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Home My WebLink About42027-Z OFF04 Town of Southold 12/6/2019 P.O.Box 1179 C o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40899 Date: 12/6/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8025 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-34.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/21/2017 pursuant to which Building Permit No. 42027 dated 10/5/2017 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: ONE FAMILY DWELLING WITH FRONT COVERED PORCH, WOOD DECKS ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Gibbs,Kim of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL. R10-17-0048 11-21-2019 ELECTRICAL CERTIFICATE NO. 42027 02-05-2019 PLUMBERS CERTIFICATION DATED 10-04-2019 us Campo A o ' ed i ature a i � flail TOWN OF SOUTHOLD BUILDING DEPARTMENT Ca TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42027 Date: 10/5/2017 Permission is hereby granted to: Gibbs, Kim PO BOX 86 Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 8025 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 78.-9-34.1 Pursuant to application dated 8/21/2017 and approved by the Building Inspector. To expire on 4/6/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,285.20 CO -NEW DWELLING $50.00 Total: $2,335.20 Buk6in -§pector Form No.6 TSN OF SOUTHOLD BUILDING DEPAR M NT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (cjieck one) Location of Property: fab o is '(•`(SAI n House No. Street 1- Hamlet Owner or Owners of Property: r. Suffolk County Tax Map No 1000, Section g Block 09 Lot 3 Subdivision Filed Map. Lot: ^ Permit No. n Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: .t Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ 9a ' Appli nt Sign tur Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G C� Southold,NY 11971-0959 ®lye 1��,�pw�A� �® roper.riche rt(&-town.south old.ny.us ouB 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Kim Gibbs Address: 8025 Main Bayview Rd City: Southold St- New York Zip. 11971 Building Permit# 42027 Section: 78 Block: 9 Lot 34.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Tucker Electric License No. 4926-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only 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 200a Heat gas Duplec Recpt 60 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 15 Wall Fixtures 23 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect 200a Switches 66 Twist Lock Exit Fixtures 11 TVSS Other Equipment. 2-combination smoke / co detectors, 4-bath fans, 4-paddle fans, range hood, stand by generator with transfer switch, 12-ARC fault circuit breakers Notes Inspector Signature: Date: February 5 2019 81-Cert Electrical Compliance Form As so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOIJTHOLD CERTIFICATIO-N Date: Building Permit No. P Owner: Vim (Please print) Plumber: e (Please print) I certify that the solder used in the water supply system contains less than 2/1.0 of I% lead. (Plumbe nature) Sworn to before me this day ofP , 20 I g COLLEEN A.MONTRONY Notary Public State of New York No.01 M06132243 Qualified in Suffolk Count�7� I Commission Expires August 22,S Notary Public, %yec 'd!k-- ,County �Of SOUly �o� olo cOUM I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: h �ro pive, Wda�= JkV 10 IV4 �wvw �o A !jjA DATE R INSPECTOR hyo y� 50UTyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEG. [A.j FOUNDATION 2ND IV& [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICA (FINAL) REMARKS: SON 4v 4#1 Lek-�. ✓ DATE I �' INSPECTOR M4 �o��OE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycoulm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [%oo-rFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: kw I Ntt-'/ ID 4-o 4-" w5+(Po iva Pm I u DATE J INSPECTOR �Y 0F soulyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION_' ,-Of [ ] FOUNDATION 1ST [wrROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fN Yzi Lfl(kvIA4 1py-N DATE 3 INSPECTOR 04 SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. couen1 765-1802 ' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1� INSPECTOR SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. couNr+��'' 765-1802 INSPEC 10111 [ ] FOUNDATION IST [ ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- V DATE INSPECTOR 1)A f0lf 500jyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1602 -INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ETI ICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Lcok t/ 0 Atk z, C?MA w V • 'r OK ) - a&, on CA !��QA.AA VfD y DATE 3 INSPECTOR UF 50bly�lo TOWN OF SOUTHOLD BUILDING DEPT. Cou765-1602 rm N�`' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]\CAULKING REMARKS: ri C2 DATE Z INSPECTOR ho�aOF SOUIyo{o * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] LUSULATION [ ] FRAMING /STRAPPING [ FINAL IV-0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- 44a� r ► iro� S IvF- )(ny DATE INSPECTO r I OF SOUTyO # TOWN OF SOUTHOLD BUILDING'DEPT. °`ycourm N�'' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ - ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING /STRAPPING [ NAL 10- � /V-.6 [ '] FIREPLACE &CHIMNEY` _ [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 T N *kT DATEALIR i ♦ ,�N NEW YORK , :; E: BUILDING - � CC 4Nei0G f G R O U P Affidavit of Energy Compliance, 3rd Party Testing This is to certify that New York Building Technology Group has been contracted to perform the -required-testing-and-documentation-of-energy-complianc-e,-as defined-within the-201-5 IRC and-- - - -- - --- -- 2016 NYS Uniformed Code Supplements, for the addition(s) and/or conversion(s) to be constructed at; Address: R6 .. 6 0 2 t),. . L-A(7\ �n Town, Zip code: 5 Owners name: kr1 C Please be informed(Initial): AL NYBTG has reviewed the plans for construction. �&YBTG will oversee insulation installation ft air seating measures being performed by contractor. ��JNYBTG will provide a blower door tdst as required by building department �YBTG will provide duct testing for stew duct work over 40' in length HERS COMPANY: HERS QA Provider: New York Building Technology Group Building Efficiency Resources Rater: Thomas Baccarella North Creek, NY 12853 Certification#: 3587347 '^ Provider ID#: 1998-146 - - ------ -- -------------- ---------- ---- ---------------------------------------- 159 Route 25A Building 1 Suite B (800)-399-9620 Miller Place, NY 11764 t 631-495-0289 (Rater Signature) Notice of independent Status.As per the requirements the 2016 NYECC Supplement, New York Building Technology Group Inc. and/or it's inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project Inspected by this agency. I further certify that as independent third party Inspectors (Raters), New York Building Technology Group Inc. and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Rotate 25A Building 1 suite B Filler Place, NY 11764 Telephone: 631495-0289 Pax: 631389-2308 Email! NYBTGGS@gn-taii.com Gibb Residence HVAC Load Calculations for Southport Design 120 No Ocean Ave Bayport NY 11705 NEW YORK B U i L DING E C 4 IN 0 L q 0 U P Prepared by:Thomas Baccarella in accordance with ACCA Manual I 81fi edition,V2 Signature: Date: 5/1012017 ------------ ------- Prepared By. Tom Baccarella New York Building Technology Group 159 Route 25A Building 1 Suite 4 Miller Place NY 11764 631-495-0289 Wednesday, May 10,2017 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. Rhbac_Residential'&Light.Commercial HVAC Loads' Elite SoftwareUevelopmdfit,Inc. �:NY Building7echriology Group -; . _' : Gibb Residence Miller Place,'NY 11764 ._ _ _ _ _'s: ''Page,2; LPA roject Report _-- - �:Rhvac,-Residential-&Light Commercial HVAC-Loads -Elite Software Ddvelopment;Inc. 1,NYBuildin6°Technology Group Gibb'Resiiderice {.fl4iliei-P(ace,�NY 11764- - _ Page 3 e ii Load Preview Report I Net; Rec! ft-- 1 Sen+ Latl, Net' Sens Sysf Sys Sys! Duct r Scope Ton, Toni /Toni Area! Gain, Ganni Gain! Loss CFM CFM CFM'': Size Building 3.10 3.63 740 2,683 30,464 6,789 37,253 38,476 3991,300 1,300 System 1 1.86 2.10 685 1,437 17,624 4,678 22,302 19,518 194 768 768 10x15 Ventilation 768 1,547 2,315 4,609 Zone 1 1,437 16,856 3 131 19,987 14,909 194 76B 768 1005 i-Master Bedroom 288 3,569 0 3,569 3,197 42 163 163 2-5 -- - ---2-Master-Closet - -- - -- -- -------------96----257----0----257- -1,206------16--=12- -12----1-4 --- - 3-Master Bath 63 116 1,000 1,116 501 7 5 5 1-4 4-IGtchen 396 6,676 1,531 8,207 2,751 36 304 304 3-6 5-Family Room 342 3,979 600 4,579 3221 42 181- 181 2-6 6-Hall 83 633 0 633 1,455 19 29, 29 1-4 7-Entry 170 1,626 0 1,626 2,578 34 74 74 1-5 System 2 125 1.53 815 1,246 12,840 2,111 14,951 18,958 204 532 532 9x13 Ventilation 406 818 1,224 2,436 Supply Duct Latent 204 204 Return Duct 761 89 851 817 Zone 1 1,246 11,673 1,000 12,673 15,705 204 532; 532 9x13 8-Bedroom R 169 2,301 0 2,301 2,359 31 ,105 105 1-6 9-Bedroom L 169 2,293 0 2,293 2,240 29 :_:'i64, 104 1-6 10-Upper Hall 120 693 0 693 402 5 =:, 32i 32 1-4 11-Storage 128 803 0 803 2,520 33 37r 37 1-4 12-Upper Bath 60 165 500 665 582 8 -'' _`$; 8 1--4 13-Laundry 92 820 0 820 646 8 ::`37; 37 1-4 14-Guest Bedroom 249 3,250 0 3,250 2,344 31 ,`t148' 148 2-5 15-Guest Closet 159 870 0 870 2,892 38 ?.;';4d 40 1-4 16-Guest Bath 99 477 500 977 1,721 22_,,.=a22 22 1-4 \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM RfiVac;.Residential&;Light Commercial HVAC Loads Elite Software Development,lnc.. ;NY Buildirig Tecfinology,Group` n Gibb Residence, °Miller Place_NY 764: = - _ _ _ Pae_,4 11 Duct Size Preview---_ ---------�--_ --- -_ - --_-_- Room or Source , Minimum Maximum Rough. Designl SPS Dull Duct{ Htg Clg 1 Act ! Duct Duct Name ; Vel ocityi - Velocity) Factor Lt10D} Lossl_Velocity Length) Flow FIowJ FIowJ-Size System 1 Supply Runouts Zone 1 1-Master Bedroom Built-In 450 750 0.01 0.1 596.3 42 fi3 163 2-5 2-M aster Closet Built-In 450 750 0.01 01 134.2 16 ;121 12 1-4 3-Master Bath Built-In 450 750 0.01 0.1 606 7 .,q j 5 1-4 --- 4=Kitchen--- _ ----Buittan-- ---450 ---750-- -0.01-` 0.1- _ - 516.-4--- - --36 i3 j 30,1-----3::6- - --- 5-Family Room Built-In 450 750 0.01 0.1 461.7 42 =`.' f,1 181 2-6 6-Hall Built-In 450 750 0.01 0.1 330.5 19 � 29 1-4 7-Entry Built-in 450 750 0.01 0.1 543.4 34 74 1-5 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 737.3 194 :'7681 768 10x15 System 2 Supply Runouts Zone 1 8-Bedroom R Built-In 450 750 0.01 0.1 534 31 r 1p5 1 105 1-6 9-BedroomL Built-in 450 750 0.01 0.1 532 29� 104 1-6 10•Upper Hall Built-In 450 750 0.01 0.1 362 5 =='3 32 1-4 11-Storage Built-In 450 750 0.01 0.1 419-4 33 ; 7 37 1-4 12-Upper Bath Built-In 450 750 0.01 0.1 86 8 '8 8 1-4 13•Laundry Built-In 450 750 0.01 0.1 428.3 8 «3Z I 37 1-4 14-Guest Bedroom Built-In 450 750 0.01 0.1 543 31 :fir-1A8 148 2-5 15-Guest Closet Built-in 450 750 0.01 0.1 454.5 38 �:Y^ D I 40 1-4 16-Guest Bath Buitt-In 450 750 0.01 0.1 249.2 22�1 22 1-4 Other Ducts In System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 654.6 204 _x,,41 532 9x13 Summary System 1 _ Heating Flow: 194 Cooling Flow. 768 ------- System-2------------------------- ------------------------------------ - -------- --- -------- Heating Flow: 204 Cooling Flow. 532 \\S1\Private$\tombaccarella\•Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:171AM :RFiva&-Residential&<LI§ht-Commercia_I HVAC Loads., Elite Software Development,Inc ' NY Building°Technology;Group _ ` 'Gibb'Residence .Miller Place,NY':11764= _ ''` -__ _ 'Page 5 Total Building Summary Loads Com"orient;';- '--=1` Area' Sen' -Lat;; 'Se Total' p.. Y.e - k __ -__ .2. - -.Yex'' - - - - - _ £ _ v,`n �e c tion :D uan� s,:-,<' Gat -,L'os - :G n -ti. rQ n al �p - Anderson .30. Glazing-Anderson TW from Remrate, u- 399.6 7,194 0 6,818 6,818 value 0.3, SHGC 0.31 11G: Door-Wood-Panel 37.8 1,224 0 429 429 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 2414.9 9,854 0 1,052 1,052 cavity, no board insulation, brick finish, wood studs R38,FG2,12-16: Roof/Ceiling-Under Attic with Insulation 1397.5 3,521 0 2,640 2,640 ------------on-Attic-Floor-(also-use-for-Knee-Walls-and-Partition---------- - - --- ------ ---- ---- -- -- ---- Ceilings), Custom, From Rem 20P-30-c: Floor-Over open crawl space or garage, 1437.5 3,021 0 251 251 Passive, R-30 blanket insulation, carpet covering Subtotals for structure: 24,814 0 11,190 11,190 People: 5 1,000 1,150 2,150 Equipment: 3,131 10,668 13,799 Lighting: 1000 3,410 3,410 Ductwork: 4,723 293 2,735 3,028 Infiltration:Winter CFM: 29, Summer CFM: 0 1,894 0 0 0 Ventilation: Winter CFM: 107, Summer CFM: 107 7,045 2,365 1,174 3,539 AED Excursion: 0 0 137 137 Total Building Load Totals: 38,476 6,789 30,464 ;^-3-7,2�53� Total Building Supply CFM: 1,300 r CFM Per Square ft.: 0.484 Square ft. of Room Area: 2,683 Square ft. Per Ton: 740 Volume(ft3): 24,437 =6uildln is, Loatn,, . ' 9 _.� _ Total Heating Required Including Ventilation on Ai,rY: 38,476 Btuh 3*8�.476 MBH Total Sensible Gain: 30,464 Btuh 82 % Total Latent Gain: 6,789 Btuh 18 % Total Cooling Required Including Ventilation Air: 37,253 Btuh 3.10 Tons (Based On Sensible+Latent) 3.63 Tons (Based On 70% Sensible Capacity) - - -R vac Is an RCCA 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. \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM Rhvac=Residential&:Light Commercial HVAC Loads,,;^, : Elite Software Development,Inc. NY Building Technology Group'. :-`, - - ;'• "° -Gibb_ Residence-1 =Miller,Place,'NY`..11764 '- = = - `" = _'_ _ Page'6 System 1 Main Floor Summary Loads Component'` 4. - - :., _ _.- lAf z - -.Sen - :=foal p_ ea :Sen.- _Lats`= �: t t:� :';f s*:: :Desc lion-, _ n tlo Y��Q ri `Lo s° �Gairr�- ain l a ;G `-Gain:) ii Anderson .30- Glazing-Anderson TW from Remrate, u- 281.4 5,066 w 0 4,673 4,673) value 0.3, SHGC 0.31 11G: Door-Wood- Panel 37.8 1,224 0 429 429 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1266.3 5,169 0 552 552 cavity, no board insulation, brick finish, wood studs R38,FG2,12-16: Roof/Ceiling-Under Attic with Insulation 170.3 429 0 322 322 ------ ------on-Attic-Floor-(also-use-for-Knee-Walls-and-Partition -- -- —------- - -- Ceilings), Custom, From Rem 20P-30-c: Floor-Over open crawl space or garage, 1437.5 3,021 0 251 251 Passive, R-30 blanket insulation, carpet covering - - - - - --- --- - ---- - - - - - - - - - - - - Subtotals for structure: 14,909 0 6,227 6,227 People: 5 1,000 1,150 2,150 Equipment: 2,131 6,410 8,541 Lighting: 900 3,069 3,069 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation:W-inter-CFM:- -Summer-CFM:Summer- -CFM: 70 --.4,6.09 1,547 768 _ 2,315 - --- - - - - - - - -- - - -- - -- -- -- - - -- - System 1 Main Floor Load Totals: 19,518 4,678 17,624 22,302 ,`4 Supply CFM: 768 CFM Per Square ft.: 0.534 Square ft. of Room Area: 1,437 Square ft. Per Ton: 685 Volume(ft'): 14,470 j{�R�{.•stet�irriaCoac{sr ¢.L'J"4�, ) ..�kt _ . i'~ '=°•i ...(Ir. .a -.7S !7'«'3�'.-;= �9t _ -`i Fr. !'t""7 ' _ _'(., _ �a;_-�' x.}..-#;:e "}.;� waS.-•, vi.i :..;.`.,:e _ ....S skv - ��5"ar,`.S ••::r..ir.:...' .V Total Heating Required Including Ventilation Air: 19,518 Btuh 19.518y MBH Total Sensible Gain: 17,624 Btuh 79 % Total Latent Gain: 4,678 Btuh 21 % Total Cooling Required Including Ventilation Air. 22,302 Btuh 1.86 Tons(Based On Sensible+Latent) 2.10 Tons(Based On 70% Sensible Capacity) -_ x- Rhvac is an ACCA approvedManualJ and Manual D computer program. -- -------------------- --- --- ---------------------------- a cu a Ions are pe Orme per anua J 8t Ition,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. \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM Rhvac-Residential&Light Commercial HVAC'Loads; Elite,SoftwareDevelopment,-Inc:. ' Gib6 Residence Building.TechriologyGroup"''_ ., -. - - 'r- s; r ` _- - _ .d., 'Miller'Place,NY.11764 - Pag ,NYe 7 e t. f S stem 2 2nd Floor Summary Loads _ i Com onen ' --- rea; - t :Sen',` al°:Serie atTo Y yr _ Desc r ion t k uan: L a h Gan 'Gairi= Anderson .30: Glazing-Anderson TW from Remrate, u- 118.1 2,128 �0 2,145 2,145 value 0.3, SHGC 0.31 12E-0bw:Wall-Frame, R-19 insulation in 2 x 6 stud 1148.5 4,685 0 500 500 cavity, no board insulation, brick finish,wood studs R38,FG2,12-16: Roof/Ceiling-Under Attic with Insulation 1227.2 3,092 0 2,318 2,318 on Attic Floor(also use for Knee Walls and Partition -- --------C-eilin s, Customs From-Rem-------------------------------- -------_.._ _._.----------.__.__._—______--- -- ------ Subtotals for structure: 9,905 0 4,963 4,963 People: 0 0 0 0 Equipment: 1,000 4,258 5,258 Lighting: 100 341 341 Ductwork: 4,723 293 2,735 3,028 Infiltration:Winter CFM: 29, Summer CFM: 0 1,894 0 0 0 Ventilation:Winter CFM: 37, Summer CFM: 37 2,436 818 406 1,224 AED Excursion: 0 0 137 137 System 2 2nd Floor Load Totals: 18,958 2,111 12,840 14,951 ` ��`'Y.Y -."e=Fn v,�_i{^ _ •v'�, tiff�s`- `f'- ji'"`L+t:'a r' .Lik C. "3ii,-.ti�>„i,_y.: ..,3j _ :`i, iy .t :Ctieck.Ei'ores;. Supply CFM: 532 CFM Per Square ft.: d+ 0.427 Square ft. of Room Area: 1,246 Square ft. Per Ton: 815 Volume(ft'): 9,967 e s`'> S st rri;Load Total Heating Required Including Ventilation Air. f 18,958 Btuh 18.958 MBH Total Sensible Gain: 12,840 Btuh 86 % Total Latent Gain: 2,111 Btuh 14 % Total Cooling Required Including Ventilation Air: 14,951 Btuh 1.25 Tons(Based On Sensible+Latent) 1.53 Tons(Based On 70%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer programa 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-va y. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM (Rhvac=Residential&Light Commercial HVAC Loads . 'Elite Sbftivaie,D6V616pment,:ln :NY Building:Technology_Group ;;Gibb Residence`.' 'Mdle�6 Place;:NY.=11764 _ c:',Pa`e 8, Equipment Data - System 9 - Main Floor _ Cooling System Type- Standard Air Conditioner Outdoor Model: RA1630AJ1 Indoor Model: RCF3617STA+R96VA0602317MSA Tradename: RHEEM, RUUD Outdoor Manufacturer: RHEEM SALES COMPANY, INC. AHRI Reference No.: 9100815 --Capacity: _ ---- -----------28400-------- - -------- ---------------- -- Efficiency: 14.5 SEER Heating System Type: Natural Gas Furnace Model: R96VA0602317MSA Tradename: RHEEM Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 55000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWB: 72F,WODB: 10F, SIDB: 75F, SIRK 50%, WIDB: 70F, Sen. gain: 17,624 Btuh, Lat. gain:4,678 Btuh, Sen. loss: 19,518 Btuh, Entering clg. coil DB: 75.9F, Entering clg. coil WB: 63.5F, Entering htg. coil DB:48.417, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 768 CFM, Req. htg. airflow: 194 CFM \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM Rhvac- esidential'&Light Commercial HVAC Loads, Elite'Softare Development,Inc: -NY�Building .Technology Groi [Mill Rhwac=Residential&:L'ighYCommercial HVAC Loads ' Elite Software'Development,IncNY_BuildirigTechnology Group_:`r --'GibbResidencee�.Place;IJY1.1764,.; _ a _ _ Pae 10 (System 7, Zone 7 Summary_Loads (Average Load Procedure for,Rooms_) Corny orient °'`: _ _ 'Area.$:' :Seri;.. %Lat= Sen`' Tota j i• w.L-• 'Desch `t on. =t.r - uan o's'' =Gain' YGan- :G i s a n. Anderson .30: Glazing-Anderson TW from Remrate, u- 281.4 5,066 0 4,673 4,673 value 0.3, SHGC 0.31 11 G: Door-Wood-Panel 37.8 1,224 0 429 429 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1266.3 5,169 0 552 552 cavity, no board insulation, brick finish,wood studs R38,FG2,12-16: Roof/Ceiling-Under Attic with Insulation 170.3 429 0 322 322 - — on-Attie-Floor-(also-use-for-Knee-Walls-and-Partition - -------------- ---------- —------- Ceilings), --Ceilings), Custom, From Rem 20P-30-c: Floor-Over open crawl space or garage, 1437.5 3,021 0 251 251 Passive, R-30 blanket insulation, carpet covering Subtotals for structure: 14,909 0 6,227 6,227 People:, 5 1,000 1,150 2,150 Equipment: 2,131 6,410 8,541 Lighting: 900 3,069 3,069 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1, Zone 1 Load Totals: 14,909 3,131 16,856 19,987 Supply CFM: 768~ CFM Per Square ft.: 0.534 Square ft. of Room Area: 1,437 Square ft. Per Ton: 787 Volume(ft'): 14,470 tea.:. _ _ _ - Y s••• n Lo - - Total Heating Required: 14,909 Btuh w 14.909 MBH Total Sensible Gain: 16,856 Btuh 84 % Total Latent Gain: 3,131 Btuh 16 % Total Cooling Required: 19,987 Btuh 1.67 Tons(Based On Sensible+Latent) 1.83 Tons (Based On 70% Sensible Capacity) tj 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. \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM 'Rhvac; esidential&Liglit Cbmmeicial_HV_AC Loads – Elite Software Devefopment,'Inc. NY Buildin Technolo Grou = - 9<.. 9Y _ P, Gibb.Residence Miller P16ce,_NY_'41764; --- --- _ --- - --------- _ - --- - - Page 11'I System 2, Zone I Summary Loads (Average Load Procedure for Rooms) 'Co, otlerif ,, :-- t:{s. --- --- —=—_- Seri ... y- Tot p .,,; Area':;: Sen:. _ Lat °" a } t,'F y __ D'-scri i'ri`- - e to - a o� `Q s rri= -in' =:Ga .Galm Anderson .30: Glazing-Anderson TW from Remrate, u- 118.1 2,128 0 2,145 2,145 value 0.3, SHGC 0.31 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1148.5 4,685 0 500 500 cavity, no board insulation, brick finish,wood studs R38,FG2,12-16: Roof/Ceiling-Under Attic with Insulation 1227.2 3,092 0 2,318 2,318 on Attic Floor(also use for Knee Walls and Partition - ---------Ceilings);Custom;From_-Rem -- --—--- —- -— --- -- ---�_� �_ --------- Subtotals for structure: 9,905 0 4,963 4,963 People: 0 0 0 0 Equipment: 1,000 4,258 5,258 Lighting: 100 341 341 Ductwork: 3,906 0 1,974 1,974 Infiltration:Winter CFM: 29, Summer CFM: 0 1,894 0 0 0 System 2, Zone 1 Load Totals: 15,705 1,000 11,673 12,673 Supply CFM: J532 CFM Per Square ft. 0.427 Square ft. of Room Area: 1,246 Square ft. Per Ton: 1,047 Volume(f'): 9,967 Total Heating Required: 15,705 Btuh 15.705 MBH Total Sensible Gain: 11,673 Btuh 92 % Total Latent Gain: 1,000 Btuh 8 % Total Cooling Required: 12,673 Btuh 1.06 Tons(Based On Sensible+Latent) 1.19 Tons(Based On 70%Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\S1\Private$\tombaccarella\Desktop\REMRATE\Gibb_Residence.rh9 Wednesday, May 10, 2017, 11:17 AM T Load Short Form �(r '�` E Job: Main Bayview Road [t e M E ENERGY' ® N\J�u� 1 � Date: 7/20/18 OLLk'I I:. e; Entire House �1 i By: Katelyn Maieski Home Energy Solutio nc. JJJ /' AUG 1 3 201 187 East Main Street,Huntington,NY 11743 Phone,631-673-0664 Email gdlamay3@msn com Ti 7A"r S� ® s y �} a i For: Main Bayview Road, Southold, NY Des; o srina 1a Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Ins ide db('F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1511 23761 14628 800 800 AH2 2nd Floor 1400 21466 11832 600 600 Entire House 2911 45227 26459 1400 1400 Other equip loads 4553 786 Equip.@ 0.91 RSM 24684 Latent cooling 4065 TOTALS I 2911 I 49780 I 28749 1400 I 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w _Fk w rights®flt" 2018-Jul-20 14 30 11 RightSude@ Universal 2018 18.0.16 RSU20822 Page 1 A=k 1Wnghtsoft HVACXMam Bayview Road—Southold rup Calc=MJ8 Front Door faces W • 9 Loadr$h '_77"F4orm =_ } r� Job: Main Bayview Road FI�i 1,9E ENERGY � ! 1 1�j t J I Date: 7/20/18 AM 1 s,>��Floor �. By: Katelyn Maieski Home Energy Solutions lnc. i 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn com F51 'Project • • For: Main Bayview Road,Southold, NY D- • • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Ruud Trade WEIL-MCLAIN Trade RUUD Model ECO 155 Cond RA1624AJ1NA AHRI ref 6046943 Coil RH1T2417STANJAUSA AHRI ref 7940891 Efficiency 95.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 16800 Btuh Heating output 143000 Btuh Latent cooling 7200 Btuh Temperature rise 163 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Entry 199 2792 1419 94 78 Family Room 347 5690 3735 192 204 Kitchen 314 3816 4790 128 262 Master Bath 73 811 405 27 22 Master Bedroom 277 5440 3156 183 173 Master WIC 131 2563 575 86 31 Mud Room 143 2648 547 89 30 Pwdr Rm 28 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2018-Jul-20 14.30 11 �- .U,•, .u. -y.a� RightSude®Unroersa1201818.016RSU20822 Page ACCK %Wnghtsoft HVACNam Bayview Road—Southold rup Calc=MJ8 Front Door faces W AH1_1st Floor 1511 23761 14628 800 800 Other equip loads 2091 361 Equip.@ 0.91 RSM 13580 Latent cooling 2682 TOTALS I 1511 I 25852 I 16261 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. weight oft,• 2018-Jul-20 14.30 11 �„_, .a •.,.,�.. ...q.� Right-Suite®Universal 201818 016 RSU20822 Page / + %Wnghtsoft HVAC1Main Bayview Road_Southold.rup Calc=MJ8 Front Door faces W c � Load Short Form Job: Main Bayview Road F I t,1 E E�3 E P C'1' Date: 7/20/18 "01 lI I��i`'' AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdiamay3@msn com For: Main Bayview Road,Southold, NY ll - • ® • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Ruud Trade WEIL-MCLAIN Trade RUUD Model ECO 155 Cond RA1618AJl NA AHRI ref 6046943 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 12600 Btuh Heating output 143000 Btuh Latent cooling 5400 Btuh Temperature rise 217 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 279 2610 1986 73 101 Bath 64 667 181 19 9 Bedroom 2 166 2463 2115 69 107 Bedroom 3 165 2394 2103 67 107 Guest Bath 103 2061 471 58 24 Guest Bed 257 3429 1116 96 57 Guest WIC 151 3879 2208 108 112 Laundry Rm 72 777 815 22 41 Storage Rm 142 3187 836 89 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 48VI'ightsbf - 2018-Jul-20143011 ,„,,,., Right-Suite@ Universal 2018 18 0 16 RSU20822 Page \Wnghtsoft HVAC\Mam Bayview Road_Southold rup Calc=MJ8 Front Door faces W AI-12-2nd Floor 1400 21466 11832 600 600 Other equip loads 2462 425 Equip.@ 0.91 RSM 11105 Latent cooling 2858 TOTALS I 1400 I 23928 I 13962 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. •{�}- Mii ightSoft- 2018-Jul-20 14 30 11 ^� ,,,•, „.. ..., Right-Suite®Universal 2018 18 0 16 RSU20822 Page 5 \Wnghtsoft HVAC\Main Baywew Road_Southold rup Calc=MJ8 Front Door faces W N r Basement 4 4x10 x10 6x10 12x10 4x10 4x10 4x10 4x10 14x12 4x10 4x10 Basemen 12 x 14 800 17 4x10 E q\400 400 400 Job#: Main Bayview Road Home Energy Solutions Inc. Scale: 1 :91 Performed by Katelyn Maleski for: Page 1 Main Bawiew Road 187 East Main Street Right-Suite@ Universal 2018 Southold,NY Huntington,NY 11743 18.0 16 RSU20822 Phone-631-673-0664 2018-Jul-20 14:31.12 gdlamay3@msn.com ..0\Main Bayview Road_Southold.r N 1st Floor 102 cfm �131 cfm Family Roor Kitcher 27 cfm Master Batl 86 cfm 102 cfm 9--__131 cfm 45 cfm 45 cfm 800 cfm Pwdr Ra Mud Roon Master WIC Entry Garage 92 cfm Master Bedroot 94 cfm 92 cfm Job#: Main Bayview Road Home Energy Solutions Inc. Scale: 1 :91 Performed by Katelyn Maieski for: Page 2 Main Bayview Road 187 East Main Street Right-Suite®Universal 2018 Southold,NY Huntington,NY 11743 18.0.16 RSU20822 Phone-631-673-0664 2018-Jul-20 14.31:12 gdlamay3@msn.com C1Main Bayview Road_Southold.r 2nd Floor Bedroom' Bedroom 107 cfm 107 cfm 6., 7„ Guest Batt 6 x 10 58 cfm 5 07 cfm 8" 1 7 cfm -,7 4x10 6" 284 cfm 8" I h 14" 50 cfm 4 89 10x10 19cm Storage Rn 96 cfm 6 12 x 10 4 Bath Guest Be( 4x10 4,. 41 cfm Laundry Rr 50 cfm 2nd FI at 112 cfm 6 Guest WIC Job#: Main Bayview Road Nome Energy Solutions Inc. Scale: 1 :91 Performed by Katelyn Maieski for: Page 3 Main Bayview Road 187 East Main Street Right-Sude@ Universal 2018 Southold,NY Huntington,NY 11743 18.0.16 RSU20822 Phone-631-673-0664 2018-Jul-20 14 31:12 gdlamay3@msn.com C\Main Bayview Road_Southold.n Manual S Compliance Report Job: Main Bayview Road H Lft)?,9 E E ti E R G) Date: 7/20/18 tr �• AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn com For: Main Bayview Road,Southold, NY Design Conditions Outdoor design DB: 85.6°F Sensible gain: 14989 Btuh Entering coil DB: 75.6°F Outdoor design WB: 72.1°F Latent gain: 2682 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 17670 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Ruud Model: RA1624AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 18944 Btuh 126%of load Latent capacity: 3993 Btuh 149%of load Total capacity: 22937 Btuh 130%of load SHR: 83% Design Conditions Outdoor design DB: 10.6°F Heat loss: 25852 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO 155 Actual airflow: 800 cfm Output capacity: 143000 Btuh 553%of load Meets all requirements of ACCA Manual S. wrightsoft` 2018-Jul-20 14 30 11 RightSude@ Universal 2018 18 0 16 RSU20822 Page 1 �Tv 1Wnghtsoft HVACWain Bayview Road_Southold rup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: Main Bayview Road ENERGY f I r�\1 r. Date: 7/20/18 u� AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@msn com For: Main Bayview Road,Southold, NY Design Conditions Outdoor design DB: 85.6°F Sensible gain: 12257 Btuh Entering coil DB: 77.0'F Outdoor design WB: 72.1'F Latent gain: 2858 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 15114 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Ruud Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 103%of load Latent capacity: 5400 Btuh 189%of load Total capacity: 18000 Btuh 119%of load SHR: 70% ORAOM• Design Conditions Outdoor design DB: 10.6°F Heat loss: 23928 Btuh Entering coil DB: 66XF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO 155 Actual airflow: 600 cfm Output capacity: 143000 Btuh 598%of load Meets all requirements of ACCA Manual S. * W rightsoft-' 2018-Jul-20 14 30 11 _ZL : ., w• .-sx. Right-Suite®Universal 2018 18 0 16 RSU20822 Page t IECA \Wnghtsoft HVAC\Mam Bayview Road-Southold rup Calc=MJ8 Front Door faces W Duct System Summary Job: Main Bayview Road 1-1 t;ns E E\1 F R G Y Date: 7120118 AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn corn For: Main Bayview Road, Southold, NY Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.224/0.046 in H2O 0.224/0.046 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 337 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Entry h 2792 94 78 0.089 5.8 10x4 ShMt 85.6 165.0 st7 Family Room c 1868 96 102 0.164 5.3 10x4 ShMt 31.4 105.0 st10 Family Room-A C 1868 96 102 0.174 5.3 10x4 ShMt 23.9 105.0 st10 Kitchen c 2395 64 131 0.203 5.6 10X4 ShMt 25.6 85.0 st9 Kitchen-A C 2395 64 131 0.217 5.5 10x4 ShMt 18.1 85.0 st9 Master Bath h 405 27 22 0 0 10x 0 ShMt 0 0 Master Bedroom h 2720 92 86 0.080 5.9 10x4 ShMt 74.3 205.0 st7A Master Bedroom-A h 2720 92 86 0.110 5.5 10X4 ShMt 59.3 145.0 st7 Master WIC h 2563 86 31 0.116 5.4 10x4 ShMt 48.5 145.0 st8 Mud Room h 1324 45 15 0.206 3.7 10x4 ShMt 23.9 85.0 st10 Mud Room-A h 1324 45 15 0.162 3.9 10x4 ShMt 33.5 105.0 st9 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st7A Peak AVF 92 86 0.080 330 5.9 10 x 4 ShtMetl st7 st7 Peak AVF 277 250 0.080 499 8.9 10 x 8 ShtMetl st9 SO Peak AVF 537 559 0.080 670 11.6 10 x 12 ShtMetl st2 st10 Peak AVF 236 219 0.164 567 7.3 10 x 6 ShtMetl st2 st8 Peak AVF 86 31 0.116 311 5.4 10 x 4 ShtMetl st9 st2 Peak AVF 773 778 0.080 667 13.1 12 x 14 ShtMetl wrighltsmft~ 2018-Jul-20 14 30 11 A= , Right-Suite@ Universal 2018 18 0 16 RSU20822 Page 1 Za \Wdghtsoft HVAC\Main Bayview Road_Southold rup Calc=MJ8 Front Door faces W 1 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 0x0 800 800 57.3 0.080 686 13.2 14x 12 ShMt ti 4'fJ- wrightaoft" 2018-Jul-2014 30 11 �. .,. .. -, Right-Suite®Universal 201818 016 RSU20822 Page 2 G� \Wnghtsoft HVAC\Main Bayview Road_Southold rup Calc=MJ8 Front Door faces W y w t Duct System Summary Job: Main Bayview Road H hi E E,\1 E R G Y Date: 7120118 AH2 2nd Floor a By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn com � • 0 0 For: Main Bayview Road,Southold, NY am Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.158/0.112 in H2O 0.158/0.112 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 257 ft 11 Will • • 1 - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 2nd FI Hall C 993 36 50 0.131 4.0 OX 0 MtFx 50.2 70.0 st6 2nd FI Hall-A C 993 36 50 0.220 4.0 OX 0 MtFx 36.8 35.0 st6 Bath h 667 19 9 0.105 4.0 Ox 0 MtFx 50.2 100.0 st5 Bedroom 2 c 2115 69 107 0.107 7.0 OX 0 MtFx 43.1 105.0 st5 Bedroom 3 C 2103 67 107 0.108 6.0 OX 0 MtFx 31.8 115.0 st4 Guest Bath h 2061 58 24 0.134 5.0 Ox 0 MtFx 28.1 90.0 st4 Guest Bed h 3429 96 57 0.143 6.0 Ox 0 MtFx 10.6 100.0 st4 Guest WIC C 2208 108 112 0.167 6.0 Ox 0 MtFx 19.8 75.0 st3 Laundry Rm C 815 22 41 0.147 4.0 Ox 0 MtFx 7.7 100.0 st3 Storage Rm h 3187 89 42 0.124 6.0 OX 0 MtFx 52.7 75.0 st5 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 130 153 0.147 552 6.3 10 x 4 ShtMetl st1 st4 Peak AVF 470 447 0.105 677 10.3 10 x 10 ShtMetl st1 st1 Peak AVF 600 600 0.105 720 11.3 10 x 12 ShtMetl st5 Peak AVF 177 159 0.105 424 7.1 10 x 6 ShtMetl st4 st6 Peak AVF 73 101 0.131 363 5.5 10 x 4 ShtMetl st4 wrig 9ts0ft" 2018-Jul-20143011 Right-Sude®Universal 2018 18 0 16 RSU20822 Page mom + \Wnghtsoft HVAC\Main Bayview Road_Southold rup Calc=MJ8 Front Door faces W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 177 159 106.7 0.105 506 8.0 Ox 0 MtFx rt1 rb2 Ox 0 284 234 983 0.114 812 8.0 Ox 0 MtFx rt1 rb3 Ox 0 140 207 93.3 0.120 594 8.0 Ox 0 MtFx rt1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 600 600 0.105 561 14.0 0 x 0 ShtMetl Bold/italic values have been manually overridden wrightso ftp, 2018-Jul-20 14 30 11 'Y . :.,•-_ .�..,r, Rig ht-Su de®Universal 2018 18 0 16 RSU20822 Page \Wnghtsoft FIVAC1Main Bayview Road—Southold rup Calc=MJ8 Front Door faces W Building Envelope and Duct Tightness Report ` 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 8025 Main Bayview Road,Southold Test Date 1/2/2019 Building Permit#: 42027 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope TiLyhtness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 1530 9 13770 E Sealed Attic 2nd 1114 9 11250 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 9326 a5a4ri—ETONes areas where the ceiling height is less than 5 Total Volume ; 34346 CFM @50 pa 1303 Air changes/hr@5 pa 2.28 a Compliance: Pass Duct Tisthtness: Post Constructio est-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 1530 Leakage CFM @ 25pa 60 CFM/100 ftZ CFA 3.92 Code Compliance: Pass System-2: 2nd Floor Duct Location Condition Space -------------------------- Floor Area 1114 Leakage CFM @ 25pa n/a CFM/100 ftZ CFA n/a Code Compliance: exempt System-3: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 1/2/2019 Christopher Silvia,Home Energy Solutions Building Envelope and, Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State SupplemeAt,sections 402.4.1.2 and 403.34 1 ddress of fest 8025 Main Ba i �v Roa(1, a�th0ld TcA Date 112/2019 DWIding Permit#:42027 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rata lD# 4150294 Home Energy Solutiones NATE ID# 187 fast Mahi Street ICC ID# Huntington,W-11743 BPI# 631-673-0664 �BuildinLy Envelope 'T! htness --- Volume CatculatiQu z Cltecl;if Ll - -- Floor Area- H, aght Volume ❑Conditioned BaSernent Basement 0 ❑Conditioned Crawl Space ISE 1630 9 13770 Q Seated Attic 2a 1114 9 11250 'KThe conditioned floor area of dwelling is caicuiated in 31y' 0 accordance with ANSI 2765,except f ofcandieipned floor Attic 9326 area includes areas where the ceiling height is less than s Total Volume 34346 ft. CVM @50 pa 1303 Air chwiges/hr ct 50 pa 2.28 Code Compliance: Pass- Duct TiAtness: Post Construction Test-Total Duet Leakage -- —-- System-1: 1st Floor - - - - - Duct Location Basement Floor Areal53o -- --------------- L'eakage CFM @ 25pa GQ CFM/100 ft!CFA 3.92 Code Compliance: Pass Ijuct Location Condition Space, Floor Arealii4- Leakage CFM Ca,)25pa n/a CFM/100 ft'CFA n!a Code Compliance: a etnpt System-3:Withha Condition Space- --- - - - -- - - -- Duct Location .......................... Floor Area Lealtage CFM @ 26pa CFW1Q0 fez CFA Cade Compliance: Ell] Building envelope tightiness has been verified using instruments and procedures specified in ASHAREJASTM E779 or ASTM E1927 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402,4.1.2. The building duct and plenum system has been verified as required by We 2015 IECC as amended by 2016 New York State Supplement,Section 4033,4. Signature� - _ Date: _ 1/2/2019 Christopher 804a.,Rome Enerpy Solutions - - N� EW YORK HOME ENERGY SOLUTION INSPECTION FORM DATE Z ENERGY STAR APPLIANCES BUILDER L04 ❑ Refrigerator Kwh C.V. Address I ❑ Dishwasher ❑ CW ❑ Oven PPM 2)irAj h Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl ❑.Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER-#Systems Window U SHGC GSHP Tons BTU TESTS: CAZ TESTING: Blower D r CFM Base Test Draft @ Flue Ducts 71) 1St FL 2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y ❑ N Where Venting Type N S M Srn_Q y_ e Comments: n V.c,� vv� t h v Yet Le ON HES Representative Date Site Representative Date Note:The inspection resuit(status represent the result of the inspection process only and does not reflect the final certification status. � KYNENE THE EVOLUTION OF INSULATION INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1 101.2,N1101.4,N1 101.8 2012IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC 11314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* 2x10 Attic AreaSlope Attic(Open) R- 36 at 1 Q inches**(DC315)Ignition Barrier 2x6Sloped Ceilings(Closed) R- 21 at ® inches 2x4Walls(location): lExterior Wall Closed R- 21 at ® inches 2x6 Walls(location): Exterior Walls Closed R- 14 at ® inches(includes Garage Interior Wall) Closed able YlYallsR- at ® inches paEe Pe4 wret_-Garage Ceiling(Open) R- 36 at 10 inches flwe _meAw _Overhang(Open) R- 36 at 1 Q inches Other(location): 113and Joist(Close R- ® at 0 inches **DC315 INSTALLED IN THE *Nominal thicknesses are representative of field,spray-applied foam material. ATTIC AREA AS PER CODE. Jobsite Address 025 Main Bayview Rd Southold NY 11971 Date of Insulation Installation 06/06/2016 Building Contractor 1H R P Builders Insulation Contractor lCary Insulation Insulation Contractor Phone 631)216-9350 Installed By Javier Ortiz & Sean Connolly INSULATION CERTIFICATE • ®O NOT REMOVE Please post near electrical panel. FIELD INSP ECTION REPORT • in um, _ N L..L '� , L� 'L:.: • • ' RX • • � I , � O 71yA,tM a MfMM 0 INSULATION PER N.STATE • .D �� ate!► •.� � ' � alt r([� �� 111111T111 !i�. _. ADDItIONAL COMMENTS % 1. . IV,W11 'i c TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL (@Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-95023!irvey SoutholdTown.NorthFork.net PERMIT NO. 7AV7 Check Qeptic Form ,N.Y.S.O.E.C. ',--Trusiees D C.O.Application U V� flood Permit ®Examined 5 2a D_ \ ingle&Separate "Storm-Water Assessment Form AUG 2 1 2097 Contact: 1 (- Approved ,20a BUILDING DE)P'i+. Disapproved a/c TOWN OFSO -lq q s 3 Phone; Expiration ,20 �?� [�— ?"«J Bui ' Spector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,'the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout'ihe work. e, No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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 Southpld,Suffolk.County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of building's,additions;or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,'Ordinances,building code,housing code,an gu ns, and to admit authorized inspectors on premises and in building for necessary inspections'. ) , (Signatdre of applica or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1� �M A ��100 5 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer-- (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which,proposed work will be done: ouse ttmber " Street Hamlei j j �`�� Block 1 County Tak Map." � S�dtiorr•--� Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA1i� f (iQ b. Intended use and occupancy—j—'r"_�? 3. Nature of work (check which applicable):New Building V-1 Addition Alteration Repair Removal De t �nsl <`3te E rk �.! (Description) 4. Estimated Cost '90P rG Fee , �t�,� i paid on,filing this application) 5. If dwelling, number of dwelling units Nt�'tf>��er of dwelling units on each floor If garage, number,of cars ,6.1 If business, commercial or mixed occupancy, spe± ° o e ((each type of use. 7. Dimensions of existing structures, if any:Tront Rear Depth Height Numberbf Stories' Dimensions of same structure with altbratiprts or-additions: Front 9A— Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front' el u) bear Depth ti Height 101- 11/ YNumber of Stories 9. Size of lot: Front '��J Rear .�� Depth 10. Date of Purchase r0V 11911- Name of Former Owner 1 . Zone or use district,in which premises are,situated 12. Does proposed construction violate any,zoning 14w, ordinaxice or regulation?YES NO, 13. Will lot be re-graded? YES .NO k/ ,Wille ess fil1be removed from premises? YES NO 1 .-Names of Owner of premises !• Address Phone;No. Name of Architect i`-�"W �gGrr .� Address '110? 0264 Phone No'��t V °Name of Contractor ' Address- %. Phone• .o•. 1 a. Is this property within 100 feet 6f a tidal Wetland or a fresl2water wetland? *YES NO f/ IF YES, SOUTHOLL),TO�GN'TR.USTEES'&rD.E.C .PEi MITTS` MAY BE! QUIRED. b. Is this property within 300 feet of a tidal wetar}d? �``YE�S, NO IF YES, D.E.C. PERMITS MAY BE REQUIREIP: 1 . Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 1 . Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. S--ATE OF NEW YORK) SS: COUNTY OF�`` `c e C� tieing duly.sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Q 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; th at all statements contained in this application are true,to the best of his knowledge and belief, and that the work;will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of_/'�� 20 l _ � G. � l.�• ROBERT A MAZZA ' Nobary45614 NUIARY PUBLIC-STATE OF NEW YORK ignature of 4 N 01 MA6207376 r QUALIFI IN SUFFOLK COUNTY CC V"ji iSSIOtiPPIRES JUNE 15,20— t S' ' F I UG A v vX ay-L-(IJRZ) Y idUJ li i (•Ma1Aa}(JOJ luawliuda4 BuuaaulDug of pJEM.Io�� •pamnbaIj sl uE1d 10JIu03 auaulaEEUElN JMAAMOIs �', ;.1 �f J�� ✓`� ,,�5 i, •pannbaH N Idt 1 Dl Ua— W a — ION UE O.!UO U]anEUE Ja EMUIJO1 11 1 ' � { -11ul.lad futPling fulssaooad.lo3 p9AoJddV I - - — — — — — — — — — — — — — — — ,i :VOM uolan.lsuo ouo[ >?a ssaJ laoJ a�EQ �I - - - - - - - - - - - - - - - - ��8 PaMaiAa� � i iii i± tiIdvwwrU 1{ !!III ,; }�I -uopeuuoju)1ocluo0 I * AIKO 3Sn �.N3V4.l.11dd3a DMITIlns 1J0J J 10.1 13010 U01paS i i i m ku eau s,Qi {� (ratpp`jolaelluoD`1Ua3y leuoissaJo.rd uuisaQ'iau,%tp laaadad) =1.NtrUl'7ddV i 0001 'KID'S — •uo.)Vagddd liuuad&?pInS 4n2LTp�luougndoa RMppnS ail(n uuoi 1sjj 31aoga palaidwoo a pus IIetd torluoa luamoBvURN Z31mmmols 13 3o saidoa omjL 11tups aseaid 'oAoge aql jo aaout m auo o1 SgA paaaAl sue noS jj •loafoad.inos of,kids lou scop gE2 aaldvga iaagwnN d7aN xeZ ilunoj '8 olva °uopeuuojtq laeluoj `omleuxt `aumN moi q1►m Atojaq uopaos lueaiiddd aq1 alaidma ;dohs 'oAoge suoglsonb aq1;o 119 o1 ON polmsue nmf,J1 �C V - --- -------�saa>✓��zr�s--snotn�aduli-�o--�ua>;uaoejdad�u�-�=u1<- , sapnpui Iusodo.id aqj puv umo j aqj Aq paniaoa.z sPA', uuld 10.1Tu0:) uowafuu� J3 UMWJo � o tnojddp zopd ssa un `o ow .io as I �- ISI � �S � I I � j i ! ajunbs 000`1 jo sao-e jjns snoinsaduii paopj.insa.l so Mau jo uoiJUJIBISUI •d ® I •asjnoo.za4pm Aup jo dpW WHIA uo j paloidap sp uipidpoot j ju@A-pajpunq-auo aqj uiqlim uoijujudasd a11S •ease PJL>Zuq uotsoJa , p1spoo so jjnlq `goeaq `spuptjam jo laa j 001 uigjjm uoijpledasd alts •Q �]El f aouUIstp pluozi.loq Jo Poi 001 I 01 asts IeoiIJan 100J 01 paaoxo piLlm sadots uo uopwPdasd alts •0 rvl fia -Poju snonBTluoo Aup .to taond Auu uigltm ?i I>?t.z im jo spiuA oigna OOZ UPgj a.zouz futntonut futtj>J so U011✓nPax3 ® �i •aoU jsns punosf jo poj onnbs 000`5 u-eqj I (`(�I a.ioul spa j jp goigm punt jo fuiddp s jo .2uipes2 `fuiggnsf `.2upp3j:) •V ®[ ] i (A'1ddV 1VH1 -nV 31331M) O� Salk i 'ID1�TgMM'10A alll 210 XNV 'F.�.AgoANI ,)(.O�1 Ud SIM, SRoQ ��- - - -- - - - -- - - - - — - -- - ----- --_—� ---- _ - -moi i - - -- -- - --- - -----(zuVDlladb Vig aav�o�i�� 0a of ------110 Z-U-c-9 n�---- 199HS XHOM JLNUNH-9VI0TM HUIVAkWHOZS ` 9£Z 2H1dVH3 O �Y10 O ZLMO u � 1-0� TLUT xOx MaN'a'IOHJnOS-pEa2I uT W 960£5 pl "' 6LIT XOR'0'd-11VH NM0.1 MOH1110S HOsInxRdns -l[�1[JL\VnW]f11H0JLS ��'�ns4��' IjassnN ®V 41005 i I r1PPLTCA":1 =. ' CHAPTER 236 S.0 I'09. t f)OG (Pruperty Owner Design P•oresiun T,Agevtj Cuntrator,Other) >, +„r. •—gc_.-- ' 1C8 314,/ Stormwater ItManagement Control Plan CHECK.LIST NA\1r c- \m �• C-��j�Jj gcctton Bt,c� I o; �+ S M C P Plar ttequtremenis.,Provide ONE copy of the Building Permit Appltcattnr,. v<aevna I ate. .� �.'� >k The applicant mi�sl provide a Complete Eixplanatron ani/or Reason for not providing �p3> ��o-ty -�>G 30l?�!'�- �� all Information that tuiy Limn Required by the following Chec•klisit I A Site Plan drawn to scale Not i_es5 that 60'to the inch MUSTYESlVQ N,4 If You ansa+'ei ed hlo oi-NA to any Item,Please Provide Justification Here' shoe;all of the followtn+. sterns: If you need additional roots foi explanations,Please Provide additional Paper. a Location& Description of Property Boundaries__-__ _. __ 10� _- -- - ____-_i _- b Total Site* Acreage 1 - - --- ---- -------- ---- ------- - - �' c hxisttna- Natural & pian Made 1•catures within 500 LF. DD of the Site Boundary as required by§mc, d. less Hole Data Initr.,ur:g 3crl Chatacteilsuc--,d Depth to Ground Water. —�r_--1249n17 e. Limits of Clearing& Area of Proposrd Lmid nisturhance.. SOC f L xiRt n sg& l'r oposed Contou t s of tl ie till e (Mu+onua Trrcettia s; C g Location of all e,isl iug&pi oposed structures, i ouds, 211 driveways,sufe�;;alks,'CII"rllnii�Te itTltlrOVelilE:IIU) utthtics. �C ----�- — - - -- — ----- -- - -- -- ------� ��e Ii Spot grades&f-nish Floor I,levationy for all existing& IAC I THOLD proposed structures. ! 1. Location of proposed Svkirnri:ing Pool and discharge ring. _ �.. - ===1��1-=1 _l.--=- Il ocate)n of propo.sed Soil Stockpile Area(:) OC k. Locattn:s of ptor)o5rci Construction En,tanccJStaging ArC'a(s) — ILJI� DRAINAGEI INSPECTIONS ARE REQUIRED I. Location of proposed i oncrete washout area(s). Contact Ctt TOS Engineerj_ng at- before-_j56_0 before-_ - - - - ). r in 1.UCahon of all piopoaed ercoion ,eunueut(onUul MCC-Sues• i0CBarkfill OR Provide Engineer's Qrtificat-on 2. Biot rmya ei managcmctit Coi itrol Plan rnusl include Calcoiationa bhuwing I . t:iat isle SV.)r InK':ItCr irnr tuvrtt�cnt-arc succi to capture,_,tote.andtnfihratc _ _ -u � ��t�g"�treeninstalieu t0 CDd ---- on-sae the rur,-off fiorn all injpeivious surfaces generalt•d by a two V)inch rainfall/ao)to t:vent. I tKUSION SE DIMENT WjyMetS :3. Details R Sectional Drawings foj stoinm'ater practioci are icyu)red for approval. Shall it1 lterw,requiring details shall include but not be lirntted to: a rn a. Erosion£x Sediment(:ontrnls. (�C Wife Backe}i rte`d Backe ruction En — - b. Construction Entrance&Site Access, i0 , 1Fencing, S C Inlet Drainage Structures (e.g catch basins,trench dia:ns,etc) OC 3,!ec1,ng ot ek OSe d. Leaclung SiruetureS (og.infiltration basin- swaleq,etc) -- — — 1"012 Cjl".f'.y,RP t'Sl ONL " r ,: Additiokal Information is Required. Reviewed& 1 ' 1 ® Stormw�ater Management Control Plan is Not Complete. Approved Bv. - i I Storinwiater Managenicnt Control Plan is Complete. llstei °� 9 I SMCP I11as been approved by the Engineering Department. 1,011M SWC C eck list I MS MAY 2014 � {, I Town Hall Arc � � Telephone(631)765-1802 54375 Main Road arg P.O.Sox 1179 maer.ri ' o�oCog fFO(�-`O Town Hall Annex �� Gym, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C f Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: S Location.of Property: 4 1�� Please tak6 notice that the(check applicable line): ` ';' ; • New commercial-or' residential,structure r=" -,I,'Addition to exisliing'commercial or residential strucfiire, Rehabilitatijphi&dn existing"commercial or residenef4,kructure �.�,C.�- to be constructed or perfonriTed at the subject property reference.:above will-ufil'ize (check appliceb``letline): Trusstype construction (TT) Pre-engineered wood construction (PW) _ Timber construction~(TC). in the following location(s) (check applicable,line): Fjoor framing, including girders and beams (F) 7z"Roof framing (R) Floor a d roof framing ) Signature: Name (person submitting his form): L''Y'% Io bJ Capacity eck applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 1/_S4 ?3J 7� >I')•rxft.� _1 fthn�4 - �sr1��tl•-�?S �ai•x�'��yd '' '�`.',=:�'.l7. T�';tiy�s��i tom.�^a.Y1a� - .Sttr ��rf ^�ti'Jt•�"� Lr� t..w �ir,�+'J„�•3 '{{�J,Stt�rx� `+ .p' �t'}ftfir{� j 1r •5 3-{ �•rifrt�` •`'`s�.:.. ;,"'Z't' 3•=.Ef 1� ice' `�1�-.r:, v'.+��st�tr S. ' �z;fit�,.' L�r�t3tr�'rY"as �:A. t)Y ✓.�.yy`s ..t •�,y, r Fr..9�,._„,a�,J Ie... �..>t, �,1r. �IYC• �G 4ZY `#s t.,t� �. s-�i.r4 O"�`" "• ^`his�' h„��it '�>�1� r-�L ' t • i ,. -r1 sr tr. „..L if. -�, v. 'c YJ:,Y t'i!�rL�3*.i�, •t��'t ,�-.,r rrf i'f ,?j �a � {t ty7• �"s'-v” rni AL 11,11 • , _ r ,z, / 3 t - a' 24..➢�' - ' t t t . t �. TOWN OF/SOUTHOLD, NEW YORK DATESept. 27, 1979 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2590 Dated August 15, 1979 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Ms. Celia Vitale (Rudolph Bruer, Esq. as Agent Appellant 19 Orchard Drive Main Road, Southold, NY 11971) Woodbury, NY 11797 at a meeting of the Zoning Board of Appeals on . September 6, 1979, the appeal was considered and the action indicated below was taken on your (X) Request for variance due to Iack of access to property ( ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................. Section ................... Subsection ........... ....... paragraph ................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Public Hearing held September 6, 1979. 9:20 P.M. (D.S.T.) Upon application of Celia Vitale, 19 Orchard Drive, Woodbury, New York, for a variance in accordance with Town Law, Section 280A, for approval of access. Location of property: Main Bayview Road, Southold, New Fork; bounded on the north by Norklun and Olsen; east by Krepp; south by Main Bayview Road; west by Gioscia, Michaelis and Doma. (SEE REVERSE.) 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE. (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE. (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE. and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 After investigation and inspection, the Board finds that the applicant wishes approval of access in the proposed subdivision, and the property involved has more than the minimum required square footage for each proposed lot, and the proposed rear lot does not have frontage on a public or private road and therefore requires access by right-of-way for which applicant is requesting for 25 feet in width. It is understood that the applicant also proposed to remove the existing cottages on the premises. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the neighborhood and will observe the spirit of the Ordinance. On motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that CELIA VITALE, 19 Orchard Drive, Woodbury, New York, be GRANTED a variance in accordance with Town Law, Section 280A, for approval of access, SUBJECT TO THE FOLLOWING CONDITION: (1) That the access road conform with the requirements of the Southold Town Board of Appeals. Location of property: Main Bayview Road, Southold, New York; bounded on the north by Norklun and Olsen; east by Rrepp; south by Main Bayview Road; west by Gioscia, Michaelis and Doma. Vote of the Board: Ayes: Messrs. Douglass, Tuthill and Grigonis. VED L� O Chairman Board of Appeals RECEIVED AND FILED BY THE SOUl"HOLD TOW14 CLERK DATES �7y HOURS'a-�O Town Clerk, Town of Southold FORM NO. 3 O TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. NOTICE OF DISAPPROVAL FileNo. ................................................................ Date ...........................> U��....��.7...... 19.7..! To ,KrST l,7......7P�AL7"`(....6MtP........COWN A DN[ J979 Thx T?oLi) Ck L I A ✓( -UFf L 1" Amit CrrWr ................................................................................ ........�� I 7/g0r!h-IU POA J ave� ocV ....72DYFR.. t' j PLEASE TAKE NOTICE that your application dated .. 19........ F0K ACctSS Ta REpiR LOT i t� for permit to-eenstrtct ...............................L�.......at the premises located at .................................... ................................................Y V( E V..... Q�Preet S 0(I T" L c� Map .................................... Block ............~.-................. Lot .........~:........................... is returned herewith and disapproved on the following grounds KC QV i? 20 Ni l.I G. B0Pr7?.r ........dF........!4PPEALS............? . '.."�..B��L. UAf� E...2................ T ?w! ...........A.h . ...............8 ...'. ....................... .. '.-.. .�D?!`" /Vo7l-A f)(rs-r1At,- ZO7 NOW B rC FdR -n C Building Inspector pt�Nu�N� aaARD FOK 2 L0-r5 yqAOe alUCt . r �(/ IVO K v�✓ 0 L k�E p� S MAIN -,&AYY'rt7,✓ 'ROA \ W GI0 Sc't,&11 M Do Mp, TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR TOWN HALL SOUTHOLD, NEW YORK I CERTIFICATE OF OCCUPANCY No. Z11981 NONCONFORMING PREMISES October 6, 1983 THIS IS TO CERTIFY that the /X/ Land J J Building(s) %J Use(s) located at 805 Private Road #21 Southold street —Hamlet shown on County tax map as District 1000, Section 078 Block 09 Lot 036 does not conform to the present Building Zone Code of the Town of Southold for the following reasons: the property has insufficient area. On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming /_X/Land /_/Building(s)- J_JUse(s) existed on the effective date the present Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the appli- cable provisions of said Code. IT IS FURTHER CERTIFIED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certifi- cate is issued is as follows: Vacant land, and may be used for such uses as are presently authorized by the Zoning Code in this 'A' Residential Agricultural Zone district subject to all of the requirements of the Zoning Code. The Certificate is issued to JACK L. OLSON & TEENA K. OLSON, his wife (owner, lessee-or tenatrt) of the aforesaid building. Suffolk County Department of Health Approval not applicable P 4, .., UNDERWRITERS CERTIFICATE NO. not applicable This lot has access by Private Qa4 #21 , an approved access, F• own"Law 280a. .' i Building Inspector Ifo � J Southold Town Board of Appeals dol p} SOUTHOLD, L. L, N. Y. 11971 TELEPHONE(616)765-1809 APPEALS BOARD MEMBERS CHARLES GRIGONIS,JR, SERGE DOYEN,in, September 7, 1979 TERRY TUTHILL ROBERT J.DOUGLASS , Acting Chairman Ms. Muriel Tolman, Secretary Southold Town Planning Board Southold Town Hall Southold, New York 11971 Re: Variances approved 9/6/79 upon the condition appli- cant(s) receive Southold Town Planning Board approval for subdivision, etc. Dear Ms. Tolman: E Please be advised that the following matters have been granted variances, conditional upon the appli- cant receiving your department's approval fos subdivision• (1) Appeal No. 2590 CELIA VITALE Location of property: N/s Bayview Road, Southold (2) Appeal No. 2582 THOMAS & EDITH PERILLO, 87 Old Country Road, Melville, NY 11747 (Agent: Carman, Callahan, Carman & Sabino, Esgs.) Location of property: S/s Great Peconic Bay Boulevard, Laurel (3) Appeal No. 2588 FRANCES N. FRISBIE, Clearwater Lane, Cutchogue, NY 11935 Location of property: W/s Nassau Point Road and S/s Clearwater Lane, Cutchogue (4) Appeal No. 2586 RICHARD PRAETORIUS, 846 West- moreland Avenue, Syracuse, New York 13210 Location of property: Westview Drive, Matti- tuck, New York. The applicants above are aware that formai applica- tion must be made to your Department before consideration may be made. Sincerely yours, Linda F. Kowalski Secretary VITALE, CELIA (Appeal #k2590) Applicant has filed application for subdivision approval with Planning Board. It should be heard late Sept by PB. BOARD OF APPEALS approval may be given with the CONDITION that it get Subdivision Approval, from the Planning Board. Taske<eor that the f e no app ' a "approves access where a y is 'nvolved" be a teit first goin to Planni ) i t.: 4tJS-U Y-Y IS A VtL;"I,JLLOF t•• y� SiCAON 72C9 OF rhE NEW YL-,TK STATE t i • EDUCATION LAW. t l\ ^ COI US OF THIS SUnVEY MAP NOT CEARII10 Z �•�Jirrc.�L t> �.Yr1'E=!._Ua�JfII :`:l' , flit LA,DSU,VLYvii S ti:L D S.AL OR I t �� • f j �/W�� \'F '•E+�;8055:D SCA'_SMA-P:--,r ilk CONSIDE"ED r~" �1 (,t(d l.Z:.tl rj f j O f 1T 0�7e •�y, 1�0 BE A VALID r..UE CC1f•Y. �;.• I.: � CJ•`.� '�tr��"`• +,3Q wry yy,"e ,GUAPAKTEE57NCICa T-D H,t:a;N SHALL RUN �_ - - �•. _ Y 'i Ot: TO TH•c Yi SO.-FlR';,. 1{ THE SU,.VF° 1r .r .�'. _ �7�r'rr•"""' ". •.-'-^ 'YV IS FRE.A.^,EI),A:'D G, HIS C.;IALF rO,TIiE tf�r`' �L�Y� O {• - y - - - i .�" _ , ? r kiTLI COIAPAt4i,G,>VL«i:;,iENIAL A ANLY AN �` '`'• ,-',,•.�• - - _ 1 _ _- LY G•. '� • ' _ ti - I L NDL,7G'Ii:S(,TUTION LISTEL H_neUN,•AND f it J f ; r''�,.,. !prf}td� j•i „p d'�`:d ` i :; ��• JCTHE'ASSIGNEES OF THE LE,'DLIG;INS71••"-•`•• r ,./","""""""�”' •�• _ �' .' _TUMDAi GUARANTLL5 ARE RIOT TRANSFEAABL9 _ ,r`� _ �• 1 - Q9 - I - ( ,1 TOA DITIONAL INSTITUTIONS OR SUBAOUEM,L (,�'+.�_,j+�:-•1 JyI,. ,/: t .,• /-''�/�,_•:v;3`..^ y •.... _, - r ` rt'1y'j4 ti .('I�� a ,' \ t n,' Yf�WN - L-..tet••t•..br`•l.a •'.'.,,`` • / .E f�-'V ..�_ !E-Y� °r,T ♦ - i I i'j`'/( ,',s�.•!•1fir.:'_ -O• j1 •1 ;r ( ,�T' '1 i.J:I'i \ •�`•,' .'/`V�♦Y �, 4L.:'.-: Vr` i,-. -aY4�'LYT�95- •• `:ti y - ^ r e i ":,; •fin ��,, _•_ . ^ �:��.:�J a` y �y • . `' - r =: - '. � � ; I: \ is 't3,�,A! ! V •r r 1~ _.....-�..•..� , �?r^ ,('r+•7 ✓� Y'C!VKEYaGf ... ,_ � 1 �" � •-:. a' � r:', � T�, •� ., L, �� .'t Ii7 - .--c_r.. � ,a^ r r �' l,F - ,, 7 .,t •j- ,Yr-- ,.` ,.,QAC t`?• ": - i ✓.�{p S: n?- ".`+`• l i lits � � . . 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'+ . e)04 �C1't�• '7C1rTf�_r. `�Sf :7GY7'"jL:(•l-" Y� �' _. ,.e'�!•�.;�ty�� +}• `•/�r'T •s/_ =a'' �•--'.-�' �' "a.: � �r.�`'. - - , l - �'`�bf -•� _ F:.- /� ) l* _ .t::Yom.. ,i i+F,`,v'Y,.L! r,K 1la�i -I..7 ,r�• •4 r..�.:•C..t...t'::;;.::.. _ i a r/r^1ry �►. ©! T Bloc Y r i• r3 .. � 7: ti.< Y.r f`:y' v � • ,�Y ..:. 't, _ ...+:rw�.i�....:.o:. r'f-+ter--+•+-•--.-.....-.r.._...;. - --__... ._.... ...,-..-- --- .. .� _ •''y.i, _ - - r"Ys:�•' .fit,.';:" ,�., _e„ ., ...._.., . , - ' , •,11I• 't 1 •,••_ ••• ._ •»-�NAUfN07tR[D'7CLTTR7lTTGN'OICJCOGRLCTj_...•......,•._._.....__.. ... .« _ _._ _.._ __ .. ,__ «. _ - ... rt i• .� : „�� •r.". ' (. TO THIS SURVEY IS A VIOLATION Olt 1 _ SECTION 7200 OF THE NEW YORK SPATI . 3 `.�.%�.% !t j�t. c..r:v'.:7_�3iti•�;�.�f+ EDUCATION LAW. COPIES OF THIS SURVEY?AAP HOT SIARlNO • �/ 't F'; THE LAND SU:VEYOS'S INX,.D SIAL OR WLR ' Lan, AMIOSSED SIAL SHALL NOT IE CON'WULD $ 1 t r7 1' S.h5�i E "� G. B + ',� ��• TO RE A VALID TRUE CO/f. 11) f y w,• b4RANTEES INDICATED KACOU SHALL RUN M ONLY TO THE t'E:SO.,FOA Yr:"M Tdc S%Vt S PREPARED,AI:D OA HIS t.::hLi l0 TNS t•+� '_r r• �•'' i r•-y1�• ,v t1t A'TLE CG IMTIT,GOVL'Slito AL.:i'CY ANT. LdNnING I!-L•TITUTlON L'Slw 1..•:v:-,A,:D + ,' �. •Q� \, 16�Tht ASSICNKS OF rl:.Z,D,.G I 11- • TUTItsN.GUARANTEES All,WI %.A„SFi;.AkI TO AADITIONAL WITUTIO,.S W SUISEOWt- � ! ! i ,~ t �•.••. V) �. rrJ'�s`. \ h 1 �! V1 Y:V • .►,O!.r I i�::l..:" ,��.. !''. -. . �'•, •�J�l.�l.iL�Ir. „t - V � �C'71-L- /�'Q�� y.cs� J�� ghF4Aus7 �]Cl�l N 3-r,- 6A. 64"Arwc- Lu Gi I /�, AGE O� I11QM { ta� e x a1 EV � � ,'r�• V � ni I ! � U!• ` •GSy� L <-:YE^CY•= rr ��=�' r"ti.. 1 �d ;a_•rrL'f►1� TT• .. ... � ...T._.. err«..��1�.�-7 '2.�i•:tj. � 70 I. .'. .....+. .... .. �. ... __. N-6-1 07W t.. •�•�---r�te�y-,_- :^ �y I ; .L _.. .. _. ,» : ' y ' • 'J'_- �, \I� 1`%l'.'C. "•f:r�' •. �.JGt.J.�.7 Ir"vlro-Y'f y k7t,4c a�!�•! `'/�t'.�►Vr^!.'E •C LJHc. lrl�•fcY '�•,77}t•` .� .» �M i, �,.y 4 'Y � 1\�Nf-•'T•7C'.f' i'v'r' '�) V� y'Lt"'Ffleif^ Sc/�iL/iv':C�i:?C,'�; .I' ! , t,•��• �' � Carrkur.: ;�n m 3c.1 .Co.0.RW. aci-Tar aui^V4•cf. •, :+:e:, 7,'Cr /:a:i'Z if:?l�fT V fi G� illLili 0/::j • t� iii•... 1/F....•__ 'r=..-.+�. � �. � :.Jf��L:,t:,• ,-».%h:fr ,•i7•X /: L :,r• l t0,_.►fry.�•(F f1,:,, .�,c .� h•y. { �, w 11 r ! t • r :,^,. t `i , :Jt'Ls'c '� �r V: •r 1 T +MMI►fNORIZEp ALTERATION W ADDITN701 X 9,17 TO THIS SURVEY IS A VIOLATION OF ��Y�+s•+.�r/r`I� {ECT(ON 77MW YORK Of THE RK STAii �J•G/t-� l�l�'"'�.�+ I COt2P. TION LAW. -A:la•i, 'f0d son" ( COPIN OF THIS SURVEY MAP NOT BEARING -MLAW SUkVEYOR'5 iNK-D SEAL OR I� s IMIO5SiO SEAL SHALL NOT BE CONSIDERED f n�i '--^ --z—'-�-•^• ^- - -WTO,IE A VALID TRUE COPY. t GUAR NTEES INDICATED HEREON SHALL RUN �+ - �f� �� ONLY THL VE 50I4 FOR W40M THE SUAVIY I } 1 I IS PRET ' ED,A,:D O!,His BLHALF TO THE •-yt.� t� TITLE CO ANY,GOVERNIALNiAL AGENCY AND . LENDlivG T NEESON THE NDING ,AND /'-� `�.. \ // h THEA 6NE55 OF THE I HUED ,INSTI AN YV/ l/ Ff- \/ -- _ 1 -' (. `J�•� �1 7UTiO::.GU RANTEES ARE NOT TRANgUAA1 {' j Q t / -�$, 71 ;,.f —• IJj ttO ADOITH]!6*0611TUtJOW OR SURSEQU11W R 7u — - — r owN or-- cx.r7-p4oc_a,N.Y. Ac dPROVED BY ED a �> t390• s 1 RgCE1V Y `0 - ' PLA"ING BOARD SOUT4�0�1 'fOW� 4lAt�ilt�6 � 1979 TOWNA* SOUTHOLD AUG 2 - t } - ✓' 5P ;7 Q8 LT) 14.64^07 W —yz..8.9:� g2$,�f'7 -1b Y�ck�ria •l�r'iYa r ;i =ti tc�3 t7 ' f•: !fuer !64-' be ;+ur-kror subcl vic(pd; Corrftur,, tror+t SE.,�: C_b.0.�?l+Y, cxer'ittl�urv�cf. _,._-„ -.-_.---._._..-..._� __...- � -�' •'- . �. Maap�-&d Julct Z4, l9'� cival .vG�15 arid. GO�.S�Lo16 ry��lk. Caurrhj ;aX Mai; l�sigtTa'�rc�r: A.}rr�rtc�� rj�f. Z'S,t$�7� 4-icensed Land SQ.ve-tev-s 100C),:,ec 07F. 61OCk 9,A--(. 54. New I ` USES P��4C � ,9 f• Q C W4hA A SURVEY OF PROPERTY SITUATED AT WELL SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-34.1 SCALE 1 "=50' 'Qr SEPTEMBER 4, 1998 N `27B ° JUNE 27, 2017 UPDATE SURVEY AND ADD PROPOSED HOUSE \ �` ^ d JULY 30, 2017 REVISE PER S C D H S NOTICE DATED 07/25/2017 \ �R c AREA = 50,979 sq. ft. 1.170 ac. CER TIFIED TO: KIM G I B B S xz„ / LrtDjNc h� \ 3J NOTES 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM9 EXISTING ELEVATIONS ARE SHOWN THUS:xxx o`4 4__ 1a.� °' 1 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6DEEP, 8' die. �� 4 / •sT�kpi PROPOSED EXPANSION POOL �cj 11 Cleanout must be installed on the ®PROPOSED LEACHING POOL septic tank inlet waste line.All utilities ®PROPOSED SEPTIC TANK v 4 / 646• F'� S / / 61P, / require a 5ft minimum separation to 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD the septic system. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. a \�� 2;Uo 44'z4sv s 5. PROPOSED LOT COVERAGE = 2,376 sq. ft. OR 4.7% OF LOT AREA (INCLUDING HOUSE, PORCHES, DECK & CELLAR ENTRANCE) N� x2D.5 `Qcp 2 a 4. / DRAINAGE SYSTEM CALCULATIONS DRIVEWAY AREA 1,800 sq. ft. copse / >�� / / cy .2UQ�JA�m O.�GtiG 1,800 sq ft. X 017 = 306 cu, ft. "Rq,(+o,1, /+ •rel �� 0 / a,� y'"" 'ti\�� 306 cu. ft. / 42.2 = 7 2 vertical ft. of 8' dia. leaching pool required `F r� C "-. +i na / / ,J4, PROVIDE (2) 8' dia X 4' high STORM DRAIN POOLS H64.0 /r f / o• ROOF AREA: 2,185 sq. ft. >' 6% / my; / / ,'p`, �,`•� 2,165 sq. ft X 0.17 = 371 cu. ft. - °O" / + " / / / �Q 371 cu ft. / 42.2 = 8.8 vertical ftof 8' die leaching pool required PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUPLS4 /S• �r cc + 2 + �'� yo zsD., / PROPOSED B' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS 1 P�"'�T ' >•• / aQ > Ho / TEST HOLE DATA I 3 PREPARED IN ACCORDANCE SURVEYS THE ESTABLISHED STANDARDS FOR TITLE SURVEYB AS ESTABLISHED (TEST HOLE DUG BY NATHAN CORWIN L 5. ON MAY 26, 2017) '• BY THE LIA OVED AND ADOPTED O FDR B E BY THE�•N{EW YdRK STATE LAND EL 20 3' ' O� / .O TIT �50tTIgR,•C� /�� , 0' .� f t ''FF{V/�`//F- �7 DARK BROWN LOAM OL �B,C •� �f 0 / 2 VO g-\ y. 1 T jR/N '• •°gM`'4f/vr aro LNC cy� ® BROWN SILT ML `/.� • 2Q Rf 2 V2 5' � � 38 95, fx 0 PALE BROWN FINETO MEDIUM SAND SPa JtS" EL 40p�q•� Zi\1F i�e'wa eT s1g O rp 13 HIGHEST EXPECTED GROUND WATER 163 m � �O 'S't•ya��3� � 4�' /� TEST WELL No USGS 410234072243601 5 53328.1 611r 0 OLK CO}.r+'1 i 7 DE ��"i � µa��• �(�, C' £ EL 3 4' 16 9' 6d F y!1 GROUND WATER PER TEST HOLE i'�t�✓:i,y4 5' •d 1`="sem • e /� WATER IN PALE BROWN r�py 1,1�+ P Y Llc 668 ��' r TO MEDIUM SAND SP _j��•�;1�r'?� E: �1 5 '�^ UNAUTHORIZED ALTERATION OR ADDITION �SVfe L. i•'7�•4,Tt=-'- TO THIS SURVEY IS A VIOLATION OF ! 1 SECTION 7209 OF THE NEW YORK STATE 1 EDUCATION LAW Nathan a t Corwin III AUG i _ _o COPIES OF THIS SURVEY MAP NOT BEARING 1 R; R THE LAND SURVEYOR'S INKED SEAL OR � �® 'o^• LandSurveyor EMBOSSED LID SHALL NOT BE CONSIDERED �/ " TO BE A VALID TRUE COPY /� �� ,� ��R5a,•,�, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY K •,+•i��iiaq`�IS PREPARED,AND ON HIS BEHALF TO THE e 1 �' 2017 o I yq tt •9 vd •�OSyuCY{M Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND JUL R�cO ��tdF l�,e.'�`�v1Zd%!��= ` LENDING INSTITUTION LISTED HEREON, AND ' o f`. �;E OF j APPROVAL TO THE ASSIGNEES OF THE LENDING INSTI- C�a / i 5• c'>< PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE HEAL11j S ACES J Nc ro oN - PXS TL:,�,EE i P F THE EXISTENCE OF RIGHT OF WAYS U��•s`+®' �a eeyJ®psp��®y/qe� c ° OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1e�CL N WASTG�IH E MGT. I - - 1586 Main Road P 0. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. f Jamesport, New York 11947 Jamesport, New York 11947 WELL Q3 $ 90. @4 w"� 6S. CV U p\��' �3� Cvr ��rL 11'' kT of `\ xzu 2.0 Rio 3 i�p�IX31� Zo, // \ \\ 1890• -14 xZLL C ST0, W �I ��V(�/C��^ c x N V , 4/ / / arm, � �•,' ��sos .. �/ // - ce b• \\ �i • any ,�y 'g,/I // / ,�Q' N xlu r V X210 r t ^�'A . 0 •• H 6 ,' / 0 • tom 4 01>1 0,, i f •• + 'm \\ / ci Wf ,� � \\ / / � / U '•- /i + \J / TEST WELL x20. / �e y. /y/� Q• HO / W414 ,.• Q_ �D_ `C " �` - ° ° • / O0. '� "OO 0. �0 95, 4y 0 • o ry� s �•�J d 0 PV(�jC4'C Wq� ORQ1C r�,, '^�pC 10 p Gy, STEEL OR WOOD eFY TYP. EXTRA STRENGTH FILTER FABRI POST( REQ'D.WITHOUT WIRE MESH SUPPORT 10'MAX.O.C.SPACING W/WIRE SUPPORT FENCE 6'MAX.O.C.SPACING W/0 WIRE SUPPORT FENCE s.h =� ty..�• NOTES: ''•' •a.''T°�T-r'T��1...; TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS , ATTACH FILTER FABRIC SECURELY REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. " TO UPSTREAM SIDE OF POST TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH i PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT Cl-T RRN-R DRT T.S STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH NOT TO SCALE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO EFFICIENCY. FENCE AFTER AND REQUIRED PERIOD OF USE. 2 EACH MAXIMIZE STORMNDING EVENT AND REMOVES ED PECT MENT WHEN NECAND REPAIRIESSARY.LT REMOVED SLOPE OR LESS SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW STABILIZE ENTIRE PILE 1 OFF-SITE TRANSPORT. WITH VEGETATION OR COVER y W W 36"HIGH POLE(MAX.) �' �' STEEL OR WOOD POST u• .I, FLOW HAY BALES 2"x2" STAKES (TWO EACH BALE) lY 14, LFLF OW y y y y y y y y y y y COMPACTED GRADE BACKFILL DRAINAGE INLET ,L 1Y lY y W W E W W lk W W / h 4"X B"TRENCH W/COMPACTED BACKFILL BALES TO BE SET STRAW BALES OR SILT FENCE IN 4" TRENCHELEVATioN TRRNCB DRTAIL SOIL STOCKPILE (NOT TO SCALE) HAYS r.. B BI-B 0 INLETS (NOT TO SCALE) (NOT TO SCALE) SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-34. 1 SCALE 1 "=40' SEPTEMBER 4, 1998 JUNE 27, 2017 UPDATE SURVEY AND ADD PROPOSED HOUSE AREA = 50,979 sq. ft. DRAINAGE SYSTEM CALCULATIONS: 1 .170 ac, DRIVEWAY AREA: 1,800 sq, ft. 1,800 sq. ft. X 0,17 = 306 cu. ft. 306 cu. ft. / 42.2 = 7.2 vertical ft. of 8' dia. leaching pool required CERTIFIED TO: PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS ROOF AREA: 2,185 sq. ft. KIM GIBBS 2,185 sq, ft. X 0.17 = 371 cu. ft. 371 cu. ft. / 42.2 = 8.8 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS NOTES: PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Lr - EXISTING ELEVATIONS ARE SHOWN THUS:XX,X 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: � 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. PROPOSED EXPANSION POOL ® PROPOSED LEACHING POOL TEST HOLE DATA ® PROPOSED SEPTIC TANK (TEST HOLE DUG BY NATHAN CORWIN L.S. ON MAY 26, 2017) 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EL. 20.3' 0' 5. PROPOSED LOT COVERAGE = 2,376 sq. ft. OR 4.7% OF LOT AREA DARK BROWN LOAM OL (INCLUDING HOUSE, PORCHES, DECK & CELLAR ENTRANCE) 1' STORMWATER MANAGEMENT NOTES: BROWN SILT ML 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 2.5' MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. `2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING PALE BROWN FINE AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS TO MEDIUM SAND SP OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS EL. 4.016 3' TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE HIGHEST EXPECTED GROUND WATER SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE - lo. USGS 410234072243601 S 53328.1 SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, EL. 3.4' 16 9' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL GROUND WATER PER TEST HOLE BE STAKED-END-TO END AT THE BASE OF THE REQUIRED SILT - WATER N PALE BROWN SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO M SAND SP NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ®�5 ARE it UIRED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. DRAINAGE INSPEM at 765-1560 before 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. ineering 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. Contact TOS Eng Engineer' Certification 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED Backfill,OR Provide Eng ON THE PROPOSED RESIDENCE. been Installed to Code. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. has tha�tYhedrainage B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS EROSION &SEDIMENT CONTROLS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. Shall include but not be limited to: 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW A well maintained Construction Entrance, IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF Wire Backed Silt Fencing,stabilization & FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE Seeding Of eXllOSed and/or inactive SOIIS. VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION sD-MIN AND GROWTH. OR TD BE SuFfMENT TO 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85Y AREA NEEP SEDIMENT ON SITE � I HAY DA1Es AND/OR VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED REAS NO LARGER SILT FENCING THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO o � THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, I ------------------- 0o OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. PREPARED IN ACCORDANCE WITH THE MINIMUM SILT WINCN°/0R STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PLAN VIEW APPROVAL OF STORM ATTR flIIANAGEi'1ilENT FOR SUCH USE BY TH !ATE LAND TITLE ASSOCIATION. OF �evY , COltifi'ROL LA -T Code h r 36 "Y Date: 7 ROAD Approve toy: �y HAY BALES AND/Oil 7S -LT FENCING Z CONSmULRION EdRMNCE BASE OF , CWIPACTm J/4 SiClNE BLEND OR N.Y. D.0 T.APPROVED RCA FILLTON'MIN. CRAM TO F DRAINAGE I I CROSS SECTION MMPO ARY CONSTRUCTION ENTRANCE 67 O� (NOT TO SCALE) lr` -`� Y.S. Lic. I TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) UNAUTHORIZED ALTERATION OR ADDITION (NOT TO SCALE) TO THIS SURVEY IS A VIOLATION OF CAST IRON INLET FRAME&GOING. (FLOCKHART 063518 TYPE 6840) SECTION 72LA OF THE NEW YORK STATE Nathan Taft o r�v i FINISHED GRADE OR 6'THICK REINFORCED CONC.COYER EDUCATION LAW. B"TRAFFIC BEARING SLAB 1'-0' (mor.) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor PIPE FROM ROOF GUTTERS EMBOSSED SEAL SHALL NOT BE CONSIDERED e'-0' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN CRUSHED 3/4'- 1-1/2'STONE ONLY TO THE PERSON FOR WHOM THE SURVEY c ALL AROUND IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Ingegn , Jr. L.S. '9 LEACHING RINGS LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. m REINFORCED PRECAST GONG. TO THE ASSIGNEES OF THE LENDING INSTI- 3'-0' 4000 PSI 0 2B DAYS 3'-0' 3'-0' 4' (min.) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE(mIn Title Surveys — Subdivisions — Site Plans — Cons ruc for PHONE (631)727-2090 Fax (631)727- Y THE EXI° E OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDF E AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-34.1 3w � SCALE 1"=50' = SEPTEMBER 4, 1998 �\ CIV JUNE 27, 2017 UPDATE SURVEY AND ADD PROPOSED HOUS JULY 30, 2017 REVISE PER S.C.D.H.S. NOTICE DATED 07/25/2017 ` SEPTEMBER 22, 2017 REVISED CELLAR ENTRANCE \ $ OP AREA = 50,979 sq. ft. 1.170 ac. CERTIFIED TO: KIM GIBBS �i „av NOTES: �0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �'M� t ?o, / `� \ ?39,90• EXISTING ELEVATIONS ARE SHOWN THUS:M.Yy�� / 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. / .4 Sr 2 POOLS; 6' DEEP, 8' dia. o� r , PROPOSED EXPANSION POOL }G\444 / ��>r �A, ®PROPOSED LEACHING-POOL Gt�O� �7 / ,`1 ,1? N �CEIVE ®PROPOSED SEPTIC TANK a� 4a• {�F� ��• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD n r�Gy OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. :o� L��\ �.' eA J _ j q SEP P L 2 OY7 5. PROPOSED LOT COVERAGE = 2,376 sq. ft. OR 4.7% OF LOT AREA (INCLUDING HOUSE, PORCHES, DECK do CELLAR ENTRANCE) • ' • ' fir, 0 0 BUMDING D PT. DRAINAGE 6-ISTEM CA CULATIONS' C% �, r�;,t / „?SD o�` `o TOWNOF SOUTHOLD DRIVEWAY AREA: 1,800sq. H. �, 4yL 1,800 sq. ft. X 0.17 = 306 cu. H. �� r +tI 1��•4 . �b ) / i VS 306 cu. 0. / 42.2 = 7.2 vertical ff. of 8' dia. leaching pool required / b PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS ti '� N 64. ROOF AREA: 2.185 sq. tf. !4p, O�'p0+ / �� ! / SO 2,185 eq. ft, X 0.17 = 371 cu. N. • 371 cu. it. / 42.2 = 8.B vertical N. of 8' d1o. leaching pool required •• .• ''� Wr PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS J PROPOSED W DIA. X 5' DEEP ORYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: PROPOSED S' DU. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: 4m TEST HOLE DATA PREPARED N ACCO(DVICE WM THE YNWY STANDARDS FOR TM SURVEYS AS ESEAE�ID® (/ESf HOLE DUG BY NATHAN CORWIN LS ON MAY 26, 2017) <�I s ■ � IV BY THE� N/� APPROVED AND ADOPTED FOR S"USE NEW YORK STATE LAW EL.20.Y TME ASSOQATIOIL DARK BROWN LOAM OL pq, BROWN SILT YL Cl•• 23M PALE BROWN FINE EL 4,0 To MEDIUM SANO SP $ LBS• TEST WELL Na�HIGHEST E%PECim GROUND WATER .• O ® �At v.n1z>te07 a s«7a.t �'• E14 te.a' GROUND WATER PER TEST HOLE WATER IN PALE •�•�•_• �v N.Y . Lice No. 49668 WN TO MEDIUM SAND SP r �, 50467 UNAUTHORRED ALTERATION OR ADDITION ' TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Natha orwin III EDUCATION LAW. COPIES OF THIS suRVLY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED AYreF TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SWILL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE qy�_ Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY,GOVERNMENTAL AGENCY AND `VL LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TwoN. CERTIFICATIONS ARE NOT TRANSFERABLE.THE EXIENCE OF >b OFFICES LOCATED AT MAILING ADDRESS AND/OR�EASEMENTSR F IGHT RECORD.OF F it 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NDT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 -Bp-e- SURVEY OF PROPERTY SIT UA TED A T WELL S OUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-34.1 a4ry4�� \ \ SCALE 1 "=50' wam °� s SEPTEMBER 4, 1998 �� '`v 11 � ss''b0. JUNE 27, 2017 UPDATE SURVEY AND ADD PROPOSED HOUSE _ �Q F 25 `\ '10,1x` JULY 30, 2017 REVISE PER S.0 D.H.S. NOTICE DATED 07/25/2017 SEPTEMBER 22, 2017 REVISED CELLAR ENTRANCE OCTOBER 27, 2017 STAKE HOUSE FOUNDATION NOVEMBER 21, 2017 FOUNDATION LOCATION AREA = 50,979 sq. ft. 4 \ \ 1.170 ac. V� CER TIFIED TO. 4�=°�r x211 \ KIM GIBBS X \ NOTES 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:XILX °4 x2&4TQp ` tiQ x22.0 �fMfA�e ID 211 X `V amass. a ca = x2Ds 3?rob NOV 2 7 2017 _ qw ASD �\°�4 CJ 4.4 N a ryb� �oj�w Towt14 of Sf 3'>�TI` OLD 64°x'00. i x2m • e. _ / ��3 HOLE TEST HOLE DATA PREPARED IN ACCORDANCE SURVEYS THE MINIMUM TEST HOLE DUG BY NATHAN CORWIN L S. ON MAY 26, 2017 1 - • OR, o STANDARDS FOR TITLEAND SURVEYS AS ESTABLISHED �T ,[y BY THE LIALS AND APPROVED AND ADOPTED V > FOR SUCH USE!f V,IAND EL 203' TITLE ASSOLNPO-TH ]{,y DARK BROWN LOAM OL o -g_ P��'�fy. iJ (_ •t 4i y.. ®per, BROWN SILT ML d T.'A •• ?3Q I� l'°'e 1 aiP'6d��1 2 5 � `L O y� " •• 8 ys, � l' A�PALE BROWN FINE TO MEDIUM SAND SP •'- � O y R3 •'� .,,c(� j� - EL 4D 763' P .( @?@q2. YY Y 0 ^' J HIGHEST 2EXPE3409ED GROUND WATER -"•4�• TEST WELL No USGS 4T 1407 a4TGR S 53328.1 I "W �^ EL 34' 169' t.• GROUND WATER PER TEST HOLE WATER IN PALE BROWN N Llc No 49668 TO MEDIUM SAND SP UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE a Orwin �� EDUCATION LAW Nathan T COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TLEND NO COMPANY, GOVERNMENTAL ELISTEDMHEREON.AGENCY AND D TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 Q � , Generated by REScheck-Web Software C.J Compliance Certificate Project Gibbs Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,840 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8025 Main Bayview Road Southold Compliance: 11.9%Better Than Code Maximum UA: 454 Your UA: 400 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 'ulvity' Cont.Assembly Floor: All-Wood Joist/Truss Over Uncond.Space 1,514 30.0 0.0 0.033 50 BR Floor over garage: All-Wood Joist/Truss Over Uncond.Space 305 30.0 0.0 0.033 10 1st Floor Walls: Wood Frame, 16in. D.C. 1,757 21.0 0.0 0.057 81 TW26410 (x2): Wood Frame, 2 Pane w/Low-E 24 0.300 7 SHGC: 0.30 TWT2610 (x2): Wood Frame,2 Pane w/Low-E 5 0.300 2 SHGC: 0.30 TW30410 (x3): Wood Frame, 2 Pane w/Low-E 45 0.300 14 SHGC: 0.30 TWT3010 (x3):Wood Frame, 2 Pane w/Low-E 9 0.300 3 SHGC: 0.30 CW24:Wood Frame, 2 Pane w/Low-E 19 0.300 6 SHGC: 0.30 CW14:Wood Frame, 2 Pane w/Low-E 9 0.300 3 SHGC: 0.30 AW221:Wood Frame,2 Pane w/Low-E 8 0.300 2 SHGC: 0.30 TW24410 (x2):Wood Frame, 2 Pane w/Low-E 24 0.300 7 SHGC: 0.30 TWT2410(x2):Wood Frame, 2 Pane w/Low-E 4 0.300 1 SHGC: 0.30 FWG Transom:Wood Frame, 2 Pane w/Low-E 9 0.300 3 SHGC: 0.30 Entry Door: Solid 49 0.190 9 Project Title: Gibbs Report date: 06/05/17 Data filename: Page 1 of10 T Gross Area Cavity Cont. Assembly or U-Factor U'A FWG6080: Glass 48 0.300 14 SHGC: 0.30 FWG6068: Glass 42 0.300 13 SHGC: 0.30 Side Door:Solid 20 0.190 4 Garage Door: Solid 20 0.190 4 2nd Floor Walls: Wood Frame, 16in. o.c. 1,437 21.0 0.0 0.057 74 2430 Fix(x3): Wood Frame, 2 Pane w/Low-E 21 0.300 6 SHGC: 0.30 TW18310 (x2):Wood Frame, 2 Pane w/Low-E 14 0.300 4 SHGC: 0.30 TW24310:Wood Frame, 2 Pane w/Low-E 9 0.300 3 SHGC: 0.30 TW210410 (x2): Wood Frame, 2 Pane w/Low-E 30 0.300 9 SHGC: 0.30 A21:Wood Frame, 2 Pane w/Low-E 4 0.300 1 SHGC: 0.30 TW30410-2 (x2): Wood Frame, 2 Pane w/Low-E 60 0.300 18 SHGC: 0.30 AW221: Wood Frame, 2 Pane w/Low-E 8 0.300 2 SHGC: 0.30 2nd FI Ceiling: Flat or Scissor Truss 1,386 30.0 0.0 0.035 48 Skylight:Wood Frame,2 Pane w/Low-E 6 0.280 2 SHGC: 0.25 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in { [ REScheck�Version 5.5.01 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. / f " ' I U. �`1�11 5 i Name-Title Signat OF S - Date LEE ` Lu �'� I 680r02 L R�FPSS1�� Project Title: Gibbs Report date: 06/05/17 Data filename: Page 2 of10 WU All installed insulation is labeled LJ Co m p I i es or the installed R-values �-41-.]Does Not provid FINo t Observable ..,E]Not Applicable 402.1.1, :Floor insulation R-value. R- R- C]Complies ,See the Envelope Assemblies 402.2.6 0 Wood :E]Does Not E] Wo d table for values. [IN1]1 Steel Steel :E]Not Observable :[]Not Applicable Elcomplies 303.2, ;,Floor insulation installed per -]Does Not 402.2.7 �manufacturer's instructions and [IN2]1 !,in substantial contact with the !underside of the subfloor, or floor c ;framing cavity insulation is in -[]Not Applicable :contact with the top side of ;sheathing, or continuous Hnsulation is installed on the :underside of floor framing and ;extends from the bottom to the !top of all perimeter floor framing 402.1.1, !Wall insulation R-value. If this is a; R- 1 R- ElComplies See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the E] Wood E] Wood :E]Does Not table for values. 402.2.6 :wall insulation on the wall Mass El mass UNot Observable 1 [IN311 :exterior,the exterior insulation E] Steel Steel requirement applies(FIR �[]Not Applicable 303.2 Mall insulation is lnstall�d Per ""IElComplies [IN411 ;manufacturer's instructions. E]Does Not Not Applicable Additi»maUComunmnts/Assommptiomm: x 11 High Impact(Tier 1) Medium Impact(Tier 2) 3--'-J Low impact(Tier 3) Project Title: Gibbs Report date: 05/I2/17 Data filename: Page 7ufl0 ' Project Title: Gibbs Report date: 05/12/17 iction 10#i ,FifiaJnsoc Ins: ocomp les _CElcomplies mechanical ventilation system 13,-.'.1fans not part of tested and listed --,-E:]Does Not HVAC equipment meet efficacy E]Not Observable and air flow limits. 0 cable Hot water boilers supplying hea th rough one-or two-pi pe heating i,. 4, "ElDoes Not _�i systems have outdoor setback El NotObservable t I to lower boiler water JE]Not Applicable -t erature based on outdoor emp Heated water circulation systems —ElComplies (FI28]2' : I have a circulation pump.The "kCIDoes Not system return pipe is a dedicated 1[:]Not Observable return pipe or a cold water supply� pipe. Gravity and thermos- ,1,E]Not Applicable �syphon circulation systems are I not present. Controls for circulating hot water system pumps start the pump with signal "V, for hot water demand within the an y. Controls occup automatically turn off th e pump when water is in circulation loop no demand for hot water exists. 403,�A,.2-1 Electric heat trace systems El c o m p I e s comply with IEEE 515.1 or UL 1515. Controls automatically [:]Not Observable adjust the energy input to the -eIE]Not Applicable V_ heat tracing to maintain the -desired water temperature in th ,403j "Water distribution systems that 10complies (F1301�---`Fhave recirculation pumps that Does Not -,pump water from a heated water Al supply pipe back to the heated 'EINot Observable water source through a cold E]Not Applicable water supply pipe have a demand recirculation water -!system, Pumps have controls �that manage operation of the __1 pump and limit the temperature t,,!,of the water entering the cold wa ter pip ElComplies Drain water heat recovery units ,tested in accordance with CSA ll E]Does Not B55.1. Potable water-side ',,,pressure loss of drain water heat El Not Observable recovery units< 3 psi for individual units connected to one 'f or two showers. Potable water- sure loss of drain water side pre heat r ,individual units connected to three or m ore showers. 404.1 �75%of lamps in permanent ElComplies [F161 fixtures or 75%of permanent E]Does Not !fixtures have high efficacy lamps. Does not apply to low-voltage E]Not Observable E]Not Applicable ,40�,IA- `-JFuel gas lighting systems have [Fl:'3P 2 no continuous pilot light. E]Does Not At E]Not Observable E]Not Applicable 1 High Impact(Tier 1) Medium Im-pact(Tier 2) 13-,]Low Impact(Tier 3) Project Title: Gibbs Report date: 05/12/17 Datofi|ename: Page 0oflO ments ssu V 401..3' ;Compliance certificate posted. ElComplies ,'L]Does Not 0Not Observable J, "I', 0Not Applicable 363-3" Manufacturer manuals for -IC omplies (FIIEW- mechanical and water heating Does Not systems have been provided. Observable El Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Z medium impact(Tier 2) Low Impact(Tier 3) Project Title: Gibbs Report date: 05/12/17 Data filename: Page 10 of 10 2015 IECC Energy Efficlency Certificate • Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): ®•• m e Window 0.30 0.30 Door 0.19 0.30 Skylight 0.28 0.25 Heating System: Cooling System: Water Heater• Name: Date: Comments REScheck Software Version 4.6.5 Compliance Certificate AUG 1 3 2018 Project D U ILD74 N G 7EPT, Energy Code: 2015 IECC 1 Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,781 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Main Bayview Road Kim Gibbs Southport Design Southold,NY Compliance. 10.6%Better Than Code Maximum UA: 452 Your UA. 404 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gros's Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,661 38.0 0.0 0.030 50 Ceiling 2: Cathedral Ceiling 302 30.0 0.0 0.034 10 Wall 1:Wood Frame, 16"o.c. 2,544 21.0 0.0 0.057 119 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 317 0.300 95 SHGC: 0.30 Door 1: Solid 40 0.350 14 Door 3: Glass 102 0.300 31 SHGC:0.30 Wall 2:Wood Frame, 16"o.c. 328 21.0 0.0 0.057 18 Door 2:Solid 20 0.200 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,532 30.0 0.0 0.033 51 Floor 2:All-Wood J oist/Truss:Over Unconditioned Space 344 30.0 0.0 0.033 11 Floor 3:All-Wood J oist/Truss:Over Outside Air 40 30.0 0.0 0.033 1 Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RESch Vrsion 4.6.5 an to compl with e mandatory requirements listed in the Scheck Inspection Checklist. /)3ZI I Name-Title Signature Date Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 2 of10 REScheck Software Version 4.5.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate I ❑Does Not [PRI], energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on {❑Not Applicable construction documents. 103.1, ;,Construction drawings and �❑Complies :Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems. } ❑Not Observable rye) �Systems serving multiple I IE]Not Applicable ; Edwelling units must demonstrate j compliance with the IECC ; (Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 isized per ACCA Manual S based Btu/hr ; Btu/hr :❑Does Not [PR2]2 ;on loads calculated per ACCA g; Cooling: 4 Manual J or other methods ; Coolin ; ;❑Not Observable ;approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies Exception: Requirement is not applicable. [F011]2 !protect exposed exterior insulation ;❑Does Not g =and extends a minimum of 6 in. below ;grade. :❑Not Observable ❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12)2 installed. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 4 of 10 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Reci.ID I _ 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 II ❑Does Not !table for values. [FRl]1 ; ❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). !❑Does Not ;table for values. 402.3.3, 402.5 . ;❑Not Observable [FR2]1 ; ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products f ;❑Complies :Requirement will be met. [FR4]1 ;are determined in accordance ! ;❑Does Not !with the NFRC test procedure or t ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier �❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's I ❑Does Not instructions. I ;❑Not Observable i t ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 I is listed and labeled as meeting i ❑Does Not �AAMA/WDMA/CSA 101/15.2/A440 4 or has infiltration rates per NFRC ( ❑Not Observable 400 that do not exceed code 4 []Not Applicable limits. 402.4.5 11C-rated recessed lighting fixturesS ❑Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish i !❑Does Not and labeled to indicate s2.0 cfm 'leakage at 75 Pa. !❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; "❑Complies :Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ! ❑Does Not completely inside the >= 3 inches in diameter and >_ ! !building envelope. R-6 where<3 inches.Supply and; I❑Not Observable •return ducts in other portions of i❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 .for< 3 inches in diameter, s, 403.3.5 ;.Building cavities are not used as ❑Complies 'Requirement will be met. [FR15]3 :ducts or plenums. ❑Does Not !E]Not Observable j❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies Requirement will be met. [FR17]2 ;above 105 4F or chilled fluids !❑Does Not below 55 OF are insulated to>_R- ;3 ;❑Not Observable ❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ; !❑Complies ;Requirement will be met. [FR24]1 .piping. ❑Does Not ❑Not Observable r 1❑Not Applicable ; 403.5.3 ;]Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. [FR18]2 >R-3. j ;❑Does Not ' i UNot Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are '❑Complies ;Requirement will be met. [FR19]2 !installed on all outdoor air 1❑Does Not i intakes and exhausts. J❑Not Observable ( J❑Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 5 of 10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 6 of 10 1 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ,All installed insulation is labeled '❑Complies ;Requirement will be met. [IN13]2 !or the installed R-values r ❑Does Not 9) #provided. i IE]Not Observable i I❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values [IN1]1 !❑ Steel ;❑ Steel UNot Observable ;❑Not Applicable 303.2, !Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 ;manufacturer's instructions and f ❑Does Not [IN2]1 �in substantial contact with the 1 w} ;underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in s i❑Not Applicable contact with the top side of i �sheathing,orcontinuous ! insulation is installed on the t underside offloorframing and 1 t extends from the bottom to the i ;top of all perimeter floor framing E members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass �❑Not Observable [IN3]1 `exterior,the exterior insulation Steel Steel ' requirement applies(FR10). ❑ ;❑ ;❑Not Applicable 303.2 ;Wall insulation is installed per € '❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ( !❑Does Not 4 7 ❑Not Observable { i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions . & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable [Fill' 2.5 ;❑Not Applicable I 1 I I I I 1 i I I I t I I I 303.1.1.1, ;Ceiling insulation installed per ( �❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ; ;300 ft2. []Not Observable ❑Not Applicable 402.2.3 !Vented attics with air permeable f❑Complies ;Requirement will be met. [FI22]2 !insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. r ❑Not Observable ❑Not Applicable ; 402.2.4 !Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 E insulation>_R-value of the T❑Does Not I I I adjacent assembly. ;❑Not Observable ; ❑Not Applicable ; 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and :❑Does Not i <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ; ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception: All ducts and air [FI4]1 :cfm/100 ft2 across the system or ft2 1 ftz ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ; ❑Not Observable tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F127]1 :determine air leakage with ft2 ftz ;❑Does Not handlers are located within either: Rough-in test:Total ; conditioned space. ,leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including :the manufacturer's air handler enclosure if installed at time of ; ;test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ; w.g. across the entire system ;including the manufacturer's air ; handler enclosure. ; 403.3.2.1 ;Air handler leakage designated 10Complies ;Requirement will be met. [F[24]1 !by manufacturer at<=2%of i ;❑Does Not ;design airflow, i ❑Not Observable t • iElNot Applicable 403.1.1 ;,Programmable thermostats i❑Complies ;Requirement will be met. [FI9]2 I installed for control of primary 1 ❑Does Not heating and cooling systems and 1• initially set by manufacturer to ; ❑Not Observable ; code specifications. �❑Not Applicable 403.1.2 ;Heat pump thermostat installed t ❑Complies ;,Exception: Requirement is 3 [FI10]2 son heat pumps, c; i❑Does Not not applicable. ❑Not Observable { ;❑Not Applicable 403.5.1 ;,Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or ❑Does Not i accessible manual controls. I ❑Not Observable I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system; #❑Complies ;Requirement will be met. [F125]2 fans not part of tested and listed i ;❑Does Not !HVAC equipment meet efficacy ; ttI❑Not Observable ;and airflow limits. f❑Not Applicable 403.2 ;Hot water boilers supplying heat € ;❑Complies ;,Requirement will be met. [FI26]2 #through one-or two-pipe heating i ❑Does Not systems have outdoor setback ; control to lower boiler water iE]Not Observable temperature based on outdoor i ;❑Not Applicable ;temperature. 403.5.1.1 ;Heated water circulation systems; ❑Complies ;Requirement will be met. [FI28]2 ;have a circulation pump.The 1 ❑Does Not (system return pipe is a dedicated! return pipe or a cold water supply; []Not Observable Cpipe. Gravity and thermos- !syphon circulation systems are !not present.Controls for i circulating hot water system 4 I pumps start the pump with signal r # for hot water demand within the R occupancy. Controls 3 automatically turn off the pump ;when water is in circulation loop I is at set-point temperature and no demand for hot water exists. r - 403.5.1.2 ;Electric heat trace systems �❑Complies :Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL i❑Does Not 515.Controls automatically iE]Not adjust the energy input to the ❑Not Observable heat tracing to maintain the Applicable desired water temperature in the j �piping. 4 403.5.2 Mater distribution systems that ; ;❑Complies ;Requirement will be met. [F130]2 have recirculation pumps that j ❑Does Not ,pump water from a heated water ; Ssupply pipe back to the heated ( [-]Not Observable i water source through a cold 1 ;[]Not Applicable ;water supply pipe have a I ;demand recirculation water !system. Pumps have controls ! that manage operation of the r pump and limit the temperature of the water entering the cold ! t ;water piping to 104°F. i 403.5.4 ;,Drain water heat recovery units ; ❑Complies ;,Exception: Requirement is [F131]2 tested in accordance with CSA !E]Does Not not applicable. 1355.1. Potable water-side {pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ! I❑Not Applicable individual units connected to one Zor two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to J three or more showers. S I 404.1 ;,75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. I❑Not Observable Does not apply to low-voltage !lighting. �❑Not Applicable 404.1.1 ;Fuel gas lighting systems have 4 ❑Complies ;,Requirement will be met. [F123]3 :no continuous pilot light. ❑Does Not ! �' {+❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 #Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 i e IE]Does Not i a ❑Not Observable []Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ':Requirement will be met. [FI18]3 mechanical and water heating 1( ❑Does Not systems have been provided. I ❑Not Observable ; f ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/23/18 Data filename: C:\Users\Desktop\Documents\REScheck\Main Bayview Road.rck Page 10 of 10 1 IF-CC Energy Efficiency Cleificat Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 MEMO Heating System: Cooling System: Water Heater: Name: Date: Comments QCAII SURVEY OF PROPER SITUATED AT �?o SOUTHOLD TOWN OF SOUTHOLD � SUFFOLK COUNTY, NEW Y S.C. TAX No. 1000-78-09— i4 SCALE 1 "=30' �`�' SEPTEMBER 4, 1998 JUNE 27, 2017 UPDATE SURVEY AND ADD PROPOSED HOUSE _� JULY 30, 2017 REVISE PER S.C.D.H.S. NOTICE DATED 07/25/2017 o SEPTEMBER 22, 2017 REVISED CELLAR ENTRANCE OCTOBER 27, 2017 STAKE HOUSE FOUNDATION W;oo� \\ NOVEMBER 21, 2017 FOUNDATION LOCATION OCTOBER 16, 2019 FINAL SURVEY AREA = 50,979 sq. ft. 1 .170 ac. W � Cb CER TIFIED TO: op KIM GIBBS NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: �G OP \ �_• ,yam SEPTIC SYSTEM TIE MEASUREMENTS =oor e /4 HOUSE HOUSE �p c CORNER FA CORNER[b] / SEPTIC TANKfa COVER 39' 22' }/} � 238 9o, LEACHING POOL COVER 1 40' 35' LEACHING POOLp COVER 2 51' 30' O� Sia q�FR �-r Ty 0U\ �qTF GqT� p2� U�2 F°OO / c0 / I `Vppm / rt ci U R , C' o. sF y .9. .• ' D. ,' G4 q'\gyp �' �f. 0 r'q \ ,c WROOF ; s� , . ?'8 w�°0wew p0 O°a° F<<RFSS /a2 v ° `� •� :. . ° j °R H 3? p N J20 q fRs W ti ell �O�O m p qty wOo �' 4�' .._.•�_._ „ ,_ _ 4o p2 � U� D a . . G•F- Sip° p \/\ t5 •'r�Y.i.r J'�t_i..ri..,'FORY .• 0 l is o avk • mo qje �p ti0 ti� yn�n Nov r£ i^._ w .'Ir.r•,.r'j .BJP t '1 64•O ?o E to D O v rA ,•,r vo^.'•C cl.=a.�`.`11'`:n .41 , ss • p0� 2p`V / \,I. r•..r�,�r.. R.,;a^c..^.'•:'3Ct�r �fiq;E� e i`.fi.i�:.�� J is grs`.i51 •s l %' ;: e I� 4 / Kneli'VOr, P Cram- / Wastewater management Office Of 3 • D M�RR / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED _ .[ / r • / BY THE L.I KL.S. AND APPROVED AND ADOPTED O `� �/ FOR SUCH USE BY THE NEW YORK STATE LAND 1 O TITLE ASSOCIATION. + °• FO D) OP �� NOV 2�. 5 2019 `q �� o� ry '(E �°� }�f=• .( � of=moo' � a �-� r� - � -' � b .•° 238 9s, 4 a j,• � �//jam/l � ° .. ��/ I ►. y' / / ° '=�7 • ...,.., .r-'" .Y.S! Lic. No. x'868 ° ---'"` K UNAUTHORIZED ALTERATION OR ADDITION d • TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin 'll EDUCATION LAW. j Q`, COPIES OF THIS SURVEY MAP NOT BEARING Land S U r V e Y o r THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-047B . . . . . - - . . . . � I . . . . � ; . . . �6a� - - - - . . . . . I . . . � . . . . . . . . . --- . . TABLE 83012 1 CCIMAT LAND GEdGRAPHIC DESIGN CRITERIA:. ..: `. <' i'>s: .,>".<;`z"'Ili`; ::::>:>';>s<;;<` :?'a . ::. .: .. ....... .. .. ..... ..............1 ... .. ..NUMBER AND TYPE .. , ,,, GROUND WIPJO DESIGN .SEISrdIC, SUBJECTTO DAIMGE FROM :WOJTER'• ICE SHIELD: TEM DESCRIPTION OF.B1.11 G ELEM.NT S. SPACING AND.LOC64ikN, FLooO. wRrTlEEznac a 4 a G;;!ii.<r::ia:Bili:'s:;Fi'i'';`^;>!>:i:%:.,:!.;ii "" DESIGNTh1P :REQUIRED: HAZARD. INDp( ±ii' "''i r;:1"iijii. .'.; :;';iik. c;,!.i<:,i.:.'S':i1;::i': (SF FASt!"NER . : Sh101YL0AD pESiGIJ'CAT :•.. . .. :gROST:DME 5 : WEATHERING DEPTH T RMrIE$: DECAX :'r,i:::ka? !a;,iii is •il,. RoofH 20PSF. QJO B.' SEVERE` 36' M-H" SM' 1-i0EG YES NA 2000: 4-8d box(211;"k 0X,I ,1'73")orie ".. ...5 :"�i<' .�;< .. : i. r. t : f:... t Od "fi,,�, , . poll : ,, v. .,:., t .,, __. ,,. .,�. . .. ," to I t To Hall :k:-yi,': r;'>�:;i, "�.;> h 7 g e teen Geli g] r raR rs to p P A. 4• a :> sts o e a h in I � �.z> 610 in 0?'.:,t� ,.. �x CIS b r 3-'14d 1iox,(3. r<U;129.),:ot:� t;�,�;�,7c�., j' >,.aN D ORDS TABLE:.., 0, :2 2` ( _ ,,: >, 3 3 x 0. 31.Halt COMPON T AND.C[A DIiJG 1 R 1,. ( �:': I ,t.; :z l:,"i r , 1 s t -p, ?- K^ ,.. �; �. ';,, tiox 2!-..k0.113: 'or .,. tl , EE G`12:PITCH: fi12512TO 12:12 PITH r-, r.::.:.. 7) _ .1 A 1-. .TQ 1 G.. ,.r x x -::, :... 5-12 •' •. .., .::, ".:" �..r.: =.. ,':_ s.toto late.•: Perblst`toe'han: . I. '` z. _ .,. ;.., �M, ,:, �:.: vim,.. mD„X2� 131" ., ` .7 3.... tifiz(3 0.129'.;4 5140 to h E)i B . •<140 m li:Ek IB " r 3 3"x 13#"nails 2 G e ilin oist UNIT AREA S F RT 4 10d box(3"x 0.:128",),I.or. Gelling 1oisYhot attached to paraileFratteri laps over " "" 3: partitions(sea;Szctlons,802.3:1;R802;3:2 and Table: 3-16d common t1?X" 152"j;•or ::Face,..!.. I .:.0 t610` ROOF1 ..12.2 -19 .519.4 .,24 D�,51GN RB42_E.1(9j] 4-3'x O'93ii.'nails 90""=20 ROOF'1 1111 1a :18:8 -20• 120 NO OCEAN AVE Ceilingloistpitachedloparalle!:rafter_(heelloint) ^20.50": ROOF'1. ... •=18 "18:1 18 DAYPORT, NY 11705 . :A. (see Seclioljs`8802.' ,1 arlc(RO 2.3..2 and.....e Zable R602.51..1(`p)" Face pall 50-100': I ROOF 1 10:: 17 :AT6 `-17 R862 5 7(9 ' 631`419-6158 GODS GO M P L I N G E. ....... 4-1Gd iioz(3" <'I A26:);or' u to'10 ROOF 2 :12;2 -93 `.19:A :.•24 -50VNG@OPTONLINE NET G E N E RAIL NOTE5:. s. Collarfie to fatter,(ace Halt or 1'1,!`K 20 ga.ridge strap'tD 3=1Qd common�(3".x:0,1A8.):or Face nail eacji ratter ratter` 14 20 ROOF 2" '`.11.1 -31 :>18:8 23 THESE PLANS HAVE BEEN PREPARED UNDER THE 2015 INTERNATIONAL a-3�:z:0.:131°'Hans ....:: 20-50 ROOF 2 !:10.• 27 18:1 22 3=1Gd WX nails(3.tlz:"K 0:131");bf 2"lae nails pn;Onesfde anq iaoe'.nzy .50-100 : ROOF 2_ 10 24 ::17:6 21 the property of RESIDENTIAL CODE. ALL DETAILS AND INFORMATION CONTAINED HEREIN AND r and the Information contained herein are p p y 3=.?opomrnbn?laiis(3�x o; as or 1.These drawingsENGINEER O en CERTIFIED BY THE LISTED DESIGN PROFESSIONAL ARE IN COMPLIANCE WITH TOTAL LOT AREA 50925 5F :s: RalterOFFooftr'uss( pIate � on':oppositeside'o(each;rafler.or: A-1Gd#lox(3"x`0.128");or i 'u to::10 ROOF 3: 12;2 49 19:4 24 RECORD the designer and engineers and may not be copied or used without written THE FOLLOWING: truss: 4-3"x 0-1371'nails :10 20.: ROOF '11:1'11:1' -46 :;18,8 23'. consent from both parties. PROPOSED 1ST FLOOR (HEATED AREA) 1536 SF 4-1fd(3�t?":ic0'135uj.or 20 50 RooF:3' 10; 42 y8:1 =22 R & ENGINEERS 3-10 i common(3!)Za x,0:146");or 50.100: ROOF:3 10 39 17,6 21 1.2015 IRC FOR ONE AND TWO FAMILY DWELLINGS PROP05ED ATTACHED GARAGE 412 5F "' .' Toe nail 2.The contractor is responsible to carefully review these plans and a=iod bDx(3":x 1-'X0.128!);or-2.2016 NYS UNIFORM CODE SUPPLEMENT P.Q.P Roof raiterS to rid a:voile or hi 'rarters:or;raot raRef' ?s"x 0;131""Hans ROOF.1lALUES BASED:ON 2745 DEGREE ROOF.PITCH"6:12`TO 92:.92'TO'tti1ATCH PITCHES SHOWN ON PLAN' 9.. ..:;Y ... P........ . .. . .... .. .. .:... P 3.2015 IECC&2016 NYS EC SUPPLEMENT COVERED FRONT PORCH 228 5F ETERAN- specifications prior to the commencing of any construction. 7 to'mtnlmUiYf 2";Tldgf'bEan1 3-4'Gdli'ox3tJ2°.z0:1350;or.: 1383 V r misprints found in these lams are to be brought to DEVIATION IN CONSTRUCTION PRACTICE FROM THE COVERED SIDE PORCH 19 5F 2,9Gd common(3%,:A Q`'1�;T-or -Ertl.halt. 'ii to:10 "WALL 4 21:20;:: :.22:00:: MEMORIAL V/Y 3.Any discrepencies o p p THERE SHALL BE NO DEVI TI the attention of the architect immediately. The contractor shall be REQUIREMENTS OF THESE DOCUMENTS. SIDE DECK 125 SF 3=10dhox(3"x 0;128")`,'nr: I"I h 10:20'' :WALG4' 20.20 : :':22:00:. responsible for any outcome resulting from interpretation or judgement1 I 3=s".x,0-131°��tiS 2010 WALL4 19.00 .: :'20.00 50=100':`. WALE4' 18.00 •19,00: �UITE q5 calls". Do not scale the drawings_only written dimensions are to be used. MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN PROPOSED 2ND FLOOR (HEATED AREA) 1399 5F Wall 117 8 . 101;500. WALLA. lis.eo: : 17:00 AUPPAUGE 16d commbri(3t/z"iC'0:162") 2 "�i.r:jace:nail )� NY 8 BASED ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. .6.. Stud.Iostpd.(not,af_braced:wau. ..::.s} 10dboxWx`0,!20");.or; :' ;'u fo"10 . WALL 6: ' 21.20: :28;00: 4. All construction performed on this project is expected AT MINIMUM to meet ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE TOTAL GROUND COVERAGE 2320 5F ,6°o:c...faEe;nall_ _ _ " 3 x 0,131".halls 10 20 WALL 5 19 0 6 00' 535 0 ,�2 • 631 969 8 of construction. All construction CONTRACTOR TO VALIDATE COMPLIANCE Wl"H CODES AND TESTING Iii tiox 3. x o.i35);or , „" or exceed the following listed standardsI. zo•5o: WALLS :1a_QD: 23.oD:: ;: TOTAL BUILDING AREA 3119 5F Stud to stud and "'' inglrr: corners 3wX0:131"nails A2 o:c:face"Wali , shall meet the accepted carpentry and craftsmanship standards of the PROCEDURES, INCLUDING THE PRODUCTION O( ANSI TEST RESULTS,AAMA s �631� 969-8518 �� ) (atbraced%'all panels}. 50-10Q WALL:5- :15;80' :22.00 LOT COVERAGE 4.56 % 16dcommon(3'/2"x.0:162") 765o.c.'face naG _ 107-500 .:*WALL 5 15,80 -17,00 owner, architect, and building inspector. Substandard construction shall not TEST RESULTS, ETC. . 16d common(3!1,1;k'13.441'.) :1W bS each:edye tate Hall O� 10.ButEt-u header 2'.':10 2".header 4aitti ttz.pacer : - - THE ABOVE TABLE:SHALL CORRESPONDTO ALL LNINDOW ANR'DOOR.UNfrS OR ASSEMBLIES AS SHOWN ON THE"ISSUED: s the recommendation of the designer that the contractor GFA (EXCLUDING PORCHES/DECKS) 6 51 0 be accepted. It i g : ......: .:.{' ... :. i6d box(31.2":.x.0.135") 12"'Q:r.:2ach edge face qa';: MAY 4,2017 p VALUES. _� DRAWINGS>iTHE'CONTRACT'dR:PdUST'PROVIOE LABELE(]1NINDpV(rS UVITM DP ft?+TINGS CII F Ri Y.Sh....VN.O. a-8d.box(2/x""x 0;(13")-or MANUFACTURERSCERTiFICATIONS-FOR-BUILDING:INSPECTOR'APPROVAL. be familiar with the Journal of Light Construction guide to Residential PLEASE REVIEW CONSTRUCTION NOTES FOR INSULATION ..• .......... ...... ISSUED FOR PERMIT :. Structure and Framing as well as the JLC Field wide to Residential 11 ContlnObilS header;to stud: 4-8d cptiinhon.(2T12" s 0.131"j or TQe riall.'; ... . •:.,;. StrU g a "�"""^"""" "' NO DEL�IATiON FROM:THE STATED.VALUE :IS FERMI. E.....,HI. .. .,t. RATIiVGS'ARE FOR NEW.0PEIVINGS WITH NEW: Construction, both published by Hanley Wood, LLC. WITH Et.ECTRICP•I- '0 4,1odtox 3..X D:i28° DO NOT PROCEED �Lr}J iRED � a � WIAIDOWS ONLY`' . '.L-A..'.CEMENT WINDOWS ARE.NOT.GOVERNED. ...S CODE:: FRAtti�ING UNTIL SURVEY INSPECTIO"�R �q Ircd 1_' .s. 16d tornMDn'(3'/z':x 0:115 16 b.c tate Wali 5. Mechanical systems shall be installed in accordance with PART V of the 12 op plate io iDpplate: lad box(3"x r):12E");pr. 2015 IRC OF FOUNDATION LOCATION COMPLY WITH ALL CODES OF �'�" *"'A+ " ' az"b.c;facei)aii 1 60 C: J 3.x 0.737"'nails - NEW YORK STATE & TOWN CODES '6� 6-16e�ommon(311z1Xti: s2 -or: HAS BEEN APPROVED. .. )' Doubie tbp olate;�ptice fol`SDGsA-D�with seismic braced 12-'1606x(3'1,'x:6:73?");br tailed in accordance with PART VII of the AND CONDITIONS OF n'aii une_spacing 4'25' . ... 60x,(3":x 0.-128:T or I:Faint"niiil�9ela hsldticeYen1ldh ea. -, ' 6. Plumbing systems shall be ins AS REQUIRED A 13.. . : (m mem.! p".p s. DEFLECTION LIMITS (8301.7) DESIGN LIVE LOADS (8301.5) . 1�3"x0:131"nails. 2015 IRC MBE,CERTIFI'':/ Dpilblg;f4p plato:5pncte RDcs of>;Ri:`oroz;.and prated vrall side. rid oiq. LU l�,N 1210tl(-I— x 0.'135'') 5 fRLiG:7URftt MEMBER' ALLOWA$L9 :;USE LIVE LOAD APP 0 ED AS NOTED ON LEAD CONTN7 _ line'Spacing:�25'. ... DEFLECTION electricals stems and all wiring shall be installed in .%Wh. 7. Electrical equipment, y g la~ D CE �i �- T „ a slopes greatei than.3:12 Uninhabitable at't'ics tivithbfit stora9e� 'f0 111111-u U NPLANy.tYa6OAR CER n ,4riaq: accordance PART VIII of the 2015 IRC KATE OF 16d COmn 0n(3112':�0:16'2) 18:o:6:.faCe pall fRttiistfed ceitin not attached to rafters n.� . B.P. OC ,qr�!" • ,., y � sottolTi:plafe:to joist;;irri:jglst;t1a(i,#Joist of 9 lJn'nhabitabte..fits with'unit d: to a e DATE. � : . o'c"kf ,,:. ::: :. , . 1 d bOx' a' "ai :: :: : : Inlenor:v7alls.anis' artitioni H11s0 SOU[HOLD T WiV I h, TEES SOLDER ,, ""` p(ocking:(oot at brac+*d tarati panels, ra.....,::,:..�::: .,0.135),.o[ 12„.oa;face Wali ...P.;..•. Habifable attics and atticsservedariith fixed'.slafrs Sol )� ER _1 C IN i , r 3"'k Q.131"t1a115 Floors. 11360: Ba(cphies`(eliterioh a 40 8. In all framed walls,floors and roof/ceilings comprising elements of the FEE: -._.. fL"BY:-7' - . SUPPL r,. 1 Bl0�.rcr C�i�or - 1..y...... (• I. rid(tBCkS ,. `(� Y S a :. ntUe Finish clu Ce11in sl9ifh'b" es Jn din lasteF a moisture vapor retarder shall be Installed on �utlU D>=P�t,s ENT AT IY.i 0 U TE1/I 3-16d box 0 is k 0,#35".) or ��ach:`i6"O:C fiaCe dilil 9 9 R L136...: Fife escapes 0 ........:....:....... .. building thermal envelo e, p NOT Ut1. _ Bottofn .late Iz� 41st:rilTiJots;;part' jatst or :'' s.:.;:: . ... : " �: h': 9 P EXC j 1 r " N: rid s ucco) ". GUards'aild'tSandrafts 200. . ECG eC f 15 2.16d eOrctmon:3 1 ,;x 0:162.;„Of.:: 2:@aCh:16 p.t]ca2Ce;rleil . Ceilings:ivithflexible'fiiii0 s(indudin gypsum the warm-in-winter side of the Insulation In accordance with Section 8702.7 765-1802 8 AM TO 4 FM FOR THE /0( / ®fila .',, biocking.(at bla�6q':" ll panel) ( ?.: .:... .... . ::. ::.:.::::.::....:: :.. H.::..: 11240: . 4-3".:.0.131:'nails': "" 4'irach 1G"o.c:face Wali . ::'Soardj:: Quard ifi-lili`cornponenta`" ..8oh and R1102.11 FOLLOWING INSPECTIONS: testino required. ^ .... .. All;;dth1 rS'trp Tufarnie----rs: 0240: Passes ervehic?egarages° 501, . 4-Rd box(21(2"'x'0.113");Or. ~I Exterior warts=wind load§a„vrith,ptaster.or ossification of not 1. FOUNDATION - TWO REQUIRED a(3so: htooms OtheElhan:sleepin9'rooms 10: 9.Wali and ceiling finishes shall have a flame-spread classification PLUMSf(�'G 3;16d box(3t1�";x._O.i35°);:Or s(ucco'fintsh: t Slee'In rooms 30'. FOR POURED CONCRETE 4,6d conilnEln ' "z 0.;131."':Dr:' TOe n'aif.:: xta fgr,.ilgatls'..... loads.,v,lth o1he tj iftig N,'290 p 9 greater than 200 with a smoke-developed index of not greater than 450 in ROUGH - Ff1.n°' PLUMBING ! - 2. rr Y" ALL PLUMB1,N a il�AS T E � � *� t'2!x;.:..:,.;<.<.�•.;;:;... stairs'.: 40 oCVUAi�C O fin'islies!: t=1Dd box 3"i i)12�" 'or' with Section 8302.9 AUR'"" t t'4 ^lt ^�t� `" - ....J..:.-..:. .. Ezteiipr vialts=wind toads°wi0 f[ezitile finfsfies H6120": ;. ..:::....: cc ,�r ,. e ". " ) accordance 3. INSULAT.r ,:1_&WATER LINES,NEED P - � .1s Top OT botto)n:pl. I. stud 4-3. 0131::;11alls'. . . . J MUST ESTIPtG BEFORE COVL-li{G r+ ,.S .�.» r•» 1 t hfels silpportiii9 rTiasohrylreneer"A4aIIS U&OQ USE IS UNLAWFUL � - 10. insulation shall have aflame-spread index of not:greater than 25 with a 4. FINAL - �,. ''a� �,,� �� 3`16d 40;<,.(3!z.K O:i95'.)'or "' . 2=1Fid CQn ll 0 (311-„X O.:i62.° BE COMP'..: t C.)w. . �A� smoke-developed index of not greater than 450 in accordance with Section WITHOUT CERTIFICATE p 1Ce �` " ` �`' 1 )' � End 11 (L' I . i s Ll rr;-, . "� 3-1Qd boxc a,i'k t3;12t3'' pF 8302.10. ALL CONST �'`'s SHALL MEET THE ):qr, " 3-3"'X 0:#3:1:i!?Halls :I REOUIREME�� 'a OF THE CODES OF NEW 3-10d pox(3"x'0:1 S1i);`or . 11. Interior wall coverings shall be in accordance with Section R702 and YORK STATE. NOT RESPONSIBLE FOR 4F OCCUPANCY . exterior wall covering shall be in accordance with Section 8703. DESIGN OR CONSTRUCTION ERRORS. 17 Toppiaie ;:Ipsat"CArtler5:an¢it tefsecfloiis 2.164 cdrtltglori(3?i2'is.0,tG2'};or Face nllr' .... 3.3"x0.131 6.naIIS: MEAN ROOF 1. TFIiJSS t�LACA DIe'a R.0Jf:�E® "' a . 3'-8d box(2(/2"x0:1,13°,1 or HEIGHT 12. Asphalt roof shingles shall be installed in accordance with Section 8905.2 ' AU C erisri' t1*n I-; p 9 I ... .: .:... . 2:Sd common(2102'>i`.D.:731.") PF: f „t'4 rl_ ,TC��c<CCd il�m :. 1°.b racetR;oaeh'stud'an.plate { i;: : �: Eaae ii... . KE DETECTORS AND CARBON-MONOXIDE DETECTORS ARE DRAINAGE IPISPECTtONSa 765 1I5Q®Ibefore n �� 2,1I box x"ii: 2s.),or ' I lO 111 13. SMO ' If'.:"-.-�COaa CY'C"" 2:Stapie".f4d .. .... 1 REQUIRED TO BE INSTALLED IN COMPLIANCE WITH SECTION R314 Contact TOS Provide � � � „s �*i�- f t a°t"t ,eta. J1i�+..p _a.a: Backf'lli,OR Provide Engint`er s Certit(cat?on R �-+� 3=$d tion(��/,1""1c 0.113");0r. and 8315 AND MUST BE INTERCONNECTED IN ALL NEW , Maw , """"::: � " " . '" w"'"'" a �� that the drainage has bcnn installed to Code. 2 811 common'.(2?/ k 1).131" nr K I CONSTRUCTION AREAS. c s la.... 44 ,:,n Cc w 19 1a:x G"`sheattitn�(�each til=anng:.. '.: �..... Face nail. O I 21Dd box(3"it'O:128");.or. 1 (11 O 2 staples #':cr6wn,96 ga: 130,1".Gong -. .w, �. _ -------. 3 Sd box(2112"x 0 113"}:.±jr• A �� 1 3-tad common(21x2"9 0'.131' Dr; - .. w �, .�, - w. _ ( EAVE HEIGHT . ..:: .: . `�`9�a`q 3.1Ddbox " O - L',,1,2.1, / .. X. '.or ., . ... 0 � � to W .. 7 7 ; fi� PROPERTY) �� / 3 st.. .s,°7.a'prolvn,;16 ya:::'13/4'"long 4 I Q- SC1 ��' �Y () 'XtiOI , � Y ,� ,t,� 20 18:'x'8".polimlderstfeatnflh#-each.bearirly C!. derthan'1".x'8"' Face nail.: I I (� . .. .:.. n SI T II I T F'.I) 1 T � 4i:0 pox(2'Jz":is 0.`1.3°)�!or.:.... N O � V t Q�.., "� 3.<U'd COmfTtOn'(2:t/'r x{i::i31."..)t'Dr::.: O O5 w �/ r w , 3-.0d boXg"it:q--.2 ),'or Q t 4 staples,:.1't crotron;:16 ga:,=1'i, tong [L TOWN OF SOUTHiLD 4� �s `` SUFFOLK COUNTY, NEW YORK �`` `` 1911..CY o Ffodr.. . . - ', o k/ . W S.C. TAX No. 1000-78--09-34.1 ``_1 '`-` ,- C� s 4:Ld box(2?12".;X 0,:116';);or I � ,t , �S . I 6S•JJOt �"`. � h�P�lez� o;, .. 38ifcomiYion;(21121,I 013i�);ot SCALE 1 =S0 „o <xke o' - 4 21 Jots(t051►I..:top'ptateorgirder> p. ,. Toenail. .r`,t y4� •1 . Ar' O ��t" tp" ,. 3,1: ..ox'(3:.it.O'1'26:)'.;Or: . SEPTEMBER 4, 1998 fi -�o N .�. telt• , MUNE 27, 2017 tlPDaTf SURAreY AtdC A.t)O PROPOSED HOUSE -1, i �Q\_,t:y . � lO ��Cfr� •.,,, y\ 3_3c,x0:131"Halls _ Q' JULY 30, 2017 Rf ISE PER S.C,D.I-LS. NOTICE t),�Ti D 07(25/2017 � � o . $d b6X f2"a":x'0,113"j ::,4".ii;c_toe flail ".,"` �+S'4�ysi It'�y,'tI .•\" N ... 1..1.:. „ O O O O O O 0 3 . q az 22': RIn1.Oisi;:;pond: or:.blocking to:sinortop �dcorrinlon(:2ter.ti'0,:--.:: );;or: AREA - 50 979 s ft. .c ,1_� j. .. .:.. . joist. . �Q w laic roof a IlCafi0115:a,so): 10d bOX S'x.0 128„,.or ..6 -O,c tot;`itiall: I I fi O 1.170 0c, Q . p .... . ... ) . .. "-e P. ( p { I. , `,.,- 3'"... 0.T. ,nails __ I I I I �\ /2 . �`' V `--, 3 d boX 21..., xi 0:113'!; CONCRETE: FRAMING: INSULATION/VENTILATION: 11 r�"v �n, 1.ALL CONCRETE WORK IS TO CONFORM TO CHAPTER 4 OF THE NYS RESIDENTIAL 1.ALL STRUCTURAL.LUMBER SHALL BE DOUG FIR#2 OR BETTER UNLESS NOTED 1.THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED NEW YORK STATE h+' CODE AND THE AMERICAN CONCRETE INSTITUTE ACI318. OTHERWISE ON PLANS. NON LOADBEARING WALLS MAY BE FRAMED USING#2 ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF ALL _ �',e 1.} SPF OR BETTER MATERIAL. INSULATION MEMBERS INDICATED IN THESE DRAWINGS. "i , 2.SILL PLATES AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE „ 4 TREATED AND APPROVED FOR SUCH USE. ANY LUMBER WITHIN 6"OF GRADE OR L JOISTS ARE NOT TO BE-N-OIGFIED-HEDARDLESS OF ALLOWAA CE BY CODE. 2.ALL PENETRATIONS THROUGH FLOURS AND RIM BOARDS FOR ELECTRICAL AND --- ------ - -_- ___- ____-__-__- ' , ANY HORIZONTAL WALKWAY SHALL BE PRESSURE TREATED. IF USING AQC NOTCHED JOISTS BECOME THE RESPONSIBILITY OF THE CONTRACTOR. ALL MECHANICAUPLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH `rr� -HP T� LUMBER THE USE OF COPPER CLAD SILL FLASHING IS REQUIRED BETWEEN HOLES FOR PLUMBING MUST BE DONE IN ACCORDANCE WITH 8502.8. EXPANDING FOAM SEALANT AFTER WORK HAS COMPLETED. _JOU I 1 1 r OFCT WOOD AND CONCRETE. , 3.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS AND AT END RUNS. 3.ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS TO BE FILLED1. .• -- --•- DL�IVN 3.FOOTINGS SHALL BE CAST ON SOLID SOIL OF APPROPRIATE BEARING IN COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT SPECIFICALLY PT P05T A5 COMPLIANCE WITH R403. ALL FOOTINGS MUST BE A MINIMUM OF T-0"BELOW BRIDGING SHALL BE WOOD OR METAL AND INSTALLED AT 8'-0"OC. DESIGNED FOR WINDOW AND DOOR USE. PER PLANQ '- ` Flashing f; ' 4.BRIDE •- - PER PLAN 5 i, ry `.., i , ° d _ IR �:r,^„m.,:.W.. I2� NO UC�AI� ' � s ( 1 GRADE. ® .� .. '' .., .s {, ,g;.:.-;�.. _ •,1,,_.�,y P�AYL'Ohl. NY Ifi..` 5.PROVIDE WOOD BLOCKING AT MIN 24"OC TO SUPPORT TOP PLATES OF NUN- 4.INSTALL INSULATION BAFFLES AT ALL VAULTED CEIILINGS AND AT RAFTER BAY 5IMP50N"AG" GBSQ SERIES "r1. ._ 4 c *, " I '.� " t� •� r 4.MINIMUM FOOTING BEARING CAPACITIES ARE TO BE NO LESS THAN 2000 PSF ENDS NEAR TOP PLATE TO PROVIDE UNINTERRUPTED AIRFLOW TO RIDGE VENT. - -- HEADER AS _ 0 r"0_.- a "1 � *"":;r;_--.,w Y � BEARING WALLS THAT FALL BETWEEN JOIST BAYS. SERIES POST GAPS ABU SERIES _________ -- POST BASE /� 1: ,: I NOus� p mmOn 631-419-61 8 UNLESS SPECIFICALLY NOTED. INSTALLED IN PAIRS SPECIFIED P05TCONN U"1 WHERE 5PEGIFIED 11 -" O' " � " " ^'�;1 ' Sy ' s a •'u" " -^ CO i 6.ALL STRUCTURAL LUMBER REQUIRES MIN 2"CLEARANCE TO CHIMNEYS. 5.RIDGE VENTS AS INDICATED ARE TO BE SHINGLE-VENT II AS MANUFACTURED BY 0 s7w ,, �p�C • W ` " ? On �t ^'-"- JC)91NC(s)OPTC'NLIrJt:^}L-L 5.CONCRETE MIX FOR ALL STRUCTURAL APPLICATIONS ARE AS FOLLOWS: "AIR-VENT". HEADER AS ____ '' 1 C MIN 3'51DE - cf",," !p IS • p' .'' (''� 11 $+,I W,,?..� �� •',q y„ �i�.q SPECIFIED COVER ALL •. . �10 "�J '; .' 4�n �� >• � FOOTINGS 3000 PSI 7.ALL EXTERIOR AND STRUCTURAULOADBEARING WALL HEADERS(UNLESS i ') ® AROUND �;• a ��.��"'��CCC ' ah yQr ; SLAB ON GRADE 2500 PSI (NO WEATHERING NOTED OTHERWISE SHALL BE 2 2X12 SET TIGHT UNDER TOP PLATE WITH NO __ ,° I' � i • • M6 '� I t' . SLAB ON GRADE 3500 PSI EXTERIOR AND GARAGE SLABS ) ( ) �- - �1'. ." ,, r h , ,�-�. I er:t;;Ne�Iz or 0 0 1/2"ANCHOR 4..d , 1 JQ q, ( ) SPACE OR CRIPPLED. �)Iii o p ',Y t { i I �Su:; PORCHES/STEPS 3500 PSI I / --- `r ) l St''. ` c ^1 ATTIC INSULATION NOTE a BOLT5-7MIN A",�' 1 } FOUND WALLS 3000 PSI (EXTERIOR) 8.NON-BEARING INTERIOR WALL HEADERS SHALL BE MIN(2)2X4 UP TO FOUR / EMBED P' s % l` )a ` +'r' FOUND WALLS 2500 PSI (NO WEATHERING] FEET AND 2 2X6 UP TO EIGHT FEET �_ 'q PHS , M. �1) l ( ) I /o o � . s 4 ` . ,' Flan J�� u & �1V F'NGINEF`-7. i 9.FIREBLOCKING IS REQUIRED TO CUT OFF ALL CONCEALED DRAFTWAYS BOTH o a 51MP5ON"LGE" 4 yy 4 CI( 6.ALL CONCRETE USED FOR WALLS AND ALL CONCRETE EXPOSED TO WEATHER VERTICAL AND HORIZONTAL AND TO FORM A FIRE BARRIER BETWEEN FLOORS. SERIES P05T GAPS , MIN 2"SIDE 0,,I . ,I- � n§a ;Pi a`' �a r' p� (' 1.ATTIC INSULATION SHALL NOT BE COMPRESSED BY ANY SUBFLOOR,SLATTING AT END CONDITIONS COVER ALL --- \ t�t ��I�t • 1 F,, . 'g r " . k� R(C. i MUST BE AIR ENTRAINED, REFER TO R608.2. OR SPACERS. ALL INSULATION NIL), BE LEFT AT FULL DEPTH AS REQUIRED BY -_� J I g - IN5TALLED IN PAIRS & oz' 1�I" q " ,,' . �, �.•,„i�;> GI l r:, INSULATION SIZE. COLUMN A5 AROUND t 7.FOUNDATION WALLS BELOW GRADE SHALL BE DAMPROOFED IN COMPLIANCE 10.DRAFTSTOPPING IS REQUIRED AT ALL CONCEALED SPACES(BETWEEN FLOORS 5PEGIFIED 71� : Q!r� " .1�II I ° ,,J s, (383 VETER�A,N_� � I WITH NYS CODE SECTION R406. REFER TO FOUNDATION DETAIL. AND CEILINGS ETC)IN COMPLIANCE WITH R502.12. COLUMN A5 ,, M` µ a 2.R38C IS SUITABLE FOR USE IN 2X10 FRAMING-SUBFLOOR/STRAPPING CAN BE " » +- ' ; r 8.ALL BACKFILL AND INFILL MATERIAL UNDER SLABS SHALL BE COMPACTED IN 11.2X BLOCKING REQUIRED AT ALL UNSUPPORTED PLYWOOD EDGES AND AT INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. SPEC IFIED M ,�. x., e,.. ;T. .e :. .s,_.�., MEMORIAL l Itw Y MAXIMUM 12"LIFTS. MIDSPAN OF ALL FRAME WALLS. s �UITE 4,5 9.ALL SLABS SHALL BE PLACED OVER A MIN 6 MIL VAPOR RETARDER AS PER 12.ALL STRUCTURAL SHEATHING SHALL MEET THE PERFORMANCE STANDARDS OF ROOFING (AS P H/F G)" �,..�._,...*.... .�,,...,-.,�.. ��f ,_ ` � 111-1.11 R506.2.3. THE APAAND SHALL BE VISUALLY GRADED. ALL PLYWOOD USED SHALL BE HAUPPAUGL, JJy 11788 EXPOSURE 1 MINIMUM. -` - I �- 10.REINFORCING FOR SLABS(AS PER FOUNDATION DETAIL)SHALL BE WWM 6X6 (631) 969-'8J 5 10/10 WELDED AND SUPPORTED TO REMAIN FROM THE CENTER TO UPPER THIRD 13.BLOCKING SHALL BE INSTALLED TO SUPPOR ALL GUTTERS,FASCIA ENDS,GYP I OF THE SLAB FOR THE DURATION OF CONCRETE PLACEMENT. BOARD ENDS AND CORNERS,TOILET AND BATH ACCESSORIES,CABINETS, 1.ROOF SHINGLE IS MANUFACTURED AS ASPHALT BASED,FIBERGLASS r�/�1� CAPS I CASING ETC. IMPREGNATED ASPHALT ER FIBERGLASS. OWNER SHALL MAKE FINAL ROOF DECK( _K 1 : POST V A P S DECK 2 ■ POST BASES (631 969-8518 �rAX� 11.WHERE APPLICABLE SUB-SLAB INSULATION SHALL BE PLACED ACCORDING TO CHOICE FROM GAF OR CERTAINTEED PRODUCT LINES SUITABLE FOR USE IN V 11�MPH CONSTRUCTION ZONES. 6520 C-0` 5TRAp NYS CODE SECTION N1102.2.8. 14.ALL FRAMING INTO FLUSH HEADERSILEDGERSREQUIRE SIMPSUN METAL - I ------- --- ------ HANGERS SPECIFIC TO THE SIZE MEMBER BEING SUPPORTED. WRAP UNDER PLA'i,TURN ----- ._ 1 12.THE CONTRACTOR SHALL COORDINATE AND PLACE SLEEVES AND CONDUIT 2.ALL VALLEYS SHALL HAVE FULL ICE AND WATER SHIELD UNDERLAYMENT-18"UP j UP IN51DE AND NAIL 1'C PLATE I 11 MAY 4,2017: I REQUIRED FOR PLUMBING,ELECTRICAL OR OTHER TRADES REQUIRED TO 15.ALL SUBFLOOR US TO BE ATTACHED USING AN APPROVED SUBFLOOR EACH SIDE OF VALLEY. RIM JOTS -- 1'3 T� ? ISSUED FOR PF .MIT 1 7 PENETRATE CONCRETE WALLS AND FLOORS. ADHESIVE AND SUBFLOOR APPROVED RING SHANK NAILS OR SUBFLOOR flno sL.:,dti, i SCREWS. 3.IN COMPLIANCE WITH SECTION R905.1.2,ICE AND WATER SHIELD MUST BE USED __ -,.--, ___ -__________-__ _ / 36.MIN - 1 FLA5HINGOVER FIN15H FLOOR A5 dIarv,-3Pl ,•-.I; nadt'tl x i.rro, .___--------- 13.EXTERIOR RETAINING WALLS,DRIVEWAYS,WALKWAYS AND NON-STRUCTURE AT ALL EAVES AND INSTALLED SUCH THAT IT EXTENDS FROM THE EAVES EDGE 34-3b'FROM ROM TOP O1 LEDGLR � - SELECTED BY OWNER IIDG I:","ed , ; ('. an a^111.1 I-It"'' RELATED CONCRETE IS NOT APPLICABLE TO THESE DRAWINGS AND SHALL NOT BE TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. NosING TO RAIL Ica th nuts I , r';dn noi^ „r 48"MAX A- 6"MAX-_-48"MAX-► _-- 4 SPHERE GALE 5TYP. -\ I - and•uzs!ers ? (' ' Ir 1 _ LEDGER-LOK ANCHORS �, -- 3/4"T&G 5UBFLOOR „_-,Y- CL1tLn„1��c! -,.t•i ty -_ j.. - -- --- THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. CONSTRUCTION GREATER THAN 110mph).. ROOF SHINGLES USED THAT DU N07 ___ MAx HANGERS TMP. � FLOOR JOISTS A5 """ r.' 4.IN COMPLIANCE WITH SECTION 8905.2.6 ALL SHINGLES MUST BE INSTALLED * � � • FOLLOWING MANUFACTURERS REQUIREMENTS FOR HIGH-WIND ZONE I I AT ib"OG STAGGERED - - -_-�_-- ---- - -_ ( I ) - RIM JOIST FOR ,-'I` ��' � -- -��- - ,�. • .. t •�e ADDED LOWER '�-'='� ENGINEERED LUMBER: CARRY THE PROPER ASTM D 3161 CLASS"F'RATING ARE NOT PERMITTED. f ------,\Ii i I • -- INDIGArED ON PLANS -= r' ' ,-,- _ { --r-- LSC SUPPORT TOP AND BOTTOM 821 MIN INSULATION, j u ---- - C RAW LS PAC E S. MPH REQUIRE THE USE OF CORROSION-RESISTANT FASTENERS AND SHALL �� DEGK2WAI_L SPACER L-- -- I 1 s 4 4 _ _ __ __ _ --- I _ 5.ALL UNDERLAYMENTS APPLIED IN AREAS OF HIGH WIND(GREATER THAN 110 •--. -_� ,I WHEN REQUIRED I BEHIND 2X P.T.LEDGER �t- - - - I _ --'_'__ 51MP50N DTT2 TENSION . . + I NOT BE LESS THAN 36"APART ALONG THE OVERLAP. A II 2x4 12"oc(VERTICAL) AND 1/2"SLEEVE ANGH `_ TIES-24"FROM EACH l SELF-ADHCRING II � ------ --- I- SET IN PL PREM ib"OG 5TAGGERED T/B ` H - �l E'"II` -- \ END OF DECK AS FIO',t I "I I. lec , r 1.I-JOIST FLOOR BEAMS SPECIFIED ARE BY BOISE. SUBSTITUTION OF PRODUCT BlrurHANL MEMBRANE ------- --- -- PER 8507.2.4-SEE DETAIL 5:;I J?x,or.r 1;I I MUST BE ACCOMPANIED WITH MANUFACTURERS CONFIRMATION OF 6.ALL ROOF UNDERLAYMENT SHALL BEAT MINIMUM FIBERGLASS REINFORCED - C., _._ -___ 1a 2X8 A ADHESIVE WITH - BEHIND 2X P.T.LED.S ER 0t'1.UNDER FLOOR SPACE(NON-BASEMENT)SHALL CONFORM TO 8408. TYPE BY SAME MANUFACTURER AS ROOF SHINGLE I.E.ROOFERS SELECT -- 1, rIEQUIVALENCY. (CERTAINTEED)OR SHINGLE-MATE(GAF). RIM #10x3"SCREWS AT " USE L L RIM lockingl I I - -- ,Yr CK N DE I i 2"OC TO EACH RIM 5 2.VENTILATION IS REQUIRED FOR UNDER FLOOR SPACE AT A RATIO OF 1 SQUARE COLUMNS �" ' I___FULL PT 2X12 _ -- N ---- - ----- - n __- __. JOIST(NOT 05B) I ' FOOT FOR EACH 1500 SQUARE FEET OF AREA WITH ALL EARTH COVERED BYA 2.ALL 1-JOIST INSTALLATION MUST FOLLOW A MANUFACTURERS FLOOR BEAM 4 SPHERE MAx 7.ALTERNATIVELY A WOVEN FIBERLGASS ROOF PRODUCT MAY BE USED AND MUST STAIR STRINGERS \. 11 ALL DECKING LUMBER I AT I-JOIST SYSTEMS LAYOUT. I-JOIST MANUFACTURERS PROVIDE FRAMING PLANS AT NO COST AT _ MIN 6 MIL VAPOR BARRIER AND 2"RAT SLAB AS PER DETAILS. BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS GUIDELINES I.E.OPUS � � �� TO BE PRESSURE TREATED 1 1 ' TIME OF ORDER. CONTRACTOR MUST FOLLOW MANUFACTURERS FLOOR BEAM ROOF BLANKET(OPUS)OR TRI-FLEX 30(GRACE), - #2 OR BETTER 5YP OR DF 3.ACCESS TO UNDER FLOOR SPACE MUST BE PROVIDED IN ONE OF THE LAYOUTS. HANDRAILSNF SIL of PALLr N IN - _ - ---- --------. -- --- _ - j 51 IR RU ONE FO OF ALLORE R1 LK5 --- . FOLLOWING METHODS: 6'SF'HC Rr.MAX. A AIR RUNS OF PDDR OR MORE RISERS c 3.STRUCTURAL LVL MEMBERS THATARE GANGED TOGETHER MUST BE SPIKED AS R31tsa -- `-r-_ --- A.THROUGH FLOOR ACCESS CAN BE PROVIDED USING A 3/4"PLYWOOD t ACCORDING TO MANUFACTURERS GUILDELINES. LVL MEMBERS GREATER THAN 6UARD5iRAIUNGS)SMALLBLPRO1ADED PANEL WITH TWO LAYERS OF 2"RIGID INSULATION AND WEATHERSTRIPPING AT t ADDED 2X6 Al ALL DECK BALCONY/PORCH SURFACES THE SUPPORTING JOISTS-MIN SIZE OF OPENING 18"X 24". THIS METHOD WILL 1 I 11 7/8"IN HEIGHT GREATER THAN 15'IN LENGTH SHALL BE JOINED USING ( PT RIM UNDER MORE THAN 30AsoverHE FLOOR FASTEN TO CONC/CMU FASTEN TO FRAMING - -- --- P REQUIRE A DOUE3LE JOIST AT EACH SIDE WITH A JOIST HEADER TO FRAME THE SIMPSON STRONG DRIVE(SDS)SCREWS OR FASTENMASTER TRUSS-LOK AT STAIR LOCATIONS OR GRADE AS PER 8312.1 SCREWS. �� J�/ �/^^� _ STAIRS,HANDRAIL5,GRIPSANDRAMPSSHALI 5IMP50N DTT'2 PROVIDES OPENING. SIDING: COMPLY WITH 5EGTION5"11 ANDR312 B.THROUGH WALL ACCESS CAN BE PROVIDED USING AN AREAWAY OR TENSION LOADING OF I ACCESS PANEL-MIN SIZE OF OPENING 16"X24'•. 4.THE USE OF DIMENSIONAL LUMBER FOR RIMS/BLOCKING/LAMINATIONS ETC IS 1825 LBS WHICH E�:GEEDS NOT PERMITTED WHEN USING WOIST FRAMING. FOLLOW MANUFACTURES -__ _- _ _ ____ 4.WHERE AN AREAWAY IS REQUIRED THE BOTTOM OF THE AREAWAY SHOULD BE INSTRUCTIONS. REQUI REMENT5 OF 8507.2.4 AT LEAST 2"BELOW THE THRESHOLD OPENING FOR THE ACCESS PANEL. PROVIDE DECK STRINGERS DECK 4: RAILING DECK 5: TYPICAL CONSTRUCTION 2"OF 3/4"-1"BLUESTONE A7 THE BASE OF THE AREAWAY. 5.I-JOIST HOLES MUST BE AS PER MANUFACTURERS INSTRUCT IONS. HOLE AND 1.SIDING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH NYS CODE SECTION -- - - -- - KNOCKOUT LIMITATIONS ARE LISTED ON THE FRAMING PLANS PROVIDED. R703 AND ALL MANUFACTURERS INSTALLATION GUIDELINES. ----- --- _,_________1 �.ANY MECHANICAL EQUIPMENT PLACED IN CRAWLSPACES SHALL COMPLY WITH -- ---------- --- M1305.1.4. 6.WOIST FLANGES CANNOT BE NOTCHED,CUT,DRILLED OR ALTERED. 2.THE USE OF DRIP CAP OR Z-FLASHING ABOVE ALL WINDOW HEADS IS REQUIRED. ___ __ 3.Ali SIDING AND WINDOW TRIM NOT CALLED OUT SHALL BE CHOSEN BY THE 1 HOLD SIDING UP _ OWNER. ! • - 2ND FL 5TUD5 1"FROM VENT SET RIDGE BEAM SIMP3oN H&FASTENERS I. WINDOWS/DOORS: LEDGER NOTES DOWN TO PROVIDE ___ 4.CEDAR SHINGLE SIDING(IF CHOSEN BY OWNER)REQUIRES THE USE OF MIN 1"AIRFLOW AT AT ALI OrFSCT I OADING BREATHABLE BARRIER BEHIND THE SHINGLE SUCH AS OBDYKE BRAND CEDAR DGI SMART VENT SHINr LE-VENT I I , WALL BREATHER OR APPLIED LATHE. CEDAR SHINGLE SIDING CANNOT BE SHED ROOF VENT RAFTERS TO VENT I CON'DlnuNs AND As AI_r I SELF-ADHERING RIDu�VENT BY Y INSTALLED DIRECTLY OVER WOVEN HOUSEWRAPS. INSTALL ALL SHINGLE IN _ 1 ! I AIR-V"%.INC a Hl CONNECTOR �( I ) MEMBRANE MIN E FIBERGLASS f / 1 1 ""! 8"UP/DOWN �-FRAME WALL ROOF 5HINGLE i ,TkiCT COMPLIANCE WITH MANUFACTURERS GUIDELINES. L ___-- ROOF SHEATHING -_ _ TRIM SHEATHING S 1.WINDOWS SPECIFIED ARE ALL ANDERSEN CLAD WINDOWS. 1.ALL LEDGER HOLES SHOULD BE NO LESS THAN 1 1/4"FROM ANY BEAM EDGE. AT __-_ 0520 COIL FOR AIRFLOW AS II'�- INSULATION _- - A5 PER PLAN s - APRON FLASHING _ ENDS OF LEDGER USE ONE BOLTAT TOPAND ONE BOLT AT BOTTOM AND PRE- 5.FIBL,CEMENT SIDING(IF CHOSEN BY OWNER)REQUIRES SPECIFIC STRAP REQ'D BY DGI 1l1 I�'� I BAFFLES .^ INSTALLATION AND UNDERLAYMENTS. REFER TO MANUFACTURERS -- i OVER SHINGLE - / I �� V/ i 2.ALL GLASS IS TO BE HIGH PERFORMANCE LOW-E4 GLASS. DRILL THROUGH LEDGER TO AVOID SPLITTING. �it � j III � IrI,'T%LLATION INSTRUCTIONS. i �.`I /_- � INSULATION 1 3.WINDOWS ARE TO BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS 2.RAFTER LEDGERS-SIZE LEDGER ONE ABOVE RAFTER BEING USED. SECURE I BAFFLES a i �' I 2X LEDGER ONE 51ZE ' �,)% 6.rJ:.I INDERLAYMENT(UNLESS REQUIRED DIFFERENTLY BY SIDING �> , -,- , . \ .i INSTALLATION INSTRUCTIONS. LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"L AT 16"OC It, UP FROM RAFTER SIZE `\ \, , ' �r' )% ) /�1 - M!.,' rACTURER)SHALL BE"IMPAR"HOUSEWRAR I i \ ,, / i / ` STAGGERED TO AND BOTTOM. USE SIMPSON LSSU SERIES ADJUSTABLE SEAT -�- ANCHOR TO FRAME V,IALL ;\ \, /. � i 4.ALL WINDOWS AND DOORS ARE TO BE PERIMETER SEALED AT THE ROUGH OP HANGERS AT ALL RAFTER TO LEDGER CONNECTIONS. -- - I i AT 16"OG WITH 3 518" �'�\ ,)�, I 7.RF'PR TO WINDOW AND DOOR NOTES FOR ADDITIONAL PENETRATION 314"PLYWOOD BLOCKING I l \\ !�%1� i / i USE.WITH MINIMAL EXPANDING FOAM SEALANT DESIGNED FOR WINDOW AND DOOR 3.CEILING JOIST LEDGERS-SIZE LEDGER TO MATCH CEILING BEAM. SECURE iNF•a:MATION, o • E 015T5DE IN WEB OF I Iri( STAG TOP/BOT OK A5TENERS '�`•\ �\•`��'J , l/% Z l �' V _ '' t LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 112"t.AT 16"c ,, ; ' \_, I J�/ +�-+ 5.IN WINDOW INSTALLATIONS WHERE A ROOF OR HORIZONTAL SURFACE IS WITHIN STAGGERED TO AND BOTTOM. B.WHERE APPLICABLE:HOSE BBS,LIGHT FIXTURES,EXTERIOR OUTLETS AND \. , I__- j( Q 12"OF THE SILL,THE CONTRACTOR SHALL USE A SOLDERED COPPER PAN ORA OTHER PENETRATIONS THROUGH SIDING SHALL BE TREATED AS FOLLOWS: V• 7 PRE-MANUFACTURED PAN SUCH AS THAT MANUFACTURED BY"JAMSILL". 4.FLOOR LEDGERS-FOR I-JOIST SYSTEMS USE 1 3/4"LVL LEDGER SIZED TO MATCH A.ON VINYL SIDING INSTALLATION USE MOUNTING OR TRIM BLOCKS - --_,-- - 51MP50N LRU JOISTS. SECURE LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS:i'L SPEc;iFIC TO THE PENETRATION AS MANUFACTURED BY MID-AMERICA CORP. � ,' HANGERS ______ _ „ G I PER 'fTI N S O 6.WINDOW OPENINGS SHALL BE PREPPED WITH GRACE SELF-ADHERING WINDOW AT 16"OC STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP °•ON WOOD/I IARDI FOLLOW P.IANUFAGTURERS INSTRUCTIONS FOR SEALING � WRAP STRAP UNDER PER°P'TIONS v 0- FLASHING OR EQUAL. OBSERVE ALL MANUFACTURERS FLASHING/DRIP CAP AND BOTTOM. 0- THE,-,'E PENETRATIONS AND WHERE REOLIIRED USE SOLID PVC MOUNTING FLOOR JOISTS MIN 6 FOLLOW DCI SPEGIFI REQUIREMENTS. BLOCKS. \ INSTRUGTIDNS FOR I RIDGE BEAM 5.FOR DIMENSIONAL FRAMING USE 2X LEDGER SIZED TO MATCH JOISTS. SECURE \\ i INSTALLATION A5 PER ROOF ADJUS1N LRU LL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"L AT 16"OC \ �----------- PLAN A ALL RA LE HANGERS �/ I I AT ALL i,AFTCRS-MATCH W O LEDGER TO 2X WA I I M 512 _ __- _ TO RAFTER SIZE 5HOWN Q 9 1 I 1 STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP AND \ ____ !.- BOTTOM. ENERGY EFFICIENCY. STUDS BELOW SHED ROOF(INSULATED) SHED ROOF(NON-INSUL) I v I MECHANICAL: FINISHES: \ o , CANTILEVER STRAPPING SHED ROOF LEDGERS STRUCT RIDGE VENTING - 51MP5ONHa I 1.A SEPERATE ENERGY DOCUMENT HAS BEEN PROVIDED WITH THESE PLANS.ALL RAFTER r IL 5 w rL i i INSULATION SHALL BE BASED ON THAT DOCUMENT. - -- __ ___BEND AND OVERLAP #3 BAR AT PG LANDINC,5 --------_--__.. _ I 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH PART V OF THE 20151RIC. 1.ALL GYPSUM WALL BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE 2.THE USE OF FAN-FOLD INSULATION L1Nr;.k VINYL SIDING SHALL NOT CONTAIN A MIN LANDING 36" --"-` I REQUIREMENTS OF THE 2015 IRC. SP',0NDARY VAPOR BARRIER. LJSE ONLY AN APPROVED SUBSTRATE __ _ 2.ALL WORK SHALL BE PERFORMED BYA LICENSED MECHANICAL CONTRACTOR RECOMMENDED BY THE SIDING MANUFACTURER. _ __ -_- I CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE 2.BATHROOMS,ENCLOSED LAUNDRY ROOMS AND AREAS OF HIGH-HUMIDITY SHALL �I REFER TO LOAD PATH RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO SECURE ANYADDITIONIAL RECEIVE MIN 1/2""XP"STYLE GYPSUM WALLBOARD. '""'` �R. WRAP OVER TOP PLATE CONNEGTOR5 FOR THESE �'+^fir AND FASTEN TO INSIDE 51X NAILS MIN PERMITS OR PROVIDE HVAC LAYOUTS AND DRAWINGS FOR ALL WORK PERFORMED - ,•, O, #3 NOSING _ GONNEGTIONS ''^^�ti, ---� - ---NYSRG R311R5.�3 / I r,. i DURING THIS PROJECT, 3.GARAGES,UTILITY ROOMS WITH HVAC EQUIPMENT AND BOILER ROOMS SHALL ':� EDGE +-aJ AT EACH L NU RECEIVE b11N 5/8"TYPE"X"FIRE RATED DRYWALL. PLANS MAY SHOW ADDITIONAL ��, / AT N051NG5 STRAP KING STUD 70 _.n...„ 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL CONDITIONS REQUIRING RATED DRYWALL. �., FOR PERMITTED RADII y t, 1.MIN HDUS A7 1ST i- OF 51 RAP-51 RAI' Ck 1 PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR I �,! (I 2.MIN HDU5 BETW PLOOR5 MUST RUN 1_'M,,I I CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE 4.IN CONDITIONS OF NEW CONSTRUCTION,WALL BOARD SHALL NOT BE INSTALLED ,�, TOP PLATES AND JACK :�• - ALL COIL STRAP MUST t 3.TRIPLE 5TUD5(SOLID)REQ'p OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. UNTIL THE HOUSE IS COMPLETELY WEATHER-TIGHT WITH ALL EXTERIOR 1' L __ -____._ STUD TO HEADER I I` ;1 ALONG,5TUC r-A,.r * STUD PAGE AL ONG 1 F, 4.518"ROD/BOLTS WHCRE SHOWN FINISHES IN PLACE. `., i l II +' 5.INSTALL A5 DIRF.GTED BY MANUF O 1 5 P IM NG PAS SHALL BE FINISHED USING ZINNSER BRAND"PERMA-WHITE"SELF- ..' • ^� * I b"MIN P jI11'fI�rpllsIfjr,9 jI, a Ii ,x '° 6.SEE"HD"ON PLAN FOR LOCATIONS It , PLUMBING: _ N FASTEN.- _. _-NO SPECIAL CONNECTORS (1 O :,AT { COMPACTED_ � - -- • -� MIN 9 TREAD REQUIRED HERE 1 ; fi 206 COIL- ' i / IFd51d0?r �s ,�iI D U 44--- GL EAR SPAN AGRO55 U1 K r\ 6.CONSULT OWNER FOR ALL FINAL PAINT COLORISHEEN CHOICES. MINIMUM FILL ° ) ' 'tY }� STRAP �j SHEEN ON ALL WALL SURFACES TO BE"EGGSHELL"FINISH. MINIMUM SHEEN ON n;)I reyuir.d` P,f ';'� LNRAP STRAP UNDER OPENINGS WIDER THAN -� I- ` ; U.S. PdtefJt RIM BAND 1.ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH PART 7 OF THE 2015 IRC. ALL TRIMWORK SHALL BE"SATIN"FINISH. "� *, 1 --� RIM AND PLATE WHERE ,FT1 -SIX FEET TO HAVE HDU2 a `1 I E�) jC�j _� ;� '•. --______ NO LOWER 5TUD5 ALIGN HOLDDOWN EACH SIDE �I 1I i � I ' 2.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBER CERTIFIED TO WORK �' _ _ - t IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE ---MAX 8.25"RISER 1� II EDM � Tl____� • SEE FLOOR TO FLOOR 1-1 J r PLUMBING CONTRACTOR TO SECURE ALL PERMITS AND ARRANGE ALL #3 BAR EACH _ _ I w.� WAY AT 10"or, CONNECTION REQUIREMENT5 1 -1--� _, M INSPECTIONS. --- W ti - AT TWD STORY Y L+' r�! 1 4J.1 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING CONDITIONS '1 i %tJ BAT H/LAUNDRY. BAGKSLOPE AT RISER ' s1 �� ALL PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OfR PERMITTED BUT TREAD CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE DEPTH 15 MEASURED FROM ------ - -- '. r11 n:r+ OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED„ LEADING EDGE OF UPPER r.„� W,..,';,-r_ i ' TREAD AS SHOWN ..'-, 4.PLUMBING FIXTURES AS CHOSEN BY OWNER-PLUMBER SHALL SUPPLY AMERICAN t STANDARD OR KOHLER FIXTURES AT MIMINUM FOR ALL, 1A.ALL TILED WALLS- INSTALL 1/2"GP DENS-SHIELD TILE BACKER OR USE J.1ood l I�- 1:;,,1_•, r ( 1:',: .i I i SCHLUTER-Dura MEMBRANE OVER SUBSTRATE 4Y _ n`I IC CONC STEPS OPENING STRAPPING 1 `IL` I I I I' m i 5.AIR FOR COMBUSTION,VENTILATION AND DILUTION OF FLUE GASES FOR 1B.ALL TILED FLOORS-INSTALL SCHLUTER-Dura MEMBRANE OVER SUBSTRATE ►v13'T1bFf I : ,-1-- f to r,tin:', n 1'LEE NAI;.,Mlr. Tr 1REE Nall s Mu. APPLIANCES SHALL BE PROVIDED IN COMPLIANCE WITH SECTION G2407. AND TILE AS PER INSTALLATION INSTRUCTIOINS. NOTE THAT WATERPROOF AREAS Thlrkness I (. 10 y w i REQUIRE SPECIFIC INSTALLATION METHODS. AT SACH E 15 AT AGA END 1 1 6.RISER DIAGRAMS SHOWN ON ISSUED PLANS REPRESENT DIAGRAMATIC 1C.ALL TILED SHOWER AREAS-INSTALL 1/2"CEMENT BACKER BOARD(HARDIE OR I I'b 1 OF STRAP-SrRAr - OF STRAP STRAP Z I INTERPRETATION OF DRAIN AND VENT PIPING, PLUMBING CONTRACTOR IS EQUIV)OR USE SCHLUTER-Ditra SYSTEM FOLLOWING WATERPROOFING J ar INSTALLATION GUIDELINES. - _ �-') 2"x4"GONTINUOU5 ,,TRU55 OR CEILING J015T j��d MUST RUN 12"I tIN �' MUST RUN 12"MPa i REQUIRED TO INSTALL ALL FIXTURES AS PER CODE AND SHALL UPDATE ANY -�'---�- �/ LATERAL BRACE AT c o c li I • PIr.el , . -r':1, ;d Al 5TUIT FAi,L' - AI ONG STUD FAGI' Q EXISTING NON-COMPLIANT PIPING UNCOVERED DURING THE WORK. __1 I,--- \ I I',re3drd t,, -- _-----_- _ __ �, I,diC 1�3 ..c 2.ALL TILE TO BE SELECTED BY OWNER. SAMPLES SHALL BE PROVIDED. FOR THE j -_` GABLE ENC TRU55- Rod I II ELECTRICAL. j � � PURPOSE OF BIDDING CONSIDER A$5/SF MATERIAL FOR ALL TILT. 2 10d NAILS h J "Ci __ - - P.F-. �T;`'-= _ N s I r. \ •`. iI iI. p INSTA LGOF'FERTEX 1 I 3.ALL BATHROOMS WITH A SHOWER OR TUB SHALL BE PROVIDED WITH ONE `�`' - I - _ I -- / `s I FLASHINGlSEA;_ER ND FASTENLKS AL O� NE!/I/ 1_ ''(- - _ 'i _ �.� _ 20G COIL 20G COIL L !� MECHANICAL VENTILATION UNIT. VENTILATION TO EXTERIOR SHALL BE THROUGH _`` ,= 1' �'•., - --PRIOR TO 5LTT1N6 .4----CLEAR SPAN ACROaS 't LEE O INSULATED NON-VINYL DUCT AND PASS THROUGH ASELF-CLOSWG EXHAUST ryi I STRAP STRAP INSUL TAPPROVVI FOR THIS TYPE S VENTILATION, VENTILATION SHALL BE IN ;-- y. 10-8d NAILS y - A. ��. �/� 1.ALL ELECTRICAL WORK SHALL 6E IN COMPLIANCE WITH PART VIII OF THE 2015 IRC I -= Ve Vertical ca I HDU STRAP AND FIATS RIM BAND �� __ - -` ° FI,»r \ �3_ COMPLIANCE WITH M1507. �- - a k I I ;+' IIl$t811�tI0I1 _ � ? 9j AS WELL AS ALL NEC GUIDE LINES ANDREQUIREMENTS, j -- -- 1- JpIS( ° _V S.;'•, 4.ALL EXPOSED SEALANT IN BATH AREAS TO BE SILICONE BATHJTUB/TIL E 'J ', 1`I j �) ' � �� N � 2.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN CERTIFIED TO - _ . - WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF APPROVED. J� ', I T ..;- p r %Y_11 LU LU 5d COOLER NAILS AT 10"O c. i= :�, r" i Q _,' 2oG colt 5rRAp C7 � }! L1J THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK �°'_,�1 , SIG,-t,r,y n;I �;" v° ° ° 111 f � ? PERFORMED DURING THIS PROJECT. 5.ANY WINDOW IN ATUB OR SHOWER AREA SHALL BE FACTORY PREFINISHED BY 2'x4"BLOCK NAILED TO EACH � r, „ 1 I -LAPPED UNDER SILL ' 2G6 COIL 5TRAr 2 THE MANUFACTURER OR EXTRUDED PVC STYLE. SILICONE SEALANT REQUIRED AT BRACE WITH 4-1 Od NAILS % / 1-- tS1 �. 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL ALL CASING AND STOP/EXTENSION JAMB JOINTS. EXTENSION JAMBS(IF �•', j Typical ° PtATEA5 PER WFGM LAPPED UNDER blLl" �O 68062 PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR REQUIRED)FOR THESE WINDOWS SHOULD BE FIELD FABRICATED USING SOLID GYPSUM BOARD I �1 L� HDU Tie , P B v PIATEASPERIi'°GM AROF III I CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE PVC TRIM WITH A SILL SLOPED AT NO LESS THAN 4 DEGREES. 20 GA&E STRAP 1 i 5d COOLER NAILS AT T"O.c. � '\ 001 Between ' I OWNER MUST BE NOTIFIED PRIOR TOANY BILLABLE WORK BEING PERFORMED. 6,LAUNDRY ROOMS(IF APPLICABLE)MUST COMPLY WITH E3603.3 AND E3801,8. 10-8d NAILS 4.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER BATHROOMS MUST COMPLY WITH E3603.4 AND E3801.6 AND OTHER APPLICABLE t ' ' Floors ��`,i`�/�'� ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTURE.SWITCH SECTIONS. END liCALL 5TUD5 f wid ---- STYLES. With ° G - 7.GROUND-FAULTANDARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS + ' RELEASE DATE: l 5.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE PER NYS CODE SECTION E3902. Figure 3.1a Ceiling bracing gable endwall tion ° ' ° WEATHERPROOF STYLE SUITABLE FOR THAT USE. 6/5/2017 8.PROVIDE DEMAND-SENSING VALVE TO SERVE WASHING MACHINE. S I-_- -"- " --_ BOTTOM STRAP IN SLAB BOTTOM STRAP IN'WOOD 6.SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE OF SWITCH. 9.DRYER VENTILATION SHALL CONFORM WITH M1501. OR NON-JOIST coNDIr1oN51 FLOOR JOIST CONDITIONS 7.OUTLETS SHALL BE 12"ABOVE FF TO BOTTOM OF BOX. 10.ALL WASHING MACHINES INSTALLED IN A ROOM ABOVE ANY FINISHEDI 8.WHERE COUNTERTOPS ARE PRESENT THE BOTTOM OF ANY OUTLET BOX SHALL BE CONDITIONED SPACE MUST BE INSTALLED IN A FLOOD-SAVER(OR EQUIV) GABLE E N D WA L L HOLD DOWNS UPLIFT LOAD PATH-______-A _ _ __1 I 5"ABOVE THE FINISHED COUNTER HEIGHT- OVERFLOW RECOVERY PAN AND PIPED BACK INTO THE PLUMBING SYSTEM. I I 9.BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED. I 1 I 10.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE HOUSE ELECTRICAL SHEET: I SYSTEM. ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE, ---- _ I ~11.GROUND-FAULTANDARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER E3902. C 1 1 1 I 1 ! ' --- ---- _ ------ -___ - - J i -- --- -- - -- ------- N1101.14(R401,3) Certificate (Mandatary). A permanent r,rrtificate shall be completed by the builder or registered design professional and posted on a wall ' � e space v,here the furnace is located, a utility room or an approved location inside the' building. /'here . �.„t 9 , -' �, "'• } ';f S "•,, t em,v rorx.a r¢-„ x "m a+" a ", i elle .ar x u, -:a r n r aanw" ».r. . a , located on an e,ectricai panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, . �" � ( F : y !. N J �. _ " "j "" service disconnect label or other r u n r ,. w.:..: .3,.._, ¢.. 1„_,. e Ired labels. The certificate shall list the tedominant R values of,nsulatia .. „ „ _.,.., .,. - --- _ __ -_-,---_____- q p n I I `�S,' ' -- installed i a ';rte :'. Bearing at concrete,masonry caalls Beanny ter door or window header ~ i Beam to beam connoctor 8eanng of column <,:r• n Or On Ceiling!I'OOf, V,alis, foundation (slab, basem nt V'3!!, crawl space wall and!or floor} and ducts .4 outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, - Additional floor framing details available with BC FRAMER'S software (see page 3�) Shmp per cede if inp Plate is � -•'- ; Provide not continuous over header. _-_.,___.___ _,__ moisture barrier �� i Verify han ger i and the results lion any required duct system and building envelope air leakage testing done on the bUllding. __ ._ � __ _,'air \ n i walit �OUTt1PORf `7 �ETAI�_tJ at support and ,-- [ capacit with y . • x'` Where there is mere than one e for each tom onent, the certificate shall list the value covering the lar est _,,,-•_,-. .-..-..-.--_-__.-_"_,,,.,__-.___.-, lateral restraint. space a� i han ,,literature _ p 1 _ - t EN _•.. Y" -" , t ... .... I r / between 1 ��`�' i g veasA-LAM"' _;��. area. The certificate shall list the t es and efficiencies of heatinr, coolin and service�r�ater heatin e ui ment. DESIGN „ yp a g g q p 120 N U EAN AVt column-. \ 1(l here a ga fir d unvented room heater, electric furnace, or basebcard electric hewer is installed in the C AJS, concrete ~ i ��`• "'`�'r- '` ? ! c_ O I rir ist• � bloc ing, and � I T � Column cap,drilling _;__•'.,.. - residence, the certificate shall list"gas-fired unvented roam heater,” °electric furnace" or"baseboard electric DAYPORT NY 11705 �� i , wood 1 \ permitted for -' jrn ' °'`' '4`:'. c Trimmers .a,,r., standard connector �.,�"° I: - ; i. Heater,"as appropriate. An efficiency shall not be/islet for gas-fired unvented room heaters, electric fuinaees or 631-419-6[58 /� ^QQFlntb I\�`\ Sle{iyeyseatcut Bevel cut i -rkj electric baseboard heaters. R Nall Boise � __.__.---_--_oohs :. `. -.--,- --- - _ _ -._- ._._._. _ .�DSING@OPTONLINLNF.`[ Rimboard to : p l Beam to concretennasonry w;its Deanng framing lento wall r;., t ' AJS Joists Dimension lumber is BD I I `�, �� I i i =_t.__I_._-_`._. __.. .-. with 8d nal/ Ofinension lumber Is not not suitable for use I `� \ _._ Wood top plate must be flush Strap p,r Lod,if top i' -_„ t NGINEE Into each suitable for use as rim as rim board with -� i �- with Inside of wall �, plate is not continuous ;t_.._ , ,1.,.,I � tit ` l .._•_g.._ "-- ..._._ p , Han er ' S 1{t. .`xa,. "r ENERGY EFFICIENCY FLOW CHART ><ECORv flange, board with AIS”Joists. i AJS"Joists. I i 5 P' I e, ' ! AIS 25 roc vires 2x6wa11(ormimmwn begun Slo cd seat cut. I g i �i r +'L+ n, , _.__..-_.__ _ _... ,._._„_.- iii -,.._ .__ .., to x eed Z” li t Not , c i + _ _:,:._:i:-.��"•t I AIS"um Dist inside face 1 _ �/'� -. �'F'- f - - One 8d nail I "t: "tK J %^ of bearing. rr','b,v3ax - -__ fir// �$ _._._,__,`-4 . . r i•,, each side at i F' ,4_v,1.`i�1r MANDATORY REQUIREMENTS R ENGINEEG2J Top Flange or Face [! r �"�' �' I VERSA-LAM Lt rrxj ire d t. >JveJl �\' / �' __ +`..' :- ,.., CERTIFICATE R401.3 CERTIFICATION REQUIRED REQUIRED CERTII=ICATION n Mount Joist Ha=ter .Mdxx4 atliror.i frrxn B,xs:Cheri l E/vP J,-._._,_-,-_ -- .... - }. SHOWN ON PAGE CC-2 OF P•C• AJS 25 f til \ ` f bearing 1 Solid block. x �/� s; Eny,xttrinyaEC.CALC saflvwueaktyss. i <<,�'V all posts Moisture barrier between 1 ' ' AIR LEAKAGE R402.4 ALL NEW CONSTRUCTION IS 1383 VETERAN2, requires 1 from above `- 1, \ i 2x6 wall for a 3r ,.,, Providead,quate� ' ' "` `° _.. I":[" v t: t o. :`, concrete and wood Ii 'i;;, I`.:. , s ' to bearing I minimum 114 lateral support x ,.,'.:' REQUIRED TO MEET THE below. /.tJ. Vnst,+ilation Notes c1 # ,te 1 y..5a,_s",r' EMORIAL WY i . . 1t.rz"minimum �.-__- - I ,.' iris, ,. bearing. I ti r -- -'---' '--'- - € INSTALLATION CRITERIA OF THIS M 1 bearing length I _-r;= I t % II u 'r._hF Yom':i- -'', To limit splitting flange.start nails at / ! Note:AIS"noorjesr must ba das,gned to • hlin,nxm,of':;"air space between beam and wall pu,,kel ur aduyuate W!rit_r must be • VERSA-1 AfA beams au;;mended for,ntenur aplillcabons only and should be kept a dry 1: SECTION-SPECIFICALLY TABLE least 1t':"from end.Nails may need to `\ carry wall above when not stacked over provided between beam and concrete+masonry as possible during construction 8402.4.1.1 SHOWN THIS PAGE. SUITE q5 VERSA-LAM" be driven at an angle to limit splitting of i wall below- • Adequate bearing shall be provided. If not shown on pians,please rek.r to load tables in • Continuous lateral support of top rf bean,shall be provided(side or tot)bearing frani g) MAXIMUM FENESTRATION R402.5 0.48 ANDERSEN TW AS SPECIFIED bearing plate. - !1,- _ your regions Specifier Guide U-FACTOR r jALJPPAUGE N _-__ -__-__ _ . . -.._ _,....-._..- _ 11788 jP }-g ^�( (� /� y-ry•�#•� y� (' �^y PROVIDES 0.30 INTEII IEDIATE BEARING DETAILS AJS"loistSlopeCutReinforcement °•.. '.^ '" +I I4 Ji r 1Lrt f'f'1#t+ t'°''tio �1 C ( r ��Pr " MFENESTRATIO 402.5 0.5 SSPECIFIED - ., . _.- . ._"..sits,. aa�", �.,. — __ i Detail below restores oogir ai allow able ; ::-; y " SHGC U PROV DES 0.,11 A 631 969 85 35 ,,4 For load bearing wall above Blocking may be required,consult design professional -'I� t ad Ib' i shear/reaction value to cut end of AJS )c�r,t-AJS - stet,-:"• 'w - i'� :-•%k •.t,";.,- .. , ,.,-:'i',, ,„„ _..,�, r N R Double S uash 8 ockVert,ca to /ft e?m *.y. , xrxv "n', "r' ) or record and.or logia!DulMingof�icial. q I ] ; Joist shall not be used as a collar or rafter tension tic. <, -:,;i ,7 ` , HVAC CONTROLS 8403.1 N.A.-EXISTING SYSTEM AND I (stacked over wall below. JoistSpacingllnJ • • • • )r. • •7„ '} • O sire I u.,, a .,s wx .°.�.,. Ca w , 'j, .i, • :' a dxw i 1, iIC�Ck[t"1C� C�OC�I I�Ct[CJi�S C)l t. r F.r„ ,:', �. THERMOSTAT UNCHANGED _ �631� 969-8518 F 12 16 19.2 24 1 '`n""' ',,'n r �----+- ;tri 11f + HEAT PUMP/SUPP HEAT R403.1.2 N.A.WITH THIS PROJECT ` l i p;:_ Nailed .__ ._-i---'-_'D,a.Throu h Balt i [I _ . .rough_ ---._-- ,. 1,! 7 :Pt "� J•' i,e-u , ,,Polis' :•,,, .� Maxrinum k-nifririr bide Lo `\ � 2x4 4463 3341'2789 2231 o,hir y, , tar:,.; , ;. Dia Throu h8oltu, IVit_lltl )j� v �F�SA-LAM M�ml�e[ .�J1� t _.___ __.___ g " - g - I DUCT SEALING R403.3.2 DUCTS^AIR HANDLERS AND FILTER ANY EXTENDED DUCTWORK (y \'" Load bearing 2x6 7013 5259 4383 3506 ' <= Number 2 roars 16d'3 rows 15d` 1''r' I I t 1`' 2 rows Ca 2 ror+s Cp + 2 row's 2 rows ' 2 rows @ I 2 rows �' a wat above I I of I When using multiple ply VERSA-LAM beams to create a wider [ "''` = BOXES MUST BE SEALED AS PER SERVING NEW CONSTRUCTION MAY 4,2017: t i Sinkers @ Sinkers @, 24"o.c. ! 12"o c ;ru G"o c 24"o.c 1 12`o c. i Cel 6'0.c. :"STALLPP,'; iiiS,,LdI N , _'j,,r'',',.-: " /,,. ' (stacked over 1. Squash blocksaretobeInfullcontact ! "'•+'• Members 12"o c 12"o c. isla ered star rered'stenr ired st:ic ered'sta ered!sta ered momhor,the connertinn of the plies is as critical as doternunin he •'"'- i•'r'=" "" IRC SHALL BE SEALED AS REQUIRED ISSUED FOR PERMIT ____._ _ t 1, \ wadDelowt , - --)__ - gg - J "J J9 . ._ g9 _..__.gg t g r,-•, r.-- i ;i' 14 ,',. '� w,thu Pernoorandlowerwall IAte. I '''' L 'JFK 6ET'„ccA,I p p 1s/.”VERSA•LAM' (Depths of 18"and less) beam size, when side loader/beams arc•nut connnrled proper y, s ~ ! � g� ', . ' +''-"!" BU THE IRC AJS"Joist �\ \ 1 Herl , ,,,, p,,.'t;"F„r,(-L iM -,- ---- -- 2, Capacitiesshownareforadouble ' fit', ' -„ -- W - •r •- DUCT TESTING 8403.3.3 DUCTS SHALL BE PRESSURE ANY EXTENDED DUCTWORK - --i .- i.'. _ ___ 2 470 705 505 1010 2U20 560 1120 2245 the Insidra plies do not support Ihe,r share of the Inad and/hits 11 r r v = ,! + blocking. 2x mock, 1 ,t,, _ - . SIJ::�_rli,, R,'.`TERI,;Tl, s,',,,,':' i ^,.:',„'_.'::Lara TESTED TO DETERMINE AIR SERVING NEW CONSTRUCTION squash blocks at each Dist,SPF ---.---- Nail block with one 10d nail Into each flange. or better. J ta'ne �- 3' 350 525 375 75b 1515 420 840 1685 load-carrying capacity of the foil member decreases significantl „rt ..p I _r_, 1 _,_ } oelost i• - - r r he{ II s n •xan I v iz nit e utti I - I �„„ it �- _'"i” SHALL BE TESTED AS REQUIRED - -'-' `- '-` ` . ' ? 1 use bolt schedule 335 670 134, 37U 745 1495 T _ o ow'r g a E tp e of ho r tc s e a tonne t a m p p y t”T.;H E F.- t�,,1 S" . I' LEAKAGE Backer block . . e -` 2x biotkingrequired at bc•anne i-o!si,owr for clarrtyl, - ---- ---- - _ ,-. -- i ';k T ti ,', BU THE IRC , i• fi „� Double AJS 1oi5t 1 Sheathing or „., " 3'/,"'VERSA-LAM" VLRSA-LAM floor beam. IC,�LFh3-hC;R1�'-, ::'r'•~ I f,' . , . MECH SYSTEM PIPING R403.4 MIN R-3 INSULATION ON ALL INSULATION WILL BF REQUIRED (minimum 12" CiOnn@Ct10t1 ""' rimbnmd { :�. mm.plyw'oodiOSis ratcJ shcauan)r as remb;rce _ [ wide).Nadwith ` ' m,nt.lnWill reirtmeemeat wi:h race.,rain h0rimnl:,l o T"+ : I" `-pv - INSULATION SYSTEM PIPING CARRYING FLUIDS ON ALL PIPING Joist fllterBlock closure / 2" use boil schedule 855 1715 N A 115 2250 N/A n;; USiC i tl: „'h :, INSU d,l'1 -'.' rt- 10 10d nails �. ! Install on/calk sides of the acrd.t;gi}I to tx�ttom flange. ---------------._._---. ._- -_ .. -. -- _...._.--_ _. b- Man or see chart belowy I °% a be•two,n reuttarcernt•nr and betlo,n of t0 r flan e, 1::"VERSA•LAM' (Depths of 24") a:,.'r+•i!t:;:':err lilt " "z,:., 1'i't1EJA'RSP�E `�f, "-" ;1..�i.,`,%;5 f ABOVE lO5 0R BEl OW 55 g r \.r \ { AJS'' ! A K construction adhesive to comae i surfaces and - " -"; "" „ , , P,5TA1L 1'R1GIJ :> ''`' AT-C f`,5•",WON _��' �--� HEATED WATER 8403.5.1 WHERE APPLICABLE,INSTALLED AS N.A•WITH THIS PROJECT �• i blocking play , Nailed o Dia.Through Bolt ' Dia.Through Bolt} x',,,! ' - - I I fastenwah3rowsofInto,10dhoxnaa,at6'o.c. Number i __ .-. _-._-__.-- -----__-- ._.. .. - _ _. r- --_.___z_-__-_,__- 11S1k1,T1ii'JER'•^,4;LYTO ,'' ', ` r -_. ,.___,. .__ _,. ._ ... CIRCULATION AND TEMP PER R403.5.1 \� required for ~� alternate nadir, from ea h rch and ram,h, of 3 roux 16d 4 rows 16d 3 rows lo, 3 rov:s y J rows`i.a rows Ce 3 rows @ i 3 rows Cu t'' �\ . � `�� cantilever. ---- - - -- -- Sinkers(n% Sinkers - 24"a.c.8' 18"o c b" 12"c c.4"'24 o.c.8" 1 ' o c.6' 12"o.c 4" ':e=� Hangers not shoran 4f-t,VE:T 1kaS'JL+1ikG " '' '' MAINTENANCE SYSTEMS r _.,__ MECHANICAL 8403.6 BU f Members, @ I r %j PIPE FLASHING AT ROOF PEN. 36.-q.. 11'-q" MAIN ROOF 101-5 14'-q 1/4" "1'-6 1/4" 6_01. _41II 2-11 1/2" loloi _500THPORT 2" t)UIQN 1.5" 21, 1.151, 21, 1.5" 2" 15. 1.51. 2" 1.51, 120 NO OCEAN AVE' DAYPORT, NY 11705 A LAUNDRY I?RY -419-6158 (A-4 TVV30410 T -A 3 631 TW�3 3410 TW3041 0 TWF301 0 3010 TVff301 0 FW 6080 CW'24 lav -)rZ)1NC@0PT0NL1NL-NET MASTER 2ND FL BATH (2)2X6 STUD IC 2-)2__X_1_21 BATH 1.5 SHNR E:NQINE7E7P, Or POCKET5 [L--j PE:QOPP: 201-01, ffi3A tub 2 2ND FLOOR R & ENGINEERS C-4 V-0. (383 VETERAN.5 _0" MEMORIAL JJWY SUITE 4,5 CW14 Q Family P hAUPPAUQE, NY 11788 ABOV�- 315 sq ft 'Ok"N'l 15. [1st F (6,31) 969-8535 T IKI Kitchen KITCH LBAH9 i it 3,10sq,it I 5INK TCH (6,31) 969-8518 (rAX) RAILING AT TOP __o_j❑ u . . . . . .. I', 1 1 1 1 MAY 4,2017: 411 OF FOUND 1,NALL I_ f(2T2X712 ISSUED FOR PERMIT 4AN ORA IL C) 0 8"FG COLS 15T FLOOR ONE 5IDE /--ARE NON C%4 STRUIST )N rE A-2 - ------ 6040P�� RI WALL LOW oCk Master Bath RD _5ER 0-IAORA-M 00 NOT SCALE 64 sq�t CL H 71 90 Sq ft t4 L t Po Ih 10 (3-)_11 7J8"LVL (FLIJSH)� < ly IJ_ 1 � - o___ X 19 sq ft X1 4� 1 - - - - - - - - - - - - - NIP— all -- - - - - - - ,Ik CID 64 sq ft CID 2668 04 �868 206 �,Y 00 (D r- I zt oo co 5980 1 2068 10'-0 11b" 23'11/2" C4 6 4- < 5'-11 1/2" 11'-3 1/2" 5-11 1/2" ABOVE C11 .4 6 _DN _IjP2X10 -t -b '30 A HVAC .0 B 3) 2 112 64 1/2" 5' - --------➢`�- ., - 1/2' A-3 CHASE 3" 0 -- I I ->-- ____ ____ ____ --- ____ - -- - TW30416-2(EGR) TW30410-2(EGRY- -_,_ __+_� I - -_ A 3068 _10 Fc-] 7 (2)2X�21 T2�2xi ;rzl%r - - - - - - - - - - - - - - - - - - 0 r OD 130 [0)117/8-LVL(FLUSH]) rn r�r G) C) Entry /o) - 118 sq,f, WX 11 718*GLULAH1 - - - - - - - - - - - --- M jll BEDROOM lu BEDROOM D D 130 sq ft 130-,q ft 'A4 1 A-4 UP— Garage DORMER WALL Q0 lo -.o CD� ABOVE - ( I T i — -- - _ _ I r- 392 sq ft :�: I I Lj_ Master Bdr ii 254 ,q ft I I I I SHWR tn Z tu 11A C) 33 sq ft [(2)117�8"LVL(FLU toL`I Q) 10. o x 20 10 UD z -2 DECK su II CL II 125 SID FT BATH `/ QC 57 sq ft I['I' ' 1 11 '. , �(2)2X101 5068 U t - - - - - - - 5068 2668 2 :(3)11 7/8"LVL(FLUS-1 H) CA ----2668 lu — — � I �- - ---- -----m---j ( I I I� I i I a- � / \ I N j ry Q 1L 2)2 I lu x F�2 F2X 1�Z 1 5 1 oo aD 122 0q ft Q� STHO W I -TVV21410 2 1 vvZ441 U-Z i 0 N (y_ cN ca HOLDOONN -11-5 5/4"--- 5-11 J Q 04 U_ ------- 2408 TH15 LOG tu i T TW241-11 PORCH Storage TW2441 0 TW2441 0 228 SID FT 266 It, I I__�) 125 S(I ft I GUEST BR -53'-6"FIN V-4 1/2" -4 1/2" 231 sq ft b' __DN _77. LV (FLUSH ABOVE) Bath F(2)14 1 TRAY CLIS 51 Sq ft Q, in 5T AT q'-b" LJ < c 17 O.-b., i Open Below v 136 sq ft I z <A Laundry JE 66 sq ft <A_)3 I I UJI 21,_q 1/2- 3'-2" 12'-q" 5-5 1/2" T- 5_1 1 6,_q 1/I x j I "T I A, 50'-6 1/2" d 7 cl 2668 ED 41 FIRST FLOOR PLAN 5CALE:1/4"=V-0" —-- --- ------ -- I \ , I - — i I I, F �i'f � I � D AII( 4� W A A-41" tu 5L IL(2)2X6(Gcrql)� OPEL FLAT4 4 -AT15LOPEI Z C? RAILING TO Q AUTO LIGHT 2430FX 2430FX 2430FX NE 36"A.G. MIN Closet r J_L FIXTURE 130 scl ft 1 LO MIN 3b"PC U) CC LANDING AT TOP LU !a Lu 680§ 0 TW24310 TW18310 TW1831 PC STEPS X NOTE HANDRAIL 0-CAN BE REQUIRE ON EITHER SIDE --------- A.. RELEASE DATE: •\�r\/\��\�ri��/\;\\„`\`/ /r�\�r #4 REBAR 11'-7 1/2” 11 1 -4 6/5/2017 36"00 AT 4 T-5 1/2"- CELLAR ENT YLALL5 46-0" Flu.-Ill TO ORYYqELL SECOND FLOOR PLAN A SHEET: �A>4 (2N <A_3 _SCALE:1/4"=V-0" • GELLAIR ENT SECTION __ A-2 ZT, q121 ZX 1� LE D R(I 130s SOLAR READY ROOF AS PER R13103b: AS PER 2015 IRC AND APPENDIX A PERMANENT GERTIFIGATF_INDICATING RB 2015 IEGG THE 50LAR READY ZONE AND OTHER iss REQUIREMENTS OF THI5 SECTION SHALL I I i III TD�IGN PORT MIN REQUIRED AREA 300 S.F.(U103.3) BE P05TED NEAR THE ELECTRICAL 120 NO OQE'AN AVE' i i DISTRIBUTION PANEL,WATER HEATER T T BAYPORT, NY 11705 THI5 ROOF PLANE PROVIDES OR OTHER CONSPICUOUS LOCATION BY - � 508 5F OF USEABLE SBUILDER. � 171_x1 631-419-6158 //.' " ,' ' / ,/ / ' / / // i' • 1') — -- -- — ---- -- TZTI I I. 1 �DSINGQa OPTONLINENTE 11 =T1 " ! I OLAR AREA THE ALL 2X10 GEIL J T ITS THIS ROOF HAS BEEN DESIGNED FOR LOADING A5 FOLLOWS: 16"OG-R38G IN5UL �1=SLI E'NGINE'E'R OF j TR , j F RAFTERS ® RA E 5 /� /'fib' 0C; - - - - -- -- 1 ' 25 PSF LL , ,� , ," ,"", ' ,' '/;/ 9:12,PI,TGH ' . 10 PSF DL(5 PSF MATERIAL/5 PSF SOLAR) / /, / _ r- NGINE / / ADD BLOCKING I1 ' I I R 8� Vcl E E ALIGN , 7 T i. . 1 = TO SUPPT RAFT i //, // '/ /%j�'/ z 'j / '//;'j/ • L- 1383 VETERANS MEMORIAL MWY BEDROOM ' '` %'/� >' / - TINUE RAFT 1' CONER5 � / ,-', ", , o/;"; ', ---- - - - --- ------ - �— 668 cUE [I IT ,5 I TO BEAM AS SHOWN ° S LL CONSTRUCTION TYP 1 AUPPAU E ( ): h G , N Y 11788 631) 969-853 ROOF: 5 .. • ( _ _ __ _ 969-8518 2X8 RAFTERS 16"OG - ---- LVL - --- -- _ ---- ---- -- - �631� �� 2)14" 1/2"GDX SHEATHING ---- — ----- o --- LL MAY 4,2017: WOVEN ROOF UNDERLAYMENT ISSUED FOR PERMIT (3)11 7B"LVL- N A5PH/FG ROOF SHINGLE (OWNER CH) - i REFER TO ROOF PLAN FOR HIP i AND VALLEY 51ZE5 I MASTER MASTER �I 2X12 RIDGE-FULL VENT 2ND FL CEILING: BEDROOM BATHROOM 2X10 GEIL J015T5 16"OG(U.N.O.) 1168 _l ® IT 1/2" DRYWALL(T&5) ° R38 BATT INSULATION AT FLAT CEILINGS R306 BATT INSULATION AT VAULTED GLGS - - � � � 1r W U W V W U U 11 lii ;III II;I'I I I j1' I ;VIII ' li n I A n ,I 11 i I �-/ LL) A& VELUX L~i0� EXT WALLS: I, li.l II'Il �Il,l:,;llil, .I I�� !111, :uII,II,I;,,,I,III, l;l!,.I, I�I,II� .�,�`I �� I� II ,ILII, 1 ''l;. ,I, I� l�', ,� �11��„ �' I! I;',' Ij �I' i1 :,cl 2X6 FRAME 16" OG x LX,L 7/16"05B OR 1/2" GDX SHEATHING -- ry� FELT/UNDERLAYMENT A5 APPROVED BY 510ING MANUFACTURER - KNEE WALL )11-JOISTS SIDING AS PER GG/OWNER BELOW- IN ROOF BEARI qG x R21 BATT INSULATIONLj o 1/2" DRYWALLW (T&5)AT INTERIOR ALLS I . 1/2" DEN5-5HIELD OR GEMENT AT TILE LOG — — — -- — — — — — — — 1/2" PURPLE BOARD IN BATHROOMS EXTEND UPPER ROOF DOWN TO HEADER 5/8"TYPE "X" DRYWALL IN GAR/MECH ROOMS w �� r v !JL 0 15T FLOOR: I 6" 2X10 FJ 16"OG 0 tu Q 3/4" GDX 5UBFLOOR(5CR/60 j PITCH ♦ MIN R30G IN5UL o CHANGE �J FULLICENVATER SECTION VIEW .. Q 2ND FLOOR: A W UJ--CA- - -------- ® 2X8 RAFTERS 2X8 RAFTERS ___SHIELD WRAPAT / LE:1/4"=1'-0" z 16"OG ® 16,106 ROOF INTERSECTIONS ALL-JOIST AJ520 I-JOIST 16" OG- 11 7/6"D Q� MIN 8"UP DORM 1'VALL L) O 12:12 PITCH 12:12 PITCH 3/4"COX 5UBFLOOR(5GR/6Q MIN R30 INSUL AT CANTILEVERS/OVERHANGS U— LII I L i jT TLi _ I u, n� 11171 j TTI jl-1 L 1 -T I -I Q !L I I v I.I.! - 1 i J1 1 1 UPPER ROOF PLAN —KNEE WALL FROM CRF -5GALE 1/4"-=1,-0.. - -- T' SPLIT PITCH TO HDR --(2)14"LVL HEADER ---- ----- ---- LU526 HANGERS , T AT FLUSH GJ O ` z tu 1066 BEDROOM vy� + — FRAMING WITH QR30 IN5UL 0 ca lei (2) 11 l/8"LVL - Iu 10 2x10 RAFTER LEDGER > (2)2X12 HEADER AT LVL FLUSH Qz PORCH WITH 1X TRAM _ mr2610 TWT2610 (Y PITCH � _ 2 STORY -- tu - CHANGE �/U Q I MA I - FOYER Z 2 0 ' TO STRAP THROUGH - _ KITCHEN — — — COLUMN TO F:DR !u N TYC6410 TP426410 — - - - - - - I _ ---- t DOUBLE JOISTS 2868 �n kDECK: G STAIRS: NE(�/ (X x AT COLUMN LO7 5/8"R - �P ��' 2X10 RAFTER LEDGER w v 2X8 CE IL J 16"OG LL O 2X8 RAFTERS_- _2X8 RAFTERS (2)2X8 PTO I RD ER I - = �P :o n 16"OG P ® 16"OG - 11 1/4"TR f _fir w 12. 12 PITCH 12.12 PITCH 4X4 FT P05T5 _ 1 N ---BORAL TRIM AND ----- I - - --- - -- -— - - - - - - — — - — - --- - --- - - - - ` I 1' • BREADBOARD EDGE I Ii I �I I II .i I+II :Ii;i1 1111 ,� I i�jl ,)I� 1 ,1` ( Ill 11 III'��,1 I�i'11,1 Ill;i� VIII I,� I'I Il�l 'li ':I lilll'" (; I;,jIII I ;II Illlill'f'! I i,� i ll,iill I ', II I ';11 1 'I'•(l� I y AT DECKS - �O 68p62 /• ,4281• A9OF 1 �PV 12"DIA PG FT65 TO 36"BELOW OR UNFINISHED ----- CELLAR RELEASE DATE: 3068 6/5/2017 STAIRS: 7 9/16"R 10.5"TR [—OWER ROOF PIAN — p , -- -- - -- R F2 --— — — ----- -- -- — — --- SCALE:114"=1'-0" v SHEET: SECTION VIEW A-3 A5PH/FG ROOF 5HINGLE I " P? n OVER MANUF APPROVED s.;ti`! I' ~�.�M4 i UNDERLAYMENT � '; 4!" �qj I IGE AND WATER SHIELD RAFTERS A5 PER WMEMBRANE-SEE ROOFING ICE AND WATER SHIELD ROOF PLAN I I / t MEMBRANE AS PER NOTES I I - 7- I 7« R905.1.2 ASPHALT/FG I 1 I I = - hPOR 1 FIBERGLASS ROOF SHINGLE SHINGLE AS CHOSEN BY OWNER OVER FTER5 A5 PER ROOF ALL ROOF TO BE MIN 50 YEAR ASPH/FG ROOF DESIGN MANUFAPPROVED IR OOF PLAN FyS .f SLI SHINGLE OVER FELT UNDERLAYMENT-ALL 120 NO OCEAN AVE' 47 UNDERLAYMENT METAL DRIP �•- FLASHING AND ACCESSORY DETAILS AS PER EDGE - \1 ! '1; I 7 f I T_ 11 I_I_ CHOSEN MANUFACTURER. BAYPORT, NY 11705 art r ALL RIDGE VENT TO BE SHINGLE-VENT II STYLE METAL DRIP EDGE I (� I FIR DOWN CEILING WRAP UP AND T 7 L TO PROVIDE FULL � 'i -__ I OVER RAFTERS T r r 631-419'6158 8 1/4"INSULATION iii�� 1. 1 _L Ill r _ 1XB PVC,FASCIA WITH ^(� 1 p; 12 ALL SOFFITS TO BE CERTAINTEED INVISIVENT OR \)\\\ f S I._ 11_I 3D31NC(a OPTONLINENET EPDXY PAINTED GUTTERS , _ I I � _� r VENTED BEADED VINYL AS PER GC ,, � r 711 I 1 r-r.i ��' INSULAE �i' (1 R30CIN5UL T ICE AND WATER SHIELD REQUIRED UNDER ALL HIPS, SPECIFIED CERTAINTEEDINV151VENT ]" VALLEYS,RIDGES AND EAVES AS PER CODE VINYL SIDING ENGINEER OI T 1 -r-�7 PROVIDE ROOF RETURNS WHERE SHOWN FRAMED RtQORD CERTAINTEED INVI51VENT - INSULATION 5IMP50N MT530 - =- FROM 2X6 RAFTERS 16"OC STET TO 2X8 LEDGERS W/ FILING Jolsrs As - _ - -1- SLOPED HANGERS AND 2X4 STRUTS VENTED SOFFIT - a sAFDRY STRAPPING 5PECIFIED T S r s r i NGINEEP-5 �I/7'DRYYiALL I I\ 1 - - - - .I.. R Ck W � , FINISH INSIDE - T 7 �- - - - - - - l 4- - ---- - - - - - - - - _ _ _ _ __ _. - _._ = FASCIAS AND TRIM EAVE FASCIAS SHALL BE 1X8(PRIMED WITH ALUM SIDING A5 GH05EN BY IY DRYWALL F r cV h _ c OWNER OVER MANUF I 5IDING(OWNER CHOICE) FINISH INSIDE - - - -- - - --- - CAPPING APPROVED UNDERLAYMENT I OVER MANUF APPROVED I 1 r GABLE FASCIAS SHALL BE 1X3 PRIMED WITH 1X2 13&3 V�TEFtAN� �5+1MPSON WRAP/UNDERLAYMENr a I SHADOW TRIM OF SAME WITH ALUM CAPPING I TMP I FRIEZE TRIM TO BE 1X PRIMED BUILT OVER 3/4" MEMORIAL HWY AT VAULTED CEILINGS I AT RAISED PLATES 2430E 2430E 2430FX BACKER WHERE REQUIRED TO TUCK SIDING. ALUM U1TE r I . CAPPING. S � TW18310 I- TY 124310 TW18310 IN LOCATIONS WHERE WINDOW HEAD IS ALIGNED hAUPPAUGE, NY 11788 FIBERGLA55 ROOF SHINGLE i -- WITH FRIEZE TRIM USE CARE TO ALIGN WITH MIN 6" FT A5 GHO5EN BY OWNER OVER 7__I_L FRIEZE TRIMS-ADJUST RO HEIGHT AS REQUIRED. (6,31) 969-8535 MANUFAPPROVE12 _ - ALL WINDOW TRIM AS DIRECTED BY GC UNDERLAYMENT11u I � _ 24"MIN I s - AZEK BOARD C631� 969-8518 CF\ ICE AND MTER SHIELD IGE/WATER ICE AND WATER SHIELD MEMBRANE A5 PER - MEMBRANE AS PER =�_ - 1^USHINGLE TRIM �o GUTTERS ALL EAVES SHALL RECEIVE MIN 5"K-STYLE Rg05.1.2 I I R905.1.2 RAFTERS A5 PER - MAY 4 2017' - rri_ z ALUMINUM GUTTERS WITH LEADERS TO GRADE. ! ROOF PLAN .— FIBERGLA55ROOF5HINGLE I METAL DRIP EDGE -� �Si -_ s 1T L a LASHING E ISSUED FOR PERMIT ASCH05EN BY OWNER OVER Q�� s - - s Lr - _ - __ _. _-___ __ ___ __ _____ zt _ _.- ALL WALL TO ROOF INTERSECTIONS SHALL RECEIVE MANUF APPROVED BAFFLES rh -- -- = x x�= L� r_ s"= m APRON FLASHING OVER MIN 112"SELF-ADHERING IV - UNDERLAYMENT �'Q�� ALUM GLADIXB - I = T - - - -- ----- --_----. - _- MEMBRANE - - ' aPao�l PRIMED FASCIA WITH - ALL SLOPED ROOF TO WALL INTERSECTIONS SHALL RECEIVE STEP FLASHING OVER MIN 18"ICE AND METAL DRIP EDGE � V 1X25HADOW BD iN5UL A5 COMPRE55ION AT ENDS SPECIFIED - - - ALUM GLAD 1X8 '',Il^ I I NEGLIGIBLE.VALUE REDUCED -- PRIMED FASCIA !;'! I `� ON RE5 CHECK EVAL CERTAINTEED 50LID TW24111 TW24111 1 WATER SHIELD VINYL SOFFIT I (� ( _ - I T SIDING ALL SIDING IS TO BE SELECTED BY GC/OWNER.BASIS OF DESIGN ASSUMES CERTAINTEED CEDAR IMPRESSIONS ON REAR AND BOTH SIDES WITH ACRYLIC STUCCO/THIN BRICK;VENEER AT FRONT. CERTAINTEED INVI51YENT_ �C FILING JOISTS AS - CEILING JO15T5 A5 VENTED SOFFIT __ �iPEGIFIED SPECIFIED - 4410 4410 - ALL FINAL COLOR CHOICES BY GC/OWNER TW24410-2 TW24410-2 — I I 6068MU - -- - SIDING AS CHOSEN BY J MISC AT EXTERIOR STAIRS-FULL 2X12 CARRIAGE Iz'DRYWALL OWNER OVER MANUF 5IDIN6 AS CHOSEN BY I FINISH INSIDE APPROVED UNDERLAYMENT I STRINGERS WITH COMPOSITE DECKING.SET OWNER OVER MANUF v2"DRYWALL \ - BOTTOM OF STRINGER ON MIN 3"CONC PAD AND APPROVED UNDERLAYMENT I FINISH INSIDE IMPSON � SECURE TOP WITH SIMPSON LSA AS PER DETAILS IH2A TYP AT FLAT GEILIN65 I AT RAKES - - _F - - - -1-14 - -- -- -- - T I - ORCHES ENTRY PORCH COLUMNS-- - - -- __--- --- ___--__- _ -. _ P NS TO BE HOLLOW STRUCTURAL FIBERGLASS(IE HB&G OR EQUIV)AND REQUIRE THE USE OF UPLIFT RODS AS PER DETAILS. ALL PORCH CEILINGS SHALL BE CERTAINTEED SOLID --� BEADED SOFFIT(VINYL) ALL PORCHES ARE 4"SLAB CONCRETE BASE OVER ! I I I I I I I I II I I I I! I I I I I COMPACTED FILL WITH STONE OR PAVER TOP AS CHOSEN BY OWNER.FINISHED TOP SHALL BE 6" __— BELOW ADJACENT FLOOR OVERHANG DETAILS OH 1 DO NOT SCALE FRONT ELEVATION WINDOWS AND DOORS ALL WINDOWS SHALL BE PELLA LOW E WNCOMPASS E 1 SERIES. ALL WINDOW OPTIONS AND DETAILS BY 56ALE:v4"=r-0" OWNER/GC ALL ENTRY DOORS ARE TO BE CHOSEN BY OWNER. 0 Lu V! N o A 3 O LU W 2X4 TIES r r i- rLL r r' � r T TI _ L� O 46"06 pC p_ r 1-r i 1, 1 r1 S 1 7 C7 1T7 1 t•fl r� v I Ty L 1 I In W I L - r ri T1I, - _,1 s TI I [ SKYLIGHT( MIN R38 IN5UL r �s r Il.i 2X8 CEIL J OK-- I rt7 _r I i L 11 O 2X4 TRAY GLG 1l FRAMING ABOVE MASTER BR �-. _ = L11 1 1 I I._ S ----- . ----- -- I -- - - - - - - I I ] - - - - --- --- 1 I Q MASTER _ = 1 BATH MASTER - < BEDROOM Q }' p - CLOS = p = (� z V' 1068 0 CLOSET _ 0 2668_r 2668 = 0 668 2668 _ U y uj 1 - -(D 0 ffljm �� if •f1 t� - - 2L L1�81TVJ1 13, I 111 i�l II I z 5 1/4"X 11 "1/8" _ - —GLULAM = 0 1--- KITCHEN � _ ALL 518"TYPE"X" GARAGE ENTRY GYv2a MASTER FOYER Qui / - COVERED= DRYWALL WALLS BEDROOM - 111 AND CLO AT GARAGE (- I I b z PORCH = GARAGE I 20 MIN = 286a SELF GL FWGboeo 5980 WOOD DECK: 2868 2668 30681O O 668 L U 2X8 PT DECK J 16"OG -(2)2X8 PT GIRDER SET �QF NEW Y DIRECTLY ON 12"DIA PG Q� 1 EE Iy 0 - - - - -- - - 1 - -- - -- -- 0 FOOTINGS ---- --- - _ - r m A281 v o v 2 ------ SOA 68062 �� qOF ,o�P ° I RELEASE DATE: 6/5/2017 v v° 6 SHEET: SECTION VIEW SECTION VIEW D - - - - G — -- ---- -------- SCALE:1l4"=1._0.. SCALE:1/4"=V-0" A_4 T --it -1 Yy I 1 L T =9: 12 9: 12 M ? z L I I Ir.r �I _ - L - f I _SOUTHPORT r T s 1 r D�S1GN 12: 12 I - T 120 NO OCEAN AVE r� TI I J F t DAYPORT, NY 11705 T irl - 12: 12 631-419-6158 - - — - - - SSI_ 1 11111 Y — --- - -- ----- PTONLI I E'NGINE'E'R OF' T AW22, - \ RECORD Alt - R & W E•NGINEER-) - 1 12: 12 PC 1 10410(EGR) TW210410(EOR) VETERANS _._ _ T 1383 [MEMORIAL HWY � L I1i.I r LL 12: 12 �UITE 45 - 11AUPPAUGE NY -- - ------ --- -- -- ---- ---- --- ---- --- -- ---- ---- - I - - - -- - - ---- - - ZrT I - -- ---- - --- - FRAME CHASE FOR -- ----- - - - - -- --- - -- ---- - - -- -- --- - -- -- - - - -- -- - - - - - - -- -- - - --- - - - - -- -- -- -- - - 11788 I 7 T 1�:I� DIRECT VENT HEATING - - -- _ -1 - -- T- �' - - - - - - - - 7 - - - - -- - - EQUIP-GG TO PROVIDE-- ---- 1:1 1 _- -- - 631 969 8 3 5 5 -- 1X AT -t-f- - -- ----- - _ rtJs - T_�= - -- -- 1- TRIM — -- - - --- -- - - - BUILDING OFFICIAL WITH PORCH HEADERj (6,31) 969-8518 (FAX)1 [::F601loFx MANUF PAPERWORK FOR Trrr2elo TM2-610-11 r OWNER FINAL CHOICE I 1 MAY 4,2017: =AW221 ISSUED FOR PERMIT - 1 TIT OUT5IDE CELLAR ENTRANCE nn nn nn nn n nn nn nn 4^11TH CONCRETE 5TEP51 TW26410 o rW2w10 nn nn `r PROVIDE DRAIN TO DRYWALL - LJJ—L_LJLJ FWG606a FYI I I I I It AREAWAYS AT AT BOTTOM AND PHOTOVOLTAIC - 2aba EGRE55 WINDOW CELLAR WINDOWS LIGHT FIXTURE _ WELL-ROCKWELL I V I I A5 REQUIRED BY GRADE L3050 eaao - OR EQUIV 1 - -- - - - --- -- _. - L - - ,_ - - - -- -- - -- --- -- - ---- - - - T A2b1-- --A261-- --------- -- i I I I 1----- I I I I I I I I I II I I I I I I I I I I I I LJ I i_� J L l_I 11 I --JJI I I I I I I Irl—Ir---------------------------- I �J — -I- . I I II II —�II --------------------- I� II I I I ------------------------ I-I------------------------- -----------LI --------------- — ---_ � �- 1---- I---------------------- ---- -- �I TI { ------------------------- ---------------------------1 --------1------------------------------�---� K— OO � i SOLAR READY ROOF NOTES: O IN COMPLIANCE WITH IRC APPENDIX"'U"THIS DWELLING HAS BEEN Q DESIGNED TO ACCEPT THE FUTURE INSTALLATION OF A SOLAR W W SYSTEM BASED ON THE FOLLOWING CRITERIA: - — _- -_ --- -- — - - -- - '1 1Nz= CL 1.A minimum solar ready zone of 300 sf of roof area is required-refer to roof plan for available T1 7 L t J �I rr Z OL roof area. -1 1 0 O ILL 2.Solar installations shall comply with R324 or its successor. W 3.Refer to elevations for routing(U103.6)and reserve space for service panel(U103.7) 1 Q 4.THE BUILDER/GC shall post a permanent certificate(near the electrical distribution panel, 1 water heater,or other conspicuous location)indicating the Solar Ready Zone along with the 1 _ I Lv-I i I W other requirements of Appendix"U". I Q11 5.The roof design shall provide for roofing material that can accommodate the installation of a 10: 12 photovoltaic system. I_S1 _ 6.Roof obstructions such as chimneys,HVAC equipment,vents,fans and pipes shall be placed close as practical to the ridge or gutter,and at the northern portion of the building so that - -- - -- ---- -- - -- 1-4- as - - - - - -— - -- - - - -- - - - - - - --- -- - - - - -- -- —-- - - - - -- - - - --- - - - - - - --- -- -- shadows from the obstructions will not be cast over the future photovoltaic system. Q 0410-2(EGR) 0410-2(ECRTF T Q Q LU —1 - 1 -- 1 - -- - - - -- __J_ - --I-- --- - - -- - - --- - ---- - - ---- < - - -- - - - - -- - -- _1___l - -- ---- - TWT3010 TWT3010 TWT30 0 1 —GW24TT 1 I I � + f I =GW14 \ YT � �- - 1 1 d� I I I W TW30410 TW30410 Z 410 FWG6090 - - ,c�OF NEW J- - -- - - --- --- - - 1- - - _ I-T - - - - J-- - - - PP E FTr 7ITlI W SOA 68062 P��? III I J (- I RoF S1oc� RELEASE DATE: 6/5/2017 -- �------------------r--L I-----------------L------------------------------------------------------- -------------------- SHEET: A-:;I BRACING THIS SIDE CS-WSPTABLE R602.3(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO Q m U RESIST WIND PRESSURES'b. BWL A-B SPACING: 38'-9" -- MINIMUM ULTIMATE DESIGN r" tl �nMtAUM NAIL MINIMUM WOOD , PANEL NAIL SPAC1140 WIND SPEED V m NOMINAL MAXIMUM WALL mN F ' REQUIRED CWS: 1T-0" STRUCTURAL PANEL STUD SPACING (mph) =v4"x PROVIDED CWS: >18' PANEL SPAN Y .q Penetration THICKNESS (Inches) Edges Field Wind exposure catego - EXTENT OF HEADER WTI-DiiUBI F PORTAL FRAMES TWO BRACED WALL PANELS) - i Size RATING (bncnest (inches) (inches o.c)(inches o.C.) a C D i` .. tN f '�1 (.:7 conn„1 G,•-n 11 1 0 24 U 1', (, t? 74C 115 170 EXTENT Or HEADER HATH Sill'ar PORTAL FRAME t - '3 j '•1 (f5 5'-T 9'-9" b'_9" -b'-21J8"-- -2'-1" 4'-81/8" 3'-S"- onC•:rim ,i ;• c 1? 17c 40 735 (ONEBRAGeDWALLPANFL) S ' 1 y ,.i71'.t•; 1 7. ..411' "s Z4 6 12 1"Y� 112 110 �"- 7 ` FOR SINGLE OR DOUBL£PORTAL CR OR 2'.16'FINSHE-D WIDTH OF:OPENING _ 'T'}-�(� '�7� F'.r_,; Ii.cr,>�`.�tu�^i ^,vde p.,rhrui=G447 iMs TENSION STRAP r. �QUtllf' 1 Z1 P,vr eI•f.;',!, :,.y;ar dlel a p,rtpendicula+to supp,11,Tru E-F&pt)r.n-,U sl.�a'n•'.,?;,,iii S:u;;,;pacc-,1 more cnan 161n(hes on center shall be f r 'IAOLE 602 H)(.4 I oer•:•."',p.:.:.,s","ngili a<:..Ix-x;renn':ular;o sunperis PONY WALL (ON OPPOSITE SIDE • - A i p' DESIGN F SHEATHING) I ti,"15 is t��1C•�•.Nind pre5.nte5 acing loVrdl L'an6 aa•ab irG•n Y,win nn bbl+arts rr a.c."IJ.to�•;lir.:=a�d.on Rzg7 Z Lalei'al Oracin_q fey ueemr nrq HEIGHT' D SNF. INb �� BRACING THIS SIDE e•I.accor:a•. ooln Secaon R„o2 10 120 NO OCEAN A - ',c..t-�':w_h,ia'I"unrD .I;:pun ratings of Wall-7E.or',Vatl-21 scall he;,crit',t'rd a,a. alL.,.:,1:;n para=C�r,i,h a 2410 span bating PI wood Sidi- I - U �,. CS WS MIN 'X I I.I;a'NET HEnpeR � P�AYpORT, NY 11705 rd!i,i ii•��` o�-:': � s'•,II br nenU teII as an orf,in)'etc,panels'0,111 l 24'.r;;(�an r:l::._I '.:all-t�::�r.:'?I';t;WO�I;11nq 1E n t shall tie usld^5,th ;S° 81tAl.EL+'r1/.ILL LINE studs 5rat n:n:.'a,rc?n.',t,mL es on Centel 1, ' CONT1NUpUSLYTSHITATHED - - STEEL HFl.Dr PROHIBITED E S r U'.,t RAL V17LBCSPACING. 113 -. FAST EN SHF ATHIN,R9 TO HEADERS^ATH 3D PANfLS7ry S B ttI 631-419-6158 COMMON OH GALVANIZED BUN NAILS IN 3'GRID i FASTEN TGP Pi RTE 7,7 PROVIDED CWS: >T -- ME ADfRNTASJSHOWTUO 1RAPPkH iAeLE ( ` H£ADER 1(,L)TWO JDSINC@OPTONLINENET REQUIRED CWS: 2'-8" ACK � IT NEflGE°PANEL `t 801450E 1bi)5'ItK{"bt -- `- - ----- a CCU R ANDCE ,BLc'14L1 NAI:S A7 3'O C.TYP - - - - - - - - - Rh17210 SIh4 ID 601 LI S,DE$OF GPENItJ1'r, F. OPPOSITE,ON OF ISfUFSOF ATTACHED TO ENGINE'E'R OI BWL 2 p COM"ON BI OCKINC - - - - - - - 4 --�BWL2 u1 ` WITIfN 24"OF WAL I. RECORD' C z HEIGHT ONE ROYV i I x x MIN DOUBLE 2.W f eiAMIN',COVLFILD WITH MIN � MIN 71111 WOOD v OF 3.O C.NAILING IS 7115"THICK WOOD STRUCTURAL PANEL REOUIRED Ii,EACH SP43CTUHAL PANEL 11'-3° n SHEATHING WITH 3D COMMON OR GAl VANI7FD SHFATHING NGINEERS BRACED WALL PANELS: - - _ fir✓ BRACED WALL DATA: aDX NAI!S AT J"O Cl IN An TRAMIN<J i$T 1D> PANEL LDL.F DIMENSIONED SHADED WALLS SHOWN - 4'-2° T-r'------ _ BLOCKING,AND$ILL$)TYP ON THIS PLAN INDICATE BRACED WALL PANELS I �� TYPICALPOPIA*, P.C. USED IN CALCULATING MINIMUM BRACED G°----f W < MW IEP.GTHOFPANFLPERTABIERrp21gS FRAKIFCnN.TPUCTION TERAN5 U) - MIN 1211/2'DIAMfTEr'tANr.HDRBOt7s ' .cr - (383 VE I WALLS AS REQUIRED UNDER SECTION 602. IND SPEED: 140 MPH MIN DOUBi_E""A P051 iNSTALLLD PLR It4L)3 1 6 WIl H 2'x2�=311E'PLATE (KING AND JACK STUD). r BUILDER PLEASE NOTE THESE REQUIRE SEISMIC: B i WASHER NUMBrAOrJACK MEMORIAL Hwy . t t ST UDS PER I alar ES .. FULL SHEATHING INSTALLED HORIZONTALLY MEAN ROOF HT: 25 FEET S 4'S (v 8502 511)S(2 i LJITE oonnoonnooa n noon nnonnnnn IN COMPLIANCE WITH R602.10-REFER I TO BRACING METHODS AND NAILING PATTERNS METHOD: CS-WSP UNLESS INDICATED hAUPPAUGE NY 11788 CS-PF WHERE SHOWN ANCHOl2BULTSPLR (631) 969-8535 r SHOWN THIS PAGE OVER CONCRETE OR MASONRY BLOCK FOUNDATION SECT1OrJ 84,31 6 1V - GB WHERE SHOWN 631) 969-8518 (FAX) V7000`iTlti,C7UHAL PJ•NLL (2l FRAtAiN,ANCHUIi% "CS-PF": 1 I1, -i•-f.' NniL 5CLE PLATE APPLIED ACROSS ti WALL TYPE CS P F . : % $HEATFira.TO TOP Gr BAND OnMAYO 2017: '� .1., TO JOIST PER SHLATHWG JO NI WITHA NAI`$OLC ISSUED FOR PERMIT RIM JOIST CAPACITY OF 670 LDS IN PLATE TO,OIST O I '� TO 8692 3i 11 VFRTICAL DIRFCTIOt.; �... ^ 8602 3171 _ THE HORJZC NTAL AND v " PER TABLE M iv , 1 ___._,� REFER TO FRAMING DETAILS THIS PAGE IT S "VOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR Rad JOIST Zo Cr~M MIN 1/2" INTERIOR GYP WALL BOARD A"PR°✓£D BAND t` cD Q(V \\ OR Tri 61 JOUST OVER RAISED WOOD FLOOR_FRAMING ANCHOR OPTION aZ� - ---- -- -- --- - - FASTENED WITH 1 114" SCREWS rWHEN PORTAL$HEATHING DOES NOT LAP OVFn RAND OR RIA JOIST'1 in-Ell 4 ti i- Z - - - - It a WOOD STRUCTURAL U �HLLw Q U Z W U CS-PF EA SIDE 4r PANE!CONTINUOUS TI; NAIL SOLE PI ATC r(' NA JOIST PER ATTACH SHEATHING 70 NAIL SOL r OR FINE JOIST U`/LR aivNp BAND OR RIM JOIST'.AY rel a 0 W Q•I' O OR PoMJU•Sl lAG'LE RG 2.3ri) PI ATE TO JO15T cn W z Q W w ( I OF GARAGE I in - COMMONI PLRTAI,(e O Q -'- ,j / OC TOE'AND E+UItUAr ♦ y .I; RG!:2.371 `�' a, DOORS-SEE D TAIL F ; . N , ED WALL TYPE CS-CWS . 3 NAILSAI3• '- o a o I THIS PAGE CC 't' C0 A W I ! WOOD STRUCTURAL PANEL$Mf ATMING OVER APPROVED BANU Olt nI!d JOIST • APPROVED BAND NO OPENINGS- W OR RIM JOISI NO ANALYSIS ( !I 6 MINIMUM 3/8" SHEATHING OVER RAISED WOOD FLOOR•OVERLAP OPTION ! Z rA[n (WILL N PORTAL SHEATHING LAP,OVER HANp OR RIA7 F30AFU) REQUIRED �' U L)0 SPECIFIED 7/16" MIN SHEATHING FRONT ELEVATION SECTION = Q UU z a ry o_ MIN 8D NAILS 611 OC ALONG EDGES For S1: 1 inch = 25.4 mm, 1 foot= 305 mm, 1 Ib =4.45 N -- - - - - I ! Uz => " j i , ! qW oO MIN 8D NAILS 12 OC FIELD _jIi i i 'I (n � w a it W CL MIN 1/2 INTERIOR GYP WALL BOARD FASTENED WITH 1 1/4" SCREWS CFF _PORTAL FRAMING R602.10.6.4 DO NOT SCALE -- _ CS-PF EA SIDE I III "G1311: 1 n. ---- _---- - WALL 1OF GARAGE -YPE GB ( _ ------ DOOR -SEE DTAIL THIS PAGE _- ---_ - - 1/2"' (OR 5/8") GYP WALL BOARD SECURED .0 C _ _ BOTH SIDES OF WALL - MIN FASTENER TABLE R602.10.3(1j-Contint.Ied BRACING REQUIREMENTS BASED ON WIND SPEED m II . , - - BWL 1 - io --- - ---- ------------ --- --- - --- - - - i �I �� I `],... I � SPACING TO BE 7" OC AT EDGES AND • EXPOSURE CATEGORY B � °, -- - - - -- - - -- n " :'- j ! IN FIELD AS PER 8602.1 O.4 -30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS _ __ _ __ _--- P HOLDDOWN READ ------ --- -- ---------------- - ------------ ----- -- - -- --- -- - - - -- - -� o\tio - REQUIRED ALONG EACH BRACED WALL LINE i THIS CORNER---- - -- -- --- --- -- --- -- -- -- - --- ---- - - - - ---- -- Methods •10 FOOT WALL HEIGHT •2 BRACED WALL LINES --2_b"- - 4'-11 - - -----b-6"------ ----5._0,.- 2,_8., ----=--.10,_2.. -- --- 1• - 1'-1"----- - -4'-11 1- r • r- - - - - - - - - - - - - - - - - - - - - - - - - - - - ''.. II r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- fr, ! I I 50UTHPORT I IDE-SIGN ELECTRICAL: ELECTRICAL — DATA — AUDIO LEGEND 120 NO OCEAN AVE P)AYPORT. NY 11705 SYMBOL DESCRIPTION 631-419-6158 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH SpSING@OPTONLINENET AUTOMATIC; ! I I ( I CHAPTER VIII OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. PHOTOVOLTAIC; ENGINEER OF LIGHT—t- -J - t I 2.ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIAN RECORD — — — L J FIXI CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE Ceiling Fan PROJECT. IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO R & W ENGINEERSSUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK E LA E TUPI \ / � I I PERFORMED DURING THIS PROJECT. Ventilation Fans: Ceiling Mounted, Wall Mounted— / 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE 1383 VETERANS —, LIGHT` LIGHT LIGHT Ceiling Mounted Light Fixtures: Surface/Pendant, L — — — — — — — -- - _ _ I I MANNER OBSERVING ALL PROPER PRACTICE AND CODE D g MEMORIAL HWY REQUIREMENTS. IF UNSAFE CONDITIONS OR CONNECTIONS Recessed, Heat Lamp, Low Voltage 4,5 ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE SUITE BASEMENT \ Wall Mounted Light Fixtures: Flush Mounted, I I B I I — — — I I OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK Wall Sconce MAUPPAUGE NY 11788 I I I I HM _ I I BEING PERFORMED. (631) 969-8535 Ei I-E---T J L— — — I I I 4. ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED Chandelier Light Fixture 631 969-8518 Axl — — — — — — — — — — —I I I I LIGHT FIXTURE PER ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTURE.SWITCH STYLES. Fluorescent I Light Fixture' I I g MAY 4,2017: 5 f—J I 5. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO ISSUED FOR PERMIT ro TOP I I I I F —� WEATHER SHALL BE WEATHERPROOF STYLE SUITABLE FOR AFCARC-FAULT PROTECTED CIRCUIT THAT USE. /—OF STAIR5 -- '� I I 6. SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE wP�GFc 110V Receptacles: Duplex, Weather Proof, GFCI OF SWITCH. II I UTIL UTIL LIGHT LIGHT I WP 3 4 o I I I I 7. OUTLETS SHALL BE 12°ABOVE FF TO BOTTOM OF BOX. � $ Switches: Single Pole, Weather Proof, 3-Way, 4-Way — I UP I I 8. WHERE COUNTERTOPS ARE PRESENT THE BOTTOM OF ANY DM T I I I GARAGE T I I OUTLET BOX SHALL BE 5"ABOVE THE FINISHED COUNTER $ $ Switches: Dimmer, Timer I I I I HEIGHT. AV Control I A$ Audio Video: Control Panel, Switch I I I I ( 9. BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED. I I I L - - - - - - - r 10.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE sa s Speakers: Ceiling Mounted, Wall Mounted HOUSE ELECTRICAL SYSTEM. ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE. - c5 cerry '„ CATS + TV, TV/Cable 5 Wall Jacks: CATS, 11.A PERMANENT CO2 DETECTOR SHALL BE INSTALLED ON ALL g L — — — — — — — — — — — — — — — — —J L_ _ —t FLOORS CONTAINING LIVING SPACE. THIS DETECTOR SHALL BE 5 INSTALLED IN COMPLIANCE WITH NYS CODE SECTION R314 AND _V_ Telephone Jack - - - - - - - - - - - R315. — 12. GROUND-FAULT AND ARC-FAULT CIRCUIT PROTECTION Intercom MUST BE PROVIDED AS PER NYS CODE SECTION E3902. T Thermostat ELG GELLAR ELEGT_RIGRL PLAN_ 13. OWNER, GC AND ELECTRICIAN SHALL MAKE ALL FINAL SGAJ.E:3I16"=,-o" FIXTURE, OUTLET AND SWITCH DECISIONS. THIS PLAN 4 Door Chime, Door Bell Button IS FOR REFERENCE ONLY. ® W So9DSmoke Detectors: Ceiling "Mounted, Wall Mounted cV O EP Electrical Breaker Panel Q o w w in in �Tavpz_ —' T . . __ _._- OU- �i a I I I Family - BEDROOM BEDROOM GFCI �• ,)-- j I Kitchen --- I SHWR —� _ - 00000 I FBATH 1 Kv swo l Master Bath CL\ h Hall ,/ ! z Hall ,- - - -- Q R \ , LU estor'L GHT i W —1 e I GUEST BR f (� UP l _ _ i r T05WITGH I —ON i DN—{- DOWNSTAIRS Bath ; TO CELLAR 1 -. .,.__ — — _ L'GHTS T i I 0 Open Below Z IT � 1 7 Laundry - - I --- ----- �ij jl ; l t: /I 7 tr Ent i - - - - - � ry ITT / \ - - - - - T02ND FL / I \� l i i .. I HALL LIGHTS Garage UP ! ill j j j / R \ I TO 5NITGH I Master B rm l I I I I DOWNSTAIRS I I pF NEtti TocHAND I I i I w 4EE O — I ,DECK � L�... It Pkv 'A� I I 1 � II Closet W * � N Q � I 9 _ I ss� -- ------- - PORCH --- -- -- ` RELEASE DATE: --- ------- - --- — - ---------- ----- _ __-_______-- —_- 6/5/2017 -- ---------------- EL1 15T FL ELECTRICAL PLAN CE2 2ND_FL_E-L--E-GTRICAL PLAN SCALE:3116"=1'-0" 5GALE:311 b"=1'-0" SHEET.: C E- 1