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Home My WebLink About46239-Z rsuFFac ✓o'�o �pG Town of Southold 5/19/2022 a yw K P.O.Box 1179 cm o _ r 53095 Main Rd �,lti�jQl �ao�, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43092 Date: 5/19/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 365 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/27/2021 pursuant to which Building Permit No. 46239 dated 5/13/2021 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, second floor balcony, rear concrete patio 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-21-0611 1/27/2022 ELECTRICAL CERTIFICATE NO. 46239 3/3/2022 PLUMBERS CERTIFICATION DATED 1/26/2022 RicFNd J CanWella A th 1 ed Signature ,%guFFat/cc TOWN OF SOUTHOLD �$ BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE �y • SOUTHOLD, NY poi �a° 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#: 46239 Date: 5/13/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 365 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.31 Pursuant to application dated 4/27/2021 and approved by the Building Inspector. To expire on 11/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,771.20 CO-NEW DWELLING $50.00 Total: $2,821.20 spector pF SO(/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 • C4i'JNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maratime Cap LLC Address: 365 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46239 Section: 113 Block: 7 Lot: 19.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 390 Operating Corp License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $Q Ceiling Fixtures 13 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 25 Smoke Detectors 4 Main Panel 200A A/C.Condenser 2 Single Recpt Recessed Fixtures 96 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch 200A UC Lights 1 Q' Dryer RecptG2S Emergency Fixtures Time Clocks Disconnect Switches 66 4'LED 4 Exit Fixtures Pump Other Equipment: Floor Heat 3, Gas FP, Fridge, Oven, DW 2, Micro, Hood, W/D, Mini Fridge Notes: Two Story Unfifished Basement Inspector Signature: Date: March 3, 2022 S. Devlin-Cert Electrical Compliance Form q��oF saoryol . o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: WW � Building Permit No. —/// 23� L o`f o2 " � '�1 f2o o) Owner: yk—"-.�rne. �ifa I I'y- - (Please print) Plumber: �/PIAW �. C A4A RVII (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plum ers ignature) Sworn to before me this 6 day of J C/\Y) • , 20 Notary Public, /V EJS'Sc-V, County C'T ffc sfG� NO, C) IT � CIIWZs Crjmw)iSf i Uh P P 1'Qj nec. , �OZ5 of SObliYp6 1 �6_5_ 016.1 # # TOWN OF SOUTHOLD BUILDINd DEPT. G � 765-1.802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j ._] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE..& CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ir DATE INSPECTOR ` -' . aso # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [. ] FOUNDATION 1ST [ ] ROUGH PLBG. [: "]. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ '] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O (' REMARKS: a' \�`�.-r' ! r r�,f r,/,.,c la-AJ MM a4 !'ef _Zl 22 � DATE 3 AJS2 INSPECTOR - ------ --- - - ----- __ ______ - -------- - - - a3 ' oF So�,yo W_ # TOWN OF SOUTHOLD BUILDING DEPT. �`�couxrt `' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL lam'' [ ] FIREPLACE &CHIMNEY - [ ] FIRE SAFETY INSPECTION- FIRE-RESISTANT NSPECTIONFIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 'j REMARKS l�h ' �M � 1 10� � _ �� or�✓ �IPr�Jd0✓1� 3 (4 �l s A it) �q on 60YA V��S4 MiD Svtl -kctv alAL./ colm_Uc4e DATE 3 �'1" INSPECTOR _ I til V� � + _,r�--- -.-.• ____'"__-_ `_- -t�"_� _-- "-- -- - "`-'---_- ---' - ----- _ _ _ _ .. _ 11 rr�O�NOF SOUTyolo � 4 # # TOWN OF SOUTHOLD- BUILDING DEPT. �o • ,o `ycoom, 765-1802 -.11 N PE S CTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL �JD [ ] FIREPLACE &CHIMNEY [ ] ,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O hftA 9 Sof �t� /�J1r .Pr Ick VOM DI_r vlltz�/q (4 n� olvk 40 -A--(67 � �yq 4 cr-)VN6 m I rl ov m I vfh- Q&bn-l�PA V2 �� ,� �� ` �' deo-�-! �'►�� S�v''�e� -� �►c�� , � Lo L e/L2\� vte �. DATE INSPECTOR 41 �O�apF SO(/T�olo TOWN- OF SOUTHOLD BUILDING DEPT. o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ .]; FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION'' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)' [ ] CODE VIOLATION ( ] PRE C/O REMARKS: rDCff6PZiL Z36 SQL i;h! y'z2-e,,r ri r Ct05U4 Die 6#uqc,& fEs�L 7s w/0�✓�, 5 141316&0> LIAO tem- 6V,47-7a 12A-a 5AY 7#Z4r-Ai v 6#56me�r OCITS-166 57AZI-s DATE INSPECTOR 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 365 Royalton Row,Mattituck NY 11952 Test Date 4/21/2022 Building Pen-nit#: 46239 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 fFloor Area Volume ❑Conditioned Basement Basement 0 Conditioned Crawl Space 1St 2059 18531 Sealed Attic 2nd 1901 19010 *The conditioned floor area of dwelling is calculated in 3�d accordance with ANSI Z765,except that conditioned floor Attic 12348 gaJ2�8 i es areas where the ceiling height is less than 5 Total Volume 49889 CFM @50 pa 2479 Air changes/hr@50 ® Code Compliance: Pass Duct Tightness: Post Construction Test:Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2059 Leakage CFM @ 25pa 82 CFM/100 ftZ CFA 3.98 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25paC� 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 as amehded,by 2020 New York State Supplement,Section 4033.4. Signature: .�' . .P � Date: 4/21/2022 { Christopher SINN,Home Energy Solutions I t f UES EVALUATION, Number:, 539'. p Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 BARRETTE STRUCTURAL DISTRIBUTION,INC. 3.0 PRODUCT USE 555 Rang St-Malo Trois-Rivieres,Quebec G8V OA8 3.1 Design: TRIFORCE° wood trusses shall be designed Canada using Allowable Stress Design (ASD) in accordance with Phone: (800)263-7265 manufacturer's design information and ANSI/AWC National www.openjoisttriforce.com Specification for Wood Construction(NDS). TRIFORCE®WOOD TRUSSES 3.2 Fire-Resistance Construction: The assembly is recognized for installation without the prescribed minimum CSI Section: '/z-inch-thick(12.7 mm)gypsum wallboard or'/s-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 91/2-inch-deep (238 mm) truss installed at a construction. Fire-resistant construction was evaluated to 2- maximum spacing of 24 inches(610 mm)and sheathed with inch-by-10-inch nominal dimension lumber in accordance minimum 23/32-inch-thick WSP floor sheathing in with Exception 4 to Section R302.13 of the 2018 and 2015 accordance with the IRC, offer equivalent fire performance International Residential Code (Section R501.3 of the 2012 to floors framed using 2-inch-by-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 TRIFORCE°truss uses a%-inch-thick(15.9 mm)wood Code'(IRC) structural panel or '/-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. 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 �,J , 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 IS 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:1-877-41ESRPT•Fax:909.472.4171 r/\® web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA MWEC 17065 Page 1 of 3 rod" ,caUmBodr Ice ► 539 Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 4.1.2 Web Members: The vertical and diagonal web 6.0 SUBSTANTIATING DATA members are constructed of minimum nominal 2-inch-by-2- inch SPF lumber. An extension is provided on one end of 6.1 Report of Fire-resistance in accordance with ASTM E 119 the truss that may be cut, according to the manufacturer's from a laboratory in compliance with ISO/IEC 17025. installation instructions,to adjust the length of the truss. 6.2 Technical Assessment of Fire Perfonnance. 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 137247. 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 1APM0 Unifonn Evaluation Service on used as shown below: TRIFORCE wood trusses to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. The wood trusses are produced at locations noted in Section 2.4 of this report A P M O or U E S under a quality control program with periodic inspection under the supervision of IAPMO UES. ES 0 For additional information about this evaluation report please visit IAPMO UES ER-539 www.uniform-es.ore or email us at info(iDuniform-es.ors Page 2 of 3 cet • -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 TRIFORCE°WOOD TRUSSES CSI Sections: 06 17 53 Shop-Fabricated Wood Trusses 1.0 RECOGNITION The TRIFORCEI wood trusses recognized in this report have been evaluated for equivalent fire-resistant construction.Fire-resistant construction was evaluated to 2- inch-by-10-inch nominal dimension lumber in accordance with Exception 4 to Section R302.13 of the 2020 Florida Building Code,Residential. TRIFORCE'wood trusses evaluated in 1APM0 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'I wood trusses described in this report supplement is subject to the following limitations: 2.1 Use of TRIFORCEI wood trusses shall comply with the provisions of the applicable codes, the manufacturer's published installation instructions, and this report. Where conflicts occur in these provisions,the most restrictive shall govern. 2.2 Evaluation to the high-velocity hurricane zone provisions in Chapter 44 of the FBC,Residential is outside the scope of this report. 2.3 For products 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 mvw.uniform-es.org or email us at info a uniform-es.org Page 3 of 3 `-A L 9 AOperating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHIlECTURE Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 SLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 ID E C E VV December 22, 2021 DEC 2 3 2021 RE: Royalton Row-Lot 2 OWN( DINO DEPT 365 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 365 Royalton Row,the 1St and 2"d floor foundation,framing and strapping, and insulation were all installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP i' 'i/ :'LE•�� 6 F r 3/8/22,9:37 AM image_50337281.JPG 7: R '"w°»:4 01 RZ'Al t W"11 h!4y CO-.VCr1% 84sed on rmy inspealon c 365 RW21toil Row,tht tjit rmal barder 2M fife Pfc tcf-wf'Dn a A f the ffocus wvct Ir-salted per,K6 Building codp- Fie:ale contact aur afrke V-fou haw inn qw.tian Thank jr,'% it s IEEE AP vv-ipi ,41 D 03 https://mail.google.com/mail/u/O/?ogbl#inboxtQgrGJHsHnPNPntCVSFJnsWjstbkptLwgFzQ?projector=l Royalton Row • Tax . • #: 1000-113-07-19 .31 Foundation: jw i r� ,J (r r� r Strapping: I I � 'ti •i•a�a :•i Insulationi i p �i fi' Royalton Rove, Lot 2, Design A HVAC Load Calculations for Marrcon LLC r VACRrkSID14HTLAj. HVAC LOADS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Thursday,April 22,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light"Commercial HVAC Loads Elite Software Development,,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,'D'esigri A Bay Shore;NY 11706 Pa e 2. Project Report General Project Information Project Title: Royalton Row, Lot 2, Design A Designed By: Matthew Wynne Project Date: Monday, August 04, 2014 Client Name: Marrcon LLC Client Phone: 646-343-7400 Client E-Mail Address: marrconllc@gmail.com 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: AberdeenBuildingConsulting.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces Southeast Daily Temperature Range: Medium Latitude: 40 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 I.Check Figures Total Building Supply CFM: 1,958 CFM Per Square ft.: 0.520 Square ft. of Room Area: 3,767 Square ft. Per Ton: 770 Volume (ft3) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 Buildin Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 44,008 Btuh 93 % Total Latent Gain: 3,495 Btuh 7 % Total Cooling Required Including'Ventilation Air: 47,503 Btuh 3.96 Tons (Based On Sensible+ Latent) 4.89 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. Thursday, April 22, 2021, 6:44 PM Ahvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A bay Shore NY 11706 Page 3 Load Preview Report Has Net Rec ft? Sen Let Net Sen Min Min Sys Sys Sys Scope AED Ton Ton lion Area Gain Gain Gain Loss Clg Htg Act CFFMM CFM CFM CFM FM CFM Building 3.96 4.89 770 3,767 44,008 3,495 47,503 62,534 798 1,958 798 1,958 1,958 System 1 1 st No 2.04 2.51 777 1,953 22,631 1,813 24,443 31,446 406 1,031 406 1=1 1,031 Supply Duct Latent 761 761 Return Duct 0 185 165 296 Zone 1 1,953 22,631 866 23,497 31,150 406 1,031 4061 1,031 1-1st FI Dining Room 132 3,834 91 3,925 3,727 49 175 49 I 175 2-1st FI Kitchen 300 1,832 114 1,946 3,498 46 83 46 83 3-1 st FI Pantry 37 350 43 393 990 13 16 13 16 4-1st R Parlor 142 1,858 59 1,917 2,176 28 85 28 I 85 5-1 st FI Great Room 444 4,728 64 4,792 4,599 60 215 60 I 215 6-1 st FI Bedroom#1 /Closet 359 4,024 163 4,187 5,703 74 183 74I 183 7-1st FI Master Bath 99 1,558 123 1,681 3,119 41 71 41 71 8-1 st FI Powder Room/Mudroom/Hall . 179 3,076 135 3,211 4,330 56 140 56I 140 9-1 st A Foyer Area 261 1,371 74 1,445 3,009 39 62 39 ` 62 System 22nd Yes 1.92 2.98 763 1,813 21,377 1,683 23,059 31,088 392 927 392 927 Supply Duct Latent 707 707 Return Duct 1,029 172 1,201 940 Zone 1 1,813 20,348 804 21,152 30,148 392 927 3921 927 10-2nd FI Bedroom#2 306 4,321 133 4,454 5,722 74 197 74� 197 11-2nd Fl Bathroom#2 127 1,570 94 1,664 2,977 39 72 39M 72 12-2nd FI Bedroom#3/Closets 306 2,890 88 2,978 3,895 51 132 51 M 132 13-2nd FI Bedroom#4 273 3,635 191 3,826 6,164 80 166 80 I 166 14-2nd A Living Room 192 2,667 133 2,800 4,395 57 122 57 MI 122 15-2nd FI Front Hall 68 1,608 42 1,650 1,770 23 73 23 MI 73 16-2nd Fl Open-to-below/Hall 354 705 15 720 1,190 15 32 15 MI 32 17-2nd FI Bath#3/Laundry/Hall 187 2,952 108 3,060 4,036 53 135 53 ! 135 Thursday,April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 4 FS- stem 1 - 1st - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000-- 25,000-- 20,000-- 47.7% 0,00025,00020,00047.7% Diff. from Avg. (2,086 Btuh Excursion) m 15,000 CKS0 c� m 10,000-- 5,000-- 0 0,0005,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 47.7%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,086 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). Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A ..Bay Shore NY 11706 Page 5 S stem 2 - 2nd - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000 20,000 15,000 m c cz 0 12.4% Diff.from Avg. 10,000-- 5,000-- 0 0,0005,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass 1.3 x Average / Hourly Glass Gain Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours I.AEID Calculation Summar --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 12.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 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. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Say Shore,NY 11706 Page 6 Total Building Summary Loads Component Area Sen Lai Sen Total Description Quan Loss Gain Gain Gain A: Glazing- 38.1 756 0 1,446 1,446 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B: Glazing- 17.1 338 0 648 648 C: Glazing- 167.7 3,333 0 5,818 5,818 F: Glazing- 28 556 0 876 876 02: Glazing- 84 1,667 0 2,623 2,623 01: Glazing- 84 1,666 0 1,905 1,905 E: Glazing- 32.7 648 0 1,020 1,020 K: Glazing- 58.4 1,161 0 1,955 1,955 O: Glazing- 14.4 286 0 529 529 03: Glazing- 21 417 0 496 496 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 312 312 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 319 319 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 3471.3 14,633 0 6,869 6,869 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 35,542 0 32,588 32,588 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 16,231 1,825 7,473 9,298 Infiltration: Winter CFM: 158, Summer CFM: 85 10,761 1,670 1,861 3,531 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,086 2,086 Total Building Load Totals: 62,534 3,495 44,008 47,503 Check Figures Total Building Supply CFM: 1,958 CFM Per Square ft.: 0.520 Square ft. of Room Area: 3,767 Square ft. Per Ton: 770 Volume (ft3) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 F-Building Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 44,008 Btuh 93 % Total Latent Gain: 3,495 Btuh 7 % Total Cooling Required Including Ventilation Air: 47,503 Btuh 3.96 Tons (Based On Sensible + Latent) 4.89 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. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 7 Building Bar Graph 20,000 15,000 Building 10,000 Loss 62,534 Btuh 5,000 0 Floor 7% Wall 23% Door 0% Infiltration 17% Roof 4% Glass 22% Ductwork 26% 25,000 20,000 15,000 Building Gain 47,503 10,000 Btuh 5,000 0 Floor 3% Wall 14% Door 0% Infiltration 7% Roof 5% Glass 46% Ductwork 20% AED Excursion 4% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2, Design A Bay Shore,NY 11706 Page 8 System 1 1st Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A: Glazing- 38.1 756 0 1,446 1,446 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B: Glazing- 17.1 338 0 648 648 C: Glazing- 106.7 2,121 0 3,744 3,744 F: Glazing- 28 556 0 876 876 02: Glazing- 84 1,667 0 2,623 2,623 01: Glazing- 84 1,666 0 1,905 1,905 E: Glazing- 16.3 324 0 510 510 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 18,161 18,161 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,366 947 1,418 2,365 Infiltration: Winter CFM: 82, Summer CFM: 44 5,579 866 966 1,832 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,086 2,086 System 1 1 st Load Totals: 31,446 1,813 22,631 24,443 Check Figures Supply CFM: 1,031 CFM Per Square ft.: 0.528 Square ft. of Room Area: 1,953 Square ft. Per Ton: 777 Volume (ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 System Loads Total Heating Required Including Ventilation Air: 31,446 Btuh 31.446 MBH Total Sensible Gain: 22,631 Btuh 93 % Total Latent Gain: 1,813 Btuh 7 % Total Cooling Required Including Ventilation Air: 24,443 Btuh 2.04 Tons (Based On Sensible + Latent) 2.51 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 9 S stem 2 2nd Summary Loads 71 Component Area Seri Lat Sen Total Description Quan Loss Gain Gain Gain K:Glazing- 58.4 1,161 0 1,955 1,955 O: Glazing- 14.4 286 0 529 529 03: Glazing- 21 417 0 496 496 E: Glazing- 16.3 324 0 510 510 C: Glazing- 61 1,212 0 2,074 2,074 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 312 312 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 319 319 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,427 14,427 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,865 879 6,055 6,933 Infiltration:Winter CFM: 76, Summer CFM:41 5,182 804 895 1,699 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 2nd Load Totals: 31,088 1,683 21,377 23,059 Check Figures Supply CFM: 927 CFM Per Square ft.: 0.511 Square ft. of Room Area: 1,813 Square ft. Per Ton: 763 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 System Loads Total Heating Required Including Ventilation Air: 31,088 Btuh 31.088 MBH Total Sensible Gain: 21,377 Btuh 93 % Total Latent Gain: 1,683 Btuh 7 % Total Cooling Required Including Ventilation Air: 23,059 Btuh 1.92 Tons (Based On Sensible + Latent) 2.38 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. Thursday, April 22, 2021, 6:44 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row, Lot 2, Design A Bay Shore,NY 11706 Page 10 System 1 1st Bar Graph 10,000 I 8,000 I 6,000 System 1 1st Loss 4,000 31 ,446 Btuh 2,000 0 Floor 14% Glass 26% Ductwork 17% Wall 24% Door 1% Infiltration 18% 15,000 10,000 System 1 1 st Gain 24,443 Btuh 5,000 0 15L Auk* Floor 6% Glass 53% Ductwork 10% AED Excursion 9% Wall 15% Door 1% Infiltration 7% Thursday, April 22, 2021, 6:44 PM Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Pae 11 S stem 2 2nd Bar Graph 15,000 10,000 System 2 2nd Loss 31 ,088 5,000 Btuh 0 Roof 9% Glass 17% Infiltration 17% Wall 22% Ductwork 35% 10,000 8,000 6,000 System 2 2nd Gain 4,000 23,059 Btuh 2,000 0 Roof 10% Glass 39% Infiltration 7% Wall 14% Ductwork 30% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 12 Equipment Data - System 1 - 1st 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 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 13 E ui ment Data - System 2 - 2nd 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: W95TA1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 14 Manual S Performance Data - System 1 - 1st Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 22,631 Outdoor Wet Bulb: 71 Latent Gain: 1,813 Indoor Dry Bulb: 70 Total Gain: 24,443 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,446 Indoor Dry Bulb: 72 Entering Dry Bulb: 71.3 Indoor RH: 30 Supply Airflow: 406 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 22,631 159% Latent Capacity: 12,000 1,813 662% Total Capacity: 48,000 24,443 196% 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 31,446 343% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 15 Manual S Performance Data - System 2 - 2nd Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21,377 Outdoor Wet Bulb: 71 Latent Gain: 1,683 Indoor Dry Bulb: 70 Total Gain: 23,059 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,088 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 392 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 21,377 168% Latent Capacity: 12,000 1,683 713% Total Capacity: 48,000 23,059 208% Heating: Model Type: Natural Gas Furnace, Model:W95TA1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,088 347% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 16 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 7,000 .. . . .... .. .... .. .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .... . .. .. ...... .. .. . 6,000--- . .. . . .. . . .. .. . . . .. . .. . .. . . .. . . . . . . .. . . .. . .... . . . . . . . . . . . . . . . . .. .. ... 5,000 ... . . .. . .. . .. . . .. .. . .... . . .. .. . . .. .. . . .. .. . . .. ......... .. ...... ... 4,000 .. ... ... . .. . . .. . . .. . . . .. ... . .. . ... .. . . . . .. .... .. . ... ❑ D ❑ O (� ❑ D D 3,000 . . . . .. . . .. . . .. . . .. .. . .. . .. . . .. .. . .. .... .. ..... ...I .. .. . . .. .. . 01 .. .. . . .. . .. .. . . .. .. .. .. .. . O i ` D 2,000 . .. .. .... .. .. .. ... .. .... .. .. .... .. . . .. .. 1,000 .. .... .. .... .... ....... .... ...... ... ... .. .... .. ..... ... . .. ... . .. ..... . .. .. . . .. ..... .. .. . . . . . . . . . 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— 1 st FI Dining Room(70/y1 �— 1 st FI Kitchen(33°/4 ---�— 1 st FI Pantry(09/4 1 st FI Parlor(601/4 — 1st R Great Room(73/4 1 st R Bedroom#1 / Goset(541/4 —�— 1 st R Master Bath(30/4 D 1 st Fl Powder Room/ Mudroom/ Hall(51 9/4 —— 1 st FI Foyer Area(411/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Pae 17 S stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 7,000 ... .... .. .... .. .. .. . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. .. .. . . . .... . . .. .. .. . .. . . . . 6,000 .. . .. . ... . ... .. ..... .... . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . .. ... .. ... .... 5,000 .. . . .. . . .. .. . . .. . . . ... . . . .. . . . . . . . . . . . . . . . . .. . . . ... . . . .. . . .. .. . . . . . . 00000####0`J*J 4,000 .. . .. . . . .. . . . . .. .. . .. . .. .. . . . .. . ... ... ..... .. ❑ , Q � ❑ 3,000 .. ... . . . .. . . .. ..... ... .....�`�. 2,000 -- ---- --- .. .. ...... . .. 1,000---- . . . .. .. .. . .. . . .. .. .. .. . . .. .. . ... . . .... . . . . .. . . .. .. . . . . .. .. . . .. .. .. .. . . . . - - 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —1— 2nd R Bedroom#2(501/4 --�— 2nd FI Bathroom#2(310/4 �– 2nd R Bedroom#3/ Closets(469/4 —�— 2nd R Bedroom#4(350/4 — 2nd R Living Room(389/4 —ice 2nd R Front Hall(571/4 2nd R Open-to-below/ Hall(09/4 ❑ 2nd R Bath#3/ Laundry/ Hall(471/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A:Glazing- 38.1 756 0 1,446 1,446 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B: Glazing- 17.1 338 0 648 648 C: Glazing- 106.7 2,121 0 3,744 3,744 F: Glazing- 28 556 0 876 876 02: Glazing- 84 1,667 0 2,623 2,623 01: Glazing- 84 1,666 0 1,905 1,905 E: Glazing- 16.3 324 0 510 510 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 18,161 18,161 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,070 0 1,418 1,418 Infiltration:Winter CFM: 82, Summer CFM:44 5,579 866 966 1,832 System 1, Zone 1 Load Totals: 31,150 866 22,631 23,497 Check Figures Supply CFM: 1,031 CFM Per Square ft.: 0.528 Square ft. of Room Area: 1,953 Square ft. Per Ton: 893 Volume (ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 Zone Loads Total Heating Required: 31,150 Btuh 31.150 MBH Total Sensible Gain: 22,631 Btuh 96 % Total Latent Gain: 866 Btuh 4 % Total Cooling Required: 23,497 Btuh 1.96 Tons (Based On Sensible+ Latent) 2.19 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. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pae 19 FS- stem 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Desai tion Quan Loss Gain Gain Gain K: Glazing- 58.4 1,161 0 1,955 1,955 O: Glazing- 14.4 286 0 529 529 03: Glazing- 21 417 0 496 496 E: Glazing- 16.3 324 0 510 510 C: Glazing- 61 1,212 0 2,074 2,074 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 312 312 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 319 319 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,427 14,427 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,925 0 5,026 5,026 Infiltration: Winter CFM: 76, Summer CFM: 41 5,182 804895 1,699 System 2, Zone 1 Load Totals: 30,148 804 20,348 21,152 Check Figures Supply CFM: 927 CFM Per Square ft.: 0.511 Square ft. of Room Area: 1,813 Square ft. Per Ton: 916 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 Zone Loads Total Heating Required: 30,148 Btuh 30.148 MBH Total Sensible Gain: 20,348 Btuh 96 % Total Latent Gain: 804 Btuh 4 % Total Cooling Required: 21,152 Btuh 1.76 Tons (Based On Sensible + Latent) 1.98 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. Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 20 System 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1 , Zone 1 Loss 4,000 31 ,150 Btuh 2,000 0 Floor 14% Glass 26% Ductwork 16% Wall 25% Door 1% Infiltration 18% 15,000 10,000 System 1 , Zone 1 Gain 23,497 5,000 Btuh 0 Floor 6% Glass 55% Ductwork 6% AED Excursion 9% Wall 15% Door 1% Infiltration 8% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2, Design A 8a Shore NY 11706 Page 21 System 2, Zone I Char Graph 10,000 8,000 System 6,000 2, Zone 1 Loss 4,000 30,148 Btuh 2,000 0 Roof 9% Glass 17% Infiltration 17% Wall 23% Ductwork 33% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 21 ,152 Btuh 2,000 0 Roof 11% Glass 42% Infiltration 8% Wall 15% Ductwork 24% Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 22 Detailed Room Loads - Room 1 - 1st F/ Dining Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 132.2 sq.ft. Supply Air: 175 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.8 AC/hr Volume: 1,190 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 641 ft./min. Percent of Supply: 0 % Runout Air Velocity: 641 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.340 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantfty Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 11.4 X 9 64.6 0.068 4.2 272 2.0 0 128 NW-Wall-R27 2x6 11.6 X 9 63.2 0.068 4.2 266 2.0 0 125 NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SW-GIs-A shgc-0.4 0%S(3) 38.1 0.320 19.8 756 37.9 0 1,446 NW-GIs-G shgc-0.4 0%S 28.8 0.320 19.8 571 31.2 0 900 NW-GIs-H shgc-0.4 0%S 12.3 0.320 19.8 244 31.2 0 383 Floor-R30 2x10 11.6 X 11.4 132.2 0.040 2.2 293 0.7 0 95 Subtotals for Structure: 2,532 0 3,138 Infil.:Win.: 8.6, Sum.:4.6 238 2.473 588 0.429 91 102 Ductwork: 607 240 AED Excursion: 353 Room Totals: 3,727 91 3,834 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 23 Detailed Room Loads - Room 2 - 1st F/ Kitchen (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.6 ft. System Number: 1 Room Width: 14.6 ft. Zone Number: 1 Area: 300.2 sq.ft. Supply Air: 83 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 2,702 cu.ft. Req. Vent. Clg: 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: 612 ft./min. Percent of Supply: 0 % Runout Air Velocity: 612 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.310 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 SE-Wall-R27 2x6 9.6 X 9 86.2 0.068 4.2 364 2.0 0 171 SW-Wall-R27 2x6 20.6 X 9 168.2 0.068 4.2 709 2.0 0 333 NW-Wall-R27 2x6 3 X 9 27 0.068 4.2 114 2.0 0 53 SW-GIs-B shgc-0.4 0%S (2) 17.1 0.320 19.8 338 37.9 0 648 Floor-R30 2x10 14.6 X 20.6 300.2 0.040 2.2 666 0.7 0 215 Subtotals for Structure: 2,191 0 1,420 Infil.: Win.: 10.9, Sum.: 5.8 298 2.472 738 0.429 114 128 Ductwork: 569 115 AED Excursion: 169 Room Totals: 3,498 114 1,832 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 3 - 1st F/ Pantry (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.4 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 37.1 sq.ft. Supply Air: 16 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 334 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 16 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 183 ft./min. Percent of Supply: 0 % Runout Air Velocity: 183 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.040 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 5 X 9 45 0.068 4.2 190 2.0 0 89 SW-Wall-R27 2x6 7.4 X 9 66.8 0.068 4.2 281 2.0 0 132 Floor-R30 2x10 5 X 7.4 37.1 0.040 2.2 82 0.7 0 27 Subtotals for Structure: 553 0 248 Infil.:Win.:4.1, Sum.: 2.2 112 2.470 276 0.430 43 48 Ductwork: 161 22 AED Excursion: 32 Room Totals: 990 43 350 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pa a 25 Detailed Room Loads - Room 4 - 1st FI Parlor (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 142.4 sq.ft. Supply Air: 85 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,281 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 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: 621 ft./min. Percent of Supply: 0 % Runout Air Velocity: 621 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.319 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SE-Wall-R27 2x6 13.7 X 9 92.5 0.068 4.2 390 2.0 0 183 SE-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 38.0 0 1,158 Floor-R30 2x10 13.7 X 10.4 142.4 0.040 2.2 316 0.7 0 102 Subtotals for Structure: 1,442 0 1,504 Infil.: Win.: 5.6, Sum.: 3.0 154 2.471 380 0.429 59 66 Ductwork: 354 116 AED Excursion: 171 Room Totals: 2,176 59 1,858 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite 9oftware Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Pacie 26 Detailed Room Loads - Room 5 - 1st Fl Great Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area: 444.0 sq.ft. Supply Air: 215 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,996 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 108 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 549 ft./min. Percent of Supply: 0 % Runout Air Velocity: 549 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R27 2x6 18.5 X 9 54.5 0.068 4.2 230 2.0 0 108 NW-GIs-F shgc-0.4 0%S (4) 28 0.320 19.8 556 31.3 0 876 NW-GIs-02 shgc-0.4 0%S 84 0.320 19.8 1,667 31.2 0 2,623 Floor-R30 2x10 18.5 X 24 444 0.040 2.2 985 0.7 0 318 Subtotals for Structure: 3,438 0 3,925 Infil.: Win.: 6.1, Sum.: 3.2 167 2.474 412 0.426 64 71 Ductwork: 749 296 AED Excursion: 436 Room Totals: 4,599 64 4,728 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 27 Detailed Room Loads - Room 6 - 1st FI Bedroom #1 /Closet (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.7 ft. System Number: 1 Room Width: 15.2 ft. Zone Number: 1 Area: 359.0 sq.ft. Supply Air: 183 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 3,231 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 467 ft./min. Percent of Supply: 0 % Runout Air Velocity: 467 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.141 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 SW-Wall-R27 2x6 8.4 X 9 75.8 0.068 4.2 319 2.0 0 150 NW-Wall-R27 2x6 15.2 X 9 64 0.068 4.2 270 2.0 0 127 NE-Wall-R27 2x6 23.7 X 9 213 0.068 4.2 898 2.0 0 421 NW-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 31.2 0 952 NW-GIs-01 shgc-0.4 0%S 42 0.320 19.8 833 31.2 0 1,312 Floor-R30 2x10 15.2 X 23.7 359 0.040 2.2 797 0.7 0 257 Subtotals for Structure: 3,723 0 3,219 Infil.: Win.: 15.5, Sum.: 8.3 425 2.474 1,052 0.428 163 182 Ductwork: 928 252 AED Excursion: 371 Room Totals: 5,703 163 4,024 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 28 Detailed Room Loads - Room 7- 1 st F/ Master Bath Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 98.8 sq.ft. Supply Air: 71 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 889 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 0 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.226 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 NW-Wall-R27 2x6 13.8 X 9 108.2 0.068 4.2 456 2.0 0 214 NE-Wall-R27 2x6 7.8 X 9 70.5 0.068 4.2 297 2.0 0 139 SE-Wall-R27 2x6 13.8 X 9 124.5 0.068 4.2 525 2.0 0 246 NW-GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 31.2 0 510 Floor-R30 2x10 1 X 98.8 98.8 0_.040 2.2 219 0.7 0 71 Subtotals for Structure: 1,821 0 1,180 Infil.: Win.: 11.6, Sum.: 6.2 319 2.473 790 0.429 123 137 Ductwork: 508 98 AED Excursion: 144 Room Totals: 3,119 123 1,558 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Pae 29 Detailed Room Loads - Room 8 - 1 st F/ Powder Room/Mudroom/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 17.2 ft. Zone Number: 1 Area: 178.8 sq.ft. Supply Air: 140 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 1,610 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 514 ft./min. Percent of Supply: 0 % Runout Air Velocity: 514 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.220 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 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SE-Wall-R27 2x6 17.2 X 9 124 0.068 4.2 523 2.0 0 245 NE-Wall-R27 2x6 10.4 X 9 78.5 0.068 4.2 331 2.0 0 155 NW-Wall-R27 2x6 8 X 9 52 0.068 4.2 219 2.0 0 103 NW-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 SE-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 38.0 0 1,158 NE-GIs-C shgc-0.4 0%S 15.2 0.320 19.8 303 31.2 0 476 Floor-R30 2x10 17.2 X 10.4 178.8 0.040 2.2 397 0.7 0 128 Subtotals for Structure: 2,757 0 2,450 Infil.: Win.: 12.8, Sum.: 6.8 351 2.473 868 0.427 135 150 Ductwork: 705 193 AED Excursion: 284 Room Totals: 4,330 135 3,076 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 30 Detailed Room Loads - Room 9 - 1 st FI Foyer Area (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 15.5 ft. Zone Number: 1 Area: 260.9 sq.ft. Supply Air: 62 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,348 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 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: 458 ft./min. Percent of Supply: 0 % Runout Air Velocity: 458 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 11.3 X 9 60 0.068 4.2 253 2.0 0 119 NE-Wall-R27 2x6 10 X 9 90 0.068 4.2 379 2.0 0 178 SE-GIs-01 shgc-0.4 100%S 42 0.320 19.8 833 14.1 0 593 Floor-R30 2x10 15.5 X 16.8 260.9 0.040 2.2 579 0.7 0 187 Subtotals for Structure: 2,044 0 1,077 Infil.: Win.: 7.0, Sum.: 3.7 192 2.474 475 0.427 74 82 Ductwork: 490 86 AED Excursion: 126 Room Totals: 3,009 74 1,371 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 31 Detailed Room Loads - Room 10 - 2nd FI Bedroom #2 (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.2 ft. System Number: 2 Room Width: 15.2 ft. Zone Number: 1 Area: 305.9 sq.ft. Supply Air: 197 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 2,753 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 98 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 501 ft./min. Percent of Supply: 0 % Runout Air Velocity: 501 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.162 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 20.2 X 9 146.1 0.068 4.2 616 2.0 0 289 NW-Wall-R27 2x6 15.2 X 9 97.5 0.068 4.2 411 2.0 0 193 NW-GIs-K shgc-0.4 0%S (2) 39 0.320 19.8 774 31.2 0 1,216 SW-GIs-O shgc-0.4 4%S 14.4 0.320 19.8 286 36.7 0 529 SW-GIs-03 shgc-0.4 60%S 21 0.320 19.8 417 23.6 0 496 UP-Roof-R-49 20.2 X 15.2 305.9 0.025 1.6 474 1.3 0 382 Subtotals for Structure: 2,978 0 3,105 Infil.: Win.: 12.6, Sum.:6.8 318 2.704 860 0.469 133 149 Ductwork: 1,884 1,067 Room Totals: 5,722 133 4,321 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 32 Detailed Room Loads - Room 11 - 2nd F/ Bathroom #2 (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: 126.5 sq.ft. Supply Air: 72 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,139 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 525 ft./min. Percent of Supply: 0 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.229 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 NW-Wall-R27 2x6 15 X 9 118.7 0.068 4.2 500 2.0 0 235 NE-Wall-R27 2x6 9.8 X 9 88.5 0.068 4.2 373 2.0 0 175 NW-GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 31.2 0 510 UP-Roof-R-491 X 126.5 126.5 0.025 1.6 196 1.3 0 158 Subtotals for Structure: 1,393 0 1,078 Infil.:Win.: 8.9, Sum.:4.8 223 2.702 604 0.465 94 104 Ductwork: 980 388 Room Totals: 2,977 94 1,570 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Pae 33 Detailed Room Loads - Room 12 - 2nd FI Bedroom #3/Closets (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.2 ft. System Number: 2 Room Width: 25.2 ft. Zone Number: 1 Area: 306.2 sq.ft. Supply Air: 132 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,756 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 483 ft./min. Percent of Supply: 0 % Runout Air Velocity: 483 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R27 2x6 11.2 X 9 87.3 0.068 4.2 368 2.0 0 173 NE-Wall-R27 2x6 12.2 X 9 79 0.068 4.2 333 2.0 0 156 NE-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 31.2 0 952 NW-GIs-N shgc-0.4 0%S 13.3 0.320 19.8 263 31.2 0 414 UP-Roof-R-49 12.2 X 25.2 306.2 0.025 1.6 475 1.3 0 383 Subtotals for Structure: 2,045 0 2,078 Infil.: Win.: 8.3, Sum.:4.5 210 2.705 568 0.467 88 98 Ductwork: 1,282 714 Room Totals: 3,895 88 2,890 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd F/ Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.3 ft. System Number: 2 Room Width: 13.5 ft. Zone Number: 1 Area: 273.4 sq.ft. Supply Air: 166 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,460 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 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: 607 ft./min. Percent of Supply: 0 % Runout Air Velocity: 607 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.306 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 NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SE-Wall-R27 2x6 13.5 X 9 85.9 0.068 4.2 362 2.0 0 170 SW-Wall-R27 2x6 20.2 X 9 182.2 0.068 4.2 768 2.0 0 361 NW-Wall-R27 2x6 13.5 X 9 121.5 0.068 4.2 512 2.0 0 240 SE-GIs-I shgc-0.4 0%S(2) 35.6 0.320 19.8 706 37.9 0 1,350 UP-Roof-R-49 20.2 X 13.5 273.4 0.025 1.6 424 1.3 0 342 Subtotals for Structure: 2,902 0 2,524 Infil.: Win.: 18.1, Sum.: 9.7 456 2.704 1,233 0.467 191 213 Ductwork: 2,029 898 Room Totals: 6,164 191 3,635 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 35 Detailed Room Loads - Room 14 - 2nd FI Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.6 ft. System Number: 2 Room Width: 14.2 ft. Zone Number: 1 Area: 192.4 sq.ft. Supply Air: 122 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 1,732 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 696 ft./min. Percent of Supply: 0 % Runout Air Velocity: 696 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.548 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 14.2 X 9 108 0.068 4.2 455 2.0 0 214 SW-Wall-R27 2x6 7.4 X 9 66.8 0.068 4.2 281 2.0 0 132 NE-Wall-R27 2x6 13.6 X 9 112.2 0.068 4.2 473 2.0 0 222 SE-GIs-K shgc-0.4 0%S 19.5 0.320 19.8 387 37.9 0 739 NE-GIs-L shgc-0.4 0%S (2) 10 0.320 19.8 198 31.2 0 312 UP-Roof-R-49 13.6 X 14.2 192.4 0.025 1.6 298 1.3 0 241 Subtotals for Structure: 2,092 0 1,860 Infil.: Win.: 12.6, Sum.: 6.7 317 2.705 856 0.468 133 148 Ductwork: 1,447 659 Room Totals: 4,395 133 2,667 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Pa a 36 Detailed Room Loads - Room 15 - 2nd FI Front Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.2 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 1 Area: 67.8 sq.ft. Supply Air: 73 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.2 AC/hr Volume: 611 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 537 ft./min. Percent of Supply: 0 % Runout Air Velocity: 537 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.240 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 11 X 9 73.6 0.068 4.2 310 2.0 0 146 SE-GIs-J shgc-0.4 4%S 25.4 0.320 19.8 504 36.7 0 934 UP-Roof-R-49 6.2 X 11 67.8 0.025 1.6 105 1.3 0 85 ---- _ _ _ --- - _ - _ 5 Subtotals for Structure: 919 0 1,165 Infil.: Win.: 3.9, Sum.: 2.1 99 2.707 268 0.465 42 46 Ductwork: 583 397 Room Totals: 1,770 42 1,608 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 37 Detailed Room Loads - Room 16 - 2nd F/ Open-to-below/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.7 ft. System Number: 2 Room Width: 25.9 ft. Zone Number: 1 Area: 354.2 sq.ft. Supply Air: 32 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 3,188 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 32 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 368 ft./min. Percent of Supply: 0 % Runout Air Velocity: 368 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.156 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 NW-Wall-R27 2x6 4 X 9 36 0.068 4.2 152 2.0 0 71 UP-Roof-R-49 13.7-X 25.9 354.2 0.025 1.6 549 1.3 0 443 Subtotals for Structure: 701 0 514 Infil.:Win.: 1.4, Sum.: 0.8 36 2.694 97 0.472 15 17 Ductwork: 392 174 Room Totals: 1,190 15 705 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Ba Shore,NY 11706 Page 38 Detailed Room Loads - Room 17 - 2nd FI Bath #3/Laundry/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 2 Room Width: 19.8 ft. Zone Number: 1 Area: 186.8 sq.ft. Supply Air: 135 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 1,681 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 493 ft./min. Percent of Supply: 0 % Runout Air Velocity: 493 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.203 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 SE-Wall-R27 2x6 19.2 X 9 142 0.068 4.2 599 2.0 0 281 NE-Wall-R27 2x6 9.4 X 9 74.5 0.068 4.2 314 2.0 0 148 SE-GIs-C shgc-0.4 4%S (2) 30.5 0.320 19.8 606 36.8 0 1,122 NE-GIs-M shgc-0.4 0%S 10.2 0.320 19.8 203 31.3 0 319 UP-Roof-R-49 9.4 X 19.8 186.8 0.025 1.6 289 1.3 0 233 Subtotals for Structure: 2,011 0 2,103 Infil.: Win.: 10.2, Sum.: 5.5 257 2.705 696 0.466 108 120 Ductwork: 1,329 729 Room Totals: 4,036 108 2,952 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2, Design A Bay Shore NY 11706 Page 39 Room Cooling and Heating Loads Bar Graphs i I 1st FI Dining Room 1 st FI Kitchen d Cooling 1 st FI Pantry 1 st FI Parlor 1 st FI Great Room 1 st FI Bedroom#1 /Closet 1 st A Master Bath 1 st FI Powder Room/Mudroom/Hall M Heating 1 st FI Foyer Area 2nd FI Bedroom#2 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row, Lot 2, Design A Bay Shore,NY 11706 Page 40 Room Cooling and Heating Loads Bar Graphs 2nd FI Bathroom#2 Cooling 2nd FI Bedroom#3/Closets 2nd FI Bedroom#4 2nd FI Living Room 2nd FI Front Hall 2nd FI Open-to-below/Hall I Heating 2nd FI Bath#3/Laundry/Hall 0 2,000 4,000 6,000 8,000 Btuh Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 41 Room Cooling Loads Bar Graphs 1st FI Dining Room 1 st FI Kitchen Sensible 1 st FI Pantry 1st FI Parlor 1 st FI Great Room 1st FI Bedroom#1 /Closet 1 st FI Master Bath 1 st FI Powder Room/Mudroom/Hall I Latent 1 st FI Foyer Area 2nd FI Bedroom#2 0 1,000 2,000 3,000 4,000 5,000 Btuh Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore NY 11706 Page 42 Room Cooling Loads Bar Graphs 2nd FI Bathroom#2 Sensible 2nd FI Bedroom#3/Closets 2nd FI Bedroom#4 2nd FI Living Room 2nd FI Front Hall 2nd FI Open-to-below/Hall I Latent 2nd FI Bath#3/Laundry/Hall 0 1,000 2,000 3,000 4,000 Btuh Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2, Design A Bay Shore,NY 11706 Page 43 System 1 Room Load Summary -- Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1st FI Dining Room 132 3,727 49 2-5 641 3,834 91 175 175 2 1 st FI Kitchen 300 3,498 46 1-5 612 1,832 114 83 83 3 1 st FI Pantry 37 990 13 1-4 183 350 43 16 16 4 1 st FI Parlor 142 2,176 28 1-5 621 1,858 59 85 85 5 1 st FI Great Room 444 4,599 60 2-6 549 4,728 64 215 215 6 1 st FI Bedroom#1 359 5,703 74 2-6 467 4,024 163 183 183 /Closet 7 1 st FI Master Bath 99 3,119 41 1-5 521 1,558 123 71 71 8 1 st FI Powder 179 4,330 56 2-5 514 3,076 135 140 140 Room/Mudroom /Hall 9 1 st FI Foyer Area 261 3,009 39 1-5 458 1,371 74 62 62 Duct Latent 761 Return Duct 296 0 18.5 System 1 total 1,953 31,446 406 22,631 1,813 1,031 1,031 System 1 Main Trunk Size: 12x15 in. Velocity: 825 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summar Cooling Sensible stent Sen-s-b-le Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.04 93%/7% 22,631 1,813 24,443 Recommended: 2.51 75%/25% 22,631 7,544 30,174 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 Thursday, April 22, 2021, 6:44 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 2,Design A Bay Shore,NY 11706 Page 44 System 2 Room Load Summar Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 10 2nd FI Bedroom#2 306 5,722 74 2-6 501 4,321 133 197 197 11 2nd FI Bathroom 127 2,977 39 1-5 525 1,570 94 72 72 #2 12 2nd FI Bedroom 306 3,895 51 2-5 483 2,890 88 132 132 #3/Closets 13 2nd FI Bedroom#4 273 6,164 80 2-5 607 3,635 191 166 166 14 2nd FI Living 192 4,395 57 2-4 696 2,667 133 122 122 Room 15 2nd FI Front Hall 68 1,770 23 1-5 537 1,608 42 73 73 16 2nd FI Open-to- 354 1,190 15 1-4 368 705 15 32 32 below/Hall 17 2nd FI Bath#3/ 187 4,036 53 2-5 493 2,952 108 135 135 Laundry/ Hall Duct Latent 707 Return Duct 940 1,029 172 System 2 total 1,813 31,088 392 21,377 1,683 927 927 System 2 Main Trunk Size: 12x14 in. Velocity: 795 ft./min Loss per 100 ft.: 0.103 in.wg Cooling System Summary Cooling Sensible/Latent F7- Tons Sit Stuh Net Required: 1.92 93%/7% 21,377 1,683 23,059 Recommended: 2.38 75%/25% 21,377 7,126 28,502 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: W95TAl 151524MSA 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 Thursday, April 22, 2021, 6:44 PM P, TRIFOR E OPEN JOIST i • There -rated solution for unfinished ceiiing 2015/2018 As -onCerns grow over fire performance, an increasing number of . R302.13 states are requiring that first floor f(aming meets the R302 13 - Fire protection of floors of the 2015 2018 international Residential Code (IRC) HED The 2015/2013 IRC versions, accepted by a majority of states, require that unprotected floor/ceiling assemblies exceed a minimum level of fire resistance to address safety concerns. Before now, the cost of achieving this fire resistance has limited builders Uniform nifor E S to expensive options. With TRIFORCE' open joist, builders can now meet both fire performance and quality of floor standards while enjoying an open joist solution. Accredited by the American Based on thorough testing conducted by an approved independent laboratory, and National Standards Institute evaluated and found compliant by Uniform ES, TRIFORCE open joist has demonstrated (ANSI) and the Standards outstanding fire performance. We are proud to announce that TRIFORCE' open joist Council of Canada (SCC) has been evaluated for equivalent fire-resistant construction to dimensional lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, in accordance with Exception 4 of Section R302.13 of the 2015/2018 International Residential Code- (equivalent to section R501.3 of the 2012 IRC). CTM Now builders can again enjoy the benefits of a high quality engineered floor system without costs additions such as drywall ceilings or sprinkler systems See the TRIFORCE"'evaluation report at: www.iapmoes.org/Evaluation Reports BUILT BY Barre re d TRIFORCE' open joist meets IRC floor fire-protection code for unfinished ceilings Trimmable at one end • Finger jointed - No metal connectors. • Made-to-stock • And all the benefits of an open joist! Al F I E � E�1- r 2 In compliance with Exception 4 to 3 Section R302.13 of the 2015/2018 IRC TRIFORCE open joist has been evaluated for equivalent 3/8' x 1" x 15 or 15 gauge staples may be substituted for nails fire-resistant construction to 2-inch-by-l0-inch nominal or screws and shall be installed on both faces with two rows of dimension lumber in accordance with Exception 4 to Section staples at 6" o.c. with 2" edge spacing. R302.13 of the 2015/2018 International Residential Code` If cladding cannot be installed using the fastener options (Section R501.3 of the 2012 International Residential Code'), above, it may be attached with a '4" to 3/8" bead in a«Z when installed as follow: pattern)).of PL400 structural adhesive (or equivalent) per the -FiSheatmanufacturer's instructions. Materials and installation shall be in accordance with section Detail A 8503 of the International Residential Code'. TRIFORCE�il trimmabie pend (protection 2" TRIFORCE' Equivalent performance and qualification as Exception 4 is certified in IAPMO UES ER-539. 3-Tn;-nmable end protection TRIFORCE' open joist to be dad with minimum 1/2" unrated 2"' gypsum board or 19/32" wood structural panel fully covering 6 1/2" unrated gypsum board both faces of the 3/8" OSB end panel fastened with 1" nails or or 19/32" wood structural panel screws at 6" o.c. with 2" edge spacing. See Detail A. BUILT BY To view the installation in detail, please Barrelle / download the TRIFORCE Spec;fier Gude at www.openjoisttriforce.com/fire-rated 800-261 - 3-7265 i 4 Y p s h ' 4 + IP - 'q. :f4 l yM' , q R f t « T •� q � 44 5/16/22, 12:17 PM -�U 7 V— Ku1- image_50422273.JPG a qT.f6 M-• 4 S y J , ,,.;. ,. https://mai1.google.com/mail/u/0/?tab=rm&ogbI#search/+lot/FMfcgzGpFggmzbQWTxwdVXfLRfMQXVKj?projector=1 1/1 5/16/22, 12:18 PM �.,' ��Z�j 1 I1"67338572048_D02D6E3A-0040-4FD9-AD74-1659FA5E14CF.jpg v - IF ••1y�, a https://mail.google.com/mail/u/0/?tab=rm&ogbl#search/+lot/FMfcgzGpFggmzbQWTxwdVXfLRfMQXVKj?projector=1 1/1 5/16/22, 12:17 PM ��(��' '�p`Z?lCi - 1��,N` 1 image_50457089.JPG .P� 1. - flv wc _ Un https://mail.google.com/mail/u/0/?tab=rm&ogbl#search/+lot/FMfcgzGpFggmzbQWTxwdVXfLRfMOXVKj?projector=1 1/1 Q IRS t, d� .'+ 1. �`�� r ,A� If ov lk �Y � 44 p�p� 1X v Y 4, 1 � _ •�.�rtl,. � • � fir. J•�J �.� p,'afl f-,x' �/ �ly��N�'yT.1�w,. � ��•! h' f_ OF mI• 1 `y R`. — 'y`,•moi` • • ' � : � COIVINJENTS � ' FIELD:INSPECTION REPORT -DATE VN C% FOUNDATION(1ST) H FOUT IDATXON'(M? ROUGH FRAMING:& . PLUIVIBIN.G: � .. •..• , . � • � . i � r INSULATION.PER N.Y. STATE-ENERGY CODE L�. , a 23 G• .So�� . b:!•tali.e, Ste+ lc D[vcc v` (~-ri•+ l s� .plow to cl �,rS�' reSaifs. s.w�S . K ✓rail '�o,, ark dc' .�e�.•�.::../ (�,ka ' �l"Adl Swot FINAL•• r : 7 ltc.Fr:c ... . vF:(i•t � 1 • .• •, ZZ g� YL •3�. ... G(FClGS�� d� � ��i�eij 7 SSG T :w t��s /✓1= pL&&4 ,r&j P4T.To zvb ADDITIQNAL CO , NTS r . q- I- I X15 rr t z J N >1 m TOWN OF SOUTHOLD—BUILDING DEPARTMENT A Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_go_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only U APR 2 7 2021 PERMIT NO. Building Inspector: I ) Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:4/26/21 OWNER(S)OF PROPERTY: Name:Constantino Marra SCTIVI#1000-113-07-19.31 —F Project Address:Cox Neck Rd, Mattituck, NY 11952 (Lot 2) Phone#:646-343-7400 Ercall:marrconllc@gmaii.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT'PERSON: Name:AMP Architecture, Jessica Magee Mailing Address: 1075 Franklinville RD., Laurel, NY 11948 Phone#:516-214-0160 EmailJrriag ee@amparchitecture.com DESIGN PROFESSIONAL INFORMATION; Name:Anthony Portillo Mailing Address:1075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email: aporti I lonam parch itect.com CONTRACTOR INFORMATION: Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure LIAddition DAlteration E]Repair ElDemolition Estimated C I ost of Project: Elother $ Will the lot be re-graded? ZYes L,fNo Will excess fill be removed from premises? Vyes ONO PROPERTY INFORMATION Existing use of property: VaCanf � Intended use of property: U11e emiq o(. i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to -lam this property? ❑Yes ZNo 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):fwcht-�Cyle,awa May&uthorized Agent ❑Owner Signature of Applicant: Date: H/au f a STATE OF NEWYORK) COUNTYOF. SAT } 1 11'\\ _k ,1 11-act Yle, UMl Ca MACgoingduly sworn,deposes and says that(S)he is the applicant (Name of individual signing contract)above named, (S)he is the 1`K.1('�� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Nott Public `�g(ATEp�'., DeboreA Orlowski raoraAv Notary Public,State of New York - L, R *= No.01OR6280392 PROPERTY(OWNER a UTHORIZAT16--k � :' Qualified in Suffolk County (Where the applicant is not the owner) hH, Yi]A �` Cotnm(sslonExpimOS113120-R 1, _1/0115�,W hi 7,0 residing at -// /5-M /7V&7v--l- 31ec (moi A¢ Ad Voris 116,-7q do hereby authorize 17/�l� �Ch/ �'z �—� to apply I on my behalf to the Town of Southold Building Department for approval as described herein. //01,-R-ogZ/ i Owner's Signature Date j Print Owner's Name U 2 o�o��FFot,��oG _� y< BUILDING DEPARTMENT-Electrical Inspector req x TOWN OF SOUTHOLD Gy Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �h01 �a0 Telephone (631) 765-1802-FAX(631)765-950 Temporary Certificate # -0 54v Date 67 2021 Customer Name C_ Electrician Name oDel-6t4ilAA Address , � Phone Jr' 0 c— e-mail e-mail 126 p aA , Phone License# Size 1._00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "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 ays fom the date ove. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOL D Towyn HaII Annex - 54375 Main Road - PO Box 11,79 Southold, New York 11971-0959 ephone (631) 765-1802 - FAX (631) 765-9502 i $ � 5 err southoldtownn ov — seand(cD-southoldtownny.gov N 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-MEerria,it: .39Oo.peratingco@optonline.net Phone No:.6315890535 El request an,email'c_ opy of Certificate of Compliance Address.: LOT#2 - 365 Royalton Row, Mattituck . JOB SITE INFORMATION- .(All Information Required) Name:Marratime Cap LLC , Address: LOT #2 - 365.Royalton Row; Mattituck Cross Street: Phone No.: 6315890535 BIdg.Permit#: 46239 email: 390operatingco@optonline.net Tax Map District: 1000 Section: `?� Block: Lot: qj BRIEF DESCRIPTION OF WORK (Please Print Clearly) NEW HOUSE CONSTRUCTION NEW HOUSE CONSTRUCTION NEW HOUSE CONSTRUCTION Check All That Apply: Is job ready for inspection?:. DYES ®NO ❑.Rough In Final Do you need a Temp Certificate?: EYES [:]NO Issued On7/14/21 C�,i Via( �� -•I- Temp Information: (All information required) Service Size Z1 Ph ❑3 Ph Size:200 A # Meters Old Meter# Z New Service Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame [:]Pole Work done on Service? QY ❑N Additional Information: PAYMENT DUE WITH APPLICATION l Electrical Inspection Form 2020.xlsx PERMIT ft Ad,� Or �� O I��il ��• � �� SwitchesWA, j '1 I I Outlets GFI's 5. Surface 1 Sconces 1 JWW'WD f' H H' Wp UC Lts :_;..,�:,..:.-.r:..: '..-�.�,_.-a:e'-_r..::..;-_5.v=:;;-•,.,,v�•.u�..-:�'a-..t_��_«.._.......,..-- _ - .. ..,.e..................w.,.,,....,......=c-r.............,,.:- �.,,.._.se >._.. ,.+..�.,u.,..r.._,.._...,...,,..,x..,�a,..._a._.t ..� �I Fans Exhaus� Oven y , Smokes DW Mine Carbon IVlicro". .. Gener or- .'` ._ Combo Cooktop Transfer AC �' AH Hood Service Amps Have Used Special: Comments. ` 6�jCLA T - l _ '- �° Telephone 631 765-1802 Town Hall Annex .. ,ems � '� p ( ) 54375 Main Road r Fax(631)765-9502 P.O. Box 1179 Y Southold, NY 11971-0959 f BUILDING DEPARTMENT f NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION;PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: April 26,2021 Owner: Constantino Marra Location of Property: Cox Neck Road, Mattituck NY 11952 (Lot 2) Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture, Jessica Magee Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 LLCBrooklyn Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 April 26, 2021 Re: Royalton Row—Lot 2 Cox Neck Rd Mattituck NY 11952 SCTM: 1000-113-07-19.31 To Whom It May Concern, Enclosed please find the Building Department Application for Constantino Marra—Royalton Row Lot 2. • Suffolk County Health Department approved plans • Building Permit Application • Storm Water Management Plans • Manuals J&S • Rescheck If you have any questions, please feel free to contact our office. Best regards, Jessica Magee AMP Architecture,PLLC Administrative Coordinator Office: 516-214-0160 Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 2 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,548 ft2 Glazing Area 18% 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 e . . - . if- Compliance: 19.3%Better Than Code Maximum UA: 652 Your UA: 526 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 Grbss Area RAValue Ceiling: Flat Ceiling or Scissor Truss 2,260 49.0 0.0 0.026 59 Ceiling 1: Cathedral Ceiling 282 0.0 49.0 0.020 6 NORTH Wall:Wood Frame, 16" o.c. 1,236 13.0 14.0 0.037 37 Door: Glass Door(over 50%glazing) 38 0.300 11 SHGC: 0.40 Window:Vinyl Frame 204 0.300 61 SHGC: 0.40 WEST Wall:Wood Frame, 16"o.c. 821 13.0 14.0 0.03.7 23 Door 1:Solid Door(under 50%glazing) 144 0.300 43 Window 1:Vinyl Frame 65 0.300 19 SHGC: 0.40 SOUTH Wall: Wood Frame, 16"o.c. 1,116 13.0 14.0 0.037 29 Door 2: Glass Door(over 50%glazing) 162 0.300 49 SHGC: 0.40 Window 2:Vinyl Frame 182 0.300 55 SHGC: 0.40 EAST Wall: Wood Frame, 16"o.c. 910 13.0 14.0 0.037 31 Window 3:Vinyl Frame 70 0.300 21 SHGC: 0.40 Project Title: Royalton Row Lot 2 Report date: 04/21/21 Data filename: Pagel of 2 Gross Area, Assembly o r-, Cavity a Pentneteri Floor:All-Wood Joist/Truss 2,483 30.0 0.0 0.033 82 Compliance Statement. The proposed building design described her is onsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed b ildi ha sign d to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandat ry r ements lis in the REScheck Inspection Checklist. &Am] 110 g1do/a. I Name-Title Sign t Date 4 D AIy M. 1 t� �Op Project Title: Royalton Row Lot 2 Report date: 04/21/21 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Insulation Rating R�.,V?due ' Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.OU Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SH.GC' Window 0.30 0.40 Door 0.30 0.40 Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments INNOVATIVE E ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(VA OWTS) LEAC,HIN6 POOLS(2) 1. VA OWT5 SMALL HAVE A KNR4JM TREATMENT GAPAGTY OF 550 GPD 05 BEDROOMS). I. MINIMIM LEACFBNG SYSTEM FOR A 5 BEDROOM HOUSE 15 400 FT2 SIDEWALL LEACHNS ARBA PROPO5E'D NORME.GO'SNSUI.AIR WO-K11ETIG WASTEKATER TREATMENT 5Y5TEM MODEL (2)V41 x V MTMTNE DEPTH LEAGMNS POOLS PROVIDE 400 FT°LEAC.MNF AREA TNT-500'PRDVIDES 600 GPD TREATMENT GAPAGITY. N a's x a'EFFECTIVE DEPTH L.EAGMNG Pool PROPOSED FOR sols EXPANSION 2. INSTALL ALL GOMRONINTS AS PER MANU.5PEG5. S. A 10'MN.DISTANCE BETYEEN THE VA OWT5 AND BUILDING WITH SHALL 2. LEACHING POOLS TO BE GONSTRUGTiD OF PRECAST 1zEMFORGED CONCRETE(OR EGUAU. BE MAINrANED,OR W MN.DISTANCE IF BUILDING 15 UPON A SLAB. 'S. ALL COVER'`SHALL BE OF PRBGAST RETFlFORCED CONCRETE(OR EQUAL)- 4. A S'MIN.DISTANCE BETY'EEN THE VA OWTS AFP DIST.BOX SHALL BE MAINTAINED. 4. A 10'MIN.D15TANCE BETWEEN LEACHING POOLS AND WATER LINES SHALL BE MAINTAINED. S. AN aM .DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAMM PROP.(5)BEDROOM N DWELLINEa PRO IM NE34 NORYECO SIN6ULAIR 2 5ECA??,VARY SAFETY SIO-KINETIC,WASTEWATER FEEL=A6J' COVERS BENEATH EAGFi TREATEMENT SYSTEM PRIMARY COVER(TYYJ MODEL TNT-500 POLYLOK 20'D-BOX r1/5EG11RITY ORATE($AFFLE REO'D IF INLET Z z GA AVO.6W.ADE EL :44.1' PITCH EXGELI�� 'PER FOOT) 5%MAXIMUM SLOPE GA. MIN.4'DIA. 1'MIN.` - 1'MIN, . Q 4 SDR 55 PVC, 25'MAX. MIN.4'DIA. 2'MAX. Q EGUIV MIN.4'DIA. `r _-_ 35 S SDR 55 PVC,OR DR PVC,OR MIN.PITCH - _ EQUIVALENT n EGUIVALENT' :. _ v S- y MIN.PITCH I' ----------FLOW LUNE Uv MIN.PITCH k".I' aQ o (PROVIDE END GAP n r NE H BASEF ENr TYPE LEVELING - - -• - - j: � DEYIGES AT OUTLETS) LEACHING POOL PROVIDE 12'THr- Q (MIN)BED OF 4 F L1J SAND OR PEA 6RAVEL BENEATH DISTRIBUTION BOX " H REPLACE EXIST.SOIL_/ T b-o' W ;i w/V GLEAN SAND _ J DOLLAR SURROUNDING LP WHERE EXIST.SAND U J E GRAVEL(SPISVO LAYER NOT PRESENT Q PROPOSED I/A ONTS DETAIL SCALE: NT5 STOPPER. OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER END PLUG tw wW W W F-+ 1—t Q SEWER. PIPE \ / 45' ELBOWS 30' ELBOW 1 45• ELBOW �— E0 14^fE ALTERNATE "A" ALTEP.I-ATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 120 VOLT- 10 -60 Hz-20 AMP SERVICE MAINE L E G`�`I R I G A L NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. GLEAN-OUT (C.O.) DETAIL PANEL AT DWELL I NC SCALE: NT5 MAIN BREAKER 9 1v, ® ® ¢ ¢ ® ® ® O W l� o i HG) ® SaMCE PW-M= SERVICE PRO 01C ON ON GN W®LON K" 12:42 PM R. 758 OFF OFF OFF ,www SERNCEPROMR100M NO 0Por, C. U,UFF "xx_F (YUFF NORWAU(,ONO-USA IFRATOR Bfl�(ENBREMER 8REA?" RED A M. O �J` 1NI O I „111 i 1� ELE ® RESET � I i !! 1:10 9T 037405 -l0 ( ; I 11 ® ® ® SOF NE`1� �' tII1Ht6 � � tllltl DEDICATED 20 AMP PUMP AERATOR MAMAS COMA 1 2 3 1 2 3 PROJECT. BREAI%RS -__--' RELAYAUX AL•IDC AVX as An1R2 PIAw• NAroR AU1fa6 1 1 3 1 1 SINGLE-PHASE R� ROAD r 1 nc rx .+coM+NG "Ap AERATOR oNbFE ALARM ouERmoE CIRCUIT BREAKER Ll N G Vl N G Al N G 1 2 3 4 5 6 R OYA LTO N ROW IL x x x TL x JL x IL $L x FL EL x x MGOANG nlAv AERATOR d+'OIF AUfAI OVERROE ® ® Lt N G P N G At NG I 1 1 2 1 3 ♦ 1 5 6 ® POWER ® FLOATS ® LOT 2 SUFFOLK: COUNTY HEALTH DEPARTMENT APPROVAL ® ¢ SERVICE PR®'WWV BY NORWECO,INC.NORWALK,OHIO U.SA COX NECK ROAD MATTITUCK, NY 11952 I ELECTRICAL SERVICE TO WASP SERIES CONTROLS DRAWING TITLE: NORWECO SERVICE PRO PROPOSED I/A OWTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS _4&L8 = CONTROL CENTER 3 WIRING DIAFRAM NOTE MANUFACTURER'S IN5TALLATION IN5TRUCTIONS SHALL BE CONSULTED 115 VAC HIGH HEAD SMGIAAIR B ON 1 OFF MGH WATER ALARM TIMER OVERRIDE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORWECO SERVICE PRO WASP CONTROL CENTER. SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE I,PAGE: FROM MANUFACTURER. INSTALLER SHALL CONSULT M05T UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER 4 ENSURE INSTALLATION 15 IN GENERAL NOTES: -- PART NUMBER: COMPLIANCE W ALL MANUFACTURER SPECIFICATIONS, NATIONAL SP-2__ ELECTRICAL CODE, AND APPLICABLE LOCAL CODE5. Gf A DEDICATED 20 AMP CIRCUIT BREAKER AT MAN SERVICE PANEL SHOULD NOT BE ENERGIZED u s ��/�� 00 UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. AND --------- -- fawm PATENTS - - (Z INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. PErosc SERVICE PRO JMA1 WASP SF ES "VMG MAGR N 0�152l115 THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. Nr5 DATE: 04/12/21 2 OF 2 MMXw PC3T/19 NORNECO SERV I GE PRO WASP CONTROL CENTER 4 W I R I NC D I AC RAM SCALE: NT5 (I)UNAUTHORIZED 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 EASTING STRUCTURES ARE FOR A SPICIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LEGEND OIIWQ-d-ITMI. *4400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.727.2505 fax. 651.721.0144 BBA = BELGIAN BLOCK APRON \ \ J adminc�youngenglneering.com BBG = BELGIAN BLOCK CURB GE = CELLAR ENTRANCE � 4 pltq GH = CHIMNEY \ GMF = CONCRETE MONUMENT FOUND GMS = CONCRETE MONUMENT SET \�� _ _ Howard W. Young, Land Surveyor GP = CONCRETE PAVEMENT � - _ Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer MTLF = METAL FENCE 1 OL = ON PROPERTY LINE __ Robert G. Tost, Archltect RO = ROOF OVER \ O� _ _ _ Robert 5tromski, Architect WMR = WATER METER - W5F = WOOD STAKE FOUND \ W55 = WOOD STAKE 5ET `` • = END OF DIRECTI ON/DISTANCE - SITE DATA AREA = 51,155 50. FT. r SUBDIVISION - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE ' OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2015 A5 FILE ' NO. 12105. r � r A o 0 VERTICAL DATUM = NAV DATUM (1985) � S r A47ao / - C I / � .0 ! 0 0 NI s Lo % i 5URVEYOR'S CERTIFICATION o WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT 1 THI5 SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE OF N 0 yq�toh /� ( PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 5URVEYOR5. 11 r - �3 Z 3 Lot 2 6� ' 0 %�\ ' M Subdivision - -'r�i p=o e°�17S fit' , 0 c> ` \ "Estates of Ro olton — C,OKG.PAD UNIT O !.4'm o 00 0 1 � II HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 �....- 3 a N m r (pIt oy m O A 3.5' in 34, 6.1' °ZF- N ICY n F _ O 111 +' > k a 2.0' p s p SUR a 11 1 \ J � O _ 6.5' ° 3.4' _ 44.5' —j .... �1 t / Y L I FOR U- (A MARRATI ME CAPITAL, LLG KAI J1.I o�' r �� (� \\ LOT 2 "E5TATE5 AT ROYALTON" 25 4' \ E at Maw ttituck, Ton of Southold Suffolk County, New York t 5TOM \ �' z DRI�wAY FOUNDATION LOCATION 5URVE"( \\\ \\ \ `% County Tax Map District 1000 Section 115 Block 07 Lot IC-f.51 �ELV SURVEY COMPLETED MAY 10, 2022 4 PREPARED MAY I7, 2022 V \ 4\S a\IrorT ' / o-4 �4F I' `S I'' REVI51oN Record of Revisions DATE 5ado� SANITARY MEASUREMENTS J ' ' A B O � ' ST 50' 15.5' m 40 O 20 40 80 120 DB 52.5' 26' LPI 47' 52.5' Scale: 1 II = 40' a LP2 61' 54' JOB NO. 2021-0085 DWG. 2005_0515_0002_2021_0085_foundotion I OF I CSS yC� - Row — PUAA-1f (023 (1)UNAUTHORIZED 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 EXISTING STRUCTURES AREFOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES 0"THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED 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 TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSONEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LEGEND ,,0".p,,,I 400 Ostrander Avenue, Riverhead, New York 11901 BBA = BELGIAN BLOCK APRON \ tel. 631 dmin® o5un ax. 6511er21n O1om 44 BBC = BELGIAN BLOCK CURB J' y gen g g GE = CELLAR ENTRANCE j GH = CHIMNEY \ +� GMF = CONCRETE MONUMENT FOUND Ho GMS = CONCRETE MONUMENT SET ward W. Young, Land Surveyor GP = CONCRETE PAVEMENT Thomas GW . olpert, Professional Engineer Ox MTLF = METAL FENCE _ _ Douglas E. Adams, Professional Engineer � �_ 1 OL = ON PROPERTY LINENiE7_: j� �_ = ROOF OVER \ \ - , %_0 - - - Robert G. Tost, Architect RO WMR = WATER METER Robert Stromski, Architect W5F = WOOD STAKE FOUND \ WSS = WOOD STAKE SET �_ • = END OF DIRECTION/DISTANCE - _ SITE DATA L=3q•27 , ------- AREA = 51,155 5Q. i-T. SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE 1 OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE NO. 12105. 0 O 1 * VERTICAL DATUM = NAV DATUM (1988) co U I _ 1 �fly J � v I 1 N cl SURVEYOR'S CERTIFICATION cl t2 S o /oh i * WE HEREBY CERTIFY TO MARRATIME CAPITAL LLC THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 0 `oh /,4 , 1 PRACTICE FOR LAND SURVEYS ADOPTED BY THE NI=W YORK STATE ftjZ ASSOCIATION OF PROFESSIONAL LAND 5URVEYOR5. ILI S�3 /c� 1 Z F- I �r '� i�i�E IZI � 4C Lot 2s e�� Subdivision - `=�/�p o /7$ 1 O ( ;. �7 o "E5tate5 of Royalton" �^�s% '0o� C1* MI , FAV N ry 75.6' N^r,UKIT _ ® p r L 1 Q 11.4'Raj 21.0' 0 I I ,'<-, A I C; L T o .�4 0 00 �0 1 I HOWARD W. YOUNG, 5. L.S. NO. 45893 C 1 N � m � (p 0 3� - 4_5. � - - ' SURVEY FOR MARRATI ME CAPITAL,TAIL, LLC 2.4' 2' SVIGE LOT 2 "ESTATE5 AT ROYALTON" 25 4' r ` 0; \ I ` ��.� \ at Mattituck, Town of Southold b m o G� \ �1 I `� Suffolk County, New York C-4 STONECq Y F I NAL 5URVEY County Tax Map District 1000 Section 115 Block 07 Lot IQ.51 �(/( lkoire' FIELD•SURVEY COMPLETED MAY 10, 2022 a \ BUILOIN -)+'FMAP PREPARED \o �OTt�v.m,1 OF. IJTH'_1,_I MAY I I, 2022 Record of Revisions NSA � LO J\6�Of\ O\tof\ , , / REVISION DATE J10 C\ o c fLOy , totes ,ASS ' SAN I TArRY MEASUREMENTS ' A $ J 5T 50' 18.5' / 40 O 20 40 &0 120 m DB 525 26' LPI 47' 32.5' SGAI e: 1" = 401 a LP2 61' 34' JOB NO. 2021-0055 DWG. 2003_0313_0002_2021_0055_fs I OF I RO.1�GT / ZON I NO DATA ; LOT GC7VRl�OE Q W TAX MAP # AREA 10 LOTDESCRIPTION (FOOTPRINT) JCOVERAGE ZONINO DISTRICT TOTAL LOT AREA - - _ - �! , li -•- _ - III . !I 51,153.0 S.F. �� Q ACRE-SLOT AREA 0. -_-_--_--- - -____ ----- _ PROPOSED BUILDING 2,058.0 S.F. 6.6`Yo 0 WETLANDS D15TRIGT N N/A - ;r J DEG DISTRICT N N/A PROPOSED GARAGE � 622.0 S.F. 2.09b (, PROPOSED PATIO ~ 4-16.0 S.F. � 1.590 � SUFFOLK COUNTY HD APPROVAL R-21-0611 5 I d 3156.0-S.F. �_.____� ____._._ _._... .____ __.__ ______..._.. ___, �� TOT OF ALL STRUGTUR�MAX1 = � t MUM LOT GOVERACE ALLOWED - :2090 z 8� L 240 6, HABITABLE SPACE PROPOSED I - - -- - 0 ............ ' BASEMENT AREA D S.F. EL. 44.08 - --- - -- FIRST FLOOR AREA 2,058 S.F. W q SECOND FLOOR AREA 1686 S.F. > Itt b J TOTAL BEDROOM COUNT I 4 z M Cfl / Y } c z . 4 � zN EL. 42.14' Lo IIx r-I 1` Lo O 04.04.2016 W \ DRA I NAOE 5Y5TDM GALGULATI ONS 5O' RAR YARD TEST HOLE DATA � Y0VN6 +f YOUNG 400 OSTRANDER AVENUE V 2551 .a ✓C�cII.. t. RI VERHEAD.NY 11901 W C./ 631.72"1.2303 � - \ Y BALES AND/OR SLIT_FENGING U X 0. 1`7 = 5cl-I.a U J \/EfR,TI GSL FT. OF 51 ID I A BOOL REOU I RED O5 Q 14' O�I � (I) 8I DIA. X I ® I STO't�l DSILTY SANDRAIN FOOL ... / LOAMY PATIO\ _ 4�,��' ilft 'f f} :,ft I' } rJ i f�/`'r tt`;fr•Ir � Itt•t`/ r/rtr ftJ/f r{�i'`,rt,t ff,r.f`�f= ., v/ U �� . .,.�,. , tit � l , it I / r f ff ( { r f, ,f�J 1 fj.;hI///,' i tf J{rarl tf r! 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X 0. 1-7 = 556 .52 f t 1 ff f!} t f PROPOSED 2 5TRY'I f`.{! f{ft% f t�ttrt''{/f{i f r t �J1t' 3 �l ffJ{r t<j{f`rf',.}t`' I`t I fff ji b WD. FR. DWELLING{'llFft J1.t rr,t f{ fJl{tr,", f'r fF`Ztt/IIf e I {r ffJ{„rff,}r r{frit+ tuff fr tff 8 GARAGE t}`t If't'}f}r,'F flrr{r:r,,, t rtf{�tt�ff` t556 .52/42 .2 12 .E �/ERT1 GA1� FT. OF 8 l� I A FOOL FZEOU I i�E� {�,frffJ�r{fifltl,l{fI{f tI tff tfr'I.t rfli' r`j i fr,ff, Ih//1 (C! Z ,f f r,j ff f' tf rf fr?r, ff f, �j ff,}j}t//j`,r'r fr ft f°iftf,It t'{ff t//t (4 BEDROOMS) DW A'j w lJ I {��/ / I M \ l ,frr frrft 'If/f,fJtit /� f _ i rff Jftf1{' r`f�rt,t° jfr. (�/ L/ I / `. X STOI i ' J ftrr fI rr/// F.F. EL. 46.06 tf%`°f` itfr I,fttfi{Ir. rtr FROV I D (1) P X 5 ' DRAIN FOOLS<V\ fr J GAR. EL. J r,rftfr,+"fi { frt fttf fr"r ff /rffrf,.fr{drfttr(/} %frrir'}r`I,+rfrf,ft,rr:t�{r t {/,ff,f',f}' L��tJ .rtt/tfttfftt,/,li Z r'fff rfrt tt;f 2, l �� I7.o `I`f f 1O� tf�if(�tltJrf'I ft{ft',rftf: `t fft�i t 1,{f''f�'�1 {1�r j/ t.1ii�:{,I Jt't'�'`f ff I 'N O r r / / jjj f f/ t f JJ f G Y Ad �N11N• ,f'}'rrrJ(/)f/f`fl'f`r`,f'/t£ff.fi/`trff"{`ffJ{fff't`Ilt f`fj t' t rfttr ,r,. ffffl. 4 9r J COMMENTS:NOYVATEREN000NTEI2ED ! ✓�• X r{ tt'f ffi t' r tr f,.f7J ttr'I fl t: tt I (r}rrf f,'tt`rfrff rf'fi +•i tirf ftf f ? I. =Iff t i + ft flr if \ {�/{f�f,r rr`r/rf`f I frf ,trffft{} f, r,, Di�Y ;ft,r t`{ffifrr, ,f{,` }rf r,rf,fff it,rrr f , WELL/DRAINAOE STS : - \F�� / NEV4 PATIO UGTUi� NOTA ti s o G.O. ^r�;o% A MINIMUM 1O SEF ARATION 15 y'�� k�• ��•' 12� SF I ti fi��QU 1�� ! ' D 5ETWEEN NATER SER\/ICE � PROP. ``Dw L.I NE/LATERALS/MAI NS/SF'T I G/LGH I NO Yp,R1� f—WATE LINE NEN �'MIN.� �O' �T /S W R AND T DCS O ALL NEW NO"F-rO WALKWAY 51NOULAIR BIO-KINETIC STORMY`CATER DRA I NAGE LEACH I NO i II C�� z WASTEWATER STRUGTURES TREATMENT SYSTEM MODEL TNT-500 GPD \ ROPOSED NEW � 8' � PROP. L.P. V MI E.P. MPORARY U oNGRETE r LEADER NOTE: � I I! STOCKPILE STORAGE WASHOUT to W J FOLYBox 600 S.F. AREA 0 2w / GONNEGT ALL LEADERS GOMI NO I---! --- --- 1 \ NEW 20 (P AREA 2 U DIST o 4 — FROM OUTTERS TO NEAREST w a Q HAY BALE5 AND/OR SLIT FENG NO , _ — EXIST.V4ATER PROJECT: 2�' METER TRENCH DRAIN � EL. 45.2�i' EXIST. WATER SITE LAYOUT NOTES: ROYALTON ROW EL. 44.72' �� VALVEF 1 . THIS 15 AN ARC H I TEGT'S SITE FLAN 15 LOT 2 DESIGN A OYALTON Old SU15JEGT TO VEi�I F I GATI ON E3Y A LI GENSEID SURVENrOR. THE INFORMATION COX NECK ROAD REF'fi�ESENTEID ON THIS SITE FLAN 15 TO THE MATTITUCK, NY 11952 ARCH 1 T7GT'S E3F-ST OF <NONLEDOE. DRAWING TITLE: rt 2 . SURVENr INFORMATION WAS 05TA I NED PROJECT DATA ; LOT COVERAGE FROM A SUi�VEY DATED SEFT. 1-7, 2020 SITE PLAN SITE LAN AND F' REE= ABED �Y: STORMWATER CALCULATIONS PETER A. OR05EN PAGE: II,III II LAND SURVEYOR I F.O. E30X -704 RIDOE, NY 11' I I sw-100 TELEPHONE: (C 51) 84ci-4-750 DATE: 04/21/21 1 OF 2 de . - � - .. - o- r,,\ %\llV_'lMl_ 11 \!,"\,,'I\I',-"\- "", , I � - `� . 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I MATTITUCK, NY 11952 1/2 ACRE / loo LINEAR FEET 'Pvo�ll i � ,'�_\�_011\ I - .� I I I 1 4 I . _D_RAWI_NG--TITLE: - - ________________________ STORMWATER MANAGEMENT SILT FENOE DETAILS I � CONTROL DETAILS SCALE: 1/4" = I'-O" I I - I PAGE: , . sw_2400 �,,I ,;�11�1 I"""', I" , �,�`, -, 7' � ,�,,, , A F�FlRc�T 51 1 1�,�"t"I ,,,,"., . ,�,:�,`,1, ,, ""; I ,�,, \/I , , """'�" ,, . AID 5 LE. , � -, ;, , OU5LY 'I, �,","', ,`�, ,�� , . ll� ,�',`,,`�, -, "" " ,,, ".., ",",�"," ,,,,, ,;,�,, _ , I , 1;.. ,,I -,��-, I I I �� ...- "� 1:. __"�, , _ � ,�,�, , ,, "-,:, s,�_ , , , , , ", I L ,l , I 11 I - , __ _ , , � , , _ I " , "I 1��?��I I� , " , 1� 71:�, Z, Z,_� DATE: � - � - , ,1�,I ,", � "I 21/21 7;,,,f,�,""�-,,,,�ll I I I" .,,,,",> � , "I", 2 OF2 I �, - "I ,-, ,---' - ' ' , ,,,,,,"",,,�, , 11 �,., , ", .�', I �, 'I?��`��'111', ", '""', I- _, " I I�"I'., 1�� I "I "' , , I " , , , I -, ,"", ll�;, '� 1. ' ' " , �� I -_,�_, , , � , '' - \11 I �",,,'',' ""I'l ',�,lll , - """ I, . 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F.1,� , , � 4 -1 �1. � - - : 11 2 RE-13A , _ �. ,., ,,, , -11 \ R5: STEEL PICIKET5 OR VxV 5TAKE5 15 TO 2' IN &ROUND. - 1 ,41- 1, ll�__ I 1� , I DRIVE 5TAKES FLUSH NITH TOP OF HA�f'BALE5. ,I, 11 ,, ,'I �,t 1. fp�l�� ,,,�I : .- I , I p -:,, , --I'- ,,A� . ��v �* . I . 4' � 4 1 17,�, q-7,i�� ..n , 'N") -," - � , ANOHORINO C-)ETAIL/5TRAN BALE DIKE r;)ETAIL _� 41 . . \ --A -\ \ \�,,� 7 11\\1`7 , I I 4 1 7) � `1� � ill I I It - \a v'�, � " I;oe , I ., I � , " , , \ , N ,, 91 _ \ I . - � 11c 0 1p t-4 r,tl' 50ALE: 1/4" = I'-0` ,; -, ..,7 .�.i:'j, - I -9R , ; I I I I I I r4a LU s^F'�ua �r p.�y'wp �° q`r"�.°a �"� '"mow ' f ALJ S'F. D I,W,7 �+I Y„A i '.SaF `.R "�- j� 3 � '� ,''4a• :�R,3 DATE_`� B.P.if ' a F =: P' _. COMPLY WITH ALL COD F` ` SITE PLAN HATCH KEY: . NO1IFY �I r E " K STATE � TOuN. , 3 - � BU1LL.f U � .: -`ART,�S��iT AT NEW YORK I PROPOSED BUILDING ADDITION O 7C5-1802 8AM TO �,RA FOR THE AS REQUIRED AND G�I�t:>I"i' '.'" :6= FOLLO'NiNG INSPF'CTI',)*,IS: r, I PROPOSED ACCESSORY STRUCTURE 1. FOUNDATION - T''dO REQUIRED ,7.,_, 7:77777FOR POURED C`; tiC ^;ETE Com,';;j:' 777 : U,y v', ;j Jt�?� i PROPOSED 2ND STORY �A(5E �CE� 2. ROUGH - FRAt"!NC & PLUIMEDING _ C' ^ �� _ .00 PROJECT LOCATION & SCOPE O 3. INSULATION 4. FINAL CONST;'..i�; ;ON MUST BE COMPLETL F3P C,O. NEW 2 STORY ND. FRAMED IDWELL I NC VIII TH ATTAOHEU C ARA E SITE PLAN & ZONING DATA = ALL CONSTRUCTICN, SHALL MEET THE L= 240.81' AND PATIOS• z REQUIREMENTS OF THE CODES OF NEW ____ _ _ ___R=363.46 Q 0 YORK STATE. NOT RESPONSIBLE FOR _ - - -- - -- - — — — — m DESIGN OR CONSTRUCTION ERRORS. _ �.- "'�_ —®®� •®® GENERAL NOTES w ENERGY TABLE _j op /-� 3 STRUCTURAL DESIGN CHARTS z / ..FROJEGT t„ZONING nATA o I TAX MAP # 1000-113-07—I�i.31 j �"OOJ .O0 HOLDOWN, ANCHOR BOLT, Z d• - - STRAPPING & NAILING DETAILS Q Z ZONING DISTRICG T A- ' m J N - FASTENING SCHEDULE ww LOT AREA0.7 ACRES ! - -- - - - - - - -- --- -- - - - -- LO - -- / �_®O •®O - FRAMING GRAPHICS a Q NETLAND5 DISTRICT N j N/A rl -j / DEC, DISTRICT N !! N/A BEAM CONNECTION PATTERNS OCCUPANCY OR ` 50' REAR YARD FIREBLOCKING DETAILS i SUFFOLK COUNTY HD APPROVAL R-21-061 I O I .0O -- - - - -- -- -- - - -- -- -- - -- --- / '� 5 i � , PROPOSED FOUNDATION PLAN � U USE IS UNLAWFUL � - w 4 _ E= U WITHOUT CERTIFICATE PROPOSED = J 11 OF OCCUPANCY HABITABLE SPACE - I PATIO _ ;,:r`>> ',;:: :_ .;:.,:fF' -- - - -- - - -- - 1 U J w 341 SF BASEMENT AREA O S.F. - -- - - - - - --- Q 02 .00 PROPOSED FIRST FLOOR PLAN f FIRST FLOOR AREA 2,058 S.F. 4"fi;'j,% .F''!.ff,,• ,•', ,.,,:,';€...'''•:.J:f;,,,'€' •i:,fr'.f`;%'.+ , "f,.. '.r',. l/f,',. /' rF`'':+ . /' r /'`.: SECOND FLOOR AREA S.F. 00, RETAIN STORM WATER RUNOFF - \\ D VEWA - - - - - -- - - - P S TO AFTER 236 r ,.' 622 SF f:f TOTAL BEDROOM COUNT .. 2 STORY HOUSE r." OF THE TOWN CODE. �` 'f% °'` 4 � ��.�� PROPOSED SECOND FLOOR PLAN � :, 2058 SF 1=00T,rPRINT. :r:.;.,,, ..w`.. €€'f:i €..,•'`.. .far' ' ,A'`'' '€`.°°` I 07 GoVEACE PLUMBER CERTIFICATION \ € ON LEAD CONTENT BEFORE � Q / 9LOT DESCRIPTION FOOTPRINT AREA coVERACEII II I PROPOSED EXTERIOR L.EVATIONSCERT/FICATE OF OCCUPANCY `.€,j,e•.''..€.' '.'.!!€/,. �.'f�I€..`,/,✓fay. V 3 PATIO 31 153.0 S.F.SOLDERUSED.IN WATER TOTAL Lor AREAI SUPPLY SYSTEM CANNOT ` 12-f sF / I I I I PROPOSED BUILDING 2,058.0 S.F. 6.630 EXCEED 2/10 OF 15,,') LEAD. PROPOSED EXTERIOR LEVATIONS ONT YPRfl ' I j 5O' FR PROPOSED GARAGE 622.0 S.F. 2.030 WALKWAY / PROPOSED PATIO 476.0 S.F. 153 TOTAL AREA OF ALL STRUCTURES 3156.0 S.F. PL UMBIN'(31 / ALL PLUMBWAS PLUMBING E. ` / �� -_ "MAXIMUM LOT COVERAGE WE _ 30 A-50 1 .00 BUILDING SECTIONS E ALLO MAD 20 I &WATER LINES NEED DO NOT PROCEED - -- - TEST 11'JG L:�:FCI:E CG''1.7 R�I'IG w��i� WITH la , FRF,h��:� ,, UNTIL SURVEY I CN LOCATION ho HAS SEEN AP.rP.-ROVED. REQUIRED SETBACKS - MAIN BU I LP I NC - - - - A-50_2' O0 BUILDING SECTIONS 6 / REQUIRED PROPOSED COMPLIES 4 DESIGN DETAILS �o 6 -TnUSSBl� C Ql Ar EfiFQU�REE? m I FRONT YARD I x ' i I II 40.0 i 51.0' -: -- YES I - - - - - - �C:�✓ / ►�R-- pp/�N G 81.7' I YES DESIGN DETAILSSIDE YARD 15.0 YESCLECTFICAL OF - - - - -- -- - - - - - I NwMISfECTi0N REQli^MEDOBOTH SIDE YARDS 35.0'ROYLTON OhMust provide Manuals e I � REAR YARD 50.0' YES D J and S as per 70.3' �I, v Cede - ® I I •�� PROPOSED :STRUCTURAL PLAN I = NYS Ener -- - -- . 1- , I S I TE PL.AN ---- I - ---- I Lii i SCALE: 1'-0° = 20'-0" PROPOSED STRUCTURAL PLAN o j i I, I PROJECT: E LAYOUT NOTES: 1. TH15 15 AN ARCHITECT'S SITE PLAN t 15 BIOWe.0 door - - - - --- -- --_-- --- All exteriorli•g titin SUBJECT TO VERIFICATION BY A LICENSED �- ��•OO PROPOSED STRUCTURE►`._ PLAN ROYALTON ROW installed, replaced or SURVEYOR. THE INFORMATION and duct`vOrk repaired shall conform REPRESENTED ON THIS SITE PLAN IS TO THE LOT DESIGN A testing required. to Chapter 172 ARCHITECT'S BEST OF KNOWLEDGE. Of the Town Code 2. SURVEY INFORMATION WAS OBTAINED I, FROM A SURVEY DATED 50-7. 1-7, 2020 AND PREPARED BY: ® 10 1 .00 PLUMBING RISER DIA(-,',RAMS ! COX NECK ROAD ' GAS RISER DIAGRAM PETER A. GROBEN MATTITUCK, NY 11952 LAND SURVEYOR P.O. BOX •104 RIDGE, NY 11161 TELEPHONE: (651) a4cl- O A DRAWING >.. . : _. TITLE: \>, PROJECT t OJ CT L OCATI ON & SCOPE t SITE PLAN & ZONING DATA Al o. r. J > � AGE. om vk 21/21 , ,,. , \... t > f • ... , a., .\ ..\ in E 1 OF 16 a: ...,. \.. :.. . • °\moo.: . ...>,, .°..a` :;r.:.°' ...°�:' .\ . �v\ .. x .. .c : .. ...c..>. ...r .. > .mss .a oy>• \. A ml9 ; > a. C . . .. :. .. <tto:e` xx x. .. .• .oa..- .a•..` .v. .�. �,.: ... . . ..fie.: i.. 7 2 r . \ �z1 .� \ \ /y i„ e `r N V t \ YA L Y rA . ... ...... LCOA710N MA SCALE: NTS CARPENTRY WOOD FRAMING MATERIAL 5TANDARD5 FOUNDATION, CONCRETE, AND MASONRY -- -- - -_ I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE NOTES � 5i=EG 11-I GATI ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT AE35L�E /I Il T I O'�I G PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK CEING PERFORMED AND SHALL COORDINATE THE - I` Y J`� I �l J j CL SUB CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF =- IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CON5TRIUCTION DOCUMENT BINDER - __ -- _ - --_ _ 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 5GRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED --- - TOOETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD I K KIP5 (1000 LBS) IZED WITH THE PLANS PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDURE --- - I - - - - - ---" - ---------- __ -- -_ _ - _- AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT ORil- _____ SPECIFICATIONS,AND BE FAMILIAR 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UND15TUFRBED SOIL I BFE I BASE FLOOD ELEVATION MANU. SPEC.5 MANUFACTURER'S SPEGIFIGATI_ I . W 5. 511-1-5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE R.EOUIR.EMENT5 OF THI5 DOCUMENT _ __ PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb , UNLESS (I) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD l - - - - - - -- __-- _- -_ -- - - - - - - - - 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. I BLDG. BUILDING MAX. MAXIMUM �I J GENERAL I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS I ____ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). __- __ --__ -----_ --- - - -- - - - - - _ _ - i= - - - - ___- - -- - - --- -- - - - Q APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE I6 GAGE METAL J015T5 HANGERS BY 'TECO' OR __- I -- -- EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - -- _ _, 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS 'I BM BEAM I, MECH. MECHANICAL OTHERWISE NOTED I B O ,BOTTOM OF - - __ -- I MIN- - - ]I MINIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD OJOISTS, STRUCTURAL COMPOSITE LUMBER, - - - -_- __ -- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5• MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. -- _.__ Q STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GONTRAGTOR. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING H 1 BOT. - _. BOTTOM I NAVD88 - II NORTH AMERICAN VERTICAL DATUM OF 1988 J RULES SPECIFIED IN I.I THROUGH 1.8. NTO 11CK FILL TIER OF FRAMING IS IN PLACE AINST FOUNDATION WALLS =- - --_ __ ____ - _ _ - -_ - _ - __ __ __ _ ' 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, B.O.N. BOTTOM OF WALL NYG BG !I NEW YORK CITY BUILDING CODE AND AUTHORITIES HAVING JURISDICTION. U.O.N. ��- --II ~ -- I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - ) G --- , -- JLO.G. -- - ON CENTER _ _ - - - - INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ;G.J. - - 1I EILING J015T - ---- - -- JI a 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY OF THE OWNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH GONGR TE F-NIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DBL. 1i DOUBLE jl OCG. OCCUPANCY >_ 5. ALL 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE II - - - -- - ___ ___ HOL.DONN DETAILS TY� SAL NAI NO/STRAFE N� REOU REI�IENTS FOR - - -- ___ ___- - ___= v - — - - — --- CL FASTENING SCHEDULE A Q �` f� J� LATERAL I^I G NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.s,MANUFACTURER u F L I T SHEAR/T E A R/ I$ 1��T E R A L Y `� N� R E S T ..J 7 A N�E I Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (5EE PACE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, W "ALL STRAPPINO TO BE I%4"x 20 OAUOE** -- 'SIMP5ON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 1' (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 Q FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD TYP. FOR ALL - - - - - -_ --_---_-- --- - -- __ - --- ._" -- --- --_____ -__ "--____-_" -___ ---- . CONNECTION A - - -- ------- ----- -- 'I �'� FASTENER QUANTIPTY ' - -F PAG NO - -- ASTENER HOEDOWN A r HOEDOWN iB DESCRIPTION-- - - --'I -I -- - O NA L. N0 CR FOR NEN 4 FOUNDATIONST - - _ :--_-- _-:__---_-___-_=-ROOF-I$ GE I L I NCS- FRA M I NCS--- - -- - ~ ' N COMMON NE ALL Lo IP.#is BASED HO N USE OF ONLY A Ibd _ -- ..--- _ __-- _-_-- - ENDWALL ......... I--- - i 'd ENDWALL ~~- AT RAFTER TO RIDGE e 2° RAFTER TO TOP PLATE (TOE-NAIL)- - SEE PAGE G-o03 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD HE I GHT STUD HEIGHT STUD CONNECTED TO _.. 2 n - -- -- ---- -- / �' \ 2.WOOD IS ASSUMED TO BE D,F,�2 d BTR. IN DRY USE \ f \ 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL --- -_--- .--- ___--- —--_ , - ---------- - - - - -- .. Z SEE PAGE G-003 PER JOIST ,TED 70 CORNER STUD \\\ TRANSFER SHEAR CONNECTION: R'R` SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) - - O TRANSFER SHEAR �1E �n (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL _ SIMPSON HPOA t - B d MMON • • • • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G 003 EACH LAP Z HOEDOWN ANCHOR D 2-Ibd COMMON FOR STRAP GOI1 ` NAILS ® b"COMMON 8 NAILS ® 6" O.G. ~~ • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE NAIL) NAILS a EA. END OF STRAP. „ 10 O.G. IF BLOCKED 01-I6d COMMON EACH LAP Q Q LOCATIONS NOTE 10 O.G. IF BLOCKED - - - ON PLANS CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES" 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO ---- -- --- - —---- - - --"- - -- — — - - CORNER POST ROOF SPANS OF 24' OR GREATER, TI6FfTLY BOND THE END OF THE NAIL To A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE W 6RAPHIC BELOW) ,J 4 ( J 00 "slMPsoN° HDaB ; � �� I ' 1 � USE 8 d COMMON NAILS ® iv EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END HOLDOWN ANCHOR ® I 1 SECTION 12.4-PLACEMENT OF NAILS d SPIKES E TABLE Z O SLOPES OF 5:12 AND OR RIM BOARD TO RAFTER (END-NAIL) II 2-Ibd COMMON EACH END - rI CR 4-I. ON PLANS 1 J LOCATIONSNOTED CONNECTION BI 1$ B2 ~. WALL FRAMING- ------ -- _ - o AT RAFTER TO TOP PLATE TO STUD jl Q Z ! HOLDOWN INSTALLATION OPTIONS: CONNECTION: - - OR NEW P. GONG. FOUND.'s .:....~....:...:... ' - - B2y 'M ~.......-•-.........~.... - __ - - : - - --- -II I - _ - - -:-- LL Ell C� '9 F f•.~~~•.. FOR S RAP 3 8 d COMMON NAILS ® -� • • TOP PLATE TO TOP PLATE (PAGE-NAIL) - - _ 2-Ibd COMMON_- -- 11 PER FOOT - - -- -I1 LO cr vq HOLDOWN CAST IN PLACE W7/5"d) THREADED ROD /~ �• - LO - .~ ' • • s WHEN IN TOWN OF 15LIP OR NAILING j TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON til JOISTS - EA. SIDE O -FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.s f .. h NO EA. END OF STRAP: _ ri J O 'l/8 'V THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE Pq/ 'SIMPSON" Sr ADHESIVE d FOR TEMP.'S O FID ABOVE UTILIZE H40°F USEN"5 MP50N' AT `'�I • • 51MPSONI #I H2A NO ROR EQUAL RAFTER TIE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON j^ 24" O.G. W /l - - (HIGH STRENGTH ACRYLIC ADHESIVE) ( ) HEADER TO HEADER FACE-NAIL ---- - ibd COMMON - I6" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) , I FOR TOENAILING - 3 8 d COMMON NAILS ` ~ . ( - )--- - - ---- -- - ---- - --- -- PER STUD USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON V FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN _ CONNECTION ........................_....._. FOR G.J. TO R.R. - GI I Co d COMMON NAILS - - - -- --- -- - - W w/'Va � THREADED ROD REQUIREMENTS FOR "' - • BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, 1� U i! 2-I6d COMMON PER FOOT RA15ED C.J.'s(WHEN AT G.J. TO C.-J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2 J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - _ - - -- - - ---- - --- - ---- ---- - --- -=--- -- c r' -! HOLDOWN G HOEDOWN D 2_ I6_d COMMON NAILS FOR G.J. TO G.J. - d COMMON NAILS FLOOR FRAM I NC 7.- FOR NEW 9 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 - - _ (TOE-NAIL)!!- -- _ --- -.--- • JOIST TO SILL, TOP PLATE or GIRDER 4-8d COMMON I PER JOIST FOUNDATION ® ONE STORY ONLY - - -- " - -- (5) --- (3) 2x FULL_ ENDWALL • V ------ - - - - ! - - - -- - a HEIGHT STUD CORNER STUD fir' BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END - - �. CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH ENDa!: J TRANSFER SHEAR - -- - - - --- - ----- ---- (3) ---- ---- or HOEDOWN ANCHOR ® 2x FULL ---- -- - ---- ---- -- - -- - SIMP50N' HDQB • ' • .......................... AT STUD TO FLOOR ASSEMBLY LOCATIONS NOTED NAILS ®°6"MO.G 4 f HEIGHT STUD ~~ ~~~~.....~~ • �� _ Q TO STUD CONNECTION: TROP PLATE (TOE-NAIL) -- ------- - -II - 3-I6d COMMON - -I�-- EACH BLOCK -- ON PLANS 10" O.G. IF BLOCKED c f Y~~ i FOR STRAP d AP COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST y/CORNER POST �.I F NAILS LS EA -- --- --- - - � ':• . END OF STRAP - - JOIST ON LEDGER TO BEAM (TOE-NAIL) FOR EA. PLATE TO STUD ABOVE Q OR d COMMON PER JOIST- -- - 1 2-I6d GO BAND JOIST TO JOIST END-NAIL 5-16d COMMON PER JO 15T i r�MON BELOW - 2 16 d COMMON NAILS j NAILS ® 6" O.G. i I '•••.....,•;;::.�� - ----- --( -- - -) -- - - -- I -- - --- - --- - --�I --- -- ------ - - -- i BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT - - - - - _-_ -,.. J I I : I -� ' I li 1 • I 1 l I � ......... ' ROOF -- ACTH I NCC SHE I lSTRUCTURAL PANES: INTERIOR ZONE 8d COMMON 6 EDGE / 12 FIELD I I ,I, 1 SOLID i 8 I � : I I, i n PERIMETER"SIMPSON" 5THD14RJ CONNECTION DI � D2 ETER EDGE ZONE 8d COMMON 6 EDGE / 6 FIELD I HOEDOWN INSTALLATION OPTIONS: I m SA BI Y GABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON l 4" O.G. FOR NEW P. GONG. FOUND.'s - �- U TO a" RAKE OVERHANG ,_ 1. r - -- -- -- - -- - - HOLDOWN CAST IN PLACE w/'7/8"� THREADED ROD • j • PLATE(5) CONNECTION: D2 CEILING SHEATHING AT STUD TO FLOOR ASSEMBLY TO SILL i FOR EXIST, P. GONG. OR NEWLY GURRED FOUMD.'s r -•.•.YY.........^ �~M / 7/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO � li CONCRETE w/ "51 50N' SET(HIGH STRENGTH EPDXY 1/2" MIN. f R STR _ *COMMON I GYPSUM WALLBOARD - -- - - - - - 'L-- 5d COOLERS 'i" EDGE / 10" FIELD ADHESIVE), Q FOR TEP�IP.'s O F-40 F USE SIMPSON" AT GOf NER .:..........�/ t ° EOD OF STRAP (WRAP STRAP UNDER SILLSP EA. -_ ci (HIGH 5TRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR L) SPECIFIED ON I o 3 WALL SHEATHING FOR EXIST. Z.NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE "'• ° ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - I I - _- - _-_,. 11 FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN , STRUCTURAL PANELS 6 EDGE J 12 FIELD w/-1/8"4) THREADED ROD -- d COMMON NAILS Y I Sd COMMON- --" ED - - - -FIELD _I6_ - - 11 - �� :� �, I �., I E 1 I I ALTERNATE OORNGONN OTF LAURA#IOLPT4OVE STUD TO L......_..___...........__. STRAP w/(3) GYPSUM WALLBOARD =- _ -- - ---- ---- 5d COOLERS -- T' EDGE /� 10" FIELD-�I SIMPSON (OR EA. JOIST-(FOR = --- - - -- - - -- --- - -- - -'I NA L= Nc�/STRAFN0 1�l NDOI�I/DOORHEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES of EA.STRAP TO 2 ALTERNATE USE FLOOR SHEATHING (SUBFEOOR) 0 1 _ - -- _- -_ -- -_" 1 - __- -_ - - - ;1 0---I _ _ STRUCTURAL PANELS: -- _ - U NOTATION: 51MP50N H2.5A) _ ---- _ A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.7,P. ISq) CONNECTION E B - NUMBER OF 51LL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.23B,P. 2ql) GREATER THAN I ...........~................. 8d COMMON b" EDGE ,/ 12" FIELD W <. ,. r G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 3.230, P. 2q2; ..........---~• • IOd COMMON 6 EDGE ,/ 12 FIELD ----------- --- --- --------- --- - ---- . ~ • ALTERNATE AS PER TABLE 3.23D, P. 2cO) J _ r { 1 - If D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER® EA. 51DE "` ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w I f r AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. A - 'i1 ,I I•�-D (2018 WFGM,TABLE 3.'i, P. 18q) •••.. ` E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) / h` FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIGHER ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE I PLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F - NUMBER OF I6d NAILS,END-NAILED THROUGH t SLAB ON GRADE APPLICATION: ALTERNATE CONNECTOR5 SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. IqU t4 � 2 - WHEN WALL 5HEATHIN5 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 4 NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. FOR STRAP 3 8 d COMMON NAILS ® EA. s - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH II � I' I I E - II ........ F END OF STRAP (WRAP STRAP UNDER SILL PL.) 51PE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROYALTON ROW 1 - FA5TENINC 5GHEDULE B - - ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS """" •••..,. USED. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) """' _2_ d COMMON NAILS LOT 2 DESIGN A A f NOTATION -- - ' R OUCH A B C D E F G I 1 O PNG ' COX NECK ROAD 2 1 1 I I I I Ii MATTITUCK, NY 11952 I 2 2 2 CABLE ENDWALL {I SLG N� Off= TOS FLT BRACING/STRAFFINO DRAWING TITLE. HDR - - 3 3 - -- -- -- --- -- (B) - REQDRE5 51LLIPLATES(OF 2 xb (MIN.) b-o _ :� �� I - I E TOP PLATE FOR RAKES O OR HOEDOWN ANCHOR BOLT BLOCKING 2 LESS PROVIDE � }— SPLICE - BAYS BACK ® BLOCKING 0 12"O.G. 4 4 I LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G. To AGHEIVE RAKE O.H. STRAPPING & NAILING DETAILS I I -8-� '� 2 3 4 FOR WIND - EXPOSURES B&G - FOR WIND - EXPOSURES 5$0 - ---- -- - - -- - -jll - it AB ON GRADE ROOF FASTENING SCHEDULE ALL OTHER GASES ONE STORY SL I I -- - - I, -- - BUILDING MINIMUM SPLICE",4 BUILDING MINIMUM SPLICE1,20A II DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) - - PAGE: - TTP. STRAP w/(3) i ad NAILS EA. END 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 0 m U li ' ATTIC �s I6-01, 3 0 /3 q 16-0 4-, ANGf�OR BOAT S�'E� F �A T ONS ■ Ii _ _ BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A r1 3.28, P. 157-160) 24'-0" 61 O I'l BACK® 4'-0" o.c. DATE: 4/21/21 3 OF 16 CORNER 3q — b"-12 4 0 /5 O 24 O CONDITION FOR ALL STRUCTURES: 5/6"ID ANCHOR BOLTS ® 3�i" O.G. 28 -oil 28'-O" • • 32'-0" 8'-0" 32-O b-O /7-6 SECOND FLOOR N 56-01. 1. ME TOP PLATE-TO-TOP NOTES: C N TABULATED NAIL SPACIN6ILS PER REDUCED N ORDER TO 40-011 &I-011/101-011 40-O III-all BLO CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. *7 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS 1 BACK® 4 2 O.C. • 2.TABULATED SPLICE LEN6TH5 A55WE A BUILDING LOCATED 501-01, 101-0111121-b" 501-01, " END w/ 3 SQUARE WASHERS AND END NUT SETUP; CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN ExPoSURE B 13-O TYP. STRAP w/(3) ell N i n : u i_ " ,— a :_ a y T TOP TWO COURSES SOLID I ad NAILS EA. END �. ;; � II � ~z _ - 5.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL 60-O 12-O /15 O 60 O I6 O OF EA. STRAP , 4� i _ HEI(5HT5 FOR 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OTHER LATERAL LOAD5 SHALL BE MULTIPLIED ED BY H b;TABULATED UNIT FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 'lo-O 14-0 '10'-O' Iq'-0" -^y ; � ` PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 1$ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" 16'-O" 80'-O" 22'-O" FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 -_ - -- - - _.-- -_ (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS II'WALL- 1.5-15 12'WALL- 1.5 TH15 COLUMN w/MULTIPLIER BACK ® 4-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M15GELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP 0I RDERS, OR MI RB ORE SUFFORTS LI ®�//- ( NI O (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A I �/ OR �I`/� T ®RM WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE 'I'I _ d a ASSEMBLY RFauIREMENTs: (FOR ENOINEERED LUMBER [ie. WOOD I JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) D AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - - BETWEEN I/b - W CONNECTION E I/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER 5IDE BY 5IDE ARE CONTINUOUS OVER J BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE _ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES - AS FIRE-STOPPING. ' MAX.32' LOCATED BE-WEEN ONE SIXTH AND ONE QUARTER _ • NON-LOAD BEARI NC WALL OFFSET FROM SUPPORT A (2)ROW5 10d NAILS m 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE a - I 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS IOd NAILS 6 12"O.G. 5UPPOR7. NO TWO ADJOINING JOISTS, NOR MORE - - SERVES AS FIRE5LOPPING. THAN ONE(2)ROW5 1/2" m BOLTS a 12"O.G.STAGGERED; TWO-PIECE JO NTED ON THEE SAME D THE OS DE F TTAL BHERSUPPORT.ARE TO BE O SUBFLOOR 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -J SUBFLOOR G DBL a END5 PLATE SERVE AS FIRE5TOPPING. BUILT UP GIRDER P MAX.3 SOLE PLATE 2 ' D (2)ROW5 1/2" m BOLTS® Ib"O.G. NAILING: .J N 14. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE I Ili I I'll � I � ' , TWO-PIECE ORDERS ARE TO BE NAILED FROM ONE SOLE PLATE E I(2)ROWS 1/2" m BOLTS m 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF lI % JOIST SERVES A5 FIRESTOPPING. 1 1 k - BETWEEN 1/b P _ O -- EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I rJ 5. FIRESTOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROWS 3-3/8"TRUSSLOCK 5CREW5• 12"O.G. 3 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL III I ! I' SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACHj'r{'' 11 1 OR OF NONCOM-BUSTIBLE FILL. �' F 9 - - (2)ROWS 3-3/8'TRUSSLOCK SCREWS m Ib"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - 8 z 6 I -Il {, 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER „ _ _ H (2)ROWS 3-3/b"TRUSSLOGK 511• 24' O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. I �I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = _- -. -- I - JOISTS SERVE AS FIRESTOPPING. �— JOIST OTHERS STAGGERED w/ A DISTANCE OF 52 I _ l _ z `�REWEv ON(I)SIDE of MEMBER THREE-PIECE MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w 20d - -_ 1. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND Q 0 JOIST 1 J 5GREWED ON BOTH 5IDE OF MEMBER BUILT UP GIRDER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. "' III jl I lI 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MAXIMUM OFFSET (2)Rows 5' TRU55LOGK SCREWS 6 12"O.G. J015T DEPTH, d P 1 1 SERVE AS FIRESTOPPIN5. MATCHED SIZE OF BLOCKING Il(2)ROWS 5"TRU55LOOK SCREw5 o Ib"O.C. 4 I W FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE �. _ ; I ' UNDER NON-LOAD BEARING ISCREWED ON BOTH 51 DE OF MEMBER I 1 ,'I 3 J PARTITIONS ® 32" O.C:. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I 8. THE HEADER SERVES A5 FIRE-STOPPING. 00 (2)ROWS 5"TRUSSLOCK SCREWS m 24"O.G. BETWEEN I/b I It ' 1 J L SCREWED ON BOTH SIDE OF MEMBER < I/4 OFA THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. I - f ; '! I; '' DOUBLE PLATE - -- I,I III -_ a �, Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > O GE I L I NC BRAG I NC 1.BEAMS S HEADERS NOT NOTED WITH CONNECTION PATTERN ON SOWN,IECE 51PER5 ARE TO BE AND NAl1ED w/ 20d NNAILS AS SPEDAS GIF ED I I IO BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z (fl -6- C STRINGER TO SERVE AS FIRE5TOPPIN5. _j e"I ANTILE�E:RED FLOOR :I i O P j j I II IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Q }• GABLE ENDWALL PLAN SHALL USE CONNECTION PAT'T'ERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. � -;-- d CONNECTION PATTERN ' WHEN lo' OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN 50REWIN&OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: l APPROXIMATELY i-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL z N OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER 2 I'' HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J , BUILT UP GIRDER P 51RDER5 ARE TO BE SECURELY ANCHORED TO I LL SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W (fl SUBFLOOR / 1�g5 THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING Ln w TA LATERAL BRACE ® b' O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE Ln JJ015TT 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q G.J. AWAY BY AIR GURRENTS MOVING UPWARD AND OUT THROUGH NORMAL c'I J O �I I �I/� `� �I /� I I I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 10) I `4 L I I `�l� F A TE R I `l S FOR SIDE LOADED 5 E A M S (I 0 . FLUSH 5 E A M S> -LOCATIONS REGUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W NAILS d AS FIRESTOPPING. --- --- -- -_ - ---- - - FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING FASTENING RECOMMENDATIONS FOR 5IDE-LOADED, SroPP1NG sroPP1NG FIRE- FIRE- STOPPING STOPPING �� U W f— V JOIST • M T P "I. Sd COOLER NAILS a 10' O.G. " rm 2'x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS Ibd 2 ROw5V 2 ROWS' 2 ROWSX�" NAILED BOLTED BLOCKING W/(4) IOGI NAILS COMMON COMMON BOI-T5.24 BOLT5 BOLTS FIRE5TOPPING W-EN --- - VERTICAL ` J • 12'O.G.* • 12"O.G. O.G.BTA66ERED° STUD 20 a. STRAP --- - _ - - - • 12' O.G. •b"O.G. I,, TO UNDERSIDE OF COVERING 15 APPLIED GYPSUM BOARD 9 - TWO ROw5 12"O.G. THREE ROWS 12"O.G. JOISTS a 5 LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 '''"`" DOUBLE PLATE . (10) ed NAIL BEAM SELECTION w/ STD. NAILING Sd COOLER NAILS m 10" O.G. ,JOIST SHALL BE LOCATED DIRECTLY „� ENDWALL STUDS AS NOTED IN NOTES T $ 8 5 NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESroPPING r VER STUDS, UNLESS TOP PLATE 15 4" m EDGE/12"O FIELD FULLY BLOCKED 50LE OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS a6 - 14"TYPE W OR 5 I.TOP AND BOTTOM ROWS'SHOULD BE 2"FROM EDI WOOD FIRESTOPPIN6 I FIRESTOPPIN6 LOCATION 16 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.57A55ERED TWO ROWS b"O.G. LOCATION 5 FROM THE TOP AND BOTTOM of THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR S I'UD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. IM y OYE:RLA I D ROOF 5.STASOER EACH ROW OF FASTENERS BY 12'. 4 £wi 2"SPADE NOT " ATTACHMENT @ \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING I 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX,I INCH THICK 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 -I 57P NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN5 W/ 1.2 ROWS OF Ibd COMMON NAILS(12.O.G)FOR DEPTHS 12"OR LEE-6 FIRESTOPPIN6 C� 4 Sd NAILS LOCATION q a EA.END a R.R. 8.B ROWS of Ibd COMMON NAILS(I2"0.0)FOR DEPTHS OF 14",Ib"$ IH". LOCATION 8 FULL WIDTH LOCATION 10 2 x 1 BLOCKING Z O I Lu I I I I �ON�TRU�TI �'N DETAILS � W ND LOAD �AT� �ONN��TIO N DETAILS I TOP PLAT_ DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTIL. NOT TO SCALE INTERSECTION DETAIL EX15T OR I I /R.R.BELOW f NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd I -CONTINUOUS LOIo1ER TOE NAILS 1 NOTED CONT.BLOCKING TOP PLATE SPIKED TO RR.s ! III I I I ALIGN NEW b EX. R.R.AS SHOWN -- K I N6 STUDS I I I PLAN VIEW I I, I NOTE: SIMILAR a 'SHED' WOOD JOIST WOOD 1._1015 GRI PPLE STUD_ -- ROOF,R.R. IN LINE - --_-__-- BLOCK I NC JOIST HANG ER - HEADER GENERAL REQUIREMENTS FOR C ENERAL REOU I REMENTS FOR -- - - Lu I INSTALLATION OF GL I NGHED NAILS INSTALLATION OF TOE-NAILS C I RDER/HEADER o j WOOD JOIST - - JACK STUDS - WOOD MAIN MEMBER • Lu — w IA JOIST FRAM I NC OVER WOOD C I RDER JOIST FRAM I NC FLUSH WITH 6I RDER/HEADER TYP I GAL HEADER CONNECTION 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: �DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. )� THE LENGTH OF THE NAIL FROM THE MEMBER END, ��®� ®� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM. AT A q0 ANGLE 51X MEMBER, TORE H15 APPLICATION, P P THE TI OATION OF � SHALL BE AT LEAST RAFTER - - - - - LOT 2 DESIGN A 0 NAIL IN TO THE MAIN DIA IL 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL •• _ BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J0157 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 PLAT=. BATHTUB �J"UB FLOOR COX NECK ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GH I M. CHASE SEC NC @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: NOT ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION H/STUDS TO ATTIC FLOOR b BLK'G TO R/L_ 51DES w/STRAPPING TO R/L SIDES) PAGE: �l I ND RESISTANT �ONSTRU�T I ON CONNECTORS W TOP PLATE ® O �_�m Q I GHIM. CHASE WALL OR' _<Q U -- - - - - - - - - - -- - GONNEGTI ON LOGATI ON: PART NUMBER: m E1 NOTES: w v RI DCBE-TO-RAFTERS G520 @ 21 " ------ ------ - --- -- ---- - APPLY TO EACH PAIR OF RAFTERS a z Q H-7 APPLY TO EACH RAFTER -- � ;z w DATE: 4/21/21 RAFTER-TO-WALL 4 OF 16 ROOF p z 0 RAFTER-TO-PLATE H8 or H2.S APPLY TO EACH RAFTER REOV, BLOCKING z . a II PLAT= TO-WALL STUD 'I G520 @ 18 - - -- -- - - ------- - - - - ' � �`�z a �� IAPPLY TO EACH WALL STUD TO ALIGN w/ STRAPPING Q Q - P" ® EA. THEFIRST FL w I I d LEVEL ® _ 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36 - II APPLY TO EACH WALL STUD ' ® HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD , I CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD {" SSTB 16 APPLY TO EACH S I DEWALL END SHEAR WALL HOLDDOWN ANCHOR -- - (; z c �. IST. FLOOR-UNDER-SILL PLATE CS20 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW FLAN VIEW (USE WITH 5" SQUARE WASHERS) ""°�� ' tq USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI ` ERAL 5 I �50L E""�r : Q EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT f %'..£F . WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.G. Q 0: NEW FOUNDATION WALL � STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2x4 STRUCTURAL J WOOD FRAME (L.G. STL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL J F- P05T FOR b" WALL5), U.O.N. N O NEW 2-HR FIRE RATED m)>11)WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) fQ Q Z O : H Z FOUNDATION PLAN NOTES a ciI'-8" TYPICAL P. GONG. FOOTING $ WALL GON5TRUGTION: NEW MEGH. ROOM: I O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD i• NEN FURNACE (RHEEM PRE5TIA&E SERIES 4 J 00 $ SILL SEAL TON)$ RHEEM OAS WATER HEATER TO THIS Z • ANCHOR BOLTS AS PER PAGE 6-003 LOCATION --- --- ___ _ • P. GONG. FOUND. WALL AS PER DETAIL UPON 2.INSTALL A5 PER MANU. SPEG.'s _ I J 'H • P. GONG. FOOTING A5 PER DETAIL 3.F.A.I. THROUGH WALL • ASPHALTIC MASTIC DAMP FROOFINO TO EXTERIOR 8" P. GONG. • S.O. FOOTING 3'-0" BELOW GRADE MIN. 4.FLUE THROUGH WD. FR. CHASE m RISER WALL 1 5. MAINTAIN 30"x30 CLEARANCE IN FRONT OF Z Z T-i • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 - 5'-3y2" 4'-II" i11 Q Z o J N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING � � ', MASONRYLL PATIO ABOVE W (D N FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REa'D 5 - - I`- Lf) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NY5 MG O . STOOPS (WHEN APPLICABLE) -7. DISCONNECT, REROUTE, $ RECONNECT MASON TO ACCOUNT -_ FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: A-4ol • 25'-3" - ® - O < O I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY N , 0 "DUROGK" (OR EQUAL) ° ® HOEDOWN: 2. FOR WD. FR. CL&. AND/OR WALL5 - PROVIDE (1) HOLDOWN 'B' AS PER PAGE 6-003 COMPACT W LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON BACKFILL I E GONG. WALLS) O _ 6'-4y2' 6-4y2 LIFTS;PROVIDE 5 I ? ^ dJ- 12 3" GONG. SLAB HOEDOWN: 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. T 2B HOEDOWN 'D' AS PER PAGE G-003 5PEG.'s AND AS PER NYS MECH. AND FUEL &AS CODE - ® ® �V Q W/ STONE FINISH ui V W 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT _ d) I- i IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE H _ TYP. 5TL. COL.: 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE O SEE NOTED DETAIL AS PER PLAN FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 1 EMEROENGY SHUT OFF SWITCH 24"x24"x12" DEEP P. GONG. PAD FOOTING -1. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH __ 4� 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER I�-a 6B ® x + AS PER NOTED DETAIL (rrPJ CLEARANCES AS PER CODE q. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING SANITARY SYSTEM AS PER NY5 PLUMBING CODE O42"x42"x18" DEEP P. GONG. PAD FOOTING - - - - - 24'-10" 4B AS PER NOTED DETAIL (TYP) FREEZE PROOF HOSE BIB: 12 FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) 4._0.. µ O24"x12" DEEP P. GONG. CONTINUOUS FOOTING i 5 AS PER NOTED DETAIL (TYPJ JOIST HANGERS (WOOD FLUSH/UPSET BEAM): O13 PROVIDE SIMP50N MIU2.56/11 FACE MOUNT HANGER ® EACH F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS 14 I ^ 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. O BASEMENT REINFORCEMENT AS PER DETAIL 03 UNFINISHED ( O O4' THK. UN-REINFORCED P. GONG. SLAB 14 FLOOR DRAIN: 6B UNHEATED bg EXTERIOR 3" GUARDED FLOOR DRAIN w/ 3" TRAP 1,901.0 S.F. • I i I 1 GLIDING BASEMENT WINDOW NAVIEN WATER HEATER MODEL NPE-SERIES 15 O O PROVIDE (2) 1."15 x11.815 G.P. 2.0E LVL HDR, FLUSH w/ F.J.; (OR EQUAL) ATTACH I-JOIST TO HDR w/ SIMPSON IU52.56/11.5b HANGERS _ ! RHEEM 115,000 BTU 6A5 FURNACE OFIRE RATED DOOR: I6 MODEL#Wg5TG1151524MSA (OR EQUAL) cir 8 39-X612 0.'75 HR. SELF-CLOSING STEEL DR. SINGLE SPAN STRUCTURAL MEMBER: O ELECTRICAL METER: I 10 i iv N O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 1"1 REMOVE $ RESET EXIST. ELEC. METER AS PER t- 10 ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY NYS MECH. CODE, $ UTILITY CO. STANDARDS I I ABOVE INDICATED POSTS. - - - e — - - _ - r - �— ELECTRICAL PANEL: PROVIDE 4" - - - 18 NEW ELECTRICAL PANEL LOCATION;ALL '�Y GONG. SLAB to BEAM POCKET (TYP.) 0 - INSTALLATION A5 PER NY5 ELECTRICAL CODE FOR A/C 8 3y2 y2" yam' 8 3y2 (I6) RI ® 37.6 CONDENSER .k3' 6"�I' UP i 3 _ 19 GAS METER: _ (14) Tr ® 10 REMOVE $ RESET EXIST. 6A5 METER REGULATOR/VENT CODE FUEL OAS GODS $ UTILITY CO. t I 1 I I AS PER NYS MECH. STANDARDS. 6A5 METER SHALL BE POSITIONED ® &RADE - � I W 501E BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E BEARING CAPACITY OF 1.5 TONS/5 F. \EGRESS WINDOW tV OV W WINDOW �� , - --- --- -- - - WELL �} I N > Lui Lii '7 li �eparat10� rb —,/ - Q r I e ll 04 i < o �-O r / I I q ed as O � , I I I Per � • I N' S Cod deNT PROJECT: 5'-5y2" 65 O MEGH. ROOM j ROYALTON ROW ELEC. PANEL-`-, 17 LOT 2 DESIGN A � � 15 18 � • 6'-3y2" -7 y2" �1 - ry COX NECK ROAD � • COMPACT • • BACKFILL IN b" MATTITUCK, NY 11952 LIFTS;PROVIDE MASONRY 3" GONG. SLAB i PATIO ABOVE Q 5 W/STONE FINISH ti DRAWING TITLE: - -- - 111-5 O ' 14 PROPOSED FOUNDATION PLAN -2.. 14 -2 mm O O 6 Q I A-401 _ - - PAGE: 0 8" P. GONG. Q m RISER WALL A—l(o)"Q 0 0 ■ N m v Q DATE: 4/21/21 5 OF 16 rr .A 03 2,062 S.F. OROS) AREA SCALE: 1/4" = I'-o"' 12'-SY2" 34'-I" NATURAL LIGHT $ VENTILATION (5ENERAL-`FERAL_ S�ill,-150L <ENT" b_4Y (HABITABLE SPACE)6'-4Y2 Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O FLOOR AREA 254 S.F. O WOOD FRAME (L.G. 5TL. Q W WHEN APPLICABLE) Q ._I EXISTING TO REMAIN � � REQ. S.F.. . PROV. NEW FOUNDATION WALL LIGHTING;MIN. 8� OF FLOOR AREA 22."1 S.F. '12.0 S.F. Q \ < NEW WOOD FRAME (L.G. 2B 2 , VENTILATION;MIN. 11.4 S.F. 15.0 S.F. 5TL. WHEN APPLICABLE) 45G of FLOOR AREA O ' --- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL �-1 HOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS I i'-q" WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED �i 2'-'i 12'-O" - Y2 o WOOD FRAME (L.G. STL. WHEN APPLICABLE) Q Z � I Q O FLOOR PLAN NOTES _ - - - DOOR NOTE: NEW LAUNDRY ROOM: II 4 4 G � ,} Q � O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H / DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s _ I 07 W J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. O -JI 00 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HDOK UPS AS RE0'5 PER MANU. ' 3. DOOR TYPE TO SELECT - BATHROOM#I 7 > O O I ry Z � � 4.INSTALL AS PER MANU 5PEG.'s i O>C1 3.PROVIDE (2) 2"x8" HDR., U.o.N. DRYER EXHAUST NOTE: T' - to 4.SEE PAGE 5-003 FOR ALL OTHER. FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR Y O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _ ' �' OPENINGS G II'-6Y2" Z �' u, I QZr-I OSTAIR $ RAILING NOTE: 3.DUCT SIZE AS PER MANU. - 4 4 H 4 J CV 2 I. ALL NEW STAIRS SHALL HAVE MAX.-i-3/4 RI 4.DUCT SHALL BE EQUIPPED w/A BACKORAFT DAMPER rn NT 4'-0" V- W d MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN V - - 2. 42" HIGH GUARDRAIL +6 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To � 0 - I I� , - - 1 � � � UH NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM A DINING ROOM o2 ..::_°..,: . .;...: ::.� - BEDROOM #I � -< . N � Lfl 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO O O TO ALLOW PASSAGE OFA 4" SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 4 131.6 S.F. IS'-6" 284.7 S.F. r o3 f rl J O 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. in F F F F 25'-O" tV b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID =_ W WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL A 2.RAILINGS SHALL BE WOOD OR PVc.. SCREWS W '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -N 4 CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ►� V 2.RAILING SHALL BE WROUGHT IRON OR GALV. Si FEET FOR EACH 45° BEND AND 5 FEET FOR EACH cii A Q p U J FASTENING SHALL BE A5 PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Q ' EXTERIOR GRADE PAINT A5 REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. • Q COATING SM/GO 3.5EE FOUND. PLAN # DETAILi4 ` "= NEW FLUE: Q SMOKE DETECTOR / GO DETECTOR NOTES: Ob I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O3 EXTERIOR WALL (1 103 OR UL# 103 HT) - INSTALL AS I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT i SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 1/2" GDX PLYWOOD $ SIDING AS NOTED - "CHASE = GREAT ROOM 2.INSTALL ALL AS PER MANU. SPEG.'s SECURING ® 5TD. 51PE WALL" ON PAGE G-004. 444.4 S.F. 2 CAR s. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR - II WALK-IN GL. Ip GARAGE - - -- - - - - IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT p I 51.2 S.F. i 5�i1.0 S.F. Q iv y FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM WINADON NOTN OWS d DOORS SHALL BE ANDERSEN E 814, ASTM E q 3.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY - T O ADJACENT COMBUSTIBLE 5TRUCTURE5 WITHIN 10'-O". 05 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING B (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE I SUBSTITUTIONS,5EE NOTE #q IN "G!_A55 WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL KITCHEN AND DOORS" ON PAGE 6-002 IF EASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOWS - ALL 05MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION (Ib) Rf STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS UP 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE it O TILT WASH - cv I Fere u 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. NEW ATTIC AGGESS PULL DOWN STAIR N .o m _302 �rar�t1oz, MING ELEMENTS AROUND O I. MIN. 350 # CAPACITY r 4 E - 03 FOR FRA L .SEE PAG G O � I C jj I re q d T FIT GH. EQUIP. THROUGH OPENING (MIN. i � i 2.SIZE O ME WINDOWS (TYP. FOR ALL) U.O.N. - _- „„_� CQ�F�2' 22"x30") 4 I jV Y EGRESS NOTE: 3.0.-15 HR FIRE RATED e IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING D/W CODE, SECTION R310.2.1;THE FOLLOkg1N6 MEANS OF 5. INSTALL AS PER MANU. 5PEE.'s • EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 5M/CO NET CLEAR HEIGHT............... 24' MINIMUM �O O GL. -- --- O - NET CLEAR WIDTH................. 20 MINIMUM O ry 44'-8" O6 cV - - - 2 4 4 N NET CLEAR OPENING........... 5.'1'S.F. I ! a 8 SQUARE STRUCTURAL PERMAGAST COLUMN O - - TYPICAL PLUMBING/HVAG SHAFT: �- -,� 10 PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD U) i REF. m HALLWAY - RHEEM 4 TON AIR CONDENSER MODEL No. I 14'-bY2" 13'-8" ` I- O A RAI648AJINA (OR EQU L) n - Q i I I O to PARLOR - --- 4 Q 142.3 5.F. '" z O 0' POWDER '� - I I � - w O _ PANTRY of ROOM p � 34.7 S.F. O II 4' 42.0 5.F. O u� � � MUDROOM _ o r 0 ry j I ' - U I ' 80.5 S.F. �. - -----I--- -- --- --- Q G GLu `I 4 -�-- - --I , --- ---II - - -- - ---I--- - 4 uo 4'-bY2" 2'-b" b'-O" 2'-b" 4'-bY2" 8'-4Y2" 20'-aye" n'-o" I-1'-2" I'1'-3" PROJECT: ROYALTON ROW LOT 2 DESIGN A ...�__.��_... ... .�.,_�.._�.... ----- _.. __ _.�. . . ---:.�.�_�.�..._.�_�..___ ,-_ .�_Y.�...� -.. _�- ... . . __. .. ._-__.. -w�.... �._...� . I - -' COX NECK ROAD 17CCaOR SCHEDULE _ ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. MATTITUCK, NY 11952 MATERIAL I WINDOW CHART N _ ._..._.... o DRAWING TITLE: - TAG DESCRIPTION DOOR QUANTITY , _ NOTES WINDOW DIMENSION EGRESS Q I I ROUGH OPENINGCLEAR D i, I OPENING PROPOSED FIRST FLOOR PLAN TAG TYPE # :.. HE GHTREO : 24" _ - I MODEL WIDTH HEIGHT WIDTH HEIGHT OPEN R.EQ'D: 5.-i S.F. 2'-10" q'-4" 2'-l0" EXTERIOR A DOUBLE HUNG wDH24410 _..._ _...J" = 2'-5 g 5'-0 IS-o I OI DOUBLE 3'-O"X7'-O° 2 = ' .,.._=:•. __._._i - 1_.._.. _. & _..... ._._.._.._! „ • B DOUBLE HUNG WDH2432 1 2'-& 5'-4 2'-5 3-4 PAGE: (2) F I RST FL. _ �I - - - 02 SLIDER 12-0 X7 O I (2) TEMPERED , EORES G DOUBLE HUNG WDH210410 3-O 5-O 2-I I 5-O - - _-- - - - - _ -1 ..._...., - K TA Ali (I) BASEMENT D DOUBLE HUNG NDH21056 3'-O " 5'-8 2'-II 5'-8 EGRESS �� II II 03 SINGLE 3 A-10;e 0(341" -O X-i-O 3 • • �, (I) FIRST FL. ; I'' I SEG. FL. O E PICTURE I - I �y 4-O � TEMPERED IGTU I WPW30310 �--._ . ;' _.. . �._a.�_....._ 3-1 T FROFOS�� FIRST FLOOR PLAN 3 0 2'-5 2'-II " 2'-3 " F TRANSOM wTR21o21 - DATE: 4/21/21 I INTERIOR - CELLAR 1 II ' _ - 58 S.F. AE3 1 TA5LE SFA aO S.F. SS AREA SCALE I/4 I o 6 - - - - - O _ 0.75-HR FIRE ;, _ _ OF 16 04 SINGLE 3, O„ _O 1 l �� • G PICTURE WPW56410 5-7 5'-0 gT 5'--7 51 -09" - -- RATED H TRANSOM A712,561 11 5'--f 2'-1 "IL 5'-7 all 2'-I j" I INTERIOR (2) SEGS FL. (�I _ - 3-6 5-O 3'-5 g 5-O �' EGRESS I 05 iSINGLE I 3-O X-i O 4 • 4 ! I DOUBLE HUNG WDH34410 � � �, � ' SINGLE 2-8 X� o l I (1) FIRST FL. gT Ob -- --- " - WPW410410 4-I I 5-0 4-11 5-O TEMPERED ' �"c �6 ' ! � �� -' I�-___' (2J FIRST FL. I I J PICTURE I� ,_ „ 3_ :� �_ �� _ �� 0-1 SINGLE 1 2-6 X7-O 5 • K DOUBLE HUNG wDH38410 - -- - -_ 3 S - FRED ` [ (3) SEG FL. 3 10 � 5 O � Q O � TEMP .�,. '-411 I_O1I - I • (U FIRST FL. L TRANSOM II NTR21015 3'_0 I'-'7 9" 2'-11 J" I _� 08 - - SINGLE 2'-4"X - _ - -- _ 1 . . ._._ O SEG. FL. , ; �. o- l , Oct DOUBLE - .21-O X_T-O I� 2 (2) SEG. FL. M DOUBLE HUNG NDH24310 2-6 4'-o J 2'-5 4'-O J" 0 r- " _ ri (U FIRST FL. 3-0 . ..4'_4 ��E - - 2'-II J 4'-4 10 --- POCKET - - 2_g _01 o 2 • I (1) SEG. FL. _ - _._ 8� _ I IIII u , N DO D - (U FIRST FL. 0 DOUBLE HUNG WDH28410 __. �i...___j -9 5 " '-O POCKET 2 411X7 O 5 (2) SEG. FL. 2-14 5-0 2' 0ENERAL ERAL 5'%'r��50L <E'%r : NATURAL LICH7 I$ VENTILATION a (HABITABLE SPACE) Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O �`; v FLOOR AREA 331 S.F. 0 WOOD FRAME (L.G. 5TL. Q W WHEN APPLICABLE) W d13(1 � REQ. S.F. PROV. -J EXISTING TO REMAIN CD . NEW FOUNDATION WALL LIGHTING;MIN. 8% Q NEW WOOD FRAME (L.ES. I OF FLOOR AREA 26.5 S.F. 541.0 S.F. STL. WHEN APPLICABLE) I I I ir VENTILATION;MIN. MIN. (2) 2"x4" STRUCTURAL 4% OF FLOOR AREA 13.2 S.F. Iq.O S.F. 0 NEW I-HR FIRE RATED � J WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS I WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL J POST FOR 6" WALLS), U.O.N. 15'-71' II'-O" 4'-O" F- NEW 2-HR FIRE RATED //1 �-5'-IV:2"�-:2'-�:12"--5'-O",-:2'-c�V2"�-5'-O'I 6'116" -4'-5y2" 0 WOOD FRAME (L.6. STL. o NATURAL LIGHT 4 VENTILATION (L WHEN APPL I GABLE) < cn I6'-4" >"' (HABITABLE SPAGE) Q I BALCONY z --- - - [11 V<?) .:. FLOOR AREA 188 S.F. _ FLOOR PLAN NOTES Q- IN. - % REO. S.F. PRO\/. ZI ' �' 4 E Q w r 03 AB• LI , LIGHTING;MIN. 8`Ib 15.0 S.F. 43.2 S.F.REA DOOR NOTE: NEW LAUNDRY ROOM: L ° ~°''' °O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP \ VENTILATIOAIN W--- - _" _ --- -- 1111 - �- - - - _� III15-2 - -OUT ON PLANS BY 'JELD-WEN' (O'R EQUAL). 2.COORDINATE LAUND. ROOM t DOOR DIM.'s N;M •5 S.F. 21.6 5 F J �" _"1111.. ... ....;;.;.;.u.;... �._.-:.::......._.....» ..�.�:,..,.....:..�:..,,..,,l,,,,::__,.,»,,,rte, ,,%.::::::::.,. 4K = p-r 4% OF FLOOR AREA �2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. '- '•••""'•"--'"'--'-••-• w� ' "-� ' ' 1111-1111 1111__1111__O _BENCH > � O............._._._.__...__..__._.._.._..__. -..m".._.._.___........._. ._...._..______.__.. __ _._.__...._.........111, 1"I I _- - -. __3.PROVIDE HOOK UP5 AS REOS PER MANU. W.,.-�•,_.__--___-w..-.vim_.,___._-._Ww- __._-z.... -.___ .._.._.....-..__....._._.......... _...._._.__.._.. _OUT ON PLANS B E EGRMATRU COR EQUAL). _._. : :::" �_�: �........::� .::..::.....�::::�:�:�:._::..�:..:_.:_.�::.,_.::.:-:: `........... .. I I I Z � �1._.__111.. ry3.DOOR TYPE TO 5 L _... 1111._ -._.._......._._....._ 1111_1111..._ _.._..._.. 1111_ ....._......... . 1111 .._...._.......__ 1111 #BATHROOM 2 7 rl4.INSTALL AS PER MANU 5PEG.'s 1- -.:1..... _ � -= 126 5 F II'-2"- Jri... ... .. � � . IT ... . . 5. ._.............1111._ _._._._....._......._._v _-.. 1111 1111.-.. YII ........,�y�..y,.... C:S^.::�:.",.::.,...... v�.�:::..<--,y.......:TI:R`."_ 's_.::....yq........^:.y......<_<.- «..<..,.._.....v::::........::__.. \, O3.PROVIDE (2) 2x8" HDR., u.o.N. DRYER EXHAUST NOTE: OO EXTERIOR _..11.11.:::.-::--.._....... ...-__;-..._....._........................_r. I I - - Z �" �'4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE T ..._..._ _.... 1111._..................:;::\.:;:::::::::: ^:� .-. ......:'..........«.........,.�...,.......................,.».,......_...�� .....:�.�............... I '�, '1 I yll 21 �}II 1111..�................ 1 ✓ 1 tr r ELEMENTS AROUND DOORS 7YP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY - 7 TA ( , ......._._.._........-.._...._.... .._...._.....____._......_. ._..._..........._._._..........._....__.. x" zxl11. _,..._.................', .,,,_,_..._......._...._........_._..__...._.....,. .-......_.........._.__.. ....-._.._...._..._............................,. .._.... ................_... ....................__.............. ...............: " OPENINGS _ _ _. -1111. _ 1111._._ 1111 ._...__._._................. ._.........__.._....... __................__,_............ ... ___..........._• ___..__...._._...-....._.._____- ___..___.-_. , q I 3 I t Ix N - ::--:_-." ._:»: :u::_:-1111 1111.._.w.._:..-a«.::_....,.....,.<:...:<:,:::.::-:<:'_::::.«..._.::.:.:::.:..:.:......._::...<:-:::...... ::.:::::::-,.-::.:...... ...::.:.,...,....::...... �...._:....,,.,..:::.:11'li � - 11...--,1111 1111.- - -� . I ! J STAIR 4 RAILING NOTE: 3. DUCT 51ZE AS PER MANU. - _ b O VANITY I I E i ll 1111....-1111._. _..__..... _-.._..._ ___.......__----.............._-- _.._............................ - -........ ..._.._.__..._....._..- _1_____.11__1...-_..._ .._.._....__1111... ._..__............ ...--_....._. _............_.__.._.... __ - - - - ( W (D 2 ..._..._.._.. .._.____ _ _.._._.__........ _........._.. __......................................... _.._......_......... I ; D A BAGKDRAFT DAMPER _.......__.._.. - 1111. i MAX.�I4 RI E EOUIPPE w/ ........... ..........._........ ............_........... .._ _ ... 1111__1111_ _ ___ _ _.. 1111___ _ 11= ..._ -_ ...........1111.1111.11..11__ _ - ___ ____ -__._ _ _. ____----__._........ _ _----- I I ; I Lo r-I I. ALL NEW STAIRS SHALL HAVE T AX. 7 / 4.DUCT SHALL B _. �' 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN --- -- --- »----- -- ---- -- - -- -- - - - - --- - ---- ,, 13-IOy f _ 1111_.--._.......... _1111... 1111 2 __,,,--=_ ,� _...__..�__............................ .........._........._.._._._............_.._.._..._. _ ........ .__............_._........ .. .._.. ._._ .:.._........ .... .. ....___.... _ 1'1'1".'1_ E N FLEXIBLE TRANSITION DUCTS USED TO _�W'�""'' � I 2. 42 HIGH GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FL __.__._._.. ' _1_"_, . _........... _.. ......._.. . .............. _....._. ... ... .......... I E . 1111-a:r>.:,. NOT TO ALLOW PA55AGE OFA 4 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM a... .",. .............._-.. :.... .< ......._r:.w",.._........a...<c ..."1111 ...... A " h--�k,s <:. rc. <,"":.max..__>. -1111 -- - --- - - "1111..._ __.. . . ._......_.........._.. ...._......_____......_._._.._.._....__......... _._.__....-...__._.._ _._.........................._.........__......_......._.._... 1111-1111--.........-.. ................_.................._..__...._....._........ .......-1.1...11...-.._ ......_.._...._._..._.-1111._-..___.._.._.._...._ --......-..-...- - r-I _3 TO _.........._. ' 1111: I I Q � PAGING NOT SHALL BE LIMITED TO 51NOLE LENOTH5 NOT T ._........1111. ........................_. ..............._....__..____....._............_......._. _....._._......._......._._..._._....- ._-1111... 11...11.._-11. - RAI SPINDLE5 36 HIGH HANDRAIL ".. ".:�.: ".a.a 1111.. "I -mma..___w�wuwsmw:xwsaw w""vvww."saw m.........., vo.wmvm<x..." .. ..v....vua-ss 1111 .a...x... ....<.....:.v...._-a.. ... ...1111 ............. .... .... ............. 1111_......w<xn--x .e...w...__.w-.ra�evwll I -,- -- ------- 1111..•. LOW PA55AGE OF A 4 o SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED TO AL _. _....... _ _- _. ._ _1111. 1111 .. I �,I/ - - aa..........,.,',' .�,."1111.__." .aa.aa..a".a...a ... _ ____...__..a....w ,a........-a,-,,'-a.a."..a... . < ._,a .__.._,-,-y"_. ...m"-----, ".,,." .a...":a."..:..:,, :w,..:........__»a..-_w.a"1 1111 ...., .a..._...: IN ACCORDANCE WITH UL 2158A. .......... ............................... .--_............._._...........__. ......................._........._.......... ... .1..11....1....... ............. .. _.,a:....a< 3 'Y2 15'-6" = W 3. G8IPPABLE RAIL AS PER CODE_ """"_ - w"<":w " '' 4' O 2 _....._.................._._..__.__.............._.............. 1111._-1111.- 1111.._ 1111._-....._.._..._ ._...............__....__._._. ____..._._v_._._ _._.....____._.._._.___.._._............._.. _......___.._..._.._._.. _........____..._.___.___._____ _............___- _. -1111. "...� "a"1111."aw"v_... .�.. _.--,-", ...�.......w.w�.......................".....,..._a< w.�.w...........w...w»......."..w" .,. -.....:...____.................<..._, ._H..,�......., 1111_»..w.w..,.,w."........mw..., ,-_.w»w.w....»-.::-» b.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID .. 1111. " _. w»�w._... a " ... . ..., .. a. .,. 1"1 #2 , 10& !, _._......._._ ..__...........___.................................. ___..._. ....._. ..._.._._.__............._....._.._....... _. __..._......_.._. ...1_..111.._.-___. _ ..-..... _ _._............ ._... I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ______.._._...... .___......_..._.._.___.______.__ __-........._._._......_........... _.......................... __........ .........._ .-.-._ ... 331.0 S.F. _ . ............... .. - _............_........_ WOOD FRAME STAIR: _...._:. .___......._ _......_1111.1111.. _.»w<»_".w".......n".w"w...."."...".".w.....__ .w....w,......_..�._�.._..w-"".w"...."w _..._........_____.__.....__._._____.. I w.«."...""w..-»..."n..w.a»_.a.. ....._w.........°............"1111»».". _.....:...a"..""w..........._........_......_.._...M......�.....w.w.w._._».�..ww... RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST "°" "" """"« " .___" 1 I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. _ __.._...._m»_.._............ a..w 1111.. 1111... ..".....».»...._.__..�_...._.u....w___....._...... ....._...._._.»....___.....w.... ...:..M.._._...._..._...."...._..._..........._ _.»..........».... ........ ........ ...... .._._.___....._.__-.....-1...1.. I - 2.RAILINGS SHALL BE WOOD OR PVC. SCREWS w.......... ..�w __ .....,........._.._................. .......a..a........... .u......_....a._ ,-w~w_w....,.._.._.:..w_..-.-,.._..,....,.......w.�.w_w».".._.......-.....w_»-a.,...,. w...w,.w.""...Ow. ..... ......w..._ _ - I W _....__..............._ 1111.__ _.._. ___..._._.___..__..____...___. _._____ ___._.__.._......._..._.._.......___...._ 1111. L DRYER - _ HABITABLE SPAGE ........................ ... .._._.. ._ WALK IN G N 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DR _.. .... _..._...___.....__...._.._.... __._......__ ............._..._... ....._................_..1- 1__.._...1...11.... - pq I - ___________....._._.....__.. -_. _.__....»».w.w-._..._, ... , ,- _ ._.w...".._,_ _..»_._-_...._».»._....._._.»__.._._..._-._.._.».11»--,'.».._......,.._._..._.._____...._...«_�............_...__.._.__..._..._..�._-1111.__ 34.1 S.F. r CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE _.__...._...._......__......_..___...._. __ _.....__._.___",. "._.......",. __.._..._._..._.._._. ..._._..._ -.__.............-.,............._. ___11___11_ -.- = J 1111._._. -..w_._ ._. _._....._.._....... _ 1111._.1111._.. 1111..111 -_. ....._11.1 1 _.....___11.11.._..... ».._...._._._..............__......_......... ......._..._ _._.....__........_..._1111...._1111_ - I. 7YP. 42 RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 .. :............................ :.r 1111.. 1 .111. ... .. ..... U J B FLC>OF�.AREA _. 250..5 F. ..._........._....._. 111.1...... _............. ........ ....__. 2.RAILING SHALL BE WROUGHT IRON OR G L L. FEET FOR EACH 45 BEND AND 5 FEET FOR EACH O _ r."".."....w... ,�........w"�.»_. _1111._ ._..."w _. __-..,-,,.....--,,_............._.__ ........._...�,,._.�»a..,,...........«_....w....._..._.».........___..._wM.„,.."w.....u�."...........»....__....w.aaw. = BE AS PER RAIL MANU. PROVIDE F THE EXHAUST DUCT DOES _..._.._..__... ..._............. .. . -.1 11....-. ....................... ... = FASTENING SHALL SEND. THE MAX. LENGTH O E E _ .................._._ _.._._.....__..._..__..... _.........._.._..._....-....... .........................__..._..............77.....77 -..::W.-.,... _.._._..___..-1111. 3'-qy 5� RI=o.'11,... S.F. PROV ,:_ _.._1_1 1 1 . .. .._...................... __ -_.-1.11.1_.-11 11....-_.-.........._.._._..1111 ._-..... . _� I 211 BEDROOM #3 N = Q EXTERIOR GRADE PAINT A5 REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. ..____..._.............._.__.._...__..._..-_............._._....__......-..._.......__V. 1111 _ ...__...._ ... m - , ..... _,. II cv w"..r.�............................... 1111..»-ww..._ �w."..waw ...._.__ ....�w.. www...w...."."...w.__ 1111»,»»»_ 1»111»»1»111,»»..»1111_. �.......».._»r".� ...»» _ . ».»�..».m 1,111. �»...w......".ww»._ ._......__._..»...-..�._._»_....-�. _.�.r«_.�.»w»u....._......." O ry COATING ____...._........................._._ .........____._.._ _..___.._._.._..... _............... 11...11.._.__._..__....._.._._.__..______.__..__...__.._.. .._._.....__.. . ___.._.__._..-_.___..__..__......�____.....__..__..__............_..___._.. ._...._... ...._....._....._�. I I 188.6 S.F. O >>< ..._........_............. ...�,__-1 ....1 ,Nil gb.:_:.::..... :.::w......_.. _ -111",-. ._.::::..._ _............. ..._........,..-.. ._._........_. . _.._....... _ _ 1111_.__-1111._ L Gt�TING, N 8 1111. _........_. 1111...�........ 1111.. _._...._..__.._._. 3.5EE FOUND. PLAN 6 DETAIL 1111 .. _ ...._...__.__.. �.. ....w.w..ww"."...............�w.,..."W......__....»1111.__»._.�.�_»_.»"...._a......>.......__._........-.w........w,a".."..ww.,,wa........".".".. • _._�....�_.-_ .»w pF ODR...AREpr..w..... 1111 ... - NEW FLUE. 1111.._. 1111.._. _...._� ... _._...... .._...._-. -....._..........___ _.. 11..11_. _ .o � ;... _.___...- _ .... ..........._..............-11.__11..-... -1. _::::..........__. _............_..__...._ _.._........................__...................... I - _._._1111_. I . NCEUE ATTACHED TO _________________.........__............__._....._..._.._..___._____..__._ ._..__-_._.__.____.-._______.__..... 1111._.. »1111.»..._......_....___ ..........-_._______.__. ._ .__ _.__._ _._.._.___._.,_,...______._.._...________.__....__.__._.___.._. _.____............_____._......_........._ SMOKE DETECTOR / CO DETECTOR NOTES: 60 I. PROVIDE ZERO-CLEARANCE FL "w„\\"\\\w`"Y ""\\\""\ \\`\\ 3 EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL A5 "1111." ..» 1111.. ". »........ 1111. .»_ .�...........a_..», CD 4 .. ».. �,ww.wa_ ,»..w-, ..1.r.�..»»w,. ..w,...a...."......wvww•».-<.w. ...____..".."1111.."._ 1111. "" I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ 1111 _. .-...........-.._._,...__....__.___._._...................._...._.-vtt gLAT<bN,-,-I ll'R..-_ ... _. .......... ................................. ...... ..._........ ._............._._ .. .-._._.._.. ......_.__._.._m.___.._ 1111 1111.. _ _._ r, WALK-IN GL 3 ��< O 1111 - ._. iO.rJ S.F. 17.5 5.1= _.............. 1111....... ...1111......... .. ..._........._..............._.............___..........._.............._._............. 1 PER MANU. SPEG.s - PROVIDE NEW WD. FR. ENCLOSURE w/ _....__.___.__...` I �. _ _._ _.................__......... 1111.. 11--.11_11-11111.1-_._.....___ w......._.aw.w_._...�-»..w... .«:.....�..w....:..w..w �..:....»_............r..» ........__._.....""........W.a..w.a...��w»»..waa....�w�..�._......"1111.."..w "� w":.a. 1111. _ I/2" CDX PLYWOOD $ 51DINO AS NOTED - "CHASE """."..".._ . ......_..w_......_.........w.w.".............. ...._. _. i I�i.3 S.F. i I SMOKE /CARBON MONOXIDE COMBINATION DE7'EGTCR 45�i OF FLOORAREA 3 ".wa._.».wow ...•aw r.""<a.. RY BACKUP. 1111 HARD WIRED TO EACH OTHER w/BATTERY _._....._._.._..___._... .._____._-1111_. __.._._____.._-.-1111....... ........ ......._........._..1111..--....___...._..........._ _........._ __......... ............. ................................ _.._..__................ _..__._.._....-..._._..._......--._..........._............ _.-_.__.___._..__. 1111 'a- ' -...._._......_ _-___ ___..__..........._._. _ _ ......... 1111.... 11.11.._.._ -___.....__..__._....._._._......... _......___..._._..........._. 2.INSTALL ALL AS PER MANU. SPEC.'S SECURING ® STD. SIDE WALL ON PAGE 6-004. 1______1__-__1________,__ «....._�._.__..«w«....................._._.._"-........__...,_..._.._»...._..... ..�,.»�..».» .. ....._.»«..........__...»-»"w.m...�.._.._..�......�.._�_.»,.«.»......�......�....»»__._._..rww,.»_._.�.....�... _..r.. - ..may II w<"xw.."v xavvv".",..e.............s w"ea"v""".".."ww.""........ 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IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT _._......._. ._..__....._._._..-...._......._........_.....__..___._. SM/GO I N I .. _ 1111 1111. ....: v.w ..-.._.w....�...�.... a..,� ,M.ww.a.�--__::�...�. .- ..�."w� .: a ...._.... .1111 .w_ { FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM �."""....<_....."".w. w•a .�"..".www..:....aw..._.. w -.�wa."...". ....�--__�:,�:a w, ,....".".w. .".w....�...". .. n �.»�...».� •,rw°.�w. ."�,. ".w�._.,_,,w�w,w""1111."a..w",.. ._ 1111 1111_- -.. -__._..__ 1111W.._. _._____.._ _. 1111__ _._._._.. 1111 -_-_...___..._..._._......_......_ '-' -:--::-::"..__:.::::-_1,11"::......._.._.....____._._......_ m_-..._._...._ - 1111 O05IE 814, ASTM E 84, AND UL 14 1411 ...w---- w.._ "1111.,".."""w ,....w "w"1111.._ ..".....w_....» 1111__.w......" w.. ,...m""."""1111"1111..."1111.._ _..._._______..____...__._..._..._ 1111.._.- 05 "'"",_..................._ .. 1111 ..1111....3. MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY -<v:__.. :.W::: 1111:. _. .............WINDOW NOTE: 11 I _.,��" "." w- .n... -_ ..w._.w .....4 ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". ..................... _.........._..__.._.._. _.__............_.... ....... ,,*:..............._.... . ........ .... _...._...- _ -11 I --___ _""_v_____.. ._-._. -�� 1111..._ . . , 111;1.O ...... Oµ a" I II_.......:..... ,1111.400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING �__ rw ......:._ --,-. .111.1::-:,11-:11-1-:�::::::--:-1I -1,�..__ _...._...__.............._. I 4'-6"- ter 4-lOy2 5'-6"_.. -I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN 6' 8' 6-5" O I I(AS NOTED); INSTALL AS PER MANU. SPEC.S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE -,:: »W.1111 � ATTIC � I O? I : XX_. : _ v::^c:xu ._1. _',=s•-:1._ I .� �� _ - O sl C SUBSTITUTIONS SEE NOTE #q IN "GLASS WINDOWS "t VENTILATION IS NOT MET BY MEANS OF NATURAL ,:.. ; , , .....w.„„ 1111,::: _._.,,:,:,,::: r______ , :x_ ,m:::., ::„::, _. w:::_,:...::::�:�.,::::.::..:...�......, HAT _I , m O G m to GH 14 ry - AND DOORS ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO ...__..._._11 ___. .._.......__-.__.._..........____......__. ._..._......_.._.._,....... .........._.__....._..........._....._-......1111._.......... ..._........................._ O • WINDOWS ALL 05MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION I I �,� 0.1 SM/GO I S7RAI6HT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. 5PEG5 �::::..:::,",---_.....111'..",I..._�_ . .. .._. _�:__.. :.._�..__ ..1111,,. . w '.:w 1111 1111 ,.:' _ :.�_', : � -� 5- 8 3'-oy II I -3 I �: f- 2 ::>.=_::__----___...._:_:::::-:11,._........_-:_:::,_,:.11__ 1111-,,.....,.:':- :. 02 2.IF DOUBLE HUNG - ALL DBL. HUNS WNDWS TO BE W-.-,,1111."`: 1`11111.11_ ,,,,::: m:. :'............._...._...................... ...__.. .... . TILT WASH _ _......_. m_ ::::::::...._m: :._.....__m: m:: :_ :: :" I ii W... 1111 _ ... . «,. E:.. : ; � 1111- - 10 1 4 1 I I 3. ALL GLAZING WITHIN 18" of FFTO BE TEMP. GL. 8 NEW ATTIC ACCESS PULL DOWN STAIR. _....____.__..._.._..__.....__._....._.___.__._.___..______....__._...... ,E E. 2 - , 1. MIN. 350 CAPACITY _..:._..,.-1111,;1111 _. .................._- 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O 1111..___.......__.._.___._.::........ __..__.,.,_:..>:.,,:,::_:,,,:,_.............1111- _.__.'.' <:::,::_:.•::_-'-,-._..-..: . ..::,_.> ;; ,: 6 - 1111 LAUNr, " BATHROOM #3 7 I _._____._.__.__.__.__. ..-...1111._ _.. 1111 1111::: ..._.__.... 11'' ,: I DRY/ WINDOWS TYP. FOR ALL U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. m':: =_'.__._.._._..._..._.__...___._.__...__ _ 1111._ m:::::` I i; I; 1 - (00.0 S.F. _-bl_� 1 I I ( ) .............................x:v::..._.,...., re;e--1„111 1.1111..1 1..11.._.11:a._...,,....xs•.:11:11. 1111. _.._...__.• I •^ - - I _ = 22"X30" _......._.......__..__ ......_...__... .._....:_:: :.:...._.__. a liE' - ___111_1_________W _....__......._______...._.___......_._.__._1111_....__-.. ...._............_..1111. .. � : OPEN TO - = --- 46 755.F. ";'' Q `�I' I __.._...___.___-1111_...._.._._. Q I EGRESS NOTE: 3.0."15 HR FIRE RATED __............ _............... ! € ; E : - !. - - - I > - 1111. ---1111-.. w 1111 - r w_____._.•_._•,:::::11111111 :-:_-n E iE a i i. ' ' BELOW - O �j' 6 _ I = 1 4.DBL. FRAMING WHEN NEW OPENING 1111.1111: r:-:•W.-11.1.- -1111:-1111 ::. 1111 1111:: 1111.1111:: -. 11,1 1-:1111:_. 1111.:- #.:, 1 E€ +ri +I 1111- S I IN COMPLIANCE WITH NEW YORK STATE BUILDING °' ii 1 i!: EE:: ;i' L;i E t.[ I Fe ..:. - M I ! ......__-__..,_.-x::::::: r:':::.-:c.:-.... 1'.,.,'::1'1'1'-:_-:' .... 11-::::::x:_-:'rr::::::::- _:=r_:-n:::-r--::::.._._...:::,""",l__ : '�I i I GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL A5 PER MANU. SPEG.s pp _._..__....---:-:::1111:..- -_: __..._....____._._..__....._::_._.:-�-__:::1111:-.:�--�:::::.::_:__-1111--:�::::::':_._. # :EE �: EGRESS SHALL BE FOLLOWED: .: ;�:�:...� ... € I ii ` zi - t G G In 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS - M_ I I I 1111- 1111. ___1111._ _......_._... 1111._ _ 1111_..1111_ 1111__. 1111. 1111._ _ - _ _ 1 .11_1.1._...1111.._ ..._ ..... .... - - ! _. I � 4 � I I Q� I- I # It 4 I R 'i S.F. _ - - NET CLEAR OPENING........... 5. _. _........ , - - 1111_. __.._...___... _____...__..._._... _........_ 1111..1111__.._....._. . .;, : I;#. Ee E £•', I � �v ' 1111 - \ m II ......................._............._......... _... .... ........................ ..... ........................... : .1 i�: �, a:., E �S i m `.�.. ! 8 6' 10' NET CLEAR HEIGHT............... 24 MINIMUM _._...__.__._. _.......:............ , € sI I - q 8 SQUARE 57RUOTURAL PERMAGA5T COLUMN __._........_.......__....._..- _..-_..__._.____..._..._...__...._..____.___ ___.._..._.___: ::I �; " I; I. f,, 1111. : _ 1111-- "` 1111-_1111_-_ - - -1111 I I O - - - 1111-- 1 ;,;1111 _.__....._......1111_ ..�...�:-:a.._..�::T�>:-a.�___.�:::::__1111.-�Wa:�.-,:-1111,_. ::. NET CLEAR WIDTH................. 20' MINIMUM __..._..._.....:..... ....1-«......1._.._.....-........�_.::::::�:_ ;' +; Ii ` E gE O BEDROOM #4 ,III, I _ .___ _ ._ _ .. - ----- __...... _.....__....._.._.__....... ................._........... 1111. .. i - ,a""""...w, 1111. - w -..- _„ww wa" ._.._., 11 =s1 I( ! e 250.0 S.F. l I _ z 113 z E" I I E 1 111 1 111_..11 11... .......... ..__.__................................_... ............ ..... ;' E':: .E €: ' E - i TYPICAL PLUMBING/HVAC SHAFT: I :E, i [i; I:I Eil= II: ; O 25 loy I I 10 _... .... _._ ...._...._..............___..........._.._.... .. _ _ __.- li E€E I 'j;iS eE E, Fi E E , 2 I i E - 1 I O PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD __....___._.__.___...._._____.....______ I I€ I i( III: I. I I; E : , € 4 I I ry 1111.".., w-1111._"1111".1111.. .1.W -"""°".""........."...w"1;7_...=_. Zzi ,ii _. 1111__ 1111_1111_ jj j ; ..... ............................ ......................... ....... ....... 11111111.._ , i E? ([I I 1 ; F $g "`C iE ,I I ( I: I: 3 I. I - ! HEM 4 TON AIR CONDENSER MODEL NO. I - ! ... wMwaw.wM..._.._.....__w-ww."wa.. � .. I _ #; �I I # _.. 1111..._ _...._.......................... I E.' I :: I €,; I: E. N €' �I I II 648AJINA OR EQUAL 1111_. _ 1111.__ _ __....._ , E, : EEE I. :r; _ I RAI ( ) I wr. ............._._ w....._..u.."""-.........__.. »".a. ...w 1111..._ 1111. ( {{ I I Ii; i � L : i !`` °I : 1 [ i' II IIiE ;!: [ I - SM/GO FAMILY ROOM jl E I' E€i1 j ! ;; :f i) 1i E II�' E€ €t 3'E3 # 'i 3 I ii ! IE# '� iE, ;�E ! i I` N 200.5 S.F. i I [ 11 ;: EI: I : O 1 4 J i ' l I I I eg ' I j :{izz hill� I 1 I is ; 3t ' I !ii a ? SM/GO� I' 1' E �` 2 I' :[# ii 3 is [: E IE I ry 1 tE ;iI ! ' f:: E: ,3e f I I Iz I YI .,,E ' �E ? - # ;,I:( - o I I I m i s #! 111 0 s. i - I E aEEE !: .. `� e E � I:1 �.:. ! II 31 ,11 I'` t : ? # I� - 1111 1111 - 1111 - 1111- - S ry I i ti 'i: iE ` F: a I ICD i I 9 'E' i ' 1: 4 I !I m I :EI .:::zi :i :., g E f, :�; I# '; : [;. E E 3 9 1111-- 1111_ 1111 1111_ -----1111___----__1111-_ 1111-- -______-1111-_1111 13' 6 J IE II EE I ' €�' I:I :3( iI: - - .. E I € € �' ii ; p � I I II tE# ] i' 73] ` EEE 9 1€;E I it i I; 3 EE f e I I 3, e I I L j 1I # I 'i€ I1 I I _ 33 '#. !i # III I fi i E LL.� Q O Ii :ii 1 I 3:iI IE i f li l y !#; I Q Q t I j 14--p2' Iit i i .�-3'-b" :3 4 r I11 K I ? # m PROJECT: 3 I I I i - 11 11-----1111--1111 - - 1111-- --- }Ei I [ I3 I { I,. o I i ISI #it iz ; I R OYA LTO N ROW [Ll m I i ;; # I � i LOT' 2 DESIGN A 1'-4y211 �11_2Y2111 51_/II 51_/II (11..;1/211 AI_III 51_11 411_211 AI_nl1 ___111_1,_______- .1111. 1 _- _-__ __ ___ I4'-811 ✓ V I I'-O" CJ V �[l 15'-3y2" 141'_V211 T C/ __-__ COX NECK ROAD ii DOOR SCHEDULE _.________. -' _ _ -_�_..___:-_-______ - _____-- - - ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PA6E "G-003" FOR NAILING MATTITUCK NY 11952 - - STRAPPING DETAILS. I I MATERIAL 11.. ---- -- --- '! i WINDOW CHART _ { ,! ;, :, ,1111 . _ 1111_-.__- _ _._ I DRA111/ING TITLE: -- - - -- _ __.__._._.._ EGRESS QUANTITY , NOTES j 1 i 1 - - - -1111 -1111---- TAG DESCRIPTION DOOR I ,; 1 ln<o. 1111- - 4 1 Q ROUGH OPENING WINDOW DIMENSION CLEAR v PROPOSED SECOND FLOOR PLAN 3 {'' i TAG 11 TYPE MODEL # !' OPENING I O �' ! llJ ;I -! E , i � � �€ iV II � I! 1 _ 1111 _ "WIDTH REO'D: 20" X11 I - .,_ _ ._ 1111. HEIGHT REO'D:2411 _-.. 1111 r 1111 ... _.. ..._ _ _. ' w..l-»1111w.,».�.,_..,.w.•m.�»».-. 1111- '' III WIDTH ;, HEIGHT WIDTH HEIGHT PEN REO D. 5.7 S.F. » EXTERIOR- 1111 - . 1111:. .» - - 11 -._. -1111._ - _= O .,.,.,..»_ - _ __._...._....._..--1111........._.1111- 1111-._._.......t �,, -. 1111 E_. 1 1: .-' `I ';; 1 #I 11 { 11 2-� 5-0 9 i�i�Oi�Osl7 SGOi�l7LOOiZ i�L1� L__ _ _____ _______111___1__ _ _.-_- _.--..-_.I___'___11_-.__ _L___.___-_----_--_-_- _1111_._ _._.. _ A DOUBLE HUNG WDH24410 2-6 5-O I -- _ I III : II ; 211.6 1111-__ -1111__1111 1 3 O X7 O - 1111`=_*.:w'�'. •- y (2) FIRST FL. ' 3 4 2 5 3 4 11 i I y, B DOUBLE HUNG WDH2432 " 11 " I,(oa S.F. HAE317ABL� SAGE; I,C 8& 5.F. OROSS ARES SCALE: 1�4" = I'-O" OI DOUBLE -02 _ .. !'11 SLIDER _ 12'-O"X7'-O" 1 • I • 1, 1111._� EGRESS PAGE: O -_ - G DOUBLE HUNG WDH210410 '-D �✓'-0 : 2'-1 l " 5'-O " - - - - - - �I ;. - -- 1111 1111.. (2) TEMPERED :i I 1 INC E -- 3'-0"X7'-O" 3 • � (I) BASEMENT - D DOUBLE HUNG WDH21056 j _ 3-O -. 1111---.._..... 2-I I 5-8 ESRESS 1 -- I - O 1 - f 1' , a 11 i 1 9" { 11 is 1 A-100" 000 03 5 L + (I) SEGS FLL 1111_ . ._1111__ - �_..«.. - 1111 1111_ _ _ 1'' - �-.-- I- 11 E PICTURE WPW310310 I 3'-II ,1 4'-O J"II 3'-11 11 41_D �II '' TEMPERED I - I--.--------------,--�. --_�_- 1111 ._.._. _.._-.._... .... .._...._._ . . _ _ ._. _ 1111. DATE: 4/21/21 7 OF 16 ! 1111. � _ - ,_,._,-. - - �-� -IIS -1111-- 1111 ' j.. �tr 1, i �n ; I y11 i 511 .. 8 r INTERIOR CELLAR ( F TRANSOM WTR21021 3-D 2-3 2-I I 2-3 j - 1 11 - 1. RATED _ -. SINGLE 1111._ _ ry 3-D X7-O 1 O -- - RATED FIRE I PICTURE WPW56410 ! 5,-7 ill I: 51-O J" 1 5'--7 a" 51_O k11 04 G 1! I 1. _.-�,_,_. ..«__.____._..._ _1111. �.�..'^'.^^-_. ._.___.__._._...1111._._ 1111 - - - -- - - -,, 1i - 1111_ INTERIOR._1111 - I, _ ____. 11__ 1111 - - -1111....-------- ` H TRANSOM WTR56111 51_7 a 2,_1 ,1 S'-7 11 2'-1 11 I 4 ■ (2) FIRST FL. ; 05 51NSLE 3-O X"1-O - ) _ - 1111 -- _ _- 1 EGRESS (2 SEG. FL. DOUBLE HUNG WDH3441D 3'-b 5'-O 3'-5 5'-O ° '�i". -- - - 1111 -1111 �q��G•'wr:..p �n�, I II I 11 ( , - - - - - 1111-- ! „ 1. R eJ' ��h'; , ia.,q :>✓, `V 11+0'1 6, O (. • ..- , 1 (U FIRST FL. 1111 4-11 S`-O '' 4'-I I 5'-O �11 O6 41,1 1 �, SINGLE 2-8 X7-O I - !I - - �;_ - 1111. 1111. J PICTURE WPW410410 3 TEMPERED I 't II �r 4 C,,,1�- - - 07 ---SINGLE 2-b X7-0 -,I - 5 6 ( 111 1._. _ K DOUBLE HUNG WDH38410 3'••10 i 3. 5'-O " 3'-q i" �-O TEMPERED r p > 4 °� 1111 1111---1111 1111 - I _ �_ 1111 �-{ - 1111.` - 1111- I 11 I II 1111- - `1111.- - (✓) SEG. FLL - - - - I -' I '�'I', -= r - - - 11 11 i' < ,�,6:. (I) FIRST FL. 08 SINGLE :2'-411,K1-0' I • [ I e.a (I) SEG. FL. L TRANSOM WTR21015 3-O l -7 2-I I e I -7T_" (�, [� j 'II - 1111 -- 1111 _ --1111- - -- - '' - - 1111 - - - - __ -- -_'- - - - .. - - - - --- ' --. . . - - � I II I 11 II ,• � 11 pp =, 09 - - DOUBLE - 2-O X7-0 - 0 I' (2) SEG. FL. ii 1� M DOUBLE HUNG WDH24310 21_6 111 41_D 11 2'-5 y_II 4'-O �11 i -(? . '+ : - 8 ��, �. - - __ l -_ - - - - --- - --- - - -_-- I .._ 1111__-- - '1 , 0 1111 1111 1111 1111 (1) FIRST FL. .I ;= ~�.K?•��'°` 10 POCKET 2-5 X7-0 2 - - ■ (I) SEG. FL. I 1 N DOUBLE HUNG 1I WDH21042 3'-O �" 'I :1 4'-4 i" 2'-11 4-4 i ------- -1111--11 11 - 1111- - 11 11--1111 - 1111 1 - I II II - 11 11 1111--_- 1111 - `...-.- I: - - - 11 11-! ' - - 1111- - 11 11 - 1111- 1111 - 1111 1111 - 1111 - - - - 1111_ ._ .. - - '�- - - - 11 11 - - ! , -- _. �� - - ; (1) FIRST FL. �I - ,, - I - v0 «i�' 1111. .. ._..I . _ ,1111._ i (2 III II POCKET 2'-4"X7'-O" I 3 II O DOUBLE HUNS I WDH28410 2'-l0 5'-0 2'-q 5'-O ! I ) SEG. FL. I " - - - 1111- 1111 _,_,....___..__. ._ . 1 - - - - I � � , - - . . � i ELF-\/ATION NOTF-5 < 0 ROOFINO: p uj (D 1. SEE NOTE a SECTION LU 2. ASPHALT ROOFINO 51NOLES, COLOR 4 57YLE TBA (OR . _j EGUAL) (MIN 50 YR. KARRANT"r) . . - ROOFINO: < i 1. SEE NOTE a SECTION ic� 2. 5TANDINO SEAM METAL ROOF, COLOR $ STYLE TEA (OR EOUAL) . _j SIMINO: &\ RIPOE HEIOHT(!� _j (�) 1. SEE NOTE a SECTION __ - _- -__1_-___ " .._________,__- ____ �I"I-1-----------1__1_..1 �..........--------____ __ _ """,........ _.___ -1________________',___,_______ I I ------ P= -1 ........... '' , "I -111 "'I",""'-,-� � ''I �,:,- - "Ill- -1-111- � __ -'-,",-,-""""",'I'll�-1=1-1---"I'l""I'l""I'll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'�ll,,�,�'ll,��"I', -, ..", -I----,-- -- - -a- --q-_ -= ELEV. +50.1' IM 2. 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SEE NOTE a SECTION 2. 5TANDIN5 SEAM METAL ROOF, COLOR 4 STYLE TBA &\ RIDOE HB&HT 0 (OR EQUAL) " -1- - ", � ....1-1..___ .... ____ -, -------- _,�� _j .____...___-_l......_ ___........___________-, .11.�..�.. -,�- 111-�",--�,-�l.--"",'I - I "I l--- '. 51DINO: 11-1111-111-1 _.-,.......-".----- __,", ___ ___ ____"____.......__ I'll,........... .........._,�...... __ _" ", , __ � , _',,," _........-_ ____........... ______._ ELEV. +50.1 ��,,,�,ii-,� �,,',',',',','�,,,,,,,,,z,,,,,,,I,z,z","ZZ"I"'Z""""',,.- ",z -_--,-,- , ...........____ - ,_-, �i ,� .. .........Z_I -, � I 11 1111�1 zl=1111111111111111111�I 1._--_..".....-11 I,z z Z-Z.Z"Z""Z"I"�Ill""Ilzl�,,�'ll""I'll..�,__ _._,_._, ---,-- ___111-111-111111 � _ , -1111,_z"I I'll,",'' ___`,`____z__, - ,�,r',_a ', - __�__________ ___,______ _____ - -,----, __,_______ -----,-------- __ 11 1111--l-111-I,-,-,- --l-11- , , -,- I -11. '' I I -11, "I .11-11, "I'll -1-11- --.,-._111--,--_ llll____ ____ -_ __ .- (�) I. 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INSTALL NEW ASPHALT ROOFING SHINGLES ELEV. +30.1' � LlJI 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER P 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q� Q 5. GAP SHINGLE OVER RIDGE B HIPS (AS REO'D) 1? b.PROVIDE RIDGE VENT (AS REO'D) P 9S O 7. FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS REO'D € J ; a. INSTALL ALL AS PER MANU, SPEG.'s AC4tis O TYPICAL ROOF B CEILING CONSTRUCTION: • NEW ROOFING AS NOTED CONNECTION 'BI' 5 AS I/2" GDX PLYWD SHEATHINfS (BLOCKING ® ALL PER PAGE 6C.J. • d NEW R.R. TO G.J. }- PLYWD SEAMS) • R.R., G.J., B G.T. AS NOTED ON PLANS (® SPANS SECOND FLOOR CEILING HEIGHT - - G.J. AS PER PLANS Z OVER 5' INSTALL "X" BRIDGING ® CENTER OF ELEV`. +21.2' SPAN, U.O.N.) - -- - • MIN. OF R-44 SPRAY FOAM INSULATION OR [ Z R-49 BATT INSULATION Q Q TYPICAL EXTERIOR WALL GONSTRUGTION (TYP.): LLj' OUPON "TYVEK" HOUSE WRAP (OR EQUAL) E ...... ... _..__...____. __.mm _._� J • UPON 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® ALL J00 PLYWD SEAMS) ` BEDROOM d' _ I • 2"xb" STUDS ® 16' O.G. w/DBL. TOP PLATE Z • 2" SPRAY FOAM INSULATION (® R-7/INCH) w/R-13 z CONNECTION 'GI' A5 �j rl ri p I PER PAGE G-003 Y '�"� Q 1 ___._.___._._._..__.._._..__.___.____..__._____.__._____ BATT INSULATION (R-2"1 TOTAL) ---------- NEW STUD TO Z NEW SIDING NOTE ITYPJ: I it __.._..._._.._._......_.__._._..____...... FLOOR A55EMBLY Q Z 5/8 GYPSUM BD. WALL FIN15H SECOND FLOOR - ELEV. +12.2' _ ! € ._.._.. _ N O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL i -� LAP SIDING B VERTICAL BOARD B BATTEN �- tt01 - LL- W Q Ln IIx T-i 2. 'TYVEK HOUSE WRAP (OR EQUAL) F.J. AS PER PLANS Lo 4.PROVIDE ALL NECESSARY 'TRIM FOR F.J. AS PER PLAN r- .. 5.INSTALL ALL AS PER MANU. 5PF-r,.'5 FIRST FLOOR CEILING HEIGHT--- - I, PROPER ELEV. +II .O' 5. I G SHALL EXTEND TO TOP OF W FOUNDATION WALL 3 I!i I, I SII --._- / IO 10 W.W.M. O NEW 4" THK. P. GONG. SLAB w I xb / OBEDFOYER _I _ W 5 - _._..__.v......___..... ~ REINFORCEMENT AS PER DETAIL � O OOM O TYPICAL FLOOR CONSTRUCTION: 4 6 U U • NEW FLOOR JOIST AS NOTED ON PLAN • 3/4" GDX PLYWD TBG SHEATHING (BLOCKING ® ALL - PLYWD SEAMS) • F.J. AS NOTED ON PLANS (9 5PAN5 OVER 6' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) FIRST FLOOR--- -.......... • MIN. OF R-30 BATT INSULATION;PROVIDE MIN.3" ELEV. +2.0' SPRAY FOAM INSULATION ('R=-!/INCH) AT RIM JOIST -- - # ,F.J. AS PER PLANS , A I I. , TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: ' ? L_ ' f _ `' _ - i'.l. I_' I T I. (U 2 x P.T. BD. TO MATCH c. BASELINE # i _I H- . ,..: O UT/DEPTH OF INTERSECTING -----_—_—_-- I .:..+ b I I ' I I 5 ( ` �� JOISTS, SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. ELEV. +O.O' :W':::: ............ # I :. ! n 'r LAG BOLTS ® I6 O.G. :".: 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) AT G.J./D.J., OR H.D. GALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL BASEMENT , PROVIDE BACKFILL UNHEATED I I PROVIDE BACKFILL COMPACTED IN 6" LIFTS B 3M THK. GONG. SLABS UNFINISHED I B 3" THK. GONG. SLAB STONE FINISH w/STONE FINISH W I I I ' 5 A-401 SEOT 101 G /A-502 A-401 j I I SCALE: 1/4" I I II I'II I I II I I I I 'II CONNECTION 'A' AS PER PAGE 5-003 1 HEADER AS N SECURE HANDRAIL TO WALL ON AT LEAST ONE NEW RIDGE PLANS IED ON 51DE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; Z AND NOT PROJECTING MORE THAN 411," INTO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT PITCHED METAL j JOIST HANGER BY U 1 i '51MP5ON' OR EQUAL --- --- - --- --- -I - I- - - -- - I > I I �-- F-• 2 lye" MIN. SPACE BETWEEN L 0 CONNECTION 'BI' AS /WALL AND HANDRAIL PER PAGE 0-003 PROJECT: NEW R.R. TO G.J. 5/4" PINE RISER G.J. AS PER PLANS PINE TREAD g/4 STANDARDS FOR CRIPPABLE HAND RIL ROYALTON ROW - SCALE: NTS - LOT 2 DESIGN A = X O GROSS SECTION s MIN. < z HANDRAIL -- ------ - - - - -I" ROUNDED N051 NGLl CLEARANCE G I RGULAR NON-CIRCULAR Q w/Y4" RADIUS Q BEDROOM BATHROOM (NOT INCLUDED IN T COX NECK ROAD 4 TREAD DIMENSION) 4"-6y4€' MATTITUCK, NY 11952 M2N V4"-2"--, PERI- Y4x ,� METER CONNECTION 'CI' A5 z0 DRAWING TITLE: --------- _---_ PER PAGE 6-003 NEW STUD TO w BUILDING SECTIONS FLOOR ASSEMBLY F.J. AS PER PLANS lV N / 0 N 6 2 GAR GARAGE m - - (3) 2"x12" STRINGERS ® w/R-21 INSULATION, IF UNDERSIDE IS FACING PAGE: STORAGE/NON-HABITAL SPACE Ii � I M00% O STORE UNDER Y2" GYP. BD. w (WHEN AFPL I OtALBE) DATE: 4/21/21 11 OF 16 it I I J ' I TREATED 2"xl2" SILL FOR CONTACT W GONG. (IF APPLICABLE) 5 I I - - - -- - - - - - -- -- -- - -- - - ------ -- ------ --- - -- - - ... -. �- i BASEMENT < 0 7 OF CA SEOT I ON D /A-502 SCALE: 1/4" = 1'-0" INTERIOR WOOD STAIR DETAIL -302.0 SCALE: 5/4" = P-O" PROVIDE 3" (MIND GONG. COVER 0' NOTE` OF ALL REBAR WITHIN P. GONG. Q I. IF FINISH MASONRY USED (SUCH AS ' PROVIDE A FOUND. WALLS 4 P. GONG. FTGS. OD5TRPPING 4 NAILING BLUESTONE) - MASON TO ADJUST 4" P.GONG. SLAB 0 W/bxb 10/10 WWM AS PER CONNECTION 'D' IN LLJ HGHT OF LANDING A5 REOD TO I" UPON COMPACTED I "TYPICAL NAILIN5/TRAPPING W ACCOUNT FOR FINISH MASONRY (Np) PROVIDE CAVITIES SHEAR, 4 LATERAL RESISTANCE" FILL I REQUIREMENTS FOR UPLIFT, -J 2. ALL HORZ.SURFACES SHALL BE PITCHED PER ENERGY TABLE ® 1:48 AWAY FROM BUILDING GRADE ON PAGE G-003 ® EA. STUD. REBAR BENT TO _ (WHEN APPLICABLE) i Q 3. FOR SLABS ABUTTING FRAMING, INSTALL SLAB AS SHOWN - COPPER FLA5HINO FROM 12" ABOVE AND i CENT TO SLAB, BED ALL FLASHING FLOOTED ON PLAN b UOR SYSTEM AS PON SILL SEAL UPON COPPER IN ASPHALTIC MASTIC y O ADJACENT TERMITE SHIELD / (I) #4 REBAR ® EA. L. ,5 �' /'Ii NEW 5/8"cA HOOKED ANCHOR STEP;3" GVR ® ENDS �-P%y • WASHER 4 ENDNUTw/3" SQUARE a z O 10F- MIN. �// COMPACTED z z LANDING FILL `r X • i/i O I I" �' m Q #4 REBAR ® 10" z_ O !i W 4" P.GONG.SLAB w/ 2"x4" T' /ii . O.G. (MIN. 3) I GRADE J 6"xb"-10/10 W.W.M. / / UPON COMPACTED FILL KPYwAY O a i. �� co 4"DRAIN CONNECTED ,//i/ m I I Z ,d• C) f �' > CD TO EXIST.MAIN LINE ,//i! �'' PERMAGA5T COLUMNS AS PER PLAN c 4- O w/ "SIMPSON" PG64 (FOR 3 PLY BM) NOTE: I I J OR "SIMPSON" BC52-2/4 (FOR 2 PLY I g" _____._.__.__ _ `- =---_- T--------,_a -/11 ALL P. GONG. BM) POST GAPS "h I j z wilt_ .. I �. Q SHALL BE #4 REBAR GOVT. ® 10' O.G. (MIN. 3) 4,000 P5I (MIN) I� _ wT. LL J ' (U #4 REBAR CONT. I LLJ (D REBAR ®E24" ORG. �M. LA Ix T-1 1�- = Ln #5 BENT REBAR ® 12" O.G. O J O 8" THK. P. GONG. WALL .�I "SIMPSON" k •.1f'," 3 .I -_l... i _...____ LLJ I (I) #4 REBAR CONT. I� � €€ POST BASE PER ,41 . 1 1 ";•-'d POST SIZE c JJ II = lie8 (4) 3/8" H.D.G. LAG Nil I _....__.. O ,.. _...__ P. GONG. FOOTING A5 \ BOLTS (PREDRILLED) FINISHED STONEU PER DETAIL 10/A-401 __.__ -' __._ _...._~.__... 4" GONG. SLAB II I I W I � � P. GONG. FOUND. WALL f _ 3F-LCN C R��I�F- MA!50 �R`I' STAIR DETA I L � (MIN. 4,000 P51) 3/4 1'-0?-401.00 SCALE: . PL.5/e5 �— I I a' 1 _ o ._. ;•�� :� T; 411 3/8" THK. H.D. GRADE BACKFILL GALV. PL. OMPAGTED #4 HOR. CONT. REBAR ® I .- .•_____ ; _. c` a AI1 1 . TOP,MIDDLE THIRDS, 4 1' 4€i EVERY b" BOTTOM OF WALL (4 TOTAL) jf w - --- EXTEND FOUND. WALL 4 FTG. AT I I 1 m~- IIR I I COL. PER FOUND. PLAN;PROVIDE P. GONG. CONT. FTG. II � -~-~~~---- FOR ~---FOR CONNECTION OF STL. COL. TO (2) 1-3/4 WIDE z ADDITIONAL (2) #5 VERT REBAR (MIN. 4,000 P51) . II ,_ LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER IN GONG. WALL BENEATH COLUMN �.�I (3) #5 HOR. CONT. REBAR II 4" P. GONG. SLAB I ` P. GONG. FOUND. WALL 4 FTG AS (4) 3/8 H.D.G. LAO PER DETAIL 10/A-401 i -~----- 6 MIL POLY1- ' MOISTURE RETARDER f �:• <, • - _I l ! BOLTS (PREDRILLED) III I 4" G+P-AVEL BA5Ei I tt1 J�� PROV. GLEAN 3.. ___..._...__._ I 3 ..__._...__._ FLOOR SYSTEM AS = COVERED P O RG I I D Tl�I L _._...._ , i _._.......__....___.... i I E..~_._...... __._ COMPACT FILL NOTED ON PLAN �_�� i I � � t i - / ,4-401.00 _ i I NEW STL. GAP PL. A OR FLOOR WOOD BEAM If I - SCALE: 3/4 - 1'-0" `B' WELDED TO COL.;SEE A5 NOTED ON PLAN GAP PL. DETAILS HOT DIP GALV. STL. COL. NEW 3-1/2" O.D. 50H 40 \ NEW BASE PLATE; 'A' WELDED TO COL.;SEE (ASTM AI23) A5 PER _-- 8FOUNDATION l�l>�L L D T, I L I ! BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING ', STEEL (OR EQUAL) 3/8" THK. PL. I n A-401.00 SCALE: 3/4" = I'-0" �q 3/8 THK. H.D. PROVIDE GOLD JOINT NEW . LP. I'2 ii GALV. PL. AT GONG. SEAMS (TYP.) GONG. SLAB G?�P PLATE 'B' I FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE #5 REBAR (TYP.) 2'-O" LAP PROVIDE 3" (MIN.) GONG. COVER (TYP,) LVL LUMBER OR (3) 2 WIDE OR (4) 2"x WIDE OF ALL REBAR WITHIN P. GONG. N "- )_I FOUND. WALLS 4 P. GONG. FTC's. PROVIDE STRAPPING 4 NAILING Z ,._ .` o � •_: ,� DIMENSIONAL LUMBER OR 5.2E WIDE PSL ;�_ ,:'i`�'..,.w• ____ _________ AS PER CONNECTION 'D' IN - ii TYPICAL NAILING/STRAPPING 4" GRAVEL BASE J 1 ' )/4 I I I REOUIREMENT5 FOR UPLIFT, U I REBAR UPON (3 #5 - - - - -- P G G-00 ® 5 D RESISTANCE" ---- ON ----- --- -- - - - --- -- -- !! _ ) (4) 3/8 H.D.G. LAG ———_——_— _ I I - I ------- SHEAR, 4 LATERAL EA. 57D, I .. ..._.._...._._......... HOR. REBAR (6 TOTAL) — €€ BOLTS (PREDRILLED) I I E, - - ----� --� - - - - NEW 24"x24"xl2" ( i + I m L w' �o I W DEEP P. GONG. PAD NEW (2) 2x6 P.T. SILL PLATES - -- FTG. (MIN. 4,000 PSI) --••••~.••••.~.•.::.: COMPACTED FILL 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER I � I I I I i- \\ I------- w I—--) TERMITE SHIELD I ----- -- I 6"xb"-10x10 W.W.M. BETWEEN I I II 11 / \ I SECURED 4 UPPER � Or- LAB 57EEL COL. 2�• x2�{- x 12 OOTI1�C IS T I L /� I I S RED IN PLACE DURING POUR NEW 5/8"4) HOOKED ANCHOR \ 4-> I I I b MIL POLY BOLTS ® 3q" O.G. w/ 3" SQUARE PROJECT: 1 = ° I I #5 BENT MOISTURE RETARDER WASHER 4 ENDNUT A-401.00 SCALE: 3/4" - 1'-0" `I I REBAR ITYPJ z OYA LTO N W ,\ 1'I�G, t-� GRADE DESIGN A 3/8" THK. PL. #4 HOOKED VERT. REBAR ® 48" O.G. _.___..__. G 11 I _. ._._ -XI ol - I I I 3/a" THK. H.D. I #4 HOR. CONT. REBAR a TOP 4 ___ COX NECK ROAD GALV. PL. BOTTOM OF WALL (2 TOTAL) I FLOOR SYSTEM AS GAAP PLATE 'G' _,~, � I .•,- , � � �1 � MATTITUCK NY 11952 NOTED ON PLAN I { P. GONG. FOUND. WALL f f -_.- (MIN. 4,000 P51) FOR CONNECTION OF STL. COL. TO (4) 1-3/4" T' CONNECTION FLOOR WOOD BEAM - . . ._._._._..__.. NEN STL. GAP PL. 'A' WIDE LVL LUMBER WELDED TO COL.;SEE A5 NOTED ON PLAN -`" - (MIN. 4,000 P51) - 1 I i DRAWING TITLE: P. GONG. CONT. FTG. I 1 --7 _ - ---------------- -- NEW DIP O.D. 5GH 40 2'-0" LAP I (3) #5 HOR. CONT. REBAR � � € -- ? DESIGN DETAILS GAP PL. DETAILS HOT DIP GALV. STL. COL. NEW BASE PLATE 'A' (ASTM AI23) AS PER I (TYP.J i J ._.......... _.......... WELDED TO COL.;SEE FOUND. PLAN BY SIMS BASE PL. DETAILS FOR STEEL (OR EOUALJ 41 • • + 1 F g BOLTING ---------- NEW 4" P. I I y � PROV. GLEAN AT CONIDE COLD JOINT G. SEAMS (TYP J GONG. SLAB = €€ ��€i - I . I I _.._.__......__COMPACT FILL 2'-O" ____•. 1� i € - _...___._.___._._.._.._ 1 11 • ----------- AGE ! I 1 I i Y41I I I IJM A1011 0 \: DIP GALV. STL. COL. I 3-I/2 O.D. 5GH. 40 HOT � I I � FOUNDATION l�l>$LL 17ET,�I L. 4" GRAVEL BASE -- I - ~-~~,/ #5 REBAR (TYP.) D- ~ (ASTM AI23) AS PER --- 11 r---------------- _ - PLAN WELDED TO PL. a '� 1 COMPACTED FILL - I I 0 = DATE: 4/21/21 12 OF 16 i/(6) #5 HOR. REBAR �� 8"x8"x3/8" THK. REBAR(TBYPPJ I I SCALE: 3/4" I'-O" NEN 42'x42 x18' _.~....~ _.._ 1 ,�,__.___. i I: STL. BAUPON (90 #5 HOR. SE PL. iv DEEP P. GONG. PAD t, - 3, REBAR (12 TOTAL) _.... I _.._....... _ I I _. FTG. (MIN. 4,000 PSI) � 1 •-�-~-~--~'-~ /(4) I/2" HOOKED ANCHOR I °` BOLTS EMBEDDED INTOSETUP OVERSIZED I I f r" j°�� FOOTING MIN 4" i - WASHER AND END NT SE PROVIDE 3" (MIN) GONG. COVER �? OF ALL REBAR WITHIN P. GONG. l ' FOUND. WALLS 4 P.GONG. FTC's. 3�SE PLATE 'Al CORNER GONNEGTI ON >° ` -,•- :� c,� Tl .� •��- J-1 Or STEEL COL. 42 "x42 "x 18" FOCTINO 17ETA I L STEEL COL. CAP 4 BASE PLATE DE7A I LS A-401.00 SCALE: 3/4" = 1'-0" A-401.00 SCALE: 3" = I'-O" RE5AR 0\/FRLAP DETA I L ?A-401.00 SCALE: 3/4" = 1'-0" SEI ` ERAL I' EX15TINO TO BE DENIOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.O. STL. WHEN APPL I CABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.0. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATE.? F] MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H POST FOR b" WALLS), U.O.N. , NEW 2-HR FIRE RATED a WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) Z O ` Z STRUCTURAL PLAN NOTEScr Q OSINGLE SPAN 5TRUGTURAL ML°MBER: W STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J J 00 ABOVE INDICATED POSTS. OPEN-WEB JOIST REINFORCEMENT: Z O2 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT TA g;"EACH JOIST, " THK. x II-1/8, O " HIGH x 24" LONG. CENTERED J e) ABOVE EXTERIOR ALL, FIXED ON BOTH SIDES OF J015T IN z W VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL Q Z T'I PREMIUM" CLUE (OR EQUAL.) Q 3" NAILS 0 5" O.G.;SEE ALSO N JOIST MANU. SPECIFICATIONS. (V LL �Ll j C9 OPEN-WEB JOIST REINFORCEMENT: O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT m P- � LO EACH JOIST, A" THK. x II-T/b" H16SH x 24" LONG, CENTERED O' C) BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH � � O 51DES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 4 3" NAILS ® 5" LLI O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL W REI1gFORCED F.J. BELOW: AS INDICATED BY HATGHIN6 TYP. STL. COL.: O 3-1/2" O.D. SGH 40 HOT DIP GALV. STL. COL. (ASTM A123) _ J BY SIMS STEEL (OR EQUAL) ZJ O - -- Q b JOIST HANGERS (WOOD FLUSHNPSET BEAM): � PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH - F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS m = s ^k O ANISERS PROVIDE 5IMP50N(HOOD b/IFI FACIE MOUNT BEAM): ®EACH F.J. N _iPECIFICATIONS .O.N) PER MANUFACTURER POST - �- - -- - -- -- c STACKED (2) 2"xb" HDR (3) 2'1 HDR (2) 2"x5" HDR (2) 2"xb" HDR " - BENEATH (5) :2"x&"_\ P05T ABOVE VdJ 111 m HEADER P05T FRAMING NOTE: y a v POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW -.OIL IL z0 STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS y NOTED OTHERWISE B°IB 8 S�M#I ( (2) 2"xb" POST 2) 2"xb" HDR - --- - STACKED O (RAISED HDR HEIGHT) BENEATH (2) 2'xbIL ' P05T ABOVE wM - II I 0 z0 2"xb° DINING ROOM -- - -- a_ BEDROOM ;.,::.. . . !� Q� 131.6 S.F. (2) I.(RAISED HDR HEI6HTL HDR � ® E3284.�S.F.#I (TO FLUSH _ w- HDR 5 ) 10 3 3 I Q .�-i - - -- - I - - - r - - - - - - - Id) I (3) 2"x4" POST O I �IL }p cV 2"xb" G.J. 5TAGKED ® Ib" O.G. BENEATH (2) 2"x6" POST ABOVE H lui�n[A w m O O Q w m (3) 2"x4" POSTS u�_u�.. N Q v IY SV =x OCV STACKED O , O n O ' 0 DOUBLE F.J. BENEATH I I T BENEATH (3) 2"x4" tL Z, Q tL z= i O w ALL POSTS TO ttuu.fl _ dJ (3) 1.75"x9.5" G.P. 2.OE LVL U POSTS ABOVE 2 � p �n t j� � p- � WINDOW/DOOR HDRS IN ''� I x � I, FLUSH BM. (FLUSH w/ F.J) - 1 BEARING WALLS ABOVE J 51MP50N G.P. 2.OE LVL = O in w = O J HHU55.50/10 � � FLUSH BM. (3) 2"xb" POST HANGER w m N ? TO FLUSH BM. GREAT ROOM V 2 GAR 444.4 S.F. O ' O 1 0'. l3) 2"x4" Posr w w= WALK-IN CL. 5 OARAOE - -- - -- I 5 N m Q STACKED �- 51.2 S.F. _ _ _ _ 5x1.0 S.F. _ z > E605.31-5D53 6 BENEAPOST2ABOVE - WI2x45 A36 STEEL PROPPED 5M. WI2x45 A36 STEEL DROPPED BM. w � � I i0 O I HANGER (2) :2 2) 2"xb" O I — - -I 1\ 0 N - 3) 1.75 x18 G.P. 2.0E LVL BM. (TYP. U.N.O. - - _ --.-- - - -Y -- - KITCHEN 0 O L _ _ — DOOR HDR --- - --_------ - N R� - -- IN Q UPSET INTO BEDROOM WALL ABOVE w 252.5 S.F. ry lu I 7 (4) 2"x4„ 3 w w O 3 -- -- ,--- --- -- ---- - - � Q T POST=XSTACKED-/O UJI2 5TAGKED ► v OIO r z O > BENEATH (4) O p tvOL ... - w O 2"x4" P05T tL W= DOUBLE F.J. BENEATH ALL U [t�A IL z ' ' ABOVE tryv Q.`4 POSTS TO WINDOW/DOOR HDRS I1 t- S V x p N 0 -302 F O® IN BEARING WALLS ABOVE O w 0710 cv POST TO �' _ V z w= N - wm RIDGE u,l� �m? r �_ m row ZIm o® PROJECT: OPEN I IX D/W p ABOVE P05T TO r m►� = -) IS r J o FLUSH BM. p } R OYA LTO N R O W lil I "\I>tu ��IL - - - " 'm � LOT 2. DESIGN A (3) 2"x4" P05T 5IMP50N - 5 TO FLUSH 5M. HHU5410 I (2) 2"x 10" HDR (2) :2"x5"HDR (2) 2"xb" HDR HANGER --- - - - --- - -- - L - (2) 2�xb til Ip - - (2) 1.'15"xll.b-i5" O.P. 2.0E LVL FLUSH BM. �' ` REF.I Qr v (3) 2'x4' POST TO COX NECK ROAD O z' 0 P05T TO HALLWAY �O � I FLUSH BM. _ MATTITUCK Lu- FLUSH 5M. 1y 6 6 w m I w mu�. NY 11952 - � O® d HDR T 00 - I O �O O �O Og n f z_ (2) 2"x10" HDR �� I 0 z� !w�y w= w w.o m (a N F O® p = - - - o® I I d DRAWING TITLE: r IL o - a -. w- w PARLOR PROPOSED STRUCTURAL PLAN 142.5 S.F. , m? i ow x PANTRY r OIL POWDER ROOM v p 34.7 S.F. 42.0 S.F. I n MUDROOM m _x ® (3) 2"xb" HDR Q (3) 2"xb" POST 5TAGKED TRIFORGE (2) 2 xb" HDR (2) 2"xb"HDR BENEATH P05T TO (2) 2"xb" HDR (2) 2"xb" HDR I OJ314 OPEN-WEB PAGE: UPSET BM. ABOVE - - F.J. ® Ib" O.G. -A 0 IL 01% A09%, in� 2 jn 2 FJ �J r wm x02 x�Q2 �D r I U,60 r � a:u- - - "o DATE: 4/21/21 13 OF 16 �� o _ 12 L"i5"x-1.25" _ r � � i CURVED LVL IBM. (3) 2"xb" POSTS BENEATH CANTILEVERED FLUSH BEAM5 LCl Q �� 03—r413J . FROFOSED FIRST FLOOR STRUCTURAL. FLAN t�A SCALE: 1/4" = 1'-0'" 0ENERAL ERAL 5 I 1llllll�`E30L < I : (L _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. uj W uj EXISTING TO REMAINWHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) � ,� I � O NEW I-HR FIRE RATED ❑ MIN. (2) 2IIx4II STRUCTURAL J WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.G. 5TL. r d WHEN APPL I GABLE) >" . Z O = .I H Z STRUCTURAL PLAN NOTES Q SINGLE SPAN STRUCTURAL MEMBER: W O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS —I ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J 00 ABOVE INDICATED POSTS. > CD OPEN-WEB J015T REINFORCEMENT: O O PROVIDE 0513 20 O.G. (SPAN RF%TING) REINFORCEMENT AT Z EACH Jo15T, �" THK. x II-"1/5' H115H x 24" LONG, CENTERED m U Q � O ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOI5T IN VERTICAL POSITION TO TOP b BOTTOM CHORD w/ "PL Q Z PREMIUM" GLUE (OR EQUAL.) B 5" NAILS ® 5" O.G.;SEE ALSOQ JOI5T MANU. SPECIFICATIONS. LL_ W (D OPEN-WEB JOIST REINFORCEMENT: O3 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT f� = Ln EACH JOIST, THK. x 11-1/5 H10H x 24" LONG. CENTERED J O BENEATH LOAD BEARING WALL ,ABOVE, FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP k BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 5" NAILS ® 5" W O.G.;SEE AL50 J015T MANU. 5PE:CIFICATIONS. OLOAD BEARING WALL w/ REINFORCED F.J. BELOW: AS INDICATED BY HATCHING d<1 WTYP. 5TL. COL.: O 5-1/2" O.D. SGH 40 HOT DIP GAL_V. STL. COL. (ASTM AI25) BALCONY (2) 2"x5" HDR H - _ - _ - _ _(2 2"xf0" G.J. _ .� J BY SIMS STEEL (OR EQUAL) 2'x10' G.J. ® f6" O.G. BENEATH EXT. WALL __ __ ry V F. ,J O i JOIST HANGERS (WOOD FLUSH/UPSET BEAM)- I HANGERS ® FLUSH BM.,` O w/ 51MP50N LU525 m PROVIDE 5IMP50N MIU2.56/11 FACE MOUNT HANGER ® EACH I 1 I P.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS h J015T HANGERS (WOOD FLUiH/UPSET BEAM): (5) 2"x10" HDR RAISED TO T-_ I (EA M..,;,,.., rr...,....,.....,r,.„.,.,», _,,.._„..............._.,,.,,.,,,,..............,..,..,_„ „ ,,,,,, IGH F _ �Q POST TO F P ATE H T 5P N zP N MIU3 6 II FACE MOUNT HANGER � GH _,,,,,,,,,,,,,,,_,.,_ROVIDE SIMP50 .5 / - RAISED HDR OGANTILEV'ER TO INDICATED PF.J. .O.N. PER MANUFACTURER SPEGIFIGATIONS �<�::::�:-- ___,______:=�:.��a:,=:=:�::::<::<::-_-<: _-x:;':- �: :.:::::::: I ` �� BATHROOM 2126.5 S.F.„,_,__„_....,_,,,.... ., ._..................HEADER POST FRAMING NO E: ;;:�::mm:_,,..,..,,,,__,_,,,,,,,,;;,;;;,---;-,,,,,,.,v.,,,_,,. ..:�:__ �:::,:,:::-:::::::::::::,,, ,,,,,,,,:.:::,:::_,::,_<,,.,,,,..,::,:m:::::,= 211x10” G.J.POSTS FOR DDOR AND WINDOW HEADERS SHALL FOLLOWSTANDARD FRAMING GRAPHIC ON PAGE G 003 UNLESS _,_.... ........................... _.._.,,.,_,,,,...,....., _.,,,.,,,.,.,...,,,.,,,,,_,,,_,..__,....,,,,,,,_..,..._......,. _,..,.. .._. 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N ANGER — j - U55 50 10 ry� F i POST TO II _ .,,.,,_.. _ .... ,,_,a,,............ ......_._.,.... ,.,,,, ,_. ,,..,,.,,.,..,..,.._.,.,,.__ UPSET BM. _ � I ( x _...,,_.,......k.. . . ,,,.,,,,., M I I 3 L75"x11.25 6.P. 2.0E LVL UPSET B _ I ,_..... „_,,,,. ,.,,,_„,_.. „ .,,,,,,,,,,,,,,,,,_,_.,,_,...,___„_. Z u..x:Wr... a . ,.......u.....a.�.,:,,. .�-» .,r.r.. ..._.....,_..::::.u. .......,�,»...... _», ..A._....,.,�.»_:..a......,.,.: __,.....r,.,.,,.:. b„ .,,,..,. ...x. . „ .,. .n.. _. >,,.......». ,�.....W......,,_,,., - ...........,x.� r,._. au.............�......... BENEATH P05T TO RIDGE w r j ry O 211x511 � 2 211x811 , TO PLUSH BM. T � 211x ry ' I I �L HDR 'DOOR HDR 2 5” DOOR R HDR I _ TY u P NO. TYP UNO. _„ uj T TO I � � (4)( i II j i ATTIC Z 2"x4" I UP5 BM (2) 2 xb POS 1 POST TO i ET HATCH I I I O I I U _,,,_.,_ 302 i 11 ,,,,,,, ,,,,,,,,,,,,, , 2 xl0" G.J. j€ € 11 I w I NN V E E 1 1 I, Ip M #3 l I BATHROOM Q I x 100.0 S.F. LAUNDRY/ w: - € 'I uj:< OPEN TO ry - _- -- 46� S.F. (2} 2"xb" POST N� >E ;!, ,;; BENEATH POST ? U BELOW �N 3 2"x4” POST I Q O I I -;;,;,,;,,;,,,,,,,, .. BEN O __ ,,_,,,,,,,,,,,,,,,,, :_,,:::.:: BEN — - ... � I I ,,,,, ,,,,,,,,,,,,,,,,,,.,,. BENEATH POST U ; TO RIDGE E i _.....,..,___.._,.,,,,..,__._...__,._ .. ........., _..,. TO RIDGE _ I _ _ ^ — - 1 ti .__.,.,_.._.,.,.,,.___•.___......................... ... ' I€ E'`t EE €, Q W —J �® III = I . ___,.__...................................._.........._.__..,____....,..._..,,.,,,........._....._....._._.....,.._.,_._,.,..,_...._.._.,_........._._.._,...._..... ! §i ii V1 �I n eI i IL 2 2"x5" HDR ( ) 2 2"x5" HDR V ) O .^w VI W ..,, _ ......................... ........ _............... __- :< (2) 2"xb" ! 77 _.,..<»:.»».:,,_.: ,.,_:.:..»,__ ,,.,..,. .,...,>»,».,._ _x:»_:::.:»»�,,, .s: I .: €,;. BROYALTON ROW EDROOM 8 S.F. POST TO E ttt i ' r : d'sii 3 VD t:,;, .. VALLEY 3 :i E Vi `€ 3 fa t f ty� Ef ! E 2 , E € €' ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„.,.,,,,.,....,„.,...,..,,,.................. •E i : E t e: LOT 2 DESIGN A Zi PROVIDE NAI INC 8 _ xxl ..w..r,.H.....:>..w>.. ......_,,.,.....>..w.�..��,.w .ew.........,...«re....rr...rw......m..�..................�....w-wr •: 3. ��e e :: x;:i € — �1 �€ 1 e ....................__,,,,,._,,._...,__...,._._,___�._�._...__... =i .__................................ ...................................................................._..,... ....................._ a :. :,i :: Fi,.1 3!� E.I� E�`'v E F` ry II' ___--__-_-._.- _ ............,,,_,,,_„__,,,_. _W.. _,,......,,,_ I < a; 6-003 FROM UPSET 13M. I I s i _ ,_ __.. . , ;�j' �? �' O TO GJ B R.R. ABOVE I,'E � �� !'it x z FAMILY ROOM �; f f EI COX NECK ROAD 2"x10" G.J. IAV- 2005 S.F. S 1 N Q 1 16 O.G. 1 1 ; MATTITUCK, NY 11952 3 (3) 2"x5" HDR I; 3 I.-15"x11.25" G.P. 2.OE LVL UPSET BM. BENEATH POSTS TO RIDGES ( I I DRAWING TITLE: (3} 2"X6" G 4€ 3 1 (3) 211x611 i (( POST TO POST TO i UPSET BM. °m � PROPOSED STRUCTURAL PLAN UPSET BM. �(I# I (2) 2"x5" HDR I i 2"x10" G.J. ti ( I I I I , is 'ix i ® 16” O.G. j• 'i I°: t 1'E = IIi i vl €' fi € E Q ' x 1 N (5) 2"x5" HDR BETWEEN POSTS (POSTS LOCATED ABOVE ! �E,1 PAGE: _ FLUSH BEAMS 13ELOl�) 011 U IF 11 U Uk 1 E� Q ! 1 (2) 2"xb" TO EXTENDED HDR DATE: 4/21/21 14 OF 16 Y LK •'^°n1Wr. RJ CJ PROPOSED SECOND FLOOR STfi�'UGTURAL FLAN 50ALE: 1/4” = 1'-0” 0E I ` ERAL S I �50L I<E I _ a NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED LLLI WOOD FRAME (L.6. STL. EXISTING TO REMAIN WHEN APPLICABLE) J ' NEW FOUNDATION WALL a NEW WOOD FRAME; (L.G. STL. WHEN APPLICABLE NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.6. STL. POST FOR 4" WALLS WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR b" WALL5), U.D.N. NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.G. STL. WHEN APPLICABLE'.) Z O H Z STRUCTURAL PLAN NOTES a O O51NOLE SPAN STRUCTURAL MEMBER: _ NLu STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS -j ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY m J m < J 00 ,ABOVE INDICATED POSTS. < OPEN-WEB JOIST REINFORCEMENT: Z O FROFOSF-r�) ROOF STRUC.-JURAL PLAN 0 O2CD PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JO15T, �" THK. x II-"f/8" HIGH x 24" LONG. CENTERED J 0 ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN Y O i VERTICAL POSITION TO TOP 6 BOTTOM CHORD H/ "PL a Z � PREMIUM" GLUE (OR EQUAL.) 3 3" NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. LL Lu (o OPEN-WEB JOI5T REINFORCEMENT: O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST, � THK. x II-Wb HIGH x 24" LONG, CENTERED BENEATH LOAD BEARING WALL_ ABOVE, FIXED ON BOTH o J O SIDES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD H/ "PL PREMIUM" GLUE (OR EQUAL) b 3" NAILS ® 5" LJJ O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. O LOAD BEARING WALL H/ REINFORCED F.J. BELOW: - 2"x8" R.R. ~ AS INDICATED BY HATCHING TYP. STL. COL.: O F- O 3-1/2" O.D. 50H 40 HOT DIP GALV. STL. COL. (ASTM AI23) m _ J BY5IMSSTEEL (OR EOUAL) �� - - - - - - - - - - - - - -i 4"x3" ALUM. � t• OJ0I5T HANGERS (WOOD FLUSH/UP5ET BEAM): DOWNSPOUT DOWN PROVIDE SIMPSON MIU2.56/11 FACE MOUNT HANGER ® EACH ® I6" O.G. ' r F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS ® GRADE (NPJ OJOIST HANGERS (WOOD FLUSH/UPSET BEAM): tu PROVIDE SIMP50N MIU3.56/II FACE MOUNT HANGER® EACH O ' — — — — — — F.J. 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BELOW 14:12 PITCH - - - I DRAWING TITLE:._ FRAMING FROM I I cV (3) 2"x4" I I 2"xb" R.R. HDR BELOW TO I POSTS TO ® 16" O.c. PROPOSED STRUCTURAL PLAN EXTEND TO R.R. RIDGES I (BELOW) N 2'x8" R.R. 2'x8 R.R. I p ® 16" O.G. p-1z — _ t] Q I Q 2"x8" R.R. � � 2"x8" R.R. ❑ — — — — I ❑ >< ® I6" O.G. iv O ® I6" O.G. d Q ai �� x x w W <W m m PAGE: x m N N -- m F 1 F-1 _ (2� I.i5"x"1.25" ❑ F 1 F 1 ❑, < LJ LJ CURVED LVL BM. (2) 2"x6" R.R. POSTS TO ® 16" O.G. RIDGES DATE: 4/21/21 15 OF 16 ( e fir 17.1 SCALE: I/4" = I'-O" ' Q W W y J Q ' O ' J - _J H OF CL Z F- Z Q � W J J 00 Z O � O Z >: 4 Q Z r-I � wc0 Lo w TA � � O W w F' U _ J 4" FRE514 AIR VENT J I L THROUGH ROOF U V v Q : FLOOR i - - - - BATHROOM#2 BATHROOM#3 LAUNDRY I' ----- - - 1 - BATHROOM#2 I -- BATHROOM#3 LAUNDRY NOTE: ALL PLUMBING WORK NOTE: -T- I 1 I I I --� a0 SHALL CONFORM TO LAUNDRY I ALL PLUMBING b I 1LOCAL PLUMBING GORE I � FUEL GAS WORK rSHALL FORM 2 2'I1 2f LL ! TO LOCAL I I 2 4 I , I I 1 I I I' I I I I 1 PROVIDE "ABE5G0 FF200 FR 0 � 1 l I I I I i t Q Q PLUMBING GORE d O T - T T I i FUEL GAS I CT I C E 1 1 2" 1 2" I B I I B 2'� I EXPANDING FOAM" (OR EQUAL) v v I I p4 I I q4 I EGEND O O I I I ►� W.G. vl I I � x 1 3: 13 3 3 Wim. i I- I AT ALL PENETRATIONS IN FIRE m V I vl I U I O I vl I �i 1 WG• m --_--� O III PIPING PENETRATIONS: V i I I I N T r �I IU w (- I- I 1 �- WASHER _1 - HOT WATER N W RATED WALLS AND NI NI I ry (v FLOORS/CEILINGS. PRODUCT 1N �. IN NI 1N n� I\1 SHOWER �� IN �� ISN �N cvl 1� SUPPLY 1 TUB FR I5HOWER I', I ASTM E 84, AND UL 14 T9 l� --- ---\ --�8\L ---------- +---- -- B------------meq GOLD WATER ------ --- -- 1 ry- --- - - -- - I. PROVIDE ABOAM" FP200 AL I � � I-� I I 12 WASHER I GCNFORMS TO ASTM E 814, I I I � I I DRYER � _ I TUB I- I- I i- I- I- I-_II- I _-_--__-- EXPANDING FOAM" (OR EQUAL) - l_ - IAT WALL5 G.O. 2 2 I 2 3 G.O. i SUPPLY - - --- - - --- ! - - -- AND F G�GO/CONFORMS TO ASTM E - - BATHROOM#I POWDER ROOM KITCHEN BATHROOM#I I PROVIDE "ABESGO FP200 FR 2 &14PRODUCT A5TM E 84, AND UL 14-T9 POWDER ROOM KITCHEN NOTE: I EXPANDING FOAM" (OR EQUAL) 1 ' 1 AT ALL PENETRATIONS IN FIRE ALL PLUMBING WORK 1 I 2" SHALL CONFORM TO RATED WALL5 AND LOCAL PLUMBING GORE p FLOORS/CEILINGS. PRODUCT (X KITCHEN GREAT ROOM O -- - CONFORMS TO A5TM E 814, 12 2111 I 2 I 1 IL q4 Q4 Q4 I ASTM E 84, AND UL 1479 I GLEAN OUT I p� 1 I 1 I I I L ! N 3 I AS REa'D ! � B 2°I 1 I .B I .B 12" � 1 � I I 5 � I I I I N I 6A5 Z 5 I I E I V I v I I FIREPLACE w ! Ul I I I I 'I 0.r I 31 = f LL I vl W.G. - v I - W.G. - vl I� vl 13 �1 I VENT WG. I PROVIDE F.A.I. 1= I 'I; RANGE W I- I- 1415HOWER n j Iw N I\ REGULATOR -o- - - - 1-- - I- I Dw I -------- I I"- I - t _ ._ _.._ �- - _--. ,�.._ �-.._.._ �- -- —� --- G.O. I ---- - --- - -- - MEGH. I r - 1 GAS SUPPLY 0.0. Lu 4.. ROOM I a ! 4" HOUSE I TO STREET 1 MAIN DRAIN G.O. I I rWATER MAIN TO GAS + i? MEGH. MAIN PROJECT: ROOM II 4 TO 5EPTIG ? m SYSTEM ►u ROYALTON ROW 1ST LOT 2 DESIGN A I FLOOR i I i I FURN. ' i COX NECK ROAD FL.UME31 N i�� S�=fiz - DRAIN / NA57E / \/ENT FL.UME31 NO RISER - SUFFLY OAS RISER - SUFf=L_Y MATTITUCK, NY 11952 50ALE: NTS SCALE: NT5 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: : 11 M:Lojmoo DATE: 4/21/21 16 OF 16 Z� :. , 51 O � O rdP- li W W J SITE PLAN HATCH KEY: 9 Q PROPOSED BUILDING ADDITION O ® PROPOSED ACCESSORY STRUCTURE J ® PROPOSED 2ND STORY FAOE a (5-001 .01 PROJECT LOCATION &SCOPE z NEW 2 STOR'T" WD. FRAMED DWELL I NC V41 TH ATTACHED 5 ARA E SITE PLAN & ZONING DATA = AND FATIOS. z -O Q E R T ,,, 1 \R,3 3 g�, J ENERGY TABLE J 00 AL DESIGN CHARTS STRUCTURAL Z M Em TAX MAP # 1000-IIs-o7-Ia.31 -QQJ.®0 HOEDOWN, ANCHOR BOLT, z }, 1 STRAPPING, & NAILING DETAILS Q Z T4 ZONING DISTRICT A-0 FASTENING SCHEDULE LL w CD LOT AREA 0.7 ACRES L IH o -QQ •Q® Lo FRAMING GRAPHICS o Q 6 WETLANDS DISTRICT N N/A O = BEAM CONNECTION PATTERNS 1 m �S�cK / DEG DISTRICT N N/A FIREBLOCKING DETAILS w - SUFFOLK COUNTY HD APPROVAL R-21 0611 5 I I=- a PROPOSED FOUNDATION PLAN HABITABLE SPACE PROPOSED 2 J l 1 1 STONE PATIO / U J 349 5F BASEMENT AREA O S.F. Q 1 ` / A- 102 .01 PROPOSED FIRST FLOOR PLAN �O�; .r FIRST FLOOR AREA 2,058 S.F. ¢" / t � 1 , SECOND FLOOR AREA 1,686 S.F. DRIVEWAY GARAGE 1 622 SF 2 STORY HOUSE / / TOTAL BEDROOM COUNT 4 - PROPOSED SEC k , �c OND FLOOR PLAN , 1 058 5F F00TPRIN / x, „ mm 1 _ _ SLOT A-201 .0 DESCRIPTION (FOOTPRINT) AREA COVERAGE PROPOSED EXTERIOR ELEVATIONS 1 50 AR RD gE - PATIO � TOTAL LOT AREA 31,153.0 S.F. 1 SACK - SF � , _ 1 \ , PROP05ED BUILDING 2,058.0 S.F. 6.6% 1 -2®2•® I PROPOSED EXTERIOR ELEVATIONS PROPOSE, AR GE 622.0 S.F. 2.0% " WALKWAY 1 / POSED STONE PATIO 4'16.0 S.F. 1.590 0 / TO AREA F A ST TURES 3156.0 S.F. 10.1% ~ a ° 1 / **MAXIMUM LOT COVERAGE ALLOWED - 2090 -�O I .O I BUILDING SECTIONS �` / 0 Q 0 z N ax` L 115.20 A-�jO2 Q 1 BUILDING SECTIONS 0 REGZUIRED PROPOSED COMPLIES DESIGN DETAILS a / FRONT YARD 40.0' 511.0' YES R01'ALTON i�0J�1 ��GFo �`� rym SIDE YARD 15.0' 45.1' YES "�• 1 • DESIGN DETAILS N � o R A'41�j�G IIDE YARDS 35.0' 110.4' YES w 0 0 REAR YARD 50.0' "10.3' YES 0 PROPOSED STRUCTURAL PLAN N SITE PLAN N a N SCALE: P-o" = 20'-0" �- I ®2 .®1 PROPOSED STRUCTURAL PLAN o PROJECT: SITE LAYOUT NOTES: I. THIS 15 AN ARGHITEGT'5 51TE PLAN 6 IS SUBJECT TO VERIFICATION BY A LICENSED �j- I Q j•Q 1 PROPOSED STRUCTURAL PLAN ROYALTO N ROW SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE LOT 2 DESIGN A ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED SEPT. 17, 2020 AND PREPARED BY: I O I .O I PLUMBING RISER DIAGRAMS COX NECK ROAD PETER A. GROBEN GAS RISER DIAGRAM MATTITUCK NY 11952 LAND SURVEYOR P.O. BOX •704 RIDGE, NY 11961 TELEPHONE: (631) 849-4750 DRAWING TITLE: \•\. �, 'Uzi•: kx �„ „max ��$. a, :? - <.• 5 E �n 77 <' _ ":i (iLz. Y. ,y ��$'F g, y to Va o c 0 & SCOPE "mea \ \\,:> • x, ,,�\,\ �<fFe ,iF�� ,\ .\\` � N �{•` SITE PLAN & ZONING\ \\ INC DATA ':",¢F�` ��\,\, a� fq §\ \,\ 0.•. „3a. 3P=ce =F, ,. \� \\ ,Po'` \V•. 5:.: `�� .d 2. jm,� ,t <\. .\:�\\�a.,. .3 .•moo, .{< 'Sg vF },� ,'':'_'.. p5t/ p_• •'•�`• ;,\L' A':i^S �' "R"E,.$"`�„` :tea: a :a. `5 A:%i:.B:. .'�33:F, PAGE: a£ K fi� Y \ EGT i�fi� OF'E T SU�J a,• , t \, .. \. \\ \\ \ \ \ \\ :i ' a -00loOl z ,.\. .\e , \ a.3:.. q=' *'s:• �' Baa\,. jpl�,l \\, \\ �x": Kms` 4':S„zss � \ \ \ ��a \\\, 'ill 3 1' £ IN `'� \ \x \ai PoC a ,x `',,x \a��w :€� €L:,,_ �.. .{ DATE: 04/29/22 Pwi \\ \,._ 1 OF 16 \' Z z _. \\\,\ `a\'.` .,\ ..;. Via.' \� a:fi ','ad` �., •'ci, `.3 r a Al or W- V,.� •:4 ._.. .u.1 %p<. >. <}` .`iq, <. , _ \vo„" '� i FqF .3 §' �? ,yrs. , 9 2022 zdv" ., a4 \tea.`. ,t,"z, ;3•`F R u ., <'„xa N f «y: .i ° `�� w • e ' a� o BUILDING DEF': Y•{' _n� e'iF ':.v:, i ` �:: •% t OF S01 B - - \ r qia „dF g� F 3 • p. a' '.•$;'W ::}$`:P S m` h:e .. /•� w:1" a w , > 3 . x { x rere, F... xr..'. F. ,{ y \\cw'�':.':.. •,3.\ >f'"a"_. '6T> .. 3 �$ I' r ''ss.Ryv y^ X F � ' YF i:• • iAl , 3. J. F�eT" aye s,XK. ref. t 3 Ht:. 4 man. f f i ii ww 1 �- ".zti. •yQ awe .:&' •'#? � =F . ,,l I. N r 4 3. ., ` ��:g \�, yq•. :. ,�. ,�.3.. - «.. Dai".^} '�dcex3a ...,,,._ -',e1b..:. ... ....,ao aF.. b • �`MaYe�oa�. :: , % ` „\ \. F tH- LOCAT I ON MAP 5CALE: NTS C ENERAL 5'* �50L <E� Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. BTL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 12'-Sy2" � . 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL P05T FOR 4" WALLS _I WOOD FRAME (L.G. 5T'L. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALL5), U.O.N. C� NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 57'L. U3 CL WHEN APPLICABLE) >- . lo O lo2 Z FOUNDATION PLAN NOTES Q a - - - - - - - - - - - - - - - - - - - - - W O TYPICAL P. GONG. FW FOOTING $ ALL GON5TRUGTION: O NEW MECH. ROOM: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 11 I. NEW FURNACE (RHEEM PRESTIAGE SERIES 4 J00 $ SILL SEAL TON)$ RHEEM &A5 WATER HEATER TO THIS I - - - - - - - - - - - - - - - - - - - - - Z O • ANCHOR BOLTS AS PER PAGE 6-003 LOCATION F o • P. GONG. FOUND. WALL AS PER DETAIL UPON - b" P. GONG. to e"I 2.INSTALL AS PER MANU. SPEC.'s O • P. GONG. FOOTING AS PER DETAIL 3.F.A.I. THROUGH WALL I I 1 I RISER WALL D > • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE 4'-II" 5'-3y:2 7.°• ( I 0 Z }- d' • B.O. FOOTING 3'-0" BELOW &RADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 5. MAINTAIN AL x30" CLEARANCE IN FRONT OF I _ MECHANICAL UNITS AS PER NYS MG 306.1 MASONRY N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING B - - 8 PATIO ABOVE I dJ W J • AIR ENTRAIN P. GONG. FOR PORCHE5 /PATIOS / CLEARANCES REQUIRED PER NY5 MG 804. - - - - - - - - - - 5Lu co STOOPS (WHEN APPLICABLE) -1. DISCONNECT, REROUTE, $ RECONNECT • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXI5TIN6 PIPING AS REQ'D y I I 2 p ti FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: Q - - - - - - - - - 25'3" - - - - A-4ol -I' - - I I gN e�iJO I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY "DUROCK" (OR EQUAL) I " ® HOLDOWN: 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (I) -1 0. > I BACKFILL IN 6"ACT ! b,�y2„ 6'-4y2" 0. W HOEDOWN B AS PER PAGE 6-003 LAYER OF 5/5" TYPE "X" GYP. BD. UL U305 (OMIT ON - - J 'tt I�a1 5 I LIFTS;PROVIDE _ L � Q 3 GONG. SLAB GONG. WALLS) ® _ I in I W/STONE FINISH �- - - - - N ® O I V ' HOEDOWN: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 0f 5PEC.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE 0\=p u 11-'1/b" 6.P. WI 60 W HOLDOWN D AS PER PACE 6-003 = J 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT ; I F.J. ® 16" O.G. I- f- V IT CONFORMS To NY5 MECH. AND FUEL &AS CODE Q TYP. 5TL. COL.: 5. COMB. AIR VOLUME AS PER MANU. SPEC.s - PROVIDE I O w O SEE NOTED DETAIL AS PER PLAN FRESH AIR INTAKE FROM EXTERIOR I N w 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL Ip �- - - - - - - - - I - - - - - - - - -� a EMERGENCY SHUT OFF SWITCH - - - - - - - - - - - '7. FOR 6A5 SERVICE, PROVIDE GAS SHUT OFF SWITCH 2B 24"x24"x12" DEEP P. GONG. PAD FOOTING 17 9 N 4 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER " ; :.. 65 j AS PER NOTED DETAIL (TYP) CLEARANCES AS PER CODE _ J 9. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING _ •• - - ' - - - - ' - - ' - - .• - - - �-- - - - - - '• - • --�1 � � 'Wiz..,,'•, 42"x42"x18" DEEP P. GONG. PAD FOGTIN6 SANITARY SYSTEM AS PER NY5 PLUMBING CODE 24'-io" - - 4B AS PER NOTED DETAIL (TYP) FREEZE PROOF HO5E BIB: 31I = 12 FASTENED w/MASONRY ANCHORS (PRF-015r: = -� I LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 4-O O5 24"x12" DEEP P. GONG. CONTINUOUS FOOTING I AS PER NOTED DETAIL (TYP) JOIST HANGERS (WOOD FLUSH/UPSET BEAM): I I � tt-► �►� I4 13 PROVIDE SIMP50N MIU2.56/11 FACE MOUNT HANGER ® EACH w L� L� Q F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS _ I z BASEMENT ® ® I iIN I I Q ® 4" THK. P. GONG. SLAB w/b xb -10/IC' W.W.M. O I I UNFINISHED 0 ro REINFORCEMENT AS PER DETAIL i I 4 UNHEATED O 6B O O3 I FLOOR DRAIN: I I 1,C101.0 S.F. I n o n o 6B 4 THK. UN-REINFORCED P. GONG. SLAB I`1 EXTERIOR 3" GUARDED FLOOR FLOOR DRAIN w/3" TRAP I I I I I I L 3P . GLIDING BASEMENT WINDOW NAVIEN WATER HEATER MODEL NPP-SERIES I I ( II-'1/811 6.P. WI 60 O PROVIDE (2) 1.-15"x11.515" O.P. ZOE LVL HDR,FLUSH w/F.-J.; 15 (OR EQUAL) I I I F.J. ® I6" O.G. ATTACH I-JOIST To HDR w/SIMPSON IU52.56/11 ba HANGERS 1 I in ry uQ! I L, l�L Z LOCATE COL. I ": ?.' ' ^ �:; O RHEEM 115,000 BTU GAS FURNACE - - I N w DIRECTLY 3 3 D 3 OFIRE RATED DOOR: I6 MODEL#W95TG1151524MSA (OR EQUAL) 9- O' 7'_7y2,! "i'-"iy2" BENEATH CORNER $w 3X6 0.'15 HR. SELF-CLOSING STEEL DR. in I- 25) 3 4 I COL. ABOVE 4 4 I m �/Zry ELEGTRIGAL METER: I 9 (3) 1.75"x9.5" ct - - ( _ 10 r It OSINGLE SPAN STRUCTURAL MEMBER: 1� .'15 x9.5 O.P. 2.0E -I 6.P. 2,0E LVL (3) 1."15'x9.5 O.P. 2.oE F- -I I- -1 F- 7 ::':' STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O REMOVE $ RESET EXIST. ELEC. METER AS PER I I LVL DROPPED BM. DROFPED BM._ _ I LVL DROPPED BM. _ 5" q,5" 6•P. 2.QE 3 I 11x9.5' 6.P. 2,Q 3 I "xg.5" 6•P• 2.Q I _ ACROSS MULTIPLE SPANS. PROVIDE 5PLICE5 DIRECTLY NY5 MECH. CODE, $ UTILITY CO. STANDARDS 5 u- ABOVE INDICATED P05T5. LVL DROPPED BM. LVL DROPPED BM. LVL DROPPED BM. I PROVIDE 4" p I � - J � L J L J L. J I i• z ELEGTRIGAL PANEL: GONG. SLAB v_ N O 16) RI 6" b'-3y2" b'-3y2" b'-3y2" 8'-3y2" ,�-3'-6"- CONDENSER O FOR A/G 04 10 BEAM POCKET (TYP.) la NEW ELECTRICAL PANEL LOCATION;ALL 14) Tr t O" Q INSTALLATION AS PER NY5 ELEGTRIGAL GORE O I I R-5O GAS METER:REMOVE $ RE5ET EXIST. 6A5 METPR REGULATOR/VENT I s1B Yn I ' Q AS PER NY5 MECH. GORE, FUEL OAS GORE, $ UTILITY CO. I 2 1. x _ STANDARDS. OAS METER SMALL BE POSITIONED ® &RADE I 2 IIL I�u � � I z J G.P. 2.OE LVL x ( x p _ FLUSH BM. J U)J 4 3 SIMPSON �t _'t ^Lu Lu I 7 LU5410 = I p 501L BEARING CAPACITY NOTE: I ( I _ I HANGER L�' I " I " 4B o ( I z w STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 5 g ® - 3 n w M (2 1.75 x l 1.8'15' Q O i - EGRESS 2 0 SOIL BEARING CAPACITY OF 1.5 TONS/S.F. I - - - - - - - - cV - �P. 2.0E LVL L O WINDOW FLUSH BM. I3 O ® = w/WINDOW y a, 1� Wuy N 0+ O I I 4 1 WELL U e - - - - - - - - 13 OI O I I LOCATE COL. _ I A 40l - 21 O L DIRECTLY O I ( I > `i 1q - I BENEATH CORNER n - - ' N POST ABOVE p I LOCATE COL. I N D L�FURNT. _ -I -n� lD O DIRECTLY - - T- I- - o4 T I w L cv r I _ I BENEATH CORNER Q N r Q p COL. ABOVE I� B p b c O Q dJ 0.Q n'IY1 O O VENT 16 ® � O O w x -� i _ _ ° I o Ir PROJECT: ° Itu MEGH. ROOM bB 6 o - L - -„ - - - olm ��Q Q' i 12'-4 w 3 I R OYALTO N ROW ELEG. PANEL - _ - 17 NNS I � I ..\\,. � LOT 2 .,\\. �. DESIGN I N .\ \ \. I G A \ \ I= - - - - \\ \ tip :., . .\..,.. .\\\\ . 6' 3y" 6' 3y" y • „` 2 2 3 2 I \. ?\\. `, of COMPACT COX ROAD \ NECK TAG DESCRIPTION DOOR QUANTITY \\ , \;' NOTES - - - - - - - - - - - - - J BACKFILL IN 6" L F 5' CONC. SLAB MA60NFZY _ LIFT5;PROVIDE �- MATTITUCK, NY 11952 \\ \\I I PATIO Auavt W/STONE F NI5H �� •��\ � � DRAWING TITLE: _,, 14 I 2'-2" D PROPOSED FOUNDATION PLAN rb AM OI DOUBLE 3-O X'1-O 2 \\\Yl,\\\ •. (2) FIRST FL. ` A-4ol O O I O 02 SLIDER 12'-O X7-O I \\►>\\\? \ '\\ - \ \ O ' \\ • I BASEMENT \\ \ 8" P. GONG. \ "' i) FIRST FL. RISER WALL w y PAGE: 03 51NOLE 51-011x -O" 3 ' ;\ �' (1) SEG. FL. O \ \\ . \ \\:. \.. \... \\\, 20 ::. \.... \ \ .\\\. ..\\c.:. \\\ \. .\\, a .pp \OMlbm......: \\\ \\\. 04 51NOLE 3'-OAM A-10mloO "X-1'-O" I \\� 0 0.15-HR FIRE \�\ : RATED n cu .. . ..:. C ATE. 04/29/22 5 OF 16 •;�S\��•:\. .. •\\ die:. .;\��\:�x�: , n ! u , , !, !! (2) FIRST FL. 05 51NOLE 3-O X'1-O 4 • \ \:. ( ... (2) SEG. FL. \y \. O6 SINGLE 2'-811X7'-O" I \ r\ () .:�.:.�; I FIRST FL. \" (2) FIRST FL. 07 SINGLE 2'-6"X-1'_O! \\ \\..\ \ :, �.' 5 �l \' �\ / (3) SEG. FL. M. (U FIRST FL. 08 SINGLE I 5EG. FL. \ () k oa DOUBLE 2'-011X7'-O° 2 \\\ \ (2) SEG. FL. :.ani\:' ';s :.! •'; s.aT`Yx^. +-• .\ \' \\ \, (1) FIRST FL. 0 'S� a74`�`' ' 10 POCKET F�, X7-O 2r `"\ PR 05 D O I7 T O F �� „ . .- (I) 5F-C,. FL. ,.. ., L 1/4" - 11-011 O (I) FIRST FL. I �2I S.F. IT �Li� 2 062 S.F. RO55fi� F �� I I POCKET 2-4 X-1-O 3 SGA E: �igm• .. :.:. ' ,y; \\ < " (2) SEG. FL. , i i 0E1 ` ERA � a .✓riles 34'-I" 12'-5/211 Q NEW PARTIAL HEIGHT NATURAL LIGHT 4 VENTILATION O _ EXISTING TO BE DEMOLI5HED (HABITABLE SPACE) „ WOOD FRAME (L.G. STL. 6-4y2 - 6 4y2 w WHEN APPLICABLE) FLOOR AREA 284 S.F, p _ -� EXISTING TO REMAINVol) = �. um NEW FOUNDATION WALL 4 NEW HOOD FRAME (LG• A5 RECD. S.F. PROV. m m Q ,F STL. WHEN APPLICABLE) Q LIGHTING;MIN. 85K MIN. (2) 211x4" STRUCTURAL OF FLOOR AREA 22.1 S.F. 72.0 S.F. NEW I-HR FIRE RATED ® 2 2B lo O WOOD FRAME (L.5. 571 POST FOR 4" WALLS _ VENTILATION;MIN. -� WHEN APPLICABLE) (MIN. (2) 211x6" STRUCTURAL 4% OF FLOOR AREA 11.4 S.F. 15.0 S.F. F- PO5T FOR 6" WALLS), U.O.N. j O NEW 2-HR FIRE RATED I WOOD FRAME (L.G. 5T'L. II' 2'-III 31_011 /1_111 AI_5y211� _ 211 21_�y211 bl_OI i11_�y211 21_1 /211 31_II�211 12'-0" WHEN APPLICABLE) CJ T Z } i O FLOOR PLAN NOTES I I 01 � � � m 4 Z IO DOOR NOTE: NEW LAUNDRY ROOM: I Q O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP Lk OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR VIM-'5 a'-10" 15'-2" I J 2.INSTALL NEW EXTERIOR DOORS l�1HEN GALLED w/51ZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' ('OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. E j O 3.DOOR TYPE TO SELECT 07 I =z o Z CD 4.INSTALL AS PER MANU SPEG.'s 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: I I J e1 C) 4.5EE PAGE 6-003 FOR ALL OTHER FRAMIN6 I. DUCT SHALL TERMINATE TO EXTERIOR T BATHROOM#I z ELEMENTS AROUND DOORS (7YP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY p a8.8 S.F. -�, ( I i Z OPENINGS °; _ r Q Z O STAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. Q �' I a ''m n z. 11 ; 2 I. ALL NEW STAIRS SHALL HAVE MAX.'7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER :'` -bye" I LL w e� 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN • L0 m 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 4 - 6 4 `• loLO u, H ° O LA NOT TO ALLOW PASSAGE OF PI 4" 4' SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I 4'-O" O ® ® VENT., I 4 ry Q 36 HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO O TO ALLOW PASSAGE OFA 4" <P SPHERE EXCEED 8 FEET AND SHALL BE L15TED AND LABELED :: ;:. �e - 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. I Y cr BEDROOM #I y F el W 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RIGID - 03 I 02 DINING ROOM ( A METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS i 25'-O" r 284.7 S.F. IS'-6" O 131.6 S.F. ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - - - I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.RAILIN65 SHALL BE WOOD OR PVC. _ 5GREW5 V •1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER i I I = W V GL05ED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE 2B I. TYP. 42" RAIL A5 NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 A _ 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° I ' I 4 0 J FA5TENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT A5 REEOV OR POWDER NOT INCLUDE THE TRANSITION DUCT. ' COATING 3 0 I ( Q 3.SEE FOUND. PLAN 4 DETAIL �' ( I' 4a NEW FLUE: • ( I i �: SMOKE DETECTOR / GO DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO I SM/GO O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'S - PROVIDE NEW WD. FR. ENCLOSURE w/ I Q HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. I/2" GDX PLYWOOD 4 SIDING AS NOTED - "CHASE 2.INSTALL ALL A5 PER MANU. SPEC..s SECURING ® STD. SIDE WALL" ON PAGE 6-004. I 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE 'ABE5G0 FP200 FR EXPANDING FOAM' (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT 10 3 4 6 2 CAP, GREAT ROOM i FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM - I II 444.4 S.F. E 814, ASTM E 84, AND UL 14-fa. - - - GARAGE - WALK-IN GL. I I WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY cV O 5CILO S.F. QI 51.2 S.F. lb ( :o O I. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING - - - - - - I I I I°-4'-O" 5'-O" 4 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE O SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL I o5 AND DOORS" ON PAGE 5-002 IF CASEMENT CIRCULATION THROUGH WINDOW5 OR DOOR5 TO WINDOW5 - ALL CSMNT WNDW5 SHALL HAVE OUTDOOR 5PACE5 AS PER NY5 MECH. CODE SECTION STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 4'-O" i b'-7" 2.IF DOUBLE HUNG - ALL DBL. HUN15 WNDW5 TO BE I I KITCHEN B TILT WASH NEW ATTIC AGGE55 - PULL DOWN STAIR: O (Ib) RI .6" I I I O10 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. 8 - (14 Tr ® 10" UP o 0 11 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND O 1. MIN. 350 # CAPACITY 0 I tt _ OO OO _ r WINDOWS (TYP. FOR ALL) U.O.N. a• 1 I - . b � � O 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN, in 22"X30") I A-s0 1 n m O e O O EGRE55 NOTE: 3.0.'15 HR FIRE RATED IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s EGRE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 I 31_411 I I I I I Q i 4 O NET CLEAR OPENINO........... 5.-1 S.F. I • L D/W I O NET CLEAR HEIGHT............... 24" MINIMUM Oq 8" SQUARE STRUCTURAL PERMAGAST COLUMN LL CLEAR WIDTH................. 20" MINIMUM - - " " ❑ GL. - O I N TYPICAL PLUMBING/HVAC SHAFT: q D 4 D 2 ob - 44--b u_ 10 PRECISE LOCATION 4 SIZE To BE DETERMINED IN FIELD DN =1 11H RHEEM 4 TON AIR CONDENSER MODEL NO. 05 2'-411 a�OII 21_411 ��4'-O"T� a O II RAI648AJINA (OR EQUAL) I i ' �' REF z I HALLHAY o 14'-6y2" B m 2-11_a 11 I Q Lu 4 .-„ to w o CE) PARLOR I It 142.3 S.F. O OWDER O O ROOM O I II' 4" 01 PANTRY' I v 42.0 S.F. O 34.7 S.F. =N G MUD ROOM I Q :; I ►� r1 5.F. Vill >a in T I G i C m < r w \ b'-'III 1_011 $ 131811 5,_01 ❑ O :.° PROJECT: 4'-a" a'-2" 3'-4" 4'-3 8'-4/211 416/211 21-6" 6'-011 21_611 -6/211 5'-a" �M a'-1111 10 20'-2/2" a'-�11- ROYALTON ROW � - - - \\ wm .\ a \ \ \ \ L OT 2 DESIGN\ G N A \\ ,\ \\ '� COX NECK ROAD TAG DESCRIPTION DOOR QUANTITY NOTES ALL EW HINDOHS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 { ` = S PPING DETAILS. 2 B MATTITUCK, NY 11952 \._ \ \. \ \\ \ \, \ \ \ „ \.: \\ \\ O y, \ \, \ \ .\O \ ; \maN \ .. \ �.�.,:, \� ,,,,,�, ,� .,. �, , epi= \� "�\, \„ \ ., DRAWING TITLE: „ - --- - ,\ „ \ \\0111 a\\\ \\ \\. \ EGRE55 \\\ \\ \ \. .\ \ \. \, o \ , CLEAR ,, „ \�\,.., ,:�\\\�,_ \:.<\\.\\..\ie<�,: ,� \off\ \\ \ \a•,, cv l�tc��:.°; WINDOW DIMENSION o PROPOSED FIRST FLOOR PLAN OPENING \: ,:. �,,,\: \.` V m I II I 1 II ;; \, o \,. \�,.. DOUBLE 3-O XT-O 2 11\ \ ? (2) FIRST FL. �0= ca\\O . _ WIDTH REC�'D: 20 O OI :�;: ` ,\\��\�\� ��> ._�.�:-: �::, HEI6FfT REC�'D:24" Q - - Y ?fff ,. l± T WIDTH HEIGHT OPEN RECZ'D: 5.? S.F. 02 SLID I I l' \\ \ A DOUBLE HUNG WDH24410 wyy�\\ ...\°. ��\\� \;\��:� '\:,.'�[\�y'F ,i�+�F'!`! \++�j " `:\ex 21_5 +C�,-II 51 - - � \ y .� '\ 411 21 1011 N,\, \ : : (U BASEMENT , 03 SINGLE 3'-O"X-1'-O" 3 ;: + (1) FIRST FL. B OU LE HUNG WDH2432 2#„ ;,; 2-5 - \ \\� (1) SEG. FL. PAGE: y�F.� �Fi ��. 't�••� N' I II I 1 G DOUBLE HUNG WDH210410 `,° � •�.:-C7 '< 2 I I � 5 O \ \\\ 2 TEMPERED \ .\.. ---ama�--- A \ \ \ \. DOUBLE HUNG WDH21056 \` -C�.to \,��\�. �`\��°�. -�8 �;,,,� 2-I I 5-8 EGRE55 I II 1 II ;� , '�\. ,�\� 0.75-HR FIRE \ � \ \\ :.:, �,. \; A-102m0l 04 SINGLE 3-O X7-O I \ ?, c ��0 \\\ \\ \, RATED ;,, \, \ " II \\ E PICTURE HPW310310 - ` ''° !3'-Il a 4-O TEMPERED ,: „ . „ \\ \ \ \\ o,c44 \, .\\,v, \ \\.. \.\ \. \\` \. \ \,. \ \ ,\,. \,. \. \ \.. \,..�.\oma'\\., \\\. �\': , NTER3C7R O\\ \. .,.. \. \.,, \ \, \., � ..,.\ �. F TRANSOM WTR2 \: Z-11 3 ,\\ 1021 ��.;:�„o°�„�\::� <�� \\� 2 DATE: 04/29/22 6 OF 16 SCALE I4 \� '\` <\:\ i\�, ..Vii:\�: .\�..\ :,; III C I II 2 058 S.F. HAE3ITAE3LE Si�AGE• 2 C 80 S.F. OROSS ARES 1_ II I_ II ro:\ ,.\j\��w�,: \ (2) FIRST FL. ';11\511,17'' �\ \ .E,: d�'\ � 1_ II 1_ 11 / ( -O 05 SINGLE 3 O X7 O 4 \\ G PICTURE HPW56410 < <5,�t7 5 O (2) SEG. FL. \\; a \... ;\. \ . ;\ :;; rte 11::x.\'\ 1 " 1_ II H TRANSOM WTRsb l I I '' °� "1 ,\::,::.�� 5--t � 2 I Iia Ob SINGLE +►. \, (I) FIRST FL. 0 IF . \_ \•.,. - I DOUBLE HUNG WDH34410 \\, \ (2) FIR FL. :\ „ �E�A}Q O'7 51NOLE 2'-611X"7'-011 (3) SEG. FL. �' PICTURE WPW41o410 4 :. 5-0, .. 4-I I 5-o TEMPERED C? es _. _.w.. \ t� IN I FIRST F > ',:<.,..,` r •�1 I u 1_ n �\ `\Oo: ��\\. O L 3,.\0. r .. '\: I_ a 1_ n r. OS SINGLE 2-4 X�f O 2 ► ,: K DOUBLE HUNG WDH38410 \;: ;. ,J _ : a- 7;. ' 3 a 5 O TEMPERED.a\."\ . a:•\ (I) SEG. FL. i'\' " \\ ,\\. :.. ..,.,.., \\\,\ \ �- \�.QN, .\ L TRANSOM WTR21015 ".: V, I Oji DOUBLE 2-O X117-O 2 rw m`. \ (2) SEG. FL. \\ \', �\ \o\:' ?" 0 O NAY: \: �,. : :\�� . ,\\::':vi�°.,,.G. 11,, I II i ;.\ DOUBLE HUN \\ - Q. \.,.. , \ \ (1) FIRST FL. M L G WDH24510 `` \ .4 2 5 4-O 10 POCKET 2-8 X7-O 2 \N \\ `' (I) SEG. FL. \\;\\\, \:,,' ::..:.\ '9�� 74 O " \. c\... \. : = N DOUBLE HUNG WDH21042i . ',\<; L\ \ �F I \ \ \ \ \ (I) FIRST FL. o\ ;\ `,`• 8 I I POCKET 2-411X 3 `: ►` ` �<, :\ - \_ (2) SEG. FL. �\ .., \: ': ::a _--- 0 DOUBLE HUNG WDH284to "` ;; \ " '\ 2'-1 II 51_0 1 OENERA!- % NATURAL LIGHT 4 VENTILATION I `l I I (HABITABLE SPACE) �- D Q ` EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FLOOR AREA 331 S.F. WOOD FRAME (L.G. STL. N w WHEN APPLICABLE) % REQ. S.F. PROV. cu J EXISTING TO REMAIN D Cll . NEW WOOD FRAME (L.G,. I NEW FOUNDATION WALL LIF FLO ;MIN. 8% 26.5 S.F. 511.0 S.F. iu . OF FLOOR AREA Q STL. WHEN APPLICABLE) VENTILATION;MIN. 13.2 S.F. Iq.O S.F. NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4% OF FLOOR AREA O WOOD FRAME (L.G. STL. POST FOR 4" WALLS J_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.o. STL. NATURAL LIGHT 4 VENTILATION cu WHEN APPLICABLE) (HABITABLE SPACE) IS,'-4" ( O > ,> Z BALCONY FLOOR AREA 188 S.F. - - - - - - _ O D -- I 1 _ % REQ. S.F. PROV. O F FLOOR PLAN NOTES LIGHTING;MIN. 8% O 4 CAR I Q OF FLOOR AREA 15.0 S.F. 43.2 S.F. 03 DOOR NOTE: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WH'.EEN GALLED O I. NEW WASH /DRY HOOK UP _j VENTILATION;MIN. I J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 6 DOOR DIM.'s 4% OF FLOOR AREA 'f•5 S.F. 21.6 S.F. BENCH O 1 400 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. `i OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS A5 REG'5 PER MANU. E _ z a� cfl 3. DOOR TYPE TO SELECT N _ _' "-- �• � BATHROOM#2 O � ( I J � O 4.INSTALL AS PER MANU 5PEC.'s 126.5 S.F. lo 3.PROVIDE (2) 2"x8" HDR., U.D.N. DRYER EXHAUST NOTE: Z �; 4.SEE PAGE 6-003 FOR ALL OTHEF: FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR f- ELEMENTS AROUND DOORS (TYP. F0 OR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS ( - Q Z STAIR $ RAILING NOTE: 3.DUCT SIZE AS PER MANU. _ 6'-O" VANITY _ LTJ.. `J O I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" Rl 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER O w V-1 8 MIN. ID" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 13'-IOY2" 2. 42" H16H GUARDRAIL t SPINDLE 5PACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O Lo NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM7177 7, 36" HIGH HANDRAIL k SPINDLE ..PAGING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO TO ALLOW PA55ACPE OF A 4" 0 '5PHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 4'-IOY:2' 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. i- 4 15 Y2 I ?,• w 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D 4 N ! BEDROOM #2 WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS G - i 1 m 331.0 S.F. ' ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTF- I. 5EE NOTE ABOVE FOR STAIR 4 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL d - I V 2.RAILIN65 SHALL BE WOOD OR PVC. SCREWS Q WALK-IN GL. LJJ 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER G L"A 10 011 ! ~ CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE _ J 28 I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.RAILING SHALL BE WROUGHT IRON'. OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT AS REG!'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. ! cV 188.6 S.F. COATING I g \ 3.SEE FOUND. PLAN d DETAIL NEW FLUE: i T • SMOKE DETECTOR / GO DETECTOR NOTES: OS, I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO 4 i ( II I '- \"_• O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS 3 LK-IN CL. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ I I .3 S.F. _ 3g HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1/2" CDX PLYWOOD 4 51DINO AS NOTED - "CHASE 2.INSTALL ALL AS PER MANU. 5PEC.'s 5ECURIN6 ® 57D. SIDE WALL" ON PAGE 6-004. _ • a 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR cV C 5M/CO I • IN COMPLIANCE WITH LOCAL COVE EQUAL) AT ALL PENTRATIONS AT c(1 SM/GO FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A5TM OS O - E 814, A5TM 1- 84, AND UL 14-711. ffl3:777 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY 11 un WINDOW NOTE: >. O4ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 5'-6" '4'-I I. ALL NEW WINDOWS 8 DOORS SHALL 8E ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE t(1 •;. a �, GL. SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL 1 I IATGHI �- „ in I n �}q-� m � la S.F. -o -O �. AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO _ • I A 00 1 '� _ WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES A5 PER NY5 MECH. CODE SECTION I„ ��(�,� SM/GO „ i _ STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL A5 PER MANU. SPECS _p A_3O I 642• S 1 '„ -- 2.IF DOUBLE HUNS, - ALL DBL. HUNG WNDWS TO BE I 6„ I „TILT KASH 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. &L. NEW ATTIC ACCESS - PULL DOWN STAIR: 4 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPACITY ? BATHROOM #3 ® LAUNDRY/ 12 O ' ; --"' WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. = 100.0 S.F. z CLOSET - - O „ 22 x30") �, j � I 46.7 S.F. � - OPEN TO EGRESS NOTE: 3.0.75 HR FIRE RATED ! _ u `� O_ , BELOW --t- H 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. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS ';� G G 4 EGRESS SHALL BE FOLLOWED: m 4 � O NET CLEAR OPENINO........... 5.71 S.F. - - NET CLEAR HEIGHT............... 24" MINIMUM Oq 8 SQUARE STRUCTURAL PERMAGAST COLUMN " _ NET CLEAR WIDTH................. 20 MINIMUM BEDROOM #4 ;; _ 1 z 200.0 S.F. I i tL OTYPICAL PLUMBING/HVAC SHAFT: n �k - 10 PRECISE LOCATION t SIZE TO BE DETERMINED IN FIELD {! II 4J O 3 O � II RHEEM 4 TON AIR CONDENSER MODEL NO. L I cv 3 1011 z RA1648AJINA (OR EQUAL) FAMILY ROOM SM/Go I I f; c• 200.5 S.F. 3 I00 { z W g O D I . 00 I f d o i r 4 I CN L ( { I \ !4Nn 3;• PROJECT: i I - , ILI ► o ROYALTON ROW ,..:. - < �..: ,. :: ,: , ,\ , \\ � \\\\\, HUN \ 4 MAM,t `�� COX NECK ROAD TAG DESCRIPTION DOOR QUANTITY \ " NOTES AL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 8 .. \ \ ST APPINO DETAILS. MATTITUCK, NY 11952 \ \•: \.: ... ........> ... .>.... ..�. <... �. :. \ ..� ------ - - G TITLE: \ .. \. .. \.. :\. \... .. . . . . ..\\. EGRESS D \ O ..\.. \. \. a \ \\... \\ . .\ . \\•.a.v\. ;.. \\\ \.. \ \. . \\ CLEAR to �\•\ \�_.', \: \\\ n ..,.��.,,.. .�m��,. ..: \�,�:•: \ \....\... �\�>..,.. .,� \.�. IND DIMENSION PROPOSED SECOND FLOOR PLAN :1: .:R � w ow MEN N \ - ' N0. OPENING O \ \ 01 DOUBLE 3 O X7-0.12 ' \ °\\ , �. • ��. \• :.\\\ ..; \ � (2) FIRST ,\� .,,.� � ,k!I H 11 lHEIGHT REG'D: 4, J \ \ + 2 \ WIDTH HEIGHT \, y\O .::. OPEN REG'D: 5.7 S.F. 02 SLIDER 12'-011 01_011 \ \\: •.. \• ' L�\\\ DOUBLE HUNG WDH24410 �� ; r-� �\�;-�;? . -°. 2-5 i 5-O � ' PROPOSED SECOND FLOOR FLAN �\O�� (I) BASEMENT SCALE: I/4 - ► -O1 11 1 II \` ..\\;• \ �\> �\ \ tE��:`�\\ ,\� 1 \ FE '\ I II I 1103SINGLE 3-O x-r-O 3 '�r (1) FIRST FL. B DOUBLE HUNG WDH2432 \ >� \ :;. 2-5 3-4 I,l8C �J. f-I �ITSL SPf�G ; CIBC 5. �fi�OSSR ,ac\\ \ (1) SEG. FL. PAGE: a: °\ \,,.. �• EGRESS I G DOUBLE HUNG 1 WDH210410 5-0' -O 00�< I 2 TEMPERED \. .\. \ . . �•�\ � \ � - _.�._ -- D DOUBLE HUNG WDH21056 �\. -I -8 -- _ 5 EGRESS , I II \\.\\ �\ 04 SINGLE 51-01 X7-O I 1�,.,.• ..\�: \ �\\ �. ��,��>��E#' I ,I 1 11 � RATED E PICTURE WPw310310 ,c '0. 3-11 4-0 J TEMPERED "N,s, .\ \ \ �:: � \�• II II \> �.' \ ..�.:. F TRANSOM . .. ,. , �.... .. \� \. ->: ,;.�.. \\ WTR21021 :21-3 04/29/22 7 .:. \\�\\... ...�:.... � DATE: OF •. ,• (2) FIRST FL. > •, ; ;. 1 1 I . S• \.\may,. \ tE f ii \ 1 II I 11 05 SINGLE 3-011, 7-O 4 e'.:, :; 6 PICTURE WPW56410 a," `; ,,Am>:: + \\ 5--I 5-O gT 16 \ \\` (2) SEG. FL. \ .. :\ H TRANSOM WTR5611 i � 1` :,e, 2- 5'-'7 2-I IN' O6 SINGLE 2-81>01-011 ` .:..... ,. �\: < < " DOUBLE HUNG WDH34410 \\\ �' ,I \: I ? ::;: a- ?,.; 5,-5 51-0 EGRESS \ ..,. _ ,1 ,_ 11 rj :• , `,� •:. ::.: (2) FIRST FL. o.\\;..1, - 07 51NOLE :21 6X7 . •; (3) SEG. FL. ,`�,F�� C J PICTURE WPW410410 \ 4-II „ > 1 .(, 5 ` 5-O TEMPERED �� 141. �,�+ ,,\O; \ I1 b \ 011 \41% ` (U FIRST FL. -', .. \` ... `r1.: \,. I ,1 ,_ I. \;. \" ��.� K DOUBLE HUNG wDH38410 -»IU,. \ :\�, "a'' 7: :�.> 3'-q " 5'-O " TEMPEFZED 08 SINGLE 2-4 X� O 2 • \ ;, \ I SEG. FL. " VeW 7F \ L TRANSOM WTR21015 Oct DOUBLE 2'-O"X'7'-O" M - x F \�\ M DOUBLE HUNG WDH24510 :, ' '-6 \\ \::,.,' 0: \ 2-5 4-O \.. (I) FIRST FL. ,:. :. : ; '' \. '9 037th 10 \ \.:8 \ \3.. - POCKET 2-8 X`7-O 2 �\\,:::�! \;, \` (1) SEG. F1 . \.. N DOUBLE HUNG WDH21042 '�( \\\ n ``' 2'-I I „ 4'-4 ;: \\]=(:2 FIRST FL. .�`\.:.:. \ .. 8T I I POCKET 2'-4"X7'-O" 3 ,. ��\ :. .• : .. .. „ SEG. FL. ...: 0 DOUBLE HUNG WD 2e> 10 p \q �' H 4 \�\\.. ��10.$'fl.: �.. \. >::.:�E\�"Vi. EI :: 21_/y �II 51_0 71, IF CL ELEVATION NOTES Q p OROOFING: W I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR 8 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: I. SEE NOTE ® SECTION 2. STANDIN5 SEAM METAL ROOF,COLOR d STYLE TBA (OR EQUAL) 0 SIDING: RIDGE HEIGHT-------- I J I. SEE NOTE ® SECTION 2. LAP GEMENT 5IDIN5, COLOR b STYLE TBA (OR EQUAL) ELEV. +30.1' _ (MIN 50 YR. WARRANTY) .. � —12 � O5IDIN5: — I. SEE NOTE ® SECTION 2. VERTICAL BOARD d BATTEN SIDING, COLOR 8 STYLE j z Z TBA (OR EQUAL) (MIN 50 YR. WARRANTY) j - 12 j � _ O5 8" 5QUARE 5TRUGTURAL PERMACA5T COLUMN -- _. _ __ ____ __. 9 ____.__j I Q Q i II� O NEW 5/4"x 4" 'AZEK' (OR EQ) WINDO DOOR CASING: W Ixb FACIA5, FRIEZE, AND CORNERS J 00 SECOND FLOOR CEILING HEIGHT Z -0 ELEV. +21.2' ------ J T-1 rl I O 5E00ND FLOOR HEADER HEIGHT b Z >; 4 Q Z r-I ELEV. +19.2' --------- - � it J N F - __—_ WCfl Ln IM 1-i in j O — oQ � J z O O 14 O O _ TEMPERED --- O � Jo a ° j w SECOND FLOOR - J---- -----� 4 ELEV. +12.2 - — --•-•-•-•--.__._..._._._._....� �� U , FIR5T FLOOR CEILING HEIGHT = J ELEV. +II.O' ------ - U � J Q FIRST FLOOR HEADER HEIGHT _.,.,.,._..,. _.......,... — ELEV. ...:..:... , "x O 5 FIRST FLOOR . ELEV. +2.0' —�� O BASELINE ELEV. +0.0' g O O SOUTHEAST ELEVAT 10N (FRONT) _ a SCALE: 1/4" = P-O" O O J lL Z N U- 0 O D ❑ a Z_ ❑ J_ M m FN- ❑ I Z w ir- - N O i � PROJECT: _ OYALTON ROW LOT 2 DESIGN A COX NECK ROAD j 12 MATTITUCK, NY 11952 9 ___ DRAWING TITLE: ____.....__._......................................................_ PROPOSED EXTERIOR ELEVATIONS I � 1 --�— PAGE: aO j OO A A A O O A-201m0l 5 DATE: 04/29/22 8 OF 16 0 n D APC r- • `�� NORTHEAST ELEVATION (R 1 C HT SII E) a374i) ATF OF b SCALE: 1/4" = I'-O" CL ELEVATION NOTES Q Q OROOFING: LLI I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING SINGLES, COLOR d STYLE T5A (O¢ EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TBA (OR EQUAL) RIDGE HEIGHT SIDING: ELEV. +50.1' --------- - O I. SEE NOTE ® SECTION 2. LAP GEMENT SIDING, COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) — �— —— -- --— -_- / 0 Q O51 D I NG• - - — � -`-"� - O _ _. _ z I. SEE NOTE ® SECTION b Z 2. VERTICAL BOARD 8 BATTEN SIDING,COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - O 5" SQUARE 5TRUGTURAL PERMAGA5T COLUMN - .5 Q � O NEN 5/4"x 4" 'AZEK' (OR EQ.) !^UNDO DOOR W GAEING: Ixb FACIA5, FRIEZE, AND CORNERS r SECOND FLOOR CEILING HEIGHT _ _ _ J 00 ELEV. +21.2' _J 5EGOND FLOOR HEADER HEIGHT 11 1 11 IT— O ELEV. +Iq.2' 05 E __..._..__........--- CN Z r-I _ TEM RED TE RED -- O LL W o _ Lo w r-1 ►�-� � TEMPERED — Q 0 = Ln 'H _ O 5ECOND FLOOR _ W 4 ELEV. +12.2' ------� FIRST FLOOR G_EILINW _G HEIGHT _ - ELEV. +II.O' OH O O O O = J U J FIRST FLOOR HEADER HEIGHT_-- ELEV. +q.0' 01 O � 0 O O I 02 O O Fl 11 P r TEMPERE TEMPERE � �;�� (30 FIRSVT 2L0'OR EL ------�` 0 0 BASELINE ELEV. +0.0' O O 2 NOR7HNE57 ELEVAT 1 ON (REAR) m 5GALE: 1/4" = 1'-O" 0 J U- 0 0 Z N U- O O Q Z_ D J_ M m � D Z W W 0 I m It U N 12 N O — _ PROJECT: j ROYALTON ROW --_-------------- - -- - -------- LOT 2 DESIGN A 0 0 b COX NECK ROAD MATTITLICK, NY 11952 0 DRAWING TITLE: 12 L ------ - PROPOSED EXTERIOR ELEVATIONS 2.5 / PAGE: ID F=7 F=_1 7=1- � � MA-202mO� Daa � __100 , o J-ia3 F=7 F=7 F=_1 F=_1 F=_1 5 5 DATE: 04/29/22 9 OF 16 � � Da 000 ARC r � N 9, 03740' yb� SOUTHNEST ELEVATION (LEFT SIDE) 1F or N 50ALE: 1/4" = P-O" BUILDING SECTION NOTES Q ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOFING SHIN6LE5 LLJ 2.INSTALL ICE AND WATER SHIELD FROM FASCIA U= TO W 24" FROM IN5IDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT N.O.N) OVER Q 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE dF HIPS (A5 REG'D) 6.PROVIDE RIDGE VENT(A5 REG'D) O 1. FLASH ALL VALLEYS J B.INSTALL DRIP EDGE AS REG'D 9. INSTALL ALL AS PER MANU. 5PEG.'s F- OTYPICAL ROOF 4 CEILING GON5TRUGTION: • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 (51-OGKIN6 ® ALL I Z PLYWD 5EAM5) • R.R., G.J., a G.T. AS NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) �"- • MIN. OF R-4q SPRAY FOAM INSULATION OR R-49 BATT INSULATION Q TYPICAL EXTERIOR WALL 0oN5TRUGTION (TY=.): OB UPON "TYVEK" HOUSE WRAP (OR EQUAL) J • UPON 1/2" GDX PLYWD. 5HEATHIN& (5LOGKIN6 ® ALL PLYWD SEAMS) C) • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE 5 PGR =ry QQ. �`p Z • 2" SPRAY FOAM INSULATION (6 R=VINCH) w/R-13 BATT IN5ULATION (R-2'7 TOTAL) 2 z • 5/8" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYPJ: KITCHEN 1 G. O I. INSTALL NEW FIBER GEMENT HORIZONTAL _._ .__________J AS PER PLANS _ – J N LAP 51MINO 4 VERTICAL BOARD 4 BATTEN W W Cfl 51DIN5 2."TYVEK" HOUSE WRAP (OR F-OUAL) = to 5.INSTALL ALL AS PER MANU. 5PEC.'5 DINING ROOM 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION _ 5. 51DIN5 SHALL EXTEND TO TOP OF I I 3 W 3 FOUNDATION WALL ONEW 4" THK. P. GONG. SLAB w/6"xb"-10/I0 W.W.M. ' REINFORCEMENT AS PER DETAIL 4 W H TYPIOAL FLOOR O 0 NEW FLOOR JOIST AS NOTED CONSTRUCTION:ONPLAN Ll I V • 5/4" GDX PLYWD T46 SHEATHING (BLOGKIN6 ® 4LL I J PLYWD SEAMS) Q • F.J. A5 NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRID&IN5 ® CENTER OF SPAN, U.O.N) • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 5" F.J. AS PER PLANS SPRAY FOAM INSULATION N=7/INCH) AT RIM JOIST TYPICAL LEDGER BOARD 1=0R O I. (1) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTERSEGTINO I a JOISTS, SECURED w/(2) 5/8" 40 x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. A IF] . 2. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) AT C.J./D.J., OR H.D. OALV. H2.5A RAFTER TIES I I AT R.R. BASEMENT 5. SEE NOTED DETAIL UNHEATED o UNFINISHED I I I I 3 A-401 1 — I -� I 0 401 2 a SF-0710N A /A-301 0 O J SCALE: 1/4" = 1'-0" `` a z N u- O CONNECTI N 'A' AS I PER PAGE 6-003 a NEW RIDGE RIDGE HEIGHT$, c7 R.R. AS PER PLANS ELEV. +30.1'ft p J_ � m z w uj O 0 / Q � U � P� 2 \ \ r � � r•I CONNECTION WAS / \ PER PAGE 6-005 N NEW R.R. TO G.J. \ \ 0 04 G.J. AS PER PLANS _ SECOND FLOOR CEILING HEIGHTI$,_ o � - - ---_---- ELEV. +21.2' PROJECT: ROYALTON ROW _ \ \ BEDROOM # lu LOT 2 DESIGN A R�• PS��p��NS \ \ � z G.J. AS PER PLANS \ Q \ \ CONNECTION 'GI' A5 SECOND FLOOR COX NECK ROAD \ PER PAGE 6-005 T 12.2 o NEW STUD TO MATTITUCK, NY 11952 \ n1 _ \ FLOOR ASSEMBL ry -F.J. AS PER PLANS , _—_FIRST FLOOR CEILING HEIGHT ELEV. +II—O' DRAWING TITLE: —_—_— BUILDING SECTIONS 3 O O GREAT ROOM i PARLOR � � 4 v PAGE: CONNECTION 'DI' A5 _____ FIRST FLOOR�$_ 3® 1 ® l PER PAGE 6-003 �— ELEV. +2.0' NEW STUD TO F.J. AS PER PLANS FLOOR ASSEMBLY - • III=1 I I=1 i t=1 I I=1 I I-1 I I=1 I I=1 I I I I � — / -1 I I-1 I hI 11=1 11=1 I I=1 I I=1 11=1 11=�11= 6 5 1 1 I I S I I I I ------_---SAEELINE! " DATE: 04/29/22 10 OF 16 �I I I—III—III—III—III—III—III—I I I_I I_III I A-401 A-.401 ELEV. +O.O' "..III—I�I—I�I—III—I I I I I_I I I_I�I_I I ISI�I— • I I ❑� � I Ll 11 I I n I BASEMENT PROVIDE BACKFILL I I ' I I ' UNHEATED I I ED/� COMPACTED IN 6" LIFTS I I o ( uu I o UNFINISHED I I ��R RC,S��, 4 3 THK. GONG. SLAB W STONE FINISH A-401 8 3 I I 4 os7a4g yon' A-401 — — — �OF NG`� SE T 10 E3 I SCALE: 14" = P-O" GONNEGTION 'A' AS PER PAGE 6-003 a . BUILDING SECTION NOTES NEW RIDGE I NEW ROOFING NOTE CNP.): _ _—_—_—_—_RIDGE HEIGHT Q '. ELEV. +30.1' W O I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER 4S 3.INSTALL 15 # BUILDING FELT N.O.N) OVER �� b Q 4.1/2" GDX PLYWOOD 5HEATH1140 (BLOCK ALL SEAMS) /RN.. P,o� 5. GAP SHINGLE OVER RIDGE +6 HIPS (AS REa'D) _= 6.PROVIDE RIDGE VENT (A5 R.EG'D) Q 'T. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE A5 REC:!'D �F- a. INSTALL ALL AS PER MANU. SPEC.'S \ CONNECTION 'BI' AS PER PAGE 6-003 O TYPICAL ROOF 4 CEILING CONSTRUCTION:: NEW R.R. TO G.J. a • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL • NEW ROOFING AS NOTED \ - G.J. AS PER PLANS SECOND FLOOR CEILIN5 HEIGHT Z - - -------------- - - - ___- — ---- ---- --- PLYWD SEAMS ----------------- • R.R., G.J., 4 G.T. A5 NOTED ON PLANS (® SPANS ELEV. +21.2' OVER & INSTALL "X" BRIDEdN6 ® CENTER OF O ` SPAN, U.O.N) • MIN. OF R-4q SPRAY FOAM INSULATION OR Z R-4q BATT INSULATION Q TYPICAL EXTERIOR WALL CONSTRUCTION W OUPON "TYVEK" HOUSE WRAP (OR EQUAL) _J • UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOGKINC ® ALL BEDROOM Q J 00 PLYWD SEAMS) „2xb�, STUDS a 16�� CONNECTION 'GI' AS IU > � O • 2 SPRAY FOAM INSULATION (® R=7/NCH /R-13 PER PACE 6-003 z O O BATT INSULATION (R-27 TOTAL) NEW STUD TO WALL FINISH O • FLOOR ASSEMBLY SEGC�N-EV L002 5/8" GYPSUM BD. z >: 4 11 NEW SIDING NOTE CTYPJ: Z TA O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL _ - m _� LCL J CV LAP SIDING 4 VERTICAL BOARD 4 BATTEN SIDING .J. AS PER PLANS F.J. AS PER PLANS W CD 2.'TYVEK' HOUSE WRAP (OR EQUAL) FIRST FLOOR GEILIN6 HEI&HT U) _ � � — — — I — — ELEV. +11.04 — - - --------- 3.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF 3 W FOUNDATION WALL O NEW 4" THK. P. GONG. SLAB w/6"xb"-10/I0 W.W.M. p FOYER F•- 5 REINFORCEMENT AS PER DETAIL it BEDROOM Q W 6 TYPICAL FLOOR CON5TRUC:TION: = J O • NEW FLOOR JO 15T AS NOTED ON PLAN J • 3/4" GDX PLYWD T46 5HEATHIN6 (51-OGKIN6 ® ALL PLYWD 5EAM5) Q FIRST FLOOR • F.J. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) ELEV. +2.0' • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" SPRAY FOAM INSULATION (F:=VINCH) AT RIM JO15T —_ _ _ _ F.J. AS PER PLANS —_ - I=1 I I=1 I I-I I I=1 I I=1 I I 1=I 11=1 I I=1 11=1 O TYPICAL LEDER BOARD FOR R.R./G.J./D.J.: I. (I) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING I I I=1 1=1 I I I=1 1=1 I I I I _ BASELINE • ( ELEV. +O.O' JOISTS, SECURED w/(2) 5/8" 4' x 5" LONG H.D. 6AL. =III=1( =1 I I=III A-401 — I=1 11=1 I (=1( 1=I P III_ I-III-111 LAG BOLTS ® I6" O.G. - 2. INSTALL H.D. 6ALV. J015T HANGERS BY '51MP50N' (OR EQUAL) AT G.J./D.J., OR H.D. 6ALV. H2.5A RAFTER TIES _ AT R.R. I BASEMENT 3. SEE NOTED DETAIL a PROVIDE BACKFILL I I UNHEATED PROVIDE BACKFILL COMPACTED IN 6" LIFTS UNFINISHED COMPACTED IN 6" LIFTS 4 3" THK. GONG. SLAB I I 4 3" THK. GONG. SLAB H/STONE FINISH I I w/STONE FINISH ' A-401 F o L J 3 I I = m Ir O O J SCALE: 1/4" = P-0" o z N It O p Q z_ p J CONNECTION 'A' A5 PER PAGE 6-005 HEADER A5 m SECURE HANDRAIL TO WALL ON AT LEAST ONE N p NEW RIDGE SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; Z w PLANS AND NOT PROJECTING MORE THAN •4,142" INTO 2 p PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT J0OIST HANGER BY 0 '51MP50N' OR EQUAL ui T4 �� - - -_ _ — - - - - - - - — — — - - - - - - - - - - FIR57FINISHEDFLOOR w CN ccs ' MIN. SPACE BETI- CONNECTIONSAS HWALL AND HANDRAIIVLEEN O \ PER PAGE 6-003 NEW PROJECT: R.R. TO G.J. 5/4" PINE RISER \ G.J. AS PER PLANS _ 5/4 PINE TREAD 57ANDARDS FOR C R I PPABLE HAND RAIL R OYA LTO N ROW SCALE: NT5 LOT 2 DESIGN A = X O GROSS SECTION 3 MIN. �� d)z HANDRAIL P ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR Q w/Y4" RADIUS w COX NECK ROAD a BATHROOM BEDROOM (NOT INCLUDED IN 4 TREAD DIMENSION) 4"-6Y4" MATTITUCK NY 11952 7 PERI- V4 -2 2�'4 MIN. " ' METER MAX. CONNECTION 'GI' AS F O DRAWING TITLE: PER PAGE 6-003 - NEW STUD TO . BUILDING SECTIONS FLOOR ASSEMBLY F.J. AS PER PLAN5 V W N 6 IL 2 GAR m GARAGE (3) 2"x12" STRINGERS ® w/R-21 � INSULATION, IF UNDERSIDE 15 PAGING PAGE: 5TORACE/NON-HABITAL SPACE / \ A-302m0l 0 57CRAOE UNDER Yz' GYP. BD. (WHEN APDL I GALBE) \ DATE: 04/29/22 11 OF 16 9 TREATED 2"x12" SILL FOR CONTACT N/GONG. (IF APPLICABLE) 92E RC+ I I BASEMENTN Fn Cw ? "� IA A-401 �K N 9�� 0374U15 SGT /A-502 OF N�� SCALE: 1/4" = P-0" I INTERIOR HOOD STAIR DATA I L. A-302.01 SCALE: 5/4" = 1'-0" OEI `1EAL I I " I50L <E*Nr : : Q _ EXISTING TO BE DEMOL-I5HED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLIGABLEE) . NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 t WOOD FRAME (L.G. STL.. P05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 211x6" STRUCTURAL POST FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL.. WHEN ADPL I GABLE) Z O . F_ Z STRUCTURAL PLAN NOTEScr Q 0 SINGLE SPAN STRUCTURAL MEMBER: Lu STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS _j ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY J J 00 A$0 INDICATED PO T5. FLOOR JOIST REINFORCEMENT: z O PROVIDE OSB 20 O.G. SPAN RATIN5) REINFORCEMENT AT T-1EACH JOIST, A" THK. x II-7/8" HIGH x 24" LONG, CENTERED ABOVE EXTERIOR WALL, FIXED ON 130TH 51DE5 OF J0157 IN VERTICAL P051TION TO TOP 6 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 5" NAILS ® 5" O.G.;SEE AL50 � Z N J015T MANU. SPECIFICATIONS. N LL W FLOOR JOIST REINFORCEMENT: Lo Ix T1 O PROVIDE 055 :20 O.G. (SPAN RATING) REINFORCEMENT AT q O C � L`7 ;j"EACH J015T, " THK. x II-"i/8" HIGH :x 24" LONG, CENTERED m BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH q r I J O 51DE5 OF J015T IN VERTICAL POSITION TO TOP 8 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 3" NAILS ® 5" O.G.;SEE AL50 J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ REINFORCED F.J. BELOW: AS INDICATED BY HATCHING 0 TYP. 5TL. COL.: O5 3-1/2" O.D. 50H 40 HOT DIP GAL\/. STL. COL. (ASTM AI2!9 V BY SIM5 STEEL (OR EQUAL) I U J OJ0I5T HANGERS (WOOD FLUSH/I.IFSET BEAM): - 6 PROVIDE 51MPSON MIU2.56/II FACE MOUNT HANGER ® EACH -I Q F.J. N.O.N) PER MANUFACTURER SPECIFICATIONS 0 m Q � OJ0157 HANGERS (WOOD FLU5H/I.'FEET BEAM): q PROVIDE SIMP50N MIU3.56/11 FACE MOUNT HANGER ® EACH `y F.J. N.O.N) PER MANUFACTURER SPECIFICATIONS -- -- - �� -- - (3) 2"xb" POST (2) 2x8 HDR (2—) 2 11x8" HDR (3) 211x8" HDR (2) 211x8" HDR STACKED ! k BENEATH (3) 2"xb" 5!015T HANGERS (WOOD FLUSH/I.PSET BEAM):ROVIDE 51MP50N MIU2.5-1/11 FACE MOUNT HANGER ® EACH z,, u�� T � POST ABOVE J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 1 N BATHROOM#I HEADER P05T FRAMING NOTE: m ® aJ POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW q L� , (2) 2 xb POST STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLESS O= STACKED (2) 2"x8" HDR NOTED OTHERWISE O tp v BENEATH (2) 211x6" g (RAISED HDR HEIGHT) ;; • O . . (V � POST ABOVE 2 211x8" ~ - ® 3 (3) 211x6" P05T 3 3. BEDROOM #1 ® " -- -- r I DINING ROOM I I) TO FLUSH BM. 284.? S.F. ' IL (2) I.TS x9.5 6.P. 2.0E LVL HDR 5 — —i — — — — — — — — I (RAISED HDR HEIGHT) i 131.6 F. 0 (3) 2"x4" POST dJ 1 = STACKED I 2"x811 G.J. ry m i y BENEATH (2) 211x6" �0p POST ABOVE I O w0 0l 1 O ILS I V R m V m y (3) 2"x4" P05T5 9 Q 1 m 0 p W N p N p STACKED O N Z DOUBLE F.J. BENEATH I I - - - �p 0 q= �_ �_ BENEATH (3) 2"x4" IU N ALL POSTS TO j - z? ~ POSTS ABOVE � -1 x WINDOW/DOOR HDRS IN ® ® ® I ® z (3) 1.'15"x9.5" G.P. 2.OE LVL O BEARING WALLS ABOVE I i � �� N r -j � r r ®, FLUSH BM. (FLUSH W/F.J) p 17 = Ic x m} _ _ (2) 1.'15"x11.8'153U) tu 117, 1777,7 1 6.P. 2.0E LVL d� N�: I SIMPSON FLU5H BM, x�z. HHU55.50/10 N W> 0... 3= HANGER (3) 2" 6" P05T I 0 m GREAT ROOM I TO FLUSH BM. J 2 GAR I O 444.4 S.F. I R D GARAGE — _ — — 5 i WALK-IN GL. ;fl (3) 2"x4" POST I�Q I cA m STACKED I z w W12x45 AB6 STEEL DROPPED BM. Wi2x45 A56 STEEL DROPPED BM. BENEATH (2) 211x6" SIMPSON -a w O — ! IL P05T ABOVE I-� i — — . — — - E6Q5.37-SD53 lu g C2"' HANGER ( I ry� 0 3 1."15"x18" 6.P. 2.OE LVL BM.UPSET INTO BEDROOM WALL ABOVE(TYP. .N.OJ — — IL -i.01 rl 3 j 3 (4) 2"x4" 5 T I O w KITCHEN n l p[ a m V POST I I g X m 282.5 S.F. N 0 I 1 �Nam 00�i1 N O STACKED O �I7 DOUBLE F J. BENEATH ALL BENEATH (4) p I r O �° Q N � m _ 2x4 POST x cV p a Q Q� POSTS TO WINOOW/DOOR HDRS dp ® ABOVE 1 — — — _ !0 w IN BEARING WALL5 ABOVE r"- � A-30 a N (3) 2"x611 O ~ rm w iL I 0 J I I I O POST TO ® �i - RIDGE PROJECT: x � I I I i I r LL (3) 2"x4" OPEN TO r POST TO ABOVE V x I FLUSH BM. r I a I, R OYA LTO N R 0 W w (3) 2"x4" "x A" (3) 2"x4" I N=I CL. POST TO P05T TO I LOT 2 DESIGN A _ FLUSH BM. FLUSH BM. (2) 2"x8" HDR (2) 2"x811 HDR HHUS410 3 2"x4" POST HDR (2) I "15"x11.875" 4 HDR 5 TO FLUSH BM. — — (2) 2x10 HDR � NGE ;:�, HA R ESP 2 LVL-HDR- I ' — — " 2'-4" 2'-4" (2) 211x6" (2) 1."15 x11.875 G.P. 2.OE,LVL FLUSH BM. P05T TO REF. COX NECK ROAD _ FLUSH BM. ' 8 O- HALLWAY m o - MATTITUCK NY 11952 93 Q IlL N p t� (2) 2"x10" DR DRAWING TITLE: I i2 = ® ® � PARLOR - r? 142.3 S.F. I PROPOSED STRUCTURAL PLAN I N � ® ;" PANTRY I ROOM 42.0 S.F. 34.'7 S.F. p V MUDROOM 80.5 S.F. I ( ;�'� � ®Vi m Q . ® cT �(5) 211x6" P05T — . � 4 II-'7/811 Til 230 STACKED F.J. ® 16" O.G. ( (2) 2"x811 HDR 2 211x8" HDR BENEATH POST TO (2) 211x8" HDR (2) 211x8" HDR PAGE: UPSET BM. ABOVE �.,I . btu 2 2 t�� S-101001 _x():p �Ou�� 4J� rry U- ox XON — J - � �- DATE: 04/29/22 13 OF 16 (5) :2"x6" P05T5 BENEATH CANTILEVERED FLUSH BEAMS GURVBD C�CBM. � I—I I—I O m �p C?� Al u r ,O v m N,, k!!alr. q 9TF 3740 yp Op N E` PROPOSED FIRST FLOOR STRUCTURAL FLAN SCALE: 1/4" = P-O" OEI `FERAL 5)000I " I50L <E`r : �(1 a EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. w EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ` WOOD FRAME (L.G. 5TI-. POST FOR 4" WALLS J WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL E– P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED a r WOOD FRAME (L.G. 5T:. WHEN APPLICABLE) Z 0 I— Z STRUCTURAL PLAN NOTES Q 0 SINGLE SPAN STRUCTURAL MEMBER: W 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE_ SPLICES DIRECTLY J J 00 ABOVE INDICATED POSTS. FLOOR JOIST REINFORCEMENT:_ . Z � CD O J PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT � EACH JOIST, " THIG. x II-"i/b" HIGH x 24" LONG. CENTERED (2) 2"xa" HDR D Y ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN BALCONY > VERTICALPOSITION TO TOP 8 BOTTOM CHORD w/ "PL ; ;• ; 2"xt0" G — — _ — — I _ `: BENEATH E 5 XT. WALL Z N PREMIUM" GLUE (OR EQUAL) 8 3" NAILS ® 5" O.G.; w/ 1SEE ALSO Q ' —- -— J015T MANU. SPECIFICATIONS. 2"x11 G.J. ® Ib" O.G. O MESON LU528 Li. J FLOOR JOIST REINFORCEMENT:_ ¢; HAN&ER5 a FLUSH BM. 3 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST, A" THK. x II-'1/b" HIGH x 24" LONG. CENTERED 1 f Q BENEATH LOAD SEARING WALL ABOVE, FIXED ON 0TH Q I POST TO` I (3) 2"x10" HDR RAISED TO TOP { J SIDES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM x T z PLATE HEIGHT;SPANNING FROM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 3" NAILS ® 5" I N a, RAISED HDR I CANTILEVER TO INDICATED POSTS w O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. O a ►n LOAD BEARING WALL w/ REINFORCED F.J. BELOW: I BATHROOM#2 N O _ I 1265 S.F. o _ AS INDICATED BY HATCHING i ( U 2"x10" G.J. LJJ ®2"x10" G.J. �-- TYP. STL. COL.: "V O 5-1/2" O.D. 50H 40 HOT DIP &ALV. 5TL. COL. (ASTM AI25) ® Ib" O.G. - V BY 51 M5 STEEL (OR EQUAL) O (5) 2"x4" POST TO-/POS 6 JOIST HANGERS (WOOD FLU5H/IJP5ET BEAM): FLUS TO ! RAISED HDR O PROVIDE 51MP50N MIU2.56/II FACE MOUNT HANGER a EACH O FLUSH B F.J. N.O.NJ PER MANUFACTURER, SPECIFICATIONS `� �' � r' BENEATH POST TO RIDE ' I <rr, ; � ,, .12LJ��'K3•�Sz�Z•41r1Y1.�LV�i O1 JOIST HANGERS (WOOD FLUSH/IJPSET BEAM): (2) 2"x8" HDR O VALLEY 8 — - � (2) 2 T PROVIDE 51MP50N MIU5.56/II FACE MOUNT HAN&ER a EACH BEDROOM #2 I POST TO F.J. N.O.N.) PER MANUFACTURER 5Pf-01FIGATIONS = FLUSH SM. I 331.0 S.F. FLUSH BM. - GL. OJOIST HANGERS (WOOD FLU5H/IJP5ET BEAM): PROVIDE SIMPSON MIU2.5-1/11 FACE MOUNT HANGER a EACH N 0 I WALK-IN GL. I " F.J. N.O.N.) PER MANUFACTURER 5PECIFICATION5 Iry ® X 34.1 S.F. - U O (3) 2"x4" :. i POST TO I p= BEDROOM #3 N n UPSET BM. HEADER P05T FRAMING NOTE: = p POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW x - 188.6 S.F. 2"x10" G.J. a I6" O.G. STANDARD FRAMING &RAPHIC ON 'PAGE 0-005 UNLE55 ® x w/SIMPSON LU528 NOTED OTHERWISE cJQ I HAN&ERS a FLUSH BM. p~ Q W LK-IN GL. - w SIMPSON HGU55.50/10 (2) 2"xb" U3 HANGER POST TO p I ry i iN y� ' UPSET BM. ry (5) 2"c4" P05T GL. r (3� 1.75"x11.25'_6.-. 2.0E UPSET SM. _ 0 w BENEATH PO5T TO RIDGE O TO FLUSH SM. (2) 2"xa" — — (2) 2"xa" 0 DOOR HDR 2 2"xa" DOOR HDR P. U.N.O.) HDR (TYP. U.N.0) m (4) 2"x4" ATTIC POST TO . — 00 \ HATGHI UPSET 5M. A OOM z A-30 I 42. !.F. O O BATHROOM #3 LAUNDRY/ ! --- 100.0 S.F. z O G 05ET D N 2"xI0" G.J. Q j1d) 46,7 S.F. Z�xOPEN TO ® I6" O.G. (2) 2"xb" POSTvvBENEATH P05T , f -BELOW ® N (3) 2"x4" POST A 3 x BENEATH POST TO RIDGE TO RIDE j m (2) 2"xa" HDR l (2) 2'xa" HDR I crn 0 ( i O N _ -- I =1 w rpn11 BEDROOM #4 s (2) 2 xb P05T TO '� U � QVALLEY i — Ix _ w vq i� PROVIDE NAILING d STRAPPIN& PER PA&E N (N &-005 M UPSET 5M. Lu 04 0 O.J. R R. ABOVE Q 11 FAMILY ROOM Z I c �I 200.5 S.F. iv w �I 2"x10" .J. ^O ® 16" O,G. 0 01 1 (5) 2"xa" HDR q(3 1.'15"x11_25" G.P. 2.0E LVL UPSET SM. � � - - .,:, , `,. ' PROJECT: BENEATH POSTS TO RIDES (5) 2"xb" D ( I POS X p POST TO ? R OYA LTO N ROW i UPSET 5M. ;. UPSET SM. I (2) :2"x5" H. R _ ( LOT 2 DESIGN A a = ® I6 O.G. 7. F%6>0 IN (5) 2"xa" HDR BETWEEN POSTS ° COX NECK ROAD 77 (POSTS LOCATED ABOVE ( MATTITUCK NY 11952 FLUSH SEAMS BELOW) ,, i f L — — - - - - I D DRAWING TITLE: I? (2) 2"xb" POSTS O � TO EXTENDED HDR PROPOSED STRUCTURAL PLAN I i i I I PAGE: � o S-102m0l N DATE: 04/29/22 14 OF 16 0 AP M a o � n 0 374©5 �O F OF t4 PROPOSED SEOONr1 ) FLOOR 57RUOTURAL. FLAN 50ALE: 114" __ P-0" OEI ` ERAL Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W f WOOD FRAME (L.O. 5TL. LLI EX15TINO TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L-6. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �— F05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) >- O H Z STRUCTURAL PLAN NOTES Q O51NOLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 0 m ACROSS MULTIPLE SPANS. PROVIDE= SPLICES DIRECTLY - =! J 4 p 'J 00 ABOVE INDICATED POSTS. FLOOR -1015T REINFORCEMENT:_ m O B O O.G. SPAN RATING Z PROVIDE OS 2 ( ) REINFORCEMENT AT EACH JOIST, A" THK. x II-71/5" HIOH x 24" LONGCENTERED J ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD W "PL Q Z H PREMIUM" GLUE (OR EQUAL) d 5" N6%IL5 ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. V- L J N Co FLOOR J015T REINFORCEMENT:_ Lo w TA O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST, THK. x 11-1/8 HIGH x 24 LONG, CENTERED BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH e-IJO SIDES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 5" NAILS ® 5" LLl O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. I w OLOAD BEARING WALL W/ REINFORCED F.J. BELOW: A5 INDICATED BY HATCHING ( W TYP. 5TL. COL.: 5 U 3-1/2" O.D. 50H 40 HOT DIP 6ALV. 5TL. COL. (ASTM A10) m 4 ~_ Q O BY51M5STEEL (OR EQUAL) N B - - - - - - � B Op — — - - - - - - - - - - - I 4"x3" ALUM. Q J015T HANGERS (WOOD FLUSH/�JPSET BEAM): m 2"x5" R.R. DOWNSPOUT DOWN F' PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH Q I I ® Ib" O.G. S F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS � D B — — — — — — — — — — — — — — — — — ® 6RADE ( � (T-el-) - - - J = - - - - - - - - - - � - - - O -1015T HANGERS (WOOD FLUSH/UPSET BEAM): I PROVIDE SIMP50N MIU5.56/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 5 JOIST HANGERS (WOOD FLUSH/UPSET BEAM): 2 xb R.R. ® Ib O.G. PROVIDE 5IMP50N MIU2.5'7/11 FACE MOUNT HANGER ® EACH (BELOW) I I n F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS 6:12 PITCH '1.5:12 PITCH m I m I m HEADER POST FRAMING NOTE: - - - - —I I2'x10 R.R. I �-- - - - - - - - - - - - - - - - - � POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW _ _ — — — — — — I (5) 2"x4" POST _ _ _ _ _ _ _ _ _ _ _ _ _ _ STANDARD FRAMING GRAPHIC ON PAGE 6-005 UNLF-55 ® 16 O.G. TO RIDGE NOTED OTHERWISE • I I I II I I II II O O G o x 2"x5" ry I m x co Ir Vi PROVIDE FRAMING I N EXTENDING TO R.R. H < I I I U. (5) 2"x4" I ABOVE BM. BELOW w O P05T TO1 (5) 2"xb" I I Z fo I I Q RIDGE POST TO II a V I Q RIDGES d I (2) 2"xb" P05T (2) 2"x12" RIDGE (2) 1.15"x11.25" O.P. ZOE LVL RIDGE VALLEYS I I TO RIDGE w;p � � I Z SIMP30NU210-5X — — — — — — — — — — — — — — — — — ® M — — — _ m SKEWED HANGER — — — — — — — — — — — — — — — — Q w w o it 0 I 1 � �ATTIG IC HATCH I I 113 I _ RHEEM 115,0 O BTU OAS FURNACE MODEL _ — * I (2) 1.15x11.25" G.P. 2.0E LVL RIDGE I I U �i V P� I R� V I I U a V a p NO. W95T A _ _ _OR EQUAL) �(- v� OdJ.0 I I a dJ _� I I I rl I (5) 2 xb 2x5' R.R. \ � ®'Ib" O.G. I N ® I I O I N ® I I ° I I R�6E ° CN rn a I (OVERLAY) ,; I I - I �p I I a N N it I I P05T TO (2) 2"xb" I C�"Y�- Q� p v R� O I O F-F `ryjlry Q ry ® RIDGE I POST TO I „ 0 ,0 a `0 I (POST TO Q R (5) 2"x12" RIDGE I (5) 2"xil2" RIDGE RIDGE I ®fib" O.G. (OVERLAY) x I ® i I RIDGE PROJECT: L - - _ �- - - - -J1- - - _o X - -_______ - - - - - - - - \LOAC,) ROYALTON ROW 0 � d) o,� i �� 0� I I LOT 2 DESIGN A VDOWN POU DOWN I I I I I- COX NECK ROAD TO SPLASH GUARD I 2'x5' R.R. ( 2'x8 R.R. ® Ib O.G. Lu ® Ib O.G. 2x5 R.R. MATTITUCK NY 11952 „ o ® GRADE (7YP.) I I I I �—� � PROVIDE, NAILING d STRAPPING I O ® Ib' O.G. f 9:12 PITCH I 15:12 PITCH Q PER PAGE 6-005 FROM R.R. d G.J. T HDR/UPSET BM. BELOW 12.5:12 PITCH 14:12 PITCH — — — — — -- — — — _ — I X I 14:1 H DRAWING TITLE: 2'x5" R.R. I I (5) 2x4 N I I FRAMING FROM ® O.GPOSTS TOHDR BELOW TO PROPOSED STRUCTURAL PLAN Q m (BELOW) I I i t RIDGES w w I .\ V i „ „ ! " I I EXTEND TO R.R. 2x8 R.R. 2'x5 R.R. ® I6" O.G. 0I6" O.G. 2"x&" R.R. Q-0.r 2"x5" R.R. I p< � L — — — — — — — — — J - ® Ib" o.C. x ry ® I6" o.G. Q} ® 8 — �-- — _ - - - - = B O x I >u� a Q d (V I w It 1— - - —1 m m i I I PAGE: I ry B I— - - - - - - - � - -1 El S-103m0l I _C21 I.-15 CURVED LVL BM. 21Ix5" R.R. (2) 2"xb" ® 16" O.G. POSTS TO RIDGES DATE: 04/29/22 15 OF 16 v m �,��FtED A�C'yi t AGS 60 t.► FROFCSE17 ROOF STRUCTURAL PLAN N' 03©'3 SCALE: I/4" = I'-O" FIN a. Q D W W J Q 4" FRESH AIR VENT L THROUGH ROOF _J U Q I 0- I Z 0 I I Z 5ATHR00M#4 5ATHR00M#2 I BATHR00M#5 Q � LAUNDRY W 00 > O ---r —T -- j 2"j 2"I 1 I 2�1 I2.. I I Z d� r-- "I I 21 I I I I I I I 2 11 2 I r rl 24 2" 1 I I 1 I I .B 1 1 1 1 PROVIDE "ABESGO FP200 FR 1 Z .B 12" 1 B I .B j 12" 12" 1 .B I I I I EXPANDING FOAM" (OR EQUAL) II 1 I II I AT ALL PENETRATIONS IN FIRE tu I I RATED WALLS AND i a Z 1 14" 1 yy� �j N 1 1- I- I FLOORS/GEILIN65. PRODUCT V" L J I5HOWER i I ISHOWER 12 CONFORMS TO A5TM E 814, 1�B 1 rUJ$ 1 I WASHER ASTM E 84, AND UL 14'19 G.O. 2 2 2 1 2 5 G.O. rl J POWDER ROOM KITCHEN BATHROOM#I OTE: W 2 ____— _ ALL PLUMBING WORK ' __ _ 2" SHALL CONFORM TO _ LOCAL PLUMBING CODE -r---_�_ 1211 „I 2" U 1 I 1 W 2 r —T— 1 2 :211 1 GLEAN OUT f- 3" I .B I 2 i i 5 i B I B I 1211 AS REG2'D U a. 1 C) J Wim. W G I PROVIDE F.A.I. I- " I 4, I-4" I_ jsHOWER Q I DW G.O. G.O. a� 4" 4" HOUSE k MAIN DRAIN G.O. Q z 411 w TO SEPTIC. 2ND w 5Y5TEM FLOOR 0 FURN. fA NOTE: LAUNDRY ALL PLUMBING FUEL GAS WORK O OO SHALL CONFORM 0 TO LOCAL = FLUMB I NO RISER - r7)RA I N / NASTE / VENT Q PLUMBING GORE a Q zO FUEL OAS pp U � _ PIPING PENETRATION5: 0 1. PROVIDE 'ABE500 FP200 FR DRYER — EXPANDING FOAM" (OR EQUAL) Z AT ALL PENETRATIONS AT WALLS N AND FLOOR5/GEILIN65. u- 2. 2.PRODUCT CONFORMS TO ASTM E 514, A5TM E 64, AND UL 14.79 Q C3 Z KITCHEN GREAT ROOM O O � � m N 6A5 `Z FIREPLACE VENT O RANGE U m m REGULATOR j V ° N Q GAS SUPPLY-/ H 04 TO GA5 Y* ROOM MAIN PROJECT: � m Lu BATHROOM#4 BATHROOM#2 5ATHR00M#5 LAUNDRY 4 R OYA LTO N R O W [A A LOT 2 DESIGN A ALL PLUMBING WORK IST IY SHALL CONFORM TO FLOOR FURN. 13 Q4�� LOCAL PLUMBING GODS X K ; ► \/ , I �/ qa Qa ! I �/ ; I Qa qi COX NECK ROAD w XI I� �i 'v w.G. U w.G. U QI IX vi IX 3i � 3i Ix vi i� vi 7337I� w.G. U �i iU LEGEND MATTITUCK NY 11952 0 IT I 1= IT - I= 0: 1� �: IT IT _ I v: IT 1 _ HOT WATER a NI i'ry SHOWER ryi :N m m \+! Iry Q, iN N1 iry TUB N1 Iry SHOWER Q! iry �! iNN! �� TUB m WASHERI-------� SUPPLY CAS RISER - SUFFL.Y ---------- -----=------=-- ---- -�----' ------; --------- --- --: ---------=--------�-:- �..—.._.. GOLD WATER DRAWING TITLE: �..—..—..—..—.._..— ..—..—..ply—..—.._.. I _.. y.._.._.. y--..—.. .—..—.._..—..qty—..—..—..—..—..—..—��y—..—.. y.—.. ..—..—..—..—..—..ply.—..--.—..—..—..�.. SUPPLY PONDER LE: NT5 PLUMBING RISER DIAGRAMS ROOM KITCHEN BATHROOM#1 I I 1 � PROVIDE "ABE5G0 FP200 FR GAS RISER DIAGRAM I EXPANDING FOAM" (OR EQUAL) I j AT ALL PENETRATIONS IN FIRE I RATED WALLS AND I I FLOORS/GEILIN65. PRODUCT O I CONFORMS To A5TM E 814, IL Q4 I q4 q4 1 ! A5TM E 84, AND UL 1479 PAGE: IK = VI i W.G. v� I - W.G. vl 1= vl IT j : I � - I I= -cw � - I_ I V: 3A.0l.Sol. c\VI 1N m n. IN nl (SNI 1cV t\VI IcV NI IN SHOWER I j I ! MEGH. DATE: 04/29/22 16 OF 16 I ROOM II TO STREET I WATER MAIN I + Lu I . opt a o d (P Y .A 37448 y44 SOF NES FLUME31 N RISER - SUPPLY G