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HomeMy WebLinkAbout47454-Z ��o�g��FOlkCpy Town of Southold 11/2/2022 P.O.Box 1179 N 53095 Main Rd 4�0 aQ� { Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43549 Date: 11/2/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3200 Bay Shore Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-38.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2021 pursuant to which Building Permit No. 47454 dated 2/15/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front porch,rear stoop and attached garage as applied for. The certificate is issued to 3200 Bay LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0181 11/2/2022 ELECTRICAL CERTIFICATE NO. 22-84936 9/16/2022 PLUMBERS CERTIFICATION DATED 11/2/2022 FR Rupp th i ed Signature sufFill TOWN OF SOUTHOLD ao�° Cody BUILDING DEPARTMENT y 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#: 47454 Date: 2/15/2022 Permission is hereby granted to: Basilice DM Rev Trust 52 Monterrey Dr Saint James, NY 11780 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval. *Must maintain minimum 35 foot front yard setback. At premises located at: 3200 Bay Shore Rd., Greenport SCTM #473889 Sec/Block/Lot# 53.-6-38.1 Pursuant to application dated 12/2/2021 and approved by the Building Inspector. To expire on 8/17/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,479.20 CO-NEW DWELLING $50.00 Total: $1,529.20 Building Inspector Certificate of Compliance ................................................................................................................................................................................................ CERTIFIED.ELECTRICAL INSPECTIONS, INC. , :188 PARK-AVENUE AMITYVILLE, NY 11701 P:...(631..)..598-56.'1 0 -- .......................... ....I................................................................. CERTIFIES THAT Upon the application of Upon.premises owned by Neubauer Electric LLC- WH Crumb LLC. , 407B Lexington Avenue. 3200 Bay Shore Road West Babylon, NY 11704 Greenport,.NY 11944 Located at: 3200 Bay Shore Road, Greenport, NY 1.1944 Application Number#: 22-84936 Certificate#: 22-84936 Electrical License#::3867-ME. 'Section: :r3867-ME- -Section: 53, Block: 6 Lot: 38.'1 Building Permit#: 47454 47578 Described as a Residential occupancy, wherein the-premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Swimming Pool A visual inspection of the premises electrical system,-limited to electrical devices and wiring to the extent detailed herein, was s conducted in accordance with the requirements of the applicable code/or standard promulgated lojr'-the State of New York, Department,of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 16th day ofSeptember2022 -Name QTY LV Lighting Transformer- 15/2 Amp, 120/12 V 1 Swimming Pool Bonding 1 Paddle Fan - 15 Amp, 120V 3 'Pump Motor-20 Amp, 220V GFCI Protected Receptacle'- 15 Amp, 120 V 1 - Dryer Circuit-30,Amp, 220V 1 Furnace/Motor(3) Circuit-20 Amp; 120V I Duplex Receptacle-15 Amp, 120V 56 Electrical Inspector: Anthony.Giordano VdCAL, AtlJq %APPR0VE-D0'! '%................ P 2 2022 is certificate,is'not valid unless raised seal is present. ..................... T Certificate of Compliance, _............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 ..............................................................P: 631.) 598-561.0...............................:............. CERTIFIES THAT Upon the application of Upon premises owned by Neubauer'Electric LLC WH Crumb LLC. 4078 Lexington Avenue 3200 Bay Shore Road West Babylon, NY-11704 Greenport, NY 11944 ' . Located at: 3200 Bay Shore Road,, Greenport, NY 11944 Application Number#_ 22-84936 Certificate#: 22-84936' Electrical License M. 3867-ME Section: 53 Block: 6 Lot: 38.1 Building Permit#: 47454/47578 Name QTY ARC-Fault- 15 Amp,,_,120V 7 ARC-Fault-20 Amp, 120V 3 i Chlorinator 20 Amp, 120V 1 Combo Smoke &Carbon Detector- 15 Amp, 120V 3 Exhaust Fan - 15 Amp, 120V 1 Exhaust Hood -20 Amp, 120V 1 GFCI CircuitBreaker,-20 Amp,. 120V, 1 GFI Circuit Breaker-20 Amp, 220V 1 GFI Receptacle- 15,Amp, 120 V 4 Heat Pump-50 Amp, 240V 1 LED Fixture Outlet- 15 Amp, 120V 6 Electrical Inspector": Anthony Giordano < ................... APPROVED;o r ............. . °"nunnuma�°�" This certificate is not valid unless raised seal is present. II A r r +Ifi !fes SIP 2 3 2022 .m Tay.: u. .. -'Certifi6ate of Compliance .............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS,'INC. 188 PARK AVENUE AMITYVILLE,,NY 11701 P: (631) 598-5610 ............................................................................................................ .......................................................... CERTIFIES THAT -Upon the application of Upon premises owned by Neubauer Electric LLC WH Crumb LLC. 407B Lexington Avenue 3200 Bay-Shore Road West Babylon, NY 11704 Greenport, NY 11944. Located 6t:':M0 Bay Shore Road, Greenport, NY 111944 - Application Number#: 22-84936' Certificate#: 22-84936 Electrical License'#: 3867-ME Section: 53 Block: 6,' Lot: 38.1 Building Permit#: 47454 47578 'Name QTY LV Pool Fixture- 12 V 1 Meter.-2,00 Amp', 240V Pool Panel -60 Amp, 240V, 8 Circuit 1 Pool Receptacle-20 Amp, 240V I Pool Switch - 15 Amp,•120V 1 Power Panel 200 Amp, 240V- 1 Recessed Hi-hat Fixture-15 Amp, 120V 34 TOWN ,',,Ul Service Disconnect-200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4� SWitcli- 15 Amp,,l 20V 42 Electrical inspector: Anthony Giordano �VdCAL ............ Y 'EDIU This certificate is not valid unless raised seal is present. i n �JJJJJJJJh ttp ��pF SOfiTyo To,,,n ITall Am= .K, Telephone(631)765-1302 54375 Aloin Road 01 ,�° � Fax(631)765-9502 P.O.Box 1179 S �O 3miaro1d,NY 11971-0959 BUILDINGDEPARTMENT TOWN OF SOUTHOLD 6 CERTIFICATION Date: Building Permit No. y(o�(n s Owner. C f/1J� t tj, Lt[ (Please print) Plumber: CLI t (Please print) certify that the solder used in the water supply system contains less than 2/10 of 1% ; ., lea a-ffio%�, c (P u be Sign ) a �P, a e Sworn to before me this RK.-�� day of w �; }Y, / ,I ,��(i ;'' 77 Notary Public, LLLC c J CounL h, 0 2 2022 i { ` hL .. Dios AodrielloTt� ILD^ NMYMUC,STAN0F NEW YoW 9 o S.Ill'J, Rq*,ioa No.01AN63645S/ Qoili6�d io NuuuCaanry Cummisrirm Etpue IUI9II013 ' 'P �o�aOF SOUTyo6 � # # 1 - N , TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [� UNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �j DATE �' INSPECTOR OE SOUTHp� - # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Tkcd Nfoo' A IA 7�' el DATE INSPECTOR OF SO(/T,��� # TOWN OF SOUTHOLD BUILDING DEPT. io 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/C [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: }Af trite '� l t1 •!�. A. dw� )A-lellol,�T Ago Pn44 DATE4A/70VI� INSPECTOR OF SOGTyOlo Lr # # TOWN[ O✓F OUTHOLD BUILD NG DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � d S¢-�^ �-L40-V J DATE h ZZ INSPECTOR 4�5�- 4q } # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL P [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 4 I+IEI;D:INSPETIONr' "i T=: TJ►' T RE P G x >: FOUNDATI10 (M)` C FOUNDATiO1V(2ND). VM1t`:: LeZ. i ROUGH• H E:: RA1YIIlVG'' . y U1VIB� :G• - IN. c •:�.. ,+. yYi:('Sb%f��i:'r lihVs.-?:�G;•'r.'.;;': - - 8 R :INSUTATIQNpN7 STATEEN RCQE.•: - y Fllv'AL ,. - 0 z o. Inc loo rn a .. t. W O Cr1 j ]. J ,�"asufFot,�c TOWN OF SOUTHOLD—BUILDING DEPARTMENT g; Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 httns://www southoldtowngy gov APPLICATION FOR BUILDING PERMIT Date Received For Office Use Only PERMIT NO. Building Inspector. DEC - 2 2021 Application'sand"forms mustbe filled out in theirentiiety.Incomplete'" BUILDING D applications will not be accepted,'Whereahe•Applicant.is not the`owner,an TOWN OF SOUEpT THOLD Ofrvner'sAuthoriiation form(Page 2j shall.be completed.; Date:11/18/2021 OWNERS)-OF PROPERTY:: Nafne:Christo her Neimeth SCTM# 1000- - 53.-6-38.1 Project Address: ,►,?��� yl �4T�►�" .�O ,P�'. �y � ��97 y . Phone#:9177143455 Imail:chrisneimeth@amaii.com Mailing Address:1230 Watersedqe Way Southold NY 11971 CONTACT.PERSOW,' Name:Paul Dave Mailing Address:1365 Watersed a WaSouthold NY .11971. Phone#:516-204-2222 Email:sli 087 :'DESIGN:PROFESSIONAL INF.ORMATION;, Name: Emmanuel Tenad Mailing Address: 1257 Udall Rd. Bay Shore, NY 11706 US Phone#: 631-888-7318 Email: jmeyer@jamdS.com CONTRACTOR,INFORMATION: Name: Sligo" Construction Mai ing A ress: 1365 Watersedqe Way, Southold NY 11971 Phone#:516-204-2222 Email:sligo87@gmail.com. DESCRIPTION OF PROPOSED CONSTRUCTION" ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:_" ' ❑Other $$400,000 Will the lot be re-graded? ❑Yes @R No Will excess fill be removed from premises? ❑Yes ®No i 1 'l PROPERTY INFORMATION< Existing use of property: Intended use of proert : Residential vacant lot 1 pySin le family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. Check B6x Af ter ReadiAg the owner/contractor/design professional l;`responsible for ali drainage and'$tortn`water issues as `r .- -..r,-, .,. . - P ovlded by r, t hapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Budding Department for the iswance of a Building Permit pursuant to the Building Zone I. Ordina`nce`of the Town'of Southold,Suffolk,County,New'York and other applicabie Laws,Ordinances or Regulations;fordhe construction of buildings, . additions,ralteradons odor rernovat or demolrtiotias,hereindescribed:The applicant agrees tocomply with all applicable laws,ordinances,building code,. housing codeiand regulations and to admit authorized inspectors on pre n es and in buililmg(s)foo.necessary inspection;.False statements made"heretmare P, - rk State Penal Law. punishable as a Crass A misdemeanor ursuant to section 210 45 of the New Yo _ t R Application Submitted By(pri me): a avey Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF `9 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C-) .e - (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2. day of 20 7..( UN tary Public �a��ZpTEpr�i� Dawn Johnson PROPERTY OWNER AUTHORIZATION 5...........,. :' Notary Public,State of New�'rk S _- . *' PUBLIC -=No 01306349053 (Where the applicant is not the owner) .,��,�P".'Qua'lied in Suffolk-County 2 commission Expires 10/11/2 `f I, Christopher Neimeth_residing at_1230 Watersedge Way, Southold, NY do hereby authorizePaul Davey. Sligo Constrto Applton my alf to the Town of Southold Building Department for approval as described herein. 12/01 /2021 Owner's Signature Date Christopher.Neimeth Print Owner's Name 2 S�ristdia,�beti�rfnz�a�f�On€�li�ifiutt ��'��� c!fit i1�tiC'921t c nUt.t3�e , -/fi{''t���"R't.tl `� yip �j _ Y�''•. (PriZL m p:aP 'owricr srxi c). Ll ��at (iktail[ti�f5 � , ` .: .- do ficteby (Allri:) Spuih Id-BuildtngiJepatunca • IncrS'w?a���yyyd�t�tyi: YM k(Da Yi i"41t 4'�t �s .. h a, z; ,;ttr�.''{< •4��' a,' t i� 444} '�p"�''` J'r `"'''�t ar - �!&.`,'��'������ - �,, i l;.�.7°ts`. ;P .{.., �k�' ej4 s� �,nk�:i52. Ta,�ra�„rrJ,Ni ✓�fi} 1 �:';.,, - c .T T Telephone(681)765.1842. 1179 t�1 7 .6! . L4714969 BURDING DEF . I£ENr TOWN Off'SOVTHOLID APPLL(aTIOL4 R ELECTRICAL INSPC i°ION "Y: BovwelrDate: Ed ame: � be U �� ��►'!� � � Name: : �? ` Ls v 3! b. ` 7 7 JOITE INFORMATION: (1ndicates required ire€o tion) 6i „shone No.: k,, 51zZ� Permft No.: Tax-Map DISWCt 1000 Secdow Block: *BRIEF DES i wo (plewe Mint C � ) fk,;l�.>, J� 7j- tpkwe ChVie Aff TbAt Apft) *19 job ready for \tJ i YES 1 NO soh On Final i `lDG,YDU a T p CeeMcate: ,, )P,>- IOU ISO200/ 00 350 400 Offm Service: iia Change of ace ,�+dd i I t 11: 'QIUJE WITH PLl c.- 82 Ft n T07m HaH Anne Tdcphouc(631)765-1802 9W5 Main Road 1173 P.O.fax UYClit tt}� �,1Y 11971.095'0 �'� BUSING DEPARTMENT TOWN()F;SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION [Narn a�UESTED BY- Date: Date: S zZ x ra Name: e: Ucense No.. 3g 6 ? F Lftone No.-, 1)-7 0 JOBSITE INFORMATION: (*Indicates required information) *Name: V� H ` rUmb LLC !' i *Cross Street �{�,t�11 n I t/,� �*Pho -- —�-- ne .. ZZZ7, a Permit Pio.: ----------- Tax-Map District 9O00 Section. Lot: -:3 S") *8FUtF DESCRIP11ON OF WOPW(Pleas® Print aea (Plime CIM9 Alf That Apply) *Is Job ready for on: YES/ NO Rough trl Final Vo,you need a Tern cater NO i T W I � ��neetdj i s Miase 7Oo 050 2;)0. 'X00 350 . 400 C3ffw . `'Nc sake: Re-wnnect Underground Number a l !et1 rs,,Ghange of Service �eqd Addiffeml lntbrmaWn: PAYMENT DUE VffH ApPLICA-nON � !�CJ G i OCIV iar kmp"am Farm �'� t'-� 3 1 a Y. _a PERMIT # Switches G� Outlets GFI'sJ�1 1 11 r I Surfac tt 1 Sconces) H H's uc Lt5 S 1 Fans I Fridge HW Exhaust f I Oven Yr W/D Smokes �1 DW Mini Carbon Micro Generator Combo lO Cooktop Transfer AC AH Hood 1 Service Amps Have Used Special_ '�O�/4 ��SCGII/lCz� Comments Neubauer Electric,LLC Npubauer° 407 B Lexington Ave I West Babylon,NY 11704 V\electric T631.587.3751 F 631-321.0873 neubauerelectric(a)gmail.com WH CRUMB LLC 3200 Bay Shore Road, Greenport NY 11944 -SEC 53 BLK 6 LOT 38.1 PERMIT 47464 -NEW HOME WITH!I!G�S l [i�J�IG�PO 1, tf 4� Access via: 0c 200 Ampere Service Install meter with 200 Amp disconnect/breaker Run 200 Ampere feeder from meter/main through crawl space and into garage Install 200 Ampere Panel box in garage on wall common with coat closet 2 zone oil-fired heating system with indirect hot water heater 2 zone central air conditioning system GFI Receptacle washer sep 20 Amp circuit Receptacle elec dryer sep 30 Amp circuit Receptacle for refrigerator Dishwasher sep 15 Amp circuit Receptacle gas range sep 15 Amp circuit Receptacle microwave sep 20 Amp Exhaust hood sep 15 Amp circuit. GFI Receptacle at panel box Door chime system 56 - Decorator Receptacles 4- GFI Receptacles 3-Weather-proof Receptacles 2- Garage door opener Receptacles 1 -Sprinkler Receptacle 1 - Island Receptacle 42- Decorator.Switches 8- Decorator 3-way Switches 1 - Decorator 4-way Switch 7 - UC LED Puck lights 1 - remote driver 34- Recessed fixtures, 4", LED 3 - Recessed fixtures, 4", LED I - Disc Light, LED, 6" 2- Island fixture locations 1 - Ceiling fixture I - Mushroom type LED fixture 1 - Globe type LED fixture 4- Coiling fans 4-Vanity fixtures 6- Exterior fixtures 9- Porcelain fixtures, LED bath fans: 1 Nutone 50 CFM/2- Nutone Vent/Light comb/I - EnergyStar 150 CFM 1 - Programmable Timer for energy star fan (hall bath) 4-Smoke detectors 2 - Smoke/Carbon monoxide combos 7 - 15 Ampere Arc Fault circuits I -20 Ampere Garage circuit 3-20 Ampere Arc Fault &General Circuits : . Town Hall Annex Telephone(631)765-1802 +� 54375 Main Road Fix(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD September 17,2021 To: Christopher Neimeth(Basilice DM Revocable-Trust) 1230 Watersedge Way Southold,NY 11971 RE: SCTM#53.-6=38.1—Basilice,determination of merger request Mr.Neimeth: Based on the application, deed;and-single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. Based on the Zoning Board of Appeal's approval(Appeal No, 1959),the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at(03 1) 765-1802: Respectfully Yours, :AM440a Nunemaker,Plans Examiner CERTIFIED TO:VINCENT P.BASILICE FUR . �• LOTS �3 , 3 �tOF R F LOT 134 '3 P OF JOB NO.:2017-262PECONI BAY ESTATES MAP NO.: 1124 .. FILED:M.'r,Y 19, 1933 -- REVI SION5. �z' /► q TQW1v OF SO- SUFFOLK COUNTY,NEW YORK n'T- :Y .,,; _ �: S C_T.M DIST. 1000 SEC.53 BLK. 06 LOT 38:1 r f r 15 8 ,]5 30 45 60 71 ATE: E7EMB 122 2 97 135 3 SCALE. 1 -30 `:•�z,�vim'` t7•3ti�'� �b�� , -- SUFFOLK COONTYDEPARTMENTOFHEAtTHSERVICES ~�1 � OFFICE RESIDE aW S N DSTER S--FIGURE E6 ALTERNATEA-CLEAN OUrmAl IVED LICENSE NO.:050363 G .t 2097 END FW OR -StAEORCOVER � l:NpP�uc /' SUITABLE COVER HANDS ON SURVEYING _ 26'SILVER BROOK DRIVE N ` '0�''=_ TE E l _I FLANDERS, NEW YORK � 'WA Ali— f — SEWERPIPE TEL ffi31)-369-8312-FAX(631)-369-8313 MARTIN D_HAND L.S s ELBOWS COPIES OF THIS SURVEY MAP,,EITHER PAPER OR ELECTRONIC,NOT BEARING THELAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD COPY AND SHALL NOT BE USED FOR ANY PURPOSE LOT AREA:15,625 SQ_FT 0.359 ACRE ELEVATIONS HERE ON REFER TO NAVD 1988 4 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS TEST HOLE DATA PIPES COVE APPROXIMATELY 200'EASTEL:8:5'tl- cn• c �SANDYLOAU ALL PROPERTIES WITHIN 150 ARE IMPROVED& SERVICED BY PUBLIC WATER c.- WiGRaVEL UNLESS OTHERWISE NOTED 00-ti s\ (s�r� NO PROPOSED NATURAL OR L_P_GAS SERVICES s0',�pp �' �, l_a' �(1 5 00 aoo p SANDY SILT �AG �ZppUp w y W/GRAVEL (SM) L0� IEw to o ? g a / '. �� MIXED SAND '6.1 �9a / .4. \ A W/GRA VEL y1NOQp � GAi• �' i 'i'J tt1�5 15p) �pQr" -.`' �k WATER IN H.EGW,2.0' :,/� MIXED SAND 66 o �� �¢� =a�Ro i-' '�� WI GRAVEL 3I E 00C7aem (SP) -14.0' a:Z 00 '�' "�'\ S yG� r� 1iii�� Nw t ` TEST HOLE BORING BY SHAWN M.BARRON,M.S. ` a 911812017 � fiii/' J !•S�: ) - SOT �,�p'�� r v o - - � � -�,. 225 O�p,7lraU a•!• ksfryy�J ytNE . ? 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PRWAST COMPONEMS) SEDIMENT ON SITE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAY SAL r mu xx ww.mrnr rum OR / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SILT FENCING' ,rtimeuwaxwe aaG a"`rrwY¢ao. Aw+u�aunaesc SINGLE FAMILY RESIDENCE ONLY ruvm r/r/e• IgmQ0QQ g _ - Q0 013 _z DATE 10/30/17 H.S. REF.N0. RIO-17-0181 APPROVEDg �. a p /a �4� �---�� FOR MAXIMUM OF 4 BEDROOMS a- ^. .t��• EXPIRES THREE YEARS FROM DATE OF APPROVAL i .CONSTRUCTION ENTRANCE-- FOUNDATION OF COMPACTED "i 3/4`STONE BLEND OR N.Y.STATE fl.O7 APPROVED RCA X WN. -- g` FILL TO 18'(Minj ABOVE EXISTING GRADE FOR DRAINAGE. Revised Plan Approved 1/25/22 COLLAR swc Fxi uot�a To Expires 101=2e TYPICAL s><T DRAINAGE CALCULATIONS. SCREEN SECTION GEOTEXMI FABRIC A) OWELUNG FOOTPRINr=1;892 So.Fr.- EXCAVATION INSPECTION REQUIRED 81&92 4.Q�3 �35�QROyIDW FOR SANITARY SYSTEM FLOW MRECn0N 9) ORIVMAY T,4T5 SOYT. BY HEALTH DEPARTMENT 4V- 1 4PFa ofIIc1.66=23W TM ANZ ` 1t{ X S'D1 x 6"PEEP 06?rIYEt1 a 200-PROVIOFU_ Z i emmnc cRouwn 3 c a PPOPOSED } STAGING AREA p AN£ RA4CES[RUCTION I N 66009'00".E VOL, i EL 94 CONCRErS WAW our AR9F � €tom(:a rJ• 'M SMOF PROPOSED.,DffioVAY;i, fSM q. DY UMM �' P'L maTIEOw EIEEP a — — 2t5'±DRY WELL — W/GRAVEL 8'0*4 D� st n —1.4' w _ a t SANDY SILTf- o W/GRAVEE LOT 132 a Imo"`•{ : rn Cul t-m `EXP: �• 'v i CE MIXED SSD iLtR W. £L 8. W/GRAVEL. EL(9.3) ":;;. i f.0' IOYAN LG. L.G. o 1 SP WATER IN RtGHEST D(PEGTEf1 - MIXED SANDI GROUND (NATER EL Z,0 :i 'c:; :i:: :�x S.T. •�' � t SP W/GRAVEL ;�:.r:;i::::PROPdSED i=i'•ir u-:•:;: 2 STORY:::::m >I. `r ' DWELLING n 4 B SOY 5T5D SEPT. M. 2017 o LOT 133 :'_=: -'_4 B>ORDDIA:_: } SHAWN: M.. BARRON, M.S_ ,;� ;= (6)z o�tFaGr cKtE1� OR 0 P/0 LOT 134 I 7YEL 9.2 - - - - - EL 8.5 WCAL CLEAN OUT )Vl SLATE OR STOPPER END S-66-009OO"W 1-Z�'••f3lk SUITABLE COVER cc OR PLUG s- ca I — P10 LOT i3"4' z 3 0 `a- 3D' ELBOW C, p- SO* WYE III ISLM V1EW LANE FLQICI' FF=11 5 USE 4' DIA_ APPROVED SEWER PIPE P . 9 3) LOCKING CI COVERS TO GRADE LOCKING Cl COVERS TO GRADE FEB 1 4 2022 y £ 8.3} E1_8.5 X8.5) T/4=FT EL 733 733. 3 COLLAR BUILDING DEPT �; i fV(8 7.5 CLEA4 TOWN OF SOUTHOLD ltU.II'T.58)'INV(T25) rr 1.t�8= COARSE SEPTIC TANK IN S.67)8.5 x4.75' LEACH GALLS $.5x4.75' LEACH GALLEY SAND & On 1,250 GAL e, 2' DEEP 2' DEEP GRAVEL FLOW MIN. BAFFLE ) EL(7-42) USE 4"DIA APPROVED SEWER'PIPE z HIGHEST GROUNDWATER EL=2.0 THE WATER SUPPLY, L.S; DRYI±WELLS ANU CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA7701VS AND OR DATA OB'TAINE&FROM OTHERS- AREA: THERSAREA: 15,625.00 SQ.FI'. or 0.36 ACRES ELEVATION DATUM- NAVD88__�_—_�_�_� UNAUTHORIZED ALTERATION OR A00177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF 77-IE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP' MOT BEARING THE LAND SURVEYORS EMBOSSM sEA€. SHAT£ MCI-BE CONSMERED T19 BE A• VALID .TRUE COPY. GUARAIsIT£ES'DMICATED HEREON S#fALL. RUN' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED' AND ON HIS BEHALF TC THE 777LE° COMPANY, GOVERNMENTAL AGENCY AND LENDING INST[RI770N 4tS7FU HEREON, ANO TO THE ASSIGNEES OF THE"LENgLNG INS777117701, GUARA'N'TFES ARE NOT TRANSFERABLE: THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO T14E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE MEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL S7RUC771RES OR AND 07HER IMPROVEMEN73. EASEMENTS AND/OR SUBSURFACE STRUe7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIOENT'ON THE PREMISES AT THE 77ME OF SURVEY sulz.uEY O>= LOT 132,133. & P/0 LOT 734 CER TjFtEf) To. SLIGO CONSTRUCTO'tt1;. �OFN MAP oF: AMENDED MAP A of PECONIC BAY ESTATES , 0 FILED: #7 124- SITUATED AT-ARSHAMOMAQUE # Y TOWN OF:SOUTH©LD �► cv KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK AS asosa2 Q� Professional Land Surveying and Design D P.O. Box 153 Agnebogue, New York 11931 �' FILE #2 d71 SCALE:, 2== C1' TE.OCT. 22, 2027 PHaNg (m)2ga—m FAX (031) 288:-15.88 N Y . L1;5 1V0: 050852, raetnUiutng tt>.e record&of Rahert 1, Hemessg&XeIme h-H.1I<oychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.1 #R 10-17-0181 TYPIM DRYWEL.CROSS SECTION 6o'MIN. (CONC. PRECAST COMPONENTS) SEDIMENT ON SITE r",m Nam_ ro swim r EM FM "i1O MUM HAY BAIL AND/OR AFMWVM NO`ff mew,m aa` AM APPP10 M OVnEr F "SILT FENCING MK ernarn,nrn• N 0 o w • CD• .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED W :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 3om� 8' FlLL 70 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. BAIL FILL MATERIAL TO BE CLEAN SAND AND GRAVFl TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION " GEOTEx11LE FABRIC A) DWELLING FOOTPRINT 1,892 SQ.Fr. SUPPORT POSTS 1,892 x 0.166-314Cf REQUIRED WOOD OR METAL (2) STIA x 4' DEEP ORYWELL=354cf PROVIDED FLOW DIRECTION B) DRIVEWAY-1,415 SQ.Fr. cc 1,415 x 0.168= 235cf EXCAVATED AND (1)8'DIA X 6' DEEP DRYWELL— 265cf PROWDED BACMLL D TRENCH �, 3 EXISTING GROUND U CL J r z " LOT 131 3 SROPOSED T GANG AREA AND CONSTRUCTION �uENTRANCE N 66°09'00"E 125.00' i EL 9.5 EL 9.4 CONCRETE WASH OUT AREA ELEV. 8.5 IN BED OF PROPOSED DRIVEWAY. \ / DRY WELL SM DY LOAM z Dom,WELL �'a 8'DIAx6'DEEP � 215t— � W/GRAVEL N 8'DIAx4'DEEP SM W GRAVEL —1 4 f � LOT 132 � & EXP. EXP. i I I O / o 6.1' C ;:;::;:;:22.7':;:;:•:' LG. EXP. Ln o MIXED SAND I G CELLAR ENr. '" W W/GRAVEL ! EL(9.3) r.;;:':':'::: :'• EL 8. o t3 I to a SP I — — GARAGE;:;1:R' 1o'bIN L.G. L.G. z 3 43.5' ^ •:•:•..,.,..•..•.•.,..1.•..•..... I:.................� L.G. L.G. r� � 5.5';:�,: :•;::;:�:';:';':1:;:;::::;:;::;:;;•'•'�' x hhe�yy —8.0 EL 0.5' ::;::>;' ;' 'r;•s.s' L.G. m WATER IN HIGHEST EXPECTED ''''''''''''''''' SP MIXED SAND GROUND WATER EL 2.0 ?`:' :':': : `'` `':::::': �= S.T. W/GRAVEL00 Fly ,c• 2 STORY m :o �V D ro 14' LOT 133 a OwEWNG a 4 BEDROOM SANITARY SYSTEM ; SEPT. 18, 2017 O 4 BEDROOM:;:;;:;: :0 1250 GAL ST. SHAWN M. BARRON, M.S. ';':;:.:''::FEi(11.5):;: 3 (6)Y W IFiALM OALLM I I ,,.,.•...•.••32.5'::::�:�:�:�:�:� PROP. WATER UNE _ _ - - In .._ EL(9.3) - - EL(9.3) o o_ o / P0 LOT 134 � AA o_ ni TYPICAL CLEAN OUT EL 9.2 EL 8.5 SLATE OR S 66009'00"W 125.00' v SUITABLE COVE OR STOPPLUPER END I P/0 LOT 134 Z o 30• ELBOW 3o j Z)WYE 3 ISLAND VIEW LANE FLOW-4— FF=11.5 USE 4" DIA. APPROVED SEWER PIPE (9.3) LOCKING CI COVERS TO GRADE LOCKING CI COVERS TO GRADE EL(8.9) EL 8.5 EL(8.5) 1/4"-FT. EL 7.33 EL 7.33 3' COLLAR INV(6.75) CLEAN INV 7.58) INV(7.25) 1/8 -FT. COARSE SEPTIC TANK INV(6.67)8.5'x4.75' LEACH GALLEY 8.5'x4.75' LEACH GALLEY SAND & m 1,250 GAL 81 2' DEEP 2' DEEP GRAVEL FLAW MIN. BAFFLE EL(2.42) ro EL(5.0) EL(5.0) USE 4" DIA. APPROVED SEWER PIPE z HIGHEST GROUNDWATER EL=2.0 THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVA77ON DATUM: NAVD88_—__—_____�_ UNAUTHORIZED ALTERA77ON OR ADD177ON TO 7H/S SURVEY IS A WOLARON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF. LOT 132,133 & P/0 LOT 134 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES FILED: #1124 SITUATED AT:ARSHAMOMAQUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r � P.O. Bog 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #221-178 SCALE: 1 "=30' DATE:OCT. 22, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk q-7Lf5 '-f S.C.T.M. NO. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.1 �^ #R 10-17-01815D'MIN. ® TYPICAL DRYWELL CROSS SECTION (CONC.PRECAST COIMPONFM!S„1 SEDIMENT ON.SITE K ��.F.� APR 7 2022 ''um RM"MR1 mm HAY BAIL AND/OR"'�° 1D e,"m.'a� �ark wn "`m"'°'s°°""E',®,m SILT FENCING i DD "'°.nv°'ir R�'``+�'E�"n w• ESVtLi)lNta ✓cr I. ®p p p p TOWN OF SOUTHOLD =1 13 a a' ?C, mac+ •' Z �G N p • ' w' oCONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED w 3/4'STONE BLEND OR N.Y. SPATE D.O.T. APPROVED R.C.A.a'taN. 8' ]..FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. coww ItACK F,u MATERIAL To BE CLEAN SAND AND GRAVEL TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION GEOTEXTRE FABRIC A) DWELLING FOOTPRINT-1,892 SQ.FT. SUPPORT POSTS 1.892 x 0.166-314cf REQUIRED WOOD OR METAL (2) 8'DIA x 4' DEEP ORYWELL=354Of PROVIDED "OVERSIZE ONE DRYWELL FOR POOL WASTE WATER B'OxB'DEEP FLOW DIRECTION at EXCAVATED AND B) DRNEIVAY 1,415 SQ.FT. OAMILLED TRENCH a 1,415 x 0.166= 235dZ 3 ` (1) 8'DIA x 6' DEEP ORYWELL= 265of PROVIDED EXISTING GROUND V ' o a o PROPOSED ' z•" �. AREA LOT 131 AND.AND. I- o T II N 66 09 00 E ENTRANCE 125.00' I EL 8.8 PROP. PROP. POOL FENCE EL 7.8 POOL EOP. CONCRETE WASH OUT AREA IN BED OF ELEV. 8.5 ® PROPOSPROPOSEDDRIVEWAY. \ / I N DRY WELL-' DY LOAM p 8 a B'DIAx6'DEEP SM W/GSL , N "OVERSIZED FOR POOL m -1.4 � w WASTE WATERSANDY SILT ODRY WELL I 1 a GRAVEL B'DIAx6DEEP \`-�/ ! OCn 6.1 p O EL(9.3) wu. MIXED SAND LOT 132 22.7' ^ 3s.s' W j W/GRAVEL EL(9.3) m ir2 I GARAGE 1.0' 10'MIN L.G. L.G. e 2 3 SID _ _ 20.8' if I � EL 9.5I LG. L.G. T� 42.6' I v1 j 0] -8.0'EL 0.5' �:'.::•.:•o:.;.;.: 14.5' L---- � ppa�yy I 3 F WATER IN HIGHEST EXPECTED ''`' �':':'•':'• EL 7.8 aT L.G. I'•�I MIXED SAND GROUNDWATER EL 20 10 S.T. Q L SP :•o:z:;:;..;. W/GRAVEL �••:a:�::•:•:; T,, FOUNDATION � � I� �: oD ;: z. LOCATION Io a rV D 14 Op ;::;a:3;:;:;.:: n TDP FND ELEV 9.7 r 4 MWDD61 SANITARY SOW i SEPT. 18, 2017 0 y ::•: APRIL 20, 2022 $0 1250 GAL S.T. (e)2'DEEP LEACHING SHAWN M. BARRON. MLEACHING GAUEYS 32.0' WATER UNE j EL(9.3) EL(9.3) 44.9' wLOT 133 .- V) p DRY WELL a ca 8'D1Ax4'DEEP P1 P/0 LOT 134 0- bn of t._:. C) LA- TYPICAL CLEAN OUT EL 9.2 PROP. POOL FENCE EL 8.0 r' SLATE OR STOPPER END S 66°09100"W EL 9.5 125.00' �/ SUITABLE COVER OR PLU Co P/0 LOT 134 z 3 0 pyoLO 00 30' ELBOW O d o a so WYE 3 ISLAND VIEW LANE FLOW- FF=11.5 USE 4" DIA. APPROVED SEWER PIPE LOCKING CI COVERS TO GRADE LOCKING CI COVERS TO GRADE (9.3) EL(8.9) EL 8.5 EL(8.5) 1/4"-FT. EL 7.33 EL 7.33 3' COLLAR rn INV(6.75) CLEAN INV 7.58) INV(7.25) N 1/8_�- COARSE SEPTIC TANK IN (6.67)8.5'x4.75' LEACH GALLEY 8.5'x4.75' LEACH GALLEY SAND ec 1,250 GAL g 2' DEEP 2' DEEP GRAVEL FLOW BAFFLE MIN. EL(2.42) Nl EL(5.0) EL(5.0) USE 4" DIA. APPROVED SEWER PIPE z HIGHEST GROUNDWATER EL=2.0 FOUNDATION LOC. 04--20-22 THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL ADD PROP. POOL 02-18-22 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVA770N DATUM: NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO 7741S SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U770N LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 774EY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 132,133 & P/0 LOT 134 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES FILED: #1124 SITUATED AT:ARSHAMOMAQUE TOWN OF:SOUTHOLD KENNETH M *OYCHUK LAND "SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 „ PHONE (831)298-1588 FAX (631) 298-1588 FILE # 221-178 SCALE: 1 =30' DATE:OCT. 22, 2021 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woyehuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE J)eW I=2 14-S.Ref +in_ Rtat�-Drat Tiie svwage disposal and water supply laolffies at this imatmn Rave been inspected andior certified by this Department or other agencies and found tP be sabstiagry FORA.MMIM11M OF 4 BEDR00M$. CRtt`.fps'KMEPP OE,MilEF Office of iNast aterManarement LOT 131 66°09'00 I25.00t 0.$E8' POST/WIRE SELG. SLK. CURV EL 7.8 FENCE DRY WELL 8'DIAsc5'DEEP k { 8t i/E STOW DRAE AY � { z { .�. W CEL 8.5 { z B LOT 132 ,� LG 36.9 j EL 8.9 1 2, CA I.0' - :�: :20.8'=.'" •'�� ='�•'�GF 9.0= •- � � £L 9.5 42.8' MCL .�. .` •. DWELLING:=: :;::t�' Q: �. - •�-" - �• - = 18.2': -sem � 3� �.�. rz-t: © 4 BEDROOM SAIdIMRY 9STENt Z 1 fl' 1250 GAL. S.T D . cr, ":,32.0' : ="A" (,6)2' DEEP ifilc ll�IG cAtl 's J � •---_._ 44.9' LOT 133 E4EL 8,s EL 8.6 � 17RE1` n �,, LU W.M. �. .� cn- s DRY WELL - -- -- ----- - - - - P/0 LOT 134 8'DIAX VDEEP - POOL - £ `--, -**D IERSI ED FORf t flL I { 0 � 1 W RY �A� �—� ELL 0- EL 9.2 E.M. � '� 8'DIAxVDEEP g 0.5 X1.5'£ 8+ FEt�tC/EW#RE �B,N £L 8,0 5 S 66009'00" w1=L 9.5 125.00' P/O LOT 134 co ca 4 SEPTIC LOCATION POINT A" _POINT B" . S.T. 25' 40' ISLAND VIEW LANE n _ LG9 40.a' 26.5' ® � LG2 46' 20' LGJ 56' , LG4 . 39' 37' NOV 0 2 2022 LG5 45' 30' LG6 58.5' 25' C11;ILD!r�'?_•;_ R DRA€NAVE CALCULATIONS_ T0VVN CJI-,,4.J'..; A) DWELLING FOOTPRINT-1,892 Sara. FINAL 09-28-22 1,891 x 0.755=314of REQUIRED (2) BIWL x 4' DEEP DRYWELL-354a DEI) FOUNDATION LOC. 04-20-22 -OVERSIZE ONE ORMELL FOR POOL WASTE WATER 8 04 DEEP ADD PROP. POOL 02-18-22 9) DRIVEWAYa7«415 Sa:FT 1415 x G.16e= 2354 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (1) a•DIA x 8'DEEP DRYWaL= 2650 PROMED LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 13,625.00 SOFT. or 0.35 ACRES ELEVA31oN -DATuw �A) D88 .— UIVAUTHORIZED AL7ERA710N OR ADD17YON TO THIS SURVEY IS A VIOLA77ON' OF SEC77ON' 7209 OF THE NEW YORK STATE E LICATIDS LAW. COPIES OF MS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL. -'WALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES 1NAICATED HEREON SIA4LL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 3177,E COMPANY, GOVERNMENTAL AGENCY AND LENNDJNG INS77TV770N LISTED HEREON, AND TO THE ASS1GWEES OF THE LENDING INS7/77J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOD HEREON FROM THE PROPERTY LINES TO THE STRUCRIRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LIMES OR TO GUIDE THE EREC77ON OF FENCES AD0I7101VAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS ANDIOR SUBSURFACE STRU A'ES RECORDED OR UNRECORDED ARE NOT LUARAN7EED UNLESS'PHS1CALLY E14DENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 132,133 & P,/O LOT 134 G O F N E Uy CERTIFIED TO: .SLIGO CONSTRUCTON, MAP OF- AMENDED MAP A of PECONIC BAY ESTATE ��� AN FILED: #1124 � a SITUATED AT-- ARSHAMOMAQUE l` ; TOWN OF: SOUTHOLL3 14 0r �- . ��`' KENNETH M WDYCHUK IAND SURVEYING, PLC SUFFOLK COUNTY, NEW YORK �``��`', O,os � ',� Professional Land Surveying and Design � P.O. Bog 153 Aquebogue, New York 11931 „ : PHO (631)298-1586 FAX (631) 296—IBBS ME #221-178 SCALE: =2D DATE: OCT. 22, 2021 Ar YS LISC NO. 0.50882 maintaining the moor s of Robert J. Hennessy & .Kenneth M. tfoyshuk. NYSIF New York State Insurance Fund 8.CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) � O ^"^^^^ 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY } SOUTHOLD NY 11971 �k SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE-NUMBER POLICY PERIOD DATE 11353733-7 162365 04/15/2021 TO 04/15/2022 10/26/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:335324260 U-26.3 DATE(MMIDDIYYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE L.� 10/20/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:.... LISA Marie . Aspen Agency Inc PHONE 631-471-7575 FAX N,: (631)389-2439 191 Ronkonkoma Ave EMAIL ADDRESS: lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine$General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C, 1365 WAMSEDOE WAY INSURER D: Southold, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981-545071 REVISION NUMBER: 30 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY MD EXP IIDLIMITS LTR A X COMMERCIAL GENERAL LIABILITY GL2021 RLHOO455 10/15/2021 10/15/2022 EACH OCCURRENCE $ 11000,000 DAMAGE TO RENTED CLAIMS MADE X OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5.000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT El LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COa acciMBINED SINGLE LIMITdent $ E ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acddent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORRF EPRESENTATIVE LIS ©1988-2015 ACORD CORPORATION. All rights reserved. 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' 2�. `=�,aht r;. �`. +� Suffolk CountyDept.of Labor,_Licensing.-&Consurrrer'Affairs HOMEiMPROVEMENTLICENSE Name PAUL JDAVEY Business Name i ibis certifies`that the r iea[eris:8ulylicensed SLIGO CONSTRUCTION.CORP ':)y the Cwnty'd suffolk License Number:.H-29373 i Rosalie Drago Issued: ,0812212001' Commissioner Expires: 0810112023. r, i ! Generated by REScheck Web Software Compliance Certificate D ECE " E Project 290 Bayview Ave Greenport, NY DEC 0,2 202 , DD BUILDING DEPT. Energy Code: 2018 IECC TOWN OF SOUTHOLD Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,405 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 290 Bayview Ave Greenport, NY 290 Bayview Ave Greenport, NY Energy Rating Service Inc Matt Wahl Islip Terrace, NY 11752 631- 566-8439 'Compliance: Passes using UA trade-off Compliance: 3.0%Better Than Code Maximum UA: 368 Your UA: 357 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Assembly or R-Value R-Value U-Factor 11.1-Factor UA UA Ceiling 9:Flat Ceiling or Scissor Truss 76 38.0 0.0 0.030 0.026 2 2 Ceiling 8: Flat Ceiling or Scissor Truss 53 38.0 0.0 0.030 0.026 2 1 Ceiling 7: Flat Ceiling or Scissor Truss 19 38.0 0.0 0.030 0.026 1 0 Ceiling 6:Flat Ceiling or Scissor Truss 202 38.0 0.0 0.030 0.026 6 5 Ceiling 5: Flat Ceiling or Scissor Truss 253 38.0 0.0 0.030 0.026 8 7 Ceiling 3:Flat Ceiling or Scissor Truss 160 38.0 0.0 0.030 0.026 5 4 Ceiling 1: Flat Ceiling or Scissor Truss 403 38.0 0.0 0.030 0.026 12 10 Ceiling 2: Cathedral Ceiling 78 30.0 0.0 0.034 0.026 2 2 Skylight 1:Wood Frame:Double Pane with Low-E 9 0.500 0.550 5 5 SHGC: 0.36 Ceiling 4: Cathedral Ceiling 106 30.0 0.0 0.034 0.026 4 3 Wall 1:Wood Frame, 16"o.c. 112 15.0 3.0 0.061 0.060 5 5 Window 1: Other 29 0.300 0.320 9 9 SHGC: 0.30 Wall 2:Wood Frame, 16" D.C. 248 15.0 3.0 0.061 0.060 14 14 Window 2: Other 14 0.300 0.320 4 4 SHGC:0.30 Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 1-of11 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value LI-Factor U-Factor UA UA Perimeter Wall 3:Wood Frame, 16"ox. 80 15.0 3.0 0.061 0.060 5 5 Window 3: Other 5 0.300 0.320 2 2 SHGC:0.30 Wall 4:Wood Frame, 16"ox. 60 15.0 0.0 0.077 0.060 5 4 Wall 5:Wood Frame,16"ox. 128 15.0 3.0 0.061 0.060 7 7 Window 4:Other 17 0.300 0.320 5 5 SHGC:0.30 Wall 6:Wood Frame, 16"o.c. 128 15.0 . 3.0 0.061 0.060 8 8 Wall 7:Wood Frame, 16"ox. 120 15.0 3.0 0.061 0.060 7 7 Wall 8:Wood Frame, 16"ox. 120 15.0 3.0 0.061 0.060 6 5 Window 5:Other 29 0.300 0.320 9 9 SHGC:0.30 Wall 9:Wood Frame, 16"ox. 88 15.0 3.0 0.061 0.060 4 4 Window 6: Other 29 0.300 0.320 9 9 SHGC: 0.30 Wall 10:Wood Frame, 16"o.c. 112 15.0 3.0 0.061 0.060 7 6 Window 7:Other 5 0.300 0.320 2 2 SHGC: 0.30 Wall 11:Wood Frame, 16"o.c. 90 19.0 3.0 0.050 0.060 5 5 Wall 12:Wood Frame, 16"ox. 36 15.0 3.0 0.061 0.060 2 2 Window 8:Other SHGC: 0.30 6 0.300 0.320 2 2 Wall 13:Wood Frame, 16"ox. 54 15.0 3.0 0.061 0.060 3 3 Wall 14:Wood Frame,16"ox. 216 15.0 3.0 0.061 0.060 11 11 Window 9: Other 28 0.300 0.320 8 9 SHGC:0.30 Wall 15:Wood Frame, 16"ox. 126 15.0 3.0 0.061 0.060 8 8 Wall 16:Wood Frame, 16"ox. 234 15.0 3.0 0.061 0.060 11 11 Window 10:Other 9 0.300 0.320 3 3 SHGC:0.30 Window 11: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall 17:Wood Frame, 16"c.c. 234 15.0 3.0 0.061 0.060 8 8 Door 1:Solid 21 0.390 0.320 8 7 Window 12:Other 84 0.300 0.320 25 27 SHGC: 0.30 Wall 18:Wood Frame, 16"ox. 288 15.0 3.0 0.061 0.060 18 17 Wall 19:Wood Frame, 16"c.c. 126 15.0 0.0 0.077 0.060 10 8 Wall 20:Wood Frame, 16"ox. 171 15.0 3.0 0.061 0.060 10 10 Wall 21:Wood Frame,16"o.c. 77 15.0 3.0 0.061 0.060 5 5 Floor 1:All-Wood Joist/Truss:Over Outside Air 403 30.0 0.0 0.033 0.047 13 19 Floor 2:All-Wood Joist/Truss:Over Outside Air 323 30.0 0.0 0.033 0.047 11 15 Floor 3:All-Wood joist/Truss:Over Outside Air 36 30.0 0.0 0.033 0.047 1 2 Floor 4:All-Wood Joist/Truss:Over Outside Air 807 30.0 0.0 0.033- 0.047 27 38 Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 2 of11 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew Wahl i.Digitally signed by Matthew Wahl matthew wahl, hers rater 2572845 Date:2021.09.2411:38:52-04'00' Name-Title Signature Date Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 3 ofil REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 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 .` #; Pro-I Review Yalue:. , „Value Complies? Comments/Assumptions, &Req.ID 103.1, ;Construction drawings and ;,❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 ,energy code compliance for the ;building envelope.Thermal a "❑Not Observable ;envelope represented on ( ❑Not Applicable ; ;construction documents. - 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑goes Not 403.7 ;energy code compliance for h [PR3]1 ;lighting and mechanical systems - ❑Not Observable l ;Systems serving multiple t❑Not Applicable i ,dwelling units must demonstrate ;, ? ,compliance with the IECC ;Commercial Provisions. Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 4,03:7;- ,,,sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not iPk22]?"`:€`.yon loads calculated per ACCA , Cooling: ; Cooling: anual or other methods ❑Not Observable { M ] , Btu/hr Btu/hr `❑Not A a approved by the code official. pplicable 3 { 3 I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) =3x Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 4 of11 SkItion", FoundationAnsecrion ,Comp ies? Ch ntsJA0 stnbtions fi,Req ID 3 A protective covering is installed to UComplies ;Requirement will be met. protect exposed exterior insulation :E]Does Not and extends a minimum of 6 in. below ,[]Not Observable grade. tINotMPJJIILdLJIt2 403.9rI­­�:" ;Snow-and ice-melting system controls VComplies :Requirement will be met. _"' i installed. 'E]Does Not T]Not Observable! -:,E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 5 ofIl Section• "Plans Verified, Field Verifietl' Framing]/.Rough-ln Inslaeeton.": . Cornphes. 'Cornments/Assumptions &,Req.ID Value' Value' 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ,See the Envelope Assemblies 402.3.4 '❑Does Not ;table for values. [FRI]1 `❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UDoes Not ;table for values. 402.3.3, ; 402.5 � ;❑Not Observable , [FR2]1 `❑Not Applicable 303.1.3 !U-factors of fenestration products l•. r•• ;_ ,,{ :'❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance „ ❑Does Not j ;with the NFRC test procedure or l ;taken from the default table. ` ❑Not Observable ! ❑Not Applicable 402.1.1, ;Skylight U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.3, '❑Does Not ;table for values. 402.3.6, ;❑Not Observable 402,5 [FR5]1 ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer'sf ❑Does Not :instructions, { CO3 : ?❑Not Observable ; ,g ❑Not Applicable 402.4.3 ;Fenestration that is not site built ! _: ❑Complies ,Requirement will be met. [FR20]1 :is listed and labeled as meeting i ti Does Not !AAMA/WDMA/CSA 101/I.S.2/A4401i or has infiltration rates per NFRC `: h ❑Not Observable 1400 that do not exceed code °°."` u° `' ❑Not Applicable ; limits. 2 402'.4-5.-..IC-rated recessed lighting fixtures': ' , " ;' ;b❑Complies ;Requirement will be met. [FR16]2 ,sealed at housing/interiorfinish *❑Does Not labeled to indicate 52.0 cfm 3 )leakage at 75 Pa. , ' `❑Not Observable =;❑Not Applicable 403.3.1 ;Supply and return ducts in attics 4 :Ka❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is I ❑Does Not >= 3 inches in diameter and' s>_0' R-6 where< 3 inches,Supplyand UNot Observable ; I - , return ducts in other portions of t %:`a❑Not Applicable ; ;the building insulated >= R-6 for -:; ,diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ;❑Complies ,Requirement will be met. [FR13]1 boxes are sealed with -]Does Not ;joints/seams compliant with :International Mechanical Code or ; - j❑Not Observable ;International Residential Code, as f ;❑Not Applicable 'applicable. d `.Building cavities are not used as ".: . - <'❑Complies ,Requirement will be met. (FRT5]3:°.'$ducts or plenums. (❑Does Not r t P ❑Not Observable i' ❑Not Applicable '40.4' piping conveying fluids R- R- ❑Complies ;Requirement will be met. [FR17]2'-`;:.:,above 105°F or chilled fluids j❑Does Not below 55 QF are insulated to>_R- ? 1",;'.' n3 ,❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13J Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 6 of11 Section Plans W eiffi6d Fi e& rameng 9040ValueValue 4, �c cph1vienoft /Assumptions; 1 403.4.1 :Protection of insulation on HVAC Ucomplies ;Requirement will be met. [FR2411 !piping. E]Does Not El N ot Observable "EINot Applicable Hot water pipes are insulated to R- R- Elcomplies :Requirement will be met. >R-3. CIDoes Not ;QNot Observable EINot Applicable d03,6 ' ,'Automatic or gravity dampers are— ;Requirement will be met. [FR191, installed UFI all UULUUUF air 2,E] - Does Not U-kjntakeS and exhausts. E]Not Observable 4411i '",E]Not Applicable Additional Comments/Assumptions, 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 7 ofIl S - Plans Verified .'Field Verifeed' h"t /AS- W04�! ReqJD� Va VAle : '-IAI installed insulation is labeled 3 �'l ','!�-T]Complies Requirement will be met. [IN13]2 korthe installed R-values Does Not "provided. rT]Not Observable ,€E]Not Applicable 402.1.1, iFloor insulation R-value. R- R- 13Complies See the Envelope Assemblies 402.2.6 !table for values. [] Wood Wood E-]Does Not [IN1]1 E] Steel 10 Steel bNot Observable LINot Applicable 303.2, ',Floor insulation Installed per T]Complies Requirement will be met. 402.2.8 manufacturer's instructions and -ZIDoes Not [IN2]1 �in substantial contact with the !underside of the subfloor,or floor 'E]Not Observable ;framing cavity insulation is in i ;,E]Not Applicable ;contact with the top side of "N" I, sheathing, or continuous £insulation is installed on the underside of floor framing and :extends from the bottom to the �;top of all perimeter floor framing imembers. 402.1.1, Vall insulation R-value.If this is a R- R- Ekomplies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the :table for values. Wood F1 Wood ';E]Does Not 402.2.6 �;wall insulation on the wall ❑ mass El Mass [IN311 'exterior,the exterior insulation '[:]Not Observable (42 ;requirement applies(FR10). ❑ Steel E] Steel Ithot Applicable 303.2 Mall insulation is installed per Complies Requirement will be met. [IN4]1 manufacturer's instructions. E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 8 of'11 Section Plans Verified =Field Verified. # Final Inspection Provisions Complies? Comments/Assumptions. & Req.ID- Value Value, 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, s Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2 ;❑ Steel ;E] Steel QNot Observable [FI1]1 ; ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per i : '❑Complies :Requirement will be met. 303.2 manufacturer's instructions. I •;❑Does Not [FI2]1 :Blown insulation marked every ;300 ft2. a❑Not Observable 1 ` , :❑Not Applicable 402:2:3•..;"Vented attics with air permeable a ❑Complies ,Requirement will be met. [Fl22,]2 ?insulation include baffle adjacent i❑Does Not ;to soffit and eave vents that ! .;extends over insulation. ( k❑Not Observable 1 f 'El Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies :Requirement will be met. [FI3]1 insulation aR-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = t❑Complies :Requirement will be met. [FI17]1 lath in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 1 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 i❑Complies ;Requirement will be met. [F127]1 determine air leakage with ftz ftz ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ,❑Not Observable pressure differential of 0.1 inch ❑Not Applicable M.g.across the system including the manufacturer's air handler ; 1 ;enclosure if installed at time of ;test.Postconstruction test:Total ; leakage measured with a i pressure differential of 0.1 inch ;w.g.across the entire system ; ;including the manufacturer's air , handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ; :❑Not Observable J ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ;`? _ - ❑Complies ;Requirement will be met. [FI2411 by manufacturer at<=2%of I ❑Does Not ,design airflow. ?❑Not Observable ❑Not Applicable 403.1:1 Programmable thermostats f ` :-I❑Complies :Requirement will be met. [FI9]2_ ..;installed for control of primary ❑Does Not ;heating and cooling systems and i ; 1 -`'[]Not Observable - ;initially set by manufacturer to , ?code specifications. t i❑Not Applicable 403,:1:2' :" IHeat pump thermostat installed '-:: '°` '" t❑Complies ;Requirement will be met. [1`1101 ,on heat pumps. I '[]Does Not } ,[]Not Observable $ '-y❑Not Applicable 403:5.1 'Circulating service hot water ❑Complies ,Requirement will be met. systems have automatic or ❑Does Not ,,accessible manual controls. '' '± ( ❑Not Observable i E]Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3'1 Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 9 of1I Requirement will be met. mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy _"�E]Not Observable and air flow limits per Table Not Applicable o Hot water boilers supplying heat Requirement will be met. 2 one-or two-pipe heating DDoes Not "�J':`�systems have outdoor setback E]Not Observable N'control to lower boiler water temperature based on outdoor .;,j emperature. Heated water circulation systems [FI2181 `.,have a circulation pump.The `0 Does Not ­;:�system return pipe is a dedicate 7--jreturn pipe or a cold water supply -..,--,,,[]Not Observable �,__(OlVot Applicable pipe.Gravity and thermos- S hon circulation systems are yp not present.Controls for A circulating hot water system pumps start the pump with signa for hot water demand within the occupancy. Controls automatically turn oi f the pump when water is in circulation loop Is at set-point temperature and no demand for hot water exists. !Requirement will be met. 1":,2-'-` Electric heat trace systems 11291 comply with IEEE 515.1 or UIL E]Does Not 515.Controls automatically adjust the energy input to the able heat tracing to maintain the ONot Applicable water temperature in the Demand recirculation water TIComp lies :Requirement will be met. systems have controls that Does Not manage operation of the pum "EINot Observable limit the temperature of tI­e 4�. )water entering the cold water Applicable piping to<= 104QF. Drain water heat recovery units "ElComp lies ;Requirement will be met [F131-1? tested in accordance with CSA B55.1.Potable water-side pressure loss of drain water heat []Not Observable 'E]Not Applicable 'Individual units connected to one ..... or two showers.Potable water- side pressure loss of drain wa er ea rec individua I units connected to three or more showers. _L, 404.1 go%or more of permanent Elcom plies Requirement will be met. [F1611 �fixtures have high efficacy lamp _,40Not Observable EINot Applicable 40411.1,q-'.��Fuel gas lighting systems have DComplies :Requirement will be met. ti uous pilot light. []Does Not no con in bie 6 []Not Applicable certificate posted. -Jocomplies Requirement will be met. []Does Not [:]Not Observable E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: ZQOBayview Ave Greenport, NY Report date: 09/24/21 Datafi|ename: Page l0ofIl e Section:.. . "Plans Verified Field`,V ifi6' # Final Inspection Prov�s�ons Value Value. Complies? ;Comments/Assumlptions &Req.ID: 303:3 Manufacturer manuals for ",:,i❑Complies ;Requirement will be met. <,._ [FI18j ;.Imechanical and water heating 1 ,•;,.r ;•...-,.: _a❑Does Not :systems have been provided. F•.,'• . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12'1 Medium Impact(Tier 2) I-'3,,'l Low Impact(Tier 3) Project Title: 290 Bayview Ave Greenport, NY Report date: 09/24/21 Data filename: Page 11 ofll ACCA Manual DJS HVAC Load Calculations for Residence 3200 Bay Shore Rd Greenport, NY M MA-AVAfN R9SIDIRNTIA1. AC LOADS Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-566-8439 Friday,September 24, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. ;Rhwac-Residential&tight Commercial HVAC toatls Elite`Software Development;Inc. Energy Rating Service ® ACCA Manual DJS Isli Terrace,NY.1;1,752 Pa e 2 Project Re ort Gene""raI Project Information';;' Project Title: ACCA Manual DJS + Project Date: 02/15/2021 Client Name: Residence Client Address: 3200 Bay Shore Rd Client City: Greenport, NY Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 °Design'Data. Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check-°Fi ures° Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.590 Square ft.of Room Area: 2,373 Square ft. Per Ton: 930 Volume(W): 20,092 <Bwlldln .Loads .K.s,� "� }; �• �� F ��. ,� .;;' ,a � .. +.��� � ;; Total Heating Required Including Ventilation Air: 34,138 Btuh 34.138 MBH Total Sensible Gain: 26,196 Btuh 86 % Total Latent Gain: 4,422 Btuh 14 % Total Cooling Required Including Ventilation Air: 30,618 Btuh 2.55 Tons(Based On Sensible+Latent) Notes" w... - Rhvac s an ACCA approved Manual J, D and S 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. E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24,2021, 11:24 AM Rh is .'_11752R 'me C6, M r'cla _J�Jipy Y.R n, , _ _0 Service P'Terrace; rra Y� — � Miscellaneous Report d u" Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 ;$ys#ern 21St Floar� � > Outdaars ti0utdoor 'Outdoor y .lndaor n ' trrdoor v' Y,*Grains 11 -1 H Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./l 00 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr 50 CFM 27 CFM Infiltration Actual: 0.075 AC/hr 0.040 AC/hr Above Grade Volume: X 20,092 Cu.ft. X 20,092 Cu.ft. 1,517 Cu.ft./hr 809 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 25 CFM 13 CFM Total Building Ventilation: 90 CFM 90 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(25 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(13 CFM), Construction:Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(25 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(13 CFM), Construction:Tight A n;Ceilin g, " 1 Supply Attic 16B 0.04 8 768 No 1 Return Attic 16B 0.04 8 142 No E:\...\3200 Bay Shore Rd09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM Rhvac Restdenttai&LightRCommercWl,HVACtd:Software,Development; Energy Hating Service s an Load Preview Report Nei ft.: Sen Lall Nei SenS' Clgj Sys! SAc�Y4, Si7 Duct 1 Ht�j Scope To /Tort re Gair Gall Gain Lo'. CFM _5�FMJ FM Building 2.55 930 2,373 26,196 4,422 30,618 34,138 1,400 1,400 1,400 System 1 0.90 1,412 1964 10,159 583 10,742 11,59E 600 MI 600 9x14 Ventilation 53 307 360 395 HW Piping 272 Zone 1 1,264 10,106 276 10,382 10,929 6001= 600 9x14 3-Master Bedroom 479 3,101 124 3,225 4,872 267MIM 184 *2--6 4-Bedroom Back Right 243 2,101 63, 2,1.64 2,235 123M 125 2­4 5-Bedroom Front Right 248 2,094 58 2,152 2,136 117MMI 124 2-4 6-2nd Floor Hallway,Bath 293 2,810 3T 2,841 1,686 93MN, 167 2­6 -System 2 1.66 670 1,109 116,038 3,836 19,877 22,542 .800MMI 800 10x1E Ventilation 263 1,535 1,799 1,975 Supply Duct Latent 529 529 Return Duct 692 92 784 784 HW Piping 1,361 Zone 1 1,109 15,1083 1,683 16,766 18,421 800u 800 10x1 1-Bedroom,Bath 274 3,376 0 3,376 5,171 225�1 179 2­6 .2-Dining,Kitchen,Living 835 11,707 1,683 13,390 13,250 5751MI 621 6­6 E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24,2021, 11:24 AM Rhvac, Residential'&Light Comeraal,HVAC Loads mElite Software Development;Inc..;= Energy Rating Service - RCCA Manual DJS is Terrace,NY, 11752, Page 5. Duct Size Preview Room or Source Minimu Rough Design SP Duc' uc DHtg Clg Act. Duct Reg Duct Name Velocitj Maximu Veloci Facto L/100 Loss Velocit� Len!t Flow _Flow Flow Size Size System 1 Supply Runouts Zone 1 3-Master Bedroom Built-In 450 750 0.01 0.1 468.8 2671 184 2-6 4-Bedroom Back Right Built-In 450 750 0.01 0.1 714.9 1231 125 2--4 5-Bedroom Front Right Built-In 450 750 0.01 0.1 712.3 1 17 I 124 2-4 6-2nd Floor Hallway,Bath Built-In 450 750 0.01 0.1 424.9 93I 167 2--6 Other Ducts In System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 685.7 soot[ 600 9x14 System 2 Supply Runouts Zone 1 1-Bedroom,Bath Built-In 450 750 0.01 0.1, 456 225MI 179 2--6' 2-Dining,Kitchen,Living Built-In 450 750 0.01 0.1 527.1 5751 621 6-6 Other Ducts In System 2 Supply Main Trunk Built-In 650 900 0.003 0.1. 768 800 1 800 10x15 Summary System 1 Heating Flow: 600 Cooling Flow: 600 System 2 Heating Flow: 800 Cooling Flow: 800 E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM Rhvde,-Riiside,-,!ttlol'&:.Li§ht 4;qPTO�. !*!�Y�q'Xoads to o ware eve op tn*dy,F'1006".40'066 ` ® ACCA,ManuaI,DJS. Isli aae ,,N 752,u. P W,�� Tabular Manual D Ductsize Grid ee Fds Ducts Room(s) Zones Flow I Diarn Wid E Hei Vel 3200 Bay Shore Rd09242021 ACCA Manual ____.__� �` fi_ El a ACCA Manual DJS 0 (VSystern 2-1st Floor sup* f1k.,Return E-\...\3200 Bay Shore Rd09242021 ACCA Manual DJS.rh9 Friday, September 24,2021, 11:24 AM 1,,RKvdc­'R6s 1denflal,&Light CommerclaLWAC•Loads Elite Software Development,Inc, Ene`rdy Rating Service RCCA Manual DJS. Isli Terrace,NY 11752 �`Y, Page 7' Total Building Summary Loads �Component Ares Sen" Lat'. :`Sen TotaF° Descnption , Quan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-0:0.30, SHGC:0.30, U-value 275.8 4,964 0 2,615 2,615 0.3, SHGC 0.3 11 F: Door-Wood-Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 12D-3sw: Wall-Frame, R-15 insulation in 2 x 4 stud 1920.6 8,179 0 1,131 1,131 cavity, R-3 board insulation, siding finish, wood studs, U-value 0.071 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 268.7 23 0 23 23 cavity, no board insulation, siding finish, wood studs, U-value 0.086 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1329.9 2,075 0 1,487 1,487 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-38 insulation, U-value 0.026 20P-30: Floor-Over open crawl space or garage, Passive, 1329.9 2,794 0 140 140 R_30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 18,388 0 5,508 5,508 People: 5 1,000 1,150 2,150 Equipment: 683 11,990 12,673 Lighting: 120 409 409 Ductwork: 10,083 621 4,982 5,603 Infiltration:Winter CFM:25, Summer CFM: 13 1,664 276 118 394 Ventilation:Winter CFM:90, Summer CFM: 90 2,370 1,842 316 2,158 Exhaust: Winter CFM:50, Summer CFM:50 Hot Water Piping, 90 ft.Total: 1,633 0 0 0 AED Excursion: 0 0 1,723 1,723 ---- --- --- --------------- - Total Building Load Totals: 34,138 4,422 26,196 30,618 Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.590 Square ft. of Room Area: 2,373 Square ft. Per Ton: 930 Volume (ft3): 20,092 Biildin Loads ' Total Heating Required Including Ventilation Air: 34,138 Btuh 34.138 MBH Total Sensible Gain: 26,196 Btuh 86 % Total Latent Gain: 4,422 Btuh 14 % Total Cooling Required Including Ventilation Air: 30,618 Btuh 2.55 Tons (Based On Sensible+ Latent) ,Notes ; Rhvac is an ACCA approved Manual J, D and S 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. E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM Rh"vac-Residential-&LIOII Commercial HVAC'Loads ` - Elite Software;Development,Inc. Energy Rating Service' ACCA Manual DJS IslipTerrace,'NY 11752 ® Pa e 8 Equipment Data _ S stem' l --2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T1817STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 18,000 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92,000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71 F,WODB: 10F, SIDB: 75F, SIKH:50%, WIDB:70F, Sen. gain: 10,159 Btuh, Lat.gain: 583 Btuh, Sen. loss: 11,596 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB:62.7F, Entering htg.coil DB: 69AF, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow:460 CFM, Req. htg. airflow: 146 CFM E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM Rhvac_Residential'&Cight Commercial HVAC Loads,, '- " ' Elite Software'Development,Inc: Energy Rating Service ® ACCA Manual DJS Islip Terrace,NY 11752 Page 9 Equipment Data - System 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RHIIT2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 24,000 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92,000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71 F, WODB: 10F, SIDB: 75F, SIRH:50%, WIDB:70F, Sen. gain: 16,038 Btuh, Lat. gain:3,839 Btuh, Sen. loss:22,542 Btuh, Entering clg. coil DB: 76.517, Entering clg.coil WB:63.6F, Entering htg. coil DB: 66.9F, Clg. coil TD:20F, Htg. coil TD:70F, Req. clg. airflow:687 CFM, Req. htg. airflow: 258 CFM E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM Rh'vac-Residential 411ght.Commerciat';HVACaIoads,: ;Elite$oftware.Development,lna, Energy Ratirig Service ACOA Manual DJs Islip Terrace,NY_11.752 ®,n Page 10, Manual S Performance Data - System 1 - 2nd Floor Loads'an'cf'De`si ri Conditions` ' Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 10.159 Outdoor Wet Bulb: 71 Latent Gain: 0.583 Indoor Dry Bulb: 75 Total Gain: 10.742 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 600 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 11.596 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.4 Indoor RH: 30 Supply Airflow: 600 Equipment Peiforri ance,,Data=at System;Design Conditions,-, This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner, Outdoor Model: RA1318AJ1, Indoor Model: RH1T1817STAN Nominal Capacity: 18.000, Manufacturer: RHEEM Entered Interpolation Data: EDBITtl. W B Air Flow OD oaPowe ' .m °F' CFM oF., ..Capacity YInput �;• Serisble MBtuh kW` g%Y' C Capacity l MBtiuh a,62-.i7i 600;7'83 18 1.84 0.75 13. Interpolation Results: Percent Load of Load Sensible Capacity: 13.500 10.159 133% Latent Capacity: 4.500 0.583 772% Total Capacity: 18.000 10.742 168% Power Input: 1.84 Heating: Model Type: Fuel Oil Boiler, Model:WV-DV-03-075, Nominal Capacity: 92.000, Manufacturer: PEERLESS Results: Percent Load of Load Heating Capacity: 92.000 11.596 793% E:\...\3200 Bay Shore Rd_09242021 ACCA Manual DJS.rh9 Friday, September 24, 2021, 11:24 AM E:\...\3QOUBay Shore Rd_09242021ACCAManual DJ8.rh8 Fridoy, September 242O21, 11J24AM North I Q c� >- wz o � � Bedroom,Bath Dining,Kitchen,living C- � �C LW GCl W C R403.6 Mechanical ventilation(Mandatory), The Building shall be provided with ventilation that complies with the requirements of the 8 Residential Code of New >I •j YS York State or Mechanical !1 Code of New York State or New York City Construction $ Code,as applicable,or W with other approved means z of ventilation.Outdoor air W a intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. LU W o ❑ eavinw rs crmr..an _ Z O R403.3.8 Duct system =$ sizing,Ducts shall be sized ¢'� In accordance with RCCA 7'�^toj N Manual D based on +�+ c E calculations made in v� z}� a••••z accordance with Sections = oZ ¢rS R R403.7 and R403.8. (NYStrech Energy Code 2020) 1 ST FLOOR SCALE:1/8"=11-0" 1 ° North O wz o � � o Bedroom Bark Right Z m Master Bedroom O r ,t N V M I � 2nd Poor Hagway,eats - - R403.6 Mechanical ventilation(Mandatory), The Building shall be provided with ventilation that complies with the Bedroom Front Right 8 requirements of the Residential Code of New York State or Mechanical R Code of New York State or New York City Construction Code, as applicable,or with other approved means of ventilation.Outdoor air intakes and exhausts shall W have automatic or gravity dampers that close when the ventilation system is - -- not operating, ro W o Q n env/nm C/) ucrm/w+a E_ Z O c 0 R403.3.8 Duct sysbem n N sizing.Ducts shall be sized in accordance with ACCA !� y Manual D based on calculations made in 2 accordance with Sections ` R403.7 and R403.8. (NYStrech Energy Code 2020) 2ND FLOOR SCALE:1/8"=1'T F2 0 Home Energy Rating Certificate Rating Date: 2021-09-24 ENS N5V, Registry ID: ' Projected Report EkotropeID: gdgAAW6d Index • Annual SavingsHome: our home's HERS score is a relative 11 Bay Shore • • Greenport, •44 energythe more • Builder:$ 1 , 733 performance score.The lower the number, 55learn more, visit www.hersindex.com *Relative to an average U.S.home Sligo Construction Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use (MBtu] Annual Cost criteria of the following: Heating 55.0 $1,068 2016 New York ECCC Cooling 1.4 $38 2018 International Energy Conservation Code Hot Water 12.2 $225 2015 International Energy Conservation Code Lights/Appliances 21.1 $560 2012 International Energy Conservation Code Service Charges $164 2009 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2006 International Energy Conservation Code Total: 92.7 $2,056 HERS'Index Home Feature Summary: Rating Completed by: 1••..•n•rq Home Type: Single family detached 15p Model: Custom Home Energy Rater: Matt Wahl Exrsong �4� Community: n/a RESNET ID: 2572845 Homes 130 Conditioned Floor Area: 2,371 ft- Rating Company: Energy Rating Service Inc 120 Number of Bedrooms: 35 Tellar Dr,IslipTerrace,NY 11752 ,o 4 Reference 100 Primary Heating System: Boller.Oil.86.7 AFUE 631-566 8439 Home •o Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider: Building Efficiency Resources '0 Primary water Heating: Residential Water Heater.Oil•0.79 Energy Factor PO Box 1769 Brevard,NC 28712 W ft House Tightness: 3 ACHSO 800-399-9620 so Ventilation: 86 CFM•35 Watts , .o Thu Duct Leakage to Outside: 20 CFM w 25Pa(0.86/100 ftp Rp• _ Above Grade Walls: R-18 Ceiling: Attic,R-38 Zeroc a Window Type: U-Value:0.3,SHGC:03 Foundation Walls: N/A Matt thJahl,Certified Energy Rater Ol0]3 RL54•i Digitally signed:9/24/21 at 3:48 PM ekotrope Ekotrope • • New York ECCC 2020 Performance Compliance ENERGY -r Property Organization Inspection Status 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenport. NY 11944 Matt Wahl Model: Custom Home 631-566-8439 Community: n/a Builder R1089-3200 BAY SHORE RD-MJW Sligo Construction Corp 3200 Bay Shore Rd, Greenport This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating S1.599 $1.479 Cooling $105 $92 Water Heating S382 $382 Mechanical Ventilation $34 $54 SubTotal -Used to determine compliance $2,120 $2,008 Lights&Appliances w/out Ventilation $1,035 51,035 Onsite generation SO SO Total $3,155 $3,042 Requirements 4053 Performance-based compliance passes by 5.3% Ila R402 4 1 2 Air Leakage Testing Air sealing is 3 00 ACH at 50 Pa.It must not exceed 3 00 ACH at 50 Pa Q R402 5 Area-weighted average fenestration SHGC R402 5 Area-weighted average fenestration t3-Factor R404.1 Lighting Equipment Efficiency R403 6 1 Mechanical Ventilation Efficacy Ilia Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met R403 6 I.Iechanical Ventilation Rate (511 R405 2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 5.3%. As a 3rd party extension of the code jurisdiction utilizing these reports.I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 3 If rating is Projected I certify that the building design described herein is consistent y%ith the building pians specifications, and other calculations submitted with the permit application If rating is Confirmed, I Certify that the address referenced above has been inspected tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or'a ill be verified as such!)v another party Name: Matt Wahl Signature: A*d Organization: Energy Rating Service Inc Digitally signed: 9/24/21 at 3:48 PM Ekotrope RATER-Version 3.2.4.2750 New York ECCC 2420 Performance compliance results calculated using Ekotrope RATER-s energy and code compliance algorithm including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report New York ECCC 2020 UA Compliance : Ke4ce Property Organization Inspection Status EN a � 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenport, NY 11944 Matt Wahl Model: Custom Home 631-566-8439 Community:nla Builder R1089-3200 BAY SHORE RD-MJW Sligo Construction Corp 3200 Bay Shore Rd, Greenport This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 36.7 41.1 Above-Grade Walls 139.1 145.8 Windows, Doors and Skylights 108.4 100.3 Slab Floor: 0.0 0.0 Framed Floors 65.5 53.8 Foundation Walls 0.0 0.0 Rim Joists 7.1 6.4 Overall UA(Design must be equal or lower): 356.8 347.4 Requirements 402:4.5.. ': -.•',`;.., :.Totai:UA'alternative cote hatiee. asses 2.6a(o: R A. Y. -Fenestration GIla on S Average SHGC:0.30 Max SHGC:0.40 Fenestration SHGC g _ 4 1- it ea T"C >.A L e. es In TAir,` P .lt, u V n xce at°50 4 ka' seali =i`s-3:00 C `at.50 a, st at`e :3:00AGH a.,a R402.5 Area-weighted average fenestration SHGC t -rs >>. ;i Z realve hf auera :fen s a on:U-E ctor:'•` R40 .5, 'A ed e e tr a _ a tt -� R404.1 ~ Lighting Equipment Efficiency R40 61 ethansca Ve6filatiddEfficacy, - - - - - lvlandatory code requirements that are not Mandatory Checklist checkeq by Ekotro a must be met R403.8MechaWcal Ventilation Rate ® R403-3.3 Duct Testing 403 5 3 Hot v�ater pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 2.6%. Name: Matt Wahl Signature: A*d Organization: Energy Rating Service Inc Digitally signed: 9124121 at 3:48 PM Ekotrope RATER-Version 3.2.4.2750 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shoem on this report. New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Sligo Construction Corp Company:Energy Rating Service Inc Projected Rating Address: Phone:631-566-8439 Rating No: 3200 Bay Shore Rd, Greenport, NY 11944Rater:Matt Wahl Rater ID(RTIN):2572845 Date Rated:2021-09-24 Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 58.0 $1,068 Cooling 1.4 $38 Water Heating 12.2 $225 Lights&Appliances 21.1 $560 Photovoltaics 0.0 $0 Total ti 92:7 " 2,056' "Based on standard operating conditions ERI with PV:56 ERI without PV:56 OM Electric(kWh):6,635.9 CO2 Emissions (Tons):8.4 Natural Gas (Therms):0.0 • a • - • ® e - PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERI Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verifie y E�gtrope. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 9/24/21 at 3:48 PM . R e s • - �4 • Company:Building Efficiency Resources }F'r°� Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620 Fax#:877-399-1361 enIrnt'�*r,,F r` To determine if a provider is properly accredited go to:www.resin et.uslprofession al/programs/search_directory (Projected. Confirmation required.) Clirnate • •. s � Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage-rate PASS, R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS' R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC) PASS R403.1.2 Heat pump controls PASS* R406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS' R403.3.5 Building cavities not used as ducts. PASSE R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the PASS' mechanical requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS` requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* R404.1 High efficacy lights installed in 90%of permanently installed PASS fixtures. `This is a projected rating.These items must eventually be field-verified by the Rater, Field Inspector,Code Inspector,or Builder. 3200 Bay Shore Rd Greenport, NY 11944 Builder: Sligo Construction Corp Model: Custom Home Community: n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEW YORK ECCC 2020 ENERGY CODE Building Features Ceiling Attic, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside 20 CFM @ 25Pa (0.86/ 100 ft2) Foundation Walls N/A Total Duct Leakage 20 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Boiler• Oil • 86.7 AFUE Slab N/A Cooling Air Conditioner• Electric • 14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Oil • 0.79 Energy Factor Window U-Value: 0.3, SHGC: 0.3 As a 3rd party extension of the code jurisdiction utilizing these reports;I certify that this energy code compliance document has been created In accordance+with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.If rating is Projected,I cert0 that the building design described herein is consistent Wtn the building plans,specifications,and other calculations submitted vtitn the permit application.if rating is Confirmed,I certify that the address referenced above has been inspectedrtested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent cf the IECC or vAll be verified as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 9/24/21 at 3:48 PM Ekotrope RATER-Version 3.2.4.2750 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Air Leakage Report Property Organization Inspection Status ENVY 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenport, NY 11944 Matt Wahl Model:Custom Home 631-566-8439 Community:n/a Builder R1089-3200 BAY SHORE RD-MJW Sligo Construction Corp 3200 Bay Shore Rd, Greenport General Information Conditioned Floor Area[ft] 2,371 Infiltration Volume[ft3] 24,517 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50 (Calculated) 3.00 ELA[sq. in.](Calculated) 67.42 ELA per 100 s.f. Shell Area (Calculated) 1.202 CFM50(Calculated) 11,226 CFM50/s.f. Shell Area (Calculated) 10.219 Duct Leakage System 1 System 2 Leakage to Outdoors 49 CFM @ 25Pa 20 CFM @ 25Pa (3.95/100 fe) (0.86/100 W) Total Leakage Test Type Post-Construction Post-Construction Total Leakage [CFM @ 25 Pa] 49.0 20.0 Total Leakage[CFM25/ 100 s.f.] 4.0 0.9 Total Leakage[CFM25/CFA] 0.040 0.009 Mechanical Ventilation Rate[CFM] 86 CFM Hours per day 24.0 Fan Power 35 Watts Recovery Efficiency% 0.0 Runs at least once every 3 hrs? true Average Rate[CFM] 86.0 CFM 2010 ASHRAE 62.2 Req. Cont.Ventilation 61.2 2013.ASHRAE 62.2 Req. Cont.Ventilation 74.0 Ekotrope RATER-Version 3.2.4.2750 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shovm on this report. Building Summary p EN )reiAce Property Organization inspection Status I.IRO 3200 Bay Shore Rd Energy Rating Service Inc Results are projected d Greenport,NY 11944 Matt Wahl Model:Custom Home 631-566-8439 Community:nra Builder 81089-3200 BAY SHORE RD-IvIJW Sligo Construction Carp 3200 Bay Shore Rd,Greenport :'�i,,-i�'?;i? ���,,�i�, .-y3,«�w»��;:�•::Y,�a�r .>��.,- �m„q��_�,...r^M-,-v-.. _,'�.. - .«...� ��Getieral ,�Idmgk lnforrrat>ion r t `. .° NumbecOf --- BedPooms Number Of Floors Can ffioned.FloorArea[s'q.ft Has Electric Vehicle Ready Space No tJncondiGoe ried"aitactld arab,._- g... .g. Y es: Conditioned Volume[cu.ft.] 24517 _.. . totalilnits in-Build . 1, Residence Type Single family detached Model Custom Home l Climate Zone 4A ,.*.,����.q+�-,^'°� > - �a�-s°�r ^�•x, *, n�+a a'q"C`s- `�" e � r, r� � �' � t ^.rat"�w'^7�"�-� �e�r+�` w-""' r �- 3�Folttldataon�Wai1 :�wsi�`yl..Z1..r� ,.,et,�.��.;�.,..;,.'�w�i�,�.:......»._«..Ha.,.af,:_.� - �,��.:. .,-..-w.,....�,..�.�:...u,�.,..�,,......,:.�.r.:w,.,r,�..N�,.:;.x ,.r��...,.•..�:...�.-.�.. ..•� .m ,..,.�' x«:�;v �...`"� � �r��'-�.;� a_ �°�am'xs`���„�".�'.� <, .^-rn�,--^' n, ^^,.^^$ m. i.i. - <.r� �c*.�..� ,�•,-, -r s., .. -��, rr w.^r �r��+s . iTbundatidh Wall 1pq >Ibrary Lis# a,�iw„''5.1Mw1.'.. ✓mmk+�F..�4F.4+6'+�mn:.�.1'h.;w,.,.,.._°k«..�.,s!.,.. . ... .........�, i �, i �, ' :x'S.w+..+._.,..1 WP-.,5ra c._,-..�a�i.• a�� '..ria t.. -*,� "...:("V+.4Yrti.n>+1,nn.kwbti-,.eww.m-.:i.S,Y.v+..a..•...vA-way X?n--,ee 4.«.d.n, None rPresent - Q$labhh�������"�h+ None Pfesent .A3Y4 !+� - f'C - Y - w taw'�.� P'C y k'. °', 5+ �7^• it—M§n"'"'g GSIabLirary Lis# � s F'w}},, t , ..�:.,,<..,.w,....�n." �..�. ,s w,..�.w....,:� 4,,,,.,.-.o,,,._,Ra.ry n.....,..,.w.nra.,,.H..-..,,..w-m+, ,sc.p-.,a-ww,,,,,,,,,,,,,,z.,.w.w.w�,.�a:�....,.aa,,,a+....e w . rw...«e,'.�u•.,d. ,.sw„��'�*N.n,.o-,w..0�M„C-. �.c, None Presentw �w.k��'�r���z,�-,*..� --�-rr �•w.,.•,._.., � r r F ° '�, _1 � a. �- y Y 7^ri � `°�t-"A'--.^-”-h F�'�z �M^xr.^.,.�...^`.-+ �,, Framed�Floor,n k , w.d.4.w fi=--l ..�ta4.u,,..ap r m�,1m,.-....,, � .� wxW w�r.w...w,,.« wy.'-,.M-N,«a.�..,c..a.4 w.:.i. � -��• . Name' Library Type CarpefR Floor Grade Surface Area y Location Basement ceiling', R30.FG2,10=16 eko� 0 Above:Gra W y� 1,122.6 ft=: Vented Cray,<i Garage Ceiling[' ;R30,FG2,12=16 ekb 0-.,." <'; `Above Grade: 271.0 ft='. insulated Unconditioned Basement, 1. Building Summary EN �yProperty organization Inspection Status lffl'1/Ip elUree 3200 Bay Shore Rd Energy Rating Service Inc Results are projected cl Greenport,NY 11944 Matt:'Wahl Model:Custom Home 631-566-8439 Community:n/a Builder R1089-3200 BAY SHORE RD-MJW Sligo Construction Corp 3200 Bay Shore Rd,Greenport .. hry^Le-BnMr,^y�".':nX,'"t.;..y .,.mCrr ...i.{Aw.a?,n,rM —.+,w^,yo...- Wps ,i,.�,�,ee,,.. .,r�..v «C., .�.'c.,. ..m„btr'�wn.,.T.,.w..n,ryir..r �.�.: ^^c'*da+:.,ttnyn..n.Pij.r.,•-•rnq,...o..w-;gs.:..yar.r.mvv,r,.r. Framed"floar,�L`ibrary Llst ....,.n,.ar�..:a�i.m�«µ.,,..�xs...�m.>w?....i...a�i,d.,....w.,,...v+-�««r w,e,.. .,..�.. '' ..- ,,r..+,. �,,,y-r..._,.w...,,..-s..-.W,.,,�,.a.«a..<,...,-telaw.•.w .ru...✓-..n.«...m+..,...,,;Y...n�,,,aS.v�..�..ew.,r,....2.:,-:w.,»Asww.-,..,�«.tee,..,.<-�, Name Effective R-value n R30,FG2,10-16 ekol�a 25.729 R30,FG2,12-16 eko' . -26.603 R�m1�Jotst 3 � � Name 'D ��_ �'�-YL'�brary iype"`�' ��SurEaceArea r ����� 'Location r I 1-amtxi R 20.0 124.0 ft=,, Exposed Exterior 1-gar`. -R 1.5,0 29.0 tl=: Unconditioned,attached garage ^1 * *• .^,a 1 m" m `t t tfl'^. ,o-^'4 Rim Jaist Library List Name' Effective insulation R-value R 15.0• - 15.00 R 20.0,' .20.00 Wall � ,r• t «+ .' u �--...�..-..�... r i k ��+ S 2x4 Exterior Walls 1; ,R1&FG2,4-16+3 eko Liedium 1,116:08=: Exposed Exterior 2x4 Exterior Walls 2; R15,FG2.4-16+3 eko r.tedium 1,152.Ott=i Exposed Exterior 2x6 Exlerior Walls! 'R1%FGZ6-16,+3 eko Medium 90,O ft=' Exposed Exterior Garage Common WaIW R15.FG214-16 eko Medium 261,0 ft': Unconditioned,attached garage 2 Building Summary EAIrProperty organization Inspection Status iG P1Ce 3200 Bay Shore Rd Energy Rating Service Inc Results are projected �J Greenport,NY 11944 Matt l-Vahl Model:Custom Home 631-566-8439 Community:nfa Builder 81089-3200 SAY SHORE RD-Iv13W Sligo Construction Corp 3200 Bay Shore Rd.Greenport 11 AIUM ibra�yy List �r Name �Effectrve R value .. _ ism., e.�*—, R15,FG2,4-16+3eko 16.269 R15,FG2,4-16 eko 12.668 R19.FG2,6-16•+3 ekol 19.116 NameL brary type W W Ih Foundation Is Operable���Overhan'gg�Overhaeg Ft To�Overhang--Ft To-'- Orientation Surface Area Assignment Wall Dept Fi Top Bottom Assignment Unnamed Glazing` U:0.30,' 2x4 Exterior Yes; 0, 0 5.8 West 27 0 ft- SHGC;0.30 ?Malls 1 Unnamed Glazing;, 0:0.30,' 2x4 Exterior Yes,,! '0; 0 0 South 81.0 ft2 SHGC:0.30 Walls 2 Unnamed Glazingi, U:0.W, 2x4 Exterior Yes `. G". 0 3 South 40-0 ft' SHGC_0.30, Walls 1 Unnamed Glazing;; U:0.30,: 2x4 Exterior Yes; ;"2; 1 5,5 North 27.0 ft' SHGC;0.30' Walls 2 Unnamed Glazing,,, ; U:0,30,: 2x4 Exterior, t Yes 2, 1 3 North 12.0 ft-' SHGC:0.30 Walls 2' Unnamed Glazing U:0.30. 2x4 Exterior Yes 0 0 0 North 58.0 ft= SHGC:0M Walls i Unnamed Giazino;, U:0.30.: 2x4 Exterior Yes, 0. 0 5.8 West 14.0 ft' SHGC:0.30 Walls 2. = Glazing Ubrary [..Usfi. � a � �, ' Name Shgc U-fa ctor U:0,30,SHGC:0.307. p 3 0.300 Skylig�{ T T A g L'�ttc Name LibraryType Assignment� M O fentetiorip T Surface Area MLocation skytighY�,,: . 4U.35.SHGC.9� ~� Slope Ceiling- � - North, V 9.8 ftp; Exposed Exterior i Building Surnrr my nRalProperty Organization Inspection Status � �rAce 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenport,NY 11944 Matt Wahl Model:Custom Home 631-586-8439 Community.n/a Builder R1089-3200 BAY SHORE RD-IAJW Sligo Construction Corp 3200 Bay Shore Rd,Greenport '"s�'R•.rs' t i� 5a r } .tr' t t �^ *Ei`* d �' m+va N.. �F w � � h :m � c� wr ?, � ' "M N-1 Skyloght`Llbrary LI 6t ,M Shgc U-factor' Name ' U.35 SHGC.35 0.35 0.350 Opaque �oor, K s y J Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance front: 2-114W. 0 solid 2x4 Exterior Wails 0.9'..',. '; 4.75; Medium 21.0 ft= Exposed Exterior core 2 to basementi•. .2-1/4'Wd sand. 0.9. :.' 0.75 Medium 21.0 ft= Exposed Exterior core to garage. R5 steel.insul Garage Common, 0.9 _ 0,75: Medium 21,0 ft= Exposed Exterior Wails, c "1j'"�•"a�'T�rr---'�1s IF w'?,�'f7'r?. N"*f^^�e' w^ � sC r� 'f �'"" - .u"^ � �t. r � p. r va `I ,�^.'�',m 'r, ^�y - 5. �.r Y'.. j-+m,.1,'e„i"�.✓,. ...r-�i';w.,,m.•.�.,.:.c�..,ie•+. 'i.q, .p...w4rr,vA...+.�b...s.J,..f"Fww?+.h i & .....-....G.,dr.+:c.+ .-e.+a..�". ..uKS�.3..r,....v.<.».-a...x....,.g.,,.,,„.4, ,.: :h.W°.=dyu.rc _y...a.u.....a..,:.] Name Effective U-factor "�"-`�� ""�"�`�``"-`-'"•�`" 2-114 Wd solid core 0:357 R5 steellnsuli, 0.200 +'"TM'-xr.•..xq».-,q'� `"�,�;"" Y'q' '^^�^--�„ -".,�-�.'-".^�„.^ ^w^^.� r-�'--•r. rte„ ,.^----•'!�'-" �""""r ,.'�x•r+* -�.m � •--.a ,r� - 1+, y l�-.�x �`�`Name"��N�.�Library type Attic Exterior Area(ft'j�Clay or Concrete Roof�''�'f_��A Surface Color� -'•���Sufface Are ��-�"�Locatio Tiles Flat Ceiling;R38,FG2;8-76 CrossLay, _4 1,3721'2 NO I,fedium: 1:193-0.B Attic -eko Slope Ceiling',_ R30,FG2;10=16v.eko 230,-. - NO Medium;l 230:ORz. Vaulted Roof �� ` � «, 'y'?-„^'�;� ..— t^�'^^n-T - ;y�, t .. 'm ,,?"”.-7' - ^4i y - ^"" ,�.'""C� "•m �3" ^'"r+r^^s rm.,,-r-,^rss+,.n^„fi.'^^ R"do f4nsulatior� Library Leat r Has Radi nt Ba ner R30,FG2,10-16v eko _ "No 24.896 R38,FG2,8-16 :. ` No 37.062 CrossLay eko• .. .. 4 Building Summary FN Y k kr Property Organization Inspection Status 4,FP12 ivice 3200 Bay Shore Rd Energy Rating Service Inc Results are projected �J Greenport,NY 11944 Matt Wahl Model:Custom Home 631-566-8439 Community:nta Builder R1089-3200 BAY SHORE RD-IYIJW Sligo Construction Corp 3200 Bay Shore Rd,Greenport ?i Y^U"rwwM`,,i.: -"'-r'�.::,�^,`�'' rov5�,^ uprmm�rrrm:.,;n•+v.vea.,+..,,r�,.^�,rrr-o ,yr^e,,....,. a W_,rh' o.,,.�:edHourka fiiatr:«ato.sn„« Fwn ration mentType helerClasas �. 3 ACH at 50 Pa BIo4�er door tested 3 Ventilation pe Ventilation Rate[ft'IOperational hours per day Fan Wattsx Runs once every three Energy Recovery Percent E1linute] hours Exhaust OnIYI,', .., 86 CFI& 24 35 Watts; Yes',; 0 Ugh#[rtgr , A,, r %Interior Fluorescent %interior LED Lighting °I°'Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 106- 77-7 —T• On'stte�Gene�at[on s a '��None Frnsent - N -, O&Ke Generation Library List : q , n a.-�.hm7�a-..r..ne�:w.-+r..-v.-.�..�w�t-...w>"+rn..r.unw-.r.,-. L.r.�.».....vm�...�.- -..���m.x F.�• a•n.....s'oe�....-a..-.. +...,x.w 3.. -+•+rc. w v'w.�.tx.w.+der +.N None Present s+<•�', -f't'ro,T"'n�,.y-'-- i��- ', s 'Tr�, � �,r•.• 1 .ter--" �..,....^s^ '-""^-",'G- .� 4 'x.� C "°'�"f F �^,. ,I Solar Generation � a p 1r y z F� p ^j d None Present - Dehum�dlf�er' �`�.;?a.,.-t,.-..:�.._>.:�.+�...m..ta::vs.,.,..,.+.,..�y.,w....r4_.,x+-a...+��:",.�..rWrx,..,.,.:.:+�..�.Fl va .+.�.. =.�,e+...,..r<^�a'.;wrr.��m.._..,�,�>..t;...3.::-..:.d a..,.....,:,.1-.tiv:��-.,.,�.F:�3'a...c r��.,.F..,....,f1..�:..✓w-tis�.s.,..k..+c-a......�?.w..+.., - None Present 5 Building Summary YProperty Organization Inspection Status ENRa. f`p �te 3200 Bay Shore Rd Energy=Rating Service Inc Results are projected Greenport,NY 11944 Idatt Wahl hlodel:Custom Home 631-566-8439 Community:IVa Builder 81089-3200 BAY SHORE RD-IAJW Sligo Construction Corp 3200 Bay Shore Rd.Greenport dY' ,;2Mm ''.;dot:"- '" ""`.�,'+'.�' '',' ","...., "^:int, "^ }'r^a«",• w �?'^";,r"w e�rrPIN ehum►dt#�er;Libra �>Is ,' _ •� - r �' s ,�\, -' @ b, '� f ✓`S P 42 -2 . rya„ak None Present' �.:^•. a...�.�-.,^+.,--�.-�:,+*k,.> �->......,,a-a,.,.,._,�..�.-w4r.,—:s-}-...=5n--•'=',.....;:,e..w;„,,;.,,.._ .-v:..,.�;.., ,�..-,...,'-_, ""',,"'°`:�,._.�,..q...:�?•�t`^.x•..w....,••.�,.;,:-^•g^:•--"- ^ < a b'k {Y Y, $Cond�t�o.`n�hgE�ulpinenfi : k � � a � �� ,, �.«.>�.-��i..µY; ..;�.bwti:r.,�.�� ,.��';���Y�3.mm�w.. . . Name Library Type Seriaj Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load 1st Floor Cooling;'ACC;2910,14,5 SEE.RO` 509'0 �O o' Unconditioned ,::;�_.,�;'=;' ,:`•. __ ,.:= _ � = Basement f CraWspace 1st Floor Heating. '-'Oil'Ryd-alr;92k 85°P "'.`_5'-54°b; 0%`? "`..' :; :Q°o Unconditioned Basement lCraaslspace 2nd Floor Coolingi,ACC,,29K;•121.5 SEERO. 0°6: 50°t°`'' 090. Conditioned Space 2nd Floor Heatingf, •`.-(;i(Hyd-air 92k; 6% ;;;50°!0 Conditioned Space Water HeatingF� ©iIJT,50gaf,86B%' 0'l°: 095.`.:,"°- ::.'.106°0 Conditioned Space ' tt;'k-lva�iv.Y6 � *•d W,��'4- d r •( er � kt ri �tiiN N {--,n y,Jn t ctc u Equipment�F aaAC�4�29K r�94 5 SEERQ l 9�t"''' � itl�} }y Fuei Type Electric :i•c•:tti Distrtbutlan T' e,.',; ForcetlAir' Motor Type PSC(Single Speed) - - -S•r„��-- - - a;>,.- _ - .nor- :x �.,:-,.. t :;�'.. ';�•: i ii'4:5 SEER,,c _ Cooting Capacity]kBtuth] 29` � '. r, d -ti a 'W',"92 h Eq�uipmen#Type Oil�Hyd�air�92k, R YP 'Bb`ler Fuel Type Oil .ki'itrortc f7elive: Ft8dii3tif _ Heating Efficiency 86.7 AF UE Hea n`-Ca ac kBtu! W'i92:- Use default_EAE Yes EAE'k\Nh - ,.�.' - - _ _ •;r. - - - - - _ - =_ - - -330 - ;. EquipmentTYpe O�t;iT;50'gat,BGB% t ,� tkM, r� t _ �r fir.F `A•] __ _ r E iii s d t -a.,:r.- A__ TYP. Re i ei�tia W to Heater= U... . ... ......_.,_.,._....>.-,.yrs._.._ _.�.., _-_.a. _ - Fuel Type Oil Distnbutiori.T .e, %.H dronFc Relive Radiant YP. Y rY Hot Water Efficiency 0,79 Energy Factor `:Tank Ca� 10 Hot Water Capacity]kBtulh] 40 , Recovkry,Ef�cienc :.•; _ ;b'86`. ,:; :"t.K T_,,,.,...w 6 Building Surr,rnary ENMaj Property Organization Inspection Status �/1e� 3200 Bay Shore Rd Energy Rating Service Inc Results are projected c/ Greenport,NY 11944 Matt Wahl Model:Custom Home 631-566-8439 Community:nfa Builder 81089-3200 BAY SHORE RD-M.PW Sligo Construction Corp 3200 Bay Shore Rd,Greenport D:sfr�butlpn System €( Distribution - ,Type Forced"Air: - Heating Equipment 2nd Floor Heating 'Cooling•Equipment=,.` 2'nd Floor Cooling Sq-Feet Served 1,239_ Retum Giifles 1 Supply Duct R Value 8 Return Duct.R Value...:: 8 Supply Duct Area[ftzl 334.53 Return Duct Area[n 1,.:: :..;.. ._. 1.95'... , Leakage to Outdoors 49 CFCFM25Pa(3,95:100 W) F 9'-.. `: 49 Cr vf25 : Total Leakage Duct Test Conditions Post-Construction Use°Default.Flow.Rate :` :_ Yes . _ Duct 1 Duct,Location_ _._; :.•.;:_. Cond'itioried,Space° ; Percent Supply Area 100 :Percent Return Area,, .. 100,.-, _.. .,_,•;;;.: _... . .; : : ...- Duct2 .._ .. .-. - Duct Cocatian „, :_ Conditioned"Space• _- • Percent Supply Area 0 Percent Return_Area.. : 0 Duct 3 :.Duct Location ':: ' '. Conditioned Space. Percent Supply Area 0 _Percent R_etumArea_ _._.... �:_ _, , - ...s'0 . . , . -.. . ' .. . . _...- •' - Duct 4 Duct LocationCon_ditio_ned Space,: Percent Supply Area 0 -PercentRettimArea•!,,.;';: 0... •. Duct 5 Duct Location Conditioned pace._ Percent Supply Area 0 PercentReturriArea •:_..`.. -.• ::. .' ,`-.: _:: 0 .:•.• , -`-..,,,'.� . ., . Duct 6 Duct Location _ =. Conditioned Space_ Percent Supply Area 0 Percent Return Area 0 7 Building Summary ENIR a!YC. Property Organization inspection Status wn�f WeAce 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenporl.NY 11944 Matt'Wahl Model:Custom Home 631-566-6439 Community:n1a Builder R1089-3200 SAY SHORE RD-)4JW Sligo Construction Corp 3200 Bay Snore Rd,Greenport M§tr1butidh,--System Distribut'l- ''T rorced'Al� . I ' Type Heating Equipment 1st Floor Heating CooftqgEquipM-enf- oo Ing Sq.Feet Served 2,332 #Return Supply Duct R Value Return bud Rvalue,_._ Supply Duct Area[ft21 629.64 Return Duct Area Iff2l' Leakage-to Outdoors 20 CFM @ 25P I a{0.861. -100 It T'Otafteaka g'd, Total Leakage Duct Test Conditions Post-Construction _USP:befauli:Flo6/Rate_ Yes Duct 1 61ed bifid' 'I"" BasemeO(jns '-at menf cei Ing) Percent Supply Area 100. e centke(qrnk Duct 2 oc 10 Dual ati C rdi ioned Space Percent Supply Area 0P --- .Peice'iAourn I I _A rea:,, 0 Duct 3 ..b6cit-L.ocation Percent Supply Area 0 -Peic.6nt,Retutrn'Area_'.-.;,",--''-,�,"-,-:- Duct 4 "Duct Location Conditioned Space- Percent Supply Area 0 '.'Perc6nt Return Ariea' Duct 5 Duct.Location Cd dj i6ned,Space,r Percent Supply Area 0 Perc nt R6tu?n.Ar6ii 0 Duct 6 Duct Location ..,,C nditioned Space Percent Supply Area 0 Percent ket6inArea FTAP HaS.Ceiling Fan: No Gfm Per Watt 100 Miter Mstribution _ y Water-rixture Type,: 8�fandaia6a Use Default Hot Water Pipe Length No Hot Water' i'pe.Len. ,t0,"[ft), ' 1, 40 - ----- - At Least R3 Pipe Insulation? Yes '.Hot Watii.r"Retlrbulition�8Vstem?' ;No" ' , Rcirculation System Pipe Loop-Length[ft] 20 1 Draffi Wiit6r-14e'at'R-ec'o'-v'er.'y'2. No 8 Building Summary LNRGYProperty Organization Inspection Status 3200 Bay Shore Rd Energy Rating Service Inc Results are projected �J Greenport.NY 11944 plait Wahl Model:Custom Home 631-566-8439 Community:nfa Builder 81089-3200 BAY SHORE RD-fd.lW Sligo Construction Corp 3200 Bay Shore Rd,Greenport Clothe'��Dr�rer i 6173913 Fuel Type Electric 'Field 1.1111zafion ._ Mo-is-til-re Sensing.`. is Outside Conditioned Space No Glofhes.M4Aveilable'`. :' :: Yes" Defaults Type HERS Reference Label Energy°Rating 709 kWlvYear Annual Gas Cost S23.00 Electric Rate•; Gas Rate S0.58,Therm Capacity, _ 2.874' Imef 0.33052632 Defaults Type ..,NERS Is Outside Conditioned Space No Clofhes WasherAvailabCe` -yes Dishwasher ,, DishG�asher Efficlenc' 325:75758 kWh Y Dishwasher Size Standard is Outside Condiii&h6&8pace_- Appliances antl Controls Pro gram theriiiostat?_ `' yYes Range/Oven Fuel Electric Convection Oven?` Yes" InductionRange? No ;- Range90yeh Outside Condif10ned Spacg? No' Refrigerator Consumption 578 M/Year Refri9erator.0utside,Go.{iditioed Space 9 Building Summary ENI reAce Property tlrganization Inspection Status c<t.�112G 3200 Bay Shore Rd Energy Rating Service Inc Results are projected C/ Greenport,NY 11944 Matt Wahl Model:Custom Home 631566-8439 Community:nra Builder 81089-3200 BAY SHORE RD-fvIJW Sligo Construction Corp 3200 Bay Shore Rd,Greenport Notes, MJW 0211512021 300 BAY_ SHORE RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -6:12 PITCH x1.202= 4 BEDROOMS -2 STORY -FRONT FACES SOUTH -ATTACHED GARAGE -ATTIC HOUSES 1 AIR HANDLER,1 AC COIL, 1 HW COIL 41ECH ROONIHOUSES BOILER,HOT WATER STORAGE,1 AIR HANDLER,1 AC COIL,1 WATER COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY.FAN 86 CFM X24HRS -SOLAR PV N/A 10 RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 3200 Bay Shore Rd, Greenport, NY Check the applicable disclosure(s): 11.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: ,A. Mechanical system design ; B. Moisture control or indoor air quality consulting ;C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel 'ME. Other(specify) Ke,3. The Rater or the Rater's employer is: :MA. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home ,MiC.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home ,4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems Rater iEmployer Rater ;Employer Thermal insulation systems 'Rater Employer -Rater 'Employer Air sealing of envelope or duct systems Rater Employer ,Rater :Employer Energy efficient appliancesILI,Rater Employer Rater Employer Construction (builder,developer, construction contractor, etc) ,;Rater IlEmployer ORater tjEmployer Other(specify): � Rater Employer Rater !;Employer `5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification#: 2572845 Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 9/24/21 at 3:48 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 Builder Affidavit A' Property Organization Inspection Status it a Tremae 3200 Bay Shore Rd Energy Rating Service Inc Results are projected Greenport, NY 11944 Matt Wahl Model: Custom Home 631-566-8439 Community: n/a Builder R1089-3200 BAY SHORE RD-MJW Sligo Construction Corp 3200 Bay Shore Rd, Greenport Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home. Builder agrees to allow the Home Energy Rating System (HERS) Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS@ Index Score:55 Builder Name:Sligo Construction Corp Builder Signature: Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 9/24/21 at 3:48 PM Ekotrope RATER-Version 3.2.4.2750 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report �o�O�tlFFO(,��® ELIZABETH A.NEVILLE,MMC ti �y Town Hall,53095 Main Road TOWN CLERKo= P.O.Box 1179 C.0 Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p • .F Fax(631)765-6145 MARRIAGE OFFICER '!' �� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �Oj �a FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: December 2, 2021 Transmitted herewith is a copy of application No. 5095 for a Cesspool/Septic Tank Construction Permit submitted by: Paul Davey for Custer Tackle Please review the application and location map and advise if the project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Signature Dated ELIZABETH A. NEVILLE G�1 Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 COD Southold, New York 11971 REGISTRAR,OF VITAL STATISTICS v A7 Fax (631) 765-6145 MARRIAGE OFFICER loo ATelephone (631) 765-1800 RECORDS MANAGEMENT OFFICER �f FREEDOM OF INFORMATION OFFICER ®'` southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 V or Non-Residential @ $25 Application No-f� Q,� nPermit No. Applicant Name �t���- �'/"re-LI Applicant Mailing Address I '��5 � Ie rs �%��Q l')fl of-� Septic Tank or Cesspool Brief Description of Proposed Construction or Alteration IUQ t13 Qpt% S 7 I/L_Lir 4M Location of Proposed Constructio�I/Alte TAM-(e CYL� r LteA- Owner of Property: � 1 eco r'm-V)y J�So 1" (A ®,� C� 5� Owner Mailing Address: 10,10 Owner Property Address: ! .20 0 �/�)� ����Qe 2e,�P LILJ Name and phone number of contact person Tax Map No: 1000 Section ll Block� Lot Cross Street �.�`�l•s ^� �� C NOTE: LOCATION MAP MUST BE SUBMITTED APPLICATION. NEW CONSTRUCTION REQUIRES SURVEYTHARTMENT APPROVAL Si of pplicant Date Received by: Dwyer, Nancy From: Dwyer, Nancy Sent: Tuesday, February 15, 2022 9:08 AM To: sligo87@gmail.com'; 'chrisneimeth@gmaii.com' Subject: 3200 Bay Shore Road Good morning Paul, I have the new survey with updated sanitary system which was dropped off yesterday for the proposed new house. When we spoke back in December, I had mentioned we needed the updated sanitary approval, as well as a survey/site plan which indicates the house distances to the property lines. This new one which was submitted only indicates the rear yard dimension. Rather then send you back to the surveyor, I will issue you the building permit, but Ie se note that ou U ntan�aiminmum'i'dis`_tanceof3a5feefro:rnyo:ur„frontyard boundary line If I scale the s rvey you provided,you are proposing the house at 35 feet,though.it is not written on the survey. It will be your responsibility to ensure that the foundation is constructed in the required location and I will note it on the permit as it is written. If you have any questions, please feel free to reach out to the building department. Thank you, .Vancy Dvyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 NO 5 o 13 13TLE SHEET O NOTE: 0 � DA71ON PLAN C:) ETA � L5 THE PROPOSED DWELL I NC HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2020 NEW YORK STATE RES 1 DENTI AL BUILDING CODE. s��� ,��RED ARC FIR57 FLOOR PLAN r�) E7A � L5 � NKT -/ 2. TH 1 S PROJECT SHALL COMPLY WITH: `�� ��� y- PLAN A 5E (:� ONE:) F 5E (� 7 � ON D THE RESIDENTIAL MECHANICAL CODE OF NYS CHAPTERS 12 THROUGH 23 THE RESIDENTIAL FUEL GAS CODE OF NYS CHAPTER 24 fi I THE RESIDENTIAL PLUMBING CODE OF NYS CHAPTERS 25 THROUGH 33 9TF ?9 4 6 y0 OF NE THE RESIDENTIAL ELECTRICAL CODE OF NYS CHAPTERS 34 THROUGH 43 NAILINC-7 E;) E: 7AIL5 3. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE. NAI r:) E7AIL5 =2227= cl AIR 5EALINO D � E7A 5 FRAS4Ne I 'p-' r r APPROVED AS NOTED 5ENERAL I �:) �� 7AIL5 '�11� icy ff j . JFU� F, B.P.# V-� 5 Vv'f` OUT -ATIFICATE All exterior lighting (r^�� R -F 2 o BY. installed,replaced or 4 V '%N V i FFY BUILDING DEPARTMENT AT A,J02 &AM TO 4 PM FOR THE repaired shall conform .OWING INSPECTIONS: � to Chapter 172 -OUNQATION • TWO REQUIRED of the Town Coder-CR POURED CONCRETE DO NOT PROCEED WITH ROUGH - FRAMINO & PLUMBINGLU FA�7I RNG UNTIL SURVEY INSULATION dJ V- 0 F FOUNDATION LOCATION �. FINAL - CONSTRUCTION MUST HAS BEEN APPROVED. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 3-- FireFire Lc cnration YORK STATE. NOT RESPONSIBLE FOR V p DESIGN OR CONSTRUCTION ERRORS. O required as perOL NYS Code Q PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE cc`�, PLY WITH ALL CO�JES OF w o CERTIFICATE OF OCCUPANCY NEW YORK SI ATE & TOWN CODES � O AS REQUIRED AND CONDITIONS OF } W r SOLDER USED IN WATER RETAIN STORAJ WATER RUNOFF SUPPLY SYSTEM CANNOT GFT UAfuTfTO CHAPTER 236 SOUTHOIDTOWN ZBA ri I BOARD �— 10 Z 0 z EXCEED 2/10 OF 1% LEAD. I1E TO'Vfd CODE. SOUTHOLDTOWN PLANNING >Y SOUTHOLD TOWN TRUSTEES Q O -A o , N.Y.S.DEC m z _ L�PjER LI Blower door m u [a TEStEnkk, EEFORE COV. :-,i, — and ductwork z TRUSS PLACARDlNG REQUIRED -Am testing required. -A W tu a -A -A o Must provide Manualsly O � D, 3 and S as per p O T,TVS Energy Code = z < 0 O v Q N O- � � z ttud � t� IL0kn < 11- Cam DHO NO DEC 0,1 Mll p Lo S � Ty.- 7T ,:OF a NOTE NOTE [ALL E NOTE NOTE: NOTE: ICE SHIELD TO EXTEND FROMEXTEND CHIMNEY TO THE BEST OF MY KNOWLEDGE,BELIEF AND THE PROP05ED DWELLING HA5 BEEN LUMBER THAT COMES IN CONTACT WITH THIS PROJECT SHALL COMPLY WITH THE PROFE5510NAL JUDGEMENT,THESE PLANS AND/ DESIGNED TO BE IN GONFORMANGE WITH THE ROOF EDGE TO A MIN. OF 24" RETE SHALL BE A.G.Q. LUMBER. HEIGHT AS NOTED ON PLANS MEGHANIGAL GODE OF NY. STATE, OR 5PEGIFIGATION5 ARE IN GOMPLIANGE WITH 2020 RE5IDENTIAL GODE OF NEW YORK. IN51DE OF EXTERIOR WALL LINE GHAPTER5 12 THROUGH 24. THE 2020 ENERGY GON5ERVATION GON5TRUGTION CODE. THE PLUMBING CODE OF NY. STATE, GHAPTER5 25 THROUGH 32. THE ELEGTRIGAL GODE OF NY. STATE, GHAPTER5 33 THROUGH 42. T; Q ROOF OVER ROOF Q 2" x 5" RIDGE CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT RIDGE HEIGHT -- -- 2"x 8" ROOF RAFTERS® I6 O.G. - 1/2" PLYWOOD 5HEATHING --— #15 FELT - ASPHALT SHINGLES(A5 SELECTED BY OWNER) — PROVIDE IGE SHIELD HAL ASP -ASPHALT T 12 SHINGLE 5HINGL 8 - - ® 12 — 8 IGE SHIELD ROOF OVER ROOF GLC. HT 2" x 8" RIDGE 11 IT 11 1111 11 1111111 CONTINUOUS RIDGE VENT I It 11 1111 2"x &" ROOF RAFTERS® 16" O.G. WIN HT U U.1 II/2" PLYWOOD SHEATHING Fm JI I' llIT111111111 I 111111 1 #15 FELT 11111 H Ll 11 1_111.11 11 IT 11 Lill II IT Il. ASPHALT SHINGLES 11111 HIT TRW _11 IT Il 11 PROVIDE IGE SHIELD v11 -mu LASHING O — 12 PHALT IGE SHIELD 5PHALT iE_i[ 12 tJl - 5PHALT 8� 8- INGLES SHINGLE > FIN FLOOR ASPHALTIGE SHIELD_ VINYL 51DING SHINGLE 5HIN6LE H 14 SEAL Illy 11 1 11 IT 11 ��RED AR,- WIN HT Ili IFIT /� �,N.K. jFy f I II IT 11 IT 11 1111111 1111 ti F v 1• VINYL 51DIN iIIITII lill 11 111 11 HITIIIIII 111 1111 11 111111 11 11 EWI 111111 lill 0 11 111111 111111 1 111 111111 1111111 — IT 11 IT 11 11 IT 11 1 INYL 51DING F �F NEW " DD11 IT 11 111111 11 IT 11 1111 111111 FIN FLO R ELEV. I I'5' III IT II I� 11 IIITII 11 11 IT II III 7rr. 11 111111 1 Ij_L1L_1L FIN FLOOR @ ELE\/. 11.5' GPASPACE AGGE55 W/ r r 11 11 Lill L5 111111 Hill Will HIJI, BILGO DOOR5 LATTICE WORK. LATTICE WORK. LATTICE WORK. AVG. GRADE 3' AVG. C DE @ ELE\/. G.3' �n `n cn tu cn all X 16" FTG. ( 8" X 16" FTG. 4" x 4" P05T ANGHORED ON REAR ELEVATION 10 � SONO TUBE BELOW GRADE FRONT ELEVATION 11 AND 4"49" ABOVE GRADE ul _ v 4 4 � m NOTE NOTE ALL LUMBER THAT COMES IN GONTAGT WITH IGE 5HIELD TO EXTEND FROM CONTINUOUS RIDGE VENT CONCRETE SHALL BE A.G.Q. LUMBER. ROOF EDGE TO A MIN. OF 24" CONTINUOUS RIDGE VENT IN51DE OF EXTERIOR WALL LINE — — 12 �I w 6 I� ASPHAL 6 W GONTINUOU5 RIDGE VENT p a: SHINGL N IGE SHIELD- IGE SHIELD w m iu GLC. HT } O -O" WIN T -O" INYL SIDING 1-0 v La VINYL 510IN6 ;' 1L O Z } CONTINUOUS RIDGE VENT p/ Z CONTINUOUS RIDGE VENT _ ly Al 612 12 � 0-p � FIN FLO R j,.Ir j ==ICE SHIELD 00 VINYL SIDINGm I m _o, A 0 VINYL SIDING IIIIII -O>� WIN OPEN 'f- Q v m O Sy�ti� PO1�GH _ 4 � z � � � p p 00 111111 1111 11 IIITII 11111 ~ p O IIITII 111111 IIIIIIJIITII III 1z p11 IT 11 1111 FIN FLOOR ® EL 11.5' FIN FLOOR ELE\/. 11.5' w Lu IT 11 r t 0 L -II AVG GRADE Q Z N ELE\/. cl 3' AVC GRADE ELEV. a.3' AVG GRADE ELE\/. a.3' 4L 77 D ® ELEV. .3' O AVG GRADE � L m T �t w — v �- N a < o 4' x 4 P05T ANGHOREDON 10" SONO TUBE BELOW GR � ADE LE�T 51�� ELEVATION_' AND 4"-6" ABOVE GRADE R1CHT 511E ELEVATION D C O II I M50L LEOEND NOTEI I. DOUBLE ALL FLOOR J015T5 UNDER PARTITION5 AND NOTE! POSTS ABOVE. NEN GONSTRUGTION DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 5TAIR WELL OPENING. POSTS ABOVE. TO BE REMOVED2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 40'-0" STAIR WELL OPENING. L.V.L., GIRDERS, ETG. SHALL BE 5UPPORTED DOWN TO 26'-4° FOUNDATION, FTG'5, AND OTHER 5TRUGTURAL 2. ALL 5TRUGTURAL 'S RAL GOLTHAT SUPPORT ANY HEADERS EX15T'O STRUCTURE GIRDERS OR HEADER5 A5 NEGE55ARY. L.V.L., 6IRDER5, ETG. SHALL BE SUPPORTED DOWN TO 141_411 4'-O" 3'-0" 3'-0" T-b" 3'-O" NEW GONGRETE FOUNDATION, FTO'S, AND OTHER 5TRUGTURAL 3. ALL PLYWOOD 5HEATHING SHALL BE GONTINUOU5 OIRDERS OR HEADERS AS NEGE55ARY. DI.SIONATES DETAIL VIEW FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY H D DN. HOD DN. - 5EGONDARY ROOF 5Y5TEM5, 6ARAGE5, OR GOVERED 4" x 4" P05T ANCHORED ON / �— D3.SIONATES SHEET NUMBER PORGH'S. (ETG) IONP SONO TUBE BELOW GRADE AND 4"-6" ABOVE GRADE X- # v Q 7 - A (2) 2"x 8" HDR o ~ m D=SIONATES SEGTION VIEW 12'-4° 4 � � X 3'-0, O � �i r-, � u� �ri NOTE x x x DESIONATES SHEET NUMBER ALL LUMBER THAT GOME5 IN GONTAGT WITH HOLD ON. V- t� 2 x 8 NAILER m GONGRETE SHALL BE A.G.Q. LUMBER. la", " x IO" GIRD cl " x 10" GIRDE � Q b" GONG FOUNDATION WALL W/ D . " GONG PIER I6" x b" GONG FOOTING. ® I ED SOLID /W 24" x 4" x 12" FTG. GRAWL5PAGE ACCESS W/ 8'-b° BILGO DOORS � � N x , O= GSAWL SFACEIL N 4'-0" CEILING HT. �_ w ®- 2" GONG. SLAB ® = Jm " psi" vi " z � o O "" R-30 IN50LATION IN FL. JT5 m �fl o > 4F I-oil SEAL 8'--I" 8'-7" b'-7" _ �R E D A R 0 12'-4" R-1q INSULATION d Q y RUN PERPENDICULAR 12" RAISED BOILER PLATFORM AL OVER G.J. (3) 2" x 10" GIRDER (3) 2" x 10"GIRDER (3) 2" IO" GIRDER a - c� + GEILING JO15T5 r 16" x b" GONG PIER 23'-b" ® (jr) ILLED 50LID/W L L14 24" x 24" x 12" FTG. 9� 0 2 9.4 6 5 y0 F OF NEW R-la INSULATION BETWEEN GEILING J015T5 �t 2-2" x 4" TOP PLATE IEXCA\ /I I� AM_1 �1/2" GYP BD. Q o o - V Irl Y � BACKFILL TO STUDS "' 2z_ ' � '' N a596 GOMPAGTION ® = R-30 INSULATION IN FL. JT5 ® _ ILI �m _j �- L - 2'-0' • `� it `� 25'-b" N (TYP) ATTIC, INSULATION DETAIL � b" GONG FOUNDATION WALL W/ � n.t.s. I6" x &" GONG FOOTING. HO D DN. 2" x 8Bu ® 8" NAILER LAG OLTED HOLD DN. m V NOTE �p 'z 1z ALL LUMBER THAT COMES IN CONTACT WITH 4" x 4" P05T ANCHORED ON GONGRETE SHALL BE A.G.Q. LUMBER. 12"0 SONO TUBE BELOW GRADE LL AND 4"-6" ABOVE GRADE 2 2" x b" HDR 2 2" x 8" HDR 2 2" x 8" HDR (2) 2" x b" HDR N m V �- RST FLOOD N � H LD O •d- w � — 6'-4" 6'-4" A T T A C,H� I S T OFT O I C to m 26'-4" 25'-0" 0 "SIMPSON' HDG6 OR tu "SIMPSON' PHD5 2-I6d COMMON 1151MP5ON" A51'-4" > Ir 2-I6d COMMON NAILS® b"O.G. 12" BE RJ NAILS® b"O.GW . FOR FULL LENGTH H EARING ON 4 FOR FULL LENGTH OF STUD ALL STUD Q b CONCRETE WALL ° OF STUD Z p p 1� BLOCKING® O r ENDWALLfOV I VATI O I� PLAN Af+�I�i W BLOCKING® = 5/b" A.B.® 45"O.G.WITH U- 0 Z ' 3"X3"X 1/4" PLATE WASHER ENDWALL I/Q"= I'- O" N OC Z ONE#4 t- W 111— p ° a RBAR2"xb"SILL PLATE zQ J z ° WS CONCRETE MALL POST CO NCJION P _ L5 INLS in t- )-- m � Nm �. a m ' 5/5"m THREADED ROD EMBEDDED ¢0�` 3 I/2" �• FOR HOLD-DOWN ANCHOR 121/2" INTO CONCRETE F ANCHOR 2" x 6" FLOOR JT5® I6" O.G. � 5/b"X12"ATR ANCHOR 30° \h�GO �\\J. BOLT SPED I F GTI ON 2x6 DECKING DECORATIVE MOLDING 2-2„ x 8 HEADER O m �. MIN.5.5”EMBEDMENT 4" x 4" P05T ANCHORED ONQ z SET IN AGRYLIG TIE 12"MAX 12" MAX 10"(P x 36" FTG. BELOW GRADE ki In O ADHESIVE GqT) b" MIN b" MIN 6-bd COMMON AND 4"-6" ABOVE GRADE 0 ry -' Q "SIMPSON" z 3-I0d COMMON O O 6-bd GOMMION 0( Z - FILLER STRIP O 2-I6d COMMON 5THD14RJ d AB POST BASE BY 51MP50N �- N RIM J015T NAILS® 6"O.G. FOR FULOF STUDL LENGTH N d I- O O 12"BEARING ON ' ' O :_3 _ WALL STUD "51MP50N"HOW OR PORCH DEVIL TO HDR. $ w �� "SIMPSON"PH06PORCH COL'S TO HDR. 3'_q, 2-16d COMMON ANCHOR BOLT® 36 O.G.FOR 2 STORY NAILS® 6"O.G. J'ANGHOR BOLT® 12" O.G.FOR 1 STORY CONNECTOR POST W/ FTG. CONNECTIONQ Z °° OF STUD v 4 d ° FOR FULL LENGTH J'ANCHOR BOLT® 5l"O.G.FOR SLAB ON GRADEtu O to FOUNDATION ANGHORAOE DETAIL ° 'ANGHOR BOLT® 23"O.G.FOR 2 STORY lu ONE#4 'ANCHOR BOLT® 46"O.G.FOR I STORY v O v PLAN VIEW � REBAR .�•, •. t ®R J'ANCHOR BOLT® 36"O.G.FOR SLAB ON GRADE ~ C(A5 PER WFGM TABLE 5.2�) a °° d° 51m Son 5tron -Tie ANCHOR BOLT® 36 O.G.FOR I-3 STORIES I.MIN.7 EMBEDMENT INTO CONCRETE ABp g NOTE w/3"5GUARE WASHERS AND END NUT SETUP (X J fY to < I.MIN.7" EMBEDMENT INTO CONCRETE °, d ° v °• A,' .° ° Q 11 V 1 < �c ALL LUMBER THAT COMES IN CONTACT WITH w/3 SQUARE WASHERS AND END NUT SETUP ° �' 2,ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR ° CONCRETE SHALL BE A.G.Q. LUMBER. DWC NO 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR ���� a• d d OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS ��¢ y 3. 1 -ANCHOR BOLT IS TO BE LOCATED BETWEEN b"MIN. J'pa (A 0 "\a J/b"PTHREADED ROD EMBEDDED 3.1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. M/ 3 12 1/2INTO CONCRETE TO 12 " MAX.FROM ENDS OR CORNERS `> •: i Y TO 12 MAX.FROM ENDS OR CORNERS �! 4.GONG.BLOCK TO BE FILLED 5CLID® ANCHOR BOLTS. 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 21 10R * ANY ROOF PITCH 1:12 OR GREATER GON3TITUTE5 AN ADDITIONAL STORY NOTE! 401-011 I. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND 26'-4" 13'-8" P05T5 ABOVE. NOTE! DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND ALL EXTERIOR WALL5 BEHIND TUBS 5'-8" 13'-2" 7'-6" 5'-2" 8'-6" STAIR HELL OPENING. NOTE! It SHOWERS SHALL BE INSULATED 2. ALL 5TRUGTURAL GOL'S THAT 5UPPORT ANY HEADERS ATTIC AGGESS MUST BE BACKED 4 FINISHED WITH GYP BD. BEFORE L.V.L.,GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO WITH R-10 RIGID INSULATION. INSTALLATION OF FIXTURES. FOUNDATION, FTG'5, AND OTHER 5TRUGTURAL GIRDERS OR HEADERS A5 NEGE55ARY. 3. ALL PLYWOOD 5HEATHING SHALL BE GONTINUOU5 401-0" 4-0FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 5HEARHALL 5EGONDARY ROOF 5Y5TEM5, GARAGES, OR GOVERED 7'-II" l0'-5" 5'-b" 161-211 ® PORG 15. (E G) A (2) 2 7n, SEAT 3'-811 DOUBLE ROOF RAFTERS 4 `� p 4 _ TRIMMERS AROUND SKY-CITES u- _ 00 O TH GL ' SELOW " 2"x 611 D GKING HOLD ON. �HEAii TALL '� SHARHALL ARHAL � HOLD ON.41-011 L4'-0" 4 J� 4'-O" SHOWER EA '-0" 2' 4'-0" Q 5HEARWALL * SHEARWALL N SHEARWALL • 4 3 125 GFM Q ® « ® �,© EA LL (2) 2 x 8 HDR ) 2 x 8 OR 2) 2 8 HD 2) DR (2) 2 x 10 HDR 2) 2 x 8 HDR (2) x 8 HDR = „ INSTALL PRE-FAB WOOD BURNING FIREPLACE AS PER MANUFACTURERS q_2 E- m 5PEGIFIGATION5. v "'�' MU5T PROVIDE IN5TALLATION UU p 3-6 REF. 11 O ® O'-b"VAULT.G G. GJill � 261-011 MANUAL ON SITE FOR BUILDING � � 51-011 ~ � N IN5PEGTOR TO REVIEW _ I w _ 4i A I G U- 1z mN LL C) U NOTE: _ - O� �x VAULT LINE N V.L. - - ) 12 aM w O 4 `? oc 5MOKE DETECTOR t V p N p o n Q CARBON MANOXIDE DETECTOR 15-2 ATH tY 3'-6" r N BILGO DOORAr N N x I Irl I I�tC7001"I � � OOI_I- ~ q TO BE HARDWIRED U M.V. b VAULT.GL6. p = INTERCONNECTED <t Q -O GLC. HT 4) N tt p (01 O O = (DD m W-O" GL6. HT +� x - S � O O 25 M Q 4 1L - Q x N 10'-b"VAULT.GL6. Q GLOTHE5 DRYER VENTING NOTE G O O � ELEc �m DRYER TO BE VENTED TO THE EXTERIOR - 5.D. HALL OF DWELLING AND SHALL COMPLY ELEG. v N ELEG. (V S.D. HALL 77 11 11'-4" WITH RMI502. S.D. }GDET. N o z 211 X IO" HDR ELEG. I O DOUBLE CEILING S.D. 11 JOISTS AROUND Q 3'-b" L 2-O ATTIC AGGESS ATT 1 ii.__11 I w x Q GGES L G DN p <v ❑ a'-O" GL6. HT `� M.V. /� T-5" 3'-0" 4 HALL = 4 = 2" x 12" RIDGE �' SEAL m 4" x 4" POST a ELEG. 5/8" TYPE "X" GYP.BD. T. 5. Q = m N �,_5„ N 2 x 12 RIDGE Q REU ARC 125 GFM S.D. m h 13'-O° L \ / G M ON WALL5 AND CEILINGS 0 s ��5 J��N.K• TFy��� Y DET. (2) 13/4" x 11 115" LVL FLUSH HDR 2" x 10" HDR. u� RA15ED BOILER PLATFORM _, _ .e p 21-411 10'-8" 5'-10" 11 ELEG. " " 24-4 5 D� � (2) 13/4 x a I/4 LVL FLUSH HDR � NOTE: m X 1� ST i� 4 9 0 2 9 4 0 0 2--0" DOUBLE ALL FLOOR JOISTS Z IN5TALL FIBERGLASS N T p F v _ PAN FOR HASHER d 3'-O" O UNDER PARTITIONS ABOVE. p= ^ DOUBLE ALL FLOOR J015T5 J (Ji , DRYER 20-CFM. 9 AND TRIMMERS AROUND � '- eARAe = ►`- o = 3'-10" 6L. DR. O= 5TAIR HELL OPENINM/1 1011IM11G. o= �; x 4" GONG SLAB o N � ❑ O �' _ ' _ �' zt 5 8" FIRE-RETARD = - to �'\ ® 8� _ -' 13'-O" \ / �I / _ ° O L I Y I NG 00� C) ® r om LL- 6YP5UM BOARD ® X x n `fix x CEILINGS WALL5 _ � m q-O GL6. HT 'T A5 PER CODE �'m m z 8'-0" GL6. HT ® ® Racy 21_ �� -i D z �_ 11 R-30 INSULATION " - m T �, 8 O GL6. HT '� to } o o IN GEILING G Q N 0 N U N N x � 2 PITCH 15'-2" N 4" x 6" POST C, 101-6" 17 (3) 1 3/4" x II 7/8" LVL HDR -� x (2) 2" x 8" HDR (2) 2" x 8" HDR (2) 2" x 8" HDR ''nn (2) 1 3/4" x II 7/8" LVL HDR. I V .; Q Im OLD DN. *� � '°'"�(2) 2" x 10" HDR. BUILDING LINE ABOVE � SHE:ARWA� 4'-O" - 2'-0' ® J. 4'-011 0 0 SHEARWALL V o Q o o r p o o Q 21 011 5 EARWAL 5HEARWALL 5HEA4RWALL L 5 EARWAL ZD Q u o - �n x x I O�GI 1 (Y N N " -" �j N "- ® N o � � � N 3 N o ® ® ® ® x A C IwI NOTE: {- z 0 0 I L O Y`4 DOUBLE ALL FLOOR J015T5 r 2" X 6" DECKING x =' o m =' o 4 UNDER PARTITIONS ABOVE. N m N DOUBLE ALL FLOOR J015T5 24'_4" AND TRIMMERS AROUND +t (2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. x 5TAIR HELL OPENING. �Q u� o (2) 2" x 10" HDR. 41-011 0 v 5HEARWALL ,�© 6'-8" 131-411 13'-211 b'-10" Q tu 311 41-0" I 11 I II 1 11 5EARWALL OL 6 -10 51-1011 Ir 401-011 31 to ff 1 1 11 1 II _ 13-4 II-8 SECOND FLOOR FLAN to � 26'-4" _ 25'-0" SEGOND FLOOR = 1280 50.FT. 1/411= I'- 011 } - v o A. F0 CH CONNECTION � 7A I L5 z o HEADER A5 0 t- 4 `�" 14-I6d COMMON NAIL5 NOTED ON PLANS �/ � (BEAM) 1L O ),- NOTE } G I PLAN T_ , z I �TLOO P�1.. 1�i ALL LUMBER THAT GOME5 IN CONTACT WITH 51MP50N I- to _ 1 I CONCRETE SHALL BE A.G.Q. LUMBER. STRAPPING® Ib" F- } Qr -J FIRST FLOOR I Ill 50.FT. 1/4 - 1- O 12 •° S5IMPSON STRONG-TIE BOLT5®Ab" 51MPSON 121E fa OL O 14-I6d COMMON NAIL5 AG4 EA.SIDE � Z 0 � OARAOE 531 50.FT. Q 5 (P05T) PORCH 154 50.FT. P05TIN6 A5 NOTED z O TOTAL FIRST FLOOR = 1,8g2 50.FT. TEWS ON PLAN SIMPSON U210 HGR® IFa" —1 m (� IAI 2"x6"R.R.® Ib" O.G. 2"xb" R.R. ® 16" O.G. PORCH/RAFTER/61RDER CONNECTION PETAL tu tu �O��OINN �ON ��ION 3-I0d COMMON n.ts. (Y1 L� 1/20 LAG. BOLT 5I P P NG ® Ib" Q m 5 OON� FLOOR ATTACHMENT ® 24 O.G, 14-16d )COMMON NAIL5 C 51MP50N 12127 ®FI®N5 2"xb"GJ. ® Ib" O.G. FILLER STRIP 6-8d COMMION EA. SIDE z 2-2"x10" HEADER ° O p UL "51MP50N" HDQS OR 1/2°LAG. BOLT s "51MP5ON" GM5TGI6 "51MP50N" PH06 COV. ® 24 O.G. - O - „ DECORATIVE OD G 2-I6d COMMON 12" BEARING ON 2-I6d COMMON TECO'S WALL 5TUD °° NAIL5® 6 O.G. PORCH I • (� O NAIL5 6" O.G. FOR FULL LENGTH PORCH COL. TO H®R. @ P®RGH/RAFTER/GIRDER Q OF STUD R.R./G.J. TO DWELLING CONNECTION DEVIL 1 (POS)MMON NAILS � AG6PSON STRONG-TIE � W -II ROOF CONNECTION z • °° n.ts. BLOGKING ENDWALL ®� BLOGKING® Jtu Q ()1 2" x 6"FLOOR JT5® 16" O.G. ENDWALL 2"xb"DECKING 2 xb" DECKINGtu DECORATIVE MOLDING 2-2" x 8" HEADER O v v 2" x b"FLOOR JT5® 16" O.G. I lop, 4" x 4"P05T ANCHORED ON ° 10"P x 36"FTG.BELOW GRADE 6-Sd GOMMION AND 4"-6" ABOVE GRADE V IL �11 5lmp5on Strong-Tie fY fY d 1/20 LAG. BOLT 6-8d GOWION AB L OL v 0) d C! 2-I6d COMMON "51MP50N" HDQS OR ' ® 2411 O.G. FILLER STRIP 3-IOd COMMON a AB P05T BASE BY 51MP50N DWC� NO NAIL5® 6"O.G. "51MP5ON"'PHD6 TEG05 a ° FOR FULL LENGTH OF 5TUD GRADE � LT ®/4'O.GG(�NO�ORY HOUSE) '- FLJ TO DWELLING PORCH COL'S TO HDR. PORCH DEVIL TO HDR. CONNECTOR P057 W/ FTG. CONNECTION a..,� . 2 M�N��� SI DEGOVER 5" THRU ROOF FLOOR d0 S75 FRA I Nr__=;-;7 D 7A L5 DRAIN, NA57E � VENT NOTE: 114" ABOVE ROOF I ® U MATERIALS FOR DRAM,WASTE d VENT SHALL COMPLY BLE HT3SIZE EF3002.1 DRAIN, KA5 $ 4" SYMBOL R. O; DIM.. WINDOW MODEL STYLE PNMT. LEAVE 1/16" - 3116" CAP, SEE MANUFAGTURER'S 'VENT PIPE. EXISTING 0 a 5 115 x 4 8 7/8 ANDERSEN 3046-3 D.H. I WOOD I-JOIST NAIL TO #EEa.. RECOMMENDATIONS DOUBLE HEADER JOIST WEB STACK © 6'-3 318" x 4'-8 7/8" * ANDERSEN 3046-2 D.H. 5 BACKER BLOCK FROM EACH2"t METAL JOIST INSTALLED TIGHT 51DE 2„ 2„ ©* 3'-2 115" x 4'-8 718" * ANDERSEN 3046 D.H I HANGER TO BOTTOM OF 0 3'-0 118" x 3'-0 7/8" ANDERSEN 210210 D.H I TOP FLANGE 1 1/2" 1 1;2" 3" 1 1/4' 1 1/2" 3" 1 1/4" 1 1/2" E 2'-2 118" x 3'-O 7/8" ANDERSEN 2021'0 FILLER BLOGK Q O D.H.D'H' WOOD I-JOIST ** 2'-8" x 2'-0 5/8" ANDERSEN A-281 AWNING 2 2"±28 I/2" x 38 I/2" ANDERSEN RV-2838 SKY-LITE I ICHT FIT ° °WASHINC SECOND FLOOR MACHINE * WINDOWS MEET EGRESS REQUIRMENT5 (SEE CARPENTRY NOTES.) FILLER PANEL, WEB STIFFENER ** THIS WINDOW MUST BE TEMPERED SAFETY 6A5 IF NECESSARY / 2" 2" 3" 211 21 3" 211 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENGY WEB STIFFENER EACH LEAVE AN16" - 3116" CAP, SIDE; MAY BE REQUIRED WOOD I-JOIST SEE MANUFACTURER'S O. FOR JOIST STABILITY, RECOMMENDATIONS G.O. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. R310 MIN OPENING OF 5.7 SQ. FEET HANGER GOMPATIBIL ITY, 3" ( 5.0 SQ. FEET ® GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ OR JOIST REACTION 3 SEARING WALL BELOW BEARING WALL ABOVE MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED ETA I L 2" 2" FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. IST 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES WC OOD I-JOIST ONNECTION N.T.S. I I/2" 3" 1 1/4" I I/4" I I/4" 3 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO WOOD I-JOIST HDR. DETAIL WEB STIFMNCR DETAILS N.T.S. WOOD I-JO IST FIRST FLOOR :�) DOUBLE-HEADER OOR �� DU 2" X 6" SQUASH BLOCKS SOLID WOOD 2" 311 2 - 31 - - SYMBOL " DOOR SIZE- DOOR T'I`DE P��'iT. _ _ _ _ __ - _ BLOCK FILLER G.O. -- 2" 2" I G.O. BAGKER BLOCK INSTALLED 311 - I 3068 SWING (EXTERIOR) 1 TIGHT TO BOTTOM OF 3 ' " 2668 SWING (INTERIOR) 3 TOP FLANGE. 2068 SWING (INTERIOR) q F.A.I. 6068 SLIDER (EXTERIOR) GRANL SPADE 4068 SLIDER (INTERIOR) 2 6 3068 SWING (INTERIOR) 2 I I/2" 7 2868 5WIN6 (INTERIOR) 1 WOOD STAIR z G.O. I CARRIAGE O 8070 OVERHEAD GARAGE 2 4" G.I. HOUSE TRAP IN 2868 SWING (EXTERIOR) METAL FRAMING ANCHOR N I AT EACH SIDE. > }� /� IT w/ STL COVER 1 2868 FIRE RATED 5WIN6 (INTERIOR) 1 1) I �VRAM 4" G.I. 11 30(8 BARN STYLE SLIDER (INTERIOR) 1 3/4" RIM J015T METAL N.T.5 GPX PLYWOOD EXT. GRADE STIR G�4RRI6e DETAIL N.T.S. SEAL INSTALL W/ FAGS GRAIN HORIZONTAL BRED ARC NATER SUPPLY $ DISTRIBUTION NOTE: \5� N.K• TF y% I. SERVIGE FOR NEW BATHROOM WILL BE TAKEN FROM THE EXISTING WATER SERVIGE. v 2. WATER DISTRIBUTION PIPING d FITTING SHALL * °" COMPLY WITH R.G.O.N.Y.5. TABLE P2g04.5 WATER WOOD I-JOIST AS RIM w < DISTRIBUTION,FOR MATERIALS d TABLE P2gO4.b JOIST, NAILED TO TOP PLATE cr) PIPE: FITTINGS,FOR MATERIALS. BELOW W/ 8d NAILS 6" O.G. 9� 02 9 4 ° WEB STIFFENER EACH SIDE i F OF NEw IF NECESSARY. ,0 I-1/4" TIMBERSTRAND LSL ° OR TJ-STRAND RIM BOARD 2" x 12" RIDGE ° ��T�I � � CONTINUOUS RIDGE VENT WOOD I-JOIST 2"x 4" COLLAR TIES® Iv" O.G. BEARING WALL BELOW CANT. DETAIL N.T.S. JU 2"x 10" ROOF RAFTERS® I6" O.G. ��T�I i.. 1/2" PLYWOOD SHEATHING (� #15 FELT ASPHALT 5HIN6LE5(A5 SELECTED BY OWNER) RIM JOIST DETAIL N.T.S. PROVIDE ICE SHIELD PLACE AND NAIL JOISTS EACH S DE Q 2"x S" CEILING J015T5 ® 16" O.G. FILLER BLOCKING WITH 2 ROWS OF IOd NAILS @ 12" O,G, CLINCHED WHEN POSSIBLE. ' 12 FULL LENGTH OF JOIST STAGGER ROWS FROM OPPOSITE v 6 2- 2"x 4" TOP PLATE ° SIDES BY 6". ° ° 13" GONTINUOU5 SOFFIT VENT f- 2 x I STUDS ® 161, O.G. yyyym 1/2" PLYWOOD SHEATHING VAPOR BARRIER DOUBLE LAYER OF 2"x 4" 5TUD5 ® 1611 O.G. R-3 INSULATION BOARD R-Iq INSULATION 1/2" PLYWOOD 5HEATHINO r:)ETAIL m L) VINYL SIDING (A5 SELECTED BY OWNER) RUN PERPENDICULAR W/ 1/2" GYP BD VAPOR BARRIER v I V_ 2" X S" NAILER R-30'INSULATION W/ DOUBLE UBLER-IqINSUL LAYER ON R-3 INSULATION BOARD DOUBLE JOIST CONSTRUCTION N.T.S. � N 1/2 GYPSUM BOARD. R-15 INSULATION W/ VINYL SIDWG(A5 SELECTED BY OWNER) O 0 RUN PERPENDICULAR v W/ 1/2" GYP BD 1/2" GYPSUM BOARD. C- N 2"x b" ROOF RAFTERS® 16" O.G. GL BEDROOM 2" x V NAILER Q m 1/2" PLYWOOD SHEATHING $EPROOM #15 FELT 10'-b" VAULTED GLG S'GLG HT 1/2 6" ROOF RAFTERS ® I6" O.G. W I/2" PLYWOOD SHEATHING W �-- ASPHALT SHINGLES(A5 5ELEGTED BY OWNER) #15 FELT Il PROVIDE ICE SHIELD 12 ASPHALT 5HIN6LE5(A5 5ELECTED BY OWNER) O 2" X 6" CEILING JOISTS @ Ib" O.G. 6� R-15 INSULATION W/ 12 5 PROVIDE ICE SHIELD Q I/2" GYPSUM BOARD. 3/4" SUB FLOOR GLUED AND NAILED 12" O.H. E- � 3"CONTINUOUS SOFFIT VENTpig O O (2) 1 3/4" x 1110'LVL FLUSH HDR Ul O r R-15 INSULATION W/ tL O Z I/2 GYPSUM BOARD. (2) 2 x 10 HDR Z 13/4 XII /8 TJI FL00 JOISTS® I6 O.G. 2" x b" GEILING J015T5® 16" O.G. T F lU 2" x b" NAILER W/LAG BOLTS Ci O 2" x 8" NAILER W/LAG BOLTS KITCHEN LIVING ROOM TURN DOWN P05T 2 x 6 DECKING q GLG HT g GLG HT u �OR�i-f 2 x 6 O A! DECKING Z 36" RAILING Z n w !1 2" x b" FLOOR J015T5® 169" O.G. -A R-13 INSULATION W/ 1/2" GYPSUM BOARD. (2) 2" x 5" HDR m 3/4" SUB FLOOR G ED AND NAILED 4" x 4" P05T ANCHORED ON z0 jr (2) 2 x 8 HDR oe 12"41) SONO TUBE BELOW GRADE Q O O AND 4"49" ABOVE GRADE ILS - 13/4" XII 1/8" TJI FLOOR JOISTS® 16" O.G. R-30 INSULATION LATTIG WORK Z GRADE (3) 2" X 10" WOOD 4 ORA& SPACE GIRDER. �- tr 2" GONG.5LAB tr •'• ~ O _ 8 x Ib GONG. PIER t�;, �:.;' 2 x b FLOOR J015T5 ® Ib O.G. F- O 2" x V NAILER H/LAG BOLT5 O _ 4" x 4" POST ANCHORED ON 10 SONO TUBE BELOW GRADE n AND 4"-b" ABOVE GRADE 51LL SEALER �l 24"x 24"x 12" FTG. TERMITE SHIELD Q Z — 0 — ANCHOR BOLTS 2- 2"x 6" GGA 51LL O DAMP PROOFING11) CIL O O Q 5" POURED CONCRETE FGUNDATION WALL. O z Z w I6 x 8 GONG FTG H/4 x 2 KEY p �/ Q 1'L jIL 0 0 Q l- Q �- NOTE DWC NO T I ® I ( I w I ALL LUMBER THAT COMES IN CONTACT WITH CI � �/� '� CONCRETE SHALL BE A.G.Q LUMBER. 1/411 = I I_ 0 ll 8d a 6" oG toed in L along braced wall- Roof Sheathing Attachment Requirements for Wind Loads - Exposure B TOP PLATE eed( 90 loo 110 12o Iso Three Gus n 6" STRUCTURAL 5HEATHIN6 8d COMMON NAILS a 6" O.G. ON EDGE5 ZE F E F e F 57F E F ONLY Rafter/Truss Spacing Maximum Nall Spacing for 8d Common Nails TOP PLATE 1/2" MIN. STRUCTURAL cV (Inches,o.c) or IOd Box Nails(Inches,8.c� 4 Sheathing Location: WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 b 12 6 12 6 12 a 12" O.G. ON AT STUD TO FLOOR A55EMBLY TO SILL PLATE(5)CONNECTION FIELD ONLY o 6 Interior Zone Ib b 12 b 12 b 12 6 12 6 12 FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 50LID BLOCKING BETWE Iq•2 6 12 6 12 6 12 6 6 b 12 FOR Ck OF EA. PLATE TO PLATFORM BELOW- SIMPSON HDU4-SD52.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 d COMMON NAILS @ Ib"O.G. 5 PLATES 8d COMMON a 6" OG ALONG 24 6 12 6 12Fb b b b 6 12 VV �g" DIAM. ATR (ALL THREADED SOLID BLOCKING BETWEEN LEN6HT OF BRACED WALL PANEL Al ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12 6 12' 6 12' SILL PLATE '• •�� OF ANCHOR IN CONCRETE 15 10" PLATES 8d COMMON a 6" OG ALONG • MIN.. USE 51MP50N SET EPDXY-TIE LEN6HT OF BRACED WALL PANE Perimeter Ib 6 12 b 12' 6 12' 6 b 6 6 ANCHOR BOLTS ! HIGH 5TRENOTH EPDXY ADHESIVE Edge Zone TO SECURE ANCHOR, DRILLS/4° 19.2 6 12' 6 12' b 6 6 6 6' 6° 3-Ibd®I6" G b 12' 6 6 b' 6 6' 6 6' 6 along braced wall DIAM. HOLE FOR EPDXY. FOLLOW 24 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rakc Truss w/Lookout 6° b° b° 6 6' 6 4. 4 44 44 Block TOPERPENDICULAR RAFTER• able Endwall Rake or Rake Truss w/o Rake ove b 6 6 6 6 6 6 6 6' be END SHEARWALL SLAB ON GRADE - - - - s _ __.. _ O D SHEATHING Rafter/Truss Spacing Minimum Number of 8d Common Nails sheathing Size (Inches,o.rd or IOd Box Nails per Support Ixb or Ix8 Sheathing 12-19.2 2 2 2 2 1 2 IxIO or Larger Sheathing 12-19.2 'S 3 5 3 3 L L E - NAIL SPACING AT PANEL EDGE5(in) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(In.) z 8d a 6" oG toed In O along braced wall I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET 0 GABLE END ON EACH 51DE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 1} REOUIREMENT5 SHALL BE USED. 7L6 JTS 2. TABULATED 12 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® Ib"O.G. FRAMING MEMBERS WITH 6>0.49.FOR FRAMING MEMBERS WITH 0.42 <_G <0.49 THE NAIL TOP PLATE 8d ® 6" or- toed o (ONLY APPLIC ABLE FOR TWO STORY CONFIGURATION5): 5PACIN65 SHALL BE REDUCED TO 6 INCHES O.G. along braced wall n o 6 FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 3. TABULATED 6 INCH O.G. NAIL 5PAGIN6 A55UME5 SHEATHING ATTACHED TO RAFTER/TRUSS SEAL 1/2 MIN. STRUCTURAL GL6 JT5 FRAMING MEMBERS WITH 6>0.49 FOR FRAMING MEMBERS WITH 0.42 < 6 < OAq THE NAIL WOOD PANEL 8d COMMON NAILS L LSPACINGS SHALL BE REDUCED TO 4 INCHES O.G. `� N.K. 7 / TOP PLATE PLATFORM BELOW- 1 Ib d COMMON NAILS® Ib"O.G. 4. TABULATED 4 INCH O.G. NAIL 5PAGIN5 ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 Co\ J�� Fye �F ® 6 O.G. ON EDGE5 6" FRAMING MEMBERS WITH e> 0.49 FOR FRAMING MEMBERS WITH 0.42 < G < 0.49 THE NAIL Q -y A ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.G. ad COMMON NAILS 5. TABULATED NAIL SPACIN65 A55UME A BUILDING LOCATED IN EXP05JRE B. = o 3-Ibd®16"oc ® 12" O.G. ON CP 8d COMMON NAILS along braced wall FIELD ONLY ® 12" O.G. ON 9� 0 2 9 4 65 y0 AT STUD TO FLOOR A55E43LY TO SILL PLATE(5)GONNEGTIONSIMPSON HDU4-SD52.5 HOLDDOWN = FIELD ONLY 0 F N FOR STRAP- 3 5 d COMMON NAILS® EA.END OF STRAP W/ 5�8" DIAM. ATR (ALL THREADED 8d COMMON NAILS FOR G OF EA. PLATE TO PLATFORM BELOW- d COMMON NAILS® I6"O.G. ROD) ANCHOR, EMBEDMENT LENGTH a 6" O.G. ON EDGE5 OF ANCHOR IN CONCRETE 15 10" 3-I6d®I6"or- ONLY FLOOR JOIST MIN.. USE 51MP50N SET EPDXY-TIE along braced wall SILL PLATE ; •; HIGH STRENGTH EPDXY ADHESIVE 8d a 6" or- toed In AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® Ib" O.G. TO SECURE ANCHOR, DRILL along braced wall (ONLY APPLICABLE FOR TYJo STORY CONFIGURATIONS): ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L PLATFORM BELOW- I 16 d COMMON NILS® Ib" O.G. POURED CONCRETE/ 10 MASONRY 6 FOUNDATION 0 8d COMMON NAILS a 12" O.G. ON END BRACED WALL ON FOUNDATION 1/2" MIN. STRUCTURAL FIELD ONLY = WOOD PANEL 8d COMMON NAILS WALL Ila O.G. ON ED 0E5 ONLY 3-16d®I6"oc along braced wall AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® 16"O.G. L FLOOR,JOIST; (ONLY APPLIGIABLE FOR Two STORY CONFiGURATioNS): RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B p 1 Dead Load Assumptions: Roof Assembly DL= 10 psf SILL PLATE : J - ', FOR STRAP- 3 8 d COMMON NAIL5® EA.END OF 5TRAP • L PLATFORM BELOW- I Ib d COMMON NILS® Ib" O.G. W 1U ad ® 6" OG toed In ANCHOR BOLTS • • THREES EED SECOND UST) 'MND 90 100 110 130 90 100 110 130 v along braced wall POURED CONCRETE/ ROOF SPAN Number of 8d Common Nalls or 10d Box Nails GLG JTS MASONRY ROOF PITCH 00 in each end of 1-Y" x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 . ` TOP PLATE FOUNDATION v 6„ UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 2 2 4 12 17 235 298 o (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 20 2 2 3 4 157 222 294 373 2 STORY BRACED WALL PANEL (L Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 Q THREE SECOND GUST WIND 100 110 120 130 32 3 3 4 7 252 356 471 597 11 1 D SPEED (mph) 36 3 4 5 7 283 400 529 671 Wall Sheathing and Cladding Attachment Requirem12 1 1 2 79 111 145 ents 11..1} o FRAMING SPACING Roor SPAN Number of ed Common Nails or tOd Box Nans 16 1 2 2 3 106 147 193 244 for Wind Loads - Exposure B („•) (R) in each end of 1-Y" x 20 gage strap 1,2,3,4 20 2 2 2 132 184 242 = AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 1611 O.G. 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 O QC } (ONLY APPLICIABLE FOR TWO STORY CONFIGURATION5): Three second Gust Wend 16 1 2 2 3 28 2 3 3 5 185 258 338 427 Z } (m 90 loo 110 120 Is 20 2 2 2 3 32 2 3 4 5 211 295 387 488 Z T F- V Z 36 2 3 4 6 238 332 435 549 W FOR STRAP- 8 d COMMON NAILS® EA.END OF STRAP 12 24 2 2 3 3 12 1 1 1 2 62 87 114 144 Q } a -1 STRUCTURAL SHEATFfIN6 � O J DC FOR OF EA.PLATE TO PLATFORM ABOVE 4 ® OF EA.PLATE TO 28 2 2 3 4 8d ® 6" or, toed In � � 16 1 1 2 2 83 115 152 192 along braced wal I PLATFORM BELOW- 1 �d COMMON ILS® 1611 O.G. 32 2 3 3 420 1 2 2 3 103 144 190 239 1L m OL 0 0 E F Er- E F E F E F 36 2 3 3 4 z 111 FLOOR JOI°iT 12 2 2 2 5:12 24 2 2 2 3 124 173 228 287 Q W Stud Spacing Maximum Nall Spacing for ad Common Nails W 1- Sheathing Location (inches,o.c) or lod Box Nails (Inches,ox-) 16 2 2 3 3 28 2 2 3 4 144 202 265 335 o 0� ,f1 SIMPSON HOLDDOWN W/5 �8" DIAM. 20 2 2 3 � 32 2 2 3 4 165 231 303 383 � m 0 N � 6„ ATR (ALL THREADED ROD) 12 6 12 6 12 6 12 6 12 6 12 16 24 2 3 3 4 36 2 3 3 5 186 260 341 431 - 0 28 2 3 4 5 12 1 1 1 2 57 79 103 130 z Interior Zone 6 12 6 12 6 12 6 l2 6 12 32 2 3 4 5 16 1 1 2 2 76 106 138 173 20 1 2 2 3 95 132 172 216 m 8d COMMON NAILS I6 36 3 4 4 6 6:12 24 1 2 2 3 115 158 207 260 24 6 12 6 12 6 12 6 6 6 l2' 12 2 2 3 3 28 2 2 2 4 134 185 241 303 Q ® 6" O.G. ON EDGE5 � O ONLY 16 2 2 3 4 32 2 2 3 4 153 211 276 346z - 142 MIN, STRUCTURAL 12 6 12 6 12 b 12 6 12 6 12 20 2 3 4 4 -1 (� F_ 36 2 2 3 4 172 237 310 389 WOOD PANEL = 8d COMMON NAILS 4" EDGE ZONE 28 3 3 4 5 12 1 1 1 2 57 75 97 122 } 19.2 24 2 3 4 5 O I2!' O.G. ON 16 6 12 6 12 6 l2 b 12 b 12 16 1 1 2 2 75 100 130 162 0- FIELD ONLY 36 3 4 5 7 20 1 2 2 3 94 125 162 203 O � 24 6 12 6 12 6 12 b 12 b 12 7:12-12:12 24 1 2 2 3 113 150 194 243 I- 5-166616"oc " 16 2 3 4 5 32 2 2 3 4 151 200 259 324 SIMPSON HOLDDOWN W/5�g DIAM. 20 3 3 4 5 along braced wall 36 1 2 2 3 1 4 1 170 1 225 292 1 365 V -I ATR (ALL THREADED ROD) BOARD SHEATHING or LAP SIDING 24 24 3 4 5 6 28 3 4 5 7 I. Tabulated connection requirements shall be permitted to be multiplied by 0.10 for framing not �- Z ANCHOR, EMBEDMENT LENGTH OF Rafter/Truss Spacing Minimum Number of 8d Common Nails or IOd located within S feet of bulldln corners. Sheathing Size (inches,o.c.) 32 3 5 6 7 2. Tabulated ride connection loads assume a buidin located In Exposure B. ~ v J ANCHOR IN CONCRETE IS 10" MIN.. Box Nails per 5u ort 36 4 5 6 8 9 g P Z - N FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH Ixb or Ix8 sheathin 12-24 2 2 2 2 2 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead Q 0 5TRENOTH EPDXY ADHESIVE TO load (O.6xl0psf). 1�1 SILL PLATE: % IxIO or Lar er sheathin 12-24 3 3 3 3 3 1. Prescriptive limits are based on assumptions of Table 3.4 4. Tabulated connection requirements are based on a 12 " ridge strap spacing,for different ridge SECURE ANCHOR, DRILP/4" DIAM. 2. Tabulated uplift connection requirements assume a building strap spacings,multiply the tabulated values by the appropriate multiplier below. i- Q HOLE FOR EPDXY. FOLLOW E - Nall spacing at panel edges (In) located in Exposure B. Rld e Connection acin (In.) 12 I6 Iq.2 24 48 ANCHOR BOLTS F - Nail s acin at intermediate supports 1n the panel field (In) p MANUFACTURER'S INSTRUCTIONS. p g pp p 3. Tabulated uplift connection requirements assume a roof and g Multiplier g 1.00 1.33 1.60 2.00 4.00 Z V Z 111 AS REQUIRED I. For wall sheathin within 4 ft. of the corners,the 4 ft. ermeter edge zone attachment W v F- (y 9 P 9 ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a 5. When the tabulated number of nails required In each end of the strap Is equal to I and the framing O �/ POURED CONCRETE/ requirements shall be used. ceilingassembly is not resent or if the ceiling assembly is not CL -� 1 2. Tabulated 12 Inch. o.c.nail spacing assumes sheathing attached to stud framing members y p g y Is attached In accordance with Table 3.1,the ridge strap and additional nailing Is not required. � � v � Q � p � MASONRY P 9 9 9 connected to the roof assembly, the tabulated number of nails 6. When a collar tie Is used in Ileu of a ridge strap,the number of 10d nails required in each end of FOUNDATION with CG> 0.4q. For framing members with 0.42< 6<0.4q,the mill spacings shall be reduced shall be increased by 1 nail at each end of the strap. the collar tie need not exceed the tabulated number of Sd nails In a steel strap,or the number to 6 Inches o.c. 4. Minimum ASTM A653 Grade 33 steel strap. of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box DWC� NO 3. For exterior panel siding galvanized box nall shall be permitted to be substituted for common nails. nails In a steel strap. 2 STORY END WALL SHEARWALL 4. Tabulated Hall spacing assumes a building located in Exposure B. 7. 1-1411 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. Q 2020 NY5 RESIDENTIAL BUILDING CODE TABLE R602.3(I) 2020 NY5 RESIDENTIAL BUILDING CODE FASTENING 5GHEDULE TABLE R602.3(I) - continued FASTENING 5GHEDULE NUMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c DESCRIPTION OF NUMBER AND TYPE SPACING AND -- ITEM BUILDING ELEMENTS OF FASTENER o,b,c. LOCATION R00F 14 Blocking between ceiling Joists or rafters Ibd common (3 1/2" x 0.1629 16" o.c. face nail 4-Sd box(2 1/2" x 0.113") or Toe nail to top plate I6d box(1" I x 0.135") ;or 12" o.c. face nail I Blocking between ceiling Joists or rafters to top 3-8d common (2 1/2 3" x 0.131"Hallx 0.131 ) : or nalls plate 3-I0d box(3" x 0.128"): or 3-3"x 0.131" nails 15 Bottom plate to Joist,rim Joist,band Joist or 3-I6d box(3 1/2"x 0.135") ;or 3 each 16" o.c. face nail 4-8d box (2 1/2" x 0.113")or Per Joist,Toe Hall blocking (at brace wall panel) 2-I6d common (3 1/2"x 0.162") ;or 2 each 16" o.c. face nail 2 Gelling Jol5ts to top plate 3-Sd common (2 1/2" x 0.1319 ; or 4-3'x 0.131"Halls 4 each 16" o.c.face Hall 3-I0d box(3" x 0.128'): or 4-8d box(2 I/2 " x 0.113") ;or 3-3"x 3-16d box(31/2 " x 0.135") ;or Toe nail Gelling Joist not attached to parallel rafter, laps 4-10d box 0' x 0.128");or Face nail 4-Sd common(2 1/2" x 0.131") ;or 3 over partltion5 [see Sections 8802.3.1,8802.3.2 3-I6d common (3 1/2" x 0.162"0;or Ib Top or bottom plate to stud 4-I0d box(3" x 0.128") ;or and Table Rb02.5.111)] 4-3" x 0.131" nalls 4-3"x 0.131" nails 3-I6d box(3 1/2 'x 0.1359 ;or Geiling Joist not attached to parallel rafter Table 8802.5.1 (q) Face nail 2-I6d common(31/2 " x 0.162") ;or 4 End Hall (heel Joint) [see 5etion5 8802.3.1 and R8o2.3.2 3-IOd box(3" x 0.128") ;or and Table R802.5.1(q)] 3-3"x 0.131"nails 3-10d box(3"x 0.128");or Collar tie to rafter,face nail or 1 1/4" x 20 ga. 4-I0d box(3" x 0.128");or Face nall each rafter Il Top plates, laps at corner s and 2-116d common(3 1/2" x 0.162") ;or Face Hall 5 . ;or Intersections , ridge strap to rafter, 3-10d common(3" x 0148") 3-3 x 0.131 Halls 4-3"x 0.131"nails 3-8d box(2 I/2" x 0.113");or Face nail 3-I6d box nails (3 1/2" x 0.1135") ;or 2 toe nails on one side and I toe Hall 18 I" brace to each stud and plate 2-8d common (2 I/0.x 0.131") ; or 6 Rafter or roof truss to plate 3-10d common nails (3".x 0.148")_;or__ - - _ - - - - _ 4-IOd box(3" x 0.128"); or on opposite side of each rafter or - - - - - - 2-10d box(3" x 0.1289 ;or truss 2 staples 13/4" 4-3"x 0.131" nalls 4-16d (3 1/2"x 0.135") ;or Toe nail 3-Iod common (3 I/2" x 0.1148") ; or Iq I" x 6" sheathing to each bearing 3-8d box(2 I/2"x 0.113");or 2-8d common (2 1/2" x 0.1319 ; or Face nall 4-I0d box(3" x 0.12b") ; or 2-I0d box(3"x 0.1267 ;or Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails roof rafter to minimum 2" ridge beam 3-I6d box(3 1/2" x 0.135') ;or End nail 2 staples, I"crown, Ib a., 13/4" Ion 3-5d box(2 I/2"x 0.113"); 2-Ibd common (3 1/2" x 0.162") ;or 3-10d box(3" x 0.128") ; or 3-8d common(2 I/2" x 0.13511 ") ; or 3-IOd box(3" x 0.128") ;or � 3-3"x 0.131" nails 20 I' x V and wider sheathingto each bearing Face nail z WALL g 3 staples,I crown,Ib ga., 13/4" long O Wider than I" x V � } 8 Stud to stud (not at braced wall panels) I6d common (3 1/2" x 0.162") 24" o.c. face nail 3 8d box(2 1(2 1/20x10, or LU .131') ;or 10d box x 0.128 ;or 16" o.c. face nall 3-10d box(3" x 0.128') ;or I1 I I6d box (3 1/2" x 0.135') ;or 12" o.c. face nall SEAL 4 staples,I"crown, I6 a., 13/4 " Ion q Stud to stud and abutting stud at Intersecting 3" x 0.131" nails wail corners (at. braced wall paneI6" o.c.face nail ls) �OOR Ibd common (3 I/2" x 0.162") S"�R DK T 3-8d common(2 I/2" x 0.131") or Rcy/ Ibd common (3 I/2" x 0.162") 16" o.c.each edge face nail 4-8d box (2 1/2" x 0.113); or N ; �\ � y � 10 Built-up header (2" to 2" header with /2" spacer) 21 Joist to 5111,top plate or girder Toe nail I6d box (3 1/2" x 0.135') 12" o.c. each edge face nail 3-I0d box(3" x 0.128') ;or 5-8d box (2 I/2" x 0.113") ;or 3-3" x 0.131" nails _ 11 Continuous header to stud toe nail 8d box (2 I/2" x 0.113") 4" o.c. toe nail 4-5d common (2 1/2 x 0.131 ) ; or 4-10d box (3" x 0.128') 22 Rim Joist ,band Joist or blocking to sill or 8d common (2 1/2" x 0.151") ;or Al 0 2 s a a 5 O 12 Top plate to top plate I6d common (3 1/2" x 0.162') 16" o.c. face nail top plate (roof applications also) lod box(3" x 0.128'7 ;or b" o.c. toe nail y 3" x 0.131" nails Od box(3" x 0.128") ;or 12" o.c. face Hall F �F N E� I 10 x ox nails 3-8d box (2 1/2" x 0.113'7 ;or Double top plate splice for SDGs A-02 with 8-I6d common(3 I/2" x 0.162") ;or 23 I"x b"subFloor or less to each Joist 2-8d common (2 I/2" x 0.131") ;or face Hall seismic braced wall line spacing <25' 12-Ibd box(3 1/2" x 0.135'7 ;or face Hall on each side of end Joint 3-IOd box (3" x 0.128") ;or 12-I0d box (3" x 0.128") ;or (minimum 24" lap splice length each 2 staples, I" crown, 169 ga., 1 3/4" long 13 12-311x 0.131" palls side of end Joint) Double top plat: splice SDGs D0, DI,or D2; 24 2" subfloor to Joist or girder 3-I6d box (3 I/2" x 0.135") ;or Blind and face nail and braced wall line spacing > 25' - 12-I6d (3/12 x 0135) 2-I6d common (3 I/2 x 0.162") 25 2" planks (plank 4 beam - floor 4 roof) 3-I6d box(3 1/2" x 0.135') ;or At each bearing,face nail 2-16d common (3 1/2" x 0.162") 3-16d common (3 1/2" x 0.162') 26 Band or rim Joist to Joist 4-iGd box (3" x 0.128') ;or End nail 4-3" x 0.131" nails;or 4-3" x 14 ga.staples,7/16" crown Nail each layer as follows: 32" TABLE 8602.10.4 20d common (4" x o.lg2") ;or at top and bottom and sta ered.ed. IOd box(3 " x 0.128") ;or 24" o.c. face nall at top and bottom BRACING METHODS 21 Built-up girders and beams,2 Inch lumber 3 "' x 0.131" nails 5tocicered on oppo5lte, sides Continuous Sheathing Method layers And; 2-20d common (4" x O.lg2"9 ;or Face nail at ends and at each CONNECTION CRITERIA 3-10d box 0" x 0.128'7 ;or splice TABLE R602.10.3(1) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3-3" x 0.131" nails Fasteners Spacing 4-I6d box (3 1/2" x 0.135") ;or BRACING REQUIREMENTS BASED ON WIND SPEED 28 strip Ledger Led Joists or rafters 3-I6d common (3 1/2" x 0.162") ;or At each Joist or rafter,face nail g p su pPortin g 4-10d box (3" x 0.125") ;or EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS � Exterior sheathing per b" edges 12" field 4-3" x 0.131" Halls 30- FOOT MEAN ROOF HIEGHT Table R602.3(3) 10- FOOT WALL HIE6HT REQUIRED ALONG EACH BRACED WALL LINE ILU - CS-WSP " Each end,toe nail 2g Bridging to Joist 2-Iod(3 x 0.128) 2 BRAGED WALL LINES i V Gontinuousl Sheathed 1/2� r5 "_• �' METHODS y : Interior sheathing per Varies by fastener ULTIMATE DESIGN BRAGSAWAL�LINE METHODS w b DWB,WSP SFB, 2 WOOd Strudural onel �'` "f Table R602.3(I) or R602.3(2) WIND SPEED STORY LOCATION METHOD LIB METHOD GB PBS PGP HP5, G5-WSP,GS-G, v p �J� -J�J� ' ':.:. _ (MPH) (FEET) GS-PF �f-'f- �'f- BV-WSP,ABH,PFH, PFG 5-5FB c X m IO 4.0 4.0 2.5 2.0 0 20 7.0 7.O 4.o 3.5 O 30 10.5 10.5 6.0 5.0 40 13.5 13.5 8.0 6.5 50 16.5 16.5 51.5 8.0 Q 60 15.5 15.5 11.5 5.5 tu C3 IO 7.5 7.5 4.5 3.5 } V 5120 20 14.0 14.0 8.0 7.0 O W = 30 20.0 20.0 11.5 5.5 0 Z Q 40 25.5 25.5 15.0 12.5 I- _ Z I 50 31.5 31.5 18.0 15.5 Z I- SPL�C�NC ®F- TOP PLATE 60 37.5 37.5 21.5 18.5 � � � < O TOP PLATE 5FLIGE LENGTH 10 NP II.O TOP PLATE SPLIGE TOP PLATE SPLIGE 6.5 5.5 � 113 OL W � � N in REQUIREMENTS REQUIREMENTS 20 NP 20.5 11.5 10.0 K O FOR WIND - EXP05URE5 B$G FOR WIND - EXPOSURES B$G30 NP 25.0 17.0 14.5 _ ONE 5TORY SLAB ON GRADE ALL OTHER GASES O m n ro 40 NP 38.0 22.0 18.5 Z 41.0 BUILDING MINIMUM SPLIGE BUILDIN5 MINIMUM 5PLIGE So NP 55.5 27.0 23.0 - ;: DIMENSION (ft.) LENGTH (ft.) DIMENSION(ft.) LENGTH (ft.) 6o NP 55.5 32.0 27.0 TABLE R602.3(3) W p 12 1-011 51-011 1 2 I-O it 2 r-oil REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c l0 4.5 4.5 2.5 2.5 � � z 16'-011 41-011 I/I-011 2 I-O i� _j 0 CC..// ✓ � 20 8.5 8.5 5.0 4.0 Q Z � �0 MINIMUM ULTIMATE DESIGN 3 12.0 12.0 7.0 } Q. „ i u i n i n MINIMUM NAIL MINIMUM WOOD NOMINAL PANEL NAIL SPAGING WIND SPEED V ult. 40 15.5 15.5 5.0 7.5 O � 20 -0 5 -� 20 -� 4-0 STRUCTURAL MAXIMUM WALL ,� „ u n PENETRATION PANEL SPAN THPANEL STUD SPAGING w n exposure, Ga egory IcI.5 1q.5 11.0 O = 24-0 6 -o 24-O 4-0 SIZE (INCHESI RATING (INGHES) (INCHES) EDGES FIELD 60 23.0 23.0 13.0 11.0 (INGHES O.G.) (INGHES O.G.) B G D „ , n i n i u 285'-� -0 28 -� 5 -0 bd GOMMON 1.5 24/0 1/2" 16 6 12 140 115 110 10 8.5 8.5 5.0 4.5 �- Z (2.0" x 0.113") �, , �� r �� S 130 20 16.0 16.0 CIS 8.0 (� � 32 -0 8 -0 32 -O 6 -O > _ 16 6 12 170 140 135 23.0 23.0 13.5 Q C tJl TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE „ 8d COMMON GONNEGTION5 USING 2-I6d NAILS PER FOOT, FOR SHORTER SPLICE36 -0 Q -O 36 -O 7 -O (2.5" x 0.131") 1.75 24/16 7/16 40 30.0 30.0 15 15.0 - 24. 6 12 140 115 110 37.0 37.0 21.5 I � v � tu LEN6TH5 THE NAIL 5PAG I N6 SHALL BE REDUCED IN ORDER TO 40'-O" 11I-oil 40'-0" 8'-0" bo 44.0 44.0 25.0 21.5 O O Q (V PROVIDE AN EQUIVALENT NUMBER OF NAILSFOR 51: 1 INCH = 25.4 mm, 1 mile per hour = 0.441 m/s. LU LU z w 50 -O 13-� 50,-o 10-� A. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than I6 inches on center shall be applied with 10 NP 13.0 7.5 6.5 p Q to N �� I II ' II B able)15tbased on axis perpendicular acting and away from building surfaces In accordance with Section R301.2. Lateral bracing requirements shall be In 20 NP 24.0 13.5 11.5 60-O 16 -O 60-O 12 -Oth 0- d ~ W 7.0 2 TABULATED SPLIGE LEN6TH5 A55UME A BUILDING LOGATED IN p g y g 3o NP 34.5 15.5 2. EXP05URE B AND G �, accordance with panels w 8602.10. �0 -Q la -0 �0 -� 14-� G. Wood structural panels with span rating of Wall-I6 or Wall-24 Shall be permitted a5 an alternate to panels with a 24/0 span rating. Plywood siding rated I6 o.c. 40 NP 44.5 25.5 22.0 DWG NO or 24 o.c shall be permitted as an alternate to panel with a 24/16 span ratineg.Wa11-I6 and Plywood siding Ib o.c. shall be used with studs spaced not 50 NP 55.0 31.5 26.5 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 80 -Orl 22 I-01180-0il 16 -Oil more than Ib inches on center. 60 NP 65.0 37.5 31.5 II TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. - IN.) DEGK JOIST SPAN LESS THAN OR EQUAL TO SPECIES SIZE (FEET) TABLE 8507.4 6 8 ID 12 14 16 18 MAXIMUM JOIST SPACING 2 - 2X6 6 - II 5 - 11 5 - 4 4 - 10 4 - 6 4 - 3 4 - 0 DECK P05T51ZE MAXIMUMHE16HT 2 - 2X8 8 - � 7 - 7 6 - � 6 - 2 5 - q 5 - 4 5 - O 4 X 4 BFEET 2 - 2X10 10 - 4 q - 0 8 - O 7 - 4 6 - q 6 - 4 6 - 0 2 - 2X12 12 - 2 10 - 7 q - 5 8 - 7 8 - 0 7 - 6 7 - 0 4X6 BFEET 3 - 2X6 8 - 2 7 - 5 6 - 8 6 - 1 5 - 8 5 - 3 5 - O 6X6 14 FEET SOUTHERN PINE 3 - 2X8 10 - 10 7 - 2 6 - 8 6 - 4 3 - 2X10 13 - 0 II - 3 10 - 0 - 2 8 - 6 7 - II 7 - 6 3 - 2X12 I5 - 3 13 - 3 II - 10 10 - q 10 - 0 q - 4 8 - 10 3X6 OR2-2X6 5 - 5 4 - 8 4 - 2 3 - 10 3 - 6 3 - 1 2 - q TABLE 8507.2.1 3X8 OR 2-2X8 (0 - 10 5 - 11 5 - 4 4 - 10 4 - 6 4 - 1 3 - 8 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3XIOOR2-2X10 8 - 4 7 - 3 6 - 6 5 - 11 5 - 6 5 - I 4 - 8 - _ _ - 3X12082-2X12 q - 8 8 - 5 7 - 6 6 - 10 6 - 4 5 - II 5 - 7 MINIMUM END AND EDGE D 15TANGE5 AND 5PAGIN6 BETWEEN ROW5 DOU6LA5 FIR-LARCH, 4 X 6 6 - 5 5 - 6 4 - II 4 - 6 4 - 2 3 - II 3 - 8 TOP EDGE BOTTOM EDGE ENDS ROW SPAGIN6 HEM-FIR, 4X8 8 - 5 7 - 3 6 - 6 5 - 11 5 - 6 5 - 2 4 - 10 SPRUCE-PINE-FIR, LEDGER 2 1 NGHE5 3/4 I NGH 2 INGHE5 15/8 I NGHE5 REDWOOD, 4X10 q - II 8 - 7 7 - 8 7 - O 6 - 6 6 - I 5 - 8 WESTERN GE:DARS, 4 X 12 II - 5 q - it 8 - 10 8 - I 7 _ 6 7 - 0 6 - 7 BAND J015T 3/4 1NGH 2 1NGHE5 2 INGHE5 15/8 INGHE5 0 PONDEROSA PINE RED PINE 3 - 2X6 7 - 4 6 - 8 6 - 0 5 - 6 5 - I 4 - q 4 - 6 - I 6 - 3 - 2X8 q 8 8 6 1 - 1 6 I 5 6 - 0 5 - 8 � 3 - 2X10 12 - 0 10 - 5 q - 4 8 - 6 7 - 10 7 - 4 6 - 11 SEAL 3 - 2X12 13 - 11 12 - I_T 10 - q q - 10 - I 8 - 6 8 - I �RED ARC N.K. TF �L F v � TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) 9J 029465 JO J015T SPAN F OF NE- CONNECTION DETAILS 6AND LE55 6'-1" TO 8' 8'-I" TO 10' 10'-1" TO 12' 12'-1" TO 14' 14'-I" TO 16' 16'-1" TO 18' ON-GENTER 5PAGIN6 OF FASTENERS 112 I NGH DIAMETER LA6 SGREW VVI/2 I NGH 30 23 18 15 13 11 10 MAXIMUM 5HEATIN6 1/2 INCH DIAMETER BOLT W/ 1/2 INCH 36 36 34 2q 24 21 Iq MAXIMUM 5HEATING 1/2 INGH DIAMETER BOLT W/ I INCH 36 36 2q 24 21 18 16 MAXIMUM SHEATIN6 ro TABLE R507.5 V DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) tLjI � v 5PAGIN6 OF DEGK JOISTS WITH NO GANTILEVER SPAGIN6 OF DEGK JOISTS WITH GANTILEVER _ SPECIES SIZE (INGHE5) (INGHE5) 16 24 12 16 24 v m 12 Table P3201.7 p 8 51ZE OF TRAPS FOR PLUMBING FIXTURES �- 2X8 13 - 1 11 - 10 q - 8 10 - 1 10 - 1 q - 8 SOUTHERN PINE PLUMBING FIXTURE `TRAP SIZE 2X10 16 - 2 14 - 0 II - 5 14 - 6 14 - 0 II - 5 (MIN. IN. ) 2 X 12 18 - 0 16 - 6 13 _ 6 18 - 0 16 _ (0 13 - 6 BATHTUB (with or without shower head and/or 1 1/2 Q r q - 6 8 - 8 1 - 2 6 - 3 6 - 3 6 - 3 whirl ool attachments w 2 X 6 Bidet 1 1/4 IO Z Z DOUGLASFIR-LARCH, 2X8 12 - 6 II - 1 q - I q - 5 q - 5 q - I HEM->==1R, Clothes with standpipe 2 Z ~ J Ik SPRUCE-PINE-FIR, 2 X 10 15 - 8 13 - -1 II - 1 13 - 1 13 - 7 11 - 1 Dishwasher(on separate trap) 1 1/2 � (L Q O 2 X 12 Ib'_ 0 ' 15 - q 12 - 10 18 - 0 I5 - q 12 - 10 Floor drain 2 T- pw r � Kitchen sink(one or two n V M 2 X (9 8 - 10 8 - 0 1 - 0 5 - 7 5 - 7 5 - 7 traps, with or without to N m REDI^lOOD, dishwasher and food waste 1 1/2 AR5 2X8 II - 8 10 - 7 8 - 8 8 - 6 8 - 6 8 - 6 disposer) Z WESTERN GED Laundry tub 1 1/2 W PONDEROSA PINE, 2 X 10 14 - II 13 - 0 10 - 7 12 - 3 12 - 3 10 - 7 one or more compartments) Sec. P3103.1 - Roof Extensions O RED PINE _ - Lavatory 1 1/4 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated � 2 X 12 17 - 5 IS - I 12 - 4 16 - 5 IS I 12 4 snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, Q O ower ase on e totai observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than flow rate through 7 '-0" above the roof. �- showerheads and b,odysprays) Sec. P3103.2 - Frost ClosureOL Flow rate: Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or O O 5.7gpm and less 1 1/2 wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not O more than 5.7gpm up to 12.3gpm 2 less than 1 foot inside the thermal envelope of the building. TABLE R507.4 more than 12.3gpm up to 25.8gpm 3 MAXIMUM JOIST SPACING more than 25.8gpm up to 55. 6gpm 4 Q — Z MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST 5PAGIN6 ~ Z NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST PLUMBING 1t tu t — v ~ I. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. Q O � (:Z Iy I/4-INCH-THICK WOOD 16 INGHE5 12 INGHE5 2. ALL WA5TE PIPING BELOW GRADE SHALL BE 5TANDARD WEIGHT GA5T IRON.. UL ,n 3. ALL HOT AND GOLD WATER SUPPLY PIPING SHALL BE TYPE L GOPPER TUBING, O Z V 4 JE ALL SOLDER SHALL BE LEAD FREE. 2-INCH-THINGK WOOD 24 INGHE5 16 INGHE5 4. ALL SUPPLY PIPING 5HIALL BE INSULATED WITH I/2" IN5ULATION. J -A Q (V 5. ALL FIXTURES SHALL BE A5 5ELEGTED BY OWNER. CL 0L v ts) Q 1-- Ca W b. ALL WORK SHALL CONFORM TO REQUIREMENT5 OF THE HEALTH DEPT., PLASTID COMPOSITE IN AGGORDANGE W/ IN AGGORDANGE W/ STATE BUILDING AND ENERGY GORE. OHO NO SEGTION 8501.3 5EGTION R507.3 a . II 2020 NY5 ENERGY CONSERVATION CODE TABLE R402.4.I.I AIR BARRIER ?SND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be Installed In Alr-permeable Insulation shall not be used as Batts In narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by Insulation The exterior thermal envelope contains a Narrow cavities that on Installation readily conforms to the General requ'rements continuous air barrier. available cavity space. Breaks or Joints In the air barrier shall be sealed. Air sealing shall be provided between the Garage separation The air barrier in any dropped ceiling/soffit The Insulation in any dropped ceiling/soFfit garage and conditioned spaces. shall be aligned with the Insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures Installed in the building Recessed light fixtures Installed In the building Gelling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IG Access openings,drop down stairs or knee drywall. rated. wall doors to unconditioned attic spaces shall be sealed. Batt Insulation shall be cut neatly to fit The Junction of the foundation and sill plate Cavities within corners and headers of frame Plumbin and wirin around wiring and plumbing In exterior walls, shall be sealed. walls shall be Insulated by completely filling g g or Insulation that on installation readily The Junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend Walls exterior walls shall be sealed. resistance of R-3 per Inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope Insulation for framed The air barrier Installed at exterior walls Exterior walls adjacent to showers and tubs walls-shall be Installed In subatantiaLcontact -- --mower/tub on exterior wall - - - adjacent k showers and tubs-shall separate - shall be Insulated. and continuous alignment with the air barrier. them from the showers and tubs. The space between window/door Jambs and The air barrier shall be Installed behind Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be Installed. Rim Joists shall include the air barrier. Rim Joists shall be insulated. HVAC register boots that penetrate building Rim Joists HVAG register boots thermal envelope shall be sealed to the subfloor or drywall. The air barrier shall be Installed at any Floor framing cavity Insulation shall be exposed edge of Insulation. installed to maintain permanent contact with When required to be sealed,concealed fire z the underside of subfloor decking,or floor sprinklers shall only be sealed In a manner O Floors (Includ ng above garage and framing cavity Insulation shall be permitted that Is recommended by the manufacturer. } cantilevered floors) to be In contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not L1 sheathing,or continuous Insulation Installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. from the bottom to the top of all perimeter floor framing members. SEAL �REU ARC Exposed earth in an unvented crawl space Dere provided instead of floor Insulation, Duct shafts,utility penetrations,and flue �\ N K T y� Drawl space walls shall be covered with a Glass I vapor retarder Insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned F l with overlapping Joints taped. the crawlspace walls. space shall be sealed. EXTERIOR INSULATED WALL * Lo 9� 0 2 9 4 0 �Q) ATTIC INSULATION F OF N Ew INSTALL INTERIOR 5HEATING PLYWOOD/05135HEATING INSTALL I RIGID IN5ULATION 51TE BUILT ATTIC ENCL05URE - MECHANICALLY SECURED AT EXTERIOR WALL PRIOR GUT TO FIT BETWEEN THE RAFTERS. TO INTERIOR WALL ASSEMBLY PORCH RAFTER FOAM SEAL BOTH SIDES ALONG RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN EQUAL VENT SPACE VENTED AIRSPACEiiiiiiiiii PARTITION WALL PARTITION WALL FOR LENGTH OF RIGID INSULATION COMPRESSIBLE WEATHER5TRIPPIN6 11111 ATTIC INSULATION AT PERIMETER OF ENGLOSURE 2X LEDGER ON TOP OF /41 SEALANT TYPICAL WEATHER BARRIER AND 5HEATIN6 INSTALL I" RIGIDFr INSULATION VERTICALLY TO MECHANICAL LATCH TO CONNECT INSULATING 5HEATING ATTIC FLOOR FRAMING PRESSURE 5EAL AT TO RIGID INSULATION BAFFLE WEATHERSTRIPPING FOAM SEAL BOTH JOINTS ° LADDER BLOCKING A5 REQ'D BUILDING PAPER/ CONTINUOUS BEAD OF SEALANT WEATHER BARRIER 11/2" RIGID INSULATION 0 INSULATED EXTERIOR WALL EXTERIOR INSULATED WALL O MANUFACTURED PULL ° DOWN STAIR � I:)ETA I L AIR SCALING AT COMMON WALL N.T.5 ZS, I7TA I � BETWEEN DWP_LLIN6 UNITS I EXT. INSULATION 5HEATING AS N.T.5 � T I r o :7ETA I L. ATTIC CAVI" BAFFLE AND VENT AIR 5E,4LIN6 AT ATTIC PULL DOVI ATTIC STAIR N.T.5 v {- AIR SCALING AT PORCH ROOF AT N.T.5 MANUFACTURED RECESSED LIGHT ENCLOSURE I/2" PLYHOOD CXT'ERIOR 5HEATING ATTIC IN50LATION ATTIC TI v m VENTED AIRSPACE O —ATTIC INSULATION — Q INSTALL I" RIGID ROUGH GUT — — AROUND VENTILATION CHUTE — — 111 _ - AIR SEAL PERIMETER WITH — — EXPANDING FOAM SEALANT FIREPLACE UNIT _ _ EXPNADING SEALANT AT PEIMETER DRYWALL CEILING O W REGE55ED LIGHTING FIXTURE EXTERIOR INSULATED WALL %J Z Z I CONTINUOUS BEAD OF SEALANT INSULATED EXTERIOR CONTINUOUS BEAD OF SEALANT z F- t" 1 I/2" RIGID INSULATION STUD WALL RIGID INSULATION SHEATHING } J INSTALL INTERIOR ® � � I "R-VALUE/THIGKNESS PER CLIMATE IIS d EXTERIOR INSULATED WALL 5HEATIN6 PRIOR TO (TAPE ALL JOINTS) 1L- Z INTALLATION OF PREFAB FIREPLACE UNIT PORCH RAFTER AIR SCALING AT RECESSED L16HTING IN ATTIC, N.T.5 N m � _ m Z C TAILVMN 2X LEDGER ON TOP OF -1 m RI611? INSULATION 1L1 I" MI610 INSULATION AS ATTIC EAVE N.T.5 � v z CJ BAFFLE GUT AROUND MANUiRACTURLD VENT CONTINUOUS BEAD OF SEALANT OOL :D ATTIC INSULATION �—WOOD FRAME FLOOR ASSEMBLY O _ NOTE w WOOD TRU55 FRAMING d PROVIDE• ICE BARRIERS AS PER SEC. R905. 1.2 ]< z =II SHEATH INTERIOR OF ° AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS t- v ATTIG ACCESS TO v OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- z — \ +I OF INSULATION LEVEL ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Q O I" RIGID INSULATION PLACE OF NORMAL UNDERLAYMENT AND SHALL t" n• EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR WALL LINE. O Q AGGE55 PANEL (y 1��T�I � DRAW AGGE55 PANEL SNUG O � WITH PERIMETER SCREWS I TRIM AS REQUIRDED I 0_1 CIL v 0) d I— cl � FINISHED CEILING CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS I7T I i. DWC� NO AIR SCALING AT PLATFORM POR N.T.5 OF UL 127 AND SHALL BE INSTALLED AND }� I MANUPACTURCD FIRCPLACC ASSEMBLY TERMINATED IN ACCORDANCE WITH THE AIR SCALING AT PORCH ROOF AT I" N.T.5 i./ T ( 1.• MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 R1610 INSULATION SHEATIN6 Q AIR SMALIN5 AT ATTIC, HATCH // FINISH SCREWS N.T.5 5TAG6ER FA5TENER5 IN 2 RON5 FIGURE R501.2.36) DECK ATTAGHMENT FOR LATERAL LOADS FIGURE R602.10VI) LAG 5GREN OR BOLT *015TANGE SHALL BE PERMITTED TO BRAGED HALL PANEL GONNEGTION WHEN PERPENDICULAR TO FLOOR/GEILING FRAMING BE REDUCED TO 4.5" IF LAG 5GREH5 FLOOR 5HEATIN6 NAILINGA ARE USED OR BOLT 5PAGIN6 15 6" MAXIMUM ON CENTER TO *NOTE: THI15 DETAIL 15 APPLIGAPABLE REDUCED TO THAT OF LAG 5GREW5 J015T WITH HOLD DONN HOLD DLAR OR 5HEATIN6 OR SIMILAR DEVICE WHERE FLOOR JOISTS ARE SIDING � . TO ATTACH 2X8 LEDGERS TO 2X8 PARALLEL TO DEGK J015T5. �u BAND J015T5. LEDGER 5.5 MIN FOR 2X8 FLA5IN6 FOR HATER T16HTNE55 6.5" MIN FOR 2X10 FOR 51: 1 INGH = 25.4 MM GONTINUOU5 RIM ADDITIONAL FRAMING FULL HEIGHT BLOGKING DEGKING OR END J015T MEMBER DIRECTLY ABOVE ® 16" O.G. ALONG 1.5" MIN FOR 2X12 FLOOR J01 DECK J015T IN LE O ER HITHNGE N THTENER5 8501.2 BRAGED HALL PANEL BRAGED WALL PANEL Sd ® 6" O.G. ALONG 8d ® 6" D.G. ALONG TOE NAIL 3-Sd NAIL5 AT FLOOR JOI APPROVED J015T HAN6ER5 BRAGED HALL PANEL BRAGED WALL PANEL EACH BLOGKING MEMBER HOLD-DONN DEVICE MIN.150 LB. GAPAGITY BRACED HALL PANEL BRACED HALL PANEL BRAGED HALL PANEL AT 4 LOGATION5,EVENLY 015TRIBUTED ALONG DEGK AND ONE HITHIN 24" OF EAGH END OF THE LEDGER. HOLD-DOWN DEVIGE5 3-16d 0 16" O.G. ALONG 3-16d ® 16" O.G. ALONG 3-16d AT EACH SHALL FULLY ENGAGE DEGK J015T PER BRAGED HALL PANEL BRACED HALL PANEL BLOGKINCG MEMBER HOLD-DONN MANUFACTURER. 2-16d NAIL5 EACH 51DE A FULLY THREADED 3/8" DIAMETER LAG GONTINUOU5 RIM ADDITIONAL FRAMING 5GREH PREDRILLED HITH MIN. 3" PENETRATION OR END J015T MEMBER DIRECTLY ABOVE FULL HEIGHT BLOGKIN6 TO CENTER OF TOP PLATE,5TUD5,OR HEADER, BRAGED HALL PANEL ® 16" O.G. ALONG BRACED HALL PANEL FOR 51: 1 INCH =25.4 MM _ _ FOR 511 1 INCH = 25.4 MM- - Table P3201.1 SIZE OF TRAPS FOR PLUMBING FIXTURES VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE z Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE O sno;�a accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) �n observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7 '-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95° value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. SEAL PROVIDE ICS BARRIERS AS PER SEC. 8905.1.2 Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS �c,A�R ND� yjT K TF Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR ASELF- S,y ADHERING POLYMER-MODIFIED BITUMEN SHEET IN ,, Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND MINIMUM OF 24"INSIDE THE EXTERIOR < LINE. . traps, with or without WALL (n dishwasher and food waste 1 1/2 19 � ga�� disposer) N SHEATHING Laundry tub (one or more compartments) 1 1/2 F AIR SHIELD Lavatory 1 1/4 LIQUID FLASHING Shower (based on the totai NOTE: flow rate through PROVIDE SMOKE DETECTORS & showerheads and bodysprays) CARBON MONOXIDE DETECTORS Flow rate: AS PER SEC. R314, 315 5 .7gpm and less 1 1/2 OF more than 5.7gpm up to 12.3gpm 2 DETECTORS IRC more than 12.3gpm up to 25.8gpm 3 DETEC&INTERCONNECTED. HARDWIRED AIR SHIELD -� more than 25.8gpm up to 55. 6gpm 4 NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE: OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 L) REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION LU PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION JU THE CONSTRUCTION TYPE v m DESIGNATION SHALL BE Ili I , II , III , IVORV TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE Q UNDER SECTION 602 OF THE BCNYS 1O SECTION 1265.4 SIGN OR SYMBOL 6" DIAMETER (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER } O STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND 0 W (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED v O Z Q } EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. - 2 Z (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, Z F- °' PT OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O > J lY REFLECTIVE RED SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. D 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE Il-- lb Z = PANTONE#187 ' + THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND ( ) REFLECTIVE WHITE Ow 2 IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: tu AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE uri A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE ti AND ffl IU [Q a k EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE Z DESIGNATION SHALL BE"1","II","111","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION ASA STRUCTURE UNDER SECTION 602 OF THE BCNYS. LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER . l EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION v O ,, OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION CTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Q —I m ry ' i F SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; - p OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL O�� �� " Y.> HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;ANDOL } Z (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN 0 CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O _ SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. Q 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE Q ILS — ':" x "' OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY � STROKE OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR v DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS , , Q Z — COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. Y Y tL1ul — TRUSS TYPE CONSTRUCTION FLOOR FRAMING , INCLUDINGZ JE �u F GIRDERS AND BEAMS V 0- UL 0 q) < [— cl WY C) W J w Q RROOF FRAMING ONO NO JFRFLOOR AND ROOF FRAMING ROOF AND FLOOR BUILDING IN5PEGTOR HILL VERIFY IN5TALLTION OF 516N/5YMBOL DURING FINAL IN5PEGTION. a BENE:RAL N07E5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLIMATE ZONE 4A 51-06KIN6 0 ENOKALL TABLE R301.20)OF THE 2020 NY5 UNIFORM CODE GROUND WINDDE516N SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD PLOOD AIRANNUAL GENERAL FA5TEN1 NQ SCHEDULE RID6E-PLATFORM FRAMING ONLY GENERAL: SNOW LOAD 5PEEI� TTi�pppp DE516N DE516N UNDERLAYMEN HAZARD FREEZING TEMP RAPHIG H 0 BORNE BORNE CATEGORY "WEATHERING FR05T LINE TERMITE TEMP REQUIRED INDEX 1, NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING H EFFECTS REGION DEBRIS DEPTH RE51 DENTI AL CODE OF NEW YORK 57,47E 5E A MINIMUM OF LE TWO 8d NAILS THIS DEPARTMENT. 20 P5F 130w1t NO NO FROM THE COAT B SEVERE 3 FEET �R`TE 15° YES NO 50 51° FIRE 15LAND BOF TO HEAVY R3012.1.1 DE516N CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC SIDE OF TRUSS. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL GODE OF NEW YORK STATE WINTER DE516N TEMP: TOTAL 4-8d NAILS WIND SPEEDS FROM FIGURE 8301.2 (4) EQUAL OR EXCEED 130 MILES PER HOUR INTO TRUSS. AS WELL A5 ALL CURRENT NEW YORK STATE CODES -INTERIOR 5PAGE5 INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LE55 THAN b8°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DE51E W+BMQ IRMLL BE DE516NED IN ACCORDANCE WITH ONE OF THE FOLLOWING. -5Y5TEM DESIGN SHALL BE BASED ON MAX 12°F HEATING,MINIMUM l5°F GOOLIN6 -DEGREE DAYS(NY LAQUARDIA)4811 ,WINTER DE516N TEMP15°F,DRY BULB Sq°F,WET BULB l5°(2020 IPG APPENDIX D) ATTIC - 3. ALL UNNOTED OR NONV151BLE EA5EMENT5 OR GONDITION5 WHIGH SHALL ARI5E :A�p 5BEor2020 CHAPTER 16 FTI sLA60q AND ASCE 12016,WIND EXPOSURE GATEGORY AND SURFACE ROUGHNE55 B I.PLANS HAVE BEEN DE5I6NED IN ACCORDANCE WITH AMERICAN FORREST DURING THE GOUR5E OF GON5TRUGTION THAT 015A6REE5 WITH THAT INDIGATED AND PAPER A550GIATION(AFIPA)-WOOD FRAME CONSTRUCTION ON THESE PLAN5 SHALL CAUSE THE GONTRAGTOR TO STOP WORK AND NOTIFY MANUAL FOR ONE AND TWO FAMILY DWELLINGBLOCKING 2 BAYS S(WFGM); ri THE ARGHITEGT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND TABLE R3o1.7 b,c ONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY ALLOWABLE DEFLECTION CCTION OF STRUCTURAL MEMBERS BACK® 4'-O"O.G. ° MINIMUM UNIFORM ARISING THEREFROM. DISTRIBUTED LIVE LOADS STRUCTURAL MEMBER ALLOWABLE 2 - 8d NAILS 4. NO DEVIATIONS OR GHAN6E5 TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS [REFER TO TABLE 8301.5 OF THE RESIDENTIAL GODS OF NEW YORK STATEI DEFLECTION INTO PLATES ° RAFTERS HAVING SLOPES GREATER THAN 3:12 UI80 8 - 8d NAILS FIRST APPROVED BY THE ARGHITEGT, ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD WITH NO FINISHED CEILING ATTACHED TO CO FLOOR � INTO STUD 5> son Strong-Tie 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. RAFTERS UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf HI Z 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE 5GALED AND ARE 5UBJEGT UNINHABITABLE ATTICS WITH LIMITED 5TORA6E(b g) 20 psf INTERIOR WALL5 AND PARITION5 WOO TO REVISION A5 PER AGTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 sf FLOORS L1360 � BLOGKIN6 2 BAYS RAf=TER TIE 17ETA I L AND AS DIREGTED AND/OR APPROVED BY THE ARGHITEGT OR ENGINEER. (e) CEILINC75 WITH BRITTLE FIN15HE5(PLASTER 4 TUCZkl/360 ` BACK® 4'-O"O.G. EXTERIOR BALCONIES AND DECKS 40 psf 1. OWNER/ GONTRACTOR ARE RE5PONSIBLE TO OBTAIN IN5PEGTION5, APPROVALS, GEILINC75 WITH FLEXIBLE FINISHES(GYP BOAPD) U240 Simpeon Strong-Tia H%7 z NTS. GERTIFIGATES, GERTIFIGATE OF OGGUPANGY/ COMPLETION AND U.L. APPROVAL. FIRE E56APE5 40 psf ALL AND HANDRAILS (d) 200 psf( ) -OTHER STRUCTURAL MEMBERS U240 ®INTERIOR ZONE 8. TH15 SET OF PLA145 15 THE PROPERTY OF TEHN DE51ON GROUP LLG. AND 15 EXTERIOR WALL5- HIND L&05 WITH PLAS OPH/36o raw FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF TH15 PROJECT 15 NOT GUARD IN-FILL COMPONENTS(f) 50 psf (h STUCCO FINISH GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY PA55ENGER VEHICLE GARAOE5(a) 50 psf (a ® PERIMETER ZONE FIRST FLOOR EXTERIOR WALLS-WIND Ldt�DS WITH OTHER WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN NOTE; DESIGN GROUP LLG. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf BRITTLE FINISHES W240 - GABLE WALL _ g. THE ARGHITEGT OR ENGINEER 15 NOT RETAINED FOR SUPERVI510N OF WORK AND SLEEPING ROOMS 30 psf - EXTERIOR WALE- WiND-LOC DS WITifi - H/120d- - _ I.FOR GABLE ROOFS lo° TO 45° PITCHES - (E06E ZONES - - - BLOGKIN6 2 BAYS - - - - 15 RESPONSIBLE FOR DESIGN INTENT ONLY. STAIRS 4o psf(C FLEXIBLE FINISHES BACK® 4'-O" o.C. a. 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE LINTELS SUPPORTING MASONRY VENEER WALL U600 2.IEE FASTENING SCHEDULE A FOR NAILING IN EA.ZONE BE REMEDIED AT ONGE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. GONTRAGTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF ALL STANDARD AND SPEGIALTY SYSTEMS / MATERIALS USED WITHIN TH15 TH15 PROJECT WITH THE M05T STRINGENT RECOMMENDATIONS / REQUIREMENTS TO BE FOLLOWED. 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSEDNAILING AND STRAPPING ALL STRAPPI N6 TO BEI 14 X 16 GAUGE STL L z CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING GONSTRUGTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ��SIMPSON�� EQUIVALENT - G516Z (COILED STRAP) Lr� L/3 13. ANY AND ALL DISGREPANGIE5 TO BE REPORTED TO ENGINEER. 12'' MIN. BEARING w 14. WALL AND GEILING FINISHES SHALL BE IN AGCORDANGE WITH 5EGTION 8101 AND INSULATION (Y SHALL BE IN AGGGORDANGE WITH 5EGTION R31b. 15. INTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH SECTION R102 AND 016, MAX. No NOTCHES p EXTERIOR WALL GOVERIN6 SHALL BE IN AGGORDANE WITH 5EGTION R103 AT RAFTER TO RIDGE CONNECTION ® EACH PERMITTED C SEAL 16. TH15 PROJECT GOMPLIE5 W/ THE NEW YORK STATE 2020 UNIFORM CODE FOR STRAP- 3 8d COMMON NAILS® EA.END OF STRAP D/b MAX. FOR NOTED GOLLAR/GL6 TIE- 3 1Qd GOMMON NAIL5® EA. ���EU ARCy �5 N.K. MEGHANIGAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, S T PLUMBING SYSTEM GOMPLIE5 CHAPTER 24 THROUGH CHAPTER 33, � y�-, ELEGTRIGAL 5Y5TEM GOMPLIE5 CHAPTER 34 THROUGH GHAPTER 43 12 FLOOR J015T-CENTER GUT � CARPENTRY: �51MP50N STRON6TIE " 0/4 MAX. u� i q ALTERNATE WZ AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® I6 O.G. �, 1. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERH15E NOTED (U.O.N.) COLLAR TIE FOR STRAP- 3 8 d COMMON NAIL5® EA.END OF STRAP 9 029403 O 2. ALL LUMBER TO 13E A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) I FOR TOENAILING- 5 8 d COMMON NAILS 75� D T F OF N E\ J 3. SILLS TO BE FLASHED (TERMITE SHIELD) H/51LL SEAL. SILL TO BE A.G.Q. WOOD FOR G.J.TO R.R. - II Ibd COMMON NAILS(FOR 5 PITCH) AL TERNATE q- b d COMMON NAILS(FOR 8 PITCH) D/3 MAX. 2- 2 x 6 U.O.N. GEILIN6 TIE FOR q OF EA.PLATE TO PLATFORM ABOVE- I ib d COMMON NAILS® 1611 O.C. 4. ALL JOISTS HANGERS TO BE "TEGO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) b. DOUBLE J015T5 LINDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® I b"O.G. MAX.D FROM 1. ALL BEAMS, GIRDERS, HEADERS, ETG. TO HAVE A MINIMUM OF 4" BEARING. (ONLYAPPLICIA13LE FOR THO STORY CONFIGURATIONS): SUPPORT FLOOR J015T-END GUTS 8. ALL WINDOWS TO BE IN GONFORMANGE W/ ATTAGHED ENERGY STATEMENT W/ FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP MODELS NUMBERS ON PLANS. FOR C-.OF EA.PLATE TO PLATFORM ABOVE 4 ® GE OF EA.PLATE TO L1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPAGE FOR EMER6ENGY ALTERNATE PLATFORM BELOW- I Lbd COMMON N IL5 a Ib"OL. E5GAPE. IN GONFORMANGE WITH 2020 NEW YORK STATE BUILDING CODE GONFIGURATION 7D SEG. 8310 MIN OPENING OF 5.150. FEET ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LE55 THAN 44" OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH D/3 MAX. OF 20" (OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. AT STUD TO FLOOR ASSEMBLY r0 SILL PLATE(5)CONNECTION ® Ib"O.G. 10. EXTERIOR WINDOI/6 ARE TO BE DES16NED IN AGGORDANGE WITH SECTION RbOg. 1 1 ALL GLAZING SHALL GOMPLY WITH SECTION 8308. FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 11. 5TAIRWAY5 SHALL BE DESIGNED IN ACGORDANGE WITH 5EGTION5 8311.5 TO 8311.5.1 FOR CL OF MM PLATE TO PLATFORM BELOW- RAFTER CEILING JOISTS a L 1-d COMMON NAILS® Ib"O.G. 12. MOISTURE VAPOR. BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE G 4 INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPR151N6 ELEMENTS OF THE: BUILDING THERMAL ENVELOPE IN AGGORDANGE WITH 5EGTION N1102. "SIMPSON" LTP4 D/3 MAX. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN AGGORDANGE WITH SEGTION Rg05.2. a (OR EQUAL) ELEGTRIGAL: dJ I. ALL NEWLY INSTALLED ELEGTRIGAL NORK OR APPLIANGE5 SHALL CONFORM TO THE _ 2020 RESIDENTIAL GODE OF NEW YORK STATE AT STUD TO FLOOR A55EMBLY TO 51LL PLATE(5)CONNECTION AND BOTMTOM OOM0OP Q ° ° I SLAB ON GRADE APPLICATION: ® 32" O.G. PIPE OR CONDUIT1 LU 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS GERTIFIGATE UPON COMPLETION 0tu W ~ ° FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP D(ACTUAL DEPTH) OF WORK. .° ' a FOR CL OF EA.PLATE TO PLATFORM BELOW- I ib d COMMON NAILS 0 v 3. ELEGTRIGAL WIR.IN6 AND EQUIPMENT TO COMPLY W/GHAPTER5 34-43 a ® 32 O.G. GUTTING DRILLING AND N07GHIN6 DETAIL AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETEGTIQN AS PER N.Y.5. CODE 5EGTION 8314. TYPICAL SECTION DETA�I 5 OF JOISTS V ALL SMOKE DETECTORS SHALL BE INTERCONNEGTED AND HARD WIRED. m 5. EXHAUST FOR THE GLOTHE5 DRYER SHALL BE IN AGGORDANGE WITH 5EGTION M1502. b. THE EXISTING ELEGTRIGAL 5Y5TEM SHALL BE GAPABLE OF HANDLING THE IMP05ED L•OAD5 OF CIL O PROP05ED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANGE. NAILING STRAPPING @ EXTERIOR WINDOW/DOOR HEADER Q FOUNDATIONS, GONGRETE AND MASONARY: TABLE R501.2.1.2 tu L A L FOOTIN65 TO BEAR UPON FIRM VIRGIN UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FA5TENIN6 5GHEDULE Q I. 2. 501L A55UMED TO HAVE A MINIMUM BEARING GAPAGITY OF (I)TON /50. FOOT. FOR HOOD 5TRUGTURAL PANELS ,bc,d NOTE � ALL STAIRS, HANDRAILS 3. FOOTIN65 TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS ® 1:2 RATIO RAILINGS SHALL COMPLY (1' RISE MAX) FASTENING 5GHEDULE B W/ RGNYS SEG. R-311 v O Z (� Z 4. WALLS TO BE POURED GONGRETE OF 51ZE AND REINFORCEMENT SHOWN ON O } a FASTENER SPACING (INGHESq�' -� w PLANS. (U.O.N.) ROUGH OPENING FRAMING REQUIEREMENT5 FOR WINDOW OPENINGS TOP PLATES J FA5TENER 4 FEET< b FEET< Ili 13 < 5. NO BAGK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF PANEL SPAN A (IN ACCORDANCE WITH WOOD FRAME TYPE PANEL SPAN PANEL SPAN u- Z FRAMING OR PROPER BRAGIN6 15 IN PLACE. <4 FEET <_6 FEET <8 FEET GONSTRUGTION MANUAL 2001 EDIT10N1 iq b. FOOTIN65 TO BE OF POURED GONGRETE OF 51ZE SHOWN ON PLANS. NorarloN \ 0 r } BORED HOLE MAX. No. b WOOD 5GREW BASED D ROUGH A B G D E F w DIA. 40 PERCENT v t(1 n 1. ALL OPENING5 FOR 65 FLUES,UTILITIES, ETG. TO BE FILLED 50LID WITH CONCRETE. ANCHOR WITH 2-INCH 16 10 8 °PNS z OF STUD DEPTH ALL 61RDER5 I^IITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE © EMBEDMENT LENGTH B E - SIDES AND END'S. U.O.N. C 2'-0" 2 1-2"x 4" I I I I < m -I 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF No. 10 WOOD 5GREW BASE 4'-0" 4 1-2"X 4" 2 2 2 2 � 3,000 P.5.1. ALL. EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH 16 12 Q d z_Q HARDWOOD OR STEEL HANDRAIL 5/8" MIN.TO EDGE O O 3,500 P.5.1. 6ARAGE SLAB / EXP05ED SLAB ON GRADE / POURED STEPS. EMBEDMENT LENGTH b'-0" b 2-2"X 3 3 3 3 �Y I W/ 1 1/2" MIN. FINGER GLR. AND NOT g. CONCRETE 5LAE35 TO REST UPON MINIMUM b" OF FINE GRAVEL OR SAND WITH F 1-2 X 6 TO PROJECT MORE THAN 4.5 Q m N Y4-INCH LAG 5GEW BASED 2-2"X 4" 5/8" MIN.TO EDGE -1 MINIMUM EMIL. POLY. V.B. (@ OGGUPIED SPACE) AND WITH REQUIRED INSULATION. ANGHOR WITH 2-INCH 16 16 16 151-0" 8 --m-b" 3 3 3 3 FROM THE WALL. Z 10, ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. EMBEDMENT LENGTH ly NOTCH MUST NOT 1*1 W O lL 10'-0" 10 2-2"X b" 4 4 4 4 N EXCEED 25%OF EPTHO 11. BRICK VENEER TO BE ANCHORED W/(1) WALL TIE EVERY 32" O.G. VERTIGALLY AND E- O EVERY 18" O.G. HORIZONTALLY W/FLASHED JOINT ® BRIGK LEDGE OR RELIEVING ANGLE a u2'o° 12 2-2"X b" 5 4 5 4 =,* BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40SK AND boy 'fi'nn 0 W/ WEEP HOLES @ 4'-0" O.G. MAX TO DIREGT ANY CONDENSATION TO THE EXTERIOR. 4- ( of STUD DEPTH,THEN STUD MUST BE O V -1 LOCATED IN THE SAME GRO55 _ a.This table Is based on 180 mph wind speeds and a 33 foot mean roof height. SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWOLU 12. APPLY (1) GOAT OF ASPHALTIC, BASED DAMPROOFIN6 TO EXTERIOR OF FOUNDATION b.Fasteners shall be Installed at opposite ends of the wood structural panel. q WOOD STRINGER, STUD 5ECGE551VE 511,105 ARE DOUBLED ~ Z -I -�1 FROM FOOTING TO 2" ABOVE FINISHED 6RADE, UNLESS NET 51TE GONDITION5 EXGEED c.Nails shall be lod common or 12d box nails. A ° JACK5 4 KIN-5 M TREADS, $ RISERS AND 50 BORED 1- v CODE LIMITS. d,Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER Z SILL PLATE 13. THE MA50NARY CHIMNEY SHALL BE GON5TRUGTED IN AGGORDANGE WITH 5E6TION RI001. attached utilizing vibration-resistant anchors having a minimum ultimate ° Q O O ~ PLUMBING, MEGHANIGAL, FUEL 6A5, A/G: withdrawal capacity of 4q0 pounds. NOTATION: 1 I/4" NOSING NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 1. PLUMBING TO GOMPLY WITH THE 2020 R.E51DENTIAL CODE OF NEW YORK 5TATE2020 I.M.G GRAFTER 3 BUILDING PLANNING UL O Q AND 2020 I.F.6.G. ALONG WITH THE LOCAL BUILDING DEPARTMENT. 5EGTION R501 DE5ION CRITERIA A-NUMBER OF 8d NAILS®EA.END of 5TRAPPING5(TABLE 3.1,P.15'1) 4 (TABLE 6A PAGE 316) DRILLIN6 AND NOTCHING DETAIL d WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Ne° AND A MAXIMUM SPAN B-NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DO�OR5)(TABLES 3.235,P. Iq3) MINIMUM WIDTH OF STAIRS TO BE 3'-O" 0 O w - V W N 2. 51TE SANITARY 5Y5TEM5 ARE TO COMPLY WITH S.G.D.H.5. REQUIREMENTS. G-NUMBER OF FULL HE16HT KIN6 STUDS® EA.5IDE OF HEADER(TABLES 3.230,P. K13) G DETAIL '''') OF 5TUD5 -1 -1 � it l < 1 OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. 5TH I ✓ T I a OL Q 0) a ~ 3. PLUMBING, MEGHANIGAL, FUEL GAS 5Y5TEM5 SHALL COMPLY WITH THE RESIDENTIAL PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D-NUMBER OF Ibd NAILS.END-NAILED THROUGH ADJACENT KIIN6 STUD TO END OF HEADER 5EGTION5 FOR PLUMBING CODE (CHAPTER 25-33), MEGHANIGAL CODE (CHAPTER 12-23), PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.12 OR SHALL ® EA.5IDE(TABLE 3.1,P. 151) 4 (TABLE bA PAGE 316) ONO NO AND FUEL GAS CODE (CHAPTER 24 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE BE DESIGNED To RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK STUDS 0 EA.END OF HEADERS(TABLES 3.22F,P. Iql)A55UME DBL.HDR. N•T.5• 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE 5GHEDULE 40 THIGKNE55 WITH THE PROVISIONS OF THE 2015 I.R.G. F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF 51LL(5) 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONGRETE. ® EA.5IDE(00155 NOT APPLY TO DOORS)(TABLES 3.8,P. 151)4 (TABLE bA PAGE 316) 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE GAPABLE OF HANDLING THE IMPOSED LOADS OF a PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANGE. Ll