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HomeMy WebLinkAbout46453-Z rrr-Tv=� o�StlFFatK Gel Town of Southold 8/21/2023 P.O.Box 1179 ocm _ 53095 Main Rd �y�jo ap�i?S Southold,New York 11971 •�_1 � '1'.zr.J CERTIFICATE OF OCCUPANCY No: 44474 Date: 8/21/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 470 Royalton Row, Mattituck - SCTM#: 473889 Sec/Block/Lot: 113.-7-19.39 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. 46453 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 entry,rear covered patio with roof top deck,rear patio, second floor balcony and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0176 4/18/2023 ELECTRICAL CERTIFICATE NO. 46453 12/15/2022 PLUMBERS CERTIFICATION DATED 8/19/2022 ichfrdCannarellY7 th rizegnature r TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE AMENDMENT Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46453 Date: 6/21/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: Construct single family dwelling as applied for with SCHD approvals (I.A. system as required per PB) *8/21/2023 AMEND Permit: to include finished living area (bedroom) over garage. At premises located at: 470 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.39 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 $161.60 Total: $3,584.20 Building Inspector SOU�yol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCOW TV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 470 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46453 Section: 113 Block: 7 Lot: 19.39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Corp License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 96 Ceiling Fixtures 14 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 19 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 94 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch 200A UC Lights 12' Dryer Recpt G2S Emergency StrobeHeat Detectors 1 Disconnect Switches 6$ 4'LED 4 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, W/D, Mini Fridge, Micro, 200A Panel 40 Circuit/ 35 Used, 200A Whole House Transfer Switch Notes: New Two Story Unfinished Basement Inspector Signature: Date: December 15, 2022 S.Devlin-Cert Electrical Compliance Form SOUr��`o Town Hall Annex Telephone(631)765-1802 54375 Main.Road Fax(631)765-9502 P.O.Box 11790 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:^_A /9 o Z Z Building Permit No. y.,y,53 — Owner: I�ltr�a J rme et aial L� T (Please print) Plumber: /� ���� A4A Q� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f j (Plum ers ignature) Sworn to before me this (q'A day of 4-tcl�"f _, 20 -7-2- Notary 0 -72Notary Public, 6-Lofj UN County Matthew Tempesta NOTARY PUBLIC,STATE OF NEW YORK Registration No.01TE6294435 County of Nassau Commission Expires Dec.16,2021- OF SOU'yOl - �� o # f TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPEM?BG. N [ ] FOUNDATION 1ST [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEt FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C,/O. [ ] RENTAL REMARKS: I- D1, // Lo mw /� ra, c�/ 46 U DATE INSPECTOR OE SOUTyOlo 9 U J 3 Hlo lzo # TOWN OF SOUTHOLD BUILDIG DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 22 INSPECTOR OF SOGTyolo - �� # '� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL—Nb-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: ni Anil `I �� �tc/ ' TV- t 6 W6atA, k4 d ov c6 s a�( DATE g �?/ INSPECTOR OF SOpTyO� [ -f 53 ! 70 # # TOWN OF SOUTHOLD BVU LDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) P1 [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ny ;! lA DATE INSPECTOR �✓ 7/27/23,3:35 PM � n� 1�1 IMG-9629.1P9 swim Y �r d y r. K i f+ .E . , �`Y Gr��„�'' ""fir '' � ri �"'�' �- r �����✓ �':•��9� u- ..� 4 ,:.h ys� �'� '�•�qs`1 ,�.."+�,. 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T e O s N � � o Ln d � 0 >a c cD c c https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGtwMfZrMnLtWmgsrhQfXzSrgbc?projector=1&messagePartld=0.1 1/1 7/27/23,:3:33 PM � /� 3 IMG-9618.jpg t `p 4 c s. � z a i 11 a k d C Y f �nw . +d" A.. x. https://maiI.googIe.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGtwMfZrMnLtWmgsrhQfXzSrgbe?projector=1&messagePartld=0.1 1/1 7/27/23, 3:33 PM \ � 11.11 IMG 9615.PNG , 7D - / s R/ 1 LIQ d to os o P m F- https:Hmail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGtwMfZrMnLtWmgsrhQfXzSrgbc?projector=l&messagePartld=0.1 1/1 7/27/23,3:35 PM �Q IMG-9628. /J 3 - o X� /&,j/ r" I a � � C In L �F 1 hftps://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGtwMfZrMnTxCpPJwwmXgckwtdG?projector=1&messagePartld=0.1 1/1 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 470 Royalton Row,Mattituck,NY 11952 Test Date 11/17/2022 Building Permit#: 46453 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 1 1980 18069 Q Sealed Attic 2"d 2070 25595 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 12245 area includes areas where the ceiling height is less than 5 Total Volume 55909 ft' CFM @50 pa 2339 Air changes/hr@50 p 2.51 �Co Compliance: Pass 'I Duct Tightness: Post Construction es - otal Duct L a age System-1: 1st Floor Duct Location Basement , Y Floor Area 1980 Leakage CFM @ 25pa 78.4 CFM/100 ft2 CFA 3.96 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space— Floor Area M Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 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 m ded-by 2020 New York State Supplement,Section 4033.4. Iw Signature: Date: 11/17/2022 Christopher Silvia,Home Energy Solutions 4 I i AMP Architecture 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 10 470 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 470 Royalton Row,the foundation,framing and strapping, insulation and caulking, 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 M. gay" p 3m 740 �Q -t /0 - -//70 plax? g 539 Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 l � 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.openioisttriforce.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: ''/�-inch-thick(12.7 mm)gypsum wallboard or'/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'/z-inch-deep (238 mm) truss installed at a construction. Fire-resistant construction was evaluated to 2- maximum spacing of 24 inches(6 10 mm)and sheathed with inch-by-10-inch nominal dimension lumber in accordance minimum 123/32-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-l0-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 TRIFORCEOtrussuses a 5/a-inch-thick(15.9 mm)wood Code10(IRC) structural panel or t/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 published installation instructions, and this report. Where these documents, the most restrictive provisions shall conflicts occur in these provisions,the most restrictive shall govern.The manufacturer's installation instructions and this 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. L 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 ESQ 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. Copyright©2021 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-87741ESRPT•Fax:909.472.4171 web:www.uniform-es.org-4755 East Philadelphia Street,Ontario,California 91761-2816—USA IsonEc 17065 Page 1,of 3 Pr ud Cefttlwbo Body g 00675 Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton'Row,Lot 6 Design C 'Bay Shore,NY 11706 Page-31 Detailed Room Loads - Room 10 - 2nd F/ Open 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: 124 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,600 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 454 ft./min. Percent of Supply: 0 % Runout Air Velocity: 454 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value MTM Loss HTM Gain Gain SE-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 NW-Wall-R27 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: 1,538 733 AED Excursion: 268 Room Totals: 4,127 143 2,717 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting_ Royalton Row Lot 6 Design C �"BayShore,,NY 11706 Page 32 Detailed Room Loads - Room 11 - 2nd F/ Bedroom #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: 275.0 sq.ft. Supply Air: 137 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 2,475 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 503 ft./min. Percent of Supply: 0 % Runout Air Velocity: 503 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.211 in,wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lai Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R27 2x6 10.5 X 9 75 0.068 4.2 316 2.0 0 148 W -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 S-GIs-E .32/.40 shgc-0.4 27%S 19.5 0.320 19.8 387 21.1 0 411 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 1,726 Infil.: Win.: 15.0, Sum.:8.0 224 4.540 1,018 0.785 158 176 Ductwork: 1,781 813 AED Excursion: 297 Room Totals: 4,780 158 3,011 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting - Royalton Row Lot 6 Design'C Bay' Shore,NY 11706 Pa a 33 ®etailed Room Loads - Room 12 - 2nd F/ Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. 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: 111 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 2,044 cu.ft. Req.Vent.-Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 55 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 634 ft./min. Percent of Supply: 0 % Runout Air Velocity: 634 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.455 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 S-Wall-R27 2x6 11.5 X 9 72.8 0.068 4.2 307 2.0 0 144 E-Wall-R27 2x6 19.8 X 9 177.8 0.068 4.2 749 2.0 0 352 S-GIs-D .32/.40 shgc-0.4 25%S (2) 30.7 0.320 19.8 608 21.2 0 652 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 1,313 Infil.: Win.: 18.8, Sum.: 10.0 281 4.540 1,277 0.782 198 220 Ductwork: 1,956 655 AED Excursion-, 239 Room Totals: 5,249 198 2,427 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Picie 34 Detailed Room Loads - Room 13 - 2nd FI Laundry/Bath #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: 122.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,098 cu.ft. Req. Vent. Clg: 0 GFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 47 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 0 .% Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.325 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 E-Wall-R27 2x6 6 X 9 54 0.068 4.2 228 2.0 0 107 N -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; 1,036 276 AED Excursion: 101 Room Totals: 2,780 121 1,024 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads 'Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6_Design C Bay Shore,NY 11706 Page 85. Detailed boom Loads - Room 14 - 2nd F/ Hallway 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: 18 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: 18 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 201 ft./min. Percent of Supply: 0 % Runout Air Velocity: 201 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.048 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R27 2x6 4 X 9 16 0.068 4.2 67 2.0 0 32 E-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 0.7 0 59 Subtotals for Structure: 442 0 215 Infil.: Win.: 2.4, Sum.: 1.3 36 4.528 163 0.778 25 28 Ductwork: 359 104 AED Excursion: 38 Room Totals: 964 25 385 Tuesday, March 16, 2021, 10:45 PM ' t 539- A. S 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 E 119 the truss that may be cut, according to the manufacturer's from a laboratory in compliance with ISO/lEC 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 0 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 Mo or UES under a quality control program with periodic inspection under the supervision of IAPMO UES. ES For additional information about this evaluation report please visit IAPMO UES ER-539 www.uniform-es.ore or email us at info(d,uniform-es.oro Page 2 of 3 q e sNumber. 539 6 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.com TRIFORCO WOOD TRUSSES CSI Sections: 06 17 53 Shop-Fabricated Wood Trusses 1.0 RECOGNITION The TRIFORCE'wood trusses recognized in this report have been evaluated for equivalent fire-resistant construction.Fire-resistant construction was evaluated to 2- inch-by-l0-inch nominal dimension lumber in accordance with Exception 4 to Section R302.13 of the 2020 Florida Building Code,Residential. TRIFORCE'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 TRIFORCE®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 falling 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 ivwiv.mrif9rm-es.orZ or email us at infofd,uniform-es.ore Page 3 of 3 Royalton Ro Lot 6 Design C HVAC Load ions. . for Danial Marra re FJ RHVAChFsTorwT'TAL. HVAC L oAns 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. NBa PRIMARr co.Ts mm� ,.ram g �Yre,rood m F �aQ Mll nirM .• wNnrcN{'u' Rx nrw+'.�' ---------- A2iL yFy U wrmolnani Q PROPOSED VA OWT5 DETAIL SCALES NTS MU Eq Opme OP O7NLA E+I WPPL� PWG n"A.CO.TR U In I - � u � a Q 56tTR FpE > 45 EIBOr:S ]0'ElBON > sS CLEM EO TJYE 120 VOLT-10-60 Hz-20 AMP SERVICE ALTERNATE*A• ALTEF"+TE v' MAIN ELEGTRIGAL CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICUTAR TRAFFIC PANEL AT DWELLING IR ALL VIEWS,ALTERNATE-A-IS FOR BENDS,ALTERNATE-B-IS FCR USE WITH BLDG.EXTENSICt1/CCHIIECTION MAIN BREAKER A+ GLEAN-OUT (C.0) DETAIL SCALE.NTS ® {I IG EDA a Cu OD LJLJ D9AFOF ryEN`1y0 I I•II � ® � tltll� Itllll DEDICATE ,20 AMP _ PROJECT: 51NOLE-PHASE RCUIT BREAKER — OO� ROYALTON ROW CI 'r®� ® ® ® ® -' ® LOT 10 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL COX NECK ROAD H.5. REFERENCE NO.:R-21-0176 MATTITUCK,NY 11952 ELEGTRIGAL 5ERVIGE TO I WASP SERIES CONTROLS DRAWING E: NORWEGO 5ERVIGE PRO M PROPOSED VA DINTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS P�v WYM { fMMIPACMYRS IA KMNQTI I INSTWCTIONS SNALL ee CONBLTEp t�sA�r u� YW�G• „ �' ;�; r °SL /VIFN IN5TAWNS THE NORYQ:W SERVICE PPO NAaP-NT ceNTm PAGE: VIABRAM5 51—N REPFE5ENT GOCLMENTATION RCADILV AVNLAME FROM MANWACNRRC INSTALLER SHALL OON5 MOST UP_TO-GATE MATERIALS FROVIO®BY MANPAOTMER ENSLRE MTM "-IS IN r�A54roR. .rr a COMRIANGe W ALL MANU TIMM SI eCInCATIONS,NATIONAL LS R2 0 0 ELeCTRICAL LOOS.ANO APPLICABLE OOAL LOOES. J L __ a noTTrvecO' " mwu.urcm.,wN.mm,,..,�m.N.re,re....,a..m,e� ••••".• NORWECO 5ERVIGE PRO WASP CONTROL CENTER B WIRING DIAGRAM SCALE,NTS Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: ,Aberdeen.Building Consulting Royalton Row Lot 6 Design C B Shore NY 11706 PNe 2 Pro"ect Report General Project Information Project Title: Royalton Row Lot 6 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: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen BuildingConsulting.com Desi n 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: 2,081 CFM Per Square ft.: 0.611 Square ft. of Room Area: 3,408 Square ft. Per Ton: 639 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: 48,031 Btuh 87 % Total Latent Gain: 6,938 Btuh 13 % Total Cooling Required Including Ventilation Air: 54,969 Btuh 4.58 Tons (Based On Sensible + Latent) 5.34 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C 'Bay Shore NY 11706 Page 3 Load Preview Report Has Net Rec ft.2 Sen Lat Net Sen Min Min Sys Sys Sys Scope AED Ton Ton /Ton Area Gain Gain Gain Loss F Clg Htg Clg Act CFM CFM CFM CFM CFM Building 4.58' 5.34 639 3,408' 48,031, 6,938, 54,969 71,529 894; 2;081 894 2,081 2,081 System 1 1st FI No 2.26 2.62 652 1,708 23,578 3,566 27,144, 34,216 436 1,074, 436 1,074 1,074 Supply Duct Latent 1,177 1,177 Return Duct 0 628 628 725 Zone 1 1,708 23,578 1,761 25,339 33,491 436 1,074 436 1,074 1,074 1-1 st Floor Foyer 202 3,419 133 3,552 4,165 54 156 54 156 156 2-1st FI Bedroom#1 293 3,986 187 4,173 6,275 82 182 82 182 182 3-1 st FI Parlor/Walk-in/Master Bath 212 2,345 153 2,498 3,950 51 107 51 107 107 4-1 st FI Great Room 365 7,391 736 8,127 5,754 75 337 75 337 337 5-1st FI Kitchen 249 1,347 101 1,448 2,855 37 61 37 61 61 6-1st FI Dining Room 176 1,820 157 1,977 3,501, 46; 83 46 83 83 7-1 st FI Mudroom/Pantry/Powder Rm 211 3,270 294 3,564 6,992 91 149 91 149 149 System 2 2nd FI No 2.32 2.72 626 1,700 24,453 3,372 27,825 37,312 458 1,007 458 1,007 1,007 Supply Duct Latent 1,176 1,176 Return Duct 2,360 629, 2,990, 2,124 Zone 1 1,700 22,093 1,567 23,660 35,188 458 1,007 458 1,007 1,007 8-2nd Floor Master Suite 573 8,801 432 9,233 13,931 181 401 181 401 401 9-2nd FI Living Room 261 3,728 490 4,218 3,357 44 170 44 170 170 10-2nd A Open To Below 160 2,717 143. 2,860 4,127 54 124 54 124 124 11-2nd A Bedroom#3 275 3,011 158, 3,169 4,780 62 137 62 137 137 12-2nd A Bedroom#4 227' 2,427 198 2,625 5,249' 68 111 68 111 111 13-2nd FI Laundry/Bath#3 122 1,024 121 1,145 2,780 36 47 36 47 47 14-2nd FI Hallway 82 385 25 410 964 13 18 13 18 18 Tuesday, March 16, 2021, 10:45.PM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 _ — 'Page 4 System 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- 47.2% 0,00030,00047.2% Diff. from Avg. (2,356 Btuh Excursion) CZ 20,000 0 i� m 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 Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 47.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,356 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 greater than 1.3 x baseline and less than 1.5 x baseline) This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Tuesday, March 16, 2021, 10:45 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Ba Shore,NY 11706 Page 5 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- .S m 20,000 co 0 CZ 54.2% Diff.from Avg. (2,176 Btuh Excursion) 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 d Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours IMPORMulabc --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 54.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,176 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay'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 2,552 2,552 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 0 384 384 B .32/.40; Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 77.9 1,548 0 2,658 2,658 F .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 21 417 0 498 498 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: Gla2ing-.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-135 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 29,567 29,567 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 22,473 3,610 10,189 13,799 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 4,532 4,532 Total Building Load Totals: 71,529 6,938 48,031 54,969 Check Figures Total Building Supply CFM: 2,081 CFM Per Square ft.: 0.611 Square ft. of Room Area: 3,408 Square ft. Per Ton: 639 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: 48,031 Btuh 87 % - Total Latent Gain: 6,938 Btuh 13 % Total Cooling Required Including Ventilation Air: 54,969 Btuh 4.58 Tons (Based On Sensible + Latent) 5.34 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, 10:45 PM Rhv -Residential Light tCommercial HVAC Loads Elite yl ElaBuilding ConsulRoyalton Row Lot 6 Desi gn C l Shore NY 11706_ --- Page 7 - --- —— -- Building Bar Graph J 25,000 20,000 15,000 Building Loss 71 ,529 10,000 Btuh 5,000 Floor 5% Wall 17% Door 1% Infiltration 21% Roof 4% Glass 20% Ductwork 31% 25,000 20,000 15,000 Building Gain 54,969 10,000 Btuh 5,000 Aawli 0 Floor 20% Wall 11% Door 1% Ductwork 25% AED Excursion 8% Roof 2% Glass 38% People 4% Infiltration 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads_ Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 ` Pae 8 System 1 1st F! 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 0 950 950 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 0 192 192 B .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 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 0 498 498 Basic R5 door: Door-135 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 17,372 17,372 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,236 1,805 1,867 3,672 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 2,356 2,356 System 1 1st FI Load Totals: 34,216 3,566 23,578 27,144 Check Figures Supply CFM: 1,074 CFM Per Square ft.: 0.629 Square ft. of Room Area: 1,708 Square ft. Per Ton: 652 Volume (ft3) (Above Grade): 15,374 Volume (W) (Total): 15,373 System Loads Total Heating Required Including Ventilation Air: 34,216 Btuh 34.216 MBH Total Sensible Gain: 23,578 Btuh 87 % Total Latent Gain: 3,566 Btuh 13 % Total Cooling Required Including Ventilation Air: 27,144 Btuh 2.26 Tons (Based On Sensible+ Latent) 2.62 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads E_lite.Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design'C Ba Shore,NY 11706 Pa e 9 [S--stem 2 2nd FI 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 0 192 192 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 1,602 1,602 H .32/.40: Glazing-.32/.40, u-value 0.�2, 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 1,160 1,160 J .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-135 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 12,195 12,195 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 15,236 1,805 8,322 10,127 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 2,176 2,176 System 2 2nd FI Load Totals: 37,312 3,372 24,453 27,825 Check Figures Supply CFM: 1,007 CFM Per Square ft.: 0.592 Square ft. of Room Area: 1,700 Square ft. Per Ton: 626 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: 24,453 Btuh 88 % Total Latent Gain: 3,372 Btuh 12 % Total Cooling Required Including Ventilation Air: 27,825 Btuh 2.32 Tons (Based On Sensible + Latent) 2.72 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, 10:45 PM esidential& ht Aberdeen RBuilding ConsulgfingCommercial HVAC Loads Elite Royalton ow Lot 6 Design C 1 [Bay Shore,NY 11-706 _- -_- Page_10J System 1 1st FI Bar Graph 10,000 8,000 6,000 System i 1 1st FI Loss 4,000 34,216 Btuh 2,000 Floor 11% Glass 25% Ductwork 21% Wall 20% Door 1% Infiltration 22% 15,000 10,000 System 1 1st FI Gain 27,144 Btuh 5,000 Floor 5% Glass 47% People 5% Infiltration 9% Wall 12% Door 1% Ductwork 14% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential& Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 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 Btuh 5,000 zip: 0 - - Roof 7% Glass 16% Ductwork 41% Wall 15% Door 1% Infiltration 20% 15,000 10,000 System 2 2nd FI Gain 27,825 5,000 Btuh 0 Roof 4% Glass 29% People 3% Infiltration 9% Wall 10% Door 0% Ductwork 36% AED Excursion 8% Tuesday, March 16,2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ` Royalton Rnuy Lot 6.Design C bay Shore,NY 11706 Pae 12 Equipment 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C B@y Shore,NY 11706 Pae 13 Equipment Data - System 2 - 2nd 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: WEATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.. Aberdeen Building Consulting Royalton Row Lot 6 Design C bay Shore,NY 11706 Pae 14 Manual S Performance Data - S stem 1 - 1st FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 23,578 Outdoor Wet Bulb: 71 Latent Gain: 3,566 Indoor Dry Bulb: 70 Total Gain: 27,144 Indoor RH: 50 Load SHR: 0.87 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 23,578 153% Latent Capacity: 12,000 3,566 337% Total Capacity: 48,000 27,144 177% 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 34,216 316% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&•Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 15 Manual S Performance Data - S stem 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 90 Sensible Gain: 24,453 Outdoor Wet Bulb: 71 Latent Gain: 3,372 Indoor Dry Bulb: 70 Total Gain: 27,825 Indoor RH: 50 Load SHR: 0.88 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 24,453 147% Latent Capacity: 12,000 3,372 356% Total Capacity: 48,000 27,825 173% 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 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 ................I........................ ... . . . . . .. . . . . . . . . . ..... ..... . .. .............. 7,000 ................................ ... . . . . . . . . . . . ....... . ........ . . . . . . . . . . . . ...... ......... ........ 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(611/4 1st A Bedroom#1 (58/4 �— 1 st FI Parlor/ Walk-in/ Master Bath(459/4 —�- 1 st A Great Room(580/4 —�!— 1 st R Kitchen(340/4 1 st R Dining Room(349/4 1 st R Mudroom/ Pantry/ Powder Rm(30%) 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Lo"s Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Ba Shore,NY 11706 Page 17 System 2 - Hourly Room Net Gam System 2 Hourly Room Net Gain 13,000 ........ . . ... . . . . . . . . . . .. . . . ... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . 12,ppp ............................ . . . . . . . .. . .... ... . . . . . . . . . . . . .. . . . . . . . .... . . . . .............. .......... 11,000 .......................................... . . . . . . . . . . . . . . . . . . . ....... ........... .. . . 10,000 ....................................... ....... I......... ........ . . . . . . ... . . .. . . ..... ............. 9,000 ............................................... ................................................... 8,000 ... ................................................................................... . . . ........ 7,000 .................................................................................................. e 6,000 ................................ ... . . ............................... . .. . . . . ...... . . . . . . ............ 5,000 ...... . . . . . . . . . . .... ... . .. . . . .. . . ... ................... ..................... ......... 4,000 ..................... . . . . . . ..... .... . . . . . . . . . .. . . .. ... .................. 3,000 ....................... .. . .. . . . ...... ..................... . .. ....... 2,000 ... ................... . . . . . . . .. . . ..... . . . . . . . . . . . . . . .... . . . . ...................... 1,000 —.1........... . ... .......... .. . .... . . .... . . ...... .............. . . .. ....... .......... - p -- -�— — r-- — �- 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 Floor Master Suite(41°/4 --I&— 2nd R Living Room(349/4 �— 2nd FI Open To Below(391/4 �— 2nd FI Bedroom#3(379/4 — — 2nd FI Bedroom#4(259/4 2nd FI Laundry/ Bath#3(89/4 2nd R Hallwav(0°/d 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, 10:45 PM � Rhvac-Residential&Light Commercial HVAC Loads ._ F-lite Software Development;Inc. AberdeenBuilding Consulting Royalton Row-Lot 6 Design C ,,13ayShor'e,NY'11706 - Pae 18 System 1, Zone 1 Summary Loads Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description yuan 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 0 950 950 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 0 192 192 -B .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 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 0 498 498 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 17,372 17,372 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,511 0 1,867 1,867 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 23,578 25,339 Check Figures Supply CFM: 1,074 CFM Per Square ft.: 0.629 Square ft. of Room Area: 1,708 Square ft. Per Ton: 746 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: 23,578 Btuh 93 % Total Latent Gain: 1,761 Btuh 7 % Total Cooling Required: 25,339 Btuh 2.11 Tons (Based On Sensible + Latent) 2.29 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, 10:45 PM Rhvac Residential&.Light Commercial_HVAC Loads,.,, • Elite Software,Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6_Design C. Ba Shore,NY 11.706 Page.19 S stem 2, Zone 1 Summary 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 0 192 192 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 1,602 1,602 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 1,160 1,160 J .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-135 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 12,195 12,195 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 13,112 0 5,961 5,961 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 22,093 23,660 Check Figures Supply CFM: 1,007 CFM Per Square ft.: 0.592 Square ft. of Room Area: 1,700 Square ft. Per Ton: 788 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: 22,093 Btuh 93 % Total Latent Gain: 1,567 Btuh 7 % Total Cooling Required: 23,660 Btuh 1.97 Tons (Based On Sensible + Latent) 2.16 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, 10:45 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C a Shore,NY 11706 Page 20 System 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 25,339 5,000 Btuh Floor 5% Glass 50% People 5% Infiltration 10% Wall 13% Door 1% Ductwork 7% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 -- - - - -- — _ Page 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 23,660 Btuh 2,000 0 Roof 5% Glass 35% People 4% Infiltration 10% Wall 11% Door 1% Ductwork 25% AED Excursion 9% Tuesday, March 16,2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads. Elite,Software Development,Inc: Aberdeen Building Consulting Royalton Row Lot 6-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: 156 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,818 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: 571 ft./min. Percent of Supply: 0 % Runout Air Velocity: 571 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.271 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 SE-Wall-1327 2x6 5.9 X 9 40.6 0.068 4.2 171 2.0 0 80 NW-Wall-R27 2x6 8.4 X 9 63.1 0.068 4.2 266 2.0 0 125 SE-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.820 19.8 251 38.4 0 487 NW-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 30.9 0 392 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: 810 271 AED Excursion: 342 Room Totals: 4,165 133 3,419 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite-Software Development,Inc. .Aberdeen Building Consulting Royalton Row Lot 6 Design C Ba 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: 182 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 2,636 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 0 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.139 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 SE-Wall-R27 2x6 2.6 X 9 23.2 0.068 4.2 98 2.0 0 46 NW-Wall-R27 Zx6 15.1 X 9 105.1 0.068 4.2 443 2.0 0 208 NW-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 31.0 0 950 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 17.5 0 1,470 Floor-1330 2x10 19.4 X 15.1 292.9 0.040 2.2 650 0.7 0 210 Subtotals for Structure: 3,849 0 3,064 Infil.: Win.: 17.7, Sum.: 9.5 334 3.614 1,206 0.623 187 208 Ductwork: 1,220 316 AED Excursion: 398 Room Totals: 6,275 187 3,986 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAQ Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11766 Pa e 24 Detailed Room Loads - Room 3 - 1 st FI Parlor/ Walk-in /Master Bath (Average Load Procedure General Calculation Mode: Htg. &cig. 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: 107 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,908 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 107 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 544 ft./min. Percent of Supply: 0 % Runout Air Velocity: 544 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.191 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 NE-Wall-R27 2x6 19.4 X 9 144.3 0.068 4.2 608 2.0 0 285 NW-Wall-R27 2x6 10.9 X 9 92 0.068 4.2 388 2.0 0 182 NW-GIs-C.32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 30.9 0 192 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 1,755 Infil.: Win.: 14.5, Sum.: 7.8 273 3.615 987 0.623 153 170 Ductwork: 768 186 AED Excursion: 234 Room Totals: 3,950 153 2,345 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Ellte Software Development,Inc. Aberdeen Building Consulting - Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pa6e 25 Detailed Room Loads - Room 4 - 1st FI 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: 337 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.2 AC/hr 'Volume: 3,285 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.316 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 3,1228 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: 1,119 585 AED Excursion: 738 People: 200 Iat/per, 230 sen per: 3 600 690 Room Totals: 5,754 736 7,391 Tuesday, March 16, 2021, 1.0:45 PM Rhvac-Residential&Light:Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Loth Design C Ba Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - 1st FI Kitchen (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: 249.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,241 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 0 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.169 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 S-Wall-R27 2x6 18.1 X 9 142.1 0.068 4.2 599 2.0 0 281 W -Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 S-GIs-F .32/.40 shgc-0.4 0%S 21 0.320 19.8 417 23.7 0 498 Floor-1330 2x1.0 249 X 1 249 0.040 2.2 553 0.7 0 178 Subtotals for Structure: 1,645 - 0 993 Infil.: Win.: 9.6, Sum.: 5.1 181 3.616 655 0.624 101 113 Ductwork: 555 107 AED Excursion: 135 Room Totals: 2,855 101 1,347 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting' Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pa e27 Detailed Room Loads - Room 6 . 1st FI 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: 83 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,584 cu.ft. Req. Vent. Ug: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 83 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 608 ft./min. Percent of Supply: 0 % Runout Air Velocity: 608 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.306 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 E-Wall-R27 2x6 22 X 9 182.8 0.068 4.2 770 2.0 0 362 N -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 E-GIs-B .32/.40 shgc-0.4 0%S 15.2 0.320 19.8 303 43.9 0 670 Floor-R30 2x10 176 X 1 176 0.040 2.2 391 0.7 0 126 Subtotals for Structure: 1,809 0 1,320 Infil.: Win.: 14.9, Sum.: 8.0 280 3.614 1,011 0.622 157 174 Ductwork: 681 144 AED Excursion: 182 Room Totals: 3,501 157 1,820 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C 'Bay 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: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,902 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 546 ft./min. Percent of Supply: 0 % Runout Air Velocity: 546 Urnin. Actual Winter Infil.: 28 CFM Actual Loss: 0.248 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 S-Wall-R27 2x6 25.9 X 9 187.1 0.068 4.2 789 2.0 0 370 E-Wall-R27 2x6 8.2 X 9 53.5 0.068 4.2 226 2.0 0 106 N -Wall-R27 2x6 24.4 X 9 199.8 0.068 4.2 842 2.0 0 395 E-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 N -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 S -GIs-B .32/.40 shgc-0.4 0%S (3) 45.7 0.320 19.8 909 23.7 0 1,086 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 2,356 Infil.: Win..-28.0, Sum.: 15.0 526 3.615 1,902 0.623 294 328 Ductwork: 1,359 259 AED Excursion: 327 Room Totals: 6,992 294 3,270 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc, Aberdeen Building Consulting Royalton Row Lot 6 Design C 0ay Shore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 2nd Floor Master Suite (Average Load Procedure General Calculation Mode: Htg. &c1g. 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: 401 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 5,155 cuff Req. Vent. Gig: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 511 ft./min. Percent of Supply: 0 % Runout Air Velocity: 511 ft./min. Actual Winter Infil.: 41 CFM Actual Loss: 0.168 in.wg./100 ft. Actual Summer Infil.: 22 CFM Item Area -U- Htg Sen Gig 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 NW-Wall-R27 2x6 29.5 X 9 228.6 0.068 4.2 964 2.0 0 452 NW-GIs-C .32/.40 shgc-014 0%S 6.2 0.320 19.8 123 30.9 0 192 NW-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 31.0 0 950 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 shg6-0.4 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 5,077 Infil.: Win.: 41.0, Sum.: 21.9 615 4.540 2,792 0.784 432 - 482 Ductwork: 5,191 2,375 AED Excursion: 867 Room Totals: 13,931 432 8,801 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential.&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row.Lof 6._.Design C Ba Shore,NY 11706 PNe30 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: 170 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 2,351 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 623 ft./min. Percent of Supply: 0 % Runout Air Velocity: 623 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.321 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 1,006 AED Excursion: 367 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,357 490 3,728 ` Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Aberdeen NY 11706_ Pa a 36 FRoom Cooling and Heating Loads Bar Graphs ] 1 st Floor Foyer 1 st FI Bedroom#1 Cooling 1st FI Parlor/Walk-in/Master Bath 1 st FI Great Room 1st 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 37 Room Cooling and Heating Loads Bar Graphs 2nd A Bedroom#3 Cooling 2nd FI Bedroom#4 2nd FI Laundry/Bath#3 Heating 2nd FI Hallway 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvan-Residential&_L_i-g-h-t Commercial HVAC Loads Elite Software Development,Ino1 BuildingAberdeen BaySho eNY 11 06 suiting - Royalton Row Lot 6 Page 8 Room Cooling Loads Bar Graphs J 1 st Floor Foyer 1st 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 Btuh Tuesday, March 16, 2021, 10:45 PM Rh ac .Residential&Light Commercial HVAC Loads Elite Software Development,Inc.I� Aberdeen Building Consulting Royalton Row Lot 6 Design C a Shore,NY 11706 Page 39 Room Coofing Loads Bar Graphs 2nd FI Bedroom#3 Sensible 2nd FI Bedroom#4 2nd FI Laundry/Bath#3 Latent 2nd FI Hallway 0 1,000 2,000 3,000 4,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeeri-Building Consulting Royalton Row Lot 6 Design.0 �,BayShore,,NY 11706 Page 40 System 1 Room Load Summar Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Gig Sys' [No Name SF Btuh CFM Size Vel Btuh • Btuh CFM CFM ---Zone 1--- 1 1st Floor Foyer 202 4,165 54 2-5 571 3,419 133 156 156 2 1st FI Bedroom#1 293 6,275 82 2-6 462 3,986 187 182 182 3 1 st FI Parlor/ 212 3,950 51 1-6 544 2,345 153 107 107 Walk-in/Master Bath 4 1 st FI Great Room 365 5,754 �5 4-5 617 7,391 736 337 337 5 1 st FI Kitchen 249 2,855 37 1-5 450 1,347 101 61 61 6 1 st FI Dining Room 176 3,501 46 1-5 608 1,820 157 83 83 7 1 st FI Mudroom/ 211 6,992 91 2-5 546 3,270 294 149 149 Pantry/Powder Rm Duct Latent 1,177 Return Duct 725 0 628 System 1 total 1,708 34,216 436 23,578 3,566 1,074 1,074 System 1 Main Trunk Size: 12x16 in. Velocity: 806 ft./min Loss per 100 ft.: 0.098 in.wg Cooling System Summar Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.26 87%/13% 23,578 3,566 27,144 Recommended: 2.62 75%/25% 23,578 7,859 31,437 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: 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, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads, Elite Software Development,Inc. Aberdeen_Building Consulting :;: Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 41 S stem 2 Room Load Summar Htg Min Run Run Clg Clg Min ' Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 2nd Floor Master 573 13,931 181 4-6 511 8,801 432 401 401 .Suite 9 2nd FI Living 261 3,357 44 2-5 623 3,728 490 170 170 Room 10 2nd FI Open To 160 4,127 54 2-5 454 2,717 143 124 124 Below 11 2nd FI Bedroom#3 275 4,780 62 2-5 503 3,011 158 137 137 12 2nd FI Bedroom#4 227 5,249 68 2-4 634 2,427 198 111 111 13 2nd FI Laundry/ 122 2,780 36 1-4 535 1,024 121 47 47 Bath#3 14 2nd FI Hallway 82 964 13 1-4 201 385 25 18 18 Duct Latent 1,176 Return Duct 2,124 2,360 629 System 2 total 1,700 37,312 458 24,453 3,372 1,007 1,007 System 2 Main Trunk Size: 12x15 in. Velocity: 805 ft./min Loss per 100 ft.: 0.101 in.wg r-c- ooling System Summar Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.32 88%/12% 24,453 3,372 27,825 Recommended: 2.72 75%/25% 24,455 8,151 32,604 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: W 95TC1151524MSA 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, 10:45 PM i FIELD INSPECTION REPORT DATE COMMENTS , 41, FOUNDATION(1ST) -------------------------------- FOUNDATION(2ND) z V 04.J \ 'S t�►- o ROUGH FRAMING& y v PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE FINAL tjhell ww A K V` ADDI IOAL COMMES77 60 a-aa- a a• de ) raa5 . bo 041- GV 0103 0 Cr m i� O K mac. 6' • a-3 I ovat .(o/ D \ y Z 0 C � b � y 0. ' 9 opo$°FF cocoa TOWN OF SOUTHOLD—BUILDING DEPARTMENT y yah Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 2 For Office Use Only ��Q PERMIT NO. 4& ✓ 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. c Date:6/8/21 OWNER(S)OF PROPERTY: Name:Constantino Marra TSCTIM "00-113-07-19-39. Project Address:470 Royalton Row Mattituck, NY 11952 (Lot 10) Phone#:646-343-7400 Email:marrconllc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:AMP Architecture (Jess Magee) _ Mailing Address: 1075 'Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:1075 FRanklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email: aportillo@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 El No Will excess fill be removed from premises? ®Yes ONO 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/design professional is responsible for all drainage and storm water issues as provided'by Chapter 236 of.the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for.necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):WP W-ve, Jibe MaTe LV1Authorized Agent El Owner Signature of Applicant: Date: l5L L 1p� STATE OF NEW YORK) SS: COUNTYOF T 11��`)l l_IVI �� t le_SS 1y V�1►Le being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above nam d, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. �' Sworn before me this �BAZA`'R�--. ANDY Notary Publio,State Of New York No. 01TA608e001 day of �lYti� 20 a'I Qualified In Suffolk County ommis a XNGR 13/20 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 6176-tW ;7,0 *mi:_ residing at /J`-hA lqv&7".-- Ae I& `/otic._ /157q do hereby authorize �✓�� �7"Ch��ecfrc�z 'L� to apply on my behalf to the Town of Southold Building Department for approval as described herein. //to/Xaa, Owner's Signature Date Yarr"a-h0' 7e 'dVi la 'AL-G 1Print,Owner's Name C��sfzi�r�io �Y�%��—/ /6'lGGffGC�iII(' �ar'YI� �J 2 SV¢�pjR, LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ` ITo all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4,- ~` B%31L01 so°i%A0felephone (631) 765-1802 - FAX (631) 765-9502 Ol f" �` coWN°F rogerrOsoutholdtownny.gov — seandRsoutholdtownny.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 ❑✓ I request an email copy of Certificate of Compliance Address.: LOT#10 - 470 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#10 - 470 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 BIdg.Permit#: 46453 email: 390operatingco@optonline.net Tax Map District: 1000 Section: 113 Block: Lot: .3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That Apply: Is job ready for inspection?: ❑YES [E]NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES [—]NO 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 ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION 6D Electrical Inspection Form 2020.x1sx � �� ��S11FFOlk�v r ry BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o r Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # / Date 2022 Customer Name . g.,C. -P LLC Electrician Name 3 0 ER TJIV Go sp Address L170 TO #t -r Phone 43t 5.$q., x-35 e-mail e-mail Cloq r GQw-4—online .filet Phone License# 35.5-11.4 M Size '200 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New x "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 clays from the date ab Q, Authorized by �.r L, LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C= To all Annex.- 54375 Main>Road - PO Box 1179 ' 1 P� Southold, New York 11971=0959 au��D�� °v�N°h'elephone (631) 765-1802 - FAX (631) 765-95.02. 16w�°� ro err southoldtovvnny.gov":- seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 Company Name: 390 Operating Corp Name:Ma rratime Cap LLC._. _ `License No.: 35594-ME' ' email: 390operatingco@optonline.net Phone No: 6315890535 ❑✓ I request an email copy of Certificate of Compliance Address.: LOT#10 - 470 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#10 - 470 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46453 email: 390operatingco@optonline.net Tax Map District: 1000 Section: 113 Block: Lot: q`.3 9 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That Apply: Is job ready for inspection?: ❑YES 1 NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES [:]NO Issued On 7/14/21 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# ✓0 New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y El NJ Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �/ PERMIT# Address: Switches Outlets GFI's . Surface I Sconces" HH's 'TY jor P" I ' UC Lts Fans Fridge HW .n Exhaust i, s Oven Dryer _ 5 Smokes DW 1 Service ,Carbon . Micro, Generator. Combo. }� 1 Cooktop Transfer AC 11 AH_ MiniA e�'�' I Special: Comments: CW) (` c '%if FQJ Town Hall Annex ' ® �iG t Telephone(631)765-1802 54375 Main Road �; Fax(631)765-9502 P.O. Box 1179 Cn S { Southold, NY 11971-0959 ,{�'� 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: 470 Royalton Row Mattituck, NY 11952 (Lot 10) 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) 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) Floor al roof framing (FR) Signature: Name (person submitting this form): AMP Ar %ecture, Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 LOT COVERAGE -ELEVATIONS REFERENCE NAVD 1988, 51 AYo T NOT= ' ts9�. �� �• ���w _@c�w nataller moa bb a current Lbub Waste I-— t to T5 N5 c tmARDS THIS IS AN ARLMTEGTS SITE PLAN a IS ® ' Zlolt County cone Ln+tpter 561.Article VII(5eptk Iran�tryuan O t SUFFOLK CO.N-Y TAX LOT NO. IGCG-113-0'7-10.39 -ALL OF THE FCLLOWIN6 LOTS WITHIN 150' SUBJECT TO VERIFICATION BY A LICENSED d.graasml V.•o ve Sullolt La,ncy 0epa-6ren of Lam(,Lbanng I tail A O_taU accaona to mawlmturera recamrerm[an SURVEYOR THE INFORMATION aro Lonuxr =.'P`­' F�n,punwnt b 5vlfolk County Lom§Sb}1aTro WV wnlamM W W Woe abndartl.All oFplkmle rocommerdotlo,s OF PROPERTY UTILIZE PUELIG WATER REPRESENTED ON TH15 51-E PLAN 15 TO THE Decp�rtment or Lave,L1cenlrro.dnd Ganumer Arrays mahtalna°use of provbed al W mawlaturer mall be 1mplemeneea ZONE AC OR SHALL LTILIZE PUBLIC WATER ONCE ARCHITECTS B=ST OF KNOWLEDSE �• �9'��'o�� o®d eQe©ao�0�®�� c ca I/A alis Mo.nbno,ce r+amm� DEVELOPED. 11 2.Tra IIA" tool Blau m.atalbd at Icvel In o11 tl'rectbre iwiN o %LOT - e e 2. /4 OWTS inlet m reobterod w.N W Deportment h oaardaroe ma.imum tolerar,ee h any Qrectbn el./oro quem(hchl a a mnurem DESCRIPTION AREA 2 SI.O INFORMATION WAS OBTAINED with'Artkla 19 oI W S.rlolie Gaun Sa�br Com s-hch Nkk bad of Urea Iran COVERAGE FROM A D PREY RED SEPTEMBER Il, S ty y prla b W prape.ly IQveleb and compmba Bare IOGO-113-T-19 31 (CURRENTLY VACANT) Deportmerrc gattg carc,tralkn el cemplaba caawctbn a-oa ba�It- rack,)a pca grwm. TOTAL LOT AREA 32,801.0 S.F. 2020 AND PREPARED BY, P- IOOG-113-1-1931(CURRENTLY(CU(CURRENTLY VACANT) s.I/A oWts Tonka than m prwaad..a.loom outlet.a mevuaebn IOOG-I13i-19.32(CURRENTLY VACANT) PETER A.GRABEN 9.An executed eratbr as Malnbr.aee Gavmt mtween W boX/moMele a tlaerbubon laden ewe ma m la a1I PROP.HOUSE r+/GARAGE 2350.H S.F. T.9% N,Y.STATE LAND SURVEYOR Op- rg eve rdq+Ir°° Manbroree Prev,mr ea a ,ter ince m,unm�eba b W „stems�u(rale pla Iaachng awc6mm roti»of mbrrotno mslg a 1000-113-,7-1933(CURRENTLY VACANT) LIG.t4^SGB69 SUBJECT PRGPERTY � e �6 aYj vcpa6rert prbr b veal of tFc I/A on'Ir reo�ev0ebn by W approveQ Iry aro°epatment PROP,PAT105/PORCH 399.0 S.F. Imo% I0 0-113-,7-1934(CURRENTLY VAGAN-) e LAND SURVEYING INC. Deporuae In a<a .,u.vek1°w er W S.rlolt ta ty ICOG-113-T-19.38 P.O.BOX 104 sa,�tay Lcm. 4.The top 01 we I/A OWRS tont shat rot m Imabd gaobr trlan 25 TOTAL AREA OF ALL 5TRIICTURES 2949 B S.F, 9.I% (CURRENTLY VACANT) RIDGE,NY 1 9b1 root a Imo era one rine meow Imo1 IOCO-113-,7-19.40(CURRENTLY VACANT) a All inldlbd I/A OWTS ac r d to bye a.Rlal s gam. (631)849-4750 caul-c yea waraty MAXIMUM COVERASE ALLGr:ED=20% �I old operat,oNmanbraroa seryl.,,wnvmt Anter W.rtbl 9yea 5 Ae o m.hwm all samplhg manolm,loll lase 2O-.cn covered 1 � •. ®®® �®�� p�Be�o` aap acral�a ad mantaw�cc ecrvc°cabmt Fa,°xplydd.property meals epenbeJa to grace IxateQ veer W filet and wtlet.Leen 41_19D V SIGN INF�MA ICN re aerpccQ atl h mohton a operatbn o+d mutr3er:d•2e still be elver 20-Nth dbmeter ratertlg,!rnQ Naeet-prml Imtk,g 'JJBDIVISION MAP ESTATES AT ROYALTON' NOg- e h e w u Nek1a I9 0l W S�IIaIt County Saitay amt Mon coven a narmaplaatk ewes at Iha1 gam.All ewes o•a SLE I I. FLOOD MAP DATA FROM FP.MA, Lamm ,till m dml�ed N mwrmneo w,N eoetla S-III of Nb.bntlad. PNC.12105 5om.f)Mbl eennlatiaaneo VarAe>swlma nWm br�hg Ierca oeael WVenttap of tb.ant ebll bvea .ep�gpg, A MAP a.5610 5C0 4.&IN _q­ Wb11m LLe FILED FEBRUARY 22.201H MAP DAM, SIaT25,200 9 ppebaQ FLOOD ZONE.X .�� 1_®`�_����i'D✓OIa.+ me requhamcnt,of AASMTO H-20 a HS20 laaaho e PROTEGTIO 2.SIAERIAL PHOTO total xpaotan m I2.eras b W sbpea portio el W TE N5ILT FENCING TO BE ml 1r ea.acre n b rot pm[ko1 b vat LLa It—. W T.Tra melte t-vert elevOtla..M11 b°a mimm�.al of loot mwn ver INSTALLED AS REQUIRED BY SOUThOLO m ert�oe may m piped[o W e+Frbr el W filet Wert elevotlom TOWN. al IH,r SCALE:NTS amt 1 loot Iran.property-2 Trese vert plpes°O°sna'i be 1—° e,5rs,rplre mo-roles,till bye a helm aambr of 2 lael a a 3 ANY SERFAGE MATERS OR WERANTcS -1-01 9lee�1•m.Ary room(.a morway ad Inst temlrote..ILL o tvlm a-ea of 2 Imt by 2 loot LOCATED WITHIN 8DO'OF THE PROPERTY roman Ii1br mvbe Al rt pipe,met t°°moles aatebr al 2 ARE DEPICTED ON SITE PLAN. W .cba. a still La o motrrum robntbn mpb,below 4a omelet Wert toAws 2 elevoebn al six hese,. -ft.ao u,o of W VA a met Jamb vc ocpatnaMb I,- I/a OWR a/�arxc m crrart proporod. 10.All sear ppe perovatbns h W aamplvn morale.roll m - (~j accadace wIM W.bream lar'Approv Mange rat of raterngn[. W movo[Ne ad Aibmaene P-a,ta Wsbwata T�atmcnt Syaterro.' ELELTRIGA�RE ~ L) ES16N rzE _ wne.M D a REVFNts �� 2 J Lonvol ParolsU J Intl/A 0­5tat.tin m-d 01 prQcmt carueb,fberglm,, I.Tla-1 peel box mot m P-4awlm a°e.bbb P-- EDGE OF POND 2 pelyetkylaropoyprapybre,ebrmaplm b h a W swcmo oat ie verve, ve1y,W parol box may be Q vent Dcpavncnt e[ad°rd,csarb IONYLRR App-TS-A. utile waI of W",=I(pram,_o°u[ntty room. Tla v,a of steel taxa a prohrobe o d rot o IN',s space).0W locmam Iw man_erg r�pan�b0<.111 2.Men a I/A OYtiS re k tat la vestment W se rarebered til W DeparVrdn[a a edea wiN VA gvtrea a sept pre pelt OWrS ma,.rmturer approval. O rat,hall be'aee.xc vepvnnm a rmm srt.,v/avm /^ \ v�e II S+mi_ N,wctbrc 5-101 and 5-109 0l tNa 2.Tho ran or W I/Aof W poo_l1 I plarc O,M FTOWP-1t bo claa4[Yn4t . a cn eW wcsim and hclude -1 _t to f alarm. 9.I.less aVnrv.ee specHm,W Ien.gevvennaMpram W[tolloro +, ` a I/A .YFi abll be m.b_rod n .Ith xct�en 5-101 ed 3.Exterior parol plaemat ewblc,W„prem N bo scrvkeQ a.Ary ` �C.� RES,DE-AL � 5-110 al bus stabaQ Lure alYnvn°f9 W reds!o mccaz Ne Him of W Wilmr.g. nor VACANT LAND `m` .Tro panel ba+me[m(shin yaw of W system 1ow[ia to help - ' 4.Ata a I/A GrRs vearmenc tinea alms bye 2o-ttn emlllbb operatla, nahbwae. j \ red leas openK�a b gine brataa veer W.let-d�tlet //\� 0 Lovers aro)'m elUnr 3C-Ire).dlametar r»:erGq,e ort Na°ct-prml 5.Te wrvel�mal,hall be ploeetl at a mmlafable)alga CL_39 T3' \ lo�Vekty cast ha coven a Wrrroalmtle caves a[fhol gram.All memo N ave ease wits Feaaral Emargcmy Yme3eme AQercy _-'' �' \ /� mreya/•acs scall be m,baQ F accarQaca weh meta IFEA Ilan°tare requramente - S-III of Nb eta+aard. s Mer a VA T5 b 6.Tro parol,rail neat Natlaal Ebcvkal Marulmturcre Aa.acbtbr. � \ cppravca b be remota r°aNc..ay a tNp1A)4X.aec111caNan. /� \`. PI`ra am.W v¢era I m msb-<a aa/a roblba b.v,eae / Hs2o«H-2o boor;m mslgafea cry AAslno. 1.All mbw aam...Ino mea ba M h meevkol caart.nor carn,tt +G 41 E' .tr`fxxbaoe Iraen mall root A OnTS b utlntea oat have cpproprbta scala b prayer!oa,aa aro mob4re Iran ` m mase cl pm pamtttca✓an a V ochba b+e control peel a)unctbn mom N \ Q �^ T.Y:abr ambro .)all rot-g. to a.I/A OATS as W b Eecr.,\ebur atoll m equppea wIN o Irctbrra..anrc sy,tcm wr:U O / TAI ly I h ..III meNab aaab and�ig.m main.W e ea be'romuy aver as R \ / O�Ipbauan[recam+enas wa.'a sol bactwa,n be mmected to a heaQ�W occupy a of tb ,�Jl armie.mwaaelrl bmbcetbptmt erle bwaTaorrtn pa,:Vaisllagrae mtNwnticMbaDdcpaeatsmeenot,b. ecar rraa°to vy tleW O,Mro _=mm b.1A 1111 be er MepwrweDrlepea auhrytrmnWeeQnt a n \ rot aWject Lo ince»Ne co(m)a a ayeamen y p' \ , tt«Jf� AltaKa aunt m web nor rroW ere 9 Spbma.n a ere-t amolgrod b I..by T-11, awmmeroea / �,3 dO b be equppe w!5 v pool pt mean al ec[hg a \ „} •n rclge.t m oal�nrrng tanto porbble gerorcrtor b opera ue system w.ug o power outage. / `�R,l 1 �• brttyY,till m eiWr vacwm te,thg a prmau-e bHrrg yl y \ 1 metro.,as lolbraa, (DT m� 1 , 10.Vmwn leatrg,Seal W enpty rink oro cppN a vmvm b lam .cbQ'IGL*nl d�aruru TFa tat b )roOW5 eat a r. / approed II lmvegA I�rbar b,[IrgSem taN:rill tart wl[n.w•<r b wuet Were o p Pd bmwar.lawtn�emmar�w Wee/AOWism m,e ta5lmaa vaebn lee nbb fa 24(.alms.Reran W eek b W wtlet Frere e.Nrolt soy a N (,C (m rte,pmek a Hberglm,l ere bye°samaprdo orobsuno ,� p •Q 4L.P t 1 dlbr W I. 1e 1 perloQ a compbb.Le!W rak ebb la a ode,uo,al IOa+w•pc-IOO.Too rax b[yprovad II roti()oval nolo `ra i 0• 1 la W IOHam pdrbQ Wbr prmx•a b,[rrg h rccanrorecd w be 1 All puma oro hoot 1,—nue[m mcamble aro aervteaab Iron `(-P VP / PROP. m \ orelb alta-Wbllacla. __opahg,, j'VS,P PATIO Qaa a o IIA aan be Itemrea m a 5araeula ao we Haat VI.vat o J / PROP \ em x msny renwe°la,c(u)te a a)„-,roan[.nor Iboes sbn ro! I.Rahlacea cacreb abil lave a minYrtn,w LLcnoM of h'O att�.Fao to 4c lam mah. / PATIO \ Z mprc»,vc. VENT ROOF(NO TRAPS SMALL BE 9j.CO Pekin Per aquae hr},(pat'It 28-aya int ���s�!na Ocp°-tme,t anal)oMerve era poop,u,ferc I,--I,-­Wash° , aural cycrabg cyclo. O / INSTALLED UPSTREAMAMO OF TREATMENT LNIT,I \ 0 1 roll Nklros.ebll m o mJntttan of Wee Intros online W mal 1M,been wrtRled bu a New York Lkened Prole>,brol Englroer 6.Iropectim lar leakage of eb race mals fltebryf wnl be mode oirry O NEWSANITARY r All L^ ed pyo w:u oil q p cp ba requFemer a for uh all eo e rt eb. W pury oat p owl e. /� / tan ord top still tato.re.laeW to racer a opplbe /� CONNECTION \ few or SOO pow_per,quae Imt!ql).- \ / PROPOSED 2 STRY LINS ru 9.Pre<mt cororeb,ectbn anon m emlea wiN am(U uvA W6yl aF 5ARA5E IN6 \ O ..nkn calwms v ASTM U990. NEW SERVILE PRO rumba jolne xalad / I.F. ..4M5- 1 WASP CONTROL CENTER veer ppea anon perovab W vertral,mwa1l cf the tot oro / F.F.EL.a 495' ` 1 s1a11'm malco wiN orart a oxr intoe amoptmlo b W / GAR EL.=41.1' \ I "art>�m �P w a°'aQ`btb"an`as W p mel Revised Plan Approved $/$/2022 Oat Imterod to aro N,b.b»otic)revaetmla el 5.All JI­alnli m,ealee so oat W talk a..abrc ,t Som teems / 'FJN \S 5-114,MO.Tarts N ere cast n pbw regve aor approval hour W Expires 6/3/2024 / o. ED A De14.MO.a as mot be cerbtnd w o o a m nal Engkaa. s a Ae a m W Ina-ob wolh of a ewareb tat m,e be \ y< / maallLL.daily FROR Y AL b.lvare er practlwl,I—I/A vW 1­1ret m I—w�un f PCRCH \ p(UO �� Rt aava..ater.Fa bobllatbn vee ere pbceo nit!-.n T-,vc �. eeteem.as aim tw(e)e,wb a huaa above r-,t Any covers weighing less than 60 LBS NEW wTxW'Ecc sINGL'uIR ` ° rewrma/expeebr ebvatbn a1 ver i/A 0WTS Al-11 c� BIe-K1NEr1e YIASTEY:O.TER A,• -19=r=1n caeca Hera the n rot prmticaub.W must have a secondary safe cover �/� TREATMENT SYSTEM •-< J�J-✓ f I/A 0M5 w[,roll be water-p e-up W IH KFee above W hl�,e,e y// MODEL TNT-T50/HOAT PROP. \ 0 5 0 t_ M�..g tbr..eleva[tm am leak babQ b err wrc E DRIVEWAY �L.5�T \ 9 2740 O Ig P opera Eucl,ucc9�s Cc9TtlrcAnoR Rc�ulRc.. 0 / \\, T OF NE`Tty tat,W."w-,T-er�W maw .00 /yam pore eaa~sb11 wbnec b'°:y Ian prove W lot or SUer,,T P-E.0.R.A.C[Rnrlcaitorl / NEW I-OKPROP YV`LKWAY W tent(w,N a w,ebu[atnorho a W me,tbn el ballmtl well m at PIET W.- bme 1s moa mere rra tin welohe or W wain(dapmeaa Tin Fon IwsrALuttoN AN.BortdTnucnaN r �ry� Dlsr Box ei�._i�ti' f �\ iy PROJECT: wdyaey ww,ldmn erml m Qg„a a,rg nlaa,t a.peemd/roeamd of I/A DwTs ° r m= ^� ROYALTON ROW gmro.eta elevCbn with W ta<crrpty till away m top of W �} Q •�'/ NEW 2' 2' PROP. M0. N, , \ LOT 10 tmxl.Ill rot meta gne re��e mbrm.ingWatXne of F.n FINALAPFRcvAe.. s�skFok LP. MIN. MIN. Lp• SI K mIm �'6•'Q �. / 6' NZ 0 JI NEW L.P. ID' SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL (�\�2 /P�Pf- MIN.�J PRDP,WATER r\ ` �p I EP./ H'MIN. �S'FPLYLINE /a COX NECK ROAD H.S. REFERENCE NO.:R-21-01-76 2\/9gr i / MATTITUCK,NY 11952 aL lo• DRAWING TITLE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ��__- "i'�:rMIN. -TER _ �' , PERMIT FOR APPROVAL OF CONSTRUCTION FOR A �'---� II _" ��OPR SITE PLAN ER INS PROPOSED I/AOwrS SINGLE FAMILY RESIDENCE ONLY = L> - _ tY O = PAGE: DATE 6/3/2021 H R F. NO. R-21-0176 R C Y A L T G N R O W SP-100.01. APPROVED F. _ DATE:05/20/22 1 oP z FOR MAXIMUM OF 7 BEDROOMS ---------- EXPIRES THREE YEARS FROM DATE OF APPROVAL _ SITE PLAN SCALE. =15'-0" PRP/IDE NEH SEL01.mARY SAFETY SAFP�E PORI\ - F ¢ LO✓�EEhEATH EACH o eox N 9etuu LOVER T,YP) lE(BAFFLE RFpD�P IHLETTM ss gp,l•p-.R FOOT) ��B y F� ea. ra uLE�T ox r+lwr Dlti " nlw Plxw i'F =L"Ai.LEw.r�°f nw PncH .r 4 9 �D Y isRa..loe S 2 U J olsmlenlLx EDx E irQ nooEL,Hr poem sw �� nb \� v,Yea xor PRE,en Ri PROPOSED I/A OWT5 DETAIL SCALE,NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUT.'AELE COVEREIID PLUG W W Q SEWER PIPE > —j 45'ELBOWS 30'ELII(B—C7L%J]I 1 I ss EIPO'x120 VOLT-10-60 Hz-20 AMP SERVICE I � nLTERMTE•A• ALTERIUTE"a• MAIM ELEGTRIGAL xaTE ,R«P..�,xl�,x�PALPExL.a,a.Wa�o CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC ! PANEL AT DWELLING IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,4LTERNATE "B"IS FOR USE WITH BLDG.EXTENSION/CDNNECllON LU1!1LU MAIN BREAKER ! 4 4 GLEAN—OUT (G.O.) DETAIL SCALE:NTS AnnC li ! � !I IBIS I ® 12.42 PM H I I y AMM ® ® ® N DEDICATED,20 AMP rf1l PROJECT: SINGLE-PHASE - --'— - — OE) I CIRCUIT BREAKER IIJJ ROYALTON ROW ® n x ® ® ® s LOT M ' I PBW�H FLBATs I ® SERVICE PRO"UYALMV er—co.we NarAeix onlousA SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ¢ ¢ COX NECK ROAD H.S. REFERENCE NG.:R-21-01i6- MATTITUCK,NY11952 I ELECTRICAL SERVILE TO I WASP SERIES CONTROLS DRAWING TITLE: NORWEGO SERV LGE IN FRO-----I `_ PROPOSED I/A OWTS DETAIL WASP GGNTRCL CENTER F�� =� 4 WIRING DIAGRAMS N NA MANUFAGNRERS STALLATION rca INSTRUCTIONS SMALL BE CONSULTED .PwWHEN INSTALLING THE NORWECA SERVILE PRO WASP CONTROL CENTER. vrvra. ww ¢wr r.a rLc,r DIAFiRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MANUFACN INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED BYNU MANURER S ER F ENSURE INSTALLATION 15 IN �_�OO■O J COMPLIANCE GALS AND AFAGICABL SPECIFICATIONS,NATIONAL 1 Q' osurw-rtnnre rn+wrt hnclm ELEGTRIGAL LOGE,AND APPLILABLE LOCAL CODES. ,wt�ERaTau:xsrrtID.xolF/c+,oeEP,.cEcvrtooa>wrra �4^Or'"�O'1— a�xsuxx ra.F�++ra�soPuu,:�uwFx,�F.r.Lmisocc�•wso � �3-^v a*IE,ow..uccwsmxoxv,Feo rnsmmurcxuu PL.cF.ws.sw„oa..maPav�a •wie�•• :14••,, NORWEGO SERVICE PRO VJA5P CONTROL CENTER & WIRING DIAGRAM SCALE:NTS 1.rte tetalm-amt rob m werrt r.Rple Wvy uccime vw m.,rs IraT,.r-•nox srw�w=•s LOT GOVERA6E ELEVATIONS REFERENCE NAVD 1988 sIR LAYCVi NOr�, P/ �,71?- 'P"a�• 4-w ®�'1i'�- 0 9Wyt caWy Coee Ogtyr>69,ANcb NI ¢ I.THIS IS Ni ARLNITE°TS SIR RAN t 15IFICAT 8,tnmeseel br CONu P�Ir�°�l P CCC TO VERION BY A LICEN$® g 1eI FBI ty axrod iL pepwbmnt d lAaw.Lrmrg Imll I/A alar9 toau wotlng to naNmcNwYtwe SI.FFOLK COUNTY TA%LOT NO. 1000-119-OT-1994 -ALL OF THE FOLLOWING LOTS WITHIN ISO' S.yRyEYOR,TM;ItIPORMnTION 4 fgvbre<�wnw Nwn.ppeeWtmm!! na�es S� Tatbm ro+w.iog+tl�aaeedrewa Ao cylmmle pF pRppEFtiY UTILIZE RJ6LIG WATETiPLAN.. _ M N d ld>or,Uramtg.and Groaner e t d Pmvbee Fy tlne memracW<n NMI w try mdse. ZOrE AC OR SHALL UTILIZE PUBLIC WATER ONCE ARCNITF:CTS BEST OF ISIM N. ®/0 IlwrwG IIAOM•v HOMwvma wMeae. R@REri@IiED ES THIS 51R TO TIE O 7 1 NI I/w PNra wv w wM Ue ].The I/A owTS loot alien w Mylee a I.wl h dl etectwe h+rt,l e %wr DEVELOPED. re fetwM IaepvNane x awrba'ee tobrmee n cry dtrecYen d�/mo quwb trAl m o mtoem OCSGW PTION NSA 2 SURVEY RF9RMATIAT wM Mn,a N e fb mlrel¢cenW emrtey r pew to ae svW IWctl t+va d Pepwy lewlea rapacrae rout(kee Van 00-113-1-14.90(CURRENTLY VACANT) r-ROM A SIA¢VEY McI 9EPr0•�ER IT. gT-9g wWmaw el wnpbye trvcWn m'm dolt' ,acts!a pro garol. TOTAL LOT AREA 9]9016 5F. 10 (C303D AND PREPARED BY. 1000-119-T-1491(CURRENTLY VACANT) 1.Vie HaNmmvewwyPdrwOpleae-albn anwd Monyvcm Cme trwacsl bwNtUweme y W Ib tpyno Wbq TcawttegmbtrpIealbNn bvc W•CWUnavw navmel woltwremquuMwe eheelgarll m 149](CURRENTLY VACANT) 1Y. R LANG SIRVRRTSA.6O 000PROF. OE W6 (Su SSOZ SP. 1 -113T-1433 (CURREIxTLY VACANT) LIG,sp30869 SUB.ECT PROPERTY 0� pY®� Lvvatmaa Pbr m Bali°e'k.vA w re as �sg PROP.PATOS/PORCN 9440 SP. 13% 1000-119--1-1494 PO.BO%TO4 g!I 4 � ��� (CURRENTLY VACANT) 6sA LAIm SRVEYIN6 INC. •\O wM Nacb w a rAe ro 1000-113-T-1936(CURRENTLY VACANT) b'nbtl codex {tel Qtav qe I/A ONI9 rot Noll roc w bcarae gmrw aim]9 TOTAL AREA OF ALL STRUCTURES 3949D SF. 9J% ROOM rn'11461 _ qan or rom rob.Vel gots. 1000-II3-7-14.40(CURRENTLY VACANT) ®� ®�� „�e ®a•,� ynee vw we regvw y Ievs a tato S.pw wvraey MA>1MUM COVERAEE N10VE0.]016 (691) ab IWMU°^wdbrvfimlrnar w••he emtrwR New Ub wtbl 9-gew !.N a mtevn.all caping mv/nbe Nell rgva MKn wwreE � TC7:`<V•Y�Y �l opw a od monWea mvlw rmtrat nm�++�sa4,PePwt'1 ryme'9•to gedertYJ4 aN bxtpoo!be J _ a wPamee wWahm apuoUm mwdweee Yen�eNa]ptrJ,menet SHDIV510N INFORMATON caMwt n eraweate wq M¢le M o!ane SWedR L%9uufwy V,wmplmx<cmv.of rM Been.NI w.s. rod VI LOT SION MM ESTATE5 AT ROYALTOM I � Goes. eMp b eevg«I n accarmxe wm ecrsbn f-III or Mm etame. LOT (e' I.PLOOD MAP DATA FROM PE1lA• I. rear d qe/>Waeerdwpttgan VaR PVdm elan a.rv_E a ndmun e' c�Tw brwol MM W.I2109 �p r T-35.]OOm rw/Iw me top Pmt•]�o it le Nell¢e�tloeubjad to d Ik bveg}.e FILSO FEEIWI 3],3018 a b Mbany.MeeOPw iid or D FrMn re tln sl<pve pntbn a IN TO°t a°retryFartwrM d MSIT°IF]O w IYs]O tae g. "e¢ pmU qe�.a yw mabtMw eb dwMeOwmnnn d°,ee mna ae TAS `R '� AERIAL PHOTO It".Jr. roM4nce rwl,m vent Ptb each d mbt Mat ebvalm. trot 1 I Mae PCPwtY Iblee.Tnwvame Gwn g2eo-a a TOW d 9 rwt Man wy wsbw a 4ow.yaN wet tem wA a bmbn�o.no ]aim�e by]looR m ro��'tw d]!wt w a� SCALE.NT5 cWal rIIW Mvl<e AO vRlt pees wet lave a mnevn mender el] 9.LOCA.5PI YMc,N SI oP TR SY er,ve. 9.lnery Nal w a motive i'etadbl eepq Below eb cullet Me•t to.wr ACE D�ICTm ON SIR PLAN W ebwUwl d W trAes. 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'Putl c<nH owaevM IdmemPmi 1/eew�°MBieaeaT nay IwTP—m ebwllw,le!eFaW ]{Iwe.RMII tb!at b ae Mbt Mal from-ivy.Plwllp w IOerglm.l atl Mw m wsweprm!arobwe � � L 1' aaLtbW IOMn�.1b l�atla M1 Pan rote level Is Nk �' P 0 / � \ O ��� w Ue 10-11<�r�p�l�r p'aetne tatty m recarmeMee y w 9�e��Ibmt tram roan w accewa,a ab ewudccYYle Man �1,M� / L O' am a MnII w eltmNeG b a 9Nsa4{P rvc chat trw ad ��A / PROP. \ f. w emey r d!w serece w jetmcnt 11e chute MMI roL I'Retdwcm0 uvwey Mdl Iwe a mminm wlryraeeNe ntrpl�n d a altoNee y tlr lace meM1. / PATO PATIO Pae Pave Prow a n<n rp.rl a]aay..et. 9.1ne Ppwvret Neu aeewe ue pary ePeem weroy p.mugl m , 2 Wal tNaevee elan w a art er Uvw neve aaeu¢r dam vmel pwdwJ cyclo / VENr TO ROCP t'NO 110IF TRAPS SbklN BE Iw tem wRmee�a Llwmee Rrolewbml Bwpiew am,pecem rw Isargp a tllm raw non 11[ltge MI w nimw arty O / IN9TAt r m+VP9TREAM O'r TREP,TNffNT WIT) yyttga.Ml an eppruprvy requraap!w qn wn wnsWctYn.wn fro pery yet Pecemre. r IAbntean�� I r wetq y coati m gylbe O/ LITE xgi�EY \ S FTe-tact wrcrW eectKm Mall w woleM nM mnP bl Kt Gyl \�/ PROPOSED 3 STRY COMSETION �\ o rrm pta.wlwe.aaN canle.nm y ASTM ueP. / wD.1R vYBLINb _ ww ppas Mwll perotroy as vmNwl elewal a{b foal oa Ig BEpROpryS) WASP CONTROL CfftTER Mdl1w eeelee.M °�rmyree y qe samba lb.de Ppn emC ae pqe / 6A¢EL.55 N T Sa•I'•t ppe wW eynbw etwl rotrmtalb clwp(M. / \ 4. - �nb dWlwembeogm ae bt bwaWrtljd.9w eealw Sats,b,a.Tate Um w cal n pbw rwtutre prbr appnewl Mm ae / ' [Wpal^le^t eb amt w wNRae by a Lkamee�lnx brol tea, lE1.y ` mnmem,qe r�roti wtle erawwe w / CO. \S pED e.Mamve-pot»4 cwwrey VA OMR ll nabW / P,,P. Mw qanae!{r.M Oeltam rm@ oro P1moe Wae w cayd wqn gena.ac,Gv PORO, boxae ab she b ID taw emaro,pw.�gwdW.alar ebvatbn er ua"�iw eNn Nrt Man / 1-5—MR VA mMne1 yy cceennbucba In wew.Aeie qm m rot pa:itmve.tln N6Y NORMELD 51NEULNR _ eFv ,abFwrW p y%three<enve Va Ngee / BIO-pNETIC Q r eee bgwecbe gw�a.ate ebwtkn as leak tmye y erwn lhslgn Professional's C Ce, tion xeRYUed TRUTMENT SM-1rODEL \,% 9/. °x140yO ,5) tk},bmee PHw pwalbn. Submit P.E.or RA EeNfiwtion For / P+OP. n anu! TNi-SCO POF NC" T.W cmos Wen wavey tate we tmyllmd n g c¢ar,tM emeyl The Imtellatiud Wnirruclian of the sewage Disp—1 System O / 0 DRIV6t4Y = paeeebml Mnll eb.¢brylary wbeldbM1 y prn qe wl Jd.d qe rax(wM a wtnW Un amallm or wlwU Wu m d W Fo se rth WM-073 PROP. O D�' WALKWAY e u uw her.aalau"°,let'g°rd n.xm.r my,le<.a.tn. (��` • PROJECT: U kevmpcy wlwb9mn Nall w calm ueFyFktp t epecteeNe«rtb4 goMrmyr elevvUm wM as noel!wrpty.7lol�wvw m top d ae C 1p I 0 at.,Nal�ww.e.eeWwenammyq.ammtd <t q= ,� '' a.,.mTy w rola!m.grt rmtp.ea A+� 2/ PmP.L3• 3' 6�w It ROYALTON ROW IN L.P. •�� ,, . �, _ � LOT 10 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL `C EW D1sr.eox / PROP.1 'D L.P. / / COX NECK ROAD H.S.REFERENCE NO.:R-21-01-16 R��S9 SUPPLY LlL11 E " MATTITUCK,NY 11952 DRAWING TITLE: SITE PLAN Any cover weighing less than 60 lbs requires a secondary safety device �-( L�N� PROPOSED I/A OWTS ------ PROP SUFFOLK COUNTY DEPARTIv1ENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A \�\- PAGE. SINGLE FAMILY RESIDENCE ONLY '- ROYALTON ROW SP-100 DATE 04/20/21 DATE er�noz� S.REF No. R-21-0176 l OF 2 � �••'-•_ APPROVED ��`•----L •+-_�-' FOR MAXIMUM F 6 BEDROOMS --^ ---••_r-�- �__r=��� EXPIRES THREE NtARS FROM DATE OFAPPROVAL SITE PLAN '— SCALE.1•m 1910' (1)UNAUTHORZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E)(ISTINC STRUCTURES ARE F(R A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEAVALID INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SU VEY IS P E.PARED ANO ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE A_`�ICN'ES OF THE LENO'NG INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSENJENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA O T�NED FRCERTIFICATION OM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.72'7.2303 fax. 631.727.0144 admin®youngengineering.com Howard W. Young, Land Surveyor �--•� �� Thomas G. Wol ert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect n Robert 5tromski, Architect � 1 0 I %Z I I SITE DATA I+ r I .ml>uM-gomrs AREA. = 52,507 50. FT. i N " SUBDIVISION - 'ESTATES OF ROYALTON11 FILED IN THE OFFICE 1 'I _ OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE , NO. 12105. Qi I I I o o / Iw � II I �0 ' r' I SURVEYORS CERTIFICATION 0f WE: f i �n,Hry / to o / �I "G`'�Q • WE HERE13Y CERTIFY TO MARRATIME: CAPITAL, LLC THAT I THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF rr PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ,1 S.00 , 5t4 eUba4,s l3 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 7 r } S /o 0.40��T �� ` ��� �yalt r N E!,V i Lot 10 / I I "Estates of Royalton HOWARD W. YOUNG, N.Y.S. L.S. NO. 458x3 r 48 ()I, 5URVF—Y FOR `,U0 00a 32%0 - 3- �A ;/ Q � MARRAT I ME CAPITAL LLC / 2 C LOT 10 "F-5TAM5 AT RO"rALTONII Matt 0�` %/ ? o at Suffolk County,l k wnNe Southold N y, York ry J 0 FOUNDATION LOCATION 5URVEY ` O County Tax Map District 1000 Section 115 Block 07 Lot Ief.51 FIELD SURVEY COMPLETED MAY 15, 2022 MAP PREPARED MAY IQ, 2022 Record of Revisions \ —REVISION DATE o LEGEND i N E;IJI�U!r`d�iJF-r I. GMP = CONCRETE MONUMENT FOUND T TOWN C);-:- CM5 = CONCRETE MONUMENT SET 1 WMR = WATER METER \� WV = WATER VALVE \ \ 40 O 20 40 80 120 W5F = WOOD STAKE FOUND \ o W55 = WOOD STAKE SET 5ca I e: 111 = 40 a • = END OF DIRECTION/DISTANCE JOB NO. 2021-0011 DWG. 2003_0313_0010_2021_0Ocll_foundation_loc I OF I ��a �A" -(� � Pa(�� 4 �6 q (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW MRK STAT EDUCATION LAW.(2)D6TANCES 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.(D)COPIES GF TMS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF fO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON.AND TO THE ASSICNEES OFTHE LENDING INSTITUTION CERTIFICATION;ARE NOT TRANSFrRABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (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 HEALTH DEPARTMENT U5E tel. 631.727.2303 fax. 631.727.0144 admin®youngengineering.com rymntgavocia[rs _ Howard W. Young, Land Surveyor Thomas G, Violpert, Professional Engineer Douglas E. Adams, Professlonal Engineer Daniel A. Weaver, Land Surveyor 1 51TE DATA o / DO ' 1 �� lWangataoaa(s AREA = 52,507 50. FT. ( 1 1 ) * SUBDIVISION - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE 5AN I TARP MEASUREMENTS ' ` _ _ j ' NO. 12105. � N A / J * BUILDING OFF5E75 ARE MEASURED TO FOUNDATION WALLS. OyiT5 IS' 20.51 D5 251 24' LPI 291 36.51 / ►�i ' '� _ _ LP2 301 281 LP3 281 IT i I 3 1 )l v / j 1 11 i o / � N 0 � I O" / I I 5�d��tis� oyo�tpr' SURVEYOR'S CERTIFICATION nopWaAxo pt a O oStaiys j3 * WE HEREBY CERTIFY TO MARRATI M E CAPITAL, t_LC THAT q es MI Op ph THIS SURVEY VIAS PREPARED IN ACCORDANCE WITH THE CODE OF S �I Rp PRACTICE i OR LAND 5Ui�VE:Y5 A✓ar-73=U 5Y THE Nr-Y4 YOfi:K 5TATE 1 �00L oyF �\ yq/tpn„ ASSOCIATION OF PROFE55IONAL LAND 5URVEYOR5. C t TE VV1 1� coob2o�r cO \\ dv�Ft 9 63 C")C14 G $ 1 6?Q Y \ �aj�Q OP poo�'wD /^ I Dl of49 /110 Lot 10 j Subdivision - "Estates of Royalton" U ?08, 0(6 4- HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 LAN d DANIEL A. WEAVER, N.Y.S. L.S. NO. 50771 -- � B ' co 7 5URVEY FOR o Oryq� /3S'� MARRATI ME CAPITAL, SLG M,A�0o - 4 T` qICY LOT 10 "E5TATE5 AT ROYALTON" , o .-ws— — �' ; Q ��� o at Mattituck, Town of Southold 5uffolk County, New York 10 ci or ' Q F I NAL SURVEY - O County Tax Map District 1000 Section 115 Block 07 Lot 19.51 \ / <• ' 'R=424.65 FIELD 5URVEY COMPLETED JAN. 03, 2023 9 L=14.51' MAP PREPARED JAN. 03, 2023 \ \ Record of Revisions �-�---� REVISION DATE LEGEND , � , �-----� BBA = BELGIAN BLOCK APRON ' �_ _ _ _ N 0 BBC =BELGIAN BLOCK CURB - - - T_ _ CE =CELLAR ENTRANCE I ` o LO ; 0 CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET m RO =ROOF OVER 40 O 20 40 80 120 WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET \ Scale: I" = 40' aJ =END OF DIRECTIONA)ISTANCE JOB NO. 2021-0091 DW6. 2003_0313_0010_2021_0091_fs I OF I T(yn `�(� q7)� - 1/70 pvallt�-, -70 L£AERAL REC.1etE✓EN_ - _ -- 1 ne Hetoller me>e-°o 11111,11 u u Lkerae _ LOT GOVE:RA6E„ "' -ELEVATIONS REFERENCE NA/D 1988 - - _ gvie lv> p:r.wre e° 1/A cr7_Ws?ALtA--Ick sTAw}Rvs: _ °TE LaT•eLT rW SLB IE AN VERIFICATION 5 5-E FLAN G 11 Oman,® i.F��t 'G■ ds r� �� iilllk Ccvrti.Com Gmur SE?,N[Icic VII f5cptb irn.sNr - _ c ` SLE.ELT TO VERIFICATION BY h LICENSED ty ® � ® V• �/ ® � B•slnessm)lnlw 1.Last xtmcnt of Lowr_.ce lrotoli 1/A Ov.-5:enk>accordln to-I- 1,.recemre1c 11m SLFFOLK GOLINTY'hX LOT NO IOOG-113-OT-9.39 qqg q g-.ere S,rro y Dep ra.rg g ALL OF THE FOLLOWINS_OTS W THIN ISO' SURVESEN THE VFORMATION J / ob Lansuner gllays, cn:u S,rle k Lwntu L°dc§56°-'a-nc wM1 M 1mw.+tn Vcx ale+ecl II oopleeblc rcc°T/nerAc:Ions RE°RESENTED ON THIS 5-E ALAN IS TO THE VVV P"ra` c MII x01 OF�ROPE¢TY UTILIZE PJBLIG WATER q ucp I/A er Lamr,Lka,s.g,pro elrevma.Arvprs maneo.re o Ice or p•wbee ay t>e nw✓acaner, implemented zG� AG ®� Y d Q nc a VA OwS M°.tcxrcc Irw1Ec•e, DR SHALL UTILIZE Pi.BLIG WATER ONCE ARCH ACTS BEST OF KNGNLEDSE. r ®[L1+'� -7�V® ewrs ta-<snpii m Hsmncd m 1ere1 in 111 dilwdoro rnrcn o %LO- CEVELOPED. / ' ].All I/A ONTS mot to rcaatcrcd nitM1 tM DeparemeM In acwMorce mm�mum/ulerwce m on d rection°r•/me gvarur mcN°r°nN rnm DESGR PiION AREA SURVEY INFORMATION W15 OBTAINED ®®p� �® � with xtkle la of tib b.flol[eo�rcu Sw2a1u Gvde prlw to enc ?-tics Mkk ben°`v-opeMy 1evclea oro compact,°saro fMet 1-om COVERAGE FROM A 5U¢VEY DATED SEITEMBEft I-, �\ V� W Ih ceprowtmcn:a-°ntlg wrtll�cc[bn of wmplc[cd wmwctbn on•as Wilt' rock)er ao wal 1000-113--f-I°3G 10M AtJ PREPARED BY: `p! J p10 p e TOTAL LOT AREA 33,307.0 S.F. 1000-113-7-Iq.31 5.1/A 0NT5-aNa an° m bed w.lM1°> c ev 1-A abtrb/tbn PETE¢A.6R 15EN s An a.ecvtee a arm'w aw�dnmroxc con✓act betneen me Prov rg1 1000-II3=-Ig�: F mx/marllole w dlstrbrle,leacnvg>Vuctva may be 1,11+1,11•w of HOUSE a/GARAGE 2550-&5 F 5 9% N.•'STATE LAND SURVEYO¢ ��ii� ® � tNfl nd P•o re ive dead+1> 1000-I3-T-q.,.3 LIG WSo869 SUB�CT PROPERN ® 0 `pC> � O poen .,ro1 must be>vbm¢ted m t >ystem>w¢h nvnp a 1e«rwg aweewe>vnies>m of<rro - cepwtment rybr to app wo 1 enc I/A OWTS reaetroVe cpprwm by tx Deoo•tment. IATIOS/PORGH 3°90 5F. I.2% IOOG-115-7-Iq.5 OGA LANA SURVEYING INC ® ®\0 O Deportment in m dame nkr A4=9 ar tM--t= 1000-II3-7-q.5 P.O.BGx 704 = 'O Toe top or tnc/A 0-took-11 rot be bc°eed ore°ur Gan 25 TOTAL A¢EA OF ALL 5TRUGT.RES 2949-&S.F. 9.1% R'DGE,M'1 961 4.All iremiied I/A on,5 ore•e Hed to Mve m Inleivl 3- ww roet°.Ime eros one root deiow nrol rade. OGO-13-1-'q 4C ® ® p O G N 9 (651)04q-4"150 Q Z O K` yc°f °r J MAXIMUM COVERI6E ALLOI^LD=20% ®® aM opermbvmdi[erorcc>cry a cpnV«t.Ntw tM h2bl 9-ycar 5 At d sin inn dli eomp'ra mwNoles still Mve 20-W1 coveroe � � d M LA ,14 ape tion and mahururoe>ery cc con[r«t Ya.eapvcd,pleperty «cex opan res to°rade'ocatetl ever the Inlet aro cutlet.Lwen a&P v clr,N INFGRMAT ON T O r cxwp 1«ud a naint°'r cn°perC-tin°1e m°Intcwrca slnll be cl•.hei]O-In�1 da,x<r w°Lertk�t°ntl In>ecf-proal o_kirq 1 �- ! C X (11 daxa wtn xticc M of Va svlrolk Sanas tint Hw cwcM 111 t tk cwt a[Iw1 wine AI cwcrt wd Co LSUEOT 1•/ISION MAI ESTATES AT RG'fALTOV' A®�i �`®� O O C°`^ty romupm I. FLOOD MAP DATA FROM F..NA.: 'M� ` O Lad°«t til a eM11 be malgua'r ac c niV xctbn 5-III or thb>taMwtl LOT P NO.12105 MI e;56103L048IH ✓`/ ate+ O 5.Wen m A OW v req,.✓ee o ven Ve It an°II tz vcntc°to tnc t,vF r>arQemg nwnoles ryplovcd u be M[allea In° two/ %)A_E0 FEBRUARY 22,2015 1 �- de� C N O MAI DATE-_-FT.25.2009 N oat of the rc>bcxc bc'ra xrvcd[VCM Hall°acre a_H_ w cQ"9 arc ig.ce u m v - - FLOOD ZONE.X -®� 6 O ppcs a W {rc nomoc>rbll be tics affk mw re u Q CIL Q a E dry above He ax the tap If[M rent>ro ova 1 me t E<.aqu.ero, IN AA HiD H-20 HS 2L 11mn9 > (^1 AERIAL PHOTO im:m Mrizontal>eparat or o•I.i­h..II to tM>lopea po.eien of to L-� 2 515E 1._EC 1 RzCL_T P YN6 TO 9L- or 1n cm where e b not proc:ml m veto Ve syaum to- lin°w:bt rrvcrt elevat or>M11 be o mnxwm el O Int xlon tM INSTAL-ED A5 REOU'R°D BY 50UTFOLD rest roIN,a vent pipe ma a pipe,u tro ezterbr of tK .,It imwrc elcvat'w SCALE:14T5 re>Itlenec 1rd te•mlroL a mblmvm cr 0 InuMs above°rage rnd at least foot Irem orcperd.Imes TMsc vent pipes sFall be-&tate,o 0 cele ea ewl rave babe d.a,wtrn of]ret:o-m oy oro ma acorea m m .1+ 5 ANY SLTGFAGE MATERS L¢WETLANDS m.nimn.of 5 ucl Ircrr aw nlnoew c•mwn t tem.rotc ntV o sa el:loot b;:loci LOCATEWITH'N 300'OF THE PROPERTY 1. - Meer mvke All:erg p ­1ias mutt neve a minxam r el 2 � .�• . _ -• ••^-/�^•^, �,.^, `y � t� DEPICTEDD GN 51,E N.FLA ^f."'s:s,' t'r+b>. _.n•e,rel x o no.b..m reeeMdn aepu xlan{ro wmt im,wt -w..+. - � ,x J=DIBTANGEB'TOrSEtrI,G 5Y5TEhf,GOMPOIVENi'9' ` E.irotallmbn oro.,a ar ex./A chis m>t eanro.n to tM CV � a I k2 ..'_r'tx+(MEASL'RED',FR6M EN11L'JIN6 GORNL'R5)`=,'-'_':- - D pa 4.,n[§apprwcc Vq psis mboroe mnarert ooepo-ae In Ie Alt...br pKe peret•etlore In 1111 ec;.Pivn mwr 1.n°I m - -+• "--' 11 '' 70 w.V Ve starbcres la%'Approval oro Nor ,into:of wtcrtight. --/ T mwotN�e wd Alurretive GUIu hmtewaur Tre°tmenES-tens: �I ([, wi 5"cTEM COMPONENT _ CORNER'A' CORNER'B' t 0 ELECTRICAL RELUi2RnENTS MINIM.M oE515N ecu ."=_k5Q ,^ (, 'G"-NORWEGO TNT-750/800 I/4 OATS 18.01 205' / (I\ .1/}OWTS tanks oral be wroVvcud or crew>t eoxreee,Irocrg m>, Tru clontrol varoi«x mot to p1«etl out>Idc on o»tmie IF—— / '^'7 `EDGE OF P01.D tl! 'D'-POLYLOK D15MIEUTION SOX�Thve��bropoveeinvpDreoppeylrterxe nV:e>rtmlroapwimdeskos:dw ICoNNYeLrRnRa,[Aeprpbelsndhw 15-A, romomimueMd mswaczr wwwe:>Mbe w.'eaxl orfve:M1ae aattlorvreeture(prelerabl<a vt"ty room, � 250' 24.01 eaate,tkAl. r, l m for mocn:r.g Vc�paroi boa n111 'E'-LCALHINS POOL al 29.0' 365 1 Lro consberoe !c eM on°c°>e-by-cme 4 oto r+'N VA 2.won m 1/A Ow5 regco-es°>eo[k a«k for pretreatment tM xpnc 0­mwulaeewer vpp,-.,roval � V � /^� `Z$ I. •F'-LEACNINS POOL e2 30.01 28.01 rink>Mn x Sirelk carry xp>u.ent a Haden 551.11115 Iosco Yl n �m>'cyed In mcaMw4e wltM1 xctbns 5-I?wd 5-09 0!V b 0,Toe,nib d Ve I/A OWi5 OGM Provbcr mot tw clevly idcn:irbd k* /�O «the wblm a•pc poxl aW Inclwe o pMro nvmxr td correct h Q .v -.) /� AA/\ .(X 'G•-LEACHING POOL F3 280' -(O' L 9.Ln1es>otherwba>pecilled V+e la«sing serveture/sy>tem that 1a11ew> cmc et°b-m ,,,,,G s v ' \ I-Q MEASUREMENTS AS PER SKETCH DATED SEPTEMBER 15,2022 a ATTACHED ') m VA ONTS anal be tlesmroa'r owodwec It,xctbn 5-107 oro 0.Esu-ur octroi vi«cncnt cnablm Vu 5yatcm n be aarviwa m o'y I uul �'. L RE:IDEnTIA_ / \� TO IN5TALLER GERTIPCAT_COMI I,SY'NP5 PLUM3114e G HEATINS'ON 5-110 m Vb>tordwd. ,tine.elmlxmg h seen u oucsa tro W be IN tre Wilene no' 7� V}LANi UND SEPTEMBER 03,2022. 4 TM pox bon nus:m wIt vow of the apt-loco;lw to help ra G+rawrt� 1` NO-E.MEASJ¢EMENTS ARE TO THE CENTER OF LOVERS.FOR NORNECG I/A 4.Ae°mxHpm,on vA airs-reo-,xnt tank+>nall hove 2o-1xr f«mtatc oparo{w a-e nunm�aa. ''//.. '�7' \ retl aues>openlros:c gaaa locaud over the inlet me or.1e:. W - �� /' ... 333��� �� OWNS../(y EETA EEL OVi-ET COVER:.MEASLREt L-Yf 15 TO-IC- Loven atoll tc Mer]O-lxn d'w-aur wourtlq,t and wcc[-proof s,Ttc wntro wx1>M11 beeal«ee m°eamlwemb reign:`or ® \ •'�Q: EL 39 T \ CENTE¢LINE BEThEEN THESE OUTLET COVER;. Q imw�eine Vrn mucro a Vermodlo>t'c cover,m rMl g•otle.All a-cex to o«oacxe HIV.F oval 6xlgamy Maroga:xM Agexy \ �' /--v��ti. -'�_•'�- _ _ _ -`. _ �- _- md chimroys/rbcs eM11 be dm.gud m accordarcc wiV sectbn (FEMA)11odtl here regv,remenL>. \/ ' -_-•--� `\/ 5.Vico 0 1/A OvfTS b m1-ovctl tv tc irelallcd N a d-Ncnay ar MMNp4ttJ�s>1 yo,_iet�Na[lon°I ElccVkal MwNoctl.rcre.U>ocbtirn ,.__ /� !� Frrkire om_Vc..n.t aro I m aeabxd cG'a-iro I,u w.tbtarc P« / IP_-CO w N--O b°°en°s aesb,afea d.}.LnnTOT. I boc cronwn c paIt EL<I30' 6 bweaae wlrm r ret to pernmco..hen a.V}phis le Wr-I reccnW:t r �odx�o•�w4�tbn rbet mxs ec e4re I-rn �// \ p T­11acfurodnmaMll ro[°"se-arae Into m 1/P-5 enc Ve B.E«r>ielen SMII beseq aFa1 H2F o IvcV«I1d-1,lltl rn nWch 0 / \ corrected tc m will ccLvab wable cru v_ alwma toot can m rcmil@mrr°,° \ DcparLxnt recommeros were•ecfteror baclu+a>n be roue W V:c cwupc!>of Vc WIbM xrvice.M cep neo - Q/ wrsite wuwell«,,;roti a's To..n a Viilcge Williry Depwtnerts. recommero>d ukmeV+aeNm be irelolleo to prwbe ate 0.I/A OMa unk,5rolbe wataMdM aM caretrucud or 5o✓d od remote allrn rotifkotion to enc oaM provider eweretl by enc 04 �._'- ,-`-.,,_..`:_ �, _ .. -- �.y-.� - ,-�.- �-- ` __-��.- ✓✓ -. _v,., _...�. � ... -. - - r �, - .�.�. �. - -.�� decay 9 ey>{ema W+kt a•e ro[de5lamd u 11ow f arpvl4 we reeaemeMeo / \ I w m to equppee nw a certroi,mal wtn mewls m�exect ro° 9 All twN:p mv>t tb waur[Ignt ono nutM1Ws o en>weg tanks ore portable genc.otw to ope•atc LM>ystcm d,ning a power outege. watertbht>Mi be eiNer v«curt ms:eg w tar prexure eeSNg 1' ! \ �5 'I i rretMdi m lellewr C w O Vacxm to>tb.g.Sed1 Ve e:.pty ta.k aM vppw o v«win to Ion;<: The electrical uretiw w.xirg Ve pwryn motor ox I m�scat to / \ tC iy es icM>(IOOmn)It m 111 Tx Lank is opprored If 904 W v1cA.m 15 ­691tontl ocw<e wtslaet,I I/A OW15 tank ch¢rbcr. Q i ywj M1d for rove m1Mcs. ( / \ �, A S, w H II.Voter to>tH.Seal took;III rink W V water to outlet Neer; o' b. bceud o;R>be IN LM I/A OWTS coin m>t t<pdcetl on : 9 P°d aero¢ewzy xpwuroMa weia>e•.m>IAII Fe55In / \s p umbo, It atwd fm 34 rttrs.Rcllll il^e rink to tM outlet r (core u,Flm:k w I mrg ms)w.d Mvc°>ocmprm crebaure '� arur Vc 24-bur per od b c�leu Lct tM tank stain fa m c npl lO-Mur perletl.-hc k 1>eppravetl II water level Is holo � \ �� ; O pdtM 10-Loin pc-bd.Waur prm>ne tmtNg b rccanmcrecd to to 9.All 17 o+d I1m ViceS mat be«cea>rolc a:d xrvtcmb I�rn an>rcc arur nu111t'w. mwa>open 11111 ?fid / FAT O \ F p aoro 4 ire ricer,>•e 1 ote«ree t°15craa1e 4O P-•lam t•,e t,It < 'o w cm LIZ,—1.1Z,-1-or mfuatmmt. ,1l >MII rot ` / PATIO \\ g I.ReNiwced caxrau sr a minlmr.temple ve>LreroV cl be mtm}caya•It Iwm mph 5F00 palmus per square Iron(psc et 18-daus xtrol 5 Tte Dcoo•V-ent 5•c 1°nerve Vc pump>u>um 1perou tMougr o / QO VENT TO R00F(NG HOUSE TRAPS SHALL BE Q rlrnal cpermhe a<Ia. / INSTALED L'F5TREAM OF TREATMENT LNIT) \ C 2.Iwll Vkknps 5111 1 be o mrtmm of tore,Intros uric>s tro Ee>1an O SANITARY LINE \ v N o a W a 1:cn Yerk Licenxd P1orm>bral EraVeer m E Irepcctkn lo-Icakcac el ire force nam Ilt[rm n1t tc mWc vl'.g lysg w2n 1o�dpp.ap-la•<raq;,Ham,Ma ro•uh well wrawmlan Ai ero pl,rp te>:o-ewdwe. j ''nn e HOLE IIs,bottom urd top>MII ccMo -Il a r°>bt m 1ppi atl /Y, LONVECTC1 \ O r n corm el 500 pour«pr >quarc rcct(ml). •n \ ! 2 STS l'D6FR. lu d pn B.Pre-tint carorcu swlbre aM11 w sealed with enc(U Inca Wtu SERVILE PRO WASP bgftq� \ o 0 0 rvbbar Je.nt xolart wnW:«nrlr:re u ASTn L-940. ? / CONTROL CENTER IS BEDROOMS) \ , / -AII EL. 435' \ 4.A11>cww;gam atoll ocrobau Vie vcr[ka1 skbwall d Mc tart aro GAR.EL,=41.x' ` still be xabd wlN grey-o• =,mam>occep4ble to tM � DcpalVront oven m wmartbh:>micd Plexi-point aM Vc ppe gmtet rmurod tv Va pipe nlV suNiass auel rev«tmle clmp(s) / \ 5.All JoNes>MII m>mled x!M[tM tank b wlurtlaM Sec xct.on / A L.G.Lb prbr opprcrc O SING-JJLAIR ed bee .tN re 5-114,8.10.Tanks thIt ecm:V p aq�te re from[ro B V DcpaprVxM od must be cer:lrlep Iy a hefcx.oro Eng rear, NGRn'ELI v A, mN1mm the r aw 1,d nd 1,m 1.axrme tw:k mat x \ aEBa monollVlcally;axed / 310-KINETIC NASTENATER PORCH e-I/A MI TREATMENT SYSTEM 6. P-t Wxrover bol coxreu O wt be-&cmc°nitnN / Tl q�a.++oniter Fur-11-VaL m,piece°wltho-grci.nowmar,Me ; 'O ttcrr ero>ide FMbrs,n u 6 ncYes above H.c rccormelc:pcctw oro�dnotcr cicvotlw.,of Vc i/A OWTS 1".1". E 'A ba roiithicallu cw+4r„tua.1r cmoa otos thls Is rotracticaob, i/A GhTS..rut 5;111 L spur-prmrcd vp tc IB o-crc_ c Vc N°•ost q 0�/dp6 ma/expec`,I gwronaur a combo ant leak 11151,11 u ares, \�/ L P LP. DRIVEWAY L 39 T' \ / TF 03 NE`Nyo tkJ:erox prbr to ope•m:°n �vO / 1.1n cares when cxreu links ore'r>talletl N gronawate•,the aesign y/ A �' I WALKWAY �- ;rare»lorol t dN:wttproy w creature u prove Ve weint IN // F Bro tam rwleh I,m.1t­ 1wluw:aroemNg t the ptldrclan 1 wlime)w11 ba m ti 20'd POLYLOK F i / PROJECT: least 15 ernes mole:non Ve ncight If Ve wool displaced ire r / DIST.BOX Gj\ ' mia,lm w>oral ba mx.,>Iro nbMSe e.pec{adrlewrma r wdwoter ebrmlon,,en ere cane a -son w.ar un m r (SAMILII.G F01NT) 0 °d>, ail rot x aare.dalad he =1mW eM w a n{pa E.P. I E P/ j y2 ROYALTON ROW mcnorNg or wilmt negre requo-ed. 3=ek r / -� r j LOT 10 SUFFCLK COUNTY HEALTH DEFARTMENT ,AFFROVALSUPPLYr)� /' �• COX NECK ROAD H.S. RE=ERENCE NO.:R-21-C1�6 \'�S(' MATTITUCK,NY 11952 / SC\� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o ���- ;'r H,7ER _ DRAWING TITLE: NOTES APPROVAL OF CONSTRUCTED WORKS FOR 1/-TER -/ -='- -- �-� !,1{d� �, SITE INFORMATION A SINGLE FAMILY RESIDENCE ------ - PROF=RTY �i SITE PLAN Date 4/18(2023 H.S. Ref. No. R-21-0175 .. _ PAGE: The sewage disposal and water supply facilities at this location have been \\- R0 Y A L T O N R SP-100.02 O W � ! i/ • inspected and/or certified by this Department or other agencies and found ! �( i-- tobesatisfactory FOR AMAXIMUMOF__ 5__BEDROOMS. qCR�ARKN P R;PE.,CHIEF SITE PLAN Office of Wastewater Management -- < ILL ID cy) CNJ Lr) 0) 70 0 0 0 o M c,C5 < F Tal-MM a ole El 21- ----------- 4- 7C) C) Ll -1 C) ............... FROF05ED I/A ONTS DETAIL a. (D STOPPER O� S-rE O�OTHER GT�-ER IN II LUG st r",KE II tlam 'j > > Imo, I ii rm 120 VOLT-10-60 Hz 20 AMP SERVICE It r�AIE B, MAIN ELEr�TR1'-'AL i CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DNEL-INO IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE'8' IS ICR USE WITH BLDG.EXTENSION io !n MAIN BREAKERA AA A 9 1 GLEAN-OUT (C.C.) DETAIL 9 SCALE;NTS ® n 1., 0 12A2 PM Fp H! o OFN I � ICC D � ��--� ' I i DEDICATED,20 AMP PROJECT: SINGLE-F-iA51E ECD f�IFZC,L,lT 5REAKEr< ROYALTON ROW LOT 10 � I , , , j I ' I �i � �,rEn Las SERVICE FR\9,'Vred3p 2, L- - COX NECK ROAD SUFFOLK ��OUNTr HEALTH DEPARTMENT ,APPROVAL H.S. FE=E;;ZENC�E NO.;IR-21-01-76 MATTITUCK,NY 11952 DRAWINGTITLE: F-LF-r_TRlr-AL 5FIRVIr-5 TO WASP SERIES CONTROLS NOPIIEC,L)5EcRVICE FRO--- I i --Tri, WIRING DIAGRAMS NASF CCNTPO-CENTER SYSTEM DETAILS MANU�A��R'5 It N:R[LNCATIOCIANCII�GATM��60TTIOrNS SHALL BE CONSUL= NST •cwrw —T— WHEN INSTAL�lN THE NOR CO 5IRVIII PRO h 5P CONTROL CENTER, MA-5 SHOWN REPRESENT DOCUYEN-ATION READILY AVAILABLE PAGE: FROM MANJF—T R.INSTALLER SHALL CON LT MOST UP-70-PATE MATER AL5 PROVIDED BY MANUFAC-LRER A ENSURE INSTALLATION IS IN --w ALL YAI:..FACnR SPEGIFICA710NB,—10NA, AND APPLICABLE CODES. —200.02 no�a ELECTRICAL LODE. SP -i, -7 DATE:04/20/21 2 OF 2 NORNE00 5ERVIOE FRO NA5F CONTROL CENTER & WIRING DIAGRAM SCALE NT5 n �4 Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 10 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,563 ft2 Glazing Area 21% 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 Compliance: 18.1%Better Than Code Maximum UA: 581 Your UA: 476 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 Assembly Gross Ir Ar I ea CavIty Cont. U-Factor UA 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. 1,127 13.0 14.0 0.037 36 Door:Solid Door(under 50%glazing) 20 0.300 6 Window:Vinyl Frame 126 0.300 38 SHGC: 0.40 WEST Wall:Wood Frame, 16"o.c. 802 13.0 14.0 0.037 26 Window 1:Vinyl Frame 93 0.300 28 SHGC: 0.40 SOUTH Wall:Wood Frame, 16" o.c. 960 13.0 14.0 0.037 17 Door 1: 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. 602 13.0 14.0 0.037 16 Door 2: Solid Door(under 50%glazing) 146 0.300 44 Window 3:Vinyl Frame 21 0.300 6 SHGC: 0.40 Project Title: Royalton Row Lot 10 Report date: 04/07/21 Data filename: Page 1 of 2 R } Gross Area. Aqsernbly or Cavity- .Cotlt. Perimetew 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 buildings a n designed to meet the 2018 IECC requirements in RESScchh�e�y ►r c,�k(�V('er�sion :REScheck-Web and to comply with the mandatory re i emen listed in the REScheck Inspection Checklist. �( Name-Title u �}`r-h11� Signature Date r D A I i Project Title: Royalton Row Lot 6 Report date: 04/07/21 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Glass b., o • Window 0.30 0.40 Door 0.30 0.40 HeStIng a Heating System: Cooling System: Water Heater: Name: Date: Comments S.TE F_An HATCH KEY. i i Q F0550 BUILPI�ACDlrlon OWPRJ'PGSED ACCESSORY5N ROW LOT PROPOSED2NDSTORYROYALTOQ PrrO,JEC T SCOPE: PACE. KEY:, a C7-GO .G PROJECT LOCATION&SCOPE 0O NEW 2 STORY AD. FRAMED DWELLING WITH AT7AGHED SITE PLAN&ZONING DATA z GARAGE AND GOVERCD PORCH GENERAL NOTESLu ENERGYTABLE STRUCTURAL DESIGN CHARTS Z In a F'RD.JEGT!.ZOMNG--:DATA,i..,.<i::'-'= �::,,.'` „-• "'I O - G-CjCj�.CjG HOEDOWN,ANCHOR BOLT, z>,s} TA MAF= lccc-113-cT-I°3a STRAPPING,&NAILING DETAILS ¢?N 4G- zcwNG c15TR1cT A-C FASTENING SCHEDULE "W LOT ARCA o'ACRES G-004.00 ♦tel QJ o FRAMING GRAPHICS L WETLANDS DISTRICT N NTA BEAM CONNECTION PATTERNS R _7p 27• � /- ♦�S DEC DISTRICT N N/A FIREBLOCKING DETAILS SUFFOLK COUNTY HO APPROVAL R-21-OTIb s ~ ^ - A- OI.00 PROPOSED FOUNDATION PLAN W amu)'/ ♦\ .:.�. �_ __' - __- _- - .. '' 2 J / HABITABLE SPACE PROPOSED: K BASEMENT AREA A-102.00 PROPOSED FIRST FLOOR PLAN Q / i \ FIRST-FLOOR AREA.` - - 19545.F• SECOND FLOOR AREA 1D66 5.F o ` / \ NOTAL BEDaGOM c6uNr -- s_.- _-- A-I G3.G PROPOSED SECOND FLOOR PLAN / - - PROPOSEDEXTERIOR-ELEVATIONS "- FM 140 s / `\o�� '�� `'`�:`��� - - '�• A-262.00 PROPOSED EXTERIOR ELEVATIONS a % O •/ �i -,; `�`� `\ %LOT A; •0 ;,',.•,.,.-,.: DESCRIPTION(FDOTPRIM) AREA CO♦/ERAFaE 11 / 5"%,-.•. ♦\ TOTAL LOT AREA W F / ryo RAT \ 96TD S.F 6.1% BUILDING SECTIONS PROPOSED BJILDINS A-✓G .GG PROPOSED 6ARA6E 5&40 S.F. / PORCH 5 -•.' \♦ PROPOSED COVERED PORCH B9A S.F. O3% o PROPOSED DECKS 51010 SF. IA% A-502_G I BUILDING SECTIONS DESIGN DETAILS o / ♦\?X� TOTAL AREA OF ASL STRUCTURES :°56.0 SF. °.I% - ------- 'y ••N ITIMUM LOT CCVERAGE ALLOWED-10% P a0 - wALKr:nY -DwvEWAY �--A-4'Ci.GG --- ---DESIGN-DETAILS" I z mry/ ---- - \ap -------- -------- --- -o / 2/ __�_�MYARD -a REY+lUi1iED SE75AGK5.'-.MAIN.EfUl1-Dlhtb,:•-`�.•. - •..... � $ � / 5-101.00 PROPOSED STRUCTURAL PLANS REQUIRED PROPOSED COMPLIES FRONT YARD 4010' 49b' YES '. m LLL 2q�4 -/� SIDE YARD 15.0' b3.0' YES c'_ G2.O PROPOSED STRUCTURAL PLANS SOO BOTH SIDE YARDS 35D' 1933' YES PROJECT: .O OF REAR YARD 5010' SE YES PAv1 2-14?g =IC�J.CC - PROPOSEDSTRUCTURAUPLANS ROYALTON ROW LOT 10 DESIGN C ROYALTON ROW DWV/WATER SUPPLY RISER II COX NECK ROAD GAS RISER MATTITUCK,NY 11952 DRAWING TITLE: PROJECT LOCATION&SCOPE SITE PLAN ' SITE PLAN&ZONING DATA SCALE:I'-O'=20'-0' �' PAGE: G-001.01 _ c'\- SUB�EGT PROPERTY N 0,,0 DATE:13/28/22 1 OF 16 gMENDME T o Ln0 ') Iy C AY�FT y LT NOT � OES 'a > I i TMI5 IS AN ARGFITEL SITE PLAN<15 IER.I a® -_l-.RVEYOR TI-E IIhFCRN.ATIGY A LICEnaED —+4 •� `m REPRESENTED ON TMI5 SITE PLAN IS TO THE POE I ARCHITECT'S BEST OF Kn'G OBTAI-O .I V 2 SURVEY INFORMATION WAS OBTAINED pAw AND A SURVEY DATED SEPT.Il,1030 AND PIA P REPaA BY. PETER A.6ROBET. [p—S' LAND SUR JEYOR PD.BOX TG4 RIDGE NY 11961 TELEPHONE.1691)&49-4-150 LOCATION MAP SCALE:NTS Ew15TIN6 TO Be DEMO.I°-++ WGOD FRAMED NEW PARTIAL nE 6.s c w E(L 6. TL W H-� WEN AFF-ICABLE: -I J ♦-� E%15TING TO REMAIN __ - _ 4 NEW WOOD FRAME(L.6 -�- a-O' -I 9-G}=•'-/----5'-II' -�':- -0 NA7VRAL LIEHT a VENTILATION NEW FOUNDATION hALL Ie9> - (HABITABLE BPAGE) LI WHEN A�LIGABLE;' m I• I FLOOR AaEA 4T SF O NEW-HR FIRE RATED ® MIN.F R S LL5 UFWL Q J ;-EN FRAME BLE 5TL (0,N FOR 4'WALL- hHEN APPLICABLE) (MIN(:` STRUCTURAL PROVIDE FLAT F IL LI6NTIN3 WIN.L% 14P 5F .8.1 POST FORR 6'b'i-L5,'UON' � ROOF _ _ - - _ _ _ M FLOOR PRE, d NEN 2-HR FIRE RATE= 1 I MEI-•®RA.AE _ _ _ _ _ VEw'TILATIOn WIN r WOOD FRAME(LS 5%. SLOFE AWA" _ _ _ - 14%OF FLOOR AREA °'SF 1532 O Wr;tT:APPLICABLE) FROM BUILDING FLOOR PLAN NOT'E� �: L I _ __ s- sa\.\ IL! -- \ NA7URAL LIGHT!VENTILATION 2 POO'hGTE 1•�Y.LiUNDRY ROOM. AT uGNT e , .-w i.-: _ _ ,Z ` C \ (HABITABLE 5FAGE' J 0 I IISTALL! Mf 1-D002�-LALLEc `,. L w£h WASr I D(K ItlOIC W I VEM VOTE '% J't O.T On FLA1-BY'_ECD-WEw(OR EOLALi ..LGORCIM'IE LPVwL ROGM a DOGa Dln- BOJ TIGHT aEGL .-``-G 5.F 'I \ FLS AaEP ICT 5P. z co In5'ALL nEW EXTERIOR COOiLWEEN LALL6 ..'SIZE GF EOIIF. a \\\�� ll. \�a LLT GA PLM BY'iMERnATRL"fGa ELLAU S FROVIDE HCGL Las AS aEOB-R E \\\ ( k REC F PRc� J a DGOT•,YFE-SELECT AS E'ER M✓.N-SPEC:• LEE ....°%�'t•FF E \\ L16MIti5 Mti"Li' .- Y Q I ' n WRYER EXFAL'LT NOTE c _ >� .?9 / M FLPCa AREA 8L 5F 1G.�6 Q Z� 9.IitLYIDE f:::'•E'FDR, - a.SEF PAGE 6-009 FOR ALL CTMER FRAMI6 q.Gi TERMmArE TO EAT£RIOR VEM FRO..........4° - ELEMENTS PRGAL GMRG fTYP.FOR.LLL'uON i.C.LT SHALL TCRMINATE MN 4'-0'FRGR Mr {i a- `'� '>. VEnTILATIOn'.Y.Ind' N OPEun65 I � � \\( 4%OF FLLbR PREP ,__F. U.-le 1�W U G STAIR a RAILING NOTE, 9 LLLT_ZE AG FEa v ti. - ALL NEW STAIRS SnALL HAVE!M%.,-3/4'W c,pULT SHALL EE EWIPPEC 1 A BALKORAF-CAMPER I �\• N IO'Tr-RISER_°SHALL BE CLOSED 5 TRPNSITION CULTS SMALL NOT EE CONGEALED WITHIN BEDRGOMII2 { 2. 4�N16M 6UPRDRAIL a 5FINCLE SPACING LON-Tl-FLEXIBLE TRANSITION pUGTS USED TO - �� 31F 4 5 F B V 5EDRGOMF3 NOT TO ALLOW PASSAGE OF A c-m SFriERE COMELY TI@ DRYER TO TIE EXNPU"T DIA.T SYSTEM - { I / / \\ NATURA_LIGHT!VENTILATION 36'N16N MANDR/.Il a SFrtSIE 5PALIN6 NGT SMALL BE LIMITED TO SINGLE LB:6TM5.NOT TO 24Th$F TO ALLOW FASS OF A c•¢SaHERE .-.E.6 FEET AND SHALL BE LISTED AND LABELED - I 1• I - �'\ HABITABLE SPAGEi W B GFLPPABLE RAIL AS F£R LODE IN ACCORCANGE WITH,L:1116, SM/GO 9 I K G E%eeAUST gK15 SHALL BE 0-THK RIGID 4 -05 �LV�NG�O VJ ` FLOOR AREn 900 5F. WGA FRAIt �TAIR METAL w SMLOTM INTERIOR D-RSAGE,wTN,PINTS f`� 2539 SF. ~ NOTE ABOVE FOR STA R a RAl-%PO RLW+W6 ry TME CFEGTON OF AIR FVLOW EWUU'T - U pULT5 SMALL FOT EB CONNECTED SHEET-METAL %REG. SF FltOV. W 3.RAILINGS SHALL BE I-CO OR PVC. I �E\\ L16HT1 O;RMIA AREA c.F 53'1 2 J MAn LEN6TF SMALL Nor EXCEED 2s FT FRGM pftYER /1 O O OF F a 0�/�°TAIR_ T­ONIT-. &L Tc TE WW1 OR GOOF TEFMNATE /�J •-0, � O._5- \ e.p U J (-tel L iYP. ]' As HOTEL na\.LENGTH eF Te=-1-Au BE RECUGED:s v[NTILATION WIN 2 Ci O.RAIL-SNP1L BE FRLlCM IRON OR 6AlV.5TL FEET I-EAGN 45'BEtm AI•C 5 FEET FOR EALM n0' T \a �, CO 5P Z-155 FASTENING SHALL BE A5 PER RAIL MAMI PROVIDE BE,O.i MA%LENGTH OF-E CULT DOES \\ 4%M FLOOR AREA Q E%TERIOR GRADE PRIM A5 REOL OR aOYrDER NOT NLLIAE THE 1RANSITION DOLT. S.SEE F .PLAN a pETAIL � �� tEA 5NOY DETECTOR/GG DETECTOR NOTES IFR ,-`Ea0"LRANLE FLL£ATTALNEC TO O LOnrRAGTOR SMALL PROVIDS 0,LODE GOMPLIAM E%TERIOR HALL Ma IDB OR UL•I..NTi-INSTALL AS- l�O WALK-IN CL. Q ,/ I \ I /' BEDROOMP4 \ P' SMOKE/CARBON MGNOXICE C014aINATION pETEGTOR PER MNL 5PEG.b-FRO VICE IEh' FR ENLL0-- N `1111 I 6G 5F. I C NAFD WIRED i0 EACH O-MER w/6AT'fERY BALKW. I.'LDw RYwXA a SIDING AS NOTED-'Nis E � 18TE 5 F - �ALL ALL IG PER MAN:SFEG.• ��`LI+-LT'PAGE GC04 - - - I _ \ 5,-Z DETFOTGR AIS GARBGA MGnO%IDE DETECTOR 3.PIZCVICE'ABESLG FP200 FR E>�PwLll a FOAM'fRi { In COMPLIAn'CE hITH LOCAL GODS EOL'AL;A'PLL PENIMTN:NS ATIO'-O' -m' S✓✓LG \ c. FLaGRS.M1NA,LLB/cElun�:FRCD 7 GCI.FPiME Tc E DI4 ASTM E B4,AM1D LL 14'1 hINT:O W NOTE 9 -ANC-FLUE TC EXTET.L 9'-O' I. ALL nEh NInOONS a pOORS SHALL PwLEFiSEN AC_ALENT LOMBBTBLE STFC.GTLRES NTMIw IO'-0'. - BAT�RGOMF2 M 4'-d' g ALLWAY - 4pC SERIES GASEM£nT,COLELEW.N6,OR GLI 160E 5.F / - -- �' / (AS NOTED!:InSTALL AS PER M--.BFOFOR -FAN SMALL BQ IISTALLEO Ya�RE !. L F '4'i'-1 \ I y,B$nMlpS.sEE NOTE n m-GLAss wnLorG IunDN 15 Nor MEr BY MEnNs M NATuTAL .p `}•� ' .P \ . ANG DOORS'ON PAGE b-LG:6 CASCYCnT O LiRLULATION TR30J5M WINOOPE OR OOOaE TO n(O I •\ �e \ 2 NI�DOW`-ALL LSMM MMPI SHALL NPVE OIiDOOR SPACES AS PER NYS I-BGN.LOPE SECTION N C / , \ s1RAI6HT ARM HINGE WHEN 409929.IFETALL A=PER A.SPECS .\> 2.IF COVBLE MNG-ALL CBL HJ,YS nPml•E TO BE BELOW\I -- , LLT HASX NF-W TT C ACCESS-Rn L DOWN STAIR _ \\ I I /Al 9.ALL BLAZIN5 WrtNIN u5-MFF TD BE TBM>P.6L �; MT 950•LAaAGITY �< - li A 1. q 4 4 SEE PAGE 6-009 FDR-M-ELEMENTB ARONID I. M1 r L WINDOWS T'P FOR ALL)VON :SIZE TC FIT MECH-IP TMRDU6M OPENING(MIN -_- --. -_ -__ __ �,NR GREFI _ _ _ I 64b 5F. R \�\la \�,♦•� Y O wf-5 NOTE 5.A aE LOl�LIAIGE WCM NEN'YP2K BT ATE BIILDIN6 <DEL.FaAnING NMEN NEW OPEMNG - __ _ _ --- a `�' - 5 IXSTALL A5 PER now SPBL s M_.___.� .-- 1 -_-"✓_ -__ _ �, _ - LODE,SECTION R5102:TIE POLLOwNS 118,11E M 6 CON"y T MD.FOR PiC"G15E LOCATION M ACCESS - M_ Y LLEAaIN6____.s.,sF. --- ' _ �I• 'y °p '�r y, . NET CLEAR eEl __04'-1- 0 g-SQUARE 5TRULTU2AL PE -TRMAGAST `l AL PLUMBIN6MVAC SHAFT R W \23" / 3 O� C,-D / lac, FRELISE LCGPTION a 5lF TC BE GETERnInEc In FIELC ��t` `i� �` � e U ' � h R EEN.4 TON AIR 601-,EN•- OGG 5F. ' SDE` NO, t \C1 L B O C RAI648AJINA(OR EQUAL! 12_O. 4` BEDROOMS �- P_b 19'a• �' sem.� i i z 8¢. ALUMINM RDMIlE \ ' PROJECT: ROYALTON ROW LOT 10 DESIGN C i COX NECK ROAD TA6 OE5GRI-10. DooR cuANTITY - NOTE5 \ MATTITUCK,NY 11952 DRAWING TITLE: STRAPPINC�DETAILS.DCoS*SHALL BE ANDERSEN aOG SERIES;It6TALL A5 FER 11W.SPEG'S SEE PAGE'6-005"FOR NAILING a PROPOSED SECOND FLOOR PLAN OI `51N5LE WI.NppW GfiART __ ¢'-- - PIR5T FL. ,-. = [ - ,-E6RE55- 02 SLIDER 12'-O'%,'-O' .::'k:riei rM_•� (I)SEL FL. -RC,I^>f1.ppEN10.5e,(' WIN'GGWDIMEIvIC\ LIAR PROPOSED SECOND FLOOR PLAN- - _ (I FIR:T PL. TAE TYPE MGDEL F _ . 03 SINGLE 3'-G-%,'-G' _ • -- WID'I'opE*IAC• (1)CELLAR "EI-REOL�:4' BGALE:I./3- y GG OPENfE09. 5]5F. L,G�� �.F. HAEITAESLE SFAGE;2,<..G .F. Gi-cO__ AREA PAGE: i WIDTH,, �-.•,1E:Ifi(iT„' Y'IDTM HEIGHT INTERIOR'-.CELLAR..__"._ ._•.:i:_•_.•.,;a -_':..cv _i--L. c •a �..,'.�.._,::.__ A DGU5LEWM6 a._es A-103 01 -•.; 0.75-NR FIRE •G3 ,v _• SINGLE 5'-O"M'-O' b•:-,°: RATED H OGUBLE IJNG WmH2i0410 `3'-0b': ".5'-O i]'t 2'-II J. S'-C J' _ _ �•iy� .'x•..41 i_,.�_ _ _'.�..-"- i,')''.r_•- ' �. 05 "•51N6LE 5'-O'XI'-O- - ;yE' �:�;?, D OGLBLE MJN6 WDn2852 -••.1•-'I:�•",'y •''S•-4�'_ 2'-IO J. 5'-3 Ty' SE DATE:11/28/22 7 OF16 O6 51N6LE 2'-b"7'-O' 2 _4:-{ ,. _ E VCMLE MJNG WDH38a10 5'-10 •' i� '-O_'r�w:-N, 3'�a' 5'-0 E 155 01 51N61-E "0'X1`0- +�'.1 :.:.. F GLIDER 6656 .'•,6'-0" .x 3'-0'`• S'-II j' 3'-5 -..na.:_•A •.AF r•. 6 PICTURE YFY6662 5'?'J'- R�,•6=4,d��':.j 5'-T�- 6-a g' 08 POCKET 2'-0'Xl'-C- �, ,;,_is .,: r DOUBLE IM.'6 -H1851G ::I'-ID,b.e ,y,4 ';` 3 I''°(]• 4'-e d• TEMPEREe D° SINGLE^ 5'-G_XT•-O' :•�A`,k �: `, PICTURE F554G5'-5;•�', �;•r4'-0� ; S'-4�' a'-0' TCI?ERED ._ 10 SINGLE 2'-b-%T'-O' 5 -j'i!: Mj Vi J AWNING AR21 ,'.'�� ,1 .•,��ry'", 2'-O j' I'-5` _ . .___ __, ,0, , • __ - .. .�-.:a. _�rayay++]����3¢1.��,, K DOUBLE II DOUBLE 11 5M&LE 1'-0-X1'-O- ,a'Y�••,. '��a�' L DGUBLE 1U1N6 I•`mH384IO S•-10}•',� '','•5•','Oi�'.T:. 5'_9�• 5'_G J. 19 POCKET 2-H'NT'-0' - i�%' M CIRCLE OVL205✓ 2'-0!Y "3'-011U'i; 2'-0' _-II�• 1E.1-ERE. - 3 Q BUI1_GING 5=r-TION NOTES TOF RIDGE HE SMT pre I ELEV SO.A' i W GALL NEW ASPw i ROO✓IN6 — INSYALL TLE ANO WATER_IFLIJ FROM F—"'TO W J I -A'FRTR!INBIDE PKE OF STlD WALL AN:J AT VALI-EY5 Q O ER S INSTALL 15•BUILDING FELT W—)OVER O 4.1/D'GDX PLYWOOD S-A-6 2LOLK AI-L SEAMS) _ 5.CM 5hIN6LE OVER RIDGE a WFS!AS REOn) J E PROV DE RIDGE VENT/A5 RECD! J PLASA Au VALLEYS a INSTALL DRIP EDGE A<ROOD Ip Q NSTALL Al AS PER MANU PEL.> RR.AS PER PLANS 0 O Ul,1 T+F1.£IL1'� YWD!SrLATNING LfBCLNOSLTKRlUN6LTaIOANLL I / / S PER Pn D_ AOaOLLNS / } O R YWD SEAMS) / / 2 • R.G._,•L.T.A<NOT01.PLANS I.SPANS OVER D'INSTALL"%'SRID61N5 o CENTER OF MAN VD.N.1 +�C�tiNG PL:iL!l=Lvi T S OF Rig SPRAY FOAM INSU_ATiON OR ELEV..ZI.O Ri^BA'R INSULATION ' —11-111—Al L CONSTRUCTION(TYF2 I -1/" /� S J /1 _N'HOUSE WRAP(OR EwAL I y• U EEDRGOM n5 I 00 u, ION.--A PLYWD ShEAT 1-(BLOLKIFE L 41 ° 4 G >-4O PI�WD SEAMSI V T� •t'SZF a It,cD-DBL.TOP FOAM1:Z•LA PLATE I _ Z O 5 tAY ITI-(p R•T—.'w— 4 1 Y a 0 BATT INSId.ATILT'(R-21 TOTAL; • 3/B'6YPB.Y BD.MALL FINISh SECONTJ FLOOR ° Q Z� C w xFl. ELEV. C* �+ ¢J N re L=INSTALL NEW FILER LENENT hORIZL'IRAL —_—_ o W W{D LAP 51 RS•VERTILAL BOARD/eA-TET. `_ „ r 7 N SICIN6 P.J AS PER PLATE O p.^YVEK'NWSE M AP(ort EWAU _ 5.IN5TALL Al AS PER MAW1 SPEL:e ��O pE ALL NELE55ARY TRIn Fpt PROPER INSTALLAnON 5 SIDING S ON EXTETC TO TOP OF FIRST FLOOR LEILINC-HEIGHT ' W FOVNCAT,ON WALL ELEV•109 H U O1 cW a•INK.P.LOS SLAB w 6'vb'-IO/IO Wy\M , REIxPORLEMEM A=PER DETAIL 4 0 2 cAR L•wDROOM 4 U U J OYP LAL FLOOR LON5—TIONL � t NEW FLOOR.DIS TAS NOTED Ox M\' ° Q • 9M'LDx IT 6 SNEATNING(BLOLKIN6 CALL FLYWD SEAMSJ J.A5 NOTED ON PLANS(O SPANS OVER 0' FIRST FLOOR IN5TALL'x'BNb a LE'i£R OF-A,N V—N,SATT. ELEV.•19------� N.OF R-BO BAT:INSLLADON PROVIDE M • SPRAY FOAM INSILATION fR•T/INLR'AT 11 A.— _ I C TYPILAL LEDGER BOARD FOR R R/C J.rtJ J I I BAcc,INE EOA6 BOLSBa ItCCLTLP L R C P P OP I ER IT'E -➢ISIS SE.-TROD,✓(^•/H'a a 5'LLNGa hL GAL LEV.• G' II.-.TALL I•L.6ALV.JOIST NAf�GER-BY SITP�AA(LR I I I I \ D.—A,;AT L-IDJ.OR WD 6ALV—A RAFTER TIES S SEERt G1ED DETA,L L I ^'�I eAENIEN: I 0 C15'55'LV SND FRAMING AT D0.ELE<_TORY UNFINISHED I I FLIER WAIL I I I. I 5EGTION G /A-302 — SCALE:1/4'=1'-O" C 0 E i HEADER AS 5_LI.RE HANDRAIL TO WALL ON AT LEAST-11- EAST OIE m SPELIF-11-ON SIDE 6 STAIR STAIR IN AL—ANLE w MAIL SPEL'e. PLANS AW NOT PROJELTINE MOf2E THAN-Wj'IMO QQ STAIRWAY.SEE NANpRAIL GRIP 51icA ADJKEM 6 .D 5 MANGER BY NOTE SIMPSON'OR EWAL TO FIRST FINISHED FLOOR I, IF FINISRMASONRY IbTlSIK.R\ —— BLUESL)-MAS A TO AT ———— u m — IANpING aN6NT L5 ftEOD TO � ALLOMT FGR FINISH MA.PONRY {{m.p E5$MALL BE vrtLPEO I I �,pE O ••II <D AWAY FROM By -Y5•MIN WALE BETWEEN \\ • ,tn,� REBAR BEM➢TO s"_' L!�a3-=- PROJECT: WALL Airo HANDRr•IL PRA2- reT 'PIIE RISER _ ���•' �'a F,NE T�Ac STANDAR05 FGR GRIFFAELE HAND PAIL .ryZ`L�:6\ /\/�j\/ ROYALTON ROW SCALE:NTS REBAR a EA CROSS SECTION _ ;� y� / / LOT 10 DESIGN C f •. p° rRourmfDNOSINs -,ai0 G EA�A�NGI E CIRCULAR NON-CIRCULAR .•-' ;; \/�/\ ,\\//\\/ /\ \T\/,\\/ COX NECK ROAD SII} /Y"RADIu5 a 5-6' .—t �IO. • ~ �:./. \ 1`//\/ //\` // OT INCIN / -(N OT➢DIPENSIOW MIN. °-��•'• LOMPKTED /\/ \ MATTITUCK,NY 11952 (NOT LUDED PERI- MIN. X4.._2•. ETER_ MAX. LCNc k sxA• ?Z \ D MIN B) ✓ \ \ m DRAWING TITLE: M KEYWAY BUILDING SECTIONS DESIGN DETAILS Fl REeAR ccM a 10 LG \ o REBAR N, -s� \ /�\ i \/\\/N v\�/ \ \ PAGE: INSI•uilcn IF wERSIVE 15 FK w, a •s BEM REBAR c a'cc \/ A-3 0 2.01 }'6W BD (U k REeAR LOM .•.I. / \�\/ / �\/�\ \/\v/'\\/\\y\ \/\\ STORAGE UNDER (WHEN AFFLIGALBE) FER DOTAL IO/A-C TREA ED 2'.I;SILL FDR LGN KT BELOW GRADE MASONRY STAIR DETAIL w LONC fIF AGFLILABLEi A-DG2.01 EASEMENT SCALE,514'=I'-G" INTERIOR WOOD STAIR DETAIL SCALE 5/4° r a �5CNEFZAL <EE ': Q o NEW PARTIAL HEIGHT W _ E"s-'NE.TO BE D£MO�tSHEC r--- Y•IOOD FRAME(LL-ST W J WHEN APPLICABLE, Q E%ISTIN(S TO REMAIN NE h WOOD FR—E(Lb NE"FOUNDATION"ALL 57L.WHEN APPLICABLE) O NEI,I-NR FIRE RATED ® HIN i3)3'x4-STRUCTURAL F i WOOD FRAHE ft-IS 5TL POST FOR<'WALLS 0: WHEN APPLICABLE) (MIN(3'_-x6'STRLI'.TURAL O P05T FOR 6'WALLS)UON 1gh HR FIRE RATE) B_ 2- WOOD FRAME fLb.5TL } 0 WHEN APPLICABLE) O F Z Q O 5(RUL.(JRAL PLAN NJTL'3 W O �RO55 SYPOILATN P5LETRSv TH<R.FROMVIEpME BSEPRL ILEs DIR ECTLY m ABOVE INDICATED POSTS. _a O PROVIDE 51HP50N H6LN HA-SR Ai INDICATED BEAR - Z 0 C• LCN*EGTION;MECO HANSER TC STEEL BEA✓PER Q< J rawFALTLRER 9PELIFILPTILT6 fSEE iGlo 51MP`N a"-O STRONE:TIE YOGC COt6TR 10N CONNECTORS P-IM Z 2 Q Z 1 163-164•BULLETIN T-L-v,ELp RFTI•- J N YP C 3-1 i D. LY 40 Hp GIP 6A V,5-LOL(AS M Alia; LL W toBY SIMS 5TEEL fOR EGJAL: r�14 N PFN-W B JOI T R INFORCEMENT .ego OFROVmEOSB 30 OL.(SPAN RATING)REMPLRLEMENT AT R EACH-DIST.�'-D-THK x II-1 D'HIGH x EJ.2N@.LENTEREC m BENEATH E%TERIOR WALL ABOVE.FIxED ON 0__E_5 OF J015T M VERTCAL POSITON TO TOP a BOTTOM.GNDRp w .- !B,3.�.Upr�T BM M R vREMII.M'GLVE(OR EOUALJ a 5-NAILS a 5'OL. K • U SEE ALSO JOIST MAW SPECIFICATIONS PROVIDE FLAT nPFN- B a' T INFOA NTSLL�ElsOPEOPE AWAY ROOF W Og PROVIDE OSE iO OL(SP RATINSJ REINFORLEI•@NT AT N J NE __•__- ___—_ _ ____ _ ~ S EJOIST.�'THic.x 11-]8'NIGH x 3<-LONG L£NTERED T N FROM BUILDINS BEIffATH INTERIOR LOAD-BEM 1K YaALl AEOVE.FI%ED OI: J n __. _ _ - --- _ AGf J BOiw 510E LF DST IN yERrIGAy Ir 6LLB!OR POE(OR BOTTOM CHORp../R PaE ' EOUALJ a B' _ NAIL5e 5'OL:SEE ALSD JOIST MAMJ.SF£L—ATIONS. 1 __ ___—_—_— �...�,c-.—=.a-- r - _=•.x__-._>. - V f5)I.]5'xI135"6P IDE LVL IaTt� j —�-_ - ALLEY ,� IOIST ANC R5(5TEEL FLUSH BEAHJ h. — ` u PROVIDE SIPBA356/IIEB TOP FLANGE JOIST HANFiE y _ �__ \ 6 EACH FJ.UDM.HELL HANGERS TO STEEL BEAM.PER OI9 MANFALTAiER SPELIFILATIONS NS£E 351MP5pN I -- STRONG-E HOOD CONS]RUL IO COro@LTORS PAGES NOR \ 160-164 a EaRLETIN TfWELWPLFTl9'. 1 V6R C AN (TEF B•LANYE 7 IH 1 / \ PROVmE SIM'�iON BA5_DIIIEE TOF FJO15T HANGER e- e EACH P1 UDA.HELD HANGERS TC SIEEL SEAM PER MAw=ALTLSMR SPEGFIGATIOty(EEf iOle 51PP� N � ff ' \5�`�y STRONG-TIE HL<7p LLN'STFI,'LTION CL'NNECT0R5 PAbE< a 1 0 UB�a� ` \\ 16i-IN a ELLLETIN TG-hELOLFLP'lo-. U V J� � O AN H6E2 SH(WDOC FLUBEAM: PROVIDE SIeP50N MII,25p I FACE Mq,NT IwN6ER a EACH I �a O 13E0,00— J NDNJ PER MANRKTURER SPELIFILAT101E __<5 F nI.T HANGERS!WOOD Fll5H BEAM/. L I BEDROOM• p OF I �+ 1 34-1.6 S.F.g'>•Ofry' �` PROVIDE SR850N MIV356/II PALE MOUMT HANGER a EAU. I J P L a U 0 \\ m PJ NONJ PER MANFALTRER SPECIFILATOIS I ry 0 !L -0 LIVING ROOM O O BEAR N6 WALL /REMFORLED F B 'BE O 3x4 3539 5 F A5 INOILATEp BY HATCHING \ O POSTS I n TO HpR HEADER POST FRAMINS NOTE !Ti'v,V NDJ fB<:]-x<-POSi .g - \ a\\ Q DCDR HDR n m -- FOST5 FOR COOR ANp WVNOOW HEADERS� L FOLLO" _ ��._ � U,U g siamARD FRAMING GRAPHIC oN Pe6E 6-DDB uw5s5 Iry r_;:-.D' D�a \ B�:,-„c ,�`�B \l`'•�: NOTEa DrHEwvlsE `�lTYP�NDJ OWALK-IN GL I / I \ w.YANlER BEDROGt•7< / \ Q 6G 5 F. WWo eeAM / Qzuy 0• BY F%I T ATOO � ♦ \\\ \ - if i O 160E 51 dd 0 6 rc / �pPE TD�j --- 1 a n CILH O fit I-15I9A P co, I M1 BATHOS ��` \ \ +IO6E5 �OSTS 64b SF ` --L_ —---___---- F ToO \��. ��- ��"' r _— It�O \ \ ��,,•.. OO' ATHRooH•a � � PROJECT: ._________ -__ _�__ _ __. _. _�___j 15.D0.5)LE ORT __—— ■i_z_ IDR \ \,i O/L�g. 53 S.F. � i`. ROYALTON ROW LOT 10 DESIGN C 10 .a' COX NECK ROAD MATTITUCK,NY 11952 DRAWING TITLE: R a \ ��J�• / PROPOSED STRUCTURAL PLAN PAGE: S-102.01 U � \ DATE:11/28/22 ID4 OF 16 a \ / FROFOSED SF—CONO FLOOR STRUCTURAL PLAN SCALE:I/d-r I'-O' i a o W W J Q Q J J H /^a°FRE9h AIR VENT O `I�' TMROLIZh ROOF �I 0_ L i IO 2 IQ F Z ci \ I ii \ a K W J J 00 EATLTaOONaB m 0 6ATYFiOGMaa PAThR✓CMaD _ LAUNDRY Z _____-1- BATFRGOMa4 E_._ ATHRO +"( ATL.ROOMa� B____CY^_- LANN'DRY J T"I Q i Z} 8 .,f—T _T L 2 j I - FOII TO Ir J N ' I I PROVIDE'AEE6L0 FP20C FR D( M W Z� z B - B B - - i B 2' E�PAI.DM6 FOAM'fOR EQIAL; 0 a 0-1 LOCAL PLLMEIN6 LODE ATAN,ALL PENETFtAnO+E IN FIRE n i FLOOfLS/ ILEO NGS PRO T o x :Imo' \8' �FB j ° CHI g O 1 L` /J Ir coI,FORMs Tc ASTM E ela. o W I ;:I S° !; Q xi� ASTM E Ha ANo UI.IaTR w ;: �� x' ' TU6 I TU6 N UI li xl YN L.O WL:q li W li U T U�IY U:li U: LO - O I 2 IGA.ra�.vER nl li., n SHGWERIn 'n' TUB CI 1^ SHOL•ER C�Iry ! rC TUBS r+ CI I� SUPPLY Ix h_____1 MO I ` ry m _ I� _ Lg___ __________�_____.:.__�©_._,A____ _______ __________ - POWDER ROOM KTGY.EN � .._.._.._.._.._.._.. .._.._._. _.._..S_.._..-0_ ALL PLUMBING L•YJRK .._.._ - .. .. .. .. .. .. .. I. �•,__-- � _ SMIJ.L LONf-ORM To 1 LOCAL PWN®IN6 CODE POWDER RCOM KITOIIEN BATNRGOMaI j PRO ~ T____ VIDE'ABESLO FF200 FR U yy -T _ I E%PANOIN6 FOAM'foR EOJALI U J O -I "' AT ALL PENETRATIOI�E IN FIRE BAR ,•, 2"I CLEAN RATED WALLS AND Q B D•� SINK1 B B 12` 'N"REOL p BAR qC FLONFORVIS TO ASTM E H 4 T B O Oa V WL. WL. PROVIDE FTI. E' !QG B OaSINK �� i qc Br i B ASTM E B<AND UL IaT9 . - �I '_j. '-� I '-3• 1-` ISHOWER _ I I� U II I\�/1 la? U I I�I I�� 1 I I DW VI li W.L.m U�li J�Ii L.L. C L I^ LO 9• LA nl�' C�In n!Iry - ` n.'In _ irl lir SMOKER - - - - - - - DY: a.. MAN_ LG I MEGH I ROOM 'i ` TG EEPTIL SYSTEM t iE LnnN Q I: a II m v f O PLUMBING RISER - DRAIN / WASTE / /ENT PLUMBING RISER - SUPPLY SCALE.N75 SCALE:INR` f F e a a 3ND I 10 FLOOR PROJECT: ROYALTON ROW LOT 10 DESIGN C LAUNDRY �LU'BII.6 e 8 VEL 6A5 PORK SMPLL LONFDfLM CGDE, COX NECK ROAD 3 F E G MATTITUCK,NY 11952 PPN6 LQ AT A-L M-'�. PRwmc-ABEscO rv2oc I EXPAt.LINE FOAM'(OR EGUAL; DRAWING TITLE: ANO FLOORS/GEILIN65 AT WALLS PLUMBING RISER DIAGRAMS 2-.- -ASTM E ela,ASTM E 6a,ASD Lti Ia,P GAS RISER DIAGRAM C KITCHEN GREAT ROOK. 0 a� PAGE: K FIREPLACE P-101.01 RANGE DATE:11/28/22 16 OF 16 6A5 SU>PLY TO 6A5 HAIN ROOM Q IEC___ Ti POOR FURN GAS RISER - SUPPLY SGALE:NTE APPROVED AS NOTED _ 0 C C U PAN CV OR DATE:60->t-A B.P.# S3 USE IS UNLAWFUL FEE / �� BY: �THOUT CE�T���C .V WITHOUTk NOTIFY .BUILDING DEPARTMENT AT ®f OCCUPANCY 765-1802 ' 8 AM TO 4 PM FOR THE f Y FOLLOWING INSPECTIONS: 1. FOUNDATION --TWO REQUIRED FOR POURED CONCRETE" 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION,MUST COMPLY WITH ALL CODES Or BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA - DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO NOT PROCEED WITP - FRAMING.UNTIL SUR'r'% OF FOUNDATION LOCAT RETAIN STORM WATER RUNOFF MAS;BEEN APPROVED, PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire separation required as per NYS Code 6=MC- 0"RMUMM PLUMBER CERTIFICATION All exterior lighting ON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired sh r 172 onfOrm SOLDER USED IN WATER to Chap SUPPLY SYSTEM CANNOT of the Town Code EXCEED 2/10 OF 1% LEAD. Must provide Manuals D, Jand Sasper PLUMBING ALL PLUMBING WASTE NYS Energy Code &WATER LINES NEED TESTING BEFORE COVERING Blower door and ductwork TRUSS PLACARDING REQUIRED testing required. SITE PLAN HATCH KEY: CL 1 PROPOSED BUILDING ADDITION 1 PROPOSED ACCESSORY STRUCTURE ,. i` s ���1 PROPOSED 2ND STORY ' J FACE <E)"' : o . �--QQ 1 •QQ j PROJECT LOCATION & SCOPE zO NEW 2 STOF,)" WD. FRAMED DWELL I NO WITH ATTAC HF-D j SITE PLAN & ZONING DATA OAF,AOE AND COVERED FORC H z - I � GENERAL NOTES w ENERGY TABLE -� ap __.. _�.-_-.... _.. ...._ .._.__.__. _._._._.....__.. ___._._._...___. > STRUCTURAL DESIGN CHARTS d' O z p p PROJECT / ZONING DATA - ---- -- --- ------- -- -- -- - -- -- -- -- — r•I J ED6E OP POND a__. . ... p .00 HOLDOWN ANCHOR BOLT 1000-113-07-19.39 ' z z 4 -= - - -- CARPENTRY - WOOD FRAMING MATERIAL 5TANDARDSOUNDATiON CONCRETE An,D MASONRY - - - - - - _ -- - _`_ -_ _ - - _ _____ _ - - - _- FASTEN I NO SGHEDJLE A O1�DOJ�IN D SA I �S T`I'C C,AL N ! I I IO/ST RAFT NO REQU I R 1�EN`�S FOR -- - - - -- - - -- ---_-- --- I I SHEAF-e,, l� I,�I t� I I� 1 I; ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEC.'S;MANUFACTURER 1� L iT/ S> � r , =r � � PL V X41 I �D RSSTf�tN� NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED r SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, ;'' W AND ROUGH OPENING FRAMING REQUIREMENTS) J ALL STRAPPING TO BE I�rt"x <O G-A'1��E -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE ' FUSE IOd NAILS 17 STR IFFING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) a � FASTENER SPEC.-�'' HOEDOWN 'A' HOLDONN B FASTENER DESCRIPTION li O GONNEGTION A NO I AND QUANTITY _ SPACING .,y FOR FOUNDATIONSTry ROOF GE i L I NO FRAMING I.DIM's ARE ALL MIN.•'s BASED ON USE OF ONLY A Ibd - - -- -- - -- -- -- ---- ----- - - - ---- --- - - --- -- - (3) 2x FULL ENDWALL --...... .... ...... •'" �ry COMMON NAIL w/o PREBORED HOLES. - - - - ------ -- ---- — - ----I -- --- ---- -- ------ - - -= --- -- - --- O :. ENDWALL - AT RAFTER TO RIDGE 2.WOOD I5 ASSUMED TO BE DF, 2 $ BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL) - 1 SEE PAGE G-003 PER. RAFTER " "" ' (3) 2x FULL CORNER STUD _ a HEIGHT STUD HEIGHT STUD CONNECTED TO 2 3ESHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - 0 R ry (EVIDENT DURING INITIAL INSTALLATION)PRESENT PPLIT PO THE NAIL I, CEILING JOIST TO TOP PLATE (TOE-NAIL) I SEE PAGE G-003 PER JOIST ZO CORNER STUD TRANSFER SHEAR / ~ CONNECTION: CONNECTEDTO I / I - - --- -- - - -- - - --- . ..--- ------------;'I ----- ---------- - ---- '---- - ----- ------ -- -- TRANSFER SHEAR "51MP50N" HDQS HOEDOWN ANCHOR ® 2-16d COMMON FOR STRAP - - ----- - -- - -- 1 III o • • , SEE PAGE G-003 EACH LAP f _ . • • . CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) -__-- --------- -' J --- -- I 3 8 d COMMON HOLES,SET NEW MEMBER. ; 1 NAILS m EA. END OF STRAP. �Z - -- --- NAILS ® 6 O.G. $ LOCATIONS NOTED NAILS ® b" O.G. $ • • 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED - — 10" O.G. IF BLOCKED i CEILING .1015T LAPS OVER PARTITIONS (FACE-NAIL) CI-16d COMMON EACH LAP Q 0 2-Ibd COMMON I • • • I j „ ON PLANS I 10" O.G. IF BLOCKED �CORNER POST FOR ROOF 5LOPE5 UNDER 5:12 WITH ? 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO l 1� ------ --- ---------- G.J G.TIES W CORNER POST �.."•""� �M ROOF S�PANSB d COMMON NAILS ® • ��PiG�No END OF THE NAIL TO A q0° AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) - i; SEE PAGE G-003 PER TIE J USE "SIMPSON" HDQB ry - - - -- - J "' 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY OO EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES d TABLE Z d' O GR 4-i. - - - - ---------- - --- - -- -- -- -- - - HOLDOWN ANCHOR ® _ON PLANS j RIM BOARD TO RAFTER (END-NAIL) II' 2-Ibd COMMON f --EACH END j J r'I GONNEGTI ON 81 4 52 _- -- _-_-WALL FRAMIN NO-- - - - - - -— z � O AT RAFTER TO TOP PLATE TO STUD Q Z "...�.. • f HOEDOWN INSTALLATION OPTIONS: GONNEGTION: "rte TOP PLATE TO TOP PLATE (FACE-NAIL) 1r 2-I6d COMMON I PER FOOT " �2 � wcfl FOR NEW P. GONG. FOUND.'s "'� FOR STRAP - B 8 d COMMON NAILS ® �`:' HOLDOWN CAST IN PLACE W7/5"0" THREADED ROD - -- - - --- • EA. END OF STRAP: JC- p- O LO ; ', TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON J015�T5 - EA. SIDE I O FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • SEE WHEN IN TOWN OF ISLIP OR NAILING O �,,,. ...."."... NOTE ' i • • r------ Q -T/8"-P THREADED ROD (PRE-DRILLED)EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN t - - - j---- J - - -- --I CONCRETE w/ SIR TEMP.'S O FH40H F UEENO H EPDXY N'AT I • • MAX. NAI IINO H2O RID OD EQ ABOVE RAFTER TIE 4 " ;........... • STUD TO STUD (PAGE NAIL) 2-I6d COMMON �'! 24" O.G. W ADHESIVE), $ FOR ( ) - -------- - -- - ---- II I I ! I (HIGH STRENGTH ACRYLIC ADHESIVE) � � '"•••w.. � HEADER TO HEADER (PAGE-NAIL) Ibd COMMON � 16" O.G.• ALONG EDGES � FOR EXIST /NEW G.M.U. (GONG. BLOCK) f • FOR TOENAILING - 3 8 d COMMON NAILS ""' - ------'I FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON- PER STUD W k - - - --- - - - - - --- - ------11 CONNECTION (� For, G.J. 70 R.R. q I6 d COMMON NAILS AT G.J. TO G.J. CONNECTION: j~ 2-I6d COMMON I� it N/'7/a"4)7/8"m THREADED ROD REQUIREMENrs FOR •" " •• ••••• BOTTOM-PLATE TO-FLOOR JOIST, BAND JOIST,- I' PER FOOT ~ V RAISED G.J.'s(WHEN ENDJO15T or BLOCKING (FACE-NAIL) - -- - -_- --_- -- - - _ - _ J APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR SRAM I NCS U i J HOLDONN G HOLDONN D —2 I�_d COMMON NAILS OR NEW $ EXIST. - - --- - -- -- -- - ------ �..�....._ - --- - - - - FOUNDATIONS • (TOE-NAIL)!!! - - FOR NEWLY POURED GONNEGTION GI � G2 FOUNDATION ® ONE STORY ONLY I • I.-- y JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) ' 4-8d COMMON I PER JOIST (3) 2x FULL ENDWAI 1- I BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END CORNER STUD ' - --- - ----- --- ------- - - -- r----------- - - '�- ?; HEIGHT' STUD c CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END " • I OGKING TO SILL or -- - ------ - r... TRANSFER SHEAR '+ TO STUD GONNEGTION. B� ' .".... � � � „� .•.•.••••.•• •. AT STUD TO FLOOR ASSEMBLY , �_• "SIMPSON" HDO'8 J�-_ (3) 2x FULL HOLDOWN ANCHOR ® 2-I6d COMMON HEIGH ",.."". -"-•~ • .✓._ - ° - - - -- - -- -- - -- -----3-Ibd COMMONEACH -EACH BLOCK. --I T STUD I TOP PLATE (TOE-NAIL) II LOCATIONS NOTED NAILS ® 6' O.G. $ ON PLANS lo" O.G. IF BLOCKED FOR STRAP - 3 8 d COMMON LEDGER STRIP To BEAM (PAGE-NAIL) 3-Ibd COMMON EOGH J015T ZZCORNER POST ° MOILS ® EA END OF STRAP ----- - j JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST 2-I6d COMMON t FOR EA. PLATE TO STUD ABOVE $ OR _-. -_-.- ----___--_---- -- NAILS ® b I 1 ; -- ? BELOW - 2 I6 d COMMON NAILS --------- - - -- --- - - - - f %I p "'' ,:.... • ' BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST ....._..................._..... _I """ `•.,""" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT j "•..... ROOF SHEATHING .I I , I I I ; STRUCTURAL INTERIOR ANELS ----- � II I I ; "SIMPSON" 5THDI4RJ GONNEGTI ON D I D2 BLO SOLID INS PERIMETER EDGE ZONE 5 ad COMMON j b" EDGE / b" FIELD II ad COMMON 6 EDGE / 12" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ Ii 8d COMMON 4" O.G. --. . - - - FOR NEW P. GONG. FOUND.'s "-•• PTO 9 RAKE OVERHANG I -AT STUD TO FLOOR ASSEM Y TO 51 GF I L I NES SHEATH I NCS HOLDOWN CAST IN PLACE w/ THREADED ROD • • / - • • i FOR EXIST. P. GONG. OR NEWLY GURRED FOUND-'s — BL LL 7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO „ r••..,:,••••. PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY t • ,_.._.........__"-_.._ ' { GYPSUM WALLBOARD j 1 B /2 MIN. 5d COOLERS 7' EDGE / 10 FIELD ADHESIVE), $ FOR TEMP.'S 0°F-40°F USE "SIMPSON" AT CORNER �' I o ° FOR 5TRAP - 3 8 - - -- I- --- -- -- -- --- - - ------' (HIGH STRENGTH ACRYLIC ADHESIVE) i .:;;_.. END OF STRAP (WRAP STRAP UNDER NAILS A• - - - - FROM ONE #4 REBAR • i I SPECIFIED ON DI �.. ° NALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • _ - TYP. FOUND. NOTE • FOR EA. PLATE To STUD ABOVE $ OR BELOW - FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN ""^••..�•• ° ° -.2 -16 w/7/8"O THREADED ROD d COMMON NAILS - - - --- -- --- --- --ad COMMON - - -- �II- - - -- -' -- -I STRUCTURAL PANELS b EDGE / 12 FIELD I I i I ALTE NATE CONFIGURATION - ABOVE STUD TO ! STRAP w/!3) 5d COOLERS ) T, EDGE / 10" FIELD U FLOOR AL) mONNECT RM TO SILL SIMPSON (OR " T GYPSUM WALLBOARD J -__ --— - - - -- -J CONNECT ..."..'•••• Bd NAILS o EA.END = _-.-- ---- Z � NAIL NO/57RAFF I NO (9 W I NDOJ�I/DOOiR HEADER STANDARD/ALTERNATE " OF EA.STRAPQ L " "`" FLOOR SHEATHING (SUBFLOOR) II'I EA.JOIST-(FOR ALTERNATE USE p SIMP50N H2.5A) NOTATION: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189) GONNEGTION E STRUCTURAL PANELS: ;( I� ?- --- ---�- -- r, ......".....".... I" or LESS: „ ,� � -- - I ---- �---- --, - EmeE FIELD 17 , M, l ""............."_.M........................_........... f GREATER THAN I": IOd COMMON I; b„ EDGE / 12" FIELD - - - - - NUMBER OF SILL EITUP5-ON FLAT NOT LY To VooRS) (201eo M,TABLE • I G - NUMBER OF FULL HEIGHT KING STUDS 0SEA. 5 DEPOF HEADER(2018 WFGM,ABLE 5.25C,P. 292;91) - - - - -------_ -- I! ALTERNATE AS PER TABLE 3.23D,P. 2a3J ..• -__-__= -_-= =__ .:_:-_-_- -__ - •.•" `: " - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. H - ` D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • D (2018 WFGM,TABLE 3.7,P. 18q) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a /�, j� AT STUD TO FLOOR ASSEMBLY TO SILL E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ( FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE t PLATE(S) GONNEGTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR k (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.8,P. 191) E. / SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED To BE REDUCED TO I-IGD NAIL PER FOOT. FOR STRAP - 3 8 d COMMON NAILS ® EA. 5 - FOR ROOF 5HEATHIN0 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINC, 4' ON EACH " """""""..." END OF STRAP (WRAP STRAP UNDER SILL PL.) �F FASTENING SCI-fEDULE B " 51ME OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMEiNTS SHALL BE �® �L�® �� ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS """""••"....• n USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE $ OR BELOW - LOT �® DESIGN C d COMMON NAILS A 2 16 - r � I I ROUGH 1I NOTATION III - O B D E F G -- - ---- - ------- --- oPNG COX NECK ROAD 2'-0'� _ - 2 �I i II I I I I III I II ' I' MATTITUCK, NY 11952 4'-O" 4 1 .2 2 2 2 �" - °a OAE3LE ENDNALL I' L A DRAWING TITLE: 8R G I NO/STRAfi�P I NO ' II I I (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) b'_Ou I 3 3 3 3 TOP A -- - ------ SLOGKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR - PROVIDE (2) 2 x10 HDR (MIN.) U.O.N. 8'-O" 2 3 4 4 4L6 H M -c. BAYS BACK ® LESS PROVIDE BOLT, O PLATE TOP PLATE SPLICE REQUIR.E- .-N 5 TOP PLATE SPLICE REQUIREMENTS <TO LOCKIN5 6 12"o.c' STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B$G - 4'-0" O.G. GHEIVE RAKE O.H. I iI ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE I BUILDING MINIMUM SPLICE BJILDING MINIMUM 5P .i NI UM LIGE I II I II I I DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 8d NAILS EA. END I2'-o" 2'-O"/2'-F." 12'—O" 3'-O" OF EA. STRAP ff In E Is „ ATTIC 16-01151-0111 '-�' I6-O 4-O' ANCHOR f5OLT SFE I OA`s ONS - GI _ , _ 1, 20-O r O - -G /'� 20' O 51-01, 'III, BLOCKING 2 BAYS -- 6"-12' SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.25, P. 15'1-160) BACK® 4'-O" O.G. 24'-O" 4'-�J"�'-O" 24--0" 6'-O" CORNER sq° DATE: 04/06/21 3 OF 16 CONDITION FOR ALL STRUCTURES: sle,"O ANCHOR BOLTS ® 3ci" O.G. 28'-OS'-O"/6'-3" 28'-O" -I'-O" • 'I 32'-O 6' 32'-O" 8'-O" iv SECOND FLOOR CONNECTION U51N5 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE I. MIN. 1" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8-o /Io-O' 40'-0" 11'-0" BLOCKING 2 BAYS 'c1 FI`° °'k•v'', .�`, � • END w/ 3" SQUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS „ BACK ® 4'-0" O.G. <� �� , 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. I$ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50,-oil101-011A21-611 50'-O 13'-O' CONDITION IN EXPOSURE B Sd NAILS EA. END ry 3.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60-01, 12-O' 60-O = TOP TWO COURSES 50L I D I TVP. STRAP w/ 3 c; (;,... r, " „ I6'-O" OF EA. STRAP �p HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT S 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR - LATERAL LOADS SHALL BE MULTIPLIED BY H/8, � FIRST FLOOR •tp OR REPLOGED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE TO'-O" 14-O" '70-O' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 22-O PLAN DIAGRAM OF ZONES (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): it , 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 8o'-O" 16'-O" 8o'-O" ` �� FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- LI25 I - - (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 - - II'WALL- 1.315 BLOCKING 2 5Y TH15 COLUMN w/MULTIPLIER BACK 0 4'-0" O.G. 12'WALL - 1.5 4. COORDINATE w/ HOEDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO GRAPHICS GONTI NUOUS BU I L.T-UF O I R.P?ER5, 5 OR MORE SUFFORTS I RE�1�®�K I NO FOR L.AT ®RM W®OD RA1� I NO (THAT EXCEED FRAMING STANDARDS, IT I5 REO'D FOR FRAMER TO HAVE A CL WOFZKINO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK I'. CONNECTION PATTERN SCHEDULE ----- Q A55EM3._Y REO.UIREMENTS: (FOR ENGINEERED M LUMBER [ie. WOOD I-JOISTS] SEE ANU. SPEC.'5 FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6WH=N GIRDERS MADE UP OF JOISTS NAILED b -- - ILu ' CONNECTION d 1/4 OFA W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER ( J BLOG•K I NG UNDER LOAD BEARING WALL THREE CR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT IIIA (2)ROWS lod NAILS O 12"O.G. - 11 MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. T+�E SPAN LENGTH FROM AN INTERMEDIATE a 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUD IIB (5)ROW5 IOd NAILS o 12"O.G. S'•�PPOR'. NO TWO ADJOINING JOISTS, NOR MORE I SERVES AS FIRESLOPPIN6. STUDS Two-PIECE P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 5UBFLOOR - - (2)ROw5 I/2" m BOLTS m 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE --� SUBFLOOR G DBL.o ENDS PLATE SERVE AS FIRE5TOPPING. -J SOLE PLATE II - BUILT UP GIRDER p MAX.32" NAMING_ D (2)Rows V2^ m BOLTS® Ib°O.C. TWOIEGc F GIRDERS ARE TO BE NAILED FROM ONE j III 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE li I JOIST SERVES A5 FIRESTOPPING. " II;E (2)ROWS I/2" m BOLTS m 24"O.C. SIDE 1^!!T�H IOd NAILS, TWO NEAR EACH END OF II j O - - E-A"H PIECE, OTHERS STA60ERED WITH A DISTANCE i I'„- CL ` III j 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING � BETWEEN I/b I � _- � i I (2)ROWS 3-3/8”7RUSSLOGK SCREWS m 12"O.G. d 1/4 OFA E T 11' OF I6 INGHL a BE:WEAN NAILS IN A HORIZONTAL FI R F I. , I .... I� O O NONCOM-BUSTIBLE FILL. � b i SCREWED ON(IJ SIDE OF MEMBER , _ I i I III 1 .��-: I 01,, ! LINE;OR GIRDERS ARE TO BE NAILED FROM EACH � ' I . M I : � I � I�' � ,,I .I. .il I� I�I .I Z (2)ROw5 3-3/8"TRUSSLOCK SCREWS m Ib"O.C. P j SID 4-1 6 E w/ !ad NAILS, TWO NEAR EACH END OF EACH I I I 1 Ij 8 I b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 SCREWED ON(1)51DE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" III Ii ! j I; AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN _ (2)ROWS 3-5/a"TRU55LOCK SCREw5 m 24"O.G. - r - - ;, JOISTS SERVE AS FIRE5TOPPINO. JOIST H THREE-PteG Br:TW�EN NAILS IN A HORIZONTAL LINE. I _ -� 1 Z SCREWED ON(I)SIDE OF MEMBER j 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C( C] MAXIMUM OFFSET J (2)Rows 5"TRU55LOGK SCREWS O 12' O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d - ;,, I' (',I II l a I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d 5GREWED ON BOTH SIDE OF MEMBER P --- F l l MATCHED SIZE OF BL.OGKIN6 E U q it I : I _I LL SERVE AS FIRE5TOPPING. W II NAILS ON -A. SIDE w/ TWO NEAR EA. END OF EA. �, �I�1,I �' I''"'III y j ' 1 � ' (2)ROW5 5"TRU5SLOCK SCREWS 6 Ib"O.G. UNDER NON-LOAD ESEARING FIRESTOPPIN6 AND K 1 ''III ._ (2)ROWS 5' TRUSSLOGK SCREWS m 24°o.c. BErwEFx Vb PIECE, ING� DING ED N1 IDI IST JOINTS, AND w/ THE I II ' 3 8. THE HEADER SERVES AS FIRE-STOPPING. J SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD L THER5 STAGGERED w/ A DISTANCE OF NOT MORE _J 00 DOUBLE PLATE HA CTWEEN NAILS IN A HORIZONTAL LINE. III a ;'I Ili , l q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT 5HAL1L > O SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A N 32 E'> _-- 1OOH 'l BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z (U f OUR-P,EG GIDER5 ARE TO BE A55EMLED AS __ 1 GE I L I NO BRAG I NG PLAN SHALL USE CONNECTION PATTERN A'WHEN 8N'OR SMALLER FOR THE TDIl�ED /IECE GIRDER.ILS A5 SPECIFIED I (2 STRINGER TO SERVE AS FIRESTOPP!NG. J r-I - I O GANTII_EYERED FLOOR P t 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z �.. �' GABLE ENDWALL d CONNECTION PATTERN 'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH 4 STUD 2.WHEN SCREwIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORINO: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Q Z OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH _I N GIRDERS ARE TO BE SECURELY ANCHORED TO FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W CO SUBFLooR LL SOLE PLATE 2"x4" GONTINUOU5 6ABLNSDS MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE® b'O.G. THE VERTICAL OPENING 15 SEALED BY PLA5TER ON THE CEILING Ln r"I BOLTED TO 'STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I` Lo BAND 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O JOIST c� AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r"I J O /� I I Q r �( PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLA5TER CEILING ON I `l A I L I `�O F A TTE R I `l S FOR SIDE LOADED E3 E A'I\/I 5 �I O . FLUSH B E I " I C,� NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, !✓JILL SERVE 10) 8d .✓ -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. �"V � NAILS � FIRE- FIRE- WOOD FIRESTOPPING FIRE5TOPPING FASTENING RECOMMENDATIONS FOR SIDE-LOADED STOPPING STOPPING FIRE- FIRE- , i STOPPING STOPPING SOLE W "II MULTIPLE-PIECE MEMBERS rm JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRACE 2 Rows Ibd 5 Rows Ibd 2 FtOWSK" 2 ROW5 " 2 ROwsX�" VERTICAL () J !' O 12'O.G. BOLTS BOLTS li FIRESTOPPIN&WHEN GYPSUM BOARD ' O 12"o.G.• O.G.5TAseetim' O 12"O.G. O 6"O.G. , COVERING IS APPLIED STUD BLOCKING W/(4) IOd NAILS 20 go STRAP COMMON COMMON BOLTS O 24" --- - -'- - - - TWO ROWS 12"O.G. TrfF2EE ROWS 12"O.G. TO UNDERSIDE c1S Q . DOUBLE PLATE * 5d COOLER NAILS® IO" O.G. (10) 8d NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 ` NOTE: ENDWALL STUDS AS NOTED IN NOTES •7 4 8 J015T SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS S NONGOMHUSTIBLE LOCATION � ? FIRESTOPPING LOCATION OVER STUDS, UNLESS TOP PLATE IS 4" m EDGE/12" ® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES �� WOOD FIRESTOPPIN'S of GIRDER DESIGNED TO CARRY THE LOAD 5GREW5#b - LV4"TYPE W OR 5 FIRESTOPPIN& LOGAT ION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2'" TWO ROW5 24"O.G.5TA66ERED TW0 ROWS b"O.G. 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. OVERLAID ROOF s.STAGGER EACH ROW OF FA5TENERS BY 12". 2"SPACE NOT ATTACHMENT @VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED 0 NOwOMmr=,TIBLE FIRE5TOPPIN4G 5.FOUR-PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO Na APPROX.I INCH THICK .,yam BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION ? 57D NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: I Nrl 5TRAPPIN5 w/ T.2 RONS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS 12"OR LESS F' T ' LOCATION q 4 8d NAILS LOCATION 8 ® EA.END® R.R. 5.5 ROM OF Ibd COMMON NAILS 02"O.C)FOR OF 14",16"d IS'. LOCATION 10 FULL WIDTH 2"z'BLOGKIN& —__-- ---- i I V _- W �I I I I �ONST �J� 1 c`�N DESA I � � W ND LOAD �� I � � T�+ �ONNE�TION DETAILS TOP PLATE DRILL 2"0 INTO ROOF --- - I I DECK FOR STRAPPING INSTL. INTERSECTION DETAIL NOT TO SCALE I EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW i UPPER TOP PLATE LAPS �I IOd �ONTINUOU5 LONER TOE NAILSY NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s I I , I 1 1 ALIGN NEW d EX. R.R. AS SHOWN _-___ KING STUDS PLAN VIEW I 1 I I I I NOTE: SIMILAR® SHED' WOOD JOIST WOOD JO I S GR I PPLE STUD- - - ---- ------ ROOF,R.R. IN LINE BLOCK I NG - GENERAL REG2U I REMENTS FOR GENERAL REC�U I REMENTS FOR JOIST HANGER HEADER z -� z w INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS G 1 RDER/HEADER o WOOD JOIST - JACK STUDS -W- -- ----I ------ — ---- - - WOOD GIRDER ! MAIN MEMBER I � O f JOIST FRAMING OVER WOOD OI RDER JOIST FRAMING FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBE ,IAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. i I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )S THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE R MALT SOW A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN L®� �� ® � aI c MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL - 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD - - - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR COX NECK ROAD MATTITUCK NY 11952 DOUBLE JOIST DOUBLE JOIST TOP PLATE ' GH I M. CHASE SEGURI NG STD. SIDE WALL DRAWING 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-SEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTI OIN w/ STUDS TO ATTIC FLOOR i BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) TOP PLATE ® o_j n Q WIND I 5TT �iONSTRU�iT O�I / �I�I /` PAGE: GHIM. CHASE WALL Z Q ff U I `N C/O I `t I `�E l�TO RS - - - - t CONNECTION LOCATION: PART NUMBER: ', NOTES: e 3►� Q RIDGE-TO-i-RAFTERS G520 9 21 j APPLY TO EACH PAIR OF RAFTERS - - - - - --- a z Q ® RAFTER-TO-WALL H� APPLY TO EACH RAFTER : 04/06/21 DATE 4 OF 16 ROOF p tu0. o a RAFTER-T,01-PLATE H8 or H25 APPLY TO EAGH RAFTER REOV BLOCKING N Z PLATE-TO-WALL STUD C520 @ 18" n .A TO ALIGN w/STRAPPING Q Q z a APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w N 11 -- THE FIRST FL. ®z w K 2ND. FLOOR WALL-TO-IST. FLOOR WALL . LFTA or C520 @ 56 APPLY TO EAGH WALL STUD f" FLoowGLG. HEADER-TO-.IAGK STUD I G520 @ 12 j APPLY TO EACH JACK STUD z,,;.f ���, ,-'�~ '~ c� CRIPPLE STUD-TI O-HEADER H5 I APPLY TO EAGH CRIPPLE STUD I ii I ( t t F ''I APPLY TO EAGH SIDEWALL END II SHEAR WALL HOLDDOWN ANCHOR 55TB 16 II - - _ 01 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE ! '�,� SIDE VIEW ALAN VIEN (USE WITH 3 SQUARE WASHERS) ,. USE THE FOLLOWING OR AFFPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Lu W Lu WHEN APPLICABLE) EXISTING TO RE=MAIN I NEW FOUNDATION WALL NEW WOOD FRAME (L.O. Q APPI_I GABLE STL. WHEN APPLICABLE) • NEW I-HR FIRE RATED F-1Olt 8" P. GONG. 12'-O" 2'-O" 5'-4" 3'-3y2" 2'-O" 10'-O" MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL 2 POST FOR 6" WALLS), U.O.N. RISER WALL �' '• �--{ NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. WHEN APPLICABLE) - - -- O . k j < 0 Z FOUNDATION PLAN NOTESuj m Q i 5 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: NEW MEGH. ROOM: 8" P. GONG. J O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 11 I. (2) NEW FURNACE (RHEEM PRESTIAOE SERIES 4 RI5ER WALL J OO $ SILL SEAL TON)$ RHEEM GAS WATER HEATER TO THIS _ I i • ANCHOR BOLTS AEi PER PAGE 0-003 LOCATION - Z • P. GONG. FOUND. WALL AS PER DETAIL UPON 2.INSTALL AS PER MANU. 5PEC.'s MASONRY m __ __ _- J 'H • P. GONG. FOOTING AS PER DETAIL KE ASPHALTIC MASTIC: DAMP PROOFING TO EXTERIOR 3. F.A.I. THROUGH WALL PATIO ABOVE 4.FLUE THROUGH WD. FR. CHASE 8.0. FOOTING 3'-O" BELOW GRADE MIN. 5. MAINTAIN 30"x30' CLEARANCE IN FRONT OF _II m II _ I Q ' • EXPANSION JOINT ® PERIMETER OF SLAB (WHEN YS MG 306.1 _ - I/2 EXPA MECHANICAL UNITS AS PER N •_ _I z ME APPLICABLE) b.MAINTAIN ALL APPLICABLE VENTING - _ - 5 I L W c� • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / CLEARANCES REQUIRED PER NYS MG 804. O 0„ j 0' STOOPS (WHEN APPLICABLE) -1. DISCONNECT, REROUTE, $ RECONNECT O"J ' _ O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO FX15TINO PIPING AS REQ'D COMPACT 10" 14 14 I f A O' cr L0 H N APPLICABLE 1 � BACKFILL IN 6" _�• � MASONRY 2 � ,� O Ln FOR HEIGHT OF Wf�LL B SLAB (W E ) TYPICAL MECHANICAL ROOM NOTES: PATIO ABOVE I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY LIFTS;PROVIDE 2 - 14 3" GONG. SLAB 14 HOEDOWN: "DUROCK" (OR EQUAL) / W/ STONE FINISH W i O HOEDOWN 'D' AS PER PAGE G-003 2• FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (I) - dJ LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON 2 GONG. WALLS) TYP. STL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU, 1 H U O3 SEE NOTED DETAIL AS PER PLAN SPEC.s AND AS PER NYS MECH. AND FUEL GAS CODE 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT _ry^ --I W H_ IT CONFORMS TO NYS MECH. AND FUEL GAS CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE i = J 24"x24"x12" DEEP P. GONG. PAD FOOTING FRESH AIR INTAKE FROM EXTERIOR cr- AS PER NOTED DETAIL (TYP.) 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL ���� 28-OltIq-3 EMERGENCY SHUT OFF 5WITGH "1. FOR GA5 SERVICE, PROVIDE OAS SHUT OFF 5WITGH > 4B 30"x30"x18" DEEP P. GONG. PAD FOOTING 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER AS PER NOTED DETAIL (TYPJ CLEARANCES AS PER CODE N �D --- -- --- q. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING I- -------- SANITARY SYSTEM AS PER NYS PLUMBING GORE 48"x48"x24" DEEP P. GONG. PAD FOOTING w/5-1/2" O.D. Oltb - - 4G 4:� -- SCH 40 HOT DIP OAL.V. 5TL. COL. (ASTM A123), LOCATED FREEZE PROOF HOSE BIB: N DIRECTLY BENEATH STEEL COLUMN ABOVE (BEAMS SHALL 12 FASTENED w/MASONRY ANCHORS (PRECISE O O 0 ' 0 �? NOT BE CONTINUOUS ACROSS THIS COLUMN $ MUST BE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) EOt�S� v 'z v 15 711 SPLICED);SEE AL50 DETAIL q/A-401. �V11NDJW _ ;�IX FOR WOOD STAIRS ® GRADE: w/WINDON 0 0 3 O _IA d x q V•1ELL u m Q, IL N>Wty ,IT- DR-OFF i ^� 24'x12 DEEP P. GONG. i3 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON IY " CONTINUOUS FOOTING O O5 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN5ER5 ® �b T AS PER NOTED DETAIL (T1'PJ �0 _• MAX. 16" O.G.,U.O.N. (MIN. 3 5TRINOER5) E ----- ' BASEMENT r u- $� -- - -- - -, REINFORCEMENT AS i ER DETAIL O p - UNFINISHED - 4B I 4B 4B 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. ' 6 � 14 RESERVED �`� ELEG. PANEL UNHEATED 3 3 3 4" THK. UN-REINFORCED P. GONG. SLAB S3) L-I5"xli.8�f5" _ (3) i."fi."f5_x11.8'f5" (3) L-i5"x11.875" _ I 40.5 S.F. I I _ 6B 15 FLOOR DRAIN: G.P. 2.0 LVL O.P. 2.0E LVE G.P. 2.OL LVL EXTERIOR 3 GUARDED FLOOR DRAIN w/ 3 TRAP DROPPED BM. DROPPED BM. DROPPED m GLIDING BASEMENT WINDOW 9� ,rU T O PROVIDE (2) 1.-15"x11.675" G.P. 2.OE LVL HDR, FLUSH w/ F.J.; 16 NAVIEN WATER HEATER MODEL NPE-SERIES � p�Y R 6'-6" 6'-6" ATTACH I-JOIST TO HDR w/ SIMPSON IU52.56/lIZ95 HANGERS O (OR EQUAL) OFIRE RATED DOOR: 39-X6 0.75 HR. SELF•-CLOSING STEEL DR. I� RHEEM 115,000 BTU GAS FURNACE MODEL#Wg5TG1151524M5A (OR EQUAL) 5 IO (2) LT"x11.8'!5' (2) I.-15"xII.8-15 (2) I.-15"xlLBiS' (3) I.15'xIL8i5' PROVIDE 4" _ G.P. 2.OE LVL G.P. 2.OE LVL _ O.P. 2.OE LVL _ - O.P. ZOE LVL _ O O51NOLE SPAN STRUCTURAL MEMBER: GONG. SLAB r Dr20Pt' -op-. DROPPED BM. DROPPED BM. DROPPED BM. �0 5 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS FOR A/G r� ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY SOIL BEARING GAPAGITY NOTE: CONDENSER w,, - K 0 65 ABOVE INDICATED POSTS. STRUCTURAL DESIGN OF FOOTIN55 ASSUMES A ® Go 4A 3 (4A�J 3 I I 3 p;� SOIL SEARING CAPACITY OF 1.5 TONS/S.F. �' r6,• v _ ___ ___ Q o i v a �� I to BEAM POCKET (TTP.) �'Y c so ��p 3; _� p m 51 MP50N GS o r\ LU5410 0 - O I M. HANGER - ® -- -A dJ T- IL g �Q \ I �u_ dJ� A x�� N ,1Ln co � _ � V b MECH. ROOM ►--� I O m O �� - - -- T -- - -- -- -- - ui 2 > <L>�`'- ��+p�'�� <'i- civ - a o j p'\ 04 O - < �• n W.H. - -- I dJ - II 2 SIMPSON � � ----- - ----- LUS410 PROVIDE GUT IN I7 H.W.H 4 HANGER WALL FOR STAIR, Tr 7 j j SEE ® FLOOR r w I PLAN i 7O7_ D_ s PROJECT: 2 2?oE LVL I> USH BM. I ml I'-lo' - 2 ROYALTON ROW w/ SIMPSON LU5410 O" HANGER BENEATH e LOT 10 DESIGN C 12 �� STAIRS ABOVE ' - - - - I 2 5 COMPACT O MASONRY PATIO ABOVE BACKFILL IN 6" Q rn LIFTS;PROVIDE d o COX NECK ROAD 3" GONG. SLAB O+ 14 I W/STONE FINISH -410 MATT ITUCK, NY 11952 14 DRAWING TITLE: r I PROPOSED FOUNDATION PLAN 8" P. GONG. RISER WALL 2'-O" 10'-10" 2'-O" PAGE: in o� 91, m Q A-10 �Lmuo e DATE: 04/06/21 5 OF 16 r- �>,, 2 r �0-� PROPOSED FOUNDATION FLAN ------ S.F. GROSS AREA 27'-1 0 E N E F?A L O it NEW PARTIAL HEIGHT 7 EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. f. N u - uwu WHEN APPLICABLE) ; W EXISTING TO REMAIN - - ® ® -- -- - -- - - - m „ NEW FOUNDATION WALL _ uLP 1 NEW WOOD FRAME (L.G. � � II,''I i �. � �� dO Q STL. WHEN APPLICABLE) O NEW I-HR FIRE RATEDElMIN. (2) 2"x4" STRUCTURAL OJ WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPL I CABI-E) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE FIZATED RAISED MASONRY PATIO N 0 2 2B WOOD FRAME (L.G. STL. WHEN APPLICABLE) m -- - - - - --® ®--- -- ---- - -1' Z 0 m q 14'-O.. -- -, FLOOR PLAN NOTES � i � � I I--• Z DOOR NOTE: NEW LAUNDRY ROOM: 9 q 1 - - - - - i II „ 12'-0" O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP I.-Olt OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 1'o 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/51ZE OF EQUIP. RAISED MASONRY PATIO W OUT ON PLANS BY 'THERMATRU (OR EQUAL). 5.PROVIDE HOOK UPS AS REG S PER MANU. p2 5.DOOR TYPE TO SELECT Z 4.INSTALL AS PER MANU SPEC.'S ` 5.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: �o. - IL _ - r•� 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR „ „ - j N �i YTA O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4'-I 3-8 12 O 3'-SY2 -��3'--Iy2" Iq'_5' cv Z � 4 OPENINGS ' 02 4I, Z N OSTAIRS RAILING NOTE: 5.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 j NAT. LIGHT S LL _j � 8 MIN, 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN E 4 VENT NOTE: D W CU 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO L0 w T-1 NOT TO ALLOW PASSAGE: OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4 LIGHT REOV ...... 25.4 S.F. 0 = Lo 56" HIGH HANDRAIL # SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO / Q TO ALLOW PASSAGE OFA 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED �/ S� VENT REQ'D 11.1 S.F. T-IJ0 5. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID LIGHT PRO .......... 95.66 S. W , METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS WOOD FRAME STAIR: VENT PRO............. 49.11 S.F. ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. dJ O DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL W {{ 2.RAILINGS SHALL BE WOOD OR PVC. 5CR .0 U f O in MAX. LEN6TH SHALL NOT EXCEED 25 FT FROM DRYER ��� x� ( BEDROOM #I 7. - - W _ CLOSED P. GONG. STAIR:. LOCATION TO THE WALL OR ROOF TERMINATION. THE F \\r O'' GREAT ROOM Q, 292.0 S.F. �' V �g 1. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° KITCHEN li FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES %� 246.9 S.F. vs N J EXTERIOR 6RADE PAINT AS RFOV OR POWDER NOT INCLUDE THE TRANSITION DUCT. 4 COATING / O 4 Q 5.SEE FOUND. PLAN S DETA'L NEW FLUE: SMOKE DETECTOR / Go DETECTOR NOTES: bO 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO �0 D O3 EXTERIOR WALL (UL# 105 OR UL 105 HT) - INSTALL AS m# I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW NO. FR. ENCLOSURE w/ HARD WIRED TO EACH OT14ER w/ BATTERY BACKUP. 1/2" CDX PLYWOOD $ SIDING AS NOTED - "CHASE ' ,0 tee`• 2.INSTALL ALL AS PER MANU. 5PEC.'s 5ECURING ® STD. 51DE WALL" ON PAGE 6-004. �\ N - - 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (ORm IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT its 3 -4,-1"-- I '-1" FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM E 814, A57M E 84, AND UL 1479. `L`J A� , • `J = = i j OWINDOW NOTE: 5.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY o8 S' it SM/GO ,- fi O6 n WALK-IN GL. I. ALL NEW WINDOW5 S DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". q C s„ \ O5 I' 400 SERIES CASEMENT, DOUBLEHUNG, OR 6LID'IN6 B '\, 0 (AS NOTED); INSTALL AS PEER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE o� �� 777 p� 06 9 IN GA SUBSTITUTIONS SEE NOTE "OLA55 WINDOWS . PANTRY _ " , 7 VENTILATION IS NOT MET BY MEANS OF NATURAL _ O b �, 22 3 4 5� 8-O AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO � 25.6 S.F. ('BATHROOM#I WINDOWS - ALL CSMNT NNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION STRAIGHT ARM HINGE WHEN 405.5.2.5; INSTALL AS PER MANU. SPECS 2.IF DOUBLE HUNG - ALL DHL. HUNG WNDW5 TO BE TILT WASHI1 OS `> 5.ALL GLAZING WITHIN 18" OF FF To BE TEMP. 6L. NEW ATTIC ACCESS - PULL DOWN STAIR: , G , 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 550 # CAPACITY POWDER moo, ® ® i tt1 j WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. ��!y ~� ROOM �> O '* 1 4 t� 22"x30"9 27.5 S.F. EGRESS NOTE: 3..75 HR FIRE RATED II Y1 T O is - - ��` ;p OPEN TO 'z' PARLOR _ 7 � I I I IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING AIR (� ABOVE 119b S.F. - GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEC.'S CONDENSERQ' EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS b DINING ROOM1-74.5 - = NET CLEAR OPENINO........... 5.15.F. NET CLEAR HEIGHT............... 24" MINIMUM O 8" SQUARE STRUCTURAL PERMAGAST COLUMN CONDENSER 1 S.F. 1 NET CLEAR WIDTH................. 20" MINIMUM 4 .� _ - - `r 05 HALLWAY TYPICAL PLUMBING/HVAC SHAFT: r 4 _ 05 O O PRECISE LOCATION 4 51ZE TO BE P=RMINED IN FIELD MUDROOM II RHEEM 4 TON AIR CONDENSER MODEL NO. ,E, ®�s,o i� 4 3'-4y2" ® ® 07 GL. ! RA1648A.JINA (OR EQUAL) .o µ ,+ „ '' - -- - - - B O3 _ m -5-6 -- -- - !3'-5' 0 - -- > 5 ROTROGK AT FE "X" ry 2 i - n S, n in B Q AND G>={LING 4E_pE, _j I Z < GAR A ! 4 _ - z I GARAGEOI o z O �y Lu - 0 r tt M ! M i- - -- ----w ----- - - -I----i tV ----- - --- ». I 2 25 - - (-- i �b A, 9:0 RAISED MASONRY PATIO `s <y 4m Q + Q, D CATHEDRAL ABOVE 1 j_p �G� 9 12'-Ia' 9 PROJECT: z � Q ROYALTON ROW HEDULE - LOT 10 DESIGN C F I `9, O MATERIAL _ D 10'-10" 2_p TAG DESCRIPTION DOOR QUANTITY Q NOTES +> COX NECK ROAD o , 4 14'-10"- MATTITUCK NY 11952 'III IE -� � I I I 1 - I EXTERIOR o ooh Q DRAWING TITLE: -- - - - - - /� \ / " „ OI SINGLE ALL NEW WINDOWS S DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEG.s. SEE PAGE G-003 FOR NAILING S PROPOSED FIRST FLOOR PLAN 5TRAPPINO DETAILS.02 SLIDER 12' D"X7' O" FIRST FL. ,� �E - -- - -- -- --- 3 ( • () SEG FL r • _.... ._._ _... . __ ._.._ ... rt._, r . . ... - _._ - _ - ... _ .._ . . _.. W. __ �. . ... ..... , - - I (2) IIIIA -- - _ � . _ __ -__... .. _ . . ..... .. . . . .. ..._ - __..,__. .m_... ...1.1__ r.. .M ., .. • (I: •_ ___ - __-_„.w . ....... .; �,� II NINDON CHART (1) FIRST FL.03 INGLE 2 (U CELLAR r. __.. ... . .... ..__..__.._ _E..G.. R_E SS CLEARRaUGH OP ENING WINDOW DIMENSION _i ' INTERIOR - CELLAR TAG TYPE MODEL # OPENING iiNIPTH 'REOID: 20" PAGE: 0.75-HR FIRE -- I I - HEIGHT iHE16F1T REQ'D:24 - .-_�... .�: .. _ �,. . , .. . .--- .�,.. . _....... - ---_•-. RATED -- - __ - -_ ....._ _ - - ---- JI P N REQ'D• 04 SINGLE 5'-0"X-7'-O'1 I � II ,, I� � W}17TH WIDTH ^0 INTERIOR - FIRST FLOOR A - JI DOUBLE HUNG WDH2646 :2,-8,J" 'l•` 4-a 2-7 n s' u u -"_ E w DOUBLE HUNG WDH210410 3'-O " ( 5'-a " I Z-11 " 5'-0 i' 05 SINGLE 3'-O"X7'-O" 2 __....._. _. i�i`OI`'05I7FIRST FLOOR FLAN - - - -- - - - --- --- - - - - - --- - - - - - - - - ----- _- -==I " l G AWNING AW281 - 2-7 1 l I 1 --- 2-4 SINGLE [ 21-b"x7-O 2 r ,I--= - -- - _._...... . --- -- _ - _- - ATE. 04/06/21 6 OF 16 8-7 S.F. H E317ABLE SFAC 2 551 S.F. S E - - - „ " I. - -- RO�JS � SCALE: 1/4 - I -O I D „ -- 06I I --- - Ii i i I D DOUBLE HUNG WDH2852 � 2'-9 �" ) a' 4 �" f 2 10 � 5 4 � ( 5.8 I 0'7 SINGLE I I - I - - - - - - - - - - '�'-}o � �-o � 3 9 � - � II 08 POCKET 2 O X7 O 3 • � � 'I E I DOUBLE HUNG WDH38410 I -011 - IL III. .._......-_ _.- _...._- _».... .. ..._ _ _........_ F GLIDER 6636 b 0 I 3 6 �, _. . PICTURE INTERIOR SECOND FLOOR - , _ - --== 51-7 " „ 6-4 �I 09 51NOLE ij 3'-O"X7'-O" 4 1 3 = _ - h € -- I` I ,� _ - - 1-1' 1 H DOUBLE HUNG WDH18310 ►'-Ip �" ,es. �, t_p ill I'-,II,_ g„ 4'-O J" TEMPERED 11 � ` I3 II I 10 SINGLE 2'-6"X7'-O" I - I PICTURE P5540 -5'-5i„ k �EE 4'-O 5'-4 4'-0" TEMPERED - ,E II - � � ----- ----- - � -- - ie _ III ..._ -- I v �v 2-0 �I 1 1 i -- - I I-51I II �= ` t II DOUBLE 2 O X7 O 2 I i i I J AWNING- . . AR2. II��.�._�.:-.-:..--:..:___;__--------- i_ t 12 SINGLE :21-011,X11-011 K DOUBLE HUNG WDH2446 t 2-5 4-8 IIII I I � � - r 13 POCKET :21-511X-71-011 �.-r,' C� L DOUBLE HUNG W _ -- - -- - s-o ---- - ------ ---- j O F N I DH5a410 p J 3-,O 5-O 3-9 MCIRCLE OVL2030 -0 � iI 2-O" it 21-1191, TEMPERED I I OENDRAL 5NrI " IB0L <E I : <, < NEW PARTIAL HEIGHTmEXISTING TO BE DEMOLISHED WOOD FRAME (LG. 5TL. W WHEN APPLICABLE) EXISTING TO REMAIN _ W Iq'-4Y J NEW FOUNDATION WALL _ NATURAL LIGHT VENTILATION 4'-0" 12'-2Y2" NEW WOOD FRAME (L.G. - _ 5TL. WHEN APPLICABLE) (HABITABLE SPACE) m �----j NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL j ' FLOOR AREA 24T S.F. -- �- i WOOD FRAME (L.C�. 5TL. POST FOR 4 WALLS - -- _ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I % REQ. 51. PROV. J P05T FOR 6" WALLS), U.O.N. I' --_ ~ I; PROVIDE FLAT NEW 2-HR FIRE RATED LIGHTING;MIN. S% ROOF _ OF FLOOR AREA 11.5 S.P. .-w'.I ............................. _.....__.._.._...__......._..-__.._.. I WOOD FRAME (L.G�. STL. MEMBRANE VENTILATION;MIN. I :.-:..__::::rr::::.: .. :W:-; -:: s--------._..r::.... _._...._..._.......... ... ...._._._........ SLOPE WHEN APPLICABLE_) q.q S.F. 15.5E :::...._.-. ..:: ....� :.:::::....:. .......:..:_...._.. m 4% OF FLOOR AREA `� - FROM BUILDAING Z ..... ................... _.._ ._ FLOOR PLAN NOTES 12'_4Y2:, 2: _. _..._..__. ....._ __ ... NATURAL LIGHT 4 VENTILATION _ DOOR NOTE: NEW LAUNDRY ROOM: - -- - -- - - (HABITABLE SPACE) � __..__.....-..__ _.___._._._.... ...____..__ � I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP \` ` 8,, ..> .:.,~:.;: .... - 1~ NAT. LIGHT � OUT ON PLANS BY 'JELD-WE:N' (OR EQUAL). 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s VENT NOTE: W to � - 1 ..J 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED w/ SIZE OF EQUIP. FLOOR AREA IST S.F. A0 J OUT ON PLANS BY 'THERMA'fRU' (OR EQUAL). 3. PROVIDE HOOK UPS AS REQ'S PER MANU. 4 25 0 S F D � E H 4 I H LIGHT REQ'D ...... � ; z � Q 3. DOOR TYPE TO SELECT % REQ. S.F. PROV. 4.INSTALL AS PER MANU SPEC:.'s Q " �N. DRYER EXHAUST NOTE: LIGHTING;MIN. S% E VENT REQ'D......... 11.3 S.F. 3.PROVIDE (2) 2x8 HDR.,U.0. a 85.66 S.F. J 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 15.0 S.F. 20. 6 - LIGHT PRO .......... z Q' OF FLOOR AREA \, ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O' FROM ANY .��6 _ VENT PRO............. 4q.11 S.F. ZQ Z OPENINGS VENTILATION;MIN. T 5 S.F. i t.76 'Y�' O STAIR RAILING NOTE: 3. DUCT SIZE AS PER MANU. 4% OF FLOOR AREA r LL W C1J O I. ALL NEW STAIRS SHALL HAVE MAX. T-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER Lo V-i as MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - - 2. 42" HIGH GUARDRAIL B SPINDLE SPAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO BEDROOM#2 ttb r _ Ln NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM j tv tv 313.4 S.F. tv O 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO /q BEDROOM#3 m` 3 TO ALLOW PA55AOE OF A, 4" (P SPHERE EXCEED S FEET AND SHALL BE LISTED AND LABELED 24'1.6 S.F. a) 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. b 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D 1� 5M/00 WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS LIVING ROOM ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 1 255A S.F. 3 F- 1. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUGT5 SHALL NOT BE CONNECTE7, WITH SHEET-METAL 2.RAILINGS SHALL BE WOOD OR PVC. SCREWS • 1 4 W T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER II 5m/cc V CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE O , Oq D i , _ J 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 9 9 GL. 10'-5" q'-O" ry U J 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 'ryj`1, Q .„. FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 1 3 EXTERIOR GRADE PAINT AS REOV OR POWDER NOT INCLUDE THE TRANSITION DUCT. COATING 3. 5EE FOUND. PLAN d DETAIL • 3, b' 10 •�� __ " ' -' NEW FLUE: SM/Co SMOKE DETECTOR / GO DETECTOR NOTES: O 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TOIt O EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS 1 o O WALK-IN GL. to I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 3 _ 60 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEG.s - PROVIDE NEW WD. FR. ENCLOSURE w/ B._GROCM"4 3 Q .A - ».. �� 4 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4'-O" S'-O" I „, -m , I/2" COX PLYWOOD d SIDING A5 NOTED - "CHASE SECURING ® STD. 51DE WALL" ON PAGE 6-004. 2.INSTALL ALL AS PER MANU. SPEG.'s 181.8 5.t�. 3.SMOKE DETECTOR AND GAIRBON MONOXIDE DETECTOR 2.PROVIDE "ABE5G0 FP2o0 FR EXPANDING FOAM" (OR 10 ° q II IN COMPLIANCE WITH LOCAL GORE EQUAL) AT ALL PENTRATIONS AT • (x - �_, FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A5TM SM/CO 12 �' 10'-O" -q'-O" \ - E 814, ASTM E 84, AND UL 14Tq. 0�� ..p �6: -� GL. - `� WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY 'Y711O -' O I -® -_ I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". �Lp 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING „ HALLWAY b 4'-ly2" '* �•- Fn BATHROOM#2 I O (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 0 - -- SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS O VENTILATION IS NOT MET BY MEANS OF NATURAL AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO _ WINDOWS - ALL 05MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS • J - j 2.IF DOUBLE HUNG - ALL DBL.. HUNG WNDWS TO BE 11 SM/GO 10 m / OPEN T07 II TILT WASH NEW ATTIC ACCESS - PULL DOWN STAIR: GL 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. S _ _- ' � T t BELOW � 4.5EE PAGE G-003 FOR FRAMIN6 ELEMENTS AROUND O 1. MIN. 350 # CAPACITY �� . I r in ATTIC �n' ,� of m 4'-0" NI 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. �' "b HATCH ;, ....•,~e,,;•:' >:~. ;.......;r: WINDOWS (TYP. FOR ALL) U.O.N. D� �I _ _ - _._.., 22"X50 BATHROOM 3 - _______...___ EGRESS NOTE: 3..T5 HR FIRE RATED O 64.6 S.F. b' - - - II - -- I IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s - •-w; µ 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS -- EGRESS SHALL BE FOLLOWEL>: S � � 4 NET CLEAR OPENINO........... 5.1 S.F. _._._...._..... NET CLEAR HEIGHT............... 24" MINIMUM �o,, O S" SQUARE STRUCTURAL PERMACAST COLUMN NET CLEAR WIDTH................. 20" MINIMUM � `-' INSULATED LAUNDRY DOOR ROOM TYPICAL PLUMBING/HVAC SHAFT: 10 32.5 S.F. PRECISE LOCATION 3 SIZE TO BE DETERMINED IN FIELD Oq s, RHEEM 4 TON AIR CONDENSER MODEL NO. �ob'-T"�' 6'-T" II RAI648AJINA (OR EQUAL) BONUS ROOM e� 358.5 S.F. 0'� N f` . \ S, 13' 2 UNHEATED ��' 0 z I I UNFINISHED O � 4 ALUMINUM ROOFING Q Q - >� L > -- ---- - w K 41 l- ip PROJECT: 0�3,, �6, 9, ,/ 4 V 0 DOOR SGHEI7ULE �•� `�' R YALTO iV ROW d LOT 10 DESIGN C I MATERIAL _ I \ Q TAG DESCRIPTION DOOR QUANTITY NOTES /X COX NECK ROAD �I D MATTITUCK, NY 11952 Ark -a - w _...... . . ._ �- EXTERIOR ALL NEW WINDOWS DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR iNAILING 4 DRAWING 5TRAPPING DETAILS. PROPOSED SECOND FLOOR PLAN OI SINGLE 3 OXT-O _ I •._..__I I - _ -- WINIDOW CHART FIRST ----- -- = I _ (1))SEC. FL L RDUtN OPENING > 'j WINDOW DIMENSION EGRESS 02 SLIDER 12'-O"X71'-O" 3 • l • G SECOND I FLAN CLEAR (I) FIRST FL. FROFOSE7) SECOI D FLOOR FLAK # OPENING _ TAG TYPE MODEL 03 SINGLE 3 O XT O 2 s • „ I! � GEL WIDTH . _..._.. _! -II' - - ---- - -- - REQ D• 20 _... - (I) LAR SCALE: 1/4" = 1'-O" €_. T ._ . ,- •_- _ WIDTH HEIGHT HEIGHT REQ'D:24" WIDTH I( OPEN REQ'D_ 5.T S.F. - -_ 1, 62 S.F. HBITBL Sfi�,�G , 2,20 S.F. fi�OSSR IM.- .: W _W HEIGHT �I PAGE: .'... . t_ I, -- I-- -=-11 °;IIS, �_ __. ;' ; INTERIOR CELLAR I� 'I Et I A DOUBLE HUNG ! WDH2646 2'-5 ); 4 S 2-7 4'_5 " SINGLE RATED _..-:- _: .:,. ---_ --: _ - - 04 - FIRE - 1 -_ -- - - - . . . J„ t J" 2--I I „ 5_O �„ 1 .......�........ •..... ............... .__._..._.. ......,..... ..._.. . ._. DOUBLE HUNG WDH210410 3-O i 5-0 1 INTERIOR FIRST FLOOR ' B3 0 _._. _. ... ...... it G AWNING AW2£312'--7 - - - u i u 2 IF-- --__--_- 05 SINGLE 3-O XT-O '- . Ft 1 ?_ �I 2. 4 DOUBLE HUNG WDH2852 ' :._.. �-_ ._. V-4 V J -u j 2 10 �I 5-4 J -- 5.8 - _ i - ll DATE: 04/06/21 7 OF 16 - E DOUBLE HUNG WDH38410 5'-10 �5 ...: :: :• ...! 5,-0 L `"1.55 O6 SINGLE f 2-b X7-O 2 F GLIDER 6636 b-0 3-6 5-I I j 3-5 OT- ,I- SINGLE I 2-O XT-O 1 II� 08 ! POCKET I :21-0"X-1-O' 3 ..1'..-.._ _ =•r•- _--�� �� _ e 6-4 i) PICTURE WPW5662 5 '7 I I _ r i I �`,✓0.'4s" `g„� A is t.-s �.„w „ _, ry n �:_O TEMPERED VN`a`�..- .?6! I cN �I DOUBLE HUNG It3l10 I-10 I} 4( 0 J t I - J °` ' INTERIOR - COD 00 I H �`. ,j o 1 -- ---I'- PICTURE P55405'-4 Oq - - - - - -- - - 4 - 4'-0" it TEMPERED ° -- - -- ll < SINGLE 3 OXT-O 4 • I 5_5 _O � 5' �} �" 10 - SINGLE - - - - - - -- ---- - t I, 2 6 XT O II 3 ♦ � iE � I � _o -- - ---- fi: ' J AWNING AR21 ! I,I I. I I DOUBLE I 2'-O„�_O 2 E „ '. µ „ �; „ l �3 7 L _ _ - - - _ -5 -8 �T -- K DOUBLE H NG WDH2446 2--6 4-5 2 4 - - i ; 3'-IO „ 5-O 3-q I 5'-c J- I ---- - - O F ��� ' - -12-- - - 51NOLE --2-O x-1-O III I --L- - - DOUBLE HUNG WDH35410 uv.- v 1M -- --�.1- ------CIRCLE OVL:2C - -- --- - - --- - 3--0-- - -I. t-0 1_ 2'-0" ---O u J I Z-11 --- - -- TEMPERED POCKET (L ELEVATION NOTES 0 OROOFING: W I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING 51NGLE5,COLOR 8 STYLE TBA (OR J ° EQUAL) (MIN 50 YR. WARRANTY) O2 ROOFING: I. SEE NOTE ® SECTION Q 2. STANDING SEAM METAL ROOF, COLOR d STYLE TBA (OR EQUAL) I. Q J ' SIDING. TOP RIDGE HEIGHT 11-1 __ .................__1111._ _. 1111 1 111._..._.......___.......__....... 1111. _.. .......1111_ ......... 1111.._10 , 1111_-__1111.__ 1111.__.�. 1111.._. ------------ - 1111._..._._1.....11..._.1_.-_......._ 1111.._. J 3 . _......._--- _ 1111 I 1111.1111_«.............._.. 1111..1111...._1111_..,_.._.....___._..._.._.._....... N _ .. . ................._.... ___....._....�.�._...._ ___ - _ _______._..._._1111.. ...___.._........__.._. ..._........ ............_. 1111. .._ 1111 EGTIO .... ........................................ _.._...................................... _......... .._......... ..._.._............_ __.._,.____..._________.�1111_-::--�-:��__ I. SEE NOTE ® 5 1111., _. ,._ _._.m.___....__.... 11: 0— ELEVATION NOTES OI ROOFING: W I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING 51NOL.ES, COLOR d 57YLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) a OROOFING: 2 I. SEE NOTE ® SECTION I I 2. STANDING SEAM METAL ROOF, COLOR k STYLE TBA TOP RIDGE HEIGHT COR EQUAL) --------------- ELEV. +30.4' -- SIDING: O I. SEE NOTE ® SECTION I - - - - 2. LAP CEMENT 501 COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - 0 . CL O SIDING: _ _ I. SEE NOTE ® SECTION z 2. 4'x8' PANELS, COLOR d STYLE TBA (OR EQUAL) (MIN 2 - - -- - - - 30 YR. WARRANTY) O 95" SQUARE 5TRUCTURAL PERMAOA5T COLUMN _ � a a - E -- -- - - - - - W I - - > i x x x ...- - d 3 e § ' a P .. ..._. _.,. .. ........ ............... ... ... ...... ......._.........................,..... ............................................,..._..... ...,.. ,..._,«_.,,.._.._..,__.__._..__ - _ _ - .__ '-'_ _ - - _ -____—_--__- _-_ ___ 00 > O SECONDFLOOR CLO. HGT, „ ._ .. _,.,_„_««„_.,,.__„«,,,,,,,„,,,,,_.,._____...,__,,,___,__ «___,.,.._,_«_— ___ — _ - . ---_----_--__---__ ELEV. +21.0' z 'r'I _ — z IL LL: . I II W z H T.4 0 1 I O -- 10 : I E 'I I E I iI SECOND FLOORLu = ---------- r+ 2 =1 ELEV. +12.0 O _ _____....._..._..... ...... _ _. ..__..»...............« ._........ . Lu s 10 li j: I ..... .... ... ._... g i (V I S x \ „ i z F E x i x i x I:E FIRST FLOOR CEILING HEIGHT ELEV. +IO.ci' I II _ ......_._... .,...._.__,,,___.,_.______,______,__.___ I is I _ ....m II ' I _. ~ - [: i Illi ' — - - �.... _,,,,,,,,,,,,,,,,,,,, _«.. _._«�«,... _...._..._._..,,....,,..«....,.......,._._. __ ...,.,...«.�.,«,...., _ ..........._... ,.. I -_—.__ � • t. I T1 � I I I' E _,.__..__..,, _ _____w__.._..,...,...,..,____._..._.____—_,,._.,___._..._._,.__. __._.._ .. ..,._.,,,_..___,_....___ .__..,_._.._,. I B _ I B II I B ''I `��,` .t ��,• I I I FIRST FLOOR I _ II ELEV. +1.9' - ` „ TL itF_ ........—-—---—- BA5EL I NE - - ELEV. +0.0' I ; I 5GALE: 1/4” = 1'-0" I I I 11 I i II I I I II I I . /OI w I I I i _. I 12 —«___, ,_, I I I ._.....,_...... I w I �.5., i _..........,_,, __.,........ __ -- - - ...-- ---- - —- - - - —---- -- u, r,.,. , _.r,,,,,_..,,:...,,,,,,. _ _..,,,.,,,,, __,____,_,,,,,,,,,,,,,,__, _____.,,._,_.,«_..,_« w __ � D _....a.....ate .W r...........m. ...� . .........................�..—,_-,............�.a..«.......:;:.r..:::.c __b_.a.,.a....._..... ......_...._..:__..._.., ._....,.,,_„_„__,,._I III ..... _ _ ............ .�I. O4 .....__ . ... .__ ....,....._._._..._..�._, I _ . _ ,....._._.___..«_...,,.,.«_«. '_..__.._•,_,__I1= _E_ ,_.-... DPROJECT: w _ _ ROYOG AXFTILNTf 'T• L'E -eFEC°"O : K�VI ROROW W _ CLOT � 0 DE�IG_ MATTITUCK NY 11952 ,,,,,, _,,_ _ __......_...,,__ PROPOSED EXTERIOR ELEVATIONS F.F. F.F. .,,,,,,,,._.,.,,,., _„_„__ ......_.,,,.,,,.,._..__._, ------ -- ------- __,.___„_------- _ ,__ «««,,_„___.,,_,---- ._,_„-,__ ..__....... _,_«,«, � _. _ ._..«._„_«_., PAGE:...,_............__ _ ._.,,...,..,_,,..._ _ ..................__ 0(0) DATE: 04/06/21 9 OF 16 .................. .......... ... IF .............. ...... ...... ---------- .......---------------- ............................. .................. -------------------....... .................. -----------­------- ........... ................... ............ SOUTHEAST ELEVATION (LEFT SIDE) 50ALE: 1/4” = 1'-0” AS BU I LD I NC 51=GTI ON NOTES I CONNECTION 'A' PER PAGE G-0035 n' TOP_RIDG_E HEIGHT NEW RIDGE Q ONEW ROOFING NOTE (TY".): ELEV. +30.4' 12 W O I. INSTALL NEW ASPHALT ROOFING 5HINOLES 0 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AN7 AT VALLEYS W J OVER - 5.INSTALL 15 # BUILOINO FELT N.O.N) OVER a 4.1/2" COX PLYWOOD 514EATHINS (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER F:IDOE d HIPS (A5 REGO) 6.PROVIDE RIDGE VENT(AS REOD) FR O -f. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO D 1. INSTALL ALL AS PER MANU. 5PEG.'s ...................._ ......... ...... TYPICAL ROOF 4 CEILING CONSTRUCTION: [...._.........._.._... CONNECTION 'BI' A5 O • NEW ROOFING AS NOTED ... .. • 1/2" COX PLYWD SHEATHING (BLOCKINO ® ALL PER PAGE 0-005 "j. PLYWD SEAMS) EW R.R. TO G.J. z • R.R., G.J., 8 G.T. A5 NOTED ON PLANS (® SPANS G.J. AS PER PLANS �R, 4 Z OVER 5' INSTALL "X" BRIDGING ® CENTER OF _ S pF O_ SPAN, U.O.N) • MIN. OF R-4q SPRAY FOAM INSULATION OR SECOND FLOOR GLC. HGT. I BATT INSULATION ELEV. +21.0' --_ - z ¢ ; I TYPICAL EXTERIOR yALL CONSTRUCTION 7YP. : Lu • UPON "7T,/EK" HOUSE WRAP (OR EQUAL) — O I' O ! O — - —--- -—~ - - - - - - -- O • UPON 1/2" COX PLYWD. SHEATHING (BLOGKINO ® ALL 00 PLYWD SEAMS) = BATHROOM #2 W.I.G. BEDROOM #2 Q = > O • 2 xb STUDS ® I6 O.C.. w/DSL. TOP PLATE Z � N • 2" SPRAY FOAM INSULATION (® R='7/INCH) w/R-13 BATT INSULATION (R-2-f TOTAL) _J O • 5/5" GYPSUM BD. WALL FINISH _ 5EGOND FLOOR ;'. 12 PROVIDE (2) SLEEPERS AT Q Z NEW SIDING NOTE (TYP.)_ ---------- _...._............................. ........................................................................_..__....... ":12 PITCH;PROVIDE EPDM N ELEV. +12.0 —� _._........._.._.......__..........._........_........_........_......"_. _..._.._......_. ? O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL0 % _� ,...._._.__........._._............"...._.......... .... _........_.........-_................._... .. MEMBRANE LLL:. J LAP51DIN6 d VERTICAL BOARD d BATTEN �_ p I __..--__..................._......_......................_.......................__..._... .................._ ......_.__._..._......__.......__......... �� FLAT ROOF W Cfl - _._ .__.____....._:......................._. . ................... . ........... .............._...... ._....... . ABOVE SLEEPERS. 51 DING ._-_..._....�... .......... ......___. I ¢�-'� � Ix T4 2.'TYVEK' HOUSE WRAF (OR EQUAL) NLo .............. .......... .... .. .... ... 5.INSTALL ALL AS PER MANU. SPEC.s _ _ - -_....._ _ _ ....__ _ _ _. _...........................__......... F.J. AS PER PLANS 4.PROVIDE ALL NECESSARY TRIM FOR r-I J O PROPER INSTALLATION __...__.._._..................._..."_........ , 5. 51MINO SHALL EXTEND TO TOP OF 7 W FOUNDATION WALL FIRST FLOOR CEILING HEIGHT ELEV. +l ---------- ................____.... _._._.._...._........................ ...........-__... _..._.. ...".............. H NEW 4" THK. P. GONG. 51-AB w/6"xb"-10/IO W.W.M. _._........__.................. __"_. REINFORCEMENT AS PER DETAIL - r - I W PARLOR W.I.G. BEDROOM #1 Q ~ J OTYPICAL FLOOP, 0 NEW FLOOR J015T OAS NOTED TONNPLAN .. .,_^_. ...................... • 3/4" COX PLYWD T40 SHEATHING (BLOCKING ® ALL T Q PLYWD SEAMS) • F.J. A5 NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIP61NO 0 CENTER OF SPAN, U.O.N.) FIRST FLOOR • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 3" ELEV. +I.a' _�� -.-.. --.- .---.....__...._.____.___......_............................................: +H SPRAY FOAM INSULATION (R=-1/INCH) AT RIM JOIST " I' �__ --------------- -- , r f I F.-J. A5 PER PA ' TYPICAL LEDGER BCARD FOR RRG J. D.J.: -CTINGI. (U 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSEBASEL I NE - ---- r.............w. JOISTS, SECURED w/(2) 5/8" m ELEV. +O.O 1 x 5" LONG H.D. GAL. I I I -i I I — EQUALLLAO )AT G JLTS a ✓D. OR H.D. OALV. H2.5A RAFTER TIES AT 2. INSTALL H.D. OALV. .JOIST HANGERS BY '51MPSON' (OR R.R. I I I I I I ! 5. SEE NOTED DETAIL I I I BASEMENT I 8 1.5"x5.5" LVL STUD FRAMING AT DOUBLE-STORY I I I I O UNHEATED PROVIDE BACKFILL ' O I I I I UNFINISHED I � COMPACTED IN b" LIFTS FOYER WALLS d 3 THK. GONG. SLAB H/STONE FIN15H { I i I I IF 7 7 7A-40I — _ — A-401 — J L_ SECTION A /A-SOI � I II SCALE: 1/4" = 1'-0" I i I 1 I I I I I ! II CONNECTION 'A' A5 PER PAGE 0-003_ NEW RIDGE 12 N '1 Z , R.R. AS PER PLANS W� I I QR�S 0 L) _- NSLu _...............___ _........____.....__.._.._..__.._._..__._.._ 2 I' I Wuj. _ .........._............ i I G.J. AS PER PLANS PROJECT: I { I III ROYALTON ROW K K K O -- -- - - - - LOT--- 0 0 DESIGN 0 I - I „II I ----- b HAL_WAY LIVING ROOM O - - ---- - -- - - - --- - -- CONNECTION 'GI' AS PER PAGE 0-005 COX NECK ROAD NEW STUD TO nn R.R. AS PER PLANS �� FLOOR A55EMBLY MATTI 1T UCK, NY 11952 : I I '4S __._...._......... ...___._..._---_.----.___.._..___.__.._____....._..__......_. 1 F.J. AS PER PLANS Al — — —� DRAWING TITLE: _.._....._......__.__._......................._......._...--.____ tis BUILDING SECTIONS I �..._,.._I_....... {I..__" ..._.._......._._„......._„........ .._ _...__...__ ._^_.... _l.__.._._..........-__.......... FOYER 'I - ___._.___..__.___._._.__.____._ CREAT ROOM i�lll ° I Q I PAGE: I lid E 19 A-6ulmu- w .........................................-----_------------ I I I I ! I ......................... ..._........................_......_.._.. ....... I — , 1- 1 A-401 ,3 ..._....._I ,__ ._... BASEMENT O r BACKFILL COMPACT I I � I UNHEATED ... - ,. .: C` EVERY 6". PROVIDE UNFINISHED 3" GONG. SLAB W/ I I P'- STONE FINISH I I r 1, a, A-401 SEOT I ON B /A-501 IA-401 �.t SCALE: 14" = I'-O" CL BUILDINO eECTION NOTES TOP RIDGE: HEIGHT NEW ROOFING NOTE (TY ELEV. +30.4' Lu --------------- - _ I. INSTALL NEW ASPHALT ROOFING SHINGLES Lu 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO J 24" FROM IN51DE FA(;E OF STUD WALL AND AT VALLEYS OVER 3.INSTALL 15 # BUILDINO FELT (U.O.NJ OVER 4.1/2" GPX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q 5. GAP SHINGLE OVER RIDGE d HIPS (AS REG'D) - b.PROVIDE RID5E VENT(AS REaV) - 7. FLASH ALL VALLEYS O B.INSTALL DRIP EDGE A5 REaV 12 = J 41. INSTALL ALL AS PER MANU. 5PEG.'s �� r R.R. AS PER PLANS ~ OTYPICAL ROOF 4 CEILING GONSTRUGTION: 2 -_- �NEW G.T. AS PER PLANS ROOFING A5 NOTED O • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL --- -__- - PLYWD SEAMS) �. __- _ Z • R.R., G.J., 8 G.T. AS NOTED ON PLANS (® SPANS - - - -�` - — O OVER V INSTALL "X" BRIDGING 0 CENTER OF _ SPAN, U.O.N) SECOND FLOOR CLO. HgT� QyPr� INSULATED DOOR � Q y 0 • MIN. OF R-4a SPRAY' FOAM INSULATION OR R-49 BATT INSULATION ELEV. +21.0' et�� Lu O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O UPON "TYVEK" HOUSE: WRAP (OR EQUAL) O - W • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL 2 BONUS ROOM I I v _J oo J � O �' >PLYWD SEAMS) UNHEATED/UNFINI5HED � O i 2" or,. � O • x6" STUDS ® Ib" OG . . wz /DBL. TOP PLATE z ' i • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-13 BATT INSULATION (R••27 TOTAL) O m O • 5/8" GYPSUM BD. WALL FINISH - - SECOND FLOOR =ry N Z >: 4 NEW SIDING NOTE (TYPJ_ ELEV. +12.0' —� m m - Q z O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL - N LAP SIDING $ VERT11'AL BOARD $ BATTEN �- m- ----- Ll SIDING W CD _ F.J. AS PER PLANS li) u USE WRAI OR EQUAL � " " " " " " " 2. TYVEK HO ( ) � � _ � 3.INSTALL ALL AS PER MANU. 5PEC.'s - - 4.PROVIDE ALL NECESSARY TRIM FOR 3 - PROPER INSTALLATION b O 5. SIDING SHALL EXTEND TO TOP OF FIRST FLOOR CEILING HEIGHT - --- L1J FOUNDATION WALL ELEV. +10.9' --- - ----- H O NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. U REINFORCEMENT AS PER DETAIL O Lu 0 o MUDROOM 2 GAR = J OTYPICAL FLOOR GONSTRUGTION: • NEW FLOOR JOIST A5 NOTED ON PLAN GARAGE � • 3/4" GDX PLYWD TGG 5HEATHING (BLOCKING ® ALL -- PLYWD SEAMS) 4 • F.J. AS NOTED ON PLANS (® SPANS OVER 8FIRST FLOOR INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) -----------\ _- ' • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" ELEV. +1.9 - --.-- SPRAY FOAM INSULATION (R=7/INCH) AT RIM J015T -- - _ _ F.J. AS PER PLANS TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: o BASELINE � � F - - - - M O I. (1) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTERSECTINGELEV. +O.O' JOISTS, SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. lqp LAG BOLTS ® Ib" O.C. I I 2. INSTALL H.D. SALV. JOIST HANGERS BY 'SIMP5ON' (OR , 5 EQUAL) AT G.J./D.J., OR H.D. OALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL - I BASEMENT = 10 ° UNHEATED A-401 — — J O1.5"x5.5" LVL STUD FRAMING AT DOUBLE-STORY I I UNFINISHED FOYER WALLS s i , I � I SECT 101 G /A-302 SCALE: 1/4" = 1'-O" I ' I i I HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Z SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'5; w PLANS AND NOT PROJECTING MORE THAN 4y2" INTO 2 STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT 0 1 PITCHED METAL U 1 JOIST HANGER BY —1— --} - --- J',— --� - - --- — SIMP50N' OR EQUAL NOTE: w F I R5T F I N i SITYD FLOOR I. IF FINISH MASONRY USED (SUCH AS w/6xbOOG SWwM BLUESTONE) - MASON TO ADJUST HGHT OF LANDING AS REaV TO I" UPON COMPACTED ACCOUNT FOR FINISH MASONRY Ail (TYPa FILL Q I i ,i 2. ALL HORZ.%RFAGE5 SHALL BE PITCHED GRADE lye" MIN. SPACE BETWEEN ® 1:48 AWAY FROM BUILDING REBAR BENT TO _ `WALL AND HANDRAIL e =_=_____� !/ 3. FOR SLABS ABUTTING FRAMING, INSTALL SLAB A5 SHOWN �.-�-_---______ PROJECT: COPPER FLA5HIN6 FROM 12" ABOVE AND i 5/4" PINE RISER ADJACENT TO 5LAB, BED ALL FLA5HIN6 IN ASPHALTIC MASTIC i 5/,4" PINE TREAD 5TANDARDS FOR ORIPPABLE HAND RAIL ROYALTON ROW — , SCALE: NTS (1) #4 REBAR ® EA. c ,y . �' ti LOT 10 DESIGN C a„ CROSS SEGTION STEP;3 GVR ® ENDS L�y MIN. z W HANDRAIL 1" ROUNDED NOSING D CLEARANCE CIRCULAR NON-CIRCULAR X41 w/y4" RADIUS (NOT INCLUDED INtu 10" G COX NECK ROAD TREAD DIMENSION) MIN. COMPACTED MATTITUCK NY 11952 LANDING i z f (Y2" V4"-2`, PERI �4" m 4 ' z 0 , i, #4 REBAR ® IO" MIN. METER MAX. 4" P. GONG.SLAB w/ 2"x4" r� ,, � I- N b"xb"-10/10 W.W.M. KEYWAY O.G. (MIN. 3) DRAWING TITLE: -- - -.z UPON GOMPACTE7 FILL •, ����i O O O4" DRAIN CONNECTED �i,�i m BUILDING SECTIONS v TO EXIST.MAIN LINE �ii� F- tu DESIGN DETAILS O o `''/ cL�''ti NOTE: JU ------v juJ---------- � �` ALL P. ii �,�Q SHALL BE NG. ... #4 REBAR CONT. ® 10" O.G. (MIN. 3) iJ V 4,000 P51 (MIN) (3) 2"x12" STRINGERS ® w/ R-21 (I) #4 REBAR GOVT. 1 PAGE: INSULATION, IF UNDERSIDE 15 PAGING #5 BENT REBAR ® 12" O.G. II 5TORASE/NON-HABITAL SPACE8" THK. P. GONG. WALL II ' AMP& 10W& Iul (I) #4 REBAR CONT. STC)RAOE UNDER 142" GYP. BD. J'Al (WHEN A AFL I C ALBS) P. GONG. FOOTING AS PER DETAIL 10/A-401 DATE: 04/06/21 11 OF 16 TREATED 2"x12" SILL FOR CONTACTB LO1�1 C RADS MASO�iRY STAIR DETAIL w/GONG. (IF APPLICABLE) BASEMENT A-302.0 = SCALE. 3/4 P-0" N tij OFN INTERIOR NOOD STAL ,4-302.0 SCALE: 3/4" = I'-O" TYP. ROOFING (SEE SECTION NOTES) PROVIDE 3" (MIN) GONG. COVER 0- OF OF ALL REBAR WITHIN P. GONG. Q TYP. ROOF CONSTRUCTION FOUND. WALLS b P. GONG. FT6'5. PROVIDE STRAPPING 4 NAILING p (SEE SECTION NOTES) AS PER CONNECTION 'D' IN - 8 I (4) 3/8" H.D.G. LAC 'SIMPSON' H2.5A p.5 � P�-�N PROVIDE BETWEEN GAVITIIES REQUIREMENTS'FOR APING J SHEAR, 4 LATERAL RESISTANCE" BOLTS (PREDRILLED) RAFTER TIE ��' ' PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. Q }, FLOOR SYSTEM A5 (WHEN APPLICABLE) NOTED ON PLAN \ `j / \ FLOOR SYSTEM A5 NEW (2) 2 xb" P.T. SILL PLATES NEW STL. GAP PL. JO - I UPON SILL SEAL UPON COPPER WOR FLOOR WOOD BEAM I NOTED ON PLAN B' WELDED TO CTERMITE SHIELDOL.;SEE AS NOTED ON PLAN \ I GAP PL. DETAILS ' _ G.J. AS PER PLAN NEW 3-I/2 O.D. 50H 40 � FASCIA BOARD NEW 5/8"0 HOOKED ANCHOR NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. 3/8" THK. PL. " BOLTS o 3a" O.G. w/3" 5QUARE ' WELDED TO COL.;SEE (ASTM AI23) AS PER ( II 3/S" THK. H.D. WASHER E ENDNUT 0- BASE BASE PL. DETAILS FOR FOUND. PLAN BY SIMS /4 GAL\/. PL. >" BOLTING STEEL (OR EQUAL) I��II BEAM AS PER PLAN '� 1 -OZ NEW 4" P. r- _ PROVIDE GOLD JOINT GONG. SLAB GAP PLATE 'A' 1 L AT GONG. SEAMS (TYP) "SIMPSON" PG64 LU526 FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE SIMPSON" BG52 2/4(FOR 3 PLY BM) NEW ��SIMPSON��GALVANIZED JOIST I' Q I I L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (FOR 2 PLY BM) HANGER GRADE 00J — � a 4" GRAVEL BASE W f /F`NEW 3 #5 HOR. 11 O Z 3 1 HOR. REBAR(REBAR UPON (3) #5 ( I •' 6 TOTAL) 8 _ Z >: d, NEW 24"x24"xl2" _ ( E ! -----!` " ' ._._..._....__ , (4) 3/8 H.D.C. LAG DEEP P. GONG. PAD i I , . __..__ _. Z N FTG. (MIN. 4,000 P51) ___...__._�...--:>•>•::. :....: -...._.__..._ -' COMPACTED FILL BOLTS (PREDRILLED) Ix al � #6 HOOKED VERT. il' � � � � / GOLUMNSPFRMACAAS REBAR ® 24" O.G.JA 8.STEEL. COL.. 24 x24 x12 FOOTINO I7F_TAIL `\ PER PLAN OJA-401.00 SCALE: 3/4" = 1'-O" l I �(� 1 I < w I _ - 0 "SIMPSON" THK. PL. I II OST BASE PER II - I ! F= V �q 3/8 THK. H.D. I 1 .. _._._... _._._. 2 _I PAST SIZE II� # GAL\/. PL. < 1'. /2 € FINISHED STONE P. GONG. FOUND. WALL II --•z_-- I. . FLOOR SYSTEM AS GAP PLATE B (MIN. 4,000 P51) NOTED ON PLAN I I - FOR CONNECTION OF 57L. COL. TO (5) 1-5/4" WIDE 4" GONG. SLAB NEW 5TL. GAf' PL. 'B' FLOOR WOOD BEAM LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE 1 I # " ` "r • DIMENSIONAL LUMBER OR 5.25 WIDE PSL #4 HOR. CONT. REBAR ® WELDED TO COL.;SEE AS NOTED ON PLAN ail GAP PL. DETAILS TOP, MIDDLE THIRDS, d BOTTOM OF WALL (4 TOTAL) NEW 3-1/2" O.D. 50H 40 NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER I BASE PL. DETAILS FOR FOUND. PLAN BY SIMS �4 GRADE BACKFILL P. GONG, CONT. FTG. ESOLTIN6 STEEL (OR EQUAL) OMPACTED (MIN. 4,000 PSI) exp II NEW 4" P. ,1- I ! PROVIDE GOLD JOINT _ (4) 3/8 H.D.G. LAG EVERY b" 1 (3) #5 HOR. CONT. REBAR GONG. SLAB I _ AT GONG. SEAMS (TYP.) (� I O II BOLT5 (PREDRILLED) 4" P. GONG. SLAB al _ EXTEND FOUND. WALL b FTG. AT , I COL. PER FOUND. PLAN;PROVIDE a a a t 11 I -- _ - - - ADDITIONAL (2) #5 VERT REBAR IN GONG. WALL BENEATH COLUMN ;•, 1 _ O ...__...... 6 MIL POLY I I �. � _ � _... MOISTURE RETARDER I ._. I ' 4" GRAVEL BASE `'====r---'-=-- LEAN COMPACTED FILL I\\ — PRv GGL BA5E1 __..... I COMPACT FILL -0" I - ( 3/8 THK. PL. P. GONG. FOUND. WALL 8 FTG AS ( NEW 30"x30"x18" i ._..._...._� NEW (4) #5 HOR. _ _..._ DEEP P. GONG. PADS ( PER DETAIL 10/A-401 __..._.._.:..__.z.____i.._�_.__.:.__._'__.s FTG. (MIN. 4,000 P51,) -____- ( i / REBAR UPON (4) #5 E HOR. REBAR (8 TOTAL) :.._:._e...__.._........_......_.._..__.... I��I� I�4 3/8" THK. GAL\/. PL. II II II GAP PLATE 'G' .00 C.OYERED FORCt� DETAIL. � FOUNDATION V4AL L DETAIL. ' 8 STEEL. COL.. � 50 x50 x 18 FOOTI NO DETA I L FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE SCALE: 3/4" = I'-O" A-401.00 - il A-401.00 L\/L LUMBER 4 (3) 1-3/4" WIDE L\/L LUMBER SCALE: 3/4 - I O SCALE: 3/4" = I'-O" I I I #5 REBAR (TYP) 2'-0" LAP (TYP) PROVIDE 3" (MIN.) GONG. COVER OF ALL REBAR WITHIN P. GONG,01 tq 10 —C/ FOUND. WALL5 d P. GONG. FT6'5. PROVIDE STRAPPING b NAILING Z �n II n ------i— i --------- N uj "aS PER CONNECTION 'r,>'TYPI ALNAILINO/TRAPIPING 1 '01 /2 I REQUIREMENTS FOR UPLIFT, O ONEPA6E G-003 a EAL RA. STUD. U--+ -- '- — - -I FLOOR NOTED ON PLAN �4 — -4-4-4I I ———————— w II -LC - -- ---- --- ------- -- - - --- ----- P.T SILL PLATE UPON ILL EAL NEW 5TL. GAP PL. 'G' FLOOR WOOD BEAM 3-1/2" O.D. SGH. 40 HOT —I'——————— 4" P. GONG. SLAB TERMNEN ITE 5H ELD UPON COPPER AS NOTED ON PLAN I w WELDED TO COL.;SEE DIP GAL\/. 57L. COL. I, I, b'xb"-10x10 W.W.M. BETWEEN GAP PL. DETAILS NEW 3-1/2" O.D. SGH 40 (ASTM AI23) A5 PER II CENTER E UPPER � OF SLAB p HOT DIP 6ALV. STL. COL. _ = PLAN WELDED TO PL. I' I I SECURED IN PLACE DURIN6 POUR NEW 5/5"0 HOOKED ANCHOR NEW BASE PLATE 'B' (ASTM AI23) AS PER (� 1(� I I' II " FOUND. PLAN BY SIMS �� 8"x8"X3/8" THK. 6 MIL POLY BOLTS ® 3Q' O.G. w/3 SQUARE WELDED TO COL.;SEE A- I I I I' #5 BENT MOISTURE RETARDER WASHER a ENDNUT PROJECT: BASE PL. DETAILS FOR STEEL (OR EQUAL) 5TL. BASE PL. p I I I REBAR (TYP) , id OYA LTO N VV BOLTING NEW 4" P. 1-(4) 1/2" HOOKED ANCHOR i i i a a �1Ij\\ r 7- PROVIDE GOLD JOINT GONG. SLAB BOLTS EMBEDDED INTO ..; ,: I G AT GONG. SEAMS (TYP) it r' 1 FOOTING MIN. 4 W/ OVERSIZED I I I -. ~..n ' �.< ,; ,, < { �� '..A �;� \ ���..c..�._t\,.."`t" t'�a``� ' '..�.:�-�..?t_�._ ��t,��s;`z',yt ,�a ,II. ! GRADE T 10 DESIGN C WASHER AND END NUT SETUP I I I ' I 11 '` III ' 4" GRAVEL BASE ; _..__......__. g _.. I HOOKED VERT REBAR ® 48 O.C. - - - - -- I I i #4 _ } � ; — — F====-i--- s #4 HOR GOVT REBAR ® TOP a 'A' BOTTOM OF WALL ( TOTAL) - i BASE PLATE 2 L) I _ COX NECK ROA® 4" &RAVEL BASE _.___ 1 _..__....__ MATTITUCK, NY 11952 P. CONIC. FOUND. WAL GOMPAGTED FILL I __ ONG L Ila F----,`-- - — jJ ' 'T' GONNEGTI ON (MIN. 4,aov PsU NEW 48"x45"x24" --- --f-----�----- 1(,) ROWS OF (5) #5 HOR. I P. GONG. CONT. FTG. DEEP P. GONG. PAD t.._....._.....__....... `:f2EBAR UPON (5) #5 HOR. { IN. 4,000 PSI) TITLE: FT&. (MIN. 4,000 P51) { I -E'- 'REBAR TOP d BOTTOM (10 21 01 -.-.._._..._._.. I ( ) ( TOP 8 10 BOTTOM TOTAL) - LAP 3 #5 HOR. CONT. REBAR —` DESIGN DETAILS ua , . , 1 i ————————— EEE I 4I, L a _. I .................mow-......... ( i .........__._._Y.._.—.... j c• i , ..... PROV# GLEAN /4 —————————— I �- I COMPACT FILL 2'-O" 1 OF ALL REBAR WITHIN P. GONG. t—— —— ' -------- ' PAGE. PROVIDE 3 (MIN.) GONG. COVER FOUND. WALLS 8 P. GONG. FTG'S. 5-1/2" O.D. 5GH. 40 HOT I I ow DIP GAL\/. STL. COL. I II — ISIR ffm (ASTM AI23) AS PER ------- --rt--�— rt ■ STEEL. COL.. � 48"x4a "x24" FOOTI NO DETAIL �� PLAN WELDED TO PL. I' III, I I o FOUNDATION NAL_L. DETAIL. In 8x8 x3/8 THK. #5 REBAR (TYP) IL A-401.00 SCALE: 3/4" = 1'-0" \ STL. BASE PL. I (, I FA-401.001SGALE:',..3/4" = I'-O" DATE: 04/06/21 \I� 12 OF 16 5 BENT 1(4) 1/2" HOOKED ANCHOR REBAR (TYP) BOLTS EMBEDDED INTO I I FOOTING MIN. 4" W OVERSIZED WASHER AND END NUT SETUP ' , BASE PLATE 'B' I .- . F CORNER CONNECTION ;;� � STEEL. COL.. GAi� 4 BASS PLATE DATA I L_S - A-401.00 SCALE: 3" = I'-O" REBAR OVERLAP DETAIL. A-401.00 SCALE: 3/4" = 1'-0" C ENEF�AL 5"%r I�BOL <EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. w WHEN APPLICABLE) w EXISTING TO REMAIN J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) O NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 1 0 (L WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z F- Z Q � STRUCTURAL PLAN NOTES w �g J OSINGLE SPAN STRUCTURAL MEMBER: Q 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J � ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY _ _ > d' O ABOVE INDICATED POSTS. PROVIDE SIMP50N HGLN HAh�GER AT INDICATED SEAM m J C) O CONNECTION;WELD HANGER TO STEEL BEAM PER Q m ZQ MANUFACTURER 5PECIFICATIONS (SEE 2019 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 $ BULLETIN "T-G-WELDUPLFTIq i". Z � ' Le --� N W (D TYP. STL. COL.: O3 Lfl 3-1/2" O.D. 50H 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) I� = BY SIMS STEEL (OR EQUAL) C) J O OPEN-WEB JOIST REINFORCEMENT: RAISED MASONRY PATIO O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT w EACH JOIST, ;j" THK. x II-"f/8" HIGH x 16" LONG, CENTERED BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF ] JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ ttl "PL PREMIUM' GLUE (OR EOUAL) d 3" NAILS ® 5" O.G.; 0 m _ _ 2"x8" P.T. D.J. ® 16" O.G. w (3) 2"x10" P,T. FLUSH BM. w/SIMP50N LU526 J015T V SEE AL50 JOIST MANU. SPECIFICATIONS. � e— - - � I � OPEN-WEB JOIST REINFORCEMENT: O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT HANGERS ® FLUSH BM. EACH JOIST, A" THK. x II--1/8" HIGH x 24" LONG, CENTERED _ _ J BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON - - BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP B (3) 2"x10' FLUSH BM. RAISED MASONRY PATIO ! Q BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 3" NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. (2) 2"xb" POST (4) 2"xb" = ; STACKED BENEATH POST TO HDR V JOIST HANGERS STEEL FLUSH BEAM): 0 .—- ( ) P05T TO VALLEY 3 FLUSH BM. - _ _ _ OPROVIDE 51MP50N BA2,56/11b5 TOP FLANGE JOIST HANGER tV ® (4) 2"xb" (2) 1.'75"xq.5" G.P. 2.0E LVL HDR °y l , ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER POST TO HDR IY MANUFACTURER SPECIFICATIONS (5EE 201q 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 i II 162-164 4 BULLETIN "T-G-WELDUPL.FTIq". _ x (?.) 2"x8" HDR (3) I.75"x14" G.P. 2.OE LVL HDR (3) 2"xIO" HDR j JOIST HANGER5 (STEEL FLUSH BEAM): (3) 2"x12" HDR O PROVIDE SIMP50N BA3.56/II.E55 TOP FLANGE JOIST HANGER ' "•� ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER z MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N '> zl v wrn wm � STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES ~ Q3 �0 O 162-164 E BULLETIN "T-G-WELDUPLFTIq". [Op u O Z O O z 0 O J0I5T HANGERS (WOOD FLUSH BEAM): ILI S - - PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER 0 EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS O Ow BEDROOM #1 Ow BEAM): e w z w m ~ 0 v 2x2.0 S.F. OJOIST HANGERS (WOOD FLUSH B ): ro = - GREAT ROOM v PROVIDE SIMP50N MIU3.56/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS `� �� ~ v n O 364.6 S.F. 0 z 0 KITCHEN O�O 30. � a 246.11 S.F. - ?z - R 3 p to LOAD BEARING WALL w/ REINFORCED F.J. BELOW: - O® �Q - a j� ��� Q A5 INDICATED BY HATCHING ? O z ? w w pw --- (3) 2"x4" I w tEl -I u N w ; -ILL p z _ POST TO - .[A - •w (3) 2"x4" POSTS HEADER POST FRAMING NOTE: O DROPPED BM. x _ OC STACKED BENEATH (2) 2"x4" POSTS O w O C� O al POSTS ABOVE TO FLUSH BEAMS N POSTS FOR DOOR AND WINDOW HEADERS SHALL IFOLLOW r p Q!9 Cn z 11 (2) 2"x10" STANDARD FRAMING GRAPHIC ON PAGE G-003 UINLE55 <? j F O T in DROPPED BM. NOTED OTHERWISE oC` >S,, d ® L---J7:272 :2''x8 -w (TYP. U.N.O. < r to - 1 - - DOOR HD �� GstiGA NJ rJ - - { +� ♦ fi 5 m a WALK-IN CL. j ( 40 S.F. i ry i I / 5 '9 C � I •3 `ryyl � 0 � :: PANTRY 2 '1 2 11 it l rr�> 25.6 S.F. 5 (2) 2"x8 - " '.BATHROOM#1 j o 6~12x45 A56 STEEL FLUSH BM. HDR " Z v d 2 I."I5"x11.8"i5 G.P. , - - ) 76.0 S.F. - r - - w i u t 2.OE LVL FLUSH BM. w M w �gfi o 3 wl[A v u v u v Q 0 U ' Q. POWDER c fi (3) 2"x4" O zO b TO FLUSH BM. u" z= u= Q� 'Ir 1I - ---+--- -- - ---t--- -- (2) 2x4" POSTS I O O O 0 _ v ROOM P05T TO iL�w� 0- ( p- x w " FLUSH BM. V �m® I la.b S.F. r m® I I,, ------ OPEN } --- I \ c0 m OPEN TO i LL ry+U 2"1.5 S.F. tt PARLOR v (2) 2"x4" POST (/ ABOVE - O 0 O = p w Ep STACKED w v 8,, DINING ROOM U rr ® > T Rr v BELOW (2) 2x4" o > SGS + v r ° 0 5 114.5 S.F. w- POST ABOVE - (3) 2 xb ,p S (3) 2'x4" u P05T TO `!8> ti� Pc I 0- 4 - 4 POST TO \ o r�? (3) 2"x4" POST HALLWAY - - (3) 2"x8" HDR - FLUSH BM. PROJECT: �u � o FLUSH BM. \S,, ® - 'k 'P `0 X �9 O STACKED / u0 w v fi y B�P05T2ABOVE /ry+ MUDROOM �` y O< 1.5 x5.5" LVL, - - ROYALTON W T � ; (3) 2"x4" POST (2) 1.-15"x11,875" G.P. 2.0E LVL fi 90.2 S.F. + @ < 5 STACKED (3) 2"xb" hryo��0 ��i p�`� BEAMS BENEATH P05T5 TO D UBLE STORY > CL. BELOW(2) 2"xb" POST TO BATHROOM WINDOW HDR ABOVE LOT 10 DESIGN C (2) :2"x4" 2) :2 PL" P T5m. `0-11-J� �S}rr ����yr FOYER WALLS O FLUSHEM. - - -- - - -- - POST ABOVE FL BM lq- 05,, s - - -- - -- ------- - --- - O - - - - \ (3) 2"x4" '�i` o,�fi< (2) 1'15 x11.5' G.P. ZOE LVL UPSET BM. POST TO S \ aryl/ COX NECK ROAD \ 8,, FLUSH BM. �` fi I= = I' O + ti o <r \ 2 GAR O o< << tiA i �x a w- �,' MATTITUCK, NY 11952 \ GARAGE o� o< ti oMs-1 Im Q cv O fi vi 543.6 S.F. GS �` (2) 2'xb POST m \ <\� STACKED 72) 2x8 HDR (2) 2 x R I DRAWING TITLE: BENEATH F05T _ ------------------- o r� 'l7,fiti POST P1 \ TO VALLEY (2) 2 x 10' HD - - ...:� �ti�% or ♦� FLUSH B • w " R w PROPOSED STRUCTURAL PLAN 2"x8" G.J. ® I6" O.G. w/ 9� GSS>S ®r6� OP ti w RAISED MASONRY PATIO j SIMI-50N LU526 JOIST 'Poo G� Ocfi 1 _ Q _ Q HANGERS ® UPSET BM. + /t w w ' �o tib`ofi - iv (3) 2"x6" < �R� o Svc ♦Gs n� �Po5T5 _ (3) 2"x10 UPSET BM. _ PAGE: _ _ y0� S e� / TO HDR -- op DATE: 04•/06/21 13 OF 16 ,<'" S Sd �4 P05T TO Ory CD m Oo / FLUSH EM. Q �'!�,/,. ^e -5'Jam• 'y���/ SOF FROFOSED FIRST FLOOR STRUCTURAL. LAN 0E I `QEF"AL 5 I �50L <E"*r : : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W Lu EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 7 Q 5TL. WHEN APPLIGABLE) NEW I-HR FIRE RATEDElMIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS 0 J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L O. 5TL. WHEN APPLICABLE) - Z 0 I— STRUGTURAL PLAN NOTES Q � O SINGLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS W ACROSS MULTIPLE 5PAN5. 'PROVIDE SPLICES DIRECTLY - J ABOVE INDICATED POSTS. J 00 PROVIDE SIMP50N HOLTV HANGER AT INDICATED BEAM O2 CONNECTION;WELD HANGER TO STEEL BEAM PER Z � 0 MANUFACTURER 5 PECIFICA'TIONS SEE 20111 SIMPSON 5TRON6-TIE WOOD GON5TFWCTION CONNECTORS PAGES 162-164 3 BULLETIN "T-G-WELDUPLFTi mp Z �; c#' TYP. 57L. COL.: O3 3-1/2" O.D. 5CH 40 HOT DIP 6ALV. 5TL. COL. (ASTM A123) BY SIMS STEEL (OR EQUAL) Z LL W (fl OPEN-WEB JOIST REINFORCEMENT: O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOI5T, A" THc. x II--r/8 HIGH x 16" LONG,CENTERED 0 < O BENEATH EXTERIOR WALL ,ABOVE, FIXED ON ONE 51DE OF JOIST IN VERTICAL POSITION TO TOP 6 BOTTOM CHORD H/ uj "PL PREMIUM" GLUE (OR EQ)AL.) Q 3" NAILS ® 5" O.G.; it SEE AL50 J015T MANU. SPECIFICATIONS. m OPEN-WEB JOIST REINFORCEMENT: 5 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT (3) 2"x8" UPSET BM. Z� H' PROVIDE FLAT �iw O EACH JOIST, ' THK. x II-'1,8" HIGH x :24" LONG CENTERED ROOF ® z W __......... _.._.__ ._.. . = _._._ .:::..... MEMBRANE ?vy 4 BENEATH INTERIOR LOAD-E3E"RING WALL ABOVE, FIXED ON _.__.._____....___... • :_:.rrrrrrrrrrrrrrrrrrr, r ..mm___...._.__._... .__.._..._______................._ __......____..._.. V V BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP d - - - = = .......................... J _._.___....._-__._.. .__..__._._.. _._._ -___._....._..__.__..___.._........ __...:: --.- - r FROM BUILDING ry J BOTTOM CHORD H/ "PL PREMIUM GLUE (OR EOLAL) 8 3 ................ ___.____ _..___........_..._.........___._._ x p NAILS ® 5 O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. J015T HANGERS (STEELFLUSH BEAM): (2) 2 xb ::_:_::.::.:_::.:::.. .:::: .__._.______.._.:_....._...._:.::: :_:.:: s•:. cV p� o POSTTO �::.,_....__... ........_.... .......::::<......_....-„�............ .•.•:-:,:•:::-:::: :-:::.:_�-�•��-:�:.-� �;:e.._....._ O PROVIDE SIMPSON BA2.56,11.88 TOP FLANGE JOIST HANGER _..._.. _..... _.__.. ..._..::::•••... ...._....._... .............. ........._ _..____._...______ .___. (3) L'T5"x11.25" 6.P. 2.OE LYL HDR ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER VALLEY ......................... :::..:. _ __---_:----- � : _: :: MANUFACTURER SPECIFICATIONS (5EE 201q SIMP50N :::::::::: . STRONG—TIE WOOD GON5TFZUGTION CONNECTORS PAGES _..__....._..__. _ _.............._.. _____. .........._......._.__........___._.___............._._.. 162-164 d BULLETIN T—G—k4—LDUPLFTIq'. (2) 2"x8" HD (2) 11.5 LVL dJ� R JOIST HANGERS (STEEL FLUSH BEAM): DR - O PROVIDE SIMP50N BA3.56,11.88 TOP FLANGE JOIST HANGER /C x / N ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 4 BULLETIN "T-G-W'ELDUPLFTIcI”. 8 J015T HANGERS (WOOD FLUSH BEAM): uw PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH ,✓ �J 9�s c Vu F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS o+�� T Q O 1p 0 BEDROOM#2 x -u� Oq JOIST HANGERS (WOOD FLUSH BEAM): o ?S, ®� ®d s 313.4 S.F. 6 PROVIDE SIMPSON MIU3.56/II FACE MOUNT HANGER ® EACH ��j4" T oGo BEDROOM#3 w F.J. (U.O.N) PER MANUFACTURER SPEGIFIGATIONS d� Qi 247.6 5.F. tc j p 10 LOAD BEARING WALL v+/ REINFORCED F.J. BELOW: �ry+ � � v p w a . �.yl s L♦ LIVING ROOM p 00 AS INDICATED BY HATGHIi IG ti� Go 253.11 S.F. 0 Q 2 � HEADER POST FRAMING NOTE: L���, ♦ - Q (3) 2"x4" Q ��. u1� POSTS 2 I POSTS FOR DOOR AND WI1�IDOW HEADERS SHALL FOLLOW (BENE"H POST TO HDR DOOR DR ryF " STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLE55 �' (4) 2"x4\ G x NOTED OTHERWISE /Q" P05T TO ♦ TO RIDGE [Q " „ ^I ! 9- .e +� w (TYP. U.N.O.) /6 0 r (2) 2x8 co @o oc, BEAMS -V DOOR HDR IO 10 U O u- Q - (TYP. U.N.O.)\ �• 1 ♦ �M SIMPSON _1! O iv ®Q HHU55.50/10 _m WALK-IN GL. 6Et�ROGM wd �� a HANGER 187.8 S.F. +47QQ-1 �o i� (3J,L?5"x11.5" G.P. �y 0 0 _ VL FLUSH BM. +9 - - �' S,, S 2.OE � -- - - - -- -- I 00 (3) 2x4 d <� 2"x4" POST TO "��'.""," �1,1U uw :: �' O C� POST TO BEAM _ p w 0 Q 1 `' v u- BATHROOM#2 -rA 4) Q- C°,o BEAM � `ry1�0�J�0 HALLWAY o 160.8 S.F. � s �- - -- - -- -- - - -- - -- `�'' V ® - - --- w ' l/ OPEN TO -- 10 I GL c BELOW " 10 1�N w _ J (2) L'f5 x11.5 6.P.-2.OE LVL HDR �- (3) 2x4 POSTS ATTIC c i i BENEATH PONS \ HATCH TO RIDGE'" BATHROOM#3 � .< a _..u............._........... ... �.u.. ..h..a... (2) 2"xb" POSTS 64.6 S.F. , „F __ -- �.� - -- -- TO VALLEYS _ - - -- '" _ PROJECT: 9" a (2) 2_'x8" HD 1.5"x5.5" LVL STUDS AT DOUBLE-STORY .............................. FOYER WALLS -- .- _ -. .._.._..._.._w _ :,., ..... , .ww,..,..M_..;_..__...._..,.,.. _...:..__...__ .. .: = .„ �p ROYALTON INSULATED LAUNDRY "`� LOT' 1.0 DESIGN C POST TO 'O ROOM (2) 2"x8" HDR o�� 52.5 S.F. VALLEY \> COX NECK ROAD BONUS ROOM MATTITUCK, NY 119e52 358.5 S.F. /6 O c UNHEATED \ �- UNFINISHED �° DRAWING TITLE: PROPOSED STRUCTURAL PLAN ryo4� m UO � Q, t !�• Gly d tiQ T�0 o- PAGE: :10 011% 0 A016 d DATE: 04/06/21 14 OF 16 o� 0 Cp m Q PROPOSED SECOND FLOOR STRUGTU7AL. PLAN O SCALE: 1/4" = 1'-0" Cz;�E I ` ERAL= SNr��50L. <E� : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.G. STL. Lu EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. I,'J STL. WHEN APPLICABLE) NEW FOUNDATION WALL I NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL O 'b WOOD FRAME (L..G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J J_ P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED i WOOD FRAME (L..G. 5TL. O : WHEN APPLICABLE) — Z O STRUCTURAL PLAN NOTE5 Z O 4"x3" ALUM. SINGLE SPAN STRUCTURAL MEMBER: Q Q 4"x3 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS " ALUM. DOWNSPOUT ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DOWN TO DOWNSPOUTSPLASH wABOVE INDICATED POSTS. DOWN TO J GUARD SPLASH GUTTER HIGH -Joo PROVIDE 51MP50N HOLTV HANGER AT INDICATED BEAM NEW MECH. ROOM: GUARD ® CRP`DE (TYP) POINT (TYP) � It O O2 CONNECTION;WELD HANGER TO STEEL BEAM PER I. NEW GAS FURNACE; INSTALL AS PER MANU. GRADE (TYP) Z O Cfl MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N 5PEG.'s STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 2.F.A.I. THROUGH ROOF -� O 162-164 3 BULLETIN "T-G-AELDUPLFTIq". 3. FLUE THROUGH THROUGH ROOF 4.MAINTAIN 30"x30" CLEARANCE IN FRONT OF CUTTER HIGH z >: 4 TYP. 57L. COL.: MECHANICAL UNITS AS PER NYS MG 306.1 - POINT (TYP) Z vi O3 3-1/2" O.D. SGH 40 HOT DIP GALV. STL. COL. (ASTM AI23) 5. MAINTAIN ALL APPLICABLE VENTING BY SIMS STEEL (OR EQUAL) CLEARANCES REQUIRED PER NYS MG 804. V �' ~ L1J O OPE N WEB JOIST REINFORCEMENT: 4'-x5"x3" ALUM. cc O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT TYPICAL MECHANICAL ROOM NOTES: DOWNSPOUT 0 N 0� O �I` LO = In I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY �� DOWN TO-J _ 4 x3" ALUM. O EACH JOIST, " THK. x 11=I/8" HIGH x Ib" LONG. CENTERED "DUROGK" (OR EQUAL) DOWNSPOUT DRYWELLS ® FU L' rI J O BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) DOWN TO GRADE (TYP.) JO15T IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ El "PL PREMIUM" GLUE (OR EaUAL) 8 3" NAILS ® 5" O.G.; LAYER OF 5/8" TYPE "X" GYP. BD. UL GONGOWALLS) GRADyE(TYP.) I NLLJI O SEE AL50 J015T MANU. SPECIFICATIONS. i4 4"x3" ALUM. 0= 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. = I ----- OPEN-WEB J0I5T REINFORCEMENT: 5PEG.'5 AND AS PER NY5 MECH. AND FUEL GAS CODE ® _- -- -" O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT ' --- --- --- -- --- ---- --- 1 DOWNTO SPOUT - DOWN 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT SPLASH V EACH JOIST, ;j" THK. x II=1/8" HIGH x 24" LONG, CENTERED IT CONFORMS TO NYS MECH. AND FUEL GAS CODERD H BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'5 - PROVIDE GRADE (TYP) _ O BOTH 51DE OF J015T IN VERTICAL POSITION TO TOP d FRESH AIR INTAKE FROM EXTERIOR = J BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 4 3" b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - - I J NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. EMERGENCY SHUT OFF SWITCH '7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH Q JO15T HANGERS (STEEL. FLUSH BEAM): 8. LOCATE MECH. EaUIP. TO ALLOW FOR PROPER O PROVIDE SIMPSON BA2.56/11be> TOP FLANGE JOIST HANGER CLEARANCES AS PER CODE a�•-• ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N �j > STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES O 162-164 d BULLETIN "T-G-NELDUPLFTIq". x \ X F (V ® 's: .. ••mow... # JOIST HANGERS (STEEL. FLUSH BEAM): O PROVIDE SIMP50N BA3.56/I1.88 TOP FLANGE JOIST HANGER \ Z N ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER o r MANUFACTURER SPECIFICATIONS (SEE 201q SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 d BULLETIN "T-G-1 ELDUPLFTiq". ® +i0 OJOIST HANGERS (WOOD FLUSH BEAM): o�p PROVIDE 5IMP50N MIU2.59;/II FACE MOUNT HANGER ® EACH c (3) 2"xb" (3) 2"xb" F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS P05T TO POST TO RIDGE RIDGE OJOST HANGERS (WOOL) FLUSH BEAM): ro PROVIDE 51MP50N MIU3.U?/II FACE MOUNT HANGER® EACH (2) 1."15"x11.25" C.P. 2.0E LVL RIDGE F.J. (U.O.N) PER MANUFAG--URER SPECIFICATIONS 4"x3" ALUM. DOWNSPOUT �(5) 2 xb" P05T 1 a l0 LOAD BEARING WALL w/ REINFORCED F.J. BELOW: DOWN TO �•,� TO RIDGES, DRYWELL5 ® ` w (2) 1w/SIMPSON H U548 HANGERS OE LVL FLUSH BM A5 INDICATED BY HATGHII�IC GRADE (TYP.) �. HIP, d VALLEY J - _ N > HEADER POST FRAMING NOTE: 0, P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC ON PAGE 5-003 UNLESS NOTED OTHERWISE / P rL' u- } x w cV 0to 4 UJ Lu IlJ i U.[ Lu ci RHEEM 115,000 BTU hj L x - z 0 z z N j GAS FURNACE MODELcV Q Q Q " Wg5TCI15I524M5A ® +io R W i[1 N IY ul (Q x lr0 I'-O" TYP. �c -'A- (OR EQUAL) 's,, z w 0-z - z[u / y P 0 E p0 q�Q Npl9 3 � P L - xdiQ ff[n= xq) Z j ry�Ul nNLL � NNS I rnp n� z ivOL 30 TTIC ,' N3Q (3) 2"xb" POSTS HATCH 22'xb (2) 2'x6' -- - - - - - - - — --- -- p V I O„ TO RIDGES OST TO POST T ALLEY VALLEY 1 :12 PITCH 12:12 PITCH 4"x3" ALUM. DOWNSPOUT �A - - d�— Lii DOWN TO „ „ „ -- — — -- ---- -- fL - - - - -- ---- -- - - O DRYWELLS ® \ \• Q II GRADE (TYP) (�J �A ® +, i� 2x8 R.R. 2x8 R.R. \ A ® I6" 0.0. QTc is' ST a p 4"x3' ALUM. \\ �v`' ♦ \ y .0 y - -- - - - 0� DOWN TO UT PROJECT: c DOWNSPO - - - \ OAH UARD ® \ 0 �4 \ CRAVE (TYP) ROYALTOIV SOW +� LOT 10 DESIGN C �h lry \. U ✓ � ALUMINUM ROOFING O ♦ <' �j`/ \ / DOWNSPOUT ® COX NECK ROAD 6 DOWN UT MATTITUCK, NY 11952 TO \ C / DRYWELLS GRADE (TYP) CIS, / 4"x3" ALUM. 4"x3" ALUM. PROPOSED STRUCTURAL PLAN DOWNSPOUT DOWNSPOUT DOWN TO DOWN TO GUTTER HICFf GUARD DRYWELLS ® POINT (TYP) SPLASH j GRADE (TYP) GRADE (TYP) \ ! PAGE: AMA A01F& 1% m 001 on 0 8 u \ / DATE: 04/06/21 15 OF 16 4"x3" ALUM. �'4_. DOWNSPOUT , rn "` DOWN TO DRYWELLS a GRADE (TYP) ° `7 0 PROPOSED ROOF STRUC.,TURAL PLAN 5GALE: 1/4" = 1'-0" 'e`" VZ W J w � ' J F— d Z O Z Q � Lu J J 00 Z T-1 O Q Z T-I in V' W Cfl l*- _ LO � � O w � i F UJ t = J cr. J Q:. 4" FRESH AIR VENT L THROUGH ROOF Q3..1 Q Q 1 i FLOOR � I '- I I BATHROOM#5 BATHROOM#2 BATHROOM#3 BATHROOM#2 ____ ___ LAUNDRY LAUNDRY OTE: � i T— ALL PLUMBING WORK NOTE: LAUNDRY ALL PLUMBING b I O O , p� p� p� SHALL CONFORM TO � � i 2„I 2"I :2111 I I I 211, 2„I I O I I I O SHALL CONFORM p� p� LOCAL PLUMBING CODE ll I I I I I ITO LOCAL I I p PLUMBING CODE 3 p I I I I I I I 1 I I PROVIDE "ABESGO FP200 FR I I B I I B � I B Q � � zz I .13 I .B I 12” 12" 1 .B I 1.211 I I EXPANDING FOAM” (OR EQUAL) j I j I�Q4 j I�44 (� z FUEL 6A5 i V I I I I I I AT ALL PENETRATIONS IN FIRE v v I I I v I O 3 � QQQ444 QQQ44� � Q4 I � ', LEGEND V I I _ I - (v FLOORSTED /GEILNG5DPRODUCT N WG m ryl I �j I O)I KI �I UI �j _ WG Iry HOT WATER w ry PIPINGPEIETRATiONS: 01 IK _ N I 14, �:2 I " 12 CONFORMS To ASTM E 814, I N I N I N N� I N I- ----- SUPPLY FR 1 - - I I ASTM E 84, AND UL 14.79 -� I� 1 I I- N i� -j I 1 1�It TUB b HrA +SER I DRYER - --- - J 1 TUB WASHER ---= --- I IN ------I IN-�- - cVl ---I ----�---� -- ---- I I - - - \ - - EXPANDING FOAM" (OR EQUAL) ISHOWER I I l UB ^t� - GOLD WATER I. PROVIDEAT ALL PENETRATIONS AT WALLS -- --- I, G.O. t�--. —.._.._�yl_.._..-�yI - — — — — — — — - — - - �- — - — — �.._.._..� -- --- ----- --- - G.O. 2 3 - - — — - I� SUPPLY I 2 E i , BATHROOM#I I I D oORS GEI I G5 �I POWDER ROOM, KITCHEN NOTA POWDER ROOM KITCHEN B,A i ilRc?OM#I_ I I PRODUCT CONFORMS TO ASTM ALL PLUMBING WORK I EXPANDINGROVI PROVIDE (OR EQUAL) I 814, ASTM E 84, AND UL 1479 I SHALL Go NFORM TO 1 AT ALL PENETRATIONS IN FIRE ___ LOCAL PLUMBING CODE I RATED WALL5 AND j 2 i p 1 I FLOORS/CEILINGS. PRODUCT O KITCHEN GREAT ROOM — i i 2 1 I 2 1 I O Q4 5 NK Q4 i � 2 2 I I CONFORMS TO ASTM E 814, O r_ BAR 1 1 1 1 GLEAN OUT I p� p� p� q4 Q4 A5TM E 84, AND UL 14'19 �L B i 2111 i i SINK i S 31, i B I B i 2.. AS READ N 11 C J I I I I I B I I N l GAS Z ( j _ j 1 CJ 3 I I� I I� 11 1 I I 'I , w FIREPLACE i PROVIDE F.A.I. u I v I I = �i 1 I 1 IL VENT W.�. W.G. I XI I v1 I� - W.G. vI 1� 01 I �I 1- " 141, 1- 1 1_ , 14, jSHOWER - Iz m - I 1 _I I Q m IN IN NI ix SHOWER 1 RANGE - _ \ N �- I- �t N ��� I t�`II 1cv c\V 1N N. 1N NI NI Iry I -- � I � -U } � ---- - - - 3 3 G.O �-----p- - �---�------�*--------�-- -.•�� - - i \ --------- --- -- -- - \ I REGULATOR -- - - - - - - ---- --- -- - -- ---- --, -- -F - - -- - o G.O. 1 GAS SUPPLY 4.. MEGH_ w 4" HOUSE ROOM 1 ! I Q MAIN DRAIN G•O• I 1 I TO STREET i I TO GAS 1 I WATER MAIN MEGH. MAIN 4 4" TO SEPTIC Q' 1 1 —'>+ ROOM PROJECT: SYSTEM ROYLTON ROW FLOOR LOT 1.0 DESIGN C FURN � - COX NECK ROAD MATTITUCK, NY 11952 PLUM 3I NC �:I SER - DRAIN / NASTE / VENT FLUME31 NC RISE - SUFFLNr CAS RISER - SUFFLY DRAWING TITLE: SCALE: NTS SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: r LNUO', non DATE: 04/06/21 16 OF 16 Q,.p