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HomeMy WebLinkAbout46285-Z �o�ocuFfaL,�� Town of Southold 11/3/2022 P.O.Box 1179 0 53095 Main Rd JSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43552 Date: 11/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1015 Royalton Row, Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.36 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2021 pursuant to which Building Permit No. 46285 dated 5/20/2021 . was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch, rear raised patio, second floor balcony and attachedag_rage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0614 9/30/2022 ELECTRICAL CERTIFICATE NO. 46285 9/27/2022 PLUMBERS CERTIFICATION DATED 8/29/2022fi 7and Ca narella Au ori ed ature Sa�FacKc TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE • 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#: 46285 Date: 5/20/2021 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. f At premises located at: 1015 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.36 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 11/19/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.40 CO-NEW DWELLING $50.00 Total: $3,024.40 A, Bu' ng nspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q 0 • ao sean.devlin@town.southold.ny.us Southold,NY 11971-0959 �yCOUNT1,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 1015 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46285 section: 113 Block: 7 Lot: 19.36 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 75 Ceiling Fixtures 20 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 50 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt G2S Ceiling Fan Combo Smoke/CO L� Transfer Switch200A UC Lights 4Q' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 60 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, Oven, Micro, W/D Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 27, 2022 S.Devlin-Cert Electrical Compliance Form SaIde eaf SO�P�P�o Town Mall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: Yartot Awe (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. J (PIum ers ignature) Sworn to before me this day of /`►� y , 20 ZZ Notary Public, /'��1 J� County Matthew Tempests ERegistraf�lon PUBIC,STATE OF NEW YORK No.OITE6294435 County of Nassau sion Expires Dec.16,202]5. # # TOWN OF SOUTHOLD BUILD NG DEPT. 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: -T(AV` #r' c aMPv- DATE S INSPECTOR . pF SOUTyO SO O TOWN F UTHOLD BUILDING DEPT O courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL (�fi> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Sa?/ "flj VA%lei U b.W4V-- TV&k6,,, ole A Woo ICIPNI omwoz -0465D X� DATE 'LD?��/ INSPECTOR ho�aOF SOUTyO� I_U5r 'V 1,.5- 12-4y * * TOWN OF SOUTHOLD BUILDING DEPT. couMv��' 631-765-1802 INSPECTION [ ] -FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]' RENTAL REMARKS: �`'�'0Sa-tv- tj V SN DATE INSPECTOR .A. li(Pais A 1-1 P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build June 3, 2022 JUN DO RE: Royalton Row-Lot 7' BUILDING DEPT. TOWN OFSOUTHOLD 1015 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 101.S Royalton Row,the 1St and 2"d floor foundations were completed per the architectural plans and NYS Building Code. Please contact our office if you have any questions. Thank yo Anthony, crtillo, RA, LEEDAP f /)j� 0370 �Q Ca F A M P Arch i t e c t u re Address:10200 Main Road.Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build September 21, 2022 RE: Royalton Row-Lot 7 1015 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 1015 Royalton Row, the foundation,framing and strapping, insulation and caulking, rough plumbing and insulation barrier and fire protection assembly for the floors,were completed per the architectural plans and NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP v9'[; A' •�� 4 ' '?VK �, sE�t,} � •C yaranu..ean .nws,nM f I . t AN AN �_.yy:,,,,��,,�• 'T.,.y ���t�p��,�r t �.r� v�*Y'"�,,lz„�. � ,4�'c1'.M.. 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For indoor use only SAFETY INFORMATION AWARNING FIRE OR EXPLOSION HAZARD Failure to follow safety warnings exactly could result in serious injury, death, or property damage. - Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call your gas supplier from a neighbour's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. - Installation and service must be performed by a qualified installer, service agency, or the supplier. Q.Ihly S1,1—C—fi,d io •O G + _ IP® -) C U S Wolf Steel Ltd., 24 Napoleon Rd., Barrie,ON, L4M OG8 Canada/103 Miller Drive, Crittenden, Kentucky, USA, 41030 Phone 1 (866)820-8686•www.napoleonfireplaces.com• hearth@napoleonproducts.com W415-2036 E-05.,0.22 ® safety information A WARNING • This appliance is hot when operated and can cause* Under no circumstances should this appliance be severe burns if contacted. modified. • Any changes to this appliance or its control can be • This appliance must not be connected to a chimney dangerous and are prohibited. flue pipe serving a separate solid fuel burning • Do not operate appliance before reading and appliance. understanding operating instructions. Failure • Do not use this appliance if any part has been to operate appliance according to operating under water. Immediately call a qualified service instructions could cause fire or injury. technician to inspect the appliance and to replace • Risk of fire or asphyxiation do not operate appliance any part of the control system and any gas control with fixed glass removed. which has been under water. • Do not connect 110 volts to the control valve. • Do not operate the appliance with the glass door removed, cracked or broken. Replacement of the • Risk of burns.The appliance should be turned off glass should be done by a licensed or qualified and cooled before servicing. service person. • Do not install damaged, incomplete or substitute • Do not strike or slam shut the appliance glass door. components. • When equipped with pressure relief doors, they • Risk of cuts and abrasions.Wear protective gloves must be kept closed while the appliance is and safety glasses during installation. Sheet metal operating to prevent exhaust fumes containing edges may be sharp. carbon monoxide,from entering into the home. • Children and adults should be alerted to the Temperatures of the exhaust escaping through hazards of high surface temperature and should these openings can also cause the surrounding stay away to avoid burns or clothing ignition. combustible materials to overheat and catch fire. • Young children should be carefully supervised • Only doors/optional fronts certified with the unit when they are in the same room as the appliance. are to be installed on the appliance. Toddlers,young children, and others may be • Keep the packaging material out of reach of susceptible to accidental contact burns. A children and dispose of the material in a safe physical barrier is recommended if there are at manner.As with all plastic bags,these are not toys risk individuals in the house.To restrict access to and should be kept away from children and infants. an appliance or stove, install an adjustable safety . As with any combustion appliance,we recommend gate to keep toddlers, young children and other at having your appliance regularly inspected and risk individuals out of the room and away from hot serviced as well as having a carbon monoxide surfaces. detector installed in the same area to defend you • Clothing or other flammable material should not be and your family against carbon monoxide. placed on or near the appliance. . Ensure clearances to combustibles are maintained • Due to high temperatures,the appliance should be when building a mantel or shelves above the located out of traffic and away from furniture and appliance. Elevated temperatures on the wall or draperies. in the air above the appliance can cause melting, • Ensure you have incorporated adequate safety discolouration or damage to decorations, a T.V. or measure to protect infants/toddlers from touching other electronic components. hot surfaces. A barrier designed to reduce the risk of burns from • Even after the appliance is out,the glass and/or the hot viewing glass is provided with this appliance screen will remain hot for an extended period of and shall be installed. time. • If the barrier becomes damaged,the barrier shall • Check with your local hearth specialty dealer be replaced with the manufacturer's barrier for this for safety screens and hearth guards to protect appliance. children from hot surfaces.These screens and • Installation and repair should be done by a qualified guards must be fastened to the floor. service person.The appliance should be inspected • Any safety screen, guard or barrier removed for before use and at least annually by a professional servicing the appliance, must be replaced prior to service person. More frequent cleaning may be operating the appliance. required due to excessive lint from carpeting, • Thea appliance is a vented as-fired appliance. Do bedding material, etc. It is imperative that control PP 9 PP compartments, burners and circulating air not burn wood or other materials in the appliance. passageways of the appliance be kept clean. • The appliance area must be kept clear and free from combustible materials, gasoline and other flammable vapors and liquids. OWARNING:This product can expose you to chemicals including lead and lead compounds, which are known to the State of California to cause cancer, and chemicals including carbon monoxide,which are known to the State of California to cause birth defects or other reproduc- tive harm. For more information, go to www.P65Warnings.ca.gov. 2 clear space A WARNING The area above a fireplace gets hot, (unless the appliance is fitted with Napoleon's Dynamic Heat ControlTM system). Combustible objects or mate- rials must never be placed in this area. For minimum distance, refer to installa- tion manual or your authorized dealer. ' Fireplaces \ generate radiant , ` heat. Do not put objects in front HOT GLASS WILL CAUSE BURNS. of the appliance (minimum DO NOT TOUCH GLASS UNTIL distance of 4 feet COOLED. [1.21m]). NEVER ALLOW CHILDREN TO TOUCH GLASS. - A barrier designed to reduce the risk of burns from the hot viewing glass is provided with this appliance and shall be installed for the protection of children and other at-risk individuals. A WARNING If fitted with Dynamic Heat ControlTM (DHC), DO NOT COVER OR PLACE ` ITEMS AT AIR OUTLET OPENINGS!* FIRE HAZARD! The air that comes out of the DHC air outlet is very hot. NEVER PLACE OR ALLOW ITEMS TO FALL INSIDE THE DHC OUTLET AIR OPENING. `The DHC air outlet is shown at the front of the fireplace enclosure (see illustration), however it may be located at ceiling height, it may be in the room behind or in both rooms. Dynamic Heat ControlTM is optional on the Vector series (LV models)and included on the Luxuria series(LVX models). [PATENT PENDING] ® welcome congratulations Napoleon is proudly committed to your total home comfort. We are proud to say that our products continunously surpass industry standards and our inspiration is you! More than anything, we want you to feel confident in choosing Napoleon for your home. Our products are designed to provide that confidence and ensure that every Napoleon product is beyond compare. Napoleon products are designed with superior components and materials assembled by trained craftsmen who take great pride in their work. A barrier designed to reduce the risk of burns from the hot viewing glass is provided with the appliance for your safety.This barrier must be installed. Your Napoleon fireplace has been thoroughly inspected by a qualified technician before packaging to ensure that you, the customer, receives the quality product that you expect from Napoleon. Dealer: Fill in your dealer information (or business card) and the appliance installation information below. Dealer Information Name of Dealer: Dealer Location: Dealer Phone: Dealer E-mail: Customer: Customer Address: Date of Installation: Location of the appliance: Installer: Dealer: Business card location Serial Number: Model: Natural Gas: Propane: Vector ❑LV38N-1 ❑LV38N2-1 ❑ LV38P-1 ❑LV38P2-1 ❑LV50N-2 ❑LV50N2-2 ❑ LV50P-2 ❑LV50P2-2 ❑LV62N ❑LV62N2 ❑ LV62P ❑LV62P2 ❑LV74N ❑LV74N2 ❑ LV74P ❑LV74P2 Luxuria ❑LVX38N-1 ❑LVX38N2-1 ❑ LVX38P-1 ❑LVX38P2-1 ❑LVX50N-1 ❑LVX50N2-1 ❑ LVX50P-1 ❑LVX50P2-1 ❑LVX62N-1 ❑LVX62N2-1 ❑ LVX62P-1 ❑LVX62P2-1 ❑LVX74N-1 ❑LVX74N2-1 ❑ LVX74P-1 ❑LVX74P2-1 Vector or ❑ Dynamic Heat Control installed(Optional for LV/included for LVX)' Luxuria 4 WV-_-2036 E 2 'D„2 table of contents 1.0 getting to know your appliance 6 1.1 control access 7 1.2 rating plate/lighting instructions location 8 2.0 operating your appliance 9 2.1 using your appliance 9 2.2 on/off components 9 2.3 operating and lighting instructions(electronic) 10 2.4 pilot-on-demand (electronic) 11 2.4.1 changing the batteries in the remote/battery holder(including switch) 12 3.0 remote control layout 13 4.0 remote control operation 14 4.1 remote control operation 14 4.2 temperature display 14 4.3 flame height time 14 4.4 child proof function 14 4.5 LEDs 14 4.6 night light dimmer control 14 4.7 continuous pilot/intermittent pilot (CPI/IPI) selection 15 4.8 low battery/manual bypass 15 4.9 in the event of a power failure 15 4.10 eFIRE Controller application 15 4.11 LED colour control 16 5.0 clearances around fireplace 17 5.1 Dynamic Heat ControlTM (LV optional/LVX included) 18 6.0 maintenance 19 6.1 care of glass 20 6.2 care of plated parts 21 6.3 glass guard assembly(GGA-1) removal/installation(LVX models only) 22 6.4 safety barrier removal (LV models only) 31 6.5 door trim removal 31 6.6 firebox glass door removal 32 7.0 replacement parts 33 8.0 accessories 34 9.0 troubleshooting 36 10.0 faq 37 11.0 warranty 38 itThe camera icon indicates video tutorials are available as additional reference, visit http://mynapoleon.napoleonproducts.com/download/index/44/1 W-115i2036:c:07, 1022 5 _ 1 .0 getting to know your appliance This owner's manual is written for a complete series of linear fireplaces that have a range of different features and specifications. Before reading this manual, be sure you know which model of fireplace that you have. This informa- tion will have been filled out by the installer on the proceeding page and on the rating plate that is permanently attached to the fireplace(see "appliance overview" section). This manual is for the: • Vector Series(model number prefix "LW) • Luxuria Series(model number prefix"LVX") If required, more detailed technical information is included in the fireplace installation manual. The information throughout this manual is believed to be correct at the time of printing. Wolf Steel Ltd. reserves the right to change or modify any information within this manual at any time without notice. Changes, other than editorial are denoted by a vertical line in the margin. Visit the Napoleon website for the most current version of your appliance's manual. Valve/rating Glass guard plate/lighting Glass guard mounting instructions assembly Safety barrier Firebox brackets Heat rail (LVX only) (LV only) Door trim glass door (LVX only) (LVX only) \\� Battery holder Control cover Pilot Burner (including switch) Some features and components illustrated may vary depending on your model. Single-sided model illustrated. bNd 1-2,336 E- � 5.22 VECTORTm 50 DIRECT VENT LINEAR GAS APPLIANCE dam Product information provided is not complete and is subject to change without notice. Please consult the installation manual for the most up to date installation information. Dimensions single-sided see-thru ,.. SAFETY BARRIERi'"••^' O SAFETY BARRIER A _ t 9 •® r A LV50-2 _ __ LV50-2 t A 2 3S A 23/4- Flanj& 1340r-m _m B rmU C ,,. ,e" C C —.---- - Wall Penetration single-sided see-[hm 0. SAFETY N RRB1 r L --- Combustible Mantel Clearances Appliance Location r H 2 i; F minimum framing 2 � ® Q ' 1 ��� F LV50-2 H I 12 v Tc , F EH B T. LT 6 —•E 'yi^�,:.:,oM',,n rani»M / G 4rYN»M,q udeca p",.m,m a»axe»i yee `.` 2 lrq� H HE— l 12 3a 5 6 7 8 9 1011 MANTEL DEPTH —� 1 .wu..v,.. er»r. ® 'S,ngle-s:derl rrnxlel d4�stra<.,i. •»r.. O O W415-1874/A/02.04.19 24 Napoleon Road,Barrie.Ontario.Canada L4M OG8.214 Bayview Drive.Barrie,Ontario,Canada L4N 4Y8 Fireplaces.Heating and Cooling:705-721-1212•Grills 705 726-4278•napoleon products.com VECTORTm 50 DIRECT VENT LINEAR GAS APPLIANCE •. . Specifications Width Height Depth Model BTU Actual Framin Actual Framing Actual Framin Viewing Area LV5 NN-2 36,000 65 5/16 65 13/16 41 3/16 73 19 7/8 20 1/8 52 3/4 X 18 5/8 LV50N2-2 36,000 65 5/16 65 13/16 41 3/16 73 16 3/16 163/16 52 3/4 X 18 5/8 Front Options SLF50K/SS PSB50SS/K � ire" MIN.PROJECTION 1 FROM FINISHING MATERIAL 03 5 11-1 _ 4 51 U9` MAX _ ADJUSTMENT 1 ADJUSTMENT 12 15.. 193.. 16 473.. <e 4 8 n° 48 112' s L t Framing Dimensions single-sided see-thru 3ttraming the appliance,ensure to Install the hrestop first. Before framing the appliance,ensure to install the firestop first as it will not ft between the studs if installed after The LV series requires a•ninimurn framing. enclosure height of 73"measured from the bottom of the appliance.For temperature requirements,this area The LV series requires a minimum L must be left unobstructed.Some enclosure height of 73"measured venting Configurations that require from the bottom of the appliance.For more vertical rise will require a larger temperature requirements,this area enclosure to provide minimum vertical must be left unobstructed.Some clearance between vent pipes and L venting configurations that require combustibles. more vertical rise will require a larger 1' E F, enclosure to provide minimum vertical J F clearance between vent popes and combustibles. J minimum framing minimum framing Ref LV50-2 Ref LV50-2 E 20 118"(51.1 cm) E 16 3,'l o';41.1 cm) F 65 13/16"(167.2cm) F � J Optional Apnliance does not need to be elevated above floor J d aly„h;r,e_i� eea ro ile elevated above floor "L 73"(165.4cm) 'L - C, e,lam venting configuration(see minimum distance to combustibles). Product information provided is not complete and is subject to change without notice. Please consult the installation manual for the most up to date installation information. 24 Napoleon Road,Barrie.Ontario,Canada L4M OG8•214 Bayview Drive.Barrie.Ontario,Canada LA 4Y8 W415-1874/A/02.04.19 Fireplaces.Heating and Cooling:705-721-1212•Grills:705 726-4278•napoleonproducts.com 10/21/22,2A4 P / F" ` e IIM-741�g e"'-------------------- .L ■ ,4. r l� t 4 f 4 . 4 L 1 d i i t k K. https://mail.google.com/mail/u/0/?ogbl#inbox/FMfcgzGgRGWScBhFjpMXDfhCWZChBHpr?projector=1 1/1 10/20/22,3:36 / •• z' JL AL 716 •. ■ f ., �"7 !■ J ..•OM1 aGo..>s,w� 8c!ws•^t.�.--,.....� F _ t..�. � .x �.. -- a }o..v`�, - 'S O ill �•` t _Ll:Xe .-` .. ..� �`. < � "'IVa �^1A • . 1'� ♦ems..�r � � / . .` � F�f • - � t.� \ �5., x ����'� ".A -fes ,i.. _ � "i• ~ � - L__ ♦. W ' �^•'` �Y�lL�y I UffEA 4Z https://mail.google.com/mail/u/O/?ogbl#inbox/FMfcgzGqRGVKZcSWzsNkcfphcWSeHCJL?projector=l �... ` ti� ,. lin i..- '� •=-:•,a � �'+.�t ._ fi",t^..: .. •'� .t. 1g � e r 34, 1411 k y. ' 100 If- PefAA;-f *yZzesr Building Envelope and Duct Tightness Report 2018 tECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1015 Royalton Row,Mattituck NY 11952 Test Date 9/20/2022 Building Permit#: 46285 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 2058 18781 0 sealed Attic 2nd 1725 19658 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 11192 area includes areas where the ceiling height is less than 5 Total Volume 49631 ft. CFM @50 pa 2375 Air changes/hr@50 pa 2.87 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2058 Leakage CFM @ 25pa 82.1 CFM/100 ft'CFA 3.99 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/t00 ft'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,sectlon 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: � . Date: 9/20/2022 Christopher Silvia,Home Energy Solutions Lot /E)/5 111 c -hon X-6a) '7""Tcctc — rrinv� Ntl7Ld� VE EVALUATION REPORT Number: 539 Originally Issued: 05115/2018 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.openioisttriforce.com Specification for Wood Construction(NDS). TRIFORCE*WOOD TRUSSES 3.2 Fire-Resistance Construction: The assembly. is recognized for installation without the prescribed minimum CSI Section: '/z-inch-thick(12.7 mm)gypsum wallboard or'/s-inch-thick 06 17 53 Shop-Fabricated Wood Trusses (15.9 mm) wood structural panel membrane in accordance with Exception 4 to the 2018 and 2015 IRC Section R302.13 1.0 RECOGNITION or Section R501.3 for the 2012 IRC when installed as described in this report. The TRIFORCO wood trusses recognized in this report, have been evaluated for equivalent fire-resistant A minimum 9'/z-inch-deep (238 mm) truss installed at a construction. Fire-resistant construction was evaluated to 2- maximum spacing of 24 inches(610 mm)and sheathed with inch-by-10-inch nominal dimension lumber in accordance minimum 23/32-inch-thick WSP floor sheathing in with Exception 4 to Section R302.13 of the 2018 and 2015 accordance with the IRC, offer equivalent fire performance International Residential Code (Section R501.3 of the 2012 to floors framed using 2-inch-by-10-inch nominal dimension International Residential Code). The wood trusses meet the solid sawn lumber prescriptively sheathed in accordance with intent of the provisions of the following code editions: the IRC. • 2018, 2015, and 2012 International Residential The TRIFORCO truss uses a%-inch-thick(15.9 mm)wood Code" (IRC) structural panel or 'h-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 trusses shall be in accordance with the manufacturer's Use of the wood trusses recognized in this report is subject installation guide,this evaluation report,and the applicable to the following limitations: provisions of the IBC and IRC. The trusses are imprinted 2.1 Use of TRIFORCE0 wood trusses shall comply with the with the word "bottom" on the bottom flanges to assure provisions of the applicable codes, the manufacturers' 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 4.0 PRODUCT DESCRIPTION the supporting structure shall be designed by an approved structural design professional. The design professional shall provide signed and sealed calculations and drawings when 4.1 General: TRIFORCE�wood trusses are prefabricated required by the building official for approval. open web floor trusses constructed of solid-sawn wood and finger jointed Spruce-Pine-Fir(SPF)lumber.Web members 2.3 The open web trusses shall be properly braced in are connected to flanges by adhesively bonded finger joints. accordance with the installation instructions and the applicable codes. 4.1.1 Flanges: The top and bottom flanges are constructed of solid-sawn or finger jointed Spruce-Pine-Fir (SPF) 2.4 The trusses recognized in this report are produced by lumber having a minimum 2-inch-by-3-inch nominal Barrette Structural Distribution, Inc in Trois-Rivieres, dimension. Quebec,Canada. The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material.design or method of construction in order to satisfy and complyW* 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 Zi 2021 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-4tESRPT•Fax.909.472.4171 t web:www.miform-es.org•4755 East Philadelphia Street Ontario.California 91751-2616—USA :sarec+sae, Page 1 of 3 ,m m'�°d' UES t rNumber: 39 b 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 b 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 MO or UE under a quality control program with periodic inspection S under the supervision of IAPMO UES. ES For additional information about this evaluation report please visit IAPMO UES ER-539 Nws.uniform-es.ora or email us at info's uniform-es.or2 Page 2 of 3 Ue$ i iTION REPORT 39 Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 FLORIDA SUPPLEMENT BARRETTE STRUCTURAL DISTRIBUTION, INC. 555 Rang St-Malo Trois-Rivieres,Quebec G8V OA8 Canada Phone:(800)263-7265 www.openioisttriforce.com TRIFORCE* WOOD TRUSSES CSI Sections: 06 17 53 Shop-Fabricated NN ood 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-l0-inch nominal dimension lumber in accordance with Exception 4 to Section R302.13 of the 2020 Florida Building Code,Residential. TRIFORCER.wood trusses evaluated in IAPMO UES ER-539 is a satisfactory alternative to the following codes and regulations: 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS Use of TRIFORCE" wood trusses described in this report supplement is subject to the following limitations: 2.1 Use of TRIFORCE'wood trusses shall comply with the provisions of the applicable codes, the manufacturer's published installation instructions, and this report. Where conflicts occur in these provisions,the most restrictive shall govern. 2.2 Evaluation to the high-velocity hurricane zone provisions in Chapter 44 of the FBC,Residential is outside the scope of this report. 2.3 For products falling under Section 5(d) of Florida Rule 61G20-3.008, it has been verified that the report holder's quality assurance program is audited by a quality assurance entity, approved by the Florida Building Commission to provide oversight and determine that the products are being manufactured as described in this evaluation report to establish continual product performance For additional information about this evaluation report please visit www.uniform-es.oru or email us at info(a uniform-es.ore Page 3 of 3 Fire-Rated Assembly for Unfinished Ceiling 1 TRIFORCE OPEN JOIST The fire -rated solution • for unfinished ceiling OR "meets 2015/2018 As concerns grow over fire performance, an increasing number of IRC R302.13 states are requiring that first floor framing meets the R302.13o- Fire protection of floors of the 2015/2018 International Residential Code' (IRC). 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 uniform ES to expensive options. With TRIFORCE-1 open joist, builders can now meet both fire performance and quality of floor standards while enjoying an open joist solution. Accredited by the American Based on thorough testing conducted by an approved independent laboratory, and National Standards Institute evaluated and found compliant by Uniform ES, TRIFORCE open joist has demonstrated (ANSI) and the Standards outstanding fire performance. We are proud to announce that TRIFORCE` open joist Council of Canada (SCC) has been evaluated for equivalent fire-resistant construction to dimensional lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, in accordance with Exception 4 of Section R302.13 of the 2015/2018 International Residential Code'" (equivalent to section R501.3 of the 2012 IRC). qTM Now builders can again enjoy the benefits of a high quality engineered floor system without costs additions such as drywall ceilings or sprinkler systems. See the TRIFORCE` evaluation report at: www.iapmoes.org/EvaluationReports BUILT BY Barre t te- Peace underfoot w w w op - f � � TRIFORCE° open joist meets IRC f loor fire-protection code for unfinished ceilings • Trimmable at one end • Finger jointed - No metal connectors • Made-to-stock • And all the benefits of an open joist! m ..e u � F„m ;t 2 In compliance with Exception 4 to 3 Section R302.13 of the 2015/2018 IRC TRIFORCE` open joist has been evaluated for equivalent 3/8" x 1" x 15 or 16 gauge staples may be substituted for nails fire-resistant construction to 2-inch-by-10-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 (Section R501.3 of the 2012 International Residential Code`), If cladding cannot be installed using the fastener options when installed as follow: above, it may be attached with a '/<" 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'. TRIFORCE' trimmable end protection 2" 2-TRIFORCE"' open joist 2" Equivalent performance and qualification as Exception 4 is ,w certified in IAPMO UES ER-539. 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 screws at 6" o.c. with 2" edge spacing. See Detail A. or 19/32" wood structural panel _ BUILT BY ----U-e 1 To view the installation in detail, please Barre ®/ download the TRIFORCE°` Specifier Guide at www.openjoisttriforce.com/fire-rated • • • ' • Lot 7 Tax .• #: 1000-113-07-19.36 • •. BUIL rt A � E TOWN . . . Strapping: 4 I` R- Insulation & Caulking: t � � v Rough Plumbing: R art a 1 e' 1 Co. NTS FOUNDATION �,cl^ ►�i►�L e�7.�� y v t ROUGH • BI INSULATION PER N.Y. STATE • � �.11, ®ray® iill�.i ! MIA SrAi� to • a e Mal - { o�SUFFoi��oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING P MIT v/7 c" L t� V� ef For Office Use Only — i Mi I i PERMIT NO. Building Inspector: MAY — 3 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:4/30/21 OWNER(S)OF PROPERTY: Name:Constantino Marra SCTM#1000-113-07-19.36 Project Address:Cox Neck Rd, Mattituck, NY 11952 - Lot 7 Phone#:.646-343-7400 Email:marrc-onllc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:AMP Architecture, Jessica Magee Mailing Address:1075 Franklinville RD., Laurel, NY 11948 Phone#:516-214-0160 Emaii:jmagee@amparchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address: 1075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email: aportillo@amparchitect.com CONTRACTOR INFORMATION:. Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property: vacon+ u* Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _G this property? DYes ETNo IF YES,PROVIDE A COPY. E Check Box After Reading: The owner/contractor/design professional is responsible-for all drainage and storm water issues as provided,by Chapter Z36 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessaryinspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):W9 ea MOfc IRAuthorized Agent ❑Owner Signature of Applicant: Date: q/3cj/D- STATE OF NEW YORK) S: COUNTY OF ftW ` f- W OOMICe,��Ji CQ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the wrni- (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�tyh..,f Sworn before me this BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 3oy iD r Qualified In Suffolk Countya da ofTtti-(' 20 „Y,�+aa-€,Epfres 91Ta2,fz Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorized �'I�C�)�1P� z ��� to apply on my behalf to the Town of Southold Building Department for approval as described herein. i �;� Owner's Signature Date j I /r 1Print Owner's Name /1 L��IS]CEJ�?✓?O ����-/ /`'tGL1j�e���� �r�,'�7,��e,/' 2 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SO0THO00 Za Town Hall Annex'S437SMain Road-PO Box 1178-Sou1ho|d, NY11971,O959 Telephone (631) 76S-1QO3 Temporary Certificate # Date !Z-/2 Z 21022 Customer Name M f AV —610 Oprm,*-rtma ATrToe? Phone e-mail e-mail Size 100 A Phase Overhead Underground #of M' '6ters Remarks - #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done onService? 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 thatthis installation i,complete,the town will conduct apremises inspection nfthe service equipment. This ifi i is validfu 90 days from the clat above. �OgufFOtk�O Q B LDING DEPARTMENT- Electrical Inspector �y0 TOWN OF SOUTHOLD C* 1 TVT01 all Annex - 54375 Main Road - PO Box 1179 Southo d, New 11971-0959 �yu��oF So°U� °Telephone (6311) 765-1 02 k FAX (6311) 765-9502 �owNo rogerr(aDsoutholdtownny.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:: 35594-ME email: 390operatingco@optonline.net Phone No: 6315890535 ✓❑I request an email copy of Certificate of Compliance Address.: LOT#7 - 1015 Royalton Row, Mattituck JOB SITE INFORMATION (Ail Information Required) Name: Marratime Cap LLC Address: LOT #7 - 1015 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46285 email: 390operatingco@optonline.net Tax Map District: 1000 Section: f 3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That-Apply: is job ready for inspection?: ❑YES ❑✓ 140 []Rough In [Final Do you need a Temp Certificate?: EYES [:]NO Issued On 7/14/21 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect ❑ Underground [:]Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y E]NJ Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx '4 PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cookto p Transfer AC AH Mini Special: Comments: 10F04 B WING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 'Tow all Annex - 54375 Main Road - PO Box 1179 oooePT. D Southold, New York 11971-0959 NOF SoolNqelephone (631) 765-1802 - FAX (631) 765-9502 So rogerrasoutholdtownny.gov — seand(D-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 rNo.: 35594-ME email: 390operatingco@optonline.net Phone No: 6315890535 ✓❑I request an email copy of Certificate of Compliance Address.: LOT#7 - 1015 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#7 - 1015 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46285 email: 390operatingco@optonline.net Tax Map District: 1000 Section: f 3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That Apply: Is job ready for inspection?: ®YES ❑✓ NO ❑Rough In ❑Final Do you need a Temp Certificate?: ✓❑YES ❑NO Issued On 7/14/21 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# F&/]New Service FIService Reconnect ❑ Underground []Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx � �� � S�fF Town Hall Annex ,� � Telephone(631)765-1802 54375 Main Road Z—) Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 t 4;,� 61 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: April 30,2021 Owner: Constantino Marra Location of Property: 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) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture, Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussRegl5.docx Effective 1/1/2015 PROJECT I ZONING DATA LDT GDVER,4GE Q DESCRIPTION (FOOTPRINT) AREA TAX MAP # 1000-113-07 I�i.36 % LOT W COVERAGE I J ZONING DISTRICT A C � TOTAL LOT AREA 32,380.0 S.F. LOT AREA O.-( ACRES - °-- -- _ -- - -- / - lI PROPOSED BUILDING �r--- 2058.0 S.F. 6.49b WETLANDS DISTRICT N N/A - -= _ - --==- = _ - --- --- - - -- _-- -_- O PROPOSED GARAGE 622.0 S.F. J E - � i I f DEC, DISTRIGT N N/A SUFFOLK COUNTY HD APPROVAL R-21-0614 4'16.0 S.F. I.SY 0 - PROPOSED PATIO - - - _ - - -_ _ - -- O RESIDENTIAL � l i` TOTAL AREA OF ALL STRUCTURES 3156 O S.F. - IL. - q 7�O -- VACANT LAND - _ A 113- MXIMUM LOT COVERAGE ALLOWEDT- 20%� Z HABITABLE SPACE ._. .. PROPOSED +�+� - ..-- - - ------ I'' O BASEMENT AREA _ 0 5.f-,:. z \�- - -- - `0 FIRST FLOOR AREA 2,058 S.F. w SECOND FLOOR AREA - -- - - -- -I,'718 S.F. J00 TOTAL BEDROOM COUNT 4 > d' O Z - _ 0. ��. o < azvq UWco Lo wLo Lo cp ri � 0 EL. 45.17 50' REAR SETBACK EL. 46.57' 04.04.2016 N w / DRA I NAGE SYSTEM C.,ALGUL A710N5 TEST HOLE DATA YOUN5 4 YOUNG C7 0 400 05TRANDER AVENUE ® DRI X Y `4A I (FROI 0SED) �� Cl .® 631.f2i.2303 uj \ \� /-y RIVERHEAD.NY IIg01 ~ \�� X 0. 1-7 = 40-7.`� . L -7/42 .2 = � .� VERT 1 GAL FT. OF V ' O.6' 1 � �ooL R�Qu 1 ��� Q � u N� 5TOGKPILE STORAGE AREA tio�o / ROS I D (I) 8 ' DIA. X 10 ' STORM DRAIN FOOL SILTY \ � 600 S.P. ! 3� - - -- DW 5.0' .: PATIO otic, 34a SF DRA I NAO E SYSTEM GALGULAT 1 ON5 :,r':� fix. F, rr>3 > f, :.3 i `f%i`f' ,, /� S , »/ =i %'r pOO /�/ G1' � OOJ � f '} " ( ) = 5156 Ft. X 0. 1-7= . 2 �• 5AND 4 v"\.rT:. ;`` rf•€',i' r ..%'':f,.�`;'�:r€':°' ,r.:�r;i r>�i �< � fr,. N)=W SANITARY HOUSE CONNECTION LINE V 556 .5.2/42 .2 = �- / 12 .7 � T I GSLT. O a ' y GARAGE, ,/; `! r.,''," € ;�! > rr ' € ; f; , ';% °,.F'm., :,:• Q� FOOL REGU I RED DRIVEWAY / i'` r , f /•` !`'r,r f r`ri' ' `f>:. 'F OC I 2 a ' DIA.I X M (I 8 ' X DRAIN N .r e SF.,.rf,`: `i: rr.� 2 STORY HOUSE ,F..',,;``':,, .. ( / � ST®� / � FOOLS j X/�;° SF OOTPRINTF / \/1 �i � '� DW :` /✓..`r"% 1rr`;>>,, >.! './. /.,>a`. f..r :` /: ,/.'€'.'%` f`i:'�''','f G lo, /• ,./. 3 ', f,..>` r.% /'._ '>'`, r> =£ ,r€.er/ >` f'/'.r;, "l cor�r�xrs,No wAT>=R er�couN�ri:�ro / i, f'r'/.'j/',,' ^`',+. '.'r'f`f;f`,r`'.f'',>'`// `,f, ';>,,/`/i•,r>P" `~�.'',%i � �7 V -y�v `y �,, 0 f„€' ` i' ;` ' ' ';.. , ; ., s i°`,' '``°'`,'r' / MIN. 4 Z \''J "yy u, DRI WEL L/DRA I I X11” O �. o , r r e' 3 , '. jo % ;' ; NEN STRUCTURE NOTA 7ti1 :f'' r C.o. Q v .� r ,;r/f,f:' ., ; , _ / A MINIMUM 10SEFARATION 15 \p Kv "N PATIO $' '� Q � REG2U I RED SET EEN MATER SER\/I GE 12-7 SF o / �� �y 1 3 - / �� L I NE/LATERALS/MA I NS/SEFT/I�G/LEACH I NO �p,GK NEW NORWECO �', e\� /SFWE� AND THE EE )OE OF ALL I i \ 5�T 51NOULAIR BIO-KINETIC 4O' F oNT WASTEWATER STORMNATER DRA I NAOF LEACH I NO WALKWAY TREATMENT SYSTEM o MODEL TNT-500 '� 5TRUGTURES p - -- X� PROP. O� SUPP Y L NE �Sc' Z v� '1! NEW e w 2 ; LEADER NOTE: 0�A�C% PROPOSED 10' MIN. E.P.P L.P. '[r$ /n I I I LEADERS I o TEMPORARY NEW GONNGT ALL GOM I NCS -0- - - -- - --- \ _ �% CONCRETE as our 20"m ?�' /� FROM O UTTERS TO > `- - --- - ---i- -- � AREA T POLYLOK �' ♦ / NEAREST � DIST. BOX NEN 8i MIN. \ PROJECT: � Y ��Q• EXIST. /EL. 44.54' WATER �G� METER G R OYA LTO N R O W EL. 44.31' SI T� LAYOUT NOTES: 1 . THIS 15 AN ARCH I TEGT'5 517E FLAN 4 15 LOT 7 DESIGN A SU5,JEGT TO VER I F I GAT 1 ON BY A L I GENSED - - -- -- SURVEYOR. THE INFORMATION COX NECK ROAD REFRESENTED ON THIS S 1 TE PLAN 15 TO THE MATTITUCK, NY 11952 ARCH 1 TEGT'5 5ES7 OF <NONLEDO E. DRAWING TITLE: 2. SURVEY INFORMATION WAS 05TA I NED PROJECT DATA ; LOT COVERAGE FROM A SURVE`I' DATED NO\/. IT 2020 AND SITE PLAN SITE �'L � FREFARED 5Y: STORMWATER CALCULATIONS SCALE: 1'-0" = 15'-0" FE7ER A. OROE3EN PAGE: LAND SURVEYOR A"%W F.O. E30X -704 R I DOE, NY I I cl _10 TELF_i=HONF_: (65I) 84'fi-,4-750 DATE: 04/27/21 1 OF 2 v. r A O F N�v^� 111111' ' °, ; r � `:::t ::> 11 , ,, ,,, ....,,. 50 MIN. :> ��` I'll i ,, x , �,3, W , , ,H ;;•\ <: _ „ „ ,,, a . <. �m BUT SUFE \ �_ IGIENT TO KEEP " m' 1* , " p \,>, J \„ , SEDIMENT ON SITE .: %­' \ \, �, -�m �' > _ ::. "I I , ' Q :,a ' R t t R '.Yi.ji , ,t C f ,,fit ,,,9� 'gym+'' t ° a :'\: •2E .. //y�/ `t R .� I \. Li. @':. \ a'. } 5 k�la \' BA ES A ND OR SILT FENCING HAY L Y , >,:` 11 O , A a'A I . ' li J a -f �. m _,. ... �.,' F- „ :. .. Q '* ., R, u. >-" '' All \' Q' \.t., >`' , '�<,„ O , t. :° \ > , ". g� > 11 ' , `; Q� 4 �11 :< `\ 'n c , >- W �' \. t. W Z / 4 ` �. O r r Ul E �f ��`` °d c t ; > , : c w , 54 :�� s O 4' , r� s\: iP y &' m > '11 11, Ia , €< :, \.. �. . t11 O �a to lY °, „ �E.. ,, l:I < D V ', `x, tY ,.11 xr. , - a t u , O w ,: W 0 N� „,.: r: > '� , `.m ,, <,., �, x '• J 2W \ 00 vim.>, .. " , -", \\ .a ++ — �O\ : >: %'ll „, �" ' :': b7,: ZP c��: t , I .:�, :. ' 77a'' '> ® Ti >, °:', c ' � : \ J Q� r-I \, s a `\\.\� 1 O 5' .a' \. qqt r& c ,a< S Z \\ 33 \. s � . i ggyy 8 A �1 4 5 6. � '> $x4 =.py rl �: a „ t- Q Z r ., t ,• N , , .m � , < \ �., .'�� \ > '11 1 � .� >..,,, k , . 1� �`, "t. $^ : .. �. � Ln s ^w a 'A' i>e ,� I'l 1, .,€t" O s ie P• '�4`A ".. ` ,: > \ , x` > `..\ \ PAGTED I I FOUNDATION OF COM .,m, ' ' _ CONSTRUCTION ENTREANGE �:°-*, -,,. I J >`, �, oQ �/ED R.G.A. PRO "_ rl O 3/4 STONE BLEND OR N.Y. STATE P.O.T.. 4 � t • „ ,• ;:1,; CENE-RAL REWIREI-IENT5: 1.The installer must hold a current Liquid Haste LICardto pwsuant to I/A CATS INSTALLAT'ION STANDARDS- Y 4kl� �," LOT COVERA&E ELEVAT10�6 REFERENCE NAVV IC155 51TE LAYOUT NOTES: K_' I- THIS 15 AN ARCHITECT5 SITE PLAN 15 51,113-MOT TO VERIFICAT1ON BY A LICENSED Suffolk County Code, Chapter 565,Article%(I[ (Septic Industry Z --TqThe while conforming with ttiese Standard and consumer Affairs,Pursuant to Suffolk County Code §565 Bushasses)through the Suffolk Courtty Depixtment of Labor,Lkensirig 1. Install I/A ONTS tcrtks according to manufacturers recommenclotions SUFFOLK COUN'TY TAX LOT NO. ALL OF Tf-E FOLLOHINO LOTS HITHIN 150' SURVEYOR. THE INFORMATION All applicable recommendations OF PROPERTY UTIL17F FUBLIC HATER ON THIS SITE PLAN 15 TO THE -32 provided by the manufacturer shall be "Iernent0- ZONE AC t X4 Department of Labor,Licansing,and consurner Affairs maintains a list of OR SHALL UTIL17F FVBLIC HATER ONCE ARCHITECTS BEST OF KNOK-M&E. ox 0 licensed I/A ONT5 Maintenance Providers. Z 2.SURVEY INFORMA*nON "kS 05TAINM % LOT -,%� '4, -- 4 - 11. -egistered with the DeporbTtent In occ-o^donc-e, -t 2.The I/A oHTS tank shall tie installed at level in all directions(Ntth a DEVELOPM. 2. All I/A OHM must maximum tolerance in any dIr&-_tIon of +/one clucr Inch) On 0 minimum DE50RIPTION AREA -4- l2o COVERAOE 0�10�1W -ounty Sanitary C �-Inch thick bed of properly leveled cnd compacctencl SaInd(fred from FROM A SURVEY DATED NOVEMBM 15, with Article R of the Suffolk C Ode prior to the -115-1-1cT.54 (CAIRRENTLY VACANT) Deportment granting certification of comploted construction on 'as, built" rocks)or peo gravel. 2020 AND PREPARED BY: 1000 52;550.0 S.F. TOTAL LOT AREA plans. 1000-115-1-1CL55 (0)RRENTLY VACANT) A00 i 'AW 0 5. I/A OHM Ta*.s shall be provided with a Single outlet.A dIstrIbution .1� 1��T I � 4o�/ _',�, 1000-115-1-141--" (ClIRRENTLY VACANT) 4 1`11Z I A. i5ROBEN 2k-13.6 S.F. N.Y. STATE LAND SURVEYOR PRDP. HOUSE wl OARAOE 53% �en the may be required for all S. 5. An executed operation and Maintenance cor�act betwe box/rnonholo or distribution leaching structure -nanc d to the -oc s unless an alternative design 15 1000-115-1-1`13& (CVRRENTLY VACANT) LIC. "Oe�bq % Maint,, e Provider and Propertq owner =st be submitte systems with multiple le -hhg structure Deportment prior to approval of tFo I/A 0HT5 registration by tic approved by the Deportment- C74A LAND SURVEYINC? INC. 0-- A 'T PROP. PATIO5/PORCH 462.4 S.F. 1.4% A -C IL Deportment in o4cordone-0 P.O. BOX'704 with Article Iq of the Suffolk County -e0ter than 2.5 ............ Sortitary Code. 4.The top of the, I/A ONTS,tank shall not be located TOTAL AREA OF ALL 5TRLICTURES 5iuo.o S.F. ciq% RIDOE, NY [I-qbl feet or less Own one toot bolow final graclo-1. (6511) 94q-4150 4.All installed I/A OHT5 ore, required to have an initial 5 MAXIMUM COVERA&E ALLONED 20% -per Norranty '0, and operation/mointenortao servic.--contract.After the, Initial 5-rcr 5.At a minimum,all sampling manholes shall have 20-Inch covered -o operation and maintanory-o service contract has expired,prop" cWC.099 open" to grade located over the inlet and outlet.Covers 04j04_2016 -e anonce I)o either 20-Inch diameter watertight and IhSoct-PrOO? locking 93 oa-%� CC TN�N -, 'V owners a , expected to maIntoln on operation and maint shall I- NOTE: -7, contract in accordonce with Article, Icl of the Suffolk Countyl Sontory cast iron covers or thermoplastic covers at final grade-All covers Tr:5T HOLE VATA 1. FLOOD MAP DATA f W.OM F F.M.A.: C,odo. -111 of this 5tmdcrd shall l7o do YQUIs*49 YOUNC MAP 56IO30O4&IH -signad in occ4ordonce with Section 5 7 4W 400 OSTP-A 10YERHEA0.W 114101 Hhon sampling manholes ore, approved to be, kistolle _NPIR AV15M MAP DATE- SEPT. 25,20OCI N S. Hhen on I/A ONTS requir" a vent,the unit shall be vented to the d In a driveway 6513271_2�� FLOOD ZONE: X roof of the, residence bolng served.Vert p" shall extend a minimum or par"area,the manhole Shall be designed to be troFM becring to 7 of 6 Inches above the roof [he and the top of the vent shall hove o meet the roq�lroments of AASWO H-20 or HS-20 loading. minknurn horizontal Separation of 12 Inches to the sloped portion of the 2.SITE PROTECTION/SILT FEW�IN& TO BE AERIAL PHOTO roof. in coses where it is not practical to vent the system to the 1.The outlet Invert elevation shall be a minimum of 0.1 foot below the INSTALLED AS REQUIRED BY SOUTHOLD residence roof,a vent p" may be piped to the exterior of the Inlet invert elevation. 0.5* TOM. residence and terminate a minimum of 0 lrx;htes above grade and at SCALE: NTS least I toot from property Imes.These venl�pipes shall be located a a.Sernplhg manholes shall have an Inside cnameter of 2 feet or on 5.ANY SURFACE WATER-S OR PETLANDS mtnimun of 5 feet from any HIndoN or doorway end must ter.,Inoto with a Inside area of 2 foot boy 2 toot. SILTY SAtV Cat bot i filter cle-vfc�_-. All vent pipes must herve a minknurn diameter of 2 LOAW LOCATED HITHIN 500' OF THE PROPERTY inches. cf.There shall be a maximum retention depth below the outlet Invert ARE DEPICTED ON SITE PLAN. LU elevation of SIX hems. 6. Installation and use of the I/A 0HT5 must conform to the, Department's approved I/A ONTS guidance document prq�lcrod In 10.All soNer pipe penetrations In the, sampling manhole Shall be 5UI30IVISION INFORMATION: occorclanc,e with the Standards for "Approval and Management of watertight. 0 Innovative and Alternative OnsIte HosteHd�-_r Treatment 59sto-rns_- �SMDIVMION MAP ESTATES AT ROYALTON' W MX50TRICAL REWIR�5: LOT7 0 MINI""CC-516N REGUIRMAENTS: MAP NO. 12105 3: _j Control Panels FILED FEBRUARY 2015 0 , ; j 1. I/A owTS tanks Shall be constructed of precast czw-rete,fiberglass, 1.The control pawl box mist be placed outside on a suitable, pedestal polyethylene,polypropylone,thermoplastics,or other materials In near the structure that it serves. Alternatively,the panel box may be oc,cordortce with Department Standards and IONYCM Appendix mounted on on outside moll of the strvcture,(preferable a utility room, SAW 4 6RAYM The- use of steel tanks Is prohibited. and not a living spocce).Other locations for rnounthg the ponal box will Ive considared by the Department on a case-by-coso basis oncl Hlth I/A 2.Ptwm on I/A ONTS requires a Septic tan1c for pretreabront the septic, 0HT5 manufacturer approval. tank shall be sAfolk comN veper�of Heafth 5wv&-_-M/2qM P--P I 5-Y designed in accordance, with sections5-lal and 5-1011 of this 2.The norno of the I/A ONT5 04M Provider must be clearly Identified Standard. on the outside of the panel and ItrakAde o phone number to contact In CIO" Of alcV.11. RESIDENTIAL 5.Unless otherwise specified,the lecrhIngstructwo/systern"lot follows VACANT LAND on I/A ONTS shall be designed In cwxordcrwre with section S-ICI aid 5.Exterior ponel placement enobl&5 the System to be servic-ad at any My" 5-110 of this Standard. time-,eliminating the, need to access Vie Inside of the building. cot_�NO KATM Ew-,0UNTEFMD 4.At a minimum,all I/A ONTS treatment tanks shall have 20-frtch 4.The panel box mist be within view of the System location to help covered oaczss openings to grade located over the Inlet aid outlet. facilitate operation and maintenance. Covers shall be either 20-ky-h diameter wo2tertight and Irtsect-proof S.The control pone-I shall be placed at a comfortable helght for locking cast iron covers or thermoplast1r, covers at final grade.All access in accordance with Federal Emergency Management Agency covers and chlenneys/rIsers shall be designed in oc<.ordance with SeCtIon (PEMA) flood zone,requirements. 5-111 of this standard. 6.The pawl shall meet National Electrtcal Manufacturers Association 5.Hhon a I/A ONTS is q:,proved to tw-, Installed In a driveway or OEKA)4X Specifications. 0 ,a,the unit shall be designed ondlor Irtstolled to withstand parking ore 1-15-20 or H-20 loading as designated by �06WO. 1.All below grade Hiring must be run in electrical conduit.The conduit must have appropriate seals to prevent goses aid moisture from 6.ea-bage. grinders shall not be pomitted when on I/A ONTS Is utilized reaching the, control panel or junction boxes. 05 moons Of sewage disposal. 6\A 0 op 'T.Hater Softeners shall not discharge Into on I/A ONTS and the 6.Each system shall be equipped with a functioning warning system which 0;, �� e��- Department recommends water softener bockwash be connected to on will activate audible and visual alarms that can be readily seen CM heard by the, occvpont5 of the building served.The Department onsito drywoll acceptable to Tom or Villoge building Departments. recommends a telemetry device be Installed to provide Irnmedlate 5. I/A ONTS tanks shall be watertight and ou>nstructadl of sound and remote alarm notification to the 04M provider covered by the 04M durable materials that ore not subject to excesslye,corrosion or clecoy. cf.Systems which ore not designed to flow ty gravity ere rec�deol 40 EL. 465T to be, equipped with a control panel with moms of connecting a cf.All tanks must be watertight.Two mothods of ensuring tortks are, portable generator to operate the system during a power outage. watertight shall be other vacuum testing or water pressure,test" methods as follows: PUMPS.BLONERS,LEVIM-5ENWR5,AND CONTROLS: 0 10.Vacuum testing: Seal the empty tank cnl apply a voctAxn to four(4) 1.The electrical junction box serving the pump motor and floats m)st be Inci-ses(l0ortyrt)of mercury.The tank Is approved If 410%of vacuum is watertight and located outside the I/A ONTS to*chamber. Wd for two minutes. 2.Any blowers located outside of the I/A ONTS unit must be p1cr.ed on 11.Hater testing, Seal tank,fill tonk with Hater to outlet invert 0 pad "olk Co�Depatment of Haolth Ser�121241/1-7 1-age 145 elevation, let stand for 24 hours.Refill the tank to the outlet Invert (concreto-,plastic or fibergloss) and have a soundproof e4vlosom 2ND STORY after the 24-hour period is complete.Let the tank stand for an Cover. additional 10-hour period.The, tank is approved if Hater level is held OVERHANO for the 10-hour period.Hatar pressure testing is recommended to be 5.All pumps and float trees must be cwc-essible and servic4--able from done onsite. after Installation. access openings. X I/A 0HT5 TANK WNSTRULO-110N MATERIALREWIRIa-IDS!175- 4.The f foots shall be attod-ed to a Wodule, 40 PVC f loot tree that PROP. can be easily removed for service or ac!justment.The, floats shall not DECK 1.Reinforced concrete shall have,a m1nirnum compressive,strength of be attached to the, force main. z L5,000 pounds per square inch (psi) at 28-days set. 5.The Department shall observe the pump system operate thraxfi o Uj normal operating cj 2. Hall thickness shall be a mfnhwm of three Inches unless the design has been certified by a New York Licensed M assional "heer as b.Inspection for leakage of the force main fittings will be made dur" NEN SANITARY LINE 4 0 complying with all cq�roprlate requirements for thin wall c4onstruction.All the pump test procaduro. HOUSE CONNECTION walls,bottom ord top shall contain reinforcing to resIston appliod PROP- PROPOSED 2 STRY force of 500 pounds per square foot(psf). VRIVEKAY HD. FR. DVELLINO 4 &APACE 5.Pro-cost c4oncrete Sections shall be Sealed with one (1) Inch"1 (5 BEDROOMS) rubber joint Sealant which conforms to ASTH C-q410. F.F. EL. 4-1.1' 4. All Sower pipes shall penetrcrtz� the vertical sidewall of the tank and OAR. EL_ 455' NEN 50WICE Pl;zO -ans acceptoble to the KA5P CONTROL shall be, sealed with grout or other me CENTER Deportment such cis watertight Sealed flexible joint and Vie pipe gasket fostenecl to the pipe with stainless steel retractable clornp(s). 5.All joinths shall be Sealed so that the tank is watertight.See Section 0 �NBq 0 '4 5-114,5.10.Tanks that ore cost in place require prior approval h or, the C.O. VENT TO ROOF (NO HOUSE DA Department and must be cortifled by a LIc4!,,nsad Professional "Ineer. 0 j��Y_ TRAPS SHALL 5E INSTALLE /0 fi) "'t r At a minknum,the floor and walls, of a concrete to*must be A M. 10 1z PORCH EIDI I T) zJ 0 ,not olithically poured. r-:200 STORY PROP. UPSTREAM OF TREATMENT 6 A within _j N� 01 6.Hhenever prcr-tlwl,c4wreto I/A ONTS shall not be loc-ated A4 groundwater.For Installations that ore, pla:ed within groundHater,the < NEH NORYC60 bottom end side portions,up to I& W -hes cibove highest recorded/expe,cated groundwater elevation,of the, I/A OWS,unit shall SIN6ULAIR 510-KINE710 PqASTEKATER be mowllthlc�ally constructed. In coses where this is not procticdole,the Nof I/A ONTS unit shall be Hator-pro&od up tco 15 Inches above tha highest TREATMENT SYSTEM PROP. KALKKAY MODEL TNT-500 recorded/expacbe-cl groundwater elevation and look tested to ensure f 0 tightness prior to operation. 037405 A 0 -1. In coses when czmroto tanks ore Installed in groundwater,the design 01 professional shall submit buoyancq calculott2ns to prove, the weight of the tank(with or without anchoring or the addition of ballast) will be at TEST least 1.5 times more than the, weight of the water dlsplcw-ed.The 0 PROJECT: buoyancy calculations shall be, done using higire-st expected/recorclod HOLE groundwater elevation with the tank empty. Soil cover on top of the 21 1 L.P. tmount of tank(s) shall not be considered when determining the c To-, M IN.2 tAl ROYALTON ROW anchoring or ballast weight requirod. I E.P. PROP. KATER 1% V3 SUPPLY LINE - .e NEK 20no LOT 7 POLYLOK DIST- BOX LP_ 4 ,C)UNT`�( HEALTH DEFARTMENT AFPRO\\/AL SUFFOLK (f COX NECK ROAD EXIST. 0 110-, MATTITUCK, NY 11952 DRAWING TITLE: E NG I N E-_Py 9: C EPTJ-, ICA To ON E�r- L-I RE r.. 00 IA/OWTS Norweco r-k':'- 0r, R,A- Cr_ 0 - EL. 4454' SITE PLAN PROPOSED I/A OWrS C"! I PJ S-A LLAT,'r->N A Nr: CON f TRUCT. ION' 0 IA/OVVTS EL.4431' SUFFOLK C.FOUNTY DEPARTMENT OFHEALTH SERVICES M.r4,0,L A PF,,,7 o L, PERN11TFORAPPROVAL OF CONSTRUCTIONFORA PAGE: SURFACE 14ATERS NOTE- SINGLEFAWLY RESIDENCEO N1 LY THE PROIP05ED SEPTIC SYSTEM IS LOCATED THE FOLLOKNO Y A L T 0 N DISTANCES MOM THE M&E OF THE POND TO THE NORTHEAST OF TH15 PROPERTY: I/A OWM: 5477' M' MIN. SETBACK f;MOV S121MORk :100 NEARE5T LEACHINO POOL. 332' (100' MIN- SETBACK REG'P) DATE 4/17/2021 S. FZEF 0. R-21-0614 DATE: 04/12/21 \0 1OF2 APPROVE[) Cf;p _77--t- %-' UBEDROOMS FOR R41AXIN1UM OF 5 0 5 10 20 50 40 50 i Ri I I EXPIRES 'THREE YEARS FROM DATE OF APPROVAL SITE PLAN GF14141C SCIALE SCALE: 1" 15'-0" fAT1VE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(VA 01,M) 1 EACANS FOOLS(2) 1. VA OWT r SHALL HAVE A MINIMJM TREATMENT'GAP/1G1 fY OF 550 61'D(5 BEbROOMS). I. mimmm LEAcme SYSTEM FOR A 5 seAwom Hotee 15 400 W SIDB4,LL LrAawms Amok PROPOSED NORIE>✓o'SINOtLANt BIO-KINETIC HSTEWATER TWATM@1f SYSTEM NSB' !2)a'o x V 0TWTNE vEl-I LEACHINS POOLS PROVIDE 40o FTS LPACMNS AREA TNT-500"PROVIDES 600 GPD TREATN�CAPACITY. N ao x a•EPfIGTNE DEPTNI LEAt.MNS Pool PROPoSm FOR sons EXPANl510N 2. INSTALL ALL COMPONENTS AS PBL MANJ.SPCG'3. 3. A kY MINI DISTANCE Bi:TYIH'1 THE 1/A OWi3 AMI BULDINIS WITH SHALL S. LF/�C.FNN6 POOLS TO BE CONSTRUCT®OF PRECAST REINJFORC.ID CONCRETE!OR EGlIAU BE IMNNTAINED,OR 5'MK DISTANCE IF BUIt.DIN6 5 UPOt A SLAB. :3. ALL�•'`SHALL Be OF PR7=CAST RH►d-ORC.B7 GONGRE'TE!OR EQU,W. 4. A 5'MIN.DISTANCE W04WN THE VA OWTr AND DIST.BOX SHALL BE MAIRTANEV- 4. A I&HK DISTANCE 6EiY®l LEAGFNNS POOLS ANP WATER LRS SHALL BE MAINTAt18�. S. AN V MIN.DISTANCE BETNIEEN ALL LEAGMNS POOLS AND SEPTIC TANK SNW1 BE MAINTAH3;0. PROP.15)BEDROOM T71r�i lI INS PRO�ADE NE34 NORMEGO SMISULAlR SECONDARY SAFETY 810-KINETI0 KASTEHATER FELL-47J' COVERT BENEATH EACH TREATe-EW SYSTEM PRIMAFZY COVER(TYPJ f- 7 TNT-500 POLYLOK 20•D-SOX w/SECURITY CRATE(BAFFLE MOD IF INLET N GO -• AVG.GRADE EL=45.1' PITCH EXCEEDS 'PER F00T) 5%MAXIMM SLOPE cn. MN.,V DIA. 1'MN. 1'MIN. 4• SDR 55 PVG 25'MAX MIN 4'DIA 2•MAX 4� EQUIV. SvR m FVG OR Sm 5 DIA. ' EQUIVALENT irf ` PVG O2 _ MIN.PITCH '. r 6C2111�/ALEKT ' e _ "N.MC44 ':I' ----------FLOWLIPE MIN.PITCH�':I' SV o (PROVIDE END GAP TYPE!LEVEL.Ime HEM BASEMBdf o MOCE5iTA d1TLET') LEA 01,19 POOL PR01/IDE I2•TMC.El Q MN)SED OF ~ 5,144V OR PEA GRAVEL BENEATH W DISTRIBUnON BOX F- Lu U , REPLACE EXIST.501L /. MI/5'GLEAN SAND DOLLAR 5URROMVINS LP WHERE EXIST.5AM7 U J t GRAVEL(SFSW Q LAYER NOT PRESENT o Q PROPOSED I/A ONTS DETAIL / 5GALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG — SUITABLE COVER END PLUG \v 241 .._�_ w V (� W Q SEWER. PIPE \Q 45' ELBOINS 30' ELBOW .I 45' ELPOW �._ 60' VNE ALTERNATE A" ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC I IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 120 VOLT - 10 - 60 Hz-20 AMP SERVICE MAINE L E G TR I G A L NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. GLEAN-OUT (G.O.) DETAIL PANEL AT DWELL-I NO 0% 8% 0% SCALE: NTS MAIN BREAKER ¢ w ® ® ® ® p W d t102' o j ® ® PRO'Wtos SERVICE PRO« j ON ON ON O O 8 P R. ! 127N IC 11 :42 PM 15 15 20 { OFF OFF OFF II a is 2u ERVIfEPROWWOOM OFF Q'OFF O�OFFWALK.ORp-U.SA TOR RED A �� �I M Hu " y _ O O =fir i O RESET ALARM 1 CONTROL IAERATOR I PUMP �� DO ATF �3740� y04 I � � I11 ® ® ® oFNE� � II � � t � ¢ � tttllt DEDICATED20 AMP `PONER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 _ PROJECT: EAKERS---' RELAY AUX AC/DC AUX 411fftOL BREAI�RS wERATOR AIA�.S COMA RCLAY AU% t 2A 3 S I NC LE—PHASE POWER FLOATS RICOMING F11A7P AERATOR ON/OFF ALARM OVERRIDE G I RGU I T BREAKER L/ N G Pt N G At N G 1 2 3 4 5 6 R OYALTO N R O W N x u tt x tt tt x x u x x x X It INCOw.G P1AP AERATOR oNroEF AINOA ovERraDE ® ® ll N G Pl N G Ai N G 7 2 3 t 5 8 LOT 7 ® POWER ® FLOATS SERVICE PRO*W Ci 47�0p BY NORWECO,INC.NORWALY,OHIO U.S.A. COX NECK ROAD SUFFOLK COUNTY +��ALTt� DEPARTMENT APPROVAL ® � ¢ I MATTITUCK, NY 11952 I ELEGTR I GAL SERV I GE TO WASP SERIES CONTROLS DRAWING TITLE: NORWEGO 5ERVIGE PRO PROPOSED I/A OWTS DETAIL . WASP CONTROL CENTER WIRING DIAGRAMS L N __ M = M = CONTROL CENTER 4 WIRING DIAGRAM NOTE MANUFACTURER'S INSTALLATION IN5TR ICTIONS SHALL BE CONSULTED 115 VAC HIGH HEAD SINGULAIR 0 ON I OFF HIGH WATER ALARM TIMER OVERRIDE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORIAJEGO SERVICE PRO WASP CONTROL CENTER. SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MANUFACTUREP, INSTALLER SHALL CONSULT M05T UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER * ENSURE INSTALLATION 15 IN GENERAL NOTEs: ---- COMPLIANCE w/ALL MANUFACTURER 5PECIFICATION5, NATIONAL SP-200 PART NUMBER: �EGTRIGAL CODE, AND APPLICABLE LOCAL CODES. C A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED u.s. fIbr� �{ UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. AND -- - --- --_ - FOREIGN - -- PATENTS `"^ - (2 INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. PENDING SERVICE PRO IMM WASP SERIES WIRING DIAGRAM IT THE LOCAL,LICENSED NORwECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE o NTS DATE: 04/12/21 2 O F 2 MMxv Pcs ms NORWEGO SERV I GE PRO PgASP CONTROL GFENTER I$ W I R I NO D I AORAM 5GALE: NT5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E)O"NG STRUCTURES ARE FOR A SPEpnC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(5)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CDNSDFPFD TO BE A VALID TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR'WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 1HE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF TIE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNCRS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2303 fax. 631.727.0144 I ? admin®youngenglneering.com Tw 0" Howard w. Young, Land 5urve or Thomas G. Wolpert, Professlonal Engineer J Douglas E. Adams Professional Engineer M1.. xa-hon Robert G. Tost Architect Robert 5tromski, Architect 51 TE DATA �,II;i�Nm T AREA = 32,380 50. FT. SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE / OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 A5 FILE / NO. 12105. �Q 1 7Q \ � Lot 5 � \ 90 11�Qn Subdivision - 17 CO hF�ro 'I�state, of Royalto1 p�oGy ` c�,4r ,�,s –. � ` 0 12511 1.115001 wss o 'v 552 35 wss i t o � ( Lot 7 5ubdivision - Cl ry % "Estates of Royalton" 5URVEYOR'S CERTIFICATION P. 01 o MATER *WE HEREBY CERTIFY TOMARRATIME CAPITAL, LLC THATTHIS I �.. MAINV �4q o `�8 i0 'Y r SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR N `� '�' LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 10 o ♦ . cF 0� � 0�0a HOWARD W. YOUNG, N. . L.S. N . 45843 \`e.�,. / W. s 0 `�,s, AZT 0 43, 5URVEY FOR y9� o MARRAT I ME CAPITAL, LLC LOT 7 "ESTATES AT ROYALTON" E at Mattituck, Town of Southold n , Suffolk County, New York I ` N \N FOUNDATION LOCATION 5URNI - — f County Tax Map District 1000 Section 113 Block 07 Lot ICI.56 0 0 a MAP PREPARED DEC. 21, 2021 Record of Revisions REVISION F l`n F �fl �°"�"� DATE l` I p� LEGEND ...�.- CE =CELLAR ENTRANCE 01 CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET } WSF =WOOD STAKE FOUND 40 O 20 40 80 120 CD WSS = WOOD STAKE SET O • = END OF DIRECTION/DISTANCE 5ca I e T 1" = 40' o JOS NO. 2021-005q DWG. 2003_0313_0007_2018_0181_foundation_loc I OF I (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YOR(STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FORA SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 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 LENT+TNG INSTITUTION USTED HEREON,AND TO THE ASSIGNFE:OF THF LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)8 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.727.2303 fox. 631.727.0144 �U odmin@youngengineering.com Howard N. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer wx„ Robert 0. Tost, Archltect Robert 5tromski, Architect SITE DATA o,lom� / AREA = 32,380 5Q. FT. SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE / OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE / / \ NO. 12105. 47 Qh' / 90 )1�0Sub�ivisRo alton" 1 ,I`3states of � Ck 1 Ro�D ,�s �o — wss o%To�s ` o 8113 1-15.00 ` w55 1 EL-ELEGAME�R r'A5 Pp,NEL Lot 7 BSG 1 Subdivision - RGA DRIVEWAY 61 u u �k Estates of Royalton ry Ile 0' ; 9� e 4g � 5URVEYOR'S GERTI F I C 4TI ON o Hi INR MAIN �/_'h��q8 SSS, J Q� M r *WE HEREBY CERTIFY TO MAR RATI M E CAPITAL, LLC THAT THIS / ¢�- 60- �P k SURVEY WAS PREPARED IN AC'C'ORDANCE WITH THE CODE OF PRACTICE FOR N // �� OQry �° ss6 '�' 2� (y LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. O O 3g, /yam (9 A�0 •O, S= ry V e� 110, N M 4T 0?0 34, JAZ 2 ( 01 8 cF �ry3 Q w0 d-ryy AA-A— !/(� s, -,z ry •s, HOWARD W. YOUNG, N.Y.5. L.5. NO. 458130 3� \ O LAID 0 SURVEY FOR \ p O V �; ��• MARRAT I ME CAPITAL, LLC \ LOT -7 "ESTATES AT RO"rALTON11 \ at Mattituck, Town of Southold Suffolk County, New York M \ I � N '- - - F I NAIL SURVEY County Tax Map District 1000 Section 113 Block 07 Lot IQ.36 0 0 a MAP PREPARED DEC. 21, 2021 Record of Revisions REV 1510N DATE MAP PREPARED AUG. O8. 2022 LEGEND SAWN I TARRY MEASUREMENT5 N BBA =BELGIAN BLOCK APRON A B g BBC = BELGIAN BLOCK CURB CE =CELLAR ENTRANCE 5T 50.5' IS' CMF =CONCRETE MONUMENT FOUND DB 53' 25.5' 40 0 20 40 80 120 CMS =CONCRETE MONUMENT SET WSF =WOOD STAKE FOUND LPI 55' 21' I - I gWSS =WOOD STAKE SET LP2 43' 30' Scale: I 40 a • =END OF DIRECTION/DISTANCE JOB NO. 2021-0081 D10616. 2003_0313_0007_2018_0181_fs I OF I f Win(;f w quOIS 2oyg4,1 pdw Vjf r/Tz, GENERAL REQUIREMENTS: • LOT COVERAGE SITE LAYOUT NOTES: I 7,A - ELEVATIONS REFERENCE NAVD Ic0a W, m;, -r7l�xzpo A ;,moo I. The installer must hold a current Liquid Haste License, pursuant to I/A OHTS INSTALLATION STANDARDS! 1. TH15 15 AN ARCHITECTS SITE PLAN 4 IS it 1 11 11, 1, i,T Suffolk County Code Chapter 563, Article VII (Septic. Industry SUBJECT TO VERIFICATION BY A LICENSED lot SUFFOLK COUNTY TAX LOT NO. Businesses) through the, Suffolk County Department of Labor,Licensing I. Install I/A OHTS tanks according to manufacturer's recommendations - ALL OF THE FOLLOV41NO LOTS NITHIN 150' SURVE"rOR. THE INFORMATION N� :&I it and Consumer Affairs,pursuant to Suffolk County Code §565-111T)nc while conforming with these standard. All applicable recommendations OF PROPERTY UTILIZE FUE3LIC NATER REPRESENTED ON THIS SITE PLAN 15 TO t-t= I r- %J- i� I, Deportment of Labor, Licensing, and Consumer Affairs maintains a list of provided by the. manufacturer shall be, Implemented. AC k1 .1""I": :` "1 7" ZONE OR SHALL UTILIZE PUBLIC WATER ONCE ARCHITECT'S BEST OF KNOWLEDGE. licensed I/A OHT5 Maintenance, Providers. �N 7 % LOT -4T 2. All I/A OHT5 must be registered with the Deportment In or :2. The I/A OHTS tank shall be installed at level In all directions (with a DEVELOPED. maximum tolerance in any direction of +/one quarter inch) on a minimum DESCRIPTION AREA 2. SURVEY INFORMATION HAS OBTAINED COVERAGE FROM A SURVEY DATED NOVEMBER la, -inch thick bed of properly leveled and compacted sand (free from �</Xd with Article Iq of the Suffolk County Sonitcry Code prior to the 3 S 64 Department granting certification of completed construction on (CURRENTLY VACANT) 2020 AND PREPARED BY: plans. 5. I/A OHT5 Tanks shall be provided with a single outlet. A distribution "05 built" rocks) or pea gravel. TOTAL LOT AREA 52'550.0 S.F. 1000-115--7-ICI-55 (CURRENTLY VACANT) -115-7-1c`137 (CURRENTLY VACANT) PETER A. OROBEN 1000 5. An executed Operation and Maintenance Contract between the boxlmonhole or distribution leaching structure may be required for oil AS-BUILT HOUSE W GARAGE :2,bcf5b S.F. &5510 N.Y. STATE LAND SURVEYOR Maintenance Provider and Property owner must be submitted to the systems with multiple leaching structures unless on alternative design is 1000-113--7-ICI.58 (CURRENTLY VACANT) LIC. #050869V, Deportment prior to approval of the I/A ONTS registration by the approved by the Deportment. AS-BUILT STONE PATIOS/PORCH 462.4 S.F. 1.4% &$A LAND SURVEYING INC. SUBJECT PROPERTY P.O. BOX '704 Deportment in or-cordonce with Article Iq of the, Suffolk County . ....... 4 5anitory Code. 4. The top of the I/A OHT5 tank shall not be, located greater than 2.5 TOTAL I AL AREA OF ALL STRUCTURES 5156.0 S.F. 1% RIDGE, NY 11961feet or less than one foot below final grade. ---------- - - (631) &4cf-4-750 I VA OATS ore, required to nave on initial 3- earo4orronty 4. All installed MAXIMUM COVERAGE ALLOWED 2095 and operation/maintenance service contrcr-t. After the, Initial 3-year 5. At a minimum, all sampling manholes shall have 20-Inch covered �. , ^�""�, ` F � .�. ^!'' "- ,""" �w `I. It operation and maintenance service contract has expired,propertyor-cess openings to grade located over the inlet and outlet. Covers 04.04�2016 eo owners are expected to maintain on operation and maintenance shall be, either .20-inch diameter watertight and insect proof locking NOTE: contract in accordance, with Article Iq of the Suffolk County Sanitary cost Iron covers or thermoplastic covers at final rade. All covers TEST HOLE DATA 1. FLOOD MAP DATA FROM F.E.M.A.: Code-. shall be designed in accordance with section 5-111 of this standard. YOUNQ 4 YOUNG MAP #: 56103C0451H 5. When on I/A OHTS requires a vent, the, unit shall be vented to the, 400 CSTRANDER AVENUE AS-BUILT DISTANCES TO SEPTIC SYSTEM COMPONENTS MAP DATE: SEPT. :25, 200al 6. Nhen sampling manholes ore approved to be installed In a driveway RIVERHEAD,NY llqOl 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 (MEASURED FROM BUILDING) FLOOD ZONE: X of 6 Inches above the roof line and the top of the, vent shall have a meet the requirements of AASHITO H-.20 or 1-15-:20 loading. --- -------- minimum horizontal separation of 12 inches to the sloped portion of the 2. SITE PROTECTION/SILT FENOINO TO 13E roof. In cases where it Is not practical to vent the system to the SYSTEM COMPONENT CORNER "All CORNER "B" AERIAL PHOTO -1. The outlet invert elevation shall be a minimum of 0.1 foot below the INSTALLED AS REQUIRED BY SOUTHOLD residence roof,a vent pipe may be piped to the exterior of the inlet invert elevation. --------- TOWN. residence and terminate a minimum of 15 inches above grade, and at 5T NORNECO TREATMENT 50.6 ii SCALE: NTS sated a 5. Sampling manholes shall have on Inside diameter of 2 feet or on > SYSTEM 19).0 11 least ( foot from property lines. There vent pipes shall be located ( ____ 3. ANY SURFACE HATERS OR WETLANDS minimum of 5 feet from any window or doorway and must terminate with a inside area of 2 foot by 2 foot. SILTY SAND 1 1, LOAW > 1�5 DISTRIBUTION BOX 55.0 LOCATED WITHIN 300' OF THE PROPERTY carbon filter device. All vent pipes must have, a minimum diameter of 2 25.6 inches. cl. There shall be a maximum retention depth below the outlet Invert ARE DEPICTED ON SITE PLAN. LIJ elevation of six Inches. _ ,______,_ -__ (5. Installation and use of the I/A ONTS must conform to the LPI LEACHINO POOL 55.0 watertight. SUBDIVISION INFORMATION: Deportment's approved I/A OHT5 guidance document prepared in 10. All sower pipe penetrations in the sampling manhole shall be _ �� accordance with the standards for "Approval and Monagement of LP2 LEACHINO POOL 43.0 50.0 0 Innovative and Alternative Onsite Nastewater Treatment Systems." 'SUBDIVISION MAP ESTATES AT ROYALTON' LLJ ELECTRICAL REOUIREMENTS.. LOT 7 11-- 0 MINIMUM DESIGN REQUIREMENTS: MAP NO. 12105 EE -J Control Panels FILED FEBRUARY 22, 2018 0 _J I. I/A ONT5 tanks shall be constructed of precast concrete, fiberglass, I. The control panel box must be, placed outside on a suitable pedestal = polyethgenepolyprop9lenc, thermoplastics,or other materials in near the, structure that it serves. Alternatively,the panel box may be < accordance with Department standards and IONYORR, Appendix 75-A. mounted on an outside Hall of the structure (preferable a utility room, SAND a GRAVEL The use of steel tanks is prohibited. and not a living space-). Other locations for mounting the panel box will be considered by the Deportment on a case-by-case basis and with I/A OWT5 T m anufacturor approval. 2. When on I/A ONTS requires o septic tank for pretreatment the, septic 0 tank shall be Suffolk County Department of Health Services 12/241/1-1 Page 15-1 designed In accordance with sections 5-107 and 5-109 of this 2. The name of the I/A ONTS 04M Provider must be clearly identified i/ standard. on the, outside of the pone] and Include a phone number to contact In ease of alarm. RESIDENTIAL 5. Unless otherwise specified, the, leaching structure/system that follows VACANT LAND on I/A ONT5 shall be designed In accordance with section 5-107 and 5. Exterior panel placement enables the system to be serviced at any 5-110 of this standard. time, eliminating the need to access the Inside of the building, 00t-�r+ENTs, NO WATER EW,0UN7ER.W 4. The panel box must be within viewof the system location to help 4. At a minimum, all I/A OHT5 treatment tanks shall have 20-Inch facilitate operation and maintenance. covered access openings to grade locotccl over the inlet and outlet. Covers shall be either 20-Inch diameter P4otcrtlght and Insect-proof 5. The control panel shall be placed at a comfortable height for locking cost Iron covers or thermoplastic covers at final grade. All access in accordance with Federal Emergency Management Agency covers and chimneys/risers shall be designed In accordance with section (FEMA) flood zone requirements. 5-111 of this standard. 6. The panel shall meet Notional Electrical Manufacturers Association 5. When a I/A OHT5 is approved to be installed in a driveway or (NEMA) 4X speclflcotlon,. parking area, the unit shall be designed and/or installed to withstand HS-20 or H-20 loading as designated by AASHTO. 7. All below grade wiring must be run in electrical conduit. The conduit must have appropriate seals to prevent gases and moisture from 6. 6orlooge grinders shall not be permitted when an I/A ONTS is utilized reaching the control panel or junction boxes. as means of sewage disposal. e,. Each system shall be equipped with a functioning warning system which 7. Wate ' ���( • ®O \/�r softeners shall not discharge Into on I/A CHTS and the will activate audible and visual alarms that can be readily seen and Deportment recommends water softener backwash be connected to an onsite cIrgHell acceptable to Town or Village building Departments. heard by the occupants of the building served. The Deportment recommends a telemetry device be, installed to provide Immediate 5. I/A ONTS tanks shall be watertight and constructed of sound and remote alarm notification to the O$M provider covered by the OW e durable materials that are not subject to excessive corrosion or agreement. decoy. cf. Systems which ore not designed to flow by gravity are recommended EL. 46.5-7' 11. All tanks must be watertight. Two methods of ensuring tanks are to be equipped with a control panel with means of connecting a portable generator to operate the system during a power outage. watertight shall be, either vacuum testing or water pressure testing methods as follows: PUMPS,5LOHERS, LEVEL SENSORS, AND CONTROLS: 0 10. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) I. The electrical junction box serving the pump motor'ond floats must be 0 inches(100mrn) of mercury. The tank is approved if 90% of vacuum is watertight and located outside. the. I/A OHT5 tank chamber. held for two minutes. <,,EL. 45.1-V pl­­a on 2. Any blowers located outside of the VA ON75 unit must ♦ / 11. Hater testing: Seal tank;fill tank with water to outlet Invert la-, 0 pad svfFoik county Department of Health Services 1:24211/11 Page 143 elevation, lot stand for 24 hours. Ro,fill th,!,, tank to the outlet Invert (concrete,plastic or fiberglass) and have a soundproof enclosure 2ND STORY after the 24-hour period is complete. Let the tank stand for on cover. OVERHANG additional 10-hour period. The tank is app-owed If water level is held for the 10-hour period. Hater pressure testing Is recommended to be 5. All pumps and float trees must be accessible and serviceable from ® ♦ �'` \ dome onsite after Installation. access openings. AS-BUILT VA OHTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree that can be cosily removed for service or adjustment. The floats shall not STONE I. Reinforced concrete shall have a minimum compressive, strength of be, attached to the force main. PATIO 5,000 pounds per square Inch (Pei) at 28-days set. 5. The Department shall observe the pump system operate through a Z W normal operating cycle. E :2. Hall thickness shall be a minimum of three inches unless the design 2 has been certified 6.Inspection for leakage of the force main fittings will be mode during 0 by a New York Licensed Professional Engineer or 0 complying with all appropriate, requirements for thin wall construction. All the, pump test procedure. walls, bottom and top shall contain reinforcing to resist an applied ♦ AS-BUILT A5-BUILT 2 STRY force of 500 pounds per square foot (Pef). l DRIVEWAY WD. FR. DWELLING 4 GARAGE 5. Pre-cast concrete sections shall be scaled with one, (1) inch butyl (5 BEDROOMS) rubber joint sealant which conforms to ASTM C-9110. ♦ F.F. EL. = 4-1.1' 4. All sower pipes shall penetrate the ve^ticol sidewoll of the tank andOAR. EL. = 453' lj / -_ -- - - -- shall be scaled with grout or other means acceptable to the Department such as watertight scaled flexible joint and the pipe 1 SERVICE PRO WASP gasket fastened to the pipe with stainless steel retractable clamp(s). CONTROL CENTER 5. All joints shall be, sealed so that the tank is watertight. See section 0 5-114, B.10. Tanks that ore, cost in place rcquIre, prior opprovo from the CORNER A CORNER B 0 4 VENT TO 40'A, Deportment and must be certified by a Licensed Professional Engineer. 0 ♦ ROOF (NO HOUSE 4- /,/--TRAPS SHALL BE INSTALLED 14 7' .011, At a minimum,the floor and walls of a con,,_retc tank must be 0) 0 1 T P UPSTREAM OF TREATMENT UNIT) 0`1_ STONE AS-BUILT u A monolithically poured. STORY ;p LOVERHANO b. Whenever practical, concrete I/A OHTS shall not be located within PORCH C.O. 0 0114 --r, the < SANITARY LINE 4 p-4v groundwater. For installations that are placed within groundwot 4Z N 0 bottom and side, portions,up to 15 inches above highest > HOUSE CONNECTION / '� tt' ,,l:s. recorded/expected groundwater elevation, of the VA ONTS unit shall `5 be monolithically constructed. In cases Pqhcrc this is not practicable, the0 NORV4ECO SINSULAIR \Y I/A OHT5 unit shall be water- roofed up to I& inches above the highest < 510-KINETIC (P AS-BUILT WALKWAY A recorded /expected groundwater elevation and look tested to ensure 5T 0 WASTEWATER tightness prior to operation. TREATMENT SYSTEM 3 7. In cases when concrete tanks are installed In groundwater, t-ie design ♦ MODEL TNT-500 op professional shall submit buoyancy calculations to prove the weight of 20"(P / < the tank(with or without anchoring or the addition of ballast) &-4 11 be at POLYLOK least 1.5 times more than the weight of the water displaced. The ♦ DIST. BOX PROJECT: buoyancy calculations shall be clone using highest expected/recorded groundwater elevation with the tank empty. Soil cover on top cf the TEST ROYALTON ROW tanks) shall not be considered when determining the amount of P /�V 1 anchoring or ballast weight required. ♦ AS-BUILT HOLE WATER SUPPLY IV LINE LOT 7 (> SUFFOLK C,,OUNT'*T0' HEALTH DEFARTMENT AFFROVAL ;% '�� `` / �i� ) COX NECK ROAD H.5. REFEREN r-.,E NO.: R-21-0614 EXIST. 0 MATTITUCK, NY 11952 WATER METER / DRAWING TITLE: O `j Q EL. 44.54' SITEPLAN Ile _ ._ _ ��/ ♦ /® /`_ A/, AS-BUILT I/A OWTS SUF-_OLK COLJ'q7Y DEFMMCENT OF HULTH-_ERVICES APPRkJl*,.�� IOVAl-OF r NS RMTED WORKS FOR 0 7 A S:;*41G'LE 17PA,111-YRESID-ETIEL. 44.51' CE /0 Onte SEP 2022 H.8,.Ref.No. 0 PAGE: w_�(pr s,,lpply at tNs Ioc**an love been SURFACE WATERS NOTE: ,ffiQ wm-,W.evvcisno and OCT 9092 < InAp R 0 A L T 0 N pected al%d!r,,wff­5c:,,4 by Viis DapirUnent or on nr ar1_nd-1_S mid fox nd to THE PROPOSED SEPTIC SYSTEM 15 LOCATED THE FOLLOWING be sate FOR AFAAWAUM OF BEDROWS. DISTANCES FROM THE EDGE OF THE POND TO THE 15 NORTHEAST OF THIS PROPERTY: S I-P JIM un 9 I/A OHIT5: 347 (75' MIN. SETBACK REG'D) NEAREST LEACHINO POOL: 532' (100' MIN. SETBACK REO'D) N\ ot DATE: 05/16/22 1OF2 ( 4 0 Q ,�0 0 5 10 20 50 40 50 51 TE PLAN 6RAPHIC SCALE: 1" = 15'-0" (00 Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 7 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,548 ft2 Glazing Area 19% 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: 19.1%Better Than Code Maximum UA: 640 Your UA: 518 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity 4;ont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,260 49.0 0.0 0.026 59 Ceiling 1: Cathedral Ceiling 282 0.0 49.0 0.020 6 NORTH Wall:Wood Frame, 16" o.c. 1,241 13.0 14.0 0.037 36 Door: Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.40 Window:Vinyl Frame 219 0.300 66 SHGC: 0.40 WEST Wall:Wood Frame, 16"o.c. 730 13.0 14.0 0.037 20 Door 1: Solid Door(under 50%glazing) 144 0.300 43 Window 1:Vinyl Frame 46 0.300 14 SHGC: 0.40 SOUTH Wall: Wood Frame, 16"o.c. 1,004 13.0 14.0 0.037 24 Door 2: Glass Door(over 50%glazing) 162 0.300 49 SHGC: 0.40 Window 2:Vinyl Frame 184 0.300 55 SHGC: 0.40 EAST Wall: Wood Frame, 16" D.C. 909 13.0 14.0 0.037 31 Window 3:Vinyl Frame 70 0.300 21 SHGC: 0.40 Project Title: Royalton Row Lot 7 Report date: 04/22/21 Data filename: Page 1 of 2 Gross Area Cavity Cont. Floor:All-Wood Joist/Truss 2,483 30.0 0.0 0.033 82 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 buildinc s b n designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r uireme is listed in the REScheck Inspection Checklist. rfi,�v, -13y1a i Name-Title J Signatu Date Project Title: Royalton Row Lot 7 Report date: 04/22/21 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Door . Window 0.30 0.40 Door 0.30 0.40 Heating & Cooling Equipment. Efficiency Heating System: Cooling System: Water Heater• Name: Date: Comments Royalton Row, Lot 7, Design A HVAC Load Calculations for Marrcon LLC IV ""VACRiEmiml lIAL, HVA(:: LOAD s Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Sunday,April 25, 2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light.Commercial HVAC Loads Elite Software Development,Inc., Aberdeen Building Consulting Royalton ROW,Lot 7,Design A Ba..Shore,NY 11706 Page 2. Pro"ect Report General Project Information, Project Title: Royalton Row, Lot 7, Design A Designed By: Matthew Wynne Project Date: 4/25/21 Client Name: Marrcon LLC Client Phone: 646-343-7400 Client E-Mail Address: marrconllc@gmail.com Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen BuildingConsulting.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 809/6 n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check Figures,-,- " , Total Building Supply CFM: 1,584 CFM Per Square ft.: 0.420 Square ft. of Room Area: 3,767 Square ft. Per Ton: 947 Volume (ft3) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 ,Buildin Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 35,781 Btuh 91 % Total Latent Gain: 3,499 Btuh 9 % Total Cooling Required Including Ventilation Air: 39,280 Btuh 3.27 Tons (Based On Sensible+ Latent) 3.98 Tons (Based On 75%Sensible Capacity) :Notes,..- Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:23 AM Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc:, Aberdeen Building Consulting Royalton Row,,Lot 7,Design A Bay Shore NY 11706 Page 3 Load Preview Report Has Net Rec ft.2 Sen Lat Net Sen Min MinSys Sys Sys HtgScope AED Ton Ton /Ton Area Gain Gain Gain Loss FM FMClg F Clg Act CFM CFM CFM CFM CFM Building 3.27 3.98 947 3,767 35,781 3,499 39,280 62,534 798 1,584 798 1,584 1,584 System 1 1 st Yes 1.57 1.89 1,034 1,953 16,997 1,817 18,814 31,446 406 774 406 774 774 Supply Duct Latent 766 766 Return Duct 0 185 185 296 Zone 1 1,953 16,997 866 17,863 31,150 406 774 406 774 774 1-1 st FI Dining Room 132 3,400 91 3,491 3,727 49 155 49 155 155 2-1st FI Kitchen 300 1,804 114 1,918 3,498 46 82 46 82 82 3-1st FI Pantry 37 323 43 366 990 13 15 13 15 15 4-1st FI Parlor 142 918 59 977 2,176 28 42 28 42 42 5-1 st FI Great Room 444 2,701 64 2,765 4,599 60 123 60 123 123 6-1 st FI Bedroom#1 /Closet 359 3,045 163 3,208 5,703 74 139 74 139 139 7-1 st FI Master Bath 99 1,287 123 1,410 3,119 41 59 41 59 59 8-1 st FI Powder Room/Mudroom/Hall 179 2,256 135 2,391 4,330 56 103 56 103 103 9-1st FI Foyer Area 261 1,264 74 1,338 3,009 39 58 39 58 58 System 2 2nd Yes 1.71 2.09 869 1,813 18,784 1,682 20,466 31,088 392 809 392 809 809 Supply Duct Latent 707 707 Return Duct 1,025 171 1,196 940 Zone 1 1,813 17,759 804 18,563 30,148 392 809 392 809 809 10-2nd FI Bedroom#2 306 4,051 133 4,184 5,722 74 185 74 185 185 11-2nd FI Bathroom#2 127 1,454 94 1,548 2,977 39 66 39 66 66 12-2nd FI Bedroom#3/Closets 306 3,362 88 3,450 3,895 51 153 51 153 153 13-2nd FI Bedroom#4 273 2,628 191 2,819 6,164 80 120 80 120 120 14-2nd FI Living Room 192 2,329 133 2,462 4,395 57 106 57 106 106 15-2nd FI Front Hall 68 885 42 927 1,770 23 40 23 40 40 16-2nd FlOpen-to-below/Hall 354 739 15 754 1,190 15 34 15 34 34 17-2nd FI Bath#3/Laundry/Hall 187 2,313 108 2;421 4,036 53 105 53 105 105 Sunday, April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A 'Bay Shore,NY 11706 Page 4 S stem 1 - 1st - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000-- 20,000-- 26.3% 5,00020,00026.3% Diff.from Av_g. : 15,000 m C 10,000 5,000-- 0 ,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 HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 26.3%. AED Excursion (amount by which peak exceeds 1.3 x average):0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. _ Sunday, April 25, 2021, 923 AM Rhvac. Residential&,Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting. Royalton Row,Lot 7,Design A bay Shore,NY 11706 Page 5 System 2 - 2nd- Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000-- 20,000-- 15,000-- co 5,00020,00015,000m c Cz CU 10,000-- W _-20.4% Diff.from Avg.,.-- 5,000 0 8 am 9 am 10 am . 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary - --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 20.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Sunday,April 25, 2021, 9:23 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 6 Total Building Summary Loads Component Area Sen Lat Sen "Total Description Quan Loss Gain Gain Gain A:Glazing- .38.1 756 0 1,683 1,683 G: Glazing- 28.8 571 0 658 658 H: Glazing- 12.3 244 0 266 266 B:Glazing- 17.1 338 0 754 754 C: Glazing- 167.7 3,333 0 4,005 4,005 F:Glazing- 28 556 0 396 396 02:Glazing- 84 1,667 0 1,584 1,584 01:Glazing- 84 1,666 0 1,552 1,552 E:Glazing- 32.7 648 0 746 746 K:Glazing- 58.4 1,161 0 825 825 O: Glazing- 14.4 286 0 636 636 03:Glazing- 21 417 0 713 713 N: Glazing- 13.3 263 0 261 261 I: Glazing- 35.6 706 0 502 502 L: Glazing- 10 198 0 442 442 J: Glazing- 25.4 504 0 359 359 M: Glazing- 10.2 203 0 451 451 Basic R5 door: Door-135 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 3471.3 14,633 0 6,869 6,869 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 35,542 0 26,493 26,493 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 16,231 1,829 7,427 9,256 Infiltration:Winter CFM: 158, Summer CFM:85 10,761 1,670 1,861 3,531 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 62,534 3,499 35,781 39,280 Check Figures Total Building Supply CFM: 1,584 CFM Per Square ft.: 0.420 Square ft. of Room Area: 3,767 Square ft. Per Ton: 947 Volume (ft3) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 FB-6ilding,Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 35,781 Btuh 91 % Total Latent Gain: 3,499 Btuh 9 % Total Cooling Required Including Ventilation Air: 39,280 Btuh 3.27 Tons (Based On Sensible + Latent) 3.98 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25,2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc, Aberdeen Building Consulting Royalton Row,Lot 7,Design A eBay Shore,NY 11706 Page 7 Building Bar Graph 20,000 15,000 Building 10,000 Loss 62,534 Btu h 5,000 0 Floor 7% Wall 23% Door 0% Infiltration 17% Roof 4% Glass 22% Ductwork 26% 20,000 15,000 Building 10,000 Gain 39,280 Btu h 5,000 0 Floor 4% Wall 17% Door 0% Infiltration 9% Roof 6% Glass 40% Ductwork 24% Sunday,April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building.Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 8 System 1 1st Summary Loads Component Area Sen Lat Sen ` Total Description Quan Loss Gain Gain Gain A: Glazing- 38.1 756 0 1,683 1,683 G: Glazing- 28.8 571 0 658 658 H: Glazing- 12.3 244 0 266 266 B: Glazing- 17.1 338 0 754 754 C: Glazing- 106.7 2,121 0 2,229 2,229 F: Glazing- 28 556 0 396 396 02: Glazing- 84 1,667 0 1,584 1,584 01: Glazing- 84 1,666 0 1,552 1,552 E:Glazing- 16.3 324 0 373 373 Basic R5 door: Door-115 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 14,621 14,621 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,366 951 1,410 2,361 Infiltration:Winter CFM:82, Summer CFM:44 5,579 866 966 1,832 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 1 st Load Totals: 31,446 1,817 16,997 18,814 Check Fi ures Supply CFM: 774 CFM Per Square ft.: 0.396 Square ft. of Room Area: 1,953 Square ft. Per Ton: 1,034 Volume (W) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 S stem Loads Total Heating Required Including Ventilation Air: 31,446 Btuh 31.446 MBH ' Total Sensible Gain: 16,997 Btuh 90 % Total Latent Gain: 1,817 Btuh 10 % Total Cooling Required Including Ventilation Air: 18,814 Btuh 1.57 Tons (Based On Sensible+ Latent) 1.89 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday,April 25, 2021, 9:23 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting, Royalton Row,Lot 7,Design A 'Bay Shore,NY 11706 Page 9 S stem 2 2nd Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain K: Glazing- 58.4 1,161 0 825 825 O: Glazing- 14.4 286 0 636 636 03: Glazing- 21 417 0 713 713 E:Glazing- 16.3 324 0 373 373 C: Glazing- 61 1,212 0 1,776 1,776 N: Glazing- 13.3 263 0 261 261 I: Glazing- 35.6 706 0 502 502 L: Glazing- 10 198 0 442 442 J: Glazing- 25.4 504 0 359 359 M: Glazing- 10.2 203 0 451 451 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 11,872 11,872 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,865 878 6,017 6,895 Infiltration: Winter CFM:76, Summer CFM:41 5,182 804 895 1,699 Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0 System 2 2nd Load Totals: 31,088 1,682 18,784 20,466 Check Figures Supply CFM: 809 CFM Per Square ft.: 0.446 Square ft. of Room Area: 1,813 Square ft. Per Ton: 869 Volume (ft3) (Above Grade): .16,320 Volume(ft3) (Total): 16,319 FS- stem Loads Total Heating Required Including Ventilation Air: 31,088 Btuh 31.088 MBH Total Sensible Gain: 18,784 Btuh 92 % Total Latent Gain: 1,682 Btuh 8 % Total Cooling Required Including Ventilation Air: 20,466 Btuh 1.71 Tons (Based On Sensible+ Latent) 2.09 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. Sunday,April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building,Consulting Royalton Row,Lot 7,Design A Bay Shore NY 11706 Pae 10 System 1 1st Bar Graph 10,000 8,000 6,000 System 1 1st Loss 4,000 31 ,446 Btuh 2,000 0 Floor 14% Glass 26% Ductwork 17% Wall 24% Door 1% Infiltration 18% 10,000 8,000 6,000 System 1 1st Gain 4,000 18,814 Btuh 2,000 Floor 7% Glass 50% Ductwork 13% Wall 19% Door 1% Infiltration 10% Sunday, April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A 'Bay Shore,NY 11706 Page 11 System 2 2nd Bar Graph 15,000 10,000 System 2 2nd - Loss 31 ,088 5,000 Btuh J� 0 Roof 9% Glass 17% Infiltration 17% Wall 22% Ductwork 35% 8,000 6,000 System 4,000 2 2nd Gain 20,466 Btuh 2,000 0 Roof 11% Glass 31% Infiltration 8% Wall 16% Ductwork 34% Sunday, April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Pae 12 Equipment Data - System 1 - 1st Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV**C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Sunday, April 25, 2021, 9:23 AM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A' Bay,Shore,NY 11706 Page 13 Equipment Data - System 2 - 2nd Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV"C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TAl 151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Sunday,April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A :Ba Shore,NY 11706 Pa a 14 Manual S Performance Data - System 1 - 1st Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 16,997 Outdoor Wet Bulb: 71 Latent Gain: 1,817 Indoor Dry Bulb: 70 Total Gain: 18,814 Indoor RH: 50 Load SHR: 0.90 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,446 Indoor Dry Bulb: 72 Entering Dry Bulb: 71.3 Indoor RH: 30 Supply Airflow: 406 [Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 16,997 212% Latent Capacity: 12,000 1,817 660% Total Capacity: 48,000 18,814 255% Heating: Model Type: Natural Gas Furnace, Model: W95TC11515NNISA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,446 343% Sunday,April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY.11706 Pae 15 Manual S Performance Data - System 2 - 2nd Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 18,784 Outdoor Wet Bulb: 71 Latent Gain: 1,682 Indoor Dry Bulb: 70 Total Gain: 20,466 Indoor RH: 50 Load SHR: 0.92 Supply Airflow:. 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,088 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 392 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 18,784 192% Latent Capacity: 12,000 1,682 714% Total Capacity: 48,000 20,466 235% Heating: Model Type: Natural Gas Furnace, Model:W95TAl151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,088 347% Sunday, April 25, 2021, 9:23 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Pae 16 System 1 - Houq Room Net Gain System 1 Hourly Room Net Gain 6,000 ................................. ........................... .................................... 5,000 .................. ....... .... ........ ...... ............. 4,000 .... .................... �....... ................... ... ............ .......... .... ...... ...... 3,000 ....... .......... :... ... ..................................... ...... ....... 2,000 ............................................. ......o......o-...�.��� .. ` 1,000 ...... ...... ....... .. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 1 st FI Dining Room(751/4 -� 1st R Kitchen(391%) ®® 1 st FI Pantry(0%) �— 1 st R Parlor(44%) 1 st R Great Room(729%) 1 st R Bedroom#1 / Closet(52%) �—� 1 st FI Master Bath(260%) —o® 1st FI Powder Room/ Mudroom/ Hall(469/4 1 st R Foyer Area(44%) 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. Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc., Aberdeen Building Consulting Royalton Row,Lot 7,Design A 'Bay Shore,NY 11706 Pae 17 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 7,000 .......... ...................................................................................... 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 R Bedroom#2(45%) 2nd R Bathroom#2(249/q) ® 2nd R Bedroom#3/ Gosets(479/4 2nd R Bedroom#4(18°/4 2nd Fl Living Room(291%) �— 2nd Fl Front Hall(39°/4 2nd FI ripen-to-below/ Hall(00/4 �ps 2nd Fl Bath#3/ Laundry/ Hall(36% 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. Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A bay Shore,NY 11706 Pae 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A:Glazing- 38.1 756 0 1,683 1,683 G: Glazing- 28.8 571 0 658 658 H: Glazing- 12.3 244 0 266 266 B: Glazing- 17.1 338 0 754 754 C: Glazing- 106.7 2,121 0 2,229 2,229 F: Glazing- 28 556 0 396 396 02: Glazing- 84 1,667 0 1,584 1,584 01: Glazing- 84 1,666 0 1,552 1,552 E: Glazing- 16.3 324 0 373 373 Basic R5 door: Door-135 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3;602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 14,621 14,621 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,070 0 1,410 1,410 Infiltration: Winter CFM: 82, Summer CFM:44 5,579 866 966 1,832 System 1, Zone 1 Load Totals: 31,150 866 16,997 17,863 Check Figures Supply CFM: 774 CFM Per Square ft.: 0.396 Square ft. of Room Area: 1,953 Square ft. Per Ton: 1,190 Volume (ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 Zone Loads Total Heating Required: 31,150 Btuh 31.150 MBH Total Sensible Gain: 16,997 Btuh 95 % Total Latent Gain: 866 Btuh 5 % Total Cooling Required: 17,863 Btuh 1.49 Tons (Based On Sensible+ Latent) 1.64 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. Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.: Aberdeen Building Consulting Royalton Row,Lot 7,Design'A B'a Shore,NY 11706 Pae 18 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat . Sen Total. Description Quan Loss Gain Gain Gain K:Glazing- 58.4 1,161 0 825 825 O: Glazing- 14.4 286 0 636 636 03: Glazing- 21 417 0 713 713 E:Glazing- 16.3 324 0 373 373 C: Glazing- 61 1,212 0 1,776 1,776 N: Glazing- 13.3 263 0 261 261 I: Glazing- 35.6 706 0 502 502 L:Glazing- 10 198 0 442 442 J: Glazing- 25.4 504 0 359 359 M: Glazing- 10.2 203 0 451 451 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,010 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 11,872 11,872 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,925 0 4,992 4,992 Infiltration:Winter CFM: 76, Summer CFM:41 5,182 804 895 1,699 System 2,Zone 1 Load Totals: 30,148 804 17,759 18,563 -Check,Figures, Supply CFM: 809 CFM Per Square ft.: 0.446 Square ft. of Room Area: 1,813 Square ft. Per Ton: 1,048 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 Zone Loads Total Heating Required: 30,148 Btuh 30.148 MBH Total Sensible Gain: 17,759 Btuh 96 % Total Latent Gain: 804 Btuh 4 % Total Cooling Required: 18,563 Btuh 1.55 Tons (Based On Sensible+Latent) 1.73 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. Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 20 System 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1, Zone 1 Loss 4,000 31 ,150 Btu h 2,000 0 Floor 14% Glass 26% Ductwork 16% Wall 25% Door 1% Infiltration 18% 10,000 8,000 System 6,000 1 , Zone 1 Gain 4,000 17,863 Btuh 2,000 will* Floor 8% Glass 53% Ductwork 8% Wall 20% Door 1% Infiltration 10% Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads_ Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,,'Lot 7,Design A Ba Shore,NY 11706 Page 21 System 2, Zone 1 Bar Graph 10,000 -N 8,000 System 6,000 2, Zone 1 Loss 4,000 30,148 Btu h 2,000 0 Roof 9% Glass 17% Infiltration 17% Wall 23% Ductwork 33% 8,000 6,000 System 2, Zone 4,000 1 Gain 18,563 Btuh 2,000 V[7j'0 Roof 12% Glass 34% Infiltration 9% Wall 18% Ductwork 27% Sunday, April 25, 2021, 9:24 AM i R-hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc., zy-Sliore, erdeen Building Consulting Royalton Row,Lot 7,Design A NY 11706 Pa a 22 Detailed Room Loads - Room 1 - 1st FI Dining Room (Average Load Procedure General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 132.2 sq.ft. Supply Air: 155 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.8 AC/hr Volume: 1,190 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 568 ft./min. Percent of Supply: 0 % Runout Air Velocity: 568 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.268 in.wg./100 ft. Actual Summer Infil.: 5 CFM 1"Item_, ; Area. =U- Htg Sen, . Clg Lat Sen Descriptions Quantity, Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 11.4 X 9 64.6 0.068 4.2 272 2.0 0 128 S-Wall-R27 2x6 11.6 X 9 63.2 0.068 4.2 266 2.0 0 125 E-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 W -GIs-A shgc-0.4 0%S (3) 38.1 0.320 19.8 756 44.1 0 1,683 S-GIs-G shgc-0.4 0%S 28.8 0.320 19.8 571 22.8 0 658 S-GIs-H shgc-0.4 13%S 12.3 0.320 19.8 244 21.7 0 266 Floor-1130 2x10 11.6 X 11.4 132.2 0.040 2.2 293 0.7 0 95 Subtotals for Structure: 2,532 0 3,016 Infil.:Win.:8.6, Sum.:4.6 238 2.473 588 0.429 91 102 Ductwork: 607 282 Room Totals: 3,727 91 3,400 Sunday,April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A 'Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 2 - 1st FI Kitchen (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.6 ft. System Number: 1 Room Width: 14.6 ft. Zone Number: 1 Area: 300.2 sq.ft. Supply Air: 82 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 2,702 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 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: 603 -ft./min. Percent of Supply: 0 % Runout Air Velocity: 603 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.301 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 9.6 X 9 86.2 0.068 4.2 364 2.0 0 171 W -Wall-R27 2x6 20.6 X 9 168.2 0.068 4.2 709 2.0 0 333 S-Wall-R27 2x6 3 X 9 27 0.068 4.2 114 2.0 0 53 W -GIs-B shgc-0.4 0%S (2) 17.1 0.320 19.8 338 44.1 0 754 Floor-R30 2x10 14.6 X 20.6 300.2 0.040 2.2 666 0.7 0 215 Subtotals for Structure: 2,191 0 1,526 Infil.: Win.: 10.9, Sum.:5.8 298 2.472 738 0.429 1.14 128 Ductwork: 569 150 Room Totals: 3,498 114 1,804 Sunday, April 25, 2021, 9:24 AM Rhvac:Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingRoyalton Row,Lot 7,-Design A Ba Shore;NY 11706-. Page 24 Detailed Room Loads Room 3 - 1st FI Pantry (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.4 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 37.1 sq.ft. Supply Air: 15 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 334 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 169 ft./min. Percent of Supply: 0 % Runout Air Velocity: 169 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.034 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item ,Area -U- Htg Sen;: C19, - Lat Sen Descri tion Quantit Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 5 X 9 45 0.068 4.2 190 2.0 0 89 W -Wall-R27 2x6 7.4 X 9 66.8 0.068 4.2 281 2.0 0 132 Floor-R30 2x10 5 X 7.4 37.1 0.040 2.2 : 82 0.7 0 27 Subtotals for Structure: 553 0 248 Infil.: Win.:4.1, Sum.:2.2 112 2.470 276 0.430 43 48 Ductwork: 161 27 Room Totals: 990 43 323 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&.Light Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 25 Detailed Room Loads - Room 4 - 1st FI Parlor (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 142.4 sq.ft. Supply Air: 42 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 1,281 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 42 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 479 ft./min. Percent of Supply: 0 % Runout Air Velocity: 479 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.262 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area - -U- Htg Sen Clg. Lat -Sen 'Description Quantit Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N -Wall-R27 2x6 13.7 X 9 92.5 0.068 4.2 390 2.0 0 183 N -GIs-C shgc-0.4 100%S (2) 30.5 0.320 19.8 606 14.1 0 430 Floor-R30 2x10 13.7 X 10.4 142.4 0.040 2.2 316 0.7 0 102 Subtotals for Structure: 1,442 0 776 Infil.:Win.: 5.6, Sum.: 3.0 154 2.471 380 0.429 59 66 Ductwork: 354 76 Room Totals: 2,176 59 918 Sunday, April 25, 2021, 9:24 AM 1,Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: -Aberdeen Building Consulting --'Royalton Row,Lot 7,Design A Say Shore,NY 11706 Page 26 Detailed Room Loads , Room 5 - 1st FI Great Room (Average Load Procedure ;General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area: 444.0 sq.ft. Supply Air: 123 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 3,996 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 451 ft./min. Percent of Supply: 0 % Runout Air Velocity: 451 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 3 CFM ItemArea -U- Htg Sen Clg. Lat Sen Descri tion Quantity, Value HTM Loss . HTM Gain Gain S-Wall-R27 2x6 18.5 X 9 54.5 0.068 4.2 230 2.0 0 108 S-GIs-F shgc-0.4 100%S (4) 28 0.320 19.8 556 14.1 0 396 S -GIs-02 shgc-0.4 45%S 84 0.320 19.8 1,667 18.9 0 1,584 Floor-1130 2x10 18.5 X 24 444 0.040 2.2 985 0.7 0 318 Subtotals for Structure: 3,438 0 2,406 Infil.:Win.: 6.1, Sum.:3.2 167 2.474 412 0.426 64 71 Ductwork: 749 224 Room Totals: 4,599 64 2,701 Sunday, April 25,2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 27 Detailed Room Loads - Room 6 - 1st FI Bedroom #1 /Closet (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.7 ft. System Number: 1 Room Width: 15.2 ft. Zone Number: 1 Area: 359.0 sq.ft. Supply Air: 139 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 3,231 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 509 ft./min. Percent of Supply: 0 % Runout Air Velocity: 509 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.215 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item. Area -U- Htg Sen Clg La Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 8.4 X 9 75.8 0.068 4.2 319 2.0 0 150 S -Wall-R27 2x6 15.2 X 9 64 0.068 4.2 270 2.0 0 127 E -Wall-R27 2x6 23.7 X 9 213 0.068 4.2 898 2.0 0 421 S-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 22.8 0 696 S-GIs-01 shgc-0.4 0%S 42 0.320 19.8 833 22.8 0 959 Floor-R30 2x10 15.2 X 23.7 359 0.040 2.2 797 0.7 0 257 Subtotals for Structure: 3,723 0 2,610 Infil.:Win.: 15.5, Sum.: 8.3 425 2.474 1,052 0.428 163 182 Ductwork: 928 253 Room Totals: 5,703 163 3,045 Sunday, April 25, 2021, 9:24 AM :Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row;Lot 7,Design'A Bay Shore,NY 11706 Pae 28 Detailed Room Loads - Room 7- 1st FI Master Bath Avera e Load Procedul—Ull General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 98.8 sq.ft. Supply Air: 59 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 889 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 672 ft./min. Percent of Supply: 0 % Runout Air Velocity: 672 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.511 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Hfg, Sen Clg �Lat-, :'Sen. Description' `` Quantity Value HTM Loss H_TM Gain Gain S -Wall-R27 2x6 13.8 X 9 108.2 0.068 4.2 456 2.0 0 214 E -Wall-R27 2x6 7.8 X 9 70.5 0.068 4.2 297 2.0 0 139 N -Wall-R27 2x6 13.8 X 9 124.5 0.068 4.2 525 2.0 0 246 S -GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 22.8 0 373 Floor-1130 2x10 1 X 98.8 98.8 0.040 2.2 219 0.7 0 71 Subtotals for Structure: 1,821 0 1,043 Infil.:Win.: 11.6, Sum.: 6.2 319 2.473 790 0.429 123 137 Ductwork: 508 107 Room Totals: 3,119 123 1,287 Sunday,April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Ba Shore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 1st Fl Powder Room/Mudroom/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 17.2 ft. Zone Number: 1 Area: 178.8 sq.ft. Supply Air: 103 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,610 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 524 ft./min. Percent of Supply: 0 % Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.177 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area --U= Htg. Sen Clg Lat o- Sen Description : Quantity Value HTM Loss HTM . _Gain Gain W -Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N-Wall-R27 2x6 17.2 X 9 124 0.068 4.2 523 2.0 0 245 E-Wall-R27 2x6 10.4 X 9 78.5 0:068 4.2 331 2.0 0 155 S-Wall-R27 2x6 8 X 9 52 0.068 4.2 219 2.0 0 103 S -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 N -GIs-C shgc-0.4 100%S (2) 30.5 0.324 19.8 606 14.1 0 430 E-GIs-C shgc-0.4 0%S 15.2 0.320 19.8 303 44.1 0 673 Floor-1130 2x10 17.2 X 10.4 178.8 0.040 2.2 397 0.7 0 128 Subtotals for Structure: 2,757 0 1,919 Infil.:Win.: 12.8, Sum.:6.8 351 2.473 868 0,427 135 150 Ductwork: 705 187 Room Totals: 4,330 135 2,256 Sunday,April 25, 2021, 9:24 AM [Rpvac-Residential&Light Commercial HVAC Loads Elite Software Development,'1'nm Aberdeen Building Consulting Royalton Row,Lot 7,Design A bay'Shore,NY 11706 Pa a 30 Detailed Room Loads - Room 9 - 1st FI Foyer Area (A-ver-age Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 15.5 ft. Zone Number: 1 Area: 260.9 sq.ft. Supply Air: 58 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 2,348 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: b % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 660 ft./min. Percent of Supply: 0 % Runout Air Velocity: 660 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.493 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item. Area -U-,, Htg Sen Clg. Lat Sen Descri tion Quantity Value HTM Loss HTM •Gain. Gain N-Wall-R27 2x6 11.3 X 9 60 0.068 4.2 253 2.0 0 119 E -Wall-R27 2x6 10 X-9 90 0.068 4.2 379 2.0 0 178 N -GIs-01 shgc-0.4 100%S 42 0.320 19.8 833 14.1 0 593 Floor-1330 2x10 15.5 X 16.8 260.9 0.040 2.2 579 0.7 0 187 Subtotals for Structure: 2,044 0 1,077 Infil.:Win.: 7.0, Sum.:3.7 192 2.474 475 0.427 74 82 Ductwork: 490 105 Room Totals: 3,009 74 1,264 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Ba Shore,NY 11706 Page 31 Detailed Room Loads - Room 10 - 2nd F1 Bedroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.2 ft. System Number: 2 Room Width: 15.2 ft. Zone Number: 1 Area: 305.9 sq.ft. Supply Air: 185 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,753 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 0 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 20.2 X 9 146.1 0.068 4.2 616 2.0 0 289 S-Wall-R27 2x6 15.2 X 9 97.5 0.068 4.2 411 2.0 0 193 S-GIs-K shgc-0.4 100%S (2) 39 0.320 19.8 774 14.1 0 550 W -GIs-O shgc-0.4 0%S 14.4 0.320 19.8 286 44.2 0 636 W -GIs-03 shgc-0.4 33%S 21 0.320 19.8 417 34.0 0 713 UP-Roof-R-49 20.2 X 15.2 305.9 0.025 .1.6 474 1.3 0 382 Subtotals for Structure: 2,978 0 2,763 Infil.: Win.: 12.6, Sum.:6.8 318 2.704 860 0.469 133 149 Ductwork: 1,884 1,139 Room Totals: 5,722 133 4,051 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential:&Light Coittttiercial'H_VAC Loads, ° "Elite Software Development,Inc. Aberdeen,Building Consulting_.- Royalton-Row,,Lot 7,-Design A Ba Shore.0 1.1706 Page 32 Detailed Room Loads - Room 11 - 2nd FI Bathroom #2 (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 126.5 sq.ft. Supply Air: 66 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,139 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 486 ft./min. Percent of Supply: 0 Runout Air Velocity: 486 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.197 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area U-• Htg, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-R27 2x6 15 X 9 118.7 0.068 4.2 500 2.0 0 235 E -Wall-R27 2x6 9.8 X 9 88.5 0.068 4.2 373 2.0 0 175 S-GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 22.8 0 373 UP-Roof-R-49 1 X 126.5 126.5 0.025 1.6 196 1.3 0 158 Subtotals for Structure: 1,393 0 941 Infil.: Win.: 8.9, Sum.:4.8 223 2.702 604 0.465 94 104 Ductwork: 980 409 Room Totals: 2,977 94 1,454 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc., Aberdeen Building Consulting. RoyaltonRow3Lot 7,Design.A Ba Shore,NY 11706- Pa a 33 Detailed Room Loads - Room 12 - 2nd FI Bedroom #3/Closets (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.2 -ft. System Number: 2 Room Width: 25.2 ft. Zone Number: 1 Area: 306.2 sq.ft. Supply Air: 153 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 2,756 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CrM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 562 ft./min. Percent of Supply: 0 % Runout Air Velocity: 562 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.262 in.wg./100 ft. Actual Summer Infil.: 4 CFM ItemArea . -U- Htg - Sen Clg 'Lat Sen Description Quantity Value HTM Loss HTM Gain Gain. S -Wall-R27 2x6 11.2 X 9 87.3 0.068 4.2 368 2.0 0 173 E-Wall-R27 2x6 12.2 X 9 79 0.068 4.2 333 2.0 0 156 E -GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 44.1 0 1,346 S-GIs-N shgc-0.4 36%S 13.3 0.320 19.8 263 19.7 0 261 UP-Roof-R-49 12.2 X 25.2 306.2 0.025 1.6 475 1.3 0 383 Subtotals for Structure: 2,045 0 2,319 Infil.:Win.:8.3, Sum.:4.5 210 2.705 568 0.467 88 98 Ductwork: 1,282 945 Room Totals: 3,895 88 3,362 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd FI Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.3 ft. System Number: 2 Room Width: 13.5 ft. Zone Number: 1 Area: 273.4 sq.ft. Supply Air: 120 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,460 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 686 ft./min. Percent of Supply: 0 % Runout Air Velocity: 686 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.532 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area =U- Htg. Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N -Wall-R27 2x6 13.5 X 9 85.9 0.068 4.2 362 2.0 0 170 W -Wall-R27 2x6 20.2 X 9 182.2 0.068 4.2 768 2.0 0 361 S-Wall-R27 2x6 13.5 X 9 121.5 0.068 4.2 512 2.0 0 240 N -GIs-I shgc-0.4 100%S (2) 35.6 0.320 19.8 706 14.1 0 502 UP-Roof-R-49 20.2 X 13.5 273.4 0.025 1.6 424 1.3 0 342 Subtotals for Structure: 2,902 0 1,676 Infil.: Win.: 18.1, Sum.:9.7 456 2.704 1,233 0.467 191 213 Ductwork: 2,029 739 Room Totals: 6,164 191 2,628 Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light�Commercial:HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A ll Ba Shore,NY 11706. Page 35 Detailed Room Loads - Room 14 - 2nd FI LivingRoom (Average Load Procedure General:':' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.6 ft. System Number: 2 Room Width: 14.2 ft. .:.:.Zone Number: 1 Area: 192.4 sq.ft. "Supply Air: 106 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1.,.732. cu-.ft.. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 106 CFVR-- Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 540 ft./min. Percent of Supply: 0 Runout Air Velocity: 540 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.188 in.wg./100 ft.- :Actual Summer Infil.: 7 CFM Item "`:, Area;- ;' =U-- Htg Sen Clg. Lat Sen `.eF�.. . Descri tion :€2cirtit:`_e ': '' :Value HTM Loss__ HTM Gain Gain N -Wall-R27 2x6 14.2 X 9 108--' 0.068 4.2 455 2.0 0 214 W -Wall-R27 2x6 7.4 X 9 66.8 0:068 4.2 281 2.0 0 132 �E-Wall-R27 2x6 13.6 X 9 112.2 0.068 4.2 473 2.0 0 222 N -GIs-K shgc-0.4 100%S 19.5 0.320 19.8 387 14.1 0 275 E -GIs-L shgc-0.4 0%S (2) 10 0.320 19.8 198 44.2 0 442 UP-Roof-R-49 13.6 X 14.2 192.4 0.025",,. 1.6 298 1.3 0 241 Subtotals for Structure: 2,092 0 1,526 Infil.:Win.: 12.6, Sum.: 6.7. 317 2.705 856 0.468 133 148 Ductwork: 1,447 655 Room Totals: 4,395 133 2,329 Sunday, April 25, 2021, 9:24 AM FBAberdeen hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Building Consulting Royalton Row,,Lot 7,Design A' a Shore,NY 1.1706 Pac ge 36' Detailed Room Loads - Room 15 - 2nd FI Front Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.2 ft. System Number: 2 Room Width: 1.0 ft. _...Zone Number: 1 Area: 67.8 sq.ft. '`"Supply Air: 40 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 611 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 40 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 0 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.244 in.wg./100 ft. --Actual Summer Infil.: 2 CFM Item Area -U Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM 'Gain Gain N -Wall-R27 2x6 11 X 9 73.6 0.068 4.2 310 2.0 0 146 N -GIs-J shgc-0.4 100%S 25.4 0.320 19.8 504 14.1 0 359 UP-Roof-R-49 6.2 X 11 67.8 0.025 1.6 105 1.3 0 85 Subtotals for Structure: 919 0 590 Infil.:Win.: 3.9, Sum.: 2.1 99 2.707 268 0.465 42 46 Ductwork: 583 249 Room Totals: 1,770 42 885 Sunday, April 25, 2021, 9:24 AM ["AbeRhvac=Residential&Light Commercial HVAC,Loads' Elite Software Development,Inc: rdee n Building Consulting Royalton Row,,Lot7,Design A Bay a LShote;NY 11706. Page 37 . Detailed Room Loads - Room 16 2nd FI Open-to-below/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.7 ft. System Number: 2 Room Width: 25.9 ft. Zone Number: 1 Area: 354.2 sq.ft. Supply-Air: 34 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 3,188 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 34 GFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity:. 386 ft./min. Percent of Supply: 0 % Runout Air Velocity: 386 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.171 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area H -U=' Htg : Sen Clg Lat 'Sen: Descri tion... -_ Quantit -',Value,. ;_HTW:6,-:--- Loss >> HTM Gam Gain S-Wall-R27 2x6 4 X 9 36 0.068 4.2 152 2.0 0 71 UP-Roof-R-49 13.7 X 25.9 354.2 0.025 1.6 549 1.3 0 443 Subtotals for Structure: 701 0 514 Infil.:Win.: 1.4, Sum.:0.8 36 2.694 97 0.472 15 17 Ductwork: 392 208 Room Totals: 1,190 15 739 Sunday,April 25, 2021, 9:24 AM 'Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ., 'Royalton Row,Lot 7,Design,A Bay Shore,NY 11706 Page 38, Detailed Room Loads - Room 17- 2nd FI Bath #3/Laundry/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 2 Room Width: 19.8 ft. Zone Number: 1 Area: 186.8 sq.ft. Supply Air: 105 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,681 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 105 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 537 ft./min. Percent of Supply: 0 % Runout Air Velocity: 537 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.186 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item . Area -U- Htg Sen Clg .Lat Sen Descri tion°_ Quantity Value HTM Loss HTM Gain - Gain N -Wall-R27 2x6 19.2 X 9 142 0.068 4.2 599 2.0 0 281 E-Wall-R27 2x6 9.4 X 9 74,5 0.068 4.2 314 2.0 0 148 N -GIs-C shgc-0.4 100%S (2) 30.5 0.320 19.8 606 14.1 0 430 E-GIs-M shgc-0.4 0%S 10.2 0.320 19.8 203 44.2 0 451 UP-Roof-R-49 9.4 X 19.8 186.8 0.025 1.6 289 1.3 0 233 Subtotals for Structure: 2,011 0 1,543 Infil.:Win.: 10.2, Sum.: 5.5 257 2.705 696 0.466 108 120 Ductwork: 1,329 650 Room Totals: 4,036 108 2,313 Sunday,April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 39 Room Cooling and Heating Loads Bar Graphs 1st FI Dining Room II 1 st FI Kitchen Cooling 1 st FI Pantry 1st FI Parlor 1 st FI Great Room I, 1 st FI Bedroom#1 /Closet 1st FI Master Bath 1 st FI Powder Room/Mudroom/Hall �t Heating 1 st FI Foyer Area 2nd FI Bedroom#2 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 7,Design A B a*y Shore,NY 11706 . Page 40 Room Cooling and Heating Loads Bar Graphs 2nd FI Bathroom#2 Cooling 2nd FI Bedroom#3/Closets 2nd FI Bedroom#4 2nd FI Living Room i 2nd FI Front Hall 2nd FI Open-to-below/Hall Heating 2nd FI Bath#3/Laundry/Hall 9 p 0 2,000 4,000 6,000 8,000 Btuh Sunday,April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Aberdeen Building Consulting Royalton Row,Lot 7,Design A ,Bay Shore,NY 11706 Page 41 Room Cooling Loads Bar Graphs 1st FI Dining Room 1 st FI Kitchen Sensible 1 st FI Pantry 1 st FI Parlor I 1 st FI Great Room I 1 st FI Bedroom#1 /Closet 1 st FI Master Bath r 1 st FI Powder Room/Mudroom/Hall Latent 1 st FI Foyer Area 2nd FI Bedroom#2 0 1,000 2,000 3,000 4,000 5,000 Btu h Sunday,April 25, 2021, 9:24 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 7,Design A Bay Shore,NY 11706 Page 42 Room Cooling Loads Bar Graphs 2nd FI Bathroom#2 Sensible 2nd FI Bedroom#3/Closets 2nd FI Bedroom#4 2nd FI Living Room 2nd FI Front Hall 2nd FI Open-to-below/Hall ® Latent 2nd FI Bath#3/Laundry/Hall 0 1,000 2,000 3,000 4,000 Btuh Sunday, April 25, 2021, 9:24 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeeii,Building Consulting Royalton Row,Lot 7,Design A bay Shore,NY-11706 Pa a 43' System 1 'Room Load Summar Htg- Min Run Run. Clg Clg Mim Act Room Area Sens Htg Duct Duct Sens Lat Clg• Sys No Name SF 'Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1 st FI Dining Room 132 3,727 49 2-5 568 3,400 91 155 155 2 1 st FI Kitchen 300 3,498 46 1-5 603 1,804 114 82 82 3 1 st FI Pantry 37 990 13 1-4 169 323 43 15 15 4 1 st FI Parlor 142 2,176 28 1-4 479 918 59 42 42 5 1 st FI Great Room 444 41-599 60 2-5 451 2,701 64 123 123 6 1st FI Bedroom#1 359 5,703 74 2-5 509 3,045 163 139 139 /Closet 7 1 st FI Master Bath 99 3,119 41 1-4 672 1,287 123 59 59 8 1 st FI Powder 179 4,330 56 1-6 524 2,256 135 103 103 Room/Mudroom /Hall 9 1 st FI Foyer Area 261 3,009 39 1-4, 660 1,264 74 58 58 Duct Latent 766 Return Duct 296 0 185 System 1 total 1,953 31,446 406 16,997 1,817 774 774 System 1 Main Trunk Size: 10x15 in. Velocity: 743 ft./min Loss per 100 ft.: 0.099 in.wg Cooling System Summary Cooling. Sensible/Latent Sensible Laterit Total Tons-' -S lit Btuh Btuh Btuh Net Required: 1.57 90%/10% 16,997 1,817 18,814 Recommended: 1.89 75%/25% 16,997 5,666 22,663 Actual: 4.00 75%/25% 36,000 12,000 48,000' E ui ment-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 Descriptjon: 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 Sunday,April 25, 2021, 9:24 AM Rhvac Residential&,Light Commercial HVAC Loads Elite Software.Oevelopment,Inc. Aberdeen Building Consulting `Royalton Row,,Lot 7;Design A Bay Shore,NY,11706 Page 44 S stem 2 Room Load Summar Htg , Min " Run Run Clg Clg - Min Act Room Area. Sens Htg Duct Duct Sens :. Lat- Clg- Sys, No Name SF Btuh_ 'CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 10 2nd FI Bedroom#2 306 5,722 74 2-6 470 4,051 133 185 185 11 2nd FI Bathroom 127 2,977 39 1-5 486 1,454 94 66 66 #2 12 2nd FI Bedroom 306 3,895 51 2-5 562 3,362 88 153 153 #3/Closets 13 2nd FI Bedroom#4 273 6,164 80 2-4 686 2,628 191 120 120 14 2nd FI Living 192 4,395 57 1-6 540 2,329 133 106 106 Room 15 2nd FI Front Hall 68 1,770 23 1-4 462 885 42 40 40 16 2nd FI Open-to- 354 1,190 15 1-4 386 739 15 34 34 below/Hall 17 2nd FI Bath#3/ 187 4,036 53 1-6 537 2,313 108 105 105 Laundry/Hall Duct Latent 707 Return Duct 940 1,025 171 System 2 total 1,813 31,088 392 18,784 1,682 809 809 System 2 Main Trunk Size: 10x16 in. Velocity: 728 ft./min Loss per 100 ft.: 0.092 in.wg Cooling System Summary Cooling Sensible/Latent Sensible " Latent: Total Tons Split Btuh ,Btuh Btuh Net Required: 1.71 92%/8% 18,784 1,682 20,466 Recommended: 2.09 75%/25% 18,784 6,261 25,045 Actual: 4.00 75%/25% 36,000 12,000 48,000 =E ui ment Data v Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TA1151524MSA 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 Sunday, April 25, 2021, 9:24 AM i Etlesfrx: :,o *qf f_ Y ;'`:• "s` ''` +' :i 1l _'iii '- ,, . W ta81 ''t i- i.- oR.:�" ..F:S `C' .Y f'••"`.''`�i.--••.4' ',R-.,, ` t'�t Q APRO ED AS DOTED SITE PLAN HATCH KEY: Lr DATE: B.P.#, PROPOSED BUILDING ADDITION O J FEE:- BY. J NOTIFY BUIL PROPOSED AGGE55ORY 5TRUGTUR_ DING DEPARTMENT AT H 7615-1,8028028 AM TO TO 4 PM FOR THE FOLLOWING IfJ� _ L = 2�4 �� PROPOSED 2ND STORY �A(5E <E i a FO - - - -_-- --- - - - - - 1. FOUNDATION - TWO REQUIRED - -—- - -— - - - - - - - - -- .. - - -FOR POURED CONCRETE - ' -� (5-00 1 .00 PROJECT LOCATION & SCOPE ! z 2. ROUGH - FRAMING & PLUMBING +-- - O 3. INSULATION -� - i��W ? STOR"r WD. Ei A�4 ED DWELL I N C" D C WITH ATTA .HEARA E SITE PLAN & ZONING DATA 3 4. FINAL - CONSTRUCTION MUST �� \ AND FAT105, Z BE COMPLETE FOR C.O. ALL CONSTRUCTICIN SHALL MEET THE \ GENERAL NOTES ---- - -- ------ ----- ---- W r, REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLEENERGY TABLE 00 �I�o�I:�.,T zoNIN _ _., _. . __. ._ - - STRUCTURAL DESIGN CHARTS z `� O / O DATA. z p DESIGN OR CONSTRUCTION ,ORS. ` 1 F_HOEDOWN ANCHOR BOLT - - -- - TAX MAP # .I �/®®®� .O0 J ' 1000-113-o-t-la.36 ' z }: gyp'• STRAPPING & NAILING DETAILS Q z ZONING DISTRICT A-G FASTENING SCHEDULE �- W (D NEW YORK S ITH ALL CODES OF LOT AREA 0.'14 ACRES - - - - - -- a - --- — - -------- -- - ------ - LO = rqLO l\TE & TOWN CODES FRAMING GRAPHICS Q •• AS REQUIRED ANU CONDITIONS OF WETLANDS DISTRICT N N/AJ � w r-I O BEAM CONNECTION PATTERNS DEC, 015TRICT U N N/A / - W SLI; r,4 %NGSOARD / R-21-0614 FIREBLOCI�ING DETAILS--- -- -- - --- -- SUFi-OLK COUNTY HD APPROVAL - - ------ _ - PROPOSED FOUNDATION PLAN ! w DEC F J _._ __., . ..._.__.__._._.__„_,. ._.___,,,,_„_-__.._,.. , _. ,_.__,_.--------_.- ...,,____,_ - PATIO ,/ ____11 _ ,. HABITABLE SPACE PROPOSED \ .r.F,F"""; f .".` ,;.,;. BASEMENT AREA 0 S.P. ,fe PROPOSED FIRST FL PLAN �- IO�.®® I ST OGR j - ';• :'�K P I RST FLOOR AREA � 2 058 S.P. OCCUPANCY R ,{,. 0 ,, GARAGE, DRIVEWAY ;r,•:'.`" ``.r`..'+.�,•%':" ° :,.ir`,r',,, ,"�..,,..,.`"F 622 5F ': .. ' r, €f'°=f'= 2 STORY HOUSE SECOND FLOOR AREA 1,718 S.P. USE IS UNLAWFUL \ -2058 SF FOOTPRINT, ` \\ f," r;,r 1,••, .Ir'rr�!r r./r r " 6. ; ILII ,r A ;;F, TO I AL F�EDROOM COUNT 4 „ , •":.. : PROPOSED SECOND FLOOR PLAN WITNOU ; CERTIF=ICATE �;� � I O� .E .00 i I � ' is r„,�'� ,r,., ,.,'i / I OF OCCUPANCY ;.,r i \ A ., ,FE• F,:€,. PATIO 9b LOT --- - /\ 6 / b` D::_-"+GRiPTIOrd (FOOTPRINT) AREA I -- --- -- - - - -_-- -- - - ---- ---- ---- - - - � -------- - --- -- - - I \ 127 5F $ GOVERAOE A-201 ,00 - PROPOSED EXTERIOR �EVATIONS I \ / ` RETAIN STORM WATER RUNOFF TOTAS.F. .L LOT AREA 32 380.0 j � . ��.I_-=_\,-, PURSUANT TO CHAPTER 236 O >`RcFoSED BUILDING\ 2,058.0 S.F. W ---- WALKAY / i - - ---- - - -- -- - t- - --- - -- -- --- --- -- ----- I 1 OF THE TOWN CGDE, - I A-202 .00 PROPOSED EXTERIOR ELEVATIONS \ Pf<OF05EC GARAGE 622.0 S.F. 1. 13b - PRUP 'L CLECT�@CAL \a � G5_C PORCH 4 DECKS �, 476.0 S.F. 1.5% INSPECTION / TOTAL AREA OF ALL STRUCTURES 3156.0 S.F. 9.7 0 ------ PLUMBER CEFITIFICATION - EFORF MAXI 1 BUILDING SECTIONS NLEADCONTENTB - \ `-�O •00 (, .r�TIFICATE OF"OCCUPAr�r;;',' MUM LOT COVERAGE ALLOWED - 2030 �� I i I l SUPPL SYSTIjMCANNOT \ /! �` i REOUIt EC ” ETBAGK5 - MAIN BUILDING c S BUILDING SECTIONS EXCEED 2/10 OF 1% LEAD. '/ 7$ �\ \� _ I TRUSS pt:ACARD1N(; �O REQUIRED PROPOSED COMPLIES DESIGN DETAILS O� FP.ONT "ARL;)RL;) 40.0' 4ci.4' YES - -- - ' Ic_ IARD 15.0. ' � . YES I .�® DESIGN DETAILS ALLPLUMBlNGWASTE ®YLTON ROW WATER LIMES vao Y ARDS YEsT�&TING$ f06jc CoV_RING DO NOT PROCEED WITH wZ j I iI II II UNTIL SURVEY . . YE5EDFFOUNCL^l rInv JCATION REfiR Y�RI -- - -- - --- - -- - ­----_­_j 'I - PROPOSED STRUCTURAL PLAN ' ------c ,HAS BE;J APPROVED. �w — I --- --- -- - ------777 , I 51 TE PLAN - - I SG_ALE: 1'-0° 20'-0" � I 0� 00PROPOSED STRUCTURAL PLAN ----------- 1 Pa�o ROJECI T: � iI SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN E I5 - - - - - - -- -- -- - v AI ROW Must provide Manuals Blower door .All exterior lighting SUBJECT TO VERIFICATION BY .A LIGL-N5EU I ; S 6 I ®� PROPOSED STRUCTUR!'L PLAN RO ALTOI Y 1 \O Y 1l D, 1 and S as per installed replaced or SURVEYOR. THE INFORMATION and ductwork REPRESENTED ON THIS SITE PLAN 15 TO T'rlr' 1 LOT 7 DESIGN A NYS Energy Code repaired shall Coliform ARGHITEGTIS BEST OF KNOWLEDGE. testing required. to Chapter 172 2. SURVEY INFORMATION NAS OBTAINED Oftlle Town Code FROM A SURVEY DATED SEPT. 17, 2020 I PLUMBING RISER DIAGRAMS AND PREPARED BY: COX NECK ROAD GAS RISER DIAGRAM PETER A. GROBEN MATTITUCK, NY 11952 LAND SURVEYOR P.O. BOX 704 RIDGE, NY Ilabl u.. TELEPHONE: - o --- - - - - --- - - -- - - - DRAWINGTLE: 631 84a 475 \ PROJECT ECT L OCATIO N & < A_ : „ SCOPE \ ` ';..,„ � SITE PLAN ZONING G DAT „ E. 71 As„ AGE: .� �:�; SU�JEGT fi�i�Ofi�Ei�TY „ \ E r' VOIN U 10 :;: DATE: 4/21/21 , ,. \ : t . 1 OF 16 E ... .. .. \ \., .F ..,.,<. , P � °s e e a. \. „ A^ w\ v: e Y s. a p 4 \e 1 f 9 C 1 E. \ E V V P' d n\. \ I l: 3 \ C \. i 6 r \ .a ., jwn­ PIAY 3 2021 o\ LOGAT 10N MAP r- ! SCALE: NTS CARPENTRY WOOD FRAMING MATERIAL STANDARDS -- - - - - - - _ _____ -__-_ -_ _- ,____ -_--_ -_ -____ _ FOUNDATION, CONCRETE, AND MASONRY I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PRC-VENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT '' �7 \ / J� }�I II NOTES 4 SPED 1 F 1 Gf�T 1 ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ABB I `E 1� I AT I O I�lS a PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB_GONTRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - - -- - - - - - --- IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DO',UMENT BINDED 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED - - - - - - _- - T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, „ AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ', _ _ - - - - _ _ _ -- a 8 MIN. FOUNDATION EXPOSURE. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD -LK - �li KIPS-(1000 LBS)- - - - III Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TC WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE ! W 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL I BFE BASE FLOOD ELEVATION MANU_ SPEC.'S ILMANUFAGTURER'S SPEGIFIGATIONS W PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb", UNLESS (1) 2x6 (THIS DOCUMENT IS To MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD I BUILDING - J GENERAL I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS II - -J - - -- �I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. BLDG. --_ - - - - - „ „ „ APPLICABLE AS A DERIVED WORK). MAX. MAXIMUM Q 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM (MEGH. MECHANICAL APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO' OR OTHFRN15E NOTED -- - - - -- -_-_- __ _ EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - - - - - - -- -- _ - -- - - - - --- _= T Al=_ NAI N(5/�TF,AFF N0 REOU I R MENTS FOR - - -_ - -__- HOEaDOI�N DETAILS Y �� }__ �, -- _ L _ h _ I,�I '�I }� I 1=A5TEN I NC SCHEDULE A _ --- - --- _-- - - _�� a. ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER U�L= I FT/ SHEA,-/ 4 LATERAL Y `l I I `>,D RESSTAI (1 - E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS i Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (5EE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, ! LLU T AND ROUGH OPENING FRAMING REQUIREMENTS) it J TO ALL STRAPPING O BE �4 Y. 20 GAJGE -- SIMP50N EQU11/ALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �USE I Od NAILS IF STRAFF!NG 15 OVER PLYWOOD; TYP. FOR ALL ' (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q ---- -- - --- ------- --- - - - - FASTENER SPEC.i j DESCRIPTION __ .I- -------__-.--___- 1,=== - - _-- O FASTENER HOEDOWN A HOEDOWN GONNEGTION A __ - -- - - -------- - - - -- J - -AND aUANTITY SPACING NA L° NC GRID _ FOR NEW $ EXIST. FOUNDATIONS ROOF GEILINO FRAMINO I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd - ---- - ---- - ------ -- --- -- - - --- ----- -- --- - -- ------- - - --- --- -------------------------- --------- ENDWALL -- COMMON NAIL w/o PREBORED HOLES. - ENDWALL CORNER STUD �::...` AT RAFTER TO RIDGE �^ 2 V. n 2.WOOD I5 ASSUMED TO BE VF,#2 a BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL)- - I - SEE PAGE G-003- ! PER RAFTER (3) 2x FULL (3) 2x FULL HEIGHT STUD TRANSFER SHEAR ..... .,._,..,••.. i --------- -- '' CORNER STUD HEIGHT STUD CONNECTION: R.R. SERVICE _- - SEE PAGE G 003 PER JOIST ___ ________ __ _ _ ______________ __ _ __ O CONNECTED HE • • • • (E SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) �_ G G OST TO TOP PLATE TOE NAIL l J TRANSFER SHEAR ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL = ' 'SIMPSON" HDQS I - r HOEDOWN ANCHOR ® 2-Ibd COMMON SEE PAGE AILS ® b O.G. 8 - 3 a d COMMON n HOLES,5Er NEW MEMBER. - - - G 003 11 EACH LAP ...: FOR STRAP . • • I �----------- --- --�I Z N 1^ 4.NO MIXING OF NAIL 51ZES OR TYPES ALLOWED _--__ _______. 2-I6d COMMON NAILS @ EA. END OF STRAP. ' ' ' LOCATIONS NOTED " f NAILS ® 6" O.G. 8 • ' • II ON PLANS i I •, . ..... ,� / I GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP 10 O.G. IF BLOCKED �` • • 10" O.G. IF BLOCKEDGORNER POST FOR ROOF SLOPES UNDER 5:12 WITH �� • • 5.5EE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO CORNER POST G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE W �``" -......."" Y ROOF SPANS d2GO�MONR AILS C� s GRAPHIC BELOWI COLLAR TIE TORAFTER (PAGE-NAIL)- - SEE PAGE G-003- PER TIE --- - J SIMP50N HDQS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY J 00 EA. END OF STRAP FOR ROOF SECTION - BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END d' HOLDOWN ANCHOR ® I I 12.4 PLACEMENT OF NAILS 3 SPIKES 6 TABLE > O LOCATIONS NOTED SLOPES OF 5:12 AND GREATER. GR 4-1. --- ---- --- - - z O O RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON j-- EACH END--- _- J r'I c-I ON PLANS AT RA "TER TO TOP PLATE TO STUD O CONNECTION BI B2 Z y, d. WALL FRAM I NO Z vi CONNECTION: ---- - - --- -- - ,_ HOLDOWN INSTALLATION OPTIONS: -- - - ------- ----- -- ----- -- -- _ __ :- ~ ~ I TOP PLATE TO TOP PLATE (FACE NAIL) l 2-I6d COMMON PER FOOT FOR NEW P. GONG. FOUND.'s -" FOR STRAP - 8 d COMMON NAILS ® .••�••". I I III HOEDOWN CAST IN PLACE w/7/5"� THREADED ROD YYY .,.. • EA. END OF STRAP: N = Ln r t • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s WHEN IN TOWN OF ISLIP OR NAILING J015T5 - EA. 510E O Q ,. :': " • • Note ` GEOMETRY EXCEEDS THAT PERMITTED IN • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON -- - -- - - O '1/5'0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO { • • CONCRETE w/ "SIMPSON' SET (HIGH 5TREN6TH EPDXY :.E3 I4" O.G. ADHESIVE), $ FOR TEMP.'S 0°F-40-F USE 'SIMPSON" AT ;� 13IMF50N # H2A (OR EQUAL) RAFTER TIE II 11J MAX.X. NAILING GRID ABOVE UTILIZE (HIGH STRENGTH ACRYLIC ADHE5IVE) - -- - - - - -- --- j! 16 O.G. ALONG EDGES I I k •fl! « FOR TOENAILING - 3 8 d COMMON NAILS ...."•�..... HEADER TO HEADER (PAGE-NAIL) _ I6d COMMON- ---- ---- - -- - --- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN - TOP or BOTTOM PLATE TO STUD (END NAIL) - II -- 2 I6d COMMON 1 U CONNECTION a I6 PER STUD ' FOR G.J. TO R.R. d COMMON NAILS - - --- -- - W "._.. ; W-1/5"(P THREADED ROD REQUIREMENTS FOR "' ' AT G.J. TO G.J. CONNECTION: BOTTOM PLATE 70 FLOOR-J015T, BAND-J015T, 2_I6d COMMON Ij PER FOOT — V RAISEDAPPLICABLE) ENDJOI5T or BLOGKINO (FACE-NAIL) li 1� 7- APPLICABLE) J ........". FOR EA. PLATE TO STUD ABOVE � OR BELOW I, HOEDOWN 'G' HOEDOWN 'D' _16--d COMMON NAILS '', FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FR,4MINO • Q FOR NEW d EXIST. °"""' FOUNDATION ® ONE STORY ONLY • PER JOIST FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � G2 I • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)iI 4-Sd COMMON (3) 2x FULL, ------ - ------ -------- - -- -I ENDWALL --_.-._--- ----- ON EACH END HEIGHT STUD I BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMM - CORNER STUD i I -- -�I---- --------- . HDQS TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END CONNECTED TO o - --- ---- - - -- -- - ---- -----------— --� -- -•~ - •. �-'- — TO STUD CONNECTION. BLOCKING TO SILL or - - - "SIMPSON" - (3) 2x FULL .-~ . I HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD 1 11 3-I6d COMMON EACH BLOCK -� ! TOP PLATE (TOE-NAIL LOCATIONS NOTED \ � � NAILS ® 6" O.G. � r~ ON PLANS CORNER1P05oGKED I ! NAILS ® EA. END OF STRAP - - ----------- ------------ ----------- ------- 3-I6d COMMON EACH JOIST O G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) Ili_-_- 5---- f s JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST _ ! OR I , F EA PLATE TO STUD ABOVE 4 OR 2-I6d COMMON 'i BELOW - 2 16 d COMMON NAILS f .. o BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOI5T =_ O.C. ,.......... t NAILS ® _.._.....:, B 2-ibd COMMON ' PER FOOT •••�.•"�• AND JOIST TOSILLor TOP PLATE (TOE-NAIL) 1- _ -- - _ - - ! ' ...", s ROOF SHEATHING ...... I ' I' STRUCTURAL PANELS: --- --. _= ___ __ -__ - •. - - — -- -- j INTERIOR ZONE 5d COMMON II b" EDGE / 12" FIELD SIMPSON" STHDI4RJ GONNEGTI ON D I D2 SLID PERIMETER EDGE ZONE 8d COMMON I b" EDGE /b" iFIELD BLOCKING HOEDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON 4" O.G. UP TO q" RAKE O RHANO II VE FOR NEW P. GONG, FOUND.'s HOLDOWN CAST IN PLACE w/7/8"� THREADED ROD ' I • GEILINO SHEATHING , • . rr T J AT T I UD O FLOOR AS SEMBLY TO SI FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s 3 ~ `.t • o 7E:;c / '7/5"cP THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 1 — : L ���GONNEGTION. LL D2 �f, CONCRETE w/ "SIMP5044" SET(HIGH 5TRENOTH EPDXY 1/2" MIN. i I GYPSUM WALLBOARD 5d COOLERS -T EDGE / 10 FIELD ADHESIVE), k FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER o r d COMMON NAILS ® EA. ? I ___-- -_ _____ - -- _`__- - - - - - _ -_ (HIGH STRENGTH AGRYI_IG ADHESIVE) OR 5T12f,P - �J B SPECIFIED ON DI o h• END vi- STRAP (WRAP STRAP UNDER SILL FL) WALL SHEATHING j FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE o a _ _ _-_ _ FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN " •. • I FOR EA. PLATE TO STUD ABOVE 6 OR BELOW - —__ -- I STRUCTURAL PANELS - 5d COMMON - - - _ d COMMON NAILS i � I - - �- -- J ! w/'T/5'� THREADED ROD •''-•, 2 --16 6 EDGE / 12'" FIELD -� GYPSUM WALLBOARD - - --- -- --- - - -- I- --- - -- - -- N `" • A_TERNATE CONFIGURATION - ABOVE STUD TO "" - -- _ _ _ - - -_ _ T' EDGE / 10 FIELD ' CONNECTION w/ # LPT4 SIMPSON (OR �.-. ""�� 8d NA EA(END 5d COOLERS - --li- - ---- --_-'-- -_ W I FLO!� ," NA I L I NCS/5TRAFF I NO W NDON/DOOR HEADER STANDARD/ALTERNA T E°UAL) PLATFORM TO SILL PLATES OF EA. STRAP TO .."". "" EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) ALTERNATE USE SIMPSON H2.5A) - - - - - _ _ NOTATION: - - - - - - " -� - - - -- ----- -- --- - -- 8d COMMON ,I -6 EDGE / 12. FIELD STRUCTURAL PANELS: A NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 15q) CONNECTION E I" or LE55: w - - - - _ _ �R B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B, P. 2qUI • GREATER THAN I°: _--- --- -- -- -- - . -_ ._ - --- j NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 3.230,P. 2g2; ........... • IOd COMMON 6" EDGE / 12!" FIELD I ----_- -- �J �. { ALTERNATE AS PER TABLE 3.23D, P. 2g3) "-~ u __ I �D D - 20 8 WOF MT ABLE 3:d NAILS, P. OcEND-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE :...• .. - - e AT STUD TO FLOOR ASSEMBLY TO 51 LL 1 ALTERNNAILINO ATIVERNAIL N6 SCHEDULES NT5 ARE D ON HALLABE USED WHERE NALLL 5HEATHIN6 NAILIIN6N 15 RIE UGED. a A E - NUMBER OF JACK STUDS ® EA. END OF HERDER(2015 WFGM,TABLE 3.22F,P. 285) j ! FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HleHER PLATES) CONNECTION LG F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) 0 EA. SIDE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.5, P. Iql) f�` SLAB ON GRADE APPLICATION: 2 _ ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED PROJECT: MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED T B OBE REDUCED TO I-IGD NAIL PER SOOT. E FOR STRAP - 3 8 d COMMON NAILS ® EA. II s - FOR ROOF 5HEATHIN5 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH "" / END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ®YALTON ROW FASTENING SCHEDULE B "' "....... USED. j F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 ""` // "'•"•"••"...,• FOR EA. PLATE TO STUD ABOVE � OR BELOW - 7 (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "......•••. _2_ _1 C_ d COMMON NAILS LOT 7 DESIGN A A SII - II'I I NOTATION G D I- F G 1 ROUGH A B -- --- ---- - 4 I{f OPNG COX NECK ROAD � I MATTITUCK, NY 11952 4'-0" 4 1 2 2 2 2 = - OABLE ENDWALL SQL. I G I NO OF ` 0r F LATE - - - E3RAC.I NO/STRAFF I NO DRAWING TITLE: PROVIDE (2) 2 xl0 HDR (MIN.) U.O.N. b-O " - FOR RAKES 12" OR (B) - REQUIRES SILL PLATES Of: 2'x6 (MIN.) BLOGKIN6 2 LESS PROVIDE HOLDOWN, ANCHOR BOLT, I TOP PLATE I 8'-O" -7 2 3 4 4 4 sPUGe TOP PLATE SPLJCE REOUIREi —,5 TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING® I2°O.C.- 4-0" O.G. STRAPPING & NAI - II LING DETAILS LENGTH ALL OTHER GASES ONE STORY SLAB ON GRADE TO AGHEIVE RAKE O.H. - " FOR WIND - EXPOSURES! 4C - FOR WIND - EXPOSURES B$C - I' ROOF FASTENING SCHEDULE -- - -- ! BUILDING MiNlirii�" CLIGE`2`` BUILDING MINIMUM SPLIGE'�a,+ DIMENSION (FT.) LEND-1"H (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) ad NAILS EA.END PAGE: 12'-O" 3-O OF EA. STRAP 4--o ATTIC ANCHOR 5OLT S EGI CATIONS 20'-O" 20 BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.25, P. 15-7-160) 24'-O" �'-O'!F'- 6'-O" BACK® 4'-O" O.C. DATE: 4/21/21 . 3 OF 16 CORNER O" 24'-O" CONDITION 3q" FOR ALL STRUCTURES: . • 5/e"0 ANCHOR BOLTS ® 3q" O.G. 28'-O" •' 32'-O" 6'-D"r'-6" 32'-0" 5'-0" n SECOND FLOOR NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51NO 2-166 NAILS PER FOOT.FOR SHORTER SPLICE Ae°• I. MIN. '7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" �'-O"/!O'-'J° 40'-O" 11-O fr K/ 3 SQUARE WASHERS AND END NUT SETUP; BLOCKING 2 BAYS 4y• " y( ,5;, �� L j PROVIDE AN EQUIVALENT NUMBER OF NAILS END „ 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-01, 10'-011/121-61, BACK® 4'-O" O.G. CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 6 FILL IN EXPOSURE B TYP.STRAP w/(3) n TOP TWO COURSES SOLID 8d NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0 12 O' 15'-O" 60'-O" OF EA. STRAP ;fl HEI6HT5 FOR OTHER WALL HE15HT5,H,THE TABULATED UNIT 2. ANCHOR5 NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 NOTED MIN.SPLICE LENGTHEI6 THE FOLLOWING FACTOR 10-O" 14'-O" f TO'-0" FIRST FLOOR „,-,�.�y 4 PLAN DIAGRAM OF ZONES_ .�•0��:4 /z 3. ANCHOR BOLTS ARE TO BE BETWEEN 6” 8 12° (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): G; 80'-O' 16-O 80'-0 2:2'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 ="y (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS II'WALL - 1.375 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL 1 M15GELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-Uf= GIRDERS OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A ° RE5LOC f<I NO FOR F�LATFOR1� WOOD FRAM I I O Q . -- - WORKING KNOWLEDGE 0= THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - BETWEEN 1/6 A55ENIBL.Y R*'.QUIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) o CONNECTION 4 1/4 OF A WHEN 0I11?DER5 MADE UP OF JOISTS NAILED e LLj DESCRIPTION TOGETHER 51DE BY _IDE ARE CONTINUOUS OVER J BLOCKING UNDER LOAD BEARI NCC NALL PATTERN THREE OR MORE SUr PORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES ` MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER 1 AS FIRE-STOPPING. Q A l2)ROWS IOd NAILS a 1211 O.G. HE SPAN LENGTH FROM AN INTERMEDIATE . t NON-LOAD BEARING NALL OFFSET FROM SUPPORT II - �' 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST 5U PORT. NO TWO ADJOINING JOISTS NOR MORE STUDS STUD IIB (3)ROWS Iod NAILS a 12 O.G. SERVES A5 FIRESLOPPING. SUBFLOOR P` THAN C'�lF.-. THIRD THE TOTAL NUMBER, ARE TO BE � O :(2)ROW5 1/2" Q BOLTS a 12"O.G.5TA&SERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� SUBFLOOR DBL.a ENDS f PLATE SERVE A5 FIRESTOPPING. -� G TWO-PIECE SOLE PLATE BUILT UP 61RDER P MAX. 32" NAILING: I D (2)ROW5 1/2" m BOLTS a Ib"O.G. ! c - .II I ''' CONSTRUCTION: THE DOUBLE - T>rd0-f'I GE GIRDERS ARE TO BE NAILED FROM ONE II 4. FOR PLATFORM FRAME GONSTRU SOLE PLATE J J015T SERVES AS FIRE5TOPPIN6. E I'(2)ROWS I/2' m BOLTS a 24"O.C. SIDE K ,H IOd NAILS, TWO NEAR EACH END OF II 0 (2)ROWS 3-3/8' TRU55LOGK SCREWS a 12"O.G. BE/4 OF Ab OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL III it Ii 11 I tj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING E-AGH PIECE, OTHERS STAGGERED WITH A DISTANCE F 7 I OR OF NONCOM-BUSTIBLE FILL. Z - k III 5GREWED ON(1)SIDE OF MEMBER LIVE; OR GIfi�DERS ARE TO BE NAILED FROM EACH (2)ROWS 3-3/8"TRU55LOOK SCREWS a Ib"o.c. P SICZ w/ ICd NAILS, TWO NEAR EACH END OF EACH 1 II`1-.-`l------8-- i:a,l ---i- I' III'I b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O . 6 t III AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = SCREWED ON(I)SIDE OF MEMBER _ ___ " - -__ J�15T, OTHERS STAGGERED w/ A DISTANCE OF 32" (2)ROW5 3-3/8"TRU5SLOGK SCREWS a 24"O.G. H P BETWEEN NAILS IN A HORIZONTAL LINE. -r JOISTS SERVE AS FIRESTOPPING. - SCREWED ON(I)SIDE OF MEMBER THREE-PIECE - - Z " JOIST — _ "T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q MAXIMUM OFFSET J (2)ROWS 5"TRUSSLOGK SCREWS a 12"O.G. BUILT UP 61RDER MAX.52" THREE-RECF GIRDERS ARE TO BE NAILED w/ 20d II jI I I - 2 INCHES OF WODD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d ,SCREWED ON BOTH SIDE OF MEMBER P --- c I II' 1 _ .I`I MATCHED SIZE OF BLOCKING NAILS Ot, EA. SIDE w/ TWO NEAR EA. END OF EA. 4 "I =, SERVE AS FIRE5TOPPING. UNDER NON-LOAD BEARING FIRE5TOPPING AND K I(sc D ON BOTHLSIGDE of MEMBER O.C.OcPIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE I h aJ' I I j 11 I W PARTITIONS ® 52"EA O.G. BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I II-a II-, i' 3 8. THE HEADER SERVES AS FIRE-STOPPING. J STUD II I J OO (2)ROWS 5"TRU55LOGK SCREWS a 24"O.G. BETWEEN 1/b L SCREWED ON BOTH SIDE OF MEMBER 3 I/4 of A THAN 32." BEl'WEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH YvOOD BLOCKING OR THE EaUIVALENT SHALL O DOUBLE PLATE G I I,I I I ', III, it BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z O C4 _ GE I L I NC BRACING NC NQS FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS - - _ P - STRINGER TO SERVE AS FIRESTOPPING. J r'I CABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER THREE-PIECE O GANTI LES/ RED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON L �HOWN, F.ND t`dAl ED w/ 20d NAILS AS SPECIFIED h I I II IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z >- 4 I FOR THE T�IR-E PIECE GIRDER. I E CONNECTION PATTERN B WHEN 10"OR LARGER P I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH _ r --- I APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIA Q z '� /STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR PIECE ANC'HORING: 2 -0 OFFSET FASTENERS I/2"FROM ONE SIDE To THE OTHER BUILT UP GIRDER Tl- HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH �' J N P GIRDERS A, L- O BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LL W (fl 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS 6ABLTEREU55 MASONRY PIER5, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING Ln w rI / LATERAL BRACE a b'O.G. BOLTED TO 57EEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE=STOPPING SHALL BE 1` Ln $015D LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q 2) IOd NAILS TRUSS OR G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r"I J O J� I I/�' J� �` I I I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `l A I L I `�O F I I TERNS FOR D LOADED S E A M S (I o . FLUSH S E A M S) NONCOMBUSTIBLE LATH, EXTENDING TO GH I MNEY FACES, WILL SERVE W NAILS -LOCATIONS REC�UIRUN6 FIRESTOFPING- AS FIRESTOPPING. 10)8d FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING - STOPPING FIRE- STOPPING FIRE- FIRE- SpLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, I, STOPPING 5TOPPING W MULTIPLE-PIECE MEMBERS JOIST w Sd COOLER NAILS 10"O.G. NAILED' BOLTED' = J $LOCKING 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL U J 'I` 2 ROWS Ibd ', 3 ROWS Ibd �'� 2 ROW515" I 2 ROW514" 2 ROWS Yz" N/(4) Iod NAILS COMMON COMMON BOLTS a 24" ! BOLTS BOLT5 FIRESTOPPIN6 WHEN • • o.c.srAe�eREv' GOVERIN6 15 APPLIED ' e 12"O.G. a 12"O.G. a 12"O.G. o b'O.G. -- - - TO UNDERSIDE OF 20 a. STRAP i I, Q STUD g TW4�RCI^S 12"O.G. THREE ROW5 12"O.G. GYPSUM BOARD DOUBLE PLATE * Sd COOLER NAILS a Io" O.C. (1O) 8d NAILS BEAM SELECTION W 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 lolsr5 NOTE: ENDWALL STUDS A5 NOTED IN NOTES •7 4 8 LOCATION 4 . S JOIST SHALL BE LOCATED DIRECTLY3 NONCOMa�srIBLE L-TE�� � z� DENOTES ALT.FOR USE OF DRYWALL SGREW5 FIRESTOPPIN6 LOCATION --�-- SOLE of ORDER y '''�:'^' ,•'•. OVER STUDS, UNLESS TOP PLATE IS 4' a EDGE/12"® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 5GREW5#6 - lYa" TYPE W OR 5 FIRESTOPPIN6 LOCATION Ea 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROI`!5 24"O.G.`='FAA:—�R�ry TWO ROW5 6"O.G. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR S"1"UD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O Y ERLA I D ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". I'''' ATTACHMENT © VALLEY 2"SPACE NOT 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. II I I TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE U5ED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6. LOCATION 7 STP,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: - ` T 2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LE55 FIRE5TOPPIN6 STRAPPING w/ 4 ed NAILS LOCATION 8 LOCATION a a EA.END a R.R. 6.B ROI-15 OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS OF 14",Ib"4 16". I FULL WIDTH LOCATION 10 i II I 2"x BLOCKING O th GONSTRUGTI ON DETAILS WIND LOAD FAT�H GONNEGTI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF - ---- DECK FOR STRAP"IN5 INSTL. NOT TO SCALE I NTERSECT I ON DETA I L EXIST.OR NEW R.R.BELOW NEW R.R. SET i UPPER TOP PLATE LAPS `} Iod ONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s I II .I 'I ALIGN NEW 4 EX. R.R.AS SHOWN _-- K I NO STUDS I II I PLAN VIEW I I I I NOTE: SIMILAR a 'SHED' WOOD JOIST WOOD JOIS ROOF,R.R. IN LINE GRI FPLE STUD_ BLOCK I NG JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR --_INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS C I RDER/HEADER JACK STUDS WOOD GIRDER ---- .—f-- - }----a--- - -I- - --- j MAIN MEMBER WOOD JOIST J1 W -- w i - �. w I� Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH GIRDER/HEADER T1'P I GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMS DIAM.X5 APPROX. 30° w/ THE MAIN MEMBER 4 STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, R®YA LT®� R®�V I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'S AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN 7 r MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST LOT / DESIGN A SIX TIMES THE DIAM. OF THE NAIL RAFTER - 5. TO AVOID 5PLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD - - ----- ---- - - WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE 80TTOM PLATE COX NECK ROAD IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE IiIIATTITUCK, NY 11952 GH I M. CHASE SECURING @ STD. SIDE WALL • DRAWING T-I_TLE -__ _- - NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (5 M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) u w PAGE: TOP PLATE a o 4 W ND RESISTANT CONSTRUCT I ON CONNECTORS GHIM. CHASE WALL �z Q v - - - - - - - _ _ - , o _0 0 A 0 CONNECTION LOCATION: PART NUMBER: NOTES: ��� � I iIII ■ o ° Q RIDGE-TO-RAFTERS C520 © 2I " APPLY TO EACH PAIR OF RAFTERS is o J ® RAFTLER-TO-WALL H-7 APPLY TO EACH RAFTER - n a w z DATE: 4/21/21 4 OF 16 ROOF o o a RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER RECa'D BLOC PLATE-TO-WALL STUD C520 © I8 - } TO ALIGN w/ STRAPPING 4 Q II APPLY TO EACH WALL STUD , F 111 �v'��. .d s o } c' a EA. LEVEL ABOVE N w Y _ II �'a � .,. 6• sf THI= FIRST FL. ® -Q K 2ND. FLOOR WALL- 1 O-15T. FLOOR WALL LFTA or G520 © 56 APPLY TO EACH NAL_ L STUD . cFLOOR/GL6. HEADER-TO-JACK STUD II G520 � 12" I APPLY TO EACHJACKSTUDlie `°��'�� �,,�,; _,I� CRIPPLE STUD-TO-HEADER H5 j APPLY TO EACH CRIPPLE STUD w; SHEAR NALL HOLDIDO�IN ANCHOR SST816 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE �. �� ��C�� SIDE VIEN PLAN VIEN - (USE NI TH 5" SQUARE- NASHERS) . USE THE FOLLOWING OF, APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES R'__CO'l'-iENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E `FERAL S I t-vIE30L ISE I : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT r WOOD FRAME (L.G. STE. LLI WHEN APPLICABLE) _I W EXISTING TO REMAIN NEW WOOD FRAME (L G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL 1 WOOD FRAME (E STL. OR .G. PST FO4" WALLS 1 D 0 -, WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL p POST FOR 6" WALLS), U.O.N. 1 N N-� ~ NEW 2-HR FIRE RATED d WOOD FRAME (L.G. STL. to WHEN APPLICABLE) - >- ` Z O z FOUNDATION PLAN NOTES . W TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O NEW MEGH. ROOM: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD II Joo d SILL SEAL 1. NEW FURNACE (RHEEM PRESTIAGE SERIES 4 i • ANCHOR BOLTS AS PER PAE3E 6-003 TON)B RHEEM GA5 WATER HEATER TO THIS - J • P. GONG. FOUND. WALL AS PER DETAIL UPON LOCATION -°, — RI ER WALL o Z Q Q 2.INSTALL AS PER MANU. 5PEC.'s ui 4'-II" 5'-3y2" I D t • P. GONG. FOOTING A5 PER DETAIL 3.F.A.I. THROUGH WALL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLU THROUGH WD. FR. CHASE z � 4 • B.O. FOOTING 3'-0" BELOW GRADE MIN. • I/2" EXPANSION JOINT ® PER:IMETER OF SLAB (WHEN 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF MASONRY i I � MECHANICAL UNITS AS PER NY5 MG 306.1 PATIO ABOVE Z Z ' Q Z � APPLICABLE) b.MAINTAIN ALL APPLICABLE VENTING5 • AIR ENTRAIN P. GONG. FOR PORGHE5 /PATIOS / CLEARANCES REQUIRED PER NYS MG 504. 2 W W Cfl STOOPS (WHEN APPLICABLE) -f. DISCONNECT,REROUTE, d RECONNECTA-401 D - D Ln t-I Q 25'-3" I � N 1` • MASON To ACCOUNT FOR FIN15H STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS READ, O Lo FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: "' iv I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY COMPACT O J Q "DUROGK" (OR EQUAL) EFTS;FPROVIDE 6-4y.2 ® HOEDOWN: 2. FOR WD. FR. GLC. AND/OR WALL5 - PROVIDE (1) 1 HOEDOWN 'BIAS PER PAGE67-005 E -003 LAYER OF 5/bW/STONE FINISH --r" TYPE "X" GYP. BD. UL U505 (OMIT ON 3" GONG. SLAB 12 D I W � _ $ �- r O __-I-- N - - CONC. WALL5) dJ - - - - HOEDOWN: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER ®MANU. _ - - - - - - - 2B 5PEG.'s AND A5 PER NY5 MECH. AND FUEL GAS GODS _._ _N _ H HOEDOWN IDI A5 PER PAGE 6-003 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT I _ IT CONFORMS TO NYS MEGH. AND FUEL 5A5 CODE I TYP. STL. COL.: 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE _ O FRESH AIR INTAKE FROM EXTERIOR N - -- - - _I SEE NOTED DETAIL AS PER PLAN - - - -- - -- - I' 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH -i. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH --- -- 6B - --- 24"x24"x12" DEEP P. GONG. PAD FOOTING- f IT —I --- --- I �� • . 4� a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - AS PER NOTED DETAIL (TYP.) ----- CLEARANCES A5 PER CODE 24'-10" q. PROVIDE 3" FLOOR DRAIN B CONNECT TO EXISTING SANITARY SYSTEM AS PER NY5 PLUMBING CODE 4B 42"x42"xib" DEEP P. GONG. PAD FOOTING AS PER NOTED DETAIL (TYP) FREEZE PROOF HOSE BIB: 4'-0" �., 12 FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 14 O24"x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER NOTED DETAIL (TYP) JOIST HANGERS (WOOD FEUSH/UPSET BEAM): 13 PROVIDE SIMP50N MIU2.56/I I FAGS MOUNT HANGER ® EACH - BASEMENT I n. F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS UNFINISHED I 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.W.M. UNHEATED 6B O3 m I,g01.O S.F. REINFORCEMENT A5 PER DETAIL � i 4" THK. UN-REINFORCED P. GO1�1G. SLAB FLOOR DRAIN: EXTERIOR 5" UARDED FLOOR DRAIN w/3 TRAP 5 � —_ 6B 14 GLIDING BASEMENT WINDOW 15 NAVIEN WATER HEATER MODEL NPE-SERIES O PROVIDE (2) 1.'75"xll.b-I5" 5.P. :2.01E LVL HDR, FLUSH w/F.J.; O (OR EQUAL) u; ' ATTACH I-JOIST TO HDR w/SIMPSON IU52.56/11.55 HANGERS cy r D RHEEM 115,000 BTU GAS FURNACE in o 2 — -!2 w FIRE RATED DOOR: Ib N N J MODEL#Wg5TG1151524M5A (OR EQUAL) O 3QX6$ 0.'75 HR. SELF-CLOSING STEEL DR. � •� ( _ -__ __ 10 � •. •• t'_ i i i — _ SINGLE SPAN STRUCTURAL MEMBER: 1� ELECTRICAL METER: 5 ._ a ..� _ _ _ _ _ Oq STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS REMOVE b RESET EXIST. ELEC. METER AS PER _- i -- PROVIDE 4" <; ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY NYS MECH. CODE, 6 UTILITY CO. STANDARDS _ ABOVE INDICATED POSTS. I T 6 „I „ „ _ FOR A/C AB �t ELECTRICAL PANEL: !Ib) RI ® t 8-31/2 8'-3y2 8-3y2' 8-3y2 10 BEAM POCKET (TYP.) IS NEW ELEGTRIGAL PANEL LOCATION;ALL O 14) Tr 'V ±10" UP - INSTALLATION AS PER NY5 ELEGTRIGAL GODS CONDENSER � I I OGAS METER: Iq A5 METER REULATOR/VENT I N MOVE b RESET EXIST. 6 2 2 AS PER NYS MECH. CODE, FUEL GAS CODE, 8 UTILITY CO. STANDARDS. GAS METER SHALL BE POSITIONED ® GRADE ! 5 _ SOIL BEARING CAPACITY NOTE: '" EGRESS STRUCTURAL DESIGN OF FOOTINGS A55UMES A - N SOIL BEARING CAPACITY OF 1.5 TON5/5.F. WINDOW w w/WINDOW iv I 4 WELL O I e I IA-401 v I ' T > Iq Lu FIRST. 7 -- ---- D L.FURN. —� �---- i b 0 F_ VENT 16 5 -- - -- - - -- ° MECH. ROOM 65 I 1 [0-12--4" I PROJECT: - PANELR OYA LTO N R O W la m 6 3y2 6 3y2 1—b 3y2" LOT 7 DESIGN A T � T W.H. L -- I I -- a COMPACT • BACKFILL IN b" I _..____-_ ' LIFTS;PROVIDE - -- COX NECK ROAD Q 3" GONG. SLAB MASONRY u. W/ STONE FINISH PATIO ABOVE MATTITUCK, NY 11952 S I - 14 DRAWING TITLE: 14 o U3 PROPOSED FOUNDATION PLAN A-401 ° ° - dJ i b" P. GONG. D RISER WALL Ul Y ° PAGE: VA A 1 0 0 L N q'-4" 2'-10" DATE: 4/21/21 5 OF 16 I-T'-3" — ---IS'-2"------------— FROFOSED FOUNDATION FLAN P,.• �,.w y Fol f Fi ` t ! OF 2,06 2 S.F. GIROSS AREA 50ALE: 1/4" = 1'-0" 3Ez;. 0ENERAL `IEA - I0� � ----- , 34'44 12'-8y2" Q _ NATURAL LIGHT $ VENTILATION EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. (HABITABLE SPADE) J _4Y2 :2"6'-4y2" W WHEN APPLICABLE) ----FLOOR AREA 2 -- EXISTING TO REMAIN 84 S.F. ' ,� J NEW FOUNDATION WALL o _• .- NEW WOOD FRAME (L.G. REG.- 5-fi'-FROV.1 fJ O tl 5TL. WHEN APPLIGABLE) LIGHTING;MIN. 8% NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL of FLOOR AREA 2:2. 5_F, WOOD F (L RAMS .G. 5TL. R POST FOR 4" WALLS 2 2B 0 r Wxb49b of FLOOR AREA WHEN APPLICABLE) (MIN. (2) 2" " STRUCTURAL VENTILATION;MIN. 11.4 S.F. 15.0 5.F. I- P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED -� II'-2" 4'-O" - -- 26-7" i'1'-11" IL WOOD FRAME (L.G. STL. WHEN APPLICABLE) 2'-I" 3'-O" b'-I" - -4'-5�2:: �L------- - -8'--fy2" 2'-3y2" b'-O" 2'-3y2" 2'-lOy2" 3'-jy2" 12'-0" 2'_-�2„ Z III,I O FLOOR PLAN NOTE5 of D D Z I Q O DOOR NOTE: O NEN LAUNDRY WA DR/DRYO�OOK UP ', �- _ ^'.. cu W I I. INSTALL NEW INTERIOR DOORS WHf.N GALLED 1. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. 11'-10 15-200 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REC S PER MANU. J C 4 C 4 C 4 » Q 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEC.'s Z Q 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: -- 0 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR T BATHROOM#I _ � it � � Q, ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY D 118.8 S.F. �) z �. 4 STAIR $ RAILING NOTE: 3.DUCT OPENIS ZE AS PER MANU. = r - - -- - - --- - - - - Z CN CN O I. ALL NEW STAIRS SHALL HAVE MAX.-1-3/4" RI 4.DUCT SHALL BE EG2UIPPED w/ A BAGKDRAFT DAMPER -- -- -- - - ----_--------- N �9 d MIN. 10' Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN5 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO LL W Q '-6 2" 6 -- -- - - ---- LO � r-I 4 4 U NOT TO ALLOW PASSAGE OF A4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 36" HIGH HANDRAIL S SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO \ 4_p H _j N TO ALLOW PA55AGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED rq VE m 4' 0 Q Q O 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCT5 SHALL BE MIN O.oib" THK RIGID = 03 METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS ; BEDROOM #I WOOD FRAME STAIR: 02 DINING ROOM A ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST N 25'-0" _____ _ - 284."1 S.F. IS'-6" 131.6 S.F. 1. SEE NOTE ABOVE FOR STAIR 6 RAILING INFO. 2.RAILINGS SHALL BE WODD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE ' ~ 2B 1. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.RAILING SHALL BE WROUGHT IRON OR &ALV. 5TL. FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 110° A = J FASTENING SHALL BE A5 PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT AS REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. UJI 3.5EE FOUND. PLAN B DETAIL Oi COATINO Qu . NEW FLUE: SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO Q A O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS • Re SM/CO - SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'S - PROVIDE NEW NO. FR. ENCLOSURE w/ :-; HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1/2 COX PLYWOOD t SIDING AS NOTED - "CHASE N SECURING ® STD. 51ME WALL" ON PAGE 6-004. 2.INSTALL ALL AS PER MANU. SPEG's � P' 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM" (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT 4'-b" FLOOR5/WALLS/0EILIN65;PRODUCT CONFORMS TO ASTM 2 GAR GREAT ROOM _ E 814, A5TM E 84, AND UL 14-711. GARAGE" II 444.4 S.F. WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY iv p 5Q1.0 S.F. WALK-IN GL. 5, O I. ALL NEW WINDOWS b DOORS 5HA-L BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". {] , a 400 SERIES CASEMENT,DOUBLEHUN6, OR GLIDING N \ h-4'-0" (A5 NOTED); INSTALL AS PER MANU. 5PEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4 _ SUBSTITUTIONS, SEE NOTE #11 IN "6LA5S WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL 05 _-- --- I AND DOORS ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOWS - ALL CSMNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECK CODE SECTION j STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS r�+ „ B t EN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE Fire FEpI'at1Olt 4-D b-� I 2812SH5 . 11 TILT WASH = I - • f NEW ATTIC AGGE55 PULL DOWN STAIR .+ O {I6) RI ?.6 --- O 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. Te(;u1POd c:8 per � UP 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. -� / - ® tl0' - - - 1 - = 4.5EE PAGE G-003 FOR FRAMING ELEMENTS AROUND OO I. MIN. 350 # CAPACITY O � (14) Tr, WINDOWS (TYP. FOR ALL) U.O.N. - NYS Code I - - � I u� - 22'x30) - _,. EGRESS NOTE: 3.0.'15 HR FIRE RATED A-3o irm _ N IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING CODE, SECTION 8310.2.1;THE FOLLO'o11N6 MEANS OF 5. INSTALL A5 PER MANU. SPEC.'S b.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 �' EGRESS SHALL BE FOLLOWED: p `I NET CLEAR OPENIN6........... 5.-1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM O 8" SQUARE STRUCTURAL PERMAGAST COLUMN 5M/CO B NET CLEAR WIDTH................. 20' MINIMUM - --- -- - TYPICAL PLUMBING/HVAC SHAFT: L�01.3 DOOb PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD ' 4 4 rl' DN 44'-8 I 1 I RHEEM 4 TON AIR CONDENSER MODEL NO. + - _ RAI645AJINA (OR EQUAL) b HALLWAY ➢ $ 14 6/t/:2 M FN- I i I p 27'-11" i fJ �1 Q 10LU = PARLOR S.F. p ' O POWDER O V -- - O ROOM a CD O 34 PANTRY - - - - -1l--- --r------- -- -+-- 42.0 S.F. 11.4 .1 S.F. w MUPI j C b0 ROOM ' 4 G 4 G 4 4 .. I _01 PROJECT. ---- „ 7 by: 2-6 b.-O., I�®YA LT®N 1 \® Ff Y 4'-11' 11'-2" 3'-4° Q'- "- 8'-4y2 4 11 a LOT 7 DESIGN A I ----- -- j - --- - �, COX NECK ROAD ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "5-OG3" FOR NAILING a DOOR SCHEDULE �� MATTITUCK, NY 11952 STRAPPING DETAILS. 2 2B j I , MATERIAL ' € f WIN170W CHART I DRAW NG TITLE ( EGRESS TAG DESCRIPTION DOOR QUANTITY - - NOTES -- -- v d -- ", TAG TYPE MODEL # I ROUGH OPENING WINDOW DIMEN5I0N CLEAR OPENING , PROPOSED FIRST FLOOR PLAN IU HE1 HTHPTH 8RE0'D:2O" O WIDTH HEIGHT WIDTH HEIGHT EN REG2D. 5."1 S.F. .._ � I : f EXTERIOR ...- _. � A DOUBLE HUNG WDH24410 r 2'-6 �" 5'-O � " 2'-5 �" 5'-0 f fl I II OI DOUBLE 3-O x-r-O 2 a • I (2) FIRST FL. j', B DOUBLE HUNG VCH2432 2'-6 k, 3'-4 j" 2'-5 g" 3'-4 A" 5'_p AGE 1 P -- jll �=^ - I G DOUBLE HUNG WDH210410 3'_0 " 5`_O " 2'-I I J': 5'-0 (2) TEMPERED ff 11 02 SLIDER 12-0'X7-O I • (I) BASEMENT D DOUBLE HUNG WDH21056 3'-O 5'-8 2'-II 5'-8 EGRESS o e 03 SINGLE 3-O X7-O 3 • . I (1) FIRST FL. I �„ 4'-O J" 3'-Ii " 4'-O g" TEMPERED I (I) SEG. FL. E PICTURE WPW310310 3'-11 .. ._..... ... _..........._... ! _.. .._...._..... ._. _ ._.. ._.. _ .... .. PROPOSE,) FIRST FLOOR PLAN d INTERIOR - COLLAR F TRANSOM WTR21021 3'-0 " 2'-3 " 2'-II 1" 2'-5 5" :J DATE: 4/21/21 SCALE: 1/4" = 1'-O" 6 OF 16 _ ----- - - _-- .. O."75-HR FIRE IE 8.. �, 2,058 S.F. HAE3ITAE3LE SPACE; 2,680 S.F. CROSS AREA 04 - SINGLE I ! r G PICTURE WPW56410 { 5'--1 J 5-0 J 5- r 5-O ` TED .. H ! TRANSOM WTR56111 j 5'--1 J„ 2'-1 J" 5'_-7 1 2'-1 b (2) FIRST FL. INTERIOR _ _ I r T 05 --- SINGLE - 3 O X7 O 4 - �- • I illi DOUBLE HUNG WDH34410 5'-& J" .I, �S � � r:� -- 2 5E FL it Ob SINGLE 2-8 X7-O I r FIR FL J PICTURE 34510 3 b 3-� 6 TEMPERED --- = '' (I) ST 2 FIRST FL. i WPW - 6 -O O 01 SINGLE 2'-64X7'-O" 5 ( • O K r -a r ( ) SEG. F E HUNG WDH55410 3-1 - 3 g - TEMPERED it'µ id ajk 3 L. I, ISI y II (1) SEGS FLL i I • L ��, DOUBLE HUNG WDH21042 i 51-011, 4'-4 b� .2'-I I F, 4'-4 I 2 4X"1 O I� I 08 SINGLE � Oct l DOUBLE (2) SEG. FL. M DOUBLE HUNG WDH28410 21-10 5`-0 " 2'-a 5 F' 0 :] i IO N ARCHED AFFW6006 5'-II „ -3 5,-Il I,_3 fb (U SEG. FL. I L.._..._..._.._.._--__----_...__ .. . .__.- .. - 0� POCKET 2-8 X7 O � 2 • t I (U FIRST FL. 11 POCKET2-4 X7-O 3 • (1) FIRST FL. l (2) SEG. FL. OEI FERAL= <E� : NATURAL L10H7 e VE\_-- ---- Ic�N13- `� ' IHABITABLE c-f < _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FLOOR AREA 331 S.F. WOOD FRAME (L.G. 5TL. Q ; WHEN APPLICABLE) N W W EXISTING TO REMAIN 90 RECD. S.F. PROV. O J I NEW WOOD FRAME NEFOUNDATION FOUNDATION WALL OIF FLOOR AREA 26.5 S.F. 51.0 S.F. w Q 5TL. WHEN APPLICABLE)ICABLE ) VENTILATION1 MIN. 13.2 S.F. MIN. (2) 2"x4" STRUCTURAL R Iq.O S.F. NEW I-HR FIRE RATED ❑ 4% OF FLOOR AREA Q WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS (MIN. (22"xJ WHEN APPLICABLE) ) b" STRUCTURAL 11 POST FOR 6 WALLS), U.D.N. NEW 2-HR FIRE RATED 2" 2'-qy2" 3'-Ily2" Q ` WOOD FRAME (L.G. 5TL. NATURAL LIGHT 4 VENTILATION n- WHEN APPLICABLE) (HABITABLE SPACE) 16'-4" D D >- 1 z FLOOR AREA 188 S.F. BALCONY c>, _ FLOOR PLAN NOTES % REO. S.F. PROV. 1(t3.3 Z \J GA bI Q LIGHTING;MIN. 8% 15.0 S.F. 43.2 S.F. 03 -- - OF FLOOR AREA DOOR NOTE: NEW LAUNDRY ROOM: W O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH / DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR E:C�UAL). 2.COORDINATE LAUND. ROOM S DOOR DIM.'s VENTILATION;MIN. 4'-O" 15'-2" 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ SIZE OF EQUIP. 4% OF FLOOR AREA 7.5 S.F. 21.6 S.F. BENCH o7 K 4 K „_ J OO 1 1 3.PROVIDE HOOK UPS AS REQS PER MANU. '¢ __.,,.,.,. ..__.::..,,. ,:,.w .:::,t,..�.,. -.-.,�{w.;,�.,..,,_,....,-.,_.,,,,,,. -.:,.,<.. ,,,.. �,_._ �_,_„__,,..,,.,.,_.,, OUT ON PLANS BY THERMATRU (OR EQUAL. ---- > 3.DOOR TYPE TO SELECT ? BATHROOM#2 AS PER MANU SPEC.s 4.INSTALL 3.PROVIDE (2) 2"x5" HDR., U.O.N. DRYER EXHAUST NOTE: n=-___,._,,__ 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 3-� T-� �' O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0FROM ANY E f� _•-___ .�_-. OPENINGS E _ ,_ ,, �.::�=:_=:� _�_�w_T=�.��,,..,,,._,.._..__ __..__.-__..__.._._ � ,J CV 1 - 6 O VANITY LL STAIR 4 RAILING NOTE: 3. DUCT 51ZE AS PER MANU. LIIJI CD - -,:_. --„ „_,,,,.__., - t E t ,.::..tayx...v v::•Y.^.a..,:p,:::xct:..,..;«......_...,.__.:xu.,_m»„x.�.�>u�smv^5. _ ,_ ,.,. ... _w^Tttt.......^ .^p-,.._.w- v.icY,x attL,P.._..^^r^^.Stv�N.a.^.... .n......................w.'r+:+...._ ^sa,^,^. 23 4 RI HA BE EQUIPPED w/A BACKDRAFT DAMPER MA. . 7 DUCT SHALL __,_.,_,__,,,._..__._„_,____,,_,,.,__,_„_,___ _____ NiW IRS SHALL HAVE / 4.D I. ALL NE STA E € E to � rl S MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN ; 12. 3 Il G x { •�'�-.x......»... mauxm^mcu-• xzramr.,. max. ...,ssa 1 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO { GING GO _._..._...,.._,,.,.. ..,,. _....._...,___. ........................._,,,,,._,._._, ,�•���� .y��-��� 42 HIGH GUARDRAIL � SPINDLE _PA NOT TO ALLOW PASSAGE OFA 4' 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM HS NOT TO „ „ •,,,, INCE ENGT SPACING NOT SHALL BE LIMITED TO 5 L L , 36 HIGH HANDRAILS SPINDLE -3. - -TO ALLOW PASSAGE OFA 4 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - IS' Ei' ---- --3-�2 2" ,, __. ... " �._. <"a - ,_K... -----. �<:, . .._, W S PER GORE IN ACCORDANCE WITH UL 2158A. _ - 3. G8IPPABLE RAIL A 4 _.....,,,,. -,,,_,,..,................._,. .... ,.,_......_,,..,,,__-___._.._.,.,.,....,.,,,....,..,,...._..___..,_,_.,.,._..,_______.,.,, _______„_.._..,_,,.,_.,__ _____,,.._,_,.._._........,_._,..,,.,,,,,...,,..,,.._.. ._.,,.,,,,.,,.._.... _,,,.,, ,_. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r 4 N BEDROOM #2 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS m ' 331.0 S.F. , -- --- - - - -- - - WOOD FRAME STAIR: CL a - - RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I. SEE NOTE ABOVE FOR STAIR S RAILING INFO. r _ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL _._,,,,,,,,,,,,,_, __._,_,.._,.,_,_.,.._ __,,.,,,,,.,,,__ _,__.__,_,______ r___ _ 2.RAILINGS SHALL BE WOOD OR PVC. --- 1 _ _.. _, _,_,_, ,. -NATI:JR�iL-�L;ICF'#T-$==VENT1=L=AT}LAN=--=_.._m_...,�_��,,vT,..,.:,.,,,_,____.,_� W SCREWS O WALK-IN GL. -• _.__� . .. � 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER G OG ---,-,_---,.,_,___.._---__- ____-,_,_ ___, _.. , _ ;k r __-- -;W--;, --vw:,-:,._...,._, !-IAB�:3ABL : PAG - ----- - C� CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE O 34.1 S.F. " S NOTEDMAX. NGTH OF THE DUCT SHALL BE REDUCED 2.5 1 - •... - -_ _ _. --- _ L ......... .. ,._.- __._... __,,, __ _ _ _._ m. U 2B I. TYP. 42 RAIL A M ........._.._ _ ...................................._.,.,.. _._,,....,..,.. _._.,..,,,.,,,, ........,_,,..,,..,_,,,_,_,..,_..,.._„__., _ J O 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° -, --- FASTENING SHALL BE A5 PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - 3 N # _._..._.._....__•__ _ _ cy __,._,._.__._.. BEDROOM 3 2 I - EXTERIOR GRADE PAINT AS REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. _ II _ _ _._._ _._._._.... ;F;�R�jV _ - - -mv - m - COATING O� 188.6 S.F. O _,,,__,.., if.C�HTtNG;:::MtN•:..P96..,,,.,. ::_::_.__ :.:.........::. 3.SEE FOUND. PLAN SDETAIL - - - «..._._..,_............... ,.is 5 NEW FLUE: ' � ;, _� -li -�---- "FLLUOR-AREA �.- � __.._ ,r;T ATTACHED TO „I __ ,__,_„_„ FLUE A „_._:,,,_._ ._�--,:_..._.---v---_-- _-.---._,,-----W.__�__;___-._ _.._____..._._ ___„__..._.._ __________________„_..,,,,,,,,,,,___., SMOKE DETECTOR / Go DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE --- 3 D GORE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS `1 3 ALK-IN G -_ I. CONTRACTOR SHALL PROVIDE O _ I c - ____ O;p : -=11.x✓ 5':F: _ =_= _ ___. _ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.s PROVIDE NEW WD. FR. ENCLOSURE w/ I�f.3 .J.r 4915-OF-FLOOR AREA I/2 CDX PLYWOOD S SIDING AS NOTED CHASE """""� - Mm"-- - - -�- < � HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 11 � 1 _,______ ,___,_._..___.,__.,,,_._-...._._._.... _,__._,...___ .__..-.._-____._____, _._. _______..,_ _ ____,......_...,.__._.___,._,,,,_.__, _.__,,,,,,,,,,,,,,,,____, _,„_____,.,.,,__ „ 2.INSTALL ALL AS PER MANU. 5PEG.'s 5EGURING ® STD. SIDE WALL ON PAGE G-004. • t'r 2.PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR cV 5M/GO I • _,, �». _„__. _._„ - .._.... ,„ 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT FLOOR5/WALL5/CEILINGS;PRODUCT CONFORMS TO ASTM 05 E 1 4 pct 05 �M wvYY---- - O ........... - - ... - E 814, ASTM E 84, AND UL 147q. „ f . .. WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3-0MIN. ABOVE ANY -. � .� .� ..� � - ------ -�- �. O I. ALL NEW WINDOWS S DOORS SHALL. BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10-0'. , I _ I 400 SERIES CASEMENT, DOUBLEHUA�G, OR GLIDING O7 I I A7T!G (� O - tr 1 :x.,.. =�5,,:,- N _.. SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 'i VENTILATION IS NOT MET BY MEANS OF NATURAL1IAT�H ds cv �. 1 ir> .. ,.-:,::.:__:,.t:_.�::,,�,:::,�,.:,:t-.,::-„_..,:�,:::--�:,•____--_.,::.-..:.::..::::..__.:,:,.,_-xx::.t-tt:�:-:�_�,�v,,,�a�:,:._ ,-:t:,t„ (AS NOTED); INSTALL A5 PER MANU. SPEC.5. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE i � AND DOORS" ON PAGE 0-002 IF CASEMENT O CIRCULATION THROUGH WINDOWS OR DOORS TO tV m �'�= O I I � I I WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES A5 PER NYS MEGH. GODS SECTION STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS y2 � r. 2.IF DOUBLE HUNG - ALL DBL. HUNG 6VNDW5 TO BE x t , _=.:<,:<-�':__�:.::_:_._,.�,:,.-._:;-.-.-;::.--:;_"--;-m��--_.-�•,=,=��-•T-Y=om=�=__�,�r TILT WASH O 1 {� ,v •Pm :::. .,,_ :_- _. `,;;;,, :,m,,,,_.. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. NEW ATTIC ACCESS PULL DOWN STAIR: C� I t. I 1!1 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPACITY 7 BATHROOM #3 L?.UPdCR r, 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 100.0 S.F. - WINDOWS (TYP. FOR ALL) U.O.N. = z = GIC ET .x 22 x30) c0 I Q In � __=,____.,_._._..._. _,_,.�:-.,.__.,,._::�__::.____:_��__.._..____�--�.:-..,.�._m�•. 3.0. HR FIRE RATED 1 I 46.7 � = OPEN TO I€ 'I' I ' E EGRESS NOTE. y S.F.c 9 . f F I ;I = ` , I -v`:MMS. , ------ 15 _ __,__. _,._„_ 1 I i=1 . In • O � SELOW •` E I IIE I I` ,I Ii.�::_,'.'�'W``�.._:�.,-..__�v.._-____-___.TV�`�_:'�.�_"__:__"_"e��_W��.�: ' IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING }/ ® ® ( E I I' € 1' i,I u^ •, +__ fV-__„•Y•--- _„-,.,,_._..___,. _, CODE, SECTION 8310.2.1;THE FOLLOW''NO MEANS OF I I; :,t ,_::..:::~:: ------- NET ..: EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS G G - { s , _- - 5. INSTALL AS PER MANU. SPEG.s �I 4-8'-6"- "I -_- NET CLEAR OPENINO........... 5.'1 S.F. if O I �1 I� � I. i! I ....__Ma;..:v:v:::::^•c��»��n•n....._�::..vv:�v=.....................t,:.v.._....-,_..,.....,.,,,.:`. I I NET CLEAR HEIGHT............... 24 MINIMUM q 8" SQUARE STRUCTURAL PERMAGAST COLUMN NET CLEAR WIDTH................. 20" MINIMUM _ BEDROOM 4 3 E I € I€ _..._._,,,,,_,.__ 250.0 S.F. .rl „ E ' i _ _ m<� BIND/HVAC SHAFT: 25'-10y2" O I t € <I E' i E! E I _••._ ._, _,,,,., -._,._,,,,,,,,.,,. ,_._ _,,..,__•_._,._,_„ t TYPICAL PLUM 10 LOCATION $ SIZE TO BE DETERMINED IN FIELD I F E, =__-= :.-==:•'- =--_ _::ww:_- ___ __ :W_....._: O PRECISE LOG F i , I t N AIR CONDENSER MODEL NO. jE { t I _ ,_ ___.• „ __v______,_,~-__ -_ _,. RHEEM 4 TO I I O RA1648AJINA (OR EQUAL) E , 5M/GO FAMILY ROOM 200.5 S.F. _ I _ I 5M/GO b x: E � ' i �i 1`i i i �•F ' € I iiv E: It, t I r 4 Q lJJ -._- I 1 V YY t ,t ..• E E { j t ' .;E W j x t �- { D I I I. EEI �i � `s i, E IES E PI gp3 '� Ii ii]tl I E•f I O 1 4 I I 4 j; i E3 k k PROJECT: t , �� IF 1 3, 3' @ i e E' E•€ }�} i € ?E E ;x E i(i it II1I 1 v ' i IE { £' Li � � f � 3 i � E � �! D • ROYALTON ROW _jj 1 ?1 II (tE j r E ,' ! 777 t E I E€ k. E? ! E I L T I' E j II I} 3 1I x I IE 0 7 DESIGN A 4'-8" 3'--y211 7'-3y2" 7'-4y2" 'I -I-1'-3" ------,---__-- I7'-2° COX NECK ROAD MATTITUCK NY 11952 ALL NEW WINDOWS & DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.s. St=C-: PAGE "G-CGS" F�ri� IyAILING S DOOR SCHEDULE STRAPPING DETAILS. s WINDOW CHART I MATERIAL DRAWING TITLE: j III EG-KESS - -- ------------- D TAG DESCRIPTION DOOR QUANTITY --=_-_ - _=-= , NOTES ROUGH OPENING WINCOW DiMEItiSION CLEAR (1 0 PROPOSED SECOND FLOOR PLAN i_ U1 OPENING Q # TAG TYPE MODEL N IIII III II i. V�lIDTH REO'D: 2011 - HE GHT R.EG'D:24" iV WIDTH HEIGHT W1DTH H. .IGHT ! O'E N R.._O'D: 5.7 S.F. PROPOSED SECOND FLOOR FLAN EXTERIOR ! I . � A I DOUBLE HUNG WDH24410 ) 2'-b �If 51„0 8 „ 2'-5 - ___---- - 3-O x7-O 2 _ L. B DOUBLE HUNG WDH2432 2'-b 3'-4 '' 2'-5 X11 3'-4 �" ,-718 S.F. HHB I T, BL Si� G ; 1,-71a S.F. ROSSR ,4 SCALE: I/4" = I'-011 - -01 DOUBLE • AGE 1 II I II • 2 FIRST 1 II I II III - DOUBLE HUNG WDH210410 3'-0 F -O �` " 2'-II 5'-O " EGRESS, I I 6 S (2) TEMPERED 02 SLIDER 12-O X7-O I • G _, „ 03 SINGLE (I) BASEMENT D DOUBLE HUNG WDH21056 3'-O 5'-8 2'-il a'-8 �" EGRESS (1) FIRST FL. _ _ i ,II'I III , " 1 ,e 1 n �1_ RE WPW310310 - I 4 3 11 O " A-103moo E PICTURE ( 3 ! O TEMPERED I I I (I) SEG. FL. I i( , li INTERIOR CELLAR - I - ,- - F TRANSOM WTR21021 3 0 2 3 2 II �' 2'-5 " DATE: 4/21/21 7 O F 16 I' 0.75-HR FIRE it G II �' _ P WPW56410 -1 0 5'--7 5,-0 Il _ RATED - IGTURE 5'- 5'- 04 SINGLE 3 O X7 O I INTERIOR .., ._... i H TRAN50M WTR56111 j 5'--� �11 21_1 ,1 51_-111 _ l II 05 SINGLE 4 • I (2) FIRST FL--J I - _ (2) SEG. FL. I DOUBLE HUNG WDH34410 3'-6 �" 5'-0 '' 3'-5 gll 51_0 gll EORESS - - I J PICTURE WPW34510 3- 6 o O 3'-5 h'-0 TEMPERED " I °` O6 SINGLE 1 IE / P�;'<'.:.. •,,, �...;� �:�� IIS 11 2-8 X7-O Il ---.• (I) 5T FL. � � � � I FIR ' 07 (3) SEGS FLL K DOUBLE HUNG WDH38410 3'-10 iil 51-0 1,1 31_'y11 51_0 g,l TEMPERED k �✓' SINGLE= _ 2 6111_0" 5 , (1) FIRST FL. L DOUBLE HUNG WDH21042 3'-O '" 4'-4 2'-111 `11 4'-4 08 SINGLE 21-4 X7 O I • () SEG F - III _ v i " I 11 " ", , l - M DOUBLE HUNG WDH28410 2'-10 5-O 2-q 5'-O '`r" °�, - I Oq DOUBLE 21-011X 7 O 2 s (2) SEG. FL. I I - 11 (1) FIRST FL. II IN e"A N ARCHED AFFW6006 5-II I -3 S'-I 111 1,_3 a11 ;��mb O?: 10 POCKET 2-8 X7-O 2 - - II POCKET 2'-4"X7'-O" I 3 • (I) FIRST FL. (2) 5E0. FL. a ELEVATION NOTES Q 0 OROOF I NS: I. SEE NOTE ® SECTION uj 2. ASPHALT ROOFING SINSLE5, COLOR a 57YLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR d STYLE TBA (OR EQUAL) I O 3 SIDING: RIDGE HEIGHT �__"_��,_,_ .� i, ® SECTION ----------1111-- -1. 1...1. 1. 1.1" ...amw..-<m.......aw_..11. - .,"..m_1.......,,-_..__..11....__1"_1..-m--...........�._._.w..ww_____<,-...w. <wm.ma_-....__.._ �..._� __,_.__a...m...�.w.-___�,_._ ..-­--..-- ELEV.O 1"111__""<�1.._�..._<...mw .�._...m._�_.aw....�.a _...r..w......u...w......._..m_... ._w .. . . ,. .�.w,.w� ...a_<a__.�m._ I. SEE NOTE .war<uww.,____'<m�w..____--,. . ---a:-- 1111 ELEV. +30.1 -_ 1111. _ __ ,"1111_- - ._........_._._. .................^,.,...,._,,.,........_..,.,_._....,.._..- ,/ R QUAL / _. .:.....__............a_ _ . _........................._._._ ._^............ ._........... .. 1111... ........ TBA O E _ _ . m ::_.. ..........w....:::::.:rxx:: G COLOR. 8 STYLE ) W..:... ^:-: - -_. 1111._::. 1111._,-,_,W =.. .. _ _.,_,_,a._;_..,.._.,_:::._ 1111. - 2. LAP GEMENT 51DIN L ( m.m 1111_".................... ..1111................. .. ........ ........_...........................1111... .... ......."", . 111.1.....,.. ...1.111......,,.... ...... . ................... .....^..._....._1_,.. ..............1--........._..................._:_i......... ___.....__-..___.... .,_1._..1.._......,..._.__..____.________.... __ --_._.__,___,_._.. _111.1,.,.... RRANTY .1111.. ._w_m.�...w_.. ........._..��._.......�._........."Z'. .1--w.............",,,m........_..., . _ . / . ,....... __. 0 O YR. WA "., " . ..._._._.., 1111. ^......._...._ __ ^ __.._........... 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Z 1,..-.1...<... w.1...w1w.............1....w,1.,,. 11...., .. 1111. a.��,m...�.��.�:-.,: ^......................................._.,,,,,,,...........1111.: .._w........w..rrrw.am,.....1....._.,wwaww...........wa...._._...uw...,,,,,,,,,,,,,, , a..,wwaw....w ^ ._ __. 1111.. 1111., ..1111.,. ..,.....,,,................, _. ................... ..................................... 1111. _.. WARRRANTY mm.....m 1.. ,, .......................... 1-- ._. 30 YR. 1111 ,,1111 QUA (MIN ) __ .._._..._..............._,._.,,_,.___ ^.,..........,....._....,. ._................__.. _......... =lzz_ __...._.. ________.._....... A ORE L 1.......__ _. TB ) ( _,...,_...,._,......_..... ..........._.....,....,..,.....,.,...._.._,__,..,,.,...,...... _....._.. 1111... 1111. ................................... :,.:: (L ELEVATION NOTES a OROOF I NO: LLI I. SEE NOTE ® SECTION uj 2. ASPHALT ROOFING SINGLES, COLOR $ STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) a OROOFING: I. 5EE NOTE ® SECTION 2. 5TANDING SEAM METAL ROOF,COLOR $ STYLE TBA RIDGE HEIGHT COR EQUAL) -------------- - _,_,_,._.,. .. _..,.„>...,.,._,.m.r,,,r.,,,_,.,m._ __„a....__._...mmm._..m..,m.<.<,,..�.m.,__...mmm�.__.. mm..._,,,,mW�m_m_____....>._mm_ mm . .�r.....mem<._>.. __..�..mmmmmm. m..,.......>..__m.mmm...mm .___ m .�..m.._ _ __, _-._>._r.,_..�...__._..__ ELEV. +30.1' -1111 11-11. .._,..,,..,,..,..1111. 1111 1111. 1111 . . ,1111 .,_.... . 1111 0 J -0 .1111....... . ........._.....,._..._.._,11111 .,. .._ 111 -1..........................Z,._.. - L_,�_,�� __ v_�__ __._...._._. _.,....._...:_. 11....1. , ..,.......,........._ -111-1.... .. ........................................ z1z Z11- J O MN„Y.,_...___. :11 :11._,.. 11.11,__,,..____,___~ ____ __,_,_.m. __ ,.�.m___,__-1-111.__._.,_m _,._...__..____,_ ._,__...,,,_,.._11__11_.______ _____r__ _, ._..,_,..m _1111.__ ___._____,__.__,,,..._,.m.__....._ _ 51DIN .. ............ 1111 -1111. _. 1111............. _1111. . . 1111. ....m 11-11 ...1111 F,...>,.,......<,., < v,.1111. _ rvrv,,,,1111 __ ,___11 11>...< .�m.m<m<. -._m,w.�.�.vmv�m vvv.. .._................_.,_._,......._..�.__._._............_.._. ........_......_ :1111... ...................... ........__._......,......__._........_..._._........._. 1111. __1111.._.._......._..._,__.._.. ....... 1111 _...,_,.._._11 _ 1111.. 1111. ,wm.,m,.rmm..mvv..v.. _m_..,_..�......_..,.>._.�,__., �r>--1111.._-»,m __.._.�.am�.._M,.�..�_av��.....,..�mm��........_w _ 1111.. ................._, �-" 1111_ __ __ _._,.._.___,.. _._.._....._ I. SEE NOTE ® SECTION __ __, _ _.__...._._...............___._...... ...._._._., __...____.... __._._.___,,...., _.__...__...._.____..,..,,_..,___.._..,_. -1-111..-111-1.__ O m-111-1_ . -1-1-11,_,_.,.,.,,,,,,,__-_____.....____m~_„__,,,,,,,,,,,,,,,,,,__,_,,,,,,, -1111_. _..._.__.,,,,,. _,...,..,,._,,,, _. ______......._,__.._ _. _ _._. . ._._1111 ...,.,.._._.�._1111 __._._,_...._ -1111. _... .........._............ _�...._.. _ _......_..-111-1:....,..,,.., ....,,......_._........ - -�:::::....:..:...._- ................ _--�,_W;_•__ -1-1-11.rc,.y___...__�_..___..___ � Ix .,,,..... �::�:...._..._._._... ..._____.:::.:-:.:-_....,_......::::.......::-:,:-:::::::-:::�. :::::-::�,..W��:__..._..._-1111...---=-��___-_-...- -.._ _�:-:�---,-.-1111�:��w....__,_:_--_:= IDING COLOR b STELE TBA COR EQUAL) „u mN N ._,1111.,1111.._ 2. LAP GEMENT 5 1111.1111..>.,_.,.,_.1111. 1111 �_,,,_.....,,. .�..,...,,, n_,..............mp..a. .,_m>m<�m.....�Me<.. --..mm..vromv.�.vv...v......�m�.,.mr.._._. .mm, ..:�m _�.�> _.�.mm,.,...,.�...m..�..�..m..m�__ .r-�.a,,.��.-v-. ,..,.____. .�.-, .�>�. ,m.,.�._...».w.>.«.m.. .r_.<�:� .w..v__.,,_._�...-.�, ,�>mr..r,,.....__� ......_..>... .:.m.,1111_..>.r.... _ :m. _._...v..:. .. 1111.... ... .... ........... .1111... . ,,111 . -1111 (MIN 30 YR. WARRANTY) .__.._...,v........._ __.._.__ ._,._._v__.. ._,_._,....... _ ....................................1111... ....._.. .. -1111 , „ 1111 _.....__.. -1-111 _..........._.. _............... ._......_........... _................._. ____. _,.__...___.._,.____.___.._..___._ __.____.._. .__.,_,.____.�_...,..._.,,__....-1111_._ _....___...__......__. ..._._._._.____.,_.__ -111-1 1111_,,._„ ..._.,...m„ �,,. r,..m. ,11x1...>., 1111 ,.,,......... _,,.,...., ,.xr,,,,,,, , __... ................._..._.., ._ _. 1111...._ 1111. .................... 11-1-1. 1111.. .__........._..___. . -1111.. .__ 1111 1111_._m.._.._..-1111 --- 1111 �-- tt _ _ 1111 -1111 _ 11-11 E 2' -1111.r _,,.u,.a.... m.�..�._�-� ._� 5 IDING € t -1-11 �.���...=x...-�,.�m,..�,- <.,�<,.,�._._ ,.mm�.- ,,,,,,,,,,,,,,,,_ 1111,...,1111. .1111,1111,.,.11-11-1111..._1111 1111.,..1111.... .,._...... 1111_. _....,...:_:�:....:.::�.:.:.::.'..:::.,..,.,...,..:__.,...:::�::::.....-1111.,.; ,.,,_..,,..;_.....:�_.. .._....,...,.;,.,,......,....,.,.__.,,,,.....,,,.,.,,._.,_ E E __ _:::,-.._._.....,,, „ ___,,,,,,,,, ,_„ _ -1111._ 1111 111-1,„_. w - m _.,.m_.,...m,_,.,_. ____._._ -1-111_._ _._,_,_._,__....__.a__.,._..__ - -1-111__,_„_,___,__ 1111_.,..__,.__. 4 _ ..11-1..._... ......... ._ _ _ .11.11 ,........... .,,.. _ _..,,..,, ,.,..,.,. . ..,... 6 r -111-1_. -1111,._ N _.............. ......_ 1111..... ....,.. . _._.__..... ___........... I I ___....._.._..__..._..___.._._,. -1111..-.�<,_...._......,-�_..,.._,._,.._ _. ., -......�, s ___1111_„-1111. I. SEE NOTE ® SECTIO _t 1111 _-111-1 _ -1111..._ -1111__._�,._. ..______._..._.m.___ -1111 ,__11-1-1 1111_._ i �......,._...._.,,..,_,,,..,. O - 1111..... _ � <.:... . ... _.,..... _........ 1111. 1111 __............... _..:.x,:,.:. � m.rv�< ..._._..,�r�»�� ��m..._..nb......�:�.>n�....��.�.�.m.»�,.>�.:.x---�:-«,•.__�-,�,- _..:t,�......,�. 1111_.,1111.... JG COLOR b STYLE �:..__�m _-„,r. -1-111... -1111. -1111.... BOARD BATTEN 51DII VERTICAL B , } E -1111, 2. VER L ,. _. -1111... -1111-1111., _,.,,,....,., 1111 _ :,......�.,.�m,.x:,.:,:.�<.<.-<:..�..�:..:::..,,,,�:-._..,,...__�_._r,:�.�:..x, .-1•:11::1. •_-t:::..,�:::r,..:... I -1111. .,...,.....�._,....��, __.,.___.._,,.._.._�.�:.� ��v,_.-«:x��,_�, �> . e� _. .... .... . __..........,. -1111__,.,..._...,..,_ ..._,.......... _._....__._.._.._--'_ __,.__'______. -1-111 X1.1111. i . ..,.. .. . _ 11__11.... _-.1111.... 0 TBA OR EQUAL) MIN 30 YR. WARRANTY) __ _._ -1111_. 1111 __ ___ __ __ _ 11-1-1____ -1-111_ _. -_ E € t .�.�... .m_,.«-1-111 .1111._ ( m11 _........... . ........ _ I i - �,._.,-,���,-,t,�. .11-1-1. 1111... . 1111>,_..... > .�.> 1111..>..,._,�,. _ ._ .,1111,,,,,,,,,,,,,,,,__._ .......... �.�.....>....�.<. . .mw 1111,.,.1111. _ -1111 1111>. _.......... 11-1-1.... -1-1-11... € E s i _. -1:11:::1.,, _._...................._.,..._11.11..... 11, ... - -111-1. ....... ...__........__ 1 ; i t s - - _._........_._ 11-11_.. -1111.._ 1111 ,,,,.,,. r..:.a....,<..,r n __,_.� �_.,.,�,>,. r>...>..>....r.:,.......m~>,..r.,. . .... ..,<_:`. _,.�_,._>r_,.v..,m.>«.....,� _a. __..._,____ _ _ _ _ ,_� _ _ 1111, _, _...._.�.. 1111 ...... ,,. m ,.....w>.>_ .m m...._.. ,.m __.,.�. .._ 11.11-.m�. m..m�V,.e��..,_. 11-11 m w _..,,_,,.,., -1111,,.. _.___........... ........._....,._,_,,,_„ _1111 ._„--..m -,._x_,__-�__.._..__._...,.,xr_ . _,rte.,--�_�.,,_-.._..__ 1111_._."T 5, __.._..._._...____.___ .-1-111_._...___._.. -1111_.1111.__....._. -1-1-11,____ -1111_., � ER COLUMN -1111 _...._..,_................_ I -1111.. E E 3 { wx„m I i i i .v«mw•wmv 5 8 SQUARE TIME ::.,,..,,,,,,,,,__._..;.,,,,..._,._,................,.,,,,.r.:::::,;...,,.,,...,, m..,,,.,,.,.... ..,,,,."..�v>....,.vv„m..r<><>..vv>,mm«v,........,.mmm<vvv...vv_...m w......mv vv v.. I Z „ ___�� _ -1-111 ._.....................__._... _, -1111 _ _ -1-111.. .. _..._ .................__........__.._.__.., _.,...,,... _.__.....,, __....__.. _.__.___..._..__........ .. ._11....11.... -1111... _..__..._..___._._..__ _._._.....__...._._...._._. -1...111._.,,.......11..1_..1 .. ... ......... 1111, ft _....... m -1-111, _.>,,,,..,r, .vv<, ., -1111.1111. E E i ! 1111 -1111.,. ___._.__ 1-111............... t i a 1 { 1 _1111,. �m.�mm_...M.�_�..._,,-1111,,. ­=.... m_m_,__ �<_ i { I - --�m-r•--�..•...___��.�..�..._,��_1111.._._>�.�mmr._.�m._.._.�._�.. i -111-1 • E [[ .�,_�.___..____..___ _��..._._......,_..._...__.,.,�,.�._.___.,._....._.._,_ 1-111. 1111 E � � i E i E f € I ' I I E .. 1111 1111..,. ............................1111:.:::_•_�...,.,,,..,,,,:::::�::�:::;::':::::.:.:�:::.. ,.,,..��."�__,,;;_...,,.,.,, ,.,,,..,.:: ,,,.........._"::,;„;.^„^-1-1•'""11:.`.„.,,.,"".,..«„�..,'.:"_",:.^:,,.,,,...,......,.,.�...,. NEW 5 4"x 4.. 'AZEK' OR EQ. WI1�1D0 DOOR CASINO: v.... ,. ..v.,.. _,,,.,,,_.__.,_>mm ««,<,,,,.m,_,_mr,«,. _, __ � �__��M / ( ) ..._...... ._1111._,,,..,..r.. -1111 ., 1111,,,, 1111 m 1111,1111 .1111 3 1 _....... .11.1 _11111. ..v..... 4,11_..1. . w................ m,,,, I E } s { W E E i 6 CORNERS _._._...._,.......... -1-1-1-1.. -1111.._ _ -111-1. I S FRIEZE AND G _. •:1111. ._ _ 1 i 1 O Ixb FAG A , SECOND FLOOR CEILING HEIGHT _. .w.< <,,.,.,v ,, j E � E 1 E I -_-_-------_-_ - - 1111...m.mmw, i ([ I ! t I I E E ELEV. +21.2 ----- - -0 t } ' E . I - - - --- - 1111 -- _- - { t 1111 1111 I t __..._. v . 11-11.v '^ -- I ELEMENTS _......._.._._..,....._.._____._.,,,_.w _.-1-1-11..-1111..__.._.,__ -► HEAVY TIMBER -11-1-1 _,_._..__. .._.... .....__..._..........,.v............................._......... ........... - Tq O 5EGOND FLOOR HEADER HEIGHT _,_,____..m_ . ..._....._v_.,.,.,_._,,,,_,. ._....._ ............_....._.._........................................_.. _...................-", ..... ....... ...... . 11 . 11 .11 11.. . . 11 11 . __........... 1111...1111._....._..,............_... ' ! 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I I I I t , _ -1-1-1-1 TEMPERED ___ _ it � N t i , 1111. 3 I IIS _....... ................................. ._._._.__.____._._.._ ....,................................. ......_..._...................,.,................._.-1111... 1111. 1111. 1111. 1111... 1111. 1111 1111..1111. .. ..........._.,........__...............,...,.......,..... _ _ _ -__ - - - _- ._......___..._.__._.._..........,.._. __,_........,,.__..........,.......,....m...._ ....,.»,,,..._....._...., V ._.....,...._.. 1111...... ..__........__ ................................. ._. ..........................,.',....... 11 11 1111 1111 ___---1-1- ___- O m,.,_1111... .......... LJ. ,1111.. 1111.... _.._,,,,.,.,... ,.___..... I CD w __11.11,.. 111'1.........._._... ... ... .,...,,,... . 11� I a11 ................ J � m„_„m... m.....__. m...............,,.r.,r,...,<, -1111 -111-1. € 3 { I II W 1111 ..... 1111..... I I ' I m,vm„vvv .,mm„vm ...,.. ......v,.,., .v..v,,._rm,,,,.,.,,,v. �„ ............._..._.1111 .. .._.......,.....,......,....,.,. _. ..1111... ...... ..._....._ .. ... .... 1111 .. O .... ......._.,, O .......................... ._. _ 1111.. .. ..._ .. 1111 1111. ... .. ._....... .............. ... O K K ''s N � E I m I I t = I O _ I rq _.____.._.v_..__...__._ Ln m.._.,,,, _r.,,,.,,,,,,_..wm<..................................,...,,.,..,.,.,.,.,,,,,,..._ ..,r.,,.,,,mr,.....r..,._.. Z -1111... , 1111_ -1,111..1111..• _ . - - - _ , I E I I N I I E . _. _. I _ 1111 I I'� I E € Q _........__........ ...__._ .._.._._.._.........................................__. .._.........._.._.....,........ - _ _ _ ._ -1111.... .1111 ,, . . 11. 11. .1111.. I a _ 1111 .> m ,,,..��ummw..�m�.. _ _ . , _. -1-1-1-1.. -1111____ ; m_ma..... u,, ma,< «.....,w,. ..._.,. m, m., -1111._a_. , „ ,H J O -1111_ __1111__ ________-1-1-1....-1__ _ ,._ _ _ .. . __ ;-I--_ . tt . __._. ..-111__1_ , 1111. 1111.. . _1111 . SECOND FLOOR } I I 1111 - _ -111-1. _-1111 ' t t 1111 .... i I nvvvvvmea.�.___m -w .r _....vvvv<vvmvvvm�mvmw......m......mvvv,.vvwvvm�..wvvvv,,,,v.,vww+rwe.....vm„<...._vv..,v,.v>vv<..._, r. ,<.v.mv<.v..v..,v..��...._, _.1111 ....._......-1-111.. ... ................_,_..__..... ...,........,..... 1111.. 1111..1111..... .. ._. .. .„11.11 1111,...1111.11-11 { I j € + I ELEV. +12.2 -� _ 1111..»-,1111...mv�.��.......vv�,, eCgrtv�C..v..,•. ,.......,.�m>.vvvrv�v�:...vr\.::_,.,._num:�>v:�va .w. -'1,,,-111-'1 ,. �- __._..._.._....._.._..._..___. __ _. I ` _{ -1111._........................... _ ; j O . 111-1,. , 1111.. _......-- I I P { 1 t l i { _41- __..._.... _._..................... -111-1... _ N T.__...._....................... ........._....... ........................___.. ` i I t {t I ` t ` I : I HEIGHT v,.,.,1111,., 1111. FIRST FLOOR CEILING - _ ___.__..._...... __......._.. ._ _.......... --- ----- - F F F 4 I 1 I [ I W +4� e _....._..._._.. . _.r____ _ ELEV. I I.O I -111-1 1 i t[ ........................ ........1111 _........._...................1111.._ _ Et € ! t i 1111..... .. 1111 I E € I i € I i ; ....................................._..... , € c E i { 3 It J FIRST FLOOR HEADER HEIGHT 6 i f I I I I ? I E 1 I I I ____._____.________ _�e_._____ ._ _ -1111__ __ __ _-1111_ __ __._......._..... 1111..... - ---------_-_-- _ 1_.____ ___.____._._._.___�___.._..___._..._..___._.____.__..__._..... .............. i U t _. - _ :_::. _ _ , I Q I I _._.___._. 1111___.__ ___.__________,_„_____._m_m m,m_.__.__.._._._._,_._�m__m____._._.__ 5 ELEV. 01.0 -1111.._. _._. _1111.... _. E N E OI j s , O E } ' z _ _ ___...__..__.._.______._ __.._________._._._._.._...___ O -- __.-1-1 ___�....__,. _. - 11____11_____„1111__.__.. , O 1111. j}j t 1 ' ..... ....... .........._.. 11 11 ... _. .. .. 1111...-1111.... - I --- --_- i E ...« ..,. i_ ................_. ..........1w. - - 1111....._.......�. �.�. 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COX NECK ROAD __._.._._.....____.._..._.........__................_,.__,,.... -1111__ _ _ _�______�___._.. ____._.._.__. _ _ _....__._v_._...... .111.1..1111..______..._...__...._...._........ _-_-___...___._ .�__,m_.w_.,.w , m.amm.mmm �.m_�._ I _��:-.- 111-1 , 1111__,=.µ..-:: ::::11:::11:.--1111- ._. .m :1111: --1111--: (L BUILDING SECTION NOTE5 ONEW ROOFING NOTE (TYP): LLI I. INSTALL NEW ASPHALT ROOFING SHINOLE5 LLI 2.INSTALL LGE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51ME FACE OF STUD WALL AND AT VALLEYS OVER Q 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (A5 REaV) 6.PROVIDE RIDGE VENT (AS REOV) J -1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REQ'D 9. INSTALL_ ALL A5 PER MANU. 5PEG.'s O TYPICAL ROOF 8 CEILING GONSTRUGTION: O • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL I Z PLYWD SEAMS) O • R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) H Z • MIN. OF R-401 SPRAY FOAM INSULATION OR R-4Q BATT INSULATION Q TYPICAL EXTERIOR WALL GONSTRUGTION TYP. W OUPON "TYVEK" HOUSE WRAP (OR EQUAL) 00 • UPON 1/2" GDX PLYWD. 5HEAT141NO (BLOGKIN6 ® ALLPLYVJ • 2"xb" SEAMS) 16 STUDS ® " O.G. w/DEL. TOP PLATE Ag PSR���h� �Q�'�e� �SA�pA Z (D • 2" SPRAY FOAM INSULATION (m R="f/INCH) R-13 RR' P <q� W BATT INSULATION (R-71 TOTAL) 2 m p-¢ S J • 5/8" GYPSUM $D. WALL FINISH W SIDING NOTE (TYP.): CN 4 ALL NEW FIFER GEMENT HORIZONTAL G.J A5 PER PLANS Q Z NE KITCHEN (� I. I NST I}' LAP 51DINO d VERTICAL BOARD $ BATTEN �' W C4 SIDING Lo cr TA 2."TYVEK" HOUSE WRAP (OR EQUAL) ~ = Lo 5.INSTALL ALL AS PER MANU. 5PEG.'s DINING ROOM JO 4.PROVIDE ALL NECESSARY TRIM FOR e-I PROPER INSTALLATION 5. 510IN6 SHALL EXTEND TO TOP OF FOUNDATION WALL AB w 6x6"-10/10 W.W.M. NEW 4 THK. P. G ouG. SLAB / � U 5I 4 W O REINFORCEMENT AS PER DETAIL = J OTYPICAL FLOOR CONSTRUG i'ION: • NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" GDX PLYWD T86 5HEAT141N6 (BLOCKING ® ALL PLYWD SEAMS) Q SPANS • F.J. AS NOTED ON PLANS (® .SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 3" F.J. AS Pr=T:PLANS , , , , , SPRAY FOAM INSULATION (R=7/INCH) AT RIM JOIST TYPICAL LEDGER BOARD FOR O 1. (1) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING JOISTS, SECURED w/(2) 5/8" P x 5" LONG H.D. GAL. LAG BOLTS ® 16" O.G. 2. INSTALL H.D. 6ALV. JOI5T HANGERS BY 151MP50N' (OR _ EQUAL) AT G.J./D.J., OR H.D. 6ALV. H2.5A RAFTER TIES p I I BASEMENT AT R.R. 6 UNHEATED 5. SEE NOTED DETAIL I I I UNFINISHED I I I I I I I I A-40111 I I � i I I SEDT 1 Oil A /A-501 SCALE: 1/4" = 1'-0" CONNECTION 'A' AS j PER PAGE 5-005 NEW RIDGE ________RIDGE HEIGHT R.R. AS PER PLANS ELEV. +30.1' Z ul 2 O � GONNEGTION '6i' A5 PER PAGE 0-005 NEW R.R. TO G.-J. G.J. AS PER PLANS - - 5ECOND FLOOR CEILING HEIGHT$, o � ---- ELEV. +21.2' PROJECT: ROYALTON ROW y�Ng BEDROOM # LOT 7 , DESIGN A RFt. A5 p�R P ISI z G.J. A5 PER PLANS ! Q ___ S_E EL FLOOR COX NECK ROAD CONNECTION 'GI' AS - ELEV. +12.2' PER PAGE 6-005 - MATTITUCK, NY 11952 NEW STUD TO m FLOOR A55EMBL ry - - - F.J. AS PER PLANS . _............._...... ' FIRST FLOOR GEILINO HEIGHT - -------------- DRAWING TITLE: II BUILDING SECTIONS _ 3 - s � Q _ OREA.T r-1,00M PARLOR 4 _._.... ......._. PAG E: I I ......................................... �__,__„_______,,__,,,,,,,, CONNECTION 'DI' AS FIRST FLOOR PER PAGE 6-003 A��----- %o ELEV. +2.0' ■ I NEW STUD TO —� FLOOR ASSEMBLY - IM:::: . L.:.......i _E..([.tI._i1_..3_•..,,...�,_€:....-_..}i.....m_I,! _...€..�. � _-F—.FIa. esAIII_d_PER PLANS .`:...' ----- A-54 0A1 TE I III -O -----------B—ASE—L — IN E E 1f 0 OF 16..::. T ELEV +O.O' . J � ,BASEME PROVIDE BACKFILL UNHE COMPACTED IN 6" LIFTS UNFINI5HEf3 3" THK. GONG. SLAB w/STONE FIN15H ..F I I I A-401 — A-401 A-401 I 3 ! I 4 I J I �.�...�. , \N SEDTION E3 /A-501 50ALE: 1/4" = 1'-0" CONNECTION 'A' A5 BUILDING SEGTIOP�I NOTES I FE_R_FACE e=oa3 CL Q O NEW ROOFING NOTE (TYPJ: 1 NEW RIDGE I. INSTALL NEW ASPHALT ROOFING SHINGLES __ _ RIDGE NEIGH' � LIJI 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ELEV. +50, uj 24" FROM INSIDE FACE OF 5TJD WALL AND AT VALLEYS J OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAM5) S Q 5. GAP SHINGLE OVER RIDGE k HIPS (AS REa D) A`� ° b.PROVIDE RIDGE VENT (AS REOV) . FLASH ALL VALLEYS S �Q�� .INSTALL DRIP EDGE AS REOV O T 9. INSTALL ALL AS PER MANU. SPEG.'s TYPICAL ROOF 6 CEILING 0ON5TRUGTION: I O • NEW ROOFING AS NOTED a, • I/2" GDX PLYWD SHEATHING (E3LOGKING ® ALL R.R. AS PER PLANS }, PLYWD SEAMS) I I I I I G.J. AS PER PLANS - Z I I € . . . • G.J. 4 G.T. AS NOTED ON PLANS T SPANS € I € SECOND OVER 8' INSTALL "X" BRIDGING ® CENTER of FLOOR CEILING NEIGH' � 2 SPAN, U.O.N.) ELEV. +21.: • MIN. OF R-4ci SPRAY FOAM INSULATION OR R-49 BATT INSULATION TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): CONNECTION 'GI' A5 I0= O3 UPON "TYVEK" HOUSE WRAP (OR EQUAL) PER PAGE 6-003 J UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL NEW STUD TO p' i = J_ PLYWD SEAMS) BEDROOM ! FLOOR ASSEMBLY -1 • 00 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE I I I �. r > d' O • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-15 ! ( Z M CD BATT INSULATION (R-2-I TOTAL) ----- z J � • 5/8" GYPSUM BD. WALL FINISH R.R. A PER PLANS _ j i Q k. O II = Z SECOND FLOOF Q Z NEW SIDING NOTE (TYPJ: I ( _-- -- -- O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL �— LAP SIDING 4 VERTICAL BOARD b BATTEN I- ill'' Iri ELEV. +12.: LL J CV OPEN SIDING -- _ _ m �' W (0 2."TYVEK" HOUSE WRAP (OR EQUAL) .J. AS PER FL N5 F.J. AS PER PLANS I` Lo 3.INSTALL ALL AS PER MANU. SPEC.s � ' ' � ' ' ' r r FIRST FLOOR CEILING NEIGH' 4.PROVIDE ALL NECESSARY TRIM FOR HEADER - ------ O Q PROPER INSTALLATION ELEV. +ILC T-I J O 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL I Lu _._............_....._..__._ ONEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. 3 REINFORCEMENT AS PER DETAIL p 1 OYER 0 _ p F- O O :.. ...................................... BEDROOM , F-- b TYPICAL FLOOR CONSTRUCTION: 4 6 = J • NEW FLOOR JOI5T AS NOTED ON PLAN I • 5/4" GDX FLY14D T40 5HEA7HIN5 (BLOCKING ® ALL ---------•--•-••--- PLYWD SEAMS) Q • F.J. AS NOTED ON PLANS (® 5FANS OVER 8' € , INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) FIRST FLOOt Fx k • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 5" -._............._...,.,.__,.... ----------- ;. -•> SPRAY FOAM INSULATION (R=T/INCH) AT RIM J015T —/ ELEV. 2.G „ ...� ..:.. '.i ��:rrer _. TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: ( ` ' F.J. A5 PER PLANS OI. (I) 2 x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING I____.€ , I._...... L...._... ;__......; ; I........; € i..._......_, _ i I I�-� •�_I�I NI cv .;� :� ~ _ BASEL I NI JOISTS, SECURED w/(2) 5/8 P x 5 LONG H.D. GAL. W =k: E { LAG BOLTS 0 Ib" O.G. __ _........ . , _.L_ _E..' ,_E', I I 1=I-': I ; ; I ELEV. +O.0 _ ._........ A 401 b I L_., € 1 } E..__...... ' } ml_a...,_..'i....... r� 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP5ON' (OR I I_ a .._....:..: E....._.._..€ € €.......�..�€ €.:._'.._. F EQUAL) AT G.J./D.J.,OR H.D. GALV. H2.5A RAFTER TIES AT R.R. 5. SEE NOTED DETAIL BASEMENT PROVIDE BACKFILL � I I UNHEATED PROVIDE BACKFILL COMPACTED IN b' LIFTS UNFINISHED COMPACTED IN b" LIFTS +4 5" THK. GONG. SLAB I I b 5" THK. GONG. SLAB w/STONE FINISH 5 I I w/STONE FINISH A-401 I I 1 a-4 I _ � I i � I A01 SECTIO G /A-302 SCALE: 1/4" = 1'—O" j I I i I CONNECTION 'A' A5 1 PER PAGE 0-003 HEADER AS NEW RIDGE �? cGlf=iL D ON SECURE HANDRAIL TO WALL ON AT LEAST ONE N PLANS 51DE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; Z AND NOT PROJECTING MORE THAN 4V2" INTO � STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT FITGHE'D H.ETAL JOI5'HANGER. BY O Q' SIMPSON' OR EQUAL V -_ I P� � - ---- - - ---- - --- - - --- - --- - - - ---- -- --- - FIRST FINISHED FLOOR u z f- ui P��NS 2 �� o CONNECTION 'BI' AS 5 S VY MIN, SPACE BETWEEN P WALL AND HANDRAIL PER PAGE G-003 R'•�" NEW R.R. TO G.J. g/4" PINE RISER PROJECT- G.J. AS PER PLANS za 5/4" PINE TREAD 57AND,4RDS EOR O R I FFABLE HAND RAIL ®Yr4 L'`®I� F�®W SCALE: NTS LOT 7 DESIGN A 3 = X O CRO55 SECTION MIN. < z a HANDRAIL — - I" ROUNDED NOSING p GLEARANGE GIRGULAR NON-GIRGULAR w/y4" RADIUS d COX NECK ROAD 6 BATHROOM BEDROOM (NOT INCLUDED IN Lu 4 TREAD DIMENSION) L�."_(y4€1 NIATTITUCK NY 11952 V2'1 - V4€E-2 EE PERI_ 21'4€� MIN. METER MAX. CONNECTION Ci' A5 z _DRAWING TITLE: PER PAGE 0-003 $ 0 _-- NEW STUD TO BUILDING SECTIONS FLOOR ASSEMBLY iu F.J. AS PER PLANS N W b 2 GAR d� GARAGE m (3 2"x12" STRINGERS ® w/R-21 € �+ IN5L'LATION, IF UNDERSIDE 15 FACING <i PAGE: - 5TORAGE/NON-HABITAL SPACE 0 O �TGRAGE��JNDE Y2" GYP. BD. ■ O (W\'HEN AFP!_!GAL5E) DATE: 4/21/21 11 OF 16 TREATED 2"x12" SILL FOR CONTACT w/GONG. (IF APPLICABLE) BASEMENT Fey SECTION D /A-502 ' ��NEN SCALE: I/4" = I'-O" I I N7ER I OR NOOD STAIR DETA I L SCALE: 5/4" I i NOTE: i PROVIDE 3" (MIN) GONG. COVER 0- ' I. IF FINISH MASONRY USED (SUCH AS OF ALL REBAR WITHIN P. GONG. a I BLUESTONE) - MA50N TO ADJUST 4" P.GONG.SLAB W FOUND. ALL5 4 P. GONG. FTG'S. PROVIDE 5TRAPPING 4 NAILING W/ bxb 10/10 mmI HGHT OF LANDING AS REG'D TO I" UPON COMPACTED i AS PER CONNECTION 'D' IN W ` ACCOUNT FOR FINISH MASONRY (EYP) FILL PROVIDE INSULATION TYPICAL NAILING/STRAPPING W ' J BETWEEN CAVITIES REOUIREMENT5 FOR UPLIFT, 2. ALL HORZ.SURFACES SHALL BE PITCHED GRADE SHEAR, 4 LATERAL RESISTANCE" ® 1:48 AWAY FROM BUILDING I R RGY TABLE ON PAGE 0-003 ® EA. STUD. a REBAR BENT TO f - i (WHEN APPLICABLE) 3. FOR SLABS ABUTTING FRAMING, INSTALL SLAB AS SHOWN I-— = COPPER FLA51­1INO FROM 12" ABOVE AND i/ ADJACENT TO SLAB, BED ALL FLASHING z FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES O IN ASPHALTIC MASTIC / � NOTED ON PLAN UPON SILL SEAL UPON COPPER -J TERMITE SHIELD J (1) #4 REBAR ® EA. c /5 /,` N 0 STEP;=sit GVR ® ENDS L /�, / BOLTS ® 3q'O000. ANCHOR' SQUARE P WASHER 4 ENDNUT 0•' i Z 0 101, 5. 011 LANDING MIN. /�/ COMPACTED O r �I'I\ _ i// FILL 11'.4 z X • //i � p 11 h d #4 REBAR ® 1011 Z O I I 4" P.GONG.SLAB w/ 2"x4" r // I ° / O.G. (MIN. 3) tL �1 W b"xb"-10/10 W.W.M. KEYWAY /i// t " UPON COMPACTED FILL •, ////%ii/ m / p l g 00 4" DRAIN CONNECTED PERMACAST COLUMNS AS PER PLAN , II ., •""._ ( Z (fl TO EXIST.MAIN LINE '�/// �'' k 1 p i L / p w/ "SIMPSON" P064 (FOR 3 PLY BM)ALL II - - NOTE: -----_--- T------J- J 'I� %�Q SHALL BE CONC. OR "SIMPSON" BC52-2/4 (FOR 2 PLY II 811 I _ O BM) P05T GAPS II I -- Q Z 4 s II I . .—_... I I __. #4 REBAR CONT. ® 10" O.G. (MIN. 3) � � J: �P 4,000 P51 (MIN.) � J N (1) #4 REBAR CONT. jl #6 HOOKED PERT. IM-* -"..._.... I _____....__._ W � #5 BENT REBAR ® 12" O.G. 11' REBAR ® 24" O.G. "A �t a - -- _ _. _i.-�" - Ln m %-I It i O 8" THK. P. GONG. WALL I " t 1 ~ a 11 "SIMPSONII . ..i1 4: ? _ 1 _ ri _I O P05T BASE PER I ( --•_Q H (1) #4 REBAR CONT. cJ� P05T SIZE = 811 (4) 3/81' H.D.O. LAG P. GONG. FOOTING AS FINISHED STONE II p' PER DETAIL 10/A-401 BOLTS (PREDRILLED) �1f -- I - - - E— i W 4" GONG. SLAB / \ II I i _ _ ..._ _. i F_ V 14 1\ P. GONG. FOUND. WALL �I B LORI C RA�D M SO�IRY STAIR D T i (MIN. 4,000 P51) 16 ; X a I A-401.00 SCALE: 3/4" = I'-O" — ji 3/8 THK. PL. �5/8" THK. H.D. GRADE BACKFILL 4i /4 `GALV. PL. I OMPACTED #4 HOR. CONT. REBAR ® �I I� II EVERY b" TOP, MIDDLE THIRDS, 4 q 4 BOTTOM OF WALL (4 TOTAL) M -m G�4P PLATE '?�' �� � i� � __.:..j EXTEND FOUND. WALL 4 FTG. AT i I I COL. PER FOUND. PLAN;PROVIDE P. CONC. CONT. FTG. tl$ I FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" NIDE z_ ADDITIONAL (2) #5 VERT REBAR (MIN. 4,000 PSI) j1 ' __.... LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER IN GONG. WALL BENEATH COLUMN a w,11 n• -'"" I - (3) #5 HOR. CONT. REBAR I� . 1 4" P. GONG. SLAB 1� 11 PER DETAIL IO/A-401 LL 4 FTG A5f '.: .. r.. _ (4) 5/8" H.D.G. LAC b MIL POLY I > MOISTURE RETARDER _ BOLTS (i"REDRILLED) I s. I _ � _ _ _ I 4=' GRAVEL BASE!_.._ tj FLOOR SYSTEM AS _ I COVERED FORCH DETA I L PROV. GLEAN I 1 NOTED ON PLAN /i w I \ - � COMPACT FILL; 2_0 I - NEW STL. GAP PL. 'A' OR FLOOR WOOD BEAM 1 = SCALE: 5/4" = I'-O" 'B' WELDED TO COL.;SEE A5 NOTED ON PLAN GAP PL. DETAILS \ - NEW 3-1/2" O.D. 5CH 40 NEW BASE PLATE A' HOT DIP &ALV. 5TL. COL. WELDED TO COL.;SEE (ASTM A123) AS PER p BASE PL. DETAILS FOR FOUND. PLAN BY SIMS - 8OU�ID,�T 101 DILL DETAIL 1G H D ?� 401.00 SCALE: 3/4 - I O BOLTING ! STEEL (OR EQUAL) 3/8" THK. PL. �4 a II _ OAL . NEW 4" P. II GALV. PL. PROVIDE GOLD JOINT GONG. SLAB 12 AT GONG. SEAMS (TYP) GAP PLATE 'B' I i FOR CONNECTION OF STL. COL. TO (5) 1-51411 WIDE #5 REBAR (TYP.) 2'-0" LAP " LVL LUMBER OR (3) 2 WIDE OR (4) 2"x WIDE (TYP) PROVIDE 3" (MIN.) GONG. COVER I OF ALL REBAR WITHIN P. GONG. to I ' DIMENSIONAL LUMBER OR 5.25" WIDE PSL FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING z _ a, w rr • _ d _____ _1 AS PER CONNECTION D IN m _ �4 I I I REG2U REMENTS FOR PL UPLIFT, 0 4" GRAVEL BASE I EW (3) #5 H `_...._...E" I HORREBARE$AR (6 R UPON )TOTAL) (4) 3/8 H.D.G. LAG 311 ..._...._..... 3 N OR. —_— SHEAR, 4 LATERAL RESISTANCE" f mw II — — --- --�------ - -- - - -- ---- - 11 11 .... € I I _ _.... .__ ` {p \ I O BOLTS (PREDRILLED) i i I ON PAGE &-003 ® EA. 5-nro. ---- DEEP P. GONG4PAD 1 ___._..."__...... .. COMPACTED FILL I I I NEW (2) 2 xb P.T. SILL PLATES --- t— - - — -I- FTG. (MIN. 4,000 P51) ' 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER / _ --- ---i�--i— I------- TERMITE SHIELD b"xb"-10x10 W.W.M. BETWEEN Q STEEL COL. 24"x24"x 12 " FOOT I N DETAIL I' RENTER 4 UPPER of SLAB A-401.00 �' \\\ 4 I', SECURED IN PLACE DURING POUR I NEW 5/8"� HOOKED ANCHOR SCALE. 5/4" = 1'-O" J II b MIL POLY BOLTS ® 3q" O.G. w/ 3" SQUARE 1 #5 BENT WASHER 4 ENDNUT PROJECT: I I. M015TURE RETARDER I I I REBAR (TYP.) ROYALTON ROW �. �,,,,�{ ��..J��� }(} f E ,� F^I� 11 G &RADE I :'. '_ I,\. :�" 1 _a_ J 11 LOT 7 DESIGN A 4" GRAVEL BASE 3_......._._._. I # . I 3/811 THK. PL. I I #4 HOOKED VERT. REBAR® 46" O.G. u _... I " 5/811 THK. H.D. I I I #4 HOA. CONT. REBAR TOP 4 jl : ..__ ---- - -- - _ z.. OALV. PL. II I_ COX NECK ROAD i I BOTTOM OF WALL (2 TOTAL) I E p 1 FLOOR SYSTEM AS GAP PLATE G NOTED ON PLAN NIATTITUCK, NY 11952 P. GONG. FOUND. WALL I 11° FOR CONNECTION OF 5TL. COL. TO (4) 1-3/4" 'T' GONNEGTI ON I i (MIN.4,000 P51) `--• �1 ---" - I O _ _ _ FLOOR WOOD SEAM P. GONG.CONT. FTG. i I E E _ ; ___. ._ & I . __. i DRAWING TITLE: i I• ' 111 NEW 5TL. GAP PL. 'A' WIDE LVL LUMBER -. -- -- -----__-_-- WELDED TO COL.;SEE AS NOTED ON PLAN _."....._._... -- -- - GAP PL. DETAILS NEW 3-1/2" O.D. 5GH 40 ----- HOT (MIN.4,000 P51) �jl HOT DIP GALV. STL. COL. ,-2'-o" LAP (3) #5 HOA. CONT. REBAR � • ." '. _ I � DESIGN DETAILS NEW BASE PLATE 'A' (ASTM A123) AS PER -" (TYP.) E FOUND. PLAN BY SIMS 1 ............................. 1 _._._.._.___. O WELDED TO COL.;SEE STEEL (OR EQUAL) BASE PL. DETAILS FOR - iI ---------- i ,� � --_I BOLTING u E PROVIDE GOLD JOINT - I I I ( 1 -- i NEW 4 P. iZOOMPA07 IPROV. GLEANGONG. SLAB - 11 I I! FILL -2'_O" ' AT GONG. SEAMS (TYP) (V 12 I I I __.........__..__._._. PAGE: 1 II ------------r-- �4 I I� �I A" 0 0, 10q1 0 t ( it�. 1 .. .. ........ .. ._._. _... - 5C 40 LHOT 4 GRAVEL I' DIP GALV. 5TL. COL. I I FOUI r1 ATIOI�l Y`ALL DETAIL 1 7 #5 I' A-401.00 m / COMPACTED FILL (PLAN WEASTM ILDED TO I 5 REBAR (TYP.) I I I SCALE: 5/4" = '-O" DATE: 4/21/21 12 OF 16 5 BENT DEEP P. GONG. PAD _. I NEW 42"x42"xl8" I '`UPON (b) #5 HOA. 5TL. BASE PL. N FTG. (MIN. 4,000 PSU ,��_._._....._�_._�._...'I...._._._�__.`_._._. � (_. ,�. ..... I � /(6) #5 HOA. REBAR \ �� 811X8"X3/8' THK. REBAR (TYP) \ . I I E (4) 1/2 HOOKED ANCHOR I I I I BOLTS EMBEDDED INTO I i 1 / FOOTING MIN. 4" W OVERSIZED I I I �'`°� V D A 5...._._A..."."._.I...........__.......__.� ._...,,..,_.__..a._...,.._,e._..:..............._..._.............__.._.i.._._._A".....__.A._..._..,v....... .s /� WASHER AND END NUT SETUP I I I •o'✓ ' ' C��aM p PF:OVIDE 3" (MIN.) GONG. COVER OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTG'S. M t," 'f " " i�• BASE PLATE 'A' CORNER GONNEGTI ONGs 0 ` STEEL COL. 1$ 42 "x42 "x 18 " FOOTI 110 DETAIL STEEL COL. GAS= BASE 'LATE DETA I i-S SOF r���' SCALE: 3/4" = I'-011 A-401.00 SCALE: 5'' = I'-O" REBAR OVERLAF DETAIL A-401.00 SCALE: 3/4" = I'-011 _ EXI5TIN6 TO SE DEMOL15HED NEW PARTIAL HE16HT Q WOOD FRAME (L.6. STL. r UJI W WHEN APPLICABLE) J EXISTING TO REMAIN NEWWOO D FRAME (L.O. NEW FOUNDATION WALL Q Y 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J WOOD FRAME (L.6. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. (L Wfi)=N APPLICABLE ��------ --- -.._ Z O STRUCTURAL PLAN NOTES Q 0 O SINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS W J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J 00 ABOVE INDICATED POSTS. OPEN-WEB J015T REINFORCEMENT_ Z (� O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT J T1 TA EACH JOIST, j&" THK. x II-7/8" HIGH x 24" LONG. CENTERED T-i O ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF J0I5T IN Z }- it VERTICAL POSITION TO TOP E BOTTOM CHORD w/ "PL Q Z T-i PREMIUM" GLUE (OR EQUAL) 3 3" NAIL`i ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. D L- W cfl OPEN-WEB .JOIST REINFORCEMENT_ O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT cu ti = In EACH JOIST, " THK. x II-?/8" HIGH x 24" LONG. CENTERED O D ul O Q BENEATH LOAD BEARIN6 WALL ABOVE:,FIXED ON BOTH iu r"I J O SIDES OF J015T IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EG2UAL) 6 3" NAILS ® 5" W O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ REINFORCED F.J. BELOW: AS INDICATED BY HATCHING O Ll TYP. 5TL. COL.: r O 3-I/2" O.D. 5GH 40 HOT DIP 6ALV. STI.. COL. (ASTM AI23) = J U .1 BY SIMS STEEL (OR EQUAL) � Y OJ0157 HANGERS (WOOD FLUSHNPSET BEAM): PROVIDE 5IMP50N MIU2.56/II FACE MOUNT HANGER® EACH j Q F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS D ..:,; O JOIST HAN6ER5 (WOOD FLUSH/UPSET BEAM): ~` ' (2) 2"x8' HDR (2) 2x8' HDR (3) 2"x8" HDR F2-)7- HDR :`, Y PROVIDE SIMP50N MIU3.56/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS —- -� - -- (3) 2'x6' POST STACKED _ BENEATH 3 2"x6" to\ x POST ABOVE HEADER POST FRAMING NOTE: �� x - POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOWSTANDARD FRAMINO FRAMING GRAPHIC ON PAGE 6-003 UNLE55 BATHROOM#I ®p 0 NOTED OTHERWISE D q8 5 5.F. rnrn ------ ----- O c ® O n (2) 2"xb" POST _ --_- - ---- - Urn STACKED (2) 2'x8' HDR D 5ENEATH (2) 2"xb" (RAISED HDR HEIGHT) P05T ABOVE F:2, LTO FLUSH OST 8284.�� .#Iis 'RAISED HR -- DININ& OOM I �s � ( D HEIl T) Ott Q ul rn (3) 2"x4" P05T I Q1 O w STACKED 2"x8" G.J. -- >F-> BENEATH (2) 2"xb" ® I6" C.C. -- Lu N m POST ABOVE N O OIQ 1 Q 2"x4" POSTS z �-- Q, IA — STACKED DOUBLE F.J. BENEATH �. p U' ALL POSTS TO ®p w�� I, BENEATH (3) 2"x4" xl "I WINDOW/DOOR HDRS IN 0�� Cn Lu °I POSTS ABOVE _ z (3) I."15"xa.5" G.P. 2.OE LVL t> l u n rn •�„� O � _ � FLUSH 5M. (FLUSH w/F.J) -. BEARIN6 WALLS ABOVE O� � � � Cp 4 cw z rn X / (2) L75"x11.8 i5 n - - - - - ul rn J 11 rn G.P. 2.OF- LVL 51MPSON Q y' FLUSH BM. HHU55.50/10 HANGER (3) 2"xb" POST GREAT ROOM TO FLUSH 5M. 2 GAR . �cc 444.4 S.F. 5 GARAGE i �} WALK-IN CL. 511.0 S.F. _ _ __ _ I 51.2 S.F. �rn STAGKEDPOST m Z WI2x45 A36 STEEL DROPPED BM. WI2x45 A36 STEEL LRGPflE✓ E,1�. W - 13 O BENEATH (2) 2"xb" 6 51MP50N >� g n EGG25.31-SD53 (� POST ABOVE X .:;. 0 --- -- DOOR HDR _ w I CU rn (2) R HD _ - UPSET IINTO(BEDROOM WALLLABOVE HANGER I iry O cV Al -U--- ---- - - -- ------ -- (TYP. U.N.0) 0 ! z w 3 O V r (4) 2"x4° 5 p p I KITCHEN Iit i ~ O =_ P05T 7 �Y 282.5 S.F. -—-,- - -- - -- - - Q STACKED --�- N R> to 1, BENEATH (4) w w PO5T5 TO WINDOW/DOOR HDR O 2"x4" POST - - - -- I O = DOUBLE F.J. BENEATH ALL �' _ I O O r z _- w Q 4 ABOVE I -- --- -- r._ r,,,_•,w.- N _ IN BEARING WALLS ABOVE I N ®� CP Z a to 1 (3) 2x6 O f w POST TO -i PROJECT: �l� 1 � �-- --- i - - � RIDGE i Xi = (3) 2"x4" OPEN TOLL = _ r r P05T TO ABO x p cq ul rn _N in O D/W x w I ^� wU5H BM. r a - ry oil R OYA LTO N ROW tu � SI GL. - L 77 LOT 7 DESIGN A SIMP� N (2) 2"x8" HDR (2) 2"x8" HDR � 0 (5) 2"x4" POST I (2) 2"xl0" HGR �HHU5410 5 Lf HANGER TO FLUSH BM. I " DBL FLOOR (2) 2"X6" (2) I."l5"x11.875" 6.P_2.OE LVL FLUSH BM. JOIST COX NECK ROAD (5) 2";K4 �� -nom I � POST TO � f REF. --_ -- - ---- - FLUSH BM. I �0 O — le, 7 6 _ HALLWAY FLUSH BM. ®- - -- -- --! MATTITUCK NY 11952 D �O Lv� tx �Lcr I w-4 Q rn _ L� L 8 HDR 0 C7 � (,O p? p o Q �rn � �O ®o X �T (2) 2"xIO" HDR -�-"" I = �, _ Ott DRAWING TITLE: I n z 6 I p z ° z -n 11 n r" PARLOR Ix rn n o ' ,°� 142.3 S.F. PROPOSED STRUCTURAL PLAN n rp rn POWDER lit n I N ROOM rn PANTRY 42.0 S.F. - 34.-1 S.F. MUDROOM 80.5 5.F. I (3) 2"x8" HDR O 0 D OL (3) 2"xb" P05T p 11-7/8" TRIFORGE ® STACKED OJ514 OPEN-WEB I (2) 2"x8" HD!i 2 2"x8" HDR BENEATH POST TO (2) 2"x8" HDR(2) 2"x8" HDR PAGE: F.J. ® I6" O.C. ---�- ---- UPSET 5M. ABOVE `C - u,- T s '� Yry� -X j � I n;� "' r DATE: 4/21/21 13 OF 16 (3) 2"W' POSTS BENEATH _ 3'X8' TIMBER HDR. W/2'X6 ll CANTILEVERED FLUSH BEAMS � CENTER P05T 2 ANGLE P05T Gq4 —W— 1IKU3) PROPOSED FIRST FLOOR ST'S�!�'f"i���. ,1.a �LA1� � =�_�v SCALE: 1/4" = P-0" .._..... 0ENERAL` ERAL 5 I I " I50L ISE I : d a NEW PARTIAL HEIGHT EX15TINO TO BE DEMOLISHED Wui WOOD FRAME (L.G. STL. UJI WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q ' STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL F WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J POST FOR (9" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. WHEN APPL I GABLE) -- Z O 2 Z 5TRUGTURAL PLAN NOTES a � OSINGLE SPAN STRUCTURAL MEMBER: uLj STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICE5 DIRECTLY J J 00 ABOVE INDICATED POSTS. OPEN-WEB JOIST REINFORGEMEN'r: Z O O2 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT O EACH JOI5T, ;;" THK. x II-7/8" HIGH x 24" LONG, CENTERED ,D � O ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IIN p VERTICAL POSITION TO TOP $ BOTTOM CHORD w/ "PL fJ Qz �-I PREMIUM" GLUE (OR EGtUAL) ¢ 5" NAILS ® 5" O.G.;SEE AL50 to LL' J N JOIST MANU. SPECIFICATIONS. OPEN-WEB JOIST REINFORCEMENT: OLo w T4 ul LL O3 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT ~ = Lr) EACH JOIST, gj" THK. x II-7/8" HIGH x 24" LONG, CENTERED BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH O J O SIDES OF JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EG!UAL.) d 5" NAILS ® 5" W O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ REINFOf�GED F.J. BELOW: AS INDICATED BY HATCHING C.) TYP. 5TL. COL.: W w O 5-1/2" O.D. 5GH 40 HOT DIP GALV. 5-L. COL. (ASTM AI25) (2) 2"x8" HDR BALCONY > A = J BY SIMS STEEL (OR EQUAL) 2) 2"x10" G.J. V '--I BENEATH EXT. WALL - - - - OJ015T HANGERS (WOOD FLUSH/UP'SET BEAM): Cj W ""' -"' 2"x10" G.J. ® 16" O.G. a PROVIDE 51MP50N MIU2.56/II FACE MOUNT HANGER ® EACH w/ 51MP50N LU528 F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS HANGERS ® FLUSH 5M. I <:, OJOIST HANGERS (WOOD FLUSH/UPSET BEAM): PROVIDE 51MP50N MIU5.56/11 FACE MOUNT HANGER ® EACH = a^ (5) 2"xb" O I (3) 2"x10" HDR RAISED TO TOP F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS �0 p POST TO - - "M•, x ? PLATE HEIGHT;SPANNING FROM RAISED HDR = 1 N Qr O CANTILEVER TO INDICATED POSTS BATHROOM#2 HEADER POST FRAMING NOTE: 126.5 S.F. POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOI^! 2"x10" G.J. . _..__,..,,_,_,,._.__,_..,..___ __,...__.......___._. STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLESS I -:_•:......... ..:•.•:,:,,.................,_ NOTED OTHERWISE 2"x 011 G.J. ® I6 O.G. _- - E � � .................... (2) 211x611 5) 2"x4" P05T TO ,__... ___.^^^__,..,__,,,__,^ _ __ _ .._. POST TO RAISED HDR FLUSH 5M. - I ter. :,, �x,::...�„-= a�vsm..,.sv. .ssw .�. ..wwv���cevrewvreawwws,._s_....., sxw-me... .__- a.._•_mcuwn...__ xv .....____.....,...._._._. _ BENEATH P05T TO RIDGE (2) 2"x8" HDR (5) 2"xb" POST TO VALLEY BEDROOM #2 POST TO-/ __•___. '- -.._ - -___ - ................... FLUSH __...._,_,,,,,,.,,,,_.,,,_._.._._,,,,,,,,,,,,,,,_,_...._,,.,,,,_______ p i 331.0 S.F. FLUSH BM. � �+.„,w.wwewww... m„ , .....,._.__. -._m� a _ ..,__._. ....,. __ - ._�_..,..._ - W.�_ _..... _ N Q l NA.L.K-IN GL. -------------- _ - - - ;- - 611 U _ —.. _ UP_,-T BM. _,,._......_.._..__...., __...,____,__,,,,_.,,.,__.....__.,___„_„_ _...,___._.._._., ,_..._____...._„___..... `- � BEDROOM #3 _ n _ _ _ _ _ _. - - - ____.,,., _,,,.._._,____,,.,, .,_,,,_,,,,_______...,,_,_,__....._____ :_._.__. ............ _ 188.6 S.F. a I 2'x10 G.J. ® I6 O.G. _,-:,,.,-,-,_„ .-.-,_,..._- -..__.__._ _ _ _..____.__, _..__._.._._______ ,_�__ _._,_„_.,__._ __,_�„____._,__._..._,_____,.____.___...____,._„__ _ ..__ w/ SIMPSON LU528 - ,_,, .,.,,,,,,__ ___,.___,.. ._._.,,_ _m __ W:::_ _... ...,_..,,.....__,.,,,,...., _,,,.._............. _.,....,,, HANGERS ® FLUSH BM. _ _ __ .._ ,,,._ ..,... .. „__,,,_,,,,.,_ ,, 3 , ^1111 i-E ti C ._. m Vv�l,f` ------ - ka MPO (2) 2°x611 I _ HANGE 0/10 POST TO ,,. . .. .... _ ,. ..............._.__._.., _,,,.. _,., >� I'p r, 1 HANGER x a..__...-.�iI = -1 UPSET BM. cV u>> �� II �w.ww.... .............v�..r...ww.w.w.:..w..-_..r„rn._..,ww.®.....«www...-w... ,...,:... w......w.n....wm.w___....ww....,:.ww..:..w....:�..w...w..w. ..... .w.......w 3( I.'TS x11.25 O.P.6.P. 2.0E LVL UPSET BM. •'°�"- N (5) 2x4 POST G u EN - __...,_.....,_. _._______...____ ,.__._.,..._,., _,_.___. _,._... ..........___,.,. _,..,.,,,,,_,....,.._...,__.__.....,.. .,,_,.,.. I B EATH POST TO RIDGE _. ._,,,.,.,,,.,,_. TO FLUSH BM. (2) 2"x811 I (2) 211x8" O , ww...w. _ _ I ,.._„ .w..wM....,_,n .w.w.www ,_w_.�.....w _ _ _,.,.,.,.., w ww .w ,.«� w w ......_,— w. ..,_•.-. w. www w w w DOOR HDR (2) 2 x DC�.,L IDR „ H>✓�R 1YP.U.fv.OJ H (TYP. U.N.O.) ( (4) 2"x4” ! - -- w � w _ I � II Z Lu I ATTIC P05T TO I I I I GL. (2) 2'x6 HATCH UPSET BM. I I RIDGELi _ ..,.. ...,_,,,._,_............._,,._-___.__,,,,_,,.,..__.,,,.._..._.____.,_.,._. _r• :,. _____ I N 2 xi0 G.J. E ---- --- --- --- - -- - - E � - x ® 16” O.G. ttttE I .._...............^...... BATHROOM #3 LAUNDRY/ CLOSET 100.0 S.F. O zf x ® 46.7 S.F. - OPEN TO O � II (2) 2'x6 POST N BELOW V ® N (5) 21x4 POST BENEATH P05T BENEATH P05T I 1;! €•E E - `Y -:,:-.w :,, _.__..._m W: - -= _-:. ��L 0 TO RIDGE TO RIDGE f I IEE' ' i — — _ PROJECT: (2) 2"x811 HDR (2) 2"x8" HDR L - �- �c 0` 3 2x4 POST �•,,,. � = BENEATH POST I E ',„,m:_ R OYA LTO N R O W (2) 2"xb" Cla a O (2) 7.5" LVL HDR TO RIDENEDROOM #4 I 1 1'iI IE , E I Il I'. _., _.,.,.^..,,:_,: u_._.___::__m _ ,: e 3 I: : LOT 7 PO5T TO 250.0 S.F. € j ! E l ;I E , -- _......___..,._._..._.,..__.._.__ _.__m„_,.._,.,. ,_,...__._...... _. DESIGN VALLEY p I -------- --- „ PROVIDE NAILING 6 3 ¢i STRAPPING PER PAGE 0-005 FROM UPSET BM. I `•E € E �; - www ww _ � TO G.J. S R.R. ABOVE � - O t i I E� t f � i E�! �±E �I I 1 X NECK ROAD „I f-AMITY ROOM it �I 1 i f;l is; z E j �! MATTITUCK NY 11952 N 2"X10” G.J. i { 3 a 200.5 S.F. (� N a ® 1611 O.C. s (5) 211x81' HDR 1."15"x'1.2511 O-.P. 2.OE LVL UPSET IBM. _ - I E '� ; 3; ;I 1=1 , ' DRAWING TITLE: BENLATH POSTS TO RIDGES -- . 37'` E #€ i PROPOSED STRUCTURAL PLAN (✓) .- XGEEE �Ef E€ 3EE 3 Ef ` £E� � iEE �_ POST TO-/ D UPSET IBM. UPSET BM. I II (2) 2'x8 HDR N 211x10" C.J. I Ili ( i,ia Ei i � E81 I:' EEI E1 1111 1f': �� +Ei E E E�3 E; � !`: ij, � E .: + E::€'' •< E`s€ ' I I E E>�� E( � 1 E E ��E E I I I U1 , o PAGE: j (5) 2"x811 HDR BETWEEN POSTS - I (POSTS LOCATED ABOVE FLUSH BEAMS BELOW) 1'1 + { ( j 1 {, I ' l ¢ !€ E1E 02%...—..—.......—� —#Lli— i E; i iiI E iE '•P• 1 SE E t E E' t'. 0 0 Vow,h, (2) 2'x6' P05T5 TO EXTENDED HDR d l�3 � �I EE EE IE EE• it E �� ? Ei � � FE 1{�l � I i El 3I �i i DATE: 4/21/21 14 OF 16 6' N c C) t„ FROPOSED SECOND FLOOR STRUM i URAL. PLAN SCALE: 1/4" = 1'-0” a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. W � -j EXISTING TO REMAIN WHEN APPLICABLE) J �-1 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL - STL. WHEN APPLICABLE) a NEW I-HR FIRE RATEDElMIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS _J WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL P05T FOR 6" WALLS), U.O.N. � t NEW 2-HR FIRE RATED d WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) Z O ; Z STRUCTURAL PLAN NOTES a 0 SINGLE SPAN 5TRUGTURAL MEMBER: I � W STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY D J 00 ABOVE INDICATED POSTS. Itt OPEN-WEB JOIST REINFORCEMENT: O > ul , Z � � O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT W EACH J0I5T, ;;" THK. x II-'I/8" HIGH x 24" LONG, CENTERED ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN 4 VERTICAL POSITION TO TOP 8 BOTTOM CHORD w/ "PL a Z 'ri PREMIUM" GLUE (OR EQUAL) $ 3" NAILS ® 5" O.G.;SEE AL50 J015T MANU. SPECIFICATIONS. V' W Cfl OPEN-WEB JOIST REINFORCEMENT: L0 X-i O PROVIDE 055 20 O.G. (SPAN RATING->) REINFORCEMENT AT EACH JOIST,A" THK. x II-7/8" HIGH x 24 LONG. CENTERED W BENEATH LOAD BEARING ALL ABOVE, FIXED ON BOTH O J SIDES OF JOIST IN VERTICAL POSITION TO TOP b BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) $ 3" NAILS ® 5" W O.G.;SEE AL50 JOIST MANU. 5PEGIFIc:ATION5. 2"x8" R.R. O I� LOAD BEARING WALL w/ p / REINFORCED F.J. BELOW: — Ww 11- O 4 AS INDICATED BY HATCHING — toW TYP. 5TL. COL.: ❑ --- - - - - - - - - - - - - ❑ O5 3-1/2" O.D. 5GH 40 HOT DIP CALV. STL. COL. (ASTM AI23) CJD 2"x8" R.R. �� 4"x3" ALUM. = J O N BY SIMS STEEL (OR EQUAL) O O.G. I DOWNSPOUT DOWN BY ® I6" J TO SPLASH GUARD I I a 'r:J015T HANGERS (WOOD FLUSH/Uf'5ET BEAM): ❑ ® GRADE (TYP) PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER 5PEc:IFIGATION5 OJOIST HANGERS WOOD FLUSH PSET BEAM): PROVIDE SIMPSON MIU3.56/11 FACE MOUNT HANGER ® EACH - — — — — — — — — — — — � a x F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 2"x6" R.R. ® I6" O.G. (BELO 6:12 PITCH N -15:12 � - 1 .•I I— — 5:12 PITCH HEADER POST FRAMING NOTE: mEl I POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW _ _ _ STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS — — — — — NOTEDOTHERWISE � - - - - - - - - - 2"x8" R.R. '- - - - - - - - - - - - - - - - - - ® 12" O.G. 2"x4" P05T[(5) TO RIDGE Lu II •ao<t✓� ®1 I6" O.G. � � � ' O A I I ❑ � I � cv POST O m x _ L — � (2) I.75"x11.25" O.P. ZOE LVL RIDOE VALLEYS — �� PROVIDE FRAMING U EXTENDING TO R.R.- * x Q ABOVE BM. BELOW = N � I A I i - I 1 (2) 2"x12" RIDGE (2) 2"xb" POST rn TO RIDGE F _ n p 11I ATTIC HATCH �v �{ I I w RHEEM 115,000 BTU �r✓ �(f^�'� _ i (2) 1.-15"x11.25" G.P. ZOE LVL RIDGE i � ® N CAS FURNACE MODEL S 2'x8" R.R. �� ® N j U ►� _-- 2 O (OR EQUAL) �\y (OVERLAY) OJT O XI it _x I O -- ----' -- x No. Wg5TG1151524M5A �' a 16' O.G. F�' U ---------- (� v n Xo P05T TO uj 61 ®_ O I RIDGE ---- ---;---- --- --- - N N (3) 2"x4" T- hI ® ►� I I j N x�i RIDGE O POST TO Q~— CA I I Q RIDGE tv O A (3) 2"x12" RIDGE (3) 2"x12' RIDGE (5) 2"x-4. 130' ti a PROJECT: P05T5 TO i;lncw ® N 11 1ly 0® N = << ° -A o I . I ROYALTON ROW _ _ _ _ � I I I x 2"x R.R. nA i C — — � - - - - - - - - LOT 7 DESIGN A — J r — — — — — — — 4"x3" ALUM. N ® I6' G. 2x8 R.R. DOWNSPOUT DOWN I m (OVERL ) i TO SPLASH GUARD PROVIDE NAILING b STRAPPING 2'x8' R.R. ® I6" O.G. ® GRADE (TYP) ® I6' O.G. PER PAGE C-003 FROM R.R. b I ❑ 1 G.J. TO HDR`UPSET BM. BELOW COX NECK ROAD 9:12 FITGH 15:12 PITC I_ �� 01:12 PITCH --I MATTITUCK, NY 11952 N ® ; I q:12 PITCH 36:12 IT H X 6` fi 2'x8' R.R. I (Y 2x8"IR. . FRAMING FROM y (BELOW) X 36:12 PITCH P ® 16' HDR BELOW TO DRAWING TITLE: i �� � i I I EXTEND TO R.R. - - - - - -- - - - ------------ - - ---- o L- - „ 8„ ®X6" R.R.. - a 16' R.R. - — — — J PROPOSED STRUCTURAL PLAN 2"X,5" R.R. _ 2x8 R.R. 0.1 ❑ - - -- - - -- - — — — ❑I a I6" O.G. ® 16" O.G. O - D p UI p , I O X iv 2x6 R.R. PAGE: ® I6 O.G. � 1 I r 1 r-! TIMBER L� I b-103mvv (2) 2"xb" 4" J w x3" ALUM. ® I6" O.G. POSTS TO ul DOWNSPOUT DOWN TO SPLASH GUARD RIDGES 4"x3" ALUM. 4"x5" ALUM a GRADE (TYP.) DOWNSPOUT DOWN DOWN POUT DOWN TO SPLASH GUARD TO SPLASH GUARD DATE: 4/21/21 15 OF 16 ® GRADE (TYP.) ® GRADE (TYP) O o, FROFCSE17 ROOF STRUOTURAL FLAN SCALE: 1/4" = 1'-0" n. Q W W J Q O J J_ F— (L Z O H Z Q W J J 00 Z e� e� . � O Q Z r-1 V' w C4 Lo O Lu cr w ~ V cr ' f 4" FRESH AIR VENT : J I L THROUGH ROOF V v U I I- 1 2ND FLOOR w FURN. I -- --- - 1 - BATHROOM#3 - # BATHROOM#2 BATHRdJM#� � i LAUNDRY BATHROOM 2LAUNDRY NOTE: NOTE: ALL PLUMBING WORK ALL PLUMBING SHALL CONFORM TO r -j I I I 11 I I 1 o Q4p� I Q4p� LOCAL PLUMBNO CODE LAUNDRY FUEL GAS WORK 0 :211 1 :2111 .! I I 2 12 I 2 1 II I B II I B I I 8 I I Q SHALL CONFORM IL I 1 -II i I' I TO LOCAL p I I i I I I 1 �QQ O 1 I 1 1 I 1 I I I I 1 PROVIDE "ABESGO FP200 FR X 3 I I I I 3 z Q 1 PLUMBING CODE 4 I I I I p I I Q4 Q4 I Q z FUEL GAS I B I L.B�� I 1 2" 12" 1 .B I I 8 2"� I 1 EXPANDING FOAM" (OR EQUAL) U v K I 1. I Q4 Q4 I I �4 - --� v I IX EGEND O j U I I 1 I I I AT ALL PENETRATIONS IN FIRE w W.G. - vl I� U� I� �I �� K I �� v 1 1 K �l1 I 1 K W.G. �I I U ' 0 _ II 1 I II 1 f II FLOORS/TED NG ILNGSD PRODUCT N m NI IQl Q1 I �1 TUB �I Ix SHOWER �14, I I �I Icl NI II*IT SUB ER N -----� HOT WATER N ry PI PIROVIDENQ EII BESGO FP2oo FR W.Ki. 1- 11 I W� J' �. i(�� iN N N ` �� �N I� N� I� SUPPLY - I I SHOWER I- 1 12 CONFORMS TO ASTM E 814, I I I I 1 �1 I __ L_L. _ ___ ______ _-_ _. EXPANDING FOAM" (OR EQUAL) - ----- --------- --- ------------------------- - - - _..�— 1 GOLD WATER AT ALL PENETRATIONS AT WALL5 CS.0. 2 2 2 3 ' _ ----- . _ � 1 TUB 1, TUB I I WASHER ASTM E 84, AND UL 14"19 � �——-' ----------- SUPPLY — - - - - 1 C.0. � - - --- -- -- --- E AND FLOORS/CEILINGS - POWDER ROOM KITCHEN BATHROOM I I 1 i 2.PRODUCT CONFORMS TO ASTM BATHROOM#I I PROVIDE "ABF-500 FP200 FR 814, ASTM E 84, AND UL 1419 POWDER ROOM KITCHEN NOTE: 1 :1 EXPANDING FOAM" (OR EQUAL) ALL PLUMBING WORK I I AT ALL PENETRATIONS IN FIRE 2" _——— — _ 2" SHALL CONFORM TO I RATED WALLS AND _ —� __ LOCAL PLUMBING CODE p I 1 FLOORS/CEILINGS. PRODUCT Q' KITCHEN I GREAT ROOM r 1 "T �——, O Q4 I CONFORMS TO ASTM E 814, o 2 2 211 I 1 Q4 �I 44 1 ASTM E 84, AND UL 1479 O II 1 II 1 p� r — I I I I GLEAN OUT F 11 B I I f 8 B I I N 2111 I 3' I AS REQ'D N [� f I j S i B I B 1 12 OC I I 3 I I U I I I I 1 I GAS Z V FIREPLACE REPLACE w I IL I 0 I I i I 04 I VENT' IL I PROVIDE F.A.i. 01 I W.G. v l I I I I '� � I I- 11 I- 1- 11 14, SHOWER �. IN I� DW i� ryl �\ JHOWcR 1 RANGE 1 - W.�. W.G. ivl 1= m NI I_ m n1 iry N1 �n 1 - I DW - 1 1 I ---- --- ---- I -- --- ---! -- ---- ---- -- I - - — - m I - -- - ---- m-- ---- ---- REGULATOR - -�--- ---I -- 1 ( OAS SUPPLY - ROOM 0.0. I I � 4 4" HOUSE II TO STREET MAIN DRAIN G.O.', I I rWATER MAIN I 1 + I TO GA5 I 1 ; 3 BROOM ' MAIN PROJECT: 4" J TO SEPTIC ? m SYSTEM v w I ROYALTON! ROW U I I p I5T LOT 7 DESIGN A ' FLOOR 1 j COX NECK ROAD FL.UM51 N RISER - r7)RA I N / NASTE / VENT FLUM51 NO RISER — SUFFL""r CCAS RISER — SUFFL`r MATTITUCK, NY 11952 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: ff IR 0 Aow Lo L v DATE: 4/21/21 16 OF 16 v` mac`',,,• -.<. ,5;'".,. 4