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HomeMy WebLinkAbout46274-Z �o�OS�Ff~ �G Town of Southold 5/19/2022 a P.O.Box 1179 o - o _ .'� 53095 Main Rd AA Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43093 Date: 5/19/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 515 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.32 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. 46274 dated 5/19/2021 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 finished basement, covered front entry, second floor balcony,rear concrete patio and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0612 5/5/2022 ELECTRICAL CERTIFICATE NO. 46274 3/3/2022 PLUMBERS CERTIFICATION DATED 1/26/2022 'cha d . Cannarft ut oriz d Signature �SUFFot,��o TOWN OF SOUTHOLD �o aye BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y o� 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#: 46274 Date: 5/19/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 515 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.32 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 11/18/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.40 CO-NEW DWELLING $50.00 Total: $3,024.40 Building Inspector pF SO!/j�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sear.devlinCcZtown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maratime Cap LLC Address: 515 Royalton Row city,Mattituck st: NY zip: 11952 Building Permit#: 46274 Section: 113 Block: 7 Lot: 19.32 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 Floor Heat 3 Duplec Recpt 111 Ceiling Fixtures 13 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 112 Heat Detectors 1 Transfer Switch 200A A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt G8S Emergency FixturesTime Clocks Disconnect 4 Switches 75 4'LED 4 Exit Fixtures Pump Other Equipment: Fridge, Mini Fridge, Gas Oven, Micro, DW, W/D, Hood, Gas FP, Sump, Septic Disco, 200A Panel 54 Circuits, 200A Whole House Transfer Switch Notes: New Two Story w/ Finished Basement -Inspector Signature: Date: March 3, 2022 S. Devlin-Cert Electrical Compliance Form 'aso�Tyo Town Fish Annex Telephone(631)765-1802 54375 Main.Road Fax(631)765-9502 P.O.Box 1179 r Q :. Southold,NY 11971-0959 '• � _- BUILDING DEPARTMENT TOWN OF SOUMOLD f CERTIFICATION i Date_ a= l a Building Permit No. oZ 7_ '�O/ � M, A, Owner: f-, ma-Aln 2 (Please print); / Plumber: �lPWI O O � C 44A k% (Please print) I I certify that the solder used in the water supply system contains Iess than 2/10 of I% i lead. • 1 '_(Plum :.rs,-.egnstiac+e): l Sworn to before me this I day ofRG'h ; 20 1 Notary Public, /VC`s 1 C-ln County Nwfl61, /VO. o I TF 62_9 q� S (GVh lvl I SI f U^ �4 preS `Jec. 6• �}�5 soUTyolo l Y 27 9 -p, # TOWN OF SOUTHOLD BUILDING-DEPT. �ycoum, 765-1802 . . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] 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: DATE D Z INSPECTOR e �aOF 50U1y0 I &2- 7 � o . # TOWN OF SOU.THOLD BUILDIN� DEPT. `ycourm, 765-1802 L INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACES&'CHIMNEY [ ] FIRE SAFETY'INSPECTION [ "]-,.FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS:_, 7P ,�,,� DATE I INSPECTOR / OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: n t �i ��►'� '���--c�i�t C,iCom- �--� �. DATE INSPECTOR ��� OF SOUIy�� * TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND-- [�rSLATIOWCAULKING U FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION _' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [" ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- C Af-M6 - SELF -CLzn�& Arcs cF 60,mg6�//4A t/b j._ls 69MCv8, �L/9�/S r-2 F_.yi s NG h b,4,s6mc f,1T G S) mawl Tg�b --rte EI�c rYL7:CL.214L DATE �t- 1'�—Zz_ INSPECTOR o�aOF SOUK°l 27 q # # TOWN OFSOUTHOLD BUILDING 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: �^ DATE INSPECTOR Pot; -z-7q Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECiURE Brooklyn Office:450 951h St,C9,Brooklyn,NY 11209 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 January 26, 2022 RE: Royalton Row-Lot 3 515 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 515 Royalton Row,the thermal barrier and fire protection assembly for the floors were installed per NYS Building Code. Please contact our office if you have any_questions. Thank you, Anthony Portillo, RA, LEED AP 374(3 O JUN 2 2 2022 BUILDING ctrl: TOWN OF SOUTHOLD Royalton • Lot 3 Tax . • Foundation: +`F OW JUN 1) 2 2022 ff ` �, �1�' .urs►•� - i I 11� � i Il !► ��� � iii �I: ,yr, � ����� :, Strapping: Insulation ILA Rough e _ k j, i i Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2620 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 515 Royalton Row Mattituck,NY 11952 Test Date 3/18/2022 Building Permit M 46274 Compliance Pathway. Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Hoene 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 1,955 19,550 ❑Conditioned Crawl Space 1s` 2,059 18,531 ❑Sealed Attic 2nd 1,933 19,330 *The conditioned floor area of dwelling is calculated in 3,d 0 accordance with ANSI Z765,except that conditioned floor Attic 11,823 area includes areas where the ceiling height is less than 5 Total Volume 69234 ft. CFM @50 pa 1 34411 Air changes/hr@50 pa 2.98 Code Compliance:, Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFW 100 ft2 CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ft2 CFA N/A Code Compliance: Exempt Ail building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement, section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: ti �"", Date: 3/18/2022 Chris opher Silvia,Home Energy Solutions 5/16/22, 12:33 PM Chapter 236-Lot 3-515 Royalton Row.jpg r ^:x MAY 1 6 2022 + an.,r hftps://mai1.google.com/mail/u/0/?tab=rm&ogbl#search/515+royalton/FMfcgzGpFgWRHgsXKZRQsFzhxFzjLPTI?projector=1&messagePartid=0.2 1!1 5/16/22, 12:33 PM � L Storm Shutters-Lot 3-515 Royalton Row.jpg t. ■ f !�°... _ r '���� �'� '• y ;'a+il®A.�'� ,, t j '�i?t�r�, a�,r' 1 's a . t .i https://m ai1.google.com/mail/u/0/?tab=rm&ogbl#search/515+royalton/FMfcgzGpFgWRHgsXKZRQsFzhxFzjLPTI?projector=1&messagePartld=0.2 1/1 1 ,5/16/:x, 12:32 PMEnergy Ce rt Mounted to Panel-Lot 3-515 Royalton Row.jpg Builds 20It4"`'1t Epvelope Nt Addrq, rT,� a'.Dt rl„ieio y a I'd DU ct re„dna PO^nn t.w=�m"yelr". k'a•ttt,,��Rhtq�g aplp�by Ca 21nr, •aa.r�y,.l• '►v. nF c�• 311 ••t -,; Ne..q a yYtl 671-A VY Ilio ESNYT a.,B, •�� )luildinN t1 V e1 '4 NA11110 atttlft t'olumr(j e i htheaq kr III e t 1 pleryoo, BPI« n, t Ir@ 2^ 1,933 I6,3SO 3q 1 ❑r���. Aurc 0 I 1 , m^dhleny eoa e M Thal vel g2.1 .d•'r -1 IN nZ±� �a r•ttvtetel y, CF (�501Se 3Ytt sale tf234 A eiu"de..e.s,dyr�� uset co,wta..a Au c ^t twWn y es M"os. ..........._ Duct TiP•2.ta .-_ �1tt1l LS: Cade('o•sp Post('onatructio■Tpt_ l.n<r: SYst<o>-t:Kith--.00 s-�D ._--- Total Duaylea Lea ge Daa L<x;etirot Candid an f lar An:a —,- - t.'akage ('FA1'nl 25pa N7q CFMIl00 ft'CFA N SMew-2:WitWa CotMlHsa Spee CW CoapY.ece: Rum Dtra otor—,mion f ondltio■ed__ IAree--�-�— CFM(aj 25paNIA CFM/100 r cF N!A CNe CtaPaafte, SytlemJ:Witt'■Cooditloa Spaee Duct Location Cohditianed Spaee Fkaor Area -- Leakage CFM�v "P'FN'- CFM/100 Rt CFA yV/A Cede C,Otopllaaa: U✓'- All bulidln enveb t qI3 6 Pe tlghtlrsess tertln has been verlFkd udrg kutrumems atd pmttdurn specified.n AS'M E1927 a qw9 d a j 2018 ICCC as amended by the 2020 New York State Supplement ucoon 002.4.1.2.The bvJdlnt duct and plenum system hn peen _ verified as requHed by the 2018 IECC as amended by 2020 Newyork State Supplement.Section 40334 Signature: Date: 311VA22 W` ChrWapher Silvia,Home Energy Sdutiawt d!6 id1� https://mail.google.com/mail/u/0/?tab=rm&ogbl#search/515+royalton/FMfcgzGpFgWRHgsXKZRQsFzhxFzjLPTI?projector=1&messagePartld=0.2 1/1 5/16/22. 12:32 PM �rn�k �lp'Z Adrain pipe Lot 3-515 Royalton Row.jpg a 7 SII AV4Rt4 14q a M1 J" , w' t MAY 1 6 2022 TOWN OF SMUTTIOLD https://mail.google.com/mail/u/0/?tab=rm&ogbl#search/515+royalton/FMfcgzGpFgWRHgsXKZ RQsFzhxFzjLPTI?projector=1&messagePartld=0.1 1/1 5/16/22, 12:32 PM e(yh4� "1 Basement railing 1 -Lot 3-515 Royalton Row.jpg �0VE i https://mai1.google.com/mail/u/0/?tab=rm&ogbl#search/515+royaIton/FMfcgzGpFq W RHgsXKZRQsFzhxFzj LPTI?projector=l&messagePartld=0.2 1/1 by ` _ - r �qi ri if As { 6� '\ 4 Al Y, J' f' sig a. Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 515 Royalton Row Mattituck,NY 11952 Test Date 3/18/2022 Building Permit#: 46274 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Hoine 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 Q Conditioned Basement Basement 1,955 19,550 ❑Conditioned Crawl Space 15Y 2,059 18,531 Sealed Attic ed 1,933 19,330 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI Z765,except that conditioned floor Attic 11,823 area includes areas where the ceiling height is less than 5 Total Volume 69234 ft' CFM @50 pa 1 34411 Air changeslhr@50 pa 2.98 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ftZ CFA N!A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM1100 ACFA N/A Code Compliance: Exempt All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 3/18/2022 Chris opher Silvia,Home Energy Solutions y � a-) 4 XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95th St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 ® C December 22, 2021 DEC 2 31011 RE: Royalton Row-Lot 3 BUILTOWN DING DEPT 515 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 515 Royalton Row,the 1St and 2nd floor foundation,framing and strapping, and insulation were all installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony ortillo, RA, LEED AP I ^` ( . _ �� � •jam.} Royalton Row, Lot 3, Design A HVAC Load Calculations for Marrcon LLC E El 1-6my ' r w wwkrr wrvAaw%- I EmmTi`nAi-, HVAC LOADS 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 3,Design A Bay Shore,NY 11706 Page 2 P*ct Report General Project Information Project Title: Royalton Row, Lot 3, Design A Designed By: Matthew Wynne Project Date: Monday, August 04, 2014 Client Name: Marrcon LLC Client Phone: 646-343-7400 Client E-Mail Address: marrconlic@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 Southeast Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check Figures Total Building Supply CFM: 1,914 CFM Per Square ft.: 0.508 Square ft. of Room Area: 3,767 Square ft. Per Ton: 787 Volume (W) (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: 43,049 Btuh 92 % Total Latent Gain: 3,498 Btuh 8 % Total Cooling Required Including Ventilation Air: 46,547 Btuh 3.88 Tons (Based On Sensible+ Latent) 4.78 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building,Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Page 3 Load Preview Report Has Net Rec ft? Sen Lat Net Sen Min Min Sys Sys Sys Scope AED Ton Ton /Ton Area Gain Gain Gain Loss Clg Htg Act CFF M CFM CFM CFM FM CFM Building 3.88 4.78 787 3,767 43,049 3,498 46,547 62,534 798 1,914 798 1,914 1,914 System 1 1st No 1.92 2.36 827 1,953 21,258 1,813 23,071 31,446 406 969 406 969 969 Supply Duct Latent 762 762 Return Duct 0 185 185 296 Zone 1,953 21,258 866 22,124 31,150 406 969 406 969 969 1-1st FI Dining Room 132 3,364 91 3,455 3,727 49 153 49 153 153 2-1st FI Kitchen 300 1,616 114 1,730 3,498 46 74 46 74 74 3-1st FI Pantry 37 334 43 377 990 13 15 13 15 15 4-1st FI Parlor 142 1^,770 59 1,829 2,176 28 81 28 81 81 5-1 st FI Great Room 444 4,504 64 4,568 4,599 60 205 60 205 205 6-1 st FI Bedroom#1 /Closet 359 3,833 163 3,996 5,703 74 175 74 175 175 7-1st FI Master Bath 99 1,484 123 1,607 3,119 41 68 41 68 68 8-1 st FI Powder Room/Mudroom/Hall 179 3,047 135 3,182 4,330 56 139 56 139 139 9-1st FI Foyer Area 261 1,306 74 1,380 3,009 39 60 39 60 60 System 2 2nd Yes 1.96 2.42 749 1,813 21,790 1,686 23,476 31,088 392 946 392 946 946 Supply Duct Latent 709 709 Return Duct 1,033 172 1,205 940 Zone 1 1,813 20,757 804 21,561 30,148 392 946 392 946 946 10-2nd FI Bedroom#2 306 4,407 133 4,540 5,722 74 201 74 201 201 11-2nd FI Bathroom#2 127 1,562 94 1,656 2,977 39 71 39 71 71 12-2nd FI Bedroom#3/Closets 306 3,147 88 3,235 3,895 51 143 51 143 143 13-2nd A Bedroom#4 273 3,617 191 3,808 6,164 80 165 80 165 165 14-2nd FI Living Room 192 2,696 133 2,829 4,395 57 123 57 123 123 15-2nd FI Front Hall 68 1,600 42 1,642 1,770 23 73 23 73 73 16-2nd FI Open-to-below/Hall 354 702 15 717 1,190 15 32 15 32 32 17-2nd FI Bath#3/Laundry/Hall 187 3,027 108 3,135 4,036 53 138 53 138 138 Sunday, April 25, 2021, 9:26 AM GunUay, April 25' 2O21' S:28AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 PNq_5 5 System 2 - 2nd - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000 20,000 15,000 m c 17:1%-Diff.from Avg.- Ca 10,000- 5,000-- 0 0,0005,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass :° 1.3 x Average / Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summar --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 17.1%. 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Page 6 Total Building Summar Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A:Glazing- 38.1 756 0 1,191 1,191 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B: Glazing- 17.1 338 0 534 534 C: Glazing- 167.7 3,333 0 6,127 6,127 F:Glazing- 28 556 0 876 876 02:Glazing- 84 1,667 0 2,623 2,623 01: Glazing- 84 1,666 0 1,905 1,905 E: Glazing- 32.7 648 0 1,020 .1,020 K: Glazing- 58.4 1,161 0 1,955 1,955 O: Glazing- 14.4 286 0 450 450 03: Glazing- 21 417 0 656 656 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 344 344 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 387 387 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 3471.3 14,633 0 6,869 6,869 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 35,542 0 32,709 32,709 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 16,231 1,828 7,496 9,324 Infiltration:Winter CFM: 158, Summer CFM: 85 10,761 1,670 1,861 3,531 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 982 982 Total Building Load Totals: 62,534 3,498 43,049 46,547 Check-Figures Total Building Supply CFM: 1,914 CFM Per Square ft.: 0.508 Square ft. of Room Area: 3,767 Square ft. Per Ton: 787 Volume (W) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 Fpding Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 43,049 Btuh 92 % Total Latent Gain: 3,498 Btuh 8 % Total Cooling Required Including Ventilation Air: 46,547 Btuh 3.88 Tons (Based On Sensible + Latent) 4.78 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, 9:26 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen;Building.Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11 70(1 Page 7 Building Bar Graph 20,000 15,000 Building 10,000 Loss 62,534 Btu h 5,000 I 0 Floor 7% Wall 23% Door 0% Infiltration 17% Roof 4% Glass 22% Ductwork 26% 25,000 20,000 15,000 Building Gain 46,547 10,000 Btu h 5,000 1 0 Floor 3% Wall 15% Door 0% Infiltration 8% Roof 5% Glass 47% Ductwork 20% AED Excursion 2% Sunday, April 25, 2021, 9:26 AM Rhvac-,Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design.A Ba Shore,NY 11705 Pa e 8 System 1 1st Summary Loads Component . Area Sen Lat ,, Sen Total Description Quan Loss Gain . Gain Gain A:Glazing- 38.1 756 0 1,191 1,191 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B:Glazing- 17.1 338 0 534 534 C: Glazing- 106.7 2,121 0 3,847 3,847 F:Glazing- 28 556 0 876 876 02: Glazing- 84 1,667 0 2,623 2,623 01:Glazing- 84 1,666 0 1,905 1,905 E: Glazing- 16.3 324 0 510 510 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 17,895 17,895 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,366 947 1,415 2,362 Infiltration:Winter CFM:82, Summer CFM:44 5,579 866 966 1,832 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 AED Excursion: 0 0 982 982 System 1 1 st Load Totals: 31,446 1,813 21,258 23,071 Check Figures Supply CFM: 969 CFM Per Square ft.: 0.496 Square ft. of Room Area: 1,953 Square ft. Per Ton: 827 Volume (ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 [-System Load's Total Heating Required Including Ventilation Air: 31,446 Btuh 31.446 MBH Total Sensible Gain: 21,258 Biuh 92 % Total Latent Gain: 1,813 Btuh 8 % Total Cooling Required Including Ventilation Air: 23,071 Btuh 1.92 Tons (Based On Sensible+.Latent) 2.36 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706' Pae 9 FS-Ys teM2 2nd Summar Loads Component Area. Sen Lat Sen . Total Description Quan Loss Gain Gain _ Gain K: Glazing- 58.4 1,161 0 1,955 1,955 O: Glazing- 14.4 286 0 450 450 03: Glazing- 21 417 0 656 656 E: Glazing- 16.3 324 0 510 510 C: Glazing- 61 1,212 0 2,280 2,280 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 344 344 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 387 387 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813,2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,814 14,814 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,865 882 6,081 6,963 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 1,686 21,790 23,476 Check"Fi ures Supply CFM: 946 CFM Per Square ft.: 0.522 Square ft. of Room Area: 1,813 Square ft. Per Ton: 749 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 FWstern Loads Total Heating Required Including Ventilation Air: 31,088 Btuh 31.088 MBH Total Sensible Gain: 21,790 Btuh 93 % Total Latent Gain: 1,686 Btuh 7 % Total Cooling Required Including Ventilation Air: 23,476 Btuh 1.96 Tons (Based On Sensible + Latent) 2.42 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,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 Btu h 2,000 0 Floor 14% Glass 26% Ductwork 17% Wall 24% Door 1% Infiltration 18% 15,000 10,000 System 1 1st Gain 23,071 Btuh 5,000 man,; 0 Floor 6% Glass 55% Ductwork 10% AED Excursion 4% Wall 16% Door 1% Infiltration 8% Sunday, April 25, 2021, 9:26 AM Rhvac-'Residential&.Light•Commercial HVAC Loads Elite Software Development,Inc. Aberdeen,Bdildjr g Consulting Royalton Row,Lot 3,Design A Sa .Shote,NY. 11,706 . Pae 11 System 2 2nd Bar Graph 15,000 10,000 System 2 2nd --- Loss 31,088 5,000 Btuh 0 Roof 9% Glass 17% Infiltration 17% Wall 22% Ductwork 35% 10,000 8,000 6,000 System 2 2nd Gain 4,000 23,476 Btuh 2,000 0 Roof 10% Glass 40% Infiltration 7% Wall 14% Ductwork 30% Sunday, April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Pae 12 E ui ment Data - System 1 - 1st Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV**07(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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A 'Bay Shore,NY 11706 Pae 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: W95TA1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Sunday,April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Pae 14 Manual S Performance Data - System 1 - 1st Loads.and Design.Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21,258 Outdoor Wet Bulb: 71 Latent Gain: 1,813 Indoor Dry Bulb: 70 Total Gain: 23,071 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: 31,446 Indoor Dry Bulb: 72 Entering Dry Bulb: 71.3 Indoor RH: 30 Supply Airflow: 406 E uipment Performance Data at System Design Conditions Cooling: Model Type:Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 21,258 169% Latent Capacity: 12,000 1,813 662% Total Capacity: 48,000 23,071 208% Heating: Model Type: Natural Gas Furnace, Model: W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,446 343% Sunday, April 25, 2021, 9:26 AM Rhvac.-Residential&:Light,Commercial HVAC Loads Elite Software Development,Inc. 'Aberdeen Building ConsultingRoyalton Row,Lot 3,Design A Ba Shore,NY 11706 Pae 15 Manual S Performance Data - System 2 - 2nd Loads'and Design Conditions_ Cooling: Outdoor Dry Bulb: 0 'Sensible Gain: 21,790 Outdoor Wet Bulb: 71 Latent Gain: 1,686 Indoor Dry Bulb: 70 Total Gain: 23,476 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 T.Sensible Loss: 31,088 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 392 Equipment Performance Data at System Design:Conditions . Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 21,790 165% Latent Capacity: 12,000 1,686 712% Total Capacity: 48,000 23,476 204% Heating: Model Type: Natural Gas Furnace, Model:W95TAl 151524MSA, 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Pae 16 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 6,000 ............ ...... ....................................................................... ....... 5,000 .....'................................................................... 4,000 ................ ................................................ a 3,000----. .............................. ................. ........................ .. . ..... . `t ;\....2,000 ..................�� 1,000 ......................... .................. .. ................. .................................. 0- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day 1 st Fl Dining Room(729/4 1st R Kitchen(31%) 1st FI Pantry(09/.) ---'�— 1 st R Parlor(63%) 1 st R Great Room(77%) — 1 st R Bedroom#1 / Goset(579%) 1 st R Master Bath(329%) ®o�~ 1 st Fl Powder Room/ Mudroom/ Hall(559/q) — 1 st FI Foyer Area(43%) 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 3,Design A 'Bay Shore,NY 11706 Pae 17 S stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 5,000 .. ...... .. ............. .............. ...... ............... ........ .............................. ... ........... .........I. ...... ...... ...... ........ . ...... ... ..... .....\;.. 4,000 .... ..... .... El F 3,000 ----C........ ... ............ ........ ... .... ........................... ......... s a S' 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(51%) 2nd R Bathroom#2(31°/4 2nd R Bedroom#3/ aosets(491/4 2nd R Bedroom#4(351%) 2nd R Living Room(38%) 2nd R Front Hall(579/4 2nd R Open-to-below/ Hall(01/4 2nd R Bath#3/ Laundry/ Hall(48°/a 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, 9:26 AM Rhvac=Residential&;Light Commercial HVAC Loads Elite;Software Development,Inc. Aberdeen Building Consulting;: „ _ `f. ;Royalton Row,,Lot3,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 1,191 1,191 G: Glazing- 28.8 571 0 900 900 H: Glazing- 12.3 244 0 383 383 B: Glazing- 17.1 338 0 534 534 C: Glazing- 106.7 2,121 0 3,847 3,847 F:Glazing- 28 556 0 876 876 02:Glazing- 84 1,667 0 2,623 2,623 01:Glazing- 84 1,666 0 1,905 1,905 E:Glazing- 16.3 324 0 510 510 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 17,895 17,895 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,070 0 1,415 1,415 Infiltration:Winter CFM:82, Summer CFM:44 5,579 866 966 1,832 System 1, Zone 1 Load Totals: 31,150 866 21,258 22,124 Check Fi ures Supply CFM: 969 CFM Per Square ft.: 0.496 Square ft. of Room Area: 1,953 Square ft. Per Ton: 951 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: 21,258 Btuh 96 % Total Latent Gain: 866 Btuh 4 % Total Cooling Required: 22,124 Btuh 1.84 Tons (Based On Sensible+ Latent) 2.05 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 RCCA 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, 2021,9:26 AM Rhvac-Residential&Light Commercial HVAC Loads:, Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A [BaShore,NY. 11,706: Page 1'9 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms [Component s'``,^ Area Sen Lat Sen Total• Description- Quan Loss -Gain Gain Gain K: Glazing- 58.4 1,161 0 1,955 1955 O: Glazing- 14.4 286 0 450 450 03:Glazing- 21 417 0 656 656 E:Glazing- 16.3 324 0 510 510 C: Glazing- 61 1,212 0 2,280 2,280 N: Glazing- 13.3 263 0 414 414 I: Glazing- 35.6 706 0 1,350 1,350 L: Glazing- 10 198 0 344 344 J: Glazing- 25.4 504 0 934 934 M: Glazing- 10.2 203 0 387 387 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,814 14,814 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,925 0 5,048 5,048 Infiltration:Winter CFM: 76, Summer CFM:41 5,182 804 895 1,699 System 2, Zone 1 Load Totals: 30,148 804 20,757 21,561 I.Chbck Figures Supply CFM: 946 CFM Per Square ft.: 0.522 Square ft. of Room Area: 1,813 Square ft. Per Ton: 898 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 Zone Loads Total Heating Required: 30,148 Btuh 30.148 MBH Total Sensible Gain: 20,757 Btuh 96 % Total Latent Gain: 804 Btuh 4 % Total Cooling Required: 21,561 Btuh 1.80 Tons (Based On Sensible+ Latent) 2.02 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, 9:26 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore;NY 11,706 Page 20 S stem 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1, Zone 1 Loss 4,000 31,150 Btuh 2,000 0 Floor 14% Glass 26% Ductwork 16% Wall 25% Door 1% Infiltration 18% 15,000 10,000 System 1, Zone 1 Gain 22,124 5,000 Btu h 17 0 1 !11 Floor 6% Glass 58% Ductwork 6% AED Excursion 4% Wall 16% Door 1% Infiltration 8% Sunday, April 25, 2021, 9:26 AM Rhvac-Residential:&'LighfCon*e�Oal HVACLoads Elite Sotfware.Development,Inca. "Aberdeen Buildirid Consulting t _ .'Royalton Rovu;Lot 3,Design„A Ba Shore;NY- 1;1706 Pa e 21” System 2, Zone 1 Bar Graph 10,000 8,000 System 6,000 2, Zone 1 Loss 4,000 30,148 Btuh 2,000 0 Roof 9% Glass 17% Infiltration 17% Wall 23% Ductwork 33% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 21,561 Btu h 2,000 0 Roof 1-1% Glass 43% Infiltration 8% .Wall 15% Ductwork 23% Sunday,April 25, 2021, 9:26 AM Rhvac-'Residential&-Ught;Commercial,HVAC Loads_ Elite Software`Development;Inc. Aberdeen Building.Cobsulting Royalton,Row;Lof3,Design A MY Shore;NY+-*706°;.,'" Paw 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: 153 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.7 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: 562 ft./min. Percent of Supply: 0 % Runout Air Velocity: 562 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.262 in.wg./100 ft. Actual Summer Infil.: 5 CFM I'Item Area -U- Htg •, Sen C(g Lat, Sen Desicription Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 2x6 11.4 X 9 64.6 0.068 4.2 272 2.0 0 128 NW-Wall-R27 2x6 11.6 X 9 63.2 0.068 4.2 266 2.0 0 125 SW-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 NE-GIs-A shgc-0.4 0%S (3) 38.1 0.320 19.8 756 31.2 0 1,191 NW-GIs-G shgc-0.4 0%S 28.8 0.320 19.8 571 31.2 0 900 NW-GIs-H shgc-0.4 0%S 12.3 0.320 19.8 244 31.2 0 383 Floor-R30 2x10 11.6 X 11.4 132.2 0.040 2.2 293 0.7 0 95 Subtotals for Structure: 2,532 0 2,883 Infil.:Win.;8.6, Sum.:4.6 238 2.473 588 0.429 91 102 Ductwork: 607 224 AED Excursion: 155 Room Totals: 3,727 91 3,364 Sunday, April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY 11706 Pa a 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: 74 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,702 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 540 .ft./min. Percent of Supply: 0 % Runout Air Velocity: 540 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.242 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area, : -U- Htg Sen Clg Lat Sen Description Quantit Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 9.6 X 9 86.2 0.068 4.2 364 2.0 0 171 NE-Wall-R27 2x6 20.6 X 9 168.2 0.068 4.2 709 2.0 0 333 NW-Wall-R27 2x6 3 X 9 27 0.068 4.2 114 2.0 0 53 NE-GIs-B shgc-0.4 0%S (2) 17.1 0.320 19.8 338 31.3 0 534 Floor-1330 2x10 14.6 X 20.6 300.2 0.040 2.2 666 0.7 0 215 Subtotals for Structure: 2,191 0 1,306 Infil.: Win.: 10.9, Sum.:5.8 298 2.472 738 0.429 114 128 Ductwork: 569 108 AED Excursion: 75 Room Totals: 3,498 114 1,616 Sunday, April 25, 2021, 9:26 AM Rhvaa-Residential&'Light Commercial HVAC Loads. Elite Software Development,Inc.' Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay.Shore,NY 11706 Pago 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: 2.7 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: 174 ft./min. Percent of Supply: 0 % Runout Air Velocity: 174 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.036 ih.wg./100 ft. Actual Summer Infil.: 2 CFM Item. Areae. =U- Htg „ Sen` Cig Lat Sen Description Quantity' ' Value HTM Loss HTM Gain Gain SE-Wall-1327 2x6 5 X 9 45 0.068 4.2 190 2.0 0 89 NE-Wall-R27 2x67.4 X 9 66.8 0.068 4.2 281 2.0 0 132 Floor-1330 2x10 5 X 7.4 37.1 0.040 2.2 82 0.7 0 27 Subtotals for Structure: 553 0 248 Infil.:Win.:4.1, Sum.:2.2 112 2.470 276 0.430 43 48 Ductwork: 161 22 AED Excursion: 15 Room Totals: 990 43 334 Sunday,April 25, 2021, 9:26 AM hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore NY 11706 Pa a 25 Detailed Room Loads - Room 4 - 1st FI Parlor (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 142.4 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,281 cu.ft. Req. Vent. Clg: - 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 591 ft./min. Percent of Supply: 0 % Runout Air Velocity: 591 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.290 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U Htg Sen Cig Lat Sen Description Quantity Value HTM Loss ` HTM Gain Gain SW-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 51 SE-Wall-R27 2x6 13.7 X 9 92.5 0.068 4.2 390 2.0 0 183 SE-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 ' 606 38.0 0 1,158 Floor-R30 2x10 13.7 X 10.4 142.4 0.040 2.2 316 0.7 0 102 Subtotals for Structure: 1,442 0 1,504 Infil.:Win.: 5.6, Sum.:3.0 154 2.471 380 0.429 59 66 Ductwork: 354 118 AED Excursion: 82 Room Totals: 2,176 59 1,770 Sunday, April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A 'Bay Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - est FI Great Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area: 444.0 sq.ft. Supply Air: 205 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 3,996 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 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: 523 ft./min. Percent of Supply: 0 Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item , Area -U- Ht Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain, NW-Wall-R27 2x6 18.5 X 9 54.5 0.068 4.2 230 2.0 0 108 NW-GIs-F shgc-0.4 0%S (4) 28 0.320 19.8 556 31.3 0 876 NW-GIs-02 shgc-0.4 0%S 84 0.320 19.8 1,667 31.2 0 2,623 Floor-R30 2x10 18.5 X 24 444 0.040 2.2 985 0.7 0 318 Subtotals for Structure: 3,438 0 3,925 Infil.:Win.: 6.1, Sum.: 3.2 167 2.474 412 0.426 64 71 Ductwork: 749 300 AED Excursion: 208 Room Totals: 4,599 64 4,504 Sunday, April 25, 2021, 9:26 AM Rhvac Residential;&Light.Commercial HVACtLoads Elite Software Development;lnc: Aberdeen Building Consulting Royalton Row,Lot 3,Design A. Ba' .Shor'e;NY 117.06 Pa a 27. Detailed Room Loads - Room 6 1st FI Bedroom #1 /Closet (Average Load Procedure -`G6neral 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: 175 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,231 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 640 ft./min. Percent of Supply: 0 % Runout Air Velocity: 640 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.339 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item - Area -U�. Htg' ' Sen . Clga' Lat Sen Descri tion _`Quantic , Value H_TM- Loss ;HTM. :' Gain R:" Gain NE-Wall-R27 2x6 8.4 X 9 75.8 0.068 4.2 319 2.0 0 150 NW-Wall-R27 2x6 15.2 X 9 64 0.068 4.2 270 2.0 0 1?7 SW-Wall-R27 2x6 23.7 X 9 213 0.068 4.2 898 2.0 0 421 NW-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 31.2 0 952 NW-GIs-01 shgc-0.4 0%S 42 0.320 19.8 833 31.2 0 1,312 Floor-R30 2x10 15.2 X 23.7 359 0.040 2.2 797 0.7 0 257 Subtotals for Structure: 3,723 0 3,219 Infil.:Win.: 15.5, Sum.:8.3 425 2.474 1,052 0.428 163 182 Ductwork: ' 928 255 AED Excursion: 177 Room Totals: 5,703 163 3,833 Sunday, April 25, 2021, 9:26 AM Rhvac-Residential&Lioht'Commercial HVAC LoadsElite Software Development,,Anc:- ` Aberdeen Building Consulting. Royalton Row,Cot:3;Design A Ba' Shore NX 1.17Q6. Pa a 28 Detailed Room Loads - Room 7- 1st FI Master Bath (Average Load Procedure General 7 7,177777 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: 68 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 889 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 68 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 496 ft./min. Percent of Supply: 0 % Runout Air Velocity: 496 ft./min, Actual Winter Infil.: 12 CFM Actual Loss: 0.205 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area U- Htg Sen Clg ` Lat „ Sen Descri tion Quantic Value HTM Loss HTM Gain Gain: NW-Wall-R27 2x6 13.8 X 9 108.2 0.068 4.2 456 2.0 0 214 SW-Wall-R27 2x6 7.8 X 9 70.5 0.068 4.2 297 2.0 0 139 SE-Wall-R27 2x6 13.8 X 9 124.5 0.068 4.2 525 2.0 0 246 NW-GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 31.2 0 510 Floor-R30 2x10 1 X 98.8 98.8 0.040 2.2 219 0.7 0 71 Subtotals for Structure: 1,821 0 1,180 Infil.:Win.: 11.6, Sum.:6.2 319 2.473 790 0.429 123 137 Ductworks 508 99 AED Excursion: 69 Room Totals: 3,119 123 1,484 Sunday,April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A BaShore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 1 st FI 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: 139 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 1,610 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 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.: 13 CFM Actual Loss: 0.216 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Areas -U- Htg Sen . Cid Lat,:- Sen Descri tion` Quantit Value" HTM Loss HTM ,Gain Gain- NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SE-Wall-R27 2x6 17.2 X 9 124 0.068 4.2 523 2.0 0 245 SW-Wall-R27 2x6 10.4 X 9 78.5 0.068 4.2 331 2.0 0 155 NW-Wall-R27 2x6 8 X 9 52 0.068 4.2 219 2.0 0 103 NW-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 SE-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 38.0 0 1,158 SW-GIs-C shgc-0.4 0%S 15.2 0.320 19.8 303 38.0 0 579 Floor-R30 2x10 17.2 X 10.4 178.8 0.040 2.2 397 0.7 0 128 Subtotals for Structure: 2,757 0 2,553 Infil.:Win.: 12.8, Sum.: 6.8 351 2.473 868 0.427 135 150 Ductwork; 705 203 AED Excursion: 141 Room Totals: 4,330 135 3,047 Sunday,April 25, 2021, 9:26 AM RNvac-Resiiiential& igfit`Commercial HVAC Loads ti'w - +, ° :`; Elite'Software Development;Inc. Aberdeen,Buildirig Consulting:„ ;Royalton Row,Lot 3,Design A Ba' Shore NY'117.06':` Pa a 30 Detailed Room Loads - Room 9 - .1 st FI Foyer Area (Average Load Procedure General:, Calculation Mode: -Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 15.5 ft. Zone Number: 1 Area: 260.9 sq.ft. Supply Air: 60 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 2,348 cu.ft, Req. Vent. Clq: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 682 ft./min. Percent of Supply: 0 % Runout Air Velocity: 682 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.526 in.wg./100 ft. Actual Summer Infil.: 4 CFM IItemArea -U Ht Seng, Clg :Lat Sen 'Description 'Quantity- Value HTM Loss . HTM G_ ain Gain SE-Wall-R27 2x6 11.3 X 9 60 0.068 4.2 253 2.0 0 119 SW-Wall-R27 2x610 X 9 90 0.068 4.2 379 2.0 0 178 SE-GIs-01 shgc-0.4 100%S 42 0.320 19.8 833 14.1 0 593 Floor-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 87 AED Excursion: 60 Room Totals: 3,009 74 1,306 Sunday,April 25, 2021, 9:26 AM Rhvac=Residential&'Light Commercial HVAC Loads Elite$oftware Development,Inc. Aberdeen,Building.Consulting Royalton Row„Lot 3,Design A Ba Shore,t Y'.11.706 Pa a 31 Detailed Room Loads - Room 10 - 2nd Fl Bedroom #2 (Average Load Procedure Ge'neraC r. 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: 201 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 2,753 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 511 ft./min. Peacent of Supply: 0 % Runout Air Velocity: 511 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.169 in.wg./100 ft. Actual Summer Infil.: 7 CFM Fbe m,' Area U Htg Sen Clg; ` Lat Sen scri tion Quantic Values f. r ,.HTM Coss . HTM Gain: `.Gain NE-Wall-1127 2x6 20.2 X 9 146.1 0.068 4.2 616 2.0 0 289 NW-Wall-R27 2x6 15.2 X 9 97.5 0.068 4.2 411 2.0 0 193 NW-GIs-K shgc-0.4 0%S (2) 39 0.320 ;, 19.8 774 31.2 0 1,216 NE-GIs-O shgc-0.4 0%S 14.4 0.320 19.8 286 31.2 0 450 NE-GIs-03 shgc-0.4 0%S 21 0.320 19.8 417 31.2 0 656 UP-Roof-R-49 20.2 X 15.2 305.9 0.025 `: 1.6 474 1.3 0 382 Subtotals for Structure: 2,978 0 3,186 Infil.:Win,: 12.6, Sum.: 6.8 318 2.704 860 0.469 133 149 Ductwork: 1,884 1,072 Room Totals: 5,722 133 4,407 Sunday,April 25, 2021, 9:26 AM Rhvac_=Residential;&'Light Coinrhdreial;HVAGLoads Elite.Software Develbpnierit',Inc:' Aberdeen„Wlding;Consulting. s Royalton Row,Lot 3,ppsign A Ba :.Shore;NY, 1,1,706 , Fa a 32 Detailed Room Loads - Room 11 - 2nd FI Bathroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 126.5 sq.ft. Supply Air: 71 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,139 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 522 ft./min. Percent of Supply: 0 % Runout Air Velocity: 522 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.227 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item - Area, -U- Htg ,, ; e;i; Sen Clg . �.Lat Sen Descri `tion Quantit - Value{,.. HTM Loss HTM G_ain Gain. NW-Wall-R27 2x6 15 X 9 118.7 0.068 4.2 500 2.0 0 235 SW-Wall-R27 2x6 9.8 X 9 88.5 0.068 4.2 373 2.0 0 175 NW-GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 31.2 0 510 UP-Roof-R-49 1 X 126.5 126.5 0.025 1.6 196 1.3 0 158 Subtotals for Structure: 1,393 0 1,078 Infil.:Win.: 8.9, Sum.:4.8 223 2.702 604 0.465 94 104 Ductwork: 980 380 Room Totals: 2,977 94 1,562 Sunday, April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row, Lot 3,Design A Bay Shore,NY 11706_ Page 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: 143 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,756 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 526 ft./min. Percent of Supply: 0 % Runout Air Velocity: 526 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.230 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R27 2x6 11.2 X 9 87.3 0.068 4.2 368 2.0 0 173 SW-Wall-R27 2x6 12.2 X 9 79 0.068 4.2 333 2.0 0 156 SW-GIs-C shgc-0.4 O%S (2) 30.5 0.320 19.8 606 38.0 0 1,158 NW-GIs-N shgc-0.4 0%S 13.3 0.320 19.8 263 31.2 0 414 UP-Roof-R-49 12.2 X 25.2 306.2 0.025 1.6 475 1.3 0 383 Subtotals for Structure: 2,045 0 2,284 Infil.: Win.: 8.3, Sum.:4.5 210 2.705 568 0.467 88 98 Ductwork: 1,282 765 Room Totals: 3,895 88 3,147 Sunday, April 25, 2021, 9:26 AM Rhvac-'Residential,&;Light ComrrferdiaUH"C Loads Elite Software t)evelopment,Inc. Aberdeen'Building Consulting „ Royalton Row,Lot 3,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: 165 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,460 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 604 ft./min. Percent of Supply: 0 % Runout Air Velocity: 604 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.303 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 SW-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 SE-Wall-R27 2x6 13.5 X 9 85.9 0.068 4.2 362 2.0 0 170 NE-Wall-R27 2x6 20.2 X 9 182.2 0.068 4.2 768 2.0 0 361 NW-Wall-R27 2x6 13.5 X 9 121.5 0.068 4.2 512 2.0 0 240 SE-GIs-1 shgc-0.4 0%S (2) 35.6 0.320 19.8 706 37.9 0 1,350 UP-Roof-R-49 20.2 X 13.5 273.4 0.025 1.6 424 1.3 0 342 Subtotals for Structure: 2;902 0 2,524 Infil.:Win.: 18.1, Sum.:9.7 456 2.704 1,233 0.467 191 213 Ductwork: 2,029 880 Room Totals: 6,164 191 3,617 Sunday, April 25, 2021, 9:26 AM Rhvac Residential.&:Light,Corrimercial HV, C,Loads Elite Software Development,Inc. Aberdeen,Building Consulting Royalton Row,Lot 3,Design A Ba Shore,NY 11706 f'a e 35 Detailed Room Loads - Room 14 - 2nd Fl Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.6 ft. System Number: 2 Room Width: 14.2 ft. Zone Number: 1 Area: 192.4 sq.ft. Supply Air: 123 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 1,732 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM---: Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 0 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.169 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U Htg ;Sen Clg Lat, Sen Descri tion Ualue HTM LoSs.. HTM Gain . Gain SE-Wall-1327 2x6 14.2 X 9 108 0.068 4.2 455 2.0 0 214 NE-Wall-R27 2x6 7.4 X 9 66.8 0.068 4.2 281 2.0 0 132 SW-Wall-R27 2x6 13.6 X 9 112.2 0.068 4.2 473 2.0 0 222 SE-GIs-K shgc-0.4 0%S 19.5 0.320 19.8 387 37.9 0 739 SW-GIs-L shgc-0.4 14%S (2) 10 0.320"=.;-. 19.8 198 34.4 0 344 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 1,892 Infil.:Win.: 12.6, Sum.:6.7 317 2.705 856 0.468 133 148 Ductwork: 1,447 656 Room Totals: 4,395 133 2,696 Sunday,April 25, 2021, 9:26 AM Rhvac-Residential&:Licht'Commercial HVAC-Loads 7 Elite Software Development,Inc. Aberdeen Bdilding-Consulting Royalton Row,Lot 3,,Design A Bay Shore,W('.14706 Page 36' Detailed Room Loads - Room 15 - 2nd F1 Front Hall (Average Load Procedure eneral.- Calculation Mode: Htg. &clg. Occurrences:{ 1 Room Length: 6.2 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 1 Area: 67.8 sq.ft. Supply Air: 73 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.2 AC/hr Volume: 611 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 0 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.238 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area =U= Htg Sen Clg... Lat ` Sen: Description Quantity- Value' HTM ` Lossa' "`HTM . Ga_im Gain. SE-Wall-R27 2x6 11 X 9 73.6 0.068 4.2 310 2.0 0 146 SE-GIs-J shgc-0.4 4%S 25.4 0.320 19.8 504 36.7 0 934 UP-Roof-R-49 6.2 X 11 67.8 0.025 1.6 105 1.3 0 85 Subtotals for Structure: 919 0 1,165 Infil.:Win.:3.9, Sum.: 2.1 99 2.707 268 0.465 42 46 Ductwork: 583 389 Room Totals: 1,770 42 1,600 Sunday,April 25, 2021, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc; Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,W 11706 Pa e 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: 32 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 3,188 cu.ft. Req. Vent. CI9: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 32 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 366 ft./min. Percent of Supply: 0 % Runout Air Velocity: $66 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.154 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U Htg Sen Clg Lat Sen Description Quantity Value, .- HTM Loss HTM Gain Gain NW-Wall-R27 2x6 4 X 9 36 0.068 4.2 152 2.0 0 71 UP-Roof-R-49 13.7 X 25.9 354.2 0.025 1.6 549 1.3 0 443 Subtotals for Structure: 701 0 514 Infil.:Win.: 1.4, Sum.:0.8 36 2.694 97 0.472 15 17 Ductwork: 392 171 Room Totals: 1,190 15 702 Sunday, April 25, 2021, 9:26 AM �iay,qfiore, hvac:_Residential&Light Commercial HVA'C;Loads 'Elite Software Development,lnc. berdeen Building'Consulting., . Royaltori Row,.Lot 3,Design A, .NY 11706 'Pa e38. Detailed Room Loads - Room 17 - 2nd FI Rath #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: 138 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 4.9 AC/hr Volume: 1,681 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: 506 ft./min. Percent of Supply: 0 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.213 in.wg./100 ft. Actual Summer Infil.: 5 CFM item, Area U Ht Sen Clg Lat Sen. g Descn tion - Qiaantit Value HTM ._ Loss HTV ­ G Gain. SE-Wall-R27 2x6 19.2 X 9 142 0.068 4.2 599 2.0 0 281 SW-Wall-R27 2x6 9.4 X 9 74.5 0.068 4.2 314 2.0 0 148 SE-GIs-C shgc-0.4 4%S (2) 30.5 0.320 19.8 606 36.8 0 1,122 SW-GIs-M'shgc-0.4 0%S 10.2 0.320 19.8 203 37.9 0 387 UP-Roof-R-49 9.4 X 19.8 186.8 0.025 1.6 289 1.3 0 233 Subtotals for Structure: 2,011 0 2,171 Infil.:Win.: 10.2, Sum.:5.5 257 2.705 696 0.466 108 120 Ductwork: 1,329 736 Room Totals: 4,036 108 3,027 Sunday, April 25,.2021, 9;26 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc:. Aberdeen Building Consulting Royalton Row,Lot 3,Design A Bay Shore,NY,11706 Room Cooling and Heating Loads Bar Graphs 1st rI Dining Room 1 st FI Kitchen ® Cooling 1st FI Pantry 1 st FI Parlor 1 st FI Great Room 1 st FI Bedroom#1 /Closet 1 st FI Master Bath 1 st FI Powder Room/Mudroom/Hall _ fir Heating 1 st FI Foyer Area t n 2nd FI Bedroom#2 0 1,000 2,000 3,000 4,000 5,000 6,000 Btu h Sunday, April 25, 2021, 9:26 AM ` Gunday, April 25, 2021. 9:26AM Rhvad-Residential,&Llght Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row;Lot 3,Design A Say Shore,NY 11706 Pag2 41 Room Cooling Loads Bar Graphs 1st FI Dining Room 1st FI Kitchen Sensible 1 st FI Pantry 1st A Parlor i i 1 st FI Great Room j I 1 st FI Bedroom#1 /Closet 1 st FI Master Bath 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, 9:26 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,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 i 2nd FI Front Hall i 2nd FI Open-to-below/Hall Latent 2nd FI Bath#3/Laundry/Hall 0 1,000 2,000 3,000 4,000 Btu h Sunday, April 25, 2021, 9:26 AM Rhvae-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 3,Design A' Ba Shore„NY 11706 Pa a 43 S stem 1 Room Load Summary Htg Min Run Run Clg' - ClgMin Act Room Asea Sens Htg Duct Duct Sens; Lat Clg Sys No Name LYS rSF Btuh„ ~, CFM _;;.<Size Vel ".CFM CFM ---Zone 1--- 1 1st FI Dining Room - 132 3,727 49 2-5 562 3,364 91 153 153 2 1 st FI Kitchen 300 3,498 46 1-5 540 1,616 114 74 74 3 1 st FI Pantry 37 990 13 1-4 174 334 43 15 15 4 1 st FI Parlor 142 2,176 28 1-5 591 1,770 59 81 81 5 1 st FI Great Room 444• 4,599 60 2-6 523 4,504 64 205 205 6 1st Fl Bedroom#1 353. 5,703 74 2-5 640 3,833 163 175 175 /Closet 7 1 st FI Master Bath 99 3,119 41 1-5 496 1,484 123 68 68 8 1 st FI Powder 179 4,330 56 2-5 509 3,047 135 139 139 Room/Mudroom /Hall 9 1 st FI Foyer Area 261 3,009 39 1-4 682 1,306 74 60 60 Duct Latent 762 Return Duct 296 0 185 System 1 total - 1,953 31,446 406 21,258 1,813 969 969 System i Main Trunk Size:- 12x15 in. Velocity: 775 ft./min Loss per 100 ft.: 0.094 in.wg Cooling,System Summa ;`;° ; Sensible/Latex,;, Sensible Latent. Total S Ilt Btuh Btuh Btiah Net Required: _ t'J2 92%/8% 21,258 1,813 23,071 Recommended: _.:2:36 75%/25% 21,258 7,086 28,345 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: WEATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 8tuh 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, 9:26 AM Rhvac,Residential&.Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 3,Design A Ba Shore,NY 11706 Pa e 44 [S-Stem 2 Room Load Summar :;. ,.,1..,:. . H tg" , Min Run" Run Clg Clg Min Act Room ;Area _Sens Htg Duct "Duct Sense Lat Clg' Sys No Name SF`,-:: BtuYi : : CFM ,, ;. „Size Vel Btuh Btuh. CFM -: CFM ---Zone 1--- 10 2nd FI Bedroom#2 306 5,722 74 2-6 511 4,407 133 201 201 11 2nd FI Bathroom 127 2,977 39 1-5 522 1,562 94 71 71 #2 12 2nd Fl Bedroom 306 3,895 51 2-5 526 3,147 88 143 143 #3/Closets 13 2nd FI Bedroom#4 27..3 6,164 80 2-5 604 3,617 191 165 165 14 2nd FI Living .492 4,395 57 2-5 450 2,696 133 123 123 Room 15 2nd FI Front Hall 68 1,770 23 1-5 535 1,600 42 73 73 16 2nd FI Open-to- 354 1,190 15 1-4 366 702 15 32 32 below/Hall 17 2nd FI Rath#3/ 187 4,036 53 2-5 506 3,027 108 138 138 Laundry/Hall Duct Latent 709 Return Duct 940 1,033 172- System 2 total 72System2total 4,813 31,088 392 21,790 1,686 946 946 System 2 Main Trunk Size: 12x14 in. Velocity: 811 ft./min Loss per 100 ft.: 0.107 in.wg Coolin S stem Summar ;;. Cooling; -Sensible/Latent- Sensible Latent. Total, S (tt Btuh. Btuh,,. _ Btuh` Net Required: J 96 93%/7% 21,790 1,686 23,476 Recommended: 2:42 75%/25% 21,790 7,263 29,054 Actual: 4.00 75%/25% 36,000 12,000 48,000 E ui ment Data ., - . Heating Svstem' Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TAl 151524MSA RA1748AJ2 Indoor Model: BV`'*C7(6,9)48 Brand: WEATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Sunday, April 25, 2021, 9:26 AM FIELD:INSPECTION REPORT -DATE COIVIIVIENTS FOUNDATION(1ST) FOUNDATION(2ND) ROUGH FRAMING:& PLUMBING: INSULATION.PER N.Y. y STATE'ENERGY CODE 3- o9t-.SE I rGS S FINAL. ' f0exi • Ab crc �eC✓ .:1-: ADDIT AIa t� Z eh t rif Y IS 6L6�41 O BUILDING DEPARTMENT TOWN OF SOUTHOLD % Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov APPLICATION FOR BUILDING PERMIT Date Received Office Use Only MAY PERMIT NO. Building Inspector: 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 -i-C�#1000-113-07-19 Project Address:Cox Neck Rd, Mattituck, NY 11952 - Lot 3 Phone-#:646-343-7400 I .Email:marrconllc@g.m8i[.com MailingAddress: 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 1 Email: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 MailingAddress: Phone#: I Email: DESCRIPTION OF PROPOSED CONSTRUCTION iONewStructure ElAddition E]Alteration E]Repair ElDemolition Estimated Cost of Project: 00ther $ Will the lot be re-graded? 0�es El No Will excess fill be removed from premises? N6Yes ONO PROPERTY INFORMATION Existing use of property:gaCGf-1I— L01- Intended use of property: S\N�e i l t l Vow- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to C this property? ❑Yes C•i'No IF YES,PROVIDE A COPY. 19'Check Bax After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,'County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanorpursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 1 ��'1 � 're- "J e C�'�►uthorized Agent ❑Owner Signature of Applicant: f Date: / /C;L I STATE OF NEW YORK) COUNTY OF SU&11C ) M6 lN'0flel�r Gtsss co_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the P II)t U (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 ther ith. - Sworn before me this BARBARA H. TANDY Notary Public, State Of New York No. 01TA6086001 . day of �-(� Zp�_ Qualified In Suffolk CountyGaRgmisslan 3 Notary ub is PROPERTY OWNER AUTHORRATM (Where the applicant is not the owner) residing at ffo,° °rlL 115-7q do hereby authorize 41P to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date �GLrral?7e �'cz f2i P/ri�nt Owner's Name �/V•/�f LH/�V ��Vim//�� j I-IFVI(Gi-fir/�\ / 'W' JII.-/M9 f 2 i ��SOFfO�,�cO ��O Gym BUILDING DEPARTMENT-Electrical Inspector c .< TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # Date 2021 Customer Name x-AJoMe (� Electrician Name qo (!�!Or ffl Address ?? (j Phone (p 7/ 5 05 e-mail e-mail 310 00,er&�IA.4 CU 4onl► Phone License# S S Size__?,-O 0 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da from the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Q. p Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4X g 6 Telephone (631) 765-1802 - FAX (631) 765-9502 -� u rogerr .southoIdtownny.gov - seand(cb-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.nei Phone No: 6315890535 QI request an email copy of Certificate of Compliance Address.: LOT#3 - 515 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address:,LOT#3 - 515 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 BIdg.Permit#:'46274-" email: 390operatingco@optonline.net Tax Map District: 1000 Section: 113 Block: 7 Lot: 19.32 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n A } n n Check All That Apply: Is job ready for inspection?: ❑YES' ❑✓ NO ❑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: 20.0 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: -- �� op Electrical Inspection Form 2020.xlsx PERMIT # 1 P Add r Switches i Outlets t K, S1 1 • F GFI's f! Surface 9 11 Ii Sconces H H's LIC Lts `tel Fans : Fridge RW- Exhaust W Exhaust. Oven W/D Smokes �� DW _ . .. Mini :: Carbori . i f Micro.. . :.-..Generator.. Co"mb.o Cooktop Transfer AC- ; ��. . . AH Hood :. ._ Service AmpsHave Used Special:. : Comments. BUILDING DEPARTMENT- Electrical Inspector �' wz TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ' - _ . Southold, New York 11971-0959 ;telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ,southoldtownny.gov - seand c(�southoldtownn .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: 390operating co@opton1.ine.not. Phone No: 6315890535 QI request an email copy of Certificate of Compliance Address.: LOT#3 - 515 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#3 - 515 Royalton Row, Mattituck Cross Street: Phone-No.: 6315890535 Bldg.Permit#: 46274 email: 390operatingco@optonline.net Tax Map District: - 1000 Section: 113 Block: 7 Lot: 19.32 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n TA'Y-Jr op r c,6 pa n fie . n Check All That Apply: Is job ready for inspection?: DYES' ❑✓ NO- [-]Rough In - ❑Final. Do you need a Temp Certificate?: -EYES PNO Issued On 7/14/21 t'rYlell d 9-4-2 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 20.0 A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION - U\ Electrical Inspection Form 2020.xlsx f�� PERMIT# L�Adddr s •. j�KP� f �W*l Switches4 -"t� Outlets 1 4L•t'1 1�.�'�, }'� I '�1 } I GFI's XIA c Surface . ��l l Sconces i WA* H H's .UC Lts Afi Fans _ Exhaust S Oven W%D' Smokes y DW ::.Carbon:: i 99 f Micro"' Generator. Combo _... s ooktop T ran fere _. , AC ,r :. .,AH. .. Hood : mps Have Used A , Special:. - Comments. f� . �" y✓k . Town Hall Annex ' �$� , Telephone(631)765-1802 54375 Main Road .c Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR 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): 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) d Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture, Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 qba T f A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build May 10, 2022 MAY_ qmq BUILDING DEPT. TOWN OFSOUTHOLD Town of Southold P.O. Box 1179 Southold NY 11971 RE: Royalton Row—Lot 3 515 Royalton Row Mattituck NY 11952 To Whom It May Concern, Enclosed please find the green stamped final survey for Royalton Row, Lot 3. Please contact our office if you have any questions. Thank you, Jess Magee 631-603-9092 Page 1 of 1 0ENERAL IQEOUIPAD-0�: 1.The Installer must hold a current Liquid Haste 1-144"Ise LOT COVERA 0E SITE LAYOUT NOTES: "T�R�7 '7CR 77�A pursuant to I/A QW5 IN5TALLATION STANDARDS- ELEVATIONS REFERENCE NAVO IC155 1. TH15 15 AN ARCHITECTS SITE PLAN 4 15 CEN�v 7 Suffolk C SUFZVEYOR- THE INFORMATION % SUBXCT TO VMIFICATION BY A LI Suffolk County Code Ctiopter 565,Article VII (5eptic Industry 1. Install I/A OHTS tanks according to manufocturer's recommendations SUFFOLK COUNTY TAX LOT NO, 1000-115-0-T-14132 -,or,Licensing IN 150' 'ounty Department of I-d- Businesses)through th, ALL OF TI-E FOLLOKNO LOTS PqITH and Consumer Affairs,pursuant to Suffolk County Code §565-Mlie while conforming with these standard.All applicable recommendations OF FROPERTY UTIL17F F11131-16 KATER REF IRESE�D ON THIS SITE PLAN 15 TO THE manufacturer shall be Impleniwented. ZONE Arl 1 � �w ,X- -, X Department of Ld:-or,Llcanshq,aid Con�er Affairs molntolnsd list Of Provided by the ARCHITECTS ErzST OF KNOK-EDOE. -ov1ders OR SHALL UTILIZE F11131-10 P4ATER ONCE 0 licensed I/A ONTS Maintenance M A 2.The I/A ONTS tank shall be Installed at level In all directions (with a % LOT DEVELOPED. A ,ent in accordance maximum tolerance in any dire-tion of +/one quarter Inch) on a minimum DE5CRUPTION AREA 2.SLR\/EY INFORMATION KA5 OBTAINED 2.All I/A OWS must be registered mith the Departm INN, (free h on FROM A SURVEY DATED NOVEMBER 1-1, 44-;--4 "W�, with Article Iq of the Suffolk county San" Code prior to the 5-Inch thick bed of properly leveled and compacted sand . - I��r�-"W-,,t%1, t Department granting certfficatton of completed c4onstruction on "as built' rocks) or pea grovel, 1000-115-7-IC131 (CA)RRENTLY VA4;ANT) 2020 AND PREPARED BY: TOTAL LOT AREA 52'Oeo.0 S.F. SUBJECT PPj0FMTY plans. 1000-115-1-1cl-55 (CARRENTLY VACANT) N -n- MI A. C4ZOBEN X 00% -Alan 10- 5. I/A OHTS Tanks shall be provided with a single outlet. A distril. 5.An exe<44.--d operation and Maintenorice Contract between the PI:?tOP. HOUSE wl 6ARACGE 2kq5.b S.F. &.4% 1000-115-1-IcI301 (CURRENTLY VACANT) N.Y. STATE LAND SURVEYOR boxhromhole or distribution leach" structure may be required for all N Maintenance Provider a-A Prop"owner must be submitted to the systems with multiple I&-ochhg structures unless on alternative design is 1000-115-1-I'l.40 (CA)RRENTLY VACANT) LIC. "Oes(A Deportment prior to approval of the I/A OWS registration by the approve-d by the Deportment. PROP. PATIOS/POROH 462.4 S.F. 1.4% 04 A LAND SURVr=YIN0 INC. rA I �-.�V* P.O. E30X -104 K Department in accordance mfth Article 141 of the Suffolk C'Ounty -ecrter than 2.5 Sanitary Code. 4.The top of the I/A OWS tonk shall not be located TOTAL AREA OF ALL STRUCTIURE5 51!56.0 S.F. PZIDOE, NY 111W v feet or less than one foot below final grod (651) BAAJ-47750 -5 ore required to have an initial 5-year warranty SE ALLO;^M :20% 4.All Installed I/A OHI eo MAXIMUM CO\1ERAC and operation/mobitenonce service c4ontroct.After the Initial 5-year 5.At a minimum,all scrrlfmg manholes shall have 20-Inch covered k r operation and maintenance service contract has expired,property access openings to grade locat.--d over the inlet and outlet. Covers 04,04-"b �11554 oc- owners ore expected to maIntaln on operation end maintenance shall be c1t1ier 20-Inch diameter HatertIght and bisect-proof locking NOTE: - - - contract in actordance with Article N of the Suffolk County Sanitary c4ast Iron covers or thermoplastic covers at final grade.All covers TE5T HOLE PATA 1. FLOOD MAP DATA FROM FE.MJk--. shall be designed In occorcloarrae Hith section 5-111 of this standard. clode. YOUNO 4 YOVN& -400 05TRANMR AyrKC :'kel-, 44,- ;&Ft; MAP #: 56105004,5114 S.lo+�- 6.Hhen sarrVIIng manholes ore approved to be Installed in a drfveHoy RIVERHEAD,Nr IM01 en on I/A 0HTS requires a vent,the unit shall be vented to the MAP VATE: SEPT. 25, 2004q roof of the resldence being served.Vent pipes shall extend a minimum or parking crea,the manhole shall be designed to be traffic bearing to FLOOD ZONE. X of 6 Inches above the roof line and the top of the vent shall have a meet the requirements of AASWO W20 or f4S-20 loading. minimum horizontal separation of 12 bictos to the sloped portion of the 2.51TE PROTECTION/SILT FENCIN67 To BE AERIAL PHOTO roof. In coses where it is riot practical to vent the system to the- -1.The outlet Invert elevation sholl be a minimum of 0.1 foot below the INSTALLED AS REGUIRED BY SOUTHOLD residence roof,a vent pipe may be piped to the exterior of the Inlet Invert elevation. TOM. residence and termhote a minimun of 0 Inches above 50ALE: NT5 least I foot from prop" Imes.These vent pipes shalr11:d1e0=t b.Sampling manholes shall have on Inside diameter of 2 feet or an 5.NO SURFACE KATER5 OR HF-�D5 ARE minimum of 5 feet from any window or doorway and must termiriate with a Inside creo of 2 foot by 2 foot. SILTY SAry carbon filter device.All vent pipes must have a minimum diameter of 2 LOAW LOCATED P41THIN 500' OF THE PROFL9;ZTY I Lij Inches. ct.There shall be a maximum retention depth below the outlet invert 1. elevation of six Inches. cr_ 6. Installation and use of the I/A OHM must conform to the SUBDIVISION INFORMATION: Department's approved I/A ONTS guldorrae document prepared In 10. All sewer pipe penetrations in the, sampling manhole shall be S(MDIV1510N MAP rzSTATE5 AT ROYALTON' oacorclance Hith the standards for "Approval aid Monogement of watertight. Innovative and Alternative Onstte Hostemoter Treatment Systems.* LOT 5 LU EI.Mr,,TRICAL REWIRD-1DIT5: MAP NO. 12105 C.) MINIMUM VES16N IREWIREHEItsm: FILED fEBRUAI;ZY 22,2019� -j Control Ponels 1. [/A OHM tanks shall be constructed of precost concrete,fibergloss, 1.The control ponel box must be placed outside on a suldble pedestal pol9et1yj1ene,po19prop9Ie4-e,thermoplastics,cr other materials In ne-cr the structure that it serves.Alternatively,the ponel box"be accordance with Deportment stzr0ords and IOWCA;ZK Appendix 75-A. mounted on on outside mall of the structure, (preferable a utility room, SAM 4 6RA%jL 7 The Lose of steel torks is prohibited. and not a If"space).Other locations for mounting the panel box will be considered by the Department on a case-by-&ase basis aid "Ith I/A tank for pretreatment the, septic C*,nB monvf=tvr&.r approval. 2.Hien on I/A OWTS requires a septic tank shall be"olk Ck"Pqxrtr�of Health Ser�12/2RM Pago 157 designed In acaordonce with sc�--tlons 5-107 and 5-10el of this 2.The now of the I/A ONTS 04M Provider mist be clecrig Identified standard. on the outside of the pawl and Include a phone number to czntoct in C425C Of alarm. 5.Unle"otherwise specified,the leaching structuro/vptem that follows r? an I/A ONTS shall be designed in accordance with section 5-101 aid 5.Exterior pawl placement eTsobles the system to be serviced at 5-110 of this standard. time,eliminating the naed to occess the kiside, of the building. COMMENM NO KATM ENCOUNTERM 4.The el box must be mlthln view of the system location to help 4. At a minimum,off I/A OHM treatment tanks shall have 20-inch focill=eration and maftenarvae. covered occess openings to Cirode loc4nted over the inlet and outlet. Covers shall I:k-- elther :�O-lnch dlomet�--r Hatertight and Inse-r-t-proof S.The control ponel shall be placed at a comfortable height for locking cost iron covers or thermoplastic covers at final grade.All cwx-ess in accordance Hith Federal Emergency Management Agency RESIDENTIAL c4wem and c-lihineysIrlsers shot[ be designed in accordance m1th section (Mn-W flood zone requirements. 5-111 of this standard. VACANT LAND 6.The panel shall meet National Electrical Manufacturers Association 5.Hhen a [/A ONTS is approved to be kistalled in a drivewatj or (NEMA)4X specifications. parking area,the unit shall be designed ond&r Installed to m1thstand NS-20 or H-20 loading as designoFed by AwkchMO. 'T.All below grade Hiring must be run in clactrtaof condult.The condvit 6.Cnarbage grinders shall not be permitted when an I/A OWS is utilized must have appropriate seals to prevent gose-s and moisture from ............. ....... 05 mcais of sewo9a disposal. reach" the control pawl or j6mtlon boxes. 1.Hater softeners shall not discharge into on I/A ONTS and the Each system--hall be equipped with a functioning Horn"system which -Deportment recomniends Hater softener borkwosh be connected to an mill activate oudible, and visual oforms that can be readily seen end onsite drywell oc�ble to Town or Village building Deporbrents. heard by the occuponts of the building served.The Department recommends a telemetry device be Installed to provide Immediate -- 04M b. I/A OKM tanks shall be Notertight and constructed of sound and remote alarm notificalon to the 04M provider covered by th, durdble materials that are not sul�ject to excessive-corrosion or agreement. do-aag. tt.Systems Hlitch ore not clesigned to flow by gravity ore recommended to be equipped Hfth a control panel with meons of connecting a cf. Ali tanks must be- watertight.Two methods of ensuring tonks ore portable generator to operate the system dvr" a power outage. EL. 49�.44' watertight shall be either vacuum testing or water pressure test" �� I methods as follows- 101.11,011P5.E3LoHEF;*.LEVM SENSORS.AND CONTROLS: 10.Vacmuni tasting- Seal the emiply tank and apply a vocuum to four(4) 1.The electrical junction box serving the pump motor and floats must be lnch�100mtTO of mercury.The, tank Is approved if 110%of vacuum is matertight and located outside the I/A ONTS tank chamber. held for two minutes. 2. Any blowers located outside of the I/A ON"1`5 unit must be plo(:--d on 11.Hater testing: Seal to*,fill tank with water to outlet Invert a pod 5Wolk oow�r>epaiment or H&aith 9&mcms mr-mm Pogo 145 Q� Y) elevation, let stand for 24 hours.Refill the tank to the- outlet Invert (cone-rete,plastic or fiberglass) and have a soundproof err-losure after the 24-hour period is complete. Lat the tank staid for on cover. additional 10-hour period.The tank is approved if water level is held for the to-hour period.Hater pressure testing is recommended to be 5.All pumps and floa trees mist be occessVe and servIce-able from done onsite after installation. aCcesS Open". I/A 0HT5 TANK C,0N5TF=,TI0?4 MATERIAL REMIREMENTS: 4.The floats shot I be attached to a 5diedule 40 PVC;f foot tree Viat con be easily removed for service or adjustment.The floats shall not 1.Reinforced concrete shall hove a minimum compressive,strength of be- crttcw4v--d to Vie, force main. z 3POO pounds per sqvare Inch(pot)at 26-days set. 5.The Deportment shall observe the pump system operate throvo a normal operating cycle. 2.Hall thickness shall be a mfnb.Km, of three by-hes, unless the design has been certified by a NeH York Lkensed Professional Engineer as Wnspection for le-okoge of the force main fittings Hill be made during 0 comply" with all appropriate requirements for thin mall c4onstruction. All the pump test procedure. walls,bottom cnd top shall c4ntaln reinforcing to resist on applied 2ND STORY forc�& of -100 pounds per square foot (psf). OVERHANO 5.Pre-cost czw-rete sections shall be sealed with one (1) Inch"I rubber joint sealant mhlch conforms to ASTM C--qclo. PROP. I MCK 4. All sewer pipes shall penetrate the vertical side-wall of the tank and shall be 9-c-oled mith grout or other meons acceptable to the Ix Deportment such as matertight sealed flexiAe joint and the pipe gasket fastened to the pipe, with stainless steel retractable ctcrip(s)- S.All joints shall be se-oled so that the tont�is watertight.Sea se�ctlon 5-114,5.10.Tanks that ore aost In place reqp1re prior approval from the '-7 ust be certified by a Lice"ed Professional Engineer. Deportment and m PR�OPOSED :2 5Tf;ZY ED At a minimum,the floor and Halls of a caw-rete tank must be PROP. 1^V. M DYELLINC, M. morpolith1colIq poured. 0 DRIVEHAY 4 OARAOE 6. Hienever practical,concrete I/A ONTS shall not be located mlthfn Ac, (5 BEDROOMS) groundwater.For kistallattons that ore ploc�ed within groundwater,the F.F. Fl . 46.5' T 0 bottom and skle portions,up to I& W-hes ckpove highest &AP- EL 44. relcordo-wexpected groundwater elevation,of the I/A ONTS unit shall leg Nil kT -4 be monolfthicalIq constructed. In cases where this Is not practicable,the _e I/A ONTS unit shall be water-proofed up to 0 Inches above the highest A�p recorded lexpected groundwater elevation and leak tested to ensure, 10 0) T 374 tightness prior to operation. 1� NEN SE"CE PRO /0(T OF t4 7. In cases when concrete tanks ore, Installed In groundwater,the design KASP CONTROL professional shall submit buoyancy calculatform to prove the Height of CENTER the tank(Hith or without crrhor" or the addition of ballast) Hill be at least 15 times more than the weight of the Hater displaced.The i 2ND STORY Zol I NEH NE3q SANITARY LINE 4 PROJECT: buoyancy calculotlon5 shall be done using hicticst expected/recordcd L -ANC, HOUSE CONNECTION groundHoter elevation Htth the tank empty.Sol[ cover on top of the tonk(5) shall not be considered when determining the amount of ROYALTON ROW anchor" or ballast weight required. X VENT TO ROOF (NO HOME TRAPS SHALL BE INSTALLED LOT 3 PROP. kiALK.�Y UPST1;ZrAM OF TREATMEW UNIT), SUFFOLK 00UN7Y HEALTH DEPARTMENT AFFRO\/AL 0 NEK NORl-ECO NEH 2060 SIN6ULAIR 510-KINETIC ENr,iNEr--R1sCERTJF1CATiC,N PEr-L-IREP. POLYLOK HASTE1*4A1r-R COX NECK ROAD S u r�,l i-r P.7- 0 r R,A- C KP TO-17AT 1-, " DIST. E30X ' 0 TREATMENT SYSTEM MATTITUCK, NY 11952 MODM- TNT--500 r C-- INS'-ALLATION AN- C0N!!�7FjJCT1--',N PROP. HATER 0- IA/MITS 5LFPLY LIW < DRAWING TITLE: Frr F,-4ALAPrr-oV1kL. 10, /PROP.j_ 2' NEH IA/OV\ITS Norweco i MIN. rz p. MIN. MIN L.P. SITE PLAN X PROPOSED I/A OWTS SUFFOLK C',FOUNTY DEPARTMENT OFHEALTH SERVICES NEN EXIST- L.P. PERMITFORAPPROVAL OF CONSTRUCTIONFORA KATM toerm - ;e &I MIN. In- 0 SINGLEFAViLy RESIDENCE ONILY ........... X PAGE: EL. 4425' 7Y 'A SWOV46-100 M. 45 NEF DATE 4117/2021 H.S. RE F. NO. R-21-0612 'Rol L DATE: 04/12/21 APPROVED J %"r A L T 0 N R 0 N 1OF2 FOR MAXIMUM OF 5 BEDROOMS 0 9 go 20 50 40 so EXPIRES 'FHREE YEARS FROM DATE OF APPROVAL 111111 51 TE FLAN G*tAf4V,5GftZ SCALE: 1" 15'-0" INNOVATIVE 4 ALTERNATIVE ON 5tTE WAaTEHATER TREATMENT SYSTEM(VA OK1'S) LEAGFIINS Pools(2) 1. VA 01,415 SHALL HAVE A MNM1M TREATMENT GAPA-nY OF 550 BPD(5 BEVRDOMS). L MINIMUM LEACHNIS 5Y5T84 FOR A 5 BIVROOM HOUSE IS 400 FTS SIDBdALL LEAGHNN6 AREA PROPO'M NORT'6GO`SINOAJNIR 0404a ET10 WASTE•IATER.TREATMENT SYSTEM MODEL. (0)a'o x a'EFFECTIVE Df3'ITi LEACHNN6 POOLS PROVIDE 400 W LEFl.MNCi AREA TN T-SOO'PROVNDES 600 BPD TREATMENT CAPACITY. N a•a x a'EfTror-T1VE DEPTH LEAC.NIING PL701,PROPOSM FOR 50%E>ff'AN5ION M INSTAL.ALL C0WOWMM AS PM MANJ.SPECS. 3. A 10'MIK DISTANCE BETW�I7TE VA OWT5 AM BU4.DIN6 WITN SHALL 2• ��POOLS TO BE GONSTRIJGTED OF PRECAST REITFORGI�GOIY.REIt:(OR 6Q)4t>. BE MUUNTAIHM,OR 5•MIN.DISTANCE IF BUILDING 15 UPON A SLAB. 'S. All G0JB25 SHALL BE OF PRECAST RBTFORCED CONCRETE(OR BGiUAU. 4. A 5'1,M 015TANCE SErY$N THE VA OWI5 AM DIST.BOX SHALL Be MANTARE7. 4. A 10'MRL DISTANCE BETH"LEACHING POOLS AND WATER LINES SHALL BE MANTA V 5. AN a'MRL DISTANCE BETWEEN ALL LEA04MC,POOLS AND SEP a 0 TANK SHALL BE MAINTARE7. PROP.(5)BEDROOM 17lAR-i 1 IhLS FI O%AVE PEN NOF4 EW SIN6ULAIR SECONDARY SAFETY BIP-KINETIC WASTEWATER Ff.EL-465' 00'10 RS 13ENEATH EACH TREATEMENT SYSTEM R21MAR7'COVER(TYPJ MODEL TNT-500 POLYLOK 20'D--BOX K/552URITY ORATE(BAFFLE REQID IF INLET rz GO AVO.BRAVE EL■445' PITCH EXGEEDS 1'PER Fool) 5%MAXIMUM SLOPE GO. MIN.4'DIA. i'MIN. I'MIN. 4 SDR 351 PVG 2.5'MAX MIN.4'DIA 2'MAX Q SDR 55 PVC,tOR4'DIA `r f EaWALENT55 PVG OR MIN.PITCH '. _; ;;{.' VALENTMIN.PITCH�' PITCH J':1'IDE END GAP TYPE LEVEI-INS NE1 BA�BNT ES TR OUTLETS) LEAGFHN5 POOL_PROVIDE PSAND ORPEW ORAVEL BENEATH D DISTRIBUTION BOX F- V W REPLACE EXIST.SOIL ~ V w/5'GLEAN SAND COLLAR SURROUN VIN5 U .J LS'WHERE EXIST.SAND t ORAVEL(SP/54 Q LAYER NOT PRESENT PROPOSED VA OhlTs DETAIL �`���17 SCALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER END PLUG lL Q Q SEWED. PIPE 45' ELBOWS 30• ELBO-f r 45i ELBOW 60' WYE ALTEf'llA,TE A" ALTERNATE -B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 120 VOLT- 10 - 60 Hz- 20 AMP SERVICE MAINE L E C TR I G A L NOTE: AERATOR.PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. GLEAN-OUT (0.0) DETAIL PANEL AT DWELL I NO SCALE: NTS MAIN BREAKER 1 1 W HIT C-O IJ L-Li r� �• o 01 SERVICE PRO-VWSP jI SERVICE PRO OK ON ON i O aTTN t" WIN ® 12:42 PM ,«s 75 R. OFF OFF OFF I.s 20 MWwSERVKXPR0NODO I NORWEOjoFF DOFF O+OFF �. MDfiWALK,dtq-U.SA DUAP RRFNI�R ER REE A c LJH " 0 b ALARM i ® RESET ~l 1 CONTROL AERATORI __ D37405 Q :! I Fl SOF NID E`N-1 DEDICATED, 20 AMP FOWER PUMP AERATOR AWa15 COMM t 2 1 2 3 t PROJECT: BREAKERS- RELAYAUX ACIDCAUX Q O llom L= g TOR S1 NO LE—PHASE INCOMING P07AERATOR ON OFFALARM OVERRIDE dR� RE Y ADx oC CIRCUIT BREAKER L7 N G ", N G Al N G 2 3 s 6 ROYALTON ROW x x x x x x x x x x x x x x x —1 1 A— joVERRSj ® ® Lt N G PI N G Al N Gill 213 415'6'-r LOT 3 ® POWER ® FLOATS RVICE PRO*�V BY NORWECO,INC.NORWALK,OHIO U.S.A.SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SE ® COX NECK ROAD I MATTITUCK, NY 11952 I ELECTRICAL SERV I GE TO WASP SERIES CONTROLS DRAWING TITLE: NORWECO SERVICE PRO PROPOSED I/A OWTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS CONTROL CEM'ER d WIRIN6 DIAERAM NOTE 775 VAC MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL SE CONSULTED MGH HEAD SINGULAR® ON/OFF HIGH WATER ALARM TIMER OVERRIDE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORWEC.O SERVICE PRO WASP CONTROL CENTER. SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MANUFACTURER. INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER d ENSURE INSTALLATION IS IN %NEwAL NOTES - - ------PART NUMBER COMPLIANCE w/ALL MANUFACTURER SPECIFICATIONS, NATIONAL SP-200 ELECTRICAL CAVE, AND APPLIGABL.E LAGAL CODES. - - A DEDICATED ZO AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED � no �-- _.,d. UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. - FOREIGN PATENTS ' (Z INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. PENDING wASP SEMICEs RO imm wlRncdAGRW d, os-t S2Gts THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE NIS DATE: 04/12/21 2 OF 2 �Pasnts NORNEG0 SERVICE PRO NASD CONTROL GFENTER $ W I RI NO D I AORAM SCALE: NTS (1)UNAUTHOR2ED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK SATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC P;RPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS"VEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE DILE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION INSTED HEREON,AND TO THE ASSIGNEES OF THE LENIING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)do CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LEGEND C Ox N, 400 Ostrander Avenue, Riverhead, New York 11901 tel. (551.727.2505 fax. 631.72'7.0144 BBA = BELGIAN BLOCK APRON ^ � BBG BELGIAN BLOCK CURB admin11youngengineering.com = V GE = CELLAR ENTRANCEou GH = CHIMNEY R-39 GMP = CONCRETE MONUMENT FOUND CM5 = CONCRETE MONUMENT SET Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer GP = CONCRETE PAVEMENT MTLF = METAL FENCE Douglas E. Adams, Professional Engineer OL = ON PROPERTY LINE Robert G. Tost, Architect RO = ROOF OVER � Robert Stromski, Architect WMR = WATER METER V W5F = WOOD STAKE FOUND 0 0 W55 = WOOD 5TAKE 5ET a(Y • = END OF DIRECTION/D15TANGE SITE DATA . . AREA = 32,055 50. FT. 5UBDIVI510N - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 A5 FILE NO. 12105. ,0n �tL Iw 4(p W 1 -4 VERTICAL DATUM = NAV DATUM (1988) Of u � ry � Q C, SURVEYOR'S CERTIFICATION WE HEREBY CERTIFY TO MARRATIME CAPITAL LLC THAT I ` \ THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK 5TATE I A550CIATION OF PROFE55IONAL LAND 5URVEYOR5. Lot 2 I "Estates of Royalton" / ♦♦ \ '�� :;� / f I \ ♦ G- i a y 3 y K) \ \ C `GJ O f\ ��C�\ Q.c"',oy ♦` N 1 11/ i` r) \:- .:: , / / Y [� HOWARD W. YOUNG N.Y.5. L.S. NO. 45893 L fit N L? v \wow �e � <,�� . , SURVEY FOR MARRAT I ME CAPITAL, LLC OSc � ��� �a,>S ry LOT 5 "E5TATE5 AT RO'T ALTON" > a Oi 6 at Mattituck, Town of Southold �>� ���. �� , _ Suffolk County, New York I:; �� 7q tic ry• � G i S�q o ,6 N / � T'�O �TjoS`,X69, 1\\ � v - fi�� F" %,. ,s\o Q FOUNDATION LOCATION SURVEY 0° 'ti { \ ry F 0 Q -0 County Tax Map District 1000 Section 113 Block O7 Lot 11.52 OFIELD SURVEY COMPLETED a 6� > $< ��O I \ MAY 10, 2022 5z 2PI�EPARED� MAY I-7, 2022 o , �s 6' \���, �4 Record of Revisions � SG � ��0� >s: I D'L`per �� t ,oREI(15�N:i! R DATE �0 .-�:-•,( ;f,I 1 s, . SANITARY MEASUREMENT5 IN N !�/� A B n A. o V_ J o Q o u' nm 5T 50' 20' } Vj DB 55 51 211 40 0 20 40 80 120 m LPI 55' 34.5' Seale: 1" = 40' LP2 65' 32.51 JOB NO. 2021-0086 DWG. 2003_0313_0003_2021_0086_foundatlon_loc I OF I SITE LAYOI NOTES LOT COVERAGE .' -ELEVATIONS REFERENCE NAVO 1988 .Ta Inteller meat Mb a eurroM Lk{uld Wrote LlGenoo pursued to I/A OWTS INSTALLATON 9TANDAIEDS, I. THIS IS AN AVER rz TS SITE PLAN 8 IS ' �• ,� R, �V $Ge�('B {fi}y Wfolk Comfy Godo Chapter 569,ArtWe VII(9eptic Indu>try SUEOT TO VERIFICATION BY A LICENSED 9wlroeaen)tFr c�Gb Sul t W WG1 Dk'a ty C a Labor,IlTil,g I./retail I/A OWTS/mks occordhy to All ppiM*[,regia, a daW m> SUFFOLK COUNTY TAX LOT No. 1000-II8-OZ-19.52 -ALL OF THE TY UTILIZE LOTS WITHIN 150' SURVEYORREPSEN THE INFORMATION =_- IV Gonsur�Ai�lre,pWurreeuuaat eo Sunlit County Gam§56}T41he Mks mnfo,mFg with oval sladmd.All applicable recamardaGom OF PROPERTY UTILIZE WBLIG WATER REPRESENTED ON THIS SITE PLAN IS TO THE - <�,y t "✓X" 0o d Lahr.lJeemFg,aM Gomumm AllaYn maMta6m a lilt d Idea !ha monrtac4Ter olnll be lamented. pmhron! Pa' by I6P ZONE AG ARCHITECTS BEST OF KNOWLEDGE. ucan.ea vA owre Mahtenmee Provleero. DE ELOP UTILIZE PUBLIC WATER ONCE 3.Tho I/A Owls tarok atoll be tIm Fd at level F ell dFalkm,(with o %Lor DEVELOPEp, 2.SURVEY INFORMATION WAS OBTAINED 2.All I/A OYfS must be ree99,te-d wIth Ne Department h aeeardanee maxMem tolmaroe M ary dlreetlm of e/oro quarter FeW m a mFlmm DESCRIPTION AREA OOVERA6E FROM A SURVEY DATED NOVEMBER I1, "Ith Article N d No Sln11k county 5mkary lade prim to tha 9-Inch thlck bed d properly 1-1,al and coapaated land(free from Depaimon! 9mt.9 eertltleatlon o!completed wnatrvct-m•m bun!' rocks)m pea q.-I. TOTAL LOT AREA 52,085.0 S.F. 1000-115-1-111,31(CURRENTLY VACANT) 2020 AND PREPARED BY. SUB.E:CT PROPERTY \•- 666 "' Y' <d`"Fc. �, plm>• 1000-115-T-1993(CURRENTLY VACANT) PETER A.GRODEN 9.I/A OW19 TaNe shall be ovbed"H1,a aMSie wtbl.A dlNrtaRlm .r 5.M axes"-.Operaelm ad Whtor,mce contract be Ween she boxhnaMle m dbtrbuElm I.ad�ow,WcWre may bo requaed for all 105-BUILT HOUSE W/GARAGE 2,6936 S.F. 8.4% 1000-115-1-1999(CURRENTLY VACANT) N.Y.STATE LAND SURVEYOR lmhteroroe PrFovTVTder scat properW o.wr t be wt netted tow a>tam>wIp,,,,¢Ip1e leach etrua5,rw.,lase o,alea„atNe z"e,I> 1000-115-1-19.40(CURRENTLY VACANT) LIG.e05oB69 �` •�® Deportment prior Co approval IN the I/A o�WTS rogletraum b!w pprwed by w vepanme AS-&JILT PATIOS 462.4 S.F. 1.4% 66A LAND SURVEYING INC. Department b accordance with A 141,19 a w S6Noik Govnby P.O.BOX 904 Sanitary code. 4.The by 0 the I/A OWT9 tank,Mll rot be located ter thm 25 RIDGE,NY gO° TOTAL AREA OF ALL STRUCTURES 5156.0 S.F. 98% leet m le„tlKm acro foot below fMol Sade. (65U 649-4950 4.NI Fstelbd I/A OFtTS ore rogvhed W have te Mltbl Mittel MAXIMUM COVERAGE ALLOWED•20% - (y and opYgllaNmaMteMr4e eervKe emtrat.Arta w Nitlal 9yem 5.At a aJnlnsxlt oil ecm�plhg mWnlee atoll Mrs 30-Fah eovmed erotbn any mahtenmce xrvke emtrat 1,w epahed,property s>opmMga W gado 4rwba o w Flet ab"flet.G1vero uac yJ o expected W m1Fl1M m 0 the aM mal ty ae -at be elthm 2O-Fch dlamtm"alenlght arc!InxctproOP 11= NOTE, trot h acordaroo wit,ArtKle 19 0!the'wflolk Canty Smitay t Mm sever°or thmmopbetic coven a!PFaI gado.NI covere .�T wa_r OA I. FLOOD MAP DATA FROM FP.MA F/ Code. 6MII be dealgrotl M oeeortlaroe W!1,eeetbn 5-III of t,le etmdmd, ouNe s voure MAP M,56109e045I14 `� ..to- gq�' y'• S.Yuen an VA OWTS r Fee a vont,the volt atoll be vented b w vaueAn.Nv� O'<* equ 6.bile,v°^PYS mxaholev aro opprovee to be"faille F a drWewoy MAP DATE�SEPT.25,2009 roof of w re,kfence bekg served.Vont ppov shall exfen 1 a mFlnun m dparklrq ,w moNole°hall be melgrod to bo lrarfic bewNg to BfLTa39@vFLOOD ZONES X m b Wal,..I a t - da+d 12 �dww4dt all,,a eve me e w requtemente of AASHm H-3o a-NS-30 IaadFg. 2.SITE PROTEOTIONA-ILT FENCING TO BE AERIAL PHOTO rod.In casae Mma It b rot pratKel tle vont, syst.m t,tF. T.TPa ootid Ment eI-tIm Nall be a m[MF IN 0.1 foot bolo"w INSTALLED AS REGUIRED BY SOUTHOLD reald-reel,a vent pipe may be piped eo w exterior oP w Inlet Men ebvatlm. TOW SCALE.NTS rmldenee and termMote o mMFvrtn of IB V4hee above gado oat at teat I foot Iron property IFe>.Thove vent P¢�ee atoll be lomled a 6,5cvnplF,g m xdalee shall Foye m�wlda dtamter IN 2 feet or m 9.NO SURFACE WATERS OR WETLANDS ARE mFM,m d s/sae Mom any 1Fm1 m dear-ay and moat tennk,ate-IN a Msde moa a/2 flat b)2 foot. LOCATED WITHIN 900'OF THE PROPERTY carbon IIItm d"-.NI vent pipers mot hwo a mMhun dlamoter of 2 W McMs. 9.Tbre shell be a moxMtm rotentbn dept,baja"w wtlat Men d' elovatbn 11>Ix hcMa. b.Metallatbn and use of w I/A OWTS rouet eonferm fo tl+e - SUBDIVISION INFORMATION, F- DeeppaarGnent§app w d I/A OYRS 911dpapnae doexront prepmad M l0.All>ewer pipe p,mvotloro h the z-VIM9 manhole eM11 be 5UBDIVISION MAP ESTATES AT ROYALTON' U ImavatN ordNAltlomanttive QOrolto Wasldr:ater T-tt-tSptemed wolerll�l. MAP NO.12105 ~ U ELECTRICAL R9LIGIREMENF AS-BUILT DISTANCES TO SEPTIC.SYSTEM COMPONENTS FILED FEBRUARY 22,2015 U J MINIMIM pC�19N REGVIREMEMS. control Porob (MEASURED FROM EUILDI146) I.I/A OWTS trots Mall ba cmotructed IN prermt eonerote,fharglass, I.Tho control panel box mit txs pbcetl"teles m a sulWbb pedoatal Q pd�lyet,yleropolropylene,wrmoplmtKe,m aver moterlala In row w eWcwre eM!rc mrvm.AltematNehy w parol box be SYSTEM COMPONENT CORNER"A" CORNER mdmce"M1,pepanmmt etanderds and IONYORR Appandlx 75-A. mounted m m outside call d w etrueWre(prelmable a utlli room, r°�•va Tia vee d steal tank°le prohblted. ane roe a uwg>pam).Other IacaGam for mawSFg w parol box"III 5r-NORWEGO TREATMENT a cmabae bJ w Department on a cme4ay-cavo beat,ad wit,I/A SYSTEM 50.0' 20.0' 2.Yhen m VA OWR reguYm a eeptK tank!m protreebrord w ocptic OYIT9 narufaRrer approval. tank shall W a.f6h aowy Daprrfmant d Nealq 9ervkee u�+rtT raga T deelgrod F-eases,-Ith eeetlema 5-107 and s-109 of thb 2.The came d w I/A OlWe OtM Provider must be clearly IdontlPwd DB-DISTRIBUTION BOX 555' 2710' etadmd, an w wGbe of w poral aM iia phone number to contact h cave of almm. LPI-LEACHING POOL 55.0' 945' 9.thlev otreMlee epeclPled,the IeahFg ntnicture/nyntem tM!follo"a I/A Otvr9 Nati be deel9",M aeordmee with eeenm 5-lot aM M5,Tatarlm penal placement.,ebbs w aptom to be--d at cry LP2-LEACHING POOL 6510' 525' 5-IIO of Nb etaMmd, tine,elFnFatMg w rood to aueu w Ymdo of Wllelrg, ro w.m erawro® a.Thepp I box nest bo wlihh vbw d w dst°ir'toeatbn to help 4.At a mMhun,all I/A OWtreatment tante T9 treatOI/hove 30-hch fallltak0 epmatbn and mahtermae. Covered access openinge to ode ltaatetl war t hie!and whet. Govoro atoll, -a 20.tha dlapl at rt and Wectyree All' control parol atoll be placed ata comf°rtablo blq,t Por lock)fe coot Iron covere m Nermoplaatic coven at fiwl gado.All In mcordmnce wlGl Pederol'Emergency f4arogemcnt Agency RESIDENTIAL d dnlMneye/rleero Moll be dealryned M aeaordaroe with eeatlon (FEMA!lead Sono reghemerrca. VACANT LAND 5-III of Nb etand'd. 9.Wan a 1/10 OYff5 le d to bo btollW In a drNe b.-pant Mall meet NetbroI Ele. K 1 Manutmbmm�Aseocatlm 9aPr°t'° '"°Y a- RffWk)4%epcclncatblb. vvrWng°res,w unit atoll be do>iggaad and/or Wtallad to wltbtand WY20 m H-20 loadhg m designated by AASHTO. T.All below gadppo wYFg me!be rye,h eleetrKal""e"t.The eonMlt 0.rrKma o girdero,toll rot be permitted whop an I/A OWi9 Ie utilised reeaMirlg w cooNrol pmol all JFetbn nboxoa en aM mobWo Iran as d sewage dbpoeal. I/A - B.Faeh eyatall atoll be eglPped"Ieh a rurotlmhg wamhg eyvtem whlah an ' 2�.•1•(/ _�-__ 9.Water mtleroro Nall rot dbchlrgo hto m OWTs ab w III acuate oWbb d vlaal ulama G,at sal be reotllly even and 1 ��1 Dropartmon!rewmmerda water,oltoror boeklmh to corheeted tom "Mme b'1 We eeeupmb d w bulKMg served.Tho Dapartxn! • / PR e Its dry"en aeeeptanie t1 Town m vinage tandMg vepmrmenla. rocammenae d eellmoery tlevKe m"muse w prwbe Imrotlbb 3 �' \- �pE�j z B.I/AOAM tanks shall be-amrtl and eons tad of a,wd oto romoott�a^arm ratlfleatlm to tea OtM proNeer revered by w OtH R r\TY O N Q durable mamrbb that are rat sub eat to axe Ne Garret,-or decq. 9.Syamme Mkh me rot deeKkpp,,eed m/law by gerlty mer ommordod �� f m bo equippotl with a controt�aal with 1 comectFg D a: 9.All tanb t M wotertKj,t.Two method,IN en,mirg tmkv ma pmtab'a gerorator m operate the ayatem WrMg a powx"lege. "amnkJ,t atoll be elver vawm metFg m wamr pramure teethg - o mewda m fella"e� Io.Vawm msthg�Seal w°'rpty tmk and apply a vachm m four(4) I.TFa elatrkal urollon bon Fa fhe pump motor and?tools mot be lr \ V Inrhee(IOOmIU of mercury.Ta trot b approved If 90%o!vaeuvm b wamrtism,oat lacatetl outside vel/A 0WIS trot ahar�ber. bid 3. bbwero located ouLnbo IN w I/A OWP3 role must be placed m O � - II.Wamr tweeNg Seal tory fol I trot"Ith wotnr m Whet Mer! pad BMoa eeoey twpabne4 ee Iisvnh ear./vo IY1aT rage I+> /� m Wtar ion,let sia,'Id for 34 boon.Refill w trot to w dItilt Mort (wrcsoW,pl®tK or/Ibergla,e)ad have a>wntlProof aralo,ure \ / tQQQA INmr w 24-has porlod h co=to.Let w trot stare fm m ewer addlbnal IO-hwr period.Ta tank Is apprwod If wator Iwo-I>bid Q�Q !or the IOi�am portae.Wafer p­­te,tkg b recommended m be 5.All pumps ab Pleat woe must be aaeeeblo ad servleooblo tram \ / z W dimage titer F>talletlon. aces, P-.V. \ 4.The floats shall be,attahed te a Sahed,le 40 PVC float tree that s \ be easlgy removed for Cervico m adJuetmeM.the/bate Mall,at / I.Rehr orold concrete 61,111 F­a m't =r-Wo strength of be attad,ed m w lace w op00 paurcb pm sgvare-h(pup at 3B-days set. S. The w pepmbnen!atoll obverve the pvrlp vy,tom aporata thrwgh a \ / f O 2.Wolf We ala shall bo a mFFvm of Wee kKlns unless w devlgrl rlanlll operatFg cycle. / t0i 2 tae been eerelflod bU a Ne-York Lk'ermed Profoeabrnl GgMeor m b.lmpatlm Im leakage d w/arca maF fl!lircje-III be mad°eming \ cortplyhg"k1,all approprv4e rogvUemmto fm thF-11 carmWc4on.All w pump m>!procedure. n Ile, film and top Mall canmM rewmcMg m resist m applied 2ND STORY forte of 900 paxde per eq are feet(p M). OVERHANG I�mn, 9.Pre-cant cmcrote la,la,a shall be sealed 11th oro(1)M butyl \ ---- AS-WILT o O n r).ht sealant which conforms le ASTM Cr990. STONE 4.All eeuor ppe,atoll perotram w verliml eldewa IN w taMc ad \ PATIO N shall be sealed"It,govt m o=,t- table m w Depen ant such as-amrtlght sealed Plesble Irl and w pipe \ gasket fo wdl m the pipe-It,stahl-.Wel retracfabie 5.All Jahte shoo W sealed>o tat t1,°llN b watertight.See edctbn \� / 6-114,J5%t Tacks-It are trot h plea regYe prior approval!caro w Dcptrtment aM-roe be mnllbtl by a LKemed Prdewbrol Trglrom. ` \ A5-BUILT 2 5TRY At o mhhun,w nom and"ane of o w�Kr°te tmk mot be ,\{LED q AS-BUILT WD.FR.DWELLING monollthk:ally p-rod. Y DRIVEWAY 4 YARAEe 6.Wanever pr�tbol, ,=.t*VA OW TS eM11 oat be totaled,-INIn -L C \ (5 BEDROOMS) gramd+aem.P hsmllatlpe wt aro plead wlt,in gourdr,ater,w L \ F.F.EL.a 465' "team ane alae portlam,w m 1B Irchea abate hkyhe,t vc��t�y 9 reeorded/eywaeed gr.la,examr elwalbn,of w 1/10 OWT9 unit be monohthiwny eoroWetee.h ams,wore fhb b rot praeueabl°,w rr+ ," 1/10 Overs mk elan be wamryroofed a m IB babes above w hlgMet - 1t) o 5 �r recorded/eQeetea graxdlaeer elevatlen ane leak b>ted m enwre 6 \ /N ,f?t� vTF F N �O llghw,n pro to ape atlm. rn SERVICE PRO WASP OF NE`)'I 9.In mss,Men concrete talks aro-tailed F goundwZ,,w all. CONTROL CENTER ^ PP.=.-,l shall"tlIll buoyancy caKulINKro m prove w"eight IN AS-WILT CORNER B /= PROJECT' .=.-,t 13(wlh m wlt,w!aKhorMg m she oddllbn d bella,U will be at A ANY PATIO / tarot IS tFm more then w-eight d w water tlbplaced.The \ CORNER 2ND TORY STONE G.0. / ROYALTON ROW aaymay aalamatlaro -.-.%t aaa uellg nlgro,e expoeledkeaa-dad Loy€P�_ .J SANITARY LINE t gaun i5 ebvatbn"It,w tmk empty.Sell tarot m tap of w HOUSE CONNECTION tmk(v)atoll rot'b1 c,elde d Oen dotarm N w avant of arohaFg m ballast weight regvlrod. \ I VENT TO ROOF MO HOUSE \ TRAPS SHALL E INSTALLED , LOT 3 AE-WILT WALIIWAY ST O UPSTREAM OF TREATMENT UN ) i NORWECO SINGULAR 20*0 /FET / SUFFOLK COUNTY HEALTH DKA5TEPARTMENT APPROVAL \ i POLYLOK WASTEWATEE R COX NECK ROAD TREA H.S. REFERENCE NO.;R-21-0612 P o1sr.Box MODELLIINNT-500TH / MATTITUCK,NY 11952 \ I \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EXIST.WATER (4 SUPPLY LINE DRAWING TITLE: / = APPROVAL OF CONSTRUCTED WORKS FOR ; SRE PLAN 'O\ /� AS-BUILT I/A OWTS ASINGLE FAMILY RESIDENCE �a_ \ EXIST. METER O PAGE Q Date s)s(zozz H.S. Ref. No. R-21-0612 M _ r\ - -__-� SM00.01 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found 4360' i TO CpX to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. � R O Y A L T O N R O W DATE:03/16/22 1 of 2 CRAIG KNEPPER, P.E.,CHIEF SITE PLAN Office of Wastewater Management SCALE:I•�15'_0• 1i�N AL RE RENENTS ..,,-.... I"'" ""•.., pt LOT.COVERAGE x - SITE LAYOUT NOTES � I.The lretallor rwst halo o currcrt Liqulo haste Lk m,Pur t to I/A OWTS INSTALLATION STANDARDS - - `-- -ELEVATIONS REFERENCE NAVD 1986 I. THIS IS AN ARCHITECTS SITE PLAN 6 IS p _ Suffolk G.wtu C.-Chapter 563,Article VII(Septic Iowstru 4 �p {p Eusiresses)tivouah the Svflolk County Deportment of Lobb,1-11 mg Install VA O TS tanks o cortllno to mo,.fmtl....s rccommoroot-I, SUFFOLK COUNTY TAX LOT NO. 1000-113-07-19.3] -ALL OF THE FOLLOWING LOTS WITHINI 150' SUR EGO TO VERIFICATION BY A LICENSED re-,Ivrter Allolro,pl.reuont to Suffolk Count,GIII till& T9The while-Mwmino with thea starocra All tilt recommenaat SURVEYOR. THE INFORMATION' ..lice .ore REPRESENTED ON THIS SITE PLAN IS TO THE ®® ® ® ®® ��® • '�• / Deportment Ir I-5 M t-oll,lo and eornvmer Affo,rs mlinm�ns°1,11 of 2 To I/w Me manl.rd 11 bI shoo be Lmplertenleo ZONE AG OF SHALL U71 UTILIZE PUBLIC V:ATER ® 15 Ikeree.I/A OWiS Maintenance Provders. OR SHALL UTILIZE PUBLIC WATER ONCE ARCHITECT'S BEST OF KNOWLEDGE ]The I/A OWTS took shall be Installed of level m all-)I,.(with a %LOT DEVELOPED. 2 SURVEY INFORMATION WAS OBTAINED Z All I/A OWTS must ez reg�sLered with 1,k Deportment in.eco ante 5-1,t tolerance N my drection or•/one quarter inch)on a minMum DESCRIPTION AREA wit NLlcle 19 0!the Suffolk County S-PI 6 prbr to the'tl 9-lrkh thick bed of properlu leveled and compacted corm(free from COVERAGE FROM A SURVEY DATED NOVEMBER 17, . • �e���e�f�®� Department grmnng aertrzlcation or completed c.retrvcuon on"as wet- recti)or poo gravel. TOTAL LOT AREA 32,OB30 5F. 1000-113-7-19.31(CURRENTLY VACANT) 2020 AND PREPARED BY: ,SUBJECT PROPERTY p1P"1' 1000-113-7-19.33(CURRENTLY VACANT) PETER A GRGBEN 3 I/A OWiS Tarks shall be prwldetl w,M°single outlet A dlstIo,Ill s.nn nXeweetl Operonon dna l-bmeenance contract between enc bp,/manhole or distrlwuon leoching serccel..e may be regNred rw pal AS-BUILT HOUSE W/GARAGE 2,6936 SF. 8.4% 1000-113-7-19.39(CURRENTLY VACANT) N.Y.STATE LAND SURVEYOR ®® MalMeronce Prouder and Property owner most be ed>mltted to the s [erre uIM mull)le leochin lructures unlax an dlternalNe des LIG.=050869 De lment m o of the I/A cwr5 re lranon the a s p g o ign le 1000-113-7-19 40(CURRENTLY VACANT) pw prior pprwa go b1 .proved by Mc Dcpa-lment A5-BUILT PATIOS/PORCH 462.4 SF. 1.4% GeA LAND SURVEYING INC. Dcpa tmcnt accordance with ArLicie 19 of Lhe Suffolk County P O BOX'704 Sanitary Code. 4 The toep'P the i/A ONT5 tank s 11 rot be located grouter than 25 TOTAL AREA OF ALL STRUCTURES 31580 5F. 9.8% RIDGE,NY 11961 4.All Nltalied 1/A 0-5 w root- to hove Io initial 3-ueor war my loot or s thwt oro foot below total g-atle (631)849-4"150 MAXIMUM COVERAGE ALLOWED=20% pperatloNm.mtenarcc ncry c cantroct.After the Mittal 3�yea 5.AL a Inlmun all sampling)mmholen 1holl bout 20-inch c agar tion dna P-lP,to service cop-ot hos e.plvea,poroertu'a oc ccs oepcnina_s to wade ocatctl o cr the mics ontl Ivtict.Clvcrs o expecte)to m.trtclr.en operatlm ontl .tote shop ba tMr 20-1n-ch.lamnter w[ertM[on°,sect-proof Iockln9 crtroct In ac rdonce wrth Article 19 of the Sufiorc County Smlt.ru cast ire vers or LFermo�la-uric co at flrol o oce-An cover, I. FLOOD MAP DATA FROM F EMA. Cede shop benec °in actor oce wlehvxetlm 5-III f tF.Is sLoroartls G59^° MAP 1 5603GG481H A 5.Warm I/A O 5 requires o ent,the unit shall be vented Uo Lhe 6.Wen somphna rtorl+aies are appr.-.to fro Ir-�toilca in o dr Newa - ® `kik p]wL I" ✓! MAP DATE:SEPT 25,2009 ofof the residcncc bco-g ser ca Vent pi pea shall utero a minrrum r earklno Ir a,the mmhole shop bo Ill to b°traffic-1-9 to 1 FLOOD ZONE:X E inches above the roof hon and the top f the vent 11.11 bora'° me t the rnq`rements of AASMO H-30 or—0 ka q. AERIAL PHOTO um honzontol>eparatim of 12 Hchee to the slopctl portion of the 2.SITE PROTEGTIOWSILT FENCING TO BE oaf.In cores where it I,not practical to vent the=to the T,The outlet Imcrt elevation shall be I-1-of 0.1 fact below the INSTALLED AS REGUIRED BY SOUTHOLD oar,a vent pipe aux PPP-so the e.terlor of the Nbt Invert elevabn TOWN SCALE:NTS eslaeroe a d terminate lIf 16 Inches above groao-at se I P.1 from property Imes-or vent pipes still be located o e 5amopl`o rambles shall lave an Irobe 611-e1 of 2 Iect or In 3.NO SURFACE WATERS OR WETLANDS ARE of 3 feet from an cuMtlou or doorway oro must terminate with p inside of 2 loot by 2.It.wbon filter device All nt pipes must bort°minuwm diameter of 2 tnwl+r LOCATED WITHIN 300'OF THE PROPERTY p/ ne1 9.Thorn sof 1 be o moXlm,m rotnnnm depth below Me emvatlm of 11X.1- of \l` b Instolla[lan and use the I/A oNRS must conform to the - SUBDIVISION NFORMATION: so Depldrement§approved VA Owrs gubarce document preporod In IO.All sewer pipe pcnctrcxlons in the sampling manhole shall de () oe rtd with the standards for"Approval mtl Mmaaement of watertight SUBDIVISION MAP ESTATES AT ROYALTO W Innovative and Alternative Onsite l-bsteuoter Treatmen[•5ustems." \ LOT 3 H ELECTRICAL REOUIfEEMENTS MAP N0.12105 U MINI-DE­REcu1REMENTs. AS-HUtLT DSSTANGES TO SEPTIC,SYSTEM'COMPONENTS:' ; FILED FEBRUARY 22,2018 U J Cartrol .0MEA5CiRED-FROµBUILDIll <\ I.I/A OWTS t.nke 11 01 be --IP of precast concrete,fiberolo>s, I.T control p-COX met bo pl......I-on o suit-1,peaesIII pcll,ethylene,poluprepyiene,thermoplastics,or other materials n rear the structure that it serves.Alterratively the panel bar may be wrtlmce wrtn Department storawos anI IONYCRR,App-11.15-A rtovneeo on m Iutsme wall of the structure(preferable a ulllity room, o.w.veL SYSTEM COMPONENT CORNER"A" CORNER"B" The use of steel to-is prohlbted. s2twIatangWkne dse1aM13nra7 d all n s>rvaes urn/n oann.cnaonslamuriv.einctlg vbyeptancoeeP��+.eI.e.t.olbn rea i ­.,V,3 e pael boo wi ll ­by­ hsts owltn I/A ST-NORWEGO TREATMENT 50.0' 200'cm I/A OIpr-a tic ok For pretemnSYSTEM bSk�ty Pep "of 11 deigI-o-oce wh U 5-10 m.509 of ts al the IIA 01H P1mb° tl DB-DISIBION BOX 55.5' 27.0 theoal Me Pinl an -1-a phoro mbto < contact 1n 1 s.unless otherwbc ac case of alarm. LPI-LEACHING POOL 530' 345' spcclliea,the Ic Flog strvct,,-It,- 1,I Pollou> % I,I/A OWrS shall be dellpned In occor.arcc with section 5-10-I ontl 3.Extortor P=,I pi--enables ate>sylstem to be>ervlcetl at o� 5-Ito of this stmdard. time,elmelncrcing the need t.access the m m of the wiblrrg, LP2-LEAGHIN6 POOL 65.0' 4.The pp..I box molt be w4hm vow oP the system bcatim to hoip 4 At a minimum,all I/A OWTS treatment tanks eholl hwe 20-Inch lac,lllate Iperotlm and mwntenaroe / ra 'Po- a'occem'geas to orad°I""ted aver Mc"'It I_`outlet. r Covers 1ha11 be cRher 20-Inch diameter watertlgM1L and Insect-proof S. Thc conlralopancl shall be`­,-E-2 laced at o comfwtcblc height Ipr / I-,cast Iron covers ar[hermoplmLic c of final grade All ocecx In act c-'Federal Emergency N.n.gement Agen o chmreus/risers sM1all be desbneo cn occorean a with 5ec[dn (FEMA)IIIOI zonen equlrcmente. RESIDENTIAL S�Illeof this ltonawa VACANT LAND to 5.Wmol,o I/A GNTS Is a to be Intolleo In.wNew 6 The pore)shall meet National Electrical Monulactu-en A>1ecl.tien porkma crew,the unit al—.ester..on./w chalice �wlthstmo (NEMA)aX 1peclflcotlore. H5-20 or w-2O loadrwmus -I a oeslg-otea by AA54T0 All below grade wiring t brvn e Ir el-lriwl c-,.t tt dol[ s must I+ave operopnate seals t°prevent gases and moisture from _ _—-—- 6.GarbpgcfgrlMcrs shall rot be permittctl when an I/A OWz5 le utlllzctl reaching Me antral Parol or)unction Coxes �� as moan o swage alspozol. �nl -— _ H EocM1 system shall.,eou1 w1sM1 a funetbNro wwning system which '2�- T Water soltcror11h I not dlschwae into ll I/A l b 5 and the will activpte cvdlble and visual.11-Mat con TNI DIcllly seen ontl 4 �� _ Dep�rtmcn[rccor--pt-lo eater s1 01 Vr backwash be conncctetl t n hes tl Me occupmtsy i the bullring served.TNI Deportment L �, � pROp ons mywell acceptable to Town or vubge welding Deparemenesa corm n.1 o telemetr dav,ce be iroblloa to rovdc lmmelll[c mote.a notlflcatlon to the 01M provber ovcrctl by Nc OeM �R O B I/A O-S tanks shall be watertight ontl constrvetctl.f sound.1. ogreemcnt'm i rY "Pole ma[erlab th.t are not sub,ect to ercessNc corr.e w decoy 9.Systems which arc not dc&groe to flow by grf t,a rncommo-od I.All Looks must be watcrtl t Two mctnods of ereurin Larks ore to be cqulppctl with.control pone)with means of .nncclirg a ac sg portable aenerotor to op era t°the system owing a power outage. EL 4844' wotertlght shall be either v uum testing or water pre ore testing m.thods I No= Lw"SEN—ANvN D ;, 1, 3 10.Vacuum[111,119,Sool the empty took end apply o vacuum.to four(4) I The el-leo)Juretbn bor rviro the Pump motor aro floats must be EL 41 6°,' R es(I—)of-1111,The tont 11 approve If­%of 1—ur,is -Ilt?ght ono located outsloc the i/A OWTS took chamber O held for two minutes 1.,,Noter testiro-Seal tank;fill tank ullh tidier t.outlet Invert 2.Anti blowers I...to.outsloe of the 1/A OWiS unit mtat be pieced o^ Q ,orlon,let 1Land for 24 houro.Refill LM1e tank to the outlet.-ort Dopa ES.tfeik 4untyo.epatment el fb°iNhavc osslo art[vine �v, w after tho 24-11u1 1,e.Lot 1,b to.atm./or m cover 1,e,plastic r flterglass)wrd rdprooi wlosure oaditioral 10-hour perba.The talk a approved If..or bvci Is Feb / w I.,the 10-hour period hbter pressure testing Is recommended to 111 3,All ftSump,mtl Float trees must be Isco-ole Intl scrvlccabic from It Z one­ll­llaer Installation. I,_opMngz. a I/A OWTS TANK CONSTRUCTION MATERIAL REOVIREMENTS 4,The flolLs-11-attached to a 5che1ull 4o PVC noes tree that n be....11,remove.for...v .r P1,u m t,The II.-shall not I.R Iforcod corlerete shall hwe a minimum comprexrve strength of bC attached to the force 3.000 pounds per square Inch(psi)at 26-ddys-t. 5.The Department shall observe rho pomp sytcm o,sr through I i o 2 Nd 11 thkkness sha11 be a minimum of three Inches unless[he tl mal operatil9 cycle \ hot beer certlfeo by o No.-1 Licensee Proles.lorai Er.�lneI'os 6lnsp-tbr for leako.e cf the force moan IT-cP will be intoe our No \ U K comSl9lrm with all Ippropr,oLe rcgl.vemenb Par thin roll co t11tian.All the pump test Pocnm.rn .be-tram I-top shall contalr rerforang to resist-applied 2ND 57CRY lest or 500 patinas per square foot(Pe) OVERHANG / 11 s.Pro-colt concrete 1ectlons shall be soobd with Inc(U inch wtyl rubber Joint lealwlt wN11 conForme to A5TM 01190. \ AS-BUILT 4,All sewer pipes sM1o11 penetrate the vertical siticwoll of Mc tank and DECK , sMli be scoled;.rI,grtor other mems act ptoble 1,I the 9-kot mcnl such as w.torto th t ilcXble Joint and the ppe gasket fastened to the pipe with stanicx treat retractable c amp(s). 5.All,olnts shall be—Id so that the tank 1,z watertight,See ii-t- 5-11A,B 10 \ / Tanks that aro cast In place require prior approval from Lhc Department wed must be ecrtifdd by a Llecnxd PfI,...I.-I Englnacr. u�Ip p \ AS-BUILT 2 STRY REpA A[a minimum,tFr Iloor and walls oP o concrete tank must be M-Q 0 , AS-&JILT WD.FR DWELLING ( mon.lRhlcplly poured y \ a� 'S B'Q - DRIVEWAY 6 GARAGE b Wdrove�practkol,cor4rc1Uc I/A OhT5 11l11 not be llcotctl wiNH (5 BEDROOMS) f4 RA -Ir .F° Instaneticns-trvrarepiaced�'itmrrgrocndaater,-Ve C r FP'EL6.a �- 6 rdnwone 111°porn .ep to 16 1-1-above h1lmll ver 9 /K Irdcl/eX tw dwat°r el°v°tto^,of the I/A OWT5 vont stun e-.�2 �-��J��GAR.EL-�.�14.71-•� j�\ �" r-�\ y pec grwn y 1,N N S r-�. �/ / �/ ✓ v / �r� Q becmorollthca'ly I I Ptor In cosec where this Is rot practicoblc,Mc �- I/A OWfS volt shall of voter- Died a i Ib Inches Ibove tto ortlea/expected arouwwpter elevatim and look tested to ereuere0d74 eration 0y p� tlgM1Lness prior to op �-t t ✓ U lF '� SERVILE PRG WASP z\ / tic �T GF NES cases when concrete[Inks arc 1re[alletl Io groundwater,NI design \ CONTROL CENTER proiessimol shall submit buoyancy calculations to prove the waloht of 1,k tank(with ar w"'ovt anchoring or the oddltbn of ballast)will be at A5-BUILT CORNER 0 ` /= PROJECT: least 15 times more[M1m the weight of the water dispioccd.Toe 1, CORNER 2ND 1 ORY PORCH Co. woyancy caiculatlons shall be done using Mghest exepeceed/reeoroe° \ A OVE ANG groundwoter elevation with the tank empty So"-,r on top of the L._ ._ -� SANITARY LINE a 1 ank(s)snail nil be consdcred when detnrmming the amount of HOUSE CONNECTION / ROYALTON ROW arch.r,ng or ballast we,ght regvmca. t I VENT TO ROOF(NO HOUSE LOT 3 \ TRAPS SHALL BE INSTALLED %/ /rs AS-BUILT WALiw`WAY ST 0 L4-STREAM OF TREAT' ENT LN?T) NORNEGO SINGULAIR 20". BIO-KINETIC SUFFOLK COUNTY HEALTH DEPARTMENT APFRO\/AL �\ POLYLOK WASTEWATER / COX NECK ROAD H.S. REFERENCE NO.:R-21-0612 t 1, i DIST'BOX P DELMTNNT--sco�M /<\ MATTITUCK,NY 11952 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �\ ESUPPLYA NE P DRAWING TITLE: APPROVAL OF CONSTRUCTED WORKS FOR o SITE PLAN "rs 1 AS-BUILT I/A OWTS ASINGLE FAMILY RESIDENCE EXIST. 1 Date 1/27/2022 H.S. Ref. No. R-21-0612 _ \ - EER / 0 PAGE: Z i• !_—� The sewage disposal and water supply facilities at this location have been "���A =___ ��TY�iN� N SP-100-01 oR r inspected and/or certified by this Department or other agencies and found EL 4_360'/ - COX NF 5 to be satisfactor FOR MAXIMUM OF 6 BEDROOMS. `5j�o RGo y Zd R O Y A L T O N R O W DATE:11 19/21 1 OF 2 CRAIG KNEPPER, P.E.,CHIEF SITE PLAN �r^ � Office of Wastewater Management Ix. N e'".e.[:+a Ive vevr.,tewc:,o[f voe+rxer�ss 4Li^LLlClfz� PROVIDE£W SELOIv"JARY SAFETY w+S,Fi+ATER COVERS BENEATH EACH PRIMARY LOVER(TYP) M-o00 *e iez.ECP.e axeF I—rr § 'rw Ds i'Ps om, -see w.x�wr s..cr� ]e'IM x IIA 9DR_5 W - MIN.PIT� NF Na•,T MMFITLNa,c __ ------------- V4 D—IDN- FRwI u•rHc DevlcES AT"ounE,y =Z LU olsrni�evrecrRi eox � - o�.~.'_ F w 2 J AS—BUILT I/A OWTS DETAIL SCALE:NTS STOPPER OR SLATE OP.OTMEP STOPPER OR END PLUG SUITABLE COVER END PLUG .. a W —T SEWER PIPE Q 30-ELBOW I Z 0 YS'ELBOW 60WYE qq�� ALTERNATE"A' ALTERNATE'B" iA CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 3 IN ALL VIEWS,ALTERNATE "A" IS FOR BENDS,ALTERNATE "B" IS FOR USE WITH BLDG.EXTENSION/CONIJECTION 120 VOLT-10-60 Hz-20 AMP SERVICE fJ MAINELEGTRIGAL NDE.ERATDRw�NDINED�EDSY�,ENDDNRaHW N�TeE.RDF�RLYDRa"DED GLEAN—OUT (C.O.) DETAIL PANEL AT DWELLING 3 0 SCALE:NTS MAIN BREAKER L — - r—� I I -- 1 ill 7� l II I m sBmcE Pao°sws I I iI � 12:42 PM aEOA 1 ® ® CD(D GD p cry NY\d. 1 O O Q7 R, -- __- I�� {oe- Il� DEDICATED,20 AMP � �m PROJECT: SINGLE-PHASE ROYALTON ROW CIRCUIT BREAKER j ,I^' .o.® E I LOT 3 ® PDwER ' SUFFOLK. COUNTY HEALTH DEPARTMENT APPROVAL _ _— -+ -- SERVICE PRO*e �BYNDRWEGD.INC NORWA KOHI0U5n ¢ COX NECK ROAD H.S. REFERENCE NO.:R-21-0612 -- --- — — —— — MATTITUCK,NY 11952 ELEGTRIGAL SERVICE 70 WASP SERIES CONTROLS DRAWING TITLE: NORWECO SERV ICE PRO – AS-BUILT VA OWTS DETAIL HASP CONTROL CENTER WIRING DIAGRAMS = 4°999 CCNTRGL CENTER 6 WIRIN6 GIAGRAN NOTE MANLFAr-URER5 INSTALLATION IN5TRLGTION5 51-ALL BE CONC LIED YV EN IASTALLING TFE Iw^RNELO SERVILE PRO h SP CONTROL LEN TER. suro,r ":nm an* aro„ r:u+, DIAGRAMS SHOWN REPRESENT DOCLMENT.ATION READILY AVAILABLE PAGE' FROM MANUFACTURER.INSTALLER SMALL CONSULT MOST LP-TO-DATE MATERIALS PROVIDED MANUFACTURER a ENSURE INSTALLATION IS IN 00 Nmr.S -•-••••-•-••- COMPLIANCE R ALL MANUFACTURER FACTURER SPECIFICATIONS.NATIONAL S _ ELECTRICAL CODE.AND A-PLIGABLE LOCAL CODES. SP-200 a�,,NE,u-"„Da sws,a:<..Fr..TwwlsonRce..wE,�rnnn Nor eE ENErc� ,ti 6 norwacp' •zns,RE,"c.ca,,Dvlscvm..n"cnxc.n,c E..amrscccuwcn�� ��^,j '•'�", „��DD«,�EN�NDRWE<ocl�.H®u<DRa,..�N�E,�aE,�,a,",.DSEN,:I� I" DATE:11/19/21 2 OF 2 NORWECO SERVICE FRO WASP CONTROL CENTER & WIRING DIAGRAM SCALE:NTS Generated by REScheck-Web Software Compliance Certificate Project Royalton Row Lot 3 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family ' Project Type: New Constriction Conditioned Floor Area: 3,548 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cox Neck Road Anthony Portillo An Portillo Mattituck,NY 11952 AMP Architecture. AMP Architecture 1075 Franklinvillq Road 1075'Franklinville Road Laurel,NY 11948 Laurel, NY 11948 (516 )214.0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com ZIMMER Compliance: 19.2%Better Than Code Maximum UA: 639 Your UA: 516. .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 useor cost relative to a minlmum-cede home. i Envelope Assemblies V a 16 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. 1,249 13.0 14.0 0.037 37 Door:Glass Door(over 50%glazing) 40 SHGC: 0.40 Q.300 12 Window:Vinyl Frame . 211 0.300 63 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" o.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 Report date: 04/22/21 Data filename: Page 1 of 2 Gross Area Cavity Cont. Assembly or R-Value 'R-Value U-Factor UA Perimeterr Floor: All-Wood Joist/Truss 2,483 30.0 0.0 0.033 82 Compliance Statement. The proposed building design described here is consi tent-with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin s been de igned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato qu reme i ed in the REScheck Inspection Checklist. Name-Title Signature Date 03 M)b �0 Project Title: Royalton Row Lot 3 Report date: 04/22/21 Data filename: Page 2 of 2 201.8 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): • ® • e a or Window 0.30 0.40 Door 0.30 0.40 . . qujpmpnt Efficiency, Heating System: Cooling System: Water Heater: Name: Date: Comments n. LOT COVERAGE I Q PROJECT I ZONING DATA , .mLOT W TAX MAP # T _ 1000-113-0'1-1x.32 DESCRIPTION (FOOTPRINT) AREA W COVERAGE ZONING DISTRICT A-G - TOTAL LOT AREA 32,083.0 S.F. Q LOT AREA 0.1 ACRES 6 4% I! WETLANDS DISTRICT I N - _- - - 1 N/A PROPOSED BUILDING :2,05a.0 S F Ij O PROPOSED GARAGE 622.0 S.F. 1j I.a9� J - - _ - -- ! PROPOSED PATIO 4'16.0 S.F. 1.5Y DEC DISTRICT � O SUFFOLK COUNTY HD APPROVAL R-21-0612 5 TOTAL AREA OF ALL STRUCTURES 3156.0 S.F. q.8go a ACANT LAND "MAXIMUM LOT COVERAGE ALLOWED - 20% Z VI HABITABLE SPACE � O � L ll PROPOSED _ - Z BASEMENT AREA O S.F. Lu . — — � FIRST FLOOR AREA _ -- - -- SECOND FLOOR AREA - 1'718 S.F. J00 TOTAL BEDROOM COUNT 4 Qz %-I EL. 48.44' cr. J CV U- W O EL. 41.61' N _ Lo 04.04.2016 W / DRA I NAO E SYSTEM GALGULATI ONS TEST HOLE DATGA _ U/ 400 OSTRANDER AVENUE DRI X / 1 I (FRO I 0SED) = 25-76 .6 SoL. Ft. RIVERHEAD.NY 11901 W \ b31."12"i.2303 � 50' REAR YARDU / 25-76 .6 50�. Ft. X 0. 1-7 = 404.0 \ 404.0/42 .2 = ':� .& VERTICAL FT. OF 8 ' D I A FOOL REGU I RE 03 a AY BALES AND%OR SLIT FENCING / FROM DE (1) 8 ' DIA.A. X 10 ' STORM DRA I N FOOL SILTY sArrfl - eLOAMY `` ....,,.. . ° DRAINAGE SYSTEM CALCULATIONS w DECK R (FROFO SD) m 5156 S�. Ft.ROOF/D - 57OCKPILE STORAGE AREA sArD a VEL600 S.P. Ft. XO I-7 - 556 .52 � ::. Q .�2 ". 4 2 . 2 � �l �R TI G� L �T. O � 8 DIS _ �O d O R G 0 " QU RE � RI E W� _ ". .".__.._..__. .."_ .__.. . . ..µµi _ U FROVI DE (2) aI DIA. X 4I STORM I 8 X 5 DRAIN FOOLS S 622 SF 2 STORYHOUSEw _ Zz ------------ I � I < " - 058 5F FOOTPRINT I�.o' \ .. .. 2 r __ DW w w C.OMMEN TE TS•NO YVATER ENC.OUN m Z _ 0 - to .. _. _......_._w.. _ 0 _........._. w.._ r __ .__..".... ...,_..__" ... _ IN � � STRUGTUR E NOTE:D OE . " _ .. - 4��_.._ " MINMUM IO' S�F �RATION IS.._ ._........_.... -- , _ ._"........ ._....w . . � / REGQU I RED E3ET =N MATER SE _.::-::-�- �:,�.=:::.µ�-~:-: -:-II:�::;�:::.:�:.::��:�r:::::: -,r�.�,� / L I NE/LATERALS/MAI I his/SEi=TI G/LEAG�I I NO � \ ,o, PORCH NEw i DW'\O�\� 127 sF o 0.0. /SEWER AND THE EDOE OF ALL STORMV�IATER DRA I NAOE LEACH I NO bJALKWAY STRUCTURES NEW NORWEGO I 0 40, �F- NEW 20"(P 51NOULAlR BIO-KINETIC / z POLYLOK WASTEWATER LEADER NOTE: PROPO ED TEMPOR RY DIST. BOX Irk TREATMENT SYSTEM / \ GONGR TE z `` MODEL TNT-500 WA5H0 T 5UPPLY LINE PROP. WATER ,y8, / GONNGT ALL LDRS COMING 3 v ARE - FROM OUTTERS TO NEAREST l0' PROP.'f2� 2 NEW / ---- -- --- --- -- -- - MIN. L.P. �/ IDRYI�ILL. W- O MIN.0 `—MIN. E.P. +- \ ��_ 6, z N co� S/MSN � H0, ! �� \ A m PROJECT: �� \ - •v �� _ EXIST. EL. 44.25' / R OYA LTO N R O W \1%pp., �� TRENG� DRAIN WATER S I TE LA`I'OUT NOTES. METER I \TY LAN I . THIS IS AN ARCHITECT'S SITE FLAN IS LOT 3 DESIGN A EL. 43.60' G� OF pP•���� SU5JEGT TO VER I F I GAT I ON 5)" A L I GENSED SURVE`I'OR. THE INFORMATION COX NECK ROAD REFRESENTED ON THIS S 1 TE PLAN 15 TO THE MATTITUCK, NY 11952 ARCH I TEGT'S E3EST OF KNOV�LEDOE. DRAWING TITLE: 2. SUR\/F *r INFORMATION NAS 05TA I NED PROJECT DATA ; LOT COVERAGE FROM A SURVE)" DATED NO\/. 1-7, 2020 AND SITE PLAN 51 TE PLAN PREf=ARED 5Y: STORMWATER CALCULATIONS SCALE: 1'-0" = 15'-0" FETER A. OR05EN PAGE: - LAND SUR\/E1'OR F.O. 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COX NECK ROAD NOTE: ,- - MAXIMUM DRAINAGE AREA I \ Ilk I MATTITUCK, NY 11952 1/2 ACRE / 100 LINEAR FEET .4111, �Jo i "� "� I v i r I . I DRAWING-- - -TITLE: -_ --- - - -_ I I I STORMWATER MANAGEMENT SILT FENCE DIETAI LS L CONTROL DETAILS I SCALE: 114" = I'-O" � . . I I PAGE: � , , ... .... ., ' - -_'V - ", e��'.';%f., ', . , , ,L ,/. A I'% �",,, , '. " , - "I ;,�, , WIATEE�YTL'AID BALE. '.,­,",�,"o- . , , " ,, ""',,,, , ", �­�,',, , , , ., "., "I,I 11 ...-�,��",_ �, - , 11 " ",� �,,,," - I "': "',, DATE: 04/27/21 ­`V,,,,�,�,", "I2 O F 2 , � ',,,' � , , "'�'I-":'�, Z " " �'-,-', - , , " I-, -z _�Fli FLOW ,,_ _�. - ,,, ,,'�,,','I'll, I ,­ , _-.��­ _�� ", I - I e) le " - ," "7,14, ''-i � . �l �,,�'4 1 � I ., li�- I I ", " "3-"I "-�, . 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FOUNDATION - TNU REQUIREDO�OO I .00 PROJECT LOCATION & SCOPE ZO FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING - 24-7.,52 -- _ 3. INSULATION NEW 2 STOR)" WE). FRAMED E)NELL I NO AI TH ATTAGHr-D O ARAO E SITE PLAN & ZONING DATA _ -�'�- �- _ I � ' 4. FINAL - CONSTRUCTION MUP-1.��, /- AND FA 71 OS. z BE COMPLETE FOR C.O.R,303j ` \ - - - - -- - ! - - -- ----- ---- -- --- - - -- - - - --- a � .C� 002 ,®® j ALL CONSTRUCTION SE'HALL _ THE GENERAL NOTES w J REQUIREMENTS OF THE C IDES OF NEW EN ERGY TABLE - YORK STATE. NOT RE ISIBLE FOR j 00 DESIGN OR CONSTRUC ERRORS. __- -_„ ... ___.,__,.__...__.___._ _..__ ____ STRUCTURAL DESIGN CHARTS Z O PR0.IEGT I Z+'JNINC DATA -- - - - - TAX MAP #_,.____,._- •OO 1 HOLDOWN, ANCHOR BOLT, Z y. �. 41 / 1000-113-O�-Iq.32 a z 4 ! TA STRAPPING, & NAILING DETAILS w .1 N ` -- - FASTENING SCHEDULE LO � 0 LOT AREA 0.7 ACRES / O G DISTRICT A-G - --- So' REAR YARD o E ° Q COMPLY WITH ALL CODOFLO FRAMING GRAPHICS NEW YORK STATE & TOWN ODDES / W=TLANDS DISTRICT N NIA -j O !; _- BEAM CONNECTION PATTERNS AS REQUIRED AND CONDITIO ` , OF D=C DISTRICT N N/A w / FIREBLOCKING DETAILS T Au SUFFOLK COUNTY HD APPROVAL R-21-0612 5 -- - J '�P It, y pi til,1, ` O DECK - _�._ - - --- -- -- - -- -- d, +�� ��D / _ .__ _- - �� I O I .O® PROPOSED FOUNDATION PLAN w „ I _• ., 34i SF HABITABLE SPACE PROPOSED I = J Al .,:;:`^::'•"^^.: '.._...:..:';:'•;;,,,`:;;:TTL;;,,,",:,.,....,: :::::::,,:: -:-.:.:::___•.;..:�__.,.._"--;s-:- ,.,,,,,,"..",. .,. BASEMENT AREAO SF ---- - - I O2 ,OO PROPOSED FIRST FLOOR PLAN I 'I I a d 58 S.F.FIRST FLOOR AREA ARA _._,,.,...M.• iI 622 SF :r-"_`__,..�. .-__ - 0 "' 2 STORY HOUSE ""' •=�: -- �= SECOND D FLOOR AREA 1718 S.F. \ SF FOOTPRINT,- �::�;��::;� e•, .%,,,__ _ „,,,,,,,,,,,, � TOTAL BEDROOM COUNT 4CCUPANC OR I - PROPOSED SECOND FLOORPLANIS UNLAWFUL M... .4. r I LOT G4VERAGE WITHOUT CERTIFICATE DESCRIPTION (FOOTPRINT) AREA Ro LOT r. r -__-- - - - -- 4j A -2O 1 .00 PROPOSED EXTERIOR EVATIONS OF OCCUPANCY � - PORCH I 12� SF j i COVERAGE � TOTA!_ LOT- AREA 32 Oeao S.F. RETAIN STORM WATER RUNOFF \ wALKWAY FRONT Y 40' PROPOSED BUILDING 2,058.0 S.F. I PURSUANT TO CHAPTER 236 ARD 6.4gb I Ali j I OF THE TOWN CODE. \ / PROF SSED GARAGE 622.0 S.F. I.agb —202 .QO PROPOSED EXTERIOR ELEVATIONS - PROPOSED PORCH 4 DECKS 476.0 S.F. / TOTAL AREA OF ALL STRUCTURES 3156.0 S.F. I "MAXI ALLOWED - 20� - ! MUM LOT COVERAGE �6i�CJ I .O�! BUILDING SECTIONS I V PLUMB ER CERTIFICq TION 9 _ -- - - - - - -- - - 1 N LEAD CONTENT BEFOI?E _ _ _ / -__ CERT/F/CAT'EOFOCCUPAIVCY - t�IN� �C2 OO NS ---- _ i 118.3 — ry ` r0UIRF-i7 5tTBAGKS MAIN BUIL ___ „ _ ,, ._ . • BUILDING SECTIO SOLDER(/SED IN WATER 8� REQUIRED PROPOSED COMPLIES UPPL y �6 ` DESIGN DETAILS j S YS'KSTEM C I I i I NNOT EXCEED 2'10 OF 1% LEAD, ®YALTON R®II,,��I Y V FRON, YARD 40.01 55.5 YES I I I SIDE YARD 15.0' 41.0' YES ®l..�OI .00 DESIGN DETAILS I, I I z , � I I u BOTH SIDE YARDS ! 35.0 �i2.4 YES I w I r I I >P�.UIV{$I(VC ELECTRICAL REAR YARD 50.0' -74.5' YES - --- - - - - ALL PLUI'A.E;ENG Wl,:>T(” INSPECT 10�J REQUIRED I PROPOSED STRUCTURAL PLAN - I I U � -- D T89- TING.BEFORE C0VEkNG'ti, w S I TE PLAN ''I I , -- -� -- ---�------- C t I I SCALE: I'-V20'-0" �� O2 .®O - PROPOSED STRUCTURAL PLAN - 20 0 I I� I TRU S PLAOA6�DINC,R Q'J!'ED PROJECT: TP SITE LAYOUT NOTES: DO NOT PRaWEED WITH I. THIS IS AN ARCHITECT'S SITE PLAN 15 FRAMING UNTIL SURVEY SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION •OO PROPOSED STRUCTURAL PLAN 1 YALT®IV ROW OF FOUNDATION LOCATION HAS RELi d APPROVED. REPRESENTED ON THIS SITE PLAN IS TO THE LO` DESIGN /4 ARCHITECTS BEST OF KNOWLEDGE. I $4otlEr door 2 IA1 FROMYDATEDSEPT.. 1-7, 2020 PREPARED ductvora - - - -PLUMBING_RISER_DIAGRAMS GRAMS-- -- - i ----------- ------------- ----- - ---- COX NECK ROAD Must provide Manuals EAi GAS RISER DIAGRAM testing required. PER A. GROBEN MATTITUCK, NY 11952 D, J and S as per LAND SURVEYOR NI'S Energy Code P - o BOX -704 RIDOE, NY I - - - -- - -- - ---- - - - - - --- --- III TELEPHONE: 631 84�i 4�5 .> DRAWING TITLE:; a: o> \ Al oK „ PROJECT LOCATION & la COPSE All \ SITE PLAN & ZONING DATA a o, „ ". r. \ \ „ a Vie, \,." ,, ,.,,, `:.,<. :• ., .', �''::> , bi mi to \. PAGE: SU�JEG7 FROFERTJLY \" r% 0 A M ^ ^ s „ A, oi, TT ,` ¢F , .; DATE: 4/21/21 1 OF 16 Am A „ it ak ok ,? \ „ • o. > \ \ , \> P. 5 F \? F r \ a .\ F a> > ,.....': \�\:' 'vim\� ...� F - NW, , K yy r 4 .. .. , . \:. E 5 \\ I 11• 1 a• i { i Iz :. .. 1. \ v. ,."Alla <>: ., Wiz' \ V a �r tea , .t a ,. z , '71 11 AY >„ „\ Uj Y- -A- Ll „ LOC".ATION MAP SCALE: NT5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS - -- __ _ ______ FOUNDATION, CONCRETE, AND MASONRY I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT �� \/I �I ®�G, 1 NOTES $ SF'EG I�I GAT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY X i �✓✓ I APPLIES TO THE NEN VIORK BEING PERFORMED AND SHALL COORDINATE THE I0- PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING � _ _ __ - ___ ___ __ _ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED „ P SUS-CONTRACTORS IN.SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF -; - - - - - - - - - .. __ - - - - -- -_= Q 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY ANA PROVED - - - --_ - TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPON51BIL17Y TO READ ALL NOTES, „ THE FIRST AND SEGON7 FLOORS ARE TAKEN INTO ACCOUNT. BD. I BOARD is K I KIP5 (1000 LBS) I 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EGUIVALENT OR _ - I_.== _ _ _ ____,-_- - __ _ ___ _ ______ _IL _.__.___ ___ _ ______ ;I 0 -- - - ___- _ --_ ___ = -.--_ -- -- _ ATER UCTURAL SAFETY ITY, SUCH UCT Lu SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SECURELY FLASHED WITH A TERMITE SHIELD ALSO SHALL BE DEEMED TO CONFORM TRO THERELGUIREMENT5ROF TH 5pDOCUMENTDU BFE_ IBASE II Lu ALL F007IN05 EAR 3. SILLS TO BE P.T. AND -- . - __ _:. -__- ___ -- __-- _- - - PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE M�.EE3EAR�G CAPACITY VIRGIN, (IoN/sQ UNDISTURBED FT., BLDG - MANUFACTURERS--_ - -- -_ __ _- -.... - J�MAX. MAXIMUM I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4-O' BELOW GRADE UNLE55 1! a APPLICABLE BUILDING DEPARTMENT. BM . ._ ____ ,L-BEAM - -_-- -:_ _ - -- _ _--_ _ -___ _ _-_J MEGHANIGAL - OTHERWISE NOTED - _ - _ - !I -- _ - - -__- IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD _ _ _ _ ___ _ _ ___ _ _ 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR - - EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, l - I - II 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD I-JOISTS, 5TRUGTURAL COMPOSITE LUMBER, BO I�BOTTOM OF II MIN. MINIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING H A RS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ = - -- - - - - - -.- - - -- ,----_- - -_-. -- --. --- -- ----------------- - - ____ - O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE E DE - I - I FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING :BOT. J ___ t. - - - - _j b. No BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS BOTTOM NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 J t RULES SPECIFIED IN LI THROUGH 1.8. UNTIL 151 TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF-WALL 1i NYG BG NEW YORK CITY BUILDING CODE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _- - - _ - - _ - - ~ INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I - - - U.O.N. ' G.J. CEILING JOIST I 1 O.G. ON CENTER O AND AUTHORITIES HAVING JURISDICTION. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, �, FOOTINGS TO BE PCURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 4. ALL UNNOTED OR NON-VISIBLE EA5EMENT5 ARE THE RESPONSIBILITY - - - -__-_ -- - - -- --_ - --- - ---- - - -_- ----- ---- __ REMARK OF UMBER GRADING OR INSPECTION AGENCY �� - 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE GRA L 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED I DBL ll DOUBLE OCG. OCCUPANCY i ; OF THE ONNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE SOLID WITH CONCRT. THEETE. - -- - -=J�= _ ___ __- _-==� __ __ __ _ _ _ _ _ _ ____ ' 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/DR JOS CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 11 GRADEMARK SAMERICAN HALL INCER LUDE AN EASILY D SCOMMITTEE �N UIGSHABLENMARK OR _ - PRELIMINARY BASE FLOOD ELEVATION 11 Z g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G 003. DFE DESIGN FLOOD ELEVATION -- - --- --_ lI PBFE - - - O11 SHALL BE CLARIFIED WITH THE ARC:HIT'EGT/ENGINEER BEFORE PROCEEDING g, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE _ WITH THE WORK. F.T• REOUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-gg. lo. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 -_ --_-_j[- ____ - - __:- _ --. -. -- -_-_ __ -- ,lI -___ _ _ ___I. II �_ DIM. DIMENSION �P. GONG. POURED CONCRETE b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I.,U.O.N. -- - - - - - - _ -_------------------- .----.------- ------ - - - - - I Z Q 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET D.J. DECK JOISTS - - ��PL.- PLATE 1 Q 4 UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED __ 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH - - -- - - ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. EA. EACH PLYWD. -- PLYWOOD 7. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REGUIREMENT5 WHEN 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER � -- _ __ - -_____ - ___ ----- - __ -11 W APPLICABLE. I2EET THE PROV15IONS OF A5TM P5055 . COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I_- - __ li- ___ BEFORE THE START OF FRAMING 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED ELEV. ELEVATION P.T. PRESSURE-TREATED - - -- - - ----- ,J 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HOOP ]-JOISTS SPECIFICATION FOR ESTABLISH NG AND MO ITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ,EQUIP. EQUIPMENT REQ'D REQUIRED , > d' 0 NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 - -___ ---- -- - - =_ - =i1 -- ___ ----.-.--i------------------,-------------- ---- -- --- - -- - - - _ _ 0) - - - - _11_---. --- --- --- Z g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EXIST. EXISTING Ri -- �I� RISER :J � � (1) WALL TIE PER (3) 50. FT. _ ___ 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR MAX. 32HOOO.G TO DIREGTEANY CONDENSATION TOET EOEXS R EXT. - I - _ _ - - - - REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE - - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EVALUATION REPORT. , EXTERIOR 11 RM_ _-_ _ iI'ROOM l � Z >; '� APPROVED EQUAL. H EXTERIOR.CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL - __ TFIAL NA ! NO/SfiAFN� FOR Q# 0LDOM DETAILS F?STENINSCHEDULE ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER Uf=L I FT SHEAR $ LATERAL= N I I D RESJ JTAI i NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I'I 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED j (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, !'I W ALL STRAPPING TO BE IY4"x 20 GAUGE- - "SIMPSON" EQUI\/ALE0 NT - 520 (COILEAND ROUGH OPENING FRAMING REQUIREMENTS) •J D STRAP) I ALL NAILING I5 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE _-_- - I) a USE I Od NAILS IF .c�TRAPP I NG 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTIONMANUAL TABLE 3. HOLDOWN 'A' HOLDOWN S' DESCRIPTION FASTENER SPEr,. FASTENER CONNECTION ,4 NAILi� I�� �R II - _ --- __— MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UFG1RDER5, 5 OR MORE SUfi FORTS II �I0 I ��r I,�I '� (THAT EXCEED FRAMING STANDARDS, IT 15 REa V FOR FRAMER TO HAVE A I R E B l��G K I I�l lm/ FOR 1� T O R 1" I Y ®O D R M ( I �t� WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER De. WOOD I-JOISTS] SEE MENU. SPEG.'s FOR ADDITIONAL INFO.) W 6 1/4 OF A WHEN ORDERS MADE UP OF JOISTS NAILED CONNECTION W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL � THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES AS FIRE-STOPPING. " NON-LOAD BEARING WALL OFFSET FROM SUPPORT A I;(2)ROWS od NAILS o 12"O.C. MAX. 32" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER Q STUDS B (3)ROWS IOd NAILS o 12' o.c. THE SPAN LENGTH FROM AN INTERMEDIATE — - ' - SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 1 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUD SERVES A5 FIRE51-OPPING. THAN ONE THIRTHE5UBFLOOR (2)ROW5 I/2" m BOLTS m 12"O.G.STAGGERED; P JO NTED ON THD SAME 05 DE OF TBHE SUPPORT.BE O : SUE" Two-PIECE PLATE SERVE AS FIRESTOP CONSTRUCTION: THE SOLE AND DOUBLE 3 FOR PLATFORM FRAME GO J I DBL.® ENDS NA,�ING PING. J SOLE PLATE \ BUILT UP GIRDER P MAX. 32" I �. . D (2)Rows I/2" m BOLTS® Ib"O.C. -- 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TVrO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SOLE PLATE O JOIST SERVES A5 FIRESTOPPING. � . II aSIDE WITH IOd NAILS, TWO NEAR EACH END OF I� � � I(2)ROWS I/2' m BOLTS m 24"O.G. IBETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE j' 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F C�,I OR OF NONCOM-BUSTIBLE FILL. (2)ROWS 3-3/8' TRU55LOGK SCREWS m 12' O.G. # 1/4 OF OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL (2)ROWS 3-3/e' TRUSSLocK SCREWS m 16^O.C. P LINE;OF, GIRDERS ARE TO BE NAILED FROM EACH Z 5GREWED ON(1)SIDE OF MEMBER _ SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH I 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O "I l J - iI JOIST, OTHERS ' _8 I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)ROWS 3-3/e"STRUSSLOGMK MEMBER m 24' O.C. E WEEN NAILSIN A H RIIZONTAL LI�TANGE OF 32" - - - JOISTS SERVE AS FIRESTOPPING. F- SCREWED ON(I)SIDE OF MEMBER " Z H P �/ JOIST THREE-PIECE j „I I!_1 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q s2G)R�wED ON TRU55LOOK OF MMEEMMB 11 O.G. P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. n II II'I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN J0I5T5 MAXIMUM OFFSET JOIST DEPTH, d IJ 11 BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d I t� MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55L0GK SCREWS m Ib"O.G. 4 — " SERVE AS FIRESTOPPING. FIRESTOPPINK -, PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE l J ii 1 W UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® :32 O.G. BLOCKINGOTHERS STAGGERED w/ A DISTANCE OF NOT MORE j '� 8. THE HEADER SERVES AS FIRE-STOPPING. jL SCREWED ON BOTH SIDE OF MEMBER - d 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. iI, i f 1 I I; �I ! J STUD (2)ROWS 5' TRUSSLOGK ECREw5 0 24"O.G. BETWEEN I/b „ _ 00 DOUBLE PLATE = 9 Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > O 1 -10 ! BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z Cfl FOUR-PIECE CIDERS ARE TO BE ASSEM E S I - - - -- -- - - GE CEILING I NG BRAG I NC �� P L D A I " � I I � _ ' - - I � ` I 1 I I I STRINGER TO SERVE A5 FIRESTOPPING. GANTI LEERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED b c-I GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. - I 1 lo. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN 'B'WHEN 10"OR LARGER -__ _ iI_ Z � 4 P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING_ -- C�4 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 2 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARC- TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J N SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W C4 SUBFLOOR LATERAL BRACE a Vii TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. I. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE I` = LO JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r'I _l O PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON '�I A I �I O FATTER I S FOR SIDE L O A�E D 5 E A'�/(S (I c - FLUSH 5 E A'�/lI ) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE I `� 1� I `�L./ I I I I I AS FIRE:STOPPING. 10)8d -LOCATIONS REQUIRUNG FIRESTOPPING- NAILS � - FIRE- WOOD FIRESTOPPING FIRE5TOPPINS, •• = y STOPPING FIRE- F-. STOPPING FIRE- FIRE- SOLE r 1 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 57OPPINO 5TOPPIN6 W MULTIPLE-PIECE MEMBERS rm F_- J015T * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED' _ J BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 Rows Ibd 5 Rows Ibd 2 ROl 2 Row5,Y 2 ROWSsX," VERTICAL w/(4) IOd NAILS COMMON COMMON BOLTS•24" BOLTS BOLTS FIRESTOPPIN6 WHEN I • • O.G.STAEEREa COVERING 15 APPLIED STUD 20 [�a.STRAP O 12"O.G. I o 12"O.G. I o 12"o.G. � o b"o.G. I To UNDERSIDE OF 4r J 6YP5UM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS Q DOUBLE PLATE: * 5d COOLER NAILS® 10"O.G. (IO) 8d NAILS LOCATION I LOCATION 2 LOCATION 3 BEAM SELECTION w/ STD. NAILING i',fi:+.; LOCATION 4 .; NOTE: ENDWALL STUDS AS NOTED IN NOTES 1 4 8 5 ALTERNATE JOIST SHALL BE LOCATED DIRECTLY . LOCATION ,_ NONC.OMBUSrIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESroPPIN6 - OVER STUDS, UNLESS TOP PLATE IS 4" m EDGE/12"o FIELD FULLY BLOCKED SOLE OF GIRDER i.TOP AND BOTTOM ROWS SHOULD BE 2"FROM E Il WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#b - 14"TYPE W OR 5 FIRESTOPPIN6 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TVA ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. 0�/ERLA I D ROOF 5,STA66ER EACH ROW OF FASTENERS BY 12". 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED 0 NONCOMBUSTIBLE FIRESTOPPIN6 I FIRESTOPPIN6 APPROX.I INCH THICK ^.. OARS ARE APPLIED O FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN L T 5. OUR BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL 5PAGIN6. LOCATION 1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 W/ T.2 ROWS OF Ibd COMMON NAILS 02"O.CJ FOR Ve" 12"OR LESS FIRESTOPPIN6 4 Sd NAILS LOCATION 8 LOCATION 9 ® EA.END® R.R. H.5 ROWS OF Ibd COMMON NAILS(12"O.C�FOR DEPTHS OF 14",Ib"< 18". FULL WIDTH LOCATION 10 2"x'BLOGKIN S O U I �ONSTRU�TION DETAILS Jul ND LOAD FATH �ONNE�TION DETAILS TOP PLATE DRILL 2"m INTO ROOF — DECK FOR STRAPP'N6 INSTL. NOT TO SCALE NTERSEGT I ON DETAIL EXIST.OR NEW �I P.R.BELOW NEW R.R. SET w/ % UPPER TOP PLATE LAPS 4 IOd -GONTIN0005 LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE � SPIKED TO R.R.'s I I I AL16N 5H I Ex. KING STUDS --- R.R.r,i SHOWN PLAN VIEW NOTE: SIMILAR® 'SHED' ! I WOOD JOIST WOOD JOIS ROOF,R.R. IN LINE CRIPPLE STUD---_---- _ I = E U I REMENTS FOR BLOCK I NG JOIST HANGER HEADER - -- J z ! GENERAL RLOU I REMENTS FOR GENERAL R Q W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o JACK STUDS " ---- - -- MAIN MEMBER WOOD GIRDER WOOD JOIST --- -----' -- 1 -- --- -- I -- - > -— W I II JOIST FRAMING O\/ER WOOD GIRDER JO 1ST FRAMING FLUSH WITH C I RDER/HEADER TYP I OAL HEADER CONNECTION � I. TOE-NAILS 5HALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 30• w/THE MAIN MEMBER III! STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, R OYA LTO IV R 0 W I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND EENT OVER A MIN. OF (5) NAIL DIAM.'S AT A cl ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT DESIGN A MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEA5T 51X TIMES THE DIAM. OF THE NAIL 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. COX NECK ROAD BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TDP PLATE MATTITUCK, NY 11952 CH I M. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: _ WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/STUDS TO ATTIC, FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: TOP PLATE ® O J m N Jul ND RESISTANT CONSTRUCT ON �ONNE�TORS GHIM. CHASE WALL 0 A z U z CONNECTION LOGATI ON: PART NUMBER: NOTES: RIDQE-TO-RAFTERS C52D 9 21 " 1 -- O - - -- - - --- - o�- � ! APPLY TO EACH PAIR OF RAFTERS 3 w .: z RAFTER-TD-WALL H� APPLY TO EACH RAFTER DATE: 4/21/21 4 OF 16 >L a w Z - -- - ROOF o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER N - - - --- --- --- - - -- - "x + teEa'D BLOCKING I a PLATE-TO-WALL STUD GS20 ® I 8" APPLY TO EACH WALL STUD ... TO ALIGN w/STRAPPING Q wN �t THE FIRST FL. LFTA or 6520 @ 56" STUD ®_® � 2ND. FLOOR WALL-TO-1ST. FLOOR WALL ' ® E.A. LEVEL ABo z w PP TO G _ FLOOR/cL6. 'I APPLY TO EACH JACK STUD `� g HEADER-TO-JACK STUD 6520 � 12 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD "'= SSTB 16 APPLY TO EACH 51 DEWALL END , SHEAR WALL HOLDDOWN ANCHOR I � IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE �. 03 tAl SIDE \IIEW PLAN \/IEW LL L TE II -- 1 (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI ` EF'NAL S I �50L <E"',r :: a. , EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 r. WOOD FRAME (L.G. 5TL. UJ W EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) 11'-2" r ( ) NEW I HR FIRE RATED MIN. 2 2x4 STRUCTURAL 0 — I� WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL N I— P05T FOR 6" WALLS), U.O.N. Ix NEW 2-HR FIRE RATED v Q 0 WOOD FRAME (L.G. 57L. m CL WHEN APPLICABLE) Q - Z 0 ' H Z FOUNDATION PLAN NOTES 0 TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: O NEW MECH. ROOM: O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD II I. NEW FURNACE (RHEEM PRESTIAGE SERIES 4 J • J 00 $ SILL SEAL TON)$ RHEEM GAS WATER HEATER TO TH15 O • ANCHOR BOLTS AS PER PAGE 0-003 LOCATION _Z CD • P. GONG. FOUND. WALL AS PER DETAIL UPON - r'i T..I 2.INSTALL AS PER MANU. SPEC.'5 8" P. GONG. J • P. GONG. FOOTING A°i PER DETAIL 3. F.A.I. THROUGH WALL RISER WALL t� Y % Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE in 4'-II" 5'-3y2" 1 d Z CI' • B.O. FOOTING 3'-0" BELOW GRADE MIN. 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF - Z N • 1/2" EXPANSION JOINT O PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 MASONRY O APPLICABLE) b.MAINTAIN ALL APPLICABLE VENTING PATIO ABOVE d) W W CI • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NYS MG 804. STOOPS (WHEN APPLICABLE) -7. DISCONNECT,REROUTE, 8 RECONNECT �! L0 _ I • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXI5TING PIPING AS REO D N • • 2 O Q FOR HEIGHT OF WALL. 8 SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: O O j A-401 N � J 0 25'-3" I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY HOEDOWN: "DUROGK (OR EQUAL) COMPACT W ® 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) 7 BACKFILL IN 6" HOEDOWN 'B' AS PER PAGE G-003 b'-4y2" b'-4y2° __ z LAYER OF 5/8" TYPE 'X' GYP. BD. UL U305 (OMIT ON I 5 LIFTS;PROVIDE _ -p GONG. WALL5) 3" GONG. SLAB 12 O 3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. W/ STONE FINISH OHOEDOWN: - - - — 2B 5PEC.'s AND AS PER NYS MEGH. AND FUEL GAS CODE dJ ® ® W HOEDOWN D AS PER PAGE 6-003 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT -� • • • t- �' IT CONFORMS TO NYS MEGH. AND FUEL GAS CODE TYP. 5TL. COL.: 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE O 5EE NOTED DETAIL AS PER PLAN FRESH AIR INTAKE FROM EXTERIOR I 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL Q EMERGENCY SHUT OFF SWITCH --- --- -'-- Y :F`.., 24"x24"x12" DEEP P. GONG. PAD FOOTING -7. FOR GA5 SERVICE, PROVIDE GAS SHUT OFF SWITCH 17'-q" N _ ,t;,`E 4� 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER • AS PER NOTED DETAIL (TYP) CLEARANCES AS PER CODE a. PROVIDE 5" FLOOR DRAIN 8 CONNECT TO EXI5TIN6 r �° 42"x42"xl8" DEEP P. GONG. PAD FOOTING SANITARY SYSTEM AS PER NYS PLUMBING CODE iV 24'-10" 48 AS PER NOTED DETAIL (TYP) ---- - ., FREEZE PROOF HOSE BIB: 12 FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) 4'-0' O24"x12" DEEP P. GONG. CONTINUOUS FOOTING — ---- - ! AS PER NOTED DETAIL (TYP) J015T HANGERS (WOOD FLU5H/UPSET BEAM): �- 13 PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH ( 14 F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS BASEMENT O 4 THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. 6 REINFORCEMENT AS PER DETAIL Q UNFINISHED ; O3 UNHEATED 4" THK. UN-REINFORCED P. GONG. SLAB 14 FLOOR DRAIN: I,g01.0 S.F. I I 6B O EXTERIOR 3" GUARDED FLOOR DRAIN w/ 3" TRAP NAVIEN WATER HEATER MODEL NPE-SERIES GLIDING BASEMENT WINDOW I 15 • i O PROVIDE (2) I.-15"x11.8'75" G.P. 2.OE LVL HDR, FLUSH w/F.J.; O (OR EG2UAL) - ATTACH I-JOIST TO HDP: w/SIMP50N IU52.56/11.5b HANGERS - FIRE RATED DOOR: I6 RHEEM 115,000 BTU GAS FURNACE _ = 1 cv ►' j Og Q MODEL#Wg5TG1151524MSA (OR EQUAL) �; O to 3X6 O.?5 HR. SELF STEEL DR. i 6 1'-"ly2 U1 51NOLE SPAN 5TRU0 URAL MEMBER: 1 ELECTRICAL METER: _ to f ! O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O REMOVE 8 RESET EXIST. ELEG. METER AS PER l ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY NYS MECH. CODE, 8 UTILITY CO. STANDARDS 5 _ _ _ _ _ _� _ _ _ ABOVE INDICATED POSTS. j ELECTRICAL PANEL: - - i I -� i1 PROVIDE 4" � lo BEAM POCKET (TYP.) ib) RI ® L6° I - FOP, A/G AB v O 18 NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER NYS ELECTRICAL CODE UP 8'-3y2" 8-3y2" 8-3y2 8'-3y2 -3 6 —� CONDENSER j �14) Tra t10 Ia GAS METER: I - REMOVE 8 RESET EXIST. GAS METER REGULATOR/VENT A-3o CODE FUEL OAS CODE 8 UTILITY G0. — AS PER NYS MECH. I O I STANDARDS. GAS METER SHALL BE POSITIONED ® GRADE 2 I .• I I I � II i 7 j 501L BEARING CAPACITY NOTE: I ( I z STRUCTURAL DESIGN OF FOOTINGS A55UME5 A 5 - — I w SOIL BEARING CAPACITY OF 1.5 TON5/5.F. - _ EGRESS 1 r (V WINDOW O w/WINDOW � U I i 1 A-401 WELL i --- - --- -I -- - — ----- N - --i W FIRST. L.FURN. - -- - - H g�- 04 -- 11 I - a VENT - --- -- - - - -I PROJECT: O 6B I I I I I `{-1/2' S-5S/2 MECH. ROOM I R OYA LTO N R O W - j 17 ELEG. PANEL r LOT' 3 DESIGN A 15 O 18 m b'-3y2" , b'-3y2" N 7 m . ----------- • • COMPACT Q RKH - - .• .. •• •. .. � • ® COX NECK ROAD BACKFILL IN 6" --- • LIFTS;PROVIDE I-NRY � .• - -- - - -- - -- _ _-- _- -� NIATTlTUCK, NY 11952 Q 3" GONG. SLAB PATIO ABOVE W/ STONE FINISH � DRAWING TITLE: 14 2 I4 PROPOSEED FOUNDATION PLAN LlI �0 •. 8" P. GONG. RISER WALL PAGE: Q . ry A-101m %o v O i Q DATE: 4/21/21 5 OF 16 APjC i�fi�Ofi�OSEl7FOUNDATIONPLAN „� • • - 9�F �;�.�, 2,012 S.F. OROSS AREA SCALE: 1/4” = 1 -o" .neinw•nr:��` .r '-8y2-I" 12 " ------ - - - - --- - - NATURAL LIGHT $ VENTILATION 34' Q NEW PARTIAL HEIGHT HABITABLE SPACE) ,,I/ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. 6'-`�:2 6- '2' W WHEN APPLICABLE) FLOOR AREA 284 S.F. p J EXISTING TO REMAIN v m NEW FOUNDATION WALLREGI. s.F. PROv. Q m Q NEW WOOD FRAME 1 m 5TL. WHEN APPLICABLE) LIGHTING;MIN. 85K OF FLOOR AREA 22.-! S.F. -f2.0 S.F. NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL B WOOD FRAME (L.G. STL. POST FOR 4 WALLS VENTILATION;MIN. 2 „ 11.4 S.F. 15.0 S.F. (MIN. (2) 2"xb" STRUCTURAL 4% OF FLOOR AREA WHEN APPLICABLE) - - - - - - - - -- ----- -,-- -, J POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED II'-2" -4'-0" 26'-7" 17-q" 0 WOOD FRAME (L.G. STL. WHEN APPLICABLE) 2'-I" 3'-O" b'-I" 4'-5y.2 ;' I". 2'-3y2" 6'-O" 2'-3y2" 2'-lOy2" 3'-jY2" 12'-O" 2'-"Iy2" Z I O ..I FLOOR PLAN NOTES of � m Z O � < Q O DOOR NOTE: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H /DRY HOOK UP - uj OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s - �'-IO" 6-2 J E EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. - 4 4 4 _J 2.INSTALL N W OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. G G - > �` 0 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s O Z r�-I 11 11 . BATHROOM#I - ---------- ------ ----- J 3.PROVIDE (2) 2x8 HDR., U.C.N. DRYER EXHAUST NOTE: t �-I O 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR N p ELEMENTS AROUND AROUND DOORS, (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY p x8.95 S.F. Q Z 4 OPENINGS Q m t :: --- -------- - - - --- --- OSTAIR 4 RAILING NOTE: 3.DUCT 51ZE AS PER MANU. CV 2 1. ALL NEW STAIRS SHALL HAVE MAX.'1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER u� V- j d MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I I-by2 2. 42" H16H GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO " u' H 4 Lfl NOT TO ALLOW PA55AGE OF A 4" -P SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 41_011 VENT"' ---- ------- 36" HIGH HANDRAIL 4 SPINDLE SPAGIN6 NOT SHALL BE LIMITED To SINGLE LENGTHS, NOT TO m = O Q I , N TO ALLOW PA55AGE OF .A 4" SPHERE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I m` J O Im 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r o3 r B 84 O5 F #1 02 DINING ROOM A W O _ � METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS ' 18'-6" 131.6 S.F. ® WOOD FRAME STAIR: - 25'-0" q RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST F F F F I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL --- - - ! 2.RAILINGS SHALL BE WOOD OR PVC. SCREbVS ►� = U '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ' -- - --- W CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE �B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 = J 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH ci0° FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4 EXTERIOR GRADE PAINT AS REi OR POWDER NOT INCLUDE THE TRANSITION DUCT. _ 3 I V C( COATING 3.SEE FOUND. PLAN d DETAIL A I a NEW FLUE. I _ SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO SM/GO O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS . tL _. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR Q - -- - _ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. El l� 2.INSTALL ALL AS PER MANU. SPEG.'s PER MANU. SPEC.s - PROVIDE NEW WD. FR. ENGLOS w 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE PABE5CO FF200 FR EXPANDG FOAM' (OR SECURING ® 5TD. SIDE WALL" ON PAGE G-004. IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT 10'-3" 4'-6" GREAT ROOM FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM 2 GAR II 444.4 S.F. E 814, ASTM E 54, AND UL 14-7q. _ _ GARAGE - WALK-IN GL. I T WINDOW NOTE: 3. MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY cV O 5�i1.0 S.F. OI `I' 1. ALL NEW W1NDOW5 b DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". in ' O N 400 SERIES CASEMENT, -4'-O"- I5'-011 SUBSTITUTIONS,SEE NOTE #q BINEGLA55 W1NDOW5G 7 VENTILATION 15 NOT MET BY MEANS OF NATURAL 4 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE II I � OS I II AND DOORS" ON PAGE G-002 IF CASEMENT O CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOWS - ALL CSMNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION TRAIGH RM HINGE HENSPECSj B 5 T A W 403.3.2.3; INSTALL AS PER MANU. 4 0 6-'7 KITCHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE • 282 5 5 F TILT WASH i II"� E� ar1CfI1 - 3. ALL 6LAZIN6 WITHIN IS" OF FF To BE TEMP. 6L. NEW ATTIC AGGE55 - PULL DOWN STAIR: •'�� O (I6) RI ® t±10" .6° UP O I. MIN. 350 # CAPACITY O required as per � (14 Tr ® 10 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND P 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. ' i- WINDOWS (TYP. FOR ALL) U.O.N. o S ,a . I [A-50:4 22"X50,9 NYS Ove O EGRESS NOTE: 3.0.'75 HR FIRE RATED10 . IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s 2 3 4 E6RE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 O NET CLEAR OPENINO........... 5.'I' S.F. -31_411 • '- __dl NET CLEAR HEIGHT............... 24" MINIMUM O 95" SQUARE STRUCTURAL PERMAGAST COLUMN _ SM/GO I 1 ! NET CLEAR WIDTH................. 20" MINIMUM D D GL. p O p r Oto TYPICAL PLUMBING/HVAC SHAFT: ry 44 O4 A 2 N ob 44'-8" N PRECISE LOCATION 4 SIZE TO BE DETERMINED IN FIELD - \ - \ �C8 DN tj i _ a o _ RHEEM 4 TON AIR CONDENSER MODEL NO. m _ I O _ Ln II RAI648AJINA (OR EQUAL) �I HALLWAY �RF. D, -\ - - - -- - - - I y 11 14 6 2 D m 4 z 1 Q to O PARLOR p ' 142.3 S.F. T O O POWDER I O1 I p I �: v II II II - O PANTRY ROOM _ - II'-411 I - -- o O 34.'1 S.F. - G MUDROOM 42.0 S.F. e� 9505 S.F. - - - -- - - ---- 4 G G ! 4 4 - - LU 1 13' S'-On Q I I I 11 PROJECT: 1 11 1 -�K y211 -by2" 2'-611 6'-0" 2'-6" 17'-2" I I'-O 11 201_^I/211 a 1_-i 11 4' o ROYALTON ROW Q q LOT 3 DESIGN A - --- -- p COX NECK ROAD i ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 m DOOR SCHEDULE - I I Q - -_ -- - - - -_ - - - - - --- --- 2 2B MATTITUCK NY 11952 STRAPPING DETAILS. I MATERIAL WINDOW CHART i' -- 3 _ E CLEAR TAG DESCRIPTION q DOOR ! QUANTITY - NOTES II I I EGRESS II o RouoH OPENING wlNDow DIMENSION OPENING "o PROPOSED FIRST FLOOR PLAN p -y TAG TYPE MODEL # v m WIDTH REO'D: 20" Q W DTH HEIGHT WIDTH HEIGHT' I HEIGHT REQ'D•24" II ' OPEN REQ'D: 5.-I S.F. EXTERIOR III (2) FIRST FL. WDH24410 2'_6 " S'_O 11 21_511 5,_O 11 DOUBLE HUNG II - - - _ - ------- _ - - -11 -- - I B DOUBLE HUNG WDH2432 2'-6 3'-4 2'-5 31_4 2'-l0" OI DOUBLE 3 O X7 O 2 • • I5 0 -- AGE. P 02 - SLIDER 12'-O"X7' �II� DOUBLE HUNG WDH210410 _.. 3-011 5'-O " 2'-III 5'-0 G 0;*,.02% ( TEMPERED 2) DOUBLE HUNG WDH21056 ! 3'-0 A" 5'-95 9" 2'-11 i" 5'-8 EGRESS ■ ! 1 11 1 11 3 f � li � � (I) BASEMENT RST FLI I! D _. - - -- .. I 03 SINGLE 3-O X7-O I � ; (U SEG. FL ! E PICTURE �II wPW310310 3'-11 J11 4'-0 3'-I! �11 41_0 J11 TEMPERED ' TRANSOM __... ... . _.......__ .. . . ..__._- .._. . FROFOSED FIRST FLOOR PLAN INTERIOR - CELLAR F WTR21021 3'-D 2'-3 �11 2'-II �g" 1'-3 [ DATE: 4 21 21 O.'75-HR FIRE _ _ 2,058 S.F. HASI TA5LE 5f=Ai 2,C 80 S.F. GROSS ARES SCALE: I/4" = I'-oll / / 6 OF 16 11� 1. RATED m.. G PICTURE 711 " 04 SINGLE 3-O X7-O • WPw56410 5-7 5-D g 5'--7 ill i H TRANSOM WTR56111 5'--1 J" 2'-1 i" 51_.1 511 2_1 a1 I - INTERIOR _. _.... .... 'I' II r� L I II II -. ( ���' �I (2J SEGFIRS FL. WDH34410 3'-61i 5'-0 J' 5'-5 Jg' 5-O EGRESS I DOUBLE HUNG --- - I - - - - --- - - -- --- II II' 1 11 I II ! 05 SINGLE 3 0X'1 O 4 • Ob SINGLE 2-95 Xl-O I • (1) FIRST FL. J ',j PICTURE WPW410410 4'-1111 b'-0 i 4'-I I 6'-O TEMPERED 2 FIRST FL. - (3) SEG. FL. K DOUBLE HUNG WDH384110 I 3-10 5-O 3-a 5'-O TEMPERED z 07 - • ' � I 11 11 SINGLE 2 6X'1 O 5 II `` : • 1 ' •� � - i I 1 n 1 I II I II � 1�, (I) FIRST FL. I, III' , II V ❑ I i (1) 5EG, FL. - 5 t , 1 .✓ s ,; . SINGLE DOUBLE HUNG WDH21042 3-0 ; 4-4 J 2-11 4-4 - 2-4 X7-O 1 • Oa DOUBLE _ 2' O"X7'-O"= 2 II _ - I' M ! DOUBLE HUNG WDH295410 .1 2'-10 �" 5-0 � 2,-Cf f • ! (2) 5EG. FL. I I 11 Fo 10 POCKET (I) FIRST FL. I I (I) 5EG FL ---' -_ (I) FIRST FL. I j' II POCKET 21-411X'7 3 N 1, 1 - - - ------- - I (2J SEG. FL. �a O E D A L NATURAL LIGHT � VENTILATION (HABITABLE 5PAGE) _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT FLOOR AREA 331 S.F. v m W WOOD FRAME (L.G. STL. Q W EXISTING TO REMAIN WHEN APPLICABLE) % REO. S.F. FROV. J -{ NEWFOUNDATION WALL LIGHTING;MIN. a% Q Q NEW WOOD FRAME' (L.G. -{ OF FLOOR AREA 26.5 S.F. 5q.0 S.F. STL. WHEN APPLICABLE) VENTIli " 4% OFLATION;MIN.FLOORAREA 13.2 S.F. Iq.O S.F. 0 NEW I-HR FIRE RATED ❑ MIN. (2) 2x4 STRUCTURAL J WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �- P05T FOR b" WALLS), U.O.N. „ NEW 2-HR FIRE RATED -0 2'-q�2 WOOD FRAME (L.C- STL. NATURAL LIGHT VENTILATION -- --WHEN APPLICABLE'.) (HABITABLE SPACE) 16-4" m Q Z BALCONY Q 0 FLOOR AREA 188 S.F. FLOOR PLAN NOTES % REQ. S.F. PRov. D Q `� z E GA . I Q 0 LIGHTING;MIN. 8% 15.0 S.F. 43.2 S.F. 03 DOOR NOTE: NEW LAUNDRY ROOM: OF FLOOR AREA O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH / DRY HOOK UP Lu OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s VENTILATION;MIN. -4'-O" 15'-2" J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. 7.5 S.F. 21.6 S.F. BENCH 4 -J QO 4% OF FLOOR AREA 07 � K K -..:.- ____.,._...._._ MANU. ... OUT ON PLANS BY THERMATRU (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ s PER M ' 3. DOOR TYPE TO SELECT - 7 BATHROOM#2 .--........._.. �_._ __.� __._ � � r.1 � 4.INSTALL A5 PER MANU 5PEC.'s I I 2 - ................:::::..,: :::'.:-':::..__.:-:::::::-:=-_- w.,,__. ... W.. 3.PROVIDE (2) 2"x5" HDR., U.O.N. DRYER EXHAUST NOTE: = 126.5 S.1-. - _.,,.,_....__.. __.__.._._..,,. ....,___..._ - _ Tw _ ......_ 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR Z It ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0' FROM ANY , I E OPEN INCS , € _...... _......_..,.._._ _._..._...... _........................... _ _................_.._...._.._.._...:......_.. ._____..,,.:..:,.,___._ � N O i .�--6'-0" VANITY �- _.:.,.:F, _ ".m. w .... . _.. __,_„_.,. STAIR ff RAILING NOTE: 3.DUCT SIZE AS PER MANU. I 1 - :_....._....__�.. - " „ .._-,,. ............ ...___ LL W I. ALL NEW STAIRS SHALL HAVE MAX. '1-3/4 RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - "-' "' - _ E MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINLO j I 13'-lOy2" -__^__--:"" i N DUCTS USED TO D E PAGING FLEXIBLE TRANSITIO D _::...:.--...,._.�.�._.. ,.... 2. 42 HIGH GUARDRAIL � SPIN L 5 CONSTRUCTION. FLEX BL �:::.--�=..:...-._^::--_._w��.:.:.............................................. NOT TO ALLOW PASSAGE OF A 4 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM J 0 51NG E ENGTHS NOT TO __. 36 HIGH HANDRAIL +€ SPINDLE SPACING NOT SHALL BE LIMITED TO L L F � ""'""......__""' �"�"`� � �"""'-' '�"�-�--- -- � -- -� ---TO ALLOW PASSAGE OFA 4" SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - 4'-10 __.._._..,,..__.__._...____..__._.,_......___..__....__._..___........._.....,....-..,-.,_........... _._......_._...._.................._...._....._._...____._..__,._._.._ __ 15 A. = IS'-b" 2 ,�...a.........� .- ..-. .,,__.A: _ �-��» „�,,...�..rr�,. ,.,_...-,."R....._�_ __..__._-________-,..._...._ _-_.____.__"__,_,.___".,._...._.___-_.._._.___..__.._..__.___.__.___.__._.......____ W 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2 8 r 4 - '--- �-••-- b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 4 N BEDROOM #2 "'""' _.___._ --' -- - --- -- -- - "---------- - INTERIOR SURFACES WITH JOINTS m METAL w SMOOTH INTE = 331.0 S.F. - __..._._..__.__.___,..... __._"" __,___ __.......,_._____.....______-_ _. _, WOOD FRAME STAIR: / RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST _ GL. � -..---"."-_._,._______..._._.._____.............__,_.,,,,..__,..__ _....._._.__.._.._____._...- OR STAIR RAILING INFO. - I. SEE NOTE ABOVE F � U G NOT BE CONNECTED WITH SHEET-METAL .t �W_. .._-..... ._._... ............ _._ - .__...�_,.__"_".... - _ _,m.__.._ ._ _,-u - -.. DU T5 SHALL N INGS SHA $E WOOD OR PVC. _._.._........._.._...... : ......._. ,....._Y_ ..... v,:_: ._.._....._.... .. W 2.RAIL L SCREWS �1ATUR; L L�GH /ENTiLATit7N= __....._ - � WALK-IN GL. _�.. ."mm .,-. ._..._.._�, ,.-.- ....,�. ...-.., .r.....__,�._,..m. ,... ,u,..... _,. '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Oq - - -'.._,_......_- - -.__._ .- ... ___ _---_,- _.._ .. --.-...._: -: .- :w,-- I:TA .__ -- CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE G r 34.1 S.F. - _ = J 1. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 --. .- -:::•:'-._ - - -..... w. - � .___ �_ 0 J 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0 PER RAI MANU. PROVIDE FASTENING SHALL BE A5 F L BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES = 5-42" __._.. ____...___... ____.___.____._.__..__.. _,.__.._.___ _ _.____ ___ _ _.____..___ _._.__..___.. ..___..._.__.._._..__...._. _.._._.._.,. " ... ..,...._. ...-T. BE #3 I _...._..___. _..._ .........................___..___......,___ _..___._.__ _.,.,_ ,.___,_._.. _..,.,,..,__._....___..:.._.._ .,__ .. .._„ ,,, .. ,..... _..... .,_. Q ...._.. N EXTERIOR GRADE PAINT AS REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. ! I _....,.._._. __-________-.____„_„_,._------------__..... -.�..__ �e COATING O � 188.6 S.F. I O •'----- - �..�• _ ���;„>r;,�.' ; ,. .- _. .._ ..... 3. SEE FOUND. PLAN dDETAIL NEW FLUE: ' I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO ___ m _. _;._.___ :-::.. . -',; - m- ::-' :.>;. -__,_._._.___._..___ __.__,_,_._ _._ _ -_w t.•: SMOKE DETECTOR / GO DETECTOR NOTES: O � � 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS ..- O ALK-IN GL. - _._, _,_ .a - -a _ _.,., �_ _.�€lTIL TIO -,ml, 1 _.._.,.._._._ _ ._. _._._. PER MANU. SPEG.s PROVIDE NEW WD. FR. ENCLOSURE w/ 3 ............. a :_ :......_ M _...,...__.. .__... ___ ._.,.__.,.._........_._....__._ .._ SMOKE / CARBON MONOXIDE_ COMBINATION DETECTOR Iq.3 S.F. --- - -4%~OF FLOOR AREA--, " HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I/2 GDX PLYWOOD SIDING AS NOTED CHASE -_ n 1 2.INSTALL ALL AS PER MANU. SPEC.s SECURING ® STD. SIDE KALL" O P GE 6-004. • I .�. ,,,_„-.__.___,..._ ,,. ...,„..�.,„„„.,�. „._.,_._„„„, .,.,�,._.„„„_..�._,...__..,.._.-..__. ___.__..-....._.........,,__.._....,_._.,.„...,..._..,,.,"..._�_..-_._.._,.„..,..„.,__�_.... _.. ._..,,�..,.,.._ 3.SMOKE DETECTOR AND GAR BON MONOXIDE DETECTOR 2.PROVIDE ABESGO FP200 FR EXPANDING FOAM" (OR (V SM/GO �, I • ._- a..__ _. _ _. ,._.,..." ,... .:, - _ _._ „."m _._�_,�, .. r _ �.__.._ � .�.- .._�_ �u „ b _........... IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT ih C 5M/GO FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A5TM ry 05 05 E 814, ASTM E 84, AND UL 14'7q. O O ..,,,,...._...__.._.._....,_._.,...._ ...............___.._,.,...._.._........_ _.........M".�. ..."_,,..r.._ ,._ .�. __....,. .._ ,_..�.�: ....�.aw.. - ....�,,..»�.__, 3. MECHANICAL FLUE TO EXTEND 3 O MIN. ABOVE ANY '' °'"'" -"�•-�-•-�'�� --��---- - -•��----'�---�-'-- --�--'�-•�_"•� _•�=--" - �`""^'., WINDOW NOTE: - O �' ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". I. ALL NEW WINDOWS 4 DOOR_ SHALL BE ANDERSEN T Y° 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING - ry 2 6 I I I ATTIC (AS NOTED), INSTALL AS PER MANU. SPECS. FOR i`EW EXHAUST FAN SHALL BE INSTALLED WHERE a CE) I SUBSTITUTIONS SEE NOTE #q IN "GLASS WINDOWS ? VENTILATION IS NOT MET BY MEANS OF NATURAL ! HATCH _.__.._...___.__............ _.................. AND DOORS" ON PACE 0-002 IF CASEMENT O CIRCULATION THROUGH WINDOWS OR DOORS TO ry m 14 • _. WINDOWS - ALL 05MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 5M/GO pq STRAIGHT ARM HINGE WHEN 403.3.2.3, INSTALL AS PER MANU. SPECS 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE cIA-50:4 TILT WASH 1 mm 10 3.ALL GLAZING WITHIN 18 OF FF TO BE TEMP. GL. NEW ATTIC ACCESS - PULL DOWN STAIR: 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPACITY -1 BATHROOM #3 LAUNDRY v (' 31 I I? `E i- _-- / I � �i __._.=.�=_,�=..gym.-�._m."_.._.._...._._. �.M:.:.:.��-._._,----:_...-•--•..--=•.._._..__._.__. I I 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 100.0 S.F. WINDOWS CNP. FOR ALL) U.O.N. _ z = Cl.-OSET EI IE 22 x30) �, j in 46."1 S.F. _ = OPEN TO \ ( ,; k;l _._..._.__,..__..... _ ____..__..------,,_ EGRE55 NOTE, 3.0.•75 HR FIRE RATED _ -.-.:-_-- 4.DBL. FRAMING WHEN NEW OPENING BELOW 'IN COMPLIANCE WITH NEW YORIG STATE BUILDING CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s ,E EGRE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 4 G G 4 E IE I 1 2n , EE - i 10 8 6 I, E { NET CLEAR OPENINO........... 5.'I S.F. m--------- q 8 SQUARE STRUCTURAL PERMAGAST COLUMN NET CLEAR HEIGHT............... 24 MINIMUM €1,: .::__.... NET CLEAR WIDTH................. 20" MINIMUM O # - i €; BEDROOM 4 - - - _ S.F. I i!i k €i I I . '_.._,,,....__..__.......__._..._.____. __.......... ..................__.".._.. TYPICAL PLUMBING/HVAC SHAFT: " 27 q O 10 IN FIELD _._...._,.,.__ O PRECISE LOCATION d 51ZE TO BE DETERMINED { € M 4 ON AIR CONDENSER MODEL NO. RHES T I< O RA1648AJINA OR EQUAL) I I I FAMILY ROOM ?, 200.5 S.F. J 4 O i. - E -- -_ - i III r bSM/CO I (i2t, i s E O v I I LLj O 4 > I m Q --- __ I F: Q PROVIDE FLAT ROOF `k'I I l l' O 0 EPDM MEMBRANE; Q ry ITCH PER 4 I 1 4 P " R I PROJECT: I ROYALTON ROW a Q LOT 3 DESIGN A q'-1" b'--5'2" 5'-b" 5'-6'1 T,_1I/211 71_4y2„ lV:2 Is'-3y2" 11'-0" 14'-8" COX NECK ROAD DOOR SCHEDULE ALL NEW WINDOWS DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING $ STRAPPING DETAILS. CK� NY --_---- 952 MATERIAL - .. . I DRAWING TITLE: I I WINDOW CHART_._... .__..____. ---- --- ---- _--_._-- -- I I - ---------------- TAG DESCRIPTION DOOR QUANTITY ------„_.._...-.. . . _ NOTES EGRESS ry I o i ROUGH OPENING WINDOW DIMENSION CLEAR °m PROPOSED SECOND FLOOR PLAN 1 TAG TYPE MODEL # I OPENING 4 lfl .._! I I � Ir WIDTH REQ D: 20 3 HEIGHT RE 4" c C�'D:2 I WIDTH HEIGHT WIDTH HEIGHT PEN REQ D. 5.'1 S.F. O I G SECOND }-� I PLAN EXTERIOR A DOUBLE HUNG WDH24410 i__. . ..__.. I_O IL..__... 2'-5 ,1 IE FROFOJED SECON FLOOR PLAN OI DOUBLE 3'-O"X•7'-O" 2 ( v-- • (2) FIRST FL. B DOUBLE HUNG WDH2432 ---2E-6 3'-4 g" a'-5 J" 3'-4 J" �,�18 S.F. -4 BIT BL Si= G ; �,-1 18 S.F. GROSSAREASCALE: I/4" = I'-OI' PAGE: SLIDER 121-011, I a -^ CCC EGRESS, 02 III -- - - I : , . .. 'E • G DOUBLE HUNG WDH210410 3'-O 5'-O 2'-II y_1, 5'-0 IE ' I I BASEMENT I - --- --=_f� EE ( TEMPERED I J I 2) - i • D DOUBLE HUNG WDH21056 05 SINGLE 3 O X-(-O 5 • I (1) FIRST FL. IA-10 3-O 5-8 2'-I I 5'-B EGRESS (1) SEG. FL- m •_.•...-I! E PICTURE jl WPW310310 3'-II 4'-O " 3'-II 4'-0 TEMPERED IIII- I I ' _--- -- a I I DATE: 4/21/21 7 O F 16 I INTERIOR - CELLAR , F TRANSOM WTR21021 3'-O �" 2'-3 �" ' '_ �" 2'-3 �" I! II O.-75-HR FIRE 04 SINGLE 3-O"X7'-O" I • RATED _IIi 1 5,_� E, b'-O ,1 51_-1 s�El 51_0EE k G PICTURE WPW56410 _ I WTR56111 5,_.T �,1 a,_i J" 5'--7 all 21_1 all , I (2) FIRST FL. INTERIOR -11-,_ 1, II , I H TRANSOM -------- --- - - - _ _...,' WDH34410 I 3-b 5-O 3-5 5-O EGRESS ., - 05 SINGLE 3-O X7 O 4 �• L I DOUBL UNG i s g �', - - - 1 n 1 u ,I�, ! - I .. EV-0 � ::.Q �StP3 (2) SEG F E H i 11 1 1 11 1 II Ob I -- SINGLE -- - � I I � . . . . .0- ELEVATION NOTE5 < a 0 R00FINO: LLI 1. SEE NOTE a SECTION LLJ , 2. ASPHALT ROOFINO 51NOLE5, COLOR 4 57YLE TEA (OR _j EOUAL) (MIN 50 YR. KARRANTY) I . < 9 ROOFINO: 1. SEE NOTE a SECTION (� 2. 5TANPINO SEAM METAL ROOF, COLOR 4 STYLE TBA (OR EaUAL) . . _j VDINQ: RIDOE HEI6HT /11 . _j (�) 1. SEE NOTE a SECTION --------- ___ ___-----_-_----------------__________� � _,_______ ,_____......_______ ____________ ,_'___,__,_ . ,__________, _,_,_.___"________", I----__111-1 p ELEV. +50.1' "I'll",",--'I'll, 11 2. LAP CEMENT 51DINO, COLOR 4 STYLE TE3A (OR EOUAL) -0 . -mmi.- =_,_�___i___��, __............. 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CEDAR SHAKE SIDINO, COLOR t STYLE TBA (OR -, -.- __ ____ _ , , - - . ____ ___,___,_'___ -, _ , , 1; I ­­ __-------- _________',__,______ ___,:._:.._­ __ _"::_,_"'_'.................- __ - "I'll,I.... ..._7 z _1­1�'­:�,__ *­�:.:z::­­__.­1­�,­M'i_....i..-21-1�,���'ll":��'ll�,�-�,,�,,���)la��,���)IIIIIIII,�l".n _,_',_ _...� , "'1'1­�"� il,- . I i ! ,11111��­­ -.1)�������ll,�-::"","_,,�%t�����,��,�����,�,��...��,,������,',",-',,'Z�,n-,,m��, ---,,---_-1---._ -11� ­­­I­I C) .............__­, 1i -7- ,�__]_...L,-, ­­­­..................­­­­­­,­­ -I-- - " EOUAL) (MIN 50 YR. KARRANTY) -------,__� __ ....... - ��... I _­ - "I 11 I'll, I I - I "I ­­ I I c ..] 11,1­:.i­�11 =iiii, ".7iii:=... I_ iiiii=­ L I - . - z � 1 , -It'. 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SEE NOTE a SECTION SECOND FLOOR CEILIN5 HEISHT I_- -I­_­­,',,`,,­_­,".­­-­­­, I .....�'I'll""I'l�ll,"'-'�"---"---�-"��'�---'�'I I �-�--l'I.-III-I'll�ll,��1,11,11�-1111-11-11-�- I[].--j 1 i � I I ­­,", ________,,......�. ......=,ar __=t" _________. ___I i ........m... __ �� � � ____ U _U_12, "I'll ­ 11 -1 .....�..... , I , . _,__.L,1__1...i � jj,___it-1L.�tt,;)"-[Lit,-i ��............................'-'--Z .........................�.....�­­ U -1 ri ri 2. VERTICAL 50ARD 4 BATTEN 51DINe, COLOR 4 STYLE = . I I I , I 11 � ELEV. +21.2' _L_ i ;­ I i 1 i L i I � , , , ­ � T-1 C) "I'll", I I TBA (OR EGUAL) (MIN 50 YR. V4ARRANTY) -0 i I_1111 ; 11-1--- "'­I­1-i-j I I j......_-:d.....L]... J I I �c _- , � I ,�, � .......- i _ � I 1 ; � 1-111 z I -!......�I � i I ; I! f- ]1'.- I -I- 1 56 Z-0 z >: .+ - - i I ' , I I 11 I I I 11 I I I 51ECOND FLOOR HEADER HEI&HT , j- L- � i I I I � I LI] ___� I I I _ --- 11- ­ ­-­--­­-­­­....�"---'-'�'---'-'-'-'III'ILI�""I��ll�-,�'I'�,,�...�...... 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TO MATCH GUT/DEPTH OF INTERSECTING ELEV. O.O O JOISTS, SECURED w/(2) 5/8' m x 5' LONG H.D. GAL. E LAO BOLT5 6 16" O.C. 2. INSTALL H.D. GALV. .1015T HANGERS BY 151MP50N (OR EQUAL) AT G.JJD.J., OR H.D. 6ALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL III BASEMENT PROVIDE BACKFILL I UNHEATED PROVIDE BACKFILL COMPACTED IN 6" LIFTS UNFIN15HED COMPACTED IN 6" LIFTS d 3" THK. GONG. SLAB I d 3" THK. GONG. SLAB K/STONE FINISH 5 I I w/STONE FINISH A-401 I. —', I j l I , I I i 3 E-1 SECT I ON G /A-502 I 50ALE: 1/4" = 1'-0" I i j I CONNECTION 'A' AS PER PAGE 0-003 HEADER AS 1 SECURE HANDRAIL TO WALL ON AT LEAST ONE NEW RIDGE SPECIFIED ON z I j SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.s; Z PLANS AND NOT PROJECTING MORE THAN 4,12" INTO w STAIRWAY•SEE HANDRAIL GRIP 51ZF-5 ADJACENT PITCH'-t7 METAL 0 Y SIMP50NrOR EQUAL ; ------ - -- - - - - --- ----I---- ---- r �� - - - - - --- - - - -- - -- -- FIRST RST-F I N I SHED FLOOR -- --- -- -- ----- - -- -I �e W 1'As j P�pNS 2 l9 o CONNECTION 'BI' AS p.5 tiS �WALLI AND HANDRAN. SPACE IIL EN PER PAGE 6-003 NEW R.R. TO G.J. -� s/4" PINE: R15E:R PROJECT: G.J. AS PER PLANS R OYA LTO N ROW 5/4" PINE TREAD STANDARDS FOR ORIPi�ABLE HAND RAIL SCALE: NTS - LOT 3 DESIGN A EE X O GR055 SECTION 3 MIN. i< z a HANDRAIL - - --- ------ ---- ------ - I" ROUNDED NOSING p CLEARANCE GIRGULAR NON-GIRGULAR 0 (NOT INCLUDED INtu COX NECK ROAD a BATHROOM BEDROOM 4 TREAD DIMENSION) MATTITUCK, NY 11952 €€ �4 —2 PERI— 2y4€€ lY2 METER MIN. MAX. z DRAWING--TITLE: CONNECTION 'GI' AS �z PER PAGE 6-003 Q - - - --- ------------ ---- -- - NEN STUD TO BUILDING SECTIONS FLOOR ASSEMBLY F.J. AS PER PLANS N V W - lU 6 2 GAR m GARAGE (3) 2"x12" STRINGERS ® w/ R-21 INSULATION, IF UNDERSIDE 15 FAGIN6 i �t PAGE: STORAGE/NON-HABITAL SPACE Iff u AF IL O A—jv O STORAGE UNDER y2" GYP. BD. (WHEN APDL I C ALBE) DATE: 4/21/21 11 OF 16 TREATED 2"x12" 51LL FOR CONTACT W GONG. IF APPLICABLE s I i BASEMENT A-401 Q ri SECTION D /A-502 _ ow 5GALE: 1/4" = I'-o" INTERIOR !/`MOOD STAIR DETAIL A-302.0 SCALE: 5/4" = 1'-O" PROVIDE 3" (MIN.) GONG. COVER (L NOTE` OF ALL REBAR WITHIN P. GONG. Q I. IF FINISH MASONRY USED (SUCH AS 4" P. GONG. SLAB FOUND. WALL5 E P. GONG. FT555. PROVIDE STRAPPING k NAILING 0 BLUESTONE) - MA50N TO ADJUST H6HT OF LANDING AS REO'D TO w/6x6 10/10 WWM A5 PER CONNECTION 'D' IN ACCOUNT FOR FIN15H MASONRY I" UPON COMPACTED "TYPICAL NAILING/5TRAPPING W (TY REOUIREMENT5 FOR UPLIFT, J P.) FILL PROVIDE BETWEEN CAVITIES SHEAR, $ LATERAL RESISTANCE" 2. ALL HORZ.SURFACES SHALL BE PITGHI=D GRADE PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. ® 1:48 AWAY FROM BUILDING REBAR BENT TO - (WHEN APPLICABLE) 5. FOR 5LAB5 ABUTTING FRAMING, INSTALL SLAB AS SHOWN ------ COPPER FLASHING FROM 12" ABOVE AND i ADJACENT TO SLAB, BED ALL FLASHING �� z FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES O t IN ASPHALTIC,MASTIC y NOTED ON PLAN UPON SILL SEAL UPON COPPER •J , TERMITE SHIELD —1 w (1) #4 REBAR ® EA. c ,� �. ti 0 STEP;3" GVR ® ENDS NEW 5/8"� HOOKED ANCHOR BOLTS ® 3Q" O.G. w/ 3" SOUARE �.�i� • WASHER 8 ENDNUT �' ` Z _ 10" -- MIN. �� COMPACTED z r 11 G ° H LANDING — ��i FILL 11, Z �X • " iii O 1l° Q � � #4 REBAR ® 1O" z O i a . W 4" P.GONG.SLAB w/ 2"x4" t �i 6"x6"-10/10 W.W.M. ���� O.G. (MIN. 3) If J i���//i Q O a it.. GRADE J KEYWAY UPON COMPACTED FILL • i , 00 4 DRAIN CONNECTED i i� m O > �� �- PERMAGA5T COLUMNS AS PER PLAN ° I .,. — -- I Z_ (� TO EXIST.MAIN LINE �� cL'r NOTE, w/ "51MPSON" PG64 (FOR 3 PLY BM) ISI ; € -- J P?' ALL P. GONG. OR "SIMPSON" B505:2-2/4R 2/4 (FO2 PLY 1 0 ----_----- T----- � - ---- J 1IC)o SHALL BE 'd' Z �'; BM) POST GAPS Z � 3 I N.) #4 REB 'I 4,000 P51 (MI AR CONT. ® 10 O.G. (MIN. 3) J. �' LL J NI I (1) #4 REBAR CONT. P #6 HOOKED VERT. I�, 1 I LiJ (D #5 BENT REBAR ® 12" O.G. 11 REBAR 24" O.G. ° �i d — a - -- I I 0 Q 8" THK. P. GONG. WALL—I "SIMPSON" . II `' - i 1 _j 11 POST BASE PER (1) #4 REBAR CONT. I� POST SIZE j� _.. _.__.._......_.__._... i LL1 c J J P. GONG. FOOTING AS _ II (BOLTS((PREDRILLED) FINISHED STONE I - PER DETAIL 10/A-401 4" GONG. SLAB i � � � I w U I I P. GONG. FOUND. WALL (MIN. 400 PS2 ASO N/ STAIR DETAIL SCALE: 3/4" = I'—O" 3/8 THK. PL. 411 3/8" THK. H.D. GRADE BACKFILL GAL\/. PL. OMPAGTED #4 HOR. CONT. REBAR ® n EVERY 6" TOP,MIDDLE THIRDS, — Q- BOTTOM OF WALL (4 TOTAL) 11 --- ! = ° ' :,, •• • •• GAP PLATE A EXTEND FOUND. WALL d FTG. AT 3 I COL. PER FOUND. PLAN;PROVIDE P. GONG. CONT. FTG. FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4 WIDE z ADDITIONAL (2) #5 VERT REBAR (MIN. 4,000 PSI) L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER IN GONG. WALL BENEATH COLUMN (3) #5 HOR. CONT. REBAR 4" P. GONG. SLAB 11 f R — I 8 11 i P. GONG. FOUND. WALL d FTG A5 I PER DETAIL 10/A-401 I (4) 3/8" H.D.G. LAG b MIL POLY BOLTS (PREDRILLED) I MOISTURE RETARDER _.. 4" GRA'/EL BA5E: FLOOR SYSTEM AS PRO I V. GLEAN 3I. ! _....._._.........._ ,____ COVERED PORCH DETA I L / _�� — 3 €COMPACT FILL — - I ( I .__.._2 NOTED ON PLAN 0„ I \ A-4401.00 NEW 5TL. GAP FL. 'A' OR FLOOR WOOD BEAM 1 I = SCALE: 3/4" = 1'-0" 'B' WELDED TO COL.;SEE AS NOTED ON PLAN I I lll7 GAP PL. DETAILS NEW 3-1/2" O.D. SGH 40 _ NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER 8 FOUNDATION NALL DF_7A I L BASE PL. DETAILS FOR FOUND. PLAN BY SIMS A-401.00 I30LTINO STEEL (OR EQUAL) 3/8° THK. PL. �4n 3/8 THK. H.D. SCALE: 3/4" = I'—O" j NEW 4" P. P211 GAL\/. PL. PROVIDE GOLD JOINT GONG. SLAB AT GONG. SEAMS (TYP) GAP PLATE 'B' FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE #5 REBAR (NP.) 2'-0" LAP t PROVIDE 3" (MIN.) GONG. COVER LVL LUMBER OR (3) 2" WIDE OR (4) 2"X WIDE (TYPJ OF ALL REBAR WITHIN P. GONG. ,, I ,;° FOUND. HALLS d P. GONG. FT6'5. PROVIDE STRAPPIN6 d NAILING ~ : y r ;,s �W �� , :,k, DIMENSIONAL LUMBER OR 5.25 WIDE PSL Z 3 #5 HOR. ------ — +-- --------- AS PER CONNECTION D IN { I ,. NEW ( ) _ � "TYPICAL NAILING/STRAPPING � 411 -�- -t 4" GRAVEL BASE: € 1I ___ ; ( RESISTANCE" _._........._.... I SHEAR, 8 LATERAL REQUIREMENTS FOR UPLIFT, -- - 1 -- ..._._. ___..: ——————4-4-4 � —� ON PAGE 6-003 ® EA. 5TU1D. E 4511", �� I 1 REBAR UPON (3) #5 I ---- ---- --- ---- _"..__ I I HOR. REBAR (6 TOTAL) (4) 3/8" H.D.G. LAG NEW 24"x24"xl2" i ............................... (� 10 I ( -------- DEEP P. GONG. PAD I ......I... COMPACTED FILL II BOLTS (PREDRILLED) I NEW (2) :2"x6" P.T. SILL PLATES -- FT6. (MIN. 4,000 PSI) L........._L....._.__u._-:::::<::=>-:::::•::::<::::. _ I I 4" P. GONG. SLAB -- --- UPON SILL SEAL TERMITE SHIELD UPON COPPER —— ——I —— b xb IOxIO W.W.M. BETWEEN Q CENTER TNREQURSTEEL COL. 24"x24"x12 " FOOTINO DETAIL 5ECUREDPLACUPPER, NEW 5/8"IP HOOKED ANCHOR A-401.00 _ / \ b MIL POLY BOLTS a 39" O.G. w/ 3" 50UARE SCALE: 3/4 — I —0 I -1 Q I I #5 BENT WA5HER $ ENDNUT PROJECT: Q I - - I I' MOISTURE RETARDER = Q REBAR (TYPJ ROYALTON ROW / I I 1, i._., GRADE 11 LOT 3 D ES I G� A rA • 4" GRAVEL BASE 3/8 #4 HOOKED VERT. REBAR 45" O.G. THK. PL. I I I 6a �� II ol '01 3/8" THK. H.D. /� /�- #4 HOR. CONT. REBAR ® TOP s __._. 1 ___.__._,_._,_ _. ; OALV. PL. BOTTOM OF WALL (2 TOTAL) ;; Q z COX NECK ROAD GAP PLATE 'G' FLOOR SYSTEM AS �___ , MATTITUCK NY 11352 NOTED ON PLAN P. GONG. FOUND. WALL __. ._. I a 'T' GONNEGTI ON 1 - (MIN. 4,000 PSI) 1i FOR CONNECTION OF 5TL. COL. TO (4) 1-3/4 ! I — I FLOOR WOOD BEAM NEW 5TL. GAP PL. WIDE LVL LUMBER — — AS NOTED ON PLAN I i P. GONG. CONT. FT6. I I _;. 1 I ; -"- DRAWING TITLE: WELDED TO COL.;SEE I (MIN. 4,000 PSI) _.......__......_.. j - - --- ---- ----- - I I f I GAP PL. DETAILS NEW 3-I/2" O.D. SGH 40 __...___ HOT DIP 6ALV. STL. COL. 2-O LAP _ 1 (3) #5 HOR. CONT. REBAR — DESIGNDETAILS (ASTM AI23) AS PER NEW BASE PLATE 'A' (TYP.) FOUND. PLAN BY 51M5 — WELDED TO COL.;SEE 1 i a O BASE PL. DETAILS FOR STEEL (OR EQUAL) 11 I -- -- b �° # ,�• -� ___.__ 8 ---------- --}--- BOLTING i ' I s F PROVIDE GOLD JOINT GONG. SLAB li I I 11 I ~-m i�I I 1 _._........___. _ 1 —._� PROv. GLEAN _ " AT GONG. SEAMS (TYP.) (�! /2 I PAGE: 1 COMPACT FILL 1 ' ' 2' O /4 -4 .10 0 A u I 1, -- 3 DIP GAL\/. 5TL. COLO 1 1 I " FOUNDATION NALL DETA I L 4 GRAVEL BASE -• - — / _ - (ASTM AI23) AS PER #5 REBAR (TYPJ 4 COMPACTED FILL PLAN KELDED TO PL. #5 BENT ' I I A-401.00 SCALE: 3/4" = 1'-0" DATE: 4/21/21 12 OF 16 NEW 42 x42 x18" {_= --_I�_--- AR \\ 8°X8"X3/8° THK. REBA DEEP P. GONG. PADF UPN (6) 5 HOR. TL. BASE PL. ( ) iv R TYP. FT6. (MIN. 4,000 PSI) I 5 I REBAR (12 TOTAL) 4) I/2 ANCHOR HOOKED BOLTS EMBEDDEDINTO FOOTING MIN. 4" w/ OVERSIZED I ��� `� °°•� 1 _ __ WASHER AND END NUT SETUP s _. ._..__.._..............__...........__,_...._....a......................................_......................:......._. __. PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. CONC. + FOUND. WALL5 s P. GONG. FT615. SASE PLATE 'A' CORNER GONNEGTION �. STEEL COL. 42 "x42 "x 18" FOOTI NO DETAIL STEEL C.O.L. CAP I$ BASE PLATE DETAILS A-401.00 SCALE: 3/4" = 1'-0" A-401.00 50ALE: 3" = 1'-0" REBAR O Y ERLAF DETAIL A-401.00 SCALE: 3/4" = I'—O" - --- - - - - - - -- y W ' _ EXISTING TO BE DEMO;_15HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) J 3 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL i 5TL. WHEN APPLICABLE) Or 4 NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL _j r WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. d WHEN APPLICABLE) Z O E- Z 57RUGTURAL PLAN NOTES Q cr O51NOLE SPAN STRUCTURAL MENIBER: LLJ STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE 5PAN5. PROVIDE: SPLICES DIRECTLY 00 ABOVE INDICATED POSTS. CD OPEN-WEB JOIST REINFORCEMENT: _Zb*) O2 O PROVIDE 055 20 O.G. (SPAN RATIN10) REINFORCEMENT AT TAEACH JOIST, A" THK. x II--1/8" HIGH x 24" LONG, CENTERED J 4 ABOVE EXTERIOR WALL, FIXED ON BOTH 51DE5 OF J015T IN Z VERTICAL POSITION TO TOP b BOTTOM CHORD w/ "PL Q PREMIUM" GLUE (OR EQUAL.) 6 3" NAILS ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. LL J 1 W L0 T-4 OPEN-WEB J015T REINFORCEMENT:: m O PROVIDE OSB 20 (SPAN RATING) REINFORCEMENT AT O !.t) O Q m �p a O.G. EACH JOIST, ;;" THK. x 11-1/5" HIGH x 24„ LONG, CENTERED Q ri J BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP 4 BOTTOM W CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) d 3" NAILS ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ REINFORCED F.J. BELOW: AS INDICATED BY HATCHING W TYP. 5TL. COL.: O5 3-1/2" O.D. 50H 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) C..1 U BY SIMS STEEL (OR EQUAL) J O6 JOIST HANGERS (WOOD FLUSH/)PSET BEAM): PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS m d e I JOIST HANGERS (WOOD FLUSH/I)PSET BEAM): PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER ® EACH _ -- -- - - (3) 2"xb" POST ' ��• N PER MANUFACTURER SPECIFICATIONS , - " „ „ F.J. .O. J N (2) 2x8 HDR (2) 2x8 HDR (3) 2x8 HDR (2) 2x8 HDR STACKED � p[ > BENEATH (3) 2"xb" Q j POST ABOVE HEADER POST FRAMING NOTE: P05TS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW Oz STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLESS N BATHROOM#I poL - Q NOTED OTHERWISE O q8.& S.F. ®p Q m ® Z m (2) 2"xb" P05T O STACKED (2) 2"x8" HDR -- - -- ----- BENEATH (2) 2"xb" (RAISED HDR HEIGHT) P05T ABOVE -- - - mW ---- - - � 2 2"x8 O O _ 1L __ T (3) 2"xb" POST BEDROOM #1 .OpW -- (2) 1.15"x9.5" G.F-2.0E LVL HDR DINING ROOM li HDR _ _ _ _ 3 TO FLUSH BM. 3 284.-I S.F. ®O_ -------- - -- (RAISED HDR HEIGHT) 5 131.6 S.F. - LL x! O _ (3) 2"x4" POST - - - - STACKED 2'x8' G.J. � � � x y > BENEATH (2) 2"xb" ® I6' O.G. NI ---- -- ( �I Om P05T ABOVE N OOQ V m U NO m v (3) 2x4 POSTS Q STACKED * DOUBLE F.J. BENEATH ' 1' I Oz IL �Q� Oz � � BENEATH (3) 2"x4" ALL POSTS TO - �u- lu U) - Ul - 7 =I Q �y - z `fl Q P05T5 ABOVE x WINDOW/DOOR HDRS IN p F u� O F v - (3) 1."15"x9.5" 6.P. 2.0E LVL i BEARING WALL5 ABOVE ®d mlu - � imp � FLUSH BM. (FLUSH w/F.J) - N -;mom -_ «+ � _ U (2) 1.75"x11.875" O= iN J G.P. 2.OE LVL 51MPSON j - EE FLUSH BM. HHU55.50/10 N Q m w HANGER (3) 2"xb" POST �I> v GREAT ROOM I To FLUSH BM. 2 GAR O z O 444.4 S.F. 5 GARAGE 5 WALK-IN GL. �a u (3) 2"x4" POST - _ _ _ 581.0 S.F. _ _ 51.2 S.F. ®O STACKED m Z WI2x45 A36 STEEL DROPPED BM. -NI-2x45 A36 STEEL DROPPED BM. ��t BENEATH (2) 2"xb" 6 Li 51MP50N i>J j POST ABOVELu EGQ5.37-5D53 - \` DOOR HDR - 3 1.'15'x18" O.P. 2.OE LVL BM. O 1 U - - --- - - - --- O (2) 2"x8" - - - HANGER I N O iN OI I I 5 I UPSET INTO BEDROOM WALL ABOVE �Q KITCHEN (4) 2x4 LH 282.5 S.F. I --- --- - -- -t ------ �..--- (TYP. U.N.0) ILO Ul N [R tll POST I 'ry m --- - p Lu lit v OOI V` d O Lij M Q z m DOUBLE F.J. BENEATH AHDR O� O BENEATH x4" P05T) O r U POSTS TO WINDOW/DOOR S .O Q_ r 1 p Oz O O w Q IN BEARING WALL5 ABOVE -p 1- ABOVE A-3o Q Q NwN (3) 2"xb" -. zlL N ul m `J - - _ POST TO �o �mlT u`;r ,'"� - - - R1D6E PROJECT: cS I � X ®m (3) 2"x4" OPEN TO X - u i r N POST TO ABOVE O -D/W IYI'. - - FLUSH BM. r R I cV 6 Q ROYALTON ROW >LI " m LOT 3 DESIGN A SIMPSON (3) 2"x4" POST (2) 2"x8" HDR (2) 2"x8" HDR HHU5410 TO FLUSH BM. S (2) 2"x10" HDR I HANGER - - (2) 2"x6" (2) 1."15"x11.815" G.P_2.OE LVL FLUSH BM. - - - T - m w - - _ - ----- - COX NECK ROAD POST TO I �1 (3) 2"x4 U �P �F FLUSH BM. m w 7 HALLWAY POST TO oz o -_ _ MATTITUCK NY 11952 o 6 I &--;a lyu� w Q FLUSH BM. u N Q- OHO v � VSA z 4 HDR O� p w Oz O O O I ®� w u x �� (2) 2"x10" MDR DRAW NG TITLE: I� I ®'n� ®�' ®O � ! -• O- PARLOR -- - - - - --- --- ------- IQ � Im I ;`� 142.3 S.F. PROPOSED STRUCTURAL PLAN cv O - p -' POWDER L O ROOM - PANTRY 'j. � 42.0 S.F. 34.'1 5.F. v MUDROOM - - - 80.5 S.F. I I (3) 2"x8" HDR ® cV m d (3) 2"xb" P05T 4 II--1/8" TRIFORGE ® STACKED - 0J3I4 OPEN-WEB I BENEATH P05T TO PAGE: F.J. ® I6" O.G. (2) 2'x8' HDR 2 2x8' HDR UPSET BM. ABOVE (2) 2"x8" HDR(2) 2"x8" HDR A 91 77 2 t- 2 r> 04k 0% :m m �Lu a r �I xox - " r L r N JI DATE: 4/21/21 13 OF 16 _ LL qL N N O 'I (3) 2"x&" P05T5 BENEATH - (21 1."15"x-1.25'_ - CANTILEVERED FLUSH BEAMS LVL BM. - - r FROFOSED FIRST FLOOR STRUCTURAL PLAN ' SCALE: 1/4" = 1'-0" OEI ERAL I I " IEOL <E***-r : : a - � Q EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT uj W F WOOD FRAME (L.G. BTL. EXISTING TO REMAIN WHEN APPLIGABLE) _! NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLIGABLE) NEW I-HR FIRE RATEDElMIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLIGABLE) (MIN. (2) 2"x6" STRUCTURAL F-- POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. 9 WHEN APPLICABLE) Z O 2 Z STRUCTURAL PLAN NOTES Q OSINGLE SPAN STRUCTURAL MEMS;=R: W 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY _ QQ ABOVE INDICATED P0575. OPEN-WEB JOIST REINFORCEMENT: n z O2 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT m J O EACH JOIST, A" THK. x II-'VS" HIGH x 24" LONG. CENTERED Q' ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN Nfmn Z >: 4VERTICAL POSITION TO TOP B BOTTOM CHORD w/ "PL Q Z r'i PREMIUM" GLUE (OR EQUAL) S 3" NAILS ® 5" O.G.;SEE AL50 cV JOIST MANU. SPECIFICATIONS. Q V- �y (D OPEN-WEB JOIST REINFORGEMEN'T: O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT h' _ LO EACH JOIST, A" THK. x II-1/8" HIGH x :24" LONG, CENTERED BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH rI J O 51DES OF J015T IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EG!UAL) d 3" NAILS ® 5" LL1 O.G.;SEE AL50 J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ REINFOi?GED F.J. BELOW: AS INDICATED BY HATCHING O U c m < W TYP. STL. COL.: (2) 2"x8" HDR BALCONY d ~ O 3-1/2" O.D. 5CH 40 HOT DIP 6ALV. 51'L. COL. (ASTM AI23) _— -_ 2) 2"x10" G.J. _ - _ - V BY SIMS STEEL (OR EQUAL) Cam .a..._o�._w BENEATH EXT. WALL U J 2'x10 G.J. ® I6" O.G. OJOIST HANGERS (WOOD FLUSHNPSET BEAM): Q LU528 s PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH HANN GERSR5 a® FFLUSH SM. I Q F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS (3) 211x6" OJOIST HANGERS (WOOD FLUSHNPSET BEAM): = a p I (3) 2"x10" HDR RA15ED TO TOP t PROVIDE SIMPSON MIU3.56/11 FACE MOUNT HANGER ® EACH Q z POST TO - PLATE HEIGHT;SPANNING FROM RAISED HDR _ ., :::::::,:::::. :E ,� .. ::: : ,.,__ •w . F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS I iv(Y ' 0 CANTILEVER TO INDICATED POSTS O Q _-m----- # BATHROOM cv 2 O y _...___. HEADER POST FRAMING NOTE: - 211x10" G.J. POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW I 211x10" G.J. ® I6" O.G. _.........._.._._... ._........._....._......_.....__..__._.._. ...._ __ _....._..................... .._._..._...._._�.. .._.._._ _._.. "._.____.�°_____.. .._.__.. E _.._.................................__................................. ... ......._ ___..._..._..... ._...................... .:.::..::M;.,.w...::, a....__::...,._w:m.:,-:.::.-.=.::sx..._.:_.:.:. .�:::w"�:e.«�:.fw.._.=...:.e_'- ..,...... STANDARD FRAMING GRAPHIC ON P?�6E 6-003 UNLESS - - NOHERW € ® I6 O.G. II ::: . :..:_. :-:: :. ::..._....................._...... TED OT ISE f , (2) 2 xb _ � ��W"�" ' (5) 211x411 POST TO ........_.._._._ _.._...__.-_.___.._.._......_.._.........__.___ __________ I POST TO RAI f SED HDR FLUSH BM. _ _.._- ; ......................... .. .. ......._................._..._. ..._............................... - w:_^zn`:cXsrc_,......... .,s;•.sYSw:u,...,..s_earc II�Y[�a��11 G P 2 nZ LVL FLUQe BM. m BENEATH POST TO RIDGE (2) 2"x8" HDR (3) 2"x6" POST - _. _ __ _ _ ..__..._._.._.__..._..__._______. .._._._.._....._........_. _.__.___. ._.._._________ - _ __n --.. _ (2) 2 xb x. xmm mm mm m ..� m. __.x rx.m -x _. � .�m..;: : "_._...x:"...__ _.<.: ""_ : x _ .::. __.�.....,M�..,"_<;: ._".xx. _._._xFR,x:x::._...x." _ m"m<_<.::...x:xx::..x.x.:. TO VALLEY 8 BEDROOM #2 POST TO-/ Q FLUSH BM. 331.0 S.F. FLUSH BM. _.._.---.__.._._.._..........._...._ _....__._._._ ___ ___ _.._. ....._....___. _. ' ......................................_....._......._._. ,�,....x„....._�vm�x.... ______...._ I _._..__._.....:.-..._........._....._._......_......._...._...._.........._............_._..__. _._..._......... .._.... iv WALK-Ire GL. ,..� - • -� 34.1 ..�_-.._..� ,.�._._ _..___..__.�.._". ,_.-..-..._....-..,....W..__..�.p. �._.�..__.-._.��.._.. ".__.�_ . O O P CST TO O — UPSET BM. F- - x , = O BEDROOM #3 � - --- - x - IL 211x10" G.J. ® Ib" O.G. 188.6 S.F. I w/51MPSON LUS28 _._. ................._........._................_........_............._............... _._.................. _.._....._......._............_...._............._.__..... _.. _................_. ._._..._..... .........._.__....._....,._.,......... c,I HANGERS ® FLUSH BM. .__.._.,__.�."... ._...._.�.«._.._.""...�..�..�....�.._.�.�..�..<.....�-___.�...._.._...._.._.�...._ ... .._., ..»».,....".. ,�-. ..�mx�_.."�».. .�...-�..,._. i W wl� ._.._..__..._ ...__...._.__.-__._.._ 611 WALK-IN GL. Q < 51MP50N _.__.__...... ._ .__ _ —____............_.. __._...... .._..._w_......._." _.__._ ._.__. ._..............___. _.... _.___._. _ ._ _ _.__ _�__ — I 2N " - _ HANGER /I O POST XTO _.._....__._ _...__..............._._......___...._......._.._.......... ..........._..........._._. _......._......__...._.._.._..._._.__.__.._.._.. _....._._......._...._..._._ _.._._...._.__.__._..__.__.._.___...._ __ _ _" _...._ _°� x } UPSET BM. w... __ —__ ._ i 1.'15"x11.25" G.P. 2.0E LVL UPSET BM. __ _...,._._._._____......_..._ I " — — — — — _.....__..._. __._...-_....___..._..___ _............................ _..__...._.._.._._._____-_ _ mKK _._..._ __._._._..._.._ _......_...__.........__........_ (N (3) 2x4 POST Gam' O BENEATH PO5T To RIDGE ___...._._.._. __._.. _ __ _ _.____.__._...........__. .......___. — TO FLUSH 5M. (2J 2"x811 (2) 2 xb _._.xm........" "_...m..... u .",m.:: mx."... .— m <.m. m—. ...�m <... m..<< m _m m mx mx _.._. DOOR HDR (2 2x8 DOOR HDR . i ! Li (TYP. 1)NO.) HDR (TYP. U.N.O.) �_ _ _ ( ) 2x4 4 11 II ATTIC POST TO I � i � i :. ! < ._.._..___....._.. _._.__.._.._. .ten•_ —�xn�....m.�mr, m. .. «m<,...".�._.. N F (2) 2 xb" GL. POST TO „ HATCH UPSET BM. "......:-....;,:x..,_..,. .._.::- � � RIDGE __...._._.__.........,_.. 1 I O U 2 xlo G.J. Lu V' ® I6 O.G. : ::: v 0= BATHROOM LAUNDRY/ 3 x 1 i• I # � O LAUNDRY/ - � t t CLOSET � f L I I w I , 46.-1 S.F. �N'O I ! � OPEN ' � (3J 2"x4" POST (2) 2"xb" POST J-� - V BENEATH POST BENEATH P05T ILZ O- TO RIDGE I` €; Ij _....._.._.._.._..__. ..._...__......._.__._..._._.___..._..__..... _____.._..,____ O ® O TO RIDGE I � 3 - x Eli I:, 1 i I PROJECT: (2) 2"x8" HDR (2) 2"x8 HDR �� V ® N �,.:: �il I � � _...._ ._._.... ......_......._.._....._..._................ _..._..._..............._..... ._...._..... i I E E� ;I 3 t € I (2) 2x6" Q N ---- - BEDROOM #4 I 250.0 S.F. R OYA LTO N ROW POST TO VALLEY tLOT 3 DESIGN A t` r.t g r i PROVIDE NAILING b r STRAPPING PER PAGE 6-003 FROM UPSET BM.TO G.J. d R.R. ABOVE E, FAMILY ROOM COX NECK ROAD t, x Z IEi� i III E i • I il' i 200.5 S.F. N ILS'�I 211x10" O.J. ® 16" O.G. I ' ' ' ' '`' MATTITUCK, NY 11952 (3) 211x8)" HDR I I E 0 3) I.15"x11.2511 6.P_2.OE LVL UPSET BM. I �iI E1 ES' i f 1 BENEATH POSTS TO RIDGES II f --T...-- L :------------..._ V F t! III ftftftt _DRAWING TITLE: POST TO I ! ` g PROPOSED STRUCTURAL PLAN N POST TO € ! I` (� UPSET 5M. UPSET SM. 1 [ Q a. -(2) 211x81' HDR 2"x1011 G.J. ® 1611 O.G. i s i ( I O I j m Q (3) 211x,5" HDR BETWEEN POSTS Q (POSTS LOCATED ABOVE PAGE: FLUSH BEAMS BELOW) 47777 E F3 m m w (2) 211x61' P05T5 Q TO EXTENDED HDR DATE: 4/21/21 14 OF 16 Q 4-1 PROPOSED SEC.,OND FLOOR STRUC.,TURAL PLAN SCALE: 1/4" = 1'-0" OENERAL. 5 I I " I50L <E" I : a EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT �.�`.•'.'' WOOD FRAME (L.G. STL. O W EXISTING TO REMAIN WHEN APPLICABLE) .W_I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) MIN. 2 2x4 STRUCTURAL 0 -HR FIRE RATED ( ) NEW I —j WOOD FRAME (L.G. STL. P05T FOR 4" WALLS —j WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. STL. r�' WHEN APPLICABLE) Z O ; � s -- Z STRUCTURAL PLAN NOTES Q OSINGLE SPAN STRUCTURAL MEMBER: UJ 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE EiPLICE5 DIRECTLY oo J ABOVE INDICATED POSTS. OPEN-WEB JOIST REINFORCEMENT: v Q Z O 2O PROVIDE 055 :20 O.G. (SPAN RATING) REINFORCEMENT AT 1 O EACH JOIST,;j" THK. x II-1/b" HIGH x 24" LONG. CENTERED Q ABOVE EXTERIOR WALL, FIXED ON BOTH 51DE5 OF JOIST INO z >: d' VERTICAL POSITION TO TOP b BOTTOM CHORD w/ "PL Q Z r-I PREMIUM" GLUE (OR EOUAL) d 3" NAILS ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. N �' W Cfl OPEN-WEB JOIST REINFORCEMENT: Tq O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT LO EACH JOIST, A" THK. x II-1/a" HIGH x 24" LONG CENTERED 0 BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH O J SIDES OF JOIST IN VERTICAL POSITION TO TOP 6 BOTTOM CHORD W "PL PREMIUM" GLUE (OR EQUAL.) d 5" NAILS ® 5" W O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. m 2"xa" R.R. D O LOAD BEARING WALL w/ REINF01zGED F.J. BELOW: I6" o.G. W AS INDICATED BY HATCHING � D . TYP. STL. COL.: ❑ - - - - - - - - - - - - - - ❑ u F— U (� 5-1/2" O.D. 50H 40 HOT DIP GALV. STL. COL. (ASTM AI25) D U .J — - - - - - - - - - - - - 4"x5" ALUM. BY SIMS STEEL (OR EQUAL) Q O 2"xa" R.R. I DOWNSPOUT DOWN OJ0I57 HANGERS (WOOD FLQ5HIA) 'SET BEAM): O. I TO SPLASH GUARD Q PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH El PROVIDE (TYPJ F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS ' '# 7 w JOIST HANGERS (WOOD FLUSHNPSET BEAM): Q -- - -- - ---- -- ,� PROVIDE SIMPSON MIU5.56/11 FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS - 2"xb" R.R. a Ib" O.G. cv (BELOW) X — — — — — — — — — — — 6:12 PITCH ry "7.5:12 PITCH I HEADER POST FRAMING NOTE: J m - El FOR DOOR AND WINDOW HEADERS SHALL FOLLOW ❑ STANDARD FRAMING GRAPHIC ON PAGE 0-005 UNLESS r — — — — — — — 2"xa" R.R. NOTED OTHERWISE (— (3) 2"x4" POST �TO RIDGE li I I Lu A 2 d` CP � O 2"x5" R.R. O XI ® N 0 " ® I6 O.G. (� A -- a` P05T x TO — (2) 1.15"xII.25" G.P. 2.OE LVL RIDGE VALLEYS — PROVIDE FRAMING D U EXTENDING TO R.R. x H 0.. ABOVE BM. BELOW rn = � � II (2) 2"x6" P05T 0 �N I j (2) 2"x12" RIDGE TO RIDGE r = _ - - - z in - z 1— I � D II ATTIC vi I I � � w HATCH ,Qv ��( I I 2 RHEEM 115,000 BTU J P�' I 2 �G (2) 1.15'x11.25' G.P. 2.OE LVL RIDGE O rp COR EQUAL) Y 0�l — x ® � - V — x ® ti GA5 FURNACE MODEL � 2'xa R.R. ® N � x NO. W95TC1151524M5A a I6" O.G. F�' F - - --____-- ---_-----_-- —, -- --_ _- -_-_ (OVERLAY) z70 I (3) :2"x(," POST TO ~ Lm, ® X p O 1 I RIDGE -- cV w IL Cp y 6 ® N 1 m I O rP0 P05T (2) 2"x TO RIDGE (5) 2"x12" RIDGE (5) 2"x12" RIDGE RIDGE R. 2X 70 G. cV XI I I RIDGE O r3) 21lx4l; (OVE AY) I ( PROJECT: POSTS TOLu d O v o o A ( I R DVA LTD N ROW rncp �� A p Ap o I I LOT 3 DESIGN A x 2"x R.R. C — - 4"x5" ALUM. I I h ® I b" G. — — — — — — — — — — DOWN5POUT DOWN I (OVER, J 2"xa" R.R. --- ---- - - - mi TO SPLASH GUARD I 2"x8" R.R. ® 161, O.G. ® GRADE (TYP.) I ® 16'�c.G. COX NECK ROAD PROVIDE NAILING 8 STRAPPING 9:12 PITCH 15:12 PITC / Q I-- MATTITUCK' N 1 11952 PER PAGE 6-003 FROM R.R. a 9:12 PITCH = /711 G.J. TO HDR/UPSET BM. BELOW - 9:12 PITCH - 56:12 1114H ryI 2 X6" R.R. _ 2'xa fZ. FRAMING FROM DRAWING TITLE: D (BELOI^U I 56:12 PITCH ® I6" N TO EXTENDHDR To R R. - - a I 2 xa R.R. 2 xa R.R. PROPOSED STRUCTURAL PLAN a 16" O.G. ® 16, O.C. O 2'xa" R.R. —QQ, 2 xa R - - - — — ® 161, O.G. 0 iv ® 16 c I.C. x ❑zx 1 ❑ y cV cV ' n 70 — m m PAGE: ❑ l r, F_, ❑ L:2), L i5"x7.25° _ r 1 r LVL SM. L J L J %J 10 0 POSTS TO m RIDGES Q ' DATE: 4/21/21 15 OF 16 t i�ROFOSEI� �'OOF STRUCTURAL FLAN w , P SCALE: 1/4" = 1'-O" �.w s sa;_ CL Q W LLJJ Q O J J F— a. Z O N Z Q � W J J 00 Z Cfl r-I � O Q Z � ' LL' w CO In Ix r-1 lz W r '. U W Z J U ; J �4" FRESH AIR VENT i \ L THROUGH ROOF U d k 4 FLOOR FURN. --- - - -- - -- I 5ATHROOM#2 BATHROOM#3 - - --- - I LAUNDRY E;ATHROOM#2 I BATHROOM#3 LAUNDRY OTE: ALL PLUMBING WORK NOTE: SHALL CONFORM TO LAUNDRY ALL PLUMBING 8 LOCAL PLUMBING CODE FUEL 6A5 WORK O r I I I I I I I I I I I I I O SHALL CONFORM 1 2 1 2 I I' 2 I 1.2 I 11. � -i TO LOCAL 2"I I I I I I' 1 1 2"1 I 0 I��� I�� I CJ I Q Q PLUMBING CODE 3 Q I I I I p CJ I �J Q4 Q4 I I Q4 I z FUEL 6A5 I I 1 1 I I PROVIDE ABESGO FP200 FR 1 1 I I I � Q' 12" I B 1 I B 2'� I I EXPANDING FOAM" (OR EQUAL) v v 1 K: I pa pa �. I pa V I :� EGEND O O I I I w W.G. - OI I� 01 13 KI I� 1 1 O I I K v l I LII W.G. - O HOT to III I- I1"I�• (� FL oR5ED /G ILN S� PRODUCT m QI �N QI N NI I� TUB I IN SHOWER Imo+ Ic�V N I Ic\V �B m c\Y j I�I SUPPR N N I. PROVIDE "ABESGO FP2o0 FR N I I I II N p� * _ I� _ I� �_ I� p� WASHER -----� \ PIPING PENETRATIONS: I_ 1 I_ I I- I 12 CONFORMS TO ASTM E 514, I I I I I -- 1 1 1 I 1 1 - 1 ---I--- ---- 1 ICOLD - I i 0:21 ISHOWER I I A5TM E 84, AND UL 14-Tal - - - ---t t - EXPANDING FOAM" (OR EQUAL) 1 ( WASHER G.O. -- -------- - . _. .-.._ — -. -. ply_.._ _.._.._.. - - - AT ALL PENETRATIONS AT WALL5 I -- 2 :24 3 -�._.._.. y_.._.. - - - - - - - - --- - - - ----- - -- AND - - - 1 ~ - - SUPPLY - --- - 2.PRODUCT OGONFOIRMS TO ASTM E - -- - - - -- POWDER ROOM KITCHEN BATHROOM#I I I - BATHROOM#I 814, ASTM E 84, AND UL 141�i 1 PROVIDE ABE5CO FF200 FR POWDER ROOM KITCHEN (OTE: I EXPANDING FOAM" (OR EC�UAL) ALL PLUMBING WORK I 1 AT ALL PENETRATIONS IN FIRE SHALL CONFORM TO I RATED WALL5 AND LOCAL PLUMBING CODE p .I FLOORS/GEILINOS. PRODUCT IY KITCHEN GREAT ROOM CONFORMS TO ASTM E 814, O O _ I O 12 I 2 ASTM E 84 AND UL 14'7a :2"1 I :211 I u TI GLEAN OUT I p� IL I I I t I I B I 1 I B 1 I B i cA B I 2"1 I 3 I B I 8 1 12.. AS REa'D N � I 6A5 Z � 1 � 1 � 11 j 1 vl IX I FIREPLACE 1 = I ttL VENT 1 PROVIDE F.A.I. Ix 1 RANGE W.�. W.G. 1= I p I- I_ (SHOWER \. Iry----=-------- nl -- -Dw- ----m c\vl - c\vl �_lQi \I n SHOWER \ - -I - - -- --- -! - m REGULATOR - --i- - -- C - _ _.._ _.._ _..- - - _.._. _. _ _ _.._ -- - -- -- -- - -- -- - -- - - - - - GO ' 3.. 2 ' � I G.O. MECH. 1 I i OAS 5UPPLY 4 ROOM I I Q 4" HOUSE I I I TO STREET MAIN DRAIN G.O.: I 1 WATER MAIN TO OA5 0 MAIN PROJECT: ROOM 4 TO SEPTIC ?* Q 5Y5TEM w z ROYALTON ROW I IST i LOT 3 DESIGN A FLOOR i ' FURN. I L - COX NECK ROAD FL.UME31 N RISER - r ) AIN / NASTE / VENT FL.UME31 N RISER - SUPPLY' CCAS RISER - SUFFL.Y MATTITUCK, NY 11952 SCALE: N75 50ALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: p _10 f"'A DATE: 4/21/21 16 OF 16 -ri mss..! f•`u`r . I � W J 9 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE I— ® PROPOSED 2ND STORY 0 J E 5C_�,0FE : OE <ENroo' --_ _ .00 PROJECT LOCATION & SCOPE Z 247.82' '- - _ - - NEN 2 STOR"r ND. FRA�A ED DNELL I NC W1 TH ATTAGHFD O ARA E SITE PLAN &ZONING DATA = AND PATIOS. z ` OO2 ,QQ GENERAL NOTES J ENERGY TABLE J 00 S — :: STRUCTURAL DESIGN CHART Z o ,. \ \\\. \ \ Z cfl \\ \�, -0 ul - .�T\ / TAX\MAP # l000-Ila-o7-1a.32 HOEDOWN, ANCHOR BOLT, Z }. 4 / \ STRAPPING, & NAILING DETAILS Q Z Ti ` ZONING DISTRICT A-G FASTENING SCHEDULE LL w CD \ - - - - - - - - - - - - - - - -50' REAR YARD - - - / LOT AREA 0.7 ACRES Lo T4 ,QQ FRAMING Lo GRAPHICS o Q - ` WETLANDS DISTRICT N N/A BEAM CONNECTION PATTERNS vq J O / DEC, DISTRICT N N/A FIREBLOCKING DETAILS ui c — Q 1 QQ PROPOSED FOUNDATION/ SUFFOLK COUNTY HD APPROVAL R-21-0612 5 DATION PLANuj v STONE \... .,::.. , , PATIO i M \ 341 5F / / HABITABLE SPACE PROPOSED = " J \ / U J \ ' BASEMENT AREA 1,65q S.F. Ix PROPOSED FIRST FLOOR PLAN Q � \ DRIVEWAY _ �/ �� / FIRST FLOOR AREA 2,058 S.F. \\ GARAGE / t•C� .�,.w�.. \ \ 622 SF -- 2 STORY HOUSE 4 SECOND FLOOR AREA 1,686 S.F. 058 SF FOOTPRINL TOTAL BEDROOM COUNT 5 a m \, `-`----- PROPOSED SECOND FLOOR PLAN , 4 •xa�\.,:�\•,:a.\„ `y`.�,.e��:a.,..a,,..,,..,,..,..,;,..,.\.w��ea\'':, w\�� e�\,.,\:x `Sv��':p,.ecE.�o,,_\\^\\a MAO \ PATIO 4io / % LOT \ 121 5F , / DESCRIPTION (FOOTPRINT) AREA COVERAGE —2O 1 ,QQ PROPOSED EXTERIOR ELEVATIONS TOTAL LOT AREA 32,083.0 S.F. -WALKWAY- - _ _ _ /' f _ 40' PROPOSED BUILDING 2,058.0 S.F. 6.495 \ - J 622.0 S.F. IAS A-202 .00 PROPOSED EXTERIOR ELEVATIONS k / PROPOSED STONE PATIO 4'76.0 S.F. 1.5% o TOTAL AREA OF ALL STRUCTURES 3156.0 S.F. x.895 IrO / **MAXIMUM LOT COVERAGE ALLOWED - 20% .00 BUILDING SECTIONS m 0 1 / 0 Q a„` >, —�02 O NS04 DESIGN DETAILS REQUIRED PROPOSED COMPLIES Q ROI ALTOI�l I�O1/� FRONT YAIRD 40.0' 55.5' YES zw wo SIDE YARD 15.0' 41.0' YES — 0 •0 DESIGN DETAILS N Ln m p BOTH SIDE YARD5 35.0' (i2.4' YES w w w = z 0 REAR YARD 50.0' '74.5' YES 0 z z 5-101 .00 PROPOSED STRUCTURAL PLAN V � U w T1 04 SITE FLAN ” W Im SCALE: P-O" = 20'-0" �j- 1 O2 ,QQ PROPOSED STRUCTURAL PLANIlk o 0 PROJECT: 51TE LAYOUT NOTES: I. THIS IS AN ARCHITEGT15 51TE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED S- 1 Q�j,QQ PROPOSED STRUCTURAL PLAN ROYALTON ROW SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE LOT 3 DESIGN A ARGHITECT'5 BEST OF KNOWLEDGE. `I 2. SURVEY INFORMATION WAS OBTAINED V FROM A SURVEY DATED SEPT. 1.7, 2020 AND PREPARED BY: i O I .00 PLUMBING RISER DIAGRAMS COX NECK ROAD i PETER A. GROBEN GAS RISER DIAGRAM MATTITUCK, NY 11952 LAND SURVEYOR P.O. BOX -104 RIDGE, NY 11161 TELEPHONE: (631) 841-4150 ';3� ,�...tiy` •��:¢,, °, ``,�\.. g�4d. �':t?;;a£ '�a -a t r � E .�m"E, } ��\ s3 •� t� :r x x y .�. $ ,.haw:���- s..E;.• �t�':=- '\\\�\� :: '� ?; i I' ax.. \\\ \ �< PROJECT L \\\ll & SCOP „ is \a\. `cam..° '. j: ,�� ,_ :�_\ SITE P � : ' LAN & Z ZONING :�_ �,. .�..a�:: `,.: .�::i°:'' G DATA ° A ' •:P>\.,:¢:..,.,�\.• �.� i• ,.� •., .x$ e:.S .��, .���,v� a. :rL\g+4a'e..:,:'F:.�� .•�:;i'•d,'r `'av�<S~.•` ,�... ::Rx°> 'k•�z„„si ,a.. a :.: v xx .�i 4.: \t k '§5 £ A ° F ., r: S •� E ,.\,. .9,.` ..` ,.,aA''. ;.Xi:: •.2•., ,s •.sm§'a OR < II PAGE: FF :_,: \ES' E3,Jr 71” i. -00loOl :. a�x, x� "'M \: s . r�5x x \ tv\ ..0\`" $ Irs ON .�. � �• NM' \ \, C,<: , \.\4::b' .y ...��i: \w\ t ^c\.\\ tom,` ,\\ �\, :\„`' ,o 'a. \. 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ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Flo = V75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT �� �( I 101�5 NOTES 4 SPED I�'I G?ATI ONS OTHERWISE NOTED. PR ANY MATERIAL OR METHOD OF CONSTRUCTION NOT AUTHO 17Y LY HA APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP TRIS GONSTRUGTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING < 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR T F5TING BY AN APPROVED THE FIRNT AND SEC IN SUCH A MANNER TO AAAURE THAT THE CONDITIONS OF Q P, ro6ETHER AT ALL TIMES. IT 15 Also THE GONTRAGTOR's RE5PON5IBILITY TO READ ALL NOTES, AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD K KIPS (1000 LBS) 8" MIN. FOUNDATION EXPOSURE. 'Q 5PEGIFICATION5,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2 ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE BASE FLOOD ELEVATION MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT.,U.O.N. BLDG. BUILDING MAX. ii MAXIMUM J GENERAL 15 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM MEGH. 11 MECHANICAL Q APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MIN. MINIMUM C) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYP5UM,HARDBOARD,AND STRUCTURAL STRUCTURE/SITE SHALL BE FIELD VERIFIED 13Y GENERAL CONTRACTOR. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS BOT. BOTTOM NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia58 RULES SPECIFIED IN 1.1 THROUGH 1.6. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, UNTIL I TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF WALL NYC BG NEW YORK CITY BUILDING CODE F- :; AND AUTHORITIES HAYING JURISDICTION. U•O,N• I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• FOOTINGS TO BE POURED GCNCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING JOIST O.G. ON CENTER O . 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE ORADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED a OF THE OWNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE DBL. DOUBLE OCG. OCCUPANCY 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SOLID WITH CONCRETE. Z 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6RADEMARK SHALL INCLUDE AN EA51LY DISTINOUI5HABLE MARK OR q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O SHALL BE CLARIFIED WITH THE AROHITECT/ENOINEER BEFORE PROCEEDING q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INVONIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE WITH THE WORK. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gq. DIM. DIMENSION FF. GONG. POURED CONCRETE _ 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 �_ 6. NO DEVIATIONS OR 0HAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4,000 F.B.I., U.O.N. D.J. DECK JOISTS PL. 1 PLATE Q p UNLESS APPROVED BY THE ARGHITEOVENGINEER. ON PAGE 0-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE: PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Er ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 11 MIL. POLYETHYLENE VAPOR BARRIER UNDER EA. EACH PLYWD. PLYWOOD -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J BEFORE THE START OF FRAMING APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: A55EMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. FEE/. ELEVATION P.T. PRESSURE TREATED ; J WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 oo 8. DRY WELLS AS REQUIRED BY STATE AND, LOCAL CODES. II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING EQUIP. EQUIPMENT REQ'D REQUIRED Z d' O 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES I -1- NAILING AS PER FASTENING 50HEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS Z_ (� (I) WALL TIE PER (3) SQ. FT. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL EXIST. EXISTING RI RISER I.. ,__I � � 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE Y � O 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, � 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. EVALUATION REPORT. EXT. EXTERIOR RM. ROOM Z >: CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. Q Z ,H 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. F.A.I. 11 FRESH AIR INTAKE R.R. ROOF RAFTER N II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. uj W UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. LL ' AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ;FAR FLOOR AREA RATIO ATL- STEEL Lo = L� PERMISSION FROM THE ARCHITECT. 14. PROVIDE: 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES EXCEED V-O" AND AT EVERY V-0". C70VERNINO BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS A5 F.A.V. FRESH AIR VENT S.V. SMART VENT 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 SET FORTH IN THE MANUFACT'URER'S CODE EVALUATION REPORT. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENOINEER. NO O Q RESPONSIBLE FOR DESIGN INTENT ONLY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. T I J O I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE Also PAGE FF FINISHED FLOOR TBD TO BE DETERMINED 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY w 1 ix 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ ENGINEER. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE F.J. FLOOR JOISTS THK. THICK � TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 1"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. FRGS FLOOD RE515TANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL U BROOM GLEAN. la. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A I F_' 15. THE CONTRACTOR SHALL CARRY WORK1r1AN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD = J GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM MIN. 10 DEEP PROJEGTINO 6 ON EACH SIDE OF THE FOUNDATION WALL. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES WALLBOARD, ASTM 03'1 SPECIFICATION FOR 6YP5UM LATH, OR A5TM G7q PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK V J AND ORDINANCES. FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRPR. FIREPROOF T�-P. -n-PICAL 0 , Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING l."1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED GYP- BD. GYPSUM BOARD P.O.N. UNLE55 OTHERWISE NOTED Q AS PER PAGE 6-003. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER MEET THE PROVISIONS OF AN51/AHA A135.4 BA51C HARDBOARD OF AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 5" �� - ! .zz „':.J,„�,,„, COMPLETION OF PROJECT. DEEP d 3'-O" BELOW GRADE. H.D. ii HOLD DOWN V.I.F. VERIFY IN FIELD .,,.�. 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DING. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HDR HEADER 11 w/ WITH TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: ASPHALT ROOFING SHINGLES <° ,,: av ARGHITEGT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND METAL BY REPEATED BRU5HING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL SLOPED ROOFIN6 SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING HNGR HANGER WD. WOOD ~'°•, 11 - AGAINST ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLUDIN6 A55OR55 NO MORE. ALSO, FOR HARDWARE U5ED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL . ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE SHINGLES OR APPROVED EQUAL. €, CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER INSUL. INSULATION ZR � ZONING RESOLUTION THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND 2, SHINGLES SHALL BE AP',°LIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ` 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE INT. INTERIOR INJURY TO OR DE5TTRUGTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL r ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE LINE. d 24" FROM ALL VALLEY'S,AND ROOF FLASHING CONDITIONS. WHOLE OR IN PART BY ANY NEGLIGENT ACTOR OMISSION OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. EVALUATION REPORTS. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY A. TRUSS JOIST MGMILLIAN IAE MIGROLAM 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF -EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY B. GEORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND CONSTRUCTION. BE LIABLE: REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET �I I I I `� �I �I C, �I /�I � �/� �I`� PARTY INDEMNIFIED HEREUNDER. A. 7RU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROV15IONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 4• ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S I 1 `�SU L A I I O I `l � F E I `�E 57RA7 I O I `� Ra 0 U I RF I IFI `� I METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT SPECIFICATIONS. �°v. ALL MATERIALS, ASSEMBLIES, AND ME BUT NOT LIMITED TO FORM-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR SLOGKTHO OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22' I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 5. NAILING OF ROOFING SHALL BE TO CODE. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, PROPOSED DESICcN GODS PRESGRIPTIYE VALUE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PEGIFIGATIONS, COMPONENT AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND ib GAGE STAPLES ARE I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS GODS EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY PERMITTED VALUE G I TTI ON (PER 2020 NYSEGGG) COMPLIES AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GORE AUTHORIZATION OF THE AROHITFOVENOINEE'.R. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I 11 1 2 let. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2:12 PITCHES TO 4:12 PITCHES 0 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE = 0.25 MAX. U-VALUE = 0.52 0 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 ,FM/5F YES = PERTAINING ARE TO BE FIELD VERIFIED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR AIR LEAKAGE = 0.30 GFM/SF IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. PER 8402.4.3 � TABLE 8402.1.4 - CLIMATE ZONE 4 m 20. CONTRACTOR TO REMOVE 8 RELOCATE: A5 REQUIRED ALL EXISTING WORK HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. R-4q SPRAY FOAM INSULATION "1" WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 6YP5UM WALL BOARD CEILING R-VALUE THICK (R=7/INCMIN. R-VALUE = 49 H) YES 0 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT PER TABLE 8402.1.2 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED As PER MANUFACTURER'S MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I COMPOUND METHOD. OR R-4q BATT INSULATION U- SPECIFICATIONS,UNLE55 NOTED OTHERWISE. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE C70VERNINO BUILDING GORE, AND ANY ADDITIONALa R-21 TOTAL: Z 22. PROVIDE FIREBLOGKINO A5 PER NEW YORK AGGESAIBILITY' STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS N EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) OF THE HOLE SHALL NOT BE CL05ER THAN 5/8' TO THE EDGE OF THE STUD. REPORTS. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5EGTION. DEEMED APPLICABLE. FRAME WALL R-VALUE 2" THICK (R=7/INCH) PER TABLE 8402.1.2 - CLIMATE ZONE 4 YES a 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL R-15 BATT INSULATION Q UNAUTHORIZED USE UNDER FEDERAL LAW 51' THE ARCHITECTURAL WORKS 25. FOR NEW WALL5, A PERFORATED 5HEAWALL SYSTEM I5 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2. . 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS Z R "1w COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET R-30 BATT INSULATION; MIN R-VALUE = Iq w NOTES, AND TABLES ON PAGE 6-003 +€ 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FLOOR R-VALUE SPRAY FOAM ® RIM JOIST PER TABLE R402.1.2 - CLIMATE ZONE 4 YES v CODES AND REFERENCE STANDARD: SPECIFIES THE REONAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL N uj � I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 5PEGIFIGATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. m w0 STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTIAL GODS, 2020 SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAO 5CREW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ MIN. R-VALUE = 15 (CAVITY) AT INTERIOR OF WALL BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR YE5 Z In w NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS ff MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (G) w w 0 STATE ENERGY CONSERVATION CONSTRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS N Z 2.2.3. TRUSS METAL CONNECTOR ..PLATES: TRUSS METACONNECTOR PLATES TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. QZ 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN COMPLIANCE STATEMENT: U U- U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 ALL OPENINGS. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. � Ti (AF4PA) AMERICAN WOOD COUNCIL (AWG). WALL w/STEEL SHIMS B A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOL75 ® 6. FASTEN 6YP5UM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. N 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TTRAPPIN6 SIZE AND PLUMBING CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL � N MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBING Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DWV) C] 14 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS SYSTEMS TO NYS PLUMBING CODE AND NYS DEC, REGULATIONS. TABLF- R50I.� CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, GL I MAT(G $ GEOGRAPH I G DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb'i STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA -TO AND 2020 NEW YORK STATE ENERGY CONSERVATION w/b" RISE 4 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. CONSTRUCTION CODE. SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL OHANGE5 IN DIRECTION GROUND SNOW LOAD 25 LBS OLA55 WINDOWS AND DOORS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WA5TE PIPES. STRUCTURAL MEMBER ALLOWABLE ROYALTON ROW I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER LOT 3 DESIGN A ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2. 6LA55 DOORS AND WINDOW 'S S SHALL NOT BE INSTALLED UNTIL PROPER MANUFACTURERCODE EVALUATION REPORTS. FOOT. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-qq AND 2018 55G HIGH WIND EDITION WOOD FRAME CLEARANCES ARE PROVIDED. L/180 CONSTRUCTION 2.2.7. 5CREW5: 50REW5 SHALL COMPLY WITH AN5I/A5ME B 18.6.1 5. GENERAL TRAP AND WASTE 51ZF-S AS FOLLOWS, UNLESS OTHERWISE NOTED: W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED WOODSORFNS (INCH SERIES). - P15H WA5HER.........................................2" SEI5MIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. WITHIN I8" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, - KITCHEN SINK........................................2" 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT UNLE55 OTHERWISE NOTED. MECHANICAL CONNECTIONS: _ SHOVWER/RTUUB........................................22" INTERIOR WALLS t PARTITIONS H/180 WEATHERING SEVERE' COX NECK ROAD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - TOILET........................................................3" BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEVDATION5. MANUFACTURER'S SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY .................................................2" FLOORS 8 PLASTERED CEILINGS L/360 FR05T LINE DEPTH 3'-0" MATTITUCK, NY 11952 3. METAL PLATES, CONNECTORS, SCREWS, (BOLTS AND NAILS EXP05ED - FLOOR DRAIN..........................................3" 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR 5U5JEC'T TO SALT CORROSION IN 0OA57AL ENERGY CONSERVATION CONSTRUCTION CODE. BY "SIMPSON" MANUFACTURER. 6. ALL 5Y5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" TERMITE MODERATE TO HEAVY '" AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THROUGH ROOF. EXTERIOR WALLS w/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ICE BARRIER REQUIRED YES GENERAL NOTES S+fEATHING AND AIDING, FRAMING ANCHORS OR TRUCT RAL SHALL BE ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FR05T-PROOF HOSE 5155 WITH EA51LY ACCESSIBLE DRAIN +� EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 . T LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN COCKS AS REOV. HOSE BI55 SHALL BE PROVIDED WITH BACKFLOW ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD5, HEADER STUDS 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" PROTECTION. AND AT LEAST ONE STUD AT EACH SIDE: OF OPENINO. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/126 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NG WITH BACK FLOW PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 8• ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEAR5. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL RAFTERS. q. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH HEALTH DEPARTMENT STANDARDS AND REGULATIONS. b. UPLIFT CONNECTORS SHALL BE PROVIDE=D AT EACH RAFTER BEARING. ANOTHER WINDOW T MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 6. ALL FASENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL DESIGN LOADS PAGE: CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS OF THE PRODUCT BEINO INSTALLED 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TO CONGEALMENT OF PLUMBING. 7, FLOOR TO FLOOR HOLD-DOWN5 TO BE (PROVIDED EVERY 48" AND EVERY CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY � [USE LIVE LOAD DEAD LOAD G-002m0l. Ib" WITHIN 4' OF EXTERIOR CORNERS. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS ARCHITECT 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE.REQUIREMENTS. NO NOTCHING AND BORINGOF STRUCTURAL MEMBERS SHALL BE PERMITTED &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TEMPERED 6LA55. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. ELECTRICAL: DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH P-ATE. ANCHOR , I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DATE: 04/29/22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7' IN GONGRETE/MA5ONRY 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. INSULATION TO 2017 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE PA55ANGER VEHICLE GARAOES 50 sf A5 PER PLAN 2 OF 16 FOUNDATIONS. ANCHOR 5OLT5 SHALL BE LOCATED WITHIN 12 OR CORNERS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ENERGY CONSERVATION CONSTRUCTION CODE. p AND AT SPACING NOT EXCEEDING 4' ON CENTER. MISSILE TEST OF ASTM Elggb AND A5TM E1556 AS MODIFIED BY 2020 NYS 50 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FOIL TO BE PLACED TOWARD WARM SIDE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf THE REQUIREMENTS OF AN APPROVED IMPACT-RE56TANT STANDARD OR COMPLETION OF WORK. AN51/DA51V[A 115. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf WALL5 FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: - 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE - GENERALLY, VERIFY OR PROVIDE HARD WIRED A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL FOUNDATION WATERPROOFING. SMOKE DETECTORS w/ BATTERY BACK-UP IN: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �F��D Rcyp BE PERMITTED A5 OLAZING PROTECTION. PANELS SHALL BE PRECUT AND \G> O, ATTACHED TO THE FRAMIN6 SURROUNDING THE OPENING. PANELS SHALL BE 3. GENERALLY,UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: A. EACH SLEEPINO ROOM SLEEPING ROOMS 50 psf 15 psf C'J j, 0 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - q' R-30 FOR FLAT GEILINGS (V PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - 8.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS B. OUTSIDE OF EACH SEPARATE SLEEPING Er r R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF STAIRS 40 psf 15 psf Q . 0 CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) ON THE BUILDING. - 5.25 R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200 psf 15 psf G. EVERY LEVEL OF DWELLING tp IQ•i (BASMENT, FIRST FLOOR, t SECOND FLOOR, ETCJ -" Q g psf 12 psf FOR ATTIC '9T 370_.1`�� + ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 MECHANICAL. FUEL OAS: p 15 psf FOR OATH. OF NES i I' I ___jj A - I. MECHANICAL AND FUEL GAS SY5TEMS SHALL COMPLY w/ THE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NY5 MECHANICAL CODE AND FU=L GAS GORE A5CE '7-10 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) Q a. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. STL. 'W EXISTING TO REMAIN WHEN APPLICABLE) NEN FOUNDATION WALL EW WOOD FRAME (L.G. Q j STL. WHEN APPLICABLE) 00 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \ WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS V O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. D ~ NEW 2-HR FIRE RATED O O WOOD FRAME (L.G. STL. p (L WHEN APPLICABLE) D t>J � Z O 2 ' H Z FOUNDATION PLAN NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEW MECH. ROOM: , . • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD II I. NEW FURNACE (RHEEM PRE5TIA6E SERIES 4 ()0I 1 ' II J 8 SILL SEAL TON)8 RHEEMGAS WATER HEATER TO THIS - - - - - - fi�- - - - - - - - - - - - - - - - - - - - - I Z wtt O • ANCHOR BOLTS AS PER PACE 6-003 LOCATION ( � (� • P. GONG. FOUND. WALL AS PER DETAIL UPON _ 2.INSTALL AS PER MANU. 5PEC.'s 8" P. GONG. cu � r•I • P. GONG. FOOTING AS PER DETAIL ( I -J 3.F.A.I. THROUGH WALL I RISER WALL 0 Y'I O • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE in 4'-II" 5'-3y" 1 D Y ' • B.O. FOOTING 3'-O" BELOW 6-RADE MIN. 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF • 1/2" F-XFAN51ON JOINT ® PERIMETER OF SLAB (WHEN MEGHANIGAL UNITS AS PER NYS MG 306.1 2 I Q Z V-1 APPLICABLE) b.MAINTAIN ALL APPLICABLE VENTING B ( I B PATIO ABOVE I I I � J N - - - - - - - - - I _ "' LL • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / CLEARANCES REQUIRED PER NYS MG 804. L___ _- - - - - - - - - _ _ _ STOOPS (WHEN APPLICABLE) -1. DISCONNECT,REROUTE, d RECONNECT - II- 5 I I LO LLI � • MA50N TO ACCOUNT FOR FINISH STONE ON THIN 5ET EQUIPMENT TO FX15TINO PIPING AS REO'D D , r.. I 2 (` FOR HEIGHT OF WALL SLAI3 (WHEN APPLIGABLE) TYPICAL MEGHANIGAL ROOM NOTES: ' - A-4ol LO D O I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 0 ' - - - - - - - - - - - - - - - - - $ Tq J O --� q'-II" '14'-I" "DUROGK" (OR EQUAL) Wit ' I COMPACT HOEDOWN: 2. FOR WD. FR. CL6. AND/OR WALLS - PROVIDE (1) ,. I iv T p > BACKFILL IN b" I W ® HOLDOWN 'B' AS PER PAGE 6-003 LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON I I I 6'-�2" D =� L� ���I O S LIFTS;PROVIDE I _ GONG. WALLS) 4 O ' 3" GONG. SLAB 12 0 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. I ®_(11 r 0 I W/STONE FINISH 2B cV 0 O HOLDOWN: - I I 11--i/b" G.P. WI bo I I I - j( I I W SPEC.s AND AS PER NY5 MECH. AND FUEL OAS GORE STORAGE a_.a _ 2B HOEDOWN 'D' AS PER PAGE 6-003 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT T _ 8-7 S.F. p x y F.J. ® I6" O.G. I I I IT CONFORMS TO NY5 MEGH. AND FUEL GAS CODE '. ' TYP. STL. COL.: 5. COMB. AIR VOLUME A5 PER MANU. SPEC.s - PROVIDE �t p -•u dl •' ITT, 0 3 SEE NOTED DETAIL AS PER PLAN FRESH AIR INTAKE FROM EXTERIOR I I I N 0 z ( I IN j �6 - - -� 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL _� - - - - 13='' -\- - - 1 I - - ix EMERGENCY SHUT OFF SWITCH - - - _ _ _ _ _ _ _ _ _ _ _ a -1. FOR GAS SERVICE PROVIDE 6A5 SHUT OFF 5WITGH 24"x24"x12' DEEP P. GONG. PAD FOOTING .,. B 4 b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER , AS PER NOTED DETAIL (TYP) CLEARANCES AS PER CODE _ bB a. PROVIDE 3" FLOOR DRAIN 8 CONNECT TO EXISTING I - - _ _ _ _ _ _ _ SANITARY SYSTEM AS PER NYS PLUMBING CODE cv 24'-IO" - 4B 42"x42"x l b" DEEP P. GONG PAD FOOTING - - - - - - AS PER NOTED DETAIL (TYP) FREEZE PROOF HOSE BIB: I 12 FASTENED w/MASONRY ANGHOR5 (PRECISE I STUD WALL I LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I I -" J w/R-15 BATT 4 O24"x12" DEEP P. GONG. CONTINUOUS FOOTING �; INSUALTION I - NATURAL LIGHT 4 VENTILATION - AS PER NOTED DETAIL (TYP.) JOIST HANGERS (WOOD FLUSHNPSET BEAM): I I ►' _ > (HABITABLE SPACE) 13 PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH 14 \\ F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS 0 w FLOOR AREA I?7 S.F. L A ® 4" THK, P. GONG. SLAB w/6"x6"-10/10 W.W.M. - I "t" BASEMENT ® 0 REINFORCEMENT AS PER DETAIL Q I I W FINISHED p _ 4" THK. UN-REINFORCED P. GONG. SLAB FLOOR DRAIN: I 4 IHaO SD I pQ 5FOu p O m° B I 2 6 � LIGHTING;MIN. ,5% n 14 I bB 14.2 S.F. 21.1 S.F. 6B EXTERIOR 3 GUARDED FLOOR DRAIN w/3 TRAP I I I L 3 I O OF FLOOR AREA O �- VENTILATION;MIN. . GLIDING BASEMENT WINDOt�! IS NAVIEN WATER HEATER MODEL NPE-SERIES II-7/b" 6.P. WI 60 dJ f 45K OF FLOOR AREA '1•I S.F. 10.6 S.F. I 2 7 PROVIDE (2) 1."15"x11.8-i5" 6.P. 2.OE LVL HDR,FLUSH w/F.J.; =ua W O ATTACH I-JOIST TO HDR w/SIMPSON IUS2.56/11.85 HANGERS O (OR EQUAL) I I I F.J. ® I6" O.G. X Q O � r." LOCATE COL. .fl - I � •�Y .i � r -QILLZ RHEEM 115,000 BTU GAS FURNACE _ � ..• O8 FIRE RATED DOOR: c Ib MODEL#Wg5TGi151524MSA (OR EQUAL) �; O " I ' I c^w l� lu DIRECTLY 3 3 D 3 1 GL I 1; O 3 Xb 0.'15 HR. SELF-CLOSING .STEEL DR. I 6 7'-�2" -7-jY2 BENEATH CORNER $ I � . ' O " " I l0 3 4 - COL. ABOVE 4 4 IO r .. f` SINGLE SPAN STRUCTURAL MEMBER: ELECTRICAL METER: I I q (3) L'is°xa.5" a I ~ (3) 1.'15 xa.5 O.F. 2.0 (3) 1. 2.0E A i_ m O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS I'f REMOVE d RESET EXIST. ELEC. METER AS PER (3) 1.'15"xq.5" G.P. 2.0E -I O.P. ZOE LVL (3) I.-15"xa.5" 6.P. 2.OE F -1 LVL DROPPED BM. LVL DRO Bt1f. �. :•:',, •'. y ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY NYS MECH. CODE, 4 UTILITY CO. STANDARDS I 5 I ?` LVL DF;OPPED_BM. DROPPED BM._ _ LVL DROPPED BM. _ (3) I.'!5".5"" 6.P. 2.0Z _" _ T _ O ABOVE INDICATED POSTS. IL DROPPED 5M. ELECTRICAL PANEL: - I O -I L I L 15'-ly2" r PROVIDE 4Fii 'cv U. GONG. SLAB d l0 BEAM POCKET (TYP.) Ib NEW ELECTRICAL PANEL LOCATION;ALL I I I z INSTALLATION AS PER NY5 ELECTRICAL GODS STAIRCASE 16) RI 6" b'-3y2" b'-3y2" b'-3y2" -i'-lOy2" FOR A/C Z CLOSED 0 UNDERNEATH 14) Tr ®,t O" UP I 3'-6"- CONDENSER N Iq GAS METER: TOR VENT FOR CLOSET I I \ nA-5O 4B • I I I =� Q REMOVE $ RESET EXIST. GAS METER REWLA / r i r I I I 0 AS PER NY5 MECH. CODE, FUEL GAS CODE, t UTILITY CO. Ids-► -� SM/GO - " w 2 I.� x . IL i ( Z STANDARDS. GAS METER SHALL BE POSITIONED ® GRADE I G.P. 2.0E LVL 2 z i xl I I w Q FLUSH BM. in in I w U 51MPSON r w r, BED M#5 I I :'.• Q SOIL BEARING CAPACITY NOTE: 08 4 L I^" 4B I OF I Z O w LU5410 O STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 5 _ HANGER _ - I _ _ � w t7 SOIL BEARING 0APACITY OF 1.5 TONS/S.F. I ) 1.'15"x1'.875' j ,{ n - EGRE55 N ZZ " - P. 2.0 LVL = WINDOW O Z = N - - - - - - - - - - - - - - - - - FLUS BM. O � w/WINDOW I U tiU I= 13 Ia- 1 12 4 WELL t I kn N 0 I I LOCATE COL. _ j • A-401 W � - MI O L DIRECTLY p M/GO LOCATE Go 1 I - - - - - - - - - -- - - - - BENEATH CORNER n DIREGTL ,' "1 ' CV Iq FIRST. 13 - N 0, pi POST ABOVE O I BENEATH GORNE = 5 CV }- -� I \ D I L.FURN. J -n 24 = Q 0 0 COL. ABo .fl I WALK-IN q'-2" 0 04 I� Hca in � I GL. - - - - - - - - I a I I I o VIENT Ib b ® � 0 uQ� ' STUD WALL X G1 0 w W/R-15 BATT >Q -4y2" - - - - - - - J q PROJECT: IN5U TION t 3 ..:. O? 1�2 Ln O 4- 5' 5 MEGH. ROOM bB n O `1 - -12-q - - - cv01 m ( H STORAGE 6 . 6 1 4 a „ „ •:• \\ = 39 „ .. \.. in \ o .\•. \. r - 00 ROYALTON ROW \.:. ELEC. PANEL \. I - " LOT 3 DESIGN A \ � 18 +n -7'-4y" -O 2 It 2B �- - - - - -- - - - - - - - - - - - - - o\\\\\\ W+l 2B B 2B I TAG DESCRIPTION DOOR QUANTITY NOTES \\,... . _ \\ \\.. \\.\ \ I s �\ ,, ��� .� o X NECK ROAD \\ BACKFILL IN 6" - - - - - - - - - -- - - - - - - - - - - - - - - - MATTITUCK NY 11952 L LIFTS;PROVIDE MASONRY \\ "\ Q 3' GONG. SLAB 7 f .:... . _.. TONE FINISH PATIO ABOVEb- 2 6- 2 �5 , 3y„ , 3y„ . ...... .\..\..... \..:.:.\..... .may :.. \\\... - I �j � WING TITLE: J \\ 14 \ \ PROPOSED FOUNDATION PLAN \ \• - - - 2-2 D OI DOUBLE 3-O X-i-O 2 0: \ • (2) FIRST FL. i ' I cu UJI 02 SLIDER 1 12'-O"X7'-0" I '� yc;\: . o\ O O J \\ ����' \\ A-401 ` O (1) BASEMENT �- - - - - - - - - - - - - - - J 03 SINGLE 3'-0"X0'-0" 3 it ► (I) FIRST FL. SEG. FL. 8 P GONG D PAGE: \... , , ,. :: ......: \.., . .. :.\..\\ \.\\\\> \\. ..:,.,.,..:,, RISER WALL to .. \\\\\\.. \\.\ \\\\ \\\\, a INTERIOR BA5Es1 IENT ., \\\:.,: ...\ \\ \\ . \:c,:r 04 SINGLE 3'-O"X'1'-O" I ��:` u 'r'\' \ 0. Al "15-HR FIRE ®� 0 .1mont 1 \\ / \ 11\0 D J RATED \\\\ \\ mw N\111�Wli "M 77 \.. \: IMN%w \ \\ .. :...,...,... ''...,.. ,: •.:.\:<�:>..:: 'ice., � �.. „ \ .\\ � �. \tt<... �\,\��.. � . `ON (2) BASEMENT 05 SINGLE IF 3'-O")Ci'-O" 6 • \I3 "\\\\\' i" `' (2) FIRST FL. 2'-Io° a'-4° 2'-10" 04/29/22 10-M \\ .:::,:.;ig (2) SEG. FL. DATE: 5 OF 16 O6 SINGLE 2'-8"X"1'-O" I ` `_ (1) FIRST FL. I�' >: 1 `.'; (2) BA5EMENT I° E 07 51 NOLE 2'-6"X'7'-0" 7 \ >� ;y `\ \\.,. ' ���\ ,.: \\ ,\> ,: (2) F I RST FL. R `M1 IM SCJ yj , (3) SEG. FL. C (1) BASEMENT (7 08 SINGLE 2'-4"X'7'-0" 3 ` "i (I) FIRST FL. Z v \ \ (1) SEG. FL. O (1) BASEMENT i 11X-71-011 \00\J.,�.-� OQ DOUBLE 2-O3 �► (2) SEG. FL. \\\\` \\\ \\. (1) FIRST FL. 7 10 POCKET 2'-8"X7'-O" 2 i, \ \\\ " \m 'Y �3 g \ \ (I) SEG. FL. 4 _ \:; .... PROPOSED FOUNDATION FLAN OF NE`N� (1) F I RST FL. I I POCKET 2-4 X7-O 3 a - ° (2) SEG. FL. is 2/062 S.F. Ci�OsS AREA SCALE:. I/4" = I' O" 12 51NOLE 1=2'-01-x-71-01l �=:2 (2) BA �1►\\\\ c ;' SEMENT 0EI ` ERAL 5 I �50L= <F I 34'-I" 12'-Sy2" Q NEW PARTIAL HEIGHT NATURAL LIGHT $ VENTILATION _ EXISTING TO BE DEMOL15HED WOOD FRAME (L.G. STL. (HABITABLE SPACE) W Lu 6'-4y2" b'-`Fy2" W WHEN APPLICABLE) FLOOR AREA 284 S.F. m EXISTING TO REMAIN .1 WR5 NEW FOUNDATION ALL REQ. S.F. PROV. Q [ NEW WOOD FRAME (L.G. Ll Q STL. WHEN APPLICABLE) LIGHTING;MIN. 8% _ OF FLOOR AREA 22.7 S.F. 72.0 S.F. O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 2 B POST FOR 4" WALLS VENTILATION;MIN. WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 4% OF FLOOR AREA 11.4 S.F. 15.0 S.F. J POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED II'-2" 4'-0" 211 17'-q" WOOD FRAME (L.G. 5TL. .f/ 2'-I" 3'-O" y2" 2'-lOy2" 3'-JY2" 12'-O"-�- 2'--V2" a WHEN APPLICABLE) I Z O FLOOR 01 PLAN NOTES °j I m � Z ' DOOR NOTE: NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O 1. NEW WA5H /DRY HOOK UP W OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ SIZE OF EQUIP. E C 4 C 4 J J 00 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REa'S PER MANU. O I � > '� O 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S t 3.PROVIDE (2) 2x8 HDR.,U.O.N. DRYER EXHAUST NOTE: 7 BATHROOM#I Z 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY Lam q8.8 S.F. 0 OPENINC5 t Q Z STAIR $ RAILING NOTE: 3.DUCT 51ZE AS PER MANU. I ;,o;e„. V" 91. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER II'-by2" _ W 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN . 4 ( - 6 4, ; IxLo 2. 42" HIGH GUARDRAIL SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT To ALLOW PA55AOE OF A 4" m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 4'_Or D 0 ; TVEN m H 36" HIGH HANDRAIL d SPINDLE SPAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO I j I m rl J O TO ALLOW PASSAGE OFA 4" SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED Q;,'�.,. . _ 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. _ 03 BEDROOM #I W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r 1 r I 02 DINING ROOM I ALl WOOD FRAME STAIR: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS N 25'-0" - 284.-1 S.F. 15 11 131.6 S.F. - ® I. SEE NOTE ABOVE FOR STAIR B RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST F F F I F I 4 2.RAILINGS SHALL BE WOOD OR PVA. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL - - - - 7. MAX.E ENGTH SHALL NOT EXCEED 25 FT FROM DRYER ( I I I = W CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE A = I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 1 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° I 4 J FASTENING SHALL $E AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT AS REa'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. O r COATING I J A 3.SEE FOUND. PLAN d DETAIL NEW FLUE: 6 • I Q I I \•:.,� SMOKE DETECTOR / GO DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED To WU� O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS I SM/GO 0. - - - - - - - ,\\ PER MANU. SPEA.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ SMOKE /CARBON MONOXIDE COh1BINATION DETECTOR HARD WIRED TO EACH OTHER w/15ATTERY BACKUP. 1/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHASE I I SECURING ® STD. SIDE WALL ON PAGE 6-004. 2.INSTALL ALL AS PER MANU. SPEC,.'s j 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE5A0 FF200 FR EXPANDING FOAM" (OR IN COMPLIANCE WITH LOCAL GORE EQUAL) AT ALL PENTRATION5 AT I 10'-3" 4'-b" GREAT ROOM I = � FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM - - - - _J 2 GAR I II I 444.4 S.F. E 814, ASTM E 84, AND UL 147q. _ I GARAGE WALK-IN GL. I 1 i WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY �; 0 I 5x1.0 S.F. , 51.2 S.F. I O 01. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". in �t 14 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING _ _ _ _ i - - - - - (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE IN5TALLED WHERE 05 SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL I AND DOORS" ON PACE 6-002 IF CASEMENT CIRCULATION THfZOU6H WINDOWS OR DOORS TO WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION I B STRAIGHT ARM HINGE WHEN 403.5.2.3; INSTALL AS PER MANU. SPECS 4'-O 6'-7" KITCHEN 282.5 S.F. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE O • TILT WA5H i O I6) RI .b" UP I I O 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. NEW ATTIC ACCESS - PULL DOWN STAIR: _ I t MING ELEMENTS AROUND O I. MIN. 350 # CAPACITY O (14 Tr ® 10 ` it 0 - 4.SEE PAGE 6-003 FOR FRA L , ( I - - -®-- - WINDOWS (TYP. FOR ALL) U.O.N. 2 51Z TO FIT MECH. EQUIP. THROUGH OPENING (MIN. I qA-50 m N EGRESS NOTE: 3.0.75 HR FIRE RATED IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING O O O GORE, SECTION 8310.2.1;THE FOLLOI�(IN6 MEANS OF 5. INSTALL A5 PER MANU. SPEG.'s E68ESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 4 I I I Oi Q 3-4 • I L D/W I NET CLEAR OPENINO........... 5.7 S.F. I 'I` NET CLEAR HEIGHT............... 24" MINIMUM Oq 8" SQUARE STRUCTURAL PERMAGAST COLUMN - - - - J „ : I 5M/GO I I B 0 NET CLEAR WIDTH................. 20" MINIMUM ( CL OTYPICAL PLUMBING/HVAC SHAFT: n 4 D ( 4 N .9 - - N 10 PRECISE LOCATION $ SIZE TO BE DETERMINED IN FIELD OS DN - = O7, 7 ,171777 RHEEM 4 TON AIR CONDENSER MODEL NO. 05 - II RAI648AJINA (OR EQUAL) - _ 0 1 HALLWAY ( 1 - F' I - w a 6y2" N O Q I j 's ;� t'« N m O D m 27'-q" t- Q 4 10 j. w w W - PARLOR I I _ O z ;n V. I in 142.3 S.F. s o Z = o O OWDER ® ; I of O PANTRY £a p " 0 - 42.0 S F. \ ,.ROOM O 34.-1 S.F. G „r. in W ei MUDROOM r I r d \ G I C 4 4 - N 4 4 CfE r n i " gi_-1n ren 13-8 5-O p o E' :�: j77 7 - I PROJECT: 4'-q" q'-2" 3'-4" 4'-3" ---8'-4y2"- 4 by2" 2'-b" 6'-O" 2r_bir 17'-2" I 11'-0" 2O'-�2" q'-7 R OYA LTO N R O W c.� .. ..\. TAG DESCRIPTION DOOR QUANTITY NOTES ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 4 Q COX NECK ROAD STRAPPING DETAILS. \ \ \. �. MATTITU K N \ \. 2 C Y 11952 IN :o \ �, >\. .��. :\ . EGRESS ..,. .::.: \ \.: v\. ,\\\ :.. \ \\.. \\\ \ \ \. ..... \.. . :.<...�.. . �. . • . ,..:_. •:._ .�•. \.. ..\:. \:. \ GEAR � �:� .:\ .,\ L DRAWING TITLE: . _ ._ .:\.\� \ .. � ......... �: \�: �'w ( \ WINDOW DIMENSION \ .. \ ..\ \\. \ \ \\ \.. \..... \ \ o.\\ \ \\ \o\� .. ENIN TAG TYPE MODEL # ,, - ..� ��\��,.: .., � \ \\:� � WIDTH REa'D: 20.. \ 2 wr \_ \ \ 2 FIRST FL. \ ,...: H[ICH " " PROPOSED FIRST FL of DOUBLE 3 o x-1 0 � \ a FLOOR PLAN \ \. : .. :.\` .I TRE 'D 24 O O i #3 ::\ HEIGHT:; WIDTH HEIGHT OPEN REO'D: v m ,; 5.7 S.F. NW km 02 SLIDER 1:21-011X7-C I "will' +►\ A DOUBLE HUNG WDH24410 - 4.: 2-5 5-O \ y: \\ \ :: `:.. (I) BASEMENT B DOUBLE HUNG WDH2432 \\ :» \ `\\ -4 2-5 5'-4 _ i u i n \\� "fit.. \, .off \\\.. \. ..�. 03 SINGLE 3-O X7-O 3 +►\ (1) FIRST FL. \• �\ - \:• \ EGRESS 15 O •, (I) SEG. FL. G DOUBLE HUNG WDH210410 ` ` =C `` 2'-1I " \\ \\\ (2) TEMPERED PAGE: \ \ . \ �m- --__ \\ \\. \ \.. \ \ \ \. \ <.a. ..\ \ .\. �ru r u \. \ \ \ \\. \ \\\. G SS .� .� �.. \� 11 5 8 E RE \ .•_��\. •�\ UN 2 \ .�. .\. .���\�.� \\ �\ \ DOUG E H G WDH21056 •`� 8 ' \ \ \ o \. \ --- - _ .\, :\ O.-i5-HR FIRE �... \\... \\ .. \\::::::,.:.\.. 4-O TEMPERED 04 SINGLE 3'-O"X-i'-O" I ` \ E PICTURE WPW310310 , :; „; • 4-t , . A-102u01 ;, \: RATED ,.\ _\\ Ell .:..,. \ \ \ � \ .. � \ \.x .... . ...,.. \oma:, ..��� . .. oa. - .\\ �� \ �... ... \.. �. �\\.. >� •o;, F TRANSOM W7R21021 - - --- _ i=i�0 O 17 T \\ < \\ \\ (2) BAS�MENT G PICTURE WPW56410 \ . , a. :. `• `;° 5'-7 5'-O " DATE: FLOOR PLAN 51NOLE 3'-O")C7'-O" 6 tlr a\\ \\ (2) FIRSL. _ _ 04/2922 6 OF 16 05 GROSS SCALE: I/4rr Ir_Ou .\ �8 S.F. H��IT��L� Si=,4G 80 S. . (2) SEG. . H TRANSOM WTR56111 2'-12.0 \ o .. \\ \ ;. \\. ., \\ \o \.: \:. r �� r �� \\ � \: \ :,. I) FIRST FL. Ob SINGLE 2-8 X7-O I \\.; :,::. \ \` \O\> \\` \\. I DOUBLE HUNG - \� WDH34410 :5 " r rr r �C} \,o: 3-5 5-O EGRESS .. (2) BASEMENT \ \c �I \\` \...: SINGLE 2'-6"X7'-O" "i �w: .\\ (2) FIRST FL. \\\ \ \\ \...,:'\<,., 07 \: \ \ ,I J PICTURE APH410410 \ la !will ...j 4 II 5 O TEMPERED .\ \ ow \\ ; (3) SEG. FL. \,\\ .. ,\ a I BASEMENT \\ ,: \ \ _ O K DOUBLE HUNG WDH38410 \ '�» " `' ' 3'-q 5'-O TEMPERED R 08 SINGLE 21-411X'T-O 3 1 \\ ;W ' (I) FIRST FL. \ ;,\\ \. p\, .< to �e '• a\ ��., (U SEG. FL. f #`. \ , r u L TRANSOM WTR21015 _ .,. \ \ 2-I I 1,--7 I BASEMENT .:., \.: :• ,: DOUBLE 2-O X7-C '� \\'� a..• �. r \\\ \....... \ D G �\ \�.•._ �\��: \. ....�:.;: (2) SEG. FL. _ 2`� ".. ��:. �.:.; :.;. 1 "�' M DOUBLE HUN WDH24310 ����>�.: ..��;�.��_'�_. -��' ��\�....; 2'-5 �" 4'-O �" .,��\';��� °\ ', ; I FIRST FL. :•��:a�.:. ��� N 10 POCKET 2-8 X7 C 2 +�► \:. a ,., \\\:\ \\ \,:..,.:: t� � \:: 10 \��::.. _ ��\��,_.° ..,�� (U SEG. FL. N DOUBLE HUNG WDH21042 �� :� _ " .•.. -�� �,���\ �.:, �4-4 2-II � 4-4 � 'Y)' 07405 71T, a��•- \ \\\„ (1) FIRST FL. .\� �.:..� \: \\.:. ... II POCKET . '=i: ' i.\ \ .R. r �F �..:, 2 SEG. FL. O DOUBLE HUNG WDH28410 :„ .\\ \5-Cy„ 2-a 5-O N E :ra• ff-12 51NOLE 2-O X7-C 2 \.►: ) \\\ \, (2) BASEMENT "xIF P TRANSOM FCFW60 ✓=I1 \::... a> 0E I ERAL E� NATURAL LIGHT $ VENTILATION I " I (HABITABLE SPACE) NEW PARTIAL HEIGHT D Q _ EXISTING TO BE DEMOLISHED FLOOR AREA 331 5.F. O W WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) % REO. S.F. PROV. J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LIGHTING;MIN.EA D � OF FLOOR AREA 26.5 S.F. 5q.0 S.F. � 5TL. WHEN APPLICABLE) VENTILATION;MIN. 13.2 S.F. Iq.o S.F. NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 496 OF FLOOR AREA POST FOR 4" WALLS J WOOD FRAME (L.G. 5TL. J (MIN. (2) 2"x6" STRUCTURAL WHEN APPLICABLE) P05T FOR b" WALLS), U.O.N. 4'-51/2" b'-6" 3'-OO NEW 2-HR FIRE RATED a WHEN APPLICABLE) (HABITABLE 5PAGE)WOOD FRAME (LG. 5TL. NATURAL LIGHT 4 VENTILATION cu Ib'-4" Dp Z BALCONY i w O FLOOR AREA 188 S.F. ➢ ,.. - - - - - - - - _ % REO. S.F. PRO\/. FLOOR FLAN NOTES � E 4 LOLAIEI I Q 0 LIGHTING;MIN. 896 DOOR NOTE: NEW LAUNDRY ROOM: OF FLOOR AREA 15.0 S.F. 43.2 S.F. 03 ; ::' '; O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O f. NEW WASH /DRY HOOK UP "4'-0" ` OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s VENTILATION;MIN. Tar S.F. 21.6 S.F. BENCH 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. 00 4� OF FLOOR AREA p7 I K `} K Q J OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REGIS PER MANU. - ' 3. DOOR TYPE TO SELECT 7 BA THROOM#2 Z 0) (D 4.INSTALL AS PER MANU 5PEC.'s 3.PROVIDE (2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: -p O J O --3'-�11 �1_�}11 i i O i 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR r is- Q Z e-I ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS g, STAIR RAILING NOTE: 3.DUCT SIZE A5 PER MANU. ' r-6'-O" VANITY - w W (fl O Lo Er X-i I. ALL NEW STAIRS SHALL HAVE MAX. R-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER -- -- no 4 MIN. 10" Tr - RISERS SHALL 13E CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 13'-10y2" to 2. 42" H16H GUARDRAIL 4 SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PA55AGE OF A 4" cD SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I O 36" H16H HANDRAIL 4 SPINDLE: 5PAGIN6 NOT SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO 1 ..r,: TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. 15'-6" 3_cly2 4'-4' I - b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r N `{ BEDROOM #2 W METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS in 4 WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. ® 2.RAILINGS SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL `r U W 5CREW5 WALK-IN GL. F- -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER C Oq i- 34.1 S.F. I = J CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 25 !" U J 2B 1 ; � 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES iv BEDROOM #3 5'4/2' I II Q z 07 EXTERIOR GRADE PAINT AS REG'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. COATING O 1955.6 S.F. \ I _ ; 3.SEE FOUND. PLAN 4 DETAIL ! _ NEW FLUE: - I I *IRE A x y a I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO 11 OSMOKE DETECTOR / GO DETECTOR NOTES: O EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS 4 3 LK-IN GL. 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARSON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ I 11.3 S.F. 3 FL6eR-,4RE >' HARD WIRED TO EACH OTHER vd/ BATTERY BACKUP. 1/2" GDX PLYWOOD 4 SIDING AS NOTED - "CHASE 5EGURIN6 ® 5TD. SIDE WALL" ON PA6E G-004. • t. : ;°" \ 2.INSTALL ALL AS PER MANU. 5PEG.'5 - 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESCO FF200 FR EXPANDING FOAM' (OR iV G 5M/GO i • IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT iq GL• SM/GO FLOOR5/WALLS/GEILIN65;PRODUCT CONFORMS TO ASTM N o5 pg - 05 E 814, ASTM E 84, AND UL 14�q. _77 r." 3.MECHANICAL FLUE TO EXTEND 3 O MIN. ABOVE ANY 3� WINDOW NOTE: ' O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". 5'-6" 4'-I -4,_95- I 41_111 gl_�II - 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 O I ATTIC (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE jh 6 HATGHI I - - SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL 1 m cy m IQ S.F. _p _01 „AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO L1 WINDOWS - ALL 05MNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 3'-Oy2" 8 SM/CO 5,_p,l qA-50 ¢ I 1 42 00 STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS w • , 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE - - --- -- TILT WASH NEW ATTIC AGGE55 - PULL DOWN STAIR: 3. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. 10 1 2 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPA017Y 7 BATHROOM #3 C.) I LAUNDRY/ WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 100.0 S.F. Q CLOSET _ --- - EGRE55 NOTE: 3.0:75 HR FIRE RATED ! 1 I 46.7 S.F. `� , `fl O BELOW OPEN TO O STATE 4.DBL. FRAMING WHEN NEW OPENING �D 5 IN COMPLIANCE WITH NEW YORK STATE BUILDING = M CODE,SECTION 8310.2.1;THE FOLI-OWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s N ' ® 010 EORE55 SHr4 r ALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 C O G 4 D! - m NET CLEAR OFENINO........... 5.7 S.F. - - NET CLEAR HEIGHT............... 24" MINIMUM I O Oq V SQUARE STRUCTURAL PERMAGAST COLUMN �., O NET CLEAR WIDTH................. 20" MINIMUM . , - ,.,, ,,..•.. ,._„•_...,..�._- ' TYPICAL PLUMBING/HVAC SHAFT: ' a (1 2 10 PRECISE LOCATION 4 51ZE TO BE DETERMINED IN FIELD N 4 I BEDROOM #4 - p 200.0 S.F. O O 3 � Q RHEEM 4 TON AIR CONDENSER MODEL NO, `� .v ~ U.1 II UJ RA1648AJINA (OR EQUAL) I 5M/GO - w FAMILY ROOM `� 3 : ( Q U- 200.5 I° 200.5 S.F. P J 4 O I m 0 LLI LLI N I • i 2 O 5M/GO I y N Z m U rZ U D a } 141_/211 O O m ✓ VV"7777", 4 K PROJECT: ., ROYALTON ROW .a•. ^. ,;,. «^?, c°: ,.'�: �' .� a\�\ "'",,,. \:i.%""=^*d` :o\•w �:"u?`a . ..yam.• � . .. ��.. .. �\\ \. .\ ,_: .\ \�\. :�� �`\'.e `tea;;.•. :�__. \ 0 3 DESIGNA alp \ \,:• ° \. .,.. . . . \\.. 4-8 q-2" 5-3 q-I -2y2 5-6 5-6 "i-3y2 7-4y2 .\\ \ ,. �' \ 1 " I 1 " 1 " " I " I 1 11 \\ f -3y2" II'-O" 14'-811 :.. Ida COX NECK ROAD TAG DESCRIPTION DOOR QUANTITY ; ,,.., „_• NOTES ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE 'G-003" FOR NAILING � \ \\ 5TRAPPIN6 DETAILSNMNZWz. \ MATTITUCK NY 11952 \ \.. \ \\ ..> \ NA Aft \\ Nth l GH \ \\ \ \. \. \.. ,\ �, \\ \ no DRAWING TITLE: \\ \\.. \ \ \ EGRESS ...\ .�.. .\\\... .\\ .. ... \\\\ . ..�\ .\. .>.\ ..\�:a:.. �..... . \ .... . .. �... _.�.... . ., w ,. " ..\ •a\.< \\ .�\\lam>`:. \ :.\.. IC>R . \....... \.. \. \\\o... \\.. \ \ \\ . \\... .... .\ ..,..:: �... � .\> CLEAR , . WINDOW DIMENSION IN --- - - ^\\ t7PEN4IEti 1 PROPOSED SECOND FLOOR PLAN # OPENING (1 to �•: \.. TAG TYPE MODEL ,..:.. Ia 2 ►:.. . .:..... „ r.. 2) FIRST FL. \ <:<' WIDTH REQb 20" O OI DOUBLE 3 O X"i O ,... .;;• . ,,, ( \:: HEIGHT REQ'D:2411 N -- >° , : Y1 ` !�( :. HEICFi"C\ WIDTH HEIGHT OPEN REG2'D: 5.'i S.F. 02 \. SLIDER 12'-O"X7-O I \ +► - - G SECOND FLOOR A DOUBLE HUNG WDH24410 2= ? �; 2-5 5-ORO OJ � J �OI�� �� � :. .�„ - - \ (U BASEMENT w, \: ,.. \ -� I 11 I II \\ �\ ''�\\� 3 .if.: � �� S' {E, � 1_ II I_ " 11 - 1 I) -O 3 + `: (U FIRST FL. B DOUBLE HUNG WDH2432 \,::, -6' \ \„ . -4 2 5 3 4 gT SCALE: 14 - I -O 03 51 NGLE 3 O X"i / (U SEG. FL. I,C 8� {'��cB I T�cB L Si�f�G I,�18 �.�- .�. GROSSR \.. \ ^::,:, \,• 11 EGRESS, DH210410 „.. ::.:: `-G> s .. :2'-11 5-O PAGE: \ \. G DOUBLE HUNG W � • \. \. ., .. \ TEMPERED \. \ \ \ 2 TE \ \.. \ .\\. ..\.. ... ...\.... ...\ .. �\\a ��\\�.. .. .�\\\. .._��\ ��\\ Vic., ..�\\�. .�`�. \, cgAm Aft, . ME �\. ��: Arm Ar IL \ \ \. » 2 II 5 8 EGRESS " D DOUBLE HUNG WDH21056 1! O.'(5 HR FIRE ■ 04 SINGLE 3 O )C 7 \\FD : : ::•:;\\ ;,,..' \\ RATE - \ < \ a:.:.,• ^\ \\. E PICTURE NFN510510 4-O TEMPERED ..........i, \ \: \ RM, 3 \>.. . . \ ...o . \.. \ \ \. . 24\. TRANSOM WTR21021 3.�t�.::.• �,. �;,�-�✓• 46 \ j F ���� (2) BASEMENT ,����.�; ���� �>:< ���; � DATE:: .. . 04/29/22 7 OF 16 SINGLE (2) FIRST FL. G PICTURE WPW56410 � ' 51_� 51_p 05 \ y �. (2) SEG. FL. •.,�; ..,. :�. ��: .. "°\\: j({ TRANSOM WTRSbIII "` .5'- \" .. . \ 5!_-� C$11 21_1all O6 SINGLE 2-8 X-(-O I \\"146", 151117 (I) FIRST FL. _ \\ „ J... 3'-5 ✓'-O EGRESS ;\ (2) BASEMENT I DOUBLE HUNG W17H34410 :. .: • , a 2'-6"X7'-O" 7 \ it `€ \ (2J FIRST FL. 'A�,,.... 01 SINGLE I o.= ,: j�ED ARC o,^ \ ;,< \:. �ti' .. E.\. 1 11 1 111 .. (3) SEG. FL. J PICTURE NPH410410 ? \'. 4-11 a 5-O 8 TEMPERED '��' ti NMI'I I BASEMENT s\c „ ::.:;'' :. E 21-411, -O 3 ii:,. .. (1) FIRST FL. K DOUBLE HUNG NDH38410 " .«{ j '"°"5` 7 ., 3'-Q 5'-O " TEMPERED 41 \ \ ,t IF I SEG. FL. '" ..\.. ::\..# .. ..ii \\\ I_II II 11_-7 II 10 ` 1 i_ I BASEMENT ". 2 ,, \\ O L TRANSOM WTR21015 .;: �i'3 _ e 1_011�/�(I_pll � \ \� .\j '3 _� \ - Oq DOUBLE 2 /��1 ,\` \ 2 SEG. FL. � ...ma, � 'cam (U FIRST FL. M DOUBLE HUNG NDH24510 .,6 ;w G7'' 2 5 N 10 POCKET 2-8 X7-O 2 \ \ \\ I SEG. FL. 0374©g y0 I FIRST F N DOUBLE HUNG WDH21042 ... 3 \ : 4-4 2-I IIF 4-4 F 11 I II o� \ \., (J L \\ \ I 0 F N E I I POCKET :21-4 X7-O 3 \\�.?r� \p '°\_:. F :.�:•. O DOUBLE HUNG WDH28410 12 SINGLE 2-O X"i-O 2 +r \ \ \ \\ (2) BASEMENT \ # P TRANSOM FGFW605 \\ ELE\/ATION NOTE5 Q 0 O ROOFING: W I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING SINGLES, COLOR 4 STYLE TBA (OR J EQUAL) (MIN 50 YR. WARRANTY) v- OROOF I NG: Q 2 1. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TBA (OR EQUAL) J OSIDING: RIDGE HEIGHT—_—_—_—_ I. SEE NOTE ® SECTION J 2. LAP GEMENT SIDING, COLOR 4 57YLE TBA (OR EQUAL) ELEV. +30.1' (MIN 50 YR. WARRANTY) O SIDING: --� ---� O4 I. SEE NOTE ® SECTION z 2. CEDAR SHAKE SIDING, COLOR 4 STYLE TBA (OR EQUAL) (MIN 30 YR. WARRANTY) ---�- 0 8" SQUARE 5TRUCTURAL PERMACAST COLUMN 12 O NEN 5/4"x 4" 'AZE< (OR EQ.) NINDO DOOR CASING: _ _ _ ___-- _ W Ixb FACIA5, FRIEZE, AND CORNERS J J_ 00 0 SIDING: _ b > O I. SEE NOTE ® SECTION SECOND FLOOR GEI_LING_HEIG_HT - Z (� 2. 4'x8' PANEL SIDING COLOR 4 5TYLE TBA (OR EQUAL) ELEV. +21.2' P-0I (MIN 50 YR. WARRANTY) OO 5ECOND FLOOR HEADER HEIGHTZ 1 b >: ELEV. +19.2' --------- - = Q Z r'1 N LL aw 14 I ( e-1JO O O O O O W . � r SECOND FLOOR LO ELEV. +12.2' F— U '7 W FIRST FLOOR CEILING HEIGHT_—_ U ELEV. +11.0' ------ FIRST FLOOR HEADER HEIGHT Q ELEV. +9.0' --------- - __ - - r<: _ ._.....__............. -- I�I- O i ar FIRST FLOOR -- ELEV. +2.0' --- � �- - O i BASELINE ELEV. +0.0' O SOUTHEAST ELEVATION (FRONT) 0 0 _ m O 0 0 z N D Q z W Z � W Q W U W Q Q U. Z = w I � Za N _ N N Q � 0 'a' O PROJECT: ell ROYALTON ROW LOT 3 DESIGN A 0 b i........_. 0 COX NECK ROAD O MATTITUCK, NY 11952 M i 0 DRAWING TITLE: 12 — PROPOSED EXTERIOR ELEVATIONS 14 PAGE: -- '7 -2011.■ 0 a'A ED F=7 © � a � 0 � 4 = F� Il = F s DATE: 04/29/22 8 OF 16 EIr7 � Ll F=-D � � � 0 � m � F=7 � F=7 D �C F ��.9 0374CJ NORTHEAST ELEVATION (fidIOHT SIDE) TF OF NES �r 50ALE: 1/4" = 1'-0" ELEVATION NO'TE5 Q 0 OROOFING: W I. SEE NOTE ® SECTION LU 2. ASPHALT ROOFING SINGLES, COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) OROOFING: Q 2 I. SEE NOTE ® SECTION 2. 57ANDING SEAM METAL ROOF, COLOR d STYLE TBA RIDGE HEIGHT (OR EQUAL) O ELEV. +30.1' --------- J 3 I. SEE NOTE ® SECTION 2. LAP GEMENT SIDING,COLOR d STYLE TBA (OR EQUAL) --- (MIN 50 YR. WARRANTY) / 0 12— a. -- I. SEE NOTED SECTION - 6 Z 2. CEDAR SHAKE SIDING, COLOR d STYLE TBA (OR — EQUAL) (MIN 50 YR. WARRANTY) O5 8" 5OUARE STRUCTURAL PERMAGA57' COLUMN — -- NEW 5/4"x 4" 'AZEK' (OR EO.) WINDO DOOR CASING: LLI Ob Ixb FACIAS, FRIEZE,AND CORNER:3 — SECOND FLOOR CEILING HEIGHT 00 SIDING: ELEV. +21.2 J O O I. SEE NOTE ® SECTION _Z Cfl 2. 4'x8' PANEL 51DIN6 COLOR $ 5TYLE TBA (OR EQUAL) SECOND FLOOR HEADER HEIGHT _ _ rI J O (MIN 50 YR. WARRANTY) ELEV. +1q.2' 03 Z }: d' = i TEMPERED TEMPERED \ --- J N UL LU 0 O TEMPERED O 0 I A I I III Hill 11 N = Lo O SECOND FLOOR — W 11 IT FIRST FLOOR CEILING HEIGHT 4 W ELEV. +11.0' FIRST FLOOR HEADER HEIGHT b U J ELEV. +q.0' \ OI I 3 Q -N O - as O 02 O O n TEMPERE TEMPERE � ELEVT 2.0 oR------�. 0 3E11 ILL O BASEL I NE ELEV. +0.0' O O NORTHWEST ELEVATION (REAR) _ a SCALE: 1/4" = 1'-0" O O J lL p Z N p p a F- w Z p w a U W a U) L< a LL. 00 w = t'3 � 0) a O Z = 12 -- - - -- -- U U -- - -- - w ri 15 � ---- --- _— _ 04 N Lli PROJECT: ROYALTON ROW - LOT 3 DESIGN A -- \ COX NECK ROAD 12 MATTITUCK, NY 11952 12fl DRAWING TITLE: 1212 PROPOSED EXTERIOR ELEVATIONS 4 PAGE: A-202 . 01O O 5 - I DATE: 04/29/22 9 OF 16 0 N ��RED Cy �5 �( P N9 j. X37445 y0� NE's SOUTHNEST ELEVATION (LEFT SCE) SOF SCALE: 1/4" = I'-O" BUILDING SECTION NOTES Q ONEW ROOFING NOTE (TYPI I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDIN5 FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS R:EaV) b.PROVIDE RIDGE VENT(A5 REOV) O 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REOV J t Q. INSTALL ALL AS PER MANU. SPEC.'s OTYPICAL ROOF 8 CEILING GON5TRUGTION:W • NEROOFING A5 NOTED O • I/2" GDX PLYWD SHEATHING (I3LOGKINS ® ALL I Z PLYWD 5EAM5) • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS O OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) �— • MIN. OF R-4q SPRAY FOAM INSULATION OR R-4Q BATT INSULATION Q TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) i W UPON I/2" GDX PLYWD. 5HEAT'HIN0 (BLOCKING ® ALL / ��� ��? J 00 PLYWD SEAMS) ALNS Q�' �S > ICT • 2"xb" STUDS ® Ib" O.G. w/ DBL. TOP PLATE AS pE�PL P�Q�� PA< Z (D • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-15 BATT INSULATION (R-27 TOTAL) 2 O • 5/8WH " GYPSUM BD. ALL FINISm 5� Z ' 4NEW SIDING NOTE (TYP.): KITCHEN Q Z � t�4 I. INSTALL NEW FIBER GEMENT HORIZONTAL G.J AS PER PLANS 5 N LAP SIDING d VERTICAL BOARD d BATTEN LL W Cfl SIDING 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S DINING ROOM 0 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL i 3 ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. ! ~ 5 REINFORCEMENT AS PER DETAIL. U 4 Lu U O TYPICAL FLOOR CON57RU017ION: • NEW FLOOR JOIST AS NOTED ON PLAN U " J • 5/4" GDX PLYWD T40 SHEATHING (BLOCKING ® ALL Q ` PLYWD SEAMS) • F.J. AS NOTED ON PLANS (® 5PAN5 OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" � �� F.J. AS PER PLANS SPRAY FOAM INSULATION (R=7/INCH) AT RIM JOI5T TYPICAL LEDGER BOARD FOR 01. (I) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING JOISTS, SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAG BOLTS 0 I6" O.G. 1111 FII 2. INSTALL H.D. GAL\/. JOI5T HANGERS BY '51MP5ON'(OR , EQUAL) AT G.J./D.J., OR H.D. OALV. H2.5A RAFTER TIES d AT R.R. BASEMENT ( GL. 5EDROOM#5 ' HEATED - ° FINISHED OPROVIDE MIN R-I5 BATT INSULATION ON BASEMENT WALL I I A 401 I L o A-401 ON w 2 SEDT 1 ON A /A-301 m SCALE: 1/4" = 1'-O" o J t� Z N CONNECTION 'A' AS ci I PER PAGE 0-005 a NEW RIDGE RIDGE HEIGHT _-_---_-__ Z w R.R. A5 PER PLANS ELEV. +30.1' w u U wa � LL, \ ~ 00 O \ w ww c5 Q� \ Z a U ti U CONNECTION 'BI' AS \ PER PAGE 0-003 / \ N NEW R.R. TO G.J. \ Lu 0) f N G.J. AS PER PLANS SECOND FLOOR CEILING HEIGHT ., o `r -- - - --------- ELEV. PROJECT: ROYALTON ROW BEDROOM # w LOT 3 DESIGN A FzR• P5�R \ z G.J. AS PER PLANS \ SECOND FLOOR COX NECK ROAD CONNECTION 'CI' AS ELEV. +12.2' PER PAGE 0-003 0 _� MATTITUCK, NY 11952 NEW STUD TO m FLOOR ASSEMBLE - F.J. A5 PER PLANS _ FIRST _—_ FLOOR CEILING HEIGHT DRAWING TITLE: BUILDING SECTIONS 3 O T O GREAT ROOM i PARLOR Q 4 0- PAGE: CONNECTION VI 5 FIRST FLOOR PER PAGE 6-005 - A-301m0l ��------ ELEV. +2.0 NEW STUD TO F.J. AS PER PLANS FLOOR ASSEMBLY III-1 I i=1 I 1=1 I I=1 I 1=III I I 1=1 I I=I 1 =ttt — / _ BAs10 OF 16 >=LINE DATE: 04/29/22 I-1 I Ed I I—I 11—I I I—I I I— 1—I 11—I 1 I-1 I Ml8 6 5 I I I I S I I I I 8 _ ________ I—III—III—III=III—III III=III=1 I--III A-401 A-401 ELEV. +LINE J I I I—III-.._.III_I I I—I I I S I— 1_III—III�III—I : I I 4. I � FE11 I 11 El r I I I BASEMENT I ( STORAGE PROVIDE BACKFILL I I ' ' I I ' HEATED COMPACTED IN 6" LIFTS FINISHED 'C d 5" THK. GONG. SLAB ° I I �� w/STONE FINISH i A-401 I I 5 1 �- i t' o IE Lj •-'�- -J N9 V 37445 A-401 - - - 3 I I 4 I I T� OF IN SEC—MON E3 /A-301 SCALE: 1/4" = P-O" CONNECTION 'A' AS PER PAGE 0-005 BUILDING SECTION NOTES NEW RIDGE _ RIDGE HEIGHT$� a O NEW ROOFING NOTE (TYPJ: W ELEV. +30.1' O I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER 4 Q 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER Q�g SA��A` 4.1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL SEAMS) 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REO'D) 6.PROVIDE RIDGE VENT (AS REO'D) Q�� 9�S 0 'T. FLASH ALL VALLEYS S.INSTALL DRIP EDGE A5 REO'D P' J_ 41. INSTALL ALL AS PER MANU. 5PEC.'s CONNECTION 'BI' A5 OTYPICAL ROOF B CEILING CON51RUGTION: PER PAGE 0-003 — 2 • NEW ROOFING A5 NOTED NEW R.R. TO G.J. \ O • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALLG.J. AS PER PLANS d PLYWD SEAMS) - - - SECOND FLOOR G_EILING HEIGHT Z � • R.R.,G.J., 8 G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF ELEV. +21.2' O_ SPAN, U.O.N.) • MIN. OF R-4Q SPRAY FOAM INSULATION OR R-49 BATT INSULATION TYPICAL EXTERIOR WALL GON57RUCTION TYP. : - O W • UPON "TYVEK" HOUSE WRAP (OR EQUAL) O ~ • UPON 1/2" GDW X PLYD. 5HE:ATHIN6 (BLOGKIN& ® ALL BEDROOM O J J_ 00 PLYWD SEAMS) y > O • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE CONNECTION '01' A5 O • 2" SPRAY FOAM INSULATION (® R='1/INCH) w/R-13 PER PAGE 6-003 p J BATT INSULATION (R-21 TOTAL) NEW STUD TO =4 SECOND FLOOR' 0 • 5/8" GYPSUM BD. WALL FINISH FLOOR ASSEMBLY ---- ---- - ELEV +122 z ,- NEW SIDING NOTE (TYP): ---------- Z N (�4 I. INSTALL NEW FIBER GEMENT HORIZONTAL ______ - - m -� LL W O LAP 51DIN6 $ VERTICAL BOARD 6 BATTEN 51DINO J. AS PER PLANS F.J. AS PER PLANS CXXXXX) LS) c-1 2."TYVEK" HOUSE WRAP (OR,EGUAL) L _ _ _ _ _ _ _ - ___F FIRST FLOOR G_E I L I N_G HEIGHT .. 1�- _ Lo 5.INSTALL ALL A5 PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR ELEV. O J O PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF W FOUNDATION WALL 3 O NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. p FOYER U REINFORCEMENT A5 PER DETAIL BEDROOM 4 �' Fuj - U OTYPICAL FLOOR CONSTRLICTION: • NEW FLOOR JOIST AS NOTED ON PLAN U J • 5/4" GDX PLYWD T$6 SHEATHING (BLOCKING ® ALL PLYWD SEAMS) Q • F.J. AS NOTED ON PLANS (® SPANS OVER 5' _____ FIR5T FLOOR INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) �� ELEV. +2.0' MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 5" F.J. AS PER PLANS SPRAY FOAM INSULATION (R=7/INCH) AT RIM JOIST — _ _ _ :� III-1 I I-1 I h-'III-1 I I-! i t I-1 I I-1 I I-1 I I-1• '. � ± , . ,:° TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.:_ I I—III-I{I=1 11=! I I—III S I I 6 8 III—III—I 11=1 I I < ________ BASELINE O I. (1) 2'x P.T. BD. TO MATCH GUT/DEPTH OF INTER5EGTIN6 =) I (=1 I I I I I=) 11=1 I ( 8 A-4oi ELEV. +O.O' JOISTS, SECURED w/(2) 5/5" 4) x 5" LONG H.D. GAL. I -III=1 I i-I I -III-III III= 1=III=1 I i LAO BOLTS ® l(oll O.G. 2. INSTALL H.D. 6ALV. JOIST HAN&ER5 BY '51MP50N' (OR I EQUAL) AT G.J./D.J., OR H.D. 6ALV. H2.5A RAFTER TIES _ AT R.R. I - , 5. SEE NOTED DETAIL Oi _ BASEMENT • PROVIDE BACKFILL I HEATED PROVIDE BACKFILL PROVIDE MIN R-15 BATT INSULATION ON COMPACTED IN 6" LIFTS I FINISHED COMPACTED IN b" LIFTS OO BASEMENT WALL $ 5" THK. GONG. SLAB I __ 3" THK. GONG. SLAB w/STONE FINISH I I w/STONE FINISH . � 5 F F- A-401 r Lu - L - -J 3 I I o ir . m m 0 SCALE: 1/4" = P-0" 0 u- 0 z N O D Q H Z W 0 W w Q \ U CONNECTION 'A' A5 Q PER PAGE G-005 HEADER AS N m �'- I SECURE HANDRAIL TO WALL ON AT LEAST ONE NEW RIDGE SPECIFIED ONSIDE OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; z w w PLANS AND NOT PROJECTING MORE THAN 4)'2' INTO g NWZ PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT O Z 2 JOIST HANGER BY U u. U '51MP50N" OR EQUAL j-I R5T E I N I SHED FLOOR N Y' T A�� W 0) cli S MIN. SPACE BETWEEN 0 CPER PAGE 0-005 WALL AND HANDRAIL NEW R.R. TO G.J. 5/4" PINE RISER \ PROJECT: G.J. AS PER PLANS _ _.___ 5/4' PINE TREAD 5TANDARDS FOR CRIFFAE3LE HAND RAIL ROYALTON ROW 50ALE: NTS LOT 3 DESIGN A „ � O CROSS SECTION s IN. z HANDRAIL I" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR o 1^1/4" RADIUS w COX NECK ROAD BATHROOM BEDROOM MOT INCLUDED IN x 4 TREAD DIMENSION) 46y4�� MATTITUCK, NY 11952 -r MIN. I)V411-2PERI- MAX.N METER DRAWING TITLE: CONNECTION 'G I' AS F 0 PER PAGE 6-003 BUILDING SECTIONS NEW STUD TO FLOOR A55EMBLY w N 1 F.J. AS PER PLANS — U JU 6 2 GAR `A m GARAGE a N1 R-211 INSULATION,AIF UNDERSIDE 515 FACING PAGE: STORAGE/NON-HABITAL SPACE O -302001 0 570RAOE UNDER (WHEN APPL I GALBE) DATE: 04/29/22 11 OF 16 9 TREATED 2"x12" SILL FOR CONTACT I I w/GONG. (IF APPLICABLE) �?,ED A��e�'� NN p C,�, 5M. I I BASEMENT 0 L — — A-401 37445 �OFNE`�y� SEDT 1O D /A-502 5GALE: I/4" I'-o" I I N7ER1 OR HOOD 57A I R DETAIL. ,4-502.01 5GALE: 3/4" = I'-O" � a NEW PARTIAL HEIGHT 0 EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. W EXISTING TO REMAIN ````I WHEN APPLICABLE) J NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL J WOOD FRAME (L.C�. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED O ' WOOD FRAME (L.6. STL.WHEN APPLICABLE) 0 Z 5TRUGTURAL PLAN NOTES Q 0 0 SINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J J 00 ABOVE INDICATED POSTS. OPEN-WEB JOIST REINFORCEMENT: 2 Z PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT O H EACH JOIST, ;j" THK. x II-7/8" H16H x 24" LONG. CENTERED r'1 'I ABOVE EXTERIOR WALL,FIXED ON BOTH SIDES OF J015T INO VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL Z Z Z PREMIUM" GLUE (OR EQUAL) 4 3" NAILS ® 5" O.G.;SEE ALSO N JOIST MANU. SPECIFICATIONS. N LL W OPEN-WEB JOIST REINFORCEMENT: O3 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT m EACH JOI5T, A" THK. x II-'t/8" HIGH x 24" LONG, CENTERED Q m ~ BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH 0 SIDES OF JOIST IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 4 3" NAILS ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. l' OLOAD BEARING WALL w/ REINf°ORCED F.J. BELOW: AS INDICATED BY HATCHING 0 W TYP. STL. COL.: O 3-I/2" O.D. 5414 40 HOT DIP 6ALV. STL. COL. (ASTM A123) ~ V BY SIMS STEEL (OR EQUAL) J U J OJOIST HANOER5 (WOOD FLUSH'UPSET BEAM): PROVIDE 51MP50N MIU2.5(5/11 FACE MOUNT HANGER® EACH —I F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS < a OJOIST HANOER5 (WOOD FLUSH/'UPSET BEAM): PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER ® EACH .'• F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS s -- -- '-- -� - (3) 2"xb" POST (2) 2"x8" HDR (i)-2"x8" HDR (3) 2"x8" HDR (—:2) 2"x8" HDR STACKED IY BENEATH (3) 2"xb" P05T ABOVE HEADER POST FRAMING NOTE:_ U a N I P P05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW pz 0 - O (L STANDARD FRAMING 6RAPHIG ON PACE 6-003 UNLE55 BATHROOM#1 lu I O NOTED OTHERWISE : Q Q u_-i; (2) 2"xb" POST I _ O 0- STACKED BENEATH (2) :2-W," (RAISED HDR HEIGHT) I : • • 1m POST ABOVE 2 2"x8" 03 O I : .77 BEDROOM #I (3) :2"X( P05T I -- — DINING ROOM 3 ' TO FLUSH BM. 3 �.� 284.-f S.F. ®O� (2) I."f5 xq.5 O.P.6P2.0E L L HDR 5 —'i ,� (RAISED HDR HE16H ) 131.6 S.F. �I - - - - - — — — — — — — — — T I a — — — — — — — — — — — — 0- (3) 2"x4" POST I I I 2"x8" G.J. �I 0 STACKED j BENEATH (2) 2"xb" ® 16" O.G. NI H -� POST ABOVE I N m W tnl Q v 0 O f V (3) 2"x4` P05TS I I I O � DOUBLE F.J. BENEATH I O ' O O p STACKED ALL POSTS TO ° 0 uQj N - w u BENEATH (3) 2"x4" 0 =I WINDOW/DOOR HDR5 IN �Ip in W �O POSTS ABOVE ( v V I (3) I.-15"x�i.5" O.P. 2.0E LVL I Z 5EARIN6 WALLS ABOVE I ®: - r ualiL ® O `t� d? tt iq � FLUSH SM. (FLUSH w/F.J) I N U x lb} u I(2) 1.-T5"xi1.675" 10= Y* 13- G.P. 2.OE LVL I 51MP50N Q N FLUSH BM. I HHu55.5o/lo I z W c�1 ply M w HANGER (3) 2" b" POST w 0 2 GAR V GREAT ROOM I TO FLUSH 5M. U OZ O 444.4 S.F. I . I w 5 — — — 6ARA6E 5 WALK-IN CL. a �9 (3) 2x4 POST f pp LO 5TAGKED I� Z o W WI2x45 A36 STEEL DROPPED SM. WI2x45 A36 STEEL DROPPED BM. d BENEATH (2) 2"x(6" 6 SIMPSON y-� I W Z O — — — . — — — — — — �� r I P05T ABOVE E505.3'7-5D53tu N Q 0 (2) 2"x8" HANGER I O dJ I O Z = DOOR HDR _ _ 3 1:75"x18" O.P.2.0E LVL BM. _ IcV x a U U — — — — — — — - P.U.N.0) — — UPSET INTO BEDROOM WALL ABOVE 3 0 3 (4) 2"x4" 5 .� ( I O w° KITCHEN N DC W w lb;: POST '1 282.5 S.F. v STACKED I I I I X pCN * 6 OI 0 BENEATH (4) p In w m DOUBLE cli F.J. BENEATH ALL _ w u 2"x4" POST ` cv �Op r z Q x O Q Q Q POSTS TO WINDOW/DOOR HDR5 -Q ABOVE A-3o I q 4 - - - e — - - (3) 2"xb" O O O O O IN BEARING WALLS ABOVE OUl Cal � ►n?�� I I — ( O O ROT O 00 X '� \\ F- PROJECT: ?m (5) 2N4" OPEN TO \ x O dJ u r P05T TO ABOVE �1 I D/yy x pv IO- FLUSH E3M. r a L — a� ROYALTO N ROW - - - n IL ua (3) 254" (3) 2x4' I I LOT GL. POST O POST TO I �- 0 3 DESIGN A — - SIMPSON iPOST FLUSH BM. FLUSH BM. (2) 2"x8" HDR (2) 2"x8" HDR (2) 2"x10" HDR I 14HUS410 (TO FLUSH 5M. 4 14D 4 HD HANGER _ _ R 5 c _ (2) 2"xb" _ (2) I.75"x11.815" O.P. ZO� E LVL FLUSH 5M. r2) 1.8 T5"x11.8-15" P05T TO Av I 3) 2"x4" 6P O LVL HDR ( COX NECK ROAD 4 _ FLUSH BM. I w ( row b I 6 HALLWAY FLUSH BM. !A lI1 I — �F — MATTITUCK NY 11952 I V S v I v 0 4 HDR v � ;. f O - Z u pZ O i O O I ;at,., ,e7 i ®o �o �° �o r2� °Xio' +DR DRAWING TITLE: �,n PARLOR l� u�r I � Vim ', ��-� 142.5 S.F. PROPOSED STRUCTURAL PLAN u_� ROOM . O x O PANTRY ( v I 42.0 S.F. 34."1 5.F. p v MUDROOM I _ :�.. 80.5 S.F. I >I (3) 2"x5" HDR ! (3) 2"xb" P05T II--1/8 TRIFORGE ® co , STACKED OJ314 OPEN-WEB z<• ( (2) 2"x8" HDR 2 2"x8" HDR BENEATH POST TO (2)12"x8" 14DR(2) 2"x8" HDR PAGE: F.J. o 16" O.G. - - UPSET M. ABOVE 2 111 2 Z�j ® ■ U)c l u� �JU N r, � :xCy� x0 OLvi - r r� II "- I DATE: 04/29/22 13 OF 16 (3) 2"xb" POSTS BENEATH _ CANTILEVERED FLUSH BEAMS LVL BM. �Q 0 m �p Q .. ,��EtED ARC M. d o uQ N 1 FROPOSEU FIRST FLOOR STRUCTURAL FLAN �� SCALE: 1/4" = 1'-0" OE I VEA 5 I I ' ISOL <E� : Q E NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. _I WHEN APPLICABLE) W EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) O J NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED CL WOOD FRAME (L.G. 5TL. >_ WHEN APPLICABLE) O 2 Z STRUOTURAL PLAN NOTES Q w W OSINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 00 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. OPEN-WEB JO 15T REINFORCEMENT: v, O2 O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT cu J EACH JOIST, A" THK. x II-1/8" HIGH x 24" LONG. CENTERED O ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF -015T IN , c>, Q Z rq VERTICAL POSITION TO TOP 8 BOTTOM CHORD w/ "PLul m J � PREMIUM" (SLUE (OR EQUAL.) Q 3" NAILS ® 5" O.G.;SEE AL50 D JOIST MANU. SPECIFICATIONS. Lo w T-i OPEN-WEB JOIST REINFORCEMENT: 30 PROVIDE 055 20 O.G. (SPAN RATIN) REINFORCEMENT AT EACH JOIST, A" THK. x II-"1/8" HIGH x 24" LONG. CENTERED rl � O BENEATH LOAD BEARING WALL ABOVE,FIXED ON 50TH Lu SIDES OF J015T IN VERTICAL POSITION TO TOP B BOTTOM CHORD w/ "PL PREMIUM" (SLUE (OR EQUAL) d 3" NAILS ® 5" O.G.;SEE AL50 J015T MANU. SPECIFICATIONS. O LOAD BEARING WALL W REINFORCED F.J. BELOW: AS INDICATED BY HATCHING ( ° p w TYP. 5TL. COL.: (2) 2"x8" HDR — — — — — — — - II ASTM AI23 - BALCONY �' O5 3-I/2 O.D. 5GH 40 HOT DIP (SAI_V. 5TL. COL. ( ) 22"xiB V k J ➢ __ __ BENEATH EXT. WALL BY SIMS STEEL (OR EQUAL) Q 2"x10" GI.J. ® Ib" O.G. p w/SIM SON LU528 Q OJOIST HANGERS (WOOD FLUSH/UP5ET BEAM): HANGER ® FLUSH BM. 1 PROVIDE 51MP50N MIU2.56/11 FAKE MOUNT HANGER® EACH F.J. N.O.N) PER MANUFACTURER SPECIFICATIONS (3) 2"xb" 2"x10" HDR RAISED TO TOP N JOIST HANGERS (WOOD FLUSH/UP5ET BEAM): O PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER 0 EACH P05T TO PLATE HEIGHT•SPANNING FROM �Y=x � � ISED HDR � CANTILEVER TO INDICATED POSTS F.J. (U•O.N) PER MANUFACTURER 5PECIFICATION5I s BATHROOM#2 N O 126.5 S.F. HEADER POST FRAMING NOTE: ® 2"x10" G.J. I 1 POSTS FOR DOOR AND WINDOVd HEADERS SHALL FOLLOW 2"xG.J. ® ib" O.G. Ib6" STANDARD FRAMING GRAPHIC ON PAGE 0-003 UNLESS 1, NOTED OTHERWISE •® O.G. (2) TO (3) 2"x4" POSTT TO O O POST TO RAISED HDR FLUSH SM, (2)I.-T5"Xj.S6,P. 2.Q9 LVL F ZU E3M, F BENEATH P05T TO RIDGE s::i (2) 2"x8" HDR (3) 2"xb" POST :i (2) 2"X6" 'To VALLEY BEDROOM #2 I POST TO FLUSH BM. � I F ( FLUSH BM. 331.0 S.F. 1 w NQ s WALK-IN CL. a ® N 34.1 5.F. (3) :2'-x4" 2 POST TO- UPET D UPET BM. m O O O — 2"x10" G.J. ® Ib" O.G. 0 188.6 S.F. a (� w/51MP50N LUS28 I O HANGER5 ® FLUSH BM. �— w zO� I Z tu W .LLu SIMPSON N I Q I I .3 S.F. cv? HOU55.50/I0 (:2) :2" "OST xb TO p HANGER UPSET BM. Q IcV r,-� 75"x11.25" O.P. 2.0E LVL UPSET BM. _ Z (3 I. ^ (3) 2"i 4" POST GL w BENEATH P05T TO RIDOE w w lcx TO FLUSH BM. (2) 2"x8" - - (2) O I w V DOOR HDR 2 2"x8" L;'OR,HDR a _ N Q (TYP.U.N.0) HDR (I U.i4.0) to w F— — — F- m 0 0 Z 0 w (4) 2',x4" _ ATTIC POST TO GL O w = 0 HATCH) UPSET $M. j �a s.F. N a Z Ff 00 # o x 0 li 0 I I 42. A-3Q — ® r 2"x10" J. LLi 9 16 BATHROOM #3 I N LAUNDRY/ ® x 100.0 S.F. L CLOSET 3: N I � N 46.1 S.F. EllZ,,x OPEN TO p (2) 2"x6" POST Q O ® rn N 0 I BELOW vv n • (3) 2x4" POST BENEATH POST 0 O TBE R DTH P05T TO RIDGE L I ( PRO ECT: 0 (2) 2"x8" HDR ! (2) 2"x8" HDR �z N�p. (3) 2"x4" POST *N - BENEATH POST I' N O TO RIDGE tU� � (2) ,.5 LVL HDR - - { ROYALTON ROW P05T TO LOT 3 DESIGN A pVALLEY IV I BEDROOM #4 IX D ® N 200.0 S.F. PROVIDE NAILING 4 �x x 1� STRAPPING PER PAGE y ( N d 0-003 FROM UPSET SM. IN TO G.J. a R.R. ABOVE ° o. COX NECK ROAD FAMILY ROOM 2"x10" .J. 5:° MATTITUCK NY 11952 I 200.5 S.F. n N ® I6" O�G. f (3) 2"x8" HDR 1XII.25" G.P. 2.OE LVL UPSET 1+ BENEATH P05T5 TO RIDGES I ( DRAWING TITLE: (3) y POST TO P05T TO UPSET BM. PROPOSED STRUCTURAL PLAN ' UPSET BM. qY: _(2) 2' 114P, I>X 2"x10" G.J. ( ��a. •. j Q 1 F,; . ry (3) 2"x8" HDR BETWEEN P05TS (POSTS LOCATED ABOVE PAGE: E FLUSH BEAMS BELOW) DS-10 2 . ® :. (2) 2"xb" POSTS I O � TO EXTENDED HDR DATE: 04/29/22 14 OF 16 BRED � fr �0 (� I 0370 y0� F 0 PROPOSED SEOGINC) FLOOR STRUCTURAL PLAN SCALE: 1/4" = P-0" OENERAL FERAL S I �450L <E"'I : - � Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WW rt OOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) J .: NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS J WHEN APPLICABLE`) (MIN. (2) 2"xb" 5TRUCTURAL P: P05T FOR b" WALL5), U.O.N. m NEW 2-HR FIRE RATTED O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Z O H Z ' STRUCTURAL PLAN NOTES O51NOLE SPAN STRUCTURAL MEMBER: LLI 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECT-Y ABOVE INDICATED POSTS. J 11 O Z � O OPEN-WEB JOIST REINFORCEMENT: � m PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT Q O EACH JOI5T, A" THK. x II-115" HIGH x 24" LONG. CENTERED 4 �< e-I O ABOVE EXTERIOR WALL,FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) 4 3" NAILS ® 5" O.G.;SEE ALSO . N JOIST MANU. SPECIFICATIONS. u- (b LLJ OPEN-WEB JOIST REINFORCEMENT: O PROVIDE 055 20 O.G. (SPAN RA,TIN6) REINFORCEMENT AT EACH JOIST, A" THK. x 11-"I/8" H16H x 24" LONG, CENTERED BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH � riJO SIDES OF J015T IN VERTICAL P051TION TO TOP 4 BOTTOM CHORD w/ "PL PREMIUM" GLUE (CR EQUAL) 4 3" NAILS ® 5" I W O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. O 2"x8" R.R.LOAD BEARING WALL W REINFORCED F.J. BELOW: ® Ib' O.G. 1 AS INDICATED BY HATCHING 'U TYP. 5TL. COL.: _ 5 3-1/2" O.D. SCH 40 HOT DIP 6ALV. 5TL. COL. (ASTM AI23) _ ~ ' O e - - - - - - - - - - - - - - - - - - e (� BY SIMS STEEL (OR EQUAL) c'A � — — — — — — — — � — — — — — — � � — — — — � 4"x3" ALUM. _ J O F 2x8 R.R. I V J -- DOWNSPOUT DOWN ; c - - - -� � — ® 16' o.c. j Q JOIST HANGERS (WOOD FLL)E,H/UPSET BEAM): PROVIDE SIMPSON MIU2.56/11 FACE MOUNT HANGER ® EACH 8 ' TO SPLASH GUARD ;1 I I _ _ _ _ _ _ _ _ ® 6RADE (TYPJ F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS OJOIST HANGERS (WOOD FLUSH/)PSET BEAM): PROVIDE SIMPSON MIU3.56/II FACE MOUNT HANGER ® EACH I Q F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS _ r — _ 2"xb" R.R. ® Ib" O.G. I — — — — — — — — (BELOW) I I 6:12 PITCH n -15:12 PITCH HEADER POST FRAMING NOTE: m I I m I I m I POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW -1 STANDARD FRAMING 6RAPHIG ON PAGE 6-003 UNLESS —I II r - - - - - - - - NOTEDOTHERWI5E r- - - — — — — 2"x8" R.R. OST - - - - - - - - � i I ® 12" Oz. TORID&EI 1 - - - - - - - - - - - - - - - - - J 1 II I II r— 1 1 ?OF4�` N ® Ib" O.G. 1 cr 4 O I 1 O _ — P05T TO = I m I O � I m RIDGES 4 I I 1 I C — — (2) I.-15"x11.25" O.P. 2.OE LVL RIDGE VALLEYS I I I PROVIDE FRAMING D N I I 0 EXTENDING TO R.R. 1 l i ABOVE BM. BELOW I I LLp d N (2) 2"x6" P05T 0x 1 p (2) 2"x12" RIDGE I I I I TO RIDGE r O O Xf 1 z wi - - - - - - - - - - - -- - - - - -- - -I- - - - - - - z � I - - —FF - - - - - - - - - —1 z I I < LL C ATTIC I I I I I " = I W W w I HATCH �1 I 1 w w C7 RHEEM 115p00 BTU i — — A - JP�'� I I I (2) 1.75"x11.25" 6.P. 2.OE LVL RIDGE 1 I p Z = ® N 6A5 FURNACE 1MODEL 2x8' R.R. �{ ® N 1 I ® tJ x NO. W95TC1151524MSA �- — — ® I6" O.G. ' a, x I U U = - rp (OR'FOUAL) �ry (OVERLAY) 0 = 1 I o - I I > O Ar - - + I O A c_v i O p I I (3) 2"xb" ww X-i ry n ( I n I I P05T TO \ ® X I I I :: 1 I I I I RIDGE CN 2 - I I \ (3) x4 I K3x * ® tJ w O ui I I X► I I POST TO I (2) 2"xb" ( 9 - rj) U - X I ~ N `r I RIDGE POST b" I x- a 1 (3) 2"xb" " I RIDGE I 2"x8" R 70 I p 1 1 R�6E O O (3) 2 xI2 RIDGE (3) 2 xl2 RIDGE ® 16" G. _ _ _ _ _ _ _ (3) 2"x4" I I j (OVE AY) I I I PROJECT: L— - - - � � - - - -T-T— — 1- - - - - - - - - - - - - -� PO5T5 TO RIDG5 �� ® N U I I O® x- O N "' �� XfL E; � I ► I ROYALTON ROW � A I oA II ► I _ _ _ _ - , _ _ _ _ _ I LOT 3DESIGN A 4"x3" ALUM. 11 I C I I — — - - - - J J DOWNSPOUT DOWN I I m (OVERL ) 2 x8 R.R. TO SPLASH GUARD I 2"xg" R.R. ® I6" O.G. I i ® GRADE (TYP) I 1 1 PROVIDE NAILING 4 STRAPPING I I ® 16';io.c. I I ( � m COX NECK ROAD 1 I I 9:12 PITCH 15:12 PITC I �� 9:12 PITCH 1 I I MATTITUCK, NY 11952 a PER P�.GE 6-003 FROM R.R. 4 -79 C.J. TO HDR/UP5ET BM. BELOW _ _ 9:12 PITCH I 36:12 IT�H 2"x8" R.R. 1 I i 1 ( ( cv I I 2::x8:: FRAMING FROM DRAWING TITLE: ® I6" O.G. ® 16 n HDR BELOW TO y (BELON I I I 3 :1!2 PITCH 2"x8" R.R. 2"x8" R.R. I I" EXTEND To R.R. PROPOSED STRUCTURAL PLAN N I L I Q Q I I I I� — ® Ib" O.G. 2"x8" R.R. -Q, 2"x6" .R. I I ® x L — - - - - - - - - - -J-- - - — � ® Ib" .G. I �� © B p O p > N I � � PAGE: e L- - - - - - - - - - - 1 e S-103m0l S2I " ?5I' H 1H 2"x8" R.R. �(2) 2"xb" 016110.0. POSTS TO m RIDGES Q DATE: 04/29/22 15 OF 16 N v m Q �op� SCALE: 1/4" 9�F 037408 yOQ� OF N E`N a o . W W . J Q 0 J J ' 4" FRE5H AIR VENT E- J I L THROUGH ROOF I O k 3.. Q I z O I Q 0 I � � W BBATHROOM#3 ATHROOM#4 BATHROOM#2 I J LAUNDRY J 00 O Z � Tj e-i O 1 1 Z �; 4 O __ _-, - I 2"j 2"1 1 I 1 2111 12� I 1 I Q 2„�LL 211 - j 2'I� I I I 21Ij PROVIDE "ABE500 FF200 FR Q Z X 1 .B 1 12” 1 B 1 .B 1 12" 12" I B 1 1 B 2 I I EXPANDING FOAM" (OR EQUAL) N w I i 1 I I i AT ALL PENETRATION5 IN FIRE V- �j I I I RATED WALLS AND Lo m TA N W I W G, I I 1 I- W.R%• (� FLOORS/CEILINGS. PRODUCT ISHOWER j 1- I ISHOWER I-4" 1 12" CONFORMS TO ASTM E 814, O Q L� I -Ng TUB I WASHER A5TM E 84, AND UL 14'79T1 J G.O. 2 2.. 2.. 1 2' "0.0. W KITCHEN TGHEN BATHROOM#I POWDER ROOM NOTE: ALL PLUMBING WORK �— _ SHALL CONFORM TOLu V LOCAL PLUMBING CODE O 1211 2„1 :2111 I , _ J 2”r--T 1 2 1 GLEAN OUT O J .B I 2111 I 3 I B I B I 12" A5 REG'V 0 IL PROVIDE F.A.I. I- i 14, DW (i 14, 14, 15HOWER 3" I G.O. 3.. G.0N I U BA5EMENT G.O. BATHROOM#5 __ 4" 4" HOUSE a 2111 MAIN DRAIN G.O. 2ND FLOOR 2"I 2 1 211 4 TO SEPTIC FURN. QB I �2" I I SYSTEM m 1 I I I 1 I TUB I NOTE: w LAUNDRY ALL PLUMBING d O FUEL GAS WORK O SHALL CONFORM FLUME31 NO RISER - DRAIN / NASTE / VENT P � TO LOCAL O PLUMBING CODE d FUEL GA5 S SCALE: NT5 m _ PIPING PENETRATIONS: 1. PROVIDE "ABESGO FF200 FR p EXPANDING FOAM" (OR EQUAL) U- - AT ALL PENETRATIONS AT WALL5 0 AND FLOOR5/0EILINGS. Z 2.PRODUCT CONFORMS TO A5TM E N &14, ASTM E 84, AND UL 14-T9 p a Zw o KITCHEN GREAT ROOM 2 a W u cA m LLw N 5A5 Z a W rte FIREPLACE VENT 2 = 0 RANGE Z S o m m REGULATOR w rl o N 0 5A5 SUPPLY 04 Q Q TO GAS O ROOM MAIN PROJECT: w m 4 ROYALTON ROW 5ATHROOM#4 BATHROOM#2 BATHROOM#5 LAUNDRY 15T LOT 3 DESIGN A FLOOR NOTE: FURN. ALL PLUMBING WORK IY SHALL CONFORM TO LOCAL PLUMBING CODE IL �q° ��° �Q° COX NECK ROAD o . 1�� i i4 i iQ5p i iQi i Q° X Q OAS RISER — SUFFLY MATTITLICK, NY 11952 I p2 I X I LEGEND to W.G. vl I 31 I W.G. vI IX v! IX xI IX I I� vl Ix 01 IK�II W.G. 31 Iv 5GAL3=: NT5 1z v: I= _ ' 1a _ ;T_ v: I� V: 1$ Ix - : Izv: Im 0 �1 ._ HOT WATER m NI try ryl IN SHOWER m NI Iry N1 iry NI I TUB NI IN SHOWER iry f"! iryNl ry TUB m N1 iry -----� SUPPLY DRAWING TITLE: WASHER - --- -------- ------- ---------- ----: — ' --------=-------- 1� GOLD WATER ._.._.. ._.._.._.._.._.._ SUPPLY PLUMBING RISER DIAGRAMS ..- ..-..-.._.._.._.._.._.._. ..- -.._.._ 1 .._.._ .._.._.._.._. .._.._.._.._.._.._.. .._.._�h,_.. fy .._.._.._.._. qty -..-..-.._� POWDER ROOM KITCHEN BATHROOM#I i i GAS RISER DIAGRAM ' PROVIDE ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) I j AT ALL PENETRATIONS IN FIRE I RATED WALLS AND I I FLOOR5/0EILIN05. PRODUCT CONFORMS TO A5TM E 84, AND UL 141cl 14' PAGE: IL N 11c� j l ! I v3 11 11 1 1 44 1IP-10 ISO VI 1= W.G. v: = I 1 % - W.G. VI V! = I I� I I t\VI �cV m N! �N m NI �cV NI �cV NI �N SHOWER I I • I- -I I- � DW I- I- � - j - - --- --_-_ �--- —— - — - -.:- —� ' —— �—— - —— DATE: 04/29/22 16 OF 16 �..._. lam.._.. it !x I !BASEMENT! I ! MEGH. BATHROOM#E Ii ROOM 10 (WATER MAIN W Iba 31 IK i Ij �5 �Y , 'X 1 ba ba 61 W.G. U J� " !� J► TUB m 9�. 0 445 O A OF NE`N PLUMB IN RISER - SUFFLY SCALE: NT5