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HomeMy WebLinkAbout46043-Z 1s�SUFFoc • ¢v�o�0 coGyc Town of Southold 3/17/2022 0 P.O.Box 1179 _ '� 53095 Main Rd �.fj01 �aoA+A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42919 Date: 3/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 260 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/17/2021 pursuant to which Building Permit No. 46043 dated 4/7/2021 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 masonry patio, rear covered masonry patio, rear partially covered masonry patio, second floor balcony and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0177 2/8/2022 ELECTRICAL CERTIFICATE NO. 46043 1/25/2022 PLUMBERS CERTIFICATION DATED 1/26/2022 R and Ca rella 0A th ri d Signature �S�EFo K� TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46043 Date: 4/7/2021 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: _ 260 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.40 Pursuant to application dated 3/17/2021 and approved by the Building Inspector. To expire on 10/7/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,837.20 CO-NEW DWELLING $50.00 Total: $2,887.20 B'wfding Inspector o��OF SOUryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 260 Royalton Row LOT 11 city:Mattituck st: NY zip: 11952 Building Permit* 46043 Section: 113 Block: 7 Lot: 19.4 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 $7 Ceiling Fixtures 13 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 24 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 79 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt G3S Ceiling Fan Combo Smoke/CO 4 Transfer 200A UC Lights 16' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect 3 Switches 6$ 4'LED 4 Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge, Septic Disco, Floor Heat (4), 200A Panel 42 Circuit/ 34 Used Notes: New Two Story Unfinished Basement Inspector Signature: Q _ Date: January 25, 2022 S.Devlin-Cert Electrical Compliance Form o,\0 soUT,I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTH®LD CERTIFICATION Date:--J- Building Permit No. ate:__J-l3uildingPermitNo. Lot l l2-too Owner: �Gi,((Gt-hrno- Otp-+a l (Please priest) Plumber- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r � l /IfJ f (Plum ers sgnature) Sworn to before me this � E7 day of J G'�^ , 20 aZ Notary Public, County /V\C'A�Ke►-� 7KhPq s � (c,v A-\) C,f lv6,sf A,\A At" o d i C �2 q� �S fjf so bol TOWN OF SOUTHOLD BUILDING DEPT. courm N 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: o 5'� o t DATE INSPECTOR �o�apFSO!/Tyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °y ouxn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)' [ ] CODE VIOLATION [ ] PRE C/O REMARKS: :.jrwo 5-mj2y DATE INSPECTOR.. pF softzo� TOWN OF SOUTHOLD BUILDING DEPT. ��courm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] �ATION/CAULKING [ ] FRAMING/STRAPPING [�J $61NAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O REMARKS: t LAAVI� Sl r h S o - �s� P(L4Mb� J&4,ko -6 Ign k24 4&- (0a V� DATE 2` �Z� INSPECTOR pOF SOGTyO6 leo4 TOWN' OF SOUTHO- LD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] .ROUGH PL"BG. ] FOUNDATION 2ND [ V ] I P SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 4-0/ [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION- FIRE NSPECTION-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .�i no 5je16& cz t� DATE l INSPECTOR Of SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ' [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ,�1tiQ�C _ [ ] FIREPLACE & CHIMNEY [ " ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O V REMARKS: 1"� `>_ V l ." DATE 2Z INSPECTOR 7,�0222 PayV411cm P,,zw'Lot I'l 2e,o riuYattull Ra�v MA 4,11tuck4 NY 1-195Z To Whoril It May Concern. SOSAd on my inspWlon at 260 Raya.lion Pow,Ow rough plurnblq Erild thermal 43frier Wid rue WWWtan kmembly for the floors were installed per NYS Ouil(Hag Code. Meow contact avroffke If you have any questions. Thank,you, Anthony,Poq.'�loi RA%LEED AIP SD AF�C Z� OF N NN -2 G u,r c T I) rj cl ��by3 Royalton Row— Lot 11 Tax Map #: 1000-113-07-19.40 Foundation: �r�— — V- -A ,,. Framing: � D J l' ^ ? P022 r:r .rNr�r nr, ....,moi.:.. _ ".�F•!" ,-ra,_ ^.,T Insulation &Caulking: A :1 NOR �• WILDING DEPT. TOWN OF SOUTHOLD l �3 �r Rough Plumbing: `� � t.aA�iMt � `• x -` Y %`� t Building Envelope and Duct Tightness Report 2018 MCC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 260 Royalton Row,Mattituck NY 11952 Test Date 1/25/2022 Building Permit#:_ 46043 Compliance Pathway Performance Test Completed by j: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# ' Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume Conditioned Basement Basement 1999 19990 ❑Conditioned Crawl space 1St 1986 17874 2 sealed Attic 2nd 1836 18360 'The conditioned floor area of dwelling is calculated in 3rd 0 accord a wit NSI 2765,except that conditioned floor Attic 1 18381 are,p4ncludes are s where the ceiling height is less than 5 Total Volume 74605 CFM50 a @ p 2771 Air changes/hr@50 a 2.23 Code Compliance: Pass Duct Tightness: Post Constructio Te - otal Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space . Floor Area Leakage CFM @ 25pa NIA CFIW 100 ftz CFA NIA Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/1.00 ft2 CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. F Signature: Date•. 1/25/2022 Christopher Silvia,Rome�l'lnergy Solutions e 4 �E 1 Firc-3-Rated Assembly lor Unfinished Ce-ding I 0 TRIF CE Sc u OPEN JOIST rSr i The fire-rated solution - for unfinished ceilingLP TRIFORCE0meets, the 2,015/2018 As concerns grolw over fire performance, an increasing number of states are requiring that first floor framing meets the R302.13 - 11 IRC R302.13 Fire protection of floors of the 2015/2018 International Residential Code'- (IRC). IAIISHED —7 The 2015/2018 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 to expensive options. With TRIFORCEO open joist, builders can now meet both fire U iform ._ 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). U E S Now builders can again enjoy the benefits of a high quality engineered floor system without costs additions such as drywall ceilings or sprinkler systems., TM See the TRIFORCE"'evaluation report at: www.iapmoes.org/EvatuationReports BUILT BY Barre lI e TIF®RCF° open joist meets IRC floor fire-protection code for unfinished ceilings • Trimmable atone end Finger jointed - No ,metal connectors • Made-to-stock • And all the benefits of art open joist! v "� � - �. _ �•&* xy 05 05 A ra {i R td dal a 1 Y�aS z5k fez. 1 P-�'r ' + �- a i l 'w J i n,�v ,c vets-X12k In compliance with Exception 4 to 3 G Section R302.13 of the 2015/2018 IRC TRIFORCE�open joist has been evaluated for equivalent 3/8"x 1"x 15 or 16 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'), when installed as follow: above, it may'be attached with a Y}" to 3/8" bead in a «Z pattern» of PL400 structural adhesive (or equivalent) per the 1-Floor Sheathing: manufacturer's instructions. Materials and installation shall be in accordance with section Detail A: R503 of the International Residential Code'. TRIF®RCE®trimmable end protection 2" 2-TRIFORCE5' open oist: 2"I Equivalent performance and qualification as Exception 4 is certified in IAPMO UES ER-539. i, - �' � �-,, • , S 3-Trimmable end protection: TRIFORCE'open joist to be clad with minimum 1/2" unrated 2" gypsum board or 19/32" wood structural panel fully covering 6 both faces of the 3/8" OSB end panel fastened with 1" nails or 1/2" unrated gypsum board or 19/32" wood structural panel screws at 6" o.c. with 2" edge spacing. See Detail A. BUILT BY ITo view the installation in detail, please Barre i download the TRIFORCE- Specifier Guide at: www.openjoisttriforce.com/fire-rated AW _ • i 6 5 infoCaojtf • ' • - CON ues 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.open8oisttriforce.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 1/8-inch-thick 06 17 53 Shop-Fabricated Wood Trusses (15.9 mm) wood structural panel membrane in accordance with Exception 4 to the 2018 and 2015 IRC Section R302.13 1.0 RECOGNITION or Section R501.3 for the 2012 IRC when installed as described in this report. The TRIFORCE® wood trusses recognized in this report, have been evaluated for equivalent fire-resistant A minimum 9%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 Intemational 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 Coder(IRC) structural panel or Y2-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 ® with the word "bottom" on the bottom flanges to assure 2.1 Use of TRIFORCE wood trusses shall comply with the provisions of the applicable codes, the manufacturer's installation is as designed.Where there is a conflict between these documents, the most restrictive provisions shall published installation instructions, and this report. Where govern,The manufacturer's installation instructions and this conflicts occur in these provisions,the most restrictive shall report shall be available at the job site during construction govern. for use by installers and quality assurance purposes. 2.2. Selection of the floor trusses for structural loading and the supporting structure shall be designed by an approved 4.0 PRODUCT DESCRIPTION structural design professional. The design professional shall provide signed and sealed calculations and drawings when 4.1 General: TRIFORCE wood trusses are prefabricated required by the building official for approval. open web floor trusses constructed of solid-sawn wood and finger-jointed Spruce-Pine-Fir(SPF)lumber.Web members 2.3 The open web trusses shall be properly braced in are connected to flanges by adhesively bonded finger joints. accordance with the installation instructions and the applicable codes. 4.1.1 Flanges: The top and bottom flanges are constructed of solid-sawn or finger jointed Spruce-Pine-Fir (SPF) 2.4 The trusses recognized in this report are produced by lumber having a minimum 2-inch-by-3-inch nominal Barrette Structural Distribution, Inc in Trois-Rivieres, dimension. Quebec,Canada. The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an allemative material,design or method of construction in order to satisfy and comply Es� with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safety,as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. 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 web:www.uniforTn-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA tsO11Ec in6s Page 1 of 3 Product Ce571on Body qA VES 1 • - 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 Performance. 4.1,3 Adhesive: The adhesive used for manufacturing the trusses complies with ASTM D2559 and qualifies under the 6.3 Engineering analysis. heat durability performance requirements of ASTM D7247. 6.4 Manufacturer's quality documentation,descriptive 5.0 IDENTIFICATION literature,and installation instructions. The bottom flange of the product is imprinted with the 7.0 STATEMENT OF RECOGNITION manufacturer's name, product name, approved inspection agency,the UES Mark of Conformity,and evaluation report This evaluation report describes the results of research number(ER-539). Either UES Mark of Conformity may be completed by IAPMO Uniform Evaluation Service on used as shown below: TRIFORCE' wood trusses to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. The wood trusses are produced at locations noted in Section 2.4 of this report A P M or UES under a quality control program with periodic inspection under the supervision of IAPMO UES. ES For additional information about this evaluation report please visit 1APM0 UES ER-539 www.uniform-es.ore or email us at info anuniform-es.orre Page 2 of 3 r . I uesE"LUATIONREPORT Number: x.539. t , 0 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.open8oisttriforce.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. TRIFORCEI wood trusses evaluated in IAPMO UES ER-539 is a satisfactory alternative to the following codes and regulations: • 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS Use of TRIFORCEI 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 wnviv.uniform-es.ore or email us at info(a�uniform-es.ore Page 3 of 3 Royalton Row'Lot 11 Design C' HVAC Load Calculations for Danial Marra Fq RLHIVAC I'IVAC LQADs Prepared By: Matthew Wynne Aberdeen.Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday,March 16,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. r, Rhvac=aResidential"&Light'Commercial HVAC Loads Elite Software Developmenf,lnc,. ` Aberdeen-Building Consulting RoyaltonRow Lot 11 Design C,' Ba' Sho�e;'NY 11706 ` Pa"e 2 Pro ect Report: Gen&dI'.Pro`ect I"formationi :.; Project Title: Royalton Row Lot 11 Design C Designed By: Matthew Wynne Project.Date: 3-16-21 Client Name: Danial Marra Company Name: , Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen Buildi ngConsulting.com Desigri Data77771 Reference City: Westhampton, New York Building Orientation: , Front door faces Northeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check`Fi ores" Total Building Supply CFM: 2,251 CFM Per Square ft.:: 0.660 Square ft. of Room Area: 3,408 Square ft. Per Ton: 593 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 BuildinLoads Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 51,739 Btuh 88 % Total Latent Gain: 6,918 Btuh 12 % Total Cooling Required Including Ventilation Air: 58,657 Btuh 4.89 Tons (Based On Sensible+Latent) 5.75 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac Residential'.&!t hfCommerctal HVAC Loads g Elite Software Develppment;anc Abertleen;6uildmg Consulting f Royalton Row Lot 11 Design G � P � ;.a-es3' Load Preview Re=ort. . Has Net Rec ft? Sen Lat Net Sen Min Min Sys Sys Sys Htg Clg Htg Clg Act Scope AED Ton Ton [Ton Area Gain Gain Gain Loss CFM CFM CFMi CFM CFM Building 4.89 5.75: 593, 3,4081 51,739, 6,918' 58,657: 71,529 894 2,251: 894' 2,251' 2,251 System 11stFI No, 2.45' 2.87 594 1,708: 25,874 3,564 29,439' 34,216i 436, 1,179' 436; 1`.';179'' 1,179 Supply-Duct Latent 1,175' 1,175 Return Duct 0 629 629 725' Zone 1 1,708 25,874 1,761 27,635, 33,491' 436 1,179, 436' 1,179 1,179 1-1 st Floor Foyer 202 3,539, 133' 3,672. 4,165 54 161' 54 ', :161, 161 2-1 st F1 Bedroom#1 293, 4,415' 187+ 4,60.2 6,275_. 82' 201' 824 201' 2.01" 3-1 st FI Parlor/Walk-in/Master Bath 212, 2,486_ 153 2,639- 3,950 51' 113 51 173' 113 4-1st FI Great Room 365; 7,648; 736 8,384' 5,754 75i 348, 75':' :348-j 348 5-1st FI Kitchen 249; 1,930' 101 2,031, 2,855- 37, 88. 37,; ` 88" 88 6-1 st A Dining Room 176 1,309 157 1,466' 3,501, 46: 60 46 60 60 7-1 st FI Mudroom/Pantry/Powder Rm 211 4,548, 294 4,842' 6,992- 91 207, 91 ; ,207 207 System 2 2nd FI No 2.43: 2.87' 592' 1,700 25,864 3,354 29,218, 37,312 458` 1,072' 458� 1,072' 1,072 Supply Duct Latent 1,162' 1,162: Return Duct 2,344 624. 2,968, 2,124' Zone 1,700' 23,520i___1,567, 25,087 35,188, 458' 1,072 458, 110721 1,072 8-2nd Floor Master Suite 573 8,927' 432; 9,359' 13,931 181 407' 181 ."`,407 407 9-2nd FI Living Room 261 j 3,602 490• 4,092, 3,357, 44' 164: 44 •„` 164 164 10 2nd FI Open To Below 160 2,625• 1431 2,768: 4,127• 54 120, 54 120' 120 11-2nd FI Bedroom#3 275, 3,592` 158, 3,750! 4,780 62 164 62 i, 164; 164 12-2nd FI Bedroom#4 227; 3,413`. 198: 3,611' 5,249 68� 155• 68 155e; 155 - -- - - 13 2nd FI Laundry/Bath#3 122' 990; 121 1 1,111 2,780' 36; 45, 36 45 45 -- - --- B - - -- - --,-- -- 14-2nd FI Hallway 82 372; 25; 397 964 131 1T 13, 17;1 17 Tuesday, March 16, 2021, 10:45 PM Rhvac'-,Residential&Light Commercial HVAC Loads _Elite Software Development,Inc. AL erdeen Building.Consulting, Royalton Row Lot 11 Design C_ [BayShore,NY 11706 . • Page 4 S stem 1 - 1st F!- Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- 54.7% 0,00030,00054.7% Diff.from Avg. (3,476 Btuh Excursion) co 20,000-- 0 m 10,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass 1.3 x Average / Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summar .'_ --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 54.7%. AED Excursion (amount by which peak exceeds 1.3 x average):3,476 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding 1.5 x baseline) This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a zoned system or provide zone control (individual, motorized,thermostatically controlled dampers)for problem rooms. Single speed equipment may not be suitable for the application. Tuesday, March 16, 2021, 10:45 PM Developgien4,Inc:; Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Aberdeen Building Consulting „ Royalton;RoW.Lot,11 Design C Ba Shore,NY 11`706 Pa e 5 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- 20,000-- 0 0,00030,00020,0000 - 52.5% Diff.from Avg. (2,229 Btuh Excursion) m 10,000- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED;Calcuiation Summary . - --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 52.5%. AED Excursion (amount by which peak exceeds 1.3 x average):2,229 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding-1.5 x baseline)This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a zoned system or, provide zone control (individual, motorized, thermostatically. controlled dampers)for problem rooms. Single speed equipment may not be suitable for the application. Tuesday, March 16, 2021, 10:45 PM Rhvac-Fiesitlential_&Light CommeicIal HVAC Loads EliteDevelop Software Develo menti-I Aberdeen Building Consulting "' RoyaltonRow Lot.1l,Desigri C. �'da ,Shore.' -1170% Total 117 Fa e 6 Total Buildin Summary-Loads : . [Con_porient. ° Area , Seri Lat Sen; Total_' Desai tion : ` Quan Loss Gaim° Gam ` Gain A .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 __ 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 92.1 1,824 0 3,710 3,710 02 .32/.40: Glazing 252 5,001 0 6,168 6,168 C .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 12.4 246 0 .478 478 B .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 77.9 1,548 0 3,104 3,104 F .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 21 417 0 923 923 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 G,.32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 J .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 60 744 0 372 372 R27 2x6:Wall-Frame, Custom, R27 Flash &Batt 2x6 2947.2 12,425 0 5,833 5,833 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1.,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 34,022 0 32,158 32,158 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 22,473 3,590 -- 10,132 13,722 Infiltration:Winter CFM: 221, Summer,CFM: 118 15,034 2,328 2,593. 4,921 Ventilation:Winter CFM: 0, Summer CFM:0 0 0 0 0 AED Excursion: _ 0 0 5,706 5,706 Total Building Load Totals: 71,529 6,918 51,739 58,657 Check,Fioures Total Building Supply CFM: 2,251 CFM Per Square ft.: 0.660 Square ft. of Room Area: 3,408 Square ft. Per Ton: 593 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 _ Buildin Loads Total Heating,Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 51,739 Btuh• 88 % Total Latent Gain: 6,918 Btuh 12 % Total Cooling Required Including Ventilation Air: 58,657 Btuh 4.89 Tons (Based On Sensible+Latent) 5.75 Tons (Based On 75%o Sensible Capacity) 'Notes ; Rhvac is an ACCA approved Manual J and Manual D computer program. . Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16; 2021, 10:45 PM Ahvac'=Hesido BMW&.Light Commercial HVAC Loads Ehte Software Development;Inc.; Aberdeen Building'GonsultingRoyaltop,Row.Lot 11`DesigdC .Ba' Shore;NY. 11706 r Ra e'7 Bqdin Bar Graph 25,000 20,000 15,000 Building {K �P � Loss 10,00071 529 xy�4 7 f, 7 s Btuh l F 5,000 s T � Isx��c 0 Floor 5% Wall 17% Door 1% Infiltration 21% Roof 4% Glass 20% Ductwork 31% 25,000 77777777 20,000 w� Y tr x 15,000 Building � F Gain 58,657 10,000 r � . Btuhu 1 5,000 3'h „ x IMP" a - Floor 2% Wall 10% Door 1% Ductwork 23% AED Excursion 10% Roof 2% Glass 40% People 4°% Infiltration 8°% Tuesday, March 16, 2021, 10:45 PM i, Rhvac Residential_&Light Commercial.HVAC Loads Elite Software Development.lnc ' Aberdeeh Building Consulting Royalton Row Lota 1:Design C_, t3a°`Shore,.NY '1:1706 Pa e:8,. S stem 1 1st FlSummary Loads Component Area Seri La#° Sen Total: Desai tion QuartLoss Gain Gafn Gain A.32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- J 42 833 0 1,299 1,299 D .32/.40: Glazing-,32/.40, u-value 0.32, SHGC 0.4 30.7 608 0 1,1.80 1,180 02 .32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40:Glazing-.32/.40,u-value 0.32, SHGC 0.4 6.2 123 0 239 239 B .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F.32/.40: Glazing-.32/.40,u-value 0.32, SHGC 0.4 21 417 0 923 923 Basic R5 door: Door-135 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash &Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 18,542 18,542 People: _ 3 6.00 690 , 1,290 Equipment: 0 0. 0 Lighting: 0 0 0 Ductwork: 7,236 1,803 1,873 3,676 Infiltration:Winter CFM: 110, Summer CFM: 59 - 7,496 1,161 1,293 2,454 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 AED Excursion: 0 0 3,476 3,476 System 1 1 st A Load Totals: 34,216 3,564 25,874 29,439 Supply CFM: 1 1,179 CFM PerSquareft.. 0.690 Square ft. of Room Area: 1,708 Square.ft. Per Ton: 594 Volume (ft3) (Above Grade): 15,374 Volume (ft3) (Total): 15,373 S-.stem Loads TotalL Heating Required Including Ventilation Air: 34,216 Btuh 34.216 MBH Total Sensible Gain: 25;874 Btuh 88 % Total Latent Gain: 3,564 Btuh 12 % Total Cooling Required Including Ventilation Air: 29,439 Btuh 2.45 Tons (Based On Sensible+Latent) 2.87 Tons (Based On 75%,Sensible Capacity) °Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. . All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. r Tuesday, March 16, 2021, 10:45 PM Rhvac'-'Residential&Light Commercial HVAC Loads Elite Software Development;.lnc Aberde6n Building Gonsultirig ` Royalton Row Lot 11 Des gn'C 6a Shore;NY 11. 06. . :'System 2 2nd FI Summary Loads -Component Area " Sen Lata, Seng. TOO "Descri tion „ ."Quan.`'`, Loss Gain. ;'�,Gairi' Gain` C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 D .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 2,530 2,530 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02.32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,606 1,606 J .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 20 248 0' 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1;231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 13,616 13,616 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 15,236 1,787 8,259 10,046 Infiltration:Winter CFM: 111, Summer CFM:59 7,538 1,167 1,300 2,467 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,229 2,229 System 2 2nd FI Load Totals: 37,312 3,354 25,864 29,218 Cfieck.Figures, Supply CFM: 1,072 CFM Per Square ft.: 0.630 Square ft. of Room Area: 1,700 Square ft. Per Ton: 592 Volume (W) (Above Grade): 15,461 Volume (W) (Total): 15,462 Total Heating Required Including Ventilation Air: 37,312 Btuh 37.312 MBH Total Sensible Gain: 25,864 Btuh 89 % Total Latent Gain: 3,354 Btuh 11 % Total Cooling Required Including Ventilation Air: 29,218 Btuh 2.43 Tons (Based On Sensible + Latent) 2.87 Tons (Based On 75%Sensible Capacity) Notes77,77 v r Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac Residential&Light Commercial.HVAC toads Elite Software Development,-Inc. Aberdeen Building Consulting Royalton Row Lot 11 Design,C Bay Shore,NY 11706 Pae 10 System 1 '1st Fl Bar Graph 10,000 8,000 rx k q J� S 6,000 System 11st Flik � w3,.. LossX 4,000 AZ", 7 34,216 Btuh � i� 1 U � �,� R� d �= 2,000 � r 5 4 0 Floor 11% Glass-25% Ductwork 21% Wall 20% Door 1% Infiltration 22% 15,000 �s F 10,000 System r 11St F1 ' Gain " -29,439 BtU11 5,000 O Floor 4% Glass 47% People 4% Infiltration 8% Wall 11% Door 1% Ductwork 12% AED Excursion 12% Tuesday, March 16, 2021, 10:45 PM" Rhvac=Residential`&Light,Commercial HVAC Loads n Elife Softinr o ai a Development,:9lnc. Aberdeen Building Consulting Raltos Row.Lot 11 Desi n G' t Y 9 Ba Shore;NY 11706 System 2 2nd FI Bar Graph 20,000 15,000 System 10,000 2 2nd FI Loss 37,312 Btuh 5,000 0 Roof 7% Glass 16% Ductwork 41% Wall 15% Door 1% Infiltration 20% 15,000 10,000 4 3F f r System 2 2nd FI _ Gain J 29,218 Btu 5,000 .�.� Tei < x Y'- 0 Roof 4% Glass 33% People 3% Infiltration 8% Wall 9% Door 0% Ductwork 34% AED Excursion 8% Tuesday, March 16, 2021, 10:45 PM ;Rhvac=Residential&Light Commercial HVAC Loads. Elite Software'Development,Inc. Aberdeen Building Consulting Royalton.Row Lot 11 Design C, Ba `Short;NY1.1706 Page,,. E ui trent Data - System 1 - 1st FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV"C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Beating System Type: Natural Gas Furnace Model: W 95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:45 PM Rhvac Residential°&Light Commercial F11/AC Loads " , `, i E(ite Software Development,Iric. Aberdeen Building"Gonsultirig " T Royalton Row,Lot 11 Design C Ba Sfiore;NY -11,; 0&', ..; Pag e,13, Eui ment Data - System 2 - 2nd FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV**C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP - AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer:- RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:45 PM rf-ffivacm Residential&Light.Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton,Row Lot.11 Design C Ba`Shore,NY 11706 P.a e 14 Manual S Performance Data - System 1 - 1st FI Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 25,874 Outdoor Wet Bulb: 71 Latent Gain: 3,564 Indoor Dry Bulb: 70 Total Gain: 29,439 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 960 Entering Dry Bulb: 70 Entering Wet Bulb: 58.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34,216 Indoor Dry Bulb: 72 Entering Dry Bulb: 70.5 Indoor RH: 30 Supply Airflow: 436 Equipment Performance DaWat S stern Design Conditions -° Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 25,874 139% Latent Capacity: 12,000 3,564 337% Total Capacity: 48,000 29,439 163% Heating: Model Type: Natural Gas Furnace, Model: W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 34,216 316% Tuesday, March 16, 2021, 10:45 PM filvac Residential&L�ghf Commerc�al,HVAC Loads Ehte Software Development;Inc;; een Budding Consulting Aberd } s Royalton Raw Lot 11 Design C; Ba Shore;NY 71.706. :.,.,. 5 Pa`e;,1.6; Manual S Performance Data - System 2 2nd F1 Loads arid Desi n-Condi#tons='s Cooling: Outdoor Dry Bulb: 90 Sensible Gain: 25,864 Outdoor Wet Bulb: 71 Latent Gain: 3,354 Indoor Dry Bulb: 70 Total Gain: 29,218 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 1,007 Entering Dry Bulb: 72.1 Entering Wet Bulb: 59.4 Pleating: Outdoor Dry Bulb: 10 Sensible Loss: 37,312 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.8 Indoor RH: 30 Supply Airflow: 458 E `ui merit Ferfomance;Data"at System:Design"Condtions• Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 25,864 139% Latent Capacity: 12,000 3,354 358% Total Capacity: .48,000 29,218 164% Heating: Model Type: Natural Gas Furnace, Model:W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 37,312 289% Tuesday, March 16, 2021, 10:45 PM Rhyac-Res!dential&-Light Commercial HVAC Lo-ad s Ehte:Software Development,lnc;: Aberdeen Building Consulting.: r': Royalto Design G B'a' Shore,NY:11706 n Row Lot i i age-1 6�: S stem 1 - 1-lour/ Room Not Gain System 1 Hourly Room Net Gain 12,000 ...:..................... ................:.............:..............................:........... 11,000 ..........:... ....................... .......................................................... � 10,000 .................................................... 9,000 ... ............................................ .............• 8,000 .. ............................. .... ....... ............... .................. 7,000 .... ...... ................. ........a.................,................ .............. ......... 6,000 ............ .............. . ......................... 5,000--... .... ...... ........................... :. ........... ................................. ... 4,000 .... ...... ................................ 3,000 ....... ........... 2,000 ......................................... ............ .................................. 1,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 1 st Floor Foyer(590/6) 1 st A Bedroom#1 (580/6) 1 st R Parlor/ W alk-in/ Master Bath(450/4 1 st R Great Room(560/4 1 st R Kitchen(450/6) �— 1 st FI Dining Room(150/4 1 st R Mudroom/ Pantry/ Powder Rm(42%) Note:Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16,2021, 10:45 PM R„vac Residential&Light^Commercial HVAC Loads s '; kid r vt ;+�El�te Software Development;lnc Abertleen Building Consulting x F3oyaftorr Row Lof 11 Design C Ba"Shore,NY-11.706 r Pa"e i 7 Sy 2 = Hourl Room IVet::Gam System 2 Hourly Room Net Gain 13,000 12,000 ................ ................... ...... ...... ...... . 11,000...... ..................................:. .................... 10,000........... .� ....... . 9,000 ... ........................................................................... ................... 8,000 ....................1.:,.... t7,000 ..........,................................•------ 6,000 ..................... 5,000 ........._......................................... 4,000 ............................................ 3,000 --- "...... ..... ............... 2,000 ... ...... .................................:................. ................................... 1,000— ....... 0 8 am 9 am 10 am 11 am 12 pm 1-Pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 2nd Floor Master Suite(43o/4 _ 2nd R Living Room(35°/a 2nd Fl Open To Below(40P/4 2nd R Bedroom#3(431/4 ®i( 2nd FI Bedroom#4(370%) �— 2nd FI Laundry/ Bath#3(89/q) �® 2nd FI Hallway(09/q) Note:Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16, 2021, 10:45 PM Rhvac.-:Residential-&Light:Commercial HVAC Loads Elite_Software Depelopment In Aberdeen Building Consulting_ Royaito Design,G.; ri Row Lotti i Ba'.rShore;-`NY;11706, a e i8: 1. S stem 1, Zone 1 Summary Loads (Average Load Procedure-for Rooms" - Component . ".Ar "a, Sen Lal.` Sen" Total. Desai tion. _ Quan ss Gain -Gain :' ' Gain A.32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40:Glazing- 42 833 0 1,299 1,299 D :32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 30.7 608 0 1,180 1,180 02 .32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239 B .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 3,168 3,168 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F.3.2/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 21 417 0 923 923 Basic R5 door: Door-135 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 18,542 18,542 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,511 0 1,873 1,873 Infiltration:Winter CFM: 110, Summer CFM:.59 7,496 1,161 1,293 2,454 System 1, Zone 1 Load Totals: 33,491 1,761 25,874 27,635 Check I.At ores'. Supply CFM. 1,179 CFM Per Square ft.. 0.690 Square ft. of Room Area: 1,708 Square ft. Per Ton: 680 Volume (W) (Above Grade): 15,374 Volume(ft3) (Total): 15,373 Zone'Loads - Total Heating Required: 33,491 Btuh 33.491 MBH Total Sensible Gain: 25,874 Btuh 94 % Total Latent Gain: 1,761 Btuh 6 % Total Cooling Required: 27,635 Btuh 2.30 Tons (Based On Sensible+Latent) 2.51 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16,2021, 10:45 PIN Rhyac'Ads dential:&Light Commercial HVAC Loads Ehte Software Developmenti:Inc., Aberdeen Building Consulting Rovalton Row L'ot 11 Design C Ba Shore;NY,11706.. s :F.:. : +f?a a 19 S stein 2 Zone 1 Summary Loads Avera° eLoad Procedure for Rooms) , 'Component ;Area Sen Laf Serf Total Description ;•, . Duan `F LossGam ,Gain Gairi C .32/.40:.Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 239 239- D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 . 1,216 0 2,530 2,530 H .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 ,I .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02 .32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/.40., u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40:Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,606 1,606 J .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door- 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash &Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck(roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 13,616 13,616 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 13,112 0 5,915 5,915 Infiltration:Winter CFM: 111, Summer CFM: 59 7,538 1,167 1,300 2,467 System 2,Zone 1 Load Totals: 351188 1,567 23,520 25,087 Supply CFM: 1,072 CFM Per Square ft.: 0.630 Square ft. of Room Area: 1,700 Square ft. Per Ton: 741 Volume(ft3) (Above Grade): 15,461 Volume (ft3) (Total): 15,462 Zone Loads Total Heating Required: .35,188 Btuh 35.188 MBH Total Sensible Gain: 23,520 Btuh 94 -% Total Latent Gain: 1,567 Btuh 6 % Total Cooling Required: 25,087 Btuh 2.09 Tons (Based On Sensible+ Latent) 2.30 Tons (Based On 75%Sensible Capacity) Notes - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 11 Design C Bay Shore,NY 11706 Page 20 System 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1, Zone Loss 4,000 33,491 Btuh 2,000 0 Floor 11% Glass 25% Ductwork 19% Wall 20% Door 1% Infiltration 22% 15,000 10,000 :Y , �A2rre SystemF. 1 ZoneK Gain 27,635 5,000 Btuh � J y 0 Floor 4% Glass 50% People 5% Infiltration 9% Wall 12% Door 1% Ductwork 7% AED Excursion 13% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light CommerciaLNVAC Loads` '` Ette Software.'Devetopment,lnc: Aberdeen.Building Consulting ;Royalton`Row Lot 11 Design C Bay Shore,NY 11706 Pa e 21 System 2, Zone 1 Bar Gra h 15,000 10,000 System 2, Zone 1 Loss ; y . 35,188 5,000 ' Btuh 0 Roof 7% Glass 17% Ductwork 37% Wall 16% Door 1% Infiltration 21% 10,000 _hvY 4 8,000 System 6,000 2 Zoneh Gain 4,000 25,087 Btuh 2,000 ry; 0 Roof 5% Glass 38% People 3% Infiltration 10% Wall 11% Door 0% Ductwork 24% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM ;Rhvac-;Residential_&-Light Commercial-HVAC Loads" = Elite Software:Development,Inc., Aberdeeri:Building Consulting " ' Royalton;Row Lot 1.1 Design C BAY Shore','NY 11706 Page 22. Detailed Room Loads - Room 1 -'1st Floor Foyer .(Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 202.0 sq.ft. Supply-Air: 161 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 1,818 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 591 ft./min. Percent of Supply: 0 % Runout Air Velocity: 591 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.290 in.wg./100 ft. Actual Summer Infil.: 7 CFM 4teirnArea -U- ,Htg Sen Cig Lat , Sen Description . 'Quantit' - Value 'HTM Loss ' HTM 'Gain Gain NE-Wall-R27 2x6 12'X 9 66 0.068 4.2 278 2.0 0 131 NW-Wall-R27 2x6 5.9 X 9 40.6 0.068 4.2 171 2.0 0 80 SE-Wall-R27 2x6 8.4 X 9 63.1 0.068 4.2 266 2.0 0 125 NW-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 30.9 0 392 'SE-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 38.4 0 487 NE-GIs-01 .32/.40 shgc-0.4 0%S 42 0.320 19.8 833 30.9 0 1,299 Floor-R30 2x10 12 X 16.8 202 0.040 2.2 448 0.7 0 145 Subtotals for Structure: 2,498 0 2,659 Infil.:Win.: 12.6, Sum.:6.7 237 3.616 857 0.624 133 148 Ductwork: 810 256 AED Excursion: 475 Room Totals: 4,165 133 3,539 Tuesday, March 16, 2021, 10:45 PM Development,Inc. Rhvac-Residential&Light Commercial HVAC Loads Eli#e Software Aberdeen Building Consulting ; : z Royalton'Row Lot 11-Desion C Ba Shore;NY 11706" Pa a 23� Detailed Room Loads - Room 2 - 1st F1 Bedroom #) (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.1 ft. System Number: 1 Room Width: 19.4 ft. Zone Number: 1 Area: 292.9 sq.ft. Supply Air: 201 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: - 2,636 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 101 ' CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 0 % Runout Air Velocity: 512 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.169 in.wg./100 ft. Actual Summer Infil.: 9 CFM item' Htg Area- t Son Description Quantity, Vale HTM Loss, n _M Gain Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 NW-Wall-R27 2x6 2.6 X 9 23.2 0.068 4.2 98 2.0 0 46 SE-Wall-1327 2x6 15.1 X 9 105.1 0.068 4.2 443 2.0 0 208 SE-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 38.4 0 1,180 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 1.7.5 0 1,470 Floor-R30 2x10 19.4 X 15.1 292.9 0.040 2.2 650 0.7 0 210 Subtotals for Structure: 3,849 . 0 3,294 Infil.:Win.: 17.7, Sum.:9.5 334 3.614 1,206 0.623 187 208 Ductwork: 1,220 320 AED Excursion: 593 Room Totals: 6,275 187 4,415 Tuesday, March 16, 2021, 10:45 PM Rhvac-.Residential&-Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 11 Desion C Ba`:Shore,NY 11706 Pa e•24, Detailed Room Loads - Room'3 - 1st Fl Parlor/,Walk-in/Master Bath-(Average Load-Procedure General Calculation Mode: Htg. &clg. ; Occurrences: 1 Room Length: 10.9' ft. System Number: 1 Room Width: 19.4 ft: Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,908 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 57 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 649 ft./min. Percent of Supply: 0 '% Runout Air Velocity: 649 .ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.477 in.wg./100 ft. ---.Actual Summer Infil.-' 8 CFM 'Item-. - Area U Htg Sen Clg Lat_ Sen Description _ t. 'Quantity Value HTM Loss' _ ",HTM• Gain Gain NE-Wall-R27 2x6 19.4 X 9 144.3 0.068 4.2 608 2.0 0 ' 285• SE-Wall-R27 2x6 10.9 X 9 _ 92 0.068 4.2 388 2.0 0 182 SE-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 .19.8 123 38.4, 0. 239 NE-GIs-B .32/.40 shgc-0.4 0%S (2) 30.5. 0.320 19.8 606 31.0 0 944 Floor-R30 2x10 19.4 X 10.9 212 0.040 2.2 470 0.7 0 152 Subtotals for Structure: 2,195 0 1,802 Infil.:Win.: 14.5, Sum.:7.8 273 3.615 987 0.623 153 170 Ductwork: 768 180 AED Excursion: 334 Room Totals: 3,950 153 2,486 Tuesday, March 16, 2021, 10:45 PM Rhvac Residential&Light-Commercial HVAC Loads t �, ��� Elite Software Deuelopmerit Inc: Aberdeen Building Consulting Royalton Row Lot 11 Desgn,'.C; Ba`,Shore:NY,1170 Fa &25 Detailed Room Loads - Room 4 - 1st FI Great Room Average Load Procedure General•' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 365.0 sq.ft. Supply Air: 348 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.4 AC/hr . Volume: 3,285 cu.ft. Req. Vent. dig: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 639 ft./min. Percent of Supply: 0 % Runout Air Velocity: 639.ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.338 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area.. 11= Htg Sen Clg Lat Descri tion Quanti, Va{ue` :;HTMfs,°o Loss HTM Gain-,'_ . Gain, SW-Wall-R27 2x6 27 X 9 120 0.068 4.2 506 2.0 0 238 SW-GIs-E .32/.40 shgc-0.4 0%S (2) 39 0.320 19.8 774 38.4 0 1,498 SW-GIs-02 .32/.40 shgc-0.4 0%S 84 0.320 19.8 1,667 38.4 0 3,228 Floor-1330 2x10 365 X 1 365 0.040 2.2 810 0.7 0 261 Subtotals for Structure: 3,757 0 5,225 Infil.:Win.: 12.9, Sum.: 6.9 243 3.613 878 0.626 136 152 Ductwork: 1,119 554 AED Excursion: 1,028 People:200 lat/per, 230 sen/per: 3 600 690 Room Totals: 5,754 736 7,648 S Tuesday, March 16, 2021, 10:45 PM Rhvac-•Residential&Light Commercial HVAC Loads Elite Software;Development,Inc.. Aberdeen Building�Consultind Royalton Row Lotti 1.Design C `.Ba'Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - 1st FI Kitchen (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 249.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 2,241 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 645 ft./min. Percent of Supply: 0 % Runout Air Velocity: 645 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.344 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item°.. Area - -U- Ht Sen CI Lat Sen g 9 Desai tion, Quantity - Value' -HTM; Losse 7 HTM, ` Gain Gain W -Wall-R27 2x6 18.1 X 9 142.1 0.068 4.2 599 2.0 0 281 S-Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 W -GIs-F .32/.40 shgc-0.4 0%S 21 0.320 19.8 417 44.0 0 923 Floor-R30 2x10 249 X 1 249 0.040 2.2 553 0.7 0 178 Subtotals for Structure: 1,645 0 1,418 Infil.: Win.: 9.6, Sum.:5.1 181 3.616 655 0.624 101 113 Ductwork: 555 140 AED Excursion: 259 Room Totals: 2,855 101 1,930 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&°Light,Commercial;HVAC Loads' ,Elite Software Development;Inc; Aberdeen Building Consulting ";Royalton Row Lot 11 Design C Ba Shore;.NY 11 Z�6 Page 2T Detailed Room Loads Room 6 - 1st F1 Dining RoomAvera 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: 176.0 sq.ft. Supply Air: 60 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,584 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 683 ft./min. Percent of Supply: 0 % Runout Air Velocity: 683 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.528 in.wg./100 ft. Actual Summer Infil.: 8 CFM It Area: -U :.. Htg Sen_ Glg ; , Lat Description QuantityValue „HTM Loss HTM Gain Gain N -Wail-R27 2x6 22 X 9 182.8 0.068 4.2 770 2.0 0 362 E-Wall-R27 2x6 5.7 X 9 51 0.068 4.2 215 2.0 0 101 NE-Wall-1327 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N -GIs-B .32/.40 shgc-0.4 100%S 15.2 0.320 19.8 303 14.0 0 214 Floor-R30 2x10 176 X 1 176 0.040 2.2 391 0.7 0 126 Subtotals for Structure: 1,809. 0 864 Infil.:Win.: 14.9, Sum.:8.0 280 3.614 1,011 0.622 157 174 Ductwork: 681 95 AED Excursion: 176 Room Totals: 3,501 157 1,309 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light.Commercial HVAC Loads' Elite;Software Development,Inc: Aberdeen'Building Consulting ::• Royalton Row Lot 11.Design C Ba Shore,NY 11706' Pa a 28 Detailed Room Loads.-_Room 77. 1 st;Fl Mudroom/Pantry/Powder Rm (Average - Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 25.9 ft. Zone Number: 1 Area: . 211.3 sq.ft.. Supply Air: 207 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6,5 AC/hr Volume: 1,902 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: .0 % Runout Air Velocity: 528. ft./min. Actual Winter.lnfil.:. 28 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -U- Htg - Sen .Clg Lat. Sen .Description 'QuantityValue HTM Loss HTM Gain Gain . W Wall-R27 2x6 25.9 X 9 187.1 0.068 4.2 ., 789 2.0 0 370 N-Wall-R27 2x6 8.2 X 9 53.5 0.068 4.2 226 2.0 0 106 E-Wall-R27 2x6 24.4 X 9 199.8 0.068 4.2 842 2.0 0 395 N -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 E -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 W-GIs-B .32/.40 shgc-0.4 0%oS (3) 45.7 0:320 19.8 909 43.9 0 2,010, Floor-1130 2x10 25.9 X 8.2 211.3 0.040 2.2 469 0.7 0 151 Subtotals for Structure: 3,731 0 3,280 Infil.:Win.:28.0, Sum.: 15.0 526 3.615 1,902 0.623 294 328 Ductwork: 1,359 329 AED Excursion: 611 Room Totals: 6,992 294 4,548 Tuesday, March 16,-2021, 10:45 PM Rhvac-Residential-&:Light Commercial HVAC Loads Elite software Development,Inc. .Aberdeen Building Consulting Royalton.Row Lot 11 Design C Ba `Shore,NY 11706:" Pa a 29 Detailed Room Loads - Room 8 - 2nd Floor Master Suite (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.5 ft. System Number: 2 Room Width: 19.4 ft. Zone Number: 1 Area: - 572.8 sq.ft. Supply Air: 407 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 5,155 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 102 CFM Percent of Supply.: 0 % Runout Duct Size- 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 518 ft./min. Percent of Supply: 0 % Runout Air Velocity: 518 ft./min. Actual Winter Infil.: 41 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 22 CFM Item Area - -U Htg Sen Y... CI'g ''Son Descri tion Quantity Value HTM Loss HTM Gain.' Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 NE-Wall-1127 2x6 19.4 X 9 137.7 0.068 4.2 580 2.0 0 272 SE-Wall-R27 2x6 29.5 X 9 228.6 0.068 4.2 964 2.0 0 452 SE-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 38.4 0 239 SE-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 38.4 0 1,180 NE-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 30.9 0 462 NE-GIs-I .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 30.9 0 684 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 17.5 0 1,470 UP-Roof-R49 Ceiling Joists 29.5 X 572.8 0.025 1.6 888 0.7 0 415 19.4 Subtotals for Structure: 5,948 0 5,354 Infil.:Win.:41.0, Sum.: 21.9 615 4.540 2,792 0.784 432 482 Ductwork: 5,191 2,245 AED Excursion: 846 Room Totals: 13,931 432 8,927 Tuesday, March 16, 2021, 10:45 PM Rhvac-.Residential&-Light Commercial HVAC Loads_ Elite Software Development,'Inm Aberdeen Building"Consuiting " Royalton,Row Lot 11 Design C Pa a 3Q; Ba Shore,NY tf706 Detailed Room Loads -.Room• 9'- 2nd F/Living Room (Average Load Procedure General _ .. Calculation Mode: Htg. &clg. Occurrences:. 1 Room Length: 18.3 ft. System Number: 2 Room Width: 14.3 ft. Zone Number: 1 Area: 261.2 sq.ft. Supply Air: 164 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 2,351 cu.ft. Req.Vent. Clg: 0. CFM Number of Registers: 2 ' Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply., 0 %' Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 602 ft./min. Percent of Supply: 0 % Runout Air Velocity: 602 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.300 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item s >> Area -U-` Htg Sen. Clg. Lat Sen Description Quantity `. Value HTM Loss HTM Gain Gain' SW-Wall-R27 2x6 14.2 X 9 91.2 0.068- 4.2 384 2.0 0 180 SW-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 38.5 0 576 SW-GIs-I .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 38.4 0 850 UP-Roof-R49 Ceiling Joists 18.3 X 261.2 0.025 1.6 405 0.7 0 189 14.2 Subtotals for Structure: 1,524 0 1,795 Infil.:Win.:8.6, Sum.:4.6 128 4.538 582 0.780 90 100 Ductwork: 1,251 906 AED Excursion: 341 People: 200 lat/per, 230 sen/per: 2 400 . 460 Room Totals: 3,357 490 3,602 Tuesday, March 16, 2021, 10:45 PM .Rhvat-Residdnflal&Light Commercial MVAC Loads ` h� 1 Ehte Softwaie,DeVelopment,Inc, Atierdeb4adilding Consulting YRoyaltot�Row'Lot 11•Design C,: Ba Shore,NY 11706. ;' .. ' Pa' a 31 Detailed Room Loads_ Room 'l0 '-.2nd F1 Open To Below.(A verag e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.3 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 160.0 sq.ft. Supply Air: 120 CFM Ceiling Height: 10.0 •ft. Supply Air Changes: 4.5 AC/hr Volume: 1,600 cu.ft. -Req. Vent. Clg: 0 CFM Number of Registers: 2 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air'Velocity: 685 ft./min. Percent of Supply: 0 % Runout Air Velocity: 685 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.531 in.wg./100 ft. °Actual Summer Infil.: 7 CFM Item Area U- Htg Sen Clg Lat D`escri tion °` Quantt Ualue `HTM' Loss HTM Gain' Gain. NW-Wall-R27 2x6. 2.4 X 10 24.2 0.068 4.2 102 2.0 0 48 NE-Wall-R27 2x6 12 X 10 84.1 0.068 4.2 355 2.0 0 166 SE-Wall-R27 2x6 5.9 X 10 59.2 0.068 4.2 249 2.0 0 117 NE-GIs-G .32/.40 shgc-0.4 0%S 35.9 0.320 19.8 712 30.9 0 1,110 UP-Roof-R49 Ceiling Joists 13.3 X 160 0.025 1:6 248 0.7 0 116 12 Subtotals for Structure: 1,666 0 1,557 Infil.:Win.: 13.6, Sum.: 7.3 203 4.539 923 0.782 143 159 Ductwork: 1,538 660 AED Excursion: 249 Room Totals: 4,127 143 2,625 Tuesday, March 16, 2021, 10:45 PM Rhvac Residential'&Light.Commercial HVAC Loads'. Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 11.Design C Ba Shore,NY 11706 .- . . .'Pa 632 Detailed Room-Loads - Room- 11 - 2nd Fl-Bedroom #3 (Average Load Procedure General' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 275.0 sq.ft. Supply Air: 164 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,475 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 • Actual Winter Vent.: 0 CFM Runout,Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 600 ft./min. Percent of Supply: 0 % Runout Air Velocity: 600 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.298 in.wg./100 ft. Actual Summer Infil.: 8 CFM I'ItemArea -U- Htg Sen Clg Lat - Sen Desciption' Quantity 'Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 10.5 X 9 .75 0.068 4.2 316 2.0 0 148 S-Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 SW-Wall-R27 2x6 12.4 X 9 92.3 0.068 4.2 389 2.0 0 183 W -GIs-E .32/.40 shgc-0.4 0%S 19.5 0.320 19.8 387 44.0 0 857 SW-GIs-E .32/.40 shgc-0.4 0%S 19.5 0.320 19.8 387 38.4 0 749 UP-Roof-R49 Ceiling Joists 1 X 275 275 0.025 1.6 426 0.7 0 199 Subtotals for Structure: 1,981 0 21172 Infil.:Win.: 15.0, Sum.:8.0 224 4.540 1,018 0.785 158 176 Ductwork: 1,781 903 AED Excursion: 340 Room Totals: 4,780 158 3,592 Tuesday, March 16, 2021, 10:45 PM Rhve c-Residential&Light Commercial HVAC Loads Ehfe,SoftwareMevelopmenti Inc.' Aberdeen Building,Comulting Royalton Row Lot 11Design C. �Bay Shore;NY 11766 Page 33. Detailed Room Loads Room 12 - 2nd Fl Bedroom #4 (Average Load Procedure General Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 19.8 ft. System Number: 2 Room Width: 11.5 ft. Zone Number: 1 Area: 227.1 sq.ft. Supply Air: 155 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,044 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 78 "CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 570 ft./min. Percent of Supply: 0 % Runout Air Velocity: 570 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.270 in.wg./100 ft. Actual Summer Infil.: 10 CFM item Area -U Htg '. Sen CIg.., Lat_, Sen Description, Quandt Value HTM Loss HTM Gain Gain' W -Wall-R27 2x6 11.5 X 9 72.8 0.068 4.2 307 2.0 0 144 N-Wall-R27 2x6 19.8 X 9 177.8 0.068 4.2 749 2.0 0 352 W -GIs'-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 44.0 0 1,350 UP-Roof-R49 Ceiling Joists 19.8 X 227.1 0.025 1.6 352 0.7 0 165 11.5 Subtotals for Structure: 2,016 0 21011 Infil.:Win.: 18.8, Sum.: 10.0 281 4.540 1,277 0.782 198 220 Ductwork: 1,956 858• AED Excursion: 323 Room Totals: 5,249 198 3,413 Tuesday, March 16, 2021, 10:45 PM Rhvac-.Residential&-tight Commercial.HVAC Loads:. .`_ - Elite,Software Develop went,Inc; =Aberdeeri Building`Consulting Royalton RbW Loi 11 Design G .Bay Shore,NY 11706 Page 34 Detailed Room Loads ,--Room 13 - 2nd Pl aundry/Bath #3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 122.0 sq.ft. Supply Air: 45 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,098 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 45 CFM Percent of Supply.: 0 % Runout Duct Size: 4. in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 0 % Runout Air Velocity: 517 ft./min. - Actual Winter Infil.: 12 CFM Actual Loss: 0.304 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U Htg Sen, Clg Lat S'en' Description Quantity, Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 6 X 9 54 0.068 4.2 228 2.0 0 107 E-Wall-R27 2x6 10.2 X 9 92.2 0.068 4.2 389 2.0 0 183 NE-Wall-1327 2x6 2.9 X 9 23.4 0.068 4.2 99 2.0 0 46 NE-GIs-J .32/.40 shgc-0.4 0%S 2.8 0.320 19.8 .56 31.1 0 88' UP-Roof-R49 Ceiling Joists 1 X 122 122 0.025 1.6 189 0.7 0 88 Subtotals for Structure: 961 0 512 Infil.:Win.: 11.5, Sum.:6.2 173 4.539 783 0.783 121 135 Ductwork: 1,036 249 AED Excursion: 94 Room Totals: 2,780 121 990 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial,HVACLoads ;; Elite Soft'- re,Development Inc' Aberdeen Building Consul#ing Royalton;Row Lot 11,.Design C Ba Shore;NY 11706 Fa e 35: Detailed Room Loads - Room 14 - 2nd FI Hallway (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 82.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 738 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 17 CFM Percent of Supply.: '0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 194 ft./min. Percent of Supply: 0 % Runout Air Velocity: 194 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.045 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item" Area 'U'- Htg Sen: .Clg Lat' Sen,. Descri tion' Quanti Value HTM - Losse.. HTM, Gain Gain N -Wall-R27 2x6 4 X 9 16 0.068 4.2 67 2.0 0 32 N-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 UP-Roof-R49 Ceiling Joists 1 X 82 82 0.025 1.6 127 0.7 f 0 59 Subtotals for Structure: 442 0 215 Infil.:Win.:2.4, Sum.: 1.3 36 4.528 163 0.778 25 28 Ductwork: 359 93 AED Excursion: 35 Room Totals: 964 25 372 Tuesday, March 16, 2021, 10:45 PM ;Rhvac-Residential&Light Commercial HVAC Loads- Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row tot 11 Design C Bay Shore,NY 11706 Page 36 Room Cooling and Heating Loads Bar Graphs 1 st Floor Foyer 1 st FI Bedroom#1 Cooling 1 st FI Parlor/Walk-in/Master Bath 1st FI Great Room . . 1 st FI Kitchen 3 T, 1st FI Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite 4 Z 0 Heating 2nd FI Living Room "".. 2nd FI Open To Below 0 5,000 10,000 15,000 Btu h Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light;Commercial HVAC Loads Elite Softwaee.Development,Inc. Aberdeen Building Consulting Royalton:RoW Lot 11„DesignC; Bay Shore NY 11706 "'Page 37. Room Cooling and Heating Loads Bar Gra hs 2nd FI Bedroom#3 r ® Cooling 2nd FI Bedroom#4 f 2nd FI Laundry/Bath#3 Heating 2nd FI Hallway r g u 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac.-Residential&Light Commercial HVAC Loads; Elite Software Develop"menti Inc.= Aberdeen Building Consulting Royalton Row Lot 11 Design C Ba"Shore,NY. 11706 . Page 38 Room-Cooft Loads Bar Graphs 1 st Floor Foyer list FI Bedroom#1 Sensible 1 st FI Parlor/Walk-in/Master Bath 1 st FI Great Room 1 st FI Kitchen 1st A Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite Latent 2nd FI Living Room 2nd FI Open To Below 4 0 2,000 4,000 6,000 8,000 10,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac.-Residential&Light Commercial HVAC Loads Ehte`Software Development,,Inc. Aberdeen Building.Consulting., �� Royalton Row Lot 11 Design C• Bay Shore,NY 11706' ? ... ":;v,` ., `,`';,. ' Pa e�39 Room Cooft Loads Bar Graphs 2nd FI Bedroom#3 s ® Sensible 2nd A Bedroom#4 2nd FI Laundry/Bath#3 Latent 2nd FI Hallway 0 1,000 2,000 3,000 4,000 Btuh Tuesday, March 16, 2021, 10:45 PM 1113 hvac-Residential&`Light Commercial.HVAC toads Elite Software Development,Inca 'Aberdeen BtAding'Consulting Royalton,Row Lot 11 Design�:C. a Shore NY. 11706.; .. Pa 6e,40 S stem 1 Room Load Summar Htg Min Run Run Cig Gig Min Act Room Area Sens Htg Duct Duct Sens Lat Gig Sys No Name SF Btuh, . CFM- Size Vel Btuh Btuh - CFM CFM. ---Zone 1--- 1 1st Floor Foyer 202 4,165 54 2-5 591 3,539 133 161 161 2 1 st FI Bedroom#1 293 6,275 82 2-6 512 4,415 187 201 201 3 1 st FI Parlor/ ' 212 3,950 51 2-4 649 2,486 153 113 113 Walk-in/Master Bath 4 1 st FI Great Room 365 5,754 75 4-5 639 7,648 736 348 348 5 1 st FI Kitchen 249 2,855 37 1-5 645 1,930 101 88 88 6 1 st FI Dining Room 176 3,501 46 1-4 683 1,309 157 60 60 7 1 st FI Mudroom/ 211 6,992 91 2-6 528 4,548 294 207 207 Pantry/Powder Rm Duct Latent 1,175 Return Duct 725 0 629 System 1 total 1,708 34,216 436 25,874 3,564 1,179 1,179 System 1 Main Trunk Size: 12x17 in. Velocity: 832 ft./min Loss per 100 ft.: 0.101 in.wg Coolin g S stem Summa Coaling Sensible/Latent" ..._, Sensible, Latent _ Total 4, - Tons .. Slit Btuh Btuh Btuh' Net Required: 2.45 88%/12% 25,874 3,564 29,439 Recommended: 2.87 75%/25% 25,874 8,625 34,499 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data' Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV'"C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER . Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent.Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Tuesday, March 16, 2021, 10:45 PM 1Rhvac-Residential.&Light Commercial HVAC l oads Elite Software Development, Aberdeen[3uildi6g.Consulting Royalton`Row Lot 1 i Design C_ .baYShor6,-W11706 :;_ =fi 1?a 641 FS- stem 2 Room Load Summar Htg Mm Run Run Cig ClgMiri Act: Room Area- ` Sens Htg Duct Duct , Sens Lat - Glg Sys .No Name - ��SFS BtuhCFM`: Size ='Vel -Btuh, �Btuh CFM :` Gi=M ---Zone 1--- 8 2nd Floor Master 573 13,931 181 4-6 518 8,927 432 407 407 Suite 9 2nd FI Living 261 3,357 44 2-5 602 3,602 490 164 164 Room 10 2nd FI Open To 160 4,127 54 2-4 685 2,625 143 120 120 Below 11 2nd FI Bedroom#3 275 4,780 62 2-5 600 3,592 158 164 164 12 2nd FI Bedroom#4 227 5,249 68 2-5 570 3,413 198 155 155 13 2nd FI Laundry/ 122 2,780 36 1-4 517 990 121 45 45 Bath#3 14 2nd FI Hallway 82 964 13 1-4 194 372 25 17 17 Duct Latent 1,162 Return Duct 2,124 2,344 624 System 2 total 1,700 37,312 458 25,864 3,354 1,072 1,072 System 2 Main Trunk Size: 12x16 in. Velocity: 804 ft./min Loss per 100 ft.: 0.097 in.wg Coolin 'S stem Summa. Cooling=; Sensible/Latent` Sensible Latent }Y_ Totals Tons Sfit Btuh -Btuh Btuh Net Required: 2.43 89%/11% 25,864 3,354 29,218 Recommended: 2.87 75%/25% 25,864 8,621 34,486 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV**C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 f I I Tuesday, March 16, 2021, 10:45 PM Z(t o -0-4 Loog3 AOperating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHfiECf17HE Brooklyn Office:450 951"St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 January 26,2022 RE:Royalton Row-Lot 11 260 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 260 Royalton Row,the rough plumbing and thermal barrier and fire protection assembly for the floors were installed per NYS Building Code. Please contact our office if you have any questions. Thank yo Anthony Rortillo,RA, LEED AP App' M. p� fXX <Q U') 0370`' �O4 �4F.NE`� I i -1 ko ` ARCHITEMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 IDJ C E December 22, 2021 DEC 2. Z 7071 BUILDING DEPT RE: Royalton Row-Lot 11 TOWN OFSOUTHOLD 260 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 260 Royalton Row,the 1St and 2nd 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 •„/.� '"`" ?_;�._Gni-;Y,. `•i.. - - •,,;� —1 VAI. J��q(I v¢`r,:�°1 FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) 7 FOUNDATION(2ND) z H ROUGH FRAMING& PLUMBING a r � INSULATION PER N.Y. H STATE ENERGY CODE Ir � y�, syv► -i� FINAL. JeA(M ADDITIONAL COMMENTS . elol ao -1 -a id V e.4 ?' � z a- 9- a;L TAO 6- �6 r 0 z =�o�gOfFOI�44 TOWN.OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765=1802 Fax(631) 765-9502 biLtps://www.southoldtomm.gov Date Received -APPLICATION FOR BUILDING PERMIT For Office Use Only ! t PERMIT NO. v Building Inspector: MAP 1 7 2021 �4,J Applications and,forms.must be.f lled out;in ttieir.entirety Incomplete'; applications will not be accepted..Where the Applicant`is not the owner,an Owner'sAuthorization-:form;(Page.2)shall be completed `1i 3 '"1'' "a Date: March 16,2021 OWNER(S)bF PROPERTY. Name:Constantino Marra sCTM#1000-113-07-19.40 Project Address:245 Cox Neck Rd Phone#:516-946-2355 Email: Mailing Address:71 15th Ave, Sea Cliff, NY 11579 CONTACT PERSON Name:AMP Architecture Mailing Address:1075 Franklinville Rd, Laurel, NY 11948 Phone#:516-214-0160 Ema7li-jaqg.2e@.q!llparchite'ct.com DESIGN"PROFESSIONAL.INFORMATION. Name-AMP Architecture Mailing Address:1075 Franklinville Rd, Laurel, NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORIVIATIONc Name: Mailing Address: Phone#: Email: DESCRIPTION OF-PROPOSED CONSTRUCTION ■New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re=graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No ' 1 .PROPERTY-1 NFORMATION= Existing use of property: Vacant-Residential Intended use of property: Residential-"One Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes�Vo IF YES,PROVIDE A COPY. ❑Check Box After Reading--The,owner contractor/desi n"rofessional is res onsibf" % g p p e for all•drainage and storm water issues as provided by chapter,236 of the Towmcode.APPLICATION KHEREBYaMADE to the Building'Department for the issuance of a,duilding Perrnit pursuant to the Building Zone` Ordinance of the Towrfbf.5outhold Suffolk,county,,New York:and other ap@licable Laws,Ordinances or Regulations;forthe,constructiun of buildings,` additions alterations orforremoval ordemolitionas herein described.The applicant:agrees to'comply with all applicabie laws,,ordinaeeei,buildingcode; housingcpde,and regulation andto admit authorized inspectors-oapremisesand iribuilding(i).for_fiecessa.y ihspectians.'False stateme rts rn d erein are punishableasa'ClassA,misdemeanor';pursuantto'Section2i0:45"oftheNew:YorkstatePenai ia4. - Application Submitt}ed BY(prnJMeaSgSf(f GdAuthorized Agent ❑Owner - Signature.of Applicant: Date; 3 hu u/a STATE OF NEW YORK) SS: COUNTY OF fl�1p 'RYch f_ -f,�e,a SS i Ma( (Tbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name , (S)he is the �� 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 there It . Sworn before me this BARBARA H.TANDY Notary Public, State Of New York // No. 01 TA6086001 W day of ,20-&L A4 In Suffolk County Notary ublic PROPERTY OWNER AUTHORIZAT60H (Where the applicant is not the owner) .I, 6ms7i7✓-h;?10 l` it, - residing at %/ Z5M 1,9VM I& Yoric 116,7q do hereby authorize /y/y(� �C�/�e��'� ���- to apply on r my behalf to the Town of Southold;Building Department for approval as described herein. I LLQ ,Z.orZJ Owner's Signature t Date Yarro-A'J7e et,7: to 1'Print Owner's Name Q 2 1 i h�o�gUFFO�;��oG y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD G • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate Date 2021 Customer Name L4,6, Electrician Name , e) Address 4rn,�/ j�V�A Phone e-mail La-{- (( le-mail ®. Oa p Phone License# `2 �Q7 Size A Phase�_Overhead Underground 'Nei #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 d om the date above. Authorized by tft BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 u3 s Southold, New York 11971-0959, 0 - Telephone (631.)'765-1802 - FAX (631) 765-9502 rogerr( southoldtownny.gov — seand(a)-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION-., . ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 Company Name: 390 Operating Corp Name:Marratime Cap LLC License No.: 355947ME . erriail 390operatingco@optonline net Phone No: 6315890535 . ZI request an email copy of Certificate of Compliance Address.: LOT#11 - Royalton-Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address:LOT.#11 M. Royalton Row, Mattituck Cross Street: 0 Phone No.:6315890535 Bldg.Permit#: 46043 email: .390operatingco@optonli.ne:net Tax,Map District: 1000 Section: /13 Block: Lot: 9 • 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 ONO DRough In OFinal - Do you need a Temp Certificate?: Q✓ YES ENO Issued On 7/1.4/21, crvlcz�X Temp Information: (All information required) Service Size Q✓ 1 Ph F-13 Ph Size: 200 A # Meters Old Meter# 0 New Service FSeryice Reconnect Underground Overhead # Underground Laterals ❑1 ❑2 QH Frame OPole Work done on Service? QY []N Additional Information: PAYMENT DUE WITH APPLICATION a _Electrical Inspection Form 2020.xlsx PERMIT# Ad ress: / f. ( Switches t Outlets t G FI's l � Surface 1. Sconce . 1g. Sconces7 HHs 11C Lts .�( : `.� Fans Fridge HW Exhaust � �. u' Oven `.'�-.::. ,.. W/D ... Smokes , y DW Mini C2rbon IVF1cro �:` Generator 4. 'rnbo op er CoOkt cansfs i . AC �- AH �, Hood Service Amps Have-' Used Special:_ 4 7 Comments: I Town Hall Annex $� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION- Date: March 16, 2021 Owner: Constantino Marra Location of Property: - 245 Cox Neck Road, Mattituck NY 11952 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and roof framing (FR) Signature:- Name (person submitting this form): - Jess' Magee -AMP Architecture Capacity(check applicable line): Owner V Owner representative TrussRegl5.docx Effective 1/1/2015 Sabatino, Alyxandra K. From: Bredemeyer, John Sent: Thursday,April 07, 2016 7:30 AM To: Sabatino, Alyxandra K. Subject: RE: Royalton Attachments: image005.jpg;image006 jpg;image007 jpg Mike Domino and I inspected the Royalton property yesterday and found no jurisdictional wetlands.The area of disturbance we previously discussed appears to be a BMX/ATV track that has no wetland vegetation of standing water. Thanks, John From:Sabatino,Alyxandra K. Sent:Tuesday,April 05, 2016 3:45 PM To: Bredemeyer,John Subject: FW: Royalton John, Please see the attached aerials for the Royalton property.They go back to 1930. Thanks, Aly From:Terry, Mark Sent:Tuesday,April 05, 2016 3:13 PM To:Sabatino,Alyxandra K. Subject: Royalton 2004 rcid:image005.ipg@01D18F4D.A18d49A0j 1962 ARCHFTEMURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95th st,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville,Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 March 16,2021 Re: Royalton Row—Lot 11 Cox Neck Rd Mattituck NY 11952 SCTM: 1000-113-07-19.40 To Whom It May Concern, Enclosed please find the Building Department Application for Constantino Marra—Royalton Row Lot 11. • Suffolk County Health Department approved plans • Building Permit Application • Manuals J&S • Rescheck If you have any questions, please feel free to contact our office. Best regards, AMP Architecture Jessica Magee t ARCHRECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 uo Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 March 9, 2022 Town of SoutholdDD P.O. Box 1179 app a Southold NY 11971 {3UfLGiTaG DEPT. TOWN OF SOUTHOLD RE: Royalton Row—Lot 11 To Whom It May Concern, Enclosed please find the updated plans for Royalton Row Lot 11 Please contact our office if you have any questions. Thank you, Jess Magee (1)UNAUTHORIZFD ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK'TATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EYISTING STRUCTURES ARE FOR A SPECIFIC PURP)SE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)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 INSMUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDIN(INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSCRVATIONS AND OR DATA OBTAINED FROM OTHERS, HEALTH DEPARTMENT USE . 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.727.2303 fax. 631.727.0144 admin®youngengineering.com n� SANITARY MEASUREMENTS 0 ST 35' IS' Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer J 3gDouglas E. Adams, Professional Engineer DB ' 25' LPI 4T 21' Robert 0. Tost, Architect LP2 52.5' 32' Robert 5tromski, Architect SITE DATA 1 AREA = 31,85"1 5a. ET. 5UBDIYISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE - i NO. 12105. VERTICAL DATUM = N.A.V. DATUM (Igaa) I 4L�Iaq,� � I � I lkn 4W R=-25 00, p Lo t CC) _ ! 1 Fstatesaor f n - o oya/ton" s MI SURVEYOR'S CERTIFICATION 5�� WE HEREBY CERTIFY TO MARRATIME CAPITAL LLC THAT of (� LP.z TH15 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF tI PRACTICE FOR LAND SURVEYS ADOPTED BY THE N RK STATE Iry D I ASSOCIATION OF PROFE55IONAL LAND SURVEY e- r- MQ'J sr ° of �NT1�p11 �I �r,-',1_•t <_ �A`�� 1G 4 0' 0 1 � ~ '0' Jl / T Iu :2 T moo ^ 9 X8.6' 1 5.0' H I� � Q� HOWARD W, YOUNG, N.Y.S. L.S. NO. 45813 n n a� $'o mZo- jo 5URIVEY FOR MARRATI ME CAPITAL, LLC LOT 11 "ESTATES AT RO"rALTON" Lot \� „ N \\ S�bd\� `°rya\t°r ” �C at Mattituck, Town of Southold \ �ytat�s 0 Suffolk County, New York F I NAL 5URVEY County Tax Map District 1000 Section 113 Block O7 Lot 161.40 i 1 N0`o Aro \OTT S�bd\p\ony Of\ MAP PREPARED DEC. 21, 2021 "iytote9 r r \ ` \ REVISION cord of Revisions DATE LEGEND r i r BBA = BELGIAN BLOCK APRON r r BBC =BELGIAN BLOCK CURB r CE =CELLAR ENTRANCE CMF =CONCRETE MONUMENT FOUND 0 CM5 =CONCRETE MONUMENT SET RO m WSF =WOOD STAKOOFOUND F OVER 40 O 20 40 50 120 WSS =WOOD STAKE SET Scale: 111 = 40' a • =END OF DIRECTION/DISTANCE JOB NO, 2021-0054 DW6. 2003_0313_0011_2018_0152_fs ( OF I (1)UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPDFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMHOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 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 NE 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 DATAU OBTAINED ED`FROM OTHERS HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New rYork 11101 tel. 631.72?.2303 fax. 631.727.0144 5 TARP MEASUREMENTS admin@youngengineering.com A B 4 paq ST 35' IS' Howard W. Young, Land Surveyor DB 3q' 25' Thomas C. Wolpert, Professional Engineer Qu LPI 47' 21' Douglas E. Adams, Professional Engineer WTD LP2 52.5 521Robert 0. Tast, Architect S Robert 5tromski, Architect I SITE DATA 1 / AREA = 31,857 5a. FT. 1 " SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE / OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE ' ! NO. 12105. * VERTICAL DATUM = N.A.V. DATUM (Ig88) _ CoxQca:k1l dk Nuc u,rC��-"�� _O A,D R=2 _ _ _ N' ' - - I �� Lot 5�,(C7r3 Fstgtesaor flsion/� 0 �oy(:P/ton,l I O 0 0 I lz� 533 SURVEYOR'S CERTI P I GAT I ON N / II I 0"111!-p�1TC"p 0 WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT oI t \ N LP2 it 40 THIS SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THEN RK STATE a It p DS r r' ASSOCIATION OF PROFESSIONAL LAND SURVEY M �i J LPr im 1 r T—ni a_• o o ST10 o ANT 8LrI f M � 8 8oX GE r �Q j � �-• „ � 'T4 R r2.s so.B, tC >-I l S.o } y� -14 }0 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45813to rl: iW5 n ryQl� J�0 N IL o. 5.0, F a 6 I ��-- Y ---- 5URVEY FOR MARRATI ME CAPITAL, LLG aGF� \` I �` ,Do°'' T\ O LOT 11 "E5TATE5 AT ROYALTON" E bbd\°� ?-0y0 at Mattituck, Town of Southold -AN�1 ;�\ Suffolk County, New York F I NAL SURVEY b 0,\6'\N County Tax Map District 1000 Section 113 eiock O7 Lot IQ.40 a , ° y°t \0 ,\),06 °ya\t°r _ /� MAP PREPARED DEC. 21, 2021 LEGEND "�ytAt�y °� If \ ` REVISION Record of Revisions � / DATE I BBA =BELGIAN BLOCK APRON BBC = BELGIAN BLOCK CURB i IN CE CELLAR ENTRANCE � CMF =CONCRETE MONUMENT FOUND 0 1 CMS =CONCRETE MONUMENT SET 1-r. 1. RO =ROOF OVER WSF =WOOD STAKE FOUND 40 O 20 40 80 120 WSS =WOOD STAKE SET a • =END OF DIRECTION/DISTANCE Scale: 1 II = 40' JOB NO. 2021-0084 I DWG. 2003_0313_0011_2018_0I82_fs OF I L "i�Miruwr r�1��+r/��ir�aM�r:ww7".wir.�rTirMr p�. «T ~frtira ar► r sic soWE � i �Y.AA rll�I��MIAr�Y �►�� :• t lot SIATOLK COt,NTY IEN.TH COVARTf�Crtt AlTR�o�VN. ' +4a.!en'LittWGC �1G_!t-Zl-d'�7 • �2,?,t� SUFFOLK COUNTY DEPARTMENT OF HEA-LTH SERVICES APPROVAL OF CONSTRUCTED VVt®RKS FOR 4r A SINGLE FAMILY RESIDENCE Vato KS, R0. No T�,�ewyrr fa asts�rre9 ev�ire�a���lp 8a mud oil lxalk.o ha%m txren I g `l(PS G°C�a"61�p$r C4 pt���b DX G'15 '4'Ca �e a3 %e911®4®4Df>� to f>--svlis9-jm^FOR A?Av'5f.'4 m s Off cc9f�i,°e7�o�^SYffi"Y«f �� ER°�flQ W Zc W Q F 00 0 °0 co o � � -.'> C v rv� ..-.:....`"sem..-,._-� ...�.....—...�... n ��, AERIAL PHOTO 1000 ZZ r.::1=`•�..�,: i i � /yea 4J,Yey� - wr ROYALTON ROW LOT 11 SUFFOLK(AUNTY HEALTH DEPARTMENT APPROVAL ' K5 REFERENCE NO.:R-21-OM 14.00• W%NECK ROAD R_ 2�4• �. MaTTNCM,NY 11952 SUFFOLK COUNTYDEPARTMENT OF HEALTH SERVICES APPROVAL OFCONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE PROPERTY LInE mETvaoxrs Data ' v H..SRet.No. Rsw n R O Y A L T O = ce o , .- ----- N ROaS W \ 7TOaw38aenaeaalPad Wat�wocry mo rtaa aline lawn>9aeroa9�aP-100.01 lneei+aa enamor eaMaa ay mea onenmens a,inner oeea�ea eaa roaRe ,OmaOtl fa=rjr0VI,4UMUMOF.....s....BED M51 CRAIPPER•PE.,CHIEF ? 511 PLAN OCm W 1Vatwsbr IAanaBement .......... AS-BUILT I/A OATS DETAIL an MAIN ELECTRICAL PANEL AT DWELLING GLEAN-OJT(6.0.)VFTAI-1 ecµe�n ❑ - — rP --"-_- 1 • s4 17-11 1 ROYALTON ROW LOT Jl WFFOLr COUNTY HEALTH DEPARTMENT APPROVAL WASP SERIES CONTROLS N T— NORkErO SERVICE FRO WASP CONTROL CENTER.I KR NO DIAGRAM PROJECT / 70NINO DATA LOT GOVERA&E Q TAX MAP # _1000-113-07-1x.40 DESCRIPTION (FOOTPRINT) I AREA LOT W -- - -- - -- COVERAGE ZONING P15TRIOT A-G TOTAL LOT AREA 32012.5 S.F. Q LOT AREA - -__-- - 0.1 ACRES PROPOSED BUILDING -- - - j I,ab7.0 5.F. - 6.0}' O WETLANDS DISTRICT_ _ u - - 1 - -- N/A --- - -- PROPOSED GARAGE �[ 584.0 S.F. 11 I.83o ! J - - - - - - - PROPOSED COVERED PORCH 302.0 S.F. - - - -- DEC DISTRICT N N/A F- - - — IF— --_ �i — SUFFOLK COUNTY HD APPROVAL PERMIT # - # OF BED. PROPOSED DECKS 4 510.05 F* 10.0S.F. — ,0 L C� i EDGE OF POND --- _I -- �..- -j = = _ ,-__ -1 - jr =i L - z .L CJ -- - - - -- --- TOTAL AREA OF ALL STRUCTURES 3163.0 S.F. � Q.7� Z HABITABLE SPACE PROPOSED - **MAXIMUM LOT COVERAGE ALLOWED - 209b _ O 770.Oo —_ — SIDENTIAL VACANT LAND 0�, - � p� \ BASEMENT AREA - Z �C - _ � I EL. 45.88 �-� � O Q � FIRST FLOOR AREA 1848.5 S.F. SECOND FLOOR AREA I,-123.8 S.F. .J.I 00 TOTAL BEDROOM COUNT 4 Z 0 T-1 r-I Y O EL. 42.20' \ I VA w Z N LL W C4 \ I`Lo = Lo \ W DRA I NAGE 5`I'57EM C AL�ULA71 ONS - - 0 1 -- � W - - - -- - \ DRIVENA"' (FROFOSED) = IT72 .`� S�. Ft. ------- --- - - HA"' =s ANP/OR SLIT �ENGING-- - - C) - - - 1-772.7 Scl. Ft. X 0. 1-7 = 501 .4 _ J I it - - - \ 501 .4/42 .2 = -7 . 1 SRT I GSLT. O 8 ' DIA BOOL fiZC�U I RSD a zI - ri - ROTI I a ' I X 8 ' STORM DRAIN COOLS I,U I i I \ : - .: DECK ----- DRA I NAOE SYSTEM GAL�ULA710NS _. I i�l! j 4 �do N �//F.,+ri•r..r..,, .,1,� r . ��� \ < / 1 `s j QUI %f f ' rl,/l f 11 f F rl`I'pf f+,' ROOF/DE - O rfF f Il;:f ffr�f f " I it t+ F , r, rK AREA (FROFOSED) ® 5165.0 Sod. Ft. PROPO f r r,1 ifr P l .t � SED 2 STRY WD./ rlrFlr+f :F,F'dF'.r w I �//t 1f%�I FR. DWELLING /``/+f t`•.`j'/;�/, .i s�,� s �-7.-1/42 .2 = 12 .1 VER71 GAL FT. OF 8 ' DIA FOOL REGU I RED Ill r'jfl ;r'r f F >l+r'i., i ffr r / %ifFlf'FIi f FROVIDE (2) 8 (4 BEDRAOMS) ' ' X 4' I Imo. X STORM DRAIN I + {r pr RO �� I IQ, \ `"Ir'/i 1 j`! II!I`lil f Ij`,iir�trfl` fFF: f F.F. EL. = 47.4 ! 'r+ f , °rf 6 SIIttfif '°f� ,+;' ` FOOLS NEW Ir f ` fl`I`f� ft rrt`,f tF 1, j I I I '�f + GA R. EL. ��;�r�ff/'rl.: � — r f pfft Ijfil�rrF i`p+l•f ff rrri' I ri+l"'r7I iitf J+l iplFfJ tJ+fff``Ffr•i rI Jf r f` r'I �•`t rr< fF"f't'( DW \ f {p I I I r��{;prfr/Iil p`fflj�ff tl f' J,+ / i f /�f/ip'`i/+,�{/(;fff��f��,}�{ +�i��tr"<•7+' lr I f p�tIi/ �fjj'II,r r° ti i. � I 53.6' Iif+ j r+1 f,+t1 I f llfftr'ff i . F+I '</f,f} rttrr IFf/t + rt//�jti'it/ f? Y/�/' / ffj />ijlff ! j,l_r° p' 't`,/f/III dFf/Ii jt . d+r,� I i f r t j.tf i ? f7 t t +p{pj PORCH `} ' 1/I' �/ sir `jj/`, r/j/+` //,i,,, ,:t`:+: fp `F,,:/,='Fr" DR`NrN ACBE STRUGTUR NOTE: I /Irr'� ` f t f f'+++f," '=+'r`F r f•II, \ �LL/���I N I ,f Ir f `fi f r' d" r` / t r, A MI N I XUM 10' SEf=ARATI ON IS /I I +:f,l , /rjflf REQUIRED E3ET EEN !MATER SERVICE L I NE/LATERALS/MA I NS/SEAT I G/L.r-AGH I NCC p \ NEW 20"� I 'PROP. 1! 8' � fj`f pa frI flrrft,' POLYLOK I I,�I E.P. �MIN.-, .� I " '�' f /SENER AND THE EDOE OF ALL 1 DIST. BOX �1r I i I z STORMNATER DRA I NAO7 LEAOH I NO - DRIVEWAY \ STRUM' NEW NORI^>ECO SINGULAIR - ---- - �.TURS 510-KINETIC WASTEWATER - -- WALKWAY NEW 8' NEW TREATMENT SYSTEM L.P. MIN. -------- --- - -- -- L.P. MODEL TNT-600 GPD _ - __ _ - - - - LEADER NOTE: I ' 40 FRONT YARD o CONN ;T ALL LEADERS GOM I NO 101 -- - -- -� STOCKPILE A�A ORALE \ �/ ROI I GUTTERS TO NEAREST `9 ./I,�I m I 600 S.F. EL. 45.04 DRI Y�l E L L. --`--- -� -1 --- - -- o I I �' rn PROPOSED , I m I EL)48.60' rrnn �� TEMPORARY' � w ! CONCRETE t� -- -- - ---- - NO\NG / 0 --- WASHOUT cn - - - rn N ?2 24 - AREA �o� / %� O PROJECT: - - - Y BrLes -- _ 5���� — _— — SND/oR SLIT FENCING - �'NV 5 - -._ � ' of pp` ROYALTOiV ROW ---- -- - — —.� — --- - - _ — 51 TE LA`I'OUT NOTES: - -- ----- - — _ _ - LOT 11 DESIGN C - _ Tf-15 15 AN ARCHITECT'S I TEGT'S SITE i=LAN 1 S ^L1R METER - NE .GH_12R�`1 - -- --.. . ------ --- - - - - -- SU5JEGT TO VERIFICATION 51' A L I LENSED SURVEYOR. THE I NFORMATI ON COX NECK ROAD RO�'AL TON ROM RE =RESENTED ON THIS SITE FLAN 15 TO THE MATTITUCK, NY 11952 ARGHITEGT'5 5EST OF KNOJ�LEDOE. DRAWING TITLE:--------- 2. ITLE:2. SURVE"r INFORMATION NAS 05TA I NED PROJECT DATA ; LOT COVERAGE FROM A SURVEY DATED SEFT. 1-7, 2020 SITE PLAN 51 TE PLAN AND �RE�ARED 51': STORMWATER CALCULATIONS SCALE: 1'-0" = 15'-O" " - DETER A. OR05EN PAGE: LAND SURVEYOR APE'V^W A 10W& AM& F.O. E30X -704 RIDGE, NY 11(: & I 2. TELEFHONE: (C 51) 84�-4�7�0 DATE: 03/16/21 1 OF 2 c `Cr app-• - eI_•e. 5�4'� ._ EL 50 MIN. > . BUT SUFFICIENT TO KEEP W a, w ,>• SEDIMENT ON SITE . _ AAs• ,\\ :.:.,,`�>'^ ' � W HAYBALES AND OR SILT FENCING x \ " \ . £ . _ e '.> a.. w;,. ,.• lu =x I "y w� Z % ,ur i$�,=��•rt � .. ��\ Yip LLI LLJ lu 00 Q u Ire < i r a` ., CONSTRUCTION ENTREANGE—FOUNDATION OF COMPACTED : u O Q 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL TO 18 (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE PROPERTY W s MFORAR)' GONSTRUGTION ENTRANCE _ .p TE .ea >. c SCALE: I/4" = I'-O" \` ~V'` .`' .. Qa" Lu U F _ \ xc. _I ?\a x\ _ « a 8" THICK REINF RGE GONGRI=TE 24" DIAMETER CAST IRON RA d FRAME „^• , < TRAFFIC BEARING SLAB .^zr 6RA55 SHOULDER AREA TYP. lk � © �, _ _ 3 1._._......! 1 \ It 01, tit, Com•e�F<i 'e_•:\ i \.. l fl \ err. _j :<> C7 [1 C7 C' >tRCC E" IC" \�� rM ..;Z. Yitz tis\ ' I....� £..J Y.t l_3 3_. R._! C_: L..s L..e E,,.1 L_1 i...f � �`..\ _ � � � �w\ 1: .• — ..........; c�l o p^` u�y D}^y �` n yy eye:\\:^` I I.". \ �\., t •\•.. Q 7:......_....I f• •!::' t...i £...F 1..1 Im E...: � E..J i..J A.�.: 3._t i..Jl u r >. Cw C�La ,a L Iw ��.> > T I-Lri ri C7 f-I 3 I1 f > £ — L 8' DIAMETER PRECAST \` :. HIND RING. � a� I CONCRETE LEAG I CALCULATIONS ON PAGE .. .�,.. \.W". .r ,.",,,.::<_•..: �•:r.=�>�. WATER SEE \\o�.�\wu`m\\\\ '��.�\�o\o��\e��.r\�•.�,�w.,.•�`,"^� .<��. � a �, 5W-100 FOR POOL HEIGHTS > V MIN. DIAMETER MIN. t\ '3 I GLEAN SAND d &RAVEL FILL �pw���;.<. `" \` •'�v�' Awa ' TYi�I GSL SECT I ON © LEACH I NO POOL w SCALE: 1/4 = I'-C" I I 500' SITE 5OUNDAR`r SCALE: NTS Z I 4" VERTICAL FACE w � I I BEDD I NO DETA I L. — --- -— -- - - -- -- W SCALE: 1/4" = 1'-0" ui a I PROJECT: ROYALTON ROW 151 MAX. G. TO G. Q ; O lll ., ._.j._..x..�3 .TM..�I...} _,� a..��£.__.........—� �f•-1� � DESIGNC EMBED FILTER GLOL MIN. 6 INTO &ROUND —� `_t_...�._..3`...�`._I _...._...._t.._>..a_ -- 4' NOTE: 1 JJ �� Y J �.� ' r COX NECK ROAD MAXIMUM DRAIN G ��. �\. MATTITUCK, NY 11952 I/2 ACRE / 100 LINEAR FEET � 1 1 � r r DRAWING TITLE:_ STORMWATER MANAGEMENT SILT FENCE DE7'A I LS CONTROL DETAILS 50ALE: 1/4" = I'-O" PAGE: AM& Alibi, ff IR s w Zvo A NrI IF FIRST STAKE PREVIOUSLY LAID BALE. TE: 03/16/21 2 OF 2 FLOW .;"�;:. .:�• ,�,:. ;.p, >.>.� ,,rM..,,,„" _ __ ,• GED ON CONTOUR o _ - STEEL PICKETS OR 2x2 STAKES 1.5 TO 2 IN GROUND. DRIVE STAKES FLUSH WITH TOP OF HAYBALES. G ( ANCHOR I NO DETAIL STRAIN BALE DIKE DETAIL SCALE: 1/4" = 1'-0" GENERAL REQUIREMENTS: I.The installer must hold a current Liquid Waste License vast to I/A oWTs INSTALLATION srANDARDS: LOT COVERAGE - ELEVATION5 REFERENCE NAVD I`155 SITE LAYOUT NOTES: FitTIT ;,,• Suffolk Count Code Chapter 563,Article VII (Se tic I Pu*� - I. THIS IS AN ARCHITECTS 51TE PLAN $ IS County p p Industry ,� �. •�,e, ..":,a airy �} � "a �� �� sc,,* 1 .. &,` a Businesses) through the Suffolk Count Department of Labor,Lie I. install I/A OWTS tanks according to manufacturer's recommendations SUFFOLK COUNTY TAX LOT NO. 1000-113-0"1-Ic{.40 , SUBJECT TO VERIFICATION 8Y A LICENSED T '' -.. a ✓ ► ?+�_ ^1 .• Y`,� >x g p g while conform with these standard.All applicable recommendations - ALL OF THE FOLLOWING LOTS WITHIN 150 SURVEYOR. THE INFORMATION "' Vii'°`^ ' - ��°+�(` "'� '' ' ° � •" `� ""°" "°'�"'�'► e,f7�,"4 ` ..�ie.�. .:. ;s`. R. ,..=x e.g1 �:�',. ,>, , �+ '., �h:. • q.Y.� '�c''e,;eyf tr4 •`erl,,,� and Consumer Affairs,pursuant to SuFfolk County Code §563-"1gThe M9 app ! i „ e ,•, ,. a,,,,,, . P�, Department of Labor,Licensing,and Consumer Affairs maintains a list of provided by the In shall be implemented. ZONE OF PROPERTY UTILIZE PUBLIC WATER REPRESENTED ON THIS SITE PLAN IS TO THE r ' r�' t '��` , 1 r r'• licensed I/A OWT5 Maintenance Providers. AG OR SHALL UTILIZE PUBLIC WATER ONCE ARCHITECT'S BEST OF KNOWLEDGE. 2. The I/A OWTS tank shall be installed at level In all directions (with a - DEVELOPED. ,p`e`r �� :w • � %' a`';:n`"' *� 4`�' 4, "�`±. ?v�''w'� ei :t . "" '> "�` 2.All I/A OWT5 must be registered with the Deportment M accordance maximum tolerance in an direction of +/one quarter ImW on a minimum DESCRIPTION LOT 9 P y q' AREA 2.SURVEY INFORMATION WAS OBTAINED `` ��'°`, �f � COVERAGE • ., - •d 2 s \r ► ' with Article Iq of the Suffolk Count 'rani Gode for to the 3-inch thick bed of properly leveled and con acted sand(free from - *'"' y - tx p �' y p FROM A SURVEY DATED SEPTEMBER r, a•" .�'" i r Department granting certification of completed construction on "as built" rocks) or pea gravel. 1000-113--1-Ici.30 (CURRENTLY VACANT) , `�y, ,o���. TOTAL LOT AREA 3185?.O S.F. 2020 AND PREPARED BY: _ �,e� plans. 1000-113-7-I`1.31 (CURRENTLY VACANT) • SUBJECT PROPERTY < a ;: , ' ,� �� 3. I/A OWTS Tanks shall be provided with a single, outlet.A dfstribution r� g 1000-113--1-IQ.32 (CURRENTLY VACANT) PETER A. 6ROBEN A,, R° . •. 3. An executed Operation and Matnte;nance Contract between the box/manhole or distribution leaching structure may be required for all PROP. HOUSE w/ GARAGE 2,550.8 S.F. 8.090 N.Y. STATE LAND SURVEYOR M° z- " = °rte'T 4 `� Maintenance Provider and Property owner must be submitted to the s stems with multi Ie ieachin structures unless an alternative desi Is ! ti. ..„J• , :..««�: F;^•;l„ A ,.-,= ^11 ,••.,'A' Deportment Ion to royal of the: I/A oWTs registration the y p g `n 1000-113-?-1`1.35 (CURRENTLY VACANT) LIG. #0505bq ;: � �a •� � �* approved by the Department. PROP. PATIOS/PORGH1A% �' •. /► p g 612 3 S.F. Deportment In accordance with Article III of the 5uffolk County 1000-113-?-I`1.3`1 (CURRENTLY VACANT) OdA LAND SURVEYING INC. , y 4. The, to of the I/A OW75 tank shall not be located eater than 25 1000-113-14-6 P.O. BOX"104 feet or less than one foot below final ado. TOTAL AREA OF ALL STRUCTURES 3163.1 S.F. q.g55 _14_1 RIDGE NY 9r 1000-113 I lgbl 4. All Installed 1/A OWTS are required to have an initial 3-yea warranty (631) 84q-4750 P #+ , "�'• "° �''' and o eration/maintenance service contract.After the initial ear MAXIMUM COVERAGE ALLOWED = 2055 fi }� R °'i ¢ p 3-y 5. At a minimum, all sampling manholes shall have 20-Inch covered ';, g,,: . operation and maintenance service contract has expired,property openings ,, acess to rade located over the Inlet and outlet.Covers _,� ^, `'• �*' ; *' o " ' a, k h,,„rAr."'. s =?` ��¢. "_ owners are expected to maintain an operation and maintenance shofl be either 20-inch diameter watertight and Insect-proof locking SUBDIVISION INFORMATION: M t w' '- • ` ,-*R "._°` .4 ► " � '+ ,k'_ , contract In accordance with Article lq of the Suffolk CountySanitary m NOTE: s ' ..,, any cast from covers or thermoplastic covers at final grail_. All covers 04A4?A16 SMDIV1510N MAP ESTATES AT ROYALTON ¢,r'' �' �' . ' 4 . �::.'.... ' a:;;� }�►* .r+t"�lR ; . • . -.4, •., �rtA`� Code. shall be desi ned In accordance with section 5-11! ::r this standard. I. FLOOD MAP DATA FROM F E.MA.: 9 LOT I r \ TEST HOLE DATA MA #: � ' w ,' ✓ \- :. ; o <% a,'4 : �1 + .A MAP NO. 12105 P 3b103G0481H . `'' `" • ,N ► , r, _ '; , " �tia• 5.When an 1/A OW75 requires a vent,the unit shall be vented to the b.When s iIn manholes are owed to be installed M a drivew YOUNG t YOIJN6 �, ",' a �' " ,° . .. �.��!',. �'_. �►" " amp 9 aPPr �! FILED FEBRUARY 22, 2018 MAP DATE: SEPT. 25, 200q ,. y roof of the residence being served.Vent pipes shall extend a minimum or parking area,the manhole shall be designed to be traffic bearing to `��' �` Rlvewf AD.Nr n4oi FLOOD ZONE: X � _ of 6 Inches above the roof line and the top of the vent shall have a meet the requirements of AASHTO H-20 or HS-20 loading. minimum horizontal separation of 12 Inches to the sloped portion of the ng 631.721.2303 °• �..<..-' roof. In cases where It is not practical to vent the system to the. T The outlet Invert elevation shall be a minlmvm of 0.1 foot below the 2.SITE PROTECTIOWSILT FENCING TO BE AERIAL PHOTO residence roof,a vent pipe may be piped to the exterior of the inlet invert elevation. INSTALLED AS REQUIRED BY SOUTHOLD residence and terminate a minimum of IS Inches above grade and atTOWN. least I foot from property lines. Ther=e vent pipes shall be located a 5.Sampling manholes shall have on inside diameter of 2 feet or an o5 SCALE: NTS minimum of 3 feet from any window or doorway and must terminate with a inside area of 2 foot by 2 foot. 3. ANY SURFACE WATERS OR WETLANDS carbon filter device. All vent pipes roust have a minimum diameter of 2 SAID LOCATED WITHIN 300' OF THE PROPERTY Inches. q.There shall be a maximum retention depth below the_outlet Invert SILTY LOAW AREDEPICTED ON SITE PLAN. e LU b. Installation and usof the I/A Ot^CI'S must conform to the elevation of six Inches. LU Department's approved I/A OKM guidance document prepared In 10. All sewer pipe penetrations in the sampling manhole shall be accordance with the standards for "Approval and Management of watertight. Innovative and Alternative Onsite Wastewater Treatment Systems." V ELECTRICAL REQUIREMENTS: LU MINIMUM DESIGN REQUIREMENTS: �-- Control Panels = -JI. I/A OWTS tanks shall be constructed of precast concrete,fiberglass, 1. The control panel box must be placed outside on a suitable pedestal polyethylene polypropylene,thermoplastics,or other materials in near the structure that It serves. Alternatively,theronel box may be M .' accordance with Department standards and IONYCRR,Appendix 15-A. mounted on on outside wall of the structure (preferable a utility room, Q The use of steel tanks Is prohibited. and not a living space).Other locations for mounting the panel box will SArV 4 6RAvEl_ be considered by the Department on a case-by-case basis and with I/A 2.1,+en an I/A OKM requires a septic tank for pretreatment the septic OWTS manufacturer approval. tank shall be Suffolk County Department of Health Services 12/29/17 Dago IM designed In accordance with sections 5-101 and 9-IOq of this 2. The name of the I/A OWT5 OtM Provider must be clear) identified d i ✓`y y - -f ,48 EDGE OF POND standard. on the outside of the panel and include a phone n•numtxr to contact in case of alarm. 3.Unless otherwise specified,the leaching structure/systern that follows 7-70.00, RESIDENTIAL on I/A OWTS shall be, designed in accordance with section 5-107 and 3.Exterior panel placement enables the system to be serviced at any VACANT LAND 5-110 of this standard. time,eliminating the need to access the Inside of the building. m location to help i ft11EL. .84. At a minimum,all I/A OWTS treatment tanks shall have 20-Inch c4. The panell box must be within view of the systeilitate o eration and maintenance. `NO t'V''`T� ui 455' covered access openings to grade located over the inlet and outlet. faz _ 't O • \ Covers shall be either 20-inch diameter watertight and Insect-proof 5.The control panel shall be placed at a comfortable height for forking cast Iron covers or thermoplastic covers of final grade.All access in accordance with Federal Emergency Management Agency � ' covers and chimneys/risers shall be designed in accordance with section (PUMA) flood zone requirements_ t �� 5-III of this standard. \ 6. The panel shall meet National Electrical Manufacturers Association I- \ 5. When a I/A OW75 is approved to be installed M a driveNay or (NEMA) 4X specifications. parking area,the unit shall be designed and/or installed to withstand H5-20 or 11-20 loading as designated by AASHTO. '1. All below grade wiring must be run in electrical conduit. The conduit EL. 420' nn b. Garbage must have appropriate seals to prevent gases and moisture from grinders shall not be permitted when an I/A OWTS is utilized reaching the control panel or junction boxes. an as means of sewage disposal. O 'i. Water softeners shall not discharge will a Into on I/A OWT5 and the wi t Each system shall be equipped with functioning warning system which ` ll activate audible and visual alarms that can be readily seen and Department recommends water softener backwash be- corrected to on heard by the occupants of the building served. The Deportment onsite drywelf acceptable to Town or Viliaoe building Departments. recommends a telemetry device be Installed to provide immediate \ 5. I/A OWT5 tanks shall be watertight and constructed of sound and remote alarm notlffcotion to the OdM provider covered by the 04M N agreement. O durable materials that are not subject to excessive corrosion or decay. q. Systems which are not designed to flow by gravity arc recommended Z it- to be equipped with a control panel with means 0-r:+nnecting a q. All tanks must be watertight. Two methods of ensuring tanks are portable generator to operate the system during o power outage. ui 0 U! watertight shall be either vacuum testing or water pressure testing r Q V methods as follows: PUMP`'.BLOWERS•LEVEL SENSORS.AND CONTROLS: -� P� � 10. Vacuum testing- Seal the a tank and I a vacuum to four(4) Ing m'nP�J apply I.The electrical junction box serving the pump motor and floats must be lnches(IOOmm) of mercury. The tank Is approved if qO% of vacuum is watertight and located outside the I/A OWTS tank chamber. ' _2�F� held for two minutes. 2. Any blowers located outside of the I/A OWTS utt�must be placed on If. Water testing: Seal tank;fill tank with water to outlet Invert a pad Suffolk Oat"Department of Health Services 12/24/1?Page 143 elevation, let stand for 24 hours.Refill the tank to the outlet invertQ Z QU (concrete,plastic or fiberglass) and have a soundproof enclosure Q after the 24-hour period Is complete:. Let the tank strand for an cover. additional 10-hour period. The tank is approved if water level is held UJ N Q' for the 10-hour period. Wa'!cr presstn^e testing is recommended to be3. All pumps and float trees must be accessible and serviceable from Q Q done onsite after Installation. access openings. to 0 PROP L << Q i/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The, floats shall be, attached to a Schedule 40 PVC float tree that NEW SERVICE PRA�PO PATIO ��y ' P � ti can be easily removed for service or adjustment.the floats shall not PRO CONTROL q�pC�i be attached to the force main. o CENTER y� 1.Reinforced concrete shall have a minimum compressive strength of `OA 3,000 pounds per square Inch (psi)at 25-days set. 5.The Department shall observe the pump system cperate through a � J w normal operating cycle. ' 2. Wall thickness shall be a minimum of three inches unless the desi EW SANITARY has been certified by a New York Licensed Professional Engineer as &.Inspection for leakage of the force main fittings hill be made during LINE d HOUSE ` •O O complying with all appropriate regviresments for thin watt construction.All the pump test procedure. CONNECTION walls,bottom and top shall contain reinforcing to resist on applied PROPOSED 2 STRY 0 force of 300 pounds per square foot(psf). WD. FR. DWELLING VENT TO d OARAGE 3. Pre-cast concrete sections shall be scaled with one (1) inch butyl ROOF (4 BEDROOMS) Fes-• rubber Joint sealant which conforms to A5TM G-gg0. t„I F.F. EL. = 41.4' m 4.All sewer pipes shall penetrate th-, vertical sldewall of the tank and C.O. I GAR. EL. = 45.6 shall be scaled wfth grout or other means acceptable to the Department such as watertight sealed flexible joint and the pipe w gasket fastened to the pipe with stainless steel retractable clomp(s). P. All joints shall be sealed so that the tank is watertight.See section PROP. , 5-114,13.10. Tanks that are cast In place require prior approval from the PORCH \ Department and must be certified by a Licensed Professional Engineer. \� At a minimum,the floor and walls of a concrete tank must be RED A monolfthlaolly poured. `, �,� CL, 6. Whenever practical,concrete I/A OWT5 shall not be located within M• O groundwater.For Installations that ams placed within groundwater,the i 5' bottom and side portions,up to IS Inches above highest - fury I N E�-_R)a ii2 ERT i c ICA Tn nN RPC.L'I RE D_ PROP.L 5' ; recorded/expected groundwater elevation,of the I/A OWT5 unit shall �.ON' TT LJCT1^fid DIST. BOX c NEW 20"iP MIN E.P. ! MIN. Q ;^'�'' } O be monolithically constructed. In cases where this is not practicable,the SuJcfi-,1- P.r.- Or: RTA- CI -., POLYLOK NEW NORWEGO SINGULAIR I/A OWT5 unit shall be water roofed to 15 inches above the ht �s-C^ INS"ALLAT'ON est LtNt] ,��, - BIO-KINETIC WASTEWATER V_ 1 recorded/expected groundwater elevation and leak tested to ensure � • TREATMENT SYSTEM tightness prior to operation. v IA/OWTS MODEL TNT-600 OPD `, PROP.tu 7405 -7. T. In cases when concrete tanks are Installed In groundwater,the design Fon F,NA L A PPP.O vAL, ��� ���' , DRIVEWAY �J ��O i 4 professional shall submit buoyancy calculations to prove the weight of �� PR013 WALKWAY \ {� F NE the tank(with or without anchoring or the addition of ballast) will be of NEW 5 NEW least 15 times more than the weight of the water displaced. The L.P. MI L.P. 6 buoyancy calculations shall be done u_,ing highest expected/recorded No PROJECT: groundwater elevation with the tank empty. Soil cover on top of the M ', , tonk(s) shall not be considered when determining the amount of o, ROYALTON ROW anchoring or ballast weight required. o '+ PROP. WATER SUPPLY LINE; ' EL. 45.04' ` 6 LOT 11 (� ALL PROPOSED SEPTIC�', EL. 48.60' SYSTEM COMPONENTS SHALL SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL NEAREST CR s MAINTAIN A 10' MIN. � ��� To GOX NECK ROSE SEPARATION 107.371 '� L 72 2 ,, ��jl�r/ �� COX NECK ROAD /2��j O MATTITUCK, NY 11952 95 •00 _� � � �`, EXIST, �/ DRAWING TITLE: ', _ IA/OWTS Norweco _' - WATER METER _ _ - SITE PLAN LINE PROPOSED I/A OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FORA ® - SINGLE FAMILY RESIDENCE ONLY _ T , �' PAGE: %li, P-MOL '00" 0 _-_ DATE 2/11/2021 H.S. REF. No. R-21-0177 -----------___ It 11 ,"- APPROVED _ DATE: 01/21/21 10F 2 FOR MAXIMUM OF 5 BEDROOMS -- --- --------------------------------------- so - ----------------- EXPIRES THREE YEARS FROM DATE OF APPROVAL s TO ,a SITE PLAN sCALE SCALE: 1" = 15'-0" CONTROL CENTER 4 WIRING DIAGRAM NOTE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED WHEN INSTALLING THE NORWECO CONTROL CENTER CONSUL AND TIME CLOCK SERVICE PRO• OPTIONAL 'MONITORING, COMPLIANCE, AND DIAGNOSTIV (MCD) AND INNOVATNE! ALTERNATIVE ONSITE WASTEWATER TRFATMEM SYSTEM A/A OWTS) LEAC4IN6 POOLS(2) KNOB CONTROL CENTER TELEMETRY FUNCTIONS. DIAGRAMS SHOWN REPRESENT DOCUMENTATION 1. VA owns SHAM HAVE A MINIMUM TREATMENT CAPACITY OF 550 GPD(5 BEDROOMS'). I. MINIMUM LEAGFBING SYSTEM FOR A S'BEDROOM NOISE 15 400 WSIDBiALL LEACFNNG ARE/l READILY AVAILABLE FROM MANUFACTURER. INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER 4 ENSURE PRoPoSeD NoRrrGo"sn+6uLAIR BIo-KINETIC.WASTEWATER TREATMENT SYSTEM MODE. (2)a'm x a'VITW17 iE v-PTH LEACHnS,FOOLS PROVIDE 400 Fri LEAufINS AREA INSTALLATION 15 IN COMPLIANCE w/ ALL MANUFACTURER SPECIFICATIONS TNT-600 em;P PRavIDEs boo GPD T+xEATrgNr C.APACKTY. a'0 x a'EfTr�crnE DePTH LEActffN&Fool PROPOSED FOR so%MANSION ALARM NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. 2. ISTALL ALL a wowNTS AS FUR MANJ.SPECS. 2. LEAGHIN6 POOLS TO BE cON5Ta/GTeo OF PRECAST REINFORCED cONCREIE(OR EQUAL.). LIGHT 'S. A 10'MIX DfSTAWZ BETHM N THE 1/A OWTS AND BUILDING WITH CISIARBASE HENT SHALL S. ALL covets SHALL BE OF PRECAST RewoRcm cONCRETE(OR EQUAL). O Be MAIITAI IV,OR 5'MIN.DISTANCE IF BUILDING IS UPON A SLAB. 4. A 10'MIN.DISTANCE BFTMEN LEAf.MNG POOLS AND YIAT9R LIDS SHALL BE MAINTAINED. 4. A 5'MIK DISTANCE BETI^EN THE VA OKM AND DIST.BOX SHALL BE MAINTANED. S. AN W MIN.DISTANCE BETHEEN ALL LEACFNNS POOLS AND same TAN,SHALL BE MAINTAINED. RESET • -ALTHOUGH ONLY 4 BEDROOMS EXIST AMONG THE PROPOSED BUILDINGS,SYSTEM SHALL BE • -ALTHOUGH ONLY 4 BEDROOMS EXIST AMONG THE PROPOSED BUILDINGS,SYSTEM SHALL BE BUTTON CE51ON D TO A 5 BEDROOM CAPACITY. Df!5f6 NED TO A 5 BEDROOM OAPAWM PROP.(4)BEDROOM INIWINSERVICEPROMCD.COM DNEI.LIN6 r' PROVIDE NEW NORHEC.O SINS"IR POWER 5EGONDARY SAFETY BIO-KINETIC WASTEWATER SWITCH oN FEEL•4T.4' COVERS BENEATH EACH TREATEMENT SYSTEM NORWECO,N PRIMARY covER(TYP) MODEL TNT-boo GPD POLYLAI,20'D-BOX N/SECURITY NORwALK,oleo GRATE 03AFPLE R OV IF INLET USJI OFF z z GA Ave.GRADE EL-45.41 PITCH EXGame)j'PER FOOT) 5%MAXIMUM SLOPE Ga. MIN.4'DIA. I'MIN. I'MIN SDR 55 Pvc 25'MAK 2'MAx 4 SERVICE PROs CONTROL CENTER 4' MIN.4'DIA. EQUN. SDR"PS PVC OR MIN.4'DIA r E WR 55 PVC,EQUIVALENT o f Eii11N OR MIN.PITCH ':1 MIN.PITCH J'�I' ----------FLAW LJI� ST ND,�fiZD SEfi�V ICE PRO CONTROL CENTER (PRE-W I RED) W MIN.PITCH 1'.I' 4 0 (PROVIDE END CAP SCALE: NTS TYPE LEVELING U NEN BJ NT DEVICES AT OUTLETS) ': LEAGHINS POOL. PROVIDE 12'THK. o V (MIN)BED OF U FEMALE PHONE OR = J SAND OR PEA AUX1 RELAY AUX2 RELAY DISTRIBUTION BOX S SEM GRAVEL BENEATH ] DISINFECTION INPUT INPUT 0 Fo 81 �� FO n NETWORK JACK U J SERVICE PRO' AUX3RELAY �" - 3.., Q t�. CONTROL CENTER INPUT REPLACE EXIST.SOIL —o.+ ►i/S'GLEAN SAND O _ .TwT AUX i Q L®_III1 J 1 ® ®J L® ®J Q / _ i x ,,.✓y✓�� COLLAR SURROUNDINGO �rw�eo DISSOLVED LP WHERE EXIST.SAND z' OXYGEN NPUT LAYER NOT (PRESENT . © OQ — PHONE OR + n s m m NETWORK CABLE x m Z O ^`4Ilk Y•®1 O O Q OLVENT AUX2 Y®J c. INPUT JUMPER MALE PHONE OR P� AUXI RELAY VOLTAGE a NETWORK PLUG FROF05ED I/A OATS DETAIL �IS INPUT ®J .A �. SCALE: NTSAUX2 RELAY ON _ _ _ INPUT JUMPER 115 VAC TO NORWE00.NC. --- NORwa K p#O AUX3 POWER SINGULAIR U.sw OFF VOLTAGE AUX3 RELAY SUPPLY AERATOR INPUT INPUT JUMPER BLACK BLACK WHITE 2 WHITE GREEN GREEN SLATE OP. OTHER MODELTNTCONTROLCENTER AUXUARYALARM INPUTS ' STOPPER OR SUITABLE COJER STOPPER WITH AUXILIARY ALARM LABELS END PLUG END PLUGG WIRING DIAGRAM _ - �- - � �r W W - �I �, SEi�YIGE �'i�0 GONTfizOL GE1�1TEiz w/ Oi�TION�L MGD � TELEMETi�Y �UNGTIONS W H SCALE: NTS Q Q SEWER PIPE Q �-- 45i ELBOWS 30' ELBOW 45 E LE O''dd \�— 60' WYE ALTERNATE "A" ALTERNATE "P'* 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 CLEAN-OUT (C.O.) DETAIL W SCALE: N75 U ed Q W d' EDA a o x37405 y04 OF NES PROJECT: ROYALTON ROW LOT 11 SUFFOLK COUNTY HEALTH IDE ARTMENT >4FFfi OVAL COX NECK ROAD MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED VA OWTS DETAIL WIRING DIAGRAMS PAGE: sr-200 DATE: 01/21/21 20172 SITE PLAN HATCH KEY: oo ® PROPOSED BUILDING ADDITION D Q L ® PROPOSED ACCESSORY STRUCTURE Lu Lu f, ® PROPOSED 2ND STORY nil 0 J_ H F.AOE E� : O PROJECT LOCATION & SCOPE z NEW 2 STORY WD. FRAMED DWELLING WITH ATTACHED SITE PLAN & ZONING DATA = O�ARAC E AND GO��R�D FORGH z . Q o G ERAL NOT w ENERGY TABLE -_Ji 00 "> STRUCTURALSI :: <,::..,.,\; 3:, DESIGN CHARTS Z TAX MAP # 1000-115-07-Ief.40 i,�- HOLDOWN ANCHOR BOLT STRAPPING, & NAILING DETAILS Q Z � ZONING DISTRICT A-G FASTENING SCHEDULE LL w (D 113.48' LOT AREA 0.7 ACRES r- _ Lo 1` 1 _-�O•p0 Y�ETLANDS DISTRICT N N/A �-®®�-.00 FRAMING GRAPHICS o BEAM CONNECTION PATTERNS I - O DEG DISTRICT N N/A FIREBLOCKING DETAILS Im 1 \ SUFFOLK COUNTY HD APPROVALR-21-01,71I O I OO I I 5 PROPOSED FOUNDATION PLAN :ate` \:.\ i.,���\\ ` HABITABLE SPACE PROPOSED: 2 J 1 t \ BASEMENT AREA - Q I A-102 .00 PROPOSED FIRST FLOOR PLAN FIRST FLOOR AREA 1,1187 S.F. 1 _ - - SECOND FLOOR AREA IA62 S.F. �gR Yq ` TOTAL BEDROOM COUNT 5 � _ - Q j,Q I PROPOSED SECOND FLOOR PLAN 1 \ \ DECK \\ J i 1pCw. 240 SF \ - Q PR POSED EX R R ELEVATIONIS I \ \ \ \ o Lu 1 i9 S�Rr N a � LOT /� PROPOSED EXTERIOR ELEVATIONIS = \ A-202 .00 1 I �Op S� \� DESCRIPTION (FOOTPRINT) AREA COVERAGE bi TOTAL LOT AREA 51,85'7.0 S.F. z 53.6' PROPOSED BUILDING I,ab•7.0 S.F. 6.296 w PORCH $BRgG A-I-,-) I .00 BUILDING SECTIONS t•- 1 I 502 SF 4 SAF \ \ PROPOSED GARAGE 584.0 S.F. 1.5% II \\ PROPOSED COVERED PORCH 502.0 S.F. 0.1196 ? Lo PROP05ED DECKS 310.0 S.F. 1.0% A-�jO2 ,Q I BUILDING SECTIONS DESIGN DETAILS I \ I \ � TOTAL AREA OF ALL STRUCTURES 5165.0 5.F. CIA% 0 1 - - - - - _ _ _ DRIVEWAY WALKWI�Y _ - , - ' **MAXIMUM LOT COVERAGE ALLOWED - 20 % m 0 1 - -LL1 - - - - - - - - - - - - \ 6�0 - ® DESIGN DETAILS I40' FRONT YARD Z 0 1(� \ ~\\\\ Lu a=` fix,,: \ U m to 1 In REQUIRED PROPOSED COMPLIES .®® PROPOSED STRUCTURAL PLANS W / FRONT YARD 40.0' 55.5' YES N SIDE YARD 15.0' 58.1' YES ~ 0 �j- PROPOSED STRUCTURAL PLANS o 0 BOTH SIDE YARDS 55.0' 111.'1' YES eDG� OF pp�./1NG PROJECT: R=5115.00'- - --�•. REAR YARD 50.0' 54.5' YES RO1'ALTON ROW - O ,QQ PR POSED ST UC URAL PLANS ROYALTON ROW LOT 11 DESIGN C DWV/ WATER SUPPLY RISER COX NECK ROAD GAS RISER MATTITUCK, NY 11952 DRAWING TITLE: S I T LAN „' 1 n� x}., a :,\i\;:± k.„ w..'" :3;>a. �:` PROJECT LOCATION & SCOP <j �' \"s R' E \.�:p i fY" •A"»x,� P "w«� :6,ke=y •.Ri �. E..�� :`�sA.��. aii:, .Y`.'.` �,4'uj•..,, ty,.: i, 2 - ,p\ SCALE: 1'-0" L i>el..o \ G� SITE E PLAN & ZONING D G ATA A. jA \` :.I,,:� , •.fax `.\i. , .:;" :'�_ >n, :z~ \.>:�~�.<>\. <.\\sem �x3. \., .1�£ .'''r 1;sa" �\\\?e x, ,\�,x,t\"• q31�'-.?' <. B".ar� IJ a�� MAR f : .i, .�\. x''�e'.. c. �\ s `•�': wd' •zf." g b 2022 `:E \. ,:\�<ty.:i';p i f":• •?4.' `Y.`•� 't83se:' :�` : <',R°&'>. g:'¢' �, �;> ;� ^<:.:"• t�� BUILDING DEPT `:;.. TO x�:� :fix,.. �:. tea•:':` ,1£`a ,' OUTHOLD PAGE: h' Vis.. p py \•3 ?`.kwY �ii.i'fx ::.F4 a; \�,,. �;�.i\Y r<.a�:. .4 '•.i��$p,o 3 •i � �dm :� \3 SU�JGT �'ROFRTY -00 :10 0 :1 v t.3 '� a ,f g �^ 'L �. .\ z.;.:. \vc �\` i:x \\\� \\ \ 14. \ \ "s g".. \ a. a, �t Y Pffi , ft ' DATE: 03I OF 16 „\, '. .: a`�' . \y� /08/22\ < ,., :r «�.� w�� '€`' <�:�A_ ',; ",.ate.. .`€.` .u...'-'F".".':'.. no 114.. :... \. \\,, a. via:. O i,.,, l x „ aa��`• \\� 'aa. °\a's`,: •`se ..,:•z_ :yi eY,.hBe: i\ a3. s \\ s•: w « v a� y.. , SITE LAYOUT NOTES: ;Yi` ::Y" x`: `�°•` r-4='.8'`�4 �. �'`:�.y,ea ., „ :> VV » ' I. THIS IS AN ARCHITECTS SITE PLAN 4 IS ,:;° :"�• `\. :` fl�pl SUBJECT TO VERIFICATION BY A (GENS D ' / /SURVEYOR. THE INFORMATION �' .\ -;• • ti, „ ,Via:y ,i rte: e-S...F. ...: ;;.. <.... .: ,. `:i �'?x' a £.,.e_ c•:.�s`&'::. x is x ' > «�`.z� ' >REPRESENTED ON THIS 51l'E P AN IS TO THE 'L� y :�' ">;�'`L 2:• a;,'�a.. `x: ,iiia$. ?\ \ x ' f F''i� °��'#'.<'� .>g: 4`i b,' /4. �;ra�. R A GHITEGT S BEST OF KNO EDGE r�- .:fi:= x�`Et., 3` y. , •,�.. cr i �r i t 2. SURVEY INFORMATIONWA I ED � �. ,�,«Mr ��•' S OBTAINED .a�>,° •. �' �.� �vp. °-.t.„::r� 7:1',s a'`' p� r,,f.r `%'','• .:s°;,:; � -'�l. lfr. & ;5� Y y `R., Sl R x` F OM A SURVEY DATED SEPT. 17 2020 � `?.,. `��<: II b^ , :w , i.,. 3x. AND PREPARED BY: , ��� ,'2_�z" .;�>• ::��` a�. $- •:' ' , a•• tscs PETE A. GROB N .»�::3:x� \<f, .. `:� '�'. <<`•< _' �:"':<>;,. Y gig:.: 3 0 C) '' '. `i \ t? iFi•.<.` `\8'.,,. 3 ;<" Vis. �E•.:, .. .>, 14 LAND SURVEYOR xa ,: . fur\ ;"'. J` P.O. BOX 704 RIDGE, NY 111161 OF �3E TELEPHONE: (651) 8411-4750 LOCATION MAP SCALE: NTS _ Q Q _ OENERAL EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. LLu WHEN APPLICABLE) 1 '-'v2° W EXISTING TO REMAIN -� NEW FOUNDATION WALL 4'-0" 3'-3y2" 3'-Oy2" 3'-II" 3'-II" 12'-2y2" NEW WOOD FRAME (L.G. NATURAL LIGHT $ VENTILATION Q STL. WHEN APPLICABLE) G (HABITABLE SPACE) NEW I-HR FIRE RAI-ED ® MIN. (2) 2"x4" STRUCTURAL FLOOR AREA 24'i S.F. O �r rr r WOOD FRAME (L.G, STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL A5 REQ. S.F. PROV. P057 FOR 6" WALL5), U.O.N. PROVIDERF LAT LIGHTIN6;MIN. 85� NEW 2-HR FIRE RATED _ Ia.6 S.F. 28.1 WOOD FRAME (L.G, STL. { MEMBRANE OF FLOOR AREA C _ _ CL SLOPE AWAY VENTILATION;MIN. WHEN APPLICABLE,) I FROM BUILDING r _._ _ - 4% OF FLOOR AREA a•a s.F. 15.32 Z ` 02 "O 0 FLOOR PLAN NOTES - ry z ry 14'-2,V2 2 z I S, DOOR NOTE: NEW LAUNDRY ROOM: m 4 j NAT. LIGHT NATURAL LIGHT $ VENTILATION da= \�'' Ld.. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH / DRY HOOK UP VENT NOTE: ' " �.v / (HABITABLE SPACE) W OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 2.INSTALL NEW EXTERIOR D001Z5 WHEN GALLED w/ SIZE OF EQUIP. D LIGHT REQ'D ......25.0 S.F. 4 4 4 \s' FLOOR AREA IS"I S.F. 'J OO OUT ON PLANS BY 'THERMATBU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'5 PER MANU. H I 4 H E 11.3 S.F. > 0 3.DOOR TYPE TO SELECT VENT REQ-D......... SK REQ. S.F. PROV. z 4.INSTALL AS PER MANU SPEC.'S x5.66 S.F. 3. PROVIDE (2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: LIGHT PRO .......... LIGHTIN6;MIN. b% 0 4.5EE PACE G-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR VENT PRO............. 4a.11 S.F. �, 15.0 S.F. 2O•�{(� 3 OF FLOOR AREA 4 ELEMENTS AROUND DOORS (7YP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4 VENTILATION STAIR 8 RAILING NOTE: 3.DUCTOFIF-NSIZEAS PER MANU. �'N05 F 'I.5 S.F. II.76 ..J `�y ;MIN. Q Z r"I 4Ai O. FLOOR AREA N O I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER _ V' W Cfl 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINm 5EDROOM#2 = Lo m T4 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO -cV = 313.4 S.F. I cV r- Lo NOT TO ALLOW PASSAGE OFA 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3 m - BEDROOM#3 Q 36" HIGH HANDRAIL d 5PINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 1 J Q TO ALLOW PASSAGE OF A 4" 4) SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - 0 24"1.6 S.F. D 3. &RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. SM/GO 3 rrt W b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 3 LIVING ROOM METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4 ` ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 255A S.F. I rH I. SEE NOTE ABOVE FOR STAIR b RAILING INFO. 1 • V 2.RAILINGS SHALL BE WOOD CR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL = 4 5CREW5 5MI00 CLOSED P. GONG. STAIR: 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER W LOCATION TO THE WALL OR ROOF TERMINATION. THE D I oa 11 O O = OI. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 a'-O" 10'-5" \ CL. a 2B 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL.. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 0100 _ ..J FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ;p EXTERIOR GRADE PAINT A5 REQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. 6,. I m s \ 4 Q COATING - - - 3.SEE FOUND. PLAN 8 DETAIL 10 !L • D ''' S, A:.".:.. a \ 5M/GO NEW FLUE: �' 6,. � � `' p , SMOKE DETECTOR / GO DETECTOR NOTES: 6 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS ® 10 I WALK-IN CL. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.s - PROVIDE NEW WD. FR. ENCLOSURE w/ •O I 60 S.F. I Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1/2 COX PLYWOOD d SIDING AS NOTED - CHASE - O { 8 fD 4'-0' 2.INSTALL ALL A5 PER MANU. :iPEG.'s SECURING ® STD. SIDE WALL" ON PAGE 6-004. O � Cl O 187.8 S.F. \ '•e§` 3.SMOKE DETECTOR AND CARI30N MONOXIDE DETECTOR 2.PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR iV r - - _ - 2_q IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT a'-O" l0'-0" rn 12 • °' FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM ® I I SM/GO 77 77- E 814, ASTM E 84, AND UL 147x. _ 2 -� A WINDOW NOTE: 3. MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY I ® O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". BATHROOM#2 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING m 1 4 2, HALLWAY g \ (AS NOTED); INSTALL AS PER. MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE Ib0.8 S.F. m O SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS (� VENTILATION 15 NOT MET BY MEANS OF NATURAL C = Oi 4,_5„ [x' AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO f_1% / f WINDOWS - ALL CSMNT WNDV45 SHALL HAVE OUTDOOR 5FACF-5 AS PER NYS MECH. CODE SECTION 5TRAI&HT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. 5FE05 O • / 2.IF DOUBLE HUNG - ALL DBL. 14UNO WNDW5 TO BE ® OPEN TOX10 5M/00 \ II TILT WASE+ NEW ATTIC, ACCESS - PULL DOWN STAIR: '� 4 4 4 tt BELOW - - - 1, S ;•_ \ GL. p 3.ALL &LAZING WITHIN 18 OF FF TO BE TEMP. GL. 4-0' m I I I ` /` / 8 I. MIN. 350 # CAPACITY - g,, /i•, A IG \ ? ?\ 0 = 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I g� �. \ ,� N WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. _ '- : " - - - HAT 22"x30") BATHROOM#3 EGRESS NOTE: 3..'75 HR FIRE RATED 64.6 S.F. \\ p IN COMPLIANCE WITH NEW YORK: STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s I _ _ _ \ Z E6RE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS _ I H \ ryr / CLOSET w { - - - '74 S.F. H e NET CLEAR OMNINO........... 5.7 S.F. in I - .0 13 I g NET CLEAR HEIGHT............... 24" MINIMUM Oa 8" SQUARE STRUCTURAL PERMAGAST COLUMN I I- y2" " E` N NET CLEAR WIDTH................. 20" MINIMUM b'-O" 3'-II" 3'-II" 6'-O" 6 L -5 X14 .k I Z 4 - - - _ LAUNDRY INSULATED 14 " ROOM DOOR / to to TYPICAL PLUMBING/HVAC. SHAFT: 7;:` n g' 32.5 S.F. to PRECISE LOCATION 6 SIZE TO BE DETERMINED IN FIELD b� Oa / - 00 RHEEM 4 TON AIR CONDENSER MODEL NO. II RA1645AJINA (OR EQUAL) m o� BEDROOM #5 O Iib 0 ° PSI' --- , z m --ALUMINUM ROOFING_ \ 4 �: � Z L U m \ K ^;9 w cli z 4/ 04 Q V\ K ui 00 NATURAL LIGHT $ VENTILATION \\ �'; 4 o p (HABITABLE SPACE) \ K a" a FLOOR AREA 35a S.F. \X 4 \� p'� PROJECT: .\:, :. 01\\ \ .\ \ .\... .\. \\. \ \\\. \�< SK REQ. S.F. PROV. r m -- \ ROYALTON ROW LIGHTIN6;MIN. \ ::.:...... 28.7 S.F. 3a.Ia .\�\\ MAORI , \\\\ OF FLOOR AREA \0, LOT 11 DESIGN C \\\\ �\\ \„ VENTILATION;MIN. TAG DESCRIPTION DOOR QUANTITY \ \.. NOTES P, \ \, : 4% OF FLOOR AREA 14.4 S.F. I�i.60 " \ ..:\ .. COX NE ,, \ CK ROAD .� MA :> \ \ \ ''s 7 952 e�\, ....\ .�\, .�� �\\ O.. .� \ \,,...::�a=:•. \\: ,,, QIP .. .. ... .. \\.,.,..,�.,... .\,.... ,.; .. ' ...\.,a r\: \�... \... \.... OI DOUBLE 3'-O"X7'_0" 2 \ ':` c\\ \ « ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "G-005" FOR NAILING . STRAPPING DETAILS. DRAWING TITLE: , 2 FIRST .,.,. . \ .. , .. .. . ... , ,. \ .... 02 SLIDER 12'-0 X7 0 3 �► \\, \. \ 1 s . F � .. .. ... . . . ;.,,,,:.,..,: . :...�.\•, \�:, \. �..� .�\.. .O�\. o•::a::.. (1) FIR5T FL. --- G E - - 2 .; ,: :. :\•: • :. \\,..... \\.. 'o, . EGRESS\ 03 SIN L 3 O X-i O I .\ µ° .. \ I CELLAR \\?off`., .. �, ; PE1 N WINDOW DI ENI CLEAR \ . I M 5 ON \ .< \ . .. \\ \ > - \ FLOOR PLAN \. \ \. \. .\ \\ �. OPENING i�Ofi=OS \ \: .,. ,..� X17 S�GO�l1� .,, ,... . �..... �>..\.\.. ... . . ... .:.��.. Al .. TAG TYPE MODE ..\ \. . .... .. .\... .\..\.\. .\. \ .�o.. ..\\.\..., :: i i NT�IOIw. . ELS `` .. .. .. ..�\ .. \.. \... .\..�.. . . .. ..� .. �a .a :\, t\\ �: .,..,..\. .\.. �.... .� \\,..,.. .. .\\. :�� �` .\.� WIDTH 8EQ D: 20 >� �...woe. �.\.. ..\?: �.. \�:.\?� '�\O. - i": HEIGHT REQ'D:24° - ':: `IGH WIDTH - \...\ O.�fS HR\FIRE a, I^!.{ I mm T HEIGHT _ , � \. \.. � SGA E• / I O 04 SINGLE 3-o x-1-o 1 :�:�► \\ " \ 1,6C 2 5.�. HBIT,��3L S '�cG 2 230 5. . �\ 0'055 �i��� L 1 4 �:���;: \ ,�\ RATED >��\\ '� �� � _ OPEN REG'D: 5.'1 S.F. O O PAGE: .. :�:� ..c.�� `cam:. ��.. .\a �. ��� - 41-b =;a a;\ fjR J\0\01, In MWU\ �. \ \ \ ,_� A DOUBLE HUNG WDH2646 \\ �-� \\ \ 2 7 \ \\ \ \\ \ - - i' " B DOUBLE HUNG WDH210410 `; . '`\?\ 3 2 I I 5' O " i u u �\� \\��\\\\\.° \\\ :.\: 05 SINGLE 3-O X7-O 2 ;�. 03001 :: \\\.: \ _._, O � G AWNING \\ 1 \ •: , AW281 1 ��,.. \\ - - O6 51NGLE 2-6 )C i-O 2 • \\ \ O �.� ��\� D DOUBLE HUNG WDH2852 ���� °: �` o\ \,�, 07 SINGLE 2' 2! 0� 0 � o, I ..• \: \::: \ ..\ \,. \ \ \ �, DATE: O \: FE DOUBLE HUNG WDH3552 \\s \\ \\\.. 1 :. \\...: 7 \, t 4 3-a 5-4 '1.55 \ \ \\\ 03 08 22 OF 16 08 POCKET 2-O X7-0113 `\ �� F GLIDER :.; . .� \, WgR \ ... .\.. .�. � �... �.��� .\ .. SPRI NGL I NE \. .. - - \ \ 5E603 \ ... ...: .. ,. . �:....:. ... . ..<. .. �\... . ... . �. tee\ • \\,: \.\. \ �\\. � �.. �� :3 6 O \;. � .,a\ `»::\\a;ci.a \ H DOUBLE HUNG \ f 4-O TEMPERED �ry WDHI831017' .\:. 7 \ i-a 1-611 i_ a .�:• ..� \\::i` � �.�.:.. \\ SINGLE 2X"i O 4 s „ \, _j O10 \ \ I PICTURE P554 �. .:: { 4-0cr O TEMPERED z f \\. �",.:\• I DOUBLE 2-O >( -O 2 .. ,. ;: „ J AWNING AR21 \ \\\ :2'-0 \ 0.1 \ \ \\\\\ S * , 12 AN SINGLE 21-011 X7-O I c\\ °' °... •; \�• °� +"��\ ` � , _ , � 0 A \\\, ' K DOUBLE HUNG WDH2446 2-% -S \\ r \ \ 1.6 13 POCKET ° ;\vmw \ \ _ M, ............... ,SON °> \\\ \ \, L DOUBLE HUNG WDH38410It ,< 14 DOUBLE 3'-o"X 1'-O" I ` , a' s - BUILDING 5E:OTION NOTE5 AN TOP RIDGE HEIGHT O NEW ROOFING NOTE (TYPZ ELEV. +30.4' I. INSTALL NEW ASPHALT ROOFING SHINGLES w W 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO Lu 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HIN6LE OVER RIDGE d HIPS (AS REG'D) _ 6.PROVIDE RIDGE VENT (AS REG'D) ui Q T. FLASH ALL VALLEYS 6.INSTALL DRIP EDGE AS REO'D _ _ 12 4. INSTALL ALL AS PER MANU. 5PEC.'s 8 � R.R. AS PER PLANS F' I TYPICAL ROOF f CEI1-INC GONSTRUGTION: / 2 O • NEW ROOFING AS NOTED G.T. AS PER PLANS • 1/2" GDX PLYWD 5HEATHIN0 (BLOCKING ® ALL f PLYWD SEAMS) \\ • R.R., G.J., Q G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" 13RIDGING ® CENTER OF \ \\ SPAN U.O.N) � _ O �� \ \ • MIN. OF R-4a SPRAY FOAM INSULATION OR SECOND FLOOR GLC. HGT_� p R-49 BATT INSULATION ELEV. +21.0' �p-Q� \ Q (� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): p�? T z\\ H OUPON "TYVEK" HOUSE I�1RAP (OR EQUAL) O \ W 3 • UPON 1/2" GDX PLYWD. 5HEATHING ((BLOCKING ® ALL ua z J 00 Lu PLYWD SEAMS) z Q p BEDROOM #5 v J • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE z ° V ° i Z 0) • 2" SPRAY FOAM INSULATION (® R="T/INCH) w/R-13 Q O o = _ BATT INSULATION (R-rel TOTAL) Ml C) • 5/5" GW GYPSUM BD. ALL FINISH 0 m SECOND FLOOR____ = Ln O NEW Z SIDING NOTE (TYPJ: ELEV. +12.0' —� m Z 2" d' t � N I. INSTALL NEW FIBER GEMENT HORIZONTAL m LAP SIDING d VERTICAL BOARD b BATTEN O m _ W W Cfl 51DINCP �- - 2."TYVEK" HOUSE WRAP (OR EQUAL) i� F.J. AS PER PLANS 5.INSTALL ALL AS PER MANU. SPEC.'s � - - 4.PROVIDE ALL NECESSARY TRIM FOR B PROPER INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF FIRST FLOOR CEILING HEIGHT W FOUNDATION WALL ELEV. +10.9' O NEW 4" THK. P. GONG. BLAB w/6"xb"-10/10 - REINFORCEMENT AS PER DETAIL U W TYPICAL FLOOR CONSTRUCTION: n MUDROOM 2 GAR F_ O _ U • NEW FLOOR JO AS NOTED ON PLAN GARAGE �i � � s J • 3/4" GDX PLYWD T46 5HEATHIN6 (BLOGKIN5 ® ALL PLYWD SEAMS) 4 Q • F.J. AS NOTED ON PLANS (® SPANS OVER 6' FIRST FLOOR INSTALL "X" BRIDGING-' a CENTER OF SPAN, U.O.N) • MIN. OF R-50 BATT INSULATION;PROVIDE MIN, 5" SPRAY FOAM INSULATION (R=VINCH) AT RIM JOIST - _ F.J. AS PER PLANS TYPICAL LEDGER 50 NRD FOR R.R./G.J./D.J.: BASELINE O s O I. (1) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTER5ECTIN6 IQV ELEV. +O.O' JOISTS, SECURED w/(2) 5/6" 4) x 5" LONG H.D. GAL. LAG BOLTS 0 I6" O.G. I I I I 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP5ON' (OR 5 EQUAL) AT G.J./D.J., OR H.D. GALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL I - ( BASEMENT 10 UNHEATED A-401 O 1.5"x5.5" LVL STUD FRAMING AT DOUBLE-STORY ° I UNFINISHED FOYER WALL5 I I I I I I W I I N A-401 Z Q 55GTION G /A-502 W SCALE: 1/4" = N'-0" c=n z U) 0 0 0 W m H HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE O SPECIFIED ONSIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; w PLANS AND NOT PROJECTING MORE THAN 4,V:2" INTO 2 PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT V m J015T HANGER BY 51MP50N' OR EQUAL NOTEw \ FIRST F I N I SHED FLOOR I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MA50N TO ADJUST 4"P.GONG.SLAB CV \ HGHT OF LANDING A5 REG'D TO w/6x6 10/10 mm N I" UPON COMPACTED ACCOUNT FOR FINISH MASONRY (gyp) FILL H 0 \ 2. ALL HORZ.SURFACES SHALL BE PITCHED GRADE a M V2 MIN. SPACE BETWEEN m 1-46 AWAY FROM BUILDING WALL AND HANDRAIL REBAR BENT TO '4 = ° •' 3. FOR SLABS ABUTTING FRAMING, INSTALL SLAB A5 SHOWNItPROJECT: COPPER FLASHING FROM 12" ABOVE AND i 5/4" PINE RISER \ ADJACENT TO SLAB, BED ALL FLASHING y` \ \ \ _Z IN ASPHALTIC MASTIC a '•ice //\//\ 5%W PINE TREAD STANDARDS FOR CRIPi�A�BLE HAND RAIL �,� ,, \i,\�i,,�i/\\i/ � ROYALTON ROW SCALE: NTS �- •4,: a i ,ys� / bi / LOT 11 DESIGN C (I) #4 REBAR ® EA. c ,5� • • \ \Ix \ GR055 SECTION XQSTEP;3" GVR ® ENDS �,P� . • /\/\/\/\/\/\/\/ 9 • \ //\//\//\//\//\/ -z HANDRAIL 0 CIRCULAR NON-CIRCULAR % / // //\\//\\//\\//\\//\\/ MIN• i" ROUNDED NOSING x CLEARANCE / / / / / 114/4" RADIUStu �� 10" i�� •° \�\/\\ \j\\j\\j\\j\\j\\j\\j COX NECK ROAD (NOT INCLUDED IN z 3-6 5 / / / 4"-6y4„ LANDING - MIN. •f j\j�j// GOM i�TED j\ /\X, z MATTITUCK, NY 11952 TREAD DIMENSION) y� \ \ \ \ z PERI- 2V4 X • \ \\\\,, I I,I \\' MIN. V411-2 MAX. m Q , .,���:.: //\ \ , 1 „/\//\// //\\//\\//\\// METER 4" P.GONG.SLAB w/ 2"x4" T'- i / #4 REBAR m 10 /\ \ z_IL O b"xb"-10/l0 WW.M. KEYWAY , ' ij i: \ \ \O.G. (M\N. 3) /\/\/\/\/\/ / z � \\j\\j\\j\�\/ \\j\\j\\j\\j\\j\\ o DRAWING TITLE: O \` ' DRAIN CONNECTED COMPACTED FILL BUILDING SECTIONS 4N z U �,//\ //\//\//\//\//�// // // // // DESIGN DETAILS W TO EXIST.MAIN LINE N -1 tu N �/ /c / \\/\\/\\/\\/\\/ NOTE Ul ra— •- ----•- I. \\ \\\�.� /\\ \\ \\ \\ \\ \� ALL P. GONG. 77 7 /\/ #4 REBAR CONT. 0 10" O.G. (MIN. 5) .•.j I.4 \ \ \ \ \ \ \ \\//\�/ 4,000 P51 (MIN) \//\\/ m (1) #4 REBAR CONT. P . \ \ \// \ \ \ � \/\/\/\/\ \ \// (5) 2"x12" STRINGERS ® w/R-21 _ 9� : ' \/\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ PAGE: INSULATION, IF UNDERSIDE 15 FACING #5 BENT REBAR 0 12" O.G. II•' \ \//\//\//\//\//\//\//\//\ 5TORA6E/NON-HABITAL SPACE / / I�. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 8" THK. P. GONG. WALL • I // // // // A-302mOl Y2" STO'RACE UNDER (U #4 REBAR CONT. • 'c-� // // // // // // // // // // // // P. GONG. FOOTING AS a .:4 ; ! \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/ (NHEN AFFL I GALBE) /\/\/\/\/\/\/\/\/\/\/\/\/\ PER DETAIL 10/A-40l \\//\\//\\//\ DATE: 03/08/22 11 OF 16 N TREATED Pql CO SILL FOR CONTACT BELON O RADE MASONRY STAIR DETAIL w/GONG. (IF APPLICABLE) A-302.01 _ , „ �RE•D� C SCALE. 5/4 - I -O BASEMENT �JM. Q cA •-t,. 2�._ ,9�N �37A0 OF NE4V INTERIOR NOO1D STAIR DETAIL. ,4-302.01 SCALE: 3/4" = 1-O" OENERAL 5Nrt,,-150L <E*",r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) -W.1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRU STURAL J ` WOOD FRAME (L..G. 5TL. P05T FOR 4 WALL O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �- POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L..G. 5TL. d WHEN APPLICABLE) Z 0 2 ` STRUCTURAL PLAN NOTES a o 0 SINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS LLl ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED POSTS. J 00 PROVIDE 51MP50N HCLTV HANGER AT INDICATED BEAM O2 CONNECTION;WELD HAN6E:R TO STEEL BEAM PER z MANUFACTURER SPECIFICATIONS (SEE 2019 51MP50N _ T-4W � 5TRONC-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 O 162-164 4Y$ BULLETIN "T-0LDUPLFTI9". m J � O Q Z >: d' TYP. 57L. COL.: Z O33-1/2" O.D. 5GH 40 HOT DIP 6ALV. STL. COL. (ASTM A123) BY SIMS STEEL (OR EQUAL-) LL L j (D OPEN-WEB J0157 REINF=ORCEMENT: O4 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH J0I5T, A" THK. x 11-1/8 HIGH x I6 LONG, CENTERED BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF O O JOIST IN VERTICAL POSITION TO TOP 6 BOTTOM CHORD w/ 10 "PL PREMIUM" CLUE (OR EGUAL) 8 3" NAILS ® 5" O.G.; W SEE AL50 JOI5T MANU. SPECIFICATIONS. _ OPEN-WEB JOIST REINFORCEMENT: z� (3) 2"x8" UPSET BM. O5 PROVIDE 05B 20 O.G. (SPAN RATING) REINFORCEMENT AT ® Lu PROVIDE FLAT LuEACH J015T, 41" THK. x 11=1/6" HIGH x 24" LONG, CENTERED z ROOF U MEMBRANE BENEATH INTERIOR LOAD••BEARING WALL ABOVE,FIXED ON v N BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP t SLOPE AWAY = 11,7 J BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) B 3" x �j� ':. FROM BUILDING U --� NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPEGIFIGATIONS. J F: u J015T HANGERS (STEEL. FLUSH BEAM): O PROVIDE SIMPSON BA2.56/11.88 TOP FLANGE J015T HANGER (3) 1.15"x11.25" S .OE LVL HDR POST TO „be. ® EACH F.J. U.O.N. WELD 14ANOERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N VALLEY,, STRONG-TIE WOOD CONSTRUCTION CONNECTORS PA6E5 3 162-164 d BULLETIN "T-G-WELOUPLFTA". I Q - J0I5T HANGERS (STEEL_ FLUSH BEAM): I (2) 9.5" LVL (2) 2"x8" HDR O HDR PROVIDE SIMPSON BA3.56/11.88 R TOP FLANGE JOIST HANGER N I \ ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 51MP50N ST'RON6-TIE WOOD CONSTRUCTION CONNECTORS PA&E5 162-164 d BULLETIN "T-0-PIELOUPLFTl9". t y` JOIST HANGERS (WOOD FLUSH BEAM): i � -i ILa 0 Q \ U'k' PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH V V r+ F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 0 X ® BEDROOM#2 X OJ015T HANGERS (WOOD FLUSH BEAM): ® I JvQ PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER ® EACH 313.4 S.F. F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS J _p Oto .6 S��Fry24 LOAD BEARING WALL w/ REINFORCED F.J. BELOW: w 00 IVING ROOM INDICATED BYHATCHING �- 253a \+\�♦' � zo S.F. +�`ep� \ �•;:: 0 2 X411 Z HEADER P05T FRAMING NOTE: I POSTS in i POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW (2) 2"x8" TO HDR �!< + \ w STANDARD FRAMING 6R.APHIC ON PACE 6-003 UNLESS x DOOR HDR rx z (4) 2"x4" POST \ GL ~ NOTED OTHERWI5E N (TYP. U.N.0) ul uj 1 BENEATH POST (4) 2"x4" U• \ g I N (2) 2"x8" - Y,... ... r. 1 TO RIDGE _t0 \ / POST TO 10 DOOR HDR N IY BEAMS r+ b �. ♦ Z (TYP. U.N.O.) — — — —1 Q I m V 10 ®P� SIMPSON ® WALK-IN CL. ( _ HHU55.50/10 60 S.F. i Q HANGER it BEDROOM#4 \ P w ' � � (3) 1.75"x9.5" +a•,v ��J 18"1.8 S.F. \ — — — — — — -� 2.0r= LV_L FLU BM. \,Nj p���" oo��' \ O ' (3) "x4" P05T TO/ ♦G.y N O 0 j O EAM ATO. (3) 2x4 P05T5 \ w N X BATHROOM#2 V BEAM — ® OBJ BENEATH PO \ z ® 160.8 S.F. v c HALLWA`r TO RIDOE5 00 OPEN TO �Y 10N x ® "v ,. N N IO BELOW — ®PQ7 \ GL £:f. w 00 (2) I.-I5"x HDR A - - - - ATTIC\\ \ 1\0 _ HATCH BATHRO #3 \\ \ \ .k sH (2) 2"x6" f�O5T5 • 64.6 S.F. PROJECT: 1TO VALE EY5 _ _I _ \ A/ / WALK-IN 1.5"x5.5" LVA STUDS \ �� U GLO5ET AT DOUBLE- TORY _ _ _ 2L'x HDR \ \, R OYA LTO N R O W F�7YER lLL5 74 S.F. L INSULATED LOT 11 DESIGN C P05T TO (2)2'x& HDR `;` DOOR \ a U -�— VALLEY ROOM +�0 \0 s _ COX NECK ROAD MATTITUCK, NY 11952 359 S.F. p U' DRAWING TITLE: ♦tid>s / �®e P +> o _" PROPOSED STRUCTURAL PLAN \ / PAGE: S-102mOl \ } h \ b �DATE: 03 08 22 14 OF 16 ley ` \ r </� ._A 4 i 1 �3 7 0 PROPOSED SECOND FLOOR STi�UGTUfi�AL FLAN �T� � SCALE: 1/4" = P-O" r _ * I Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 11 Energy Code: 2018 IECC Location: Mattitluck, New York Construction Type: . Single-family Project Type: New Construction Conditioned Floor Area: 3,580 ft2 Glazing Area 28% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cox Neck Road Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture. AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516)214-0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes usi • UA trade-off Compliance: 16.0%Better Than Code Maximum UA: 574 Your UA: 482 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Assern bly or Cavity Cont. e A Ceiling: Flat Ceiling or Scissor Truss 1,555 49.0 0.0 0.026 40 Ceiling 1: Cathedral Ceiling 159 0.0 49.0 0.020 3 FRONT Wall:Wood Frame, 16"D.C. 833 13.0 14.0 0.037 22 . Door: Glass Door(over 50%glazing) 75 0.300 23 SHGC: 0.40 Window:Vinyl Frame 176 0.300 53 SHGC: 0.40 RIGHT Wall: Wood Frame, 16"D.C. 572 13.0 14.0 0.037 15 Door 2: Solid Door(under 50%glazing) 126 0.300 38 Door 1:Glass Door(over 50%glazing) 20 0.300 6 SHGC: 0.40 Window 1:Vinyl Frame 21 0.300 6 SHGC: 0.40 BACK Wall:Wood Frame, 16"D.C. 911 13.0 14.0 0.037 16 Door 3:Glass Door(over 50%glazing) 246 0.300 74 SHGC: 0.40 Window 2:Vinyl Frame 235 0.300 71 SHGC: 0.40 LEFT Wall:Wood Frame, 16" o.c. 800 13.0 14.0 0.037 26 Project Title: Royalton Row Lot 11 Report date: 03/09/21 Data filename: Pagel of 2 Gros s Area Cavity Cont. Perimeter Window 3:Vinyl Frame 92 0.300 28 SHGC: 0.40 Floor:All-Wood Joist/Truss 1,856 30.0 0.0 0.033 61 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as been designed to meet the 2018 IECC requirements in REEScheck Version : REScheck-Web and to comply.with the mandatory r q irements listed in the REScheck Inspection Checklist. AA*or\.[ s�'i�l /3-15 - 2-( Name-Titled— Signa a Date 46 Z l✓ c. t s- C' ®FN - " Project Title: Royalton Row Lot it Report date: 03/09/21 Data filename: Page 2 of 2 i SITE PLAN HATCH KEY: ©�) CL PROPOSED BUILDING ADDITION LLJ PROPOSED A00E55ORt' STRUCTURE ' • W PROPOSED 2ND STORY li APPROVED AS NOTED O J DATE: B.P.# J FEE: �BY: NOTIFY BUILDING DE°r~,' TME AT f= O,=JE�T 5�0FE : f=A(5E EY' : o 765-1802 8A TO IPM FOR THE -OO I OO PROJECT LOCATION & SCOPE FOLLOWING INSPECTIONS: I. FOUNCATPON - TV,10 REQUIRED O FOR POURED CONCPETE - NEW 2 STORY WD. FRAMED DWELLINO WITH ATTACHED SITE PLAN & ZONING DATA _ r 2. ROUGH - FRAMI:411-3 & PLUMBINGOARAOE AND GOU R D FORGH - . Z 3. lNSULATIvPJ - _ - ---------..----- � Q Q� 4. FINAL COMPi E7JT-f �' ;14 MUST BE E . - - - --- ------- - --- -- - O-0��2 .00 GENERAL NOTES LLJ J ALL CONSTRUCTIC;� Si-{ALL MEET THE 00 >ENERGY TABLE J� _ � O REQUIREMENTS OF THE CODES OF NEW FOR STRUCTURAL DESIGN CHARTS Z YORK STATE. NOT RI-SPONSI LE PROJECT / ZONING I7AT,4 _ - - -- -- --- -- ---- --- ----------_ -- - - - J I � DESIGN OR CONSTRUCTION ERRORS. � � O _. j O-OOH.00 HOLDOWN, ANCHOR BOLT, Z >-; 41000-113-07-Ia.4o Z Q d TAx MAP # I!I - STRAPPING, & NAILING DETAILS III - I L� J N NINO I' DISTRICT �`-G FASTENING SCHEDULE I � w� � LOT AREA TR GT III =_ ---- ------ -' -- -- - -- -- - - --- ------- -- - -------- - COMPLY WITH ALL CODES OF_ 0 7 ACRES JI L= 93.48' -- _ —-- --- - _ - --_ - -- _- - I CARPENTRY WOOD FRAMING MATERIAL 5TANDARDS --=_- _---- - --_ --- --- -- _ _ - _ -_ _-- _ I.00IDTRAGTORS VER FY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- - -: - - _ y�I (. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 B BETTER (Fb - 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE NOTES Sim G G�cT I O I`ls OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPEGIFIGALLY �' - ----- - - - - --- - ----- -- ------------------------------------------------- ------ -------- ------ - ------------------------- ----------------- --- -- - - �, PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING U -CON GTORS I.CH ANNER A E NDITIONS OF :- - - - -- - �- - -- - - - - ------ ._-- --_---- ---------- - --_------------ --,; - _- ---- - - -- -_ _- - _. ---- ! Q ;. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 5 B TRA INS A M TO ASSURE TH T TH GO T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PONVEILITY TO READ ALL NOTES, I BOARD 1'I K Ij KIPS (1000-LBS) - - 11 Q 2. ALL LUMBER IN CRAWL SPACES TO BE lE" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED - - 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. - - -- SPECIFICATIONS,AND BE FAMILIARI]�D WITH THE PLANS PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE III �' Lu , 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL I BFE II BASE FLOOD ELEVATION I MANU. SPEC.s MANUFACTURER S SPEGIFIGATIONS - 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT _-___ __,__-_._ -. -- -_.__ ____ _ _ __ _ ___ ___ ____ __ ___ ______ ___ PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD I �' J RE COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS _ -J BUILDING MAX. ,L MAXIMUM - - -- - - _ -- GENERAL IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUGTU 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (U TON/SQ. FT., U.O.N. BLDG.- - _ - - - - -- - - -- -- _ - - - - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). - -- - APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR ------- ---.---- -_.-_ _ _- .-__ . _---_-- - _- - -_-__--- --- _- __- __ __ . _ __ _ _ -.. -_ - --- -_-__- _ _-_-_- -- -----__- --___ Q I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, it III 4. FOOTINGS TO REST A MIN. OF 4'-O' BELOW GRADE, UNLESS BM BEAM MEGH. MEGHANIGAL l EQUAL. OTHERWISE NOTED 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, B.O. BOTTOM OF ] MIN. ([MINIMUM - ____ _ ____ __ . - __ _- - __ -- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - - ------ O 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - - - 11- BOT. BOTTOM NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 �I J " SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5 PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING __--- -- _____-__-_._-________-__ __________--_ _ __---- _. _-�__.___ ____ - -- _-_ _- __---- ---------------_-------_- -----_-_--------- _------ - J_ STRUCTURE/SITE FLOORS, ROOFS, AND WALL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS ----------_-- _- _ - - RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. I B O W. 1�BOTTOM OF WALL II NYC BG NEW YORK CITY BUILDING CODE I 3. ALL WORK SHALL CONFORM TO N?.TIONAL, STATE, AND LOCAL CODES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ _ ___ ____ ____ __ ______ - ___ -_ - _ ___ - --_ - --_ -T --_ - --- - -__ - - _-_, U.O.N. - 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ;I G.J. CEILING JOIST 0 ��-- -- - ---- --- --- ------- ------ - - -- - --- _-=-_J AND AUTHORITIES HAVING JURISDICTION. 1.1. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, r � O.G. ION CENTER 1 O - - - 1 INCLUDING END-JOINTED AND EDGE GLUED LUMBER, SHALL BE IDENTIFIED ---_ _ __- _ _____-_ 1 -- -- ._._____ ___ _ _ __ _ _ _ _ 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 � 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DBL. DOUBLE OCG. �I OCCUPANCY J, OF THE OWNER/BUILDER WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH A5 THE _ -- ---_-j --- SOLID WITH CONCRETE. _ 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE --__----- - ___- -_ -- _ - - - - -- --- - - --_- _.__ -- - --_ z I REPANCIES OF PLANS AND/OR JOB CONDITIONS ARADEMARK SHALL INCLUDE AN EASILY D15TINOU15HABLE MARK OR - - - - - -- _ -- - - L - -- - �i Z 5. ANY OMISSIONS OR D SG 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. �DFE --- - -[DESIGN FLOOD ELEVATION - PBFE ] PRELIMINARY BASE FLOOD ELEVATION -- O SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROGEEDINA q• ALL WOOD 511-1-5 AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH GOMPLIE5 WITH THE 1 - - - - -- _ WITH THE WORK. - ---J�--_---___= _______-_____ ---= -- __-_ �'`_ ___----. ____-_ ----- -- ------------- ------ --- - --- P.T. DAYS OF 4p00 P.S U.O NE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 D.J. DECK JOISTS II PL. PLA 1 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. DIM. DIMENSION P. CNG. 1 POURED CONCRETE --- b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING 5GHEDULE 1-2. GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL MEET - ----- __ --- ___=_ ===, _ -_ __ ___ Q UNLESS APPROVED BY THE ARGHITEC:T/ENAINEER. ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 190.1 STRUCTURAL GLUED LAMINATED _- - --_ -- _-_ -- - - TE - - -- - - - II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH I - - ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ;EA [EACH I PLYWD. PLYWOOD I 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1 ELEV. ELEVATION - - -_ - - - - - - - __- - -- - _ __ = - -- -- J BEFORE THE START OF FRAMING 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED - - -- P.T. - PRESSURE TREATED I J APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. __ _ __ _ = WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 i DRY WELLS AS REQUIRED BY STATE AND LOCAL GOD=5. NERALLY TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RE515TANT TIES - I-EQUIP. - ](EQUIPMENT- it RE62'D - REQUIRED -- - I O 11. SUB FLOORING, GE - - - - - --- --<-- --- -- - 1' Z_ O O NAILING AS PER FASTENING 5GHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS - ----- -- - - -------- - ---- -_---- -- - __ -- -- ----- - it VA 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREGEDENGE DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL (U WALL TIE PER (3) SQ. FT. EXIST.- -- ��EX15TING- - - -I Rl -- -�RISER - - - '' J O 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER 5 GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXT.- -1LEXTERIOR-_ - - - - - �RM.--- - -_ ROOM -- - _ -- Z �; Ct' GERTIFIGATES, CERT. OF OCCUPANCY' OR COMPLETION AND U.L. APPROVAL �; - - Q Z VA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES F.A.I. i�FRESH AIR INTAKE IL-R_R. - JI ROOF RAFTER c N 15 APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ____ -_ _-__,_ ,_ __ _ _ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLLO, RA UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. U51NG STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF - -- -- _ -_- _-_ - ____ FROM FOOTING TO 2" ABOVE FINISH GRADE. I - - - -- --_----- -- - - ---- _--"--- - II Ln Ld (D AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF 'FAR FLOOR AREA RATIO III STL. 1 STEEL _ ,- _-_ _ ; PERMISSION FROM THE ARCHITECT. 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE - --- -- _ _ --_ _ --- - --- -__---_- - _ - =----- -_-----= - ___ -_ GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F.A.V-- -- ,I FRESH AIR VENT S.V. SMART VENT I ~ I6. NO CONCRETE OR MA50NRY WORK IS TO BE PERFORMED IN TEMPERATURES EXCEED E-O AND AT EVERY E'-O . A UATION REPORT. OF 40 F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENGINEER. NO - .- ----- --___-- -_.--_---__ _-_---.--- _ ___ __-_- -_- ---_ --__ __ _ _ -_ _-�- -__-- _--, _ ____-. _----__.__-___- _ __ ,- _--_-_ -,=___JI O Q 12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 5ET FORTH IN THE MANUFACTURERS CODE EV L CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FF I FINISHED FLOOR ;1 TBD � J O RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNER5, 5EE ALSO PAGE I TO--BE DETERMINED -- G-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51NG PREFABRICATED --_ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FF ELEV. , FIRST FLOOR ELEVATION I TEMP GL. TEMPERED 6LA55 II W GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - - =I =_ __ - -- - --_ - _-__ - -_.-_ --',, --- ---- - -- -----_ _ _ .- _-- _-_- 17. NO ADDIT 5 5 B P G D GO G 55 5P G D I - - - -- - 1 I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS --- ------'' - - -- - -- -- - --_.- _ -- ----- - - - -- ---- ' 14. THE CONTRACTOR SHALL KEEP PBEMISE5 REASONABLY GLEAN AT ALL 5ET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE ARCHITECT G R. F.J. ,FLOOR JOISTS THIl J,I THICK NECESSARY. lE. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND _ ____ __ ____ _ _____ _________ _____ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. FRGS III FLOOD RESISTANT CONSTRUCTION ELEVATION 1 W RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 1-1• PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGES 6-003. OR THE MANUFACTURER'S GODS EVALUATION REPORT. I I T.O.W. TO OF WALL 1 a BROOM GLEAN. 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A IFR. _ FRAME -- - -- -- - _ __-- Tr -- _ _- -,11 TREAD - --- - -- - ----- - _-_ -__ - .. - -- _ _ _ I.6. GYPSUM: 6YPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL - U l5. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. MIN. 10" DEEP PROJECTING 6' ON EACH SIDE OF THE FOUNDATION WALL. --, -____ _-_-- _- i�-. ____- __-__ - _.-____.- _ - , _- _ _ _ _,---___ - - _ _-__� ___ __-____-_______-_____-_____-________-_ _________-_____-_-__-__-_-_._ _____ _ ! ._I I5. THE GONTRAGTOB SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL B E JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPEGIFIGATION FOR GYPSUM GENERALLY, SEPARATE DOU L WALLBOARD, ASTM 637 SPEGIFIGATION FOR GYPSUM LATH, OR ASTM 679 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN HE FOOTING. ALL 4' THICK f - - i- - - I' ,i' - i O 'u - �1 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES FLOOR SHALL NEVER EXCEED A 16 SPAN. ` I _ _ _ AND ORDINANCES. SPECIFICATION FOR 6YPSUM SHEATHING BOARD. _ - -1-- -11 TYPICAL CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. GYP. BD. GYPSUM BOARD 1'I U.O.N. UNLE55 OTHERWISE NOTED ='II - 1 - - --- - - - - --- 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED _--_ . ----_ _ - - --- - - - __ _ _ II _ - - _ __ I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF _ 1.7. HARDBOARD: HARDBOARD USED INA 57RUGTURAL APPLICATION SHALL Q r A5 PER PAGE 6 003. I -------- ---J HOLD DOWN-- ---- - ------------ -- -- ----- ,V.I.F.-- -- --- ----i1-/ERIFY IN FIELD-- - - - . - >, THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP 4 31 IO"ffBE�OW GRADEITION WITH AN EXIST. FOOTING OF MIN. I6 WDE x 8 - - -- - - I - COMPLETION OF PROJECT. 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN L_----______- __ __-_____J -_-_--_ - _-_____--____.----_-___._-.__-..__-_--_____-___.__.___-____JL.______ _ _-__1. -. I " ' \\V ANSI/AHA AL35.6 HARDBO RD D G. - - - _ ACCORDANCE w/ AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD - - - - ---- -__-_-__- -_- - - I"1. THE CONTRACTOR SHALL INDEMNI}-Y AND HOLD HARMLESS THE OWNER, I.8 STRUCTURAL PANELS: HDR HEADER � W/ - i WITH _--- ARCHITECT/ENGINEER, AND THEIR AOENT5 AND EMPLOYEIES FROM AND it { METAL BY REPEATED BRUSHING, DIPPINO, OR SOAKINGC�T L THE WOODPEB IAALL SLOPEDF800F NIG SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING HNC HANGER WD. WOOD f Y OD USED IN STRUCTURAL APPLICATIONS SHALL L - -- - JI== -- - --_ - _ _ __: -- - - - _ _- = _--_ -_ -_-- -- - - --- AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INGLUDIN6 1.8.1. PLYWOOD PL WO ABSORBS NO MORE. AL50, FOR HARDWARE USED WITH P.T. LUMBER, SHINGLES OR APPROVED EQUAL. -- - -=-- ..'"""�" '" "` CONTRACTOR 15 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER INSUL. INSULATION ;I ZR =' O 5 OF U.S. DEPARTME NT OF COMMERCE I ATTORNEYS FEES ARISING OUT OF O'� RESULTING FROM THE PERFORMANCE OF MEET THE PROVI51 N UCTION AND ZO G R SO T O i UG STANDARD I PSI G ONSTR V UNTARY PROD T ) --__________�--_ _ __-=____ __-_-__________- __-_-=_____.____,_-.-_____-__-_,_ - -.. __ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, OL ( � IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK GONSTBUGTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY NOTED. AL50, GONTRAGTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE I INT. --- - 11 INTERIOR 2. G INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL '- - - - ' � ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) I5 CAUSED IN WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE LINE. b 24" FROM ALL VA1-LEY5, AND ROOF FLASHING CONDITIONS. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. CONTRACTOR, ANY 5UBCONTRAGTOR., ANYONE DIRECTLY OR INDIRECTLY IST McMILLIAN ►.9E MICROLAM 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF _____ A. TRU55 JO -- - - ---------------- ---- - ----- -- - ---- - - - -- ----- -- -- ---- = EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY B• GEORGIA PACIFIC 2.OE G-P LAM 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND CONSTRUCTION. BE LIABLE REGARDLESS OF WHETHEiz OR NOT I T I S CAUSED IN PART BY A PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED I N STRUCTURAL IONS SHALL MEET I y� I I y� I I �_ PARTY INDEMNIFIED HEREUNDER. ALL TO B�IN5 JOIST ASILLI MAOE PAARASLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I� I� ISI I I 4. ROOFING I5 TO BE APPLIED IN 5TRIOT ACCORDANCE WITH MANUFACTURER'S I5. ALL MATERIALS, A55EMBLIE5, AND METHOD OF CONSTRUCTION INCLUDING PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT SPEGIFIGATIONS. - _ - -- --- - -- - - -_-- I STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR -- - BUT NOT LIMITED TO FORM-WORK, BL.OGK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR - LI I'I I 22. 1-JOIST FLOOR 5Y5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. NAILING OF ROOFING SHALL BE TO CODE. i� I FRAMING MATERIAL STANDARDS SECTION, THE GOVERNINb BUILDING GODC, PROPOSED DESIGN CODE PRE5CRIPTI\/E YP�LUE a TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINA5, 5PECIFICATION5, AND ANY ADDITIONAL REQUIREMENTS 5ET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. CORROSION RE515TANT II 6AGE ROOFING NAILS AND 16 GAGE 5TAPLE5 ARE COMPONENT 11 GOMPL I E5 II I 1 I I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20E.1 AND ANY PERMITTED VALUE GIT/�TION (PER 2020 NYSEGGG) I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN REQUIREMENTS AS 5ET FORTH IN THE MANUFACTURERS CODE - II - I i I i 23. NOTCHES IN THE TOP oR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL T PROVIDE (2) LAYERS of 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ____ ____ ___-_ , __ _ _ _ __ ___ _ _ __ _____ ___ _ AUTHORIZATION OF THE ARGHITEGT/E:NGINEER. EVALUATION REPORT. _ I NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2:12 PITCHES TO 4:12 PITCHES 11 j 11 I I 19. THE GONTBAGTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONO-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE = 0.25 II MAX. U-VALUE = 0.32 NEEDED, UNLE55 OTHERWISE SPEGIFIF.D. ALL DIMENSIONS AND CONDITIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RE515TANCE OF FENESTRATION U-VALUE ,'I MAX. AIR LEAKAGE = 0.30 GFM/5F III YES I I I PERTAINING ARE TO BE FIELD VERIFIED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C20E 5TANDARD SPECIFICATION FOR THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. AIR LEAKAGE = 0.30 GFM/SF II DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. _ -- 20. CONTRACTOR TO REMOVE 3 REL.OGATE A5 REQUIRED ALL EXISTING WORK IN PER 8402.4.3 TABLE 8402.1 4 - CLIMATE ZONE 4 ' - HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDAE5. ' �I I I WHICH INTERFERES WITH NEW GON57-RUOTION IN A WORKMAN LIKE MANNER. 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN GYPSUM WALL BOARD I R-49 SPRAY FOAM INSULATION MIN. R-VALUE = 49 I i 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT _ YES I GEILIN6 R-VALUE -- - -- -- ------- - -- --- - 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I COMPOUND METHOD. - - -- 117° THICK (R=�/INCH) or R-4a BATT PER TABLE 8402.1.2 CLIMATE ZONA 4 - I I i I SPECIFICATIONS, UNLE55 NOTED OTHERWISE. THE STUD LENGTH SHALL NOT EXCEED 25% OF THF ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL - --- -- -- d -- - -- -- --- I R-27 TOTAL: - - HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 I I ,. , 1 22. PROVIDE FIREBLOCKINA AS PER. NEW YORK ACCESSIBILITY STANDARDS. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE (EXTERIOR (2 xb ) WOOD R-14 SPRAY FOAM INSULATION 1iN. R-VALUE = 20 (CAVITY) OF THE HOLE SHALL NOT BE CLOSER THAN 5/E" To THF EDGE OF THE STUD. REPORTS. FRAME WALL R VALUE 1 2" THICK (R=7/INCH) j'PER TABLE R402.1.2 - CLIMATE ZONE 4 I' YE'S 1 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. DEEMED APPLICABLE. - - - - 1 23. PLEASE NOTE THAT THESE PLANET ARE PROTECTED AGAINST ANY 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL I R-13 BATT INSULATION I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTURAL WORKS i HO,L"DOV4N DATA I LS T`rf=' 11 IC AL NA I L II�N STI RAFF 11/��1 IC I ; 1E�IQU I REM-IEN1 /T� 1ST I FOR 1-- - __ _---- ---_----- FASTENING sc�+E�uLE - - Q U I L I FT SHEAR � LATERAL Y V I I �D RES I S lel C.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS II ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED !�� (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE 1%4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE ' (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALLI cc FASTENER SPEC. ° HOEDOWN HOEDOWN �B' I. AND QUANTITY FASTENER I l DE5GRIPTION O SPAG I NO J GONNEGTION A NA I L I NO CRI D l FO FOUNDATIONS EXIST. ° I.DIM's ARE ALL MIN.k's BASED ON USE of ONLY A Ibd - - _ -- -_- _ ___ -_- _ _ROOF - -GE I L I NGFRAI'I I NC7 - - _ __-_- - - --_= \� O ENDWALL ••.... •� AT RAFTER TO RIDGE 2 COMMON NAIL w/o PREBORED HOLES. I - ----------------- - - --- -- -i`-- - - ------- - -- --- ,r PER RAFTER (5) 2x FULL (3) 2x FULL -_,„ � = 2.WOOD 15 ASSUMED TO BE DF,#2 $ BTR. IN DRY USE -------------------.--------____I a CORNER STUD •� ......."„.„.........„.-••.„ I I- ------------------ --- - � RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 HEIGHT STUD „” RR - 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ---_- -- _-_- --...-- -_-- ---_-_------------ 0 CONNECTED ----------- PER JOIST -- Z x HEIGHT STUD-, CONNECTED TO 2 nSERVICE CORNER STUD "� k CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 CONNECTED TO TRANSFER SHEAR / - O TRANSFER SHEAR / �ry • •- • • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 5-003 EACH LAP ---- HOEDOWN ANCHOR ® r f �° r � 2-Ibd COMMON i FOR STRAP - 3 8 d COMMON � . . � • � HOLES,SET NEW MEMBER. I ' SIMP505 NOTED NAILS OM O.G. # ; 1, • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED - - - ;' - ------ ---- -- - 1 Z I' NAILS ® EA. END OF STRAP. � ------------_I 2-Ibd COMMON 9-16d COMMON EACH LAP Q LOCATION l / • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) NAILS ® b” O.G. # ON PLANS 10" O.G. IF BLOCKED ` .,�_ -- ' �( • • 10" O.G. IF BLOCKED CORNER P05T < FOR ROOF SLOPES UNDER 5:12 WITH ?° 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO -- -- - ----------- ------ -- ---- ----------- - - j - ----- G.J. G.TIES CORNER POST , ROOF SPANS OF 24 OR GREATER, TI&HTLY BOND THE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 5-003 PER TIE `�"` "• ...��".......... USE 4 8 d COMMON NAILS ® GRAPHIC BELOW END OF THE NAIL TOA 40° ANGLE,SEE F - - ---... .. -... - - - --- - --- ----- - ------- ----- W l - - - -- -- ------------ J 00 SON" HDae? ,/ EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE NAIL) 2 8d COMMON I EACH END HOEDO"SIWN ANCHOR ®_/ 6.DIMEN51ON5 ARE DERIVED FROM THE NDS COMMENTARY > �, O LOCATIONS NOTED 1� SLOPES OF 5.12 AND GREATER. GR 4SECT10N 12.4-PLACEMENT OF NAILS tSPIKES dTABLE -- -- -- - - ---._- ___- -- ------ - - - - ---- - - ON PLANS -- -- - - -- - - - -- - --- ----'I- -- ----- - --- -- -. EACH END J r"I RIM BOARD TO RAFTER (END-NAIL)- - _ 2-Ibd COMMON - -I` — -- __- --_ O CONNECTION BI B2 --- - - - --- -- WALL FRAMING --- - Q z � AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: CONNECTION: �.•""-•"""�••• I - _ I • �2 „�" TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON i PER FOOT W W I ." .. --- EA. END OF STRAP: " .......� • • - -- - --- - - ------ - ---- ---- -I FOR NEW P. GONG. FOUND.'5 .�" FOR STRAP - 3 8 d COMMON NAILS ® - - - - _ I I � � � HOLDOWN CA57 IN PLACE w/lle?"Q) THREADED ROD ~' u) ,J FOR EXIST P GONG OR NEWLY GURRED FOUND.'s SEE GEOMETRY EXCEEDS THAT PERMITTED IN __- _ - 4-Ibd COMMON JOISTS - EA. SIDE �O Q O WHEN IN TOWN OF ISLIP OR NAILING i TOP PLATES AT INTERSECTIONS (FACIE-NAIL) ,. .." • • NOTE Ms • ' _ r '7/810 THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO �I • • MAX. NAILING GRID ABOVE UTILIZE �/ • • STUD TO STUD (FACE-NAIL) - - L-- -2-Ibd COMMON -II 24" O.G. 'i 1 s - - - - - - - • I CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY j -- -� `� I W r ADHESIVE), 4 FOR TEMP.'s O°F-40°F U5E "SIMPSON" AT 7 51MP50N # H2A (OR EQUAL) RAFTER TIE " I, HEADER TO HEADER (FACE-NAIL) 16d COMMON 16" O.G. ALONG EDGES' (HIGH STRENGTH AGRYLIG ADHESIVE) ', - I = r 1 TDP or BOTTOM PLATE TO STUD (END-NAIL) - - ------- - - --- --- Ir - -- ------- -- 11 V ' FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST /NEW G.M.U. (GONG BLOCK) ' FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME - GONNEGTION ' FOR G.J. TO R.R. oI I6 d COMMON NAILS I BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2=I6d COMMON PER STUD W REQUIREMENTS FOR ...._ _.. • ---- --- - - -- --- --- W7/5"(V 7/8"� THREADED ROD "" ENDJOIST, or BLOCKING (FACE-NAIL) - --- -� --2 I6d COMMONPER -- -!I- PER FOOT RA15ED C.J:s (WHEN _• AT G.J. TO G.J. CONNECTION: ! = e J FOR EA. PLATE TO STUD ABOVE 4 OR BELOW APPLICABLE) I• U -� _2 _16_d COMMON NAILS Q HOEDOWN �G� HOEDOWN �D' FOR G.J. TO G.J. - q 16d COMMON NAILS I FLOOR FRAMING CONNECTION GI G2 II JOIST TO SILL, TOP PLATE or 51RDER (TOE-NAIL)'ii.FOR NEW # EXIST. • - II 4 d COMMON ' rI I -- -- PER JO 1ST FOUNDATIONS FOR NEWLY POURED • FOUNDATION a ONE STORY ONLY - - - (3) 2:c FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO o - - ,' EACH END BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON 1, TRANSFER SHEAR G2 _! TO STUD CONNECTION: C BLOCKING TO SILL or I s. J (3) 2x FULL " ""' ' tl TOP PLATE (TOE-NAIL) - --- --- ---- -LO "SIMPSON" HDQ 3 T STD TO 00 B ---- LOCATION NOTED r-w ".�-." I a -- - T - -- ----- ---- ---- - - -- 3-Ibd COMMON EACH BLOCK 2-I6d COMMON HEIGHT STUD NAILS ® 6" O.G. B F -- ------ -- ------- ON HOEDOWN ANCHOR ® 1 - --------------- 10" O.G. IF BLOCKED f I `j l = .. FOR STRAP - d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST ON PLANS CORNER POST NAILS ® EA. END OF 1 o JOIST ON LEDGER TO BEAM (TOE-NAIL) - -------- I 3-Sd COMMON -.PER JOIST- FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d cariMON ! BELOW - 2 16 d COMMON NAILSJOIST TO J015T �. 5-16d COMMON PER JOIST - -- NAILS ® b" O.G. III :' I - ---------- - --- - -, - ------ - - o I""""'"""'""'"�. BAND JOIST TO SILL or TOP PLIATE (TOE-NAIL) ---2-I6d G MMON I - PER FOOT - r1 ; � III - • 1 - - __- --_= --_---- --- _ - -___ -__- ___---- _- _ ' -_- ___ -___ - I ! I ROOF SHEATH I NO ! Iii SOLID INTERIOR ZONE ad COMMON = 6" EDGE / 12" FIELD � „ I STRUCTURAL PANELS: "SIMPSON" 5TH • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ II ad COMMON 4' O.G. D14RJ CONNECTION DI 4 D2 BLOGKiN6 i 8d COMMON 6 EDC-�E /6 FIELD HOLDOWN INSTALLATION OPTIONS: UP TO 9- RAKE OVERHANG FOR NEW P. GONG. FC)UND.'s - HOLDOWN CAST IN PLACE w/'7/5"O THREADED ROD - - "-" ' •.............. AT STUD TO FLOOR ASSEMBLY TO SILL I I GE I L I NO SHEATH I NC I FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s "1/8"4) THREADED ROD (PRE-DRILLED') EMBEDDED 12" INTO 5d COOLERS 7" ED SE / 10" FIELD PLATES) CONNECTION: CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY MIN. r GYPSUM WALLBOARD-- -- - -- - ---- ----- - -- ----- -- = --- - f s -- - ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMP5ON" AT GURNER FOR ENTRAP - 3 8 d COMMON NAILS a EA. F - - ---- --- -- - - - - - -- ----- ------ ----- - _ ! • END OF STRAP (WRAP STRAP UNDER SILL PLJ WALL SHEATHING (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR - 0 0 SPECIFIED ON 1 D I ••• `•'.•.� o FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE `� s -- - -_ - --_--- --- -- - ---- __-- ---- - ___ - ---- -- - - - FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN i w/7/8"� THREADED ROD - ----- ------- -------- -------- --- - - i' d COMMON NAILS , I ( STRUCTURAL PANELS - - -- -- --� - - o o I I ---- ---- ----- - - -- ----- --- ad COMMON 6" EC�GE / 12" FIELD 1 O O - I I ` FLOOR CONNECTION w/ # LPT4 SIMPSON (OR f_......___.._. I GYPSUM WALLBOARD I' Sd COOLERS -j 7" EDGE / 10" FIELD ALTE2NATE CONFIGURATION - ABOVE STUD TO ' - ---- -- - - - -- - - •• .STRAP w/(3) � -__-- �I L ---. "" 8d NAILS o EA.END ---- --c_--. -_-= W N A 11.x. 1 N C5/S TR A��1 N( @ W I N D O W/D O O R HEADER STANDARD/ALTERNATE EQUAL) PLATFORM TO 51 LL PLATES OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATHI N5 (5U8FLOOR) 2 w... ".. 51MPWN H2.5A1 - ---_- - ---- -_.__= - -_ --- - _-- - -- ___ -- l - - - - - --- V --- ALTERNATE USE - - ---I NOTATION: l - - --- i---� STRUCTURAL PANELS: - -- - A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3."f,P. ISq) CONNECTION E I or LE55: 1 i „,......„..---•'..'. ( �� i 8d COMMON' I b” EL7GE / 12" FIELD _ B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238,P. 2ql) GREATER THAN I I Dd COMMON " " _ ___-- n 1 G - NUMBER OF FULL HEIGFfT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.23G,P. 292; """ • 6 EDGE / 12 FIELD ---------- ------ - ALTERNATE AS PER TABLE 3.25D,P. 293) -„........._.-- .-•• - -_ -__- _- -- -- - '' = - -__ - _ _ _ (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A GONTI NUOUS BUILT-UP OI RDERS, 3 OR MORE SUPPORTS F I REBL_OG�K I NO FOR PLATFORM WOOD �- MISCELLANEOUS FRAM I NO GRAPH I C,5 RAMINC a THE AMERICANCUNCIL TION PATTERN SCHEDULE (FOR ENGINEERED LUMBER LUMBD ER Do. WOODI-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) WORKIi�GAND AL DREZ VANT PORTIONS OF THE RES DF-NTIALGCODEAIL 800K I'I GONNEG BETWEEN 1/6 ASSEMBLY REQUIREMENTS: LLI CONNECTION 8 1/4 OF A W = W HEN GIRDRS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER I J BLOGKI'NG UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE PATTERN _ - I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES ! ' - - THE SPAN LENGTH FROM AN INTERMEDIATE `� ,' A5 FIRE-STOPPING. LOCATED BETWEEN ONE SIXTH AND ONE QUARTER _ Q NON-LOAD E3EARING NA-L OFFSET FROM SUPPORT p (2)ROWS lod NAILS• I2"O.C. 2. FOR PLATFORM FRAME CONSTRUCTION: "1 SUPPORT. NO TWO ADJOINING J015T5 NOR MORE THE DOUBLE JOIST STUDS STUD I'B I(3)ROWS IOd NAILS o I2"o.c. I ._r�-"'. - "' - I, J. SERVES AS FIRESLOPPING. � j P THAN ONE -HIRD THE TOTAL NUMBER, ARE TO BE l Q SUBFLOOR F = -- - -- - O I *lace Aim 5�I '5O L <E %r ^ ® > EXISTING TO BE DY°MOLISHED NEW PARTIAL HEIGHT, •,•,., WOOD FRAME (L.G. 5TL. 1W EXISTING TO REMAIN WHEN APPLICABLE) i NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I I Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RAPED MIN. (2) 2"X4" STRUCTURAL -0' 1:2'-0" 2-O WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL ` 8" P. GONG. WHEN APPLICABLE) P05T FOR 6 WALLS), U.O.N. RISER WALL NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 5TL. �_ ! --- - -----. _--- - -- -- .--_. - - a WHEN APPLICABLE) 1 �- Z )>< ! I Z D FOUNDATION PLAN NOTES 1 5 I Q TYPICAL P. GONG. FOOTING $ WALL GONSTRUGTION- 8" P. GONG. w II NEW MEGH. ROOM: RISER WALL _j O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I. (2) NEW FURNACE (RHEEM PRE5TIAOE SERIES 400 $ SILL SEAL TON)$ RHEEM 6A5 WATER HEATER TO THIS - J • ANCHOR BOLTS AS PER PAGE 6-003 LOCATION c0 _-_ _ Z (� • P. GONG. FOUND. WALL AS PER DETAIL UPON 2.INSTALL AS PER MANU. 5PEC.'s - -- - - 1 -' PATI A VE • P. GONG. FOOTING AS i'ER DETAIL 0 MOS AE30 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.F.A.I. THROUGH WALL m m 0 >: 4 J r-I O • B.O. FOOTING 3'-0" BELOW GRADE MIN. 4.FLUE THROUGH WD. FR. CHASE - Q 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF 1 • I/2" EXPANSION JOINT as PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS E Y5 C 06.1 - O I - Z N APPLICABLE) b.MAINTAIN ALL APPLICABLEI O� O - J • AIR ENTRAIN P. GONG. FOR PORCHES/ PATIOS/ CLEARANCES REQUIRED PER NYS MG 504. 4 O" O I _AO" �'�' W (D STOOPS (WHEN APPLICABLE) -1. DISCONNECT,REROUTE, $ RECONNECT N p 14 MASONRY 14 COMPACT - L0 = L • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EX15TINO PIPING AS REOV "� 2 PATIO ABOVE 2 BACKFILL IN 6" __1'° FOR HEIGHT of WALL +t SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: I I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY - -- - - 14 _j LIFTS;PROVIDE 3 GONG. SLAB ^ W/STONE FINISH "DUROGK" (OR EQUAL) - O HOLDOWN: 0 2-8 - 2 ,0 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (I) _ � ° 2 HOLDOWN 'D' AS PER PAGE 6-003 LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) I=- TYP. 5TL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. _ N 5 _--_ -_ \ 5 U O3 SEE NOTED DETAIL AS PER PLAN SPEC.'s AND AS PER NY5 MECH. AND FUEL OAS CODE c c 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT I--- IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE --- 24"x24"x12" DEEP P. GONG. PAD FOOTING Iq'-3" :295'-0"- AS 8'-O" FRESH AIR INTAKE FROM EXTERIOR __- . A5 PER NOTED DETAIL (TYP) 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I 5 Q EMERGENCY SHUT OFF SWITCH - tu - -1. FOR 6A5 SERVICE,PROVIDE OAS SHUT OFF SWITCH 4B 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER + ----- -- vyV 30"x30"x18" DEEP P. GONG. PAD FOOT NG q PROVIDE 3 FLOOR DRAIN $ CONNECT TO EXISTING I AS PER NOTED DETAIL (TYP.) CLEARANCES AS PER GORE SANITARY SYSTEM AS PER NYS PLUMBING GORE _ 48"x48"x24" DEEP P. GONG. PAD FOOTING w/ 5-1/2" O.D. - --4'-0" ® O Oo 5GH 40 HOT DIP 6ALV. 5TL. COL. (ASTM A123), LOCATED FREEZE PROOF H05E BIB: - - _-- dJ p mM DIRECTLY BENEATH STEEL. COLUMN ABOVE (BEAMS SHALL 12 FASTENED w/MASONRY ANCHORS (PRECISE NOT BE CONTINUOUS ACROSS THIS COLUMN $ MU5T BE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) IS OL - r F �? V v WINDOW SPLICED);SEE AL50 DETAIL q/A-401. NQ -�Q O 3 O w/WINDOW FOR WOOD STAIRS 12 HIVE x E STRINGERS ® J ry WELL 13 4' THK. P. GONG. PAD 8" WIDE x REQ D LENGTH UPON Q 03 IU 0 O O io O24 x12 DEEP P. GONG. CONTINUOUS FOOTING O L 5 6 GRAVEL UNDER 2"x12" P.T. AS PER NOTED DETAIL (TYPJ �p tc MAX. Ib O.G., U.O.N. (MIN. 3 STRINGERS) ! it; BASEMENT u.r �r 45 ( 4B - UNFINISHED 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. O I� 3 3 3 UNHEATED 4 6� 14 RESERVED _� - ELEG. PANEL REINFORCEMENT AS PER :DETAIL _ - 1,840.5 S.F. (3) 1.'15"x11.875" I (3) 1.'15"x11.875" 4" THK. UN-REINFORCED F'. GONG. SLAB = LVL _� � G.P.2.0E L G.P. 2.0E 6B IS FLOOR DRAIN: O OPPED BM. DROPPED BM. DROPPED BM. EXTERIOR 3" GUARDED FLOOR DRAIN w/ 3" TRAP m ! ! L-- � 7 � GLIDING BASEMENT WINDOW OPROVIDE (2) 1."15"x1l.a75" 6.P. 2.OE LVL HDR, FLUSH w/F.J.; NAVIEN WATER HEATER MODEL NPE-SERIES ATTACH I-JOIST TO HDR Pa/51MP50N IUS2.56/111.88 HANGERS I6 (OR EQUAL) ! g 40 -► Ory OFIRE RATED DOOR: Q RHEEM 115,000 BTU GAS FURNACE IO 3X6 0.'15 HR. SELF-CLOSING STEEL DR. `- - - --12'-5" �- ' �'-5"I' 11 I , _.I (2) 1."f5"x11.815" 5 �' I I-i _ � 5 � DROPPED BM. (2) L'15 x11.8"i5 MODEL#Wg5TG1151524M5A (OR EQUAL) (3) 1.75"x11.875' (2) I.'i5'xll.8"f5 O SINGLE SPAN STRUGTUIRAL MEMBER: DROPPED BM. DR 2.0E LVL O.P.6P2.0E LVL ONC.D - 6.P. 2.0E LVL DROPPED BM. � DROPPED BM. � BLAB I q STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 0 O - G.P. 2_O i FOR A/C ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY SOIL BEARING CAPACITY NOTE:- - j U CONDENSER ABOVE INDICATED POSTS. xl 1' - - - - 3 3 \ Q ° STRUCTURAL DESIGN OF FOOTINGS ASSUMES A , O O 4 l_._ _ 4 4 0• � ��, I i ! 501L BEARING CAPACITY OF 1.5 TON5/5.F. I T - - I \\ / \ to BEAM POCKET (TYP.) = O m0 6 82 O � o„ ` Adv �' SIMP50N LU5410 0 .F IL N HANGER 0 2 ry�� _ c4, IL i 4i 5 1 r 2 - -- - - - 0 m O I - -- -- - Q !> A'�i uw � t' MOOSI .HJ3M ���• leo S „ I6 \ ' O ---- 2 H.W.H II 2 � j SIMPSON w 17 PROVIDE OUT IN (__-- -_--- 0 _ LU5410 - I 7 �n „• WALL FOR STAIR, HANGER -- �r � � .�•_�`'' SEE ® FLOOR I v N ® ® :2 14 @y*c PLAN I Q 14 13 in COMPACT 12 m BAGKFI IN 6 5 D N LL - = ►n MASONRY LIFTS;PROVIDE �, �• PROJECT: PATIO ABOVE - 3" GONG. SLAB W/ STONE FIN15H �,0 ,.� 1 10 OYALTON ROW (2) 1'15"x11.8'15" 6. \�j� A'ry 2.0E LVL FLUSH BM. LOT :11DESIGN C - 2 - -- w SIMPISON LUS410 p' 12 OI HANGER BENEATH I4 MASONRY I 14 `p STAIRS ABOVE - 6'-4 5 8'-b" 14 3_O PATIO ABOVE.. - - - -- • - O I _ I 14 -------COX NECK ROAD - - -- - - - • MATTITUCK, NY 11952 8" P. GONG. DRAWING TITLE: RISER WALL II4'-I0" PROPOSED FOUNDATION PLAN 33'-10" O m � Q P,�°ry PAGE: 0 DATE: 03/03/21 5 OF 16 EDS P,c % �'RCFCSED FOUNDATION FLAN F} r I 1,8-'O.5 S.F. 0ROSS AREA SCALE, I/4" = II'-o" (L ` 10'-0" Fl� EXISTING TO BE DI=MOLISHEDNEW PARTIAL HEIGHT DT ' r WOOD FRAME (L.G. STL. 1 W W WHEN APPLICABLE) - - - --- - -- =------- ---- --� - ---- J EXISTING TO REMAIN NEW FOUNDATION WALL NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE) d ' NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL i J POST FOR 4" WALLS WOOD FRAME (L.G. STL. _ WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 I WOOD FRAME (L.G. STL. 2B 2 N RAISED MASONRY PATIO I� , WHEN APPLICABLE) ® ® z FLOOR PLAN NOTES I- I'-O° 14'-0" 1 , O DOOR NOTE: NEW LAUNDRY ROOM: I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH/DRY HOOK UP ' - - - -" -- - -- L1J I 1 - OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s I-p RAISED MASONRY PATIO II-p _J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. << J 00 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REG2'S PER MANU. z > � Q 3.DOOR TYPE TO SELECT 02 z 0) (fl 4.INSTALL AS PER MANU SPEG.'s J O TERMINATE MIN. 4'-O" FROM ANY1:2'-0" ry z 3.PROVIDE (2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR Iq-5 3 ,y2 ��3-aye 3 8" 4'-I" Z .., 4 ELEMENTS AROUND DOORS TYP. FOR ALL U.O.N. 2.DUCT tV OPENINGS OSTAIR $ RAILING NOTE: 3.DUCT SIZE A5 PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX.'1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER LL W - -� 6 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NAT. LIGHT � ,�"' 2. 42" HIGH GUARDRAIL b 5P NDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO D VENT NOTE: `I E E O Ln NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2,'-0" Q 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO LIGHT REQ'D ......23.4 5.F. TO ALLOW PASSAGE OF A 4" 4) SPHERE EXCEED 6 FEET AND SHALL BE LISTED AND LABELED J O 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. VENT REC�'D......... IL, S.F. �p W ' b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ` METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 115.66 S.F. ® WOOD FRAME STAIR: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL LIGHT PRO 411.11 S.F. I. SEE NOTE ABOVE FOR STAIR RAILING INFO. SCREWS - c �: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST N tV VENT PRO............. 2.RAILINGS SHALL BE WOOD 0R PVC. to ui O v ?. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - - BEDROOM #I d �`,(, o F- ' CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE 2112.0 S.F. GREAT ROOM �,0 �'P F = -J 2B 1. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.RAILING, SHALL BE WROUGHT IRON OR 6ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110• 364.6 S.F. V a J FASTENING SHALL BE AS FER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES u KITCHEN EXTERIOR GRADE PAINT AS REa'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. d 246.9 S.F. COATING 3.5EE FOUND. PLAN 4 DETAIL 3 - NEW FLUE: SMOKE DETECTOR / GO DE`.TECTOR NOTES: bO 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED To D • O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL (Ui 103 OR UL# 103 HT) - INSTALL A5 ! 5M/CO SMOKE CARBON MONOXIDE. COMBINATION DETECTOR PER MANU. SPEC.s - PROVIDE NEW WD. FR. ENCL05URE w/ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I/2" GDX PLYWOOD d SIDING AS NOTED - "CHASE 2.INSTALL ALL AS PER MANU. 5PEC.'s 5EGURIN6 ® 57D. 51DE WALL" ON PAGE 6-004. /o UP ry a 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM" (OR O _ry IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT m FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM % = E 814, ASTM E 84, AND UL 14111, pb = I ti 0WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-0" MIN. ABOVE ANY _ SM/GO ppg a 4 1. ALL NEW WINDOWS # DOOR°i SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10-O". `� t ( WALK IS.F. L 05 I O 400 SERIES CASEMENT,DOUBLEHUNG, OR 6LIDINS (� (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE = OS - - R, _ B SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ,� VENTILATION 15 NOT MET BY MEANS OF NATURAL II 1 +� OG, 0'' 9' P WINDOWS - ALL 05MNT WNDI,15 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION BATHROOM#I! 8'-O" 4'-5" I 22'-3" PANTRY mit AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO ) I _ , -16.0 S.F. ...:•.., 25.6 S.F. STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS - 6„ 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH - j cin A 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O 1. MIN. 350 CAPACITY PULL DOWN STAIR: 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. NENATTICACCESS WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH.EQUIP, THROUGH OPENING (MIN. - jl ® µ U' POWDER 4 22"X5019 4 - - _ O �i ROOM EGRESS NOTE: 3. ,5 HR FIRE RATED _ _ 5. 4.DBL. FRAMING WHEN NEW OPENING , PARLOR = vl OPEN TO - n... `�' A �z, v O 0+ IN COMPLIANCE WITH NEW YOR< STATE BUILDING - - -- ! I Ic1 b S.F. ' ABOVE IR 27 5 F. .1 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s Q Al 11• � ONDENSER j EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS NET CLEAR OPENING........... 5., S.F. ' f 1-14.5 S.F. DINING ROOM `o ...... 24" MINIMUM " COLUMN ;..: j I Q+ AIR l NET CLEAR HEIGHT........ Oq 8 SQUARE STRUCTURAL PERMAGAST G � O ' 'VSE NET CLEAR WIDTH................. 20" MINIMUM R - - DE HALLWAY TYPICAL PLUMBING/HVAC SHAFT: I _ 10 PRECISE LOCATION 4 SIZE TO BE DETERMINED IN FIELD OI -- - �ry 2E3 2 II i 0 sr, 05 RHEEM 4 TON AIR CONDENSER MODEL NO. ® 110 2 S.F. 'y II q'-II" q'-n" - o, � II � A A .., \ ��j1�t® �c _ DROOM T' GL. - ® ® 3_4y2 4 0 A1 l�� 5-6 13'-5 to o„ 4J B RA1648AJINA OR EQ I,II _ \ \ 13\in O -O� -1-2 I ��� S ROMP G ,IA�WALLS >) �( 03 4J 4 1 � B AND CEILING e <T� 1,,\ ,1,�J w inEye 0 A OI ° - 2 GAR �•, e,, tai q �m tj ;_ 543.6 S.F. - -- -- - --- --- -- z ; RAISED MASONRY PATIO ACTIVE PASSIVE t 'U 25 2 ;{ Lu F- CATHEDRAL ABOVE Q- Q - 0 D 4 �Q0 b q'-8" I'-10" 13'-O" II" 0� 1 q 11 q 11 q B �' PROJECT: --- - - - - - , KU YALTON ROW DCUR. SCHEDULE _ T_... _ 14'-10"- MATERIAL 4-10 2 2B - - LOT 1.i. DESIGN C �;s ,0 let, O" 1 „ f 0 a RfA 33' 10" MATE L 1(/ TAG DESGRIPTICN DOOR QUANTITY - -_ - NOTES �*q �QO COX NECK ROAD $ MATTITUCK NY 11952 © s'' 4 f � IU I Ory I EXTERIOR m P,'b B /1 I --- -- - ----- - -------- + DRAWING TITLE: I e PROPOSED FIRST FLOOR PLAN OI DOUBLE 51.0"X-71.0" 2 11 • + A L - ---- ---- - - -- _� I - - -- _ - - - :- . W - - I (2) FIRST FL. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING d �- (1) SEG. FL. - 02 ! SLIDER 12'-0 O 3 I • 1 . + STRAPPING DETAILS.(1) FIRST FL. 03 SINGLE 3'_O"X"1'_0" 2 • ` II' WINDOW CHART mow_ - _ �. _.__ _.. ._.._.. __. .._- .__. ._._. _._ ..,_._... (U CELLAR � 1 INTERIOR CELLAR it EORF-55 PAGE: ^________._. ROUGH OPENINGS 1 WINDOW DIMENSION CLEAR 04 SINGLE 3-O' X'i-O RATED i' TAG TYPE MODEL # ;� _ ._._.w'. ...'__ - FIRE ;,WIDTH REC�'D 20' - O"i5 HR ! HEIGHT REQ'D•24" G P p' HE16HT 3 WIDTH j,! HE OPEN RECD D: 5., S F. A-1 ;& Eww WIDTH - -- - INTERIOR -FIRST FLOOR- , I, „ ------------ DOUBLE HUNG WDH2646 G�•�- I p 05 j SINGLE j 3-O X7-O 2 -_ • ( ! __,- - _ -I-_ -" - PROPOSEDF (RJ I FLOOR PLAN --_- --=-,I- _-_ ----- -___- -_-- `�----- -.--!'- DOUBLE HUNG WDH21o410 �, 3-0 5-0 2-II J , �5-o DATE: 03/03/21 6 OF 16 OG, SINGLE 2-6 X-i-O 2 • i - J= -_ - -_-� - - - �...- ---- - ' - -_- - - SCALE: I,/4" = I'-O" AWNING AW281 II 2'-� X11 IL 21_4 g„ 1,848.5 S.F. HAE3I7AE3LE SFAr-,E, 2,5' f2.1 S.F. GROSS AREA I - I 2t 1L 2-O X7-O I • [ _ , - D DOUBLE HUNG WDH2552 ; _ 5'-4 J„ II 2'-10 �„ -5'-4, II 5.8 - - - I 07 I SINGLE E DOUBLE HUNG WDH38410 5,-IO _;._.5'-O „ 3-a 5-O -- -- OS POCKET 2-O X'1-O 3 • I 1 '1.55 INTERIOR - SECOND FLOORM. - ... 09 j 51NGLE 3'-O"X7'-O" I q s G SPRINGLINE SE603 b-D ' 5 �g C,'-O-- 5'-I I fig" II I iJ - ' 10 SINGLE 2'-6"X�'-O" 3 • I I1 © 111-p „ I'-Q 4'_0 II I I� + G, -- ,. H DOUBLE HUNG WDHI8310 I � � � � TEMPEREDJI t 1 w 11 DOUBLE jl 21-01,x,-01 t f t� „ 4- 5 4 4 0 TEMPERED , I I I PICTURE P5540 5-5 12 SINGLE 2-C X7 O"__ _ - • _ J 1 „ �I J AWNING AR21 - POCKET DOUBLE HUNG WDH2446 - 1, --- LDOUBLE HUNG WDH38410 - T 3-I0 .. r©.- I , 1 31_x ,1 5'-011 I� ' I j I . NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. EXISTING TO BE DEMOLISHED :20'-'7 /w ,�;j W ..I WHEN APPLICABLE) I I_�211 EXISTING TO REMAIN NEW FOUNDATION WALL 3'-3y2° 31-3y2° 3'-oy2° 211 NATURAL LIGHT $ VENTILATION a NEW WOOD FRAME (L.G. 1 STL. WHEN APPLICABLE) �' I (HABITABLE SPACE) ii - MIN. (2) 2"x4" STRUCTURAL FLOOR AREA 241 S.F. O NEW I-HR FIRE RATED F-1 � , WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL " - % REQ. S.F. PROV. PROVIDE FLAT P05T FOR b" WALL5), U.O.N. - H LIG INC M 8SK 0 NEW 2-HR FIRE RATED Q ROOF _........................_.... OF FLOOR AREA MEMBRANE .......... ................__.........._.. ..... . . la 8 S.F.s F 28 I WOOD FRAME (L.G. 5TL. SLOPE AWAY ......_ _ : - VENTILATION;MIN. q.a S.F. 15.32 WHEN APPLICABLE) FROM BUILDING i- ._ m__-_...._..__ ....._� m__ _- __.-___-_ __-_--.__u -_- ___.-._. 4% OF FLOOR AREA 02 _.-- _._..__ . . - - 14- 12- -.. .... 1 2 2 Z FLOOR PLAN NOTES s, m NAT. LIGHT 4 ::w_r::: : : :: . ::- NATURAL LIGHT I$ VENTILATION DOOR NOTE: O NEW LAUNDRY ROOM: 4 -- -- �qj (HABITABLE SPACE) W ^ O I. INSTALL NEW INTERIOR DOORS WHEN GALLED I. NEW WA5H /DRY HOOK UP ( ) VENT NOTE: - -- 5 I OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s D \ /O _ 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. 25.0 S.F. `s° J LIGHT REQ D ...... FLOOR AREA 187 S.F. J OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. H 1 4 H E 11.3 S.F. 3.DOOR TYPE TO SELECT VENT REQ D......... Z � REQ. S.F. PROV. 4.INSTALL AS PER MANU SPEG.'s E 3.PROVIDES E x8" HDR.,U.O.N.'s DRYER EXHAUST NOTE: LIGHT PRO ..........c15.66 5.F. LIGHTING;MIN. 890 '� � � O 4.SEE PAGE G-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR VENT PRO............. 4a.11 S.F. >. 15.0 S.F. 20.�I6 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _ .s OF FLOOR AREA Z Z ri r1 <''' 3`>4 VENTILATION;MIN. Q Z OPENINGS 4% OF FLOOR AREA 7.5 S.F. 11.76 STAIR 8 RAILING NOTE: 3.DUCT 51ZE AS PER MANU. � � tV O I. ALL NEW STAIRS SHALL HAVE MAX.-1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER = 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN n1 BEDROOM#2 r- = L0 2. 42" HIGH GUARDRAIL $ SPINDLE 5PAGING CONSTRUCTION.FLEXIBLE TRAN51TION DUCTS USED TO - 313.4 S.F. n W 0 _j 0 NOT TO ALLOPA55AOEOr-' A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3 m 36" HIGH HANDRAIL k SPINDLE 5PAGING NOT SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO BEDROOM#3 247.6 S.F. TO ALLOPASSAGE OF A 4" (P SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - W 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. SM/GO /� 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID g LIVING ROOM 4 ��� mss'' WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ® I. SEE NOTE ABOVE FOR STAIR I$ RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4 I DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL i � �M/GO U 2.RAILINGS SHALL BE OOD OR PVC. 5GREP45 ry W -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER w�"• � CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE OI. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 B 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4 EXTERIOR GRADE PAINT AE RW EG'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. COATING D 3.SEE FOUND. PLAN E DETAIL `~` NEW FLUE: b„ >45 SM/GO I SMOKE DETECTOR / CO DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO - = 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS ;� - ,,, }, 10 1 WALK-IN GL. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ 1 60 S.F. Q 3 #4 M. d 1/2" GDX PLYWOOD $ 51DINO AS NOTED - "CHASE - - BEDROOM r HARD WIRED TO EACH OTHEF. w/BATTERY BACKUP. -O cy SECURING ® 5TD. SIDE WALL ON PAGE G-004. i p 2.INSTALL ALL AS PER MANU. _PEG.s - _-__��O 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2• EQUAL)PROVIDE " ALL PENTRA O F AT PANDING FOAM" (OR �V r 2'-q IN COMPLIANCE WITH LOCAL CODE q'-O" 10'-O' N --- 12 5M/GO FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A5TM A 0 �;K E 814, ASTM E 84, AND UL 14-71. 3.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY ® ® GL i 09 2 I O WINDOW NOTE: 4 O I. ALL NEW WINDOWS I$ DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". --- - BATHROOM#2 in -µ� - - 4'-lye" HALLWAY 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING m O 0+-- s (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE (60.8 S.F. jo - _ - - SUBSTITUTIONS,SEE NOTE #q IN 'or WINDOWS O VENTILATION IS NOT MET BY MEANS OF NATURAL - - - - - �,0 AND DOORS" ON PAGE G-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO ! ? 3 - OUTDOOR SPACES AS PER NY5 51TRAIGHT ARM HIN E�l DVyS SHALL HAVE 403..5.2.3; INSTALL AS PER MANU.SPEGSODE SECTION _ OPEN TO - 5M/GO v II 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE = BELOW m ? 10 -- GL• 1 TILT WASH 4 - - 4 4 NEW ATTIC AGGE55 - PULL DOWN STAIR: 3.ALL GLAZING WITHIN IS OF I=F TO BE TEMP. GL. O _.- - _ - -_ _ (r-4'O'---- - m 4.SEE PAGE G-003 FOR FRAhiING ELEMENTS AROUND 8 I. MIN. 350 # CAPACITY :� HATCH s, I 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. w •_,_•_•,•_ WINDOWS CNP. FOR ALL) U.O.N. ,. .,... . �•s.:,�_,�.�°,-.,. - I 22,,X50") U�� _m..... ....W:: r . .:...._ ............. -.... ._ : r.�. .. � k 64.6 5 F 14 BATHROOM#5 1 0 EGRESS NOTE: 3..'15 HR FIRE RATED ' IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING . i ry , CODE, SECTION 8310.2.1,THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s - - J 4 A 6.CONSULT H.O. FOR PREGI5E LOCATION OF AGGE55 - m•• - `µ `--.. i HAL BE FOLLOWED: ..........EGRESS SHALL _ I �, ,,•,<. .0 1 --- I NET CLEAR OPENINO........... 5.-1 S.F. _-_-_. ....._. ...................._.._..._.... __..._�..._....___..___.._._.__.._..__.___.........-__._............ O •; NET CLEAR HEIGHT............... 24" MINIMUM q 5" SQUARE STRUCTURAL PERMACAST COLUMN -01 _.-_.5.___... _ _ _____� NET CLEAR WIDTH................. 20" 1HINIMUM _ ......._....._................. - - :.........--:_- .- ..... 4 _.._ '^ L ROOMY IN DOOR D \ _.-.__._.-.__..-.-__.___.-_-_-_.-_-.._.. ___._......___.._.............._.____.-__.-_-_-_- __: - - -- 3 5.F. TYPICAL PLUMBING HVAC 5 HAFT: _ __._._._._..._..___..-..._...___..__....__ R, 25 I to - - 0 oa O PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD ........... ....... ... .--.-._......_..........._..._....._..........- _ - __ _...__..__...._.. __......................... ...._.._.._.........................._.. _. ..__._.._ _..__................_ - =. ....m RHEEM 4 TON AIR CONDENSER MODEL NO. -..-_ __- ____� mm_- :.:.•, _-� _ mm-,-m _:_ ._- T._ -_.:::,:....._._._ _................._.._-... ..... +o II i ORAI648AJINA (OR EQUAL) __. _...-......._...____.._.._..__.............. _.._____..._.. ..........._.._.._..................- _._..._.......-.__.-...___ _....._..._.._____...._.._...___.._._.-._.._... _... ..............._.. .....M ............_.........._............._........._.. --- =- _.. - �2'-0_-.- .-....._.- ::: : :. :. _...._.:.: "'° o BONUS ROOM < _-•- ___-_.-�� -_. : _-:::::::: .�-w.-..--.: -:-::::-::------ -��:-.:.-;-�mr___.. ..___.________ --..-._..___ .__ __.-.._..___ _.___ = + _...-_... ...-.....__.. ... ......._.:::_ : M -._._. .W:.. W: W ::W-: :-:::::: -- :_:::wm:: - ,� 11 __-_--_--.---.-..._......-...._.---_..._. ...._................. _ _......_....... ___... -. . -_. ........... _la 10 ...._____ __._..._ ________________....__.... - -� ... ...131 2 ...::�...•. ........... ... ............. ... _ �'� �>, __._._.. _._-_..-.--_-- .. ..-.... .-_-_-- S, �' �\ 358 S.F.S `S ,::•. UNHEATED , ................................................. UNFINISHED Z -_ .._-._-_.-.____ ....... .-.-.__-.A _.--. _.._. . _.. ._..._......_---._.__._. ALUMINUM ROOFING.-...__....-...- -. � 4 >: ........._._ �..r... .::. ._�.. __. � .. .....rm ---- --- - - -- - - -- O U i 1 , ___-____----_-_-- ___..._.__._____....__--.-___-__---.._- _.......___._._._.._-_.- .._....__.___-__�_ _ -__.___.___- _.__._ .._.-___._ _-__. ry ......m- uj 0 Lli z F- Q O K 4 �� o"6 PROJECT: ROYALTON ROW LOT :1 1 DESIGN C DOOR SCHEDULE � Ory MATERIAL II 1 �._..____._ ---_____,__- -- _ NOTES ' Q COX NECK ROAD II TAG ( DESCRIPTION DOOR QUANTITY !I =N I, it NIATTITUCK, NY 11952 tu EXTERIOR yrt " ry µ Y- " "+ y+Y _ + " - ry 4X n - » µ N Y " I ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING d ° DRAWING TITLE: ----------- ---- -:.._ ( STRAPPING DETAILS. - - -- _-= - --- - - 1 _. W __...•_.._. . . - I PROPOSED SECOND FLOOR PLAN I of DOUBLE � 1� WINDOW CHART � 0:2 SLIDER 12'-011>CT-O" 3 (IF— I) SEC. FIRST FL. EGRESS - -- �� -- - II = I C .-- , .. SEG-FL. ROUGH OPENING I WINDOW DIMENSION CLEAR FROFOSF_� SECOND FLOOR PLAN O3 [ ( ) i (1) FIRST FL. I = -, :..., ; _ -: - - i OPENING (I) CELLAR SINGLE �i 3--0 X7 O 2 _� I TAG TYPE j MODEL # WIDTH REOV: 20" �- -- --- -- -- - --_-..lF'EIGHT REQ'D:24" SCALE 1/4 - P- it O° WIDTH HEIGHT WIDTH HEIGHT - _ - - - ; - 1,7725.8 S.F. HA�BITA�BLE SPARGE; 2,082.5 S.F. OROSS AREA _ - l - -- --__„ -11 ---- - PAGE: OPEN REQ'D: 5.'7 S.F.I INTERIOR CELLAR if - A l DOUBLE HUNG 1 WDH2646 2-S ?Y 4-8 - 2'--1 _ � 0.15 HR FIREit 11 - -- 04 ..__. SINGLE 3-O X"1 O I r ' 4-8 - --- - - - -- _._ B DOUBLE HUNG 1 WDH210410 31_O11 31_Q11 2'-I I �j11 51 0 iII RATED S in I A-10% INTERIOR - FIRST FLOOR I III AWNING AW281 2'-'i - 1 i !11 I " 1 II W' II -- ...._.--- ---- --- --- ____ 11 -- - -- -- ---- - - - - 11 -- --- -''- -'--- ---- -II 1 05 SINGLE It 3 O X�1 O 2 • t ;1 I DOUBLE HUNG WDH2852 2-�T 5-4 i 2-10 S j D , -E DOUBLE HUNG J WDH38410 3'-t0 - 5'-0 'I i 31_Q �j 11 51_O I DATE: 03/03/21 7 O F 16 S - - 2 "1.55 - 1:06SINGLE - -III - =2 bX-i-O Ii, -- O' 51NOLE 11 21 O"X..11_OII I - - --- 6 O -b" 5'-1111 31_51 [ I II J( .. ! ,. GLIDER 6636 3' L-_-- _- - - -_ --- --_- - - - - 1) 111 1 11 III 08 POCKET :2l-0"X'7'-O" - L- -- _ _ _ _ O 5 II 6 O 5 II _ .,-:_.......-.:, ..._�.�:�,�.�,...-.�..,..........�.� SPRING INE - SE6o3 b:, _- ,; I_ ,E i 11 � II INTERIOR -- SECOND FLOOR I H DOUBLE HUNG WDH18310 1 I'-IO 4'-a J „ I'--I J 4'-0 g TEMPERED - ` � fifiI n�. p - - - - - I _ - --- - - -- - -- --' I �� PICTURE l - _._ . ... ,I III - EMPERED Oct SINGLE - it 3'-Olt),yl /111 -- ---- 4- --- i P5540 5-5 4'--a 1 5-4 - 11 t/ �a ®�� .1 --- --- "- -b R d y +'-L - --- - ---�1 J I 2'-0 < i I 10 SINGLE 2 b X� O 3 +► -- J AWNING AR21sl .y r ' 1 ❑ I II i I -- - - --- - -- - - - --- - ---- I 2'-O"X�' OII-==- -� _-`------_-� -,4x-- l,i- - ---__- 1 -_..-- j-- ------- - ------ ---------� �,' _K- -- - DOUBLE HUNG �,�.___- WDH2446--- --- �6 _ .. 4•-8 +� 2-5 4-8 DOUBLE II - III-- -- -------- - - --_ �-- - -- `--- - - _- - -.. - ,,�---- -.-.- � ��,-.-- - � -- - �--- ---- -� � I II i I I_ 11 1_ 11 1' 1 1, ,] E " 12 SINGLE 2 O X7 O I L DOUBLE HUNG l WDH38410 3-►O 5'-0 II II li 1 , 15 POCKET .21-511)<7 O I ' ELFNATION N07E5 Q O OROOFING: W I I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR 4 57YLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR b STYLE 75A (OR EQUAL) I I HEIGHT ___ m..=.:::.......:..:m_ . _ _...._. _...._.._.........._..._......_...._ __..._._........._.........__.__...__............___ __..._._.._........._.__.._ __._._....... _____..__._..____......_._....._......._....___....._ _....._.____. RIDGE _ m_:__.:.. _._ ::::::::.... .._. e__._.._.. _._._. _.. SIDING. TOP _... .. ........... .......... ..--..._..-.. _ _ ...�....,.-....._.......__._...._....._....... .__._.........._.._.............._...__....._-..-.-_....--.-... ...._..__...-_...-_...-.-_.-___ .........-.--.. .......w 5O ELEV. +30.4 .a...a....... _ 2. LAP GEMENT 51D1 ORASTE TBA OR EUAL) _ �...�.:.:__.�W.. ___,a'�w..._...._�_.__._ ,�-_._,,_--_,-a.a�, ____ _.. ..___�__...___._...................._.._......_...___-____...._............_......._....__...__._.._...__...._._....__..._...._.._..._._._....�.._...._.._.__..._......_........,„.-...a.,._...I. SEE NOTE ® SECTION (MIN 30 YR. WARRANTY) .._._._........_...._.._....__. _._.__._.___-.__.__ .._.._- ._ H� �mm _ aa. ............ m- ..._ w_._.-m . _m .a., a .ma.....__ ..._ -.... _. _ ._..__.. _.__.. _ _...._...__...__... ._m.. .-........ _.... _...._._.. -- _._.._...... _mom .._. __._.... - 51 D I NG _............ . .............__ _. _.._._ ___.._ _— _..._..__.._. ..__.........._............_.-_........._.............._.__... .. .............__ .. 4 __. - - _ _..._........... _........_................ ._.._.........._.. .. .m.... _ ... .awaam. __ _ O _. I. SEE NOTE ® SECTION M Z 2. VERTICAL BOARD d BATTEN SIDING,COLOR Q STYLE _... __ _ _ .�_ �__.__ �___ �_ _ _ ._ .__.____....._. _.m.,�...____mx:':.:,�x: �xx__......:wxixa_x.:<::.,.�ma:a.����':.'. .m�..____:xx._�xxaw,x::x��.w _.-.a�sHam�aauxa,x��_�x�......_....ma_,» ,: ,:---.�x�:'u:'xa:i�;i,:aa,��a�,,�,.a_�.::,:�::-.. __._... _....._.__................................_._ ........._._...__......_..................._...._..���.a. .._....................._..._................__.._. ...... ..........__........................_....._..__._..... ._.._______._...... .................._....___..._....__.�r........_.....__............_.._.................................. ......._......._......_. ........ ......_.__....................... _.........................._... ........_........ ... ...... ......._............... 3 �>:..w:ae:.._....wsmwvv..euv.aw.w�wmx�-mam-wv._._....vcv:..._....._._...:sic_--'vsmaamcwaavwa....._mam. _...«._.....,......._..,.,....._.....,__._._......_....,.._..._. TBA (OR EQUAL) (MIN 50 YR.. WARRANTY) - 1- aw,w,� �x...�xae .-�:'�x::•�x::..�x.x':x__..:::.:x:�:,",...��---xx:�x.�xx:a'.x_,__..�>-:x.:x:x::..:x _ .�.�a� _.��:: �x�x� : a _ _. ............_............<.._.....,.. . .......... .____ _ ___...._ ._.__......_...._... . ...._...... ._......_. u� - aa��<'--ma-�ca�a�.��mxx:axr:.,:'::m_x...._....aaa m�__-mm��mrxaa.. xnm�.Naam-xamxa.�v........_ ax'_ ___�-.__^,a vim_ ,.�. m.,,:...� ._ - ::�.._.,,.,�.�w � ..�_ •,�a_._� ::x:::s,.:amam snex:sssmmww—'^ maessssra�w^^ro�mraeacevv.aaxmwaa.-axev..._._s'avwm. .................... ..... _......._......._., wee _ ..._......._........ .............. ..........wa., ;wv, m... ..._...._........_........._... ....................._....................... .. .._........._..._......_........... _. .. ...._.. ............ _...... " .. .. ..... .. ...,,_,.._� .aa' o-vn.....mmmmamw.., w.uoixeswmwma—ma'mx'�wmemwav:awu'........_.x�.•_a _.aaarx•._ywm<rca-aam........me'xawes;wueay. .yy�:..._.e'u:m"lace:':::;....-.x::c..e.:.e'..x........ 5 8 SQUARE TIMBER COLUMN __ __ _ _._. ____..__. _.__.___._._._ ..............___._.....__._..._._..._._ O -- tl� _ ci _ _....... _ _-- � �•x, �� mow.____._.... _....._...__................... - .._... ._ ....._..........._._ . . _.._......._...._........................_..._ _ ..........._..._....._........ _..._.._.__....._.......... _._.__........e....--' _... HEAVY TIMBER ELEMENTS _. . ........................ _...................... .............................__.. ....._......_.....__.....__..........................__............. } E i _... . ................ _ _ � I J i J .... ............_....._._._... ._..............._._..,._.........._, w....�»_...maaaammw.,aae.�maa..._...... ,...mwa..amw.�.,...aw.wa..m..aaa..aama........ E i I ...wr._...._m....w.__....,_...a�m... ...aa. ,aa..._..a..awaaaaaaaaa....awx�.,.ae......a..... ..a...a...a..r..a....aw m._.....a-.a...__..a... .�.:�....__ .._..__._..._._._....._.._._...... _..._._.._r.„.. ...._...._.... aaaaaa..maa._aa.........__..r..M..«; �'^^ Ssmmm.w.x.....�.�....mws..�xs.. ..,.........a.. — E 1 I O € i } I i � I 1 � I i .._. �. I 1 .v.�_� � i € I f d' SECOND FLOOR GLC. HGT_� Z ---------- _ £ ! I ELEV. +21.0 5 __ - - , I 1 € I � � 4 -- ----- } _......_...__.w---_........_.._._ �. � J wrN i. W Ln am _ I E �L Q : O I J I _ 0 r E y L i I i : i 1 E 1 i € € : ' .._.._..._.._.._.....-...-...M.�...._ ...._..i1�'"" ............ `.',..._._..........._........_..._.._. ”"w'_":::.......................... ..........._......_........._..._ € 'I I ' I i � € ! } W i SECOND FLOOR I O 3 ELEV. +12.0' 3 i `t £ k 3 E p 1 tI f_ i E E 3 [ E 3 E E 11— I { m F.F. — _ s FIRST FLOOR, CEILING HEIGHT 6 E j EE ELEV. + I+i _..__._._._..__._..._. € _ } £3 _ I w. iF LAI, Tw.- .._.. t C I ELEV. 1.9' � _ _ II -- ---- I oI � I-- I FIRST FLOOR i BASEL I NE ELEV. +0.0' I I II NORTHEAST ELEVATlOil (FRONT) 50ALE: 1/4" = 1'-0" I II I I j I I I I i II I II I I I I F2 I I I > I w I I I 12 I ! �. ROJECT ROYALTON ROW 4--�-_ LOT DESIGN C __.............. _.......................... I I - - 5 ! I I ? COX NECK ROAD NIATTITUCK, NY 11952 I £ I I E i Ei DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - € 4 I E I { i ! I 1 i i E PAGE: I iI gol M00% %J Ii III _a i I € I I I — 1 : E I --- - DATE: 03/03/218 OF 16 I £ I £ � i -_— I € - ASC, M. p0 NORTHNEST ELEVATION (RIOHT SASE) ��.,... 50ALE: 1/4" = 1'-0" ELEVATION NOTE5 Q OROOFING: W I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING SINOLE5, COLOR d STYLE TBA (OR J EQUAL) (MIN 50 YR. WARRANTY) O ROOFING: Q I. SEE NOTE ® SECTION I I 2. 5TANDINCG SEAM METAL ROOF, COLOR $ 57YLE TBA TOP-RI DOE HEIGHT - ------------- - (OR EQUAL) ELEV. +50.4' SIDING: 3 I. SEE NOTE ® SECTION -- - - - - - -- -- _ _-- --- - - - 2. AP GEMENT SIDING COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - - - __ -" --- - - - — - — _ - —_ _ - -_ = - -- - -�- T= - -- _- - = = -_ 0- O1. SEE NOTE ® SECTION _— - — -_ -- - _ _ - - _ -- -_ _ - —_ _ - _ - - - - -- -- -- - _ _ _ 2. VERTICAL BOARD 4 BATTEN 5IDIN6 COLOR STYLE O . TBA (OR EQUAL) (MIN 30 YR. WARRANTY) 2 - O5 8 SQUARE TIMBER COLUMN - - - _- --_ _— ---__ --- -__-- - --_ - __- i 60 J HEAVY TIMBER ELEMENTS -- - - I r J _ 00 - -_ -- - - E Z d7 SECOND FLOOR GLC. HGT, _l$ ELEV. +21.0' I ; Z 1 [ I i i i I I I I = - - _-_-_ -- -- -- - L - -- - -. _ I N L } - I I W (D Lu II I i 4 I — — I I D O O III O 1 I i E i SECOND FLOOR W - i --- 2 ------- N i ELEV. +12.0 —� ! , : IN, I I I I I _........._._.____, U J I I , I FIRST FLOOR CEILING HEIGHT ELEV. +IO.a' _...__.__.__._. .... __.._ II I I >, - I ,._v__O_--__ I' �II _____ ..�.., I'I----�' __._.,._-__._.____ r ______� 'I,.- II I �____--__ ! � i I I � � �x� •. FIRST FLOOR 3 ---- ---- ---' I + ELEV. +I.a' ........... - - j-, BASEL I NE ' --- ----- — -- g ELEV. +0.0' ' I ' I I I i I I SOUTHNEST ELEVATIONREAR � ) I I SCALE: 1/4" = I'-O" I I I I I II I I I I I I II I uj 12 i Tm.. I I i , - w i - I .I I ., ... _,_...._,._ Q I :ars:.rbN, ,-:"�s::;�;'��z::'::'-.- , __ _'^-,r..,,:.::,- ..........r, utter,.'�'a»ar�as::asweJ,::-.-:.':."" ._ _,_______..___„______.____.___,______.____,__,._,___.__.____.._,__ .______,____._______,_,__.,_______. wa:, --.a.e. ��� __�_','ax�r_'.:.a.._'�•:.,_'.._,,,__'es_c_�_,_____._.^„_,_.,._w_��_�_v______�_...�� '.:. -- PROJECT: I I i I i i 12 OYALT ROW i I f i i I ._...., i i � � � 1 I I ......_. .=-+...,_...may_ __ _,.._..,. •__........,,.,,_....,,._..,,,,.___.. ....,._...�...,..._,_. ...,,..,.. I I£ _- - _ i t-; _ I LOT 11 DESIGN C f I I 1 II i I E I I r~ i l= I. I i I I , COX NECK ROAD ' i ---�-.---- ---- _ =-III, r :._,_._,_.,,_._`____ ..._..w.___,......._:.^• 3 ,.,_, '' _,.._............... ,,.....,.�.... v_N O I, >--------- li Ilii ----1 -- -- �.�,.,.�...��....- _._...._.. I I I I i t lT I I I 1 I -__- _._, _...-. DRAWING TITLE: S I 5 I I -- - _- - ==------ -- PROPOSED EXTERIOR ELEVATIONS I i £ F.F. F.F. - II II 5 4 W I PAGE: _........... I Af A- 0("A”, 71 ,..._..._,_"'"•" � __•__'__.. ,..... -i ... ,,,,,, I �_...-...... j it._...�J. I O -_________ _ ,� -_- .__ -- ',' I DATE: 03/03/219 OF 16 ' � o � ... I i I i i I I F.F. E -- - - r� o ys� ti r bf,� C7 t fir.i,_- li SLE fiy SOUTHEAST ELEVATION (LEFT SHOE) SCALE: 1/4" = 1'-0" CONNECTION 'A' AS I Q BUILDING SECTION NOTES PER PAGE G-O�5 TOP RIDGE HEIGHT NEW RIDSE O NEW ROOFING NOTE (TYPJ: ELEV. +30.4' --_------- - 12 O I. INSTALL NEN ASPHALT ROOFING SHINGLES Lu 2.INSTALL ICE AND ATER SHIELD FROM FASCIA UP TO J W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE B HIPS (AS REOV) 4Sp L.PROVIDE RIDGE VENT(AS REOV) pj P p F�A 7. FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS REOV a. INSTALL ALL AS PER MANU. SPEG.'s TYPICAL ROOF $ GEILINS CONSTRUCTION: �___ _ CONNECTION 'BI' AS — _ - -__ � __._""-_.-."_"W"'a_"" I ' I I'- O O CL NEW ROOFING A5 NOTED PER PAGE 6-003 ' • 1/2" GDX Fl SHEATHING (BLOCKING ® ALL NEW R.R. TO G. Fl SEAMS) P - --_-__ BUILDING SECTION NOTES n" rirATOP RIDGE HEIGHT Q --------------- - -------- NEW ROOFING NOTE (TYPELEV. +30.4' --- --- - ------ ---------- ---------- -- J. -- --- -- - -- ULJ O I. INSTALL NEW ASPHALT ROOF-IN5 SHINOLE5Lu m�- - 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO — - 24" FROM IN51ME FACE OF STUD WALL AND AT\IALLEY5 OVER -- -- 5.INSTALL 15 # BUILDINS FELT N.O.NJ OVER 1 _ 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - _--= 5. GAP 5HINSLE OVER RIDGE 4 HIPS (A5 REOV) _- b.PROVIDE RIDGE VENT (AS R.EGV) - -- -"-- _ _ _ -- O 'I. FLASH ALL VALLEYS a ---- ----" -- - - - _. — - -' -- _ 8.INSTALL DRIP EDGE AS REG!'D a. INSTALL ALL AS PER MANU. SPEC.'S ---- - _8 -- R.R. AS PER PLANS - ~ EI INC CONSTRUCTION: 2 CL O TYPICAL ROOF G L --- --- --- ----- -- -- • NEW ROOFING AS NOTED G.T. AS PER PLANS _ � , • 1/2" GDX PLYWD 5HEATHINS (BLOGKINS ® ALL PLYWD 5EAM5) R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRID51N5 0 CENTER OF SPAN,U.O.N.) SECOND FLOOR GLC. HGT_� • MIN. OF R-4Q SPRAY FOAM INSULATION OR ---------- Q�,p� INSULATED DO O T — Z - - - R-49 BATT INSULATION ELEV. +21.0 -- ------ ----�Q� _--- - -- -- Q TYPICAL EXTERIOR WALL 0ONSTRUGTION (TYP.): Ltj O3 UPON "TYVEK" HOUSE WRAP (OR EQUAL) � F- -------- Q'�• z - {} J UPON I/2" GDX PLYWD. 5HEATHINS (BLOCKIN(5 ® ALL -- BONUS ROOM U b - > O lict PLYWD 5EAM5) O UNHEATEPAJNFIN15HED - • 2"xb" STUDS ® ib" O.G. w/DBL. TOP PLATE K O _ Z • 2' SPRAY FOAM INSULATION (® R=T/INCH) w/R-13 Q '�` - rq BATT INSULATION (R-27 TOTAL) I O m • 5/5" 5YP5UM BD. WALL FINISHZ— O SECOND FLOOR �'; d' NEW SIDING NOTE (TYPI ELEV. +12.0' O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL LL -LL J N UJI (D LAP 51DIN5 d VERTICAL BOARD $ BATTEN `�- m- - 51DIN5Lo Ix T-11 - --- 2."TYVEK" HOUSE WRAP (OR EQUAL) i� F.J. AS PER PLANS LA __- 5.INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NFOE55ARY '.RIM FOR PROPER INSTALLATION 5. 51DIN5 SHALL EXTEND TO TOP OF FIRST FLOOR CEILING HEIGHT --- FOUNDATION WALL ELEV. +10.9' -" "- Wu NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. - - - 5 O REINFORCEMENT AS PER DETAIL W ' s MUDROOM 2 GAR J O �; _--- TYPICAL FLOOR GONSTRU< GARAGE:TION: I - — O (a. _! • NEW FLOOR J015T AS NOTED ON PLAN • 5/4" GDX PLYWD T46 5HFAiTHINS (BLOCKING 0 ALL t O �G)) PLYWD 5EAM5) 4 _ • F.J. AS NOTED ON PLANS (a) SPANS OVER 5' FIRST FLOOR _ INSTALL "X" $RIDGING ® GE:NTER OF SPAN, U.O.NJ --------- • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 3" ELEV. +I.q' �� --- SPRAY FOAM INSULATION (R=VINCH) AT RIM ..1015T = F.J. AS PER PLANS' ' r � -- - O TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: BASELINE , .. , O I. (1) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTER5ECTINS ELEV. +O.O' I ' JOISTS, SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAO BOLTS 0 16" O.G. 2. INSTALL H.D. OALV. JOIST FIANGER5 BY '51MPSON' (OR 5 EQUAL) AT G.J./D.J., OR H.D. GAL V. H2.5A RAFTER TIES I I I I n \ AT R.R. 10 5. SEE NOTED DETAIL I Oi I BASEMENT UNHEATED P-401 J OS 1.5FOYER WALL5TUD FRAMING AT DOUBLE-STORY 6 I UNFINISHED I i L A-401 j SECTION G /A-302 i SCALE: 1/4" = 1'-0" I � 1 HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE Z SPI=GIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; w PLANS AND NOT PROJECTING MORE THAN 412" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT 0 U .JOIST HANGER BY 'SIMPSON' OR EQUAL NOTE: w - --- - --- -- — -- — --- -- ---- --- — — — — — — — — — — — --- --- — — FIRST FINISHED FLOOR I IF FINISH MASONRY USED (SUCH A5 — — ---— -- -- ,-- —— - --- —- - -- - — 4"P.GONG.5LAB BLUESTONE) - MASON TO ADJUST HOHT OF LANDING AS REQ'D TO w/6x6 10/10 mmI" UPON COMPACTED Vj ACCOUNT FOR FINISH MASONRY FILL Q j 2. ALL HORZ. 5URFACE5 SHALL BE PITCHED V2" MIN. SPACE BETWEEN ® 1.45 AWAY FROM BUILDING GRADE _r AR BENT TO WALL AND HANDRAIL 3. FOR 5LAB5 ABUTTING FRAMING, IN5TALL SAB AS SHOWN ° - -- --y--� = '�==------- i COPPER FLA5HIN5 FROM 12" ABOVE AND �/ PROJECT: 5/4" PINE RI5ER ADJACENT TO 5LA5, BED ALL FLA5HIN5 z IN ASPHALTIC MASTIC / i 5%4" PINE TREAD 5TA�NDA�RDS FOR ORI FFA E3LE HAND RAIL „ ' -�� OVAL ',O N ROWi /a / �. - - - - -- ---- SCALE NTS- - � ^ � -b LOT 11 DESIGN c %- STEP;5"GEYR®ENDS CL47 • /// �� ti GROSS SECTION ' MIN. �z HANDRAIL - - -- ----- --------- /1 ) /RouNDDDSosING CLEARANCE CIRCULAR NON-CIRCULAR Lu 3-6„ lo" /,% / COX NECK ROAD 1 / (NOT INCLUDED IN TREAD DIMENSION) 4n_61i4u LANDING I� MIN. //i GOMPAGTED x � o NIATTITUCK, NY 11952 PERI- 2,4 FILL LL MIN. �4�—2 MAX. m #4 REBAR ® 10" z O METER 4" P. GONG.SLAB w/ 2'x4" r O.G. (MIN. 5) w DRAINING TITLE: b'xb"-lo/lo W.IN.M. KEYWAY -� ,moi// ,. -- -- - -r ------------------- F-� UPON COMPACTED FILL •, /iii/ �O O 4"DRAIN GONNEGTED ,� m 5 BUILDING SECTIONS .7 o DESIGN DETAILS To j TO EXI5T.MAIN LINE w w ---1 a �// c Pesti" L NOTE: lYl 0 ------ ---------" --- 1 ALL P. GONG. SHALL BE r' #4 REBAR CONT. ® 10" O.G. (MIN. 5) J.' V 4,000 P51 (MIN) j m , (I) #4 REBAR CONT. r (5) 2"x12" STRINGERS ® w/R-21 - II PAGE: INSULATION, IF UNDERSIDE 15 FACINS ; #5 BENT REBAR ® 12" O.G. II' STORAOE/NON-HABITAL SPACE8" THK. P. GONGW . ALL 11 ° I IA-3%jw= ruu Y2" GYP. BD. (1) #4 REBAR CONT.--" J� STORA�cSE UNDER c (WHEN A�FFL I GA.LBE) P. GONG. FOOTING AS ' PER DETAIL 10/A-401 DATE: 03/03/21 11 OF 16 4 f. TREATED 2"x12" SILL FOR CONTACT w/GONG. (IF APPLICABLE) BELON ORADE MASONRY STA I R DETA I L F R Cy JA-502.0g SCALE. 5/4" = I'-O" -4 M. > < I NTER I OR MOOD STA I R DETA I L FA 50:2.0C1 SCALE: 3/4" = I'-O" TYP. ROOFING (SEE SECTION NOTES) PROVIDE 3" (MIN) GONG. COVEi OF ALL REBAR WITHIN P. GONG. TYP. ROOF CONSTRUCTION FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING (SEE SECTION NOTES) AS PER CONNECTION 'D' IN LLI - 8" (4) 3/8" H.D.G. LAG SIMPSON' H2.5A P5 p��p��N P OVIDBETNEN INSUCAVILATION 5 IEAR MENT5LATEFOR UPLIFRESIST, 'SIMPSON' } _ BOLTS (PREDRILLED) RAFTER TIE R ON PAGE G-003 ® EA. STUD. - - - _ PER ENERGY TABLE FLOOR SYSTEM A5 (WHEN APPLICABLE) NOTED ON PLAN / � NEW FLOOR SYSTEM AS (2) 2IIxb,I P.T. SILL PLATES 0 NEW STL. GAP PL. 'A' OR FLOOR WOOD BEAM - - - - - --- -- NOTED ON PLAN -�--- -- -- --- I UPON SILL SEAL UPON COPPER 'B' WELDED TO COL.;SEE AS NOTED ON PLAN / GAP PL. DETAILS TERMITE SHIELD � \ -- - - -- - - I' '^ ---------- -— / G.J. AS PER PLAN NEW 3-I/2" O.D. SGH 40 ---- -��— -- --- - - -- --- - - - - - - - NEW 51V4) HOOKED ANCHOR O r NEW BASE P._ATE 'A' HOT DIP GALV. STL. COL. 3/S° THK. PL. I 3/8° THK. H.D. ", BOLTS ® 3q" O.G. w/3" 5GUARE FASCIA BOARD WELDED TO COL.;SEE (ASTM AI23) AS PER /4 II WASHER 4 ENDNUT BASE PL. DETAILS FOR FOUND. PLAN BY SIMS GALV. PL. BOLTING STEEL (OR EQUAL) 11/4�ii BEAM AS PER PLAN NEW 411 P. '- i 1 i = PROVIDE GOLD JOINT GONG. SLAB GAP PLATE 'A' I G H AT GONG. SEAMS (TYP) "SIMPSON" PC64 a I� Z „ (FOR 3 PLY BM) NEW SIMPSON' LU526 II�� FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE "SIMPSON" BG52-2/4 GALVANIZED JOIST II Q F L LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (FOR 2 PLY BM) HANGER W u I I ° <a00 ORAPEJ i Z � C) 4" GRAVEL BASE ; ,/NEW (3) #5 HOR. REAR UPON (3) #5 .�V{., HOR. REBAR(6 TOTAL) 8 a I I � NEW 24"x24'xl.: " � _._._.......____ i __...._ I i I '. _ (4) 5/8 H.D.G. LAG DEEP P. GONG. PAD BOLTS (PREDRILLED) �7 - Z N FTG. (MIN. 4,000 PSI) _�..-.__ _._v._ ._...... _...._1..._ COMPACTED FILL If _ LL J - - _— - - - -- - — -- — -- #6 HOOKED VERT. I _._...". __ _.- w e�'I PERMAGA5T REAR ® 24" O.G. I ' Lo Ix / \ I COLUMNS AS ;A _ _ .w'_ O = Lo STL COL.. 2424N12 "xOOTI 1�1C-� I7T I�. --- -- - / - - -- `-- -- - - - PER PLAN - _ .. H J O A-401.00 " = 1 11 1 & jl SCALE: 3/4 11-011 w\ / I � # a• U " �� OS"SIMT ASE PER I 3/8 THK. PL. I _ V /4 5/S THK. H.D. POST SIZE I#' I _ J GALV. PL. 1�, __.___._. _ _ _ _ U —� /2 P. GONG. FOUND. WALL - cr .4, 1 i FINISHED STONE jf I --z~" GAP PLATE B (MIN. 4,000 PSI) __ � Q FLOOR SYSTEM AS NOTED ON PLAN FOR CONNECTION OF 5TL. COL. TO (5) 1-3/4" WIDE 4" GONG. SLAB LVL LUMBER OR (5) :2" WIDE OR (4) 2"x WIDE4 I i 1 r FLOOR WOOD BEAM # NEW STL. PL. B II z L , 4 HOR. CONT. REBAR I d. a 1 DIMENSIONAL LUMBER OR 5.25 WIDE PSL # - WELDED TO COL.;SEE AS NOTED ON PLAN "- TOP, MIDDLE THIRDS, 4 GAP PL. DETAILS BOTTOM OF WALL (4 TOTAL) II NEW 3-1/2" O.D. 50H 40 HOT DIP GALV. 5TL. COL. NEW BASE PLATE A WELDED TO COL.;SEE (ASTM AI23) AS PER Ita BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BACKFILL P. GONG. CONT. FTG. BOLTING I STEEL (OR EQUAL) - OMPAGTED • �� # _ 4 &RADE (MIN. 4,000 PSI) NEW 4" P. (4) 3/8" H.D.G. LAG j EVERY 6" (3) #5 HOR. CONT. REBAR PROVIDE GOLD JOINT I GONG. SLAB — ~— Ili �� BOLTS (PREDRILLED) 4 P. GONG. SLAB AT GONG. SEAM_ (TYPJ I 0 I EXTEND FOUND. WALL 4 FTG. AT 4 - , i COL. PER FOUND. PLAN;PROVIDE a a. � � I / \ z ADDITIONAL (2) #5 VERT REBAR - - -- - \ IN GONG WALL BENEATH COLUMN � �� ' ...• a _J LY MOISTURE RETARDER 4" &RAVEL BA5EI _ 1 4" GRAVEL BASE- ` IL--- ---- / --- - - - - I . — r I I^......_..........._.._.. I I • _f -------- __ PRO ----r--- -- _ ' -- - - \ // I COMPACT FILL I _ . 3„ 21-0 I I ---- COMPACTED FILL \ i _�........_.._ _ - \\_-'� - - - - P. GONG. FOUND. WALL 4 FTG A5 NEW 30"x30"x18" �` II E ._____._..._..__ 3/8 THK. PL. DEEP P. GONG. PAD - - PER DETAIL 10/A-401 I ! I NEW (4) #5 HOR. FTG. (MIN. 4,000 PSI) ( I REBAR UPON (4) #5 — ............... 1 HOR. REBAR(8 TOTAL) „ 3/8 THK. H.D. it II II CAP PLATE 'C' GALV. PL. �, COVERED PORCH DETAIL � FOUNDA71 ON NALL I7ETA I L I 1 STEEL COL, 50 x50 x 18 FOOT I N I�ETA I L FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE [A-401.001SCALE: 5/4" = I' A-401.00 SCALE: 3/4" = 1'-0" A-401.00 SCALE: 5/4" = I'-O° LVL LUMBER t (5) 1-3/4" WIDE LVL LUMBER � I I #5 REBAR (TYP) 2'-011 LAP PROVIDE 3" (MIN.) GONG. COVER (TYP) OF ALL REBAR WITHIN P. GONG. ! FOUND. WALLS 4 P. GONG. FT6'5. PROVIDE STRAPPING 4 NAILING Z —————— AS PER CONNECTION 'D' IN w "TYPICAL NAILING/STRAPPING ol REQUIREMENTS FOR UPLIFT, O 2 I ---- -- -- -- SHEAR, 4 LATERAL RESISTANCE" 0 FLOOR SYSTEM AS _ ON PAGE 0-003 ® EA. STUD. ------- -- -- -- --i=---- -- NEW (2) 211x6" P.T. SILL PLATES --- -- - -- NOTED ON PLAN I I - 11 - - - - I I I UPON SILL SEAL UPON COPPER !^4 c FLOOR AS NOTED ON BEAN 3 I/2 O.D. 5GH. 40 HOT —— ——_———I———I——————— 4 P. GONG. SLAB TERMITE SHIELD w ! 1 NEW 5TL. GAP PL. 'G' ——— WELDED TO COL.;SEE DIP GALV. 5TL. COL. I' I I 6"x6"-10x10 W.W.M. BETWEEN Q GAP PL. DETAILS NEW 3-1/2" O.D. 5GH 40 (ASTM AI23) AS PER CENTER 4 UPPER � OF SLAB p I I' SECURED IN PLACE DURING POUR HOT DIP GALV. STL. COL. _ _ � I PLAN WELDED TO PL. � ' NEW 5/8"� HOOKED ANCHOR NEW BASE PLATE 1B' (ASTM AI23) A5 PER W 117 d-� I I I 6 MIL POLY BOLTS ® 3q" O.G. w/ 3" SQUARE PROJECT: WELDED TO CCL.;SEE FOUND. PLAN BY 51M5 �� 8x8 x3/8 THK. -� a I I I', #5 BENT M015TURE RETARDER WASHER 4 ENDNUT STEEL (OR EQUAL) �' 5TL. BASE PL. BASE PL. DETAILS FOR � p� I, I! I REBAR (TYP) \� , BOLTING NEN „ _' ' ! 1 (4) 1/2" HOOKED ANCHOR N I I I i-z R OYA LTO N R O V V PROVIDE GOLD JOINT GONG. 5 AB = BOLTS EMBEDDED INTO III I I a a' I� �� ,r. Jnr' �•.w j.M'i AT GONG. SEAMS (TYP) FOOTING MIN. 4" w/ OVERSIZED LOT11 DESIGN C GRADE WASHER AND END NUT SETUP I I I 4" HOOKED VERT. 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(5PAN RATING) REINFORCEMENT AT RA15ED MASONRY PATIO LJJ EACH JOIST, A" THK. x II-7/8" HIGH x Ib" LONG, CENTERED - -- - w "OP 4 BOTTOM CHORD w/ O BENEATH EXTERIOR WALL ABOVE,, FIXED ON ONE SIDE OF JOIST IN VERTICAL POSITION TO _ --- -_ PL PREMIUM" GLUE (OR EQUAL) 4 3" NAILS ® 5" o.C.; m (p SEE ALSO JOIST MANU. SPECIFICATIONS. OPEN-WEB JOIST REINFORGEi`FENT: 2"x8" P.T. D.J. ® I6" O.G. _ _ L1J w/SIMP50N LU526 JOIST (3) 2"x10" P.T. FLUSH BM. - ; J O PROVIDE 05B 20 O.G. (SPAN RATING) REINFORCEMENT AT HANGERS ® FLUSH BM. EACH JOI5T, A" THK. x II-71/8" HIG-f x 24" LONG, CENTERED BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON BOTH SIDE OF JOIST IN VERTICAL._POSITION TO TOP 4 RAISED MASONRY PATIO (3) 2'x10" FLUSH BM. BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 6 3" - Q NAILS ® 5" O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. I U (4) 2"x6" (2) 2"xb" POST `^ ^• .s3�>�' �,:-;� JOIST HANGER5 (STEEL FLUS111 BEAM): v POST TO HDR STACKED BENEATH y __ 6 FLUSH BM. 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X m � I, STACKED ;; nh�Qo , _DRAWING TITLE: RAISED MASONRY PATIO _ BENEATH POST ' U 4_ 7 : .:. - - TO VALLEY (3) 211x6' \ { (7 \� _ P( _T (2) 2 xl0 HDR l ?s. / POST TO n� \ 0 ��� - w PROPOSED STRUCTURAL PLAN r'� Q 0] �� D- FLUSH BM. � 0�� 2"x8" G.J. ® ib" O.G. w/ � I �Ly rl 51MP50N LU526 JOIST Q Q - n\� 0 ( � HANGER5 ® UPSET 5M. I wm �I� O ��� >�\�® J �� Q0 LXJQ" TIMBER DR. 4_'X1011 TIMBER HDR. ry _ _ _ _ I �„ / 0� `f' II DRP. � `Y 0 OP - (3) :Vx/" �e ��o !oPAGE: POSTS V ------------------- m Q TO HDRXp� 1 � �Q 5-1 Oolok 'A woo 0Q DATE: 03/03/21 13 OF 16 P / m POST TO J +' ry+ Q P' FLUSH BM. \;� ��'P - r•R. �C`...'Y..,, ' FROPOSED F I RST FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" NEW PARTIAL HEIGHT uj EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL i% W ' WHEN APPLICABLE) -� EXISTING TO FEMA N NEW WOOD FRAME (L.O. NEW FOUNDATION WALL a STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J W WOOD FRAME (L.O. 5TL. POST FOR 4" ALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL ),1. Ix POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0: O WOOD FRAME (L.5. 5TL. (L WHEN APPLICABLE) Z O STRUCTURAL FLAN NOTES Q 0 OSINGLE SPAN STRUCTURAL. MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY -j ABOVE INDICATED POSTS. 00 PROVIDE SIMP50N HGLTV HANGER AT INDICATED BEAM J O2 CONNECTION;WELD HANGER TO STEEL BEAM PER O MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N Z C) STRONG-TIE WOOD GONSTRUC:TION CONNECTORS PAGES J 4 162-164 d BULLETIN "T-G-WELDUPLFTIq". Q < Q > TYP. 5TL. COL.: O3 5-1/2" O.D. 5GH 40 HOT DIP GALV. STL. COL. (ASTM AI25) N BY SIMS STEEL (OR EQUAL) u- LLj CD it e-4 OPEN-WEB JOIST REINFOF:GEMENT: O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST,A" THK. x II-7/8" HIGH x 16" LONG,CENTERED BENEATH EXTERIOR WALL ABOVE FIXED ON ONE 51DE OF JOIST IN VERTICAL POSITION TO TOP B BOTTOM CHORD H/ LLj "PL PREMIUM" GLUE (OR EQUAL.) 4 5" NAILS ® 5" O.G.; SEE AL50 J015T MANU. 5PEGIFICATION5. I OPEN-WEB JOIST REINFOF:GEMENT: (3) 2"xb" UPSET BM. co—) O PROVIDE 05B 20 O.G. (SPAN RATING) REINFORCEMENT AT - NLu PROVIDE FLAT W EACH JOIST,A" THK. x II-1/8" HIGH x 24" LONG, CENTERED ® �= ROOF H BENEATH INTERIOR LOAD-BEARING WALL ABOVE,FIXED ON ? NQ MEMBRANE --- - - — U BOTH SIDE OF JOIST IN VERTICAL P051TION TO TOP d SLOPE AWAY ._..._.. _......................_....__..._._.._......_......_........_........ _..._._.._....._............_.............__......................... BOTTOM CHORD H/ "PL PREMIUM" GLUE (OR EQUAL) d 5" d 3�0 .N BUILDING I FROM -. NAILS ® 5 O.G.•SEE AL50 JOIST MANU. SPECIFICATIONS. = U N __....__......-- _..--..__-.____._..... ._....._.._..___._..._._..__._._.__.._............. JOIST HANOER5 (STEEL Fl-USH BEAM). _,_.. 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(U.O.N) PER MANUFACTURER SPECIFICATIONS �b Pkv x �tDz�LA ry6.�� Jed, � I J0I5T HANGERS (WOOD FLUSH BEAM): iv ®Q BEDROOM#2 O PROVIDE 51MP50N MIU5.56/11 FACE MOUNT HANGER ® EACH 515.4 S.F. F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS j Q BEDROOM#3 /0 J 241.6 S.F. Q rY IL LOAD BEARING ALL H/ REINFORCED F.J. BELOW: Lu v p n W i 10 AS INDICATED BY HATCHING N p LIVINO ROOM \�q�^�r��� 0 N cV 04 �pj+QU" a (3) 2"x4'. l9 a l� P'Cr HEADER P05T FRAMING NOTE: Q POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW '(� (2) 2"x8" POSTS � TO HDR G /4) USTANDARD FRAMING GRAPHIC ON PAGE 6-005 UNLESS DOOR HDR r tu NOTED OTHERWISE x � x to (4) 2'x4" POST N (TYP. U.N.O.) to BENEATH P05T 2'x4' (2) 2"x8" 7 - i m TO RIDGE / P05T TO 10 DOOR HDR BEAMS (TYP. U.N.0) ! _ '_ 10 SIMPSON X 0� WALK-IN CL. i "'- HHU 550 HAW GeR 60 S.F. 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INISHED 'Y _....._._ ............... ......_.............._.. ......_...._.._....._..._.._._._._._... .._......._........._.._............_.._..__.._........_........ .__._........_ ._._.._..._._ ____._._____ _.._.._...__... .... _._..___..._......_._ _._.__..._.___....._ __....._ __..________. _.._.... _.___ ._............_._.__._.__.._..__.._. a PROPOSED STRUCTURAL PLAN _..... ......._._........_.._..... _. _...._. _ _...._......._..__W:::W:::..._....._.:v.. _._.............. _......_.__._.._.. _ 4 PAGE: A %op IV 94L 0 \\yon DATE: 03/03/21 14 OF 16 U Ory P O m M <: Q q�C . �= n� FROPOSED SEOONI7 FLOOR STRUCTURAL. PLAN SCALE: 1/4” = 1'-0" i OENERAL 510"�50L <E",*' : Q _ EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT w WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) -� EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) I i NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. O WHEN APPLICABLE) Z O H •: 5TRUGTURAL PLAN NOTES Q OSINGLE SPAN 5TRUGTURAL_ MEMBER: 4"x3" ALUM. STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DOWNSPOUT ABOVE INDICATED POSTS. DOWN TO 411x3" ALUM. SPLASH DOWNSPOUT 00 PROVIDE SIMPSON HGLTV HANGER AT INDICATED BEAM GUARD ® DOWN TO O2 CONNECTION;WELD HANGER 1-0 STEEL BEAM PER GRADE (TYP) GUTTER HIGH SPLASH z O MANUFACTURER SPECIFICATIONS (5EE 201q SIMP50N POINT (TYP) GUARD STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 1 GRADE (TYP) NEW MECH. ROOM: J � e-I O I. NEW GA5 FURNACE; INSTALL AS PER MANU. � 162-164 d BULLETIN T-G-WELDUPLFTIq . TYP. 5TL. COL.: E TRO ROOF O.D. SGH 40 HOT DIP GALV. STL. COL. (ASTM A123) GUTTER HIGH 3.FLUE THROUGH THROUGH ROOF O POINT (TYP) 4.MAINTAIN AL x30" CLEARANCE IN FRONT OF LLL J N BY SIMS STEEL (OR EQUAL) MECHANICAL UNITS AS PER NYS MG 306.1 W 0 5. MAINTAIN ALL APPLICABLE VENTING Ln � r•I - Ek CLEARANCES REQUIRED PER NYS MG 804. h O Lo ENTA IX p a U 4"x3" ALUM. O OPEN-WEB JOIST REINFORCEMENT: v ',; O4 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT a V 'I EACH JOIST, d THK. x 11-'7/8 HIGH x I6 LONG, CENTERED BENEATH EXTERIOR WALL AESOVE, FIXED ON ONE SIDE OF * , DOWNSPOUT TYPICAL MECHANICAL ROOM NOTES: r•1 J O JOIST IN VERTICAL POSITION TO TOP B BOTTOM CHORD w/ d) � J x DOWN TO 411x3" ALUM. I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY "PL PREMIUM" GLUE (OR EQU�,L) 3" NAILS ® 5" O.G.; - - N ® iv ® ORA ELLS ® DOWNSPOUT "DUROGK" (OR EQUAL) -- Qr V W N Q p GRADE (TYPJ DOWN TO 2. FOR WD. FR. GLC. AND/OR WALL5 - PROVIDE (1) SEE AL50 JOI5T MANU. SPECIFICATIONS. 411x3" ALUM. -_ __ ___ .._ -- — — -- --_ .__ -_- -_ j - �'DRYWELL5 ® LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON OPEN-WEB JOIST REINFORCEMENT: �_ GRADE (TYPJ GONG. WALL5) O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT DOWNSPOUT - - - - - - - --- -- - - - - - - -- - - - --- - - 3. N ® WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. Lll EACH JOIST,A" THK. x I I--I/8" HIGH x 24" LONG. CENTERED DOWN TOJ L__-_- ---- _ __ - _ _- SPEC's AND AS PER NY5 MECH. AND FUEL GA5 CODE SPLASH f- 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT U BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON GUARD ® I BOTH 51DE OF JOIST IN VERTICAL P051TION TO TOP 4 GRADE (TYPJ _ 5 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) 3" IT CONFORMS TO NY5 MECH. AND FUEL GA5 GODS -, . COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. FRESH AIR INTAKE FROM EXTERIOR ®- 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL `Z " J015T HANGERS (STEEL FLU5H BEAM): O PROVIDE SIMP50N BA2.56/11.,38 TOP FLANGE JOIST HANGER EMERGENCY SHUT OFF SWITCH L" "1. FOR GAS SERVICE, PROVIDE OAS SHUT OFF SWITCH T ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N CLEARANCES AS PER GORE STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 162-164 4 BULLETIN "T-G-WELDUPLFTIq". p JOIST HANGERS (5TEEL FLUSH BEAM): X p O N PROVIDE SIMP50N BA3.56/11.,38 TOP FLANGE JOIST HANGER cV ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER a x !P ry °k MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N STRONG-TIE WOOD GONSTRU(:TION CONNECTORS PAGES 162-164 d BULLETIN "T-G-WELDUPLFTIcI". O J015T HANGERS (WOOD FLUSH BEAM): 0 8 PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH • U' +\0 0. b F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS (3) 2"x611 (5) .2"X6, q POST To POST TO RIDGE RIDGE JOIST HANGERS (WOOD FLUSH BEAM): OE O PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER® EACH I 1 F.J. (U.O.N.) PER MANUFACTURER 5PEGIFIGATIONS (2) L-I5"x11.25' G.P. 2.0E LVL RIDGE 4"x3" ALUM. LOAD BEARING WALL w/ REINFORCED F.J. BELOW: J ! 10 a I (3) 211x6" POSTDOWNSPOUT / � II AS INDICATED BY HATCHING I I TO RIDGES, U DOWN TO (2) 1.15'xq.5" G.P. 2.:;)F- LVL FLUSH BM. � _ w/ 51MP50N HH 45 HANGER5 HIP, d VALLEY Q DRYWELLS j V GRADE (TYP.) co HEADER POST FRAMING NOTE: J POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLE55 OQ- NOTED OTHERWISE N - v � I p ! I <L \ .9 a Vi L r , Lu ww0fv p z -z x - X sd RHEEM 115,000 BTU l \ W N Q Q Q L1 Q r ►? ® N Q I GAS FURNACE MODEL �U \ 1'-0" TYP. -4-4r p[ � tU ' 0 v _ � � Q'U• NO. Wg5TC1151524M5 cV z z p Q x z k +�Ob 0 \, (OR EQUAL) co \\ H p�W 7p z x Q IY Q ry Z _ tu 2 ( N a X IL z nNQ k ;O cVfioNrnC U im �w \ A -- -- -- -- - - -- - - - -- - - -- - -- - -N 3 p 2 xb O (2) 211x6' H TCH 11x6" OSTS Q- LL,'---I -- -- - ---- -- --- -- ---- ~ OST TO ~ POST T (3) 2 P \ --- -- - - -- - I cr i ALLEY VALLE TO RIDGES - 112:12 PITCH 12:12 PITC 411x3" ALUM. Q ti - - - - - p DOWNSIPOUT o U DOWN To 2"x8" R.R. 2"x8" R.R. DRYWEILL5 Ib" O.G. ® Ib" O.G. - - -- - L Q\ 4 U' \ry' ,+ / GRADE: (TYP) PROJECT: ® - .` ��' �0,,0• `� ;. iii , R 411x3" ALUM. GAS OVA LTO ii Y �O ® DOWNSPOUT PROVIDE EPDM FLAT � �� DESIGN ��i 1 /'C> DOWN TO ROOF MEMBRANE - <L / 5PLA5H PITCH " TO I' zx !P I / GUARD ® GRADE (TYP) - - - - - - - - - - - - \�U @� - - - - - o ��0� �. ALUMINUM ROOFING COX NECK ROAD "o* MATTITUCK NY 11952 ® 4"x3" ALUM. QvJ � DOWN5POUT \ DOWN TO \ DRYWELL5 ® \ DRAWING TITLE: GRADE (TYP) -- -- -- ------------ PROPOSED STRUCTURAL PLAN �ry 4"x3" ALUM. \ 0 ' DOWNSPOUT 4"x3" ALUM. \ U DOWN UT DOWNSPOUT \� 0 GUTTER HIGH DOWN TO \ GUARD ®SPLASH POINT(TYPJ GRADE (TYP) \ ry®\b GRADE (TYP) \ \ PAGE: \ / DATE: 03/03/21 15 OF 16 U 4"x3" ALUM. _D A C DOWNSPOUT R DOWN TO \g ,�� /) tmyp%ELLS a GRADE (TYP) tC! .A� ""— �' 0- KC x ,ss•L,F;;.., � yl � FROPOSED ROOF STRUCTURAL FLAN ,7 50ALE: 1/4" = 1'-0" 0 W W J a 0 J_ H d Z 0 a: W J J 00 z � cfl � Q <C Z T-i LL. W co Lo IX rq r— Lo � J 0 w X U w 4" FRESH AIR VENT c L THROUGH ROOF Q Q - ` I j 2ND I _, ____ -"•-.., I _ FLOOR FURN. 1 ------ - -- - - - -- -- - - -- - - - - - - -- - - - - - ------- - - -- - - - --- --- -- -- I - - ----- --- -- ---------i -- - BATHROOM#2 I I BATHROOM 3 LA, BATHROOM#2 _III BATHROOM#3 # UNDRY _ _ I LAUNDRY j _ 1E_ NOTE: . T 1 LAUNDRY 1 i ALL PLUMBING WORK a I I I i O I I I I I I I I I O LOCAL PLUMBING CODE O SHALL CONFORM _ oa oa SHALL CONFORM TO ! FUEL OAS WORK O 1 :2111 :2111 1 1 I 2"I I 2.d O !IL TO LOCAL p FLUM51NO CODE d I I p� p� FUEL OAS � 2 1 I I I I I I I I ! 'I I PROVIL'1= "ABESGO FP200 FR � I I � � � � i ! I , I p I B I B I I B I CT-1 I B7 I 12" 12" 1 .8 I 12" 1 I EXPANDING FOAM" (OR EQUAL) z I I I I � Q f 1 1 I ( I I I AT ALL PENETRATIONS IN FIRE O 0 1 Q4 Q4 I Q4 0 I O I III v X I I p4 p4 I p� I LEGEND w RATED WALL5 AND to W.G. vl 13 01 I 31 31 I v l 13 3 i I W.G. 31 I v W.G. z � N FLOORS/CEILINGS. PRODUCT I_ �: I �: I I_ v: I m _ I .- I HOT WATER PIPING PENETRATIONS: I - - = I IN = I liv Q. IN IN N I 1. PROVIDE ABE5C0 FP200 FR - I_. I 15HOWER 1 t ASTM 84 AND U 4'fq 14 m N I l N _: I N N I- TUB 1 SHOWER -I 1� - -,1 1\ TUB - I_I WASHER 1:N ------{ SUPPLY ----------- ---- ---- ---- ---- DRYER - ry- - - - -- - --- ------ --------- EXPANDING FOAM" (OR EQUAL) I I I- 12 TUB _Ili TUB 1 wASHER --- I - -- ► -- 1 I -� i I I i - -- I 1'-- -- - ---- ---; ------- ------------ ----------------- '� I GOLD WATER _ AT ALL PENETRATIONS AT WALLS j SUPPLY - ----- ------- -- -- -- --- - -- -- ---- - ------- -- - - -- - ------- ANDFLOOR5/CEILINGS. -- - -- - -- - ---------- ------ --- 1 1 1 12.PRODUCT CONFORMS TO ASTM E BATHROOM#I POWDER ROOM KITCHEN BATHROOM#I I I !, 814 ASTM E 84, AND UL 14-701 POWDER ROOM KITCHEN � NOTE: I I PROVIDE "ABESGO FP200 FR ALL PLUMBING WORK I ! EXPANDING FOAM" (OR EQUAL) 2" _ 211 SHALL CONFORM TO j I j AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE I RATED WALL5 AND w I _--T' I T---_ pC I I w KITCHEN GREAT ROOM FLOORS/CEILINGS. PRODUCT O T2"' 1:2 „1 :2111 1 O p� BAR I CONFORMS TO ASTM E B 14 O T_ I BAR I 2 I I :2.11 I I GLEAN OUT I p� SINK I I ASTM E 84, AND UL 14?q u� % ! 2„I I SINK I 3” 1 I I 1 „ AS REG2'D L I I H B I I I 1 B I B I � 1 OAS W I 12 t- I I B I i 11 B ! 1 B t- z I i I I 5 I I j i v l i l i � v I i II Q4 I I I ! FIREPLACE VENT IL PROVIDE F.A.I. X 31 I x x 13 = I n 'S N I 1N IT- W.G. m N. N iv, 1 N W.G. V 1 I N I N iy 1 ry SHOWER O I- 14, N - - - - I I- " I- " ISHOWER - m rv« nI \ I I I d- �r i, ! v .. --- --- --- W.�. I I -I = I x � � * * I� III RANGE � i - - ', -� -- - - p� 2 � -- ------- ----- - -------- - - I REGULATOR _ 1 m m G.O. 3 G.O ---- -- - - - - -- - - --- -r - - ='7 ---- - ---- - - - --- --- - ------ - ---- -- -- ----- ------ --- - - - =-- GAS SUPPLY it I I I 4" MECH. ROOM 4" HOUSE I II O MAIN DRAIN TO STREET TO GAS rWATER MAIN MECH. MAIN Q 4 TO SEPTIC Q 1 �! _.j Q ROOM PROJECT: SYSTEM I I W ! 1 \OYA LT O N 1 \O fl V LOQ' 11. DESIGN C II '� i x IST j • -- -- COX NECK ROAD MATTITUCK, NY 11952 PLUMB I NC RISER - r7)RA I N / NASTE / TNT FLUME31 NC RISER - SUPPL`I' OAS RISER — SUFFLY DRAWING SCALE: NTS SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: R in DATE: 03/ / 1 16 OF 16 D All 'Q t° Vie:'_•'- — r Lv^ 1 +' .enAff vv 'Wnzu.,xua t w