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Home My WebLink About46451-Z rar=%-a ��0�0 cOGy Town of Southold 4/11/2023 P.O.Box 1179 H 53095 Main Rd S oy�41 *,apSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44009 Date: 4/11/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 740 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2021 pursuant to which Building Permit No. 46451 dated 6/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered front porch,rear deck, rear second floor balcony attachedag_rage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0175 2/27/2023 ELECTRICAL CERTIFICATE NO. 46451 10/25/2022 PLUMBERS CERTIFICATION DATED. 8/19/2022 and Canrefella A tho z d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 46451 Date: 6/21/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: Construct new single family dwelling as applied for with SCHD approvals (I.A. system as per PB). *12/22/22 AMEND_ Permit:;to include finished bedroom over garage as per plans provided. At premises located at: 740 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.37 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/21/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,147.60 CO-NEW DWELLING $50.00 ELECTRIC $225.00 ' AMENDMENT TO PERMIT $160.00,., Total: $3,582.60 Building Inspector TOWN OF SOUTHOLD o�g11FFQ! D BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • ��; 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#: 46451 Date: 6/21/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: Construct new single family dwelling as applied for with SCHD approvals (I.A. system as per PB). At premises located at: 740 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.37 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/21/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,147.60 CO-NEW DWELLING $50.00 Total: $3,197.60 Building Inspector pf SO(/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin@town.southold.ny.us Southold,NY 11971-0959 Q�ycDUN'fY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maratime Cap LLC Address: 740 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46451 Section: 113 Block: 7 Lot: 19.37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 97 Ceiling Fixtures 11 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 1$ Smoke Detectors 7 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 97 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 5 Transfer Switch 200A UC Lights 13' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 57 4'LED Exit Fixtures 11 Pump Other Equipment: Septic Disco, Floor Heat 5, 200A Whole House Transfer Sdwitch, 200A Panel - 40 Circuit/ 35 Used, Fridge, Oven, DW, W/D, Hood Notes: Two Story Unfinished Basement Inspector Signature: Date: October 25, 2022 S.Devlin-Cert Electrical Compliance Form F SO�l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �� Southold,NY 11971-0959 m Oly�� 'e1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z.Z Z Building Permit No. elG y51 — '�O °` Q�'��! -;�J C-) Owner: I�LZrra#we 104pi?a/ 4l-C— (Please print) Plumber: �/t-1IAW (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Z (PIum ers lgnature) Sworn to before me this �g'µ day of 4q use 20 ZZ Notary Public, County Matthew Tempesta NOTARY PUBLIC,STATE OF NEW YORK Registration No.01TE6294435 County of Nassau Commission Expires Dec.16,202Y -7 q Of SOUIy°! q0gl �L/ v o ��I # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ore°e souryo! # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ -] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V f� oe 4 wv - I roo VoWKI ovi/ V l DATE66Y�X-YY INSPECTOR Of SOUTS I 7 Lf Cf <V , # TOWN OF SOUTHOLD BUILDINWDEPT. `ycourm N�' 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: Et N fIN/fWr�c�r4 DATE 16125 /1-1, INSPECTOR rF SOGlyol # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL FN REMARKS: `' q� b v " o f� tKi Of DATE INSPECTOR �qs/ ® 8 lq® �ja_/44 4)4-� u E s ` 539 p Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 BARRETTE STRUCTURAL DISTRIBUTION,INC. 3.0 PRODUCT USE 555 Rang St-Malo Trois-Rivieres, Quebec G8V OA8 3.1 Design: TRIFORCE® wood trusses shall be designed Canada using Allowable Stress Design (ASD) in accordance with Phone: (800)263-7265 manufacturer's design information and ANSI/AWC National www.openjoisttriforce.com Specification for Wood Construction(NDS). TRIFORCE®WOOD TRUSSES 3.2 Fire-Resistance Construction: The assembly is recognized for installation without the prescribed minimum CSI Section: /z-inch-thick(12.7 mm)gypsum wallboard or 5/8-inch-thick 06 17 53 Shop-Fabricated Wood Trusses (15.9 mm) wood structural panel membrane in accordance with Exception 4 to the 2018 and 2015 IRC Section R302.13 1.0 RECOGNITION or Section R501.3 for the 2012 IRC when installed as described in this report. The TRIFORCE® wood trusses recognized in this report, have been evaluated for equivalent fire-resistant A minimum 9'/�-inch-deep (238 mm) truss installed at a construction. Fire-resistant construction was evaluated to 2- maximum spacing of 24 inches(610 mm)and sheathed with inch-by-10-inch nominal dimension lumber in accordance minimum 23/32-inch-thick WSP floor sheathing in with Exception 4 to Section R302.13 of the 2018 and 2015 accordance with the IRC, offer equivalent fire performance International Residential Code (Section R501.3 of the 2012 to floors framed using 2-inch-by-10-inch nominal dimension International Residential Code). The wood trusses meet the solid sawn lumber prescriptively sheathed in accordance with intent of the provisions of the following code editions: the IRC. • 2018,' 2015, and 2012 International Residential The TRIFORCE®truss uses a 5/s-inch-thick(15.9 mm)wood CodeO(IRC) structural panel or '/z-inch-thick (12.7 mm) gypsum board • 2020 Florida Building Code, Residential (FBC, attached as per the manufacturer installation instructions to Residential)-Supplement attached each side of the%-inch-thick(9.5 mm)wood structural panel of the extension of one end of the truss. 2.0 LIMITATIONS 3.3 Installation: Installation of the TRIFORCE® wood Use of the wood trusses recognized in this report is subject trusses shall be in accordance with the manufacturer's to the following limitations: installation guide,this evaluation report,and the applicable provisions of the IBC and IRC. The trusses are imprinted 2.1 Use of TRIFORCE°wood trusses shall comply with the With the word "bottom" on the bottom flanges to assure provisions of the applicable codes, the manufacturer's installation is as designed.Where there is a conflict between these documents, the most restrictive provisions shall .published installation instructions, and this report. Where govern.The manufacturer's installation instructions and this conflicts occur in these provisions,the most restrictive shall report shall be available at the job site during construction govern. for use by installers and quality assurance purposes. 2.2. Selection of the floor trusses for structural loading and the supporting structure shall be designed by an approved 4.0 PRODUCT DESCRIPTION structural design professional. The design professional shall provide signed and sealed calculations and drawings when 4.1 General: TRIFORCE wood trusses are prefabricated required by the building official for approval. open web floor trusses constructed of solid-sawn wood and finger jointed Spruce-Pine-Fir(SPF)lumber.Web members 2.3 The open web,trusses shall be properly braced in are connected to flanges by adhesively bonded finger joints. accordance with the installation instructions and the applicable codes. 4.1.1 Flanges: The top and bottom flanges are constructed of solid-sawn or finger jointed Spruce-Pine-Fir (SPF) 2.4 The trusses recognized in this report are produced by lumber having a minimum 2-inch-by-3-inch nominal Barrette Structural Distribution, Inc in Trois-Rivieres, dimension. Quebec,Canada. . UPM The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply �ES with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safety,as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. /M47"PS-1) Copynght©2021 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-41ESRPT•Fax:909.472.4171 web:www.uniform-es.org-4755 East Philadelphia Street,Ontario,California 91761-2816–USA ISONC 17065 Page 1 of 3 Pro ua Ce75Ub Body Ice .539 Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 4.1.2 Web Members: The vertical and diagonal web 6.0 SUBSTANTIATING DATA members are constructed of minimum nominal 2-inch-by-2- inch SPF lumber. An extension is provided on one end of 6.1 Report of Fire resistance in accordance with ASTM El 19 the truss that may be cut, according to the manufacturer's from a laboratory in compliance with ISO/IEC 17025. installation instructions,to adjust the length of the truss. 6.2 Technical Assessment of Fire Performance. 4.1.3 Adhesive: The adhesive used for manufacturing the trusses complies with ASTM D2559 and qualifies under the 6.3 Engineering analysis. heat durability performance requirements of ASTM D7247. 6.4 Manufacturer's quality documentation,descriptive 5.0 IDENTIFICATION literature,and installation instructions. The bottom flange of the product is imprinted with the 7.0 STATEMENT OF RECOGNITION manufacturer's name, product name, approved inspection agency,the UES Mark of Conformity,and evaluation report This evaluation report describes the results of research number(ER-539). Either UES Mark of Conformity may be completed by IAPMO Uniform Evaluation Service on used as shown below: TRIFORCE wood trusses to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. The wood trusses are produced at locations noted in Section 2.4 of this report A P M� or are under.a quality control program with periodic inspection under the supervision of IAPMO UES. ES 0 For additional information about this evaluation report please visit IAPMO UES ER-539 www.uniform-es.ora or email us at infor uniform-es.ora Page 2'of 3 i E EVALUATION REPORT ' `h 539 ® Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 FLORIDA SUPPLEMENT BARRETTE STRUCTURAL DISTRIBUTION, INC. 555 Rang St-Malo Trois-Rivieres,Quebec G8V OA8 Canada Phone:(800)263-7265 www.openioisttriforce.coni TRIFORCE® WOOD TRUSSES CSI Sections: 06 17 53 Shop-Fabricated Wood Trusses 1.0 RECOGNITION The TRIFORCEI wood trusses recognized in this report have been evaluated for equivalent fire-resistant construction. Fire-resistant construction was evaluated to 2- inch-by-10-inch nominal dimension lumber in accordance with Exception 4 to Section R302.13 of the 2020 Florida Building Code,Residential. TRIFORCEI wood trusses evaluated in IAPMO UES ER-539 is a satisfactory alternative to the following codes and regulations: • 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS Use of TRIFORCE' wood trusses described in this report supplement is subject to the following limitations: 2.1 Use of TRIFORCEI wood trusses shall comply with the provisions of the applicable codes, the manufacturer's published installation instructions, and this report. Where conflicts occur in these provisions,the most restrictive shall govern. 2.2 Evaluation to the high-velocity hurricane zone provisions in Chapter 44 of the FBC,Residential is outside the scope of this report. 2.3 For products failing under Section 5(d) of Florida Rule 61G20-3.008, it has been verified that the report holder's quality assurance program is audited by a quality assurance entity, approved by the Florida Building Commission to provide oversight and determine that the products are being manufactured as described in this evaluation report to establish continual product performance For additional information about this evaluation report please visit u'Jre'.mailLrm-es.ore or email us at info«ituniform-es.orr, Page 3 of 3 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403:3.4 Address of Test 740 Royalton Row,Mattituck,NY 11952 Test Date 11/10/2022 Building Permit#: 46451 Compliance Pathway 'Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1st 1980 17816 Sealed Attic 2nd 1674 23365 *The conditioned floor area of dwelling is calculated in 3rd Icor Ce with ANSI Z765,except that conditioned floor Attic 12812 area incl es areas where the ceiling height is less than 5 Total Volume 53993 ft' CFM @50 pa 2059 Air changes/hr@ pa 2.29 Code Compliance: Pass Duct Tightness: Post Construction st-T al Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 1980 Leakage CFM @ 25pa 78.4 CFM/100 ftZ CFA 3.96 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA NIA Code Compliance: Exempt System-3: Duct Location Floor Area l Leakage CFM @.25pa CFM/l00 ft2 CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been Verified as required by the 2018 IECC.as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 11/10/2022 Christopher Silvia,Home Energy Solutions A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 17, 2022 RE: Royalton Row-Lot 8 740 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 740 Royalton Row,the foundation,framing and strapping, insulation and caulking, and rough plumbing, and the thermal barrier and fire protection assembly were all completed and installed per NYS Building Code. Please contact our office if you have any questions. Thank you Anthony Portillo, RA, LEED AP o �-,sem;,- ,r,• .� 3/28/23,2:45 PM Gmail-(no subject) C4 Gmail Dino Marra <dmarra02@gmail.com> r 'J (no subiAU MAK 2 b 2U[3 1 message t -- Dino Marra <dmarra02@gmad.com> 'i-® Tue, Mar 28, 2023 at 2:45 PM To: dmarra02@gmaii.com z ki t i a 3 � https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=all&permthid=thread-f:1761638204240146131&simpl=msg-f:1761638204240146131 1/1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ FOUNDATION(2ND) tj VA gA Poe �V .Pti•. • rwa,� Q e Abf ROUGH FRAMING& 1 PLUMBING ws � 1 W v INSULATION PER N.Y. STATE ENERGY CODE ao S0AR., eoNv C pqk--. i1 S sQ-L . IG � FINAL d 10 ADDITIONAL COMMENTS a-a a r �' as reg I U 3a 15. n. ate. v�oyn ^--ion Locohbn 0k-.— assn SGI-P Z �? aa. aa- r tSf N b N 0;4—•• y Z 7 y O H � Ix J d N-3 SUFFQCK TOWN OF SOUTHOLD—BUILDING DEPARTMENT y a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT C For Office Use Only PERMIT NO. �✓ Building Inspector: JUN 8 2021 Applications and forms must be filled out in their.entirety, Incomplete ?`.; __,-.- applications will not be accepted. Where-the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed.-, . Date:6/$/21 OWNER(S) OF PROPERTY: Name:Constantino Marra SCTM #1000-113-07-19.37 Project Address:740 Royalton Row Mattituck, NY 11952 (Lot 8) Phone#:646-343-7400 Fmail:marrconllc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:AMP Architecture (Jess Magee) Mailing address: 1075 Franklinv_ille Rd., Laurel,,, NY 11,948 Phone#:51672.14-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony.Portillo Mailing Address:1075 FRanklinville Rd., Laurel,_NY 11948 Phone#:516-21470160 Email: appoillo@amparchitect.com CONTRACTOR INFORMATION: Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes []No 1 PROPERTY INFORMATION Existing use of property: Vacant Lot Intended use Of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A-C this property? ❑Yes ®No IF YES,PROVIDE A COPY. '® Check.Box After Reading: The owner/contractor/d'esign professional is responsible for all drainage and storm water.issues as provided by Chapter 236 of.the Town,Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the?own of Southold,Suffolk,County,'New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as hereimdescribed.The applicant agrees to comply.with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to.Section.21GAS of the New York State Penal Law: i Application Submitted By(print name): &Ve 1 , Jess �v1C�e�'Authorized Agent ❑Owner Signature of Applicant: r Date: ( g/C-) l STATE OF NEW YORK) SS: COUNTY OF 1l Cf Us�1 �wJ '" Il a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na 14e (S)he is the OEM, (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 th 'rewith.j Sworn before me thisBARBARA H. TANDY Notary Public,State Of New York No, 01 TA6086001 day of 20_!!?t _ Qualified In Suffolk County,,;?-.2 ts�ivn s61 y r`� Notary Public m PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 7 1, 017AM-i'r'0 f7 -�C- residing at ly6tl 9 do hereby authorize � Cl��e� � "�- to apply on my behalf to the Town of Southold Building Department for approval as described herein. c f l0/�a�/ Owner's Signature Date Print Owner's Name 2 ING DEPARTMENT- Electrical Inspector yd a V TOWN OF SOUTHOLD 1 116n Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 uJX-D1rc0%,1 618 hone 631 765-1802 - FAX 631 765-9502 8 of soD p ( ) ( ) tQ�NN rogerr(aD-southoldtownny.gov seand(c4southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 Company Name: 390 Operating Corp Name:Marratime Cap LLC License No.: 35594-ME email: 390operatingco@optonline.net Phone No: 6315890535 ZI request an email copy of Certificate of Compliance Address.: LOT #8 - 740 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#8 - 740 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46451 email: 390operatingco@optonline.net Tax Map District: 1000 Section: Block: 7 Lot: 19 . BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check'All That Apply: Is job ready for inspection?: OYES 0 NO ❑Rough In _]Final Do you need a Temp Certificate?: ❑✓ YES ONO Issued On 7/14/21 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 0102 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION CT Electrical Inspection Form 2020.xlsx a x ��< ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD, down Annex - 54375 Main Road- PO Box 117,9 Southold, New-York 11971-0959,' o o r ,�,p %iIi � hone 631 765-1802 = FAX 631. 76579502 gu F sou p ( ) ( ) tio'N�°rogerrccD.southoldtownny.gov seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date. 7/14/21 '.Company Name-.300 Operating Corp Name: Marratime Cap LLC x . License No.: 35594-ME email: 390operatingco@optonline.net Phone No: 6315890535 Zi.request an email copy of Certificate of Compliance Address.: LOT #8 - 740 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#8 - 740 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46451 email: 390operatingco@optonline._net Tax Map District: 1000 Section: Block: 7 Lot: Iq . BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That Apply: Is job ready for inspection?: ❑YES ❑✓ NO ❑Rough In ❑Final Do you need a Temp Certificate?: [DYES [:]NO Issued On 7/14/21 Temp Information: (All information required) Service Size ❑✓ 1 Ph 73 Ph - Size: 200 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect F] underground F]overhead # Underground Laterals ❑1 E]2, ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION ,r - Electrical Inspection Form 2020.xlsx � o PERMIT# Address: Switches Outletj��*. r G F I's ` 7 IVY,Surface � Sconces H H's tit LIC I-ts Fans Fridge HW Exhaust Oven Dry , z Smokes I DW Service 'Carbon,JJ Micro ; Generator Combo ] 1. Cooktop Transfer AC AH Mini : s Special: Comments ' Iz Town Hall Annex `; Telephone(631)765-1802 : 54375 Main Road S; Fax(631)765-9502 P.O.Box 1179 { Southold, NY 11971-0959 4,' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 8, 2021 Owner: Constantino Marra Location of Property: 740 Royalton Row Mattituck, NY 11952 (Lot 8) Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and'roof framing ( ) Signature: Name (person submitting this form): AMP 4chitecture, Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.dccx Effective 1/1/2015 1 benknAL RELmRi]wSN15, �'SID°'"�Qom- lT P'q ��+.D _ LOT COVERAGE _ _ Ire LAYour NDTes, I.The Mtoli ran!Mltl erh L vbsW lrcmq t W VA OM5 IN5TAYIATON 5TAt0AR05� - -ELEVATIONS REFERENCE NAVA 1988 I.THIS IS AN ARCHITECTS SITE PLAN C IS 1 5,floh Canty code a,cptw 463, .NI(Septa InawP by1000-115-01-1,1MSUBJECT TO VCRIPIGATION BY A LICENSED ,�" ��e'�t� 1 •��,�®®p© 0®�,®D Briim>mJ Gew�h tM 5inoik LanW OaPo'trn°rh el Ldv,LLcaexg 1.ImWll VA ORIS te,W ewed>g W mmalafrwb rccem,v,donm> SUFFOLK COUNTY TAX LOT NO. L _ALL OF THE FOLLOWING LOTS WITHIN 150' `SURVEYOR. THE INFORMATION orb Com4.rerr Mare,Prvume W 511roh ew,w sora 55b3-Ta1M Mule --.g WM snap sleds G.All rocarmendotbro REPRESENTED ON TN15 SITE PLAN 15 TO THE ,..Mod Feperbrane el Iabor,Lkwmrg,am ea.wma-)u ora molntox>a .or pn•laea nJ aro mavr«bre•d,on be cry ZONE AC, OF PROPERTY UTILIZE PUBLIC WATER ARGHMMTS BEST OP KNOW_ED6e kmam vA av y Mm,tenw.e rye.,yen. DE SHALL UTILIZE PUBLIC,WATER ONCE 2.TM VA OHTS emk Nall ba xstalba at rove-x dl dlraema>(wN,a %LAT DEVELOPED, 2,5 URVEY INFORMATION WAS OBTAINED �/ p 1 NI I/A Uti9 rant be reqqs�lessee wIT Ne Depo•b„erh x a«wamae ma:xmn W brmee x en/dlrecllm d N one gvwWr raN a a mwxum DESCRIPTION AREA COVERAGE FROM A SURVEY DATED 5EPTEMBBL Il, ®, wllh Arkkb N d tM 5vftaSe Lowhy Salley Looe prbr W W 9 h tlOck baa er Poperly Ieva1W ma rmrpacted araC(bra Dean oepw9Kne go,ug ae,tnlmlkw d eor,pletod eomvectkn a•m bah• r«kel a pea gavel. TOTAL LOT AREA 97108.0 5F. 1000-I I9-7-1934(CURRENTLY VACANT) ZPET AND PREPARED BY, W- 3.VA owt5 Two Nall bepr evwfea Wm a srgle ealbe.A el.vaa,ear, 1000-119-7-19.95(CURRENTLY VACANT) PETER A 6ROBEN 3.m e>ewted Operatkn and 1bxWnmae cone«t 1,sl-tM M.rh,mneb w aetrbitbn Ieachx9 ewctve may m regwrea 1w on PROP.HOUSE W GARAGE 7550.8 SF. l.9% 1000-II3-7-19.98(CURRENTLY VACANT) .KY.STATE LAND SURVEYOR Maxtamce P--and PraporW ayes a bo subMtee b the systema Wln n.negb bad�tg envctvee Inbs>m allergwe mslgi m :000 -:q. (CURRENTLY VACANT) LIG.a09O869 `�1B.II'LT PROPERTY t2epartmmt prbr W opproval of the 1/A Oekn regbbNla•+1 eM apprwm bJeM ogaartmmt PROP.PAT1OWPORGH 6179 SF. 1.9% 6.A LAND SURVEYING INC. OepmWnrt m au4cdOue wW Me1eb 19 d tM 5v1/o1k Canty PA.BOX 704 5allWy endo. 4.TM Cep aI tM VNo A OHR tank ll rot ba bcetm grams mm 25 TOTAL AREA OF ALL STRIC51/BDI TURES 3169.1 5F. 9.9% RIDGE,NY 11961 oro Ieet>b»b,m Ioot below lral VI5IDN IIT RMATION O atl� gam. 0.All retailed I/A OHT5 ao regxod W fwo a WNgI 9yew warraty MAXIMUM COVERAGE ALLOWED a 20%-dSUBDIES VISION MAP ESTATES AT ROYALTON' antl opwWwJndnWace veMm contr«!.AIWr tM WWI 9yea 5.A!a mxxtm,all vanplxg mmiwba Nn11 hove 2O-.nJl tl LOT I y. kn and maxWnaee seMee emtroct hm egA-e4 prapeRy sun»openxgv W gam beaWe Does tM Wet ab webt.Cavan mu MAPD HO.FE5 12109 oe e+q,eeled W maWox a cperatbn ad maxtw.nce tMll be elthw 20-bch danatw wabrtght oN ngct-pr«I laekby FILEFGJARY 27.2018 [ . catract M au4Tdore wIN ArtxJe 19 d bre 5vflelk sa's'h!5a9rry rmt xa revere a tnermopb>W cowre ac roes!gam.All coven TGr,aie vArw I.FLDGD MAP DATA FROM PMMA, Lode. NaCl bo mNgroL x accaNar wRh eect4n 5-In al Mro ean+dna. MAP D M SEPT.25, 9.Men a I/A OHTS reoybtym o vel,Ula mlt Gall m v«We W W 6.Mq saplxg madab>cre«paved W be roWllad.a trlro.+ol ap MAP DATE SEP.25,2009 �Q d 66 orehee above Yes roA Iry mtl ttopp� elnll bav a mee>E D,a9equYan�it�I bwA^aii01WF20 m X20 laetltig k b FLOOD ZONE.X mxxvn horltmtal gpQalbn d 12 wM>fo He.loped porton ar W 2.SITE PROTECT! TLT FENGN6 TO BE AERIAL PHOTO rod.H crass Moro h b rot procekal W vane tM.yelem W u,e T.TM wtbt.rvwL olwatbn Null bo a mmwrve of OJ IoaL bebw Bb INSTALLED AS REanRED BY SOUTHOLD -::--1 a vent ppe may be p W We e.terbr d Ula xbt xvwt ebvatbn. TDVOL SCALE,NT5 rovldenq a„d lermM W a minxum or 1D ttcbs obese gads old at lent I F«t Fan property Ibbs.Mq ventµpe.shall bo legted a D.SonpWg mericlm shall hove m Crabs elarleter of 21eot or m 9.ANY SURFACE KAMR5 OR WETLAtmS mxxun o1 B reset/rmn aY wwbcw w doorway art n.et tenexde W W a xNm aq d 21aot by 2 root ,ywr LOGATED HITHIN 500'OF THE PROPERTY cobs, raw m nce.All vase ppee met hove a mnxem dorob d 2 ARE p�ILTED ON SITE PLAN. W bvhee. q. _Nall be a maax9m retmhrn_Pp WI_tM_U.,M.eR b.xetallama ab aq oI b,a I/A ONTS mot cMorm W tM elwatkn of eb fiches. Deparbnmtb app- a 1/A[HTS glkbae mcwront papwea F Io.All newer pps perotrabae x IM empitg manhole Nall be tlace wtth tlu>tmdwde Iw' 1 ma ebegemad d .nluL Apes W Imovathe oW utwr We Onella ebvknwater heatment Sy t-. [t2eiW eAL REanRE>�ENt9 = J Control Paolo HELL CAP I.VA OhTS lake a 11 be comtrvctetl of propel concreto,rbwgla», I.The cmlrol peel m.rant be phwad aWakb a a euilmb pemetd Q pohptlrybropowpapylero,themopbetke,w a9s moterbb h raw W strvckro ran!h grvoa.Altermelvehy tl,e parol �I tde�ta�atle ae Ia,1YLRR Appenm.T3-A �da 1 a atebo wa11 d bo vtnchre fpr-�r,p�¢y�.o P epawl.OUs bmtkme res mount 2,r+,en a IrA own regvo-ee a eepW raac ran preveatmme tM eepek am+tr5� �e a a raeeHly-coca Haab aw Wu vA taNc Nall m 9arob cony aeamb,anl d nam,9emcw un.nT reg.!Tdmakgbd w accndarlw wIN gctbm 9-101 od 9-109 01 Nb 1 The rap TIAL d!b I/A o-0.M FYwlder mro!be coaly bentllbd RESIDE LAN a tM oub,Le d 9a Parol-i tabda a F` -j b crntoct n VACANT LAID me d elm 0 9.lxb»elherWq ep«ifba,tlb bembg ebve4re/aptam tla!1o11aws ' 26 0, I/A OHiS Nall be emey,ea x areoraa,ce w1N Ocean 9.101 ma 9.F3fmin peal pbgment OrWlm tM.5 sem W be 9110 el fhb vlabae. tans,elmxatrg tM roeA W ecce»tM Mlm o1 IM bnbng� a.,he pan!bo.nose be wlux raw ar Ub eyxem Iocotan Fe Hep L 35 p= �•- -_ 4.ft.mxyvn,all I/A OHTS tr«tmank ta,Re Nee Moa 20-wN 1«1lUob opwa9a mW malnbnmae. � 4 cwwea access opeNrge W bcetea own tM We!ab wtbt �' ` Cavan elan m elds 20-Mh abroew wetertig„t etl tmatyr«I s.lM rontrol pmol Nn11 be placed at o aomlWabb M1gnt res / bckxg met xa coven w uv+ropbeW raven m ibal geese.M x auoNmue with Feeeral 6,ergavy Maagmnent Agency as cnwroyarrbae Nan rb aeeybe b aecwdance whn ascaron t�shoe tea regaxan,mt>. ' \\��J O s-111 0l Nb etandad. 5.Men a I/A Ow5 b gI(raved W M msWlbe x a HNewa)a 6h4Ap4aXel Nall eebebMtbnol B«trleai I+ 1«Won Aa>oelalbn pwkNq n n eMn m amyba and/or ranee W Wt»saes epac°'ea HY20 w H-20 baNg m m>gnoted by AA3HT0. T.NI Lnbw gme wtrxg mne be rvl b abc4kal emd,lt.The CaCC y '� 0 6, edea Null not m CWd Mena I/A Own It abllted !haw typrep bW seals W prove!amm mut mobNe han ,(� m olgewnge dT.F-1, pcal reading D,e antral pmol a Zxtbn Wxea. EO6E OF POND T.Ya@w gltarorp shell no!al fes Y6a m I/A OHn ae Da Di ESJf system Nbll be eq.pped wal,a IvrlbnWj wmfFg eysten wMcl, {L� 5e a«Warn akbb and Neel alame that ca M reoTy even antl I\'\�,9(L \�� wpaMmcnt ruemnMe voter gPtener backwmh m cwrac4d W a yard by Un ouepmb d Cho habrg q.wd.TM veoartmerd W drywall occaplalde W r a Vlibge bNltlxg 0apvtmab. ecmmm,da a bbmetny aeNm m•mtaued W pr ImbdaW y \ e.vAawn law.Neu m waWreglle and eaatraatod d sow.d aro reale elmm mertlmda W 9a O.M pra/dw mvarea b!tM ow Madm maew+ab that are ro!.dtJeat res enms,ne amrmbn or °g°""`" _ / decay. 9.Sy.tam whW as q!de�lgbE W Iles by ga4y cro recamarded �O 9.NI Cak ran!bo rb Tb mvtlnd>e! tmwv we b�eo,Wppad wW a caMro(paral wlq mems d corcbctEtq a � \ tartJglL enevrg pwemb gosalor W Ppw W uie eptem Mag o power ovmge. ��\ watertght droll m elpw varum mstxg s water preexro tmtxg dude m Ialk.m, ',k7 ,�J�) 10.Vocum teeny,Seal tM aply eek aw apply a v«w„to sox(4) I.11a el«rrkd}Wella ba:>orvty eMµrap mases aw Naats rant bo ` bp(ICY�,Jm m>cvy,rM tan4 b epprwed v 90f6 0l vaa.m b watartl�t art blesses ablm tM VA OHi9 rak eymrlw. � Y- 2 Mowers IocaLa ovbNe al tM VA OHTS Cres!rant W plaeoa a r 11.LMw�eetnq Seal tmlV IIII tank wM waW W wtb!Evert 5IIu0,tanly a.po'dw,e d NgIN 9sr.ve t'LT?1 P^9e 149 Z K pt"' 00 ebvatbt let iemd Iw 24 Mrs.Rellll q0 tak to tlb outle!Mer! (b,Plmtk w rhwglme)and Moa o saudprooP aroloelre � .ct\ ppaZ10 Itw the 24H'gr pasha b eeanpbW.La!W Caryl sled lora ewes. ( ", meRWal IOH,ar pasha.The tak b approves V warm rove!b Mle SF �$'. �� Iw tM IOHatr perbd.Water preeewe Wetxg b roeemmWea d be 3.M pwrpv and Nowt trees Haat bo acceaamb ab eeMcem4 Ma,n \ aero ohne alar wWlbekn. Daae. aaaxge. \ �PA'�k k vP°p / 4.TM!bate Nall W attached W a Bd,eaule 40 PVL/bat tree Bat \ `9l •tT PPLO /J be emly removed Iw swvkn w aa�ehgnt.The!baro Noll rut f"attadbd b tM faros max. l NEN 5ERMC-E PRO PROPOSED 2 STRY I.Relnla-cetl r<weW abll have a mtmmm conpev>Ive etreyq d HASP CONTROL / SOOO parte per egvae rrJr(p9U at 2D-0qe qt. pepwbr t tlbn cbewve Ibµrap wpl-ep W 9h a t\ CEnrER �'.5A�� 2.Wall thkwroq eMll be a mxl,tm al Wee xMee mbq Ue deelg, Awa �p �• `\ NEA 5ANITARY LINE. (9 BEDROOMS) A Ira rose cartJlbe b9 a New Tack LkemeA PFale»bnal Bgxew m 6.xep«tion Iw loakaga of W rasp max MWS.wlll be mode Mxg 'tri1, HOUSE CONNECTION F.F•EL.•49b' . WN all epPnyxbW requxemate Iw tllrl wall ea ppl a .All f}a pmp Wet preeedve. F GAR EL.a 49D' ,/ Ib,Foston and top Mall eatax reNwerg W roN.t a applba T Aly••QQ,� T \ VENT TO ROOF Cam of 300 powbe per eq we I«t QxN. lu HOUSE TRAPS / A 9.FFa-cm!wrscW gctbre a 11 m paha wllh aro VkA baby! \ �l \ -\.SHALL BE INSTALLED ncbw)9xe goat wn1M amrmn W ASTM w90. ` \�� O) /" 4.ul Ower pylae Nall perotroW aro verlleal shaven d tM seat ab �\ NEW / A 11- --P- be go=d whh Bart a DUs mese oteepemb W tM / Oepo-tmen!euclt m wabrtkfl poled 1bAeb JoM ab tM py+e 4r`,i9 ,\ CO r� % gaeret loeterod W tM ppe wbh eWxlms steel robatabb cbp6). y `9/,P'`, - s.ul)axle Nia11 M sealed q rJto<Ua tak 1e vat«tk�l.5q gaewn �Lo �J �L Q�N -\ F /- 9-114.BJO.Tanks tla!eb amt x piece regaWe prbr approval Iran tM \ res l� q J�k % /ro 41 (yED Aeparbnerd mN,rvet!b cwlllbd•U a Llr a Role»Igal Ggneer. ` -4' l/ At a me.,am.-S-E, M r aor adSOF. 'ryt�r }2Lg C y ew.l u' ,p _- y - - vRI VEHAY� PROP' I.e d' ' dr � b.eV,anever pr«tkai,eonveW I/A OWTS nMll q!bo laaatod wlax �' \ O\ � 1 --P+-{� ' ;� gwMwds.Fa W1bUwro khat ee pbcea wRhx gowbwaW.,Me A'p 0' O * [ O ballon and pwtk.u,vp W Ia MM.mese hgwe.t L� y H. 8r9)- waee/e res r,+aekn,d we uA oHn arae Nml I/ alhkei rrcteaain Daws.nese we b„oe p«rumle,tM "�, 11� g• Ep. �. m 3'Z e as .� Q• vA oHn was.ali la votes-proorea up W ID xehm above fro hy,.st TCA t 11� tk,�N hiN r - i X00" 9T NE37/eg y0 arae/s,7,eaWa gourbwalw elewebn ane rook WeWa W gimme � �• ID• / FOF n� tl ftnm9 plr W operation. T.b casae whm,w,veW r«Ib e-e wmnm w gow,d.are,w melg, Design Professional's eert(Flwtion Repulsed. x y g' Z 2 ' NEH MIN prolmewal ll-1.-9-9.-9-9wkolauab W Rove tM wetg+t er Submit P.E.or RA.Certification For Rt' r 6 L.P. NaI Bb W,a<<leh w w19av!aNwxg w nes -U-a boamU Wn m ae ` NEH KI / PROJECT: brae a sibs mese enc 9a welyrt a/tM waWr drop!«ea The The Installation and Construction of the Sewage Disposal System k Lp, buoyancy wiculWae Nan m tlwb uexg Ngbet ery«ted/recwma NEW 20.0 govndw�w ebv.Ebn will qe tak ampy.Soy corer a top o1 Cho Use Form W W M 073 ROYALTON ROW tank(el Nall not!a ronsbvrea Wrer,m.n"tM aaemt of \ \d Al/k DIST.BOX PROP.Ut ' arcJsrg a tailme wekfd regvxotl. SUPPLY LINE / % t LOT 8 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL t ` ' v COX NECK ROAD H.S. REFERENCE NO.:R-21-01-75 \ \ KATER Q. MATTITUCK,NY 11952 y % METER �� 4 / QQ DRAWINGTRLE: SITE PLAN Any cover weighing less than 60 lbs requires a secondary safety device 0� 'Op PROPOSED I/A OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES y\ , \oo j~�! \• PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PAGE SINGLE FAMILY RESIDENCE ONLY \ t SP-100 y � DATE 6/3!2021 S. F.NO. R-21-0175 FOYALTON R O W DATE:04/20/21 10F 2 22 APPROVED /11, '� FOR MAXIMUM F 5 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL SITE PLAN SCALE,1'- Y ,a.,.pbe,9,eM ___ .aa�•9w,.IL,>x,o,a tt. "� .aaM�M•b.�. ,�L N ba•b a,cros calx Itwmo raprap.r,rt.•G!m y,,HL i L_Mbirm Torame K*muu. 1•oKv 4aal.l. ' arse el,LLSMu+ruMs PROVIDE N3i Npulto ZVI EEOOIIDARY riATEi'1' Itl»iER OT/E45 BB@ATX EKH d i,¢AIOCii�eY9,B1 PRIMARY LOVER MPJ ,clod TMnaao Oo•o-Sai W x ntt re K6v,wce rev u+ub.er �� Moa a•mn nrcx exa®i Y ivT rood ]J'�lIAK a.q .,YMAft-a 6,AY. " FdNUENT� n e' ' Mut PIrW•, 4— E[iVVN81i .. uj �3 nT E 1 1 ��SAP ' E�.Mb roa Lu Lu Q Pa9T.901E // - WSaLEAH9ANOJ ': ' PL M��@¢N929AIID LAY6i MOr PR[9[MT PROPOSED I/A OWT5 DETAIL SCALE,NT5 STOPPER OR $TATE OR OTHER STOPPER OR Q1D PLUG �I SUITABLE COVER END PLUG IY O- � 5[11FA PIPE Y5'ELBDAS JO'EMB-.Ok�VIJ�I ,,51 ELBOW I ec.l 120 VOLT-10-60 Hz-20 AMP SERVICE ALTERNATE"A' ALTERHATE•B• MAIN ELEOTRIOAL „9 w p.�„o,a�p�9�Sr„m„ 9LP 9L.s9¢ aTb99om, CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DWELLING BI ALL VIEWS,ALTERNATE•A•IS FOR BENDS,ALTERNATE•B•IS FOR USE WITH BLDG.EXTENSION/CONNECTION - MAIN BREAKER CLEAN—OUT (C.0) DETAIL ® ® a a SCALE,NTS ji ® Ij lwlwBeO•. c svrvl�Fvn• 12:42 PM R EDA / ® : E)0 @ T¢� L—_— It! _ _ s O O q), 037105 O�dc �i Q❑ FOF N£Ny DEDICATED,20 AMP t ,,, O II,(I i I PROJECT: SINGLE-PHASE CIRCUIT BREAKER ROYALTON ROW —I ® ® @ ® LOT 8 SUFFOLK GOUNTY HEALTH DEPARTMENT APPROVAL H.5. REFERENCE NO.:R-21-01'75 a sERVT�rx 9•cp9T 0A2CO,pL.MORhAULO aaa9A a COX NECK ROAD MATTITUCK,NY 11952 ELECTRICAL SERVICE TO I WASP SERIES CONTROLS DRAWINGTFTLE: NORWECO SERVICE PRO-+{ PROPOSED GR OWLS DETAIL WASP CONTROL CENTER I WIRING DIAGRAMS L� L9NTFOL LENlE0.l MWN6�IA£,R4M NOTE WEN IN TAWN6 IHSTALLAnON SERVICE SHALL BE CONSULTED CIIA5 AMS SLING THE IRMSENGO sMME I'RO WASP CONTROL CENTER. PAGE: 7u'4T DIAGRAMS SHOWN REPRESENT ER SHALL C4KN READILY AVAILABLE FROM IAL5 P LNRER.INSTALLER SMALL CONSULT MOST ALLATI N I MATERIALS ml AL ED BY MAMIFALN PER F ENSURE INSTALLATION IS IN SP-200 _�OO -,�pypgy r LL,R COMPLIANCE, ALL AND APPLICABLE SPECIFICATIONS,NATIONAL Fl v_TRILAL CODE,AND AFQLIGABIP LOCAL LODES. �AOFDK itD 3c NvoMnidtisolhT W W 9FNui2sumbRul Mai BeUua� FpryypC�' W4MeOulaNYb[flu4auOCJOItae PuaDpi00,[AAib1 — 2 e,p•✓OIME,OpipR gOlT.MnpaMfNTM[IKMT60WI(D. •• STEIp' IQMm We,TIDa61Rb,Ifplwu RlILMAVAIw MoaOM¢ _• 9�a r-_.L�� = DATE 04/20/21 2 OF 2 NORWEGO 5ERVIOE PRO WASP CONTROL OENTER 4 WIRING DIAGRAM SCALE,NT5 • .. _, iJ sENERAL aecv REMENrs. L T+e Nswller must bb a current Llgvb Waste Lbense pursvmt to 1/A oFrrs 1usrAUATDu STAUDARvs LOS GL9VERA6E 51Te LArour NGT=_5: MEMORIES!' -S, -ELEVATIONS REFERENCE NAVG 1988 I THIS I_AN ARCHITECTS 51M PLAN 115 Q` Slfolk County Lade Captor 563,Mtkle VII(Septic Inaustry SUBJECT TO VERIFICATION BY A LICENSED ® ®© � ' oro n me SWIa1k Gomty Dcpatmcnt or Labor,uccroNg ".cacao vA DwS lrnt>.c«ding w mawr.twers recommewebn SUFFOLK COI,N1'TAX LOT NO 1000-113-C1-19.38 -ALL OF THE FOLLOWING LOTS WITHIN ISO' SURVEYOR. THE INFORMATION oa Consumer Aflair>,PpuUrr t w Sffo"k Lounw Gom 450}T9TFa Wale wnfonnFg WN twx,toward All app"kmle r.commenmuoro REPRESENTED ON TH15 SITE PLAN 15 TO THE veep«trront ar Lobor,Llcenna^CeNg,aro Gorourror Arlolr>mmnwiro a Ibt or provbeQ bg tta mawvawrer ew11 x Implemented ZONE AC OF PROPERTY UT LIZE PUBLIC WATER q�,HITEGT'S BEST OF KNOWLEDSE. ! ®;0�� , ®� a©®0•��®�� uc sea VA awls Mdnw w.vleera OR SHALL UTILIZE PUBLIC VIA'ER OVGE in.I/A OWTS wnk>ha11 m N>w"bd ae level 1n all dlreetbre iwlN a %LGT DEVELGPED. 2 SURVEY INFORMATION WAS OBTAINED 3 All 1/4 oW5 mu,t m r 9--d wdn lM Dcp«Nan p aceoraonce ..:main wlermce n any amectbn of./one quorwr N<M1l on d mnowm DESCRIPTION AREA COVERAGE wRn Mtkb 19 cf na S:llalk can 5 Com ba }Fvl:Nmk inti of (free Iron FROM A SURVEY DATED SEPTEMBER 11. tY Y Pn«w properly 1eveleti ed rampmwd sae 2020 AND PREPARm BY. Dcp«em.n[g«eFy wtirkatkm or wmplewe conatrueebn rn•oa W11t• racb)«pea rowel. TOTAL LOT AREA 32,1080 S.F. IOOG-I 3-1-19.34(CURRENTLY VAGANT,I ` pl°re IGOO-I 3-T-19.35(CURRENTLY VACANT) FETER A 6ROBEN S.1/A overs T«k>awl/bepr cabal Wm a>9b ou:bt.A d.>trmbon s.M eAecutetl Dp�rotlor«d Yolnwr«ce Gon4.t mtween re bodmanho"o cr en41--IaacM1Ng>tructln. a ba res o-ed I«ell FROP.HOUSE W/GARAGE 2550.8 S.F. 1.9% IOCO-113--1-Iq.36'CURRENTLY VACANT) N.Y STATE LAND SURVEYOR ®�® Pr.perey.vier m„s x aobmlewe w r>n ,uswms„,1-1tpla I...lIg ewcwrm,mm»m alwr w.-IT b ICOO-113-"1-lq.3b(CURRENTLY VACANT) LIG.9050869 SUBJECT PROPERTY t Dep«inn[prbr w cpprwol of lto VA OWiS regieVotlon b'J tM cyproved by tro Department. FROP.PAT105/FORCH 400.0 SF. 12% GIA LAND SURVEYING INC Dcp«tment"n au«Qaree with Memb I9 0l giro Suffolk It, P..BOX 104 _ ®\ S«nary Gem. 4 rw cap a!t.VA O rink stall rot 1-Iwated a eo girt.25 TOTAL AREA OF ALL STRUCTURES 2950.6 SF. 92% RIDGE.NY 1961 4.4 Inswllee I/A OWR are rc I- w cave m N"tbl 5 fee[«le»tFm ee feet below Yma1 grode. SL93DIVI<ION INFORMATION: (651)849150 qu d p«warro+ty MAXIMUM COVERAGE ALLOWED=20% SUBDIVISION MAP ESTATES AT ROYALTON' aro operae'aNmanwrawe I—.contract.Alter p d,plop" p" 5.At a opN all sg= ..Moles scall nave 20--Inch l.t LOT oration«Q maNwnmaa>o contract wz azplrad.property meas.openirgz w gine brow.w.r rhe Inlet aro wtlet Loren was MAP I=BRJA �® O c czpecwd to moN[ain an oporatbn aro maNwrarcc 1-1 elNer 2O-wM1 momewr wakeKigrt inti Insect-prop!"ockNg FILED FEBRUARY 22,2018 NOTE, controct N auardawe w W Mtala 19 of Na Suffolk Lamty Smlwry cent Yon covero«tF.rmopl�»a[k coven at IYpI g"a..All coven rFaT ro�z vwrA L FLOOp MAP DATA FROM FEMA. Com. scall m dmyatl N mwr wiN xctbn 5-III o!Nb stabarQ. Yonls s�wG MAP v;56I03L0481H 5.Wan rn VA OWTS req.-a vent tte:nit awl/be vanwtl w tb 6.Wan eortplM maNrolm«e gsprovQeQ w be Wwlletl N a«Noway 4��- MAP DATE:SEF!.S,2009 eel of tM resbcnw b.Ng served Vene p ocs giro//czww a minimrvm «L«klny«ebe..Mu a, le a ealyatl w.traflm marNg w FLOOD ZONE:X .I\ of b Incwa move ora root In=«ti tw top r[w vont giro//M1we a ma t Wo req Moments oI AASHTO Hoo«MY c bating rlbnnn wrizonwl xp«.tion o!12 ronin to I.slop..port-of tw 2.SITE PROTECTIOWSILT FENCING TO BE AERIAL PHOTO ool.In cines wMre It h wt prmtbol w vert the Iustem w tw 1 The Dauer I,,—ebvabon scall w o mNN.Lrn d o.1 loot m"aw[ne INSTALLED AS REQUIRED BY SOUTHOLD mi,advent ppe encu m ppe,w the ezi-or tm Nlet-It I—— TOWN. role o rmm„m.f B r<r obo-e«am o,.at SCALE:NTS emt Irlool tram property INa>.Tax .It pipes eroli be low[eo o B.5arpllrq mdrFaks>toll rove ar:Mbc..meter d 2 legit ar mlANY 5URFACCE IiATERS OR INE minNvr.of g feet f•cm ary r:nmw«ao«woy aro moat temNate with a Nsim«ea d 21mt by 21wt rover 3 LOC WITHI 300'OF THE PROPERTY ration N1wr wvm..Au vent ppea must Faye a..kaon aerawr of 2 ARE DEPICTED ON SITE FLAN. w Incws. 9.TFere>w1l be o mazlmm rewn[Irn Oepth below tw Dauer Nvcrt C eleva["on of siz N<M1es B.Inwllatan«o use of ua I/A OW15 must-1- p onform w the Dcm«mtments apprwaa I/A OWi5 wbarce mc.mert prep«eo In Ie All sewer ppe m__tbra N t/e 5aylrg morlale,Fall m (J tlwce w�tn the awn0«da I«-Approval aro Ma:agement o1 r.atertgtt LU Dene aro atematwe ac�w Wmwwat«Treatmene 5peems.• ELELTRILAL RHaI"REMENTS: 2 J MININ9M DESIGN RE - Lentrol POlels EXIST. I.I/A ow5 tanks w11 be ceretructee el p�ecm[cawww,fmcrgla», control panel boz mot be placed out.bc on a,ulwble pedestal WELL GAP Q polyeU+yloropoypropylaro.bormopl.. otwr mewnab N «etw etn,ewro-It xrvm.Al -.11lI tw pew mz moy be Rl:Dep« a aro I TLRR,AppaMiz TS-A. mcunw0 rn m Dorado ora 1 el tFa>tneW.(pralerab'a a uul:ty room, •ei+.vvTL TYa«w.e�of,teal tmk.>k pronualte�d.d me roe a 11.rg,paw).011ier loao[Iwe r«rtdvn�tmevg tla panel wz w111 on I/A O r. tont 1« the x Lk O corbdcr.d bJ Ya Departmdrt m a case bmb ob wpb VA LeYc,na1l m snmR 0.ure>a sept. pretreatment p OWrS maralmWcr approval. des N accargp ce HItn>ectlens 5-Icl mtl 5-109 01 Nb RE5IDENTIAL standard. . tw outI".lof t'I O ad Ica-IQ r-tn mclo�u�Qte tl`le� peal p VACANT LAND 9 Wla>a.themabe vpecifa4 lY:.IemM14g swcwre/system ba[follora c®°al alrnn OI an 1/A OW5 IM11..sgwd N occ«daree wiW xctbn 5-101 mN 1.Eztari«Pawl ploremult coin"cz Nc.yore.w m servluA a[sy �1 5-IIc a W>ztan4aQ tuna,el'mlwting tb roctl w.cess tM N>bo of tM Wilting. `C/ -_- rne pone)bas mus:m wnnn view of eM,yaw.loco["«w Fmlp 4 At a mnmum.all 1/A-tr.aVnent woks I-Fave 20=nM Iocllibt.operotlrn oa m«nwrmce. '� y W red ince»open a w gine Ioeawd over the inlet are webt. Coven shall be e1WerNg7O-IwM1 tllamewr w. 91t aro insect-proof S.The c.rtrel peal scall b.ploccd o<.coin/«cable�Igh ler loc cYg w>t ren coven or Nrrmoomstic coven at fklo�agra..All ecce>s N accordmw with Famral Emergerey Menage Agarlcy mwya/•lean olio//m tic>igatl N.car wiN sectbn (FEMAI Road zone requrem.na. 5-III of Nbstrntlwd. TFd p«el giro Imeat Nati«al Electrical MmAmwr«,Aasmm['wn `J` 0 / " 5 War a VA Ow'tS la oppravea w be knwllca Y a«lvc..ay« (N�MAJ 4X soaai�wtaro. �� OG j p«king«ca,tro LNt>w 1 be..bred ora/«into"lad w w�bswra \ i '(• H5-20 or---9 as tlmlgnaFaa by AA5HT0. T,All 1-—ga.wYing mot m rW N alcctNcal cordub Tho c«.W"L m..>t cave I/A rpproprbw scab w proven g.x>ora maewre cram I � .O� 6.6cvbaaefaFlroero pmol be permltwa Mer.« Only 11 utllliea remhNa b,e control p«el«Juxbon aF boz.s. ! ' 1 `\ m rrcan a ovine.a e E .ewm>Fa11 b.eq+ppea wiv a hraurnro wm11, 1.hater xiteroro shall rot abeFdrge Inca /A will-v.w m IOwTO aro tw cuddle aro vwal a"arms trot can bayremlly Beer aro '4Ck tr Dag�rtment recamnenm water xlwwr bmkwash be earvacted w« Fe«tl tw ocapmts of tM1e Wll.Ya xrvetl.The Dcp«tm.n EDGE OF POND '4CE y�ROM L 41 I •� / T o rn «ywetl aeeepedale w Ta.n or VI"loge Wlbing Dep«tmenn. row nm a w"emetry device m 4uwllm w provide Immeaiate TERS) \ / `\ r" B I/A OW5 tanks scall be water eMt w ezwtrNe roil>�nb and remote alarm notlucatlon w the O>M provider enamor ab trot are rot, e » rmo « a7eement wek+.r ereeomroree0 ,rt \ _ I \ \ `\ m M m"_ w equppetl wRh o contro pmol wiM mee"�s el wmectrg a V ra _ O An mine m wmercly:t.Two matfae>of erarNg tow«e p«table gewratw w operaw t>te>y,wm dxlrg a paver ortone. It" \ �O ora tlgnt still be einar vacwm wNg«.,aver prmsurct" QlA'1� _-------� methods m follow, N ,N ay1l wo Ie Vacuum w,['rg:5ea1 tin cmpW twk aro cpply a vacwn w lour(4) I.Ta dcctNcol J�tbn bas>ervti lM pump mover cad Iloat>:m.zt be \ Ncw>(IOLmmI el mercvru.Tro t«k 1>apprwetl ii 90%of vmwm b wawrt�gnt aro d oub'm[ /A OWTS took cM1ammr. Y Melo i«e.a.caws /.N- 0 Seal txk till rink with avatar w Donor Mert o'V^J blowara tiro`A awl.el the I/A OM5 unit m.>t " cave: SeMcee 14sp ad Il. >tng. pSMerc e:mpavwu el xeam I]/]'9/(f v p elevatbn,let stow r«24 wars,!.6!111.t tank w tw outlet Nvert (wrcrew,plmuc« rglm,l«d novo a eoundproo ewlmure \ \ / 2'v O W alter tM 10-wur 111m Is I few.Let lw monk staid for« cover '^ r_ ur peN.d.Tia tapilt b gaprovad If wamr level b nob 1«tla 10-w1 perloQ.Water prcaw watug b recemxwed w bd g,Allpumgnaw Ilmt Vee,mot m I,- accmalble aro sarvmeml.from \ doroI,-afro-wwllouan. ocm> Yea \ to ' I 4.Ther�s zoo"".ottmneo w a Sdacule 40 Pvc heat tree that \ pq),D 1 mIy remove.f«,er,,,ae«a):mbrene.na rb.l>>wu roe 5 1.Rehr«roti d«rn.b aro11 nave.minNzm aom von w er .aetmned w be I«m mon. \ \� i prcaslve> g PROPOSED 2 STRY � o.occ F(sLl at 2} t. 5.Toa Dc t sna11 dl»crvc Gro mwm 4rou h o \ V hD.FR.DWELLING F pauw>per,quare 1rc p days x pa-tmer pump>" operdw g d 6ARASE / 2.W II Nlclro»aM1oll be a mNknm of tMee Ncnes unless U mslgl rarmal operatsg cycle. \ \ (5 BEDROOMS) Fos bean cercllled by a New Y«k Lkereed Prole»/coal Erg:wer m b."nspectbn I«leakage el uIa f«w main Nce'rgs will be mine dn'eg F.F.EL.=45b' j O wamply�wIN oil opproprbw requYements for WN wall cdrotrtctbn.All tk pvry w,[prmedure. GAR EL.=45b' w cap Mn w r.H1l ,,g w rmbt m oppI- \ \ �p CONTROLCE / lore.el Soo pdunm par square loot(p N. �.\ CENTER b' d g.PreY,mt wwrcw eactbm>w""m 1——.1.mo(U Inch_9, \ \ NEW SANITARY LINE I rubber Jdht xa"ant wnlrh wnfwma w ASTM L99D. \ \ \,\ HOUSE CONNECTION r ppea own pewtraw eve vertkal slmwall el ll:c tarxe inti VENT TO ROOF MO HOUSE >nd"llbc xamd w�N P«oNcr mea.awoptmie w tw 9 \ TRAPS SHALL BE INSTALLE%' Dep«tment»N m wotertght sealed Ilazble pine rnd tM ppe gamed plan Appro9ed 8/8/2022 \ \ pie NEW UPSTREAM OF TREATME�uNIr) / gmbt Iaawned w tro ppe with awNle»swel r.Vact4ale clanp(a,". C \ p G.O. ORON NEW NORINECO SIN6'GLAIR / 5.All Jo sw11 m seined 5o LFat[La tank b walerught See section \ n Q \ "\ Y BIO-KINETIC WASTEWATER ' 5-114,B.1o.Taw ewe«e cast h pro. r�qure prior opprwal Ire. tv1 'fi - \ Z TREATMEIQf5Y5TEM /(y� \ Dep«tmeM od met be cerLfieti a L d i'roiasabwl 2gNe«. U FOOD TNT-150/BOG V + 0 EDq AL o mNiekm.b..ren«aro wdlb of o cmcrew tank mne be m«anti ally pa.ea. 6/3/2024 B app{ _ k Pk4v G5 aN 0.L b.Werover pml,c «ete I/A 0- call ot bImawthN pLYLG gwoter. « 1111tln bat«e ploedNgaw «tn. MIN. DIST OX wtw \ ma/e.pe<wtl arountiwater ebvatler.al u+e I/A O T5 uNt stroll CC` � {t bccamorolNJwlly wnatrucwd.In roam w arc Mb b not prmrwbl tb lv /A overs gime Iwo goo-arwom�lebvoelon e,dNcw>arca.uie W, t YA� \ lel\ :�-� inti/e k w>wa w ensure ? O'MIN. N MIN. tgero»pr,or w dperdemn � \ � \ .ya. 'MIN / OF NE`N N NEW 1 In sax.when wwra[.caw are In,wlled N grawwater,tM dmlgn Any covers weighing less than 60LBS e' prof.»Ioro1,w11 submit Wdyarcy colculatbre w prove tw welgnt of E...N 't CER If IEAr N RE�lI1NE.. NEW L.P.S. / tw Lank iw�M«wthwt end:« «W atld�tbn of bollpztl w1il be at ' requires a secondary safety device. '' B• LP. M'N' / PROJECT: lemt IS[tines more th«LFe w e dr oro wdwr maplmea Tia r-l P.E.Ow R.A.Ce9nnc,.rrvn /PRaP.r 'N _ ROYALTON ROW W wkclan«a,Fon.done» n >t. cwaacwrmti mALwno draucr" g car elovmbn wIN eve roti.e�ty.Son wv�ar ontap of eFe F oc I N ru AN.a CoH \ \ I0.MIN.�� E P rank(>1,w11 wt w aon,i.rad rAan mwrmhirg[w t al of I/A owns \ \ ` LOT 8 mcwrlrg ar m1"int woighe regvhed. F•P F raa"HALAP . 1 /pROa \ PROP.WATER I E SUPPLY L'I.E / �N SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL \\ \\ �' J v COX NECK ROAD H.S. REFERENCE NO.:R-21-01'15 \ \ EXIST. /�� MATTITUCK,NY 11952 WATER \ \ METER �(�_ Q DRAWING TITLE: \\ \\ _ 60�6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE PLAN c4 �k/0 PERMIT FOR APPROVAL OF CONSTRUCTION FORA \\ \\ / �\Op" "1' �� PROPOSED I/A OWiS 44 31' SINGLE FAMILY RESIDENCE ONLY \ // PAGE: SP-100.01 DATE 6/3/2021 }Zr. nJO, R-21-0175 \ APPROVED R O Y A L T O N R O W DATE:05/19/22 1 OF 2 FOR MAXIMUM OF 7 BEDROOMS -_ EXPIRES THREE YEARS FROM DATE OF APPROVAL 5ITE PLAN fig�-_ _ SCALE I°= V-O" 9 _ � - �e.s eoo rpo+aw..a.R w.cm..c+wl srs.rM wAcm' � n ri+smowi�r.c..w waw .. m Fo+�.cww wow _ s..0 •• ro,c�E roR eoiw �� ss.e+sw.E c ^eca.eav<,ime i PROVIDE FEV1 SELOWARY SAFETY SAMPLE PORi� GOJERS EENEATH EACH RY COVER(n'P) ,E(B/.FFL¢REOD IF I«iEi� y �s�yw EEp�1•p'R FOOTI y MIN PITC«i•.I• �wEF,°R w«vncH I r�RTS«b•,�• ---------- ¢ -- wiles ix6 �- � onus�� oe•n�s Ai wnETSI Le^cFIHz rax 9� U J MOOR,Rt TSo/Doo OFD oI rru ioF x Q E �RFSW 4q LM uTER loot PRESEt�r PROPOSED I/A ONTS DETAIL SCALE,NTS STOPPER OF SLATE OR OTHER STORPER OR ENO PLUG SUITABLE CWER END PLUG � w < SEWER PIPE Q ELBOWS 3o ELBOW aa.ELS �.x7E 120 VOLT-10-60 Hz-20 AMP SERVICE ALTERNATE-A" ALTERNATE"B- MAIN ELEGTRIGAL rorE wEnArOR,gnw AxO onEORA,EOsysrtu wvmol PauEi uusi eE morEREr,au.HOEo - CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DWELLING IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSION/CONNECTION I o 5 MAIN BREAKER _ � z GLEAN-OUT (G.O.) DETAIL � 4 lo NTE c, n illi Imo' ® mma0 e 8 ! 177 e ® ® 12:42 PM itE3(Dg) - ' I �. « u Oa 9re 037x05 A ti9iti �� DEDICATED,20 AMP 1 1 1 1 1 1 PROJECT: SINGLE-PHASE -- ---- — Oa� ROYALTON ROW CIRCUIT BREAKER UU x x l" R o LOT 8 I ; I SERV7CE PRQD'Pn'Y`s7F3(;J Ri nomvEco.we FORWUK owo u.sw SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL o ¢ COX NECK ROAD H.S. REFERENG- NO.:R-21-01'15 L MATTITUCK,NY 11952 ELECTRICAL SERVICE TODRAWING TITLE: NORHECO SERVICE PRO -1 --- -- WASP SERIES CONTROLS I _ I PROPOSED I/A OWTS DETAIL HASP CONTROL CENTER v WIRING DIAGRAMS MAFWFAGT LLIN5 INSTALLATION INSTRUCTIONS SHALL SO CONSULTED "r�•" T"M� "Rjp1E IPIA IN55ISHO6 THE RESENT SERVICE PRO WASP CONTROL CENTER DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MATERIALS OV ER INSTALLER SHALL CONSULT MOST INSTALLATION MATERIALS PROVIDED BY MANUFACTURER b ENSURE INSTALLATION IS IN SP-200.01 _�oo.O yEHEUJl9TE5 I------ ^F�M- ----------• ELECTRICAL W ALL MAI:UFACTVRER 9L7CC FICATIGNS•NATIONAL LLaOEdu'En Rc¢e� Ea I ELEGTRIGAL CODE,ANP APPLICABLE LGCAL CGDES. ,x,•a aERa.v+�slHsr�,EnuIOrGMrrortwCEcwmOVER.*Iw i :-^O^"'°�a`—`� Z xsWE raAFn^rOR�s FoaEPwr�+c vrrtv,l¢sasnmaPztn[o I"+^; - u„R,oE.E.uu,..sEO HOR+.Emas,RaaoroRr.a<w�ER�EwERA,w.Pa EEP�EE ___ DATE:05/19/22 2 OF 2 NORNECO SERVICE PRO WASP CONTROL CENTER WIRING DIAGRAM SCALE NTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STA'E FOU.'ATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPE°FICNURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(7)COPIES OF THI SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO ATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO'HF T1TLF COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HF_REON,AND TO THE ASSIGNEES OF THE LINDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS BE A VALID TRUE COPY.(L)OM OTHERS.(5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11901 Qi tel, 631.727.2303 fax. 631.727.0144 admin@youngengineering.com Hop4o( x j r 'Phomas C. Y`lolert Professional sionQ Surveyor Engineer a� Douglas E. Adams, Professional Engineer Robert 0. Tost, Architect Gj Robert 5tromski, Architect sv''v(,� � �\ SITE DATA d-o�s w� 1Vlti ' AREA = 32,108 5Q. i=T. 5UBDIVI510N - "ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 A5 FILE N0. 12105. l 'CZD, n✓� �tjG>�j D✓1 � ``\ r,oV� / OIC \ 22 s � L.ot v / \� S/ / gUbdivision - O, o / 0 ' "rStotes of Royalton 'Poy9 o � I 1 (4 a °Cl gym g39" o, SURVEYOR'S CERTIFICATION Moil ' CO m p onttn-e6rynmul on ri o. *WE HEREBY CERTIFY TO MAR RATI M E CAPITAL, LLC THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STA TE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. _. ,eo , 01 O Cq �Fc o 8 O• 6 I j r� f T- 0� a/ 038'281W I HOWARD W. YOUNG, N.Y.S. L.S. NO, 45883 dot '� I SU106iv161011 ��Estaces of Royalton" i SURVEY FOR � WATER MARRATI ME CAPITAL, LLG �. _MAIN 1 LOT & "E5TATE5 AT ROYALTON" at Mattituck, Town of Southold M / / Suffolk County, New York N \ / N , FOUNDATION LOOATION SURVEY County Tax Map oistTict IOOO Section 113 Block O? Lot Icf.37 ' MAP PREPARED DEC. 21, 2021 Reco,d((of evisions ---� REV15ION I_ Iln �F: 11 1U, ;f DATE i v. LEGEND N n 0 J CE =CELLAR ENTRANCE CMF =CONCRETE MONUMENT FOUND M CM5 =CONCRETE MONUMENT SET 40 O 20 40 80 120 M WSF =WOOD STAKE FOUND g WSS =WOOD STAKE SET Scale: 1" = 40' ° • =END OF DIRECTION/DISTANCE JOB NO. 2021-0090 DWG, 2003_0313_0007_2021_0090_foundation_loc I OF I �W 0 "Oj� 4v3 - Pin - -1A q 6451 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STA-E EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(a)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO SHE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEE50F THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2303 fax. 631.72"1.0144 admin®youngengineering.com 5A►NI TARP MEASUREMENTS A B Howard W. Young, Land Surveyor OWTS 21' IQ' Thomas G. Wolpert, Professional Engineer DB 25' 2(0' Douglas E. Adams, Professional Engineer LPI 101.51 301 Daniel A. Weaver, Land Surveyor 30' 321 ' LP3 351 21=' r- / SITE DATA —1.iala I ► AREA = 32,108 50. ET. SUBDIVISION - "ESTATES OF ROYALTON11 FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2015 AS FILE NO. 12105. Wss 73' \ * BUILDING OFFSETS ARE MEASURED TO FOUNDATION WALLS. i fi 0 \ 100 Lot 8 I 5ubdivis joo altos 'P \ II "r-states of o,' <%\ i A)m2� \\Qo o �c �� a .0 00 �Ao h \ o ♦ 9 ERY N Ip'O 0�0 C, N riC� �, Al �o r 5URVEYOR'S CERTIFICATION o � 7C* ) \ � Q NRr iVb Z5 o l N k' ge"n9as�odale5 01 n/ ij sYV R�+ wss v) ' �� A 9 �o�• �, s (( *WE HEREBY CERTIFY TO MARRATI M E CAPITAL, LLC TNATTHIS SURVEY WAS PREPR.REi_T IN ACCORDANCE WITH Ti-iE CODE OF PRACTICE FOR %S LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF CC) qs /Oo BA � ,y3� co PROFESSIONAL LAND SURVEYORS. / a o •9�� 6��QZ � ml 1 GAF YIPS >•'',�� O�� [r�� Vv V o° ° �n IC I i ':U/ o- s�co`�ti i f.152 38 i MAR 2 S 2023 /oN Lot ivis n I .(.,}I v(3�D►Fsii�i_k '�'u� 4Gnca� 1 ton oP R y "�5t to O QitOn ► HOWARD W. YOUNG, N.Y.S. L.S. NO. 455 LAND DANIEL A. WEAVER, N.Y.S. L.S. NO. 50?71 WATER MAIN ► 1 / SURVEY FOR MARRATI ME CAPITAL, LLC / \ / LOT 8 "E5TATE5 AT ROYALTON" ' at Mattituck, Town of Southold / Suffolk County, New York I / , \\ / F I NAL SURVEY HEALTH DEPARTMENT USE gMmgaAaodalrn County Tax Map District 1000 Section 113 Block 07 Lot IQ.37 C3 0 a FIELD SURVEY COMPLETED JAN. 03, 2023 MAP PREPARED JAN. 03, 2023 Record of Revisions REVI510N DATE LEGEND !touag aagclntcu N BBA =BELGIAN BLOCK APRON g BBC =BELGIAN BLOCK CURB CE =CELLAR ENTRANCE o CMF =CONCRETE MONUMENT FOUND CD CMS =CONCRETE MONUMENT SET 40 0 20 40 50 120 PO =ROOF OVER SGGiI e: III = 401 WSF =WOOD STAKE FOUND o WSS =WOOD STAKE SET JOB NO. 2021-00QO • =END OF DIRECTION/DISTANCE DWG. 2003_0313_0008_2021_00010_fs I OF ] 4LP L61 qo-*4w-,k- &0, LOT COVERAGE .. ... •. .. ��C !!![[VVVj7 ` I.M Irataller m•>[ro o o el.rrert Liqub Ybate Lkeraa perae-,t to ILe 75 INSTALLA_IL�STANDARDS. •O • � O -ELEVATIONS REFERENCE NAVG 1988 THIS 15 AN ARCHITECTS 5-E PLAN L 15 t V �y dy SAfo1k eolmty Gooc GFdocr 563,w:k1c VII(Scpte 1no;stn SUB,ECT TO VERIFICATION BY A 1-1EN5E0 Eu>hcs>esJ urwgn enc S,Ifo1c LavlLy DepatmeM or Labx,_kenrc 1mt-11 1/A OW3[enks occaelrg to maWmturers reccn.,eroetkro SLFFOLK COUNTY-AX LOT NO. 1000-113-G1-19.3"1 V- V ad eon,I,Ir,r Arralro, ion:m=_hfo k eolme a de gs65=9M ,.nn,carton„ en bean>mneaa Alla mmmanm.bm -ALL CF THE FOLLONIVG LOTS WITHIN 150' SURVEYOR. THE VF-15 5-E N qqg5 pp y n9 w pplkabk ro REPRESENTED ON THIS 5-E ALAN 15 TO THE �® Deopn., N Labe,.Lkens re,one Lomumer Affalm maht,Iro o 1bt or provkee 6tJ be mcvacturer-hall to Implemented ZONE AG OF FROPERTY UTILIZE FUBLIG NA oN ARCH-ECT'5 BEST OF KFIC< :5E. Ile ee 1/A pw-S lHo reeroree=rwlm-a. _ AREA GR SHALL UTILIZE PUBLIC NATER ONCE /A owls tam-Holl m tmm�ed a<1c�al h o1I do-ccme(wlu:o %LO- DEVELOPEDOBTAINED 3 All VA OWTS m»t be fol. ^ed wlen the vepatmeM h occerdarca r,wimvI talerome hay d'rectbn or./an gwter hcN,r a nhnm DESCRIPTION 2 SURVEY INFORMATION NAB EF15E `a `ai PPP W Artk1e 19 of[b syll0l<Lonty Saltory Lodc'rlor to Nc 5-hch tM1lck ma o'aoperly Ievcictl art compmtcd sant fl•ec Irom COVERAGE FROM A SURVEY DATED SEfEMBER F, l *T �. 1 � 'y,��®� J Dcp�e6roM gatrg certlfkctbn of completed w Wctbn on•os WI1t' rockaJ a I^v00-1'3-7-1934 20^_O AND PREPARED BY: i��ID `[� pl poo gavel. TOTAL LOT AREA 32,108.0 S.F. �_ 171) a-1 �c 3 I/A owi5 Tata sro m prwlmd wtn o single ovtlo:.A obtrb+cla 1000-113-T-19.35 PETER A.6ROBEN ' /®� ®�j�GrAAa 0�®/ ,C [N 3.M emcutcI Op,,,,or om Mo tract4dt yIc txn/mamole or o,trbrlen mmnkg s___ may m regi reg ra al HGUSE.+/GARAGE 2550.8 S.F. T.q% 1000-113-7-19.36 N:'.STATE LAND SURVEYOR `✓ 6c+ Of F^ y d ` systems wlb mulep a lemrhg so-uewres unlms a a1<rroeve msgn b 1000-1 3-7-1938 LIG.NO5OBb9 SU�ECT PROPERTY A .Si ® �_ to i{I t O GaA LAND SURVEYING INC 7tlit3't V \�v O ^to ^i�p am regb cy cam,raved[y oro Deoatment PATIGS/PORGH 100.0 S.F. 1.2% Dc V"'t of PA.BOX TO4 O t eo a 4,int lop or tk JA OMS tank dw11 not m located greeter von 26 TOTAL AREA OF ALL STRUGTJRES 2950b S.F. 9.2% (651)a NY 1961 5y ®�• r+ D_' }o t1 �1, +pyo dJ{p�� act or 1c»bon arc loot below lln-1 grace. SUBDIV SJON INFORMATIOl`= (631)849-4.50 i �yi O N Z Q 1j -.� [a''II I^stollcd I/A OATS ar �cgl,I^cd to Ilwc m tnit�l x a^ty I -�ro c MAXIMUM COVERAGE ALLOI'.ED=20% LOT(IVIS ON MAS ESTATES AT ROYALTON' ` ti O ^�yt� Y44md operdtbNlw wcyr�c a\�y,'�`kceQ_eyE Plter ttpM s jI� 5.Ae d nnmxl of soy ro >still .1 1 Imo covered LOT 1 {�j, �PV (0 Y o tblmn py r•c�b@�n V to �" «ca» to gees am[ed war tFc blot and-Kitt Gwaro bd ® , ®® 6+db exp ape open ra> FIA-NO.12 05 T w tract tic SWblk G Im ! snpll be elber 20-Inco daro<r uatertkJrt and Imoetyroof o," re NOTE: C x0 y N cmt r r rcvcro or tzmaplo�a>[Ic cwcn of 1-1,ram.AI c sr ro oArA FILED FEBRUARY 22,2016 O y m. a Ia s o -till be ma 'r« .Rh xctbn 5-111 of thb>tdndee. m t_ Igao T��s�e�� I.FLMAe v 36 OSCA4BIHOOD Ft I DATA M FS.NA: \ � O O Wnn m I/A OWS real,^ M.tilt 6 � H> el txwtlerivteeoemnr tnoelde dr anb avmeNro'm-m oaxror.lcOt t Q1ntN.k•eclly r.t eaePqlnuwl.s'aea ro!b'cennb.maoN•+oAAS-HtiTNLll bHe-2dDcto ec y TGMhNAv DATE.SP.25 2009 1 - ® r /IQy C NOcNawJ trok maro FLOOD ZONE: (p Q a2D bmrg 2.51=--PROTCTIOW51_T FENCING TO BE AERIAL PHOTO� 2eeltroo (mQ2tQ�p eaM1atzee1be T.M wNt hbv!am OJ lot be.tnc INSTAL ED A5 REGV RD BY S0.71-OLD mhTTTther«.� m.. aat Icmt Ico-t Irom acperw 1lros.Tnesc vert pipe->bli be I—a e_F',mrrc m oral lave cn Imbc almrcte^of-a fee[o^m 9.ANY�aRFAGE MTER5 OR keTLANCS W of 3 Iccl Irrn a•g wrvfow o^eacvwau are must te.mi^oto wIb o Waba neo c1:loot 2 fav. LOCATED tiITH�N 300'OF THE PROPERTY mebm filter do-o.All vert plom must nave,mlr.Ynm 1-.1 2 taA.m I ,DISTANCES TO.SEPTIC_SY$SENI.GOMPONENTS - L- ecras. q.Tnoro-roll be o maxlmm reteMl,n dept/below!ne ouNe!hvert ARE DEPICTED ON SITE PLAN. ;'(t;1cA<jU?2ED:FROH'BUILDINS+GORNERB):: b.lnlahcf:Im on w_c el-1A OhTs mol carfom+to tnc e1 -- l �•. `•.�•..•• �- .. 1 1 Deep«M1rnM'a apprwea I/A OATS gvb,rce dmumeM prepve,h I0.All xwer pipe pere!•atbro 1n tM sotPlhg mos,ole sn-�1 m .' S"STEM COMPONENT CORNER'A' CORNER B' `I Tj d,rc,wren ttie atmnorda ra•Apprw-1 Mdrog of walertghe. Irrovative art AltcrotNc Oml<Wmtewpter Treatment 5ptama I ELECTRICAL REOVIREMENTS= 'C'-NORhECO TNT-750/BGO I/A OWTS 2..G' Itl.O D°- .' U •� MINIM.M vESIGN RSOUIRE+^_N5 v 'I W control Pxb HELL GAP C ' POLYLOK DISTRIBUTION BOX 25.0' 260' ^` I.I/A OMS take analI m caavuctetl of I,Ito carcrote,I uxrg ma, I.The cabal ooro=...t mot m"paced ov Z on-eitmk Pool l pom�tlyl�aropolypropylem bermoplmtk>x otl`cr rmterbla h o-tis>trvcG.re xrves ILartmtN ly,be poral mx my be +� CO wt/0 IF-nn:staaem ob 1pNYGRR,Appendix TS-A nrr..Ited on a o.rame we d be swewe fprefereble o H"y om •c9Avai 'E'-LEACHING POOL et 195' 500, 1 The Int d>Lcal tank-Is aenbltce we rot o iN ro epocc).Ober locotkms for nloen:ng be parol box w'I a 2.won m VA CFTS re ler treovent tnd_'t' be corokerco a tin vcpartment on o cox-by-case Dash ort wt/I/A % 'F"-LEACHING POOL a2 30.0' 32 D' t qu_ a acotk tank pre oMb mouimbrir- ravel. l tak scan ba oolk co..Iq..-ord., or roo10 5-IC O S 'G'-LEACHING POO_a3 35A' 5' % vtg> T tea gee In,ccordaAe wltn xctlam 5-ICT ora 5-'09 of bb 3.TM vnc of tk I/A OWTS Ot M PrwkYr mu>t be clealy Imm.Ifn, RESIDENTIAL U stomead. en the(ohm or en parol art hclldc a pnoro mmbcr to catoct h VACANT LANA I+C-A5UREMENTS AS PER SKETCH DATED SEPTEMBER 15,2022 t ATTACHED 1 L 9.Ihlaaa obernx spec'..M leochly-Weave/ayaeam tMt 1o11owe trot o O, . TO INSTALLER CERTIFICATE COMPLE-ED BY NpS PEUMBIVG t IEAT:NS'ON /A OWT5>Foh be mslxo r mcoroecc wlv:xctbr 5-107 oro 3 Extc•br carol olmcnnnl croblm Un system:o m x•vkeo at any ^e 2 O - J SEPTEMBER 03,2022. j 5-110 0l tNs atarCa-d. N,m,elminotbg W roto to acro»ve holm of ve tvilc g �� N'OTE:MEASLREMENT5 ARE TO TME CENTER OF COVERS.FOR NORWECO I/A 4 The pot'hoz rvs:m wlthh view o1 tie system lomtim eo ne 1p ej'�•OO, j OWTS w/(2)PARALLEL OUTLET COVER:,NEASUREMF_NT IS TO Th1E •c,` all I/A OWS,rca'ment[anti>,ell fevc 20-ixn fmllltatc operat'e ab mahtcrlocc J A w od as opcnvgs to gest located aver the heat eo orle: ' CENTERLINE BETWEEN THESE OUTLET COVERS. Go+ero scall be Ner 20-InU dloro-.er wo[eMlg,t ae Imcct-proal 5.M canvol emei-till be placed o<-comicmtmb hcigAt•or r -'"" �-' �- "� -�`-� �-"� - ' 1«cvg coat I——or lnemnoPloatc swan ae rhal gam.A11 a»h a e wl:n Faderol Einar Mm,mennne r Z `��J - •J Q c oro cWnreus/rbc,e atoll be deelm_ed h occordmee wIv Stettin �ltA)rl000 zonae requremenU. 9ency Agency 5-III of vb ato`avc. /}, 5 Wren a I/A CMS a meovea to m Mtallee m o elvew 6.M pee a^e�i meet ibtkrol Ekcvkal Neni«tlmero rU>mckten �"J\ "eking aco,tb '-s-"m o gg crura In>tdlleo to wItFltao Y'N-0z speclfim!lom. ��/y� HS-20 a 8-20 - o 5 27.bu AASNTO. ..All mbw cram.Ir ro mat m rt/w electrical corwit.T^e mT It y (/O� root hw,eFprcpr,ta seas to prevent eines ae mmbwre Mcrr� -10 0 6. - rah ret tc pc..,rtcd when a 1/A eh-F_M_eNl'aed remnhg the caval Donal a tkn..oe. Iii= mdare of=swage dbpo>a B E-cn apbm-hall be equipped with a llwuonmg wammg%stem whloh /Sp) .MIN I \ 1.nbtcr xltercro>bll ro:dxwrge hto an I/A OhTS eo ba will mt:vate oWble crit vbual olam>flat co,m raad'ly ar ob SLR '\Ck Dp�imcM recortncnds wets^seflcrcr boclwesh m corecleo to neve tN tin oeupa:a d the bvlltlhg xrvetl.M D,pa:mnit EDGE OF POND `� cvywell accep�ca a Tow,or 111.91.11-9 Depatronta re,ommentls a telemevy device be Irot,lled to prwlde'mmed'�-t, TFRS) \ x moth clam rolllkotbn b Ne OtM prwlder cwerI.by the OSM b.I/A 0IFT5 t-.re> 1 m wot Ighl ob cont� -or>oIro aw r, neterlols bet am rat eW act to I——cormbn mc°y. 9 Sntem>MKF ac ro:malgetl to Now by 9'i%ve 9. tank>moat be case tnee>01 en>Im toNt>Qe to be egvpapetl nitn-tonin coal"17-7, Hn mems or[onroct'na a `' f rtgne.Twa ro h9 pertobb gena,eta to ope^ete the system aurhB wavrtgnt sial to elver voul.m ms:kg a water pr--o testrg rotbm m lollawa � 1 E 45.1"1 W w 10.Vo-tmtbgl Sea the empty to-caw apply o vacuum to Iwr(4) I Tin electrlcol trctbn Wx-19 tho pure mato,ow flm.al m Fcba(IOOmmJ d mereery Toe tank b apprwetl II 909 of vmn+n b wale,tgM ort d I,,—tin/A OMS to:lt cM1o•aer. D Tole Io, mW.tes. ..I2 My bowcn bcaetl ou -of-I/A OWTS mit mot be piece-m '/O oy II.Water it,I l Seal tak fill tmk wlv water to outlet Fvert o pad>uffolk eamN t>ep>remeM d xeeltn se�ca•I�r19m vase as G ckvatkx[Ict atoll fa 24 rrnn Refill tk tmk to tx outict'nvcr: (core.etc,plm:Ic or Ixrglma)art Mvc o soureprool crolmuro after the 2a-hqm per'oe I>cenPlete.Let the tank start la a rover. 0 u oral 10-MI.r penal Toe tank b cpprwctl A water Icvcl la tM 10-hour petit hater pr1a tmthg b rec,mmclac,to be 5.Allroun,>o+e foot vets mus1 be oo-aslble oro-cmc dont onitc oflcr r_tehot'on «cc> opcn�c5. \\1, \ j P„qT/0 W A T T M Tr¢I 4 M Ilceta a-a 1 m ctlacned to a Scnemb 40 PVG•loot vee bot O cm be -l"remwee la servke a mJlatrtant. K I.Re.-.d comrete>hel'fwe o M 1s>1ve co Net ottoa o to!c'1"1e male \\\ / Z Y O ♦ 2 STRY h'D.FR 5AOO pp b III,squat'xh IpsU 26- It d p�i >trerg 5.ib veovtront aw 1 ooseve fro piny eyatam operoc oro p o i\ y\ DIELLING j Q ronel cpereNng ac1e, (5 t GARAGE o G < 3.Wall vkkne»>roIl t<o mrimm of tree Wcne>tmlms the daa1� BEDROOMS) N ¢ nm been corllficI by a New Lkerced P,Englnoer 6.Imp-titin la lo.".of Nance c lmole Ntthea u1h m made dri' F F .EL,v 455' j D o rcvryly win ell opprop^bm rcquhc -Ion bh•+all-t-Al tin pump teat acmdme `�/ wo ten:art tap-11 eeeraln reu4ae4g rd rmlat m oppl'ed % n m raw a 500 pal per squat fact(ps(). GAR.EL._a35' r ui SANITARY LINE I / < d bre Snell m--site wIv oro(U hch Gty \ \ `�•\ HOUSE CONNECTION / o e rltner�bint x-brt Mkn een•aem to ASTM L 0. ,� 4.All sewer pipe--hal perotrar!ne vertkal almwall d tin tek am \ \ `\`� A�, CONTROSERVICEL e / / 4.Al m::," ib govt a other roams acceptcble to D Pa >uch m wot,^tmh:xeled flexible Joint are tin ppa /^ ! emtet ImtercO to tb ppe wIv>tohim>>teel IO� G.O. IS j , 5.All Jaws alalI m sealed ro t-the tank b waterbaht.Sea acctim ! c d `\ VENT TO ROOB�(M1TO HOUSE 5-114,,.10.Tak>tbt ae cmt I,pima",ql prla opp"c 1 Irom one / T�tn \- 1 TRAPS-PL<E BE INSTALLED DcpoetmcM aro rust m ortiNco w o Ilmrxo Frofcssb^a Enorcer. A \ \- ) LJF'5T AN OF TREAT T,LNIT) u ,tin r oa one wab cr c cac,eee tek mast x monollbkallu pored. f �0�5 \ 6 O\ { /" / ✓ / rad N M 6.Merover prmtkol, -oto I/A GhTS ateli ret lo Ice 1,.1M `, `Clef \ V- \ O geuewatcr.Fa hstallctbro x:x"lame wivin s-.,- IF—, ,ccne,.,eter,fro ylt` O BIO-KINETIC hASTEWATER button and aim IF—,m to Ib bents oborc higicst % T \ L.P. D TREATMENT 5"STEM / n/ 'r •` O ormNexpectee grountlwater olevatlan,of the/A OMS vole sin11 �- \ ,p MODEL TNT-T5O/BOO becrorollNlcally crosVuctctl.b trots where No b rot prmtbmlc,Ne P S / 0 I/A eM5 u,ut-1 111 ova<r-proo+ea vp to 16 acnes daove bo Mgiea F •� P' ,r o' s. Qr tiorme/epee•a goourewote,a evatlon cmc leak tested to amret \ Ott\ E L P / 9p /AO y0 gntro»pn to ape^ebn. \ \`• \ / DF NE`N T.In eases when a -to cow ae rotallee h golrowae tM mslg d \ Lt'. 20'm POLYLOK "rola»bro1 seal>,ttN:aeyemy ca culoNore to prove the wagnt of \ \ / 1 DIST BOX / th<tont(itN or wltn d oravg or tae seem-n of wnme)cal 1 be It ` �, t E P. PROJECT' Iemt 15[tiros mere tnan tF we sht of be wafer dbplmed The 1 / (SAMPLING/ ' • Wa ovy wiculat ora-rail m ax vslno hgnest cxpm[cdaecorocd \ \ ( _c /c \ POINT) g uMmta elcvotbn e'N the tont em'Pty.Solt cover on top a be a)>n rot bea,nlmredwlnnda�rmw�NnmmM,l 1 ROYALTON ROW mvahg or baumt we grt rcqutce. j E P'1 11/ LOT 8 \ \ SLPPLY / LINE �•� SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ` ` ,�v COX NECK ROAD H.S. REFERENCE NO.:R-21-01-15 MATTITUCK,NY11952 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES __� \ 8 /n0 DRAWING TITLE: E 4335' \6E, / c APPROVAL OF CONSTRUCTED WORKS FOR �` �\ � 0 =_ 60o Q NOTES ASINGLE FAMILY RESIDENCE o °� SITE INFORMATION \ 's\ 00 L.aa91_ SITE PLAN \ O\ Date 2/27/23 H.S Rei- NO R-21-Ons -- - - - \ p.0� % /�•,,; PAGE: The sewage disposal and water supply facilities at this location have been dsGa+� `\`� SP-100.02 inspected and/or certified by this Department of other agencies and found _._,._'.,a_ to be satisfactory FOR A MAXIMUM OF"__7_i BED ROOMS � J� I,,I � R Q Y !"� L1 � N R � YV ��` DATE:04/20/21 1OF2 CRAIG KNEPPER, RE.,CHIEF SITE PLAN Office of Wastewater Management SCALE,I•a 5-0' --- -_---- A < ID >:to O c cu z E; C) 0 8-' F; 0 1-Z, En C N C; < (D C) (3) aI c . ... ..... .. ... ...... U) I/A ONT5 DETAIL G) SCALE NT5 0 0; 5TC- .G; STOPPER LIND FLUG SL'Tlm5-E 0,Mzr END PLUG' m-.-ER-E > 4' LBO. E=, 1 120 VOLT-10-60 Hz-20 AMP SERVICE 2 ALTEPWF t-/AIN E—, T=r-TF,1,--AL CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC jl PANEL AT DWELLING m, IN ALL VIEWS,ALTERNATE "A- IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSION/CONNECTION se i MAIN BREAKER GLEAN-OUT (r—c.) DETAIL —__ --i j � - -- ® 4 o t o ---- 5OALE:NT5 co @) di 12:42 PM D 11AIN Au 0374 1 er DF NE`I'L PEPIGATED,20 AMPSPROJECT: SINGLE-F--lASE ]=E� r-IFC,ulT BREAKERROYALTON ROW LOT -LLLi I I I I SETV7CE FW'WV�V� (e SUFFOLK --L)L)NTr HEALTH DEPARTMENT AFFROVAL L COX NECK ROAD H.S. FE=ERENG=— NO.:R-21-0175 MATTITUCK,NY 11952 DRAWING TITLE: ELECTRICAL 5EIRVIO-Z TO WASP SERIES CONTROLS NORWCC EIERVICE FRO E WIRING DIAGRAMS v4A51'CONTROL CENTER SYSTEM DETAILS I RINGo-- FF CONTROL.. ----co IAI�1111ETERI' Q1, =Vl I-EN I&STALL"S INSTALLATION INSTRXTIC1,15-FALL BE CONSOJI-TED oj�� I�T-E NORKECO SERVICE PRO I—SF CONTROL CENTER SFOhN REPRESENT Do N7ATION READILY AVAILABLE PAGE: FROM MA�ACTRER INSTALLER 5I-A-L CC�LT M05T LP-TO-DATE MATERIALS PROVIDED BY M�ACTLRER d EN�ERE 11�57ALLATICN IS�N SEE ATTACHED pg. 1 COMPLIA110E W ALL YANLFA6l.RER SPE6fl!FICATIONS,�TION� ELECTRICAL CODE,AND APPLICABLE LOCA-CODES SP-200.02 NORAEOO 5FIRVIGE PRO WASP CONTROL CENTER WIRING DIAGRAM SCALE:NTS Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 8 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,563 ft2 Glazing Area 25% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cox Neck Road Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516)214-0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com o . o e Compliance: 17.2%Better Than Code Maximum UA: 600 Your UA: 497 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,803 49.0 0.0 0.026 47 Ceiling 1: Cathedral Ceiling 160 0.0 49.0 0.020 3 NORTH Wall: Wood Frame, 16" o.c. 1,031 13.0 14.0 0.037 29 Door: Glass Door(over 50%glazing) 60 0.300 18 SHGC: 0.40 Window:Vinyl Frame 179 0.300 54 SHGC: 0.40 WEST Wall:Wood Frame, 16"o.c. 602 13.0 14.0 0.037 16 Door 1: Solid Door(under 50%glazing) 146 0.300 44 Window 1: Vinyl Frame 21 0.300 6 SHGC: 0.40 SOUTH Wall:Wood Frame, 16"o.c. 960 13.0 14.0 0.037 17 Door 2: Glass Door(over 50%glazing) 278 0.300 83 SHGC: 0.40 Window 2:Vinyl Frame 215 0.300 65 SHGC: 0.40 EAST Wall: Wood Frame, 16" o.c. 802 13.0 14.0 0.037 26 Window 3:Vinyl Frame 93 0,300 28 SHGC: 0.40 Project Title: Royalton Row Lot 8 Report date: 04/07/21 Data filename: Page i of 2 Gross Area. Un Assembly or QrFactor; Perimeter Floor:All-Wood Joist/Truss 1,840 30.0 0.0 0.033 61 Compliance Statement: The proposed building design described here is co istent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin n designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory reAde—men'l)slisted in the REScheck Inspection Checklist. NAgcou (.P- Name-Title J— Signature Date Ix. �5 114Z"a f ti. i i Project Title: Royalton Row Lot 6 Report date: 04/07/21 Data filename: Page 2 of 2 2010 IECC Energy Efficiency Certificate Insulation Rating ft-Value, Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): b. . Window 0.30 0.40 Door 0.30 0.40 Heating Coolingqujpmefit Heating System: Cooling System: Water Heater: Name: Date: Comments Royalton Row Lot 8 Design C HVAC Load Calculations for Danial Marra El .Iij*m HVACIHrsIU� "I"TAI.� I�i�A� L,TI�AEaS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday, March 16,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&.Light Commercial HVAC.Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 2 Project Report General Project Information Project Title: Royalton Row Lot 8 Design C Designed By: Matthew Wynne Project Date: 3-16-21 Client Name: Danial Marra Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brig htwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen BuildingConsulting.com Design Data Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb. Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check Figures Total Building Supply CFM: 2,251 CFM Per Square ft.: 0.660 Square ft. of Room Area: 3,408 Square ft. Per Ton: 593 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 Buildin Loads Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 51,739 Btuh 88 % Total Latent Gain: 6,918 Btuh 12 % Total Cooling Required Including Ventilation Air: 58,657 Btuh 4.89 Tons (Based On Sensible+ Latent) 5.75 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY'11706 Page 3 Load Preview Report Has Net Rec ft? Sen Lat Net Sen HtgMin Min Sys Sys Sys Scope AED Ton Ton lTon Area Gain Gain Gain Loss Clg Htg Act CFFMM CFM CFM CFM CFM Building 4.89 5.75 593 3,408 51,739 6,918 58,657' 71,529 894 2,251' 894 2,251 2,251 System 1 1st FI No 2.45 2.87' 594 1,708 25,874 3,564 2J,439 34,216 436 1,179 436 1,179 1,179 Supply Duct Latent 1,175 1,175 Return Duct 0 629 629 725 Zone 1 1,708 25,874. 1,761 27,635 33,491 436 1,179 436 1,179 1,179 1-1 st Floor Foyer 202 3,539 133 3,672 4,165 54 161 54 161 161 2-1 st FI Bedroom#1 293 4,415 187 4,602 6,275 82 201 82 201 201 3-1 st FI Parlor/Walk-in/Master Bath 212 2,486 153 2,639 3,950, 51 113 51 113 113 4-1st FI Great Room 365 7,648 736 8,384, 5,754 75 348 75 348 348 5-1st FI Kitchen 249 1,930 101 2,031 2,855. 37 88 37 88 88 6-1st Fl Dining Room 176 1,309 157 1,466 3,501 46 60 46 60 60 7-1 st FI Mudroom/Pantry/Powder Rm 211 4,548 294 4,842 6,992 91 207 91 207 207 System 2 2nd FI No 2.43 2.87 592 1,700 25,864 3,354 29;218 37,312 458 1,072 458 1,072 1,072 Supply Duct Latent 1,162 1,162 Return Duct 2,344 624 2,968 2,124 Zone 1 1,700 23,520 1,567 25,087 35,188 458 1,072 458 1,072 1,072 8-2nd Floor Master Suite 573 8,927 432 9,359, 13,931 181 407 181 407 407 9-2nd FI Living Room 261 3,602 490 4,092 3,357 44 164 44 164 164 10-2nd FI Open To Below 160 2,625 143 2,768 4,127 54 120 54 120 120 11-2nd FI Bedroom#3 275 3,592 158 3,750 4,780 62 164 62 164 164 12-2nd FI Bedroom#4 227 3,413 198 3,611 5,249 68 155 68 155 155 13-2nd FI Laundry/Bath#3 122 990 121 1,111 2,780 36 45 36 45 45 14-2nd FI Hallway 82 372 25 397, 964 13 17 13 17 17 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Page 4 FS- stem 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- 54.7% 0,00030,00054.7% Diff.from Avg. (3,476 Btuh Excursion) m 20,000-- 10,000-- 0 0,00010,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 54.7%. AED Excursion (amount by which peak exceeds 1.3 x average):3,476 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding 1.5 x baseline)This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a zoned system or provide zone control (individual, motorized,thermostatically controlled dampers) for problem rooms. Single speed equipment may not be suitable for the application. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 5 S stem 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- .E- L 7 r� m Ca 20,000 0 52.5% Diff.from Avg. (2,229 Btuh Excursion) a� 10,000- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summar --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. -- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 52.5%. AED Excursion (amount by which peak exceeds 1.3 x average):2,229 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding 1.5 x baseline) This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a-zoned system or provide zone control (individual, motorized, thermostatically controlled dampers)for problem rooms. Single speed equipment may not be suitable for the application. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Say Shore NY 11706 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 92.1 1,824 0 3,710 3,710 02 .32/.40: Glazing- 252 5,001 0 6,168 6,168 C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 12.4 246 0 478 478 B .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 77.9 1,548 0 3,104 3,104 F .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 21 417 0 923 923 H .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 G .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 60 744 0 372 372 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 2947.2 12,425 0 5,833 5,833 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 34,022 0 32,158 32,158 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 22,473 3,590 10,132 13,722 Infiltration: Winter CFM: 221, Summer CFM: 118 15,034 2,328 2,593 4,921 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 5,706 5,706 Total Building Load Totals: 71,529 6,918 51,739 58,657 Check Figures Total Building Supply CFM: 2,251 CFM Per Square ft.: 0.660 Square ft. of Room Area: 3,408 Square ft. Per Ton: 593 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 Building Loads Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 51,739 Btuh 88 % Total Latent Gain: 6,918 Btuh 12 % Total Cooling Required Including Ventilation Air: 58,657 Btuh 4.89 Tons (Based On Sensible + Latent) 5.75 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 7 Building Bar Graph 25,000 20,000 15,000 Building Loss 71 ,529 10,000 Btuh 5,000 0 -- Floor 5% Wall 17% Door 1% Infiltration 21% Roof 4% Glass 20% Ductwork 31% 25,000 20,000 15,000 Building Gain 58,657 10,000 Btuh 5,000 0 Floor 2% Wall 10% Door 1% Ductwork 23% AED Excursion 10% Roof 2% Glass 40% People 4% Infiltration 8% Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Paue 8 S stem 1 1st F1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 30.7 608 0 1,180 1,180 02 .32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 B .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 21 417 0 923 923 Basic R5 door: Door-R5 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 18,542 18,542 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,236 1,803 1,873 3,676 Infiltration: Winter CFM: 110, Summer CFM: 59 7,496 1,161 1,293 2,454 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 3,476 3,476 System 1 1 st FI Load Totals: 34,216 3,564 25,874 29,439 Check Figures Supply CFM: 1,179 CFM Per Square ft.: 0.690 Square ft. of Room Area: 1,708 Square ft. Per Ton: 594 Volume (ft3) (Above Grade): 15,374 Volume (ftp (Total): 15,373 System Loads 771 Total Heating Required Including Ventilation Air: 34,216 Btuh 34.216 MBH Total Sensible Gain: 25,874 Btuh 88 % Total Latent Gain: 3,564 Btuh 12 % Total Cooling Required Including Ventilation Air: 29,439 Btuh 2.45 Tons(Based On Sensible + Latent) 2.87 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 9 System 2 2nd F/ Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 2,530 2,530 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02 .32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 39 774 0 1,606 1,606 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 13,616 13,616 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 15,236 1,787 8,259 10,046 Infiltration: Winter CFM: 111, Summer CFM: 59 7,538 1,167 1,300 2,467 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,229 2,229 System 2 2nd FI Load Totals: 37,312 3,354 25,864 29,218 Check Figures Supply CFM: 1,072 CFM Per Square ft.: 0.630 Square ft. of Room Area: 1,700 Square ft. Per Ton: 592 Volume (ft3) (Above Grade): 15,461 Volume (ft3) (Total): 15,462 System Loads Total Heating Required Including Ventilation Air: 37,312 Btuh 37.312 MBH Total Sensible Gain: 25,864 Btuh 89 % Total Latent Gain: 3,354 Btuh 11 % Total Cooling Required Including Ventilation Air: 29,218 Btuh 2.43 Tons (Based On Sensible + Latent) 2.87 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Pae 10 [—System 1 1st FI Bar Graph 10,000 8,000 6,000 System 1 1st FI Loss 4,000 34,216 Btuh 2,000 0 Floor 11% Glass 25% Ductwork 21% Wall 20% Door 1% Infiltration 22% 15,000 10,000 System 1 1st FI Gain 29,439 5,000 Btuh 0 Floor 4% Glass 47% People 4% Infiltration 8% Wall 11% Door 1% Ductwork 12% AED Excursion 12% Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 11 System 2 2nd FI Bar Graph 20,000 15,000 System 10,000 2 2nd FI Loss 37,312 Btu h 5,000 0 Roof 7% Glass 16% Ductwork 41% Wall 15% Door 1% Infiltration 20% 15,000 10,000 System 2 2nd FI Gain 29,218 Btuh 5,000 0 Roof 4% Glass 33% People 3% Infiltration 8% Wall 9% Door 0% Ductwork 34% AED Excursion 8% Tuesday, March 16, 2021, 10:40 PM Rhvec-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot,8 Design C Say,Shore,NY 11706 Pae 12 E ui ment Data - System 1 - 1st FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV**C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Pae 13 Equipment Data - System 2 - 2nd F! Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV"C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads, Elite Software Development,Inca Aberdeen Building Consulting Royalton Row Lot 6 Design C Ba Shore,NY 11706 Pae 14 a-nual S Performance Data - System 1 - 1st FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 25,874 Outdoor Wet Bulb: 71 Latent Gain: 3,564 Indoor Dry Bulb: 70 Total Gain: 29,439 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 960 Entering Dry Bulb: 70 Entering Wet Bulb: 58.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34,216 Indoor Dry Bulb: 72 Entering Dry Bulb: 70.5 Indoor RH: 30 Supply Airflow: 436 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 25,874 139% Latent Capacity: 12,000 3,564 3370/6 Total Capacity: 48,000 29,439 163% Heating: Model Type: Natural Gas Furnace, Model:W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Loa Heating Capacity: 108,000 34,216 316% Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design.0 Bay Shore,NY 11706 Pae 15 Manual S Performance Data - System 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 90 Sensible Gain: 25,864 Outdoor Wet Bulb: 71 Latent Gain: 3,354 Indoor Dry Bulb: 70 Total Gain: 29,218 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 1,007 Entering Dry Bulb: 72.1 Entering Wet Bulb: 59.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 37,312 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.8 Indoor RH: 30 Supply Airflow: 458 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV"*C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 25,864 139% Latent Capacity: 12,000 3,354 358% Total Capacity: 48,000 29,218 164% Heating: Model Type: Natural Gas Furnace, Model:W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 37,312 289% Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 16 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 12,000 . . . . .. . . . . . . . . .. . . . . . .. . . .. . . . . .. . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . .. . 11,000 .. . . .... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10,000 . . .. .. .. . . .. .. . . .. . ... . .. . . .. .. . . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . .. . . .. . . .. . . .. . . 9,000 . . . . . . . . . . . . .. . . . . . . . .. . . .. . . .. .. .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . .. . .. . . .. . . .. . . . . .. 8,000 .. . . .. . . .. . . .. .. . . .. . .. . . .. . . . . .. . .. . .. ... . .. . . .. . .. .. . . .. . . . . .. . . . . . . .. . ... . .. .. .. .. .. . . . . 7,000 . . . . . . .. . . .. . . .. . . . ... . .. . . .. . . . . . . . . . . . . .. . . .. . . . . . .. . . . ... . . . . . . . . . . . .. . ... . . . . . . . . . . . . . . c (� 6,000 . . .. . . . . . . . . .. . . .. . .. .. . . . .. .... .. .. . . . . . . . . .... 5,000.-.. . .. . . .. . . .. . . .. . .. . . .. . . . . . . ... . .. . . .. . .. ..... .... 4,000 . . . . . . . . . . .. . . .. .. . ... . .. . . .. . . .. .... . . .. . . .... . .. . . .. .. ...... .... .... .... ....... .... .. .. . . . . 3,000-- .. . .. .. . . .. . . . . .. . . .. . . .. . . .. .. 2,000 ... . . .. . . .. . . .. . . .. .. . .. . . .. . . .. .. . . . . .. . . .. . . .. . ... . . 1,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day — — 1 st Floor Foyer(590/4 _F_ 1 st FI Bedroom#1 (580/4 —r-- 1 st R Parlor/ W alkin/ Master Bath(459/4 --f-- 1 st R Great Room(569/4 1— 1st FI Kitchen(451/4 1 st R Dining Room(151/4 1 st R Mudroom/ Pantry/ Powder Rm(429/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Pae 17 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 13,000 .. . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . .. . ... . . . . . .. . . . . .. . . 12,000 .. . ... . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . . .. . . .. . . . . .. 11,000 . . .. . . .... .... .. ....... .... ........ .... . . .. .... . ... . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . . 10,000 .. . . .. . . .. . . ... ... ..... .. 9,000 . . .* . . .. .. .... ......... .... ........ .... .... .... ............... .... .. . . .. .. . . ... .. . . .. . . .. ... . .. 8,000 .. . . .. . . ... . . . .. . . . . .. . . . . . .. . . .. . . .. .... .... .... . .. ...... .. .... . . . . .. . . . . .. . .... .. . . .. . . .. . . .. L7,000 .. . . .. . . . . .. . . .. . . . ... . .. . . .... . . . . .. . . .. .. .. . . .. . .. . . ...... . . .... .. . . . . . . .. . .. . . . . .. . . . . . . .. . . _c 6,000... . . . . . . . .. . . .. . . . . .. . .. . . .. . . . . .. . . . . .. . . .. . . .. . ... ..... .. .... .. .. .. .... .... .. ..... . ... . . .... . . 5,000 .. . . .. .. . ... . . .... . ... . ... . .... .. . . .. . . ... . .... ..I. 4,000 . . .. . . . . . . .. .. . . .. . .... . ... . . .. .. .. .. .. 3,000 . . .. . . .. . . .... ..... .. .. .... 2,000 •..• 1,000 .. . .. . .. . . . . .. . . . .. . .. . . . .. . . .. . . ... .. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day — — 2nd Roor Master Suite(439/41 —t— 2nd R Living Room(359/41 �— 2nd Fl Open To Below(400/4 —f— 2nd FI Bedroom#3(430/4 —"�— 2nd R Bedroom#4(371/4 �— 2nd FI Laundry/ Bath#3(80/4 —�� 2nd R Hallway(01%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16, 2021, 10:40 PM Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ,Aberdeen Building Consulting Royalton Row Lot 8 Design C ,Bay Shore,NY 11706 Pae 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total 'Description Quan Loss Gain Gain Gain A.32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40:Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 30.7 608 0 1,180 1,180 02 ,32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 B .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 21 417 0 923 923 Basic R5 door: Door-R5 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash &Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 18,542 18,542 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,511 0 1,873 1,873 Infiltration: Winter CFM: 110, Summer CFM:59 7,496 1,161 1,293 2,454 System 1,Zone 1 Load Totals: 33,491 1,761 25,874 27,635 Check Figures Supply CFM: 1,179 CFM Per Square ft.: 0.690 Square ft. of Room Area: 1,708 Square ft. Per Ton: 680 Volume (ft3) (Above Grade): 15,374 Volume (ft3) (Total): 15,373 Zone Loads Total Heating Required: 33,491 Btuh 33.491 MBH Total Sensible Gain: 25,874 Btuh 94 % Total Latent Gain: 1,761 Btuh 6 °/O Total Cooling Required: 27,635 Btuh 2.30 Tons (Based On Sensible+ Latent) 2.51 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Mvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Pae 19 System 2, Zone 1 Summar Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 2,530 2,530 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02 .32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,606 1,606 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 13,616 13,616 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 13,112 0 5,915 5,915 Infiltration:Winter CFM: 111, Summer CFM:59 7,538 1,167 1,300 2,467 System 2, Zone 1 Load Totals: 35,188 1,567 23,520 25,087 Check Figures Supply CFM: 1,072 CFM Per Square ft.: 0.630 Square ft. of Room Area: 1,700 Square ft. Per Ton: 741 Volume (ft3) (Above Grade): 15,461 Volume (ft3) (Total): 15,462 Zone Loads Total Heating Required: 35,188 Btuh 35.188 MBH Total Sensible Gain: 23,520 Btuh 94 % Total Latent Gain: 1,567 Btuh 6 % Total Cooling Required: 25,087 Btuh 2.09 Tons (Based On Sensible+ Latent) 2.30 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 20 S stem 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1 , Zone 1 Loss 4,000 33,491 Btuh 2,000 0 Floor 11% Glass 25% Ductwork 19% Wall 20% Door 1% Infiltration 22% 15,000 10,000 System 1 , Zone 1 Gain 27,635 5,000 Btuh 0 Floor 4% Glass 50% People 5% Infiltration 9% Wall 12% Door 1% Ductwork 7% AED Excursion 13% Tuesday, March 16, 2021, 10:40 PM [—Rh—vac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Pae 21 System 2, Zone 1 Bar Graph 15,000 10,000 System 2, Zone 1 Loss 35,188 5,000 Btuh 0 Roof 7% Glass 17% Ductwork 37% Wall 16% Door 1% Infiltration 21% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 25,087 Btuh 2,000 0 Roof 5% Glass 38% People 3% Infiltration 10% Wall 11% Door 0% Ductwork 24% AED Excursion 9% Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C' Bay Shore,NY 11706 Page 22 Detailed Room Loads - Room 1 - 1st Floor Foyer (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 202.0 sq.ft. Supply Air: 161 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 1,818 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 591 ft./min. Percent of Supply: 0 % Runout Air Velocity: 591 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.290 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 2x6 12 X 9 66 0.068 4.2 278 2.0 0 131 NW-Wall-R27 2x6 5.9 X 9 40.6 0.068 4.2 171 2.0 0 80 SE-Wall-R27 2x6 8.4 X 9 63.1 0.068 4.2 266 2.0 0 125 NW-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 30.9 0 392 SE-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 38.4 0 487 NE-GIs-01 .32/.40 shgc-0.4 0%S 42 0.320 19.8 833 30.9 0 1,299 Floor-R30 2x10 12 X 16.8 202 0.040 2.2 448 0.7 0 145 Subtotals for Structure: 2,498 0 2,659 Infil.:Win.: 12.6, Sum.:6.7 237 3.616 857 0.624 133 148 Ductwork: 810 256 AED Excursion: 475 Room Totals: 4,165 133 3,539 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design.0 Bay' Shore NY 11706 Page 23 Detailed Room Loads - Room 2 - 1st FI Bedroom #1 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.1 ft. System Number: 1 Room Width: 19.4 ft. Zone Number: 1 Area: 292.9 sq.ft. Supply Air: 201 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,636 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 101 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 0 % Runout Air Velocity: 512 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.169 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 NW-Wall-R27 2x6 2.6 X 9 23.2 0.068 4.2 98 2.0 0 46 SE-Wall-R27 2x6 15.1 X 9 105.1 0.068 4.2 443 2.0 0 208 SE-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 38.4 0 1,180 SW-GIs-02 .32/.40 shgc-0.4 88%S 84 0.320 19.8 1,667 17.5 0 1,470 Floor-R30 2x10 19.4 X 15.1 292.9 0.040 2.2 650 0.7 0 210 Subtotals for Structure: 3,849 0 3,294 Infil.:Win.: 17.7, Sum.: 9.5 334 3.614 1,206 0.623 187 208 Ductwork: 1,220 320 AED Excursion: 593 Room Totals: 6,275 187 4,415 Tuesday, March 16, 2021, 10:40 PM Rhpac;-Residential&Light Commercial HVAC Loads Elite Software Development,lnc. Aberdeen.Building Consulting Royalton Row Lot 8.Design C. Ba '.Shore NY 1'1706 Pa a 24 Detailed Room Loads - Room 3 - 1st FI Parlor/ Walk-in/Master Bath (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.9 ft. System Number: 1 Room Width: 19.4 ft. Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3:6 AC/hr Volume: 1,908 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 57 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 649 ft./min. Percent of Supply: 0 % Runout Air Velocity: 649 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.477 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss I-ITM Gain Gain NE-Wall-R27 2x6 19.4 X 9 144.3 0.068 4.2 608 2,0 0 285 SE-Wall-R27 2x6 10.9 X 9 92 0.068 4.2 388 2.0 0 182 SE-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 38.4 0 239 NE-GIs-B .32/.40 shgc-0.4 0%S (2) 30.5 0.320 19.8 606 31.0 0 944 Floor-R30 2x10 19.4 X 10.9 212 0.040 2.2 470 0.7 0 152 Subtotals for Structure: 2,195 0 1,802 Infil.:Win.: 14.5, Sum.:7.8 273 3.615 987 0.623 153 170 Ductwork: 768 180 AED Excursion: 334 Room Totals: 3,950 153 2,486 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Pa a 25 Detailed Room Loads - Room 4 - 1st Fl Great Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 365.0 sq.ft. Supply Air: 348 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.4 AC/hr Volume: 3,285 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 639 ft./min. Percent of Supply: 0 % Runout Air Velocity: 639 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.338 in.wg.%100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 27 X 9 120 0.068 4.2 506 2.0 0 238 SW-GIs-E .32/.40 shgc-0.4 0%S (2) 39 0.320 19.8 774 38.4 0 1,498 SW-GIs-02 .32/.40 shgc-0.4 0%S 84 0.320 19.8 1,667 38.4 0 3,228 Floor-R30 2x10 365 X 1 365 0.040 2.2 810 0.7 0 261 Subtotals for Structure: 3,757 0 5,225 Infil.:Win.: 12.9, Sum.: 6.9 243 3.613 878 0.626 136 152 Ductwork: 1,119 554 AED Excursion: 1,028 People:200 lat/per, 230 sen/per: 3 600 690 Room Totals: 5,754 736 7,648 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting Royalton Row Lot 8 Design C Ba Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - 1st F1 Kitchen Avera a Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 249.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 2,241 cuff Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 645 ft./min. Percent of Supply: 0 % Runout Air Velocity: 645 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.344 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 18.1 X 9 142.1 0.068 4.2 599 2.0 0 281 S-Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 W -GIs-F .32/.40 shgc-0.4 0%S 21 0.320 19.8 417 44.0 0 923 Floor-R30 2x10 249 X 1 249 0.040 2.2 553 0.7 0 178 Subtotals for Structure: 1,645 0 1,418 Infil.: Win.: 9.6, Sum.:5.1 181 3.616 655 0.624 101 113 Ductwork: 555 140 AED Excursion: 259 Room Totals: 2,855 101 1,930 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design.0 -Bay Shore,NY 11706 Page 27 Detailed Room Loads - Room 6 - 1st F/ Dining Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 176.0 sq.ft. Supply Air: 60 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,584 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 683 ft./min. Percent of Supply: 0 % Runout Air Velocity: 683 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.528 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R27 2x6 22 X 9 182.8 0.068 4.2 770 2.0 0 362 E -Wall-R27 2x6 5.7 X 9 51 0.068 4.2 215 2.0 0 101 NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N -GIs-B .32/.40 shgc-0.4 100%S 15.2 0.320 19.8 303 14.0 0 214 Floor-R30 2x10 176 X 1 176 0.040 2.2 391 0.7 0 126 Subtotals for Structure: 1,809 0 864 Infil.:Win.: 14.9, Sum.: 8.0 280 3.61.4 1,011 0.622 157 174 Ductwork: 681 95 AED Excursion: 176 Room Totals: 3,501 157 1,309 I� i I Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting - Royalton Row Lot 8 Design C Ba Shore,NY 11706 Page 28 Detailed Room Loads - Room 7- 1st FI Mudroom /Pantry/Powder Rm (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 25.9 ft. Zone Number: 1 Area: 211.3 sq.ft. Supply Air: 207 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 1,902 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 0 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 28 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 25.9 X 9 187.1 0.068 4.2 789 2.0 0 370 N -Wall-R27 2x6 8.2 X 9 53.5 0.068 4.2 226 2.0 0 106 E -Wall-R27 2x6 24.4 X 9 199.8 0.068 4.2 842 2.0 0 395 N -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 E -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 W -GIs-B .32/.40 shgc-0.4 0%S (3) 45.7 0.320 19.8 909 43.9 0 2,010 Floor-R30 2x10 25.9 X 8.2 211.3 0.040 2.2 469 0.7 0 151 Subtotals for Structure: 3,731 0 3,280 Infil.:Win.:28.0, Sum.: 15.0 526 3.615 1,902 0.623 294 328 Ductwork: 1,359 329 AED Excursion: 611 Room Totals: 6,992 294 4,548 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting - . Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 2nd Floor Master Suite (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.5 ft. System Number: 2 Room Width: 19.4 ft. Zone Number: 1 Area: 572.8 sq.ft. Supply Air: 407 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 5,155 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 102 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 518 ft./min. Percent of Supply: 0 % Runout Air Velocity: 518 ft./min. Actual Winter Infil.: 41 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 22 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 NE-Wall-R27 2x6 19.4 X 9 137.7 0.068 4.2 580 2.0 0 272 SE-Wall-R27 2x6 29.5 X 9 228.6 0.068 4.2 964 2.0 0 452 SE-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 38.4 0 239 SE-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 38.4 0 1,18"0 NE-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 30.9 0 462 NE-GIs-1 .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 30.9 0 684 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 17.5 0 1,470 UP-Roof-R49 Ceiling Joists 29.5 X 572.8 0.025 1.6 888 0.7 0 415 19.4 Subtotals for Structure: 5,948 0 5,354 Infil.:Win.:41.0, Sum.:21.9 615 4.540 2,792 0.784 432 482 Ductwork: 5,191 2,245 AED Excursion: 846 Room Totals: 13,931 432 8,927 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 117106 Page 30 Detailed Room Loads - Room 9 - 2nd FI Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.3 ft. System Number: 2 Room Width: 14.3 ft. Zone Number: 1 Area: 261.2 sq.ft. Supply Air: 164 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 2,351 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 602 ft./min. Percent of Supply: 0 % Runout Air Velocity: 602 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.300 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 14.2 X 9 91.2 0.068 4.2 384 2.0 0 180 SW-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 38.5 0 576 SW-GIs-I .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 38.4 0 850 UP-Roof-R49 Ceiling Joists 18.3 X 261.2 0.025 1.6 405 0.7 0 189 14.2 Subtotals for Structure: 1,524 0 1,795 Infil.:Win.: 8.6, Sum,:4.6 128 4.538 582 0.780 90 100 Ductwork: 1,251 906 AED Excursion: 341 People:200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,357 490 3,602 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 31 Detailed Room Loads - Room 10 - 2nd FI ®pen To Below (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.3 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 160.0 sq.ft. Supply Air: 120 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 1,600 cu.ft. Req. Vent. Clg: ' 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 685 ft./min. Percent of Supply: 0 % Runout Air Velocity: 685 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.531 in.wgJ100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R27 2x6 2.4 X 10 24.2 0.068 4.2 102 2.0 0 48 NE-Wall-R27 2x6 12 X 10 84.1 0.068 4.2 355 2.0 0 166 SE-Wall-1327 2x6 5.9 X 10 59.2 0.068 4.2 249 2.0 0 117 NE-GIs-G .32/.40 shgc-0.4 0%S 35.9 0.320 19.8 712 30.9 0 1,110 UP-Roof-R49 Ceiling Joists 13.3 X 160 0.025 1.6 248 0.7 0 116 12 Subtotals for Structure: 1,666 0 1,557 Infil.:Win.: 13.6, Sum.: 7.3 203 4.539 923 0.782 143 159 Ductwork: 1,538 660 AED Excursion: 249 Room Totals: 4,127 143 2,625 Tuesday, March 16, 2021, 10:40 PM Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 32- Detailed Room Loads - Room 11 - 2nd F/Bedroom #3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 275.0 sq.ft. Supply Air: 164 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,475 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 600 ft./min. Percent of Supply: 0 % Runout Air Velocity: 600 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.298 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 10.5 X 9 75 0.068 4.2 316 2.0 0 148 S-Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 SW-Wall-R27 2x6 12.4 X 9 92.3 0.068 4.2 389 2.0 0 183 W -GIs-E .32/.40 shgc-0.4 0%S 19.5 0.320 19.8 387 44.0 0 857 SW-GIs-E .32/.40 shgc-0.4 0%S 19.5 0.320 19.8 387 38.4 0 749 UP-Roof-R49 Ceiling Joists 1 X 275 275 0.025 1.6 426 0.7 0 199 Subtotals for Structure: 1,981 0 2,172 Infil.:Win.: 15.0, Sum.:8.0 224 4.540 1,018 0.785 158 176 Ductwork: 1,781 903 AED Excursion: 340 Room Totals: 4,780 158 3,592 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting . Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 33 Detailed Room Loads - Room 12 - 2nd FI Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 19.8 ft. System Number: 2 Room Width: 11.5 ft. Zone Number: 1 Area: 227.1 sq.ft. Supply Air: 155 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,044 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 570 ft./min. Percent of Supply: 0 % Runout Air Velocity: 570 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.270 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 11.5 X 9 72.8 0.068 4.2 307 2.0 0 144 N -Wall-R27 2x6 19.8 X 9 177.8 0.068 4.2 749 2.0 0 352 W -GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 44.0 0 1,350 UP-Roof-R49 Ceiling Joists 19.8 X 227.1 0.025 1.6 352 0.7 0 165 11.5 Subtotals for Structure: 2,016 0 2,011 Infil.: Win.: 18.8, Sum.: 10.0 281 4.540 1,277 0.782 198 220 Ductwork: 1,956 858 AED Excursion: 323 Room Totals: 5,249 198 3,413 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd FI Laundry/Bath #3 (Average Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 122.0 sq.ft. _ Supply Air: 45 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,098 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 45 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 0 % Runout Air Velocity: 517 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.304 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 6 X 9 54 0.068 4.2 228 2.0 0 107 E-Wall-R27 2x6 10.2 X 9 92.2 0.068 .4.2 389 2.0 0 183 NE-Wall-R27 2x6 2.9 X 9 23.4 0.068 4.2 99 2.0 0 46 NE-GIs-J .32/.40 shgc-0.4 0%S 2.8 0.320 19.8 56 31.1 0 88 UP-Roof-R49 Ceiling Joists 1 X 122 122 0.025 1.6 189 0.7 0 88 Subtotals for Structure: 961 0 512 Infil.:Win.: 11.5, Sum.:6.2 173 4.539 783 0.783 121 135 Ductwork: 1,036 249 AED Excursion: 94 Room Totals: 2,780 121 990 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting _ Royalton Row Lot 8 Design C Bay Shore,NY 11706` Pae 35 Detailed Room Loads - Room 14 - 2nd FI Hallwa (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 82.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 738 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 17 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 194 ft./min. Percent of Supply: 0 % Runout Air Velocity: 194 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.045 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 4 X 9 16 0.068 4.2 67 2.0 0 32 N -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 UP-Roof-R49 Ceiling Joists 1 X 82 82 0.025 1.6 127 01 0 59 Subtotals for Structure: 442 0 215 Infil.:Win.: 2.4, Sum.: 1.3 36 4.528 163 0.778 25 28 Ductwork: 359 93 AED Excursion: 35 Room Totals: 964 25 372 Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Ba Shore NY 11706 Page 36 Room Cooling and Heating Loads Bar Graphs 1 st Floor Foyer 1 st FI Bedroom#1 Cooling 1 st FI Parlor/Walk-in/Master Bath �1;\ \71 1 st FI Great Room 1 st FI Kitchen 1st FI Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite -- --- Heating 2nd FI Living Room 2nd FI Open To Below 0 5,000 10,000 15,000 Btuh Tuesday, March 16, 2021, 10:40 PM Rhvac•Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Page 37 Room Cooling and Heating Loads Bar Graphs 2nd FI Bedroom#3 Cooling 2nd FI Bedroom#4 2nd FI Laundry/Bath#3 11 Heating 2nd FI Hallway 0 1,000 2,000 3,000 4,000 5,000 6,000 Btu h Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Page 38 Room Cooling Loads Bar Graphs 1 st Floor Foyer 1 st FI Bedroom#1 Sensible 1 st FI Parlor/Walk-in/Master Bath 1 st FI Great Room 1 st FI Kitchen 1st FI Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite Latent 2nd FI Living Room 2nd FI Open To Below 0 2,000 4,000 6,000 8,000 10,000 Btu h Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore NY 11706 Page 39 Room Cooling Loads liar Graph- s 2nd FI Bedroom#3 Sensible 2nd FI Bedroom#4 2nd FI Laundry/Bath#3 4 Latent 2nd FI Hallway 0 1,000 2,000 3,000 4,000 Btuh Tuesday, March 16, 2021, 10:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706 Pa a 40 FS- stem 1 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1st Floor Foyer 202 4,165 54 2-5 591 3,539 133 161 161 2 1 st FI Bedroom#1 293 6,275 82 2-6 512 4,415 187 201 201 3 1 st FI Parlor/ 212 3,950 51 2-4 649 2,486 153 113 113 Walk-in/Master Bath 4 1 st FI Great Room 365 5,754 75 4-5 639 7,648 736 348 348 5 1 st FI Kitchen 249 2,855 37 1-5 645 1,930 101 88 88 6 1 st FI Dining Room 176 3,501 46 1-4 683 1,309 157 60 60 7 1 st FI Mudroom/ 211 6,992 91 2-6 528 4,548 294 207 207 Pantry/Powder Rm Duct Latent 1,175 Return Duct 725 0 629 System 1 total 1,708 34,216 436 25,874 3,564 1,179 1,179 System 1 Main Trunk Size: 12x17 in. Velocity: 832 ft./min Loss per 100 ft.: 0.101 in.wg Cooling System Summar Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.45 88%/12% 25,874 3,564 29,439 Recommended: 2.87 75%/25% 25,874 8,625 34,499 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TG1151524MSA RA1748AJ2 Indoor Model: BV*`C7(6,9)48 Brand: WEATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Tuesday, March 16, 2021, 10:40 PM RhVac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 8 Design C Bay Shore,NY 11706• Page 41 FS--stem 2 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 2nd Floor Master 573 13,931 181 4-6 518 8,927 432 40.7 407 Suite 9 2nd FI Living 261 3,357 44 2-5 602 3,602 490 164 164 Room 10 2nd FI Open To 160 4,127 54 2-4 685 2,625 143 120 120 Below 11 2nd FI Bedroom#3 275 4,780 62 2-5 600 3,592 158 164 164 12 2nd F1 Bedroom#4 227 5,249 68 2-5 570 3,413 198 155 155 13 2nd FI Laundry/ 122 2,780 36 1-4 517 990 121 45 45 Bath#3 14 2nd FI Hallway 82 964 13 1-4 194 372 25 17 17 Duct Latent 1,162 Return Duct 2,124 2,344 624 System 2 total 1,700 37,312 458 25,864 3,354 1,072 1,072 System 2 Main Trunk Size: 12x16 in. Velocity: 804 ft./min Loss per 100 ft.: 0.097 in.wg Cooling System Summar Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Not Required: 2.43 89%/11% 25,864 3,354 29,218 Recommended: 2.87 75%/25% 25,864 8,621 34,486 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV"C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Tuesday, March 16, 2021, 10:40 PM APPROVED AS NOTED OCCUPANCY OR DATE:P2—2 L e YB.P.# USE IS UNLAWFUL F NOTIFY/BUILDING DEPARTMENT AT WITHOUT CERTIFICXI F 5 1802 8 A TO 4 P AOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH .- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION.MUST COMPLY WITH ALL CODES OF BE COMPLETE FOR ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUI ED AND CONDITIONS OF YORK STATE". NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES DO NOT PROCEED WITS-' N.Y.S.DEC FRAMING.UNTIL SURV;:', OFFOUNDATION LOCATIC MAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE, required as per NYS Code ELECMTCAL NSPEMON RE QUIREb" PLUMBER CER T/F1CATlON A CONTENT BEFORE I exterior fighting ON LEAD installed,replaced or CER T/F/CATE OF OCCUPANCY repaired shall conform SOLDE to Chapter 172 SUPPLSySTEM CAN TER of the Town Code EXCEED 2110 OF 1% LEAD. Must provide Manuals PLUMBING D, J and S as per ALL PLUMBING'WASTE NYS Energy Code &WATER,LINES NEED TESTING'BEFORE COVERP,1' Blower door and ductwork TRUSS PLACARDING REQUIRED testings required, SITE PLAN HATCH KEY: d PROPOSED BUILDIN5 ADDITION w" Q ,gip r`a, ,•.y �� °", Ar. ',; Q r PROPOSED ACCESSORY STRUCTURE r §' �> w w J k, t� PROPOSED 2ND STORY ,�" p ' J ' J P: O�IE�T SCOPE : PAOE <E : PROJECT LOCATION & SCOPE Z NEW 2 STORY WD. FRAMED DWELL I NO WITH ATTACHED SITE PLAN & ZONING DATA OARAOE RNID COVERED PORCH QZ o - - - -- - -- ; GENERAL NOTES------ -_- ------- ---- I � w ENERGY TABLE J pp -- - --- -- - -- STRUCTURAL DESIGN CHARTS Z � o / Z DATA ! — rl 202 O ��-��- -�-� F'fi22T�_GT c�NING 00� 00 - --- - -- -- --- ---- - - - --� =' 2 15 __ __- -- -- _____.._ . ___.---- _.,, 1000-113-07-19,3-� _.__.._� _� HOLDOWN ANCHOR BOLT o O %' \ TAY, MAP �' - ---__. .._. ._____._—_ ' ' ' I I STRAPPING, & NAILING DETAILS 'I, Q Z zoNlNr DlsrRlGr A—c h FASTENING SCHEDULE �- w (o / \ \ Lo IX rl LOT AREA 0.7 ACRES /�� N W`TLANDS DISTRICT N N/A ��m��.00 FRAMING GRAPHICS ri - p BEAM CONNECTION PATTERNS DEC DISTRICT N N/A LLJ FIREBLOCKING DETAILS C SUFFOLK COUNTY HD APPROVAL R-21-01'75 5 PROPOSED FOUNDATION PLAN v w 501 REAR YARD J HABITAELE SPACE PROP05ED: U 1L !� E;ASCMI=NT AREA - - - -- - - - -}- - - - - `� PROPOSED FIRST FLOOR PLAN FIRST FLOOR AREA 1,987 S.F. SECOND FLOOR AREA 1,662 S.F. r• ,. ,,�'•;r,ff', f,rrrf+'..}f,:...r++r}f,}fr }r":: . ------- f TOTAL BEDROOM COUNT S .. +f +`}r` PROPOSED SECOND FL A OJ S CO FLOOR PLAN �r f, `.}rr f ,ff rt.+ r':r ,t`rr• rf f?1` }fj'°i ,,r. '. rf ,rrrt`,r t+ },f =f} +l r't`J'fff, f' }is tr }` t 76.2' ,'ft'' rf N £rlrf +rr, . ,f 2 STORYHOUSE O ,f}r '+}I rf+ rf' Ir` i ff} +Ir. f�''�'fr .,`1967 SF FOOTPRINT'+r}'='f'`f= 1 r f�'•': � I S t+,'f r� .ff.' :'r��+:`f'�} ''}•t / :j`f r, ef, j, f:f r it ij ,rr r,f ' A, ;.1 r. r r�+z} - -- jf ,f t t I'' [ f +f�.+ fr, fG. A cr R A r ,r''` rf. r r}rift+'r:rr' f;r r r PROPOSED EXTERIOR LEVATIONS r} 1 „t®2O I .O® � I rrr'r rr++' ,,',';. +,f,: ''�ff` /t••'1>`1,+ ,t'r' +:r I }r fr '. , t f. ' rr ` PC�GS � -202 .00 302 PROPOSED EXTERIOR ELEVATIONS DF-5rlRIPTICN (FOOTPRINT) AREA LOT l DRIVEWAY / COVERAGE � TOTAL LOT AREA 32,108.0 S.F. / PROPOSED 3uILD1NG �i I,967.o S.F. BUILDING SECTIONS I / PROPOSED GARAGE I 584.0 S.F. 1.89 SII I � I 40' FRONT YARD / - I I I I / PROPOSED COVERED PORCH 302.0 S.F. 0.9jo I' i PROPOSED DECKS i 310.o S.F.sFI.o� - 02 .00 BUILDING SECTIONS \ I DESIGN DETAILS , / TOTAL AREA OF ALL STRUCTURES 3163.0 S.F. 9.9Y / "MAXIMUM LOT COVERAGE ALLOWED - 20 % I I - -------------- -- --- I I I DESIGN DETAILS i C4\ � i z O _ , ,8 / RE-OUI RED 5E7BAGK5 - MAIN BUILDING i U I I 0� OD �p� REG2UIRED PROPOSED COMPLIES PROPOSED STRUCTURAL PLANS W --} ---- --- - -- I--- -- - - FRONT YARD 40.0 66.5' YES ! - - ----- ---- �� RO)"ALTON ROW - � I I e w jr - - --- --- - - - - -- ---- a SIDE YARD 15.0 -765.2' YES PROPOSED STRUCTURAL PLANS o BOTH SIDE YARDS 35.0' 125.0' V YES PROJECT: REAR YARD 50.0' 52.2' YES I - I II I it PROPOSED STRUCTUR41- PLANS ROYALTON ROW LOT S DESIGN! C I - --- -- - ---- - DWV/ WATER SUPPLY RISER COX NECK ROAD GAS RISER l MATTITUCK, NY 11952 DRAWING TITLE: ... .. . ..,..:� .. \:'.. -.s°t,.rle-•.._..":nc':<fsA^,�\ .. me ..�\\rc\\\\\\o�o�\\r�\\\\\\•, _.^,��\\\o,�\r\' `._ ,eeo..r\�'.. SITE PLAN PROJECT LOCATION & SCOPE — SGA E. I O 20'-0" LSITE PLAN & ZONING DATA „ A „ .; ego . .: SU�.JEGT Pfi�OPEfi�TY su\ r. 1 OF 16 31 .a \ .. ; T LAYOUT NOTES: 51 EL OTN ` r; I. THIS IS AN ARCHITECT 5 SITE PLAN � IS R -,. SUBJECT TO VERIFICATION BY A LICENSED '` 5U „ >. SURVEYOR. THE INFORMATION � r REPRESENTED ON THIS SITE PLAN IS TO THE r �,•; ;. ��.� r "; Y ......,. ... ., .;. ARCHITECTS BEST OF KNOWLEDGE. �:; ��.. . , %!�' , \. r FORMATION WASOBTAINED a \\ =2 2. SURVEYIN --1 a.... M A SURVEY DATEDSEPT. • ••.. <•'..` ,`... • .`•`. "•,:. . � FROM TE 5 . .. . . ..... . . :, .....:>. a AND PREPARED BY: .. : •'. . >5 . .:. PETER A. GROBEN \ / �a •a'�� <�lJ a 2 AND SURVEYOR ) -1 Ll P.O. BOX '104 RIDGE, NY 11961 OP N TELEPHONE: (631) 849-4750 LOGA710N MAP 5CALE: NTS I I CARPENTRY WOOD FRAMING MATERIAL STANDARDS __ __ -- _ _- ____ --- __ _ _-__ _ I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 8-15) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVC-NT THE USE \ / FOUNDATION_GG'it R;^Ti=`SND MA�,ONRY I - _ - ---_ __-- -- - - - - -- -- - ---...'q NOTES I$ Si=E_G 1 F 1 G�cTI ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. GONTRAGTOr�S id VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT AE35RE X I AT I ONS PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING APPLIES TO TH7 NEN VIOFK B1=1Nr5 PERFORMED AND SHALL COORDINATE THE x I f `�-/ I, (L _ SUB GONTF'A.TJRS IN __t..,H A MANNER TO ASSURE THAT THE CONDITIONS OF -__ >_ _ ---_ IT IS THE CONTRACTORS,RESPONSIBILITY TG KEEP THIS GONSTRUGTIDN DOCUMENT BINDER E FIRST At1D SEG td -_.:_ _- - T06ETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. BOARD - 'II K KIPS (1000 L55) ii 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 5CRATGH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, ODE 16, OR TESTINO B A. APPROVED - - SPECIFICATIONS AND BE FAMILIARIZED WITH THE PLANS PROR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDURE __ _-_ _----7-=_-_------ -_-1 Lu Lu THE O. ); FLOORS ARE TAKEN INTO ACCOUNT. BD. I. ' ! AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I BASE FLOOD ELEVATION MANU SPEC.'e- MANUFACTURERS SPECIFICATIONS W 3. 511-1-5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT _ 2. ALL FOOTIN aS TO BAR ON FIRM, VIRGIN, UNDISTURBED 501E BFE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD --- - -- - - - __- - - 07NERAL - -- -- I5 NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 3. SOIL TO HAVE MIN. 1;EARIN6 CAPACITY OF (I) TON/5Q. FT., U.O.N. BLDG. BUILDING MAX MAXIMUM jl - I _-_ - -- ---------------.------- - J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY 'TECO' OR II a APPLICABLE BUILDING DEPARTMENT. OTHERWISE NOTED _ __ MEGH. MEGHANIGAL -___-- _ - -___ _ _ APPLICABLE AS A DERIVED WORK). - - _-- -- - - � - _-_ -- J � - - 4. FOOTINGS TO RST A HIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM iI 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, I B.O. BOTTOM OF MIN. [MINIMUM I EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, I -" ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - - J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING BOT. BOTTOM J1 NAVD88 I NORTH AMERICAN VERTICAL DATUM OF III I O 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - - ___ - - - _- __ _ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER O1- FRAMII� IS IN PLACE. B.O.W. BOTTOM OF WALL �I NYC, BG 'I NEW YORK CITY BUILDING CODE RPOSES, '7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. 1 G.J. CEILING JOIST J O.C.-- __- - - ER: ALL V400D RS USED FOR LOAD-BEARINO _-_ - . -- - - -__ AND AUTHORITIES HAVING JURISDICTION. U.O.N. I.I. LNGLVOING END-JOINTED END EDGE-GLUED LUMBER, SHALLBE IDENTIFIED I I'�ON CENTER I 0 4. ALL UNNOTED OR NON VISIBLE EASEMENTS ARE THE RESPONSIBILITY -7. ALL BEAMS, CIRDER5, ETC. TO HAVE MIN. OF 3-I/2' BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY - - -_- --"_ - -_ _-- -- - - - 113- ____ '. OF THE OWNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID LWITHNGONGRETEINO5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED I' IIOCG. OCCUPANCY >_ DBL. _ DOUBLE Ir ' U __ __- -_-- -_- __ - -_- 1 z DFE - - --- __ - 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE IN EQUIVALENT. THE q. ANCHOR BOLTS SHALL B 11 F5FE - i,PRELIMINARY BASE FLOOD ELEVATION O 5. ANY OMISSIONS OR DISGREPANGIE.S OF PLANS AND/OR JOB CONDITIONS GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR E IN ACCORDANCE WITH PAGE 6 003. DESIGN FLOOD ELEVATION - I- - - SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDINGq. ALL HOOD IN515NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE -- - f -- WITH THE WORK. PT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DIM DIMENSION P GONG. 1,POURED CONCRETEii D.J. , - _- __ __- --- F- ` DAYS OF 4000 P.5.1., U.O.N. - - - =_ -- - _._ Z b. NO DEVIATIONS OR CHANGE5 TO THE STRUCTURAL 5Y8TEM SHALL BE MADE 1.2. GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL MEET I, DECK JOISTS I PL. PLATE li UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. THE PROVISIONS OF AN51/ALTC A I q0.1 STRUCTURAL GLUED LAMINATED = '' - _ - - ____j_____._________ ------.- - -_-_ ,-_ _,_-_ __ __ --.--- -----------------jI Q O ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2 THIGKNE55 ON WALLS AND TIMBERS. II. GONG. SLA55 TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH EA. EACH PLYWD. ---'II I w 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER - - _ PLYWOOD - - IIII W 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED 5 PER 5 G G D -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN -_--_--_ -_- -__________---- �I - --- - - -- - J ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR -LANS BEFORE THE START OF FRAMING APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ii ELEV. ELEVATION P.T. I PRE55URE TREATED 00 - - _ -_-._- - - -- '- WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 -= - - .- J 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING R K - II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF COX &RADE. 13. BRICK VENEER TO 8E ANCHORED WITH CORROSION N EQUIP. I EQUIPMENT REOID lI REQUIRED � R' O NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS _ R 510 RESISTANT TIES f _ _ ___ _ -._ __, „-___ _ __ _ - . ___ _ =_J._ - -__ _ __ -_ ___ _- _- - _ s Z 0) O - RISER J r"� EXISTING RI q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL liJ WALL Tic PER (3) 5Q. FT. II EXIST. I -- ;I - "- --" -- - ----- -- REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GORE 14. FLASH JOINT AT BRICK LEGE AND PROVIDE WEEP HOLES, I 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR I EXTERIOR RM. I ROGM _ - Z � d' 10. OWNER/BUILOER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. r-_-_ -__- ______. _ _ _ !_ _ ______ _ _ _____ _- _______ _____ ___ ____ _ _- GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL _ -- EXT ,i ' 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ESH AIR INTAKE 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT ,, ___ - --- R R ROOF RAFTER - _ - ---- a Z II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. 14 US NG, STRUCTURAL LUMBERS ALL MEET OTH EPROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I.F A I 'i I, - -----_--_-_=--==1; V' W cU AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF I FAR FLOOR AREA RATIO BTL. STEEL I'I --__ i------ - -__ _ _ _ ____ _______ _ __ _ PERMISSION FROM THE ARCHITECT. 14. PROVIDE 'X' GROSS BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS RECUT E THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES II - -- 1` _-_ - -- __ --------------- -- _ - __=I, � O � - - -- -- -- 1 I EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS F.A.V. FRESH AIR VENT S.V. I SMART VENT O ,, 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION CF THE WORK AND 15 SET FORTH IN THE MANUFACTURERS GODS EVALUATION REPORT. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO ____ __ __- _____ ____ __ ___ ____________Ji ____ ____ J O CONCRETE SHALL BE PLACED ON FROZEN SURFACES. IFF FINISHED FLOOR -- - - - - --- - - - - - ---- RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES Tp BE DOUBLED AND LAPPED AT CORNERS, SEE CONCRETE PAGE _USSES: ASSEMBLIES U51NO PREFABRICATED Ii 1 TO BE DETERMINED - - 11. NO ADDITIVES IVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TBD Lu 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 15 HOODPREFABTR.USS 5 SHA L MRICATED V400P TERET THE PROVISIONS OF THIS DOCUMENT, THE I FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. I TEMPERED GLAS5 IG,. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 ARCHITECT/ ENGINEER. 1. - - __ ___- REASONABLY GLEAN AT ALL NECESSARY. - 14. THE CONTRACTOR SHALL KEEP PREMISES TIMES. AT THE COMPLETION OF WORK, THE GONTRAGTOR SHALL REMOVE ALL CONNECTED WOOD TRU55 GONSTRUGTION, THE TRU55 OE51&N DRAWIN65, FLOOR JOISTS THK. THICK SET FORTH IN AND TR I NATIONAL DESIGN STANDARD FOR METAL PLATE ip, PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND F.I.I.F'J' - - __ - - , - . . - _.._ - _ -- SIL_ _.__ ___ __ -_ _ _ __ ____- ___ _ _ _ F"' OR THE MANUFACTURERS CODE EVALUATION REPORT. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. I U -- -- -- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK � WHERE EVER APPLIG.ASLE. - - 11 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL Iq. UNLESS O,HERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE I _ _-, 'I__ - II TOP OF WALL VJ BROOM GLEAN. - - - _ - -- _ - _ -- - =I - - - - I5. AT WET WALL PARALLEL TO JOI5T5 FRAME DOUBLE JOIST AS PER CODE. I FR. FRAME I Tr TREAD �� U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL MEET THE PROVISIONS OF ASTM 636 SPEGIFIGATION FOR GYPSUM MIN. 10' CJEEP PROJEGTN> 6" ON EACH 510E OF THE FOUNDATION WALL. __ _ ___ ___ ___ _ _ i_ ____ _ _ _ __ __ GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB o - T, - - _- _ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYP5UM LATH, OR ASTM C-7q T- _ F I! - - - J FLOOR SHALL NEVER EXCEED A IG," SPAN. � ROVIU: ✓'1C, #4 DE,-O�;MED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FRPR. �'I FIREPROOF � TYP I TYPICAL � � J AND ORDINANCES. SPECIFICATION FOR GYPSUM SHEATHING BOARD. GONGRE c SLAB- O HAVE bxb 10/10 WELDED WIRE REINFORCING. _ I, _ - - - - - - --- -- .. - _ --= _ Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING - 5E e r- !GYP. BD. i GYPSUM BOARD 'I U G N III UNLESS OTHERWISE NOTED ll Q ,. IG,. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF _ 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. t"GR EGO,lid STOr.Y A✓DITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - _ _ _ JI-__• - AS PER PAGE G 003. -- - - ��- - H.D. HOLD DOWN IT V.I.F. - - -- - _ - - _- - THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS IN SOLID 8 SGUND CONDI�ION WITH AN EXIST. FOOTING OF MIN. IG, WIDE x 8 iI - --If- � '_� MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF VERIFY IN FIELD �_;�, ` 4 - - I. _ -_ - - - _ - _,_- __ - a, COMPLETION OF PROJECT. 8 STRUCTURAL PANELS: CLOW CI - - 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN - - AGGORDANGE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD D O DF. I ANSI/AHA "1-35.6 HARDBOARD 51DNC. - - I'T. THE CONTRACTOR SHALL INDEMNIF=Y AND HOLD HARMLESS THE OWNER, WITH 11 ARCHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I ASPHALT Rd0> ING HINLES _ __ -_-- - - D D R � w/ I 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL __ _ _ < AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLA55-A ASPHALT ROOFING I HNGR HANGER WD. -II WOOD ...-===1 "__: :: ••• ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INSUL. INSULATION ZR 1 THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER I - 1'ZONING RESOLUTION MANUFACTURER SUCH AS: HANGERS, NAILS, 5GR.EWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 2. SHINGLES SHALL BE AP R # - - . , - - - - .- --.- I;_ ___ --__.- . _ _ _ _ __ _ _ _ PLIED OVER 15 BUILDING, FELT, UNLE55 OTHERWISE - I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY NOTED. ALSO, GONTRAGTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE Il INT. -JINTERIOR J' INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND WATER BARRIER FROM E D6.F_ OF EAVE TO 24" INSIDE EXTERIOR WALL - - - -- ITSELF INGLUDIN6 THE L055 OR USE 'RESULTING THEREFROM). (B) IS CAUSED IN WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE LINE. $ 24" FRCM ALL VAL�_EY5, AND ROOF FLASHING CONDITIONS. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 21. LVL (LAMINATED VENEER LUMBERS DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. CONTRACTOR, ANY SUSGONTRACTOR., ANYONE DIRECTLY OR INDIRECTLY A. TRU55 J015T MGMILLIAN LcIF MIGROLAM 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF _ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY B• GEORGIA PACIFIC, 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFER50ARD ORIENTED-STRAND -=_ --_ __- =_ - HOLm�OV�1IN �E`�A I LS til'' �A� A 1__ I �fi � I �� R OU I R M 1�1•fia FOR FASTENING SCHEDULE A UII a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER �� FT, SHEAR� $ LATERAL= N I El RE� STAI�tGiE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REG2UIREMENTS, W ---- W AND ROUGH OPENING FRAMING REQUIREMENTS) .••I "ALL STRAPPING TO BE V4"x 20 0ALGE" -- 1151MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE FUSE 10d NAILS IF 57 AFF I NO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q - - -__-__--_--- -__-_--:—_---_-='I---FASTENER SPEC,. - _ -FASTENER HOLDOWN 'A' HOLDOWN 'B' --- DESCRIPTION O GONNFGTION ANA I L= I NO ORI - __--__ --=—_- -. __ ___ AND QUANTITY 5PAC I NG J FOR FOEXIST. ry ROOF 4 CEILING FRAMING1.DIM's ARE III ENDWALL ENDWALL _ ..... COMMON NAIL w/o IPREBORED DOLES.ON E OF ONLY A Ibd RAFTER TO TOP PLATE (TOE-NAIL) -__ -_=�-IIf _ = SEE PAGE G-003= PER RAFTER --- 11 (3) 2x FULL (3) 2x FULL CORNER STUD .M-' AT RAFTER TO RIDGE �" 2 2.WOOD IS ASSUMED TO BE DF,#2 4 BTR. IN DRY USE - -- _ HEIGHT 5TU HEIGHT STUD R.R. - - --- - z D� CORNER STUD CONNECTION. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST \ CONNECTED TO TRANSFER SHEAR f \ 3ESHOUED TFfE HOOD IN USE PRESENT A SPLIT POTENTIAL - -- - - _ _--__._._-_____ 0 CONNECTED TO ( ,.._^^"'"'"•-•., 2' ry � ' TRANSFER SHEAR 'SIMPSON" HDO5 DOWN ANCHOR ® ` " ,I ' - - G \n . . . • _ (EVIHOLEENE BIW INITIALINSTALLATION) PREBORE THE NAIL CEILING J015T TO PARALLEL RAFTER (PAGE-NAIL)--II - -- SEE PAGE G-003 EACH LAP F=.. NOTED `. I NAILS EA END OF STRAP COMMON . • • • • • - --- - - - - -- - - - --- I, — -- 2-Ibd COMMON HOL Nq�S ® 6"MO.G. 8 ; .+. FOR STRAP 3 g d • • . • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOI^lED ---- --- - Z L5 a „ LOCATIONSON ANS 10 O.G. IF BLOCKED .•• CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP Q p G.J. G.TIE SEE - --- ---------------- NAI O.G. IF BLOCKED CORNER POST • ` -.... . y4 ROOF SLOPES UNDER 5:12 WITH `�� • • TIGF+TLYEBOND THE END OF THE NAIL IA q0° ANGLIE,SEE - it --- -------- _- - ! -- --- -- /�CORNER POST y COLLAR - i W --- ROOF SPANS 80 COMMON NAILS LL TIE TO RAFTER (PAGE NAIL) �; SEE PAGE G 003 PER TIE J 00 HOEDOWN ANCHOR ® USE - ----- - - J ul - --51MP50N" HDQB� ! ry 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY _--- - - A - N P G B O SLGPESD OF 5:12 ANDOGREA�R. SECTION 12.4-PLACEMENT OF NAILS 4 5PIKE5 4 TABLE BLOCKING TO RAFTER (TOE-NAIL) - �r 2-ad COMMON-- EACH END k OF LOCATIONS NOTED GR 4-I. -- - ON PLANS ! k RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END J CONNECTION BI B2 - - -- - - .�I= - - - - I!- - -- '� C) AT RAFTER TO TOP PLATE TO STUD -- - WALL FRAMING Q Z N HOLDOWN INSTALLATIONIt L OPTIONS: �� .• • GONNEGTI ON: �2�r TOP PLATE TO TOP PLATE (PAGE-NAIL) _ __ -- - I - - _- - - L- L 1 C4 } FOR NEW P. GONG, FOUND.'s FOR STRAP 5 8 d COMMON NAILS ® �L ~~~�- - - - - _ I' 2-Ibd COMMON I PER FOOT LO w r-,) HOLDOWN CAST IN PLACE w/7/a"4) THREADED ROD • EA.. END OF STRAP: fX • • FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • . WHEN IN TOWN OF ISLIP OR NAILING i' ` 4-Ibd COMMON jl - IS - - C) .. t • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) JOISTS - EA. SIDE O Q u n /� `.•., NOTE l h-- ---- --- - F- ---- - - -- --- ---- J O 7/b"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO f GEOMETRY EXCEEDS THAT PERMITTED IN 1 CONCRETE w/ 'SIM BON" SET(HIGH 5TRENGTH EPDXY ,E B I • • MAX. NAILING GRID ABOVE UTILIZE , • • STU - - 2-I6d COMMON -ii 24" O.G. W D TO 5TUD (PAGE NAIL) --- --- - -- -- - -- - ADHESIVE), $ FOR TEMP.'S O°F-40°F U5E "SIMPSON" AT SIMPSON # H2A OR EQUAL) RAFTER TIE f (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FAGS-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ..._.......... 's • ................ - - ---- --- - -- -- I' FOR EXIST. /NEW G.M.U. (GONG. BLOCK) �, FOP TOENAILING - 5 8 d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) ;I 2-I6d COMMON ~ USE SAME 1 I U FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN • PER STUD w :r. ..... ........ - - --- - - - --- -- - - - _1 1,2 w/7/5"O THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOI5T, 1' (, CONNECTION FOR G.J. TO R.R. - G1 16 d COMMON NAILS r- -- - - —- . , • AT G.J. TO G.J. CONNECTION: 2 bd COMMON PER FOOT RAISED G.J.'s (WHEN ENDJOIST, or BLOCKING (FACE-NAIL) J APPLICABLE) FOR EA. PLATE TO STUD ABOVE � OR BELOW - -- ---- -- - - -- _ - _ - FOR G.J. TO G.J. - 16 d COMMON NAILSFRAMING HOEDOWN G HOEDOWN D ___ _16_d COMMON NAILS FLOOR Q FOR NEW 4 EXIST. FOR NEWLY POURED CONNEGTION GI a 02 FOUNDATIONS JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) PER JOIST (3) 2x FULL ENDWALL FOUNDATION a ONE STORY ONLY -- s f BRIDGING TO .015T (TOE-NAIL) 2-5d COMMON EACH! END HEIGHT STUD CORNER TRANSFER SHOCONNECTED TOFAR f j ---- --- - -------------�I,' EAGHI END "# � - - - - - -- . (3) 2x FULL • �+ AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON - - -- HOLDOWN ANCHOR a -- "" ' G2 --"'"'"""" ' ° TO STUD CONNECTION: BLOCKING TO SILL or 1 '1 2-I6d COMMON - • o TOP-PLATE (TOE-NAIL) - ---- - -. _ ... I --- - ------ SIMPSON H1DQ8 F i' LOCATIONS NOTED NAILS a 6 O.G. d EAGHI BLOCK I HEIGHT STUD 3-I6d COMMON ON PLANS 10" O.G. IF BLOCKED d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) " 3-I6d COMMON, II EACH JOIST ' G I I FOR STRAP - '� 8 ..... CORNER POST NAILS ® EA. END OF STRAP �� - !I JOIST ON LEDGER TO BEAM (TOE NAIL) 5-5d COMMON PER J015T 2-I6d 00 MON FOR EA - - - ---------NAILS ® 6 O.C. BELOW -PLATE 16 d�GOMMON NAILS - - ----- - -- -- -------- - ---- --- - --- L - - MON o I I 1 `•,..............,.. ............................... - - - - - - - - I; -- -3-I6d COON - -- PER R J015T- BAND JOIST TO JOIST (END NAIL) 1 BAND JOIST To SILL or TOP PLATE (TOE-NAIL) 2 Ibd COMMON ' i1 PER FOOT 1 III � I 1 II i II II •.....,,.,.,�.... • `••.. - __ _ MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-Ui' 51F,0ER5B OR 1"LORE SUPi�ORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A R B�O G IG I N C FOR �. T ORM J�lO O D S RA M I N S �- woI;:KING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENC 1NEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) [� AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODE) BETWEEN I/b A55> MELY REQUIREMENTS: CONNECTION I'. a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W C PATTERN DESCRIPTION TOGETH.R SIDE BY SIDE ARE CONTINUOUS OVER J BLOCKING UNDER LOAD BEARING NALL THREE OR MORE 5UPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES IA MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT (2)ROWS Iod NAILS m 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE 2 FOR PLATFORM FRAME G a -- ON5TRUCTION. THE DOUBLE JOIST r SUPPORT'. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRE5LOPPING. STUDS STPD S (3)ROWS IOd NAILS o 12"O.G. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 5UBFLOOR SUEFLOOR l2)Rows V2° m BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE —� G Two-PIECE PLATE SERVE AS FIRE5TOPPING. DBL.® ENDS I i _I BUILT UP 61RDER P MAX.32" 50LE PLATE NAILING: III H D (2)ROWS I/2" m BOLTS o 16"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE ', "' OLE PLATE II, J015T SERVES AS FIRE5TOPPIN6. E (2)ROWS I/2" m BOLTS o 24.O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF .I I' a EACH Pil E, OTHERS STAGGERED WITH A DISTANCE III BETWEEN I/b �. 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD 5LOGKIN6 (2)Rows S-3/b"TRUSSLOCK 5CREW5 0 12.O.G. s 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. > F I it i I I l it 'I it _ i � \� " " SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH h II j Z G (2)ROWS 5-3/b"TRU55LOCK SCREWS o Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH ! I; - _ -- g I I,_ 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O -- - - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS SERVE AS FIRESTOPPIN6. �— (SGREI^ED ON(I�SIDE OP MEMBER 24 O.C. JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" SCREWED ON I SIDE OF MEMBER � BCTWEEir NAILS IN A HORIZONTAL LINE. ; 1 - `•J I Z JOIST I '7. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND MAXIMUM OFFSET J (2)Rows s"TRUSSLOGK SCREWS o 12' o.c. BUILT UP01111iMAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d II' a I MATCHED SIZE OF BLOCKING J015T DEPTH, d scREwED ON BOTH SIDE of MEMBER 4 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JO15T5 NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. '� II'j ; !� , ' SERVE A5 FIRESTOPPING. � (2)R0Vy5 5°TRUSSLOCK SGREWs o Ib" O.C. PIECE, INCLUDING NTERMIDATE JOINTS, AND w/ THE " '' III ,-_ W UNDER NON-LOAD FEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE of MEMBER "I. J PARTITIONS o 132" O.G. BLOCKING SND OTHERS STAGGERED W A DISTANCE OF NOT MORE i1 I 3 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRU55LOCK SCREWS o 24"O.G. BETWEEN 1/b J 00 L SCREWED ON BOTH SIDE OF MEMBER 0 d 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. , 'II IT DOUBLE PLATE j �{ - ILS `I I: a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS _ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z Cfl NOTE: P - -- STRINGER TO SERVE AS FIRESTOPPING., J 'ANTI LEVERED FLOOR 1.BEAMS 4 PLAN SHALL HEADERS NOT NOTED kqITH TION PATTERN A'WHEN eN PA SMALLER 5HOWN, AND NAILED W :206 NAILS AS 5PEGIFIED b n { e-I 0 GE I L I NO BRAG I NO I OABLE ENDNALL FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z }. �. d CONNECTION PATTERN 'B'WHEN 10"OR LARGER i, P i ,I. FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH a Z � STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 11 ' APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER C IRDERS ARE TO BE SECURELY ANCHORED TO0 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LL J N SUBFLOOR SOLE PLATE 2°x4" CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR I' FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W Cfl LATERAL BRACE o 6' O.G. TRUSS BOLTED TO STEEL COLUMNS. j THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 LO ICL' Tq BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE N � Ln J015T 2) Iod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL rI J O /� I I _ PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I `l L I I `�O F A TTE R I `4 S FOR SIDE LOADED B E A M S 'I o . FLUSH BEAMS) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE W lo)8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPING. NAILS �. — ------— FIRE- HOOD FIRESTOPPIN6 FIRE5TOPPIN6 STOPPING FIRE- r -- - STOPPING FIRE- FIFE- SOLE C-) I FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPING STOPPING W MULTI PLE-PIEGE MEMBERS I rm JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' % _ J BLOCKING COMMON. 5 ROHS Ibd 2 Role V - 2 Ill Y," 2 RoW515" - VERTICAL "' J 2"x4" BLOCK NAILED TO EA.BRACE � 2 Rows 16d �, LL H/(4) IOd NAILS COMMON BOLTS o 24" BOLTS BOLTS FIRE5TOPPIN6 WHEN • O.O.STAGGERED° COVERING 15 APPLIED 2090. 5 TRAP 0 12' O.G. 0 12"O.G, o 12"O.G. o b"O.G. STUD - - - - - - - - - - JOISTS ,;I,�, - •, GYPSUM BOARD TWO ROWS 12'' O.G. THREE ROWS 12"O.G. DOUBLE PLATE= , (10) 8d NAILS ro UNDERSIDE of 5d COOLER NAILS® 10" o.C. BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES 1 $ 8 DENOTES ALT.FOR USE OF DRYWALL 5GREW5 FIRESTOPPING LOCATION S NONCOMBUSTIBLE ALTERNATE OVER STUDS, UNLESS TOP PLATE 15 4" o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM i SHOULD BE 2"FROM ED6E5 SOLE WOOD FIRESTOPPINS OF GIRDER ,. . DESIGNED TO CARRY THE LOAD SCREWS a6 - lY4"TYPE w OR 5 FIRESTOPPING LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA66ERc.J TWO ROWS b"o.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL -- --" INTERIOR STUD DETAIL THICKNESS OF THE MEMBER,USE WASHERS UNDER HEAD AND NUT. O\,/ERLA I D ROOF 5.STA66ER EACH ROI OF FASTENERS BY 12". 2"SPACE NOT ATTACHMENT ®/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED 0 NONCOMBUSTIBLE FIRE5TOPPIN5 S.FOUR-PIECE MEMBERS.SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 APPROX.I INCH THICK 51 OF THE MEMBER. BOTH DE b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G. OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION "7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS; I E STRAPPING w/ 'T.2 ROWS of Ibd COMMON NAILS(I2"O.G)FOR DEPTH5 12"OR LESS FIRE9TOPPIN6 4 bd NAILS LOCATION 8 Ill LOCATION dl ® EA.END o R.R. b.5 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14",Ib"! Ib". LOCATION 10 FULL WIDTH — ----- ------ - 2"x BLOCKING Z — - — — - j 1 w CONST UGTI l DETAILS I$ NI ND LOAD FAT+ CONNECTION DETAILS /� N I TOP PLATE DRILL 2"m INTO ROOF ----- j j DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETA I L EXIST.OR NEW j 11 R.R.BELOW 1 NEW R.R. SET w/ UPPER TOP PLATE LAPS 4 Iod -CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s I i ALIGN NEW d EX. I ! I I R.R.AS SHOWN ----.-- KING STUDS I i I PLAN VIEW ' I I NOTE: 5IMILAR o 'SHED' HOOD JOIST WOOD JOIS ;. I , ROOF,R.R. IN LINE � CRIPPLE STUD----- -- - - -- - BLOCK I NO JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR -- - - w INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER . • -- " JACK STUDS MAIN MEMBER HOOD O I RDER HOOD JOIST - ----- - w — ---- ' I I I i' 30° JOIST FRAM 1 NO O\/ER HOOD G I RDER JOIST FRAMING FLUSH NI TH O I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN o AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER 6 STARTED APPROX. /� �I )� THE LENGTH OF THE NAIL FROM THE MEMBER END, O�A L 'O 1 O I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE IL�� THE MEMBER, STRAIGHT THROUGH AND BENT OVER Q A MIN. OF (5) NAIL DIAM.'s AT A cl ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT V DESIGN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER - -- --- - - -- TTIN55,NO MORE THAN 2 TOE NAILS SHALL BE (5. INSTALLED IN ID I A. SIDE OF RAFTER OR GEILIN6 JOIST NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE COX NECK ROAD IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK NY 11952 GH I M. CHASE 5ECUR1 NO @ STD. SIDE NALL DRAINING TITLE: - -- -- - ------ - --- - --- - WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING NALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR Q 5LK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) PAGE: tu TOP PLATE ® o Q i'"�s I ND ��S 1 STANT CONSTRUCTION CONNECTORS Imprllk& 0016, 0 A t"% jON CHIM. CHASE WALL z p T -- - - �� GOtJNEGTI ON LOCATION: PART NUMBER: NOTES: I, ■ o'u RIDGE-TO-RAFTERS 6520 9 21 " APPLY TO EACH PAIR OF RAFTERS '' �z Q z- ® RAFTER-TO-NALL H-7 APPLY TO EACH RAFTER � 0.w z - DATE: 04/06/21 4 OF 16 ROOF n z o RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER TO ALIC�Qw/D STRAPPING �° � PLATE-TO-WALL STUD G520 © 18 APPLY TO EACH NALL STUD N I I II - - - - o EA. LEVEL ABOVE N ,". THE FIRST FL. ®z Q 2ND. FLOOR NALL-TO-15T. FLOOR NALL LFTA or 6520 © 56 APPLY TO EACH NALL STUD "r ® - HEADER-TO-JACK STUD 6520 © 1211 I FLooR/CL6. APPLY TO EACH JACK STUD Vj GRIP LE STUD-TO-H RDER H5 _ - I ' APPLY TO EACH CRIPPLE STUD . . SHEAR NALL HOLDDONN ANCHOR 55TB1(6 APPLY TO EACH 51DENALL END , WRAP UNDER DOUBLE SILL PLATE �. =P IST. FLOOR—UNDER—SILL PLATE 6520 03 �F S1D� EN FLAN IEW (USE KITH 5" SQUARE HASHERS) �T�c USE THE FOLLOWING OR AFPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENEF',AL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.O. STL. EXISTINO TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) �- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 3'-3y2° 2'-0" lo'-o" 2'-0° 3'-3y2° —5'-4° -2'-0" 12'-0" 2'-0" 5'-q" •..I WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 8" P. GONG. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL RISER WALL J r P05T FOR (9" WALLS), U.O.N. NEW 2-HR FIRE RATED d1 a WOOD FRAME (L..G. 5TL. ' WHEN APPLICABLE) Z - 2 m d 1 F- 4 Z FOUNDATION PLAN NOTES TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O NEW MECH. ROOM: 8" P. GONG. • (2) 2"xb" P.T. SILL PLATE w/ COPPER TERMITE SHIELD II RISER WALL W O J I. (2) NEW FURNACE (RHEEM PRESTIAOE SERIES 4 J 00 4 SILL SEAL TON)$ RHEEM OAS WATER HEATER TO THI5 > d' O • ANCHOR BOLTS AS PER PAGE 0-003 - _Z M (fl LOCATION d) MA50NRY • P. GONG. FOUND. WALL AS PER DETAIL UPON 2.INSTALL AS PER MANU. SPEC.'S ' Q PATIO ABOVE J ri O • P. GONG. FOOTING AS PER DETAIL 3.F.A.I. THROUGH WALL Q , • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHA5E in • B.O. FOOTING 3'-0BELOW GRADE MIN. - - - Z Z �� 5. MAINTAIN 30 x30 CLEARANCE IN FRONT OF • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 1 — Z N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING - 0' O" - - LL• AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ CLEARANCES REQUIRED PER NY5 MG 804. W (DI4 I4 0 p' pi '10" STOOPS (WHEN APPLICABLE) ,. DISCONNECT,REROUTE, d RECONNECT �n O MASONRY COMPACT N N = Ln • MASON TO AGGOUN'" FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REG2'D 2 PATIO ABOVE BACKFILL IN b"2 LIFTS;PROVIDE O Q FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY : 14 3" GONG. SLAB 14 �"'� "J O 11 1W/STONE FINISH DUROGK" (OR EQUAL) OHOLDOWN: 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) O • • 2-g° 2 b ,kA 2 2 HOLDOWN 'D' AS PER PAOE 5-003 LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON ® ® 12 GONG. WALLS) IY (D,\ �_- I TYP. 5TL. COL.: 3. WHEN NEW, INSTALL FURNAGE/BOILER A5 PER MANU. n 5 5 O W ,SEE NOTED DETAIL A5 PER PLAN 5PEC.'s AND AS PER NY5 MECH. AND FUEL GAS CODE c c 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT F_ IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE V 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4� 24"x24"x12" DEEP P. GONG. PAD FOOTING Iq'-3" 28'-0" FRESH AIR INTAKE FROM EXTERIOR AS PER NOTED DETAIL. (TYP.) 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 5 EMERGENCY SHUT OFF SWITCH u� Q ,. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH 4B 30"x30"x18" DEEP P. C:ONG. PAD FOOTING v (V u Q e 8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER �i AS PER NOTED DETAIL. (TYP.) CLEARANCES AS PER CODE tt1 1 65 O Q q. PROVIDE 3 FLOOR DRAIN b CONNECT TO EXISTING -A ' < SANITARY SYSTEM AS PER NY5 PLUMBING CODE O48"x48"x24" DEEP P. GONG. PAD FOOTING w/5-1/2" O.D. 4'-0" _ 4G SCH 40 HOT DIP GALV. STL. COL. (ASTM AI23), LOCATED FREEZE PROOF HOSE BIB: _ DIRECTLY BENEATH STEEL COLUMN ABOVE(BEAMS SHALL 12 FASTENED w/MASONRY ANCHORS (PRECISE EGRESS NOT BE CONTINUOUS AGRO55 THI5 COLUMN 4 MUST BE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) IS = v - r �� v WINDOW SPLICED);SEE AL50 DETAIL a/A-401. 0Q 0 O 3 O w/WINDOW FOR WOOD STAIRS ® GRADE: �� n a o; a WELL , 13 4" THK. P. GONG. PAD 8" WIDE x REa'D LENGTH UPON O24"x12" DEEP P. GONG. CONTINUOUS FOOTIi D_ 5 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRINOER5 ® AS PER NOTED DETAIL. (TYP.) MAX. I6 O.G., U.O.N. (MIN. 3 STRINGERS) BASEMENT 4B 45 4B = UNFINISHED = = 313r, 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. N 3 3 3 `O REINFORCEMENT AS PER DETAIL 14 RESERVED I j UNHEATED ELEG. PANEL 1,840.5 S.F. I I 4" THK. UN-REINFORCED P. GONG. SLAB ui =ry ry (G)P L 5 (G,P. 210E SLVL O)P. 2.0E �VL 6B FLOOR DRAIN: 0 OPPED BM. J \ 15 EXTERIOR 3" GUARDED FLOOR DRAIN w/ 5" TRAP m DROPPED BM. DROPPED BM. 10 GLIDING BASEMENT WINDOW 6'-b" 6'-b" 6'-6" OPROVIDE (2) 1.,5"x11.8"15" O.P. 2.OE LVL HDR, FLUSH w/ F.J.; NAVIEN WATER HEATER MODEL NPE-SERIES q 4c, ATTACH I-JOIST TO HDR w/ SIMP50N IU52.56/II.88 HANGERS 16 (OR EQUAL) FIRE RATED DOOR: ---------12'-5" ,'-5" T-5" O8RHEEM 115,000 BTU OAS FURNACE 10 3 X6 0.,5 HR. SELF-CLOSING STEEL DR. 1 ' I� MODEL#Wa5TG1151524M5A (OR EQUAL) (3) L,5"x11.3•'15" (2) 1.,5"x11.8,5" (2) 1.,5x11.8,5 5 G.P. 2.OE L-VL _ _ G.P. 2.OE LVL G.P. 2.OE LVL G.P. 2.OE LVL PROVIDE 4 ty 5 UROPGED �M. DROPPED DROPPED BM. DROPPED BM. GONG. SLAB OSINGLE SPAN STRUCTURAL MEMBER: � � II0 FOR AIC I I STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS bB O I f v,�bU. CONDENSER ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY 501L BEARING CAPACITY NOTE: 1 I ^ \ ABOVE INDICATED POSTS. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 3p 3 ° 501L BEARING CAPACITY OF 1.5 TONS/S.F. w BEAM POCKET TYP. LE t o y v �� %, ��^� gy to (TYP.) r - r 0. SIMP50N i ' t LUS410 _ry J eJ J I HANGER �YOQ�v 2 p m ry rte_-,w MEGH. ROOM w Iro 110 s� CE) 2 5 MPSON � � I � Iq'-lo" - - - µ.w•H PROVIDE GUT IN 5I I 2 - ---�- -- z 54 O • -- ---- --- - =N , irn A �„• WALL FOR STAIR, HANGER -- --- ---- - -�- - � SEE 0 FLOOR PLAN I H _ 14 COMPACT 12 m %v / > PROJECT: N BACKFILL IN 6" 5 -� MA50NRY LIFTS;PROVIDE =ry -cu PATIO ABOVE 3" GONG. SLAB I �'� O 5 • / W/STONE FIN15H 2 d. O„ 2 b f /�° 11'-10" Nry R OYA LTO N R O W • (2) 1.,5"x11.8,5" 0. 2.0E LVL FLUSH BM. LOT 8 DESIGN C `t 2 w SIMPSON LU5410 p-' ' 12 MASONRY - HANGER BENEATH O' S 14 14 PA710 ABOVE I 14 `A STAIRS ABOVE _ 6" ' S _ 14 ° COX NECK ROAD 0 MATTITUCK, NY 11952 8" P. GONG. �', DRAWING TITLE: RISER WALL ' ,0 PROPOSED FOUNDATION PLAN O m4 Q PAGE: 1° OASA- 0 • DATE: 04/06/21 5 OF 16 der /F_ FROFOSEE7� FOUNDATION FLAN c: �,�� S.F. OROSS Ai;?,EA SCALE: 1/4" = 1'-0" 101-01. 2'-O" 3' " 5'-4 2'-0 1:21-011 g :21-O" Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED ,. •_.; WOOD FRAME (L.G. STL. W WHEN APPLICABLE) EXISTING TO O REMAIN W � A , J NEW FOUNDATION WALL NEw WOOD FRAME lm Q = STL. WHEN APPLICABLE) Q C7 z I O I----{ NEW I-HR FIRE RATED ❑ MIN. (2) 2x4 STRUCTURAL J f --I WOOD FRAME (L.C3. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WALLS), U.O.N. 1- NEW 2-HR FIRE RATED POST FOR b" B RAISED MASONRY PATIO WOOD FRAME lSTL. WHEN APPLICABLE) ® ® Z o , FLOOR PLAN NOTES 9 I Z Q � � DOOR NOTE: NEW LAUNDRY ROOM: 0 12'-0" '1 9 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP - OUT ON PLANS BY 'JELD-WE:N' (OR EQUAL). 2.COORDINATE LAUND. ROOM 6 DOOR DIM.'s in I'-O" I'-O" J RAISED MASONRY PATIO J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/51ZE OF EQUIP. << oo OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS Iii PER MANU. 22 z Z 3 .DOOR TYPE TO SELECT 4.INSTALL A5 PER MANU 5PEC.'s r iJ 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: ry 4.SEE PAGE G-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR Z � � ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY N J 8y2 1:2'-0" 3-8" 4'-I" OPENINGS I'1'-5" { 3'-7�.2 - --3- 02 Q Z � OSTAIR 8 RAILING NOTE: 3.DUCT SIZE AS PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER I _ I um, �' LL J (c) - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN B MIN. 10" Tr NAT. LIGHT $ { Lo _ TA VE 2. 42" HIGH GUARDRAIL b SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO p NT NOTE: 4 E `�' NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - :2 -O" 0 Q 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO LIGHT REOP ...... 23.4 S.F. �� J Q TO ALLOW PASSAGE OF Pt 4" (P SPHERE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED /\ 4 TA 3. GRIPPABLE RAIL AS PER GORE IN ACCORDANCE WITH UL 2158A. VENT REOP......... 11.7 S.F. W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 1 �' WOOD FRAME STAIR: METAL w 15.66 / SMOOTH INTERIOR SURFACES WITH JOINTS LIGHT PRO .......... ` S.F. ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUCTTWSHALL NOT BE CONNECTED WI NNING IN THE DIRECTION OF AIR � . EXHAUST D IN5HEET-METAL VENT PRO....... 49.11 S.F. w 3, 2.RAILINGS SHALL BE WOOD OR PVC. O U 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - - BEDROOM #1 Q C. `o W CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE 282.0 S.F. 10 _ J I. TYP. 42" RAIL A5 NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 GREAT ROOM F 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH Ci 364.6 S.F. U J FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES KITCHEN iS EXTERIOR GRADE PAINT PS REQ D OR POWDER NOT INCLUDE THE TRANSITION DUCT. Q 10 COATING 241l S.F. Q COATING O �� ?„ Y 3. SEE FOUND. PLAN d DETAIL NEw FLUE. '*J 3i I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO iP SMOKE DETECTOR / GO DETECTOR NOTES: O O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS SM/CO Rio h ,j+ PER MANU. 5PEG.s - PROVIDE NEW WD. FR. ENCLOSURE w/ _ SMOKE / CARBON MONOXIDE COMBINATION DETECTOR ' - d I/2" GDX PLYWOOD d SIDING AS NOTED - "CHASE HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. u�i 2.INSTALL ALL AS PER MANU. SPEG.'s SECURING ® 512. SIDE WALL" ON PAGE 6-004. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE5G0 FP200 FR EXPANDING FOAM" (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT m FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM � �1 _ E 814, A5TM E 84, AND UL 147'1. O6 _ 1J \ WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0"• WALK-IN CL. d 5 1 G0 I N �� OS 400 SERIES CASEMENT DGUBLEHUNG OR GLIDING - �t 40 S.F. (AS NOTED); INSTALL AS PER MANU. 5PEG.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE = 05 SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL 'n0g AND DOORS" ON PAGE 5-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO 4'-5" 22'-3" PANTRY 9s� WINDOWS - ALL CSMNT WNDWBATHROOM#IS SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION ( d 25.6 5 F STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 76.0 S.F. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH - 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. O NEW ATTIC ACCESS - PULL DOWN STAIR: RAO 0 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND 8 I. MIN. 350 # CAPACITY ' G �� WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. m ® ® = 0POWDER EGRESS NOTE: 3..75 HR FIRE RATED _ _ T O O ROOM `�j PARLOR _ ��OPEN TO = = c 1 2'7.5 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING 7 � ; � 7 `�' AIR II 5. INSTALL AS PER MANU. 5PEG.'s 119.6 S.F. < ABOVE 0 ;, CODE, SECTION 8310.2.1;THE f°OLLOWING MEANS OF dJ Q ?�' ✓ ONDEN5I=R EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS DINING ROOM NET CLEAR OPENING........... 5.15.F. ! _ 174.5 S.F. NET CLEAR HEIGHT............... 24" MINIMUM '1 8" SQUARE STRUCTURAL PERMACA5T COLUMN O Al O NET CLEAR WIDTH................. 20" MINIMUM OND)=NSER TYPICAL PLUMBING/HVAC SHAFT: HALLWAY - -_ O ,O 7r, 05 10 PRECISE LOCATION 8 51ZE TO BE DETERMINED IN FIELD OI ® - � �ry B 2 15-14 �< s� 6 MUDROOM �` : OII RHEEM 4 TON AIR CONDENSER MODEL NO. 9'-II" 9'-II" O7 iU ,�� ® g0.2 S.F. cS RA1648AJINA (OR EQUAL) ® ® T-5'-4y2" 4Nl 2 PROVIDE , TYPE tX" >.� 03 .0 �. N SHEETROGK AT WALLS F- AND CEILING '1 ?z O ` D 4 A 2 GAR A z tt RAISED MASONRY PATIO ✓3 - N _w -J , GARAGE �� - -- -- - - - ----+ - �, 0 '1 r m �t r 543.6 S.F. w 1 - - -- . K'1 B 2 6, GAT��DRA L ABOVE : Q 2- - 0 0 O b 4 0 -10 7 4 � 9 PROJECT: .. _ ..... ...._._. . _. r. _. ....__ _. ._.ry .. __.w - - 410 DOOR SCHEDULE m cv R OYA LT O N ROW o0 LOT ®ES I G Ii C MATERIAL 0 �' 4'-!0"- r II III 1 ;, - .. . TAG DESCRIPTION DOOR QUANTITY NOTES X0004 COX NECK ROAD O 3 $ / MATTITUCK NY 11952 I I 4 b`r' 41 EXTERIOR O U 0'Y , OI + DRAWING TITLE: �---- -----� B � DOUBLE 3'-O"X-1'-O" I • a ---- - - -- I 4 \ , - I ,o °�� PROPOSED FIRST FLOOR PLAN 02 SLIDER 12'-O"X7'-O" 3 • (2) FIRST FL. (U SEG. FL. (I) FIRST FL. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPE-1.'s. Er---EE E PA "6-003" FOR NAILING s S, ! (I) ENTRY (2 STRAPPING DETAILS. 03 SINGLE 3'-O"X7'-O" 3 ♦ 51DELLAR V�I[NDOW CHART I ____ ROUGHI OPENING W I�DOW DIM�N510N EGRESS T- CELLAR PAGE: -- -- _- -- -_ "--1- 0.75-HR FIRE TAG TYPE MODEL # r WIDTH REC�DN 20" INTERIOR _ :W_. -_._._.� _._..__.._.� _ ___. ..... _._ _.._. _......__ _._.___. ._..._ : -: '>. -, RATED WIDTH HEI S1iT WIDTH HE HEIGHT REO'D:24" A-3A.0 4% 0 0 -.. _ 04 SINGLE 3 0 X7 O I 1 • I - = 3t INTERIOR - FIRST FLOOR A I 'I _ OPEN a D. 5.7 N 1 5.F. - ------_ __..._--- III, _.._ . .-- --------- ._.. _---------- - ----31--_- DOUBLE HUNG I � �_ �_ tt ,_ �,� �_ �, �fi�0i=OS�1� FIRST FLOOR PLAN WDH2ll 21 41-5 Z-7 4-8 05 SINGLE 3'-O")CT'-O" 2 • B DOUBLE HUNG NDH210410 3 O 5 O ?_ II 5 O i -II --- - - - 6 OF --- - - - DATE: / / 16 -I SCALE: I/4" = I'-O" 04 06 21 O6 SINGLE 2'-6"X7'-O" 2 ( • G AWNING Aw281 2-7 21-4 - I,GB-1 S.F. HAE31 TAE3LE SFAll 2,551 S.F. CROSS AREA t DOUBLE HUG II WH25J" 5'-4 J" 2-10 1" 5'-4 J" 5.807 SINGLE 2t-OuX7i-On lig -- - -- - _ -- -- - - II ---- - - - ---- - ---- - ----- - - __.. OB POCKET 21-011X71-011 • DOUBLE HUNG WDH38410 3'-IO 5'-0 j" 3'-9 5'-O " 7.55 3 t i I. F GLIDER 6636 6'-0" 3'-b" 5'-I I 3'-5 " INTERIOR - SECOND FLOOR 4 tt SE603 b'-O Oct SINGLE - 3-O X7 O I_ 4 •� I G SPRINGLINE �' 5'-II I II • I HUNG W 810 1 I0 4-O 1, 9H DOUBLE 4O TEMPERED 51NGLE 2-bX7_Ot, 3 , ,rM it I I DOUBLE 2'-O"XT'-O" 2 ♦ I PICTURE P5540 5-5 4-D 5 4 a- � , -- - - - --I J ..; TEMPERED _ " l}s..�___ �, _ t u ,t u i u i On II - � `�T� ,A •,,"1,w f N,.z., -- - J AWNING AR21 I 2'-O I'-5° -4 m,,t tits` 12 SINGLE 2-O X7-O I e II �'IOF - - - --- -- -- K DOUBLE HUNG I W7,>H2446 - 2'-6 t. ..._. 4'-8 2'-5 4'_g - 13 POCKET 2 8X7 O I • L DOUBLE HUNG W0143,5410 3'-10 " 5'-0 OENERAL`FERAL 5"i1`E30L <E"i : - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 20'-7" 27'-I" W WOOD FRAME (L.0-�. STL. W I _�2 J EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. l 3'-5y2" 4'-O" 5'-3y2" -5'-0�2"-�---- -II" 5'-II" 12'-�2" 4'_pt' NEW FOUNDATION WALL NATURAL LIGHT VENTILATION Q STL. WHEN APPLICABLE) \ (HABITABLE SPAGE) � m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 4 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS FLOOR AREA 247 S.F. J J WHEN APPLICABLE'.) (MIN. (2) 2"xb" STRUCTURAL PROVIDE FLAT % REQ. S.F. PROP. POST FOR 6" WALLS), U.O.N. O ROOF LIGHTING,MIN. 6% NEW 2-HR FIRE RATED ! OF FLOOR AREA 28.1 0 k' m MEMBRANE Iq 8 5 F WOOD FRAME (L.G. STL. m.w.::..:_,::::::.:..::..:..._ :. _._... . ...... ::::.....:.:::_::_:.:_::::::::.:.......::: (L :. SLOPE AWAY :..... . ::...:.:_.:-:_.:_. : Q ELEVATION NOTES uj OROOFING: I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING SIN6LE:5, COLOR b STYLE TBA (OR J - EQUAL) (MIN 50 YR. WARRANTY) OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR 8 STYLE TBA I J (OR EQUAL) ..,,........ ,..._,,,_................... _ G: TOP RIDGE HEIGHT „ _ .. ...... _ _--- _.,_ I-- S I D I N ................ ._ ..............„. )R STYLE TBA (OR EQUAL) 2. AP GEMENT SIDING, COLOR _ .,,,, _,.,_.. ..,,.,_„__...,,.. _,,,_,_„_ ___,_. __ __.,,, __.___. __. _ BRAN TY .,_ .. O YR. WA ) MIN 3 _. ,__._ _ Z 1. SEE NOTE ® SECTION A O � STYLE TB IDING COLOR ( 2. CEDAR SHAKES EQUALIN 30 YR. WARRANTY) _ i ............. ,,,,,.,,,,.,,,,, ,.,,.,__.,,,, „_„,.,,,,,.,,,,,,,,,,,., .. ........::::::.......:: ::.::.,..,.,.,: . Z , 1 AGAST COLUMN ERM UGTU RAL UARE STR O w . ............u. E 1 _ _ ...._......_.._ ..._..___.__,_,_.,..._....._.........................._ ,. E ' E e i ._,.... ._................__.__..._.__ ...._..._._.._........ .. ._.. i LU ......... ..............._.,.,,.,,.,......._. ......,.................... ..._.,._,..,,,, I ..._............................_........_.... _............_....._.... I ' 4 .,._._..,. —..�..r......w..,....�. ........... ........... ..... . i i E : I J } ZJ �.I .. .. .. E 1 ..aw.,.....w�a.......r.......v>.... ..........r................yew..r...........,.,,....,�..,a.. .r... ...............rw.................._........«,......�..,. I _..,.__ ,..._,,.._..._............... ..... E ! LO__ _ Z I ! _-tJ-.�. ....._ .___.E .._... .,,.... ...,'... A,__i_�_iwk..._.._.-S. —. 4..7„_,..... __3_..`__.,�. .>.. ..3 ..._:m..._;� _._... ............ ... ..........., ...._,..,...__.. _- _ -_ _..............._.._..............,._...__.._.....,.._ // ri ..,... , , , ,! w € ! , ( f , < E f ....._.....................__.._.,._..,.......,_.....— :-':.-:.-: ^,:.`..'-.:�:.,"r:._..... _.._._.,_._.._,._ _.. �' [ .........._....._......._..............._,...........,._,_._ I N SECOND FLOOR GLC. HGT_� p __, :v _,_____._______..._.__ _ S 3 s ; i I i ..,,,,,.__,,,,,.___. ...............__.,,_„_,_ K E I L.6. E I : E 1F O O ; O _ _O J �' ELEV. +21.0 L _Lk„___a_..__ ___ _1.,_._,._I ..._ ... 4, LL = I� I W Cfl E s i lLo cr 1-1 in _ t t E E._.....3...,.. .,-i�I—.,•_;I,9.tI EIai1 I,:i.•_£t�I 3� —!„ vi EIi i i i{ _.. ,I,E( _J1 ,.,..._._' ..._. ..._.,._. _i _I �III Ll CH .._.—...._..._...._. `i = _ ,.. __,,,__...,..,..__._�I._.«......_..........,............_...._..—.._..I. ........._._.—.._—._.. ..._......_.._......_« I I ..,._..._..._.__........_.........,..i_ _,...._._.__._,_...__..__.._._,.._,._.._,_.,__....._...__..- ..__.._.-..__,_..._,,_.._....__.,.«..__..__._�..._..eI _ 3 r"y, I Eli ,W-_ .... SECOND FLOOR Ln ELEV. +12.0' W I FIRST FLOOR CEILING HEIGHT ELEV. +IO.ci' LJ ,,,,,,,,,,,_ ........_._ ____-__ ..._.......... FIRST FLOOR ELEV. +I.� I% _ _ , __ ,_ ,_ I � - - i JCOD N BASELINE ELEV. +0.0' NORTHEAST ELEVATION (FRONT) 50ALE: 1/4” 1'-0” WO \ w 12 ----25 ....... _ PROJECT: LOT S LQ..L.sDESIROYALTON ROW GN--- lII,IIIj- ---C ii U11i COX NECK ROAD NATTITUCK, NY 11952 r _. .i ILII IJL _ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS _......... ......_,_,,,,,,. __................ .......... - ............ _ .......... DATE: 04/06/21 8 OF 16 4m ._...,,,,, -IF ................. 7 CY (_,kN NORTHNEST ELEVATION (llOH7 SCE) --- - _ SCALE: 1/4" = 1'-0" a- ELEVATION NOTES Q 0 OROOFING: ILu I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING SINGLES, COLOR d STYLE TBA (OR -J ' EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: 2 I. SEE NOTE ® SECTION I I 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TBA TOP RIDGE HEIGHT (OR EQUAL) ------ - - ELEV. +30.4' _ _- - - - - _ -- - :. OSIDING: I. SEE NOTE ® SECTION - _ - - _ - - _ 2. LAP GEMENT SIDING, COLOR $ STYLE TBA (CR EQUAL) - - _ -- - _ - __ -- - _ (MIN 50 YR. WARRANTY) - _ -- - --- - - -_ - - - - -- __ O 51DING: ( I. SEE NOTE ® SECTION - - - _ _ - _ = - _ - = z 2. CEDAR SHAKE SIDING, COLOR STYLE TBA(OR in - - - - - - -_- - - - - - _ ___________=_ EaUAL) (MIN 50 YR. WARRANTY) u- --- - _ _ - - -_ - _ - - -- -- - -_- -- O - - - - 2 -- ----- ---- - - - - _- - - --- -- -- --- - - - I_ O5 8" 5OUARE STRUCTURAL PERMAGA5T COLUMN - - - - -- I - - --- __ _ _ - I I a -- - -- -- - pC - � -_- I I W --_ -__ - ____ -- t J - - - - - - _ .........._.._......__.._...___....................................................................................._........_1.111 - -- - -- ---- - - --- - 1111 � > � _............._ ._.............__'__._.___._.._._____.__________. .._.._____ ..._....._......_......____..___________._.._..__....._--------____.______......_.___.,.__._________...____.__._.____.__._____ g Z a, 0 5EGONDFLOOR GLC. HGTT� - - _. _.._".. .___.__".....,_......._.._ __....._....___.....-,.._..__._...........________",,',_._.__.__.__....................._.......".."...______....._..._.__..__...._._____, ___.__._.__._.__.__1.1.1.1_",._.__.___._.________.___ a - rq ELEV. +21.0' .--.-- 1.111.__ .__ -------- 1.1.1.1__. -� O ___.._......_.__.... _ _ 1.1.11 ____.._._ _-__ _..___...._._.._._.____ Z >_ cf• - - I 1!..__...._......_..... _ _ _ _ -- - Z ---- W.... .... 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INSTALL NEW ASPHALT R:OOFINO 5HINOLES ELEV. +30.4LU 2.INSTALL ICE AND WATER: SHIELD FROM FASCIA UP TO 7 UJ 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER - 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER Q ; 4.1/2" GDX PLYWOOD 5HEATHINO (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDSE 4 HIPS (A5 REOV) 6.PROVIDE RIDGE VENT (AS REOV) �P c�Q � , O e T. FLASH ALL VALLEYS ems.. 12 2 �_ a.INSTALL DRIP EDGE AS i iF �-• r `•-�."' `"'`� 'a �""� �,., i INSTALL ALL AS PER MANU. 5PEG.'s O 10 TYPICAL ROOF d GEILI'�l CONSTRUCTION: ti " y CONNECTION 'BI' AS 2 NEW ROOFING AS NOTED PER PAGE 0-003 - • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL NEW R.R. TO G. ; PLYWD SEAMS) Z • R.R.,118 G.T. AS NOTED ON PLANS (® SPANS C.J. AS PER PLANS { OVER 8' INSTALL "X" BRIDOIN5 ® CENTER OF SPAN, • MIN. OF Iii i SPRAY FOAM INSULATION OR SECOND FLOOR GLC. HGT. �' i Z - - --- - 11 -- - II R-4a BATT INSULATIONcc ---------- ELEV. +21.0' _ I TYPICAL EXTERIOR WALL GONSTRUGTION(TYP.): a 7 t - O UPON "TYVEK' HOUSE WRAP (OR EQUAL) — - Ll • UPON I/2" GDX PLYWD. SHEATHING (51-0011 ® ALL Joo tu PLYWD SEAMS) = 130 B>^DR001�i #2 W.I.G. BATHROOM #2 3 I - - - _.. =- ----- • 2"xb" STUDS ® I6" O.G. w/DSL. TOP PLATE s � - -- _ • 2" SPRAY FOAM INSULATION (® R="[/INCH) w/R-13 BATT INSULATION (11i TOTAL) • 5/8" GYPSUM BO. WALL FINISH J Z >: 4 SECOND FLOOR PROVIDE (2) SLEEPERS AT -- NEW 51DINO NOTE (TYPJ: -------- (V = - - - - --- O4 1. INSTALL NEW FIBER GEMENT HORIZONTAL ELEV. +12.0' —� u�`i �":12 PITCH;PROVIDE EPDM cc I FLAT ROOF MEMBRANE - - j -� N _.._._........_.__.__.______.__.—._,____._--_. W Cfl LAP SIDING B VERTIGAI. BOARD 3 BATTEN m ABOVE SLEEPERS. R R• Ag P NS_ I2M SIDINGTA 2."TYVEK" HOUSE WRAP (OR EQUAL) �- - N ER�'LA �'�_ _._____ _____ ._. _ Ln 3. INSTALL ALL AS PER MANU. SPEC.s - F.J. AS PER PLANS 4.PROVIDE ALL NECESSARY TRIM FORO �- - - -w PROPER INSTALLATION 5. 51DINO SHALL EXTEND 7.0 TOP OF FIRST FLOOR GEILINC� HEIGHT T -_��1 L�� Wi.-...____..__.._....__.._._.. uj FOUNDATION WALL _..._ .._....__ ELEV. +10.9 __.. ._...-_._..._._._._._______.______ I EE EE I - I' III'_`."' I , _ I __ .._._.._._._.._ _ _ REINFORCEMENT AS PER G>ETAIL --��-� �-t II'I _ _........_ O ~� � NEW 4 THK. P. GONG. SLAE3 w/6 xb"-10/10 W.W.M. M.._.._. 11',I 5 - I O � BEDROOM #I PARLOR _ .I.G. 6 TYPICAL FLOOR GON51RUGTION: W - I O • NEW FLOOR JOIST AS NOTED ON PLAN 3/4" GDX PLYWD TSG SHEATHING (BLOCKING ® ALL - J I _ PLYWD SEAMS) I _.._.............,._..._.....__..._.._.__.....__......_..........___......._......__..__.__....___-- • ( w................. ...._ I I Q F.J. A5 NOTED ON PLANS ® SPANS OVER INSTALL "X" BRIDOINO as CENTER OF SPAN, U.O.N.) FIRST FLOOR 4 - -•--,- - ..-.-- --...-___. .._...___. MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" ��- r. ELEV. +I.a I SPRAY FOAM INSULATION R-7/INCH) AT RIM JOIST - ............. - - � : : -- --- -- -- _ I n ;I F.J. A5 PER P_ —,—: •�. � E . ; ANS 1r , � � n �� --T —T , u _...g s..._._t —I ....__.._..._._.... _— i i II E E------- H lr� -� 11�_�. . TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.. _ i T I. (I) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTPRSEGTINO BASELINE = i I �- _L - -_ 11 T _._.€ E E.........: . .. ...I 3 JOISTS, SECURED w/(2) 5/8" � x 5" LONG H.D. GAL. +0.0' ;-_---; : €--•-•I ; , LAG BOLTS 0 16" O.G. ELEV. m , i _. A-401 i 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIM'SON' (OR — EQUAL) AT G.J./D.J., OR H.D. GALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL BASEMENT I I PROVIDE BACKFILL Oi I I O 15,,X55' LVL LLSTUD FRAMING AT DOUBLE-STORY COMPACTED IN 6" LIFTS s UNHEATED FOYER b 3" THK. GONG. SLAB I UNFINISHED w/STONE FINISH I I I I I I I I 3 I i A-401 I I A-401 — — — --� - — — A-401 SEDT I ON A /A-501 i SCALE: 1/4" = 1'-0" I i I CONNECTION 'A' AS PER PAGE 0-003 NEW RIDGE I 12 I I I I Z R.R. AS PER PLANS' Wtu II IF a G.J. AS PER PLANS PROJECT: i III II " — E — T I I I , -- I - ROYALTON ROW LOT 8 DESIGN C I �I II O LIVING ROOM HALLWAY g R.R. AS PER PLANS -------- ---- - GONNEGTION 'GI' A5 PER PAGE 0-003 -- - - - COX NECK ROAD NEW STUD TO -- T FLOOR ASSEMBLY �� -- _ _ �'I MATTITUCK, NY 11952 P� I I III II _........__......._...._.....__....... _.__...__.._._......__._._..._.._...........__..._..._ ._....._..._.........._........ ._.. I ' F.J. A5 PER PLANS 'I I II I I I I11 _-SII I I ryl BUILDING SECTIONS -- I I ' II II i _- I 7 II I FOYER Y : III I I I I I I III - i - O -. GREAT ROOM i _ i I i I - .�_. �.�_. _.II �II I_.._..____ PAGE: :I I I III II .................... ...... J-1 I I — — 4 _ -- __._.._._.._v.__..._....__..._..._..... _._.._.._...._..._.....__...........__._.__._..._.._: DAT E . F.J. A5 PER PLANS I , E' O4�OG�21 10 OF 16 1 ' I A-�o1 • III I I ,. E 1 I I II I � •� T ,,r+ n eo BASEMENT UNHEATEDI � I I ( I I I I BACKFILL COMPACT UNFINISHED EVERY 6E. PROVIDE 3 GONG. SLAB N C.3c -� r, , >, X1.1 STONE FIN15H F� I r i z I I 3I III ',i A-401 I I A-401 A-40i -- — — � - SECTION B /A-SOI 5GALE: 1/4" = 1'-0" BUILDING SECTION NOTES CL TOP RIDGE HEIGHT Q ONEW ROOFING NOTE (7YPJ: ELEV. +30.4' In 1. INSTALL NEW ASPHALT ROOFING SHINGLES UJI 2.INSTALL ICE AND WATER. SHIELD FROM FASCIA UP TO - - W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER - 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 1 j Q 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RID45E d HIPS (A5 R.EOV) 6.PROVIDE RIDGE VENT(AS REG2'D) O 7. FLASH ALL VALLEYS 12 S.INSTALL DRIP EDGE AS REO'D _ _ J 12 R.R. AS 9. INSTALL ALL AS PER MANU. 5PEG.'s ER FLANS - 2 O TYPICAL ROOF 4 CEILING CONSTRUCTION: G.T. AS PER PLANS _ - • NEW ROOFING AS NOTED Q � • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD SEAMS) --------- - - Z • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS - - - _ ___ _ O OVER 6 INSTALL "X" BFZIDGINO ® CENTER OF SPAN, U.O.N) F- • MIN. OF R-49 SPRAY FOAM INSULATION OR SECOND FLOOR GLC. HGT_� P Z P INSULATED DOOR > R-49 BATT INSULATION ELEV. +21.0' ----- TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 3 UPON "TYVEK" HOUSE WfZAP (OR EQUAL) z '' W O - _ - - • UPON I/2" GDX PLYWD. :iHEATHING (BLOCKING ® ALL BONU5 ROOM a -� 00 x O O P YWD SEAMS) v 6 OFINISHEDUNHEATEDNNto • � DBL. TOP PLATE z 2 xb STUDS ® Ib O.C.O.G / • 2" SPRAY FOAM INSULATION (® R=VINGH) w/R-13 BATT INSULATION (R-71 TOTAL) O m I = r I O • 5/8" GYPSUM BD. WALL FINISH - 5ECOND FLOOR =N in in _ Z a': 4 NEW 5IDING NOTE (TY ELEV. +12.0' ------� m th Q Z ri t�4 I. INSTALL NEW FIBER GEMENT HORIZONTAL 'O J N W CD LAP 5IDING t VERTICAL. BOARD d BATTEN 51DING -- 2."TYVEK" HOUSE WRAP (OR EQUAL) i+ F.J. AS PER PLANS L� LO LO 5.INSTALL ALL AS PER MANU. 5PEG.'s - 4.PROVIDE ALL NEGE55ARY TRIM FOR PROPER INSTALLATION 5. 5IDING SHALL EXTEND TO TOP OF FIRST FLOOR CEILING HEIGHT - W FOUNDATION WALL ELEV. +10.9' NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. OS REINFORCEMENT AS PER DETAIL - - V W u is MUDROOM 2 GAR O TYPICAL FLOOR CONSTRUCTION: GARAGE , U ..J • NEW FLOOR JOIST AS NOTED ON PLAN O • 5/4" GDX PLYWD T65 SHEATHING (BLOCKING ® ALL - -- PLYWD SEAMS) `� Q • F.J. AS NOTED ON PLANS (® SPANS OVER 6' FIRST FLOOR INSTALL "X" BRIDGING as CENTER OF SPAN, U.O.N.) ---------- ` . MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 5" ELEV. +IA' • SPRAY FOAM 1N5ULATION (R=7/INCH) AT RIM JOI5T _ F.J. AS PER PLANS ; TYPICAL LEDGER BOARD FOR RK/0.11/0.d: - F_ -7 BASELINE O I. (1) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTER5ECTING JOISTS, SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. ELEV. +O.O' LAG BOLTS 0 16" O.G. I I 5 2. INSTALL H.D. GALV. JOIST HANGERS BY 'S1M1150N (OR EQUAL) AT G.J./D.J., OR H.D. GALV. H2.5A RAFTER TIES I I I I } AT R.R. 10 3. SEE NOTED DETAIL I - I BASEMENT UNHEATED A-4o1 — — J O1.5"x5.5" LVL STUD FRAMIN5 AT DOUBLE-STORY I I UNFINISHED FOYER WALLS I it i, I — A-401 SECTION G /A-502 SCALE: 1/4" = P-O" I HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE z SPECIFIED ONSIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.s; w PLANS AND NOT PROJECTING MORE THAN 412" INTO 2 PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT JOIST HANGER BY U '51 MP50N' OR EQUAL > 1 --- -- - - - - - -- -- F I RST F I N I SHED FLOOR NO I�•FINISH MASONRY USED (SUCH AS w -- - • - BLUESTONE) - MASON TO ADJUST 4"P.GONG.SLAB HGHT OF LANDING AS REO'D TO w/bxb 10/10 WWM ACCOUNT FOR FINISH MASONRY 1 UPON COMPACTED w (Tl'IF FILL Q i - 2. ALL HORZ.SURFACES SHALL BE PITCHED V2" MIN, SPACE BETWEEN 0 1:45 AWAY FROM BUILDING GRADE WALL AND HANDRAIL REBAR BENT TO -�'--= - 5. FOR SLABS ABUTTING FRAMING INSTALL • - _ ---_--_ SLAB AS SHOWN �-= PROJECT: g/4" PINE RISER COPPER FLASHING FROM 12" ABOVE AND i00 ADJACENT TO SLAB, BED ALL FLASHING Z_ IN ASPHALTIC MASTIC } STANDARDS FOR ORIFFABLE HAND RML ,%' _�� OVALTON ROW s/4" PINE TREAD SCALE: NTS ,ys LOT 8 DESIGN C _�X O GROSS SEGTI ON STEP;3" GVR ® ENDS ��(, • MIN. �< Q z� HANDRAIL / I" ROUNDED NOSING �� CIRCULAR RGULAR NON-G I RGULAR Q CLEARANCE 1`4/14" RADIUS w 10" ;%- COX NECK ROAD (NOT INCLUDED IN TREAD DIMENSION) 4„-6f/4„ LANDINGMIN. /�� COMPACTED z ' V2° V411-211 PERM- 2Y4” -�. o MATTITUCK NY 8.1952 MAX. 7 LL 4 -2 m Q #4 REBAR a� lo" _z O METER. 4" P.GONG.SLAB w/ 2'x4" 1- i� � b"xb"-10/10 W.W.M. KEYWAY 4i O.G. (MIN. 5) DRAWING TITLE: - H UPON COMPACTED FILL • iiii� O O --- 4" DRAIN CONNECTED i��,�� m Q BUILDING SECTIONS 0Lu TO EXIST.MAIN LINE ;,� Lti DESIGN DETAILS Lu t--------- ---------'- J ALL P. GONG. vwN I I �Q SHALL BE #4 REBAR CONT. ® 10" O.G. (MIN. 3) l �� 4,000 P51 (MIN.) r' m (5) 2"x12" STRINGERS ® w/ R-21 (1) #4 REBAR CONT. I INSULATION, IF UNDERSIDE 15 FACING ,1 PAGE: #5 BENT REBAR ® 12" O.G. I 5TORAGE/NON-HABITAL SPACE 11 6" THK. P. GONG. WALL 11 ff (1) #4 REBAR CONT. STORAGE UNDER Y2" GYP. BD. I� (WHEN AFFL I GALBE) P. GONG. FOOTING AS PER DETAIL 10/A-401 DATE: 04/06/21 11 OF 16 TREATED 2"x12" SILL FOR CONTACT W GONG. (IF APPLICABLE) 2 BELON GRADE MASONRY STAIR DETAIL , A-302.0 � BASEMENTI'-O° "'A to Q 3.7 INTERIOR MOOD STAIR DETAIL A-302.0 - SGALE: 3/4" = I'-D" TYP. ROOFING (SEE PROVIDE 3" (MIN.) GONG. COVER Q. SECTION NOTES) OF ALL REBAR WITHIN P. GONG Q TYP. ROOF CONSTRUCTION FOUND. WALL5 4 P. GONG. FT&'S. PROVIDE STRAPPING 3 NAILING ' AS PER CONNECTION D' IN p., (SEE SECTION NOTES) W H.D.G. LAG SIMP50N' H2.5A P5 PSR PLAN PROVIDE BETHEN SULATII N REQUIREMENT51 FOR LIFT, (4) 3/8" SHEAR, d LATERAL RESISTANCE" BOLTS (PREDRILLED) RAFTER TIE fL PER ENERGY TABLE ON PAGE 0-003 a EA. STUD. Q FLOOR SYSTEM AS - (WHEN APPLICABLE) NOTED ON PLAN / / \\ FLOOR SYSTEM AS NEW(2) 2"xb" P.T. SILL PLATES 0 NEW STL. GAP PL. 'A' OR FLOOR WOOD BEAM i NOTED ON PLAN UPON TELL SEAL UPON COPPER J `B' WELDED TO COL.;SEE AS NOTED ON PLAN / '� - - --- -- -- ---- -- TERMITE SHIELD GAP PL. DETAILS \\ / G.J. AS PER PLANNEN 5/a"O , NEW 3-I/2" O.D. SGH 40 - HOT DIP &ALV. STL. COL. FASCIA BOARD BOLTS ® 501" O.C.ED v41 ANCHOR'SQUARE I' NEW BASE PLATE 'A' 3/8 THK. PL. Ell WELDED TO COL.;SEE (ASTM AI23) AS PER 411 3/8" THH.D. BASE PL. DETAIL.5 FOR FOUND. PLAN BY SIMS GAL\/. PL. WASHER d ENDNUT K. BOLTING STEEL (OR EQUAL) IL n BEAM AS PER PLAN z NEW 4" P. PROVIDE GOLD' JOINT GONG. SLAB G,4P PLATE ' ' a ~' AT GONG. SEAMS (TYP) 'SIMPSON" P064a L Z (FOR 3 PLY BM) NEW 'SIMPSON" LU526 II .4 I Q FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE "SIMPSON" 1505:2-2/4 GALVANIZED JOIST IIa LVL LUMBER OR 2 2" WIDE DIMENSIONAL LUMBER (FOR 2 PLY BM) HANGER O 1 w . � € .. -- €'y.. � ml it •��. ( GRADE ,J Z � � 4" GRAVEL BASE- I i NEW (3) #5 HOR. II I _- ( rl - I 1 ) .."....._............_.. ` II UPON 3 #5 II 8.. r'I I I I HOR. REBAR (b TOTAL) 8 il: j E Z >: 4 ._ NEW 24"x24"x12" i ..._..................._ I r°° (4) 3/8„ H°D.G. LAG Z I ..._ DEEP P. GONG. PAD FTG. (MIN. 4,000 PSI) \' ” .. '.:._:-:-- #....._..._i. __.€._..>, COMPACTED FILL BOLTS (PREDRILLED) � W #6 HOOKED VERT. I , LLJ (b PERMAGA5T REBAR ® 24" O.G. iI a -- _ In %-I COLUMNS AS STEEL GC . 4 24"x24"x12 " FOOTIN DETAIL PER PLAN A401.00 SCALE: 3/4 1' E _- w J o L I w 3/8" THK. PL. I II "SIMPSON" 3/8 THK. H.D. P05T BASE PER I _ /4 POST 51ZE GAL\/. PL. <II ___ I ____ ____ ; 0 J 2 P. GONG. FOUND. WALL j _ `5'I FINISHED STONE (MIN. 4,000 PSI) Ik CAP PLATE B I FLOOR SYSTEM AS NOTED ON PLANEOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE 4" GONG. SLAB L\/L LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE FLOOR WOOD BEAM NEW STL. GAP f L. B' „ # 4 HOR. CONT. REBAR ® A5 NOTED ON PLAN DIMENSIONAL LUMBER OR 5.25 WIDE PSL ;- WELDED TO COL.;SEE TOP, MIDDLE THIRDS, 8 GAP PL. DE-MILS BOTTOM OF WALL (4 TOTAL) NEW 3-1/2" O.D. SGH 40 NEW BASE PLATE 'A' HOT DIP &ALV. STL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER IIS 1 c FOUND. PLAN BY SIMS I II P. GONG. CONT. FTG. BASE PL. DETAIL, FOR /4 BACKFILL I ( WW BOLTING STEEL (OR EQUAL) GRADE —t-COMPACTED (MIN. 4,000 PSI) II EVERY 6" II A NEW 4" P. Cr (4) 3/8" H.D.G. LAG GONG. SLAB (3) #5 HOR. CONT. REBAR II PROVIDE GOLD .JOINT — AT GONG. SEAMS (TYP.) (� II BOLTS (PREDRILLED) 4" P. GONG. SLAB ° I 6 - 10 I EXTEND FOUND. WALL 8 FTG. AT a I � . i - COL. PER FOUND. PLAN;PROVIDE 77 NDGO'NGONAL WALL) T BENEATH GOB MNAk' Nx3.:l #. F� c'. J MIL PO1�Y` _ a a I I _. ._"._. . S ....__...___..__.. MOISTURE RETARDEi� 4 GRAVEL BASE-41 =it _ # \ ! .__._...._........_, ' 4, GRAVEL BASE' I ------ COMPACTED FILL \\ / i I ; ......" ........._.... 1 PROV. GLEAN ,� / _......... m ¢ 3/8 THK. PL. \ / COMPACT FILL�111 ____. NEW 30'x30 xl8' �; NEW 4 #5 HOR. P. GONG. FOUND. WALL k FTG AS __._ # i -- _ "._ ( --___"_. - 11 „ I I ( ) PER DETAIL 10/A-401 _ ____ ._..' €._.__f..._s_.. .__.__.....__ __ € _ ! _._!._._€...___s___�__. .____.__. _ i_._...€ �I_ DEEP P. GONG. PAD _"".._._. REBAR UPON (4) #5 FTG. (MIN. 4p00 PSI) � I HOR. REBAR (8 TOTAL) 1 I ..._._..."s..........." -:::::-::::::::. .. I�41I L4 n 3/8" THK. H.D. GAL\/. PL. j II GAP PLATE 'G' �' C0\/FRED PORCH DETAIL � FOUNrD,AT I ON NALL DETAIL OL.. 5O x50II 8 STEEL Cx 18II FOOT I A1C DETA I L —4 I A OI.00 _ IA-401.00r— FOR A-401.00 _ LVL LUMBER (3) 1-3/4 WIDE L\/L LUMBER CONNECTION OF STL. COL. TO (2) 1-3/4 WIDE SCALE: 3/4 I -OSCALE: 3/4 1'-0" SCALE: 3/4 - I O #5 REBAR (TYP.) 2'-0" LAP (TYP.) PROVIDE 3" (MIN.) GONG. COVER 811 OF ALL REBAR WITHIN P. GONG. FOUND. WALL5 d P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING Z AS PER CONNECTION 'D' IN w _ ------t- --fi --------- TYPICAL NAILING/5TRAPPING II REQUIREMENTS FOR UPLIFT, p n SHEAR, # LATERAL RESISTANCE" U Y--- - -- FLOOR SYSTEM A5 /4 ------- -i-------- ON PAGE 6-003 ® EA. STUD. NOTED ON PLAN NEW (2) 2"xb" P.T. SILL PLATES 4" I -L I P. GONG. SLAB w --I------- _ T TERMITE SHIELD UPON COPPER UPON SILL SEAL FLOOR WOOD BEAM 3-1/2O.D. SGH. 40 HOT ----- NEW STL. GAP FL.. 'G' --- AS NOTED ON PLAN WELDED TO COL.;SEE DIP OALV. STL. COL. 6 xb IOxlO W.W.M. BETWEEN I GAP PL. DETAILS NEW 3-1/2" O.D. 5CH 40 (ASTM AI23) AS PER I I I' CENTER 4 UPPER OF SLAB p HOT DIP 6ALV. 5TL. COL. - = PLAN WELDED TO PL. I I: I SECURED IN PLACE DURING POUR NEW 5/5"(P HOOKED ANCHOR NEW BASE PLATE 'B' (ASTM AI23) AS PER C� 1(� „ „ Q I I I (b MIL POLY BOLTS ® 3a O.C. W 3" SQUARE + WELDED TO COL.; SEE FOUND. PLAN BY SEMS �� 8X8 X3/8 THK. --' i I #5 BENT MOISTURE RE ARDER WASHER d ENDNUT, PROJECT: BASE PL. DETAILS FOR STEEL (OR EQUAL) \I� STL. BASE PL. p I' I' I REBAR (TYP.) BOLTING _ i NEW 4" P (4) 1/2" HOOKED ANCHOR I I I / R OYA LTO N ROW V PROVIDE GOLD JOINT GONG. SLAB BOLTS EMBEDDED INTO z I .a A. .: aal�\� r t- ;...,' . � ��... .� � �� . �I G L GRADE AT GONG. SEAMS (TYPJ " I I �� e€'y' ?' ° .t < i' FOOTING MIN. 4 W/ OVERSIZED I .:z ; : r..',. _.._ `: Fx. . -, Ij LOT 8 DESIGN C I I WASHER AND END NUT SETUP I I I 4" GRAVEL BASE #4 HOOKED VERT. REBAR ® 48" O.G. I I ----- --- .° ----------------- 4r-----WF- ---.-- --- '.,� #4 HOR. CONT. REBAR ® TOP 4COX NECK ROAD B TTOM OF WALL ( TOTAL)PL TI I 1 c 4" GRAVEL BASE ..__.___ i , P. G I ONG FOUND WALL MATTITUCK, NY 952 'T' GONNEGTI ON (MIN. 4,000 PSI)COMPACTED FILL --------- DRAWING# . . I - NEW 48"x48"x24" , - --- (2) ROWS OF (5) #5 HOR. P. GONG. CONT. FTG. I -y I I I W3'"" DRAWING TITLE: DEEP P. GONG. PAD ....... ........ REBAR UPON (5) #5 HOR. I (MIN. 4,000 PSI) I -- 1 , rII # I_O DESIGN AFTG. (MIN. 4,000 PSI) TOP 8 BOTTOM (10 2'-O" LAP (3) #5 HOR. CONT. REBAR TOP 10 BOTTOM TOTAL) Jol (TYP) _............. e »................. I E ` w s : GLEAN PROVIDE 3" (MIN.) GONG. COVER 3_ AGE __..__"_."_. ...".. /LI --- I I I COMPACT FILL OF ALL REBAR WITHIN P. GONG. I FOUND. WALLS 8 P. GONG. FTG'S. ,I 5-1/2" O.D. SGH. 40 HOT - 01 IF n A AV% 0 DIP GAL\/. 5TL. COL. I I — _ (ASTM AI23) AS PER ------- --fi-- — 7T STEEL COL.. 4 48"X48"x24" FOOT1 A1C DETAIL \ PLAN WELDED TO PL. i I ® FOUNDA71 ON NALL DETAIL 1n 8x8 X3/8 THK. #5 REBAR (TYP) 0- FA-401.00 SCALE: 3/4" = 1'-0" �I Q^ " _ " A-401.00 STL. BASE PL. #5 BENT 1' I I SCALE:.3/4 I O DATE: 04/06/21 12 OF 16 (4) 1/2" HOOKED ANCHOR REBAR (TYP.) BOLTS EMBEDDED INTO FOOTING MIN. 4 w/ OVERSIZED II WASHER AND END NUT SETUP I I I I I I 0.l�fr��• I :F tee;+�a BASE PLATE B 0 CORNER CONNECTION ' STEEL COL. OAF I$ BASE FLATS DETAILS 0 A-401.00 SCALE: 3" = I'-O" REBAR O\/ERLAf DETA I L A-401.00 SCALE: 3/4" = 1'-0" Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. W J EXISTING TO REMAREMAINWHEN APPLICABLE) NEW FOUNDATION WALL NEW WOOD FRAME (L-6.• 5TL. WHEN APPLIGAB LE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED + 0 WOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) Z ; 0 Z F- Z Q � STRUCTURAL PLAN NOTES _ W OSINGLE SPAN STRUCTURAL MEMBER: 1 � J STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS Q J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. J H ♦0'I PROVIDE SIMPSON HCvLT✓ HANGER AT INDICATED BEAM O CONNECTION;WELD HANGER TO STEEL BEAM PER 0 d. MANUFACTURER SPECIFICATIONS (SEE 2011 51MP50N , STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES Q Z r"I 162-164 4 BULLETIN "T-G-WELDUPI_FTiq". N LL TYP. STL. COL.: W (D O3 3-1/2" O.D. 50H 40 HOT DIP GALV. STL. COL. (ASTM A123) I` Li) BY SIMS STEEL (OR EQUAL) 0 Q riJO OPEN-WEB JOIST REINFORCEMENT: O4 PROVIDE 05B 20 O.G. (SPAN RATING) REINFORCEMENT AT RAISED MASONRY PATIO W EACH JOIST, A" THK. x II-1/5" HIGH x Ib" LONG, CENTERED BENEATH EXTERIOR WALL ABOVE:, FIXED ON ONE 51ME OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ p PL PREMIUM' GLUE (OR EQUAL) d: 3" NAILS ® 5' O.G.; " i � I til i SEE ALSO JOIST MANU. SPECIFICATIONS. W OPEN-WEB JOIST REINFORCEMENT: 2"x5" P.T. D.J. ® I6" O.G. _ _ _ O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT w/51MP50N LU526 JOIST ! (3) 2"x10" P.T. FLUSH BM. - U HANGERS ® FLUSH BM. EACH JOIST, ;j THK. x II-1/5" HIGH x 24" LONG, CENTERED BENEATH INTERIOR LOAD-BEARING WALL ABOVE,FIXED ON BOTH 51DE OF J015T IN VERTICAL_POSITION TO TOP $ RAISED MASONRY PATIO �(5) 2"x10" FLUSH BM. BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 8 3" NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. v ? (4) 2"xb" (:2) .2"x(5" POST O v POST TO HDR STACKED BENEATH JOIST HANGERS (STEEL FLUSH BEAM): _ Ob PROVIDE SIMPSON BA2.56/11.55 'I-OF FLANGE JOIST HANGER __ _ _ _ -_ � � d FLUSH BM. POST TO VALLEY r'� ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER (2) 1.'75"xq.5" C.P. 2.OE LVL HDR P05T(To HDR MANUFACTURER SPECIFICATIONS (SEE 2011 SIMP50N 5TRONG-TIE WOOD CONSTRUCTION CONNECTORS PA6E5 162-164 b BULLETIN "T-G-WELDUPLFTIq". I - - -x! � _ _ JOIST HANGERS (STEEL FLUSH BEAM): I N (3) 2"x10" HDR (3)-1.75"x!4" 0-5.P. 2. E LVL HDR (2) 2"x5" HDR O PROVIDE SIMPSON BA3.56/11.55 TOP FLANGE JOIST HANGER (3) 2"x12" HDR ® EACH F.J. U.O.N. WEELD HANGER:5 TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2011 SIMPSON v U1 v M STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAC-Z-5 Tv v 162-164 8 BULLETIN "T-G-WELDUR-FTIq". O Z. O O Z O Q O jL Q 0_0 J Q OJ015T HANGERS (WOOD FLUS'-f BEAM): K O O ,,, , PROVIDE 51MP50N MIU2.56/11 FACIE MOUNT HANGER ® EACH ® ® j ` j F.J. (U.O.N.) PER MANUFACTURER 5FEGIFICATION5 !m? m? ` O BEDROOM #1 -1 IL I p JOIST HANGERS (WOOD FLUSH BEAM): w �� z 0 2412.0 S.F. 0, i _ PROVIDE 51MP50N MIU3.56/II FACIE MOUNT HANGER ® EACH v GREAT ROOM Lu M F.J. (U.O.N.) PER MANUFACTURER �iPEGIFIGATIONS IL 0 u 4 364.6 S.F. ` z0 O OO LOAD BEARING WALL w/ REIIgFORGED F.J. BELOW: tL Z- KITCHEN OlO �Iv® �-� � a� � �� 246.1 S.F. AS INDICATED BY HATCHING Q ��- T_ O® Q 43 I (3) 2"x4„ r 11! Q iq u� w =i0 W ��-1 Z POST TO z r -7� t(0� � � HEADER P05T FRAMING NOTE: I n STACKED BENEATH nw - p (2) 2"x4" POSTS DROPPED BM. I 1[A Q, V POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW I N POSTS ABOVE STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLESS TO FLUSH BEAMS (2) 2"x10" I - ry iu= NOTED OTHERWISE DROPPED BM. I i j F p® 0��• 2 2"x5" I J u !111 (7`(P.DOORU N.0) - __ 0 r QOL WALK-IN GL. ( 5 40 S.F. ! U � P I ! 1 2 2 PANTRY BATHROOM#I 1 (2) 2"x5" 3 25.6 S.F. z 76.0 S.F. I ( 2) 1.75 x11.575" G.P. HDR _ _ NI x45 A56 STEEL FLUSH BM. _ 2.OE LVL FLUSH BM. - - -Q �� U• IY v utoI v b '�Q`��0 w to 3 qj O b O I° uuII --- - - - - --- Q u�p. z0 O z0 (2) 2"x4" P05T5� � 6 � ►��j ��%�\�4j`�®\ - Q - TO FLUSH BM. p z p (3) 2"x4" 0 Q POWDER ® 0® FLUSH BM. ROOM +♦ --r --'----�-- -- - - - -- IIP05T TO PARLOR --- p / 27.5 S.F. r m? 1141.6 S.F. r m? - ® - , OPEN TO � = O = 0 ABOVE (2) 2"x4" POST r m? w �5TACKED w ' BELOW (2) 2"x4" v �v DINING ROOM �U POST ABOVE p�p 174.5 S.F. Q`� <`'0c Q"J� z _ _ 0 � _ 3 2"x4" (3) 2 xb ! to 5 0��y �'�Q� O �K •�U TO- 4 \�� ® �'�U P P05T TO - O�r�,?0 PROJECT: FLUSH TBM. i IALLWAY _ ® �` >�`> Q`'/v FLUSH BM. -_ ; b (3) 41.5' LVL H R -- � d• 0 Q' � v - ^\� � � -- (5) 2"x4" P05T f m? � / "�`' (3) 2'x6.. 0 k �„ STACKED = 0 ° r (3) 2"x4' POST BELOW (2) 2"xb" �U��° G MUDROOM +8,, LVL STACKEDY 1.5'x5.5' LVL. POST ABOVEJ� �,, 410.2 S.F. yo LOT S DESIGN C FLUSH E M5 BENEATH POSTS TO POST TO BELOW (2) 2"xb" GL. STUDS TO 5 r/ �Lt? +i Q BATHk00 WINDOW HDR ABOVE FLUSH BM. P05T ABOVE DOUBLE-STORY �P sy�fi�8} FOYER WALLS Jv 0 �? y4<LS (2) 2"x4" POSTS TO FLUSH BM. ---- - --- ------- ry15� (2) 1.-15"x1.5" G.P. 2.0E LVL UP ET BM. - \day Q��Pv POST TO l�Y4Q- COX NECK ROAD D �,��. //,70 o FLUSH BM., MATTITUCK, NY 11952 ';� Liv o cv Ql ,<hv iy�0� 2 GAR TF), RAISED MASONRY PATIO I m m=i (2) 2"xb" POST �y wJ OQ• GARAGE / . STACKED ^/0� 5436 5'F' / DRAWING TITLE. 2 77 OF HD BENEATH POST �� .° - - - - -- - - - - - J _ TO VALLEY (3) 2"xb" +`Jrq �U / POST TOo � �wP PROPOSED STRUCTURAL PLAN .D > FLUSH BM. ryy''QQ��'°U' 6 2'x5" G.J. ® I6" O.G. w/ - N 5IMP50N LU526 JOI5T I UIp °° HANGERS ® UPSET BM. °\� (2) 41.5" LVL HDR _(2) 41.5" LVL HDR _ _ �(2) q.5" LVL HDR 41 (3) 2„xb, Q ti'�o + ,0 +�o PAGE: m POSTS P () �` Agftk TO HDR X17°0 � t 19 m �L no 0 AMIL Ar I ms 2' 0 / o° / DATE: 04/06/21 13 OF 16 Wwer Ory (3) 2"xb" C) +� POST TO �J {- �ry ' FLUSH BM. , : <<' tr F0� PROPOSED FIRST FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" GENERAL 5YM 50L <E'�*' : - _ Q EXISTING TO BE DI-EMOLI5HED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. 5TL. Lu EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUGTURAL O WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 1 0 0 WOOD FRAME (L.G. STL. WHEN APPLICABLE) - ----_ — Z O H STRUCTURAL PLAN NOTES Z OSINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS LLJ ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED P05T5. J_ oo PROVIDE SIMPSON HGLTV HANGER AT INDICATED BEAM > It O O CONNECTION;WELD HANGER TO STEEL BEAM PER Z (7) (D MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N J T1 T-4 STRONG-TIE WOOD CON5TRUCTION CONNECTORS IIAGE5 X-i O 162-164 4 BULLETIN "T-G-WEL.DUPLFTIct". m Z '- 4 TYP. 5TL. COL.: Q O3 5-1/2" O.D. 5014 40 HOT DIP GALV. STL. COL. (ASTM AI25) Q Z � BY SIMS STEEL (OR EQUAL) LL L LI (•,D OPEN-WEB JOIST REINFORCEMENT: N _ Lo O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT '. O EACH JOIST, d,&" THK. x II-7/8" HIGH x I6" LONG, CENTERED ri J O BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF JOIST IN VERTICAL P051TIONI TO TOP d BOTTOM CHORD w/ Lij "PL PREMIUM" GLUE (OR EQUAL) $ 5" NAILS ® 5" O.G.; [p SEE ALSO JOIST MANU. SPECIFICATIONS. OPEN-WEB JOIST REINFORCEMENT: (5) 2"x8" UPSET SM. V O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT ® QLU PROVIDE FLAT EACH JO15T, A" THK. x II-1/8" HIGH x 24" LONG, CENTERED W BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON ? N MEMBRANE _._..............:.............:... __. _. ___..........___..._.........__._......._...__ ~ U BOTH SIDE OF JOIST IN VER'fIGAL POSITION TO TOP 3 V _ ...:: __..::::::-::::::::-.....__ :::_ ... _.,__....... ::-:: :-===k::::- ...... = J - SLOPE AWAY BOTTOM G140RD w "P PREh11UM" 6LUE OR EQUAL. d 3" - �.0 = ............;::::::::;: („) :.g• J / L ( ) ry _.. ............ .___.___—_ .___ _....._..__....... _.__..._...._._ ..........___.._..__..._ ......._.......... x FROM BUILDING _..„..:........... .:-_ ::,._ :::•__-:.::.. - ::::::-_.:.:.:::-:___-:-_-::::::-::::::....:•_:::.::::::<::::::::_...__. NAILS ® 5 O.G.;SEE AL50 JOIST MANU. SPEC IFI CATIONS. = v� _....__...._____..... _..._.............._._.. __................_._..__._ J0I5T HANGERS (STEEL F'LU5H BEAM): _.... . ..._._..... _ ... _...... Ob PROVIDE 51MP50N BA2.56/11.68 TOP FLANGE JOIST HANGER _- - - - - -- _.. .,; _. -.:-::,,.,._._.,..:<_.-::::........._-. .:<:::.::•::::•:-:•.........:,._� -:- .. :. (2) 2"xb" __.... ...._............._._._ sassy:::.:..................._............ -:::::- ® EACH F.J. U.O.N. WELD HA1�fGERS TO STEEL BEAM PER (3) 1."15 x11.25 6.P. 2.OE LVL HDR „,__.. _.::::::::.:::.: .::.:-- _...... POST TO MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON m VALLEY _. _ . 5TRON5-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 b BULLETIN "T-G-WEL.DUPLFTIq". _ JOIST HANGERS (STEEL FLUSH BEAM): (�) q.5" L (2) 2"x8" HDR �� VL -� O PROVIDE SIMP50N BA5 56/11.88 TOP FLANGE J0I5T HANGER ry HDR ® EACH F.J. U.O.N. 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STL. WHEN APPLICABLE) 1 J EXISTING TO REMAIN NEW WOOD FRAME`. (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATEDE] MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS , WHEN APPLICABLE:) (MIN. (2) 2"x(b" 5TRUGTURAL J H P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED �. O WOOD FRAME (L.O. STL. 0- WHEN APPLICABLE'.) >- O H STRUCTURAL FLAN NOTES Z Q � SINGLE SPAN 5TRUGTURAL MEMBER: O STRUCTURAL MEMBER SHALL. NOT BE CONTINUOUS 4x3" ALUM. DOWNSPOUT W ACROSS MULTIPLE SPANS. PROVIDE SPLIGE5 DIRECTLY 4"x3" ALUM. J ABOVE INDICATED POSTS. DOWN DOWNSPOUT J SPLASSHH OO PROVIDE SIMPSON HGL7'V HANGER AT INDICATED BEAM GUARD ® DOWN TO Cf' Q O CONNECTION;WELD HANGER TO STEEL BEAM PER GRADE (TYP) GUTTER HIGH SPLASH Z Q POINT (TYP.) GUARD Q MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N NEW MECH. ROOM: J STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES GRADE (TYPJ I. NEW OAS FURNACE; INSTALL AS PER MANU. �c Q 162-164 $ BULLETIN "T-G-WEI_DUPLFTI9". 5PEC.'s Z >- 4 TYP. 5TL. 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AND/OR WALLS - PROVIDE (1) = f o_____DRYWELL5 ® LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON OPEN-WEB J0I5T REINFORCEMENT: 4"x3" ALUM. O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT DOWNSPOUT GRADE (TYP) GONG. WALLS) ~ DOWN TO (V ® 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. LU EACH JOIST, 91" THK. x II-1U6" HIGH x 24" LONG CENTERED SPLASH 5PEC.'s AND AS PER NYS MEGH. AND FUEL GAS CODE- BENEATH ODEBENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON GUARD a 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT = J BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP 4 IT CONFORMS TO NYS, MEGH. AND FUEL &A5 CODE BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 3" GRADE (TYP) 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE NAILS ® 5" O.G.;SEE ALSO 1015T MANU. SPECIFICATIONS. _ FRESH AIR INTAKE FROM EXTERIOR a 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL JOIST HANOER5 (STEEL FLU5H BEAM): EMERGENCY SHUT OFF SWITCH O PROVIDE SIMPSON BA2.56/11.65 TOP FLANGE JOIST HANGER -7. FOR OAS SERVICE, PROVIDE GAS SHUT OFF SWITCH ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES A5 PER GORE ""�' �•` 57RON&-TIE WOOD CONSTRUCTION CONNECTORS PAGES Qi a 162-164 6 BULLETIN "7-G-WELVUPLFTI-1". 6 JOIST HANGERS (STEEL FLUSH BEAM): � - O PROVIDE SIMP50N BA3.56/11.66 TOP FLANGE JOIST HANGER n ® ry ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N N x — ry b STRON&-TIE WOOD CONSTRUCTION CONNECTORS PAGES r® �Y 162-164 d BULLETIN "T-C-WELDUPLFTI-1". OJ015T HANGERS (WOOD FLUSH BEAM): ' PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH 0 F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS (3) 2"x6" POST TO POST TO O JOIST HANGERS (WOOD FLUSH BEAM): RIDE RIDGE PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER ® EACH 0�[ F.J. 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Q DOWNSPOUT 0 \Ur DOWN TO 2"xb" R.R. 2"xb" R.R. \,10 ¢' Q �> // GRADEL(TYP) PROJECT: Q' U' \�y S,, 0 `b iO / ROYALTON ROW 4"x3" ALUM. IY `j z DONN5POUT p O� LOT S DESIGN C O W 6 DSPLASH � I :12 PITCH 5:12 PITCH I < / GUARD ® cV ® I GRADE (TYP) m LjQ - - - - - I - - - - - - J ®x6" o . ��e, o . � ��• COX NECK ROAD Q v o MATTITUCK NY 11952 -� 4"x3" ALUM. +�b DOWNSPOUT \ DOWN TO \ ❑ DRYWELLS ® \ DRAMNG_T_ITLE:__ &RADE (TYP) \ PROPOSED STRUCTURAL PLAN \ e 4"x3" ALUM. \ ro ry I . DOWNSPOUT 4"x3" ALUM. DOWN TO DOWNSPOUT OU SPLASH GUTTER HIGH DOWN TO GUARD ® POINT (TYP) DRYWELLS ® GRADE (TYP) GRADE (TYP) \ \ PAGE: 10 1031 0 \ / DATE: 04/06/2 . 15 OF 16 U 4"x3" ALUM. c�;• �, `Y:~M1,A � '�'�`''�. DOWNSPOUT DOWN TO ., DRYWELLS ® F a , GRADE (TYP) FRO OSEI7 -ROOF 57RUGTURAL FLAN ` 5r-.ALE: 1/4" = I'-O" Q CL 0 w w J Q ` O ` J J_ F- w ' O a. Z O H Z Q ci w J J 00 Z � W � O 4 Z rq u- (D In fY vq � _ Lo r0-I J O w c U w . � U = J � r 4" FRESH AIR VENT J i THROUGH ROOF \ QI I 2ND " FLOOR I FURN. - I - -- - - - � BATHROOM#5 11 IBATHROOM#2 BAT4ROOM#5------ 1_AUNDRY - - - - - BATHROOM#2 ___ I __T_ LAUNDRY --- NOTE: NOTE_ __ I T ALL PLUMBING WORK f I I I I i 1-AUNDRY FUEL GAS WORK I I SHALL CONFORM TO R� ! ALL PLUMBING 8 O I O LOCAL PLUMBING CODE O O 2 1 I 1 1 I 1 2"1 1 "I O � O ! SHALL CONFORM „I 2'i :2111 I' I 1 I I 2 1 I p� p� L I I 1 I I I ! PROVIDE "ABESGO FP200 FR LL 1 I I I I� To LOCAL � � PLUMBING CODE b la I� . I� I l Q Q I B I B 12" 12" B 1211 I I EXPANDING FOAM" (OR EQUAL) z 1 1 I I I I Q z FUEL 5A5 1 III I I I AT ALL PENETRATIONS IN FIRE O V I Q4 p� I LEGEND RATED WALL5 AND N W.G. Q1 I� v1 I= 31 0.3 I I v I I x �I W.G.` 3 I 10 N FLOOR /CEILINGS. PRODUCT - I_ - 1= V I- I- SHOWER jN �I !N \ cV IN f- —� HOT SUPPYL�IYATER - PIPINS PENETRATIONS: i ill 1- I 12 CONFORMS TO ASTM E 814, m NI liv NI I� iv TUB � NI ryl \ B m 41 - - - - - - - -- - -- - - - - - .. - I. PROVIDE "ABESCO FP200 FR 1 II I -- - \ I ASTM E 84, AND UL 14-711 f 1 I ---- ---- ------ ----------- ---- L------ ----------+ GOLD WATER AT ALL PENETRATIONS AT WALLS 15HOWER TUB WASHER I I I I I I I EXPANDING FOAM" (OR EQUAL) TUB 2 I 2'I 13 .O. y-..—..—tyl—..—..—�— _ — —WASHCR — — — - DRYER - - - G 5UPPLY -- ---- -- ----_ ----_ --._-----__---- AND FLOOR5/0EILIN65. - - - -— BATHROOM#I POWDER ROOM KITCHEN BATT IP�Or�M#I ISI ! 2.PRODUCT CONFORMS L ASTM E 814, ASTM E 84, AND UL 1419 I POWDER ROOM KITCHEN NOTE: I PROVIDE ABESCO FF200 FR ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) 2" 2" SHALL CONFORM TO I I AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE I RATED WALLS AND I I FLOORS/GE I LI NGS. PRODUCT p KI TGHEN GREAT ROOM i 2 i T i BAR i i 2 i 2 I 11 I GLEAN OUT — CONFORMS TO ASTM E 814, O r T2 1 2 5 I 1 44 SINK 44 I 1 A5TM E 54, AND UL 14.79 � _ - - :2111 I , p� I BAR I 0� I 1 I I S i B I B u B 2111 SINK 1 2 AS REQ'D I c �.� I I �- H I I I I 1 1 I �' � i� � i j i I� s � I i �-S OASI I IL I I v ! I I O i I I I FIREPLACE w I PROVIDE F.A.I. jI I I ! IL VENT W.�. W.G. vl 12 W.G. Iz of IK vI 1= KI IK I- 1 I_ 14 I I- I_ ISHOWER ivl 1= m iv1 1= cv1 1= m NI 1= wl 1= v. 1= I RANGE - v -- DW \a iry \I Iry \I Iry I DW I \I m --- - - - ! REGULATOR - - - - - -- -!-- -- 2.. I SHOWER \ ---- -----�,--------03 � -- - - - ----- - a - - -- - --- - ----- --- SAS SUPPLY 4" MECH. I I ! 4" HOUSE ROOM i O ! I ` MAIN DRAIN G.O. I I TO STREET TO 5A5 I I rWATER MAIN + MECH. MAIN Q TO SEPTIC ROOM PROJECT.- 411 SYSTEM I � v ' U II I V I II ROYALTON ROW LOT S DESIGN D I I : ---------------- - -- ---i COX NECK ROAD MATTITUCK, NY 11952 FLUME31 N 5:I SER - PRA I N / NASTE / VENT FLUME31 N RISER - SUFFLY CAS RISER - SUFFLY DRAWING TITLE: SG TS SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: Jim(0)", 1■ (0)"',0 DATE: 04/06/21 16 OF 16 ��EaD Al i lc`t� ti` n J -A SITE PLAN HATCH KEY: d PROPOSED BUILDING ADDITION Q ® PROPOSED ACCESSORY STRUCTURE 7 W ......y� -e, PROPOSED 2ND STORY Ju L c J H PROJECT LOCATION & SCOPE NEW 2 STORY WD. FRAMED DWELL I NO WITH ATTACHED SITE PLAN & ZONING DATA z OARAOE AND COVERED f='ORGH NOTED a o DA - - ENERGY TABLE B J 00 NOTIFY BUILDING D ARTME TAT > 0 00` 2 3.73' STRUCTURAL DESIGN CHARTS 631765.1802 BA T PM FOR THE Z 0) (o 262 0� - - - - - - PROJECT / ZONING DATA FOLLOWINGINSP ONS: J H VA O - - 1. FOUNDATION- 0 REQUIRED Y O 235.- - - --- --- -- --- --- C_7�®0�.®® HOLDOWN, ANCHOR BOLT, TAX MAP # 1000-113-07-19.37 FOR POURED, CRETE Z >- 4 STRAPPING & NAILING DETAILS 2. ROUGH-F I &PLUMBING Q Z � ZONING DISTRICT A-G FASTENING SCHEDULE fi w c0 3. INSULATION 4 m -i O --- -- 4. FINAL-CON R ION MUST \\ O LOT AREA 0.7 ACRES L �� • FRAMING GRAPHICS Cr TA ECOMP F C.O. O Q � ALL CONSTRUCTI N HALL MEET THE �-IJO �+ WETLANDS DISTRICT N N/A BEAM CONNECTION PATTERNS REQUIREMENTSC�F CODESOFNEW YORK n \ DEC DISTRICT N N/A FIREBLOCKING DETAILS DESIGNORCO T SPNERRORS ONSIBLE R w SUFFOLK COUNTY HD APPROVAL R-21-0175 5 H PROPOSED FOUNDATION PLAN w 5p' REAR YAFO- - - - - - - - - - - - J HABITABLE SPACE PROPOSED: U J BASEMENT AREA Q A- 102 .01 PROPOSED FIRST FLOOR PLAN � _ SF � , ♦ F .ST L00R RE I .� S.F ♦/ SECOND FLOOR AREA 2,066 S.F. --[ � C ---/'T-OT-AL-/BDR oM U T A_ 105.02 PROPOSED SECOND FLOOR PLAN 64.9' / , RY 1967 5F FOOTPRINT , GARAGE , ♦/ °�� 5S4 5F / A-201 .01 PROPOSED EXTERIOR ELEVATIONS 4`/ ♦/ LOT COVERAGE � s� s A202 .0 PROPOSED EXTERIOR ELEVATIONS m \\� DRIVEWAY 4l0. ♦ DESCRIPTION (FOOTPRINT) AREA COVERAGE O O V TOTAL LOT AREA 32,108.0 S.F. 3 PROPOSED BUILDING 1,967.0 S.F. 6.140 A-5Q 1 ,Q 1 BUILDING SECTIONS z 0 PROPOSED GARAGE 584.0 S.F. 1.840 v w / 40' FRONT YARD - - - , --- w m ♦ PROPOSED COVERED PORCH 302.0 S.F. 0.11% C � c D ♦ PROPOSED DECKS 310.0 S.F. 1.0% z BUILDING SECTIONS 0 o / DESIGN DETAILS a > TOTAL AREA OF ALL STRUCTURES 3163.0 5.F. 9.940 Z ♦/ O —E--- �**MAXIMUM LOT COVERAGE ALLOWED - 20 % "' C.) \ ♦ ``� O E D IL a m W 0 o �?` q 3•(0' / 017)� REOU I RED SETBACKS - MAIN BU I LD I NC U. m \ -- -- - --- - O 4a p - g ' 6� ♦�� 5- ® � ,® � PROPOSED STRUCTURAL PLANSV.le 10 . U a a � � REQUIRED PROPOSED COMPLIES i�u` vi N it ROYALTON ROW FRONT YARD--- —� 40.0' — -----66.5' YES 04 04 C14 04 0 04 Q SIDE YARD 15.0' 41.0YES 5- 102 .02 PROPOSED STRUCTURAL PLANS o {Cr O TA BOTH SIDE YARDS 35.0' 105.9' YES - PROJECT: REAR YARD 50.0 51.4' YES PROPOSED STRUCTURAL PLANS ROYALTON ROW LOT 8 DESIGN C DWV/ WATER SUPPLY RISER COX NECK ROAD GAS RISER MATTITUCK, NY 11952 DRAWING TITLE: SITEFLAN.N T -'m`�'�`�"�""""�"""' "°"'" - -'"' "_' ` - PROJECT LOCATION &SCOPE SCALE: 1'-0" = 20'-0" SITE PLAN & ZONING DATA PAGE: SUBJECT FROFEi RTY G-001m02 DATE: 11/28/22 1 OF 16 51TE LAYOUT NOTES: I. THI5 I5 AN ARCHITEGT'5 51TE PLAN 4 IS OEC i 2022 _ SUBJECT TO VERIFICATION BY A LICENSED - SUIWINGDEPr SURVEYOR. THE INFORMATION TOWN07-S0mom ��E_D'gR�+f REPRESENTED ON THIS SITE PLAN IS TO THE ARGHITEGT'5 BEST OF KNOWLEDGE. �� 2.SURVEY INFORMATION WAS OBTAINED d "' �` `• <� FROM A SURVEY DATED SEPT. 17, 2020 AND PREPARED BY: PETER A. GROBEN LAND SURVEYOR � _. , . .., ...-_.__ .._... _. .. . "�},� :•��t�� ,��.' P.O. BOX 704 RIDGE, NY 11961 0 TELEPHONE: (631) 849-4150 LOCATION MAP SCALE: NTS 0ENERAL 5�'1" 50L KE) : " Qm a NEW PARTIAL HEIGHT 20'-�" D _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. W EXISTING TO REMAIN ```1 WHEN APPLICABLE) = Iq'-4Y" J NEW WOOD FRAME (L.G. �T NEW FOUNDATION WALL - NATURAL LIGHT S VENTILATION 4'-0" 12'-2y2" 3'-n° 3'-n° 3'-oy2° 3'-31/2 14'-o 3'-3y2" Q STL. WHEN APPLICABLE) (HABITABLE SPACE) _ � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O © FLOOR AREA 24-1 S.F. Q Q WOOD FRAME (L.G. S"FL. POST FOR 4" WALLS -J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL % REQ. S.F. PROV. NEW 2-HR FIRE RATED POST FOR b WALLS), U.D.N. Iq.5 S.F. 28.1 ROOF O Q LIGHTING;MIN. b% PROVIDE FLAT WOOD FRAME (L.G. S'fL. OF FLOOR AREA - _ � d WHEN APPLICABLE) VENTILATION;MIN. q q S.F. 15.32 _ - - - SLOPE AWAY z 4% OF FLOOR AREA FROM BUILDING ��o,, - ----- -- - --- -- - - -- - - _ F=- FLOOR PLAN NOTES14'-�2 Z . NATURAL LIGHT $ VENTILATION _-- - - - DOOR NOTE: NEW LAUNDRY ROOM: �� % NAT. LIGHT $ 4 m W (HABITABLE SPACE) O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED O 1. NEW WASH/DRY HOOK UP s'' - - VENT NOTE: J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM Q DOOR DIM.'s '� FLOOR AREA IS 1 S.F. �0 q �f a 1 p J co 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. �J LIGHT REG'D ...... 25.0 S.F. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REG S PER MANU. E H 4 I H Z % REQ. S.F. PROV. 11.3 S.F. 3.DOOR TYPE TO SELECT VENT RECR'D......... 4.INSTALL AS PER MANU 5PEC.'s LIGHTING;MIN. b% E 95.66 S.F. Y 3.PROVIDE (2) 2"xa" HDR.,U.O.N. DRYER EXHAUST NOTE: IC FLOOR AREA 15.0 S.F. 20.cI6 ``,, LIGHT PRO .......... 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR X17 = VENT PRO............. 49.11 S.F. Z Rt ELEMENTS AROUND DOORS (TYF. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY VENTILATION;MIN. 7.5 S.F. 11.76 'Y�� ' 4 t- Z (V OPENINGS 4% OF FLOOR AREA OSTAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. LL- LJJJ 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER Q MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN = BEDROOM#2 m 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO iV =n 313.4 S.F. N O NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM BEDROOM#3 36" HIGH HANDRAIL b SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO TO ALLOW PASSAGE OF A 4" i9 SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED NATURAL LIGHT $ VENTILATION D 247.6 S.F. 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 215aA. (HABITABLE SPACE) .b • W b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID �� SM/GO < METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS qJ 4 I LIVING S.F, 3 WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST FLOOR AREA 300 S.F. �... ® 1. SEE NOTE ABOVE FOR STAIR d RAILING INFO. • I (� DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4 2.RAILINGS SHALL BE WOOD OR FVC. =ry W SCREWS % REQ. S.F. PROV. SM/G 'f. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER II O ~ 0 CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE LIGHTING;MIN. b% i9 p = J OF FLOOR AREA 24.0 S.F. 54.7 GL. / 10'-5" q'-O" cv () J 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 9b 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° ryJ� j VENTILATION;MIN. 4 3 / Q FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 12.0 S.F. 27.35 EXTERIOR GRADE PAINT AS REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. 4% OF FLOOR AREA COATING D / `1ry m 10611 _ 3.5EE FOUND. PLAN b DETAIL • / rp'y` O NEW FLUE: / SM/Go ;ory SMOKE DETECTOR / CO DETECTOR NOTES: Ob 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO 9` C / I \ - I b" O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS 30 / 1 1 _m � � O WALK-IN GL. 1 10 O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'S - PROVIDE NEW WD. FR. ENCLOSURE w/ > / BEDROOM#4 Q � 60 S.F. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1/2" COX PLYWOOD d SIDING AS NOTED - "CHASE `- SECURING a STD. SIDE WALL" ON PAGE 6-004. 2.INSTALL ALL AS PER MANU. SPEG.'s i 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR / 10 2'_q" r iv IN COMPLIANCE WITH LOCAL GORE EQUAL) AT ALL PENTRATIONS AT '� / • K 12 0, _ FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM 5M/GO "- 10'-O" q'-O" E 514, A5TM E 54,AND UL 14.79. Q p / �s, - 1 A 2 UV _ WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY A,� / jz„ I O - Q 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O"• / "� HALLWAY b 4'-ly2" � J \ m BATHROOM#2 ° 400 SERIES CASEMENT, DOUBLE:HUN6, OR 6LIDIN5 47 O ' - I bO.a S.F. (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE / / 1 �` �`� - - m SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS O VENTILATION IS NOT MET BY MEANS OF NATURAL �, 'Yry O" I�-4'-5" 0i _ G AND DOORS" ON PAGE 6-002 IF GASEMENT GIRGULATION THROUGH WINDOWS OR DOORS TO / �o • �0 -7 i WINDOWS - ALL GSMNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 'ry / SM/GO - to 4' STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS I1 / ° //1_ S m v BELOW - 'Q 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE CL O � 10 OPEN TO F- TILT kqASH 3. ALL GLAZING WITHIN la" OF FF TO BE TEMP. 6L. NEW ATTIC ACCESS - PULL DOWN STAIR: ,� �O\ / /� \ '�\ .�` I , r 4 4 4 in Q m a e �„ ATTIC Fn 4'-0" N w •?l 4.5EE PAGE 0-003 FOR FRAMING ELEMENTS AROUND O 1. MIN. 350 # CAPACITY / ,� /� / _ - - m WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING(MIN. w �'� / r-{ATGH O o 22"x30"9 y�' / 14 / - - I m EGRESS NOTE: 3..75 HR FIRE RATED �� 9' / BATHROOM#3 _ m IN COMPLIANCE WITH NEW YORK 57-ATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING �� ® �` � / 64.6 S.F. GODS SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEC.'s `; O _ - BATHROOM#4 O �Ga`, I H I H N O / E6RE55 SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 52 S.F. ��s„ g \ 4 J - O ir 0 13 s� - - J I V W NET CLEAR OPENINS........... 5.7 S.F. GL. I O,, � � w m NET CLEAR HEIGHT............... 24" MINIMUM Oq a" SQUARE STRUCTURAL PERMAGAST COLUMN I 5 -5 -, I 6 m O NET CLEAR WIDTH................. 20" MINIMUM 10 LAUNDRY _ - I 4 b'-O' 3'-II" 3'-II" 6'-O" 03 1- ui TYPICAL PLUMBING/HVAC SHAFT: ROOM F ry ry Iq'-5' 0 10 PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD O oq 6, _--------- lu ORHEEM 4 TON AIR CONDENSER MODEL NO. - -_ - b'-�"- - b_7"- W v 11 RAI64aAJINA (OR EQUAL) �, BEDROOM#5 �;y = 12..0.. g 0 1 300 S.F. ' - a. m z _ w O / - p � m 4 / _ -----__---__ --�_ --=--= ----- BUILDING SEGTI ON NOTES TOP_RIDG_E HEIGHT O NEW ROOFING EL NOTE (TYPI EV. +50.4' ---------- - - -- ----- - --- - Q I. INSTALL NEW ASPHALT ROOFING SHINGLES W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER " - - a 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) b.PROVIDE RIDGE VENT(AS REOV) - 7. FLASH ALL VALLEYS 6 -12 &.INSTALL DRIP EDGE AS REQ'D 2.51— 12 9. INSTALL ALL AS PER MANU. SPEG.'s _ RR. P`� / J / 20 2 OTYPICAL ROOF 8 GEILINO CONSTRUCTION: • NEW ROOFING AS NOTED • 1/2" COX PLYWD SHEATHING (BLOCKING ® ALL / G.T.AS PER PLANS / / \ PLYWD SEAMS) z/ • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS /— - - / O / OVER& INSTALL "X" BRIO61N6® CENTER OF SPAN,U.O.N.) / • MIN. OF R-49 SPRAY FOAM INSULATION OR SEG_OND FLOOR GLC_ . HGT� --- F/ �? ' R-411 BATT INSULATION ELEV. +21.0' TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): / / A/ �\ O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) / 0 - �tiS J • UPON 1/2" COX PLYWD. SHEATHING(BLOCKING ® ALL = 7 BEDROOM #5 \ J 00 PLYWD SEAMS) Z 0) C) !TJ i • 2"xb" STUDS ® I b" O.G. w/DBL. TOP PLATE z � �" i3- U w \\ > � • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-13 p p BATT INSULATION (R-27 TOTAL) • 5/8" GYPSUM BD. WALL FIN'SH � Y_ - SECOND FLOOR _ ;n 1° ;� z 4 NEW SIDING NOTE (TYPJ: ELEV O . +12.0 �,� r-11' m m Q z 4 I. INSTALL NEW FIBER GEMENT HORIZONTAL LAP SIDING d VERTICAL BOARD d BATTENN SIDING �- m- _- - w 2."TYVEK" HOUSE WRAP (OR EQUAL) F.J. AS PER PLANS 5.INSTALL ALL AS PER MANU. SPEC.'S _ _ ~ _ ul) 4.PROVIDE ALL NECESSARY TRIM FOR b PROPER INSTALLATION 3 5. 51DING SHALL EXTEND TO TOP OF FIRST FLOOR _CEILING HEIGHT FOUNDATION WALL --- Lu ELEV. +10.a ONEW 4" THK. P. GONG. SLAB w/ b"xb"-10/10 W.W.M. H REINFORCEMENT AS PER DETAIL W O p 0a 2 GAR MUDROOM s ~ U b TYPICAL FLOOR CONSTRUCTION: d; GARAGE _ -j W • NEFLOOR JOIST A5 NOTED ON PLAN • 5/4" COX PLYWD T46 SHEATHING (BLOCKIN&® ALL - PLYWD SEAMS) 4 a • F.J. AS NOTED ON PLANS (9) SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) FIRST FLOOR • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 5" ELEV. +1.9 � SPRAY FOAM INSULATION (f2=7/INCH) AT RIM JOIST -- - - �X X X S F.J. AS PER PLANS TYPICAL LEDGER BOARD FOR R.R./C.J./D.J.: BASELINE o 01. (1) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTERSECTING - JOISTS,SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. ELEV. +0.0' LAO BOLTS ® Ib" O.G. I I I I 2. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR ( I 5 EQUAL) AT C.JJDA.,OR H.D. &ALV. H23A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL I I 10 BASEMENT I - L_ k UNHEATED FOYER" LVL WALLS FRAMING AT' DOUBLE-STORY UNFINISHED I I z Q I I m I I w O v 5 � m SEGT I ON G /A-502 Z o cr o w SCALE: 1/4" = 1'-0" w C o p cn 0 z w O cr c" F- w Q > a z J O w U Z � Q O J O IL Ir m HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE O Z SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; w O O PLANS AND NOT PROJECTING MORE THAN 41s" INTO w m PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT U Q QaQ JOIST HANGER BY aQ Q '5IMP5ON' OR EQUAL NOTE: Cru ri N FIRST FIN 1 SHED FLOOR I. IF FINISH MASONRY USED (SUCH AS m BLUESTONE) - MASON TO ADJUST 4"P.GONG.SLAB ei N H6HT OF LANDING AS REQ'D TO W/bxb 10/10 WWM N N I ACCOUNT FOR FINISH MASONRYw I" UPON COMPACTED ; (TYP.) FILL Q C e0 2. ALL HORZ.SURFACES SHALL BE PITCHED p ci -- — V2" MIN. SPACE BETWEEN \ • 1:48 AWAY FROM BUILDIN6 GRADE O ri WALL AND HANDRAIL \ ENT TO 3. FOR SLABS ABUTTING FRAMING,INSTALL SLAB AAR S SHOWN =�_--- = ==_. PROJECT: 3/4' PINE RISER \ COPPER FLASHING FROM 12"ABOVE AND \/ ADJACENT TO SLAB, BED ALL FLASHING //\\//\\//\\// 3/4" PINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL IN ASPHALTIC MASTIC ° • /• \ \ \ \ \ V • iii;\; ROYALTON ROW SCALE: NTS - ;ti , /, / ,/ LOT 8 DESIGN C STEP;3"REBAR ® ENDS L • , . = X O GROSS SECTION c P ti a \\\ \\\\\ \\ \\ \\ \\/ a' �Q - o / // // // // // >/X>/, 1 MIN. �� dlzpr HANDRAIL CIRCULAR NON-CIRCULAR \ I" ROUNDED NOSING ��O CLEARANCE �, � \ \/\ \ \ \ \ \ \// w/Ya" RADIUS w 101 \ \ \ \ \ \ \ \ \ COX NECK ROAD (NOT INCLUDED IN 3-b i \ \ \ \ \ \ \ \ \ TREAD DIMENSION) MIN. ED, / LANDING a /\/\/ COMPACTED, MATTITUCK, NY 11952 4 -6Y4 / -'1`— ° ° ,�i /\\/\\/ /\ FILL /\\/\\/\\/ IyI N I�4 _2 PERI— 2Y4 m Q a! • a // i .° /\\\ \//4\/REB\A/R\® I O//\\/\\/ /\\//\\\/\\\/\ Z O M METER MAX. / 4" P.GONG.SLAB w/ 2"x4" r-I ,, / // // / / b"xb"-10/10 W.W.M. KEYWAY a ',,:;,�:, \\j\\j\\j /(� �/ \j\\j\\j\\j\\j\\j\\ o o DRAWING TITLE: -- =p UPON COMPACTED FILL •° < ° ` ° 9' / BUILDING SECTIONS U / 4" DRAIN CONNECTED N W / TO EXIST.MAIN LINE �,, / /1x/ / / / / / / / / / / / \c �, \\ \\ \\ \\ \\ \\ \\ \\ DESIGN DETAILS w �� NOTE: / / v-•--=----- a--------°-• J 91 \\ \\\\.l p j\\\\\\\\\\\\\\\/\\ ALL P. GONG. \/\\/\\/ a II \ V�� \ �//�//� �/%/ 4,000 PSI (MIN.)SHALL BE \ // #4 REBAR CONT. ® 10" O.G. (MIN. 3) J�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ m / n / / (5) 2"x12" STRINGERS 0 w/R-21 (i) #4 REBAR CONT. 11 \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ INSULATION, IF UNDERSIDE 15 PAGING j / / PAGE: STORAOE/NON-HABITAL SPACE m #5 BENT REBAR ® 12" O.G. I / 8" THK. P. CONC. WAL302mO2 L STORAGE UNDER YY GYP. BD. (I) #4 REBAR CONT. II s \ X\ \/\ \/\ \ \ c JJ //\//\//\//\//\//\//\//\//\//\//\//\//\//\// (WHEN AF'PLIGALBE) \/\/\/\/\/ \ / P. GONG. FOOTING AS PER DETAIL 10/A-401DATE: 11/28/22 11 OF 16 I TREATED 2"x12" SILL FOR CONTACT w/GONG. (IF APPLICABLE) BELON GRADE MA50NRY STAIR DETAIL 2 \ A-302.0 ED AR BASEMENT SCALE: 3/4" = 1'-0" P INTERIOR WOOD STAIR DETAIL A-302.0- SCALE: 3/4" = P-O" 0ENERAL CL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. W EXISTING TO REMAINWHEN APPLICABLE) �/ J NEW WOOD FRAME ('L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL 0 WOOD FRAME (L.G. STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. a WHEN APPLICABLE) �- Z 0 ' STRUCTURAL PLAN NOTES Z Q o OSINGLE SPAN STRUCTURAL MEMBER: cr STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY W ABOVE INDICATED POSTS. J 00 PROVIDE 51MP50N HOLTV HANGER AT INDICATED BEAM > q 0 2O CONNECTION;WELD HANGER TO STEEL BEAM PER Z 0') (D MANUFACTURER 5PECIFICATIO'NS(SEE 2019 SIMPSON J r"I j STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 0 O vi 162-164 d BULLETIN "T-G-WELG,UPLFTI9". d Ln Z >: 4 TYP. STL. COL.: Q Q Z T-1 O3 3-1/2" O.D. SCH 40 HOT DIP &.ALV. 5TL. COL. (ASTM AI23) Ix (V BY SIMS STEEL (OR EQUAL) LL L OPEN-WEB JOIST REINFORCEMENT: _ Lvq O4 PROVIDE 05B 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST,;1," THK. x II-7/8" HIGH x 16" LONG.CENTERED BENEATH EXTERIOR WALL ABOVE,FIXED ON ONE 51DE OF JOIST IN VERTICAL POSITION TO TOP 8 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL..) d 3" NAILS ® 5" OL.; m W SEE ALSO JOIST MANU. SPECIFICATIONS. Q' D OPEN-WEB JOIST REINFORCEMENT: O PROVIDE OSB 20 O.G. (SPAN RATIN&) REINFORCEMENT AT (3) 2"x8" UPSET BM. �z � V PROVIDE FLAT 162 - Lu EACH JOIST, g" THK. x II-7/8" HIGH x 24" LONG.CENTERED ROOF OO- BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON z_ BOTH SIDE OF J015T IN VERTICAL POSITION TO TOP d —� - - -"- _:_--__ MEMBRANE =U1 U = J BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) B 3" SLOPE AWAY NAILS ® 5" O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. _ — --_-- Q W W J Q Q' 0 J 4" FRESH AIR VENT J I L THROUGH ROOF U 1 a Q I I I I v I F 1 Q Q `, 0 I BATHROOM#4BATHROOM#2 I BATHROOM#3 W LAUNDRY 'J 00 > d, C) vi i 1 I ' 2 I 1 1 I "1 I j I BATHROOM#4 BATHROOM#2 BATHROOM#3 :2" 2"� 2"1 2 1 2 1 1 1 I 1 1 2"I 1 LAUNDRY z � 4 0B I 2" I I B I B I 12" 12" I B I 11 1 1 2" I PROVIDE "ABESGO FP200 FR NOTE. Q Z T-1 EXPANDING FOAM" (OR EQUAL) I I I I I I I ALL PLUMBING WORK LL. J U I I ( I I I I AT ALL PENETRATIONS IN FIRE a SHALL CONFORM TO W (D I I I I I W G (� FLOORSTED /GEIL NO5. PRODUCT LLS AND O p LOCAL PLUMBING CODE � _ L� 14 I SHOWER W.I Wim. 1-�" I-k I (SHOWER I 1- " I I 12" CONFORMS TO ASTM E 814, � I � I rUB I TUB I I � A ASTM E 84SHM , AND UL 147q p I I CJ I I CJ Q 3 3: I LEGEND 2. 3.. :211 2 2.. 3.. I I Q4 3 I I I I ?1 j l 44 1 Q G.O. I G.O. w v l I I I W13: .G. U W.G. U vl I vl I� 31 I� x 1& 1I v l I x I W W.G. U �I I v BATHROOM#I �. liv liv �. liv cv cv �. Iry - I In ivl I\ PHOTWATER POWDER ROOM KITCHEN NOTE: �I I IN SHOWER pm pmt �I \ �I \ nl 1\ nl I\ SHOWER ryl \ n \ m I ry ------{ ALL PLUMBING WORK I I\ �j I\ I �B I --------� w°sHER U -- :2" - _ 2" SHALL CONFORM TO �- �----------=-----=-- ---= --^ ------� -- -- ' ------ GOLD WATER W I _ LOCAL PLUMBING CODE ..-. _ ..-..-..-. -------. .._.._._- ,-.. 5 -.. -�___..-dS.-..-.._---- - -.._..-..-..- - -.. .._..- ..-.._..-..-..-.. ._..-..-..-.._..g. �..-..-..� I T'--_ - - . — -- - � SUPPLY � V t 2"I 2111 2"r I POWDER ROOM r— 2BAR 2 I GLEAN OUT KITCHEN BATHROOM#I I I V J B PROVIDE "ABESCO FP200 FR 12" 1 EXPANDING FOAM" (OR EQUAL) I I "I I I SINK I 3 I I I I AS REQ'D I j AT ALL PENETRATIONS IN FIRE Q . I 21 � I I I •S I I I(SHOWER PROVIDE F.A.I. SINK I RATED WALLS AND , BAR I I FLOORS/CEILINGS. PRODUCTCONFORMS TO AS \ tt- I- I- �� 1_ I pI p �44 �04 I ASTM E 84,AND UL 14-lq 14 DW I � I � I G.O. 3 �I 31 $ ko 3:: 3 � vl IX W.G. 0: 1= V: I - W.G. vl I v� 1= 11� 1 I 11 NI 1 cV �+ 1 cv I 12 SHOWER 4.. c\VI ItV m n. IN iv iry m I . 4" HOUSE i I- �\ MAIN DRAIN G.O. ----_---- -- ---�----- - ---� ---- 8-------� 4" Q TO SEPTIC, MECH. w SYSTEM ROOM V I I TO STREET WATER MAIN m ]F<ul 4 11 W It J 0 V = cAO - z O O w FLUME31 NC RISER — r7)RA I N / NASTE / TNT Wm N0 SCALE: NTS FLUMBI NC RISER — SUFFLY N o z W o � Ix SCALE: NTS Q a z J O W V z 20 O O a m w of o 2 m o 0 o. a ei N 4 N N N Q \ \ H N N O O e�I 2ND FURN.R PROJECT: ROYALTON ROW LOT 8 DESIGN C NOTE: LAUNDRY ALL PLUMSIN6 4 O FUEL OAS WORK p SHALL CONFORM IL PL LOCAL COX NECK ROAD PLUMBING CODE d O FUEL 6A5 MATTITUCK, NY 11952 iu N PIPING PENETRATIONS: 1. PROVIDE "ABESCO FF200 FR m — EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. PLUMBING RISER DIAGRAMS 2.PRODUCT CONFORMS TO ASTM E 814,ASTM E 84, AND UL 14-lq GAS RISER DIAGRAM a0 KITCHEN GREAT ROOM PAGE: N GAS u FIREPLACE VENT P-101. 02 RANGE m m REGULATOR GAS SUPPLY-/ DATE: 11/28/22 16 OF 16 TO GAS MEGH. MAIN ROOM Qe, ED AR IST FLOOR � 2 FURN. ar ji SFr7c,Q OAS RISER — SUi=FLY SCALE: NTS