The URL can be used to link to this page

Home My WebLink About50156-Z aof sou Tyo`o Town of Southold * * P.O. Box 1179 �ban:, 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No. 46553 Date: 10/03/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4525 S Harbor Rd Southold, NY 11971 Sec/Block/Lot: 87.4-6.4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/20/2023 Pursuant to which Building Permit No. 50156 ' and dated: 12/26/2023 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 an unfinished basement, covered front porch, and outdoor shower as applied for per ZBA#7807 dated 8/17/2023. The certificate is issued to: Robert Jones Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0619 7/11/2025 ELECTRICAL CERTIFICATE: 50156 4/10/2025 PLUMBERS CERTIFICATION: Leoa_Pugh Five Star mb' 10/1/2025 Autho Sign ture o�Su�F c TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�ol 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#: 50156 Date: 12/26/2023 Permission is hereby granted to: Jones, Robert C/O Jacqueline Jones 2326 New York Ave Huntington Station, NY 11746 To: demolish (as per Town Code definition) and construct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 4526 S Harbor Rd, Southold SCTM #473889 Sec/Block/Lot# 87.-1-6.4 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 6/26/2025. Fees: DEMOLITION $399.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,227.00 CO-NEW DWELLING $100.00 Total: $1,726.20 Building Inspector SO!/r�ol Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �p • �o Jamesh@southoldtownny.gov UNT`lI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Jones Address: 4525 S. Harbor Road city:Southold st: New York zip: 11971 Building Permit#: 50156 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: High Speed Electric Electrician: Sean Doonan License No: ME-67805 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 50 Ceiling Fixtures 4 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 7 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 57 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge,1 dishwasher, 1 double oven, 1 cook top, 1 washer, 1 dryer, 1 hood, 1 tank 31 Notes: HOUSE Inspector Signature: Date: April 10, 2025 4525 s harbor rd Town Hall Annex ��.� Gym Telephone(631;765-1802 54315 Main Rciao a < P 0 Box 1179 N Southold, NY 1,1971-0959 BUILDING DEPARTMENT 3 202� TOWN OF SOUTHOLD A1��,�;;a ci:ItriHlc:�ric�� 1 Date X 1 BuildinitaPermit.No _ -�. 6r-- — er- Pleaseprint) (Please Print) I certify that the solder used in the water supply system contains less,than? 10 of 10� c• lumbers Signature) Sworn to before me tilts 21) —1! Notary Public, ( U66,��S county GREGORY J.D'Ai A Notary Ptihlic,State of New York #01 DA6690267 QualiRO In Queens CountV � Commission Expires t�I Z c -- 1 Qf SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. o�m� 631-765-1802 INSPECTION [L41--rOu ATION 1.ST/ REBAR [ ] ROUGH PLBG. [ NDATION 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: , 1 f o _ .ew 0 l DATE INSPECTOR)qtwA hO��OFSO(/lyOlo � 66 Ai5 05 (5 Yaterbor tjol , # TOWN OF SOUTHOLD BUILDING DEPT. o lm� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] 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: eoc6 e J rf ut" W%v Gto 5 e, +o G of- opt !sT oor ,ed pt SMOke LOW Ci e,l r on .S'eC.©in _T-I"O r DATE 0 A ` INSPECTOR pE SOUTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 o� INSPEC 10N [ ] FOUNDATION 1ST/ REBAR [ 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: rN NAkq�_, 6w�d'ONE &Z �A ca" DATE -. INSPECTOR o�aOF 50GlyO �© l J p� Hart Q 1 12 ( # # TOWN OF, SOUTHOLD BUILDING DEPT. cooNr+��'` 631-765-1802 I NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: Ho use 44K DATE �� a - INSPECTOR OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: I nkfwve� zv avt U(If 4 99MV4C \XVe - W6+k� DATE INSPECTOR ho�atf SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. "coutm, 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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: ("ojez , cCA -v/ AL vv 0A vv,/S DATE Job!,: YD INSPECTOR �atvso yO G �� cS a�bor * TOWN OF SOUTHOLD BUILDING DEPT. cour+n��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] . FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION D(] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1�1Ac•C5 O 5' DATE 3. , a� INSPECTOR) OE SOUlyolo d` �� -1 5 c5 , rlctl v v 1 #w\ # TOWN OF SOUTHOLD BUILDING DEPT. "�a�►�,�'� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [fQ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 1�d(15 w 1C,1t ©LAA161AP oLj1r,4 vteej +0 1Bc w� r +o vvAer npl i'vt54!!jj e-,6c r ec4l,u ;t no4 IM sled �Y_u .jt'S vL k6 L v� wo,l( z'sfa 6& eooer cok ko 4 b fk I(j ti ic_ for �e caw. Wse e wlt .si©e% rd 0l DATE "395 Z INSPECTOR409 - Qjjf so * # TOWN OF SOUTHOLD BUILDING DEPT. o m, 631-765-1802 INSPECTION [ ] FOUNDATION l ST/ REBAR [ ] ROUGH PLBG. ]' FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [;4] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ], PRE C/O [ ] RENTAL REMARKS: Y 6eA WrAK5 O;k oli5604141� f�r bou,l 00et. o�- cook :kp uqkem. Ire flock a u.4- 4,qq n-LIA vo-.rj- oq5�1. kow �de asco e. ror u9c,6 t- t20' nemA 6 vnQR4,f d K a cOlt- ek ge4�& DATE a INSPECTOR . dUV�&2410&42�' TOWN OF SOUTHOLD BUILDING DEPT. cou � 631-765-1802 INSPECTION' - FOUNDATION 1ST/ REBAR [ ] 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: 6wA locA, © � ;Fay coo -to Wo, 6u�e� DATE "T� INSPECTOR ` I� OF 50GTyOfo # * TOWN' OF SOUTHOLD BUILDING DEPT. coumN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR: [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [Vf FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION! [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] 'PRE.C/O [ ] RENTAL EMARKS: V sit -6 1 Via u OKAIL-le pVt 7q"y,6 (;At q 6 s x0oe- "dim, o X�A' • DATE 'h9 INSPECTOR Home Energy Rating Certificate Rating Date: 05/05/22 Projected Report Registry ID: Based.on Plans Ekotrope ID: 28alkxZL • - • - • Home: South 4525 • • R• . • Your - - - a performance _ lower the number,5 .To $ 3,15 ® Southold, • - . - - - - - Builder:learn • •' • - • o- • - BobSasso Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual cost. criteria of the following: Heating 24.2 $1,612 2020 New York ECCC Cooling 1.0 $65 2018 International Energy Conservation Code Hot Water 2.4 $159' Lights/Appliances 17.1 $1,138' Service Charges $144 Generation (e.g.Solar) 0.0 $0, Total: 44.7 $3,118 HERS'Inclex Home Feature Summary: Rating Completed by: MoreEnergp HomeType: Single family detached uo Model: Custom Energy Rater: Michael Catalano Existing: 1-120 i46 Community. Spot Built RESNET ID: 0210214 Homes130 Conditioned Floor Area: 1,738 ft2 Rating Company: Green Gbru LLC Number of Bedrooms: 4 12 Arbutus Court Reference- Primary Heating System: Air Source Heat Pump•Electric•10 HSPF 631-398-6906 Horne. T; soo 90. Primary Cooling System:, Air Source.Heat Pump.'.Electric•18 SEER Rating Provider: RATERusa: 30 Primary Water Heating: Residential.Water Heater?Electric•3.75 Energy Factor PO BOX 1280 -70 House Tightness: 3 ACH50 855-273-7872 ac Ventilation: 110 CFM•35 Watts•Exhaust Onlyso 40 This Home Duct Leakage to Outside: 25 CFM @ 25 Pa(1.44/100 ft) 30 Above Grade Walls:. R-21 71 Ceiling: Vaulted Roof,R-30 Zero energy 10 Window Type: U-Value:0.28,SHGC:0.31 i`r ad U- alaiL[, Horne 'Wal a Foundation Walls-- N/A Michael Catalano,Certified Energy Rater omr,•rSKr "rw LesiEneW Framed Floor R-30 Digitally signed:10/18/23,at 9:56 AM. 6 ek The Energy Rating Disdosure for this home is available from the Approved Rating!Provider- • rope Ekotrope RATER-Version.4-1.13263 t t 2018 I ECC R-406 Projected Energy Ruing Index Report Property Organization Energy Rating Index Information Builder:Bob Sasso Company:Gre_en Guru LLC Projected Rating Address: Phone: Rating No: 4525 South Harbor Road,Southold;.NY Rater:Michael Catalano Date Rated:05105/22. 11971 Rater ID (RTIN):0210214 EstimatedA - • • • • Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 24.2 $1,612 Cooling 1.0 $65 Water Heating 2.4 $159 Lights&Appliances 17.1 $1,138 Photovoltaics 0.0 $0 Service charge - S144 Total 44.7 $3,118 'Based on standard operating conddions ERI with PV:62 ERI without PV:62 Annual Estimates Electric(kWh):13,100.0 CO2 Emissions(Tons):5.6 Natural Gas(Therms):0.0 PASS This home MEETS.the Energy Rating Index Score requirement of 2018 IECC R-406 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 verified by Ekotrope. Name:. Michael Catalano Signature: « ��, Organization, Green Guru LLC E: Digitally signed: 10/18/23 at 9:56AM 'yOORTCAr,F,ry Company:RATERusa Address:PO BOX 1280 Phone#:855-273-7872 T, Na'i 98.956 Fax#:855-273-7872 �RfO1TAT�� , To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Projected. Confirmation required.) 'I climate • - 4 MandatoryRequirements Provision Number Topic Compliance Decision _-2009=IECC Table 402 1 1 Building thermal envelope minimum Insulation levels aril PASS ` >: , maximum fenestration.U40-6tor-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 En elopear 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 contam►ng:fuel-tSuming appliances - ----- --- --- - -- - - - -------------- -- ------------- -- --- ---- _ R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS - - - (SHGC)PASS - --- - ----- - R403.1.2 Heat pump controls PASS ---- - --- - R406 2=, Duets outideofcondit _..ds. atob minimumu PAS * - of`R 6 = .------ - - --- - _-- -.-- .. -- --- ----.... - -- - ---- - -- R403.3:2 Duct sealin 'on all ducts PASS* - - - - ---------- -- - - -- .... ----- - -- - - -------- - -_------------------------------ - - R403._3.3 Duct testing for ducts in unconditioned_space = PASS - ----- -. .. - ------ --- - - -- -- -- R403.3.5 Building cavities not used as ducts- PASS* _= - -- ------ -- - R403 51 Heated water circulation and temperature maintenance'systems PASS* comply R403.5.3 Hot water pipe insulated to R-3 PASS - - - - - -- - -- _ R403 6 Mechanit,al ventilation meeting the requirements of the IRC or PASS* IMG Outdoorair-and exfiaust danpers_installed` - - - - R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for permit systems- R403 8_ Systems serving multiple dwelli00 un►ts to meet the.mephanib PASS* = 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 - -- - - ----- - - ---- - ---- ----- ---- --- R40111 Portable spas meet the requirements ofAPSP-14. PASS* R404.1- High efficacy ilght5 installed in 90%of permanently insta0ed PASS --.- *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector, Code Inspector,or Builder. Ekotrope RATER-Version 4.1.1.3263 IECC 2018 ERI compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. 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. - MAN IkL r,..._.......................... ................,,.............,..............................,..................................................................... M,,,,,,.,,,....,.,,,.,,..M,,,,.,.,......,......,,,,.,..........._,,,„_.......... n,,.,.,..,....,,,.,..,,,,,...,,,.,.,.,.,........,.,.................,.,...........,,,R..., ...............................,,,...,,,,...,,.........,..................,..,...,.,..,...,....,...,,,...,..,,,..._ .-.....,......,,...,,., 4525 South Harbor Road Southold, NY 11971 Builder: Bob Sasso II. Model: Custom Community: Spot Built ; This report is based on a proposed design and does not confirm field enforcement of design elements. I THIS HOME IS CERTIFIED TO MEET THE 2018 • • • CODE I Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-8.0,Return R-8.0 2 Above Grade Walls R 21 Duct Leakage to Outside 25 CFM @ 25Pa (1.44/ 100 ft ) Foundation Walls N/A Total Duct Leakage 55 CFM @ 25Pa(Post-Construction) 1� Framed Floor R-30 Heating Air Source Heat Pump• Electric• 10 HSPF Slab N/A Cooling Air Source Heat Pump• Electric- 18 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Electric• 3.75 Energy , Factor Window U-Value:0.28, SHGC: 0.31 is I% 1jII As a,3rd party extension of the code jurisdiction utilizing these reports, 1 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 SUFFOLK County.If rating is Projected.I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspectedltested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party_ Name: Michael Catalano Signature: /`uicAad Organization: Green Guru LLC Digitally signed: 10/18/23 at 9:56 AM Ekotrope RATER-Version 4.1.1.3263 2018 IECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. 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 shown on this report i New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Bob Sasso. Company-.Green.Guru LLC Projected Rating Address: Phone: Rating No: 4525 South Harbor Road,Southold,.NY Rater:Michael Catalano Date Rated:05/05/22. 11971 Rater ID (RTIN):0210214 Estimated Annual Energy • • • Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 24.2 $1,612 Cooling 1.0 $65 Water Heating 2.4 $159 Lights&Appliances 17.1 $1,138 Photovoltaics 0.0 $0 Service charge - $144 Total I 44.7 $3,118 'Based on standard operating conditions ERI with 1PV:57 ERI without PV:57 Annual Estimates Electric(kWh):13,100.0 CO2 Emissions(Tons):5.6 Natural Gas (Therms):0.0 411r,01119 - - - 200M.111 Ilion 1,1161- 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 verified by Ekotrope. . Name: Michael Catalano Signature: lll�4ael Organization; Green Guru LLC Digitally signed: 10/18/23 at 9:56 AM. t Provider L . • ?'y Seiii OORTGAG, Company:RATERusa Address:PO BOX 1280 m� zY it Phone#:855-273-7872 NON 98.956 Fax#:855-273-7872 �; `T a �RFOITA-0 To determine if a provider is properly accredited go to:www.resnet.usiprofessionallprograms/search_directory (Projected. Confirmation required.) Climate Zone 4 Mandatory Requirements Provision Number Topic Compliance Decision 2010 ECCCNYS-Table '-�'J Building thbr I ibriv. lobb-minimurninsuldtion levels and.. PX58 402 1.17or 402.1.3 mawmurri fenestrationU4a6t6r:and R401-3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R4 0 2--.4_�A 2 Envelop r leakage maximum leaka�de- _(4--fie PASS ................. .......... R4 1 02 4.1 [Table Comply with a ir sealing and insulation requi I rements;in Table Checklist required for CO R402.4.1.1 R402.4.1.1 dooms-containing.fue fuel appliances,- PA SS*R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS PASS - R403.1.2 Heat pump controls PASS* 6d uctsi o utsid'D to aur-hinimum -PASS*co to_b6ijnsUlated R4013.2 Duct sealing on all du cts PASS* _d Ubt testi ITU PA85i, R403.&_,� D uctsJ unconditioned space R403.3.5 Building cavities not used as ducts. PASS* foir-culatiort- dre'.ffi-binte-na-h-66 6 ms --_,PA5S* 11401 1 Heated wb7t6 temperature comply. -- ------ R403.5.3 Hot water pipe insulated to R-3 PASS - --- -Mech9rical-v---e-ntilafion- hedtingithe-rdquir POt§-of-fbJRG6r. IMC Outdoor air and extiausfi:dam pe R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for permit systems- - _V, 11403AP .4�Swimsuving' tiI _11 WnifiO ee - _PA rn reaulrement§of IECC.commercial coda R403.9 Snow melt and ice system controls installed where applicable PASS* Pools _dp nent spa consurn 13,401 1 iofimeet PASS' 7 reqUir6me for heaters"' ime-clock S an -covers R403.11 Portable spas meet the requirements ofAPSP-14. PASS* High ffi odrin6nentiv installed kPASS-..R404 1 cylights installed of e ica n.90%. fixtures- i This is a projected rating-.-These Items must eventually be field-verified by the Rater, Field Inspector, Code Inspector,or Builder. . Ekotrope RATER-Version 4.1.1.3263 New Yark ECCC 2020 ERI compliance results calculated using Ekotrope RATERs energy and code compliance algorithm_ EkotropeRATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. i .............. 4525 South Harbor Road Southold, NY 11971 Builder: Bob Sasso Model: Custom Community: Sot Built p , This report is based on a proposed design and does not confirm field enforcement of design elements. CERTIFIED' THIS HOME IS TO MEET THE NEWYORK ECCC 2020 ENERGY CODE z s Building Features i Ceiling Vaulted Roof, R-30 Duct Supply R-8.0, Return R-8.0 ; Above Grade Walls R-21 Duct Leakage to Outside 25 CFM @ 25Pa (1.44 / 100 ft') r r Foundation Walls N/A Total Duct Leakage 55 CFM @ 25Pa (Post-Construction) i I Framed Floor R-30 Heating Air Source Heat Pump • Electric• 10 HSPF ., Slab NIA Cooling Air Source Heat Pump • Electric• 18 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Electric• 3.75 Energy Factor j Window U-Value: 0.28, SHGC: 0.31 z 7, 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 a Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the-building design described herein is consistent with the building plans.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 will be verified as such by another party_ Name: Michael Catalano Signature: /W l ad('al-a" j i Organization: Green Guru LLC Digitally signed: 10/18/23 at 9:56 AM 3 Ekotrope RATER-Version 4.1.1.3263 f 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 `` Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY 11971 Michael Catalano Model: Custom Community:Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRoz General Building Information Conditioned Area(sq ft) 1,738 Conditioned Volume(cubic ft) 15,272 Insulated Shell Area (sq ft) 4,859.06 The building energy model in Ekotrope reflects the building assemblies and energyfeatures Listed below. Soriietimes_onergy features will change in the field`from' what has been modeled.'The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code., Slab None Present Framed Floor Name: First Floor above cellar(691 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Name: First Floor above crawl (677 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall None Present Above Grade Wall El Name:AGVV Wall to Ambient(1,905.36 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Rim Joist Name: Rim (164 s.f.) R:20.00 Name: Band Joist to Ambient(53.7 s.f.) 1 R:20.00 Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY 11971 Michael Catalano Model: Custom Community: Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRo-, Ceiling / Roof Name: Vaulted(1,368 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Opaque Door Name: D1 05.5 s.f.) R:2.10 Name: Front(13.2 s.f.) R:2.10 Glazing Name: 1 (15 s.f.), U:0.280, SHGC: 0.31, Orientation:WEST Name:2 (10 s.f.), U:0.280, SHGC: 0.31, Orientation:WEST Name: 3 (6 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST t—t Name:4 (10 s.f.), U:0.280, SHGC: 0.31, Orientation:WEST Name:5 (11.9 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name: 6 (11.9 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name: 7 (11.9 s.f.), U:0.280, SHGC: 0.31, Orientation:WEST Name: 8 (14.7 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name: 9 (14.7 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name: 10 (49.1 s.f.), U: 0.280, SHGC: 0.31, Orientation: WEST 2 Name: 11 (11.9 s.f.), U: 0.280, SHGC: 0.31, Orientation: WEST Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY 11971 Michael Catalano Model: Custom Community:Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRoi Name: 12(11.9 s,f.),. U: 0.280, SHGC:0.31, Orientation:WEST Name: 13 (11.9 s.f_), U: 0.280, SHGC:0.31, Orientation:WEST Nam.e:,14.(3.6 s_f_), U 0.280, SHGC:0.31; Orientation:.WEST Name: 15(11.9 s.f.), U: 0.280, SHGC--0.31, Orientation:WEST Name: 16.(11.9 s.f.), U:0.280; SHGC-.0.31,, Orientation:WEST Name: 17 (11.9 s_f_), U: 0.280, SHGC:0.31, Orientation:WEST Name: 18 (2.3 sJ.), U:0.1280, SHGC: 031, Orientation:WEST Name: 19 (7.8 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name:20 (2.3 s_f.), U. 0.280, SHGC:0.31, Orientation:WEST Name:21 (15 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Name:22 (15 s.f.), U: 0.280, SHGC: 0.31, Orientation:WEST Skylight None Present Mechanical Ventilation ElMechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 24 hrslday, 35 Wafts Mechanical Equipment Heat Pump• Electric• 100% Heating Load @ 10 HSPF, 100%Cooling Load @ 18 SEER 3 Water Heating •Electric• 100% Hot Water Load @ 3.75 Energy Factor Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY 11971 Michael Catalano Model: Custom Community: Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRo< Air Leakage Control ElTest Status: Blower-door tested House is air-sealed as to achieve 764 CFM50 (3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 20121ECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space, testing required Leakage to Outside specified as:25 CFM @ 25Pa(1.44/100 ftz) Total Leakage specified as:55 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM251100 sq ft CFA. Rough in Test With AHU:Total Duct Leakage <=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012JECC Mandatory,201.5,2018,&2021 IECC Prescriptive Paths-. Postconstruction Leakage Test:Total Duct Leakage<=4 CFM251100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM251 100 sq ft CFA. Note: IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths (Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. 4 Project Notes Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community:Spot Built Builder Bob Sasso 0210214.351D-4525SouthHarborRoad11971 General Building information - Number Of Bedrooms 4 --------------- - Number Of Floors 2 Conditioned Flo-or-Are a---[ ff] 1=738 Has Electric Vehicle Ready Space No ------------ --------------- Unconditioned,;=attached'garage No Conditioned Volume[cu.tt] 15,272 Total_U #S In Budd►n9 -. 1- _ -'. z. Residence Type Single family detached Number of Floors In Bulldmg _ -_. _ --- -: _ - Floor Number � - - - __ Model=- Custorn Community Spot Built RESNET/IE CC 2006.20.18 Climate Zone 4A - IECC 2021_Climate Zone 4A Foundation Wall None Present Foundation Wall Library List None Present Slab None Present Slab Library List None Present Framed Floor Name Library Type Carpet R Floor Grade Surface Area Location First Floor above cellar R-30 Q.6S Above Grade, 691.0 tt' Uninsulated Unconditioned Basements First Floor above era%ll R-30 0:65` Above:Grade 677-0 fl= Vented Crail 1 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru li Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community Spot Built Builder Bob Sasso r 0210214.351D_4525SouthHarborRoad11971 Frametl Flaor Library List Name Effective R-value 111--30 26.979 Rirn Joist Name Library Type Surface Area Location Band Joist to Ambient R 20.0 53.7 It E)(posed Exterior Rim R 20.0. 164.0 ftl Exposed Exterior t Rim Joist Library List Name Effective Insulation R-value R 20.0. 20.00 Wall Name / Library Type Surface Color Surface Area Location AGW Wall to Ambient, R-21 3"closed cell Medium 1,905.4 IF Exposed Exterior Wall 1_ibrary List Name Effective R-value R-21 3"closed cell% 15.214 Glazing Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment 1 400Series- AGW Wall to' Yes, 1.33 5 10 West 15.0 fts V/Wood Ambient: 10 40OSeries- AGW Wall to: Yes; 1,33 1.5 6.95 West 49.1 ftz V/Wood Ambient' 2 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community Spot Built Builder Bob Sasso 0210214.351 D_4525SouthHarborRoad11971 Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment 11 400Series- AGW Wall to Yes 1.33 1 5.5 West 11.9 ft' V/Wood Ambient: 12 400Sefies- AGW Wall to Yes 1.33 1 5.5 West 11.9 ft' V/Wood Ambient. 13 400Series- AGW Wail to: Yes 1.33 1 5.5 West 17-9 ft' Mood, Ambient 14 400Series- AGW Wall to Yes 1.33 3.3 15 West 3.6 ft2 Mood Ambient' 15 400Series AGW Wail to Yes 5 1.2 5.7 West 11.9 ft' Mood Ambient:. 16 400Series- AGW Wall to Yes 5 1.2 5.7 West 11-9 ft' V/Wood Ambient: 17' 400Series- AGW Wall to Yes' 5 1.2 5.7 West 11.9 tt' V/Wood Ambient 18 400Series-` AGW Wall to Yes 6 1.2 4.61 West 2.3 ft' Mood Ambient: 19 400Series- AGW Wall to Yes 6 1.2 4.61 West 7.8112 VIVVood, Ambient: 2 400Series-= AGW Wall to Yes' M 1.5 3-5 West 10.0 ft, V/Wood Ambient: 20 400Series- AGW Wall to' Yes; 6 1.2 4.61 West 2.3 W V/Wood Ambient. 21 400Series2 AGW Wall to Yes' 1.33 1 6 West 15-0 V V/Wood Ambient 22 400Series= AGW Wall to Yes 1.33 1 6 West 15.0 ttl V/Wood Ambient: - 3 400Series- AGW Wall to Yes 1.33 13.7 15.7 West 6.0 Ill V/Wood Ambient. 4 400Series AGW Wail to Yes' '1.33 9 11' West to.bII' V/Wood, Ambient 5 400Sedes= AGW Wall to Yes• f 1.2 5.7 West 11.9 IF V/Wo0d Ambient. 5 40oSeries'. AGW Wall to. - Yes 1, 12 5.7 West 11_9it2 VMlobd Ambient: 7 400Series-' AGW Wall to Yes 1 -1.2 _. _5J West 11.9 n, V/Wood Ambient 8 400Series- AGW Watt to' Yes 1.33 1 5.9 West 14.7 ftz VMlood Ambient: 9 400Sefies AGW Wall to Yes 1.33 1 5.9 West 14.7 1`12 V/Wood Ambient. Glazing Library List Name Shgc U-factor. 400Series-VM ood. 0.31 0.280 3 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community_Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRoad11971 Skylight None Present Skylight Library List None Present Opagwe Door Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance D1 1L4 Wd solid, AGW Wall to 0.9 0,75, Medium 15.5 ftt Exposed Exterior • =core' AinDient' Front 1-34 Wd solM AGW Wall to 0.9! 0:75 Medium 132 T Exposed Exterior core Ambienf Opaque Door Library List Name Effective R-value 13/4 Wd solid core: 210 Roof Insulation Name Library Type Attic Exterior Area 11121 Clay or Concrete Roof Surface Color Surface Area Location Tires Vaulted R 30„Vaulted 1,368, No Medium 1,368.0 t1z, Vaulted Roof Roof Insut1 11 Library List Name Has Radiant Barrier Effective R-value 0 R30,Vaulted No 27.336 4 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRoad11971 IN III, Whole House Infiltration Infiltration Measurement Type ,_Shelter Class 3 ACH at 50 Pa Blower-door tested 2 Mechanical Ventilation Ventilation Type Ventilation Rate[W Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer 1 Minute] per day three hours Percent Exhaust Only 110 CFM 24 35 Watts No' 0 J t_ighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting OZ 1001 0 100 0' ,Y 100 Onsite Generation None Present Onsite Generation Library List None Present =G, neration None Present Dehumidifier None Present 5 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community-Spot Built Builder Bob Sasso 0210214.351 D_4525SouthHarborRoad l l971 Dehumidifier Library List None Present Whole House Fan None Present i rM House Fan Library List None Present Conditioning Equipment Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Heat Pump 48k 18seer10hspf 100% 100% 0% Conditioned Space Water Heating XE65T10HS45U0 HP 0-'� 0% 100% Conditioned Space Hot Water Equipment Type: 48k 18seer10hspf EqulprnentType _ __ J, Alf Source Heat Pump Fuel Type Electric Motor Type T ECM(Variable Speed) Heat Pump System Type_ Unspecified_ Heating Efficiency 10 HSFF Heating Capacity[kBtu/ti] 48 Backup Fuel Type Switctit5vet Temperature[F] =� _ __ 0� - Backup Heating Efficiency 1 Adjusted Efficiency Use default Supplemental Heat No Supplemental Heat[kW] 1(} Cooling.Efficiency—--- - ___.—__._ 18 SEER - r--.---- -., Cooling Capacity[kBtulh] _ 48 6 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community-Spot Built Builder Bob Sasso 0210214-35ID-4525SouthHarborRoad11971 HkOrb E MUO HP Hot Wa#er EquipmentType Residential Water Heater - Fuel Type Electric - - _-DistfiFUti66TkP--k--.---- niEDdivery Hot Water Efficiency 375 Energy Factor Tank --59 Distribution System- --- Distribution TypO Heating Equipment Heat Pump ---7�- -"-:He-a-t--Pu—m-p---- Sq.Feet Served 1,738 Retum Grilles Supply-buct R Value -8 zReturn Duct R Value --8 Supply Duct Area Jff2J 469.26 Return Duct fix-6a[ft2]- -----173,-8 Leakage to Outdoors 25 CFM U 251`8(1.44 100 ft.) -Total Lea-kaae 55-CFM25 - ...................... Total Leakage Duct Test Condition s Post-Construction _Use yes Duct 1 .-06-icent Supply p.ply Area.z 55........— -P&Cefit-Rettiffin Aaea- --1,255-77--- -0-u—ct-Co0itio -� Q6kditfo-fi&d-"9p6c—e -- n Percent rit Supply Area 45 -'Pefcbnt-R-etUrrfAraii -:'45-- ------ Duct 3 �D&t Woc—ation" Conditioned Space-- __ Percent Supply Area -Percent Return Area Duct 4 �EDuct Uodatiofi-F Percent SupplyArea 0 --Pfe—rcent We-tum—A7r6--a-- 0- .............. -Ouict 5 -D—ucf Location Percent Supply Area Pdfc-OnfRetu—m Xe�la Duct 6- -DucfLocalJ-cfi"-"-" -Conditioned Space Percent Supply Area 0 Percent =0 it krea H�/AC Grading --HV ACOrading-Not,Coilducte-d Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community:Spot Built Builder Bob Sasso 0210214.351D.45253outhHarborRoad11971 �F a Tias MINIM., - ii 1 511 0� '.Ce ffing-T.6n N_ ---—------ Cfnn�Per Watt ----- . Water Distribution — _Water Future TOe-7- ______777Stan Use Default Hot Water Pipe Length No At Least R3 Pipe Insulation? Yes Hot:Water Recirculation-Syst-eftf No —-----—---------- Recirculation System Pipe Loop Length[ft] 30 D-WiMfiff Heat_Rec ovey2 N CI'othes Dryer 3.0-1 Fuel Type--- Electric -'7_71-imer Confrols Is Outside Conditioned Space No Defaults Type HERS Reference Clothes Washer --Ldbe1.Ene_r_g_ qg�- -)q a _R-t ri -152kWhMdr Annual Gas Cost $12.00 Gas Rate S1.091Therm- -----------2.015 - -- Imef --D-efA-jft§_Type Load Type Front-load Loads Per Week —6 Is Outside Conditioned Space No - _.Clothes Wdsh6r VAV dilabre_-.� Dishwasher- -Dishwasher-'Defaults-Typ Cu stoffi- - - ------------ -- ------- ----------------------------- Dishwasher Size Standard w er-Effiq1&fic7y -_ 270kWfi_ ------ Annual Gas Cost $33.1 2 -Efeqtfic_R�ate 0-12/kWh-. Gas Rate $1.09/Therm I§'_CFuts_idd'.CZffditr6 Dishwasher Available Yes 8 Building Summary Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community-Spot Built Builder Bob Sasso 0210214.351D.4525SOuthHarborRoad11971 ............11111110 App liances No progr --- ---- -------------- -f&niatove n----Fuel------------- Electric "C C --------- ------------- Yes Induction Range? Yes ---Conditioned---- p6de?.-Ran-ge/Oven Outside. Space?'.-------------- ---------- ----------------------------------------- ------------------------------------------ Refrigerator Consumption 693 kWh/Year Refrigerator itiontid. N Space? -- ------- ------------- ' Manual S Compliance Report Job: GGM.124.22Date: Aug 16,2022 Entire House EV. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wm.greenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 89.0°F Sensible gain: 12934 Btuh Entering coil DB: 75.5'F Outdoor design WB: 73.0'F Latent gain: 2505 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0'F Total gain: 15439 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: PUZ-A42NKA7***+PVA-A42AA* Actual airflow: 1400 crm Sensible capacity: 29400 Btuh 227%of load Latent capacity: 12600 Btuh 503%of load Total capacity: 42000 Btuh 272%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 17.0'F Heat loss: 21147 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: PUZ-A42NKA7***+PVA-A42AA* Actual airflow: ,1400 crm Output capacity: 46000 Btuh 218%of load Capacity balance: 3.9 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Mitsubishi Electric Model: Actual airflow: 1400 cfm Output capacity: 6.2 kW 100%of load Temp.rise: 14 OF Meets all requirements ofACCA Manual S. wrightsoft® 2023-Oct-1614:20:26 ^1 w,„ Right-Suite@ Universal 202323.0.01RSU26941 Pagel +C� ...arbor Rd Southold-Sassokt525 S.Harbor Road.rup Cale=MJ8 Front Door faces:N Load Short Form Job: GGM.124.22 Date: Aug 16,2022 Entire House �r j. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:Wwwgreenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 17 89 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 53 14 Pressure/ACH/AVF 50 Pa/3.0/751 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 44 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-A42NKA7*** Cond PUZ-A42NKA7*** AHRI ref 201754483 Coil PVA-A42AA* AHRI ref 201754483 Efficiency 9.3 HSPF2 Efficiency 10.1 EER2,18 SEER2 Heating input Sensible cooling 29400 Btuh Heating output 46000 Btuh @ 47°F Latent cooling 12600 Btuh Temperature rise 30 OF Total cooling 42000 Btuh Actual airflow 1400 cfm Actual airflow 1400 cfm Airflowfactor 0.076 cfm/Btuh Airflowfactor 0.115 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=4 OF Backup:Mitsubishi Electric In ut=6 kW, Out ut=21155 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 154 1921 1351 147 155 Bath 1 65 0 0 0 0 Bed 3 134 1896 1352 145 155 Bedroom 2 134 1365 990 104 114 CI.1 14 0 0 0 0 B1-CI 10 0 0 0 0 Stair 1 59 0 0 0 0 B2-CI 10 0 0 0 0 B3-CI 10 0 0 0 0 LIN 6 0 0 0 0 FP 13 0 0 0 0 Kitchen Grt Rm 721 8288 6560 633 753 Loft 268 4120 1740 315 200 Stair 2 28 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Oct-1614:20:26 ht-SuiteOUniversal202323.0.01RSU26941 Page onie,.�nwwuo,.mw.�a.�y 9 g ACCI� ...arbor Rd Southold-SassoW525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N Bath 2 47 738 197 56 23 Entire House 1672 18329 12189 1400 1400 Other equip loads 2819 745 Equip.@ 0.94 RSM 12158 Latent cooling 2505 TOTALS 1672 21147 14663 1400 1400 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ - wrightsoft® 2023-Oct-1614:2026 MCA Right-Suite®Universal 2023 23.0.01 RSU26941 Page 2 ..arbor Rd Southold-Sasso14525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N Building Analysis Job: Aug 16,2 22 ow) g Y Date: Aug 16,2022 Entire House ev:Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling New York,LaguardiaAP,NY,US Indoor temperature(OF) 70 75 Elevation: 30 ft Design TD(OF) 53 14 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 44.4 32.0 Dry bulb(OF) 17 89 Infiltration: Daily range °F) - 10 ( L ) Method Blowerdoor Wet bulb(OF) - 73 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/751 cfm • Component Btuh/ft' Btuh %of load Walls 3.3 5916 28.0 Ventilation Glazing 15.9 3409 16.1 Doors 20.7 2097 9.9 Walls Ceilings 1.8 2373 11.2 Floors 1.5 18 0.1 Infiltration 2.1 4515 21.3 Infiltration Ducts 0 0 Piping 0 0 Humidification 0 0 other Ventilation 2819 13.3 Glazing Adjustments 0 1 Ceilings Total 1 1211471 100.01 Doors Component Btuh/ft2 Btuh %of load Walls 1.0 1857 14.4 ventilation Glazing 15.8 3392 26.2 Walls Doors 11.9 1207 9.3 Ceilings 0.8 1084 8A Floors 0.4 5 0.0 Internal Gains Infiltration 0.3 604 4.7 Ducts 0 0 Glazing Ventilation 745 5.8 Internal gains 4040 31.2 Blower 0 0 Adjustments '0 Infiltration Total 12934 100.0 Doors Ceilings gs r Latent Cooling Load=2505 Btuh Overall U-value=0.076 BtuhV°F, Window/Floor Area=12.8% Data entries checked. r -r- wrightac Tt® 2023-Oct 1614:20:26 Right-Suite(@ Universal 2023 23.0.01 RSU26941 Page l AC( . ...arbor Rd Southold-Sasso\4525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N Job: GGM.124.22 AED Assessment Date: Aug 16,2022 Entire House a/ ! Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:WYwvgreenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling New York,LaguardiaAP,NY,US Indoor temperature(OF) 70 75 Elevation: 30 ft Design TD(OF) 53 14 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 44A 32.0 Dry bulb(OF) 17 89 Infiltration: Daily range(OF) - 10 ( L ) Wet bulb(OF) - 73 Wind speed(mph) 15.0 7.5 Test for Adequate • • Hourly Glazing Load 5,50 5,00 4,50 4,00 m 3,50 a 3,00 2,50 2,00 1,50 1,00 50 0 --- --12-- 13 14 15 16 17 18 19 20 Hour of Day /Hourly Op Average /AED limit Maximum hourly glazing load exceeds average by 23.5%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh Wrightsoft- 2023-Oct-1614:20:26 I- Right-Suite@ Universal 202323.0.01 RSU26941 Pagel ACCk ...arbor Rd Southold-Sasso14525 S.Harbor Road.rup Cale=MJ8 Front Door faces:N N e Basement Su Riser E .6r:ellar 3 7" 1 ,7 2 .12" 6" 8, g snnt Staii Su Riser Su iser New Crawl Space ar Su Riser 6" II r Crawl 6 Job#: GGMA24.22 Green Guru LLC Scale: 1 : 85 Performed for: , Page 1 Sasso Residence 12Arbutus Court,Suite 2 RghtSurte®Universal2023 4525 S.Harbor Rd. Greenlawn,NY 11740 23.0.01 RSU26941 Southold,NY 11971 Phone:631.398.6906 2023-0ct-1614:21:17 wwwgreenguru.org michael@greenguru.org ..."asso14525 S.HarborRoad.rup rU i First Floor Sun Riser 10-1 ram— 1 cisk 78 ch 78 finB1-CI Bed 1 6„ FP 151 cfm Stair 1 Sup Riser Su EWiser l 6 Kitchen Grt Rm Bath 1 Sup Riser LI B3•-CII 400 cfm CI. 1 cfM Bedroom 2 Bed 3 1, cim 62-CI 114 cfm 78 cfrn Job#: GGM.124.22 Green Guru, LLC Scale: 1 : 85 Performed for: Page 2 Sasso Residence 12Arbutus Court,Suite 2 RightSuite@ Universal2023 4525 S.Harbor Rd. Greenlawn,NY 11740 23.0.01 RSU26941 Southold,NY 11971 Phone:631.398.6906 2023-Oct-1614:21:18 www.greenguru.org michael@greenguru.org idSasso�4525 S.HarborRoad.rup N Second Floor Su Ri C"01 79 cfrfp 9 cfm Loft Chimn Stair 2 Sup Riser Su PARiser cfrr cfm Bath 2 Sup Riser Qf 6" c"R 79 cfm Job#: GGMA24.22 Green Guru,LLC Scale: 1 : 85 Performed for: Page 3 Sasso Residence 12Arbutus Court,Suite 2 RightSurte®Universal2023 4525 S.Harbor Rd. Greenlawn,NY 11740 23.0.01 RSU26941 Southold,NY 11971 Phone:631.398.6906 2023-0ct-1614:21:1 s wwwgreenguru.crg michael@greenguru.org ldSassoW525 S.HarborRoad.rup OggDuct System Summary Job: Aug 16,2 22 Date: Aug 16,2022 Entire House EV.Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.238/0.122 in H2O 0.238/0.122 in H2O Lowest friction rate 0.099 in/100ft 0.099 in/100ft Actual airflow 1400 cfm 1400 dim Total effective length(TEL) 365 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in)' Mat Ln(ft) Ln(ft) Trunk Bath 2 h 738 56 23 0.114 5.0 Ox 0 MtFx 9.5 200.0 st1 Bed 1 C 676 73 78 0.099 6.0 Ox 0 MtFx 26.2 215.0 st1 Bed 1-A C 676 73 78 0.115 6.0 Ox 0 MtFx 16.6 190.0 st1 Bed 3 C 676 72 78 0.120 6.0 Ox 0 MtFx 29.1 170.0 st1 Bed 3-A c 676 72 78 0.132 6.0 Ox 0 MtFx 30.3 150.0 st1 Bedroom 2 C 990 104 114 0.124 7.0 Ox 0 MtFx 32.6 160.0 st1 Kitchen Grt Rm C 1312 127 151 0.121 7.0 Ox 0 MtFx 35.9 160.0 st2 Kitchen Grt Pin-A c 1312 127 151 0.110 8.0 Ox 0 MtFx 46.5 170.0 st2 Kitchen Grt Rm-B C 1312 127 151 0.135 7.0 Ox 0 MtFx 25.9 150.0 st2 Kitchen Grt Pm-D c 1312 127 151 0.102 8.0 Ox 0 MtFx 37.5 195.0 st2 Kitchen Grt Rm-E C 1312 127 151 0.131 7.0 Ox 0 MtFx 11.5 170.0 st2 Loft h 1030 79 50 0.106 6.0 Ox 0 MtFx 19.7 205.0 st1 Loft-A h 1030 79 50 0.112 6.0 Ox 0 MtFx 22.1 190.0 st1 Loft-B h 435 79 50 0 0 Ox 0 ShMt 0 0 Loft-C h 1030 79 50 0.113 6.0 Ox 0 MtFx 10.5 200.0 st2 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 610 547 0.099 776 12.0 0 x 0 ShtMetl st2 PeakAVF 712 803 0.102 872 13.0 0 x 0 ShtMeti -�- wrightsoft, 2023-Od-1614:20:26 CA Right-Suite@ Universal 2023 23.0.01 RSU26941 Page 1 ..arbor Rd Southold-SassoW525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N 1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 Ox 0 1400 1400 123.7 0.099 642 20.0 Ox 0 MtFx wrightsoft® 2023-Oct 1614:2026 .r„o..,o emmww�,w wm Right-Suite®Universal 202323.0.01 RSU26941 Page ...arbor Rd Southold-SassoW525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N ( Duct system multi orientation report Job: GGM.124.22 1, Date: Aug 16,2022 Entire House By. I ! j Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 Group 1:(N)Group 2:(NE)Group 3:(E)Group 4:(SE)Group 5:(S)Group 6:(SW)Group 7:(W)Group 8:(NW) Duct Name J I N NE [ E - [ SE eg:CFM eg'Size `uct8ize ueg_CFM -eg Size, uctSize el g CFM eg Size uct$ize leg CFMf eg Size uctSize Supply Branches Bath 2 56 h 3x12 5 56 h 3x12 5 56 h 3x12 5 56 h 3x12 5 Bed 1 78 c 3x12 6 87 c 3x12 6 96 c 412 7 101 c 4x12 7 Bed 1-A 78 c 3x12 6 87 c 3x12 6 96 c 412 6 101 c 412 6 Bed 3 78 c 3x12 6 72 c 3x12 6 72 h 3x12 6 72 h 3x12 6 Bed 3-A 78 c 3x12 6 72 c 3x12 6 72 h 3x12 6 72 h 3x12 6 Bedroom 2 114 c 5x12 7 115 c 5x12 7 113 c 5x12 7 104 h 5x12 6 Kitchen Grt Rm 151 c 6x12 7 147 c 6x12 7 142 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-A 151 c 6x12 1 8 147 c 6x12 7 142 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-B 151 c 6x12 7 147 c 6x12 7 142 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-D 151 c 6x12 8 147 c 6x12 8 142 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-E 151 c 6x12 7 147 c 6x12 7 142 c 6x12 7 140 c 6x12 7 Loft 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 Loft A 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 Loft-B 79 h 3x12 0 79 h 3x12 0 79 h 3x12 0 79 h 3x12 0 Loft-C 79 h 3x12 1 6 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 SupplvTrunks t1 610h 12 610h 12 610h 12 610h 12 t2 803 c 13 786 c 13 770 c 13 763 c 13 Return Branches rb1 1400 c 12x12 20 1400 c 12x12 20 1400 c 12x12 20 1400 cl 12x12 20 Friction Rates Heating FIR 0.099 0.099 0.099 0.099 Cooling FIR 0.099 0.099. 0.099 0.099 -�- wrightsoft® 2023-Oct-1614:20:26 ^ ,,—., ,�,,,„,„, �,� Right-Suite@ Universal 202323.0.01 RSU26941 Pagel rM1+1i1'1 ...arbor Rd Southold-Sasso14525 S.Harbor Road.rup Calc=MJB Front Door faces:N Project • • 1 For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 s _ SIW 4 _ ` � e"TCFM' 1 e Size ucrSize K e CFM e 'Size uct S¢e;" eg GFM :eg Size udiSize eg�CFM"<3 eg Size" uct Size 9.° 9., >-., a 9i. 9 �k u... I Branches Bath 2 56 h 3x12 5 56 h 3x12 5 56 h 3x12 5 56 h 3x12 5 Bed 1 90 c 4x12 6 88 c 4x12 6 84 c 4x12 6 82 c 412 6 Bed 1-A 90 c 4x12 6 88 c 4x12 6 84 c 4x12 6 82 c 412 6 Bed 3 77 c 3x12 6 79 c 3x12 6 73 c 3x12 6 73 c 3x12 6 Bed 3-A 77 c 3x12 6 79 c 3x12 6 73 c 3x12 6 1 73 c 3x12 6 Bedroom 2 104 h 412 6 112 c 412 7 129 c 5x12 7 123 c 5x12 7 Kitchen Grt Rm 146 c 6x12 7 142 c 6x12 7 144 c 6x12 7 147 c 6x12 7 Kitchen Grt Rm-A 146 c 6x12 7 142 c 6x12 7 144 c 6x12 7 147 c 6x12 7 Kitchen Grt Rm-B 146 c 6x12 7 142 c 6x12 7 144 c 6x12 7 147 c 6x12 7 Kitchen Grt Rm-D 146 c 6x12 8 142 c 6x12 7 144 c 6x12 7 147 c 6x12 8 Kitchen Grt Rm-E 146 c 6x12 7 142 c 6x12 7 144 c 6x12 7 147 c 6x12 7 Loft 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 Loft A 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 1 79 h 3x12 6 Loft-B 79 h 3x12 0 79 h 3x12 0 79 h 3x12 0 79 h 3x12 0 Loft-,C 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 79 h 3x12 6 Su t ,Tnariks t1 610h 12 610h 12 610h 12 610h 12 st2 785 c 13 767 c 13 777 c 13 788 c 13 Return Branches - rb1 1400 c 12x12 20 1400 c 12x12 20 1400 c 12x12 20 1400 c 12x12 20 Friction Rates; 41 Heating FR 0.0991 0.099 0.099 1 0.099 Cooling FR 0.099 0.099 0.099 0.099 - wrightsoft, 2023-Od-1614:20:26 Right-Suite®Universal 2023 23.0.01 RSU26941 Paget ACC( ...arbor Rd Southold-SassoW525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N Project Information For: Sasso Residence 4525 S.Harbor Rd.,Southold,NY 11971 DuctName 6 Smalestkrt .a. �RegiCFM Reg[S¢e A` ' Duct Size g Reg CFM !u( Reg Sizew i Dui S¢e 71 Su pyBeanches Bath 2 56 h 3x12 5 56 h 3x12 5 Bed 1 101 c 4x12 7 78 c 3x12 6 Bed 1-A 101 c 4x12 6 78 c 3x12 6 Bed 3 79 c 3x12 6 72 c 3x12 6 Bed 3-A 79 c 3x12 6 72 c 3x12 6 Bedroom 2 129 c 5x12 7 104 h 4x12 6 Kitchen Grt Rm 151 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-A 151 c 6x12 8 140 c 6x12 7 Kitchen Grt Rm-B 151 c 6x12 7 140 c 6x12 7 Kitchen Grt Rm-D 151 c 6x12 8 140 c 6x12 7 Kitchen Grt Rm-E 151 c 6x12 7 140 c 6x12 7 Loft 79 h 3x12 6 79 h 3x12 6 Loft-A 79 h 3x12 6 79 h 3x12, 6 Loft-B 79 h 3x12 0 79 h 3x12 0 Loft-C 79 h 3x12 6 79 h 3x12 6 Su I Trunks ' t1 610h 12 610h 12 t2 803 c 13 763 c 13 Return Branches rb1 1400 c 12x12 20 1400 c 12x12 20 Friction Rates Heating FIR 0.099 0.099 Cooling FIR jo.099 0.099 2023-Oct-161420:26 `p wrigf7tsoft®�C ht-Suite®Universal RSU26941� "wrt�vo�neww..vcomroro 9 Page3 arbor Rd Southold-SasW4525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N ' r Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation 1 -*- wrightsoft® 2023-Oct-1614:2026 ,M„,.,�, ,,,—_�—," Right-Suite@ Universal 202323.0.01 RSU26941 Page H�iC� ...arbor Rd Southold-Sassok}525 S.Harbor Road.rup Calc=MJ8 Front Door faces:N Home Energy Rating Certificate Rating Gate: 05/05/22 Projected Report Registry ID: Based on Plans Ekotrope ID: 28alkxZL Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstul Annual Cost criteria of the following: Heating 24.2 $1,612 2020 New York ECCC Cooling 1.0 $65 2018 international Energy Conservation Code Hot Water 2.4 $159 _ Lights/Appliances 12.1 $1,138 "'"' ---� Service Charges $144 Generation(e.g.Solar) 0.0 $0 Total: 44.7 $3,118 o CV IndexHome Feature Summary: Rating Completed by: ra�aoaes Hume Type. Single family detached CV : Model: custom Energy Rater:Michael Catalano , 1. ico Community: S RESNET ID: 0210214 F— K7 Exist#nB y; pot Built � V r Homes 130 Conditioned Floor Area: 1,738 ft' Rating Company: Green Guru LLC o P In Number of Bedrooms: 4 12 Arbutus Court Ito Reference . Primary Heating System: Air Source Heat Bump•Electric-10 HSPF 631-398-6906 100 ;` .......... ~} Name 4 Prima Cooling System. Air Source Heat Pura Electric•18 SEER se Primary g Y p• Rating Provider: RA'i'ERusa ate Primary%Vater Heating: Resldential Water Heater-Electric•3.75 Energy Factor PO BOX 1280 10 House Tightness: 3 ACil50 855-273-78?2 „� Ventilation: 110 CF'M•35 Water.Exhaust Only �v This Home Duct Leakage to Outside: 25 CRO la 25Pa C IA4 1100 fe) Above Grade Walls: R-21 so Ceiling: Faulted Roof,R-30 rj� �+ J� ZeroErre to WindovrType: U-Uafue:0.28,SHGC:0.31 Nell t LtLCZLf%12 lfome 0 Foundation Walls: NIA Michael Catalano,Certified Energy Rater e zr•rs , "Sse�` Framed Floor: R-30 Digitally signed:10118/23 at 9:56 AM -1)WL Ek-otrope°; ° • elk-rootrope The Energy Rating Disdosure for this home is available from the Approved Rating Provider. Energy savings calculated without modfficationsito the energy Modell.(As Modelled) This report does not or cuarantee- zw8 1ECC R-406 Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Bob Sasso Company:Green Guru LLC Projected Rating Address: Phone: Rating No: 4525 South Harbor Road, Southold,NY Rater:Michael Catalano Date Rated:05105122 11971 Rater ID(RTIN):0210214 80 1 eng Rated.Home Calculated Energy lase Rated Horne Cost($!yr} (MBtu} Heating 24.2 $1,612 Cooling 1.0 $65 Water Heating 2.4 $150 Lights&Appliances 17.1 $1,138 Photovoltaics 0.0 $0 Service charge - $144 +yam{ €,rq„�r�� ✓.5`� �✓��< � I 5, 'B8�&S 2kR£i&t7if8d C��t�4t3t+�£�"CS:t[&!t!9 - ERI with PV:62 ERI without PV:62 Electric(kWh):13,100.0 CO2 Emissions{Tons}:5.6 Natural Gas (Therms}:0.0 This home MEETS the Energy Rating Index Score requirement of 2018 iECC R-406 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 verified by Ekotrope. Name: Michael Catalano Signature: Akc(l Organization: Green Guru LLC Digitally signed: 10118/23 at 9:56 AM VAX IOU Company:RATERusa Address:PO BOX 1280 � Phone#:855-273-7872t roass3a rs g Fa.x#:855-273-7872 `� To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Projected. Confirmation required.) Provision Number Topic Compliance Decision 0C19'IECC Table'4t32 1 1, utiding'lhetrnai,enveiope minzniursi rnsCilatron levels grid PASS,; / or 402 1 3 axrmurra:fair~strattort t 4a�tr r,and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house ,R402`4 2 ,1*nuelape air leakage maxrrnurri ieakage'fate' R402.4.1 1 Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 Room`,s c ntacnrr g#uel lirrmsrrg ap�a#tarces / /; PASSE / /. R402.5 Maximum fenestration U-factor and SHGC (U-Factor)LASS R403.1.2 Neat pump controls PASS* Duets outsides of conditioned space trs be insulated to a s�rnimun;/'/ PASSE, ' s R'0 f f R403.3.2 Duct sealing on all ducts PASS' R4(}3 3 3 ` ` Duct testing for ducts toincondtroned space / ,' ' / PASS / R403.3.5 Building cavities not used as ducts. PASS" R403 5 1 Heeater#vlater csrculation and tetriperatur maintenance comply R443.5.3 Hot water pipe insulated to R-3 PASS R4 iVlechanical ventilation meetin the re uirera nts of tl3e iEG rar / PARS" / lMG Outdoor air and exFtaust dampers tnstallel R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for permit systems. R4Q 8; Systems serving mu tip ie dwellih unts o meet"the rnechantcal ; ;<PASS" / .requirements 6f.iECC c<rrrtmercrai-'co( R403.9 Snow melt and ice system controls installed where applicable PASS" R403 10 ' Pools and permanent spa enerrd consumption meet / , , fr f @{lUirBm£ntS for heaters;time clOC1C3 aflt�coverS, ✓ ,.f. ii !<..,` / // .. /.,.,.: R403.11 . . . . . Portable spas meet the requirements ofAPSP-14. PASS" R4(}4 1 f fMt h effia li nts installed im 9t3°Jo off errnanert€ insta9id , ;< p , y, PASS :fixtr3res This Is a projected rating.These Items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. EkotropG RATER-Version 4.1.1.3263 tECC 2018 ERi compflarrre results caicu€aced using Ekotrope RATER's energy and code compliance aloo i€hrn. Ekrjtr spe RATER is a RESNETAccredited HERS Raring Tool.Att results are based on data entered by Ekotrops users Ekotrope d sclai ns all liability tot the information shown on this report. 4525 South Harbor Road Southold, NY 11971 Builder: Bob Sasso Model: Custom Community: Spot Built This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE y 2018 INTERNATIONAL ENERGY CONSERVATIONCODE Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 25 CFM @ 25Pa(1.44 1100 fe) Foundation Walls N/A Total Duct Leakage 55 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump- Electric- 10 HSPF Slab NIA Cooling Air Source Heat Pump• Electric- 18 SEER Infiltration 3 ACH50 Water Heating Residential Water Healer-Electric•3.75 Energy Factor Window U-Value: 0.28,SHGC: 0,31 As a Srd;early extension of the code jurisdiction utilizing these rep r s,i certify that this energy code compliance document has been created in accordance with the requirements of Chapter of the adopted international Energy Conservarw Code based on SUFFOLK County.it rating is Projected,l certify that the building design described here€n is consistent with the building plans,spec:ftcations,and other calculations submitted with the permit application.It rating is Confhtzted,t certify that the address tefefenced above has been inspectedlested and that the mandatory Provisions of the IECC have been installed to meet or exceed the intent of the IECC or wiii be verified as such by another party. Name: Michael Catalano Signature: Organization: Green Guru LLC Digitally signed: 10/18/23 at 9:56 Ali Ekotrope RATER Version 4.1.1.3263 2018 IECC compliance results calculated using Ekotrope RATER's energy and code:ompkarlce atgorithssa. Ekotrope RATER Is a RESNE T A=,adited HERS Rating Tool.A results are based on data entered by Ekotrope users. Ekotrope disclaims ad tlablidy fist the irdotmallon shown on this fepom New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Property Organization Energy Rating Index Information Builder:Bob Sasso Company:Green Guru LLC Projected Rating Address: Phone: Rating No: 4 525 South Harbor Road, Southold,NY Rater:Michael Catalano Date Rated:05105122 11971 Rater ID(RTIN):0210214 �y a Rated Home Calculated Energy Use Bated Home Cost( Iyr} (MBtu} Heating 24.2 $1,612 Cooling 1.0 $65 Water Heating 2.4 $159 Lights&Appliances 17.1 $1,138 Photovoltaics 0.0 $p Service charge - $144 UaiF`'`� ..F,„✓ -Based an standard operating c®r'I ERI with PV.57 ERI without PV:57 Electric(kWh):13,100.0 CO2 Emissions(Tons):5.6 Natural Gas(Therms):0.0 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 verified by Ekotrope. €wane: Michael Catalano Signature: 11&64id�Cda•1a.wt Organization: Green Guru LLC Digitally signed: 10/18123 at g:56 AM r Company.RATERusa Address:PO BOX 1280 Phone#:855-273-7872 Fax#:855-273-7872ww To determine if`a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Projected. Confirmation required.) Provision dumber Topic Compliance Decision 2fI3 ECClYS Table` Btsridtng'therrnnvelap rnlnrrrfu rnsu9alon Iwe)s and /; 'rrr /402;g 1/br;402 rrxlu fiensatior U-#actor ad�Si( / - , . „ .. . j R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R4fl2 4'1 / ,' / Envelope arrrleakage maximum lakage rate _/K �s�/. /./,//,-... / /�./,//�, � ,. ,.//�%C, �.�.� �;;�./r. „ „✓-:.r,.r/,. ...,.. �,>/!r., f,..',Y >r,.,�/, /r,<!;//,/, % is/,/./��,�,/i,i R402.4.1 1 Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R/� rl�t0o S GOnte tntr2((7�#Ldel b ltn#n � 18r1CL'aS/ ' 4/#02 /YI'/�' -i7 " / pp i .L. /r. Ate.. ✓ W; s/- .�/,/,,,.,/. '.',i, ,r;/l,„/,>,/ !/.,,/ i ,r,, ✓,. �f ,/,. R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS /i/ /' f R403.1I Neat pump controls PASS' 'R4E}6 2 / y/f;£ducts outside of ditro eci s ce to tae4nsulated t snin p / R403.3.2 Duct sealing on all ducts PASS" ,R403,3 3, i /, / Duct testlrg for dlacs lrt tneorfdilloned R403.3.5 Building cavities not used as ducts. PASS* R403 5 1// / �eat��sr�t�r srrculatlon�ndfierriperat>�maintenances�ystes�s/ ,�, PASS .Carrfply,Y .. ,Wig R403.5.3 Hot water pipe insulated to R-3 PASS R403 'i j'� / />' Mhantcal ventitatso meetsn tke req�sarernents of the 1EC or /l PASS/ v r / yI %�/ t7utttoorarrandexhaustdam e�sii7stalled'/ / flr /, /.r,,, //r; r,r, r�,r ,q./ R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA farms required for permit systems. Sys�1,9s,servin <naulltple'�ly if€ng units#o rat er therrnech it / r / r / ' %//:%/rr x/./f„�, ,.`,,f` r2Ci31rel?1GntS L11� 1i� GQiTlmerC!`di CQ� ,f r ;/..r ., a/f/f,r %, s„// %,r �!',/�// r l�K ,., r r>../:.",/, . , R403.9 Snow melt and ice system controls installed where applicable PASS" R40 /` /,` / '�r/rlCatlsri(1 perrnnent SSs't B/rl r } o'r`lsunTptton r'f3Rt "''r>/i/�/ ' 'f�AS.i.*,�,�/ `�y'' j'�%/ /-' ' r�'gU9rjrlErltS#Qrfhleaters,tlm'r to?GkS R403.11 Portable spas meet the requirements ofAPSP-14. PASS* ,R �Prc�te This is a o)ed ratlrlg.These Items must eventually he field-verifted by the water, Field tnspecior,Code.Inspector,or Sul3cier. Ekotrope RATER-Version 4.1.1.3263 Necv York ECCC 202D Eric compliance results calculated using Ekotrope RATER's enemy and code compliance algorithm. Ekotrope RATER is a RE.SNETAccredited HERS Rating Tool,All results are based on data entered by Ekotrope users Ekotrope disclain;s all liability for the information shown on ttaia report. 4525 S Harbor Road Southold, NY 11971 Builder: Bob Sasso Model: Custom Community: Spot Built This report is based on a proposed design and does not confirm field enforcement of design elements. • 2020 ENERGY CODE Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 25 CFM @ 25Pa{1.441100 fF) Foundation Walls N/A Total Duct Leakage 55 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Air Source Heat Pump• Electric• 10 HSPF Slab NIA Cooling Air Source Heat Pump• Electric• 18 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Electric•3.75 Energy Factor Window U-Value: 0.28, SHGC:0,31 As a 3rd party extension of the 4-ode jurisdiction ttlllizing these reports.I certify that this energy code compliance document has been created in accordance with the requirements of Chapter h of the adopted international Energy Conserratgon Code»aced on Sl.FFOLK County.If rating is Projected,d certify that the building design described herein is consistent with the building plans,sg_etlicati ns,and other calculations submitted with she permit application,If rating is Confined,I certify that the address referenced atwe has been inspecteds esled and that the nianc.atoi jr provisions of the IECC have Deen installed to meet or exceed the intent of the IECC:or will be verified as such by another partyr Name: Michael Catalano Signature: iircfl!' & Organization: Green Guru LLC Digitally signed: 10/18123 at 9:56 AM Ekotrope RATER-Version 4.1,1.3263 New York ECCC 2020 Cestlficatri compliance results cadcrulated cuing Ekutrope RATER's energy and coda compliance aliioiithma including appropriate amendments, Ekotrope RATER is a RESNETAccredited HERS Rating Toot.Ali results are based on data entered by Ekoftope users. Ekotrops disclaims ail liabli ty for the information sho,re on this report, ��, �� K�� m�� Energy _ —_ Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY11S71 Michael Catalano Model- Custom Community: Spot Built Builder Bob Sasso 0210214.351D.4525SnuthHarborRm/ General Building Information Conditioned Area(aqft) 1.738 Conditioned Volume bicft) 15,272 Insulated Shell Area(sgft) 4,85986 The building energy model inEkotnope reflects the building assemblies and energy features listed below. Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues hz meet the applicable energy code. Slab None Present Framed Floor f=� Name: First Floor above cellar(6A1ai) �1 R-O continuous insulation, R,30 cavity insulation Insulation Grade:| �-t Name: First Floor above crawl(O77sl) +=� R-O continuous insulation, R-30 cavity insulation Insulation Grade:| Foundation Wall None Present Above Grade Wall Y=� Name:AGVV Wall to Ambient(1`8OG.3Ga.L) �=^ F-O continuous insulation, 8-21 cavity insulation Insulation Grade: { Rim Joist �-� Name: Rim (184ol) +=� R:20.0O f-� Name: Band Joist to Ambient(53.7s1) � Ll Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold, NY 11971 Michael Catalano Model: Custom Community: Spot Built Builder Bob Sasso 0210214.3510.4525SouthHarborRoi Ceiling / Roof Name.Vaulted(1,368 s.f.) R.-O continuous insulation, R-30 cavity insulation Insulation Grade:I Opaque Door Name: D I (15.5 s.f.) R:2,10 Name., Front(13.2 s.f.) R.2.10 Glazing Name: 1 (15 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name:2(10 s.f.), U:0.280, SHGC:O.31, Orientation:WEST Name:3(6 s.f.), U:0,280, SHGC:0.31, Orientation.WEST Name:4 (10 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name:5(11.9 s.f..), U:0.260, SHGC:0.31, Orientation:WEST Name:6 (11.9 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name:7 (11.9s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name:8 (14.7s.f.), U:0.280, SHGC-.0.31, Orientation:WEST Name:9(14.70), U:0.280, SHGC: 0.31, Orientation:WEST Name: 10(491 s.f.), U:0.280, SHGC:0.31, Orientation:WEST 2 Name-, 11 (11.9 sJ.), U:0.280, SHGC:0.31, Orientation:WEST Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community:Spot Built Builder Bob Sasso 0210214.351 D.4525SouthHarborRo; Name: 12(11.9 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name: 13(11.9 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name: 14(3.6 s.f.), U:0.280, SHGC.0.31, Orientation:WEST Name: 15(11,9 s.f.), U:0.280, SHGC:0,31, Orientation:WEST Name: 16(11.9 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name: 17(11.9&f.), - U:0.280, SHGC:0.31, Orientation:WEST Name: 18(2.3 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Name: 19(7.8 s.f.), U:0.280, SHGC:0.31, Orientation.WEST Name:20(2.3 s.f.), U.,0.280, SHGC:0.31, Orientation:WEST Name:21 (15 s.f), U: 0.280, SHGC:0.31, Orientation:WEST Name.22(15 s.f.), U:0.280, SHGC:0.31, Orientation:WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. Syste►n type: Exhaust Only, 24 hrstday,35 Watts Mechanical Equipment Heat Pump• Electric• 100%Heating Load @ 10 HSPF, 100%Cooling Load @ 18 SEER Water Heating • Electric- 100% Hot Water Load @ 3.75 Energy Factor Energy Code Inspection Checklist Property Organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Model:Custom Community: Spot Built Builder Bob Sasso 0210214.351 D.4525Southl-larborRo. Air Leakage Control Test Status: Blower-door tested House is air-sealed as to achieve 764 CFM50(3.00 ACH50)or less at final blower-door test, Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System I NOT entirely within conditioned space,testing required Leakage to Outside specified as:25 CFM @ 25Pa(I A4 1100 fF) Total Leakage specified as:55 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leak-age to Outdoors<=8 CFM25 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 1100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2016, &2021 IECC Prescriptive Paths-, Postconstruction Leakage Test-,Total Duct Leakage<=4 CFM25 I 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/ 100 sq ft CFA. Rough in Test without AHU:Total Duct:Leakage<=3 CFM25 1100 sq ft CFA. Note: IECC 2021 requires Total Duct Leakage<=8 CFM251 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass1fall threshold for duct leakage on the performance path. 4 Project Notes Building Summary Property Organization Inspection Status 4525 South Harbor Road Green uru LILT° ReSOS are projected Southold:,NY 11571 Michael Catalano iu4nuTmv Gus OM Community:Spec=Barer Builder Sol)Sasso 0210214,351 D.4525SouthfiasbxRoadI1971 Number Of Floors 2 —173 Has Electric Vehicle Ready Space No Conditioned Volume[cu.fcj fSrZT2 .///a'%x Res€denim Type i4e family deta,".:ched l�€tX�tlf EBoor Nukl er Community � spy Built l tlE ? # 48 CfiaCe Zara? IECC 2021 Climate Zone 4A BOW .r g3 yp::i . �,/€`Imffi * wMy ,•^w J'' ''' 3 4 �. ..�.•?y'..:.53 •e ,.. f��. EPA✓ �a �^`.rva"a..� arf`. '. .cw�',�.ati' +'�f .'b✓.o^•u�'. `"� "1*� •.�:�. '^ �3 � ,:'' 5�,..f,�,? ,:ti.•%..,. .co" �a`�.'.'r.v�`'^� �3 None Present r. g y a y y:. ✓yy w� '� rr E. fr i✓ .� 'fa `s • at�� '�:` �� ,'.�.. m�N""� ��g r '' �� v'' ✓�''?�-�so-�'A' � �°`^ ��'� r''`..'''r'�'';,^ �` � �,r—g�f^•�...�"'� •�" "^� � ..�' None Present #f"rr �� c sE�� `r'2��-m v� ^ °ter � � �%•'�°::. �"�' ^.�^' "�' "" ,, ��" t "�".Nt':.e ��'� �'�.^.^^��''f i°� �•�� ,� ^''•`' � ��`f`Er'.�` ��' �.��.,` f �` ,,�'' ��^' f�:. d €.!`> .tea ,.^� r 3��^e` � -``• �q •�•^3 �„� None Present °� �.� �'�','�'� 6•`. n��'� g �� ,¢ �-�'l' n � !`� � �'�'�'�;�1 E 2 9�;�9 �s,•.,r`^q✓.F..�'``. : 3 M,� None Present �- +i' r'. ,� `.r"F /`n ``^ . °^` .�w .• e` `^' F✓ ^ ..:-�-r� ^ ,� �^•'.,, "^ .. .r�::. � �� € ,^".r' ��'^e .^�.` � �-.�.�6.:6°.a•'y��.,,�'.€ •' ,r�.�:^z �' E• �y„r,� s .�.�^•a'ns ''^''"^/�•+w�'.�,✓'+�'r �^ ��y ........... �:c%�•��>^.ob^.. - .�`�°6 .�c:.s�.'..�::,,��..Sf��/s..��G�3...s�.�.,'".°�:l�,�.�'.,..,3.��`.e'.,�^.;f,:-.�v.,:,5.s^3.s�^ac�.�`�^".a3'...� �'_.^.��»^,a��. F.��:�''. �..u.�✓.v.✓✓.€.��-:�^.�:�.�.;t...:.�,�:F.5yda,�`.,lG.,,.`�^. 1,.. �,.a�.:,rY.w� Name Ll6rasy type Carpet R floor Grade Surface Area Location First Floorabrver�tE�� /f j23iy o�3 ' A � �rad�; ��1.Q�Y �nCn�t2ierts�nc�idihorred- First Flout awve gwwfr ��; CS�e '; Vo��kadc� F>7d'..Cl SYY �4entt fl£C3d1 Building Summary Property Organization inspection status 4525 South Harbor Road Green Guru LLC Results are projected Southold.NY 11971 tlichael Ca<.alano Nlodei:Custom Community_Spot,3uN, Builder Bob Sasso 0210214,351 13.4525SOuihHarborRoadl1971 l�,,� .�`�/"A`�a l 'rr' , .� � r.��` `^'",,,'�v xf l'` `� �;.':� ^y�as�,?r x�� ""�^`�� _. �� ♦ f�"x.., �/.�`�..e'; �S ��.� a' � ''�' .�1- .�� •..f, .��}��4{. 11! +':f .;,,J��pF�(,+r'✓ q[ ✓ . � S �^ E'er �;`,S' !' �� '.y�� ^r s�'� � .+ i �� E"ii� :y: F� {�� %'' f f'.. f ``�` ��.F.�" 5"� �' /�F,'h J�,�' .t✓� Y�' �'.f��4 �F�'i��'Y J �v.,'€3 -:.! fie' �", '� ��,.� a ,�, r ��1. �, ,, ,.?rs F'�,€'�`��,.:,v�'' .��r: o,,�,+�,�� s,��^,3'.. �,�11,�,. � ,'' .��` r�,r.•�'��".�"^�".�,'''r�3'�'ds yr'.�'' � � �` Fs. F*y ��cf:'.,.'✓.,..,,.;:r�,.,.,.x..✓,L,+...oiw��,...:..sy:,�w,.�a..�...w�...;:e>.wu�'=:::'v:.u.��W.,S.ebes�Q ,r�-�.-.�:�xti+G.:�.cr'uv w�.v�.W��ff,✓':,._...�.f.:.� 5€.�.�%^.a�.a,?.;�«,�s�kw^�+-��.�.rv✓v'.v,J._�,r.�.xsi� ,��,w.a�b.'.'`i'•�'�.�J. flame Effective R•vatue R 3G � i 2fj 579 i f. ,%t:3 s'�'✓.�+' `��r ^`.�6''G"�,' .,'"F� .f«�. ✓�+s^ '`,'«,�-s '�„�' ✓.'� ^` �"',�✓.� s°f.� F i"',."'„��,C --°`°' Y"'.r° :Mt "° s r a'•^�`,, f.fix .r^�+' «s ^ .��s�x,,�,.m� �,, w.,,..s!�r "�,��..��s?yr.�;��.��°.��.cd""m:��'..w:� � ,/ €��'`�.�yw��'T� ��`ue.`�..,,��;=u..s ,�. ""�:x�°�;��✓.i.:✓��e �� «.�,%�a�� :�'s tSame Litarary Type surface Ama Loccation Band Joist to Ambiertf;; i R 2Q;U' 53_?#I l-=sea XX nor Rtrn" r R 2D:D 164.0 P c�posed:EAlert 3, �,rfi�y"...e� �y``x'f.�.?�.�'F� r'�`e:�' �,� .�`A,�!`�✓�� '"�"r �' � ..� ��/ :� �i.�- ��"..-r� ��., `�^'.,�z.�^ ��`.F`�.+.�^"`.�^�. ^„ ,r� ,,. ,E^' ,��' I"S:��x �� 1EL,7,r� � �.� ,a� ✓ x.✓�g`F wk��'�','! ,'�'r.��,'p" "'�°'sr.�..r' 1.�� ,'' r s - �"x �:'� ��` f�,."�,v,.r��, �.��u�:''g . ,�^;�..,�,,�,�`�;�...�`iG�.a.e,,�:.,{�f.;»%�5.�:< �`>ea ".`�`.,.��..w.�z..r... ��:.F. .�",v.�•s�.�u� ,_,°„...�^,w;e,,.�� •<�.��.^�:°, .:,..,.:.�'wo' �..�>.�.,..�'',.i�'.:F, �.�rrfGb`€L Name Effective Insulation R-value R 2ti 0 20,43 ;+z"'9ps-✓.�' ,� y..e� e�- ,:.r�w3`�°'r�'.`�,'"�/€�E`P*Jt,�^,�.1rv�,.^v.3�1 _ >: Fnr�..f.«�m.- r-:er. .r f�.rr� r �^�^...,,..�"✓".�,'e"��`",.!e5'��.'+�'��+,�..""s � .x .aj./.n;+ � f„ 's°"p`� ..�5..�.�.�. . . ..C. ..:✓'.?✓m'r �sv. .F.w��a�...� Flame Library c'ype Surface Color Surface Area Location AGW MU to Ambient 4't sed cell tnsziiurra 2 94a Y Exposed Exterior ^f' y } p s i ,F?,f:`,� ." s', °3 � �..�� ` 'm!,',fit' €�, �� .x !.s � S' ,.� ��ek ��r .r"s"`��`f s'' F' ,`�` °� �6 fir'•. y,., .��,��,4i�� ir� a� s $"�7t` ��.�'�"'.^ .,a�i'�°`.� ,..3°,�"° �,.t�'�'".,*6,�..a �� °�3 i''a�`��`' S'.. ^`r"x'`. �,Cr^.S.q�t;��" .T�-4'fix`'.�r s ,.:�� ...'`�'. ✓,3"�"�'C'.':�,.Tx�"'� ,�.•v v�.�.sv� Afame Effective R-value R-21 3"closs d eel! to 214 / .t: 4.r.' S �.F" .�.^"`f u:,� �a'',�s,, a ,� a -qx,�.,.,°` �,�' -.� ,."✓ -� d' ,�. e �;.� ,�,''a"�''� a .x ✓� .,,.s,.. .��, .e .�,� ,�'�.,.�,.k�,*^ ::..,..,...,s��.€"a'.¢:.'"�,�,�Jt��.&��f,..��e,..w3�� ,wsoa�a..w�••.�,Ss'n>�v..t.a� ad.�„rr.,3M� Name Library Type wall Foundation is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment waif Depth Top bottom Assignment 1 `.i 4L11 Ci S= ACC°r111VaiC to Yes,': 1"w3 5 10 West 15.E fit, �?'In'Oo Ambient 1rJ ts" eri s AGVV i�atltzs YeC 1 s3i t.5 6.a5 .�Fesf 49.I ft wLriood Ambient Building Summary Property Organization Inspection Status 4525 South Haftr Road Green Guru LLC Results ale projected SouthoW,NY 11971 Michaet Calatafto Mwlet Custom Cownunity.,spot Buff, Builder Bot Sasso 0210214'.351D,4525S,Duth'iarborRoad1IS71 Name Library Type Wall Foundation Is Operable Overhang Overhang Ft Th Overhang Ft To Orientation Surface Area ASSIgnMent W311 Depth Top Omni H t Assignment ye ----------- 1GtV Wao s 55 V11st 11,9 1' V 12 AGW VPap to! 1 5,5 West 11,9 Iftl %MV0ft AMWenti, 4GVV VVW to I�n 5-1;! 1 11,9 ftl A Yes; AGW V%IaH to 3,3 15 West 3,6 It, Arnbienti AGWVJ8;i10 Yes 12 55.7 'West 11,9 ft-, ,16`z' 400%eneV AGW' alito yes" 5. U 5 5,7 kiest 11,9 fl 1,2 5,7 'Alest �1,9 fr 17 A w VVM to ye,�, Axnbieat;V� 18 yi- 1�2 4�61 West 2,3 ftT A vsenes,;.: AGW Wag to. V, bod" Amblent� 1,2 4.�61 IMP-51 7.8 ft' �:AQO$ie AGIVV Wag to Vp'Iced! AGM WU to i yes '1'3". 1,5 3.5 Vet 10,0 It, Ambiea 20V 40DS60ies-`, AGIVV kWl to Yes 6 1.2 4,61 Vkest 2,3 W X od;1, Ambtent 21 1 6 West 15.0 W yes; 1 6 West 15,0 ft, kni i AM o,enc, 3- 400S66,---'S- AMN M t3 y / Yesc',, 1'33' 13.7 15.7 West U IF a AMNent, 4�- AGVJ Waff to" Yesi. 9 T it 'vest i u ft, Arnbfsant��,, 5"" 4 Ser. AGW Wag to Yes' 1,2 5,7 West I i's at- 6 406S6661-,` AGW-WOU to yev� Vie-A 1.2 5.7 1 T ft. mod AMNI-At" 119 f12 1.2 5.7 West 7' 400S6fte- AGW Wait to i', AGW Watt to I 1 1 5,9 West 14.7 fr "Y'Nopoi AirblehV, 9 40OS646s' AGW Walt to nvs -,,gg gmag gw,,,� ................. ......... , Building Summary Property Organization Inspection Status 1525 Soutn Harbor Road Green Guru LLC Resrrlis are Projected Southotd,NY 11971 Michael Catalano MW'E1'Custom Community:Spot BiOl Builder Bob Sasso 4210214,351D.4525SouthHarbcarRoad91971 r ,t`�'�,.,°' P b_sa�s�y�'"'�v"`�r' ' .,a,°r .,� . �,�r ..,�'' r r r.�F!.'r<<a�" :' r r�.. r �g aF -�r.�'.,•`^'`�'`r z' �s,�% ,w ,.� � ✓ r�� 3,1 � `��' _ s��. ,.+,9''3` �wraa a�,a«°.fs€ �.`9.,�'��.'+'r`"+'�rr`w-�ar� ,,/`,� r%'`r '`. Y� ��f'' r r``.� ✓ M �'E'�r�A�� 's r.; r r _ ;..� r# r �..':f.G'��_,..�.,,s=+.:.,C3.<.-4>G6.orLr.�r'.��:r.,..-:.,F,'o-�,a.5rad�.w�o`.l`.�»•;wax�".enr�.:.x.✓#u�xF r' '/'r,.r r � �� .,, r <,f s`gar .a y �rjgr' '3'' � 0 4��.:. f ;-.;.x�:>F,..�4J.ul Gw.r.,,E.,.�. •>,a..� ,r L::... x:..,,..,.�yr..#•.�€.�m..�'.�.€u ,�s...,�.,a:»•�.:e,.,°.-.,�'.�,�= a�.`:».€cr..<,>.u..s'4S; None Present y,. .r` ,-:`�.rf,f, *"'•+<r.••'<A' yy. .'mv.y_ r .e` r"',,`r,r;;, .`"'r 107 r r WIN &r a.:a•k° s,. "' `f%F f' Y ✓9"'lg- ............. " ``�.`rFr sf ''.b <� `.+'" Y.^" .g �,7a"�{, n```+Y. �^r' <�.e`��„r r r r�.. a# 3 ,� �Y rrr• �. �' �s'.¢�.F,., y. �.r�.rsf`•"n^.lrrs�rr y'r ��3y ^'`F, y .� '�'a" � s�rf/ �r�,`.�.r �.r'��.a'r� �. r rr'rr r� ,� ,� ,,,.•.vs• •"`�3: �. w v+Fw�«�� ✓r�s` £ r �r'+'w,�.�r r ,.�°.y. sr r= r� f r`� r-- •� r�rr.��'�� :'I:a��<-.,�`�.wr;+�,• r .r.rr .w.ss=s,+,�.a;....�'M°.w:.-°*..w��xw�.,r .w¢..,3M,s� �,�.,®�.l=,w.a..�..x�.aw�+.�`.,.n�.��+.�`i;.w-w.....:.rr.s,+�4.f..set.e,+�,.£.`<•%:":�'`E l��r�.s,.a,5�..r,'..a.+.'a`��,«;*.w'. '� ,r-� None Present ;M Z M.�« .rr.'i l"^"y " �r`¢` s `., r,�• ys"wi^`wksns _ «awe,, ^• .€w*',,^ri,. •.•w.Nr .,'»'-s' r.;Ps' r,+ ra,s�> w.r ,r��r'�' sr;.. '2..'.3- 3 �'•.�•rrcr F+r''r•a' .,;..g''fYlr'•+ r r !J '� .r�r'`rf �'.:r ,''- 3 a "� •?`<, `/r" a € .a •,raaa�..w+�.�.<aa»a��w„+.xvMa��u..vw.�.�.&r* ,¢•`.�iafw....a.P .�Mr.�.�.,..e,.f,s..o�.F��`m`�i�A,.+'..w�.&+f..;:��.�.,'.�,�`.�r. .,r?:¢v:,. < �v�i,��<?r,5rs�.�.;. -� r.�.`..6M<�...k w:ae.:.<es».:.s �.a. ��;;<�rw<w.,£�.�a.s,��"�.�•r�¢.�o: Name Library Type Wall Assignment Foundation Wadi Emittance Solar Surface Color Surface Area Location Assignment Absorptance sbtib AGYV'Nall l0 0,9 t3:7 Medium 15.5,12 Exposed Exietor ! rorei Ambient Front, 1 3111,+1d kitd, AGW VVaR to ti.9 4 75 f1ed9 am 43.?5= Exposed E nsirr core% Ambient, f � r ' fi sr<✓s' J ¢ ' > y w^Fa"y ,� ,✓` y�,Y" �.> r" a`r`F,``^` 's'r ,r,.•'?'�„` `yrr,>r,�.,.y r �'.. �r r r „z k,. ,,��> � r rr ✓� 3' .%'�.�'.� rs' '�' f �, � � _�� r�� a°a s �f ¢ -r< €..s3✓=l �' r rr '`�'' r,rrr'. r r ;; !r',a 'r r ��+r r rg r��r.. r f r rrr r` •° �> a� �^ .�.r°`,�'r.�l` r rrl s � r`rr�`` r frr r �'f` f f flame Effective R-value 1-31-R ZR=d Solid core;/, r 3""' �' .Mr 73.?rmms ,¢^,Narrr" •'3',g 'S¢•¢r <�* �r"y c'..: rr a" rwrr ,^',`" ..��" .^-vy •tt5^ nJn' &�'�a .}, 1; n3' .a^.. � �r'py v. w J■(ay €�r r ,<�r r,r r" r ;.r¢ €` r'. rr' ...i r 4 s r ¢r r„ `f rr - r y✓•,'¢'�r r.� _f r J'v"�!r r r' ..�•�'i:. €.1 r^'-s. '2 ��4�KT �R.7.� � '''.K��Y �r y `*vi<` 2.•f `F/�•,f� �� r r` R !.`Fp r ,fr',C, 6 �,. �"3! ems' �<r �J_�w,E't^ ff �, 3 %a -. r� r yry ��€ rrrr. .iwwr�`��3� �;€�•.<»sw„ 'r��r' r rr';?s '_�r'"`�r�', � �.��r �,r'.'r ``f rr.�``i r✓ ''. ¢ rr`E s`•% .fi�..�'r%,.t,..0:%.w,;.€r....,z:.4:�f.w.�,+��.rw.r.�a:��. ��s^r.•.wJ r �Y a�,. """. ''`f- s,'.�,rL<u.F.4 nv,ti.,.w,.�<+r`..eF�<'�°r'1.� .�.r.<=.e`er=`.:.:.r`s re`T.€h.r.�;:F`...•r<�L,rrr.�»..€eP�fr` .G.€. Name Library type Attic Exterior Area 1111 Clay or Concrete Roof Surface Color Surface Area Location Tiles vaulted-;- R 30 atfd#eti t 368 dal r ediuirt 3S8Ct fff?; Vaulted Roof r i a,a §rfr'{�.,;*!y/(ems''"l''' /',''`�L"'._+ •°.r.�s „P s¢r,rr'.r�'.r``yir /rrsr.,".�'�a"::'¢r"f<<^'` r,.r.• ek,r1*!'' ,rrr �,.r r r ,.�',w. r : r r ! + r rrte �`�� t1S�#4+& .� ��` ��i �,r`fr/v,�'� �T €' �,r✓�f 2 °''� y <�`','` r ,,r 5�3��F rfe✓r r a 5�s .rfF w� r <u rrr irs r,s ,r"°'� < ».�.rs:.�''».,...ws✓r_•�.v...�w s.:,w,.s.,.,:a�^:;»s: .era,.`�r .e�.�a•.�.,.,��¢�r.�,:e'i�:e,w:»'R`3.ss�"..o��...,?� r'J'yr,�'�r'��s r �,'.,q iF`,�.r:.w '' ,s� ^r��r r:�.ar�,r"� !✓ ,- a�3 r•>f,wy r..a�...rc..,....»�. s<..,.w....,....��.,.ra.:s;:s::�5a.¢:€¢�...e..;'.��...�.ws. .».`�•.�w,;.•.an.�.,• '�.¢'.:;.•»a'c>.�,.•�....r..r..,S'.i.e:s� Name Sas Radiant Barrier Effective R-value R 3i3,Vaua?d, %:: N 27.336 Building Summary Property Organization Inspection Status 4525 South Harter Road Green Guru LLC Resrstls are projected Southold,NY 11971 Michael catalano Mode[Custom Community:Spot 30&1 Builder Sots Sasser 0210214.351 0.4525SouthHartsRoasl11671 >,<.... .<•` < re 'ry Y.� v" Y'',, ,�' ✓�v r' .vie' k'' r• r �s. r �"'�.�`� n 5,��`•✓,�;,v,.�,y"vy',Y�.� } �"�:. a�'r- �.r ^`�.''v" ,.�` :�� u � T RI� �r'E� �*L��e��':'a .<�'y' �� y �.•� `�'�r�< �^"v, ,,�rr�J .� s' .v` r ..<•v`�^`,✓v`,.v`��' a �.y:�.. �.;v�'.��'...`�^ •�a'.�n:v a.! � x�t�F'� fir{ ,�,„:;sz�n�.c.-�r"��:��" .�€Is«f»,.'`s.!�.��.,��rs€.€3✓,a✓.G�;..:�s% ;uvr�.�..�.cs�.s.�•�:-.-�'€s€»v.�*�u+'.L:<:..�.£ra.+v�:,.�✓.''aa.�•;:.....�.w.>.�''uu..�°ma.�,:v-�•'-�`v„F.+4.�:�.,.�..-r,.x�..w..•��,.+'.�✓�..;✓.,a.«<�a�+.a:+:sa<.s'',.:..+''.'<-..�:�� ,'w �%k%sv<;.,�i%;'. infiltration Rateasurement Type Shelter Class 3 ACH at 53 Pa:; SIMer-doorte ted 2 ' . a iv < : r,,:..r``< aS'' ,�s-.a.g�°<`<v`<l'`.'`.^ �' v'v•v€"� lr /�',`i�• ,'€.,,.;/," . �,v.,,v,,v'` s,.<F,`'%a%'<`'<aF/..i`'`•"'''.,.'5.aZ::' .r' ,<.vy''�'' os�"r�" 'v�,�'k�ay�<`�',t.;�<�y �•.F" �.'`� �, ��•!.� a s�� ,,,<'` .-�' s``vf v f,.^ Ventilation Type Ventilation Rate Cn' Operotionai hours Pan Watts Runs once every Energy Recovery Model tdtirnber �+Ianufacturer a P4inutey per day three hours Percent Exhaust Only11Q CFPA 24' 35 Wags! Na ti; r«',%"%rr�'e/'�i"/Fs``_'�,<�`,—' '` vr.:,,��'��,�.-.!`", "T"��""� zr ,..�.� v, _: �'fr�,'s';3 �,�,r..,�.,?"� 1"v'�.__ + `��<�.<n ca-°€:�'�r�l <�""r,.,�r�-•�^<�a'c�^^�€-<,��r:;. �r.^"'s �.,s€, .�3v!pv^°�!3,. �. �,f..f�%.��'`v: r€ v' v r .v°��_,v .��<� ✓ � >�ff.vif +' < ''` +'',��'.,v �``� .^. ,�"'v`- � s k 5 <�;'.�� s;+vf`v,m.:9 ,�'�.` i �5 ^`.'.' g+" �� 4��s�•: "� �',! $ .✓ s`€�.v z�/ '��''-✓ F v'" y (' R <`.F`�ss �.�,d''��i' t """��1°�`�-:��/^``� ��f:�PA � v'' awiv�• x ay„vr� F' f v^� -" v�€�:•.. v','` ''r< v •.b��"i a Y a �".€",✓�''y �v:` � 1 2-�'�s...o..s..a.�.,:� .�'.....:.s�.�:*v��•;€�€.:v...�'W,.�.�.:m✓.�.<a„€.,..«�:.�_...<'',✓�rr'.��.&v �,vv,�.Gc�,�."v..:sa�.:.+wr.,.,.rrm,.w.aa•..wz",<»,,..<.,w�.v€�<«, .�f,:;.rLv'.�'i...., ii:.�%a-�'� �r:�.,»:s'sw'�..-�,�5s?��fiwx...cwYaY:s$ %Interior Fluorescent %interior LED Lighting %exterior Fluorescent %Exterior LED Lighting,N %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting Q '• 1 Cs CI 1r 4 .100 /y�. ,v' n:;v^ a+ .r' ``. r v rr %'vim °""`r `'"«r"a .r qv y.'`•• :;` <,s€�v' ..' `�" r ''i %r «t, /",,'%"t"`•' ./"f, +' ,. a� a` ✓` .'�:+' �'�.� �s. ,."d ;,_,�r'�`A'`�fl� `� .f.,�'' � �.+�''.0 "sv' J<<+� A. fs!'d` � �..,• ^�yi ?�l,J r`A'` f€ .' .�3's' '''�+� None Present �� ';�.," .�a.�. .<�*�.•<�-��'� � �� , a^�T,y'� �.� ��-. -<� ;.� `� ' ,� F� ^.�.�' Via*-- "<�_� .<�-.� �,.�'" �"'-^ <� � �� "� -�� < .•�.'�.,Y,< v s< �'cu f f,�.�`r 3� �F ,� .<'r'',<i�/��"�„'�f�,� �• ,�vim``; v ^""�a.�"�.u,,.•:'..•�.w'>F.�.,.�:��.. ,. �a'os-..<....... ....,._ ..,� .»«,.az'�'v�.:t•,.r�*`� .F`a�`:»`.�r �'�.-.,�,.�;'`f<<u:;.°'�.�� > :„� �`saa:.� €`r�v�.�a.�,..aF.�..�`.E....,.M.��.,., N..,.. ...,�. .�..< ,€.�:«.. '�None Present //!!�� n/. py .�<..,<: a �;�'�' ,r�� €��.�P y �F ,� c � s�-� f,y; 3 �, �`.+J�"'`�� ` v r ��„ �'E.^"y'v',�� 'w fi5• �s v` si+` r F �# <�f /``r ,'';� ,a s ,'�:y'°�' f f,. f` f/,y r F s�' a .�`.<• � ��s� <�` f :i' .. q if�a ,vim ..,v^, <v�<� v f` .� a v":. v v` �` ,, a�av`.�'€ F €��S v`Y'v"v .a.'=.� a'v'�S a ,• t'�` i!` F v.�r'v. r yz•.. .�v.�'��,.. „k�; �Wig' v'^`,� ,*� rwsx�' ,P,..�.c M,.e:...v&>-fi�aa� �vx-.v:..a.�.v�r Nov.;:«i. a.,n .�.ms.w.r,�.�.�sm�sat3.%�..:,.v,rct%a'.�v�:w v�ra�';�.«:arm.ay.�w.a^v':;v.�rw�m< �s..»asw.r✓eu'".a:+nr�-.A,_srw>.�'srs>ao.rva�,anass�€.-:.,:a'�.^.xe..,u�sr�Pre.�-.�:,�i. None Present s ,ys r ^r v y' .<.l`,v` `` '✓`� .�v".v^ v,F� r+x.:<.x a, y r vs a.:.v"•" .,`v! ew ,'" v''•�%lvi'..v.j�"v"3 !`M .v�,. n gg r.+" aj x,. Fr€ % %.v,.�_ v � ✓,,' .�„`v y -.�'��lk +'�� F v'� �.y r .✓ v t av�` _ a � v . � l> l � 'tv .vim ,''< �i�� v <v �..''' v,,rv' ✓.�, '3 ..✓.�s„�'� .✓.as..we;-w.�. ...�.�..;w�.�.*�,&,mazF,s,�..�.�„<,�3.->..�,�; w,«.�.�..<w�....�.:K,«,:-'i��.�.av�e.�✓`.avr�.a�.;�,�;.aeac,€..�.w,e�.�..`i,,..�:..€:k..p-_,.».�.,.�..�,a..,w,�Y�«.�o�+.�.ad.�.�.aa.�.»,v.�<�.� 6 ��.>�'.tiz,�,>,3..,��..<s, None Present Building Summary Property Organization inspection Status 4525 South Harr Road Green Guru LLC Results are projected Southold.NY 11971 Michael Catalano MWell Custom Community-Spot Built Builder Bob Sasser 0210214.351D.�4525SouthHarborRoaCII971 w �" ,;,✓' r... ''..•'.'`�'' s /Y,!.+i '`j lF`' .`✓ t ,w •l„„.- r/'Y' :: ter` ' .:`"�•.�•,,. ` v '"/`" fi. ��Lt � � �,s�'� .�,+ � .� •^Y... w�� !� '�..°/�� "'/'/� f F'''''' -- �Y °i r`�/ ✓ a r��.%r�/ � „S Y ,. :^"r,.l' Y5 z% .�°.u...n.�.�..."W...c..r..,�.�..,�•��<�.�rv%�...s��..,G-��a-�.,�.�,.,F'`�•"xr .,. .s:..��.�...�' J'.� �'a'�.�=.,...w.F.�,• .�'-�..•,:.. E•,7.a. ��."� ,' .,,..�.F �`!� ' .«. 1. None Preset f. ��. �#'�/1�I��+aS'i.r.� -5.��'� � _ s''Y��...,,,F�.",r � � 1 F ��.� ,,s'�...�°' .r`�.,,�'✓'��' ` �"� , F �'��* ,,�," s >1' v L�.„�,� .�3a'`' �,�.� fi`�3' ��'. >Y �� .. b '�YY �.;�*� �.;!, ��/�. � �a?�,'i'`� �.'. P,•'� �.�, - u '"'``��"�f'✓.��.i.E`'�.•°`,°r,."' ;..'�' .�'�s:'�'.s».��.�N.��.w'�i,✓,..�..�>:'.�.�;�srav�.'a.�.sy'.u �✓w'..:✓. �,rw•.ti..M;�€�.� ?.�' .+ �.'r.w,�,.� ,a.✓. f�.t�fi <.•,�.�°��..''�".�« ,fis�....'•t'.:r, P<.,.:�:k.�.ss,``s�..,.v. .� .�.�.s`rrri:.a�•,a..<ee'��w.y.: None Present 'r'^„€`sJ'^ .«»,. •�« ri«^ r°s'. Maa•sr ,_ «.e€,„�.w,.;.»ay,,:.s«r .•^- Y rfi::•, q , 12, yr•�r y ors -';�r�,�w ,,% f. ✓ . t� 4+ 34d° 57 �, 1.�R ,� +#+46'ifti�'F rr .�,•'+'/ �f i''v' /.•^'` �`` €�`,,.f.`"'/ '� y �r; y ^5 '.r'' � "'"v' l"','! 'a�:' F'� -;c: �ia�.4a;+:��.r�/�.'r :xire"�.'i''s•',+;�' R��..`"��,�m w K� ...�...,b�� a"�.��.':cra,.,r.�..�•x.> a`s's��ra .��%�:�s....�.��,?':J�.t.>,.:+ �,,,,i u.*zr��.^.'^s„�,.F,:;........��*s,...�.€€�fF fn..�.aa� ..•"��.�`f€'«"�`•'aw",�x:�� None Present CQI'It��'�t8'J�i� � ,"��'?r / e,. •`.�� •. F^a�° �•r.�Y�,. s '`;. ..� .f✓'� .st�/. .� •^r.�''•`''i'; ��r•.' � �4 y., r 1-� & .� � ' ..fir/� .a ,•" �.��""�. ;i'".•,,.� '�,,,,°"".//�' '''' zL r' :.� ,'.+ � ��. � ,� >��,��.��d .�.m�.<oat�msa.�.,,!.wa "x..»s� au,��a'.�aa•^..c.�...�..a.�''w�.��'��,�.;�-:v^aaaS:.�W.a. .�w�,v,� ,ds�,.�s.�.>sra»a.�'. a.�.,�.,.� �s'�,..a sa�. s..ov.,,n,as•�r �`.�. .�a. Name Library Type Serial Number Heating Percent load Cooling Percent Load item Water Percent Location Load Heat Pump's �i h'1as�eril7hsr? / 10''?0` 10i79� / dl Conditioned Spare b ater Heating ' 3 EB )41iS#5t € dS OW" 1£a0% Conditioned Space ';'trig V, y..r.:5 ,�,3.,.�»�.��:�e,�€w�.,:,��' ..�N...�s...:.ss....yw.• .co.w..w�.rm.;s.�.::�: f`:�'.•�S',...v.�s..:�. ev..€w,vu.��s� .ve..:�...•.�� '/E£;tltptt3er�t Type r, „� 'lftC7UrC43 7$eat C?i3(31i i� / ,i., Fuel Type Electric I7isili�Utibll T B .,< Nliilo,Type^ ECM(Variable Speed) Pleating Efficiency 10 HSPF Backup Fuel Type Electric ��itr.�+csvveryTerrtpsratuie( �j��,��.,,,. / Backup Pleating Efficiency I" Adjusted Efficiency Use default Suppi�ritietttall-iei3'./�,. , �, t�}rt �`, . ', �/. ,. . '' ;i !•,,/. . Supplemental"Heat[kAj 3 4 Left ig EfficlertryX, Cooling Capacity jkBtUi4j 48 6 Building Summary Property Organization inspection Status 4525 South Harbor Road Green Guru t.lC - Results are projected Southold.,NY 11971 Michael Calaiano foodei.Custom Community:Spot.Swit Builder bob Sasser 421 ti214,�5i D.�625SrauthFiarbnrRoad11371 i�r�'-.�e,�.��.°v'��.��+'.��°� ' .s�c��°`"' "�.✓.;.-�� .�as'.v .��.a5" `". '`�--sm.�� am.F'm3��'`,� -.� � .s•.d�.ya.°s�:s�.e; Residenttu4��12te Heater r _f. „r. Fun;Type Electric Distilt3c€tican Type / ' '/ r H fronic,F elivery % Hot Water Efficiency 3.75 Energy Factor "r�. `'°' r ME y I�liJ # � � 'm�'°'-°r� ,t''''.. ...+.ss� . ....�.�v i✓,va' ' ` ''4 � .c� �. fDisfiatsution'Type/ '% Heating Equipment Heat Pump /..,i,.. ..-..r..,r.✓, %.��.,t�i.� . .-;.�i / Sq.Feet Served t,735 efurn Sup pty DuctR Valuer 8 /R tL#ril Ducl`i3 Uatue, �i i/./ �W!/ Supply Duct Area(fftj 469.26 £.'t Iurri C}ULtArea Leakage to outdoors 25 CFM @ 25Pa(1.44 t 100 W) Tota€Leakage Duct Test Conditions Post-Construction IS't} *R9i71Wt > % u,. :. r. /i..,,... ,. 4Sr/,.. ✓// /j,`.i'.%/ '%.,. ��..,f/is Duct 1 AttlC yWe{t 6 [ttt@L}':///� �Percent Supply Area 55< Duct.2 .. t3Etei LoCa onGanciYlot�ed SpaCt�/`, i. Percent Supply Area 45 Duct 3 'PercentfSupply Area 0 k EFeitt RetUrrlAE'e+jyr ✓l.Yf Duct 4 Dtt Lf}t&tltJi? i/y�/. X, °C&hdi Percent Supply Area Duch 5 Duct Location f, ' Percent Supply Rrea Q „:' Duct 6 y - r - .,/ Percent Supply Area<> 0 V .ra° r, '«u�. �^ '' fr €z: ..m»r F�is' '°'a� ss,� f f r f ,Praoing N 7 Building Summary Property organization Inspection Status 4525 South Harbor Road Green Guru LLC Results are projected Southold,NY 11971 Michael Catalano Mwel,Custom Community:Spot dui Builder Bob Sasso 0210214.351 D.4525SovthHartrorRoadl 1971 F an ��,'�r3.�"".�'ssf..,»°.w;s»> .�v> � � €r� `�,FJ.'>�'r.€'�:..sv'f.,?a'�f.'/.:�..�,%.F,>>�.�a.�✓-,�-�,``..��.�.�-c,.�.»,.�,�.;F.;rd„ur.., J'�� CfM PerVlstt 10Q `^-'g�^^^v-J'r.','+�' �:^. .ter .P.3^`' •' .>'"" $, ,>z- `.'�,_x ,c' - low, ",W `M`'� F2'S 15 .�`�a''a`� .�:5=>:•,�r�.+..;�� ``� � � la�`:W�,£€u*w�� !�"r�. ,.oU.w`.>' �u.� �w€.�f>'f'm�.s`3,.«rea:, r �s vx, aria Use Defau€t Hot Water Pipe Length No F.,/A re At Least R3 Pipe lnsuiati©n? Yes Recirculation System Pipe Loop LongEii[ft 3t1 ! `-> `,,��.!»�',. .'rjs>ry,•-r'vr+y -;ty«x- Y yny �,y 3s'.+,y>» k -.fa'�vy' 1v ''' x'�a' ✓.:n^ •.p--,�'. VJ Fuel Type Electric 1 jeid Uflilzdso ''/ / /.. " _B rltYer Cra n i, /r / is Outside Conditioned Space No €7efautts Type HERS Reference >^•' 4�� > .w �•n,°' ^�> +� � ��i'r✓ e ':,>�r2��¢",y^�'• ,^.� rr,.nf",�- -.^sv1r y ^y_y' .'` �`�`✓.r`,r`s��F,. rr �,x��> � .F` � .r � 4s' c.,�r �' .�r� ��.,�:'' .Fi r �_"`a��r' v��>'' �%�i��r��«�� m� %��r'"'�'n�.?•3�'y,,, fia*��i� �`�f�'.FR>�. `> 'rF�x�� xi �z,. '�>'..g �s..a..�. -.�°G.w3.a.,.��.�..z� G.urvrx�.,.x;+.c..�. .asHv� a,! �.�. �.✓.fr.:>.•«.a, ✓....�`�" v,�:v�.2� r Labe4 i nerdy 42at#nc / Annual Gas Cost $12,00 , EiGC€rIC fY3t F rr/ /• / / s / / f t 1 sictdVh' //.J../;//.!..0 r/,,.- $1+'..�09,1rherrn Imef 106 Load Type Front-toad ,L€3adsF'e€'lB�ledtt' /`////sr.,.%.�s/,i,>�/•%../, %��!r/i/,� ,,. .. ;� ..`,r�. :�� ;.�'�r /;'.�r: Is Outside Conditioned Space No j flofites Washer�pi tit@ IM F`{a'k #>'"'• '`! >�.>,.>��:us.��:�.F_.�r'�. af:'s�i3 Nre.,'x6 .x'�..,.:..�.� .r�.s>..°..:d .,� .�,.<rw"• Gf_�...,....,s:��'....,.�°e:,�>[.t.�.�>•�:,>�.��>^��.rs'ac>: a>e� � £ishtuasEies Qefat�36 Dislw her Size Standard Annual Gas Cost $33,12 y x Gas Rats $1..O9#Therm i��t�u#side Cortditlont�d Spa^e : >:�' �ko �r / , Dishwashor Available Yes 8 Building Summary Property Organization Inspection Status 4525 South Harttcr Road Green Guru t_i_C R"asru is are projected Sout;letd,NY 11971 Michael Catalano Model_Custom Community:SFtY Suitt Builder Sots Sasso 02 0214.351G.4525SOMHarborRoad919?t F€f€5gfi af-r.€»..'-i...n.€ e.-<<..... 'u€'.u....,a.:w. :,£�.. .c...€..eo-.4.; �'.:M..�.. ..�s-!:,v;":vo-a<✓s.,.w €s'�'.^``°.sr '' ...m...'. Prt+ralncria#4etherrn? �� r „ '...,... -has Rangei0�n`Fu i Electric Gr�vectlanven� / / i Yes.. .. .,_ tnc9uction Range? Yes Rarir�eet et i��rtss3 Conditi,n Space ° Refrigerator Consumption 693 WhITear Refrigersifar 4utsid Grndit4nest Space i Nt1 skw'". .a`✓.w�av�,w"rw;�.wvb�.....r��/va.+'.��:v.'v�...'��»+i.'Y�.`�€...�,..✓ ..��.,az.�'::.��w.w�`€6.ys�4..u€�w�.e`fn:.w.d::�3'/€�:zrs`�aw::`;'-v:1.s#� �� Mejia, Evelin From: Jose Contr_eras.<.hi.ghspeedelectricservices@gmail.com> Sent: Wednesday,August 28, 20A 11:09 AM To: Mejia, Evelin Subject: [SPAM] - Before and after pictures Good morning Evelin. It Sean from High Speed Electric. I'm sending over the before and after pictures of the changes that needed to be made for the rough that inspector James requested. The address of the rough is 4525 S. Harbor permit# 50156'�Please`let me know if there's anything else needed or if_tlie�o_ugh inspection passed so I can let the contractor know t at it's ok for him to proceed and insulate. Thank you. You can contact me at (631) 704-8012 or (631) 524-0097 My Email is Highspeedelectricservicesggmail.com i z . � \ . .� � . � � \ ° �� , - : - �� : : \ ' y � , . > . , � � \y. . ./ . � � � \ � \ � . «\ <�� %¥ : . � ®f� . \y . � _ � . � �� . 2� , «� � � � ° � � " / , � � \� .� / � � r . \► / �//. :� <�. . . , \ /: . ! � r . . ' \ < � �} � . , - , � \ /� \ � ` . ` . � z , ! �} . � , � . . � ° � ^ � \ \ � \ \ % . � � � � �\ � � . �f � �6; . �� \\ \�� - a � z « . { � � � \ �\2 ®? / \/ �\ ' . � � . � � . �, 17 � -- �+ r • 3 �� rrl '....... C �� [:s Ri-� � • � I i� w . y I a � R 1 10 ded combo . Hiahest r)oin -roo r Jam. - ON Ift z -A -TE ; . t � ► r _ 4*01 %, i • � o m .� F; y�i'* 4 �' ��J. 1 ` ' .' i r;. �� I i ' � �• �� a �j �4 S ' r, 1 _ � } "w�, 1 �- �. �: �'�•.. � � I � - ti , ►�. �.f ��♦ � � �r �,,�� --,,�, .� �� . , �` � , � �� , , z ��, `�`a�'. ';1��;, . � � '• ''�j1�'' i �' �� . 7�.-''_---_- i' "'R- _ ' � . *. ►mot �. �< ' ,i .l � � � ,s 1 � � c I rl � 1 1 1 11 _m AF StF 1 0 Bedroon R tr. h P . f 4 I T. I 7 � ' S 1 ' 1 � q • Y{ q dd 2 �- BE p� WiresI Floo Hallw0' A s a _ r � 3 tl! ifP � i � I 1f d 1. 1 y r loop or \ st fl Hallwa i h rece tacie f 'S w 1 i , y . st or t j, 1 ; ",Cie .K W7 Y kf'•-,s .t,. { r �Lr �i Flo ` M roo i hes 1 r 4 � i • 1 a, t } thr -. wi ch IL ,r �n let— BEFOR M Dining I rooA outlet ' ron , ' .a -o J f� � A ` e 4 r l a .� TCAW 1 • A 3 .p 1• i 4 � II p l� T Flo roo Ali!I{ �! • hes .. J 1 p t i 1 I s ,.. R - r i 3tit h r w wi dq I s r.•l 1_ nM � 1 l { gal Tow- BE Wal I between x�l � two front bedroo,,.,-, i s�^ i v te, rWal I p� 3 �4.. between w ront bedrooms ,r P • e. . � A v � BEFOR ing ,` A . 1 r roo j outlet ront f oa' . o, h� AFTE Dinin . roo m , r J 0 et ern oor. t h n� A t : d r. s ; A`s q t J � p n 9. w BEFORE Laundr k n I 1 + r F \ RY 1 i rr 1 r.t, y�M I I • , , �,J i •, it p. I - � v to �• �� - F � W � �- �, a j ty .w rti �i -, a S �y r° r �l L j � V YMAT= i u t:. (y� � fdl% ,- � � ,{i �,,: SS" — s � r(! 1 � "r: �� f� � y, � `t � ,; b '� I � , ( �. __ r � � I ��, r;� �, � � I f r �� ,� �� , , 1 11� � � l ��,� � ;� � - �' l r y ,� � a t ry tiY� e � 3 � _ 'ti 6; �. ,.�. r � +t � � � . 4 P- `�, _ � V 'Q I ':. ��a �: . '. � y� r i �` �. � � � ,;si1 4 Y� Y/ y '� { -1 � ..�� ,.r 'i �� -1 �,' - `': r °m .1 V I �� \ .. A � I '1 P IY � A i }` ; t L � k 9a � k i At Ir r i � art F - � 1 F / - 1 � � I � n 1 1 • • • fir An IN �. i 1 SUfFQL',� .4 Co TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town.Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtomM.gov Date Received APPLICATION FOR BUILDING PERMIT - For office use only �! PERMIT NO. Building Inspector: Nov 2 0 Applications and forms must be filled out.in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an _E.` �.. ; ; �;�.cIt-'a Owner's Authorization form(Page 2)shall be completed. Date:10/19/23 OWNER(S)OF PROPERTY: Name:Jacqueline Jones/Michele Sasso SCTM#1000-87-01-6.4 Project Address:4525 S. Harbor Road Southold, N.Y. 11971 ' Phone#:631-896-6260 Email:micheles@electronixsystems.com Mailing Address:5 Hansen Lane Huntington Station, NY 11746 'CONTACT PERSON: Name:Christopher Garten Mailing Address:680 Larkfield Road, East Northport, N.Y. 1-1731 Phone#:(631) 754-5809 FTali--..info@ca.arten.com DESIGN PROFESSIONAL INFORMATION: Name_Christopher Garten Mailing Address:680 Larkfield Road , East Northport N.Y_ 11731 Phone#:( )3 6 1 754-5809 _ I .Email: infocgarten.com.----_ -_ @ CONTRACTOR INFORMATION: Name:_SFk_0&p.Z__ �'owTl�a D/2.� l aG, — —---------------- Mailing Address: 6IS --S'TN---fOY_ Z----------------------------------- Phone#: 3r=�6 De��'S Email: VIA _ —_�--------- -------- — DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �"O94 Oba ' Will the lot be re-graded? ❑Yes ONo Will"excess fill be removed from premises? ❑Yes ®No 1 i PROPERTY INFORMATION Existing use of property: Residential-_I - Intended use of property: Residential_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. H Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236'of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,.Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as-herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized,inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemearidr;pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin .na e):Christopher Garten BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Christopher Garten being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Authorized Agent (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 day of 0CrOB49R 20.25 u Notary Public DIANA CAROLINAULLOA._ PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OFNEWYORK Where the applicant is not the.owner RQualified nNu olkCou011 County pp � ) Qualified in Suffolk County , Commission Expires December 20;2025 Michele Sasso residing at 5 Hansen Lane Huntington Station, NY 11746 Christopher Garten do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described�herein. ?N4 � VG4O Owner's Signature Date Kt c.hele- 5crss0 Print Owner's Name 2 �vv SUFFot, TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • oe� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnyov, . Date Received APPLICATION FOR BUILDING PE87JJ Jr -- r Office Use Only S E P .3 0 2022 �. �-vval PERMIT NO. Building Inspector: Applications and forms must be filled.otit in thleir,eritirety. Inc omplete applications will riot be accepted: Where the Applicant is not tNe owner,an r: - 7 p Owner's'Authorization form(Page 2)shall be completed, Date:9/19/2022 :OWNER(S)-OF PROPERTY: Name:Jacqueline Jones/Michele Sasso SCTM# 1000-87-01-6.4 Project Address:4525 S. Harbor Road Southold, N.Y. 11971 Phone#:631-896-6260 Fm7l :micheles@electronixsystems.com Mailing Address:5 Hansen Lane Huntington Sta, NY 11746 ;CONTACT PERSON: Name:Christopher Garten Mailing Address:680 Larkfield Road, East Northport, N.Y. 11731 Phone#:(631) 754-5809 Email:info@cgarten.com 'DESIGN PROFESSIONAL INFORMATION: Name:Christopher Garten Mailing Address:680 Larkfield Road , East Northport N.Y. 11731 Phone#:(631) 754-5809 Email:info@qgarten.com CONTRACTOR,INFORMATION Name:T.B.D. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �•$� �• Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION' Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this-property? ❑Yes ONo IF YES, PROVIDE A COPY. 8 ,Chedk Box After Reacting The owner[contractor/desigrij'pfo€esslo lat as responsible for all drainage and storm water Issue's as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to tie".Ba Im a�eprit far,th`e4ssuance of a Building Permit pursuant to the Building Zone ordinance o€the Town;of Southold,Suffolk,County,New York and oterapplieab�ILauis,iOrdlgances or Regulations,for'the construction of bwldmgs; additions,alterations or for removal or demolition as herein"described:The,applicant agrees to comply with all applicable laws,ordinances building code, housing code and regulations and to admit authorised Inspectors on premises and in buildmg(s)for necessary inspections:False statements made herein are unishable as`a Class A'misdemeanor ursuant to Section 210 45 of the New York State Penal Law: p P Application Submitted By( ame)•Ch stopher Garten BAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) Christopher Garten being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Authorized Agent (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 I q day of 5ep4q nbeir 20 Notary Public PROPERTY OWNER AUTI ORiZATiON DIANA CAROLINA ULLOA NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.OIUL6426980 Qualified in Suffolk County Commission ExPires December 20,2025 Michele Sasso residing at 5 Hansen Lane Huntington Station , NY 11746 Christo her Garten do hereby authorize p to apply on my behalf to the Town of Southold Building Department for approval as described herein. Michele Sasso Date:l02 .0signed b 14:11:l0Sasso 9/19/2022 Date:2022.09.19 14:11:40-04'00' Owner's Signature Date . Michele Sasso Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19, 2023 TO: Jones, Robert C/O Jacqueline Jones 2326 New York Ave Huntington Station,NY 11746 Please take notice that your application received September 30, 2022: For permit to: Construct alterations and additions to an existing single family dwelling at: Location of property: 4525 South Harbor Road, Southold County Tax Map No. 1000—Section 87 Block 01 Lot 6_4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,036 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum side yard setback of 10 feet with a combined side yard setback of a minimum of 25 feet. The survey shows the proposed dwelling to be located at 26 feet off of the front yard property line, 8 feet off of the side yard property line for a combined side yard setback of 23 feet. Additionally,the proposed construction is not permitted pursuant to Chapter 280-Bulk schedule which requires a maximum lot coverage of 20%. The site plan shows a lot coverage calculation of 21.8%. ICV2,0 Z �)Ujur A Author' d Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19, 2023 Renewed: April 24,2023 Revised: May 2,2023 TO: Jones, Robert C/O Jacqueline Jones 2326 New York Ave Huntington Station,NY 11746 Please take notice that your application received September 30,2022: For permit to: Construct alterations and additions to an existing single family dwelling at: Location of property: 4525 South Harbor Road, Southold County Tax Map No. 1000—Section 87 Block 01 Lot 6_4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,036 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum front setback of 35 feet and a minimum side yard setback of 10 feet. The survey shows the proposed dwelling to be located at 26 feet off of the front yard property line and 8 feet off of the side yard propelly line. Additionally,the proposed construction is not permitted pursuant to Chapter 280- Bulk schedule which requires a maximum lot coverage of 20%. The site plan shows a lot coverage calculation of 21.8%. AA Lt,(w rf. '?)I JaV Aelorized Signat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. rx � BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson Qt so�� 53095 Main Road • P.O. Box 1179 Patricia Acampora �� ® Southold,NY 11971-0959 Eric Dantes8 a Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® y� 54375 Main Road(at Youngs Avenue) C®UN11 Southold E_ �ED http://southoldtownny.gov JL 6 12- 14 J ZONING BOARD OF APPEALS A U G 2 1 2023 TOWN OF SOUTHOLD l� Tel. (631) 765-1809 South d -Tub k � jJJ UU FINDINGS, DELIBERATIONS AND DETERMINATION. MEETING OF AUGUST 17, 2023 J � AUG 2 3 2023 ZBA FILE: 7807 Building Department NAME OF APPLICANT: Michelle Sasso & Jaqueline Jones Town of otethold PROPERTY LOCATION: 4525 South Harbor Road, Southold SCTM No. 1000-87-1- .4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is an 8, 036 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property is an oddly shaped lot with a road frontage of 99.94 feet along South Harbor Road. The property is improved with an existing one-story residence built in 1959 as shown on survey prepared by John T. Metzger, dated September 2, 2009. BASIS OF APPLICATION: Request for Variances from Article IV, Section 280-18; Article XXIII, Section 280- 124; and the Building Inspector's April 24, 2023, Amended May 2, 2023 Notice of Disapproval based on an application for a permit to construct alterations and additions to an existing single family dwelling; at 1) located less than the code required minimum front yard property line setback of 35 feet; 2) located less than the code required minimum side yard property line setback of 10 feet; 3)more than the code permitted maximum lot coverage of 20%; located at: 4525 South Harbor Road, Southold, NY. SCTM No. 1000-87-1-6.4. AMENDED APPLICATION: The application has been Amended to include a demolition per Town Code Definition. During the public hearing, the applicant testified that the project includes a complete rebuild, and that the combined side yard setback will be 23 feet instead of the required 25 feet. RELIEF REQUESTED: The applicant requests variances for the following: 1. Front yard setback proposed as 26 feet where a minimum of 35 feet is required. 2. Side yard setback proposed as 8 feet where a minimum of 10 feet is required. 3. The lot coverage proposed is 21.8% where a maximum of 20% is allowed. 4. Combined side yard setback of 23 feet where a minimum of 25 is required. x Page 2, August 17,2023 97807, Sasso-Jones SCTM No. 1000-87-1-6.4 ADDITIONAL INFORMATION: The existing residence is a small dwelling originally built approximately 1959. There is an original Certificate of Occupancy,#427 dated November 12, 1959, for the existing one family dwelling. In September of 1982, under appeal# 3030, the Zoning Board of Appeals granted a variance for a reduced rear yard setback to construct an addition to the original house. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 3, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing residence sits on a very oddly shaped lot and is one of the smaller houses in the neighborhood that has not undergone substantial renovations in recent years. The property across the street is an undeveloped, heavily wooded lot and adjacent properties on either side of the subject property are two story dwellings. The rear and side yards are well screened by mature vegetation. The proposed renovations are in keeping with the scale of the surrounding neighborhood, and therefore will not produce an undesirable change in the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. Any addition to the house would trigger an area variance due to the fact that the lot is so irregularly shaped. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, 1. The front yard setback represents a 26 % relief from the code. 2. The side yard setback represents a 20% relief from the code. 3. The lot coverage represents an approx. 21.8 % relief from the code. 4. The combined side yard setback represents an 8% relief from the code. However, due to the fact that the existing front yard setback is already 26.1 feet from the property line, and addition of.1% to follow the existing lines of the house is a minor addition to the existing non-conformity. The side yard setback is also a minor variance due to the irregularly shaped lot, as is the lot coverage variance which is again due to the irregularly shaped lot. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm,Water Management Code and the conditions of this board. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to an existing on-conforming house while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Membe Weisman (Chairperson), and duly carried, to Page 3,August 17,2023 #7807, Sasso-Jones SCTM No. 1000-87-1-6.4 GRANT the variances as Amended for a demolition and a complete rebuild, and shown on the site plan and architectural plans drawn by Christopher Garten, Architect, dated January 17, 2023. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Lehnert, Acampora, and Planamento(5-0) r r. Leslie Kanes Weisman Chai erson PP A roved for filing / �7/2023 o�gtlFFOtA'�oG BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD ay �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 , �a� Telephone(631)765-1802 Temporary Certificate # �J Date 42024 Customer Name Electrician Name MQ LuC— Address g Phone '3l _7 e-mail e-mail k;-,hS_ VVCWir►CS �� Phone io (jcj-CaGX3 License# - s Size A Phase Overhead Underground Y #of Meters Remarks #of Underground Laterals 1 2 New I/ "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete;the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by fi�2 . YG�yrr-.cr ''�FFOL BUILDING DEPARTMENT- Electrical Inspector 4\�S K�oG TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 *► ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownnv.aov - seand@southoldtownny.clov `�"•i13I.L tr APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $ 27iIZoSq Company Name: 1\ 'C r •Ce S. C.C. Electrician's Name: op no-A License No.: ME - lo"1$bS Elec. email: aA Elec. Phone No: 1 -7pu.S012 GPI request an email copy of Certificate of Compliance Elec. Address.: 1-1 \Vd- a N JOB SITE INFORMATION (All Information Required) Name: Tbyw s, Tar-lc,�A Address: 4 25 S. R olk d N4 It Cross Street: WC06 a Phone No.:Bldg.Permit#: 5 015(P email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -SQaNiI;Q l�eCkio� S-econd fibo"( 2 baseme * Square Footage: (oq Circle All That Apply: Is job ready for inspection?: ® YES NO Rough In O Final Do you need a Temp Certificate?: OYES ❑NO Issued On Temp Information: (Alf information required) Service Size01 Ph03 Ph Size: A #Meters Old Meter# X New Service0 Fire Reconnect[]Flood Reconnect OService Reconnectl[Underground QOverhead #Underground Laterals 1 2 H Frame F1 Pole Work done on Service? Ely N Additional Information: -::4 e WIJ i"�1 yl� PAYMENT DUE WITH APPLICATION � Ia8eQY0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD }' Town Hall Annex - 54375 Main Road'- PO Box 1179 ' New York 1197,1-0959 Southold, . Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh a southoldtownny.gov --° seand cDsouthoidtownn�i.� v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $ 221202q Company Name: 1\ 'C Ser °Ce S, LL4L Electrician's Name: op.nQi(1 License No.: ME _ (p-ISO S Elec. email: o Ce 61 Elec. Phone No: (Cp� 1p1�-�012 Gal request an email copy of Certificate of Compliance Elec. Address.: Vl 1v6• A. N JOB SITE INFORMATION (All Information Required) Name: Times. 1(zG k.�D Address: L4 25 S. g R 011 d N4 <<9 Cross Street: VJ d 0. Phone No.: BIdg.Permit#: 5015(,P email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 'I2 bctgeme,(- Square Footage: Gq Circle All That Apply: ` Is job ready for inspection?: ® YES ❑ NO Rough In oxi ❑ FinalDo you need a Temp Certificate?: ❑ YES ❑ NO Issued On \ �,��►�� Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: W)(l A # Meters Old Meter# 5Q New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectigUnderg round❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? ] Y N Additional Information: - L�.�l� - r►1 y lC PAYMENT DUE WITH APPLICATION 12-4 n `sV 4� e �D 6 PERMIT# Address: Switches ^ -� y ' Outlets �1 GFI's l Surface �111 Sconces' I-� UC Lts Fridge ;-HW c�v�' POOL Fans Mini Fr. W/D Panel l Pump Exhaust Oven Sump Heater Trnsfmr Smokes`4 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo �. �� Cooktop Minisplit Blower AC AH Hood C Blower Service Amps Have Used Sub Amps Have Used Comments t.rr.�6 AeJ6 o�SUFFItCk��G Town Hall Annex y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 y Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE:CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 23 Owner: - /tt16#C2-k SASSO Location of Property: JOO'P* j.I dd2BJK /217 J'oy11,� A& r Please take notice that the (check applicable line): .New commercial or residential structure C Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) c Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Flooi=framing, including-girders and beams (F) Roof framing (R) Floor and roQfl framin FR) Signature:- Name (person submitting th' rm). G�UlP/S'T�6°d� 4 GA141A , 4l2Gla/ _. Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 H 1/2 1! The construction type STROKE designation shall be 64171 461pyl 6611111, gV11or cfiVil to indicate the construction ` classification of the structure under - . - . ., --... - - � _ DESIGNATION, FOR STRUC'URAL section 602 of the BCNYS , - - - - - - -I COMPONENTS THAT ARE OF TRUSS TYPE'. CONSTRUCTION r ST" FLOOR FRAMING INCLUDING ■ GIRDERS AND BEAMS ccR�� ROOF FRAMING % NinG ITR'A FLOOR AND ROOF FRAMING STANDARDS AND CODES - Dwyer, Tracey From: Dwyer,Tracey Sent: Thursday, December 01, 2022 10:35 AM To: 'info@cgarten.com' Subject: disapproval application at 4525 S. Harbor Rd Christopher, In order to write your notice of disapproval I will need a minimum of demolition plans and if you have elevation drawings. If the work is substantial then by town definition if might be deemed a "demolition". I will Attach that definition so you have a better understanding. You can email me the additional information. DEMOLITION Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. [Added 4-24-2012 by L.L. No. 6-2012; amended 2-14-2017 by L.L. No. 2-2017] If you have any questions feel free to call me at 631-765-1802. Thank you, Tracey Dwyer 1"S -Fo f ' Coven ' F Acv i'F; -• � ` � FYI _ - 1 i '� moo- Q L� �� . provtj b 3o:e Ile- �. .T. TR o �� 2001 9 F.,• �P you 5 >�, vi CJ N .10 ' ��p arc erm pn Mac°°k �� 3 SURVEY FOR WILLIAM L. JONES a MARGARET" JONE s,? SOUTHOLD .,:. TOWN OF SOUTHOLD a SUFF , CO., N.Y. : . T� GUkRANTEED 'Oa ,•:.�•:s MONUMENT INTER-COUNTY TITLE GUARANTY. _ :71SCALE 1�� = 30� AND MORTGAGE COMPANY '-.z SEPT. 10, 1968 .:r PROF ESSI-69AL�" NGIN t AND : :��x{- "-• ';..r. LAND SURVEYOR, P.Y.S. 'C NG.I2S4S ^ ,. RIVERHEAD, M.Y. �.� I _ HEALTH DEPARTMENT APPROVAL BOX EMAIL: 24" LOCKING POLYETHYLENE ITEM DESCRIPTION GENERAL NOTES: info@cgorten.com COVER TO GRADE 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITTE USING A METHOD LEGEND / SYMBOLS: 24" LOCKING APPROVED BY THE MANUFACTURER. POLYETHYLENE X EL15.1' - EXISTING N.A.V.D. ELEVATION COVER TO GRADE TANK, AN600 245 NITROGEN REDUCTION / 76"0 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM ® - EXISTING MONUMENT A TANK, AN600 245 PRETREATMENT STARTUP. iiOV ll B COUPLING, 4" SCH 35 PVC SXS 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLIK COUNTY 62 7/8"0 C FG CONNECTING PANEL 24 x 19 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER - EXISTING UTILITY POLE 24 875"0 Cl ADHESIVE, CARTRIDGE C2 SCREW, 1" #10 SELF TAP PPH ZINC 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER x - EXISTING FENCE D FASTENER, 3/8"-16 x 3 3/4" AT HHCS AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE OPERATION AND MAINTENANCE _ CONTRACT WILL BE FOR A MINIMUM PERIOD OF 3 YEARS I- -1 D1 NUT, 3/8"-16 SS L.G. - PROPOSED LEACHING GALLEY D2 WASHER, 3/8"-16 SS 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SIUFFOLK COUNTY L OUTLET DEPARTMENT OF HEALTH. z - PIPE PIPE D3 WASHER, SS 3/8" LOCKWASHER 1 Xp1 - PROPOSED EXPANSION POOL INLET w E ASSEMBLY, RE-CIRCULATION 245 COMPLETE 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. F AN600 ATU W/ PLATFORM COMPLETE p W1 - PROPOSED DRYWELL ~ U G EC50-30-L-120-PLC 7. A GARBAGE GRINDER SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE OIWTS ry H PIPE, 4" PVC SDR35 L Q I PIPE, 4" PVC SDR35 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL � - TEST HOLE � LL_I Q .- PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE. ALL Y 82"0 J TEE, STRAIGHT 4" SDR35 PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. [-- 0:� 69 1/2"0 K PIPE, 4" PVC SDR35 v - - WATER LINE z 000 POLYETHYLENE OWTS 9. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION OF THE SEWER PIPE LEAVING THE SITE DATA: o f= Ln L T W/ FLOW DEFLECTOR SDR35 -i 4 0 HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. THE CONTRACTOR SHALL NOTIFY OWTS - PROPOSED ON-SITE WASTEWATER L1_I - Lj _ I 143 1/4" M PROVIDE POLYLOK 3008 - WEST 24" FLAT COVERES AND THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. TREATMENT SYSTEM TAX MAP N0. 1000 - 87 - 1 - 6. _ p d SAFETY GRATING 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND LOT AREA: 8,036 SQ.FT. = 0.185 ACRES = � = � N HIGH WATER ALARM FLOAT SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. 0 Q ~ , HYDRO-ACTION TREATMENT UNIT O RECIRC ENABLED FLOAT ZONING: R-40 RESIDENTIAL C� U j On PLAN (N.T.S.) 11. A HOUSE TRAP SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS I- O z (0 SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED,. ALL ELEVATIONS SHOWN ARE NAVD 1988 00 Q TO REMOTE AI = LL1 PUMP E M CORE DRILL TANK AND (H D-D3 U INSTALL WATERTIGHT SEALED FLEXIBLE JOINT MANUFACTURER PROVED BY NOTE: OUT MUST BE INSTALLED ON OWTS / SEPTIC TANK SITE NOTES: INLET WASTELINE. IF INSTALLED ON EXTERIOR, IN MUST / EXISTING SITE CONDITIONS AS SHOWN OUTLET BE INSTALLED TO GRADE. ALL UTILITIES REQUIRE A 5' UTILITY NOTE: ' r ARE BASED ON INFORMATION PROVIDED ON PIPE TO MIN. SEPARATION TO OWTS SEPTIC TANK. UNDERGROUND UTILITY / } ` "?''' r r` I ; OF PECONIC SURVEYORS L p,'S / / l I • '1 SURVEY PREPARED BY JOHN T. METZGER, L.S. INLET SEPARATION DISTANCE IS ,T i ` '.'J L__ SLATE OR 5' MIN. TO SANITARY i DATED: 9-2-09 Flow J SUITABLEPPER 00 SYSTEM, / ,��N 1 9 202 LINE B STOEND PLUG COVER WATER LINE IS 10' MIN. L TO SANITARY SYSTEM + K N o VARIES 45' ELBOW S.C.T.M• 1000-87-1-9 '� BUILDING SETBACKS: M C-C2 M 45' Y + / 1 MON �..FNDY q .-�y.fry -~ ,r EXISTING ZONING: R-40 RESIDENTIAL NOW OR FORMERLY +� (EXISTING NON-CONFORMING LOT) FROM HEATHER SCHER & BRAD CIARDINO O 1 F MAIN BLDG. - FRONT YARD = AVG. WITHIN 300' BLDG. TTO ANK (IMPROVED & PUBLIC WATER) a' / p SIDE YARD (MIN.) = 10' F o►AJ�U + R / TOTAL SIDE YARD = 25' GAR S REAR YARD = 35' CLEAN-OUT DETAIL C, 0.9' 1.1'NI N.T.S. S •� 9.3 _ 29�r X 3" THICK BED OF COMPACTED 1 �- 5O''�jl/ I LOT COVERAGE: 59 3/4" 72" - / �I EXISTING LOT AREA = 8,036 S.F. SAND. MAXIMUM TOLERANCE � J OF t1/4" IN ANY DIRECTION __ aJ,89 REMOVE / •�, 3 � � 20% MAX. LOT COVERAGE = 1,607 S.F. MAX. EX. FENCE 0 5.4' N p EXISTING HOUSE FOOTPRINT = 845 S.F. STORMWATER ' s� --� 1 (TO REMAIN) AN600 TREATMENT TANK ' _ / EXISTING GARAGE = 275 S.F. DRAINAGE CALCULATIONS: I _ EXISTING m O PROPOSED ADDITIONS = 523 S.F. N.T.S. AREA x (2" / 12") = STORAGE REQUIRED _ +J c,l FRAME � PROPOSED COVERED PORCH = 110 S.F. Ix S• GARAGE TOTAL PROPOSED AREA = 1,753 S.F. EXISTING & PROPOSED ADDITIONS & ROOFED AREA: _ I 1 1,753 S.F. x 0.167' = 292.8 CU/FT. OF STORAGE REQUIRED / \ L _ J SLAB 17.5' 1,753 S.F. / 8,036 S.F. = 21.8% LOT COVERAGE IG 292.8 C.F. / 42.25 C.F./V.F. OF 8'0 RING = 6.93' V.F. OF 8'0 RING REQ'D. ( g'(b x 4' ' 14.6' z CONTROL PANEL AND AIR PUMP IN PROVIDE: (1) 8'0 x 3' DEEP DRAINAGE LEACHING POOL 0 FRONT YARD AND (�j� D.W. o GAR I m ' POLYETHYLENE 18"0 HDPE PIPE PLACED (1) 8'0 x 4' DEEP DRAINAGE LEACHING POOL O REAR YARD \ F- I 1.1'NI HYDROACTION ENCLOSURE VERTICAL AND EDGE CBt TREATMENT UNIT FOR A TOTAL OF 296 CU/FT. PROVIDED STORAGE �0 O a- I AVG. FRONT YARD: CHAMFERED TO RECEIVE THE MAIN DWELLING MODEL: N a I ELEC PANEL LOT EX, F.Y. SETBACK CONTROL PANEL ❑ MP065P =_--- RECIRCULATION (`�� _ P065P CB RP - -� PUMP �. O � � Q / \ I APPROX. 1000#87-1-11 = 37.9' EXISTING QUICK C83 P - - MU(ERPUMP rTi _n f \ I I LOCATION OF EX. GROUND DISCONNECT -� z 1000-87-1-10 = 35.4' SWITCH CB4 Cl AIR __ __ ____-AIR HOSE TO n I I I SAN. SYSTEM TO 1000-87-1-9 = 43.8' �� •� ��, UMP DIFFUSER rn -' BE ABANDONED 1000-87-1-8 = 47.1' � TO CONTROL t RECIRC TIMER \\ & REMOVED 1000-87-1-7 = 20'3' - /\ �j\�j\�j\�j\�//��\/ --� -- --- L1 PANEL -- _ _� ENABLED (PROPOSED I I Q + 1000-87-1-6.3 = 34.9' Q AIR HOSE AND //\/��//��//��//�\/\��,/ -_ HIGH WATER - 1-STORY I /' �� 1000-78-3-12.1 = 31.3' Q ELECTRICAL SUPPLY \//\//�//\i 0 ----- - - ARM s TOTAL = 250.7' 0 TO TREATMENT UNIT HY'DROACTION CONTROL ry (SEE NOTE 8) PANEL AND COMPRESSOR CIRCUIT BREAKER SPECIFICATIONS ©--- ,ADDITION NEW PATIO I I. I REMOVE EX. $.5' 250.7' / 7 LOTS = 35.8' PUIMP '115 S.F. 1 STEPS ON GRADE I I I 1 SCREEN ROOM CB A-20 AMP ------ FIELD WIRINGry r- CB 1 -20 AMP-NOT USED O PATIO i i i I 35.8' AVG. FRONT YARD SETBACK 0 CB 2-20 AMP = MANUFACTURE WIRING AREA OF PROPOSED CB 3•20AMP GROUND _________ PNEUMATIC HOSE O 2ND. FLOOR ABOVE W In CB 4-70 AMP CONTROL PANEL CB5.10AMP WIRING DIAGRAM (FIELD INSTALL) �. I < N.T.S. N.T.S. PROPOSED /o ��7D- 17.3' 18.2' I I i PROPOSED z 1-STORY �G p, _ REMOVE f W L i = ADDITION F� '�/ I I CUT-BACK I p SANITARY SYSTEM DESIGN: o z 328 S.F. � � I 14.3' EX. HOUSE I N PROPOSED 4 BEDROOM RESIDENCE - ��.- - - - - LOCKING '9� �� EX. I CO W PROVIDE: 1- ON-SITE WASTEWATER LLJ � � 60/ 4 � EXISTING I I �y � TREATMENT SYSTEM COVERS 12.5 I p N 440 GPD REQUIRED I- 0 J 4"0 SDR35 MIN. 4"0 SDR35 MIN. Q ' 7! 1 -STORY FRAME I REMOVE EX. O W (AN600 FOR UP TO 600 GPD) (n 0 r 12 HIGH EL.17.5 P 1 o W I P.V.C. PIPE ® P.V.C. PIPE 0 OJ �� DWELLING I GRAVEL ^ � 2- 8.% x F4.75'UTURE x 7' DEEP LEACHING GALLEYS & 0 = HOUSE MIN. 1/4" PER FT. RISERPOLYLOK MIN. 1/8" PER FT. I I Q 50% FUTURE EXPANSION RISER 3' MIN. COLLAR � 6' + 1 � u , I 15.0 DRIVEWAY o� � Ln � LOCKING BACKFlLL MATERIAL i �/ yy + � _� SUB-FL. EL. 19.0 A (n N � SUB-FL. COVER ON SIDES TO BE i / ¢1 O 00 & LANDSCAPE �'d W EXISTING SEP11C SYSTEM TO BE ABANDONED, PUMPED, EL. 19.0' 1.0' MIN, LOCKI.!5' COVER SLAB CLEAN SAND E n� U S� � + / 00 I [ti O CLEANED, REMOVED AND BACKFILLED WITH CLEAN SAND Q L() 0 0.5' MIN, / V 4' 1 Q, ��1 /_ \ 1 3.0 SIDE TIES O AND GRAVEL TO MEET S.C.D.H.S. STANDARDS CLEAN 2.5' MAX. COVER2S TO GRADE 1.0' MIN, EX. GRADE GRAVEL q P / GO Q. V �• I 1 A OUT EL17.I5' o G .25• 1.0' MAX. 2.0' MAX. EL.17.25' , Q 0 o p( J J 7 - I 1 V -4 CRAWL ,. �0 p�s'� �C n� s � / C.O. SUB-FL, i I G1 SPACELS1433 ��r c �� g ��4 l�y� l' �'� ( o I EL. 19.0 N 8.5 x4.75'x 8.5 x4.75'x _ X O __ _ _ N O. 4525 cfl PROPOSED 4 5 1 \25.0 i 1-STORY INV. INV. INV. r3' DEEP L.G. L3' DEEP L.G. o ,' �' G ` / I ' I 1 a EL.15.25, �,��P �� "�� J ir7 �' �' NOTE: NEW 4"0 EL,14•g2' EL14.67' OOOOO� o00000 0 v �' 9 D•B• Y 5' i 1 1 ADDITION �/ , ►� V`O S' 4q �� D.B. I 80 S.F. CAST IRON PIPE ® INV• INV. INV. 8.5'x4.75'x 7 8.5�'x4.75'x w `1` I NEW FOUNDATION EL.15.08' EL.15.0' EL.14.75' �4' DEEP L.G� �4' DEEP L.G. o i �• 4� COVER J� MIN. ELEIC. & AIR NEW COV. PORCH WALL & EXTEND o00000 0 0000 4 r / I 2' MIN. BEYOND BOT. EL.9.83' S +/ ' HOSE LINE > � EL.17.25 I g 20.0 3 I 1 FACE OF WALL UNDISTURBED i� BOT. EL 8.25' O / l 1 ( ' - 11.5 I 1 / 10.0' 11.9 x 6.5' 5.0' 2' 8.0' SOIL _ \ _ �. �,I MIN. OWTS 13.5 MIN. OWTS MIN. D.B. MIN. GROUND WATER 0 CONTROL STEP I 4"0 SDR35 MIN. P.V.C. STRAIGHT IF ENCOUNTERED / I 1 -I PANEL B.B. CURB I CROSS-OVER PIPES 8" MAX. ABOVE ' "1 1 I I L.G. I I L.G. I - - - BOTTOM OF LEACHING GALLEYS i I I 7' I I 7, I �- - -.-I -1 f -1 0 1 �o I Q . � I \15.0' I DEEP I I DEEP ( I '.. i . . l I i �, 0 i o I m N 11 1� L - J L - J I I I i I �, Z SANITARY SYSTEM PROFILE: MIN• I -o I . I I' . ��' I M rn rn ! _ m m I 0 °' I I O� �� Q O - TEST v �: - I �� ct � � I X a? " _ 1 D I N.T.S. O` I I I I . I y --< D -< - \ I i ' Cl_ Ul I I HOLED I I o I �I � . I. o 50% EL.117.25' 1 z w. I 8'0 x 3' I ' ' V LLJ ( EXP. I . I I I I I o D.W. I z 11 5��. �� O Q I i I . I I � I I I ,' Gj - I IFND \ i l_ - - J L W J L - - J I I 1MON -- -/ - - _/ I � cn _ NON-SLIP LOCKING FN D z o __-��-- -- -�'�'"�- - - - LLI ,- COVER GRADE \ /\ PIPE - _____ I + \/ (n O 20"0 POLYLOK �___ - - NEW GRAVEL EXISTING 99. 94 O 22" 12" HIGH RISER + ° ' " DRIVEWAY WATER I I `� z n J N RING HDPE \l /] N 16 34 12 E METER . _ w EX. GRADE EL. 17.25' 0 I 20"0 POLYLOK EL 16.75' / -0.5' eRowN SILTY LOAM ( oL ) _ _ - - _ _ - - - OVERHEAD WIR_ _ - _I_ - _ _ _ _ _ _ _ _ _ _ Q U DISTRIBUTION _ _ _ - - - - - - - - - - - - - - - r - - - - I I N BOX (HDPE _ __ - - _ BROWN SILTY SAND ( SM ) - - - - - - - - - - - - 1 1 EL 14.25' %-3.0' NEW ASPHALT APRON 4"0 SDR35 MIN. M M INLET a P.V.0- PIPE ® EX. EDGE OF PAVEMENT M MIN. '1/8" PER FT. M N PALE BROWN FINE EX. � SAND BROWN UTILITY 21 - 13 5 APPROX. EX. WATER MAIN W W POLE QED ABC 2" MIN. ABOVEAL v v v v v v +7 ER �1/)T DRAWN BY OUTLET INVERTS ALL OUTLET LINES Ilk 3" THICK BED OF PIPES FROM DISTRIBUTION � •� •2'� �� • PAC COMPACTED SAND. CONNECTED EEQUIPPED WITH BOXES/MANHOLES TO D OR ROAD BE EQUIPPED WITH SOUTH HAI10 MAXIMUM TOLERANCE WITH POLYLOK END CAP LEVELING OF ±1/4" IN ANY SEALS TYP. DEVICES EL. L25' /_16.0' _ DIRECTION - WATER IN PALE BROWN �* 4 r DATE ' 1 17 23 13 1/4" EL 0.25' / -17.0' FINE SAND ( SP ) �,: ��',�' / / N SHEET# DISTRIBUTION BOX DETAIL: NO GROUNDWATER TEST HOLE: SI TE PLAN ENCOUNTERED DUG BY: McDONALD GEOSERVICES N.T.S. DATE: 6-28-22 TIME: 10:00 A.M. 1"-10'-0" 5' 0 1 O' EMAIL infoRcgorten.com r TYP.RIDGE VENT 4�12 LZOf F- R ~U —PRROOF CEIUt6 1D �/w L]} 01 D.H. -12 D __ H IIn 1 'RRO E° w �O d' //� ==Yd n z 4 FREM BD.TYW'P/.1 _ I MAY o z 2�213 '- 12 CONCEALEDSTEP FAALUMBTUM - 1 ZQn� t tlmD GO F °ICE SHIELD .°� -- n9 BorAppe ROOF I — - � d O"/r IN SEAM Ir P _ U a TO OF PLT. W H_y FLYIND BOT.OF HOB:S FLYING ' GABLE CABLF 8 7TPICAL HORIZONTAL Txxlwx Tx21wx LM SUING W/tY �o EDD'OSURE AS IW1fi410 '- ] TO SELECTED BY OWNER n WN - ® TOP OF SUB FL -—-—-—-—-—-—-—9—. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LEFT SIDE ELEVATION o- FRONT ELEVATION TYPICAL ROOFING: WINDOWS & DOORS: 1/4"=V-0" (NORTH) 1/4"=1�-0' (WEST) GAF,RMBETWNE ULTRA•HD.'11FFnME THE FG-OWNG PRODUCTS ARE SPECUI D AS PER R-609 AS TNEY MEET OR EXCEED HIGH DEFWmON ASPHALT ROOFlNG THEIR REODIREo DE9ON PRESSIRE INDICATED ON THIS PAGE AND REWIRED UNDER- �,4, -R SHINGLES W/LIFETIME WARRANTEE STATE WOE LHE T=RESDENTIAL CODE OF N.YS COLOR AS SELECTED BY OWNER /\ 1. WNDOWS'A1LL BE A4DFry4�4W SERIES TLT-A9i OWBIE HUNG NDOWS WTN 2 BYER 2 OINDED IIIE AS SHOWN WI1H HICII P C£LOW-E4 GLASS A U-FACTOR OF •T // �4 L Q TYPICAL HORIZONTAL SIDING: G. (.]z MAX)/sxce GF G.2B AND A PERFORMANCE RARNO OF /.C'. Q WTENat COLOR WOI EILIFRiOR COLOR BLACK •: /T MCWZONTAL 90WG W/Y E)U'OSURE y PARO DOORS WI L BE AN0FRSEN A-SERIES BLOND DOOR W17H HI(N �� 1 J ._ %.��. 1 O Ld.OR AS SELECTED ELY OWNER W/ PERFORMANCE LOW-E4 BAR WTH A U-FACTOR OF 0.29 ANO A ), {L' ' b MATa1WG CORNERS AND WHITE SOFTTT$ PERFORMANCE RAYING OF OP 30 YIN. FASaA 7RU,1,k ACCESSORIES WTEROR WL[:R WGTE EXTERIOR COLOR BLACK 1 ENTRANCE°OILS WWLLyy BE THaiMA-TRU DR EOVAL PREIRUNO WSFAIIED IN t Y`. ' ` •t Lt O r TYPICAL BOARD & BATTEN SIDING: COMPLIANCE WITH MANUFACNRIILS REOU65JIENiS /1 'HAROIEPANEL'SHEllS W/1 1/4'DUDE _ '� ,�/ Lu m c) AZEN BA..o 12'0.0. LOLDR WHITE U' U sO/FFMYTAs.FasaAW.Z.Sa AOCCESSORIES \ ��,� i�'^.I C a� -•�O W 2 TYPICAL EXTERIOR TRIM- �� 0 ALL EWOSED TRIM TO BE AZEK OR OF V)~ VEASATEK h PAINTED WHITE ��- _ o TOP OF ROOF ` ---•" O O _ O N= (n Lc) a4 QL0O TOP OF M-t V) LOWER RIDGE - _TOP OF PLR._ - -0 _ — _ 00T.OF HOR.'S m -PROPOSED—�� LINE OF GABLE WALL BEYOND TV210410 - Lj iYR64f0 - ] NULLED — CONCEALED ALUW" m _ STEP FLASHING OVER ICE SHIELD TV. _ TOP°F SUB-FL w g TOP°F PLT Nm RNNG BOT.OF HOR'S iLYWG _ 1_q• _ GABLE m m m FLYING GABLE m m m GABLE z _ O 1:4 FRIETE BD. . 4PFGP 13G611 O u u I IN11041 iN26{f0 - ] NULLED 5/4 x 4 CASNNpWWG$$ TWx104f0 NII-0-x EGRESS TMZ1w10 CO Q k DOORS UND TWICELL) a TOP OF SUB-FL O W w (MATai BTamNc) — TOP OF LANDili,; r — I I 21-135 I I ALL ir.SCONCES IDHAWN BY W-W AF.F.TOG G9 OUTLET O n^ p 1-LID WTLET FRONT t REAR Bldg yQpt Copy from ZBA PAC REO'0 o FPE EGRES TRADE ACCESS I DOOR AS A- NYSRC AS PFR CCESRC Fp� I I E-3903,3 E-3901.] �� I DATE D�: e 7 L-Zb 3 8/26/22 SHEET# RIGHT SIDE ELEVATION REAR ELEVATION 3 �� 1/4"=1'-0" (SOUTH) 1/4-=1'-0" (EAST) 0 REVISED 1/17/23 PAC 7 r� LEGEND: EMAIL: EASING WAD.TO REUAN info@cgorten.ccm N"P.C.FALL ro BE WNSIRUGIFD ® NFW Cd1C FIll)IX FALL Is BE GDNSTMGDD ® BRLP TOP CF ADNC(EL-D'-n E S D.-M.WALL ro BE RW.M \ a� 's \\N\ cG DCsIIAD:sNTf 4�N Ljj w iK Z vF M r q Q SfoxE DEfEGIm Q W _TOP OF PLT. GAP"ZU Ga 0 }to (2)uR ® DL m�leuU�W Elf Go Go aor.DF xDR's NEW 2 x e c.L's \\ EP' G PONT PO'T'BDYE LI-I ff o 0 16-4c \ �0 ■ PEST BELOW ==Y�E- LOFT \\ �� —32-A i BEARND PANT PT ABOW&BELW O i �� 65\\ \ DA. BDMJJ OF ENMG MA-4 F-U o-- TOP of—.N.EfErAnoN U ti" \ ® TS TOP OF WALL.—OEVA-4 � W \\ ; IW: TOP w WALL EEVADON =Q TOP OF SUB-FL \ U 4B'-0'OVERALL _TOP OF PLT_ NEW 2 x 10 F.d'S a 16.O.C. _ � L PROPOSED ' II T� II 1 12•-6- 7Y-4' fa'-2- _ _ I I PROPOSED ADDITION PROPOSED ADDITION EVI NG ROT.OF xDR'S I 8 BEDROOM I43 BEDROOM #2 I B D OM fil I I 1VllIOtlA AOID I 2670 2670 EGRESS .� T:6P0 60TA II $6To Tx21w1D 1 EX FOUNDATION 06L i i DBL i EQtE55 1 REMOVED RE ' .n P ry o TOP OF SUR-FL II — II — — — — — — — — — — — — — —— — — I I I I-------------tj E.GRADE EX x e F..l'S aRo1R 2 x e GIROE(R�z x eT o •D.C. I I I I I ��i' I I I II d EX. EX. 1 I I I I CELLAR CELLAR j III I'/ �Fg�•/ 1 ` I j I t I ---------- --- �-} r---------- ---------- r----------1 I I j a SECTION F -:"I I M0NDDNRLDCK I I I I I A I Ij.�—Ez ' ' m�1 I I I I I FGUND c F REMOd BACK VED d WALL TO R& >,m Q 01 O ----- ---- --J I-----------J 1 j fY II '::4----- ---- --- - -__ _ r arxB- II i^i r---- -- -----� rJ i I o NEW () 13/4- x - LVL ORDFA I❑ —� Of ts L-- - I I I I' War 1 I 1.:r-------------�� I W= SIZE OF TRAPS FOR PLUMBING 10 I I SI I I I p=Z FlXTURES I AS PER 2020 N•Y.B.R.(n TABLE P3201.7 m�I I m o I I CRAWL SPACE P 1 I M� I w 0 PWu9NC FIKNRE TRAP U (S-O-CM HT.) ro6�l 1 EOUIP�ENT I Inl I i I O aATxTue(Ix oR Txour sl xEan !l I I I NEW 4-P.c SLAB • 8� I I N AND/OR WRaPoo-ATTACxUFNTS 1 1/Y 1 I I I OVER BARAIER VAPOR NCI i UP i �i i I I a O Lo� EDDET T14 of I.:':.I I IR�1 I I I I I 1 of �cV O 0.0TH6 A91m STANDPIPE 2' F F 1 '• I IX 2 x 8 F.U.'S 1 I - Q Lo O DI6 ASTtER DN SEPARATE /1 6'-1- 6'-I- 6'-1- 6'-1- I I I Wool DRAW r q W b I:?I x l I LVL oRDEz I o 16-I I D.C. I I I V)'mot(n xmalBl EAa(WE oR rVp mAPs VATx DR - 5 NEW (7 1 D/t- w o TO PROPOSED Wes 1:` ——F— * — — EX. p��)DISIWAsmI AND rom WASTE tt/z- m &CALL I/ssiEY I I I L---------- ----I I I I CELLAR ORY NB E OR ME P I6 1 �- UVATIAY 114 —k.—).. L __-- L---_ (E>:7-0"(VLF. I OLD.xr.) I 1 I w SHOWER(BA6E0 W i11E roTAL RDW RATE 11iRWQ1 cam 1 ut SH µ�p5 AND BOmsPMYs) QTADE _ 1 EC P.C.SLAB I I I I I;r: E1DW n. I I PROVIDE PVC PO caNc.BLOCK I,- Rj'APU el LE55 t Y I 1 SEEEVE FOR o FOUNDATION I r GAS RISER DIAGRAM IaTaP xANST aLuPro zsmM NEKWAS7ELNE x e WALL70RE I I I I aO1vE TTH IW m up m sne a a i i w o REMOVED I j I I I I O . C PRONOE t6-µ m 1 I m I ,. N.7 s m 1 I REHMS VFRT.e I I I I I I 1 m�'I I DIIJI mro I I I 1 I"' w I I I I Iiz 1 I W LL 1 I EX YjALL Tm. 1 1 1 � I I I I I U) --- ------------------------------ /I._.:.•:�..:.'.;.:a"r. ..': sy. s: :.i::'r_�.... --------------------- I I 11 L-------------� 1 I I I Q I I I I I I CL W ' - �--- ®I— — — — — — — — — — — 71® I L---------------- --� --1 ) -" O - ♦=-=F - -- - - - - - -------------------------- --- - 3 �?- t. ;•-=?fir)l� ?1-135 UMN BY PROPOSED mn° � "DapL CQay ffOfTl Z osEo I� 4a•—o•OVERALL [� A IDON '\y (40. l�.438 —/,DATE PROPOSED -' 7� y bATE 2 �Date. g. �g� \ , 7� ....�� SHEET// FOUNDATION PLAN 4 PLUMBING RISER DIAGRAM 1/a•=r—o 10 REVISED 1/1 N.T.S. 7/23 PAC 7 LEGEND: SMOKE A,CARBON EMAIL• 0 E MG WALL TO REMuN MONOXIDE DETECTOR NOTE: EGRESS WINDOW NOTE: TEMPERED GLAss NOTE: SHEAR WALLS: Info@cgortm.com SMtl DETECTORS AND CARBON MONCADE F)IFRWr ESCAPE AND RESCUE OPENNCS'.HALL BE TEMPERED WM SHALL BE INSTALLED IN NA7AfWUS SHEAR WALLS SHALL BE PERFORATED SHEAR C__- D]S1NG WALL TO BE REMOYID DETECTORS SHOWN ARE AS PER N.Y.SR.S CODE AS PER N.Y.SRC.R-]10 LOGTONB AS PFR N.Y.SR4 R-]OB.1 WALLS ANO sHEAmm TH 1//2'CD%PLYWOOD SECTONs ROF N..& 15 AND SECOON 916 OF THE -vow'4P OF ELOOR -LESS THAN IV ABOYE MEER FOR THE FULL HEIGHT.�AStENED As PER ® NEW P WALL TD BE CMSDEICa'a FIRE CODE M NM ALL DETECTORS SHALL BE -S7 SF.MIN.OPENING a a..FL _WATHIN 2'-0'OF DOOR gmsmm ,�..L INSTALLED MD D)6cED As PER COOS -5.D SF.MN.OPENING D 1ST.R/GRADE -LESS TU.N 60'ABOVE SHOW,R/M'W£f AREAS NAN 2 REWIRDAF11AT SHOWN N.sHEEE a NEW B'WUL 7D BE IX116661CIPD -24•CLEAR HDGH7 h 2D'CIFM WIDTH -LESS THAN W ABDW STAIRS/L%DNc WTLH 2 x 4'G75'AT MID SPAN. � S 0 BEMN.WALL(•COY VD-SPAN) N SEcnDN ulltt w Z 7 sLLE, ATL A W 2 oETAa - EE, E-U O SMfXE DETEtidi <t.l_) 0 J f DBP. BEAR PCbT NO PONT AEDVE 1 mJ_) W I. POSt BEIOW ==y GL n •�' BEARING PDNT POST ABOVE 3 6E.DW 50 GFM DVEYGT STAR EIaIAUST FAN O V O Z GAD VENTED TD E%TWDR 0 1 v 48�d'OVERALL I _ __ -_ - _ __ _ - _ _ -___._.. __.. ___-_ _-_•___ - _ _ _.. _ . 1 - ._ _..... PROPOSED 12•_6• 16._10. .. - PRDPOSm ADO N -.PROPOSED ADDITOy -. ._ _ _ -. __......_- .-. -E%ISTNG-TO BE RECONSTRUCTED _- - - _ _ —__ _-_ _. ..__.. OFFSET._ -___. ___ - - PROPOSED ADDITON I35'-6' PROPOSED PAID PA110 DIE OF 35 2'SAS REAR YAWS7 STONEECTED BA OWNER a PATIO SELBAC% of B I I ty4V ON 2R , L_� A I G PFGP12O61I TW21G410 ' SETBACK I / ODi00DGt T F----L_J-------- -----1 7W26410-3 �- (2)2a0 HOR 5N0 (2)1 3/4'x LVL MIL ti�Q G`c j F �R� ee• I f TW2/s410-FI 3/I r I e O H a _ 2'-2' i a IS-B• 4• O O DN R BEDROOM LOFT _ _ — — — — — — _ (w-o'as HT.)I "o a- z-o O rIL GREAT ROOM ---- M O) OQ(G7Hma) ' W Ia' I I I - I O vN W=? I i2'=6•- - - I u'-a' z'-z• I I I i tip° R 2 - D HT G�, o I I �.' I i -� 1 3/4•x 14' LVL FUDGE _ - = A W O s a• I 27' 1 1 I S d � @ ATH w 0 00 w. E I I I I II I MT.)CL II B' I I I I UP Im � BEDROOM #2 I -'o I I 5'-O-EF.' e•-a' (9'- (�24 cV O DNE OF II 'P O 0cur, i - .^ry.. I I 1 3/4'x 14' LVL RIDGE (n O m B I I I DaSTNG HOUSE ,e I„ •.sow I o -- a _ = n m 0 - - ITCH P I I FDOTPRINr = o LI z w TUB -- ---- ------- Tv< x od w a w+,'I za* (s'-D'I ac.) -7 I 11 ryb� I I o I ra R oM I I I n -a' I x ,ty L - FL DNE .: (n DNE OF is' SETBACK ` II. Q G 107-LINE OF CEO 1 II36' OD OREF. WO M BFRS dZ O Tprz64fo-s I i BEDROOM #3 0 O ..._ 12L i12 1 . o (8'-O'CLCw HT.) I - Y- - - - - - - - - -----------1 NEW x 10 RY_'S _ I - _ I .. _ J ' I I BATH 1 I - y` I I o a 16•D.C. L� Ba I COVERED o�m(s•@-LD.IiK.). I g I I STAHME D > N W 2 x 10 RR's I l O I -' I _' OR I AwM.ROOF BE OW a 0.0 1 Y STONE A5 OW0 8 r - _ sELEc m Br NER E.F.�. q � 12'-0 I I- - 1 - I O - )) I .N POROf'GIROEA --I CJ O DN 2R (2H.-On (2)2H)HER - - L------ ---------- (n I TW21D42 TVR1642 -------------- ------ DNE OF ROOF OVERHAND — — — — — — — — — — — — — — — — ��++ - •�, y� 13'-6' F- In 25.-0' !cis, C.0 1�� :rY � \j `.Kam\ � ZJ N CO PROPOSED VERED PORCH Bid '•?BA {�) !/Q\', ,:1/• >,\(� \ (1 JUENF•�i®pn/a��l L• q <•ts 3 �.: �v a'T Z 1 135 7'-9• 11'-9' S'-fi' 6'-4' 10'-4' V-4• Z AE•1 Ne 78b`7�T• `'1✓t i. f Il'1 25•_0• 20.-o. D�t.@. .•,� T�dILDRAWIJ BY PROPOSED ADDITION E%ISTNG TO BE RECONSTRUCTED PROPOSED Lj�� -'AT AC 48'-0'OVERALL ADDITION n r'- j✓ PROPOSED U� �• °9 FIRST FLOOR PLAN PARTIAL ROOF / SECOND FLOOR PLAN �' r�0 �ass� 1,BY26122 T-tiN / 1/4'=1'-0' 845 S.F.EXISTING LIVING AREA TO BE RECONSTRUCTED 1/4'=1'-0' 325 S.F.PROPOSED LIVING AREA ADDITION L�f' N SHEET T F.PR S D IVIN AR A ADDITION 1,368 S.F.TOTAL PROPOSED LIVING AREA 135 S.F.PROPOSED COVERED PORCH AREA I 355 S.F-PROPOSED REAR PAID AREA 1 REVISED 1/17/23 PAC 7 HEALTH DEPARTMENT APPROVAL BOX EMAIL: 24' LOCKING POLYETHYLENE ITEM DESCRIPTION GENERAL NOTES. COVER To GRADE LEGEND � SYMBOLS: info@Cgarten.com 24' LOCKING 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE MANUFACTURER. = EXISTING N.A KD. ELEVATION POLYETHYLENE X EL.15.1' COVER TO GRADE TANK, AN600 245 NITROGEN REDUCTION 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DIURING SYSTEM , 76"0 A TANK, AN600 245 PRETREATMENT STARTUP. ® = EwsnNc MONUMENT B COUPLING, 4" SCH 35 PVC SXS 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY 62 7/8'0- s EXISTING UTIUTY POLE C FIG CONNECTING PANEL 24 x 19 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER 24.875"0 C1 ADHESIVE, CARTRIDGE C2 SCREW, 1" #10 SELF TAP PPH ZINC 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTEENANCE PROVIDER !,- * - EXISTING FENCE ga`S D FASTENER, 3/8"-16 x 3 3/4" AT HHCS AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH.. THE OPERATION .AND MAINIENANCE CONTRACT WILL BE FOR A MINIMUM PERIOD OF 3 YEARS L G PROPOSED LEACHING GALLEY ®� D1 NUT, 3/8"-16 SS _ Ml��° p2 WASHER, 3/8"-16 SS 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY L_ J INLET OUTLET D3 WASHER, SS 3/8" LOCKWASHER DEPARTMENT OF HEALTH. `�1 a PROPOSED EXPANSION-POOL Board of Appeal I- E ASSEMBLY, RE-CIRCULATION 245 COMPLETE 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. 710 g I- F AN600 ATU W/ PLATFORM COMPLETE p yl = PROPOSED DRYWELL U 7. A GARBAGE GRINDER SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE OWTS G EC50-30-L-120-PLC � _ H PIPE, 4" PVC SDR35 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FRIOM THE CONTROL = TEST HOLE < L1J I PIPE, 4" PVC SDR35 . PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIIPE. ALL }- rn 82"0 J TEE, STRAIGHT 4" SDR35 PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. I- O 69 1/2.0 • v - - WATER LINE Z 00 POLYETHYLENE OWTS K PIPE, 4" PVC SDR35 SITE DATA: � 9. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION OF THE SEWER PIPIE LEAVING THE L T W/ FLOW DEFLECTOR SDR35 HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. THE CONTRACTOR SHALL NOTIFY OWTS - PROPOSED ON-SITE WASTEWATER L.LJ - w � I 143 1/4" M PROVIDE POLYLOK 3008 - WEST 24" FLAT COVERES AND THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. TREATMENT SYSTEM TAX MAP NO. 1000 - 87 - 1 - 6.4 = Y p SAFETY GRATING LOT AREA: 8,036 SQ.FT. = 0.185 ACRES n _ N HIGH WATER ALARM FLOAT 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND J � SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. HYDRO-ACTION TREATMENT UNIT 0 RECIRC ENABLED FLOAT ZONING: R-40 RESIDENTIAL O U O PLAN N.T.S. 11. A HOUSE TRAP SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE I/A CWTS. THE I/A OWTS F- O Z (N.T.S.) SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. ALL ELEVATIONS SHOWN ARE NAVD 1988 00 ry TO REMOTE AI Q M PUMP E M = Q w CORE DRILL TANK AND H D-D3 INSTALL WATERTIGHT SEALED NOTE: U FLEXIBLE JOINT APPROVED BY MANUFACTURER CI CLEAN-OUT MUST BE INSTALLED ON OWTS / SEPTIC TANK SITE NOTES: OUTLET INLET WASTEUNE. INSTALLED TO GRADE.INSTALLED A UTN EXTEIES RIOR, IN AST UTILITY NOTE: / EXISTING SITE CONDITIONS AS SHOWN PIPE TO MIN. SEPARATION TO OWTS / SEPTIC TANK. ARE BASED ON INFORMATION PROVIDED ON LP.'S UNDERGROUND UTILITY SURVEY PREPARED BY JOHN T. MEIZGER, L.S. INLET SEPARATION DISTANCE IS OF PECONIC SURVEYORS FLOW SLATE OR 5' MIN. TO SANITARY DATED: 9-2-09 LINE STOPPER OTHER SYSTEM, B OR END WATER LINE IS 10' MIN. `) PLUG SUITABLE L COVER TO SANITARY SYSTEM + K rn VARIES S.C.T.M. 1000-87-1-9 '� BUILDING SETBACKS: 4s• ELBOW 6, FND N 0 EXISTING ZONING: R-40 RESIDENTIAL 45• Y. NOW OR FORMERLY ,�� / 1 MON (EXISTING NON-CONFORMING LOT) n ^ 1 C-C2 HEATHER SCHER & BRAD GIARDINO A 0 / 1 �c MAIN BLDG. - FRONT YARD = AVG. WITHIN 300' BLDG TANK OWT5 (IMPROVED & PUBLIC WATER) � \ / p SIDE YARD (MIN.) = 10' F e A� le Q, . TOTAL SIDE YARD = 25' f�C 10 GAR S F REAR YARD 35' N CLEAN-OUT DETAIL 0.9' 1.1'Ni P' :. .... N.T.S. 9.3 r�I S 29 --- � � X LOT COVERAGE: 5 ,59 3/4"'..,', 72»•`••- 3" THICK BED OF COMPACTED 0 � / � V EXISTING LOT AREA = 8,036 S.F. SAND. MAXIMUM TOLERANCE �'�•. � OF t1/4" IN ANY DIRECTION _ I+ '`� 33. 8y REMOVE / •2, rr ,'' � W 20% MAX. LOT COVERAGE = 1,607 S.F. MAX. EX. FENCE// 5.4' N p EXISTING HOUSE FOOTPRINT = 845 S.F. AN600 TREATMENT TANK STORMWATER ; s- ---.._ 1 EXI(TOSTING REMAIN) DRAINAGE CALCULATIONS: �_ _ EXISTING m PROPOSED ED ADDITIONS = 523 S.F. N.T.S. AREA x (2 / 12") = STORAGE REQUIRED FRAME O PROPOSED COVERED PORCH = 110 S.F. " Ix S• cD GARAGE � TOTAL PROPOSED AREA = 1.753 S.F. EXISTING & PROPOSED ADD111ONS & ROOFED AREA: _ I I 1 1.753 S.F. x 0.167' - 292.8 CU/FT. OF STORAGE REQUIRED L - _j SLAB 17.5' 1,753 S.F. / 8,036 S.F. = 21.8% LOT COVERAGE 292.8 C.F. / 42.25 C.F./V.F. OF 8'0 RING - 6.93' V.F. OF 8'0 RING REQ'D. 18 .0 x 4' '1 14.6' z CONTROL PANEL \ G PROVIDE: (1) 8'0 x 3' DEEP DRAINAGE LEACHING POOL 0 FRONT YARD AND (J) 0 D.W. 1 O GAR AND AIR PUMP IN Ln I � i POLYETHYLENE 18"0 HDPE PIPE PLACED (1) 80 x 4 DEEP DRAINAGE LEACHING�POOL 0 REAR YARD \ 1= 1.1 N VERTICAL AND EDGE HYDROACTIUN ENCLOSURE � CB 1 TREATMENT UNIT FOR A TOTAL OF 296 CU/FT. PROVIDED STORAGE 00 - O '� � Q _ I I AVG. FRONT YARD: CHAMFERED TO RECEIVE THE MAIN DWELLING MODEL: CONTROL PANEL ELEC PANEL MIDWEST c62 RP --- -- -� RECIRCULATION Pump / - I APPROX. LOT # EX. F.Y. SETBACK EXISTING QUICK / _ GROUND DISCONNECT C63 P ---- - --O MIXER PUMP �` Fn / \ I I LOCATION OF EX. l000-87-1-10 35.4' SWITCH AIR AIR HOSE TO (') � '' � 1 SAN. SYSTEM TO 1000-87-1-9 = 43.8' CB 4 C7 PUMP -- -- -----DIFFUSER m CB 5 _ _ RECIRCTIMER \ / I BE ABANDONED 1000-97-1-8 47.1' � F` & REMOVED 1000-87-1-7 20.3' Q TO CONTROL _ ENABLED _ _ _ PROPOSED 1000-78-3-12.,1 = 31.3' 0 LI PANEL TOTAL 250.7' AIR HOSE AND \ \ \ ___ _�HIGH WATER - ELECTRICAL SUPPLY \//\//�//\i Q------ �M 1 STORY I .S` F = ry TO TREATMENT UNIT HYDROACTTON CONTROL CIRCUIT BREAKER SPECIFICATIONS �--- ADDITION NEW PATIO I �. I REMOVE EX. (SEE NOTE 8) PANEL AND COMPRESSOR PUMP __ 115 S.F. i 8.5 ON GRADE I I 1� SCREEN ROOM 250.T / 7 LOTS = 35.8•" ry CB --- - FIELDWIRING - STEPS ' CB 1 -20 AMP-NOT USED - 1 I I I 1 35.8' AVG. FRONT YARD SETBACK 0 CB3-20 AMP GROUND MANUFACTURE WIRING _ O PATIO AREA OF PROPOSED CB 4-10 AMP ------ PNEUMATIC HOSE O , \ / I I I 2ND. FLOOR ABOVE - W M CONTROL PANEL CB 5-10 AMP WIRING DIAGRAM (FIELD INSTALL) N.T.S. N.T.S. PROPOSED 4J / I I 1 W�c- U 1-STORY /��,� o. F+� 17:3 18.2 1 REMOVE / W PROPOSED W = ADDITION F� /,L ( I CUT-BACK ,! �,,� SANITARY o os�A4R®R oM EM RESIDENCE DESIGN: = z 328 S.F. , I 14.3 -�..1 EX. HOUSE N 04� lilt W 0 90.0� O• r-W - EX I 1 O W N PROVIDE: 1- ON-SITE WASTEWATER LOCKING O�O� , EXISTING I I N TREATMENT SYSTEM 1 COVERS / ' 12. I p 0 N 440 GPD REQUIRED 0 4"0 SDR35 MIN. HIGH 4"0 SDR35 MIN. -STORY FRAME I REMOVE EX. o W 0 (AN600 FOR UP TO 600 GPD) V) 12 H P.V.C. PIPE ® EL. �PQ I 1 GRAVEL 2- 8.5' x 4.75' x 7' DEEP LEACHING GALLEYS & 0 -1- P.V.C. PIPE ® <0� DWELLING I 1 ad 50% FUTURE EXPANSION HOUSE MIN. 1/4` PER FT.. POLYLOK MIN. 1/8" PER FT. C0' / V V � V) L RISER 3' MIN. COLLAR y t� 1 , I 15.0 DRIVEWAY O�, A Cn N D BACKFILL MATERIAL i y V / SUB-FL. EL. 19.0 & LANDSCAPE W EXISTING SEPTIC SYSTEM TO BE ABANDONED, PUMPED, SUB-FL. 1.0' MIN LOCKING LOpyER COVER SLAB ON SIDES TO BE �� 4. �S��¢1 O 00 I O` CLEANED, REMOVED AND BACKFILLED WITH CLEAN SAND Q 0 C CLEAN SAND & \ / SIDE TIES (� d (�) EL. 19.0' 0.5' MIN, Q - - - .-\ 13.0 I i A O AND GRAVEL TO MEET S.C.D.H.S. STANDARDS CLEAN 2.5' MAX. COVERS TO GRADE 1.0' MAX. 1.0' MIN, EX. GRADE GRAVEL P / 0/ �� 'G �jiQ' e RR�� ' / J J '� 1 1 V OUT EL»77.5' EL17.25' 2.0' MAX. EL17.25 CRA /i 00 04, Q�G K s / �Gj C.O. SUB-FL, SPACE SLAB X ti1��ti �, ,� O-/ �� I EL. 19.0 a� NO. 4525 c� I PROPOSED EL 14.33 r c Q � I / I ------------ CV r 8.5'x4.75'x 8.5'x4.75 x ^ O � At y� 4 �! \\ I I 1 1-STORY INV. INV. INV. �3'�DEEP L.G. �3'JDEEP L.GG J in O / Q G gS' / 1 I 25.0' I i �Qg; NEW 4'0 EL15.25' EL.14.67' __ __ o N O G• 1S �• D.B. Y 5 ADDITION EL.14.92' o00000 000000 / �• '! .4� D.B. I 1 80 S.F. CAST IRON PIPE 0 INV.- INV. INV. , 8.5'x4.75x 8.5'x4.75 x Ld 1 w o �' p j-� MIN. ELEC. & AIR O NEW COV. PORCH i NEW FOUNDATION EL.15.Of EL.15.0' EL14.75' �4 DEEP L.G. �4 DEEP LG? o >�g' 4. COVER I LO WALL & EXTEND o00000 0"0000 `� 2' MIN. BEYOND eoT. EL9.83' / �1� EL.17.25 i j / g 11.5 20.0 3 4 / � \ HOSE LINE FACE OF WALL 10 0' 11.9' x 6.5i' S.0' 2' 8,0' UNDISTURBED -M - BOT. EL 8.25' VO �,( / MIN. 0 WTS 13.5' I MIN. OWTS MIN. D.B. MIN. HIGHEST 0 I 1 CONTROL B.B. CURB STEP i 4"0 SDR35 MIN. P.V.C. STRAIGHT EXPECTED / -I PANEL CROSS-OVER PIPES 8' MAX. ABOVE GROUND WATER 1 BOTTOM OF LEACHING GALLEYS EL 1.25' i 1 I L.G. I I L.G. II 7 I 17 I f_ v I O I ,� 5.0' I DEEP I I DEEP I ► I` . . I. I I. . O 1 5.0' � _ L _ J L • . I I I I I o I m SANITARY SYSTEM PROFILE: Np MIN. I I • D c�l I I x 0' m `� x Imo' I o 0 1 / 0� Q I m rn 0 N m TEST I : C) -I. . I f > -+ I C - I D I �( N.T.S. I I I D y �'. o I 0 I CL \� (� I I HOLE I A-'I . I. O 1 50� I z D 1 I <`'' o / ' ' EIL.17.25 I 80x31 I =' I I W ' �y 1 I I EXP. i I I I I o I D.W. I z Jr�� O Q I i . I I. I i I 1 Z 1 I Cj - J�7, �� 1 - - _l <_ - _j. I I 1 FND ,� - - - - _ _ o 1 1 U, L _ J. L , W I 1 MSNNON o COVER UP LOCKING \ / FND z o _.___ _ _ PIPE -• 2roEPOLYLOK \ - - - - - _ _-----_ ---_ NEW GRAVEL EXISTING 99.94 0 '- 22" �- - - , s, DRIVEWAY . " WATER I 1 `�• z RING HDPE �I METER I O IN EX. GRADE EL. 17.25' ) N 6 34 �2 20 1/2' p' EX. OVERHEAD WIRE I - - _ _ - - -- - ¢ Q 20*0POLYLOK EL. 16.75' / -0.5' BROWN SILTY LOAM'( OIL _ _ - - - - - - - - - - - -- - -I- - - - - - - -� U DIISTRIBUTION - - - - - - - - - - - -- - - - - 1 BOX HDPE - BROWN SILTY SAND ( SM ) - NEW ASPHALT cAPRON 2 EL. 14.25' / -3.0' 4"0 SDR35 MIN. P..V.C. PIPE 0 EX.' EDGE OF PAVEMENT MM INLET _ MIIN. 1/8" PER FT. EX. M N O PALE BROWN FINE UTILITY v 21 - 13 5 SAND ( SP ) APPROX. EX. WATER MAIN POLE v W W v v 2" MIN. ABOVE v v v v v v Bldg Dept Copy from ZBA DRAWN BY ALL OUTLET WNES v v OUTLET INVERTS FROM DISTRIBUTION 1 Final reviewed documents �, / ZBA PIIe �`"�'� P A C 3" THICK BED OF PIPES- BOXES/MANHIOLES TO Ty H� RB OR R OA D COMPACTED SAND. CONNECTED BE EQUIPPED WITH '� SOU / / MAXIMUM TOLERANCE WITH POLYLOK END CAP LEVELING / GUIUOZ DEVICES EL. 1.25' / -16.0' 6 sleaddy�o p leog ' DATE OF t1/4" IN ANY SEALS TYP. D _-- -- - - 1✓ L x.-' x ,.r WATER IN PALE BROWN �Z�Z Z o �dW F' � � � 1 17/2 3 DIRECTION --- (. / FINE SAND ( SP ) 13 1 4' EL. 0.25' / -17 70 HIGHEST EXPECTED TEST HOLE: SITE PLANL Cl6>'1IBa32i yo;`� SHEET# DISTRIBUTION BOX DETAIL. GROUNDWATER EL. 1.25' DUG BY: McDONALD GEOSERVICES No 18488 N.T.S. TIME: 10:00 A.M. 1 s O 10, 1 I i I I HEALTH DEP-A-R--TMENT APPROV_A__L_-BQ EMAIL: 24* LOCKING info@cgorten.com POLYETHYLENE ITEM DESCRIPTION GENERAL NOTES: LEGEND SYMBOLS: ------- 10VVTS HydroAction COVER TO GRADE 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A METHOD 24* LOCKING APPROVED BY THE MANUFACTURER. POLYETHYLENEX EL.15.1' - EXISTING N.A.V.D. ELEVATION UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE TANK, AN600 245 NITROGEN REDUCTION COVER TO GRADE 76"0 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND C)URING SYSTEM S A TANK, AN600 245 PRETREATMENT STARTUP. = EXISTING MONUMENT PERMIT FOR APPROVAL OF CONSTRUCTION FOR A B COUPLING, 4" SCH 35 PVC SXS SINGLE FAMILY RESIDENCE ONLY 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFIOLK COUNTY g1111I11j 62 7/8"0- C FG CONNECTING PANEL 24 x 19 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER EXISTING UTILITY POLE C1 ADHESIVE, CARTRIDGE 24. C2 SCREW, 1" #10 SELF TAP PPH ZINC 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER EXISTING FENCE D FASTENER, 3/8"-16 x 3 3/4" AT HHCS AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE OPERATION AND MAINTENANCE PROPOSED LEACHING GALLEY DATE 7/26/2023 R-23-0619 D1 NUT, 3/8"-16 SS CONTRACT WILL BE FOR A MINIMUM PERIOD OF 3 YEARS LG. H.S. REF. 0 D2 WASHER, - A- I.......... INLET OUTLET DEPARTMENT OF HEALTH. EXP_� - PROPOSED EXPANSION POOL PIPE PIPE D3 WASHER, SS 3/8" LOCKWASHER FOR MA"X/IMUM OF 4 EDROOMS E ASSEMBLY, RE-CIRCULATION 245 COMPLETE 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. - PROPOSED DRYWELL EXPIRES THREE YEARS FROM DATE OF APPROVAL F AN600 ATU W/ PLATFORM COMPLETE -W) G EC50-30-L-120-PLC 7. A GARBAGE GRINDER SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE' OWTS Abdn&nMMt of waiwin swimy sysmw MM be in < LJ H PIPE, 4" PVC SDR35 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL = TEST HOLE 0 01 TEE, STRAIGHT 4" SDR35 PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. aquument C2 0 8 1 - 11 - - WATER LINE Z Do 2"0 1 PIPE, 4" PVC SDR35 PANEL TO THE JUNCTION BOX SHAH BE ENCLOSED IN SCHEDULE 40 PVC PIPE. ALL conf==na&Tmw=t %bralt 69 1/2-0 K PIPE, 4" PVC SDR35 eMpleted fo=VVTA&_080 ag pro3f SITE -XLA7-�� ry _j POLYETHYLENE OWTS L T W1 FLOW DEFLECTOR SDR35 9. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION OF THE SEWER PIPE LEAVING THE OWTS - PROPOSED ON-SITE WASTEWATER LL_j Lj HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. THE CONTRACTFOR SHALL NOTIFY TAX MAP NO. 1000 - 87 - 1 - 6.4 143 1/4' PROVIDE POLYLOK 3008 - WEST 24" FLAT COVERES AND THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. TREATMENT SYSTEM LL_ M SAFETY GRATING LOT AREA: 8,036 SQ.FT. = 0.185 ACRES y 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND n a� N HIGH WATER ALARM FLOAT < HYDRO-ACTION TREATMENT UNIT 0 RECIRC ENABLED FLOAT SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. ZONING: R-40 RESIDENTIAL 0 _j 0 rn 11. A HOUSE TRAP SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS C) z: (0 PLAN (N.T.S.) ALL ELEVATIONS SHOWN ARE NAVID 1988 Do SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. V) co ENGINEER)g CERT'JIFICATION REC�LIRED. SUt%tw,- P.E:. 0v R,A- CrRTt'ICA-rI0" n.- < TO REMOTE AIR-7 I < L.LJ PUMP rC4, INN,-ALLAT(Om AND ISON�',TkUCT10tJ CORE DRILL TANK AND H or IA/OWTS INSTALL WATERTIGHT SEALED NOTE: SITE NOTES: FLEXIBLE JOINT APPROVED BY Foc ra4ALApPF-,ovAL. MANUFACTURER CLEAN-OUT MUST BE INSTALLED ON OWTS SEP11C TANK INLET WASTELINE. IF INSTALLED ON EXTERIOR, IN MUST EXISTING SITE CONDITIONS AS SHOWN OUTLET UTILITY NOTE: ARE BASED ON INFORMATION PROVIDED ON PIPE TO BE INSTALLED TO GRADE. ALL UTILITIES REQUIRE A 5' SURVEY PREPARED BY JOHN T. METZGER, L.S. LP.'S MIN. SEPARATION TO OWTS SEPTIC TANK. UNDERGROUND UTILITY OF P C N SURVEYORS INLETSEPARATION DISTANCE IS DATED: 9-2-09 FLOWSLATE OR 5' MIN. TO SANITARY LINE STOPPER OTHER SYSTEM, B OR END SUITABLE WATER LINE IS 10' MIN. I � PLUG COVER TO SANITARY SYSTEM L 111' 10 BUILDING SETBACKS: K 0) VARIES 45' ELBOW S.C.T.M. 1000-87-1-9 N @0 61- FND EXISTING ZONING: R-40 RESIDENTIAL 45* Y NOW OR FORMERLY #0, i MON (EXISTING NON-CONFORMING LOT) '04 C-C2 HEATHER SCHER & BRAD CIARDINO I MAIN BLDG. - FRONT YARD = AVG. WITHIN 300' (D FROM TO OWTS (IMPROVED & PUBLIC WATER) 4\ SIDE YARD (MIN.) 10- BLDG. 0 TANK v TOTAL SIDE YARD 25' F GAR REAR YARD = 35' 1 N.1'N 'Co CLEAN-OUT DETAIL N, -ode 9.3' N.T.S. S x LOT COVERAGE: 59 3/4" 72" 3" THICK BED OF COMPACTED 50 EXISTING LOT AREA = 8,036 S.F. SAND. MAXIMUM TOLERANCE 20% MAX. LOT COVERAGE = 1,607 S.F. MAX. OF ±1/4- IN ANY DIRECTION REMOVE �cy EX. FENCE EXISTING HOUSE FOOTPRINT 845 S.F. 5.4 IQ n (TO REMAIN) STORMWATER EXISTING GARAGE 275 S.F. EXISTING c� 1'7,� O PROPOSED ADDITIONS 523 S.F. AN600 TREATMENT TANK DRAINAGE CALCULATIONS: N.T.S. AREA x (2" / 12") = STORAGE REQUIRED IM FRAME PROPOSED COVERED PORCH 110 S.F. EXISTING & PROPOSED ADDITIONS & ROOFED AREA: GARAGE TOTAL PROPOSED AREA = 1,753 S.F. 1,753 S.F. x 0.167' = 292.8 CU/FT. OF STORAGE REQUIRED L _J SLAB 17.5' _T1 1,753 S.F. / 8,036 S.F. = 21.8% LOT COVERAGE 14.6' M 292.8 C.F. / 42.25 C.F./V.F. OF 8'0 RING = 6.93' V.F. OF 8-0 RING REQ'D. (_-4 N5LJ '0 x 4' � z G D.W. GAR 1 0 CONTROL PANEL PROVIDE: (1) 8'0 x 3' DEEP DRAINAGE LEACHING POOL 0 FRONT YARD AND Qr, (z) r_9 AND AIR PUMP IN U� F- POLYETHYLENE 18*0 HOPE PIPE PLACED HYDROACTION (1) 8'0 x 4' DEEP DRAINAGE LEACHING POOL 0 REAR YARD -,q- < 1.1N ENCLOSURE VERTICAL AND EDGE MAIN DWELLING MODEL: CB 1 TREATMENT UNIT FOR A TOTAL OF 296 CU/FT. PROVIDED STORAGE C* Q� 04 AVG. FRONT YARD: CHAMFERED TO RECEIVE THE ELEC PANEL MIDWEST RECIRCULATION Q) Q) viA LOT j EX, F.Y. SETBACK CONTROL PANEL PW5P PUMP _n APPROX. 1000-87-1-11 = 37.9' EXISTING OUICK ____0MIXERPUMP rd LOCATION OF EX. GROUND DISCONNECT z 1000-87-1-10 = 35.4' SWITCH AIR HOSE TO SAN. SYSTEM TO 1000-87-1-9 43.8' 7 DIFFUSER \\7 M BE ABANDONED 1000-87-1-8 47.1' 1000-87-1-7 20.3'X CB 5 RECIRC TIMER & REMOVED 1000-87-1-6.3 34.9'TO CONTROL ENABLED < --- --- TO.0 PROPOSED 0 APA.NEL 1000-78-3-12.1 = 31.3' 0 AIR HOSE AND HIGH WATER 1-STORY TOTAL = 250.7 ELECTRICAL SUPPLY H ROAC11ON CONTROL ----- ------ly ALARM ADDITION NEW PATIO REMOVE' EX. ct� TO TREATMENT UNIT PANEL AND COMPRESSOR CIRCUIT BREAKER SPECIFICATIONS --- --------- 250.7' / 7 LOTS 35.8' (SEE NOTE 8) PUMP 115 S.F. 8.5' ON GRADE SCREEN ROOM ry CB A 20AMP ------ FIELD WIRING STEPS CB 1 20 AMP NOT USED 35.8' AVG. FRONT YARD SETBACK 0 CB 2 20 AMP MANUFACTURE WIRING PATIO C13 3 20 AMP GROUND AREA OF PROPOSED CB 4 110 AMP --------- PNEUMATIC HOSE CIS 5 110 AMP (FIELD INSTALL) 2ND. FLOOR ABOVE LJ WIRING DIAGRAM CONTROL PANEL N.T.S. PROPOSED \V < N.T.S. #0 /70 17.3 \/\/\l 8.2' 1-STORY REMOVE PROPOSED 0 _r�q r/I 6� ADDITION CUT-BACK `4� SANITARY SYSTEM DESIGN: 0 n. 328 S.F. 0) EX. HOUSE PROPOSED 4 BEDROOM RESIDENCE - V) CC) PROVIDE: 1- ON-SITE WASTEWATER LOCKING 0, EX, TREATMENT SYSTEM �0 EXISTING 1 -4 Q:I Q:� 0 _j Galleys must be from LI or Suffolk Precast COVERS 12.5 \ %ftj �4 'j 440 GPD REQUIRED 1 -STORY FRAME REMOVE EX. C.) Q Q, (AN600 FOR UP TO 600 GPD) U) 0 4"0 SDR35 MIN. 4"0 SDR35 MIN. E L.17.5' Q N., 2- 8.5' x 4.75' x 7' DEEP LEACHING GALLEYS & 0 P.V.C. ffE 12* HIGH P.V.C. PIPE 0 DWELLING I GRAVEL V4 50% FUTURE EXPANSION HOUSE POLYLOK - V) In .'N. 4 PER FT�'. MIN. 1/8- PER FT. v V RISER 3' MIN. COLLAR /0 15.0 DRIVEWAY C) BACKFILL MATERIAL IN 00 SUB-FL. EL. 19.0' & LANDSCAPE EXISTING SEPTIC SYSTEM TO BE ABANDONED, PUMPED, Cf) SUB-FL LOCKING ON SIDES TO BE f �011 4t � �,4 1.0' MIN, LOCKING COVER 0 E4 (Z) CLEANED, REMOVED AND BACKFILLED WITH CLEAN SAND < Ln 0 EL. 19.0' L COVER 0.5' MIN, SLAB CLEAN SAND & c6 13.0, SIDE TIES :;� � (::) AND GRAVEL TO MEET S.C.D.H.S. STANDARDS - V) CLEAN 2.5' MAX. COVERS M GRADE 1.0' MIN, EX. GRADE GRAVEL 1 94 V) ;;I OUT EL_17.5' EL.17.25' 1.0' MAX.-,,\ EL.17.25- 04� SUB-FLU 2.0' MAX. C.0 FL. CRAWL61 .0, EL. 19.0' No. 4525 '6 PROPOSED SPACE O� rr) C14 EL. 14.33 =Z3 C -- --------- 1-STORY 1: 8.5 x4.7!F,-:, 8.5 x4.7FX X 00 ADDITION Ac INV. INV. INV. 0' DEEP L.G. F 3'_p LEE L.G. \25.0' EL.15.25' EL.14 ----- i LO D.B. EL.14.92 67* 0 N 5' NOTE: NEW 4"0 =1 C=1 r= D.B. NV. �7 Fx' 1.5W.76 X' Uj :1 bi '0 C 0 CAST IRON PIPE 0 INV.- INV. I * `1 4�.5' . EILEC. AIR NEW COV. PORCH 80 S.F. EL.15.08' EL X DEEP OVER NEW FOUNDATION .15.0' EL.14.75' DEEP L.G.-G Uri L o0000L�= --PGI WALL & EXTEND BOT. EL9.83' EL.17.25' 1+ 8' \ HOSE LINE 20.0' I / 2- MIN. BEYOND /7 1 11.5' 3', FACE OF WALL 10.0, 11.9' x 6.5 5.0' [2' 8.0' UNDISTURBED BOT. EL 8.25' MIN. OWTS 13.5' N .1 1, SOIL CONTROL MIN. OWTS MIN. 'ID.B:I MIN. HIGHEST B.B. CURB S EXPECTED 4"0 SDR35 MIN. P.V.C. STRAIGHT GROUND WATER PANEL CROSS-OVER PIPES 8* MAX. ABOVE BOTTOM OF LEACHING GALLEYS EL. 1.25' U) I L.G. L.G. F F 70 0 7' 7' 0 -0 _`k Nq 0 0 >4 5.0' 1 DEEP I I DEEP 11 1 0 (n z I I (n M L L (A 0) < p k� IM M0 (3� 01MIN. >x SANITARY SYSTEM PROFILE: TEST* > n -j > n N.T.S. 1 .1 :�o > > -< HIOLE C) 0 > ;;0 711 I., 0 (Z) 50% EL17.25' 8'0 x 3' 1 Lij I EXP. 0 500. 00 z 0 D.W.D.W. z V) L FND 0 1,57. 00 L _j L MON 0 Li NON SUP LOCKING FND U) z o PI'JEGR!ADE P - - - - \ i 0 NEW GRAVEL EXISTING 99. 94 ' 0 2(0*0 POLYLOK + DRIVEWAY WATER I �j 1122-._ Y 12" HIGH RISER V N 16'J4'12`"E METER 0 MING HOPE <C14 EX. GRADE EL. 17.25' 0- 201 1/2' BROWN SILTY LOAM OL - - - - - - EX.-OVERHEAD WIRE - - - - - - - - - - - - - - - - - - < 210"0 POLYLOK _FL 76 i57 7--j.5' - - - - - - o n DISTRIBUTION DOX HDPE - - - -- - BROWN SILTY SAND SM - - - - - - - - - - - - - - - - - - - - - NEW ASPHALT APRON 15 1/-:2- EL. 14.25' -3.0' *-*O SDR35 MIN. PAVEMENT INLET P:.V.C. PIPE 0 EX. EDGE OF MIIN. 1/8" PER FT. EX. E D A 21 - 135 C11 PALE BROWN FINE UTILITY C., SAND SP APPROX. EX. WATER MAIN _ w w w w w w w POLE V v w w DRAWN By 2" MIN. ABOVE ALL OUTLET IUNES w OUTLET INVERTS PAC FROM DISTRIBUTION BOXES/MANHIOLES TO 3' THICK BED OF OR ROAD COMPACTED SAND. CONNECTED BE EQUIPPED, WITH O UTH HAI-ioMAXIMUM TOLERANCE WITH POLYLOKEND CAP LIEWELING SDATE DEVICES EL. 1.25' -16.0' OF ±1/4- IN ANY SEALS TYP. > WATER IN PALE BROWN .4 DIRECTION FINE SAND ( SP 1 /17/23 EL. 0.25' -17.0' HIGHEST EXPECTED TEST HOLE: SITE PLAN SHEET# DISTRIBUTION BOX DETAIL: GROUNDWATER EL. 1.25' DUG BY. McDONALD GEOSERVICES i 91=1 01-091 DATE: 6-28-22 1 N.T.S. TIME: 10:00 A.M. FE � MOR I 1 1 5- 0 10, FOR SCDHS 6/16/23 PAC ET E EXPIRES ; O`_=PL�Pp-ws 5' ELBOW_ Y M4=5 = 9p '�Fx4 x2S6 r HEALTH DEPARTMENT APPROVAL ROX EMABE �` � IIEM DFsaaPnaH GENERAL NOTES: LEGEND/sMlalxs• IAfOV✓TS HydroAetion F °LaOe rmkM�-nani•v—m—m M..a .— �r��w`v rw u,ac a%®am wnmmlamxml t _gyp uu aem�K Mom�,o upvu.a wwo.rsra E S .nlsr-mwumenn S JFMK Caron DMII-W Or Hung BER•ncct PEPur F.A—L 01 em2HsalcTroN FwA a+m o1 11°ire}v vremN'Sm wu i w�u�°oo.°vfObAfomwu'"°I'e1R m"v N } - S F R -ONLY a�e Mim lrqu u.arargenm iglu owMuuiv'gi�ira'bu.maq ��•aovarm W r•T,�.,,v�,,.,,,,..,n DATE Tmr M.S.Rer.J�Q Rawslo M aarz MAAmP amN ao•wiW mmr L-J APPR t/l/ LM.•-. Z ®P qi v iwl �'� mm maY%n b imva er emn \i .:o®orw.ez Faa Mw._ anrtomN ~ _ _ \ .reme.nu E%PIRESTHREE YEARS FROM DATE OF APPROVAL �U r,1Wm1¢wWm�gr�YwLegF�ro Pvnm ZMnlwIDpVLL•elV[4VRMaha _ _... \°J .v%'. p' a rr.1"a°v:MFm i�An W.ua�s'av� Hm m1°c rN10a' MMi°"°� AbaDl)Imm of�� .....,/ beul -•,A--M u' ¢w .„l•$ nvmm An K ��"� ¢eaOr.Om q•.rmR oRM�.vU VAq vM �/A1•��19,nw• 1 YDATA-. 0~ t.ew A y -arn ar rur avp®apaw'aO1ra+ar'�v:tii mEOP. •m�.."•ra °iw:,v wn - s.mom+o SITE e LLEI-�YV S = to��QYe1��aKm q q ie-ap 1rR�ilk lEMm veeoaE l a ql a�4 am Earl-PIES aPZS OL HYDRO-ACTION TREATMENT UNIT raa•r iwmr amnoaJJ PLAN KT.S) IL i ma aE%e Nor curt a m amaum:Prtw.Y a M i/.a%ia M V.atn moha e-�01�'°i4 O U o �n nawq M era.nr.eE.mvah mnao a _ u.luvnan moral Av%.m lam S G.me. m.W_mt Sue.1111 e►.fi.O•`RAA.eeu...c• �Q q a: mn 25 Nam' ol./OYA9•c U �aem, . ...o. SITE ND7ES is aaa�airorr UTILITY NOTE El.... �f1�gNyyaia®Eq.e ca V miaa°1ars> j, u er 6 + O0/ILIC IOOO-C/-/-B MD BUILDING SETBACKS: FQ AOIr OA 1mAYDRN 1! a MON m�nsnF�aomgo�wrn� w AeArvrex Pexax!eaAp dr rw Q" uul aae-roar i aew rav v .v.•°^' narslPAa.rveue..*r L�1 % 4A" CAP p5•FC w4.mow:m•� CLEAN-OUT DETAIL 2 (�(..�� Lpor covERACE: . .• .,.k ar.: vaev --jr— • FREMOWGE;/" — AN600 TREATMENT TANK SmRMWA7ER °• _ � , s'4• N.75 DRAINAGE CALCULATIONS: + E%ISTINC p1 $ MCI— m�,•�; i; FRAME GARAGE rFa SUB 1].5' Ln5 v./cam v.-llAie!m.PA¢ amRM .�•v a�v./4u5 arJV.sea qN�Vv�.�a fr PON vea �B'a 41 a J 14.5' Fla.u'ui�rtp1a'11o"'r�.aa�n'�wnnm aP yI o _ cAR $ �u Aimr a a a/rt wx awx B,Op N i I 1'1'NI AVG.FRONT YARD: w 0 __mow®•..- ] .�. n i �♦ LOGMI of IX _ BE PROPOSED of STEPS ON GRADE I I sIAEEy R O_� I 4 R RF1A°YID - aa. I_STDRNO NEW PATIO I / L L�REMOVE D(, `ter 1e6r _ 1165E 45• ROOM ms/rime-mr 1 _ —�•• PATIO I' AI@A OF PROPOSED ma aw nalr raa a14O OED rn CONTROL PANEL eL`av WIRING DIAGRAM �pG' \/� I 2N0.FTDOR ABOYE w N.T.S. r5 PROPosen 5 \� MY Iaz• I I' PROPOSED Z 1-STORY rS' /Vp,e(' T{—REYOVE/ U=Y BJ,SItCSPtI:�LTES<BE� SF 4�`�a4�' rt 1a.Y_�I DDL•HOOUSE ,� • SA��N�I7ARY��SY DESIGN: � Z Galleys must be from LI or Suffolk Precast / LOCI '`b IZ5• EwSTING I 1 1� p ¢p re ova uh �� r•amn�. 6' I-STORY FRAME REMOVE IX i i.rma rm,Tyro may a • O frl a`�` DWELIINc i is., Y " '" `nma Fe•eN® v11n SUB-R EL 19.0' R IANDSCIPE �y ciasiWa s m m N N 7 nw uwA a1@" vIY" '�°~Yu".A$�a mow• Qp` / ,E��4� J�.Lr�;--aa m\sIB-Et u.D• i NDe �iTIES �� .`�`"mh�a,°`�!•cma: """u"a tailvt�n J'\op ae\5 Oj�•� 4Q'o/I(ia�'r \\ N N..4626 r I I PROPOSE Id � • MN ea auv aaqa SS�Le !1 6a 1� �`\ ZIk\A"a a D.B l '�11� 21O STORY I I r ADDITION p'v0• clear aim "`a+er ® ® e VO SBa� D.S. !l uN.ELEe a A, NEW COV.PORCH i eo S.F. ma our o_t r NE 1! 11.5' /YIN.\ Dig 135 aor�i°v�u a 4m O/ I If•11 r11 PµB, B.B.cum `_� ,I In I LE.I s.D' IOEEPI IDEEI'I I' 'd..l::...•I'T:'/Jz"I, Q8$ OG'� L_J L_J ."I"';...I "1 .I'I 1 H ro I !'f I 1 SANITARY SYSTEM PROFIT• vN YIN ..I.'9 ..I. 1,.�. 1::•� "' Im FFFFJJJJ K+ I V ,a)L ��f---I TEST ..I �a�'I: I .I;Ysq �L m S 4 I I /•\` O!Or ICI HELIE%z5' ..Iz I.) v,. �y.�'.A, ELy v/ \ la I J \5 OIL 60Q 00' / Q � I � FND I I IL=J j" Q m.a� ••�-__-__-__J�r__-__- c .L__...' L;.`1W'P�I-I.'. _ J•. iim - u .94 M?OJY•-__-__J^\ __-__- m p N 1534Y2 E PR vcWAv,... .''YA •• RHEAD HRE O E%.OVE Of -___L______ .r..vav uvaT-�- - ..w mnwu<a1 _ m nTzar-;a- ------- - armle. _______Ez_____ �W ASPHALT APPON OF PAVEMENT UTUTY I pPPRO%.E%. AVERMNN ,_._._.— aeDAq, 21-135 /` 4"• +p SOUTH HARBOR ROAD PAC l� as vy DATE 1/17/23 s NS�I DISTRIBUTION BOX DETAIIi SITE PLAN F7, %u aaWm n ur Yma•n mwm FOR SCDHS 5/15/23 PAC DIST: /O ION: 57 BLOCK: / TAX LOT: 6.4 25-2525/ NOTE: SURVEY NO. 1.CONSULT WITH THE HIGHWAY DEPARTMENT TITLE NO. n n BEFORE DESIGNING,INSTALLING,OR MODIFYING THE OFFSETS OR DIMENSIONS SHOWN HEREON. ANY NEW OR EXISTING CURBS,WALKS OR ROADWAYS IN THE STREETS SHOWN HEREON. FROM THE PROPERTY LINES TO THE STRUCTURES. L17 ARE FOR A SPECIFIC PURPOSE AND USE: 2.SUBSURFACE INFORMATION SHOWN HEREON WAS THEREFORE THEY ARE NOT INTENDED TO `O �� OBTAINED FROM VARIOUS COUNTY DEPARTMENTS AND/OR MONUMENT THE PROPERTY LINES OR TO GUIDE THE y� PRIVATE UTILITY COMPANIES.THE 5UP.VEYOR ACCEPTS ERECTION OF FENCES. ADDITIONAL STRUCTURES ✓a NO RESPONSIBILITY FOR ANY OF THI5 DATA. OR ANY OTHER IMPROVEMENT n1 �• b 3.THIS I5 TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS N 4— ON THIS OF SSUURVEY.ER COURSES IN THE PROPER TYAS SHOWN LOT AREA 4.ALL ELEVATIONS REFER TO NAVD 1088. Lu '=�° O. 6 AC E(s) 5 73 020'00" E X� p' VW OWTS TREATMENT UNIT-400 GALLONS 3 / . 75 �Q WITH 2 5TACKABLE LG LEACHING POOLS WITH SLAB Lu 06 �. 3CDH5 REF#R-23-OC/3 X Oc9 N �, �y -Qs),ND /`�C� o% O �\ O +I �� I �l gya °o-,-C'o S 73020'00" E='o O _ / F ° 35.50UjLLj WATER Z 19'-12' cF SPLIT RAIL FENCE � � W W - SERVICE 9 F FE w F� a j ��j VINYL FENCE FF ON L�F II II �� r W O ❑ PILLAR = \'v W \ NE d w U j O N LJ F W ~ O AR �? N F PILL p cYj �m m cn m G'-0" J J N �O ('v Ln \ Idti t; m DRYWELL O = z Q s j W m (n) G DIA.x N >p w w 8' E.D. W tu O 34'-24 fir\ DRYWELL Z 20-211 C G DIA. x 14' p _ (5'E.D. 7'-8" Q N ( J 6 � GARAGE Q GRAVEL DRIVEWAY —IV I� DRAIN c� �_ FL.EL=17.50 `n J II COBBLESTONE CURB EL=17.47® EL=17.26 2 1'-7" °J u N VINYL FENCE STOCK. EL' ;7•34 +I / / 7,00' ACTUAL z z N 73°l 440" W Ti -1� N FE. 1 w � ° 00 0 () � u- U Q) Q 4/ 0 0 Q U �S 1 MAP OF PROPERTY ISLAND WIDE LAND SURVEYORS SITUATE AT S D U TH OL D 19 PROFESSIONAL LAND=�CITY SURVEYORS 9 LAFAYETTE DRIVE, 5Y055ET, N.Y. 1 1 791 PHONE: I—8GG-808-5800 FAX: 5 1 G-49G-1792 TOWN OF SOUThOLO EMAIL: 0FFICE@I5LANDWlDE5URVEY0R5.00M .5UFFOLK COUNTY, N. Y. RECORDS OF WALTER I.BROWN,GU5TAVE A.ROULLIER f RODERT A.HAYNE5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YOM STATE S U RV EYED :MAY 25, 2025 ,`�OF NEW y EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING '�� M��HA THE LAND SURVEYOR'S INKED SEAL OR GUARANTEED TO EMBOSSED SEAL SHALL NOTBE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND N ON HI5 BEHALF TO THE TITLE COMPANY, I GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE LOT NUMBERS: �� ASSIGNEES OFTHE LENDING INSTITUTION. 50125 GUARANTEES OR CERTIFICATIONS ARE NOT V TRANSFERABLE TO ADDITIONAL INSTITUTIONS SF� A OR SUBSEQUENT OWNERS. L NO DRAFTED BY P.G. HEALTH DEPARTMENT APPROVAL BOX EMAIL: 24" OLYETTHYLENE GENERAL NOTES: info@cgorten.com COVER TO GRADE ITEM DESCRIPTION LEGEND f SYMBOLS: 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A METHOD 24" LOCKING APPROVED BY THE MANUFACTURER. POLYETHYLENE X EL.15.1' = EXISTING N.A.V.D. ELEVATION COVER TO GRADE TANK, AN600 245 NITROGEN REDUCTION 76.0 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND ©URING SYSTEM A TANK, AN600 245 PRETREATMENT STARTUP. ® = EXISTING MONUMENT B COUPLING, 4" SCH 35 PVC SXS 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFF(OLK COUNTY 62 7/8.0_ C FG CONNECTING PANEL 24 x 19 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER = EXISTING UTILITY POLE C1 ADHESIVE, CARTRIDGE 24.875"0 C2 SCREW, 1"ADHESIVE, SELF TAP GE ZINC 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER X � - EXISTING FENCE D FASTENER, 3/8"-16 x 3 3/4" AT HHCS AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE OPERATION AND MAINTENANCE _ D1 NUT, 3/8"-16 SS CONTRACT WILL BE FOR A MINIMUM PERIOD OF 3 YEARS I- L L.G.J = PROPOSED LEACHING GALLEY INLET D2 WASHER, 3/8"-16 SS 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY PIPE PIPE�T D3 WASHER, SS 3/8" LOCKWASHER DEPARTMENT OF HEALTH. `Xp) - PROPOSED EXPANSION POOL W I- E ASSEMBLY, RE-CIRCULATION 245 COMPLETE 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. F AN600 ATU W/ PLATFORM COMPLETE p W1 - PROPOSED DRYWELL ~ U G EC50-30-L-120-PLC 7. A GARBAGE GRINDER SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE: OWTS Fi PIPE, 4" PVC SDR35 8. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL W I PIPE, 4" PVC SDR35 TEST HOLE Q PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PPIPE. ALL 82.0 J TEE, STRAIGHT 4" SDR35 PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. O �- O 69 1/2"0 . POLYETHYLENE OWTS K PIPE, 4" PVC SDR35 9• CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATION OF THE SEWER PIPE LEAVING THE - " - WATER UNE SITE DATA: �= Dtn° L T W/ FLOW DEFLECTOR SDR35 HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM. THE CONTRACITOR SHALL NOTIFY OWTS = PROPOSED ON-SITE WASTEWATER �J - w rY 143 1/4" PROVIDE POLYLOK 3008 - WEST 24" FLAT COVERES AND THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. TREATMENT SYSTEM TAX MAP NO. 1000 - 87 - 1 - 6.4 _ p d M SAFETY GRATING 10. CONTROL PANEL TO BE PLACED ON AN 18-INCH HDPE PIPE PEDESTAL PLACED VERTICAL AND LOT AREA: 8,036 SQ.FT. = 0.185 ACRES = cr _ N HIGH WATER ALARM FLOAT SET 2-INCHES ABOVE GRADE To PREVENT WATER INTRUSION. HYDRO-ACTION TREATMENT UNIT 0 RECIRC ENABLED FLOAT ZONING: R-40 RESIDENTIAL O U J 0 FLAN (N.T.S.) 11. A HOUSE TRAP SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE I/A OWTS. THE I/A OWTS �-- O z c0 l ) SHALL VENT THROUGH THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. ALL ELEVATIONS SHOWN ARE NAVD 1988 00 .� c0 � TO REMOTE AI Q M PUMP E M = W CORE DRILL TANK AND H INSTALL WATERTIGHT SEALED NOTE: ES: FLEXIBLE JOINT APPROVED BY SITE NOT MANUFACTURER �I CLEAN-OUT MUST BE INSTALLED ON OWTS / SEPTIC TANK / INLET WASTELINE. IF INSTALLED ON EXTERIOR, IN MUST OUTLET BE INSTALLED TO GRADE. ALL UTILITIES REQUIRE A 5' UTILITY NOTE: , EXISTING SITE CONDITIONS AS SHOWN i ARE BASED ON INFORMATION PROVIDED ON LP'S MIN. SEPARATION TO OWTS / SEPTIC TANK. UNDERGROUND UTILITY / SURVEY PREPARED BY JOHN T. METZGER, L.S. INLET SEPARATION DISTANCE IS OF PECONIC SURVEYORS FLOW SLATE OR 5' MIN. TO SANITARY DATED: 9-2-09 LINE STOPPER OTHER SYSTEM, B OR END SUITABLE WATER LINE IS 10' MIN. / L COVER TO SANITARY SYSTEM + i K VARIES S.C.T.M. 1000-87-1-9 '� BUILDING SETBACKS: N 0 45• ELBOW 6, FIND EXISTING ZONING: NOW OR FORMERLY NR-40FOR RESIDENTIAL C-C2FROM 45' Y // I MON (EXISTING NON-CONFORMING LOT) HEATHER SCHER & BRAD CIARDIM0 O I �. MAIN BLDG. - FRONT YARD = AVG. WITHIN 300' BLDG. TO OWTS (IMPROVED & PUBLIC WATER) a ° \ SIDE YARD (MIN.) = 10' F TANK e V / Q, T TOTAL SIDE YARD = 25' / GAR S REAR YARD = 35' N CLEAN-OUT DETAIL Ole GAR 1.1'NI 9.3 N.T.S. S x 3" THICK BED OF COMPACTED �_ _ , // � I \ , LOT COVERAGE: 59 3/4" SAND. MAXIMUM TOLERANCE �v EXISTING LOT AREA = 8,036 S.F. OF t1/4" IN ANY DIRECTION �+ �� 33. 89 REMOVE /�2, "; 20% MAX. LOT COVERAGE = 1,607 S.F. MAX. EX. FENCE EXISTING 5.4' N O EXISTING HOUSE FOOTPRINT = 845 S.F. STORMWATER ; (TO REMAIN) S- ��' I �� EXISTING GARAGE = 275 S.F. AN600 TREATMENT TANK DRAINAGE CALCULATIONS: EXISTING O PROPOSED ADDITIONS = 523 S.F. N.T.S. AREA x (2" / 12") = STORAGE REQUIRED Im - +>, c,l FRAME r,, � PROPOSED COVERED PORCH = 110 S.F. EXISTING & PROPOSED ADDITIONS & ROOFED AREA: v, Ix I S- co GARAGE I` TOTAL PROPOSED AREA = 1,753 S.F. 1,753 S.F. x 0.167' = 292.8 CU/FT. OF STORAGE REQUIRED / -,\ L _ L SLAB 17.5' 1,753 S.F. / 8„036 S.F. = 21.8% LOT COVERAGE n 292.8 C.F. / 42.25 C.F./V.F. OF 8'0 RING = 6.93' V.F. OF 8'0 RING REQ'D. ` A'; f 8'0 X 4' 1 14.6' z CONTROL PANEL PROVIDE: (1) 8'0 x 3' DEEP DRAINAGE LEACHING POOL 0 FRONT YARD AND `3) ��v \ D. / O GAR I m AND AIR PUMP IN I ' POLYETHYLENE 18"0 HDPE PIPE PLACED (1) 8'0 x 4' DEEP DRAINAGE LEACHING POOL ® REAR YARD \ / H 1.1 N VERTICAL AND EDGE HYDROACTION / Op O - - d Q I i AVG. FRONT YARD: ENCLOSURE n..NTR.1 TREATMENT UNIT FOR A TOTAL OF 296 CU FT. PROVIDED STORAGE CL CHAMFERED TO RECEIVE THE MAIN DWELLING MODEL: O O cV CONTROL PANEL ELEC PANEL MIID�WSEPST --- - RREEAIIRCULATION -EXISTING OUICK ` �� fmrl L / I OCATION OF EX. LOT # EX. F.Y. SETBACK GROUND DISCONNECT ---- - -- MIXER PUMP z 1DDD-87-1-11 = 37.9' 1000-87-1-10 35.4' SAN. SYSTEM TOSWITCHAIR AIR HOSE TO -(� � 1 I 1000-87-1-9 = 43.8' PUMP -- DIFFUSER ITl ✓ _/ RECIRC TIMER .� // 1000-87-1-7 = 20.3' / o--- - - ENABLED ° BE ABANDONED 1000-87-1-8 47.1'� � o-_ __ ��& REMOVED 1000-78-3-12.1 31.3' 0 PROPOSED l000-87-1-s.� 34.s' Q AIR HOSE AND - //j/// / / /�/ 2 HIGHWATERELECTRICAL SUPPLY \j,\j/�j, I --- --- ALARM 1-STORY I �S' TOTAL = 250.7' TO TREATMENT UNIT HYDROACTION CONTROL CIRCUIT BREAKER SPECIFICATIONS LJ--- ----- - ADDITION NEW PATIO I. I REMOVE EX. (SEE NOTE 8) PANEL AND COMPRESSOR PUMP CO A-20AMP ------ FIELD WIRING 115 S.F. I 8.5 CB 1 -20AMP-NOT USED STEPS ON GRADE I I SCREEN ROOM 250.T / 7 LOTS = 35.8' CB 2-20 AMP - MANUFACTURE WIRING CB 1 -20AMP GROUND PATIO 1 ( 35.8' AVG. FROINT YARD SETBACK 0 CB 4-10 AMP --------- PNEUMATIC HOSE 0 AREA O!= PROPOSED m CONTROL PANEL CB5-10AMP WIRING DIAGRAM (FIELD INSTALL) O 2ND. FLOOR ABOVE w ry N.T.S. / F, 0 17.3 18.2' I t, Z I N.T.S. PROPOSED �, PROPOSED U Q 1-STORY G REMOVE / b W = ADDITION F�� '�/,L ° CUT-BACK SANITARY' SYSTEM DESIGN: 0 z 328 S.F. / �p �_ 14. _ L EX. HOUSE ( N PROPOSED 4 BEDROOM RESIDENCE - '9 O• ("�- - - I I 00 W ti PROVIDE: 1- ON-SITE WASTEWATER w O 0 E X� 44 -T LOCKING O� ,0 EXISTING I I N Da TREEATMENT SYSTEM COVERS / 1 2'5 I O �N � 440 GPD REQUIRED 0 Q '1! 1 -STORY FRAME I REMOVE EX. C) w a, (AIN600 FOR UP TO 600 GPD) (/) 0 4"0 SDR35 MIN. 4"0 SDR35 MIN. P.V.C. PIPE ® 12 HIGH P.V.C. PIPE 0 , I O HOUSE MIN. 1/4" PER FT. POLYLOK MIN. 1/8" PER FT. / CO EL.17.5 O��P DWELLING I I I GRAVEL ^ 1�C c 2 50% FUTURE EXPANSION DEEP LEACHING GALLEYS & 0 RISER 3' MIN. COLLAR � y �� / v u I 15.0' DRIVEWAY Olv? � � [- BACKFILL MATERIAL i U \ _/ SUB-FL. EL. 19.0 & LANDSCAPE �", A EXISTING SEPTIC SYSTEM TO BE ABANDONED, PUMPED, N LOCKING ON SIDES To BE i t 44 SUB-FL COVER ll Q L� 0 1.0' MIN, LOCKING COVER SLAB CLEAN SAND do ~`� y��l��¢ 11�0 \ DO I [ti p CLEANED, REMOVED AND BACKFILLED WITH CLEAN SAND EL. 19.0' 0.5' MIN, P / �� 4 G� V / +' - - - \ 13.0 SIDE TIES O AND GRAVEL TO MEET S.C.D.H.S. STANDARDS CLEAN 2.5' MAX. CLOVERS TO GRADE 1.0' MIN, EX. GRADE GRAVEL n �{ A I I V A pti (n d- (n OUT ELL.17.5' EL.17.25 1.0' MAX. 2.0' MAX. EL.17.25' V\ , Q L�' e{�( i J 0 4 G �� / C.O. SUB-FLU CRAWL ' �0 �� .0- / I EL. 19.0 No. 4525 co I -r--} PROPOSED SPACELS1433 ^�,^^� c ^^ ^�LABQ y l� �j / JO 8.5 x4.75'x 8.5'x4.75'x _ 4 / / ( \ INV. INV. �3' DEEP L.G. - O � QL O G¢S 4 /� \\ + N I I I 1-STORY EL.15.25' INV. EL.14.6T L" ' L' DEEP L.G� o v oo i �� 9 D B Y 5 �, 25.0 I I ADDITION EL14.92' o00000 000000 G G NOTE: NEW 4"0 - -,r ^^ �S� D.B. I I 80 S.F. CAST IRON PIPE ® INV.- INV. INV. 18.5 x4.75x = F 8.5 x4.75'x w I E W o p / j MIN. o I NCi EW FOUNDATION EL15.013' EL.15.0' EL14.75' L4' DEEP L.G? �4' DEEP L.G. o ¢ 4L COVER ( EILEC. AIR NEW COV. PORCH WALL & EXTEND o0000o Lo"0000 `� + ��` 4 { / \ HOSE LINE `n 1 BOT. EL9.83'- EL.17.25 I g' 20.0' 3 I / 2' MIN. BEYOND z , 11.5 I I FACE OF WALL UNDISTURBED i� - BOT. EL. 8.25' MIN 13.5 10.0' I 11.9' x 6.°5' 5.0' 2' 8.0' SOIL - _ \ OWTS MIN. OWTS MIN. 'ID.B. MIN. HIGHEST 0 I 1 CONTROL B.B. RB STEP I I EXPECTED I // 4"0 SDR35 MIN. P.V.C. STRAIGHT GROUND WATER (- -I � PANEL � I CROSS-OVER PIPES 8" MAX. ABOVE EL 1 25' ' r,, I I / BOTTOM OF LEACHING GALLEYS `�J I I L.G. I I L.G. I II 7' I I 7' II - -.-I - - -� O I Q 10 1DEEPI IDEEPII 1 I' i I I o 10 I I i v 1 i � � I 'w N 1 5. L - J L _ Jl I I 1 I I M I �� I m N om N m II o rn I I �" Q SA SYSTEM PROFILE: � p MIN. I I CA I I P x x I o TIEST D n -I I n -+ I J c I / J N.T.S. O I HIOLE I ;;0 I . I D I. o I o I ' ' \ 150� I I i z � I I � • I ��I o / � I =� i I I I EXP. I E.L.17.25' I I. I ► I o 18 D. 1 z I I 50� 00 �� 0 OLd 1 - I I I I I I I I I I z \ / i w t _ I I FND n � o �57. 00 .J L W I- - -� I I MON_ NON SLIP LOCKING FND -- covER \ n PIPE --_-- ------- - I I -f �� (n II GRADE - _ - - --- - NEW GRAVEL EXISTJNG 99, 94 I /� 0 r 220"0 POLYLOK - - - - \ ,� < IWATER -2' �' 22" 112" HIGH RISER �/ / W CL FIRING HDPE , N 16°34'121 E DRIVEWAY METER I I _ __ _ 0 J iv EX. GRADE EL. 17.25' _ _ _ _ - - - -- - - - - EX. OVERHEAD WIRE _ _ _ _ _ _ _ _ _ _ 220"0 POLYLOK EL. 16.75' / -0.5' BROWN SILTY LOAM ( OL ) _ _ _ I I U- - - - - - - - - - - - - D)ISTRIBUTION - - - - - - - - - - - - (n B30X HDPE _ - BROWN SILTY SAND ( SM ) - - - •- - - '- - - NEW ASPHALT APRONcl 1 1,2 EL. 14.25' / -3.0' 44"0 SDR35 MIN. M M INLET R.V.C1/8P P R FT. EX < EX. EDGE OF PAVEMENT WINN PALE BROWN FINE UTILITY � SAND ( SP ) APPROX. EX. WATER MAIN � u „ � �,-F 1 - 135 _ POLE ,��t�-� 2" MIN. ABOVE v v v v � v + /,C.7 /� •.•-� _� �,' 4, OUTLET INVERTS ALL OUTLET LINES 1) FROM DISTRIIBUTION P A C 3" THICK BED OF PIPES- BOXES/MANHOLES TO ROBIDCONNECTED BE EQUIPPED WITH + HAnu 1 COMPACTED SAND. END CAP LEVELING SOUTH MAXIMUM TOLERANCE WITH POLYLOK DEVICES EL. 1.25' / -16.0' , / - - - -- - - WATER IN PALE BROWN 6 �� L_ OF t1 4" IN ANY SEALS TYP. J r;, I�� DATE DIRECTION - --- FINE SAND ( SP ) \� 1 /17/23 13 1/4" EL. 0.25' / -17.0' HIGHEST EXPECTED TEST HOLE: SI TE PLAN - - - SHEET# DISTRIBUTION BOX DETAIL: GROUNDWATER EL. 1.25' DUG BY: McDONALD GEOSERVICES N.T.S. DATE: 6-28-22 1"=10'-0" 1 TIME: 10:00 A.M. 5• 0 10, 10 FOR SCDHS 6/16/23 PAC HEALTH DEPARTMENT APPROVAL BOX EMAIL: ITEM DESCRIPTION GEWWNT5ERAL NOTES: LEGEND: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Info@cgarten.com 118' 1•°MPROYED By SHALL BE EMAANUFACTUrsm,nartNEss PRIOR T°uuovu'T°TxE sTE DSNc A UETHao APPROVAL OF CONSTRUCTED WORKS FOR W. 6Y• TANK.M400 245 NITROGEN REDUCTION E %EL7a1' -OasRRD NAYn Be/AttAI 2 lSE &ENGINEER SHALL OBSERVE THE OWLS PRIOR TO BAMFILL AND WRWf.515TM b 1/2• b 1/Y• A TANK,AN4CO 245 PRLTREA ENT STARTIIP. LIIoNNWWi B COUPLING.4•SCH 35 PVC S%S 7n _ R-23-0619 3 THE OWLS INSTALLER SHALL Han APPROPRIATE ENOORSEIAENTS FROM SU(FOLIa COUNTY j Date H.S.Ref.NO. C FIT CONNECTING PANEL 24•19 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHOR®INSTALLER T -OsM°WurT rr•B C1 ADHESIVE,CARTRIDGE C2 SCREW,1 10 SELF TAP PPH ZINC 4,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER -ECarND M. The sewage disp-I and realer sapplyfacildes at this bWtion have been D FASTENER,3 B_ •3 3 4 AT HHCS AND GILL BE FOR AM SHALL IAnVUUM BE O°Fm3 YEARS Of THE OPERATION AND MAINTENANCE r-, -Dss�r%�oe1D•..,.Y in5peC6tl and/or ceH::,Od by/his Oeparlmenl Or other agenGes and found O1 NUT,3/e•-16 SS LE•eJ to toe satisfaaory FORAh7AXIMUR1 OF 4 BEDROOMS. D2 WASHER.3 5-16 55 5.THE OWES INSTALLER 91ALL RECSIFR THE ONSTE 7REATMFNT MIELJ W1Ti SUFTa%ODONTY 24'woDNc 14•LOIXPND D3 WASHER,SS 3 B LOCKWASHER DEPARTMENT OF HEALTH. / -PRcgsfD rA•MryDIH PDa 117!\ �' z CO LLJ VER To GRADE tfFG .•• P��To E ASSEMBLY. RE-CIR-1 ON 245 L° I, S.THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REWIRED BY SWHS �' JpIJhy"TWWvPA,F.E.CHIEF I- 1i/�� F AN4°°AN W/PLATFORM CO LETE W� -pexray ar1pA a' U M Z,'pr. �.A G EC50-3D-L-B0-PLC 7.A CARBACE a uER SHALL NOT EXIST OR m INSTALLED UPSTREAM OF THE oWR \ Oflice Wastewa!er Management n H PIPE.4 PVC MR35 Q Llf at"C', B.ALL ELECTRICAL LINES ON B THE ALL BINC CI THE CONTRA PANEL AND FROM PIPE. THE CONTROL AA .rrn ImE PIPE.4•PVC SDMR PANEL TO TIE JUNCTION BOX SHALL BE ENaOSED W SCHEDULE 40 PVC PIPE ALL Y C7 PaYLTHTFINE D ro.R J TEE,STRAIGHT 4•SOR3b PENETRATIONS INTO THE OWES SHALL BE SFllID AND WATER TIGHT. • F-.CO}O K PIPE 4•PVC SORTM S g,CONTRACTOR SHALL FIELD,VEOV THE INVERT 0"ATICN O'THE SE%U POE LEAVING TIRE --WARE� SITE DATA: O'_�F rn Go HYDRO-ACTION TREATMENT UNIT L T ROW DEFLECTW SDR35 HOUSE PRIOR TD THE INSTALLATION OF THE SEPTIC SYSTEM.THE CONTRACTOR SHALL NOTIFY OWLS -PRO UI pf5 E wASTLWAM TAX MAP NO. 1000-87-1-5.4 LLI W CO I PROVIDE POLYLOK 300E-WEST 24•FLAT COVERES AND THE ARCMTECT OF RECORD OF ANY DISCREPANCIES TNEIIMENT sTSTII O vT' PLAN(N.T.S.) M SAFETY GRATING LOT AREA 8,038 SOFT.-0.1&R ACRES = `1 d W 7n CONTROL PANEL T°BE PLACE°ON AN 18-INCH HOPE PIPE PEDESTAL PLACED VERTICAL ANO =d' n N NICE WATER AUR BOAT SET 2-INCHES ABOVE GRACE ro PREVENT WATER INTRUsON, O_ J ZONING: R-40 RESDENTIAL O(, O To A HOUSE TRAP SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE I/A OWTS THE E I/A 0 I- co Z DID M D-D3 AIR SHALL OT 1f.SHALL VENT THROUGH ME SEWER PIPE No ADDITIONAL VENTING IS REWIRED. ALL ELEVATIONS SHOWN ARE NAVD 1988 cn u Q WL01SfALm TIER pgEALID H �' ar Mu�as'1gAc MOVEDI =Q w a- -r LaP' NOTE, SITE NOTES: CIFAN-dR MUST BE*,srA D DIN OWLS/mPTI TANK R¢ NBET wA 214. F NSTALLED ON EOD.k IN 4Usr EXST NG SITE CONDInaHS AS SHOWN B BE NSTAum TD GRADE ALL TTRTFS REQUIRE A S UTILITY NOTE: ARE BASED ON INFORMATION P1V.m ON uT1 SEPAR/.TRN To OAT'/SEPTIC TAKK UNDERGROUND UTLIIY SURVEY PREPARED BY JOHN T.METZLER,LS J L SEPARATION DISTANCE IS /' OF I3S�RVEVDRS K N TMl 5'MI)L.ro SANITARY C-C2 PWC C01ER WATER ONE IS to'LNIN. /'' F m ro suNlrARr s>SrEA , VAa6 b.p6pw �'dT At. 1000-87-f-9 +/� Z1 G SE CKS• A •s• FND EA c NWa R-40 RESIOE"AL b•Y NOW OR FORMERLY L MON No N -CONFORI,IIN.LOT) FROM AL TmAIr" HEATHER (IMPROVEDE&PUBLIC BRAD WAT R) 91 a,O / 0F+ E M SIDE YARDYMD(WIN.)-to N 3°°' :iFiJ::'.•:%rJv,-�:f':i:�4FMtn ;;•'-.:.sr�.n•:" •� TOTAL SIDEAM-35-2a' GAR gs F _ S E P2025 REAR YARD-36' fl l�0.9' 1.1'NI b 1/2, r nBa em a caMPACEm Y sANn�w�Nr-GIN CLEAN-OUT DETAIL STORMWATER / N.T.S. DRAINAGE CALCULATIONS: $ 2g48 5 �� J 9'3 I X 2 0 AREA:(Z/12•1-STORAGE RFanpFTf --_- 5.O 4+I' AN400 TREATMENT TANK S.F. 0.157' D 9ZB CUB T.RFaSTo AGE >> 3 V 2011 Lor MRFJ,-qW5.60 �- rJJ gn `^I 2°X MAIC LOT COVERAGE=7,8°]S.F.MAX COSTIN1,763 K Qt67-2928 W/LT.6 STORAGE REQUIRED �}'` 9' / �• B!•�P�,7 N.T.s. >> �'� i 5.4' v Building De EENSTING HGARAAGEFooTPwNr- 1.368 s. 292.8 C.F./42.26 CF./VF.OF 9'0 RING-E6S VF.OF 8'0 RING REO'D. •S, -_- / d(,7 �. �7' Lb 7�i'a.•Ly+,+ PROVIDE:(i)B'•K S DEEP DRAINAGE LEACHING POOL O FRONT VAR°AND �- EXISTING m m 'town d f'� ¢E l4 E 9 en FASTING COVERED PORCH- 110 SF. (1)Wo%4'DEEP DRAINAGE LEACHING co.P o REAR YARD I +� W FRAME `l�6 �Q�(� 01� TOT EASTNc - 1.763 S.F. Fat A TOTAL OF 296 OU/F'f.PROVIDED STORAGE rn > S x s• GARAGE \ 1.71KT S.F./8.036 S.F.-21.11E LOT COVERAGE SLAB 17.5' (23A APPROVED) G 18'0 x 4'1 14.6' M. A N RG PIPPLAGO) U O \ D.W. / p GAR ul m mu°m�m R ""°R"rw, SYSTEM DIMS. Lb O` --� a a 1.1 N AVG. FRONT YARD: CONTRA PANEI.� -ME O N LL LOT• F.Y.EEIBACK ED51wc R❑ta A B Z 100D-8]-1-10 -X RaauNoE _ OWES 23.5' 17.0 _ C) 1W0-81-1-8 - 4O8' 'TY 1000-07-1-] - 24S D.B. 30.5' 22.5' B7-1-8.3 - 349' Q LGA 39.0' 29.0' / \ o 'VE1f HIM,WCJIyy91PRY o----o---- LG.2 33.5' 20.5' I a'0 x 3'1 I'/s'`F miAL>B_3-,z, 3 7 p� To RAEeN)T UNT ALA�+P�R oxw,,,aE„exsrca,F,,,va o--- ------� a.s' ON GRADE EX. PATIO \�D•W// 254Y/7 LOTS-3SB• Of Pu4 , - - Rr ��pwo PATIO STEPS 35.8'AVG.FRONT YARD SETBACK O(� 1,.m R --_____P-w.rcwsE 15.0' LJ m O) CONTROL PANEL ®' '°"m WIRING DIAGRAM( ^°"�" k W R-23-0619 - N.T.s. N.T.S. CD rP 35.5' EX. I DC Q �� F •o• E F N INSTALLED w=} MACE �? + C6 I i�zQ SANITARY SYSTEM: Ew Q=Z 1 y 'tE snNc 4 BEDRODM Rm°ENCE N ..LL k 1 m-4 INSTALLED:1-ON-BITE WASTEWATER I1J Q LOCKING 7,•/. 'A' 12.5' EXISTING c q �TMo RTEDQL m �O J a.vc PIPE e°L tY HIGH 4••stR3s MIN 9 COVERS Cj��.A\, / I o T`'� 2-B.a':4.]6'x e'DEEP LEACHING GALLEYS O = P.Y.C.POE 1-1 2 STORY FRAME o o� O HOUSE PanDK EL17.5' S DWELLING I Tr; dL h 5o .75' E'DEEP AREA N M.N.Ikv PER FT. RIB MIN 1/8•PER R S MpL myAp /'' 0, y oTRl•A (n LO R• LDaaNc u ,(� ELEC. &AIR iO D.19p I..'MIN. LOCOING COVER COVER SLAB C°NiEAN 5A1D hC� \ , �t�6`�� HDSE LINE 7� ~� m SUB-FL EL 19.0' M F;o"? Q Ln O CLEAN 2.5'MAX COVERS T°OWDE 45'MIN. 1.0'WN EO MADE rn.1VEL P` /'' �� '00 4S ��' No. 4525 Li 20 (n"t<n a1T Eu].a• FL1Z25' .0 MAX 20'MAX FL1Z26' 0 �' - .- 2 s:°AA,iE SAD >i ° CONTROL ,° c0 (4 BEDROOMS) m d 14.35 INV. �66i4.7b'K f'6s14:7a':' ,n�• p�' QT PANEL -4 Il m E1.1942' INV. NV• �B DEEP LG5 L8'OEFP LG�3 m-I Uv oo A'1'_lp'Q` �Eg' /'�� I/.o• 'B' 25.0' b><.1 •4'• EL14.9Y EL14.6Y o00000 ooc000 1°0 O V• c / - PIRG o Nv. oaa==� _�� o \`�` /' �• 4 p5 D.B. azs' �FTANDATDII EL15]S EL13.1a' NV. _____� ��__� --- - -` - • - �. COVER l /1 D.B. EX. COY. PORCH O m I L I e Clf1E0 Bor.EL.1nC EL1479• T„}o Bm,¢.aaa• 9` /� // o 2D'' - 11.6' 23.0' I / 5MIN.,�YDRro W EL17.25' I \ FACE 6 WALL U)NISNRBm _ I 5.0' Y -8.0' - SpL _ _wad�_--- \ ��, 1, E,9. 13.5' WN Oars WN. O.B. uNE V STEP 4••s,w3s ItrL P.vc sTHMwr GROUND WATER__ 0 ' 1J7I I I ( 12 . FLEECED r Q CRns-arn PFEs c WAX Am1c - ET.1a5' I L.G. L / \ Q BOTTOM of LEACH, cAUEYs - ._NOTE:_ (/) t I 6• I I L.G.I 1 - - P J /�' INSTALLED R-23-0619 IDEEPI 16 I - /'� Q d .4-BEDROOM I/A OW(S V I L-J LDEEPJ B.B. CURB LLJ I O _ SANITARY SYSTEM I -I I 4=� m m : .' \J SANITARY SYSTEM PROFILE: W/AN400 oWTS v v I r sT O I I HOLE /v q EX GRAVEL I _ /,(�Y \ W N.T.S. -- / &(2) 6' DEEP V O I 150%I EX. GRAVEL P DRIVEWAY \\ LEACHING GALLEYS (Trq EXP. EL.17.25' DRIVEWAY O t I I ; 500.00, r I I L J /} B.B. CURB - � J 157.00' I W4 _ I FND n � m 1 ----- I MDN -----J -------- I o sCoVia,ry Lo4DNO - rR II FND ----�_--; _ (n GRADE - A _ -__-_ + Q �PIPE _�------�• - �. mY Panora � __ EXISTING 99.9 .�, cD J it "No le�PEI� DL TRADE EL 1735' r -- 4- IV N 1634> 'E I WATER Q J 20 1/2 O• ------ EX. OVERHEAD WIRE ___ --------- _ Ga_T m••PoLYLna a HOTS'/-46' - BmEM 9Ltt-Am(a) _, ___ Q N psmllnrnON -_-___ nox wPE - BROwNmtts (W) ___�_______________ -------------- NEW------------ NEW B.BLK. APRON 4••mR3a WN a u.2s•/-3O' --- NEW B. BLK. APRON P.V.4 POE,A EX. EDGE OF PAVEMENT MN,/e•PER Fc a£a%oA,H Ewe EX. SAND(=P, unuTY ED 21-135 POLE • •_•_•_•APPROK. EX. WATER MAIN qc - + - yZc ti w6 AV9R +^•-h;; `� , iRW KWIOLT�tlI -•-•-•-•-•-•-•-•- -h/) Q,Or , } R\i1� �Bm� rPI� BeAB/MAN m ROAD PAC W /ACED sWC BE EOUIPPmpYAII,H SOUTH HARBOR !xL �/�,�+1 4AVWM TCERANa VM Pm. END CAP HEYOAG +/ 'f'.r / DATE OF 3,//4•W ANY SEALS T1'P. D-CES a 125_/-14F gtECRON ,31 4• a i7.F - WATER n. PAEPBRDMH •p. ='T 1Sa� ,N j 1/1 7/23 NEB) SHEET// 6f EXPECTED TEST HOLE: DISTRIBUTION BOX DETAIL: MpGRONwATR E_1.2s' MG Ent.MdmAuG stoutavics 1'-10 0 SITE PLAN N.T.S. DATE a-28-�T TME to,00 AIA �p © FINAL AS-BUILT 5/14/25 PAC e 0 Ho' 1� FOR SCDHS 6/16/23 PAC f F Generated by REScheck-Web Software Compliance Certificate Project 21-135 4525 SOUTH h B.ERQcE- LACE IDENCE Energy Code: 2018 IECC Location: Southold, New York DEC 16 Construction T e: Sin le-famil �-','" `��' C�, '<<,'�• Project Type: New Construction Building Department Conditioned Floor Area: 1,693 ft2 r Town of Southold tx, Glazing Area 14% `.;'r: " 'i¢ R Climate Zone: 4 (5572 HDD) ,"v: Permit Date: tSf No Permit Number: Construction Site: Owner/Agent: Designer/Contr cto• 4525 SOUTH HARBOR RD, CHRIS GARTEN SOUTHOLD, NY 11971 GARTEN ASSOCIATES 680 Larkfield Road East Northport, New York 11731 631-754-5809 INFO@CGARTEN.COM Compliance: Passes using UAtrade-off Compliance: 8.3%Better Than Code Maximum UA: 290 Your UA: 266 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 1,368 30.0 0.0 0.034 0.026 47 36 Walls:Wood Frame, 16" o.c. 1,905 21.0 0.0 0.057 0.060 92 97 Door: Solid Door(under 50% glazing) 16 0.300 0.320 5 5 Door 1: Glass Door(over 50%glazing) 49 0.280 0.320 14 16 SHGC: 0.31 Windows:Vinyl Frame 224 0.280 0.320 63 72 SHGC: 0.31 Floor: All-Wood joist/Truss 1,368 30.0 0.0 0.033 0.047 45 64 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 requir nts liste a REScheck Inspection Checklist. Na rrL5-- I]Lie ' Sign D Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 1 of 9 r REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed direct in the REScheck software Text in the "Comments/Assumptions" column isr Iroide�d tf1 user n 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 it erii� d in a separate table, a reference to that table is provided. Section. Plans Verified Fiel l� [ 1 d Verified Pre4rispection/Plan Review Value ¢ Value Cotripl es?: Comments/Assumptions. & Req.ID 103.1, ;Construction drawings and ' ,•Y `- !tt")'' v` ❑Complies ;Requirement will be met. F::,:: 103.2 .documentation demonstrate ;;;i,b=,.,;r�;; ,�,��.•-.:,,c, ❑Does Not [PR1]1 energy code compliance for the l: . building envelope.Thermal ❑Not Observable ;envelope represented on } .,. ❑Not Applicable ;construction documents. } 103.1, ;Construction drawings and !❑Complies ;Requirement will be met. 103.2, .'documentation demonstrate I ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems _ I❑Not Observable 'Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate Icompliance with the IECC , Commercial Provisions. - 302.1, I Heating and cooling equipment is, Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 on loads calculated per ACCA Cooling: I >. Manual J or other methods Cooling: i g: ,❑Not Observable approved by the code official. Btu/hr Btu/hr i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 2 of 9 Section # Com Foundation Inspection plies? Comments/Assumptions & Req.ID 303.2.1 1,A protective covering is installed to ❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ❑Does Not gi and extends a minimum of 6 in. below ❑Not Observable ;grade. :❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]2 installed. ❑Does Not ' ] ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing,/ Rough=ln Inspection Value Value: Complies? Comments/Assumptions 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not table for values. FRl]1 ;❑Not Observable ; i41 ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- LComplies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 ❑Not Observable ; , [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ;❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance a❑Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ,❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier { ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's 4 ❑Does Not ;instructions. # ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ;.` ❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting '❑Does Not � � AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ; ;400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC rated recessed lighting fixtures, s~ S❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish 1❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable h.` :. . ❑Not Applicable 403.3.1 ;Supply and return ducts in attics s's` ., �DComplies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is f ]Does Not .C41 >= 3 inches in diameter and >— I R-6 where < 3 inches. Supply and I ❑Not Observable return ducts in other portions of r. ❑Not Applicable :the building insulated >= R-6 for � ;diameter>= 3 inches and R-4.2 I :for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter i ❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with € _ ❑Does Not y ;joints/seams compliant with ;International Mechanical Code or ❑Not Observable ; International Residential Code, as ❑Not Applicable applicable. s 403.3.5 j Building cavities are not used as ; , f . J❑Complies :Requirement will be met. [FR15]3 ;ducts or plenums. I ]EIDoes Not ❑Not Observable - ❑Not Applicable 403.4 j HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 +above 105 °F or chilled fluids ❑]Does Not _ L below 55 °F are insulated to ?R- --- 3 — ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; ❑Complies ;Requirement will be met. [FR24]1 :piping. y $❑Does Not CID) ii ❑Not Observable f ,.}❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >—R-3. ❑Does Not '❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 ;Automatic or gravity dampers are I!❑Complies ;Requirement will be met. [FR19]2 }installed on all outdoor air f {❑Does Not intakes and exhausts. f 11 ( ❑Not Observable } 4❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 5 of 9 Section. Plans Verified Field Verified 4t Insulation Inspection Complies? Comments/Assumptions' & Req:ID Value Value 303.1 tItAII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]z Sor the installed R-values ❑Does Not i ; -1 provided. ❑Not Observable ❑Not Applicable 402.1.1, ',Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ;❑Does Not table for values. [ j1]1 ❑ Steel ❑ Steel :I❑Not Observable ; ;❑Not Applicable 1 303.2, I Floor insulation installed per i ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and _ ❑Does Not [IN2]1 :in substantial contact with the { rI underside of the subfloor, or floor ` . - ❑Not Observable ; ;framing cavity insulation is in III ❑Not Applicable ;contact with the top side of I sheathing, or continuous i insulation is installed on the ; underside of floor framing and Iextends from the bottom to the ;top of all perimeter floor framing I members. . 402.1.1, ;Wall insulation R-value. If this is a:, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3)1 ;exterior,the exterior insulation ❑ Mass i❑ Mass :❑Not Observable ; (�j, :requirement applies (FR10). El Steel ❑ Steel ❑Not Applicable I 303.2 ;Wall insulation is installed per ;. �❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. - ❑Does Not ❑Not Observable - ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 TLow Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 6 of 9 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, I ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ;❑Not Observable ; ; E❑Not Applicable [FI1] I � � , ; 303.1.1.1, Ceiling insulation installed per i ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. JL]Does[FI2]1 ;Blown insulation marked every Not 1300 ft2. $$ „ E.' ❑Not Observable 3❑Not Applicable 402.2.3. IVented attics with air permeable i t' " a❑Complies ;Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. -]Not Observable I '❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 I insulation >_R-value of the :❑Does Not ;adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 Iach in Climate Zones 1-2, and I ; ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' I ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [F]27]1 idetermine air leakage with I ft2 ft2 :❑Does Not ;either: Rough-in test:Total leakage measured with a L❑Not Observable pressure differential of 0.1 inch ; ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of 1,test. Postconstruction test:Total ; leakage measured with a ; pressure differential of 0.1 inch iw.g. across the entire system ;including the manufacturer's air I handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 J cfm/100 ft2 across the system or I ft2 ; ft2 ❑Does Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; :❑Not Observable itests,verification may need to I ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F]24]1 by manufacturer at<=2% of i❑Does Not design air flow. ❑Not Observable J❑Not Applicable 403.1.1 Programmable thermostats g i❑Complies :Requirement will be met. [FI9]2 installed for control of primary ; ° 11❑Does Not heating and cooling systems and initially set by manufacturer to '❑Not Observable ; ;code specifications. 7 ❑Not Applicable ; 403.1°.2' Heat pump thermostat installed ;, El on ;Requirement will be met. [FI10]2 on heat pumps. 1❑Does Not ' ❑Not Observable ❑Not Applicable 403.5.1 !Circulating service hot water ;° 10Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ; ❑Not Observable , J❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified ' # Final Inspection"Provisions 'Complies? Comments/Assumptions' & Re .ID Value Value 403.6.1 All mechanical ventilation system flcomplies ;Requirement will be met. [FI251z fans not part of tested and listed ; Does Not HVAC equipment meet efficacy s and airflow limits per Table ; ;[]Not Observable R403.6.1. } ; ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not ;not applicable. systems have outdoor setback 1 control to lower boiler water ❑Not Observable ; temperature based on outdoor ; ❑Not Applicable 4. (temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for i circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls r automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. d 403.5.1.2 Electric heat trace systems I❑Complies ;Exception: Requirement is [F[29]2 comply with IEEE 515.1 or UL } ❑Does Not ;not applicable. 515. Controls automatically adjust the energy input to the ,❑Not Observable ; heat tracing to maintain the ( ; #❑Not Applicable desired water temperature in the f - piping 403.5.2 {Demand recirculation water } i❑Complies ;Exception: Requirement is [FI30]2 ;systems have controls that } }❑Does Not !not applicable. manage operation of the pump 11 and limit the temperature of the �. ❑Not Observable water entering the cold water _: ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA #❑Does Not 655.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ( t❑Not Applicable j individual units connected to one or two showers. Potable water- side pressure loss of drain water I heat recovery units < 2 psi for _ individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies ;RequirerTrent will be met. [FI6]1 :fixtures have high efficacy lamps I 4❑Does Not - ,❑Not Observable _ J❑Not Applicable 404.1.1 Fuel gas lighting systems have {-. ❑Complies ;Requirement will be met. [FI23]3 'no continuous pilot light. ❑Does Not 40 } ❑Not Observable ; i y❑Not Applicable 401.3Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ( I❑Does Not ❑Not Observable EINot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 8 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.31 Door _ 0.28 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 ,Manufacturer manuals for }❑Complies ;Requirement will be met. [FI18]3 I mechanical and water heating ❑Does Not !systems have been provided. 1EINot Observable , j S❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 9 of 9 _ i EMAIL: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,: GENERAL NOTES: p�v info@cgorten.com 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 WIND DESIGN I SEISMIC SUBJECT TO IDAMAGE FROM WINTER ICE SHIELD MEAN RESIDENTIAL CODE OF NEW YORK STATE. NEW ADDITIONS & RENOVATION GROUND IR FREEZIN CLIMATE - NIT - SNOW LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD INDEX ANNUAL ZONE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION IA ,� P ROJ ECT. MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS TEMP. APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MODERATE 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION 3 NAME: SAS S O RESIDENCE 20 P.S.F. 130 NO NO YES B SEVERE 3i6' TO HEAVY 11' YES N/A 510 51' 4A MANUAL J DESIGN CRITERIA INDOOR OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. ty. ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRRECTION FACTOR DESIGN DESIGN HEATING 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. ADDRESS: 4 525 SOUTH HARBOR ROAD HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, 15.0 FT. 41' N 15' F 86' F 1.100 70' F 75' F 55' F COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME S O U T H O L D N Y 11971 VELOCITY VELOCITY COOLING WIND WIND COINCIDENT WET WINTER SUMMER PRIOR TO COMMENCING WITH WORK. DAILY RANGE f TEMPERATURE DIFFERENCE BULB HUMIDITY HUMIDITY HEATING COOLING 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE (- INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE 11' F 15 MPH 7.5 MPH 72' F MEDIUIM (M) 40Y 32 GR ® 5DY RH RESIDENTIAL CODE OF N.Y.S. r , 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH c �J P10 DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. W 1. ALL CONSTRUCTION SHALL. CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION.. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED B. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS r r� CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND "THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND AT ALL TIMES. v m >_ 0) ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT) SHALLL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS THE FOLLOWING AMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF g• CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. I- Of Z C) 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS;. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE ry 0 I- � MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS J FOR BUILDINGS AND OTHER :STRUCTURES BY THE AWERICAN SOCIETY OF CIVIL IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 S30UARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE A LL_I - _w 0 I CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, O d' ENGINEERS" AND ARE AS FOLLOWS: M2) OF UNDER-FLOOR SPACE AREA, R408.2 OPENINGS FOR UNDER-FLOOR R608.9(1) THROUGH R608.9(4). CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALI111ES RECOGNIZED UNDER = � � � FIRST FLOOR 40 LEIS. LL, + 10 LBS. DL. 50 LBS / S.F. TOTAL LOAD AND EACH PANE IN MULTIPLE GLAZING. SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT - THOSE STANDARDS. _ y r EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE SECOND FLOOR 30 LEIS. LL., + 10 LBS. DL. := 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. LESS THAN 1 SQUARE FOOT 0.0929 M2 FOR EACH 150 SQUARE FEET 14 M2 OF R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT FRAMED Q ( ) 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE 0 J 0 r ATTIC (UNINHABLE) 20 L65. LL, + 10 LBS. DL. = 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER UNDER-FLOOR AREAk. CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK ;SHALL BE REPORTED U o 1*1) AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN PROMPTLY TO THE ARCHITECT. I- O Z c0 ROOF 45 LBS. LL., + 20 LBS. DL == 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL R408.4 ACCESS. ACCCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF 00 STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH - Cr (0 M R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. ACCESS OPENINGS TFHROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9(9) AND R608.9(10). MAY BE REQUIRED. ry Q CHAPTER 3-BUILDING PLANNING BY 24 INCHES 457 MM BY 61 O MM 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTAT11ON'S, SAFEGUARDS, ETC., EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( )• R301.1 APPLICATION. BUILDINGS AND STRUCTURES, HAND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. w STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS CHAPTER 7 WALL COVERING U CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHIITECT IN WRITING FOR LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC APPROVAL. LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS R502.1.1.1 PRESERVATIVE;-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE IDENTIFIED AS REQUIRED IBY SECTION R317.2. INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF R502.1.1.2 END-JOINTED I LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA(. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND ALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF OR MORE SLEEPING ROOMS AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OOF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN MATERIAR702.3.1LS MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS THEREOF SHALL ONE THIS CODE USING THE ULTIMATE DESIGN WIND SPEEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, WELL AS PERMANENT CONSTRUCTION. DETERMINED FROM FIGURE R301.2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION •HEAT-RESISSTANT ADHESIVE'OR 'HRA•INCLUDED IN ITS GRADE MARK. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 ANDR502.1.2 PREFABRICATED)WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS 16. THE ARCHITECT SHALL BE NOTIFIED ANY UNFORESEEN SUBGRADE, PHYSICAL CONDI DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED TED ON THE SURVEY OR PLAN. NO WORK SHAULIL PROCEED UNTIL SAME IS R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLIAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED PREFABRICATED WOOD I- JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM SECTION. ADDRESSED AND RESOLVED. WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE LAZED OPENING PROTECTION FOR WINDBORNE DEBBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUCTURAL GLLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES Willi THAT AS INDICATED ON THESE G AND IDENTIFIED AS REQUIREDD IN ANSI A190.1, ANSI 117 AND ASTM D3737. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR REQUIREMENTS OF THE LARGE MISSILE TST OF ASTW E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. CONFORM TO ASTM C6464. MODIFIED IN SECTION 301.21.1.2.1. GARAGE DOOR GLAAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL R502.3.3 FLOOR CANNIILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 9 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN NOMINAL DEPTH OF THE WOOD FLOOR JOIST. R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO IMPACT-RESISTING STANDARD OR ANSI/DASMA 115.. IMPERVIOUSMOISTURE BARRIER. I ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS OPENING AND PENETRATFION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO R502.8 CUTTING, DRRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. R302.5 DWELLING GARAGE )PEN NOT BE CUT, BORED) OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2)• DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8. AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS AND THE RESIDENCE SHALL BE EQUIPPED) WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OFF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE ARE TO PROVIDE SAMPLES FOR APPROVAL. NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TTRIMMER JOISTS. MANUFACTURER'S RECOMMENDATIONS. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. OR 20 MINUTE FIRE-RATED DOORS, EQUIIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 21. FA THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE CLOSING DEVICE. CONSTRUCTED IN A(NCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL. SATISFACTION OF THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 332. FLOORS SHALL. BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE 6, 7, 8 AND MARINE 4. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE (GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS, SEE SECTION R403.1.8). 22 AS REQUIRED BY TABLE R302.6. OPENINGS IN GAR)AGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A . THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE F GYPSUM BOARD !SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE AULDI OCCATEUR PRECAUTIONS TI SECTION R302.5. ATTACHMENT 0 R507.2 MATERIALS. MAl1E:RIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TiABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. RHIS50 SECTION. ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO 1THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. R507.2.1 WOOD MATEERIALS. WOOD MATERIALS SHALL BE N0. 2 GRADE OR BETTER R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS LUMBER, P RESERVATTI VE-TREATED IN ACCORDANCE WITH SECTION R317, OR R703.3.1.1, SECTION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-O' O.C. ALONG RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH APPROVED, NATURALLLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE INSTRUCTIONS. WALL SPACES AND NOT MORE MORE THAN 6'-O" FROM THE CORNER OF A WALL OPEM)ING. IN ADDITION, ANY - R302.7 UNDER-STAIR PROTI=CTION. ENCLOSED SPACCE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE ISOLATED WALL THAT IS 2'-O' IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCESS PANEL SHALL HHAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISIURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL SURFACE AND ANY SOFFITS PROTECTED ON THE EMICLOSED SIDE WITH 1/2-INCH REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND 3'-0' MIN. BELOW FINISHED GRADE. WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS of THE LOCAL UTILITY COMIPANY. ALL ELECTRICAL (12.7 MM) GYPSUM BOARD. OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC CCOMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC: COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTII-N AND CERTIFICATE MUST CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, AND HANDRAILS SHAALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND FOLLOWING LOCATIONS: BE OBTAINED AFTER COMPLETION. CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONNS R302.9.1 THROUGH R302.9.4. THIS SECTION. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT Of AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EMERGENCY ESCAPE AND REscuE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DDEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH R302.10 FLAME SPREAD INDEX AND SMOKE-DEVEL(DPED INDEX FOR INSULATION. BASEMENT. PERCENT OF MAXIMUM DENSITY. SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. SECTION 7032 FOR SUBSEQUENT DRAINAGE FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN 5.R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON . . ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. EXCEPTIONS: CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. R507.5 DECK BEAM. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS CHAPTER 8KOOF-CEILING CONSTRUCTION R302.11 FIREBLOCKING. FIRE:BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WTH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R?507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM 0 RESCUE OPENING. STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FA�STNED WITH TWO ROWS OF 10D (3-INCH of 0.128-INCH) R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A s^ O CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION `'' 1. IN CONCEALED SPACE'S OF STUD WALLS AND) PARTITIONS, INCLUDING FURRED 2• AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACEWATER AWAY FROM FOUNDATION WALLS. THE GRADE NAILS MINIMUM AT 1D INCHES CANTILEVER MM) ON CENTER ALONG EACH EDGE. BEAMS DIAMETER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION SPACES AND PARALLEL ROWS OF STUDS OR STAGCGERED STUDS, AS FOLLOWS: EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. SHALL FAIL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3048 MM). BODY THAT COMPLIES WITH DOC PS 20. a 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVVELS. 7.ALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE PITH SECTION ALLOWABLE BEAM S6PAN. 11 Q:� 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDINCG 10 FEET (3048 MM). R403/11FOOTINGS AND SECTION R404/FOUNDA1ION WALLS R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS 0 (\ 8. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. R507.9.1.1 LEDG6ER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND REFLECTIVE •V" - TYPE m m OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE 2-INCH BY 8-LATCH (51 MM BY 203 MM) NOMINAL, NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. - WHITE W T- FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED CONSTRUCTION 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AIT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER CLASSIFICATION U Q T_ ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECT1nON R302.7. PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE REFLECTIVE z = 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES; AND WIRES AT CEILING AND FLOOR OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP Of THE BASEMENT FLooR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURRABLE, NO. 2 GRADE OR BETTER LUMBER. LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN RED "FR" - FLOOIR AND ROOF W SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT DEPTH THAN THE CUT END OF THE RAFTER. PANTONE #187 FRAMING MEMIBERS COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SMALL NOT BE REQUIRED TO MEET THE PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JODIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A A 0 = z ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED MINIMUM 2-INCH-NCOMINAL 51 MM SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FlREPLACE_S, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL ( )� � R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELWNG IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES 813 MM WHERE LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM of 241 MM) DIMENSIONAL, 1�2� W DWELLING UNIT SEPARATION. ( ) GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL DOUGLAS FIR OR BE=TIER, LAMINATED VENEER LUMBER. THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE STROKE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR BE ASSUMED. R602.3(1). ry 0 1 R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE CHAPTER 6 - WAALL CONSTRUCTION TRUSS SIGN DETAIL: (f) 0 REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT' 0 = THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2 1 SHALL BE THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTFACHED � LI� � PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH HT GRADE R6 ARK SARAN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. To A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 IMICHES () N D AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION (16 MM) WOOD FRAMING E PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LASS THAN AGENCY AND HAVvE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING; Q Ln O OF THE FLOOR FRAMING MEMBER. R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A (� � (n EXCEPTION WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPDLIES WITH DOC PS 20. SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL MAY BE A PERMANENT NON-FADING STICKER OR DECAL. SIGNS NOT DIFRECTLY COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING„ BY 254 MM) NOMINAL DIMENSION, OR OTHER APPRIOVED FLOOR ASSEMBLIES OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTL DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY URAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED WEATHER RESISTANT MATERIAL. DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BBE MANUFACTURED AND IDENTIFIED AS REQUIRED IN 3-INCH (25 MM BY 76 MM) STRIP NAILED ACROSS THE RAFTERS FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANS31 117 AND ASTM D3737. R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHAALL HAVE AN AGGREGATE GLAZING INCHES 38 MM LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). ( ) R602.1.6 CROSS-FLAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOOR AREA OF SUCH ROOMS. THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF OPENABLE AREA TO THE OUTDOORS SHALL BE NOTT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1(2) 320 CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSITUTE(AC). R602.3 DESIGN ANND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). 11- 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4' COARSE AGGREGATE) HAVING A MINIMUM CONSTRUCTION SF•HALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE /: I /,` REQUIRED BY SECTION R310 AND A WHOLE-HOUSE: MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS STRENGTH OF 3000 PSI AT 28 DAYS. WITH THE PROVISWONS OF THIS CHAPTER AND FIGURES R602.3(1) AND ( ',- _ 3. REIS AND G BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE EXTERIOR WALLS ;SHALL BE FASTENED IN ACCORDANCE WITH TABLES DESIGN CRITERIA. -' SYSTEM IS INSTALLED IN ACCORDANCE WITH SEC11(ON M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN i ACCORDANCE WITH AWC NOS. COMPONENTS OF � 1^ 2. THE GLAZED AREAS 'NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGGH R602.3(4). WALL SHEATHING SHALL BE FASTENED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 / , SEP AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A SHEETS ONLY DIRECTLY TO FRAMMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR ;. I CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SIDE OF AN EXTEF.RIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND LIVE LOADS: 2 ��$ / HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL � THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM PRESSURES EXLISTECD IN TABLE R30LL BE1 C ADJUSTED FOR HEIGHT AND (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS) a... BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL R303.3 BATHROOMS. BATHROOMS, WATER CLOSET (COMPARTMENTS AND OTHER LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE 1 SIMILAR ROOMS SHALL BE (PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED REQUIREMENTS OF7 TABLE R602.3(3). WALL SHEATHING USED ONLY FOR . EXTERIOR BALCONIES 60 P.S.F. S OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION 2. DECKS - 40 P.S.F. OPENABLE. EXCEPTION: THE: GLAZED AREAS SHALL. NOT BE REQUIRED WHERE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL R703. 3. ATTICS WITHOUT STORAGE = 10 P.S.F. ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). 4. ATTICS WITH STORAGE = 20 P.S.F. LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND 5. SLEEPING ROOMS = 30 P.S.F. 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). M1505. EXHAUST AIR FROM THE SPACE SHALT BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE 6. ROOMS -TREK THAN SLEEPING ROOMS = 4o P.S.F. [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A 7. STAIRS 40 P.S.F. I- [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATTE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS B. GUARDRAILS AND HANDRAILS = 200 P.S.F. L LJ PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIOMIS WITH BEARING PARTITIONS. LJ_I TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND DEAD LOADS: = z LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 R602.7.5 SUPPORTTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON O RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER 1. TYP. ASPHALT ROOF SHINGLE - 15 P.S.F. z AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX [NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE FRAMING ANCHOR'S IN ACCORDANCE WITH TABLE R602.7(1) OR 1A. TYP. WOOD SHINGLE ROOF = 15 P.S.F. OR MORE RISERS. OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS R602.7(2). 2. TYP. HARDWOOD FLOOR = 14 P.S.F. W/ 1/2' GYP. BD. = 16 P.S.F. z _jLLJ L;_i ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL EXTEND NOT LESS THAN 7 INCHES 178 MM INTO CONCRETE OR GROUTED J J EXCEPTIONS: ( ) R606.2.1 CONCRETFE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL Q I- U SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. 1. A SWITCH IS NOT REQUIRED WHERE REMOTE„ CENTRAL OR AUTOMATIC CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE � CONTROL OF LIGHTING IS PROVIDED. MANUFACTURERS INSTRUCTIONS. 4. TYP. CEILING = 12 P.S.F. UO EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73� FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR � ~' 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS MOT SUPPLIED WITH ELECTRICAL R314.3 EXCEPTION: LOCATION. SMOKE ALARMS SHALL UI INSTALLED IN THE FOLLOWING LOCATIONS: TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED 5. TYP. EXT. BALCONY = 17 P.S.F. POWER IN ACCORDANCE WITH SECTION E3401.2.1. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR 6. TYP. DECK = 11 P.S.F. 1. IN EACH SLEEPING ROOM. CONCRETE FACING BRICK. 7. TYP. INTERIOR WALL = 10 P.S.F. MM OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ,..�-_._._..� R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SECTION. R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND 8. TYP. EXTERIOR WALL = 15 P.S.F. -, - ,_.F_� \ LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION :�, .-;; 21 - 13 5 EXCEPTION: KITCHENS. ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. c_. ALLOWABLE DEFLECTION OF R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN /�.�C� `. r << \ (2134 MM) IN ANY HORIZONTAL DIMENSION ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA R608.5.1 CONCRETEE AND MATERIALS FOR CONCRETE. MATERIALS USED IN STRUCTURAL MEMBERS /� � ' ; � % ")1` EXCEPTION: KITCHENS. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO AS PER 2020 N.Y.S.R.C. TABLE R-301.7 I . � ' � J P A C THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. I_:_.. :.� � ,r I R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. STRUCTURAL MEMBER ALLOWABLE �� F - G LESS THAN 5 FEET 1524 MM OR A FURRED CEILING OM THAT CONTAINS A BATHTUB OR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS DEFLECTION \ �, c_,. __, I' CEILING MEASURING ( ) FROM THE DOOR OR OPENING OF A BATHROOM MEASURING LESS THAN 7 FEET (2134 MM) FROM 1THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. R608.8.2 LINTELS.. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS ` � DATE EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. RAFTERS HAVING SLOPES L/18o \` ;/'_ do, 1g,;,gg / \ ,, FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. GREATER THAN 3/12 WITH NO 1 O 18 2 3 R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION FINISHED CEILING ATTACHED \`,' I 1 / / R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE ,, R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT TO RAFTERS ,_, ' P." "I AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS LIGHT-FRAMED FLLOOR, CEILING AND ROOF SYSTEMS TO INTERIOR WALLS AND PARTITIONS H 180 -`-` BASEMENTS CONTAINING THESE SPACES SHALL HAWE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. USED AND NOT LESS THAN 6 INCHES (152MM) ELSEWHERE. CONCRETE WALLS; IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH FLOORS AND PLASTERED CEILINGS L 360 SHEET LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS R608.9(12) SHALLL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON ALL OTHER STRUCTURAL MEMBERS L 240 SHALL HAVE A CEILING HEIGHT OF NOT LESS THANI 6 FEET 8 INCHES (2032 MM). BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN EXTERIOR WALLS WITH PLASTER OR L/360 THE CONCRETE. B30LTS AND THREADED RODS SHALL COMPLY WITH STUCCO FINISH Q REVISED 6/18/24 PAC SECTION R608.5.22.2 EXTERIOR WALLS - WIND LOADS WITH L/240 BRITTLE FINISHES EXTERIOR WALLS - WIND LOADS WITH L/120 1Q REVISED 12/15/23 PAC FLEXIBLE FINISHES 1 8 LEGEND: EMAIL: EXISTING WALL TO REMAIN info@cgorten.com 3 NEW P.C. WALL TO BE CONSTRUCTED NEW CONC. BLOCK WALL TO BE CONSTRUCTED DROP TOP OF CONC. ( EL. —0'-0") S — _ EXISTING WALL TO BE REMOVED Bi SECTION SECTION MARK 1 SHEET # z � 2 DETAIL # DETAIL SHEET # ry U Q O SMOKE DETECTOR Ev 0 � CARBON MONOXIDE / SMOKE I— } CD ® DETECTOR COMBINATION N Q Z Do LJ— F— L_B.P. BEARING POINT POST ABOVE w LJ O ■ POST BELOW S = Y o- B.P. ■ BEARING POINT POST ABOVE do BELOW Q l _I B.F. BOTTOM OF FOOTING ELEVATION I— U O Z CD 00 T.F. TOP OF FOOTING ELEVATION N co � T.S. TOP OF WALL SHELF ELEVATION /v L� Q T.W. TOP OF WALL ELEVATION Z Q LLI U 13'-2" 14'-0" 13'-2" 23'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING SLAB ON GRADE TO BE REMOVED EXISTING FLOOR STRUCTURE TO BE RECONSTRUCTED 11'-4" 11'-4" EX. TO BE REMOVED EX. TO BE REMOVED - — — — FTF I I III l;_l I I I I IIII'il I I o I EX. SCREENED� IIII o— PORCH FLOOR m ABOVE TO BE o m IIII EX• x w � SCREENED 'll o Qr REMOVED I w ii PORCH o m o m III 'I'� o l l III Lj I F= Di 1 cYi EX. -- io EX. CELLAR I I I I EX. CONC. BLOCK , j `� EX. CELLAR j EX, F STAIR TO FOUNDATION O STAIR TO BATH I *on CO REMAIN I I I EX. WALL TO BE I w REMAIN MUD I CELLAR CUT-BACK & 1` m m -� OOM � m p I I I REMOVED o - _ - - - o Q I w x 0 - -- - -- - -- - - - - - - - - - - - J L - - - - - - -- — -1 - -- - - -- - --- - - _ = - --- -- - -- -- -1 -I- - - -- - - - cli II I I II I U Q Li LJ o I I W �— 1 EX. �, �� Q I I I I zo a, wm EX. I I o (n I— ci I rr F- � " I Str LAB I I I I I BEDROOM2 EX. EX. w W D p c z I I NOTE: REMOVE TOP (4) DINING I� O 11 2i m I I TO BE REMOVED COURSES OF BLOCK DOWN I I J m F u KITCHEN m (n 0 M 0 J I I TO PROPOSED CRAWL I I J N Q = LL. SPACE, FILL CELLS SOLID I I a o x o a'. I AT ALL POSTS > Z o ~ w I I — I III o ~ � L( ~ z; F i I I I I I 0 � LII � � illl � � � N � �� x I I I I I W M I III I I , ,� U) d- O �w. I L t I T_ LINE OF EX. � I - - -- -- -- - - - ' RCELLAR FOUNDATION WALLS o oL (EX o .F.) N w o F BELOW TO REMAIN oCG HT.) EX. P.C. SLAB 10I _ _ X. CONC. BLOCK l - FOUNDATION I I I I EX. I m F WALL TO BE I I I O ! F REMOVED I I I I CRAWL i o x I I - I I' x I SPACE a w i I III w I I I (TO BE RECONSTRUCTED) EX. CONC. BLOCK DEMOLITION NOTE: I F X FOUNDATION WALL EXISTING ROOF EXISTING WITHOUT A FOOTING TO �, CEILINGS, EXISTING WALLS AND �{ EX. LIVING ROOM °' I I I BE REMOVED FLOOR FINISHES TO BE IIII BEDROOM 1 I � REMOVED DOWN TO EXISTINGE I I I I I SUB-FLOOR. L- III (n I - - - - - � i I I I AREA OF EXISTING SUB-FLOOR � I I I L - - - - - - - - - - - - - J (HATCHED AREA) TO BE / i I — — t �. EX. CONC. BLOCK I REMOVED & REPLACED W I Q CI FOUNDATION WALL NEW 2 x 8 FJ 'S ® 16" O.C. -1 . . WITHOUT A FOOTING TO II BE REMOVED I n- I v� o ;a. ci I I I 41 - -- -- - - - - --- - - - -- -- --- - - -- --- -- _ 0 II ~ \ J z 0 w J Q W U o p V) 13'-2" 14'-0" 13'-2" 20'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING FLOOR STRUCTURE TO BE RECONSTRUCTED 21 - 135 PAC 1` _.- - ,..i' DATE FIRST FLOOR DEMO PLAN �` , '="= 10 18 23 FOUNDATION DEMO PLAN - / / 1/4"=1'-O" 664 S.F. EXISTING LIVING AREA TO BE REMOVED TO EX. SUB-FL. SHEET# ( EX. SUB-FL. & FLOOR JOISTS TO BE RECONSTRUCTED ) 194 S.F. EXISTING LIVING AREA TO BE REMOVED REVISED 6/18/24 PAC 2 115 S.F. EXISTING SCREENED PORCH AREA TO BE REMOVED !� REVISED 12/15/23 PAC 8 i EMAIL: info@cgarten.com NEW U.L. RATED FLUE PIPES FROM TYPICAL VERTICAL BOARD & H.W. HTR. & BATTEN SIDING AS SELECTED F.P. TYP. 0j BY OWNER TYP. RIDGE VENT N 12 - - - - - -- L1J m - ® BOT. OF HDR. PROPOSED - - -- - ® UPPER WINDOW I_ U ROOF leyr 12 DORMER V-0 - 5 FALSE WINDOWS - 18210 10 " CD L1J Q O.H. - - - -- -- -- Z 00 u 12 5/4 TRIM - - - - - --- - - w � O d 1 x 6 RAKE BD. W/ 1 I / 12 AROUND WINDOWS - -- B® WINDOW _ = Y 2 L0 x 4 FRIEZE BD. TYP. I I - -- - i 12 STANDING SEAM 18z10 a Q 0 CONCEALED ALUMINUM I O U CD O 12 ALUMINUM ROOF Aw251 Aw2st Aw251 / STANDING SEAM •- � O Z cD STEP FLASHING OVER - 2 PANELS ® PORCH / ALUMINUM ROOF o ICE SHIELD TYP. _5 - BOT. OF CLG. JOISTS PANELS Q BOT. OF CLG. JOISTS I ® KITCHEN - _ W TOP OF PLATE _ TOP OF PLT. TO U ® KITCHEN --_ - M P OF PLT. - --- -_ TOP OF PORCH GIRDERS —_ V-4" 1''-4" 18., O.H. 1 -4 BOT. OF HDR.'S - _ FLYING FLLYING GABLE GAABLE Li z1t (A Lj � O - 3070 \ cn a 0 TYPICAL HORIZONTAL N a a, a LAP SIDING W/ ±7" b j ao 5/4 x 4 CORNER BD. I j NEW 4x4 ACQ PORCH 1 O a POST W/ 1 x AZEK - EXPOSURE AS N °' a & IM W/ CAP TRIM BASE TW26h10LJ- 3] MULLED F77 -_ _.. TW210410 Tw2tohlo SELECTED BY OWNER ( TYP. FOR 3 ) TOP OF SUB-FL. TOP OF D TOP OF SUB-FL. TOP OF SUB-FL. LANDING '- TOP OF FOUND. WALL _ STOP OF SLAB '- TOP OF TOP OF FOUND. WALL PORCH WALLS o J I I I I PATIO / PORCH BLUESTONE - - AS SELECTED BY OWNER o O GALVANIZED METAL o , O 0 AREAWAY TYP. o TOP OF FTG. I TOP OF FTG. - - - - - - - - - - - i ,I - - - - - - - - � TOP OF FTG. - � - � i �- - - - - - - - - - - - - - - - - - - - - -- - - T - - - - - - - - - I I TYPICAL ROOFING: I I - — � - -� — — — — — — — — — — — — — JI -- -- -- -- -- -- -- -- -- -- -- -- -- -- — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - � HIGH DEFINITION ASPG.A.F. TMBERLINE HALT"R OFINGLIFETIME WINDIOWS & DOORS: � _ - - - 1 - - - - - - - - - - - - - �_ J SHINGLES W/ LIFETIME WARRANTEE. THE FOLLCOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED COLOR: AS SELECTED BY OWNER THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE CODDE. THE 2020 RESIDENTIAL CODE OF N.Y.S. LEFTSIDE ELEVATION TYPICAL HORIZONTAL SIDING: 1. WINDOWS 1WILL BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG WINDOWS WITH 2 OVER FRONT ELEVATION 2 DIVIDED 1 LITE AS SHOWN WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 1/4"=1'-0" (NORTH) HORIZONTAL SIDING W/ 7" EXPOSURE. 0.30 (.32 MAX.) / SHGC OF 0.28 AND A PERFORMANCE RATING OF DP 30 MIN. 1/q"-1'-�" (WEST) COLOR: AS SELECTED BY OWNER W/ INTERIOR (COLOR: WHITE EXTERIOR COLOR: BLACK - MATCHING CORNERS AND WHITE SOFFITS, 2, PATIO DOCORS WILL BE ANDERSEN A-SERIES GLIDING DOOR WITH HIGH FASCIA, TRIM, & ACCESSORIES PERFORMA4NCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 AND A PERFORMA4NCE RATING OF DP 30 MIN. Q TYPICAL BOARD & BATTEN SIDING: INTERIOR (COLOR: WHITE EXTERIOR COLOR: BLACK Q 3. ENTRANCE_ DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN O "HARDIEPANEL" SHEETS W/ 1 1/4" WIDE COMPLIANOCE WITH MANUFACTURERS REQUIREMENTS. AZEK BATTENS ® 12" O.C. COLOR: WHITE W/ MATCHING CORNERS AND WHITE SOFFITS, FASCIA, TRIM, & ACCESSORIES a 0 � TYPICAL EXTERIOR TRIM: m ALL EXPOSED TRIM TO BE AZEK OR NEW U.L. U Q VERSATEX & PAINTED WHITE RATED FLUE z PIPE TYP. b Z Li TOP OF ROOF 0 w Q 12 0 a 4 --- - --_ - TOP OF � Lc) � -12-- - -_ ------ - - LOWER RIDGE N - 12 — __-- ---- - — _ Q In O - TOP OF PLT. -_-- - - - (f) It (f) - _ - V_0„ - O.H. BOT. OF HDR.'S FLYING - GABLE: _ -,r�r- PROPOSED -- - - - - -- - = - BOT. OF C.J.'S LINE OF GABLE --- -- -- --- A31 TEMP' - o ® GREAT ROOM WALL BEYOND I__ N TYPICAL HORIZONTAL -- -- --- - a LAP SIDING W/ t7" j I j EXPOSURE AS = 0o a n SELECTED BY OWNER - _ CONCEALED ALUMINUM O TW26410 - 3 LMU LED STEP FLASHING OVER oo m i ICE SHIELD TYP. I 0 - - -- -- ---- F N N o TOP OF SUB-FL. _ TOP OF PLT. - 0 TOP OF PLT. - - - - - - ------- TOP OF PLT. IL 0 O N N O 1'-4_ " _ a 1, 4.. a a BOT. OF HDR.'S FLYING BOT. OF HDR.'S FLYING FLYING 807. OF HDR.'S � a GABLE LA_ -- rFf 11H GABLE GABLE `p A51 A31 TEMP. A51 TYPICAL HORIZONTAL W w \ N _ LAP SIDING W/ t7" \ cn a EXPOSURE AS a N 1 x 4 FRIEZE BD. LU 4PI FG P 120611 N \ a o 1 x 4 FRIEZE: BD. o SELECTED BY OWNER j O L �_ o O 0 a N 5/4 x 4 CASING ° i' N rn °' (n AROUND WINDOWS TW210410 - 2 LTW10 - 3 MULLED z II & DOORS TYPICAL O �- TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. Q (MATCH EXISTING) Z . _ . _ . . _ . _ . _ . _ . _ . — . _ ._ W ' w J _ TOP OF LANDING TOP OF FOUND. WALL Q __I U TOP OF WALL 0 Lv (n 0 o I . EX. GRADE 0 - - - I - - - ,I i\I a- J " WINDOW WELL .o6 2 w (TYP. FOR 7) NOTE REMOVABLE CX135 ALL EXT. SCONCES NOTE: pIEGRESS� o a n TOP OF FTG. 1B OUTLET TOP OF FTG. a o 1- LIGHTING FRONT & REAR2 .. ..,:�.. 135 \\ - 11 O REQ'D 0 EA. EGRESS GRADE ACCESSi a — ,- - - - - - - - - - - - - - - - - - - - - - - - - DOOR AS PER N.Y.S.R.C. AS PERN.Y.S.R .C.7 F - - - — — — — — — — — — — — — - - - - - - - - - - - - - E-3903. . 00 STEP FTG. ` DRAWN BY AS REQ'D. MAXTOPI_. I I — J PAC ` t TOP OF EX. CELLAR FTG. 30' OF-SLAB � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - == -= - - �- -�- - - - - � TYPICAL L_ — Z - - - - - - - - � � - - - - - - - - � ��,, DATE STEP FOOTING r0. .fn✓ 10/18/23 i"fir_ I \ ---� SHEET# RIGHT SIDE ELEVATION REAR ELEVATION 0 REVISED 6/18/24 PAC 3 (SOUTH) 1/4"=1'-0" (EAST) 10 REVISED 12/15/23 PAC 8 I _ I NEW 2 x 8 F.J.'S EMAIL: AS PER PLAN LEGEND: info@cgorten.com 4x POST SIMIUAR CONCRETE NEW 4" P.C. SLAB BOND BM. REMOVABLE EXISTING WALL TO REMAIN CORNER HOLDOWN PI�E�� 3/4" x 12" HDR. ALUMINUM 6x6 W.W.M. SIMPSON # STHD14R,I �10Ri1 BLUESTONE GRATE TYP. STRAP TIE: P TOP OF PATIO NEW P.C. WALL TO BE CONSTRUCTED NAILS MIN. 1 1/2" BORDER —.— — _ 2" CLEAN END DISTANCE FROM W.W.M. o T.W. / (2) 2x6 PLT. ii GRADE SAND TYPICAL NEW FOUNDATION WALL: EDGE OF STUDS NEW CONC. BLOCK WALL To BE CONSTRUCTED 38-16D SINKER N i 16 ° 8" P.C. FOUNDATION WALL x 3'-10" HIGH W/ (2) 2 x 6 S DROP TOP OF CONC. ( EL. -0'-0") 2-2x6 ACQ PLATE — BOT. OF BOND BM. — • L ° ° CONTINUOUS ACQ SILL PLATE ON 16" W x 8" D. P.C.P C R 5p 010 ° o o FOOTING & 2" x 4" KEYWAY & (2) #5 REBARS. d APAXIA - L_ _. __l EXISTING WALL TO BE REMOVED , N N a e +� / �° °x .x _ ��/��/��/��/��/��/;l/� ,/��/� TYPICAL NEW ANCHOR BOLT: B LjjSECTION SECTION MARK z ° 4, o Z 2 x 10 ACQ CX135 ACQ 7 SHEET # LLJ ° 6-MIL. VAPOR BARRIER 5/8" DIAM. x 12" HOT DIPPED GALVANIZED 30" MIN. ° o i�I/ - a ° a a Q FRAME RIPPED LADDER OVER 4" GRAVEL FOUNDATION ANCHOR BOLTS W/ HOT DIPPED / odONE #4 00 = a �' TO 8" AROUND GALVANIZED PLATE WASHERS 3"x3"x3/16" ® 33" O.C. 2 DETAIL # �J REBAR LENGTH d ° a s O M.D. CX135 & MAXIMUM 1'-O" O.C. FROM CORNERS. W/ MIN. 7" DETAIL 5/8" DIAM. ANCHOR BOLT--/ ° ° REBAR IN i7 U EMBEDMENT. 2 SHEET # Q SHEAR CONE Q I R.O.= 2'-8" W. W/ 7" MIN. EMBEDMENT (12" MIN. d W INTO FOUNDATION ° +/2^ IN. REBAR LENGTH) 4„ 8„ 1 x 3'-5 1/2" H. MIN. a P.C. SLAB DETAIL O SMOKE' DETECTOR CD CD FROM �— O CORN R r „ , n 00 1/2 =1 -0 ®cl) DETECTOR COMBNATICARBON MONOXIDE ONMOKE _j F- ,2. j2 P.C. HAUNCH SLAB T.W. ® = W z GRAVEL ' CL LC) B.P. BEARING POINT POST ABOVE O N Cy MASONRY oo - = Y OF A.B. OF A.B. U X L7 ° ° NEW 8" P.C. _ DETAIL C� PATIO ° ° FOUNDATION Q OPENING Q w Q POST BELOW F-- 0) 0 a a WALL ■B'P' BEARING POINT POST ABOVE & BELOW O U J O CORNER HOLDOWN C� 1"_1,_0„ N N `� ° ° 48'-0" OVERALL co 00 DAMPROOFING PROPOSED B.F. BOTTOM OF FOOTING ELEVATION (� z RIM JOIST DETAIL a BELOW GRADE CO v TYPICAL 12'-6' 17'-4" 1$'-2" T.F. TOP OF FOOTING ELEVATION Q A N T.O. SLAB PROPOSED ADDITION PROPOSED ADDITION EXISTING WALL TO BE RECONSTRUCTED T.S. TOP OF WALL SHELF ELEVATION Q L� [� N.T.S. _.'_.'— ° ° a T.W. TOP OF WALL ELEVATION 1 T.O. P.C. FTG. a a a a 3'-0°" 9'-6" 2'_8" 13'-0" 6'-1" 3'-4" M.O. 10'-5" PROPOSED LANDING T.W. -3'-9" — — — — — — 8" 11'-8" 8" 4'-8" 6'-2" 9'-0" EGRESS WIND 0 W / PROPOSED EGRESS AREAWAY 8" 4'-10" 8" 2 AREAWAY DETAIL I LINE OF 4" P.C. PATIO (2) 2 x 6 ACQ SILL PLT. DOOR SILL OVER 4 1/2"=1 -�� 1 6 6 6 HAUNCH SLAB rB /C SLAB ON DPERIMETER W/ COPPER TERMITE r-L.C.C. DOOR PAN OVER ( I NEW 4x4 ACQ PORCH POST I SHIELD OVER STYROFOAM ICE-SHIELD FLASHING I W/ 1x TRIM W/ CAP & SILL SEALER BASE ( TYP. FOR 3) NE ST FINISHED FLOORING ►CE SHIELD PITCH -1/8" I 3/4- MORTAR BE I — — — — — - — — — — — — — — — — — — — — — — — — — — — — — ---- — — FLASHING I I r -- 3/4- SUB-FL. PER FT. TOP OF TOP OF SUB-FL. 1 ACQ LADDER ON WALL ---------- I -—-—-—-—-—- I BLUESTONE"/ PROTECT WOOD IN SUB—FL. P.C. STEP 2" OF 1'-4" CONTACT WITH BLUESTONE I I TREAD TOP OF P.C. SLAB I I TREAD ABOVE CONCRETE W/ DROP TOP OF AREAWAY I 2 x 8 F.J.'S ® 16" O.C. PAVERS — ® HOUSE ON t3/4" -------- = 1 ICE-SHIELD FLASHING — 4 WALLS -4" FROM TOP OF ------ ° MORTAR BED 1 1/4" w TOP OF P.C. SLAB ♦ — FOUNDATION WALL TYP a a D cn> ® STEPS co / TOP OF LANDING WALLS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° NOSING TO MATCH TOP OF TYP. I I m 4" P.C. SLAB ° ♦ r — — — u TOP OF PORCH / PATIO ♦r FOUNDATION WALL I I I I FOUNDATION WALL WO �� I r - - - - - - - - - - - - - r - - " o Nz i I UNEXCAVATED .. I 4'-10" 1 a 0�Q 5/8 W x 12 A.B. & PLATE I i \/�\ �\ ° ° oo I a z �i♦ 1 I I I I 4 Q WASHER ® 36" O.C. W/ 7" u I j j �j ° a D GRADE O�J OQ� I FILL AND TAMP FOR 4" I STEP FTG. DOWN I 00 Q MIN. EMBEDMENT p ° \/X/ \\/ / (L Q� 4 / POURED CONCRETE SLAB I I CX135 I j COMPACTED FILL �/ e / / TOP OF ♦ J I- - - - - - - - - - - - - L - - EGRESS J L — - - - - - - - _ CHEEK WALLS /♦ NEW 8" P.C. FOUND._ u° SIMPSON PB44 GALV. \\/ 8" P C o ♦♦ F BOND BM. HDR.� // - WALL 8„ POST BASE SET IN I HAUNCH DAMPROOFING WET CONCRETE ® °d ° "' / " I I I I I I "' a I Y 8" 1'-4" STEPS z NEW 8 P.C. FOUNDATION ion, I (7'-6" CLG.) m ° TYPICAL FOUNDATION a CHEEK WALL F ♦ WALL x 3'-10" HIGH W/ X Z N I 1� NEW 4" I I i `X z ( I PROVIDE 16" #5 REBARS w�' o -i EX. STEPS I I C) ° 4 0 / (2) 2 x 6 ACQ SILL PLATE a0 P.C. SLAB Vy/ 4" EMBEDMENT INTO ° N a ON NEW 16" x 8" P.C. FTG. I TO REMAIN I TO MATCH EXIST. FOUND. ® 12" O.C.I 1 ' I w ♦♦ 'opo W/ 2 x 4 KEYWAY I I w o o EX. i- m No �s d• 1 I 1 x ro i I I 5-4„ I o VERTICALLY & FILL VOIDS o / O \ AT DOWELS W/ I '- FOUNDATION WALL DETAIL @ PATIOS Fso��b 4 I I Z ® I NON-SHRINK GROUT X _ r-(3) 1 3/4" x 9 1/2"-I -LVL—GIRDER] I w TYP 8"x12" _ __ -- -- - I cli I I POST ON EX, WALL NOTE: Q �yI I BEAM P.C. I NEW ACQ POST ON SIMPSON t� C' \ �06- PKT. _ PIER I r - — — — — 4x4 ACQ I GALV. POST ANCHOR ON EX. (3) 2 x 8 �/ E — — — POST c5 I CONC. BLK. WALL, FILL / / / GIRDER w �'� I I 00 o I . — x CELLS SOLID W/ 1/2" 0 GALV. ROOF _ _ _ _ _ _ _ _ _ _ _ _ _ _ — / / ' I — — — — I I I I N N I ANCHOR BOLT (TYP. FOR 6) iv r- LP. GAS PIPING NOTE: GALVANIZED METAL / -`� L 1 I \\ w I ° I I 0 � GAS PIPING SHALL BE BLACK OR I 5'-11" 5'-11" I GALVANIZED STEEL AND SHALL BE AREAWAY TYP. I NEW D.V. J I I 3 ® I I BEAM PKT. LJ ) m � SIZED BY THE LONGEST LENGTH — — — — OF THE BASED ON THE INPUT RATE X z I ` I I H.W. HTR. x - - - - N m I I z I U io n ao I 6"W. x 4"D. OF THE APPLIANCES. ALL WORK = 1 � NEW 4x4 ACQ I ' DROP —6 3/4" Q SHALL BE PERFORMED IN ACCORDANCE 00 I 3'-10" N — 4'-4" 4'-6" FROM T.W. Z = 2ND. FL. WITH CHAPTER 24 OF THE 2020 I I m O CRAWL SPACE POST W RESIDENTIAL CODE OF N.Y.S. x = I I 77 T - - I I `O (3'-10" CLG. HT.) / / / (3) 1 3/4" x 9 1/2" LVL GIRDER GALVANIZED METAL Q z KITCHEN GREAT RM. /�NEW SIZE OF TRAPS FOR PLUMBING PROVIDE PVC SLEEVE I TYP. BEAM PKT. 3 ® NEW 4" P.C. SLAB o� I I �// — — / AREAWAY TYP. — _ / L.P. GAS FIXTURES FOR NEW WASTE LINE I w OVER 6-MIL. VAPOR — — I NEW 3 1/2"o STL. I cn ♦— J I 5"W. x 4"D. 8"x12" P.C. v -L J w Q FIREPLACE S/0 � z BARRIER COLUMNS ON NEW co z AS PER 2020 N.Y.S.R.C. TABLE P3201.7 a (BOT. OF PIPE DOWN I DROP -4 1 2" PIER W 4x6 B'P' — — — — z a VALVE VALVE VALVE z z " / / I M I — — — I I I THICK P.C. FTG.'S 0D ``' z S/0 s/o o -2'-9 FROM T.W. I PLUMBING FIXTURE TRAP SIZE o p EL. 15'-3" 1 I UP 13R ��B.P. I o 0 0 FROM T.W. ACQ POST _ � > Z 1ST FL. MINIMUM U) F 6'-1" 6'-1" 6'-1" 6'-1" - 12'-8" 8'-8" I D N O NEW L.P. GAS TANK BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2" o w = p I T 7 // T r _ , DBL. F.J. r _ I 6 o w NEW W/ REGULATOR ON AND/OR WHIRLPOOL ATTACHMENTS) O a D I (;3) 2 x 8 I / / / GIRDER / / / (3) 2 x 8 I� / /� GIRDER (4) 1 3/4" x 9 1/2" I LVL GIRDER L.P. GAS P.C. SLAB BIDET 1 1 4 r� I m — �— HI7/ — — I — — — RANGE/OVEN S/0 00 w N 6 / / / / / / z M CLOTHES WASHER STANDPIPE 2" cn - L EX. 8"x12" L 4x6 ACQ POST O (T.B.D.) VALVE p I v-t�� /.r�� -r�� I F Q Ln O ME CH AREA DISHWASHER (ON SEPARATE TRAP 1 1 2" 0_ —� r 1 CELLAR P.C. B.P. I a I BEAM PKT. o FLOOR DRAIN 2" TO PROPOSED I " — PIER I I m 8"W. x 4"D. N Q KITCHEN SINK (ONE OR TWO TRAPS, WITH OR o S.C.D.H.S. I/A OWTS C.O. TO I 24'-4" — (NEW 7'-6" CLG.) I I DROP -6 3/4" 1 STEEL PIPE WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" SANITARY SYSTEM GRADE I EX. P.C. SLAB v7 I I I I I FROM T.W. io w ( f) DISPOSER) I 4 x 4 ACQ POST ON I L - - - I I N cn NEWL.P. GAS S/0 LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2" I I v SIMPSON AB44 GALV. B P I B.P. U- (3 B.P. I I I I O H.W. HTR. VALVE LAVATORY 1 1/4" I m o POST ANCHOR ON ° I I 00 O I I I o' (T.B.D.) SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH a 24" x 24" x 12" -i -i NEW x a j I I m I NEW 8" P.C. FOUNDATION �I 0_ CELLAR �_ � u: (V SHOWERHEADS AND BODYSPRAYS) •' x THICK P.C. FTG. I I AIR � rn o „ FLOW RATE: 1 1/2" a N ® (TYP. FOR 4) _j m I HANDLER N ® I� I I I (2)L2 x 6 ACQ STILL W/ 5.7 GPM OR LESS m 3 m x •• 2" z w o f I I PLATE ON NEW 16" x 8" (n _ MORE THAN 5.7 GPM UP TO 12.3 GPM x G A I� RISER, MORE THAN 25.8 GPM UP TO 55 6 GPM 4"MORE THAN 12.3 GPM UP TO 25.8 GPM 3- I z w I I I P.C. FTG. W/ 2 x 4 D I o 1 I I Z D Fc, KEYWAY Q N.T.S. CD 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v 13'-0" 8'-8" I CD (3) I 1 3/4" x 9 1/2" I LVL — GIRDER BEAM PKT. Q Y — 8"x12" --- 4x4 ACQ POST I I 6"W. x 4"D. \�PROTECT - - - - - - - - - - - - - - - - - - - - I U) P.C. PIER I I DROP -6 3/4"4" VENT THRU ROOF "f • WOOD IN I , : I EX. RECON ST. I FROM T.W. CONTACT WITH CONCRETE _ UNEXCAVATED I LL o I w ROOF + 01 I W/ ICE-SHIELD FLASHING ~ a �I FILL AND TAMP FOR 4" ( I — — — -00 — — — — J CRAWL SPACE Z o `r I o a ( IEXISTING x (3'-10" CLG. HT.) X POURED CONCRETE PORCH I CONCRETE BLOCK I I m n 3" w I N ® OVER 6'-MIL. VAPOR =x BATH #2 c�N - —1 I w BARRIER I o - - - - - - - - - - - - - - - - - FOUNDATION WALL 3 06 2" ROOF EXTENSION NOTE - : - - - - - - - - - - � ON EX. P.C. FTG. - -? - - - - - - - - - - - - - - - -11 — RESIDENTIAL CODE OF N.Y.S. P3101.1: c�I — — — — —�— — — — — — — — — — `� ,. I T 6' MIN. OPEN VENT PIPES THAT EXTEND THROUGH A < M z 1 1/2* 12" (;�4 COMMENDED ROOF SHALL BE TERMINATED NOT LESS THAN 6 �— SIMPSON PB44 GALV. '' ' _ J p I1 1/2" I INCHES ABOVE THE ROOF OR 6 INCHES ABOVE POST ANCHOR ON P.C. — — - - - - - - - - —WH ANTICIPS GREATER.ACCUMULATION, FOUNDATION WALL I 00 — — — — _ I — "VENT TNRU ROOF PROVIDE NEW DRYER �l — 3" SET IN WET CONCRETE z II TUB I TOP OF PORCH WALLS — Y V) L —I VENT AS PER TYPICAL — 2ND FL. I I ROOF FROST CLOSURE NOTE TO MATCH TOP OF TYP. ci uj J N.Y.S.R.C. M1502 CORNER HOLDOWN � RESIDENTIAL CODE OF N.Y.S. P3101.2: FOUNDATION WALL I =a P.C. STEP W/ NOTE: REMOVE TOP (4) d I I DROP TOP OF CHEEK 3 BLUESTONE COURSES of BLOCK DOWN CONNECTION �- \ 1 1/2" 3" 2" C.O. I WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE WALLS -9" FROM TOP OF TREAD ABOVE TO PROPOSED CRAWL SIMPSON # STHD14RJ Q DESIGN TEMPERATURE IS OF OR LESS, VENT U` I EXTENSIONS THROUGH A ROOF OR WALL SHALL BE TYP. FOUNDATION WALL SPACE, FILL CELLS SOLID OR SIMILAR Z 4" 2" 13" NOT LESS THAN 3 INCHES IN DIAMETER. ANY AT ALL POSTS z W 3" i INCREASE IN THE SIZE SHALL BE MADE NOT LESS Q THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF Q U BATH 1 I KITCHEN I THE BUILDING. � O t� L_L__ 0 4" 2" J I A B C r _ — --T - - r- — 1 1/2" I I 6 I 6 6 12" I 1 1/2" i 1 1/2'I I AV DW S I 6" 14'-0" 10'-6" WC 4 3" FAI ABOVE .,; 2 1 — 1 3 5 GRADE 1 ST FL. SH 8" 10'-2" 8" C.O. 2" 3" 1 1/2" 2" I C.O. C.O. DRAWN BY C.O. 13'-6" 11'-6"S C.DHWS. I; P A C 4" APPROVED I/A LAUNDRY 4" OWTS SYSTEM 25'-0" 20'-0" 3' 0. ` Pao. - - 1 1/2" 4" PVC ® 1/4"/PF. \�, PROPOSED ADDITION & PORCH WALLS EXISTING WALL TO BE RECONSTRUCTED PROPOSED �.• ,.,.' ._ /�•�;/ DATE HOSE ADDITION , W 48'-0" OVERALL r, r ' ' 10/18/23 PROPOSED CELLAR FOUNDATION PLAN � REVISED 6/18/24 PAC 4 PLUMBING RISER DIAGRAM �� 1/4"=1'-0" U REVISED 12/15/23 PAC N.T.S. I i EMAIL: LEGEND: info@cgorten.com SMOKE & CARBON EXISTING WALL TO REMAIN MONOXIDE DETECTOR NOTE: EGRESS WINDOW NOTE: TEMPERED GLASS NOTE: SHEAR WALLS: EXISTING WALL TO BE REMOVED SMOKE DETECTORS AND CARBON MONOXIDE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS SHEAR WALLS SHALL BE PERFORATED SHEAR DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE AS PER N.Y.S.R.C. R-310 LOCATIONS AS PER N.Y.S.R.C. R-308.4 WALLS AND SHEATHED WITH 1/2" CDX PLYWOOD X NEW 4" WALL TO BE CONSTRUCTED SECTIONS R-314, R-315 ANID SECTION 915 OF THE - WITHIN 44" OF FLOOR - LESS THAN 18" ABOVE FLOOR FOR THE FULL HEIGHT, FASTENED AS PER FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE - 5.7 S.F. MIN. OPENING 0 2ND. FL. - WITHIN 2'-0" OF DOOR NAILING REQUIREMENTS SHOWN ON SHEET 5 INSTALLED AND LINKED AS PER CODE. - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS NEW 6" WALL TO BE CONSTRUCTED WITH 2 x 4 "CATS" AT MID SPAN. - 24" CLEAR HEIGHT & 20" CLEAR WIDTH - LESS THAN 36" ABOVE STAIRS / LANDING BEARING WALL ("CATS" MID-SPAN) B SECTION SECTION MARK 7 SHEET # Z W 2 DETAIL S EEIT # U 48'-0" OVERALL # Q 1 PROPOSED 1 SD SMOKE DETECTOR v rT 12'-6" 17'-4" 18'-2" PROPOSED ADDITION PROPOSED ADDITION EXISTING TO BE RECONSTRUCTED 00 CARBON MONOXIDE / SMOKE � Z Lo 00 WDETECTOR COMBINATION 7"-9" 4'-9" 9'-2" 20'-4" 6'-0' 16'-10' 18'-8" LiJ w Of ,B.P. BEARING POINT POST ABOVE OFFSET PROPOSED ADDITION = Y 0- L0 IPOST BELOW 2'-2 3-6 8'-0 7'-2" Q 1 ■B•P• BEARING POINT POST ABOVE & BELOW CHIM. ,0 � 1 O O 50 CFM ENERGY STAR EXHAUST FAN V JJ Q� CD N 100 I B C E.F. VENTED TO EXTERIOR B c � Q I 6 6 6 6 = Q w A U I 6 1 I35'-6" 1 PROPOSED PATIO 13'-0" A I PATIO PRE-FAB FIREPLACE: 6 42" U.L. RATED PRE-FAB. 0 16" 16" 2" 13LUESTONE 1= PATIO 1 L.P. GAS DIRECT VENT 1 8'-6„ T T. PAVERS AS SELECTED FIREPLACE BY HEAT&GLO = a BELOW BY OWNER OVER 4" o MODEL #6000C-IFTLP OR I o w P.C. SLAB EQUAL INSTALLED AS PER o V) MANUFACTURES a DN 2R NEW P.C. EGRESS SPECIFICATIONS a " LANDING AREAWAY BELOW R.O.= 42" WIDE x 41" HIGH W/ REMOVABLE = SIMPSON HDU5 1 2 BLUESTONE OVER METAL GRATE I o CORNER HOLDOWN RAISED 4" P.C. SLAB BETWEEN FLOORS SIMPSON HDU5 TW210410-2 ?W2104T� r- BETWEEN FLOORS _ CORNER HOLDOWN / 4PFGP120611 EGRESS B.P. I — L _j — — _ — — — — — — — — — — -- �/ EGRESS TW26410-3 / 1 (2) 1 3/4" x 14" LVL HDR. I (2) 2xlO HDR. Iri — — — — — — — — — — — — — — — / (2) 2 x 10 HDR. \ (2) 1 3/4" x 9 1/4" LVL HDR. / 1U /2 Z sue° °�° IIN CL. �110 m I I NEW U.L. GO `ems ^ I I RATED FLUE o FT 1 /v s� I 1 I �i PIPE FROM N N a A 9�'�, s ^ m I F.P. ° o ,Q iv cn I N 2-2" 4" 4'-0" 4" 13'-8" 4 w p� I QUEEN o o 00 psFO ��, SHOWER OUTDOOR LINE OF CLG. 1,_8., BUD T o z o o BED = X I V a J'i� FIXTURE SPLAY ABOVE BEDROOM o w I N 0 DN 15R U x co I X a I = I = — — o DN 13R N ® (9'-0" CLG. HT.) N o N N a x O o ro '� -- — — - - 3 N II .-� ® — — 3 1 Tw26410-3 GREAT ROOM o o w I z — — Q W N o o PRE— 4'-0" z 13'-6" N ® x io _ Z �` _ m = FAB — - - — - - - - - - - - - - -� — — _ �j Z ® I F — — — — — — — — J 3 - o N (16'-0" CATH. CLG.) �° - a o r- — — — — — co � w ;n w = o (2) 1 3/4" x 9 1/4" LVL HDR. U Q INQ — - - o I n z o w GAScn o r3l F.P. co 0 Q - I co o\0 co 3 v N SD 00 I I a — 04 N to (2) 2 x 6 FLUSH�r HDR. I �I x I N - - 5 (2) 2x8 0, I o 0 - - LOFT 0 0 o N ®� — , — — — HDR. I = N N a 1 — — (8'-0" CLG. I I 12'-6' � _ � 14'-4' _ 2'-2' — — o o x � 0 30"130" — I 3 30•• — — SEAT o I I 3 ® 0 1 3/4" x 14" LVL RIDGE — — — 1 3/4" x 14" LVL RIDGE co u w. I B. 1 cis I z LINE OF CLG. I BUILT — — — — — 0 1 ,,, — — — — 0 ^_ J N En LL: I I I I SPLAY ABOVE N -IN 42" VAN. 3-0 I z co N - ABOVE I ` 27" I I _ — — _ — — _ — — 3'-4" 9'-10" I i x NEW U.L. RATED z 24"1 24"I ml I v oa B. I = o a a Z N 0 FLUE PIPE FROM o o D m 0) o W. I B. II °° _ I— — —I I� 20" FLUSH — — B.P. o BATH 1 1 _ 0 I BOILER o U w x o.- I J HEARTH ON I — — x o w w I I SUB-FL. UP 15R C0 00 A( (9,-0" CLG. HT.) N o o > w Z xc 24" 1 U- p x > � I p m Q o w I — — x D 54' x 36' r� w — — I - _ o F I N ®� B. I I I cn ROOF CRICKET o m = o (� zo w — c3 d - r, N D o v W� ICE-SHIELD { 1n of LLB �- w r- o NI 3 _ I_ _ U N ti SHOWER a m I F= 5,-O„ 30" VAN. 8,-4„ �'� I O a aZ0 Qo Z v N co U O = v E.F. i o X�a to) o I x I o o I 6 ,P� I a x BATH "� — _ o I ao I G o 10 1 3/4" x 14" LVL RIDGE FLASHING �F' 0 z o D W Oo Mat I o1 0qz� 0 l N co o tO 1 7� HALL o F z I ( M cn J� w ^I �o� 2 a o 0 z 0 6 KITCHEN MI I i^ ® 0 1 �° 2s7o LIN. =CL•— I 0 v N W 0 .. _ B.P. —N X I N ® - W a 24"124"I I I r- — --I o N °x°"}—�;- (2) 2x8 HDR. cal a w I I E, o o �S- ry 0 —i W. I B. I I 24„ I I cn ^ N (2) 2x10 — — — — — — — D/W v N FLUSH HDR. 3070 co to 1'-4" I I x �10 (n 0 T -1 4„_6„ I 1 L _ (3) 2 x 10 —FLUSH— CLG. HDR. (2) 2x8 _ _ _ — 0 = 30" 30' I I HDR. BI-PASS I 0 FLYING I o 0 N� 3 ® + 11 I 3'-2" O GABLE I (2) 2x4 (n W. I B. 1 15" I I = o 0- / O.H. 1 x = N LINE OF z POST TO LINE OF CLG. B. J N SD I N �O ICE-SHIELD I 8'-8" 3'-6" VALLEY m SD LINE OF 15' 1 �t RECESS W/ ci FOYER a N I SETBACK I 3 FLASHING N I � �GF + Q 0 WOOD TIMBERS L _ _ _ L � 0 - CL. BEDROOM #2 - - - w ® - - - - - - - - - - -`�� / 12 II � ''� � � � (10'-0" CLG.) (2) 2 x 6 FLUSH ° HDR. N x (9� 0" CLG.) m I El (9'-0" CLG. HT.) o I 1 9!� e' 36" I �I I I " N 0 II LZ V FULL I NEW (2) 2 x 8 ON-FLAT NAILER / 107 1 12 F} ��REF. Z ® �p)O I BED O BED cx _ I / I x I �10 w x w 2i 134 x91 4" LVL HDR. 2 2x10 HDR. ® I a Ncn O / " / O o N w BEDROOM #3 v N X _ - - — — - - — — — - — - - - - - -I-i — o M NEW 2 x 10 R.R.'S - o TW26410-3 12" 12" I x z 2' 4" (9'-0" CLG. HT.) N B.P. 7 — - - - - - - - N N w S.L. S.L. N N CO / 2 x 8 C.J.'s ® 16" O.C. (n o� 1 la U x COVERED I N STANDING SEAM N „� / " F — o ® 1s o.c. - - z PORCH I oN ALUM. ROOF BELOW Q w o o N o II NEW 2 x 10 R.R.'S `cI o v I x ® ^�a I^ a (✓L, I I (2) 2 x 12 PORCH GIRDER o v / ® 16" O.C. ow c' p 2" BLUESTONE AS 0 n. D I aw SELECTED BY OWNER 9'-10" m 2'-0" 9'-loll 2 x 8 C.J.'S / 1 I I 1'-6" ((2) 2 x 12 PORCH GIRDER -"" `� (2) 2 x 12 PORCH HDR. 3'-6" 3'-6" ® 16" O.C. o = / — (2) 2x10 HDR. O.H. m — — — — — — _ N DN 2R (2) 2xlO HDR. (2) 2xlO HDR. N o / - - - - - - - - - - - - - _TW18210- - - - - - - - - - - - - - 0 I- - - - - - - - t - - - - - _ _ - - - - - - - 0 SIMPSON TW210410 TW210410 NEW 4 x 4 ACQ POST LINE OF ROOF) HU212-2TF EGRESS EGRESS ELECTRIC c�w = WRAPPED W/ 1 x AZEK OVERHANG TOP FLANGE a 2 x 8 C.J.'S METER J Q o w TRIM W 1 x 8 BASE & HANGER }< LINE OF ROOF z _ / ® 16" O.C. OVERHANG I }m o 1 x 6 CAP TRIM A F B ( TYP. FOR 3 ) 6 g I (2) 2 x 4 POST i c�� O I ® WALL FOR 1 I PORCH HDR. U O 6" 14'-0" 10'-0" 6" 4 x 4 ACQ POST WRAPPED W/ TRIM (NON-STRUCTURAL) A B 13'-6" CD 25'-0" C Z PROPOSED 6 � (/ Q COVERED PORCH Q m U o LL � 7'-9 11'-9" 5'-6" 6'-4" 10'-4" 6'-4" 25'-0" 20'-0" 3'-0" \ 21 — 1 3 5 PROPOSED ADDITION EXISTING TO BE RECONSTRUCTED PROPOSED ADDITION PARTIAL ROOF S �i ` s ; ` __. 48'-0" OVERALL SECOND O N D FLOOR PLAN I PROPOSED ` P A C 1/4"=1'-0" 470 S.F. PROPOSED LIVING AREA ADDITION \,1 :.'.�. .%Y - -' , DATE FIRST FLOOR PLAN 10/18/23 1/4"=1'-O" 845 S.F. EXISTING LIVING AREA TO BE RECONSTRUCTED d REVISED 7/25/25 PAC SHEET# 523 S.F. PROPOSED LIVING AREA ADDITION d REVISED 6/18/24 PAC 5 1,368 S.F. TOTAL PROPOSED LIVING AREA 135 S.F. PROPOSED COVERED PORCH AREA 355 S.F. PROPOSED REAR PATIO AREA 10 REVISED 12/15/23 PAC 8 I e_ EMAIL: info0cgorten.com NEW 1 3/4" x 14" LVL RIDGE BD. BOT. OF RIDGE BD. 12 (2) 2 x 8 ON-FLAT NAILER 12 4 4 L1J 2 x 6 COLLAR I— U TIES 0 32" O.C. NEW 13/4" x14" 2 x 6 R.R.'S 0 16" O.C. & LVL RIDGE BD. 12 2 x 6 C.J.'S 0 16" O.C. Q 5 NEW 2 x 10 R.R.'S SIMPSON H2.5A CLIPS 0 EA. R.R. 2 x 8 C.J.'S 0 16" O.C. �` p 12 / R-30 0 16" O.C. 12 ~ Z 000 12 12 0� 12� (2) 2 x 8 CONTINUOUS HDR. . - CONCEALED ALUMINUM 12 ` 12 12 � - �W BOT. OF C.J.'S STEP FLASHING OVER �i /L` L L_I O .t TOP OF PLATE ICE SHIELD TYP. I �, > > (2) 2 x ON FLAT = Y LO 2 x 6 COLLAR _ �_ v7 3'-0" TIES 0 32" O.C. 0 DORMER VALLEY ICE SHIELD UNDERLAYMENT REQUIRED MIN I / FROM LOWEST EDGE OF ROOF TO A POINIT NEW 2 x 10 R.R.'S I \ C� INSULATION BAFFLES 0 I I '�` � 0 Q � O 0 16" O.C. 2 x 4 STUDS THRU-ROOF EA. RAFTER BAY W/ j I \` 36" MIN. 0 8 PITCH OR GREATER FROM �� ON EX. PLATE o DECORATIVE WHITE OAK ATTIC U O O FACE OF EXT. WALL INTERIOR AS PER g`Z ATTIC Aw251 R-30 FIBERGLASS BATT I00 i J TIMBERS AS SELECTED • " INSULATION 'F� - 1'-4" � � ~ N.Y.S.R.C. 905.1.2 F. NEW 2 x 6 R.R.'S 0 16 O.C. I I BY OWNER TYP. - 2 x 6 C.J.'S �G 2 x 8 C.J.S � (n 12 W/ 5/8 CDX PLYWOOD SHEATHING -j SLOPED FLYING Q 0 16" O.C. 0 16" O.C. R-30 2 x 6 C.J.'S / Q 5 FOR METAL STANDING SEAM ROOF 2 x SOLID BLOCKING GABLE Q W BETWEEN RAFTERS TYP. SIMPSON H2A �. 0 16" O.C. BOT. OF CLG. JOISTS \ SIMPSON H2.5A CLIPS 0 EA. R.R. SIMPSON H2A R-30 2 m 6 C.J.'S U CLIPS 0 EA. R.R. . — . . — . TOP OF PLT. TOP OF PLATE "' TOP OF PLT. CLIPS 0 EA. R.R. _ 0 '16" O.C. TOP OF PORCH GIRDERS 1 x 6 FASCIA BD. d - - - - (2) 1 3/4" DECORATIVE WHITE OAK (2) 1 3/4" OVER 2 x 4 C) (3) 2 x 10 1' 4" 1'-4'° TIMBERS AS SELECTED - SUB-FASCIA -o FLUSH CLG. (2)2x10 - x 9 1/4" BY OWNER TYP. x 9 1/4" (2) 2 x 12 PORCH GIRDER W/ -- HDR. O.H. O.H. 2'-0' HDR. W/ JST. BOT. OF HDR.'S LVL HDR. LVL HDR. SIMPSON HU212-2TF BOT. OF HDR.'S i 1'-6" PORCH GIRDER (2) 2 x 6 0•H• TOP FLANGE HANGER (2) 1 3/4" x 14" LVL HDR. 70" T.V. D HANGERS TYP. i 1 (2) 2 x 12 d CLG. HDR. I I 0 GIRDER CONNECTION a o A 0 (61"x34.3") = I i \ GREAT V)i NEW 2 x 6 C.J.'S 0 16" O.C. - a - 0 Na PROTECT WOOD IN ROOM `� NEW 1 o a KITCHEN COVERED 11 o T o i o CONTACT WITH 4PFGP 4070 COVERED / 120611 =_ — — o BI-PASS o� a TW26410-3 PORCH I NEW 4x4 ACQ PORCH POST o) w o) a CONCRETE W 1 W/ 1x TRIM W/ CAP & a0 Na ICE-SHIELD FLASHING I PORCH II BASE ( TYP. FOR 3) � II j� TW26410-3 � STONE OVER t3/4" MUD pRE_Fgg 3070 2 x 8 F.J.'S 3/4" CDX STONE: OVER f3/4" MUD (2) 2x6 ACQ TREATED " OVER 4" P.C. PORCH SLAB L.P. GAS 3/4" CDX " SILL PLATE W/ COPPER R-21 0 16 O.C. T&G PLYWOOD R-21 I I F.P. I I OVER 4 P.C. PORCH SLAB SUB-FL. OVER COMPACTED FILL T&GSUB PLYWOOD \ I TOP OF SUB--FL. TERMITE SHIELD OVER I I - _ - STYROFOAM SILL SEALER TOP OF SUB-FL.— CO —TOP OF SUB-FL. SUB-FL. I I COMPACTED FILL TOP OF FOUND. WALLS TOP OF SLAB TODP OF FOUND. WALLS " R-30 - R-30 R-30• „• „ \ \\ \ GRADE TOP OF \\ \\� ��• • \ \ \� EX. GRADE 4 x 4 ACQ POST (3) 2 x 8 CRAWL d /�//�/° PORCH WALLS r' p \//\� 4 x 4 ACQ POST CRAWL (3) 2 x 8 i,\\/\\/' t w NEW 8" P.C. FOUNDATION o = ON AB44 POST GIRDER SPACE \%\\%'. I I w TOP OF \/\ \ \ ON AB44 POST o = GIRDER o WALL x 3'-10" HIGH W/ I BASE ON 24"x24" \//\ ° o a �I CHEEK WALLS I ��/� BASE ON 24"x24" SPACE M ' _ I o i \\ x12" P.C. FTG. J a x12" P.C. FTG. \\ I I / ;.� a (2) 2 x 6 ACQ SILL PLATE / "� d ON NEW 16" x 8" P.C. FTG. I 1 a TOP OF FTG. TOP OF FTG. 1 TOP OF FTG. _ W 2 x 4 KEYWAY _ _ _ FIr / Lj L _ _ J - - � _� — - - It _ L - - J L _ - i DAMPROOFING BELOW TOP OF PORCH WALLS GRADE TYPICAL TO MATCH TOP OF TYP. 4" P.C. SLAB TY_p. FLOOR INSULATION: NEW 8" P.C. FOUNDATION PROTECT WOOD IN FOUNDATION WALL DAMPROOFING OVER 6-MIL. 4" CLOSED CELL SPRAY WALL x 3'-10" HIGH W/ CONTACT WITH BELOW GRADE VAPOR BARRIER FOAM INSULATION (R-30) (2) 2 x 6 ACQ SILL PLATE CONCRETE W/ TYPICAL ON NEW 16" x 8" P.C. FTG. ICE-SHIELD FLASHING W/ 2 x 4 KEYWAY TYPICAL ROOF TYPICAL 4" WIALL p ASECTION- CONSTRUCTION: CONSTRUCTIOfW: B S E C TI O N TYPICAL ASPHALT ROOFING SHINGLES AS TYPICAL SIDING AS NICTED OVER "TYPAR" NOTED OVER 15# BUILDING FELT OVER HOUSEWRAP OVER 1/°2" SHEATHING OVER 6 1/4"=1 0-O" ICE SHIELD OVER 1/2" CDX PLYWD. 2 x 4 STUDS 0 16" (O.C. W/ 2" CLOSED 6 1/4"=1'-O" SHEATHING OVER RAFTERS AS NOTED CELL SPRAY FOAM INASULATION (R-15) AND R-6 UNFACED FIBERGLASS BATT INSULATION (R-21) AAND 1/2" GYPSUM 0 WALLBOARD, TAPE & SPACKLE. Q O r O I\ m p NEW 1 3/4" x 14" LVL RIDGE BD. o z i U < C— \ 12 NEW 2 x 10 R.R.'S 0 16" O.C. LLJ = 2 x 4 COLLAR \\ Q4 NEW 1 3/4" x 14" LVL RIDGE BD. 0 z NEW 2 x 10 R.R.'S 0 16" O.C. TIES 0 32" O.C. 2' 0' 'I �i ;i TYPICAL EXTERIOR (f)MIN. ICE SHIELD UNDERLAYMENT REQUIRED FROM 1NALL INSULATION: W \ \\ LOWEST EDGE OF ROOF TO A POINT 24" MIN. 2" MIN. CLOSED CELL SPRAY FOAM FROM FACE OF EXT. WALL INTERIOR AS PER ' INSULATION (R-15) W/ PEALED ATTIC \ \\ -y£ku N.Y.S.R.C. 905.1.2 (TYPICAL) II li UN-FACED (R-6) FIBERGLASS BATT \ \\ 2 x 6 COLLAR Ij ATTIC (n Ln �- \ \ I INSULATION (R-21) 0 = TIES 0 32" O.C. R-30 I R-30 \ � I I�! I R-30 i I' NEW 1 3/4" x 14" LVL RIDGE BD. I (n N TOP OF PLT.— TOP OF PLT._ 2 x 6'S RIPPED TO 4 1 2" \ Q Lo 0 2x8C.J.'S0 \ R-30 W NOTCH r 0 16" O.C. / \ - I � � 2 x 6 LEDGER 16" O.C. AROUND BOT. OF HDR.'S NEW 2 x 8 C.J.'S� SIMPSON H2.5A I i � I I � I II (;2)2x10 0 16" O.C. \ \ CLIPS 0 EA. BOT. OF HDR.'S H-1DR. _ \ \R.R. WHERE H2A (2) 1 3/4" x 9 1/4" _ LVL HDR. o I2 x 6 COLLAR \ CLIPS CANNOT N TIES 0 32" O.C. BOT. OF HDR. \ INSTALLED TW26410-3 i o C.J.'S 0 LOFT BATH #2 2 x 4 STUDS a 0 ATTIC WINDOW LOFT \ \\ a NEW 2 x 8 o o \ \\ 2 x 8 LEDGER BD. - 1s2 0 \ \\ 00 a R-15 -11 0 ® 16 O.C. i I 16" O.C. 00 a _ \ \\ NEW 2 x 4 STUDS R-151 0 2x6R.R.'S & 2x4 \\ 016O.C. OUTRIGGERS 0 16" O.C. R-21 (2) 2 x 10 ! DECORATIVE WHITE OAK \ \\ R-30 I TIMBERS AS SELECTED I R-21 \R-21 BY OWNER TYP. TOP OF SUB-FL. o \ BOT. OF CLG. JOISTS _ I' _ TOP OF SUB-FL. 'f' FLUSH HDR. BEYOND — . — . - TOP OF PLT._ ;;; NEW 2 x 10 F.J.'S 0 16" O.C. - I TOP OF PLT. TOP OF PLT. TOP OF PLT. I = v i_ - - J 1 1 I 1 1 (2) 1 3/4" x 11 7/8" _ _ (2)HDR. - FLUSH CLG. HDR. o (2)HDR. (,2)2x10 1'-6' HDR. 1 1 I J I I BOT. OF HDR.'S 1 I 1 1 - J I I BOT. OF HDR.'S BOT. (OF HDR.'S BOT. OF HDR.'S I _ I a A31 II II \ O_ o= TEMP. _ 0 R-2 V)U) M #3 1 1 . BATH 1 BEDROOM #1 N cn GREAT zn a. No o BATH #1 aROOM o o o TW210410-2 � KITCHENI I I a' a ' EGRESS EGRESS 2670 i R-21 NEW (2) 2 x ° 1 11 m O 8 " NEW (4) 1 3/4" ~ I F.J.S 0 16 O.C. I 1 1 REMOVABLE 9 1/2" LVLALUMINUM COX 4 fR-21 REMOVE EX. I I GIRDER 1 1 R-21 GRATE TYP. T&G"PLYWO2 x 6 F.J.S I I I I [,x I I I SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. TOP ODF SUB-FL. _ _ _ .� TOP OF SUB-FL r ri rr it r i rr ii rr i r rr it ii ri r ri ii rr rr r ri ri ri ri i rr it ri ri r rr rr rr rr r ii ri rr rr rr rr rr ri r r r rr ri rr r r ii ii it rr i rr ri rr it V / TOP OF FOUND. MALLS rr,r,r r r r rr r r rr " - - - - -- -- - - - -- -- - - - _ 9 ,1r r2„ r rL rr rr r r rr o J` TOP OF FOUND WALL O 1 3 4" - - " I' - EX. GRADE - - T NEW (2) 2 x 8 Z w 1111111 - - - � � f- � � - -NEW (4)- 1 3/4" x R 30 / LVL _GIRDER -- - - .J R 30 NEW (3) 2 x 8 GIRDER ° � 0 = o 0 o = - NEW (3) / F.J.S 0 12 O.C. = w EX. GRADE 1 o = = o Q U CRAWL r x 9 1/2' LVL CRAWL _ CRAWL _o � cn SPACE ( GIRDER EX. cx,3s ;�� o SPACE �; SPACE " t�t o o U J EGRESS STONE OVER t3/4" MUD a J � -I �' 1 a h J I n //z CELLAR OVER 4" P.C. PATIO SLAB EX. REMOVE EX a 1 NEW 4 x 4 w EX,y y OVER COMPACTED FILL TOP OF FTG:; _ z 2 x 6 F.J.' I- _I — z - - - - - � - - � - - - - - - - - - � - - J CELLAR ) TOP OF FTG. ACQ POST CELLAR " 2 (2) 2x6 ACQ TREATED SILL ) 21 — 13 5 o LO * SLAB 4 TYP. FLOOR INSULATION: 4" P.C. SLAB -MIL. PLATE W/ COPPERS TERMITE 4" P.C. SLAB EX. P.C. SHIELD OVER STYMOFOAM OVER 6-MIL. EX. BARRIER SILL SEALER 4" CLOSED CELL SPRAY OVER 6-MIL. FLOOR SLAB � _ _ { § VAPOR BARRIER FOAM INSULATION (R-30) SLAB VAPOR BARRIER } DRAWITTY - - - PAC - - -�" DATE 10/18/23 ' t REVISED 7 25 25 PAC / / SHEET# C SECTION SECTION II.,. ff i „ � �\ � _ -_:_� ,, 0 REVISED 6/18/24 PAC 6 Q6� 1 4 =1 -0 - ! 10 REVISED 12/15/23 PAC i FRAMING N OTE`.�_ TABLER507.9.1.3(1) TABLE R602.3(1) TABLE R602G SC continued EMAIL: 00 TABLE R602.3(1) DECK LEDGER CONNECTION T BAND JOIST'^ FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info@cgorten.com i load_40 psi,deck dead load 10 s f snow load s 40 sf °a c (Deck live o d p p Pat) NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER*- SPACING AND LOCATION ITEM QESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'•b•C SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS; FIR-LARCH STRUCTURAL JOISTSPAN ITEM DESCRIPTION OF BUILDING ELEMENTS .,n,0 SPACING AND LOCATION OF FASTENER GRADE NO. 2 OR BETTER. CONNECTION DETAILS V and less 6'1"to 8' 91"to 1D 10'1"to 12' 12'1"to 14' 14'1"to 16, 16'1"tote' - 16d common(31/2"x 0.162'� 16"o.c.face nail Floor on-center Roof Bottom plate to joist,rim Joist,band joist or 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 1/2"" MIN. THICKNESS OR AS 14 16d box 3'/"x 0,135');or In an ace oar blocking not at braced wall ands ( z rr �� 3-16d box(3'/"x O.135'�;or 24 subfloor to joist or girder z 4-8d box(2'/z"x 0.113'�or g panels) l2 o.c.face nail - J g , Blind d f 1 /2 inch diameter lag screw with'/=inch 30 23 18 1.5 13 11 10 , " 3' x 0.131 nails 2-16d common(3!2 x 0.162) NOTED. maximum sneatning`•d 3-8d common(2!z x 0.131'�;Or '1('oc nail 3. ALL SUBFLOORING TO BE APA RATTED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. /.inch diameter bolt with'/,inch maximum 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128');or "x 0.135' 'Or 3 each 16"o.c.face flail 3-16d box(3'/2"x 0.135' 3-16d box m/, �, 25 2 planks(plank&beam-floor&toofj .1 2 At each bearing,face nail 36 36 34 29 24 a 19 „x „ Bottom plate to joist,rim joist,band joist or , „ , „ 2-16d common 3'1,"x 0.l62' g' ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathing' 3-3 0.131 nails 15 2-16d common(3/z x 0.162�,or 2 each 16 D.C.face nail SUBFLOOR TO FLOOR JOISTS. '/Z inch diameter boil with l-inch maximum blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"aC.face nail 3-16d common 3'/z"x 0.162' 36 36 29 24 21 18 16 4-8d box(2'/2"x 0.113'�;or ( ) sheathing 3-8d common(2'/z"x 0.131' ;or l r, 4-10 box(3"x 0.128'),or End nail 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND For SI:1 inch=25.4 min,i foot=3t14.it min,1 pound per square Foot=0.0479 kpa. 2 Ceiling joists to top plate � Per joolst,toe Hall 4-8d box(2/ x 0.]13'�;or 26 Band or riot joist to Joist OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN 3-1 Od box(3"x 0.128');or ON DRAWINGS. a.Ledgers shall be flashed in accordance wuh Section R703.4 to prevent water from contacting the house band joist. b.Snow load shall not be assumed to act concurrently with live load, 3-3"x 0.131"nails 3-16d box o /2"'1 0.13.13 Ot 4-3"x 0.13 I"nails;Or 4-8d common(2'/z"x 0.131');or Toe nail 4-3"x 14 ga.staples,'!15"crown 5. SOLID BLOCKING SHALL BE PROVIDhD FOR ALL JOISTS AND (FLOOR BEAMS AS PER THE c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. - d.sheaaing,hall be wood structural panel tx solid sawn lumber. Ceiling joist not attached to parallel rafter,laps over 4-1 Od bax(3"x 0.12R"j;or 4-10d box(3"x 0.l28`� or RESIDENTIAL CODE OF N.Y.S. OR AS NOTED ® 8'-0" O.C. MAIN. PROVIDE 2" SPACE FOR c.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard.lumber or foam sheathing.Up to%inch thickness of stacked washers 3 3-16d common(3/z x 0.162");or Ff ace nail 16 Top or bottom plate to stud 20d common(4"x 0.192'�;or Nail each layer m follows:staggered. z ' 4-3"x 0.131"nails partitions sec Section R802.5.2 and Table R802.5.2 at tap and bottom and staggered. (-- AIR CIRCULATION IN ROOFS. shall be permitted to substitute for up to'/,inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. P ( ) 4-3"x 0.1 31"nails , l n r 3-l6cl box(3/2 x 0.135);or IOd box(3"x 0.128');or 24"o.c.fact nail at top and bottom 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR! AS NOTED ON DRAWINGS. Ceiling joist attached to parallel rafter(heel joint) 2-16d common(31/2"x 0.162');or 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on apposite sides 4 Table R802.5.2 Fface nail 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON (see Section R802.5.2 and Table R802.5.2) 3-10d box(3"x 0.128'�;or find nail layers ors And: 4-IOd box(3"x 0.128')'or 3-3"x 0.131"nails Q 2-20d nun n 4 `x DRAWINGS. TABLE R507.9.1.3(2) CO O ( 0.192'�;or PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 5 Collar tie to rafter,face nail or 1'14"x 20 ga.ridge strap to 3-1 Od common(3"x 0.148')'or Face naail each rafter 3-1Od box(3"x 0.128');or 3-1 Od box(3"x 0.1281);or Face nail at ends and at each splice L1J .- 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS rafter 4-3"x0.131"nails ' 3-3"x0.131"nails � � t) CONNECTORS BY SIMPSON OR APPROVED EQUAL. 17 Top plates,laps at comers and intersections 2-16d common(3/z"x U.162'�;or Face nail � >- TOP EDGE BOTTOM EDGE ENDS ROW SPACING 9. NAILING SCHEDULE SHALL BE AS F'ER THE RESIDENTIAL CODIE OF N.Y.S. OR WFCM AS A ledger' 2 inches° !�inch 2 inches' iS/a inches' 3-16d box nails(3'/2"x 0,135);or 3-3"x 0.131"nails 4-16d box(3'/z"x 0.1351;of 00 3-1 Od common nails(3"x 0.148); 2 toe nails on onne side and 1 toe nail 3-8d box 2'/"x 0.113' 'or 28 Led er stri su lortin oists or rafters 3-16d common(3'/2"x 0.162);or r F-" to MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL Band Joist° /4 inch 2 inches 2 inches 1/a inches ( 2 �' BE GALVANIZED. 6 Rafter or roof truss to plate or x on opposite sidee of each rafter or „ P 2-8d common(2'/2"x 0.131'7;or g P Pl g J At each'oist or rafter,lace nail For Sr:I inch=25.4 ram. 18 l brace to each stud and late 4-I Od box(3"x 0.128'�;or J w W 0 '� a.Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(l). 4-lOd box(3" 0.l2$'7;OI truss' 2-1 Od box(3"x 0.128');Or Face nail 4-3"x 0.131"Halls L,L 10- PLYWOOD SHEATHING TO BE NAILED MATH 8D ® 4" O.C. EXTERIOR EDGES. b.Maximum 5inches- 4-3"x0.131"nails 3 T c.For engineered rim joists,the manufacturer's recommendations shall govern. 2 Staples I /4' 2-1 Od box(3"x 0.12$'�,Or 2-$d COI1mmOn y _ 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AMID STUD WITH GALVANIZED 4-16d(3'/z"x 0.135");or 29 Bridging or biockurg to joist , „ „ ,r Each end,toe nail ' E- d.The minimum distance from bottom row of lag screws or bolts to the rap edge of the ledger shall he in accordance with Figure R507.9.1.3(1). 3-8d box(2'/2"x 0.1 13');or (2/2 x 0.131 OT 2-3 x 0.131 ) nails O Q HURRICANE TYPE CONNECTORS BY SIMPSON OR APPROVED EQUAL FOR TIMBER PILE 3-10d common On x 0.148')'or ]Toe nail 2-8d common(21/z"x 0.131");or SPACING OF FASTENERS I _ U J O � FOUNDATIONS, PROVIDE HURRICANE CUPS AT ALL PERIMETER JOIST TO GIRDER 4-10d box 0"x 0.128);or 19 1"x 6"sheathing to each bearing Face nail DESCRIPTION NUMBER AND I- O Z Cp CONNECTIONS. 2-1 Od box(3"x 0.12$'?;Or ITEM Intermediate 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails 3 rr OF BUILDING ELEMENTS TYPE OF FASTENER"' Edges a. � 2 staples,1 crown,l6 ga., 1/q long (inches)^ supports cf� ry cfl F- lo minimum 2"rid a beam ' 'x (Inches) (n 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED ®Y ALL S JOIST ANUF LAN g 3-16d box 3 o 0.135.;or 3-8d box(21/"x 0.113'1;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and partitcleboard wall sheathing to framing ry Q TA-SERIES WOOD-I-BEAMS AND �LVL PRODUCTS OR EQUAL_. ALL AS PER MANUFACTURERS � STAGGER FASTENERS 2-16d common(31/2"x 0.162'�;or 2 t rr , • RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED ATT ALL LOAD AND BEARING N f IN 2 ROWS 3-1Od box 3"x 0.128 E2nd nail 3-8d common(2/z x 0.131 ),or [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Q W POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHiALL BE REQUIRED AT FLOOR ( or 3-10d box(3"x 0.128);or 6d common(2"x 0.113)nail(subfloolr,wall), PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPPONENTS SHALL BE AS PER 3-3"x 0.131"nails 5.5"MIN.FOR 2 X 8` *DISTANCE SMALL BE PERMITTED TO 3 staples,1"crown,16 ga.,131q"long 30 3/err_t/2" Rd common(2'/z"x 0.13 I')nail(roof);,or RSRS- 6 12' I U MANUFACTURERS RECOMMENDATIONS. ® ® ® 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS 5"MAX 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS wall 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail 01 (2%"x 0.1 13")nail(rood 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2"' TO HAVE 2 ROWS OF 1/2"0 ® ® 0 ® REDUCED TO THAT OF LAG SCREWS 16d common(3'/z"x 0.1621) 24"o),c.face nail 4-8d box(2'/z"x 0.113');or Rd common nail(2'!z"x 0.131'�;or RSiRS-01; f GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HiEADERS AND GIRDERS 3 1/2" TO ATTACH 2 X 8 LEDGERS TO 2 X 8 R Stud to stud not at braced wall panels) WIDE OR LESS TO HAVE 3 ROWS OF 16D COMMON GALV. NJAILS 0 12" O.C. 2"MIN. BAND JOISTS. ( P ) 10dbox 3"x 0.128' or 3-8d common 21/ "x 0.131' 31 '9! "-1" ( ); ( �;or u , n 6 12 LEDGER LAG SCREW OR BOLT 3!4"MIN. x / 2 (2/8 x 0.113")nail(roof l6'o).c.face Hall 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF' 1/2"la GALVANIZED CARRIAGE 16 0.131"nails 4 staples, box( c x n, 16�; ., j " 4 staples,1"crown,16 ga., 13Iq"long 32 ]'! "-�]'!"or IOd common(3"x 0,14R'�nail;or 6 12 16d box(3!z x U.135");or g ' 8d(2'!z"x 0.131'�deformed nail BOLTS 0 16" O.C. Stud to stud and abutting studs at intersecting wall corners 0.131"nails 12"a).c.face nail Far St:d inch=25.4 ram. (� g g 3'x Floor ,anels) Other wall sheathings 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESFPECTIVELY, OTHER POSTS ® FIGURE R507.9.1.3(1) (at braced wall p 16d common(3'/2"x 0.162'� 16"o).c.face nail 4-8d box(2'!z"x 0.113');or t „ 7 „ HEADERS SHALL BE 2-2x4 OR 2--2x6. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 3-8d common(2/tz'r x 0 131. ,),,or ] structural cellulosic fiberboard I/, galvanized roofing nail, /16 head /z' , ' 16d common(3'/2"x 0.162 r) 16"o.c.eaach edge face nail 21 Joist to sill,top plate or girder Toe nail 33 diameter,or 1 /4'long 16 ga.staple with,,16 or 3 6 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE '11ES OR EQUAL 10 Built-up header(2"to 2"header with'!z"spacer) 3-lOd box(3"x 0.128'�;or sheathing I"crown 16d box(3'/2"x 0.135') 12"o.c.eaach edge face nail 3-3"x 0.131"nails 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE ""CATS" ® MID-SPAN. „ z`/3,"structural cellulosic 13/4"galvanized roofing nail,7/16"head diameter, ' 5-8d box(2'!2"x 0.113`�;or $d box 2/ x 0.113� 4'o.c.toe nail 34 3 6 11 Continuous header to stud 4-8d common(2'iz"x 0.131' ;or TCoe nail ( 2 fiberboard sheathing or I V,"long 16 ga.staple with 1/1,"or 11"crown x ) 22 Rim joist,band joist or blocking to sill or top 8d common(2'/z"x 0,1311);or , , 4-IOd box(3' 0.128 plate(roof applications also) IOd box(3"x 0.128'�'or 6"o.c.toe nail 35 '/z"gypsum sheathing° 1 z'galvanized roofing nail;staple galvanized, 7 7 16d Common(3'/z"x 0.162') 16"o),c,face nail 3"x 0.]31"nails ' I /2"long; 1 /4'screws,Type W or S 12 Top plate to top plate 1 Od box(3"x 0.129');or 3-8d box(2'/z"x 0.113');or 36 %n gypsulu sheathing' 15/4"galvanig ed roofing nail;staple galvanized, 7 7 12'o).c,face nail 1 1 long; I / screws,Type W or S 3"x 0.131"nails " 2-8d common(2'/z"x 0.131`�;or s b� s YP 23 1 x 6 subfloor or less to each joist Face nail Wood structural panels,combination subfloor underla meet tIo framing 8-1 6d common(3'12"x 0.162'�;or 3-10d box(3"x 0.128");or p y g 12-16d box 3'/"x 0.135' 'or Face nail on eaach side of end joint 2 staples,I"crown,16 ga,1%"long s 6d deformed(2"x 0.120')nail;or 13 Double to late splice ( „z �' minimum 24"11a splice length 37 /4"and less „ 6 12 P P P 12-1 Od box(3 x 0.128�;or ( P P g ( � 12 3"x O 131„nails each side ofenadjoint) (continued) 8d common 2/z x 0.131 nail 3$ 7/„_1" Rd common(2`/„"x 0.131')nail;or 6 12 SHEAR WALL SEGMENT DETAILS: (continued) s 10dcommd(2"x0.148") ail; r391'/ "-1'/ " IOd common(3"x 0.148")nail;or s q 8d deformed(2'/z"x 0.120'�nail 6 12 For SI: i inch=25.4 mm,1 foot=304.8 mm,I mile per hour=0,447 m's;l ksi=6.895 NIPa. (continued) RATIO LIMITS � H ,/ L < 3,/2 L = (SEE PLAN) RATIO LIMITS � H /L < 3-3/2 ENERGY NOTES. L = (SEE PLAN) PLYWOOD LEGNTH V/OCOD FRAMED PLYWOOD LEGNTH WOOD FRAMED WALLL ASSEMBLY F:7�! LL ASSEMBLY 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. DOUJBLE TOP DOUBLE TOP 2. ATTiC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION AIR BARRIER & INSULATION INSTALLATION PLAtTE PLATE ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 TYP'. 2 x 4 D.F. STUDS 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE O 116' O.C. TYP. 2 x 4 D.F. STUDS CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 1/2!" COX PLYWOOD O 16" O.C. 2 x 10 R.R.'S MANUFACTURED THIN-PROFILE ATTIC VENTILATION COMPONENTS AND VERIFY COMPLIANCE. A CONTINUOUS AIR BARRIER SHALL BE SHEATHING (WOOD STRUCTURAL o ® 16" O.C. BAFFLE ® EACH RAFTER BAY (FULL WIDTH) TO 4. DUCTS - SUPPLY AND RETURN DUCTS IN AT11CS SHALL BE INSULATED TO A MINIMUM OF R-8 ® 3' OR GREATER IN INSTALLED IN THE BUILDING ENVELOPE. PAMIEL) _ "CATS' AT MID-SPAN / PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT DIAMETER, AND R-6 ® DUCTS LESS THAN 3- IN DIAMETER. GENERAL THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE o 00 SOLID BLOCKING O SEAMS REQUIREMENTS CONTINUOUS AIR BARRIER. USED A!S A SEALING MATERIAL 1 = II ¢ TYP. BREAKS OR JOINTS IN THE AIR BARRIER SHALL °' 3 - 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. II a = BE SEALED. = 3 "CA1TS' AT MID-SPAN / 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED SOLID BLOCKING O SEAMS CEILING/SOFFIT SHALL BE ALIGNED WITH THE 0 0 8d COMMON NAILS O 4' O.C. EDGE 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSIULAl10N IN ANY DROPPED 8d iCOMMON NAILS O e O.C. EDGE O AND 12" O.C. FIELD MIN. � 1/2" CDX PLYWOOD SHEATHING CEILING / ATTIC SHALL BE SEALED. CEILING//SOFFIT SHALL BE ALIGNED WITH THE 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. O ANDD 12' O.C. FIELD MIN. a BOTTOM " R-3 MINIMUM. WALL DOORS TO UNCONDITIONED ATTIC SPACES X PLATE p) Q \ �\ �� 2 1/2 MIN. CLOSED SHALL BE SEALED. (R-18) ry BOTTTOM Q Q CELL SPRAY FOAM 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. � � CAVITIES WITHIN CORNERS AND HEADERS OF FRAME PLANTE OVER INSULATION (R-7.5 / 11") THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING SILLL PLATE iv - - - BOX BM. /RIM JST. 10. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL r- \ CORNER \ X 2 1/2" = R-18 THIRD PARTY HERS RATER. WALLS THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. 0 a HOLDOWN AT TOP OF PLATE TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR LocAnoN 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN CORNER BI P.C. FOUNDATION WALL F- 1/2" CDX PLYWOOD R 18 SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT HOLDOWNSTRAP TIE Ep► = SHEATHING (WOOD STRUCTURAL \ SOLID BLOCKING 12• ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, ( ) WITH THE AIR BARRIER. W LOCATION 1 - STORY PANEL) BETWEEN ROOF MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO U Q RAFTERS TYP. SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYUGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS z VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING NOTE, 'CATS" AT MID-SPAN / THE OWNER OR BUILDING DEPT. SHALL BE SEALED. W 1. SHEATHING AS PART OF SHEARWALL SEGMETNT WHERE NOTED SOLID BLOCKING m SEAMS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. z ON FLOOR PLAN, SHALL BE CONTINUOUS FRtOM SILL TO TOP RIM JOISTS RIM JOISTS SHALL BE INSULATED. 0 PLATE OR ADACiUATELY BLOCKED AT JOINTS;. 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED (R-18) PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. /n 2. HOLDOWNS REQUIRED AT ALL CORNERS OF ;STRUCTURE, SEE FLOOR FRAMING CAVITY INSULATION SHALL BE v I DETAILS ON " 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH w 0 3. REFER TO THEE NAILING AND STRAPPING DETfAILS FORA IF CONTINUOUS LOAD PATH. R-3O FIBERGLASS ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR FLOORS (INCLUDING ABOVE FRAMING; CAVITY INSULATION SHALL BE PERMITTED TO 2 - STORY INSULATION BATT 1 X 6 FASCIA BD. GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY BE IN CONTACT NTH THE TOP SIDE OF SHEATHING, 0 J OVER 2 x 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE FLOORS) EXPOSED EDGE OF INSULATION. OR CONTINUOUS INSULATION INSTALLED ON THE �_ R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIIDE OF FLOOR FRAMING AND EXTENDS FROM SUJB-FASCIA GYPSUM WALL BOARD. THE B01170M TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. U) Ln 1/2" SHEETROCK N EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, Q In 0 BEADED VENTED CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR INSULATf1ON SHALL BE PERMANENTLY ATTACHED TO n 't V )/�•5 VINYL SOFFIT TYP. RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. C / CAULK, ADHESIVE OR DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SEALANT ® ALL JOINTS THERMAL f MOISTURE PROTECTION NOTES: SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED AT EXTERIOR WALL SPACE SHALL BE SEALED. PLATES & SHEATHING 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IIN NARROW CAVITIES SHALL BE CUT TO FIT, TYP. REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. CUTTING. NOTCHING AND DRILLING: 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON AS PER 20)20 N.Y.S.R.C. TABLE R-502.8 & R-602.6 DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE INSULATED ROOF / CEILING CAVITY DETAIL INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TiGHT CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. - L 1 1/2rr=1'-O" 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF BATT INSULATION SHALL BE CUT NEATLY TO FIT TOP BUILDING PAPER. AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, L/3 L/3 PLTATES 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WI1H 1 2- GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING OR INSULATION THAT ON INSTALLATION READILY / CONFORMS TO AVAILABLE SPACE SHALL EXTEND LX.D/3 TYPICAL SPRAY USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEHIND PIPING AND WRING. INSULATION VALUES: 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR V) NO NOTCHES D/3 CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS J ,�6: OPEN CELL SPRAY FOAM = R-3.5 / 1" PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. - PERMITTED MAX. OR Tue. CLOSED CELL SPRAY FOAM = R-7.5 / 1" 8. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q THE AIR BASHALL BE INSTALLED D/6 ID/6 MAX. HOT-DIP GALVANIZED, MILL PHOSPAHTIZED. ELECTRICAL/PHONE BOX ON EL CTRCALRRIER OR COMMUNICATION BOXES ORIND MAX. IFOR MEMBERS 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTiTiOUS MATERIALS OR DISSIMILAR EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. Li (LESS THAN METAL. .4" NOMINAL HVAC REGISTER BOOTS THAT PENETRATE FLOOR JOIST - CENTER CUTS (DIMENSION BORED HOLE 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED MAX. DIAMETER 1/2" SHEETROCK 2 x 4 INTERIOR WALL OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL X 40% OF STUD 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORM A Ld \ Q DEPTH STUD 2" MIN. CLOSED 2 x 8 BACKING STUD TO WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET Z CELL SPRAY FOAM PROVIDE NAILING AND JOINTS. O NO NOTCHES INSULATION SPACE FOR INSULATION 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. 0 PERMITTED 5/8" MIN. (R-7.5 / 1") - .. ABOVE AND BELOW ALL TRIM. Z LLJ w TO EDGE x 2" = R-15 R-6 FIBERGLASS N 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT < O Q `r x 5/ .,8 MIN. INSULATION BATT F I THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q U TO EDGE v' ) Cn AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE C:) z Cn VA EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. FLOOR JOIST - END CUTS ^=' -------------------------------------- NOTCHMUST ___________________________ NOTEXCEED ________________ ___ _____ _____ 25% OF STUD 2" MIN. DEPTH INSULATION & VENTILATION NOTES: - 21 - 135 FROM TOP EXTERIOR & BEARING WALLS: 2 x 4 WALL STUDS ) \ AND BOTTOM �' ''%. OF JOIST IF HOLE IS BETWEEN 40% 0 16" O.C. TYP. 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF v'• BORED HOLES SHALL NOT BE LOCATED IN AND 60% OF STUD DEPTH, ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS.THEN STUD MUST BE DOUBLE P A C THE SAME CROSS (i g 4 �a 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED AND NO MORE THAN TWO X SECTION OF CUT OR SUCCESSIVE STUDS DOUBLED 1/2 CDX PLYWD. SHEATHING COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. s \ a o NOTCH IN STUD AND SO BORED �}t ,- p 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY NTH INSULATION SPECIFICALLY DESIGNED .' -= / .1_; ACTUAL WINDOW AND DOOR USE. DATE` 10/18/2 3 DEPTH EXTERIOR INSULATED PERPENDICULAR WALL `' NO, 'I ,js f,:::j 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. �'� �t•,' ._ „t N TE R S E C TI 0 N DETAIL 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED AIRFLOW TO RIDGE VENT. "- -- r SHEET# 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT'. 7. ATiiC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. REVISED 6/18/24 PAC 7 A REVISED 12/15/23 PAC Q I _ I EMAIL: ICE SHIELD info©cgarten.com FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE FLOOR & ROOF DIAPHRAGM OF BUILDING (SEE R905.2.7) � BRACING DETAIL: SEE PLAN FOR BATT INSULATION R—VALUE ASPHALT ROOF SHINGLES 15# BUILDING FELT RIDGE SEE PLAN FOR SIZE ROOF RAFTERS ® 16 O.C. /- ' BLOCKING SIMPSON CS20 EACH RAFTER 1 1 l ®BBYSOBACK Q Z CONNECTOR WITH 4 8D ( > ` 2 2 W COMMON NAILS \ ATTIC U / (SEE WFCM TABLE A-3.4 W 1/2 PLYWOOD SHEATHING Q W CONTINUOUS VENTED SOFFIT TO MATCH EXISTING00 CEILING ~ Lo t JOISTS LJ__i W O 2%6" DOUBLE TOP PLATE FASCIA TO MATCH EXISTING FIRST / SECOND FLOOR Q 1/2' GW ROOF FASTENING ZONES FOR WIND UPLIFT 0 ro SIDING PER OWNER ry » 15# BUILDING FELT OR "TYVEK" HOUSE WRAP < 2'4 BLOCKING � Q 1/2" PLYWOOD SHEATHING 2 BAYS BACK = Q w WIN. ® 48" O.C. ROOF SHEATHING FASTENING SCHEDULE U 1 � EXCEPTION: WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF PANEL ROOF FASTENING ZONE SSYSTEM REQUIRED. USED, D ADDITIONAL ROOF DIAPHRAGM BLOCKING REGION NAILS LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) UPLIFT COMMON FANEL FIELD 6 6 6(b) (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS 2"x6" WOOD STUDS @ 16" O.C. R-15 BATT INSULATION. VAPOR BARRIER TO INTERIOR (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE DRAWING A-01 FOR ADDITIONAL NOTES AT GABLE END WALLS o 0 0 0 0 ° ' " 0 0 0 0 O 0 0 0 0 ° o 0 0 0 0 0 0 o: ° o 0 0 0 D o 0 0 0 CONTINUOUS 2%6" SILL PLATE ° ° ° ° ° ° o ° ° o 0 LTS12-1 0 0 0 0 3 O O O O O O O O O O O O O O 12-1Od NAILS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LSTA21 ° E 16-10d NAILS 0 0 0 ° 0 0 C o 0 0 0 o a 0 0 0 0 ROOF SHINGLE NAILING PATTERN o 0 6 FOR HIGH WIND 0 5 0 0 0 0 0 0 0 01 Q 1. (6)NAILS PER SHINGLE 0 2. (1)NAIL ON EACH END 1" IN FROM THE EDGE & (1) ON EACH SIDE OF THE CUTOUT 448d WALL SHEATHING NAILING PATTERN NAIL SIMPSON STRONG TIE HTT22 & LSTA 21 O m 0-) 1. SHEATHING TO BE INSTALLED WITH 6d NAILS LiJ 5� r— • LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS 0 Q r— NAILING & STRAPPING AT 3. SPACE NAILS ® 2 O.C. AT PLYWOOD EDGES SILL SEALER AND TERMITE SHEILD 4. SPACE NAILS ® 1 12" O.C. VERTICALLY IN PLYWOOD FIELD 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS •'. •, MAX. 3'-0" O.C. F z BASEMENT (SEE WFCM TABLE 3.26 & 3.2C) NAILING SCHEDULE B w o a EXTEND BOLTS MIN. 7" INTO FDN - ; SEE DETAIL #6 O WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION TO EACH BOLT ROUGH A B C D E F PAGE D-1 :r' 0 0 OPENING ' VAPOR BARRIER ~ 21-0" 2 (1) 2X4 -1 1 1 1 EXISTING 8"x16" CMU f �' . TABLE A— 3. 6 N Q Ln 0 FOUNDATION WALL ON 8"x1'-4" 4'-0" 4 (1) 2X4 2 2 2 2 -• •' • `• • ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1 4"X20 GA FOR; 130 MPH Cn U) POURED CONCRETE FOOTING 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 ) CONTINUOUS 2%4" KEYWAY 80-0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' - 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13V E A D E R ANCHORAGE DETAIL 3—0 BELOW GRADE (MIN) SIMPSON STRONG TIE HTT22 & LSTA 21 d 12'-0" 12 (2) 2X6 5 5 5 5 .d 4 .a A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ROOF RAFTER TO RIDGE WITH (4) 8D TYPICAL WA�EW S E C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO COMMON NAILS 8 END OF HEADER AT EACH SIDE ® EACH SIDE OF STRAP SFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) SEE WFCM TABLE A-3.6) F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE _j 1 Q w SIDEWALL 4— 2 x 4 STUD SOLID CORNER FULL HT. CORNERCUT LLJ STUD CONNECTED ��, Use every other nail hole LENGTH Z in a row to provide the ••TO TRANSFER SHEAR code—required minimum O nter END 12" MIN. TYP. (� z 2-16D COMMON NAILS cspacing ofor enails LENGTH Z L.LJ SIMPSON HDU5 ® 6" O.C. I-— HOEDOWN � w � � J 5/8"0 srµ 00 0 THREADED ROD C) z [n (3) 8D COMMON NAILS CLEAR SPAN BOX BM. :'-,,� EACH SIDE OF STRAP • TOSon Strong—Tie PER W.F.C.M. TABLE A-3.4 LENUMTH 21 - 13 5 comot ( TM) FLOOR JOISTS BRACING Sln son ;Stron Tie END ' • 2-2X4 D.F. P a- 12" MIN. TYP. DRAWN' TOP PLATE RIm JoIstt SIMPSON STRONG—TIE T627 Provide minimum�' LENGTH Rln Jolstt Installntlon g r ` ^ }\ P A C HDU5 SIMPSON end distance I ;A: ,� y,•, n f\� Equal number of SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED specified nails imp,on Strong—Tie fi UNDER MUD SILL TYPICAL AT EACH STUD. ALL CORNER HOLD DOWN ANCHORS in each end CS Coiled Strap DATE STRAPPING TO BLEAR A MINIMUM OF 12" ON STUD SURFACE SIMPSON STROMIG-TIE / ~ ! FASTEN ® EACH END OF STUD W/ 3 8-D NAILS 10 2 3 /18/ 1d,n3 i AS PER W.F.C.M. TABLE A-3.4 STORY TO STORY STUD TO STUD CONNECTION �� , ;.� / -�=�_.____:=% SHEET# FLOOR/WALL ASSEMBLY TO FOUNDATION 5 HOLD DOWN ANCHORS 3 SIMPSON STRONG—TIE CS SIMPSON STRONG—TIE HD 0 REVISED 6/18/24 PAC 8 1� REVISED 12/15/23 PAC 8 I EMAIL: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: GENERAL NOTES: ko,d info0cgorten.com 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 WIND DESIGN SEISMIC SUBJECT TO, DAMAGE FROM WINTER ICE SHIELD MEAN RESIDENTIAL CODE OF NEW YORK STATE. NEW ADDITIONS & RENOVATION GROUND SPEED TOPOGRAPHIC SPECIAL NAND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD IR N E X ANNUAL CLIMATE PROJECT. SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION MODERATE APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. NAME: SAS S O RESIDENCE 20 P.S.F. 130 NO NO YES B SEVERE ;36" TO HEAVY 11' YES 510 51' 4A 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION MANUAL J DESIGN CRITERIA OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. INDOOR WINTER SUMMER DESIGN HEATING ADDRESS:, 4 525 SOUTH HARBOR ROAD ELEVATION LATITUDE ALTITUDE CORRECTION FACTOR DESIGN 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES, HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, 15.0 FT. 41' N 15' F 86' F 11.00 70' F 75' F 55' F COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME S O U T H O L D N Y 11971 COOLING WND WIND COINCIDENT WET WINTER SUMMER PRIOR TO COMMENCING WITH WORK. VELOCITY VELOCITY DAILY( RANGE 7 TEMPERATURE DIFFERENCE BULB HUMIDITY HUMIDITY HEATING COOLING 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE I__ 11' F 15 MPH 7.5 MPH 72' F MEDnUM (M) 40X 32 GR ® 50% RH INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE w RESIDENTIAL CODE OF N.Y.S. I-_ 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH n-*, U n DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. r- CONSTRUCTION SHALL CONFORM TO THE 20:20 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATIOM. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED 8, THE CONTRACTOR SHALL MAINTAIN THE EXISTING XI W 1. ALL C FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND AT ALL TIMES. EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS 0 o CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF � }' � ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE THE FOLLOWING: 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. ~ Z GOO ONSARE BY THE FROM CAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE A � - i' FOR BUILDINGS AND OTHER STRUCTURESNOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, W - O �CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR OF FRSITEFLOORAND ARE AS S0 FOLLOWS:L., + 10 LBS. DL. = 50 LBS / S.F. TOTAL LOAD AND EACH PANE IN MULTIPLE GLAZING. SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENT(ATIONETHE W�INRIMUM NET AREA OFVENTILATION SOPENINGSESHALLOBE NOT OR R608.9(1) THROUGH R608.9(4). THOSE CORRO STTANDARSION IDSANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALQTIES RECOGNIZED UNDER = _ = rn EXCEPTION: R314.5 COMBINA11ON ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE SECOND FLOOR 30 LBS. LL., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. LESS THAN 1 SQUANRE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE < � ATTIC (UNINHABLE) 20 LBS. LL., + 10 LBS. DL. ;= 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER UNDER-FLOOR AREA. CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED U O n AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN PROMPTLY TO THE ARCHITECT. I-_ O Z (0 ROOF 45 LBS. LL., + 20 LBS. DL. = 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL R408.4 ACCESS. ACCCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF GO .� SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH (D ,- STEAM ROOM. ACCESS OPENINGS 'THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 MAY BE REQUIRED. - U) CHAPTER 3-BUILDING PLANNING R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. BY 24 INCHES 457E MM BY 610 MM AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9(9) AND R608.9(10). Iy w EXPOSED EDGE OF ENE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INICLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS CHAPTER 7 WALL COVERING AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. (_ 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST 8E SUBMITTED TO THE ARCHITECT IN WRITING FOR U LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC R502.1.1.1 PRESERVATIVBE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE APPROVAL. LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS IDENTIFIED AS REQUIRED)BY SECTION R317.2. INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF R502.1.1.2 END-JOINTED')LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE'. WITH THE WIND PROVISIONS OF ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOUD-SAWN MEMBERS(OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS THIS CODE USING THE ULT11AATE DESIGN WIND SPEEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELLSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, WELL AS PERMANENT CONSTRUCTION. DETERMINED FROM FIGURE R301.2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION NEAT-RESSISTANT ADHESIVE*OR 1HRA'INCLUDED IN ITS GRADE MARK. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 ANDR502.1.2 PREFABRICATEED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS 16. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVAIED PREFABRICATED WOOD IH-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM SECTION. ADDRESSED AND RESOLVED. WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED, FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE GLAZED OPENING PROTECTION FOR WINDBORNE DE63RIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUCTURAL(GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE REQUIREMENTS OF THE LARGE MISSILE TEST OF AS11M E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED AND IDENTIFIED AS REQUIRMD IN ANSI A190.1, ANSI 117 AND ASTM D3737. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. CONFORM TO ASTM C6464. FAIL TO FOLLOW MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R502.3.3 FLOOR CAANIILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE RESPONSIBILITY AND SLIABIILIITY ARISING THEREFROM. m THE WORK, THE CONTRACTOR ;SHALL ASSUME ALL WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTFS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN NOMINAL DEPTH OF THE WOOD FLOOR JOIST. R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO CP ACCORDANCE TH AN IMPACT-RESISTING STANDARD OR ANSI/DAMAA 1155. IMPERVIOUS MOISTURE BARRIER. SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS WI SI A108.1, A108.4, A108.5, A108.6, A108.11, R302.5 DWELLING-GARAGE OPENING AND PENEIRAITTON PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO R502.8 CUTTING, MILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2 . DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE NOT BE CUT, BOREED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER 19' WHETHER EQUOT THE AL OR UNLESS SPECIFICALLYTENT OF THE OCALLEDPOUT.D WERE MATERIALS ARE NOTTTESPECIFIED CONTRACTORS BRAND AND THE RESIDENCE `SHALL BE EQUIPPED WITH SOLID WOOD DOORS ) FIGURE R502.8. AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS ARE TO PROVIDE SAMPLES FOR APPROVAL BY ONE, OR A COMBINATION, OF R502.10 FRAMING COF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. MANUFACTURER'S RECOMMENDATIONS. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SEC11ON R318.2. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. OR 20 MINUTE FIRE-RATED DOORS, EQUIIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE J REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 21. FA THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE CLOSING DEVICE. CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SEC11ON R317.1. 332. FLOORS SHALLL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE 6, 7, 8 AND MARINE 4. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS, SEE SECTTOMI R403.1.8). 22• AS REQUIRED BY TABLE R302.6. OPENINGS IN GARIAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS EXISTING R702.3.5. THE WALL SEPARA11ON PROVISIONS OF TAABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. R507.2 MATERIALS. MAAIERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. STRUCTUREAAS A RESULT OFIiTHHE NEW WORK,THE ADAM GEYSHALL BE REPAIRED TO. IF ANY DAMAGE LIME SATISFACTION OF ID OCCUR TO THE THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION WALL CHAPTER 4 - FOUNDATIONS LUMBER, PRESERVAAIIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR R703.3.1.1, SECTION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-O" O.C. ALONG RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH I PROTECTION. ENCLOSED SPAICE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NAIURAAILY DURABLE LUMBER, AND TERMITE PROTECTED WHERE INSTRUCTIONS. WALL SPACES AND NOT MORE MORE THAN 6'-0" FROM THE CORNER TI A WALL OPENING. IN ADDITION, ANY R302.7 UNDER STAR REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE ISOLATED WALL THAT IS 2'-0" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCESS PANEL SHALL WHAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R3011 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL SURFACE AND ANY SOFFIT. PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND S-O" MIN. BELOW FINISHED GRADE. USING THE WET SEF.RACE FACTOR DEFINED IN AWC NDS. BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENITS OF THE NATIONAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL (12.7 MM) GYPSUM BOARD. OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FILL MATERIAL TS BE ACCEPTABLE SAND, GRAVEL OR ONE INCH IN LA BOTH WHICH MAY WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTFRCATE TO OWNER. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC (C)MPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL AND HANDRAILS SFHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND FOLLOWING LOCATIONS: BE OBTAINED AFTER COMPLETION. CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM IDEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 2s. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUP[-RCEDE SCALED DIMENSIONS. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH R302.10 FLAME SPREAD INDEX AND SMOKE-DEVEL(OPED INDEX FOR INSULATION. PERCENT OF MAXIMUM DENSITY. SPECIFIED IN TABLES R301.2 1 IN ACCORDANCE WITH SECTION R403.1.4.1. BASEMENT. ( ) SECTION 703.2 FOR SUBSEQUENT DRAINAGE. ' FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN 5.R4o3.1.s FOUNDATION ANCHORAGE. wooD SILL PLATES AND wooD WALLS SUPPORTED DIRECTLY ON ACCORDANCE WITH SECTIONS R302.10.1 THROUGH IR302.10.5. EXCEPTIONS: CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. R507.5 DECK BEANM� MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS CHAPTER 8ROOE-CEILING CONSTRUCTION R302.11 FIREBLOCKING. FlRf=BLOCKING SHALL BE PFROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE IR107.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM Q STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FA'AFTENED WITH TWO ROWS OF 10D 3-INCH If 0.128-INCH R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 6" 0 CONSTRUCTION IN THE FOLLOWING LOCATIONS: RESCUE OPENING. ( ) 2. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO NAILS MINIMUM AT 1; INCHES (406 MM) ON CENTER ALONG EACH EDGE. BEAMS GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION DIAMETER 1. IN CONCEALED SPACES OF STUD WALLS ANM PARTITIONS, INCLUDING FURRED DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION SPACES AND PARALLEL ROWS OF STUDS OR STAGGGERED STUDS, AS FOLLOWS: BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL FALL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3048 MM). SHALL BE PERMITTEEI TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE 1.1. VERTICALLY AT THE CEILING AND FLOOR LEWELS. EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. 7.ALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION ALLOWABLE BEAM `.SWAN. BODY THAT COMPLIES WITH DOC PS 20. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDINOG 10 FEET (3048 MM). R403/FOOTINGS AND SECTION R4a4/FOUNDATION WALLS. R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS r 0 � 8. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. R507.9.1.1 LEDCS[R DETAILS. DECK LEDGERS SHALL BE A MINIMUM 2. TIT u1TEac MMVCTONS BETWEEN CONCEALED VERTCAAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND REFLECTIVE W m m OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 2-INCH BY 8-14INCH (51 MM BY 203 MM) NOMINAL, NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. WHITE "V" - TYPE 5 FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED CONSTRUCT11ON � 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR 114THOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER I CLASSIFICATnON U Q T- ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTnON R302.7. GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF(A) THE TOP OF THE FOOTING OR (B) s INCHES (152 MM) BELOW THE PRESSURE-PRESSERVATIVE-TREATED HEM-FIR, OR APPROVED, R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT z 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR REFLECTIVE LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE (PASSAGE OF FLAME AND PRODUCTS OF OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DUFRABLE, NO. 2 GRADE OR BETTER LUMBER. LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN RED "FR" - FLO(OR AND ROOF W = >_ COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT DEPTH THAN THE CUT END OF THE RAFTER. PANTONE #187 FRAMING MEMBERS ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JCOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A ,� - F=- z 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACEES, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL MINIMUM 2-INCH-N4CMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 1. R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 6. Fl UNIT KING OF CORNICES OF ATWO-FAMILY DWELLLING IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL LUMBER OR A MININMJM 1-INCH BY 91/2-INCH (25 MM DE 241 MM) DIMENSIONAL, L1/2" LIJ � C) DWELLING UNIT SEPARATION. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR DOUGLAS FIR OR BBEFTER, LAMINATED VENEER LUMBER. THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE STROKE � _J BE ASSUMED. R602.3(1). O R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE TRUSS SIGN DETAIL: U) 0 CHAPTER 6 - WAALL CONSTRUCTION REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED ^T 0 = PROVIDED WITH A 1/2-INCH 12.7 MM GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATFTACHED � LC) �- / ( ) / [NY] R602.1.1 SAANN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A TO A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES (n N D AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OITi EQUIVALENT ON THE UNDERSIDE GRADE MARK OF' 4N ACCREDITED LUMBER GRADING OR INSPECTION HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT (LESS THAN HERE SHALL BE A LANDING R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. T OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED OF THE FLOOR FRAMING MEMBER. AGENCY AND HAKE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKIMIG Q LC) O OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDEUIGHT, IT EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIM'WENSION LUMBER OR STRUCTURAL BODY THAT COMRP TES WITH DOC PS 20. DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL MAY BE A PERMANENT NON-FADING STICKER OR DECAL SIGNS NOT DIRECTLY COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTI110US R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, WEPLLI RTO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL EEF MANUFACTURED AND IDENTIFIED AS REQUIRED IN FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, AN,IS 117 AND ASTM D3737. 3-INCH (25 JOISTS BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). , ..PLUMBING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE R602.1.6 CROSS-_LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALLLL PLUMBING OPENABLE AREA TO THE OUTDOORS SHALL BE NO'T LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVAl10NS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1 2 BE MANUFACTURW® AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF APPROV 0 AS1OTED WlATER LINES N WASTE 320. CONSTRUCTION SHALL HAVE AN AT11C ACCESS OPENING TO AT11C AREAS FLOOR AREA BEING VENTIATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER tt�,� r 3 TEtTING BEFORE CC`JEPI i� RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI). 41rATE:t 1 EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. R602.3 DESIGN A4JD CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). 1. THE GLAZED AREA NEEDNOT BE OPENABLE (WHERE THE OPENING IS NOT 2. ALL CONCRETE SHALL BE STONE CONCRETE(3/4- COARSE AGGREGATE) HAVING A MINIMUM CONSTRUCTION S3hALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE REQUIRED BY SEC11ON R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS STRENGTH OF RCIN PSI AT 28 DAYS. FEE Y: 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISONS OF THIS CHAPTER AND FIGURES R602.3(1) AND NOTEFY' BUILDING DEPARTMENTAT ('LUMBER CERTIFICATIO,'� SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTT(ON M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IM!ACCORDANCE WITH AWC NDS. COMPONENTS OF 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES DESIGN CRITERIA: 831-765-18D2 6AM TO 4PM FOR THE ON LEAD CONTENT BEFORE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED 11HAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROWN R602.3(4). WALL SHEATHING SHALL BE FASTENED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 FOLLC`.'c'N� ' INSPECTIONS: CERTIFICATEOFOCCUPANC' AN AVERAGE ILLUMINATION OF 6 FOOTCANDIFSOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR , ,I, r, HEIGHT OF 30 INCHES ABOVE 1HE FLOOR LEVEL SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND LIVE LOADS: �• F' ' ) -TWO REQUIRED THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM (-11 �(t.,,.,�_�,,; •, SOLDER USED IN WATER BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS) ONCRETE R303.3 BATHROOMS. BATHROOMS, WATER CLOSET (COMPARTMENTS AND OTHER SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL EXPOSURE USING)TABLE R301.2(3) AND SHALL CONFORM TO THE 2• Rr111�;` '-`A%4'vG&PLUMBINQ SUPPLY SYSTEM CANNOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE FOOTINGS SHALL BE STEPPED 1. EXTERIOR BALCONIES = 60 P.S.F. r SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGMTE GLAZING AREA IN WINDOWS ( ) WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS ON TABLE R602.3(3). WALL SHEATHING USED ONLY FOR 2. DECKS - 40 P.S.F. 3. .`"'4 EXCEED 2/10 OF 1/ LEAD. SIDE AND 27 INCHES 698 MM WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), OWE HALF OF WHICH SHALL BE EXTERIOR WALL (COVERING PURPOSES SHALL COMPLY WITH SECTION 4. , L-CONSTRUCTION MUST OPENABLE. EXCEPTION: THE. GLAZED AREAS SHALL. NOT BE REQUIRED WHERE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL R703. , 3. ATTICS WITHOUT STORAGE = 10 P.S.F. ,.� - R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WTH NFPA 72 AND SECTION R314. ,, LI..TE FOR C.O. ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ,ARE PROVIDED. THE MINIMUM EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). 4. ATTICS WITH STORAGE = 20 P.S.F. ELECTRICAL R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND Al . : ?:i::TIUN SHALL MEET THE I�ASI�ECTf0�1 REQUlF�E� LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN s. SLEEPING ROOMS = 3o P.S.F. :,_ins TS OF THE CODES OF NEW M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. R ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE Y(- .!,' ._1 E= NOT RESPONSIBLE FOR [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PL_.1TE. WOOD STUD WALLS SHALL BE CAPPED WITH A 7. STAIRS = 40 P.S.F. I- [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INITERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVDED IN NEW ATTACHED GARAGES. QE,.tz,.aL,,,.iii-CONSTRUCTON ERRORS Ld PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLLUMINAIE THE LANDINGS AND EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLANTE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS B. GUARDRAILS AND HANDRAILS 200 P.S.F. TREADS. THE LIGHT SOURCE_ SHALL BE CAPABLE 0)F ILLUMINATING TREADS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIOTIS WITH BEARING PARTITIONS. COMPLY WITH ALL CODES OF TRESS PL,0.CAR®IhG REQUIRED WLd LANDINGS TO LEVELS OF NOT LESS THAN ) FOOT-CANDLE (11 LUX AS MEASURED UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 R602.7.5 SUPPOFFTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON DEAD LOADS. NEW YORK STATE &TOWN CODES o RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. MM ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET 1829 MM ON CENTER 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. U) Z AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT [NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT ) ( ) EACH END WITH IDNE OR MORE JACK STUDS OR WITH APPROVED AS REQUIRED ND CONDITIONS OF EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX [ EQUIVALENT APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR 1A. TYP. WOOD SHINGLE ROOF = 15 P.S.F. O OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM ANCHOR BOLTS. BOLTS $�U IHO[�Y�WN ZBA DO NOT PROCEEb WITH z_ W L;_; OR MORE RISERS. ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION / ) R602.7(2). 2. TYP. HARDWOOD FLOOR = 14 P.S.F. W/ 1/2" GYP. BD. = 16 P.S.F. FRAMING UNTIL SURVEY; � --I -j EXCEPTIONS: SHALL EXTEND NOT LESS THAN 7 INCHES (178 MM) INTO CONCRETE OR GROUTED R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL D [)F Fr' li'i'�ATitinN LOCATION `L I- SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. �, ,, rut l NN V 1. A SWITCH IS NOT REQUIRED WHERE REMOTE„ CENTRAL OR AUTOMATIC CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THEE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE 0' MANUFACTURERS INSTRUCTIONS. 4. TYP. CEILING = 12 P.S.F. S� HAS BEEN APPROVED. o F-- Gn CONTROL OF LIGHTING IS PROVIDED. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C7,3 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR TRUSTEES EXCEPTION: HEAT DETEC11ON SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. *- - 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NJOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED 5. TYP. EXT. BALCONY = 17 P.S.F. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: t POWER IN ACCORDANCE WITH SECTION E3401.2.1. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND (CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR 6. TYP. DECK = 11 P.S.F. 1. IN EACH SLEEPING ROOM. MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE CONCRETE FACINIG BRICK. 7. TYP. INTERIOR WALL = 10 P.S.F. C^""' Must provide Manuals 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. .,.�__� _ , J U HPC R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HTAVE A FLOOR AREA OF NOT 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SECTION. R608.1 GENERAL.. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND 8. TYP. EXTERIOR WALL = 15 P.S.F. $AHD D, J and S as per LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED INI ACCORDANCE WITH THE PROVISIONS OF THIS SECTION 21 - 135 EXCEPTION: KITCHENS. ATTICS. IN DWEWNGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT OR IN ACCORDANVCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. All exterior lighting STY S Fncr Code R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS ShHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ALLOWABLE DEFLECTION OF OCCUPANCY OR 1TTStaI}ed replaced or (2134 MM) IN ANY HORIZONTAL DIMENSION I N THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN STRUCTURAL MEMBERS 7 r- p EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND 'THE CONCRETE ITSELF, SHALL CONFORM TO AS PER 2020 N.Y.S.R.C. TABLE R-301.7 UI--,C IS UNLAWFUL repaired shall conform PAC R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS ODF THIS SECTION, PCA 100 OR ACI 318. STRUCTURAL MEMBER ALLOWABLE V. '`► ' t0 Chapter 172 CEILING MEASURING LESS THAN 5 FEET 1524 MM)I OR A FURRED CEILING DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS I i`TOUT CERTIFICATE p ---- ( ) FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR �.-- MEASURING LESS THAN 7 FEET 2134 MM FROM )THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. R608.8.2 LINTELSS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS DEFLECTION of the Town Code V-0 -r��\ ( ) RAFTERS HAVING SLOPES L/180 - - _- ,� DATE FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SEC11ON R314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. GREATER THAN 3/12 WITH NO 01 OCCUPANCY ,• - vI ,> R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION FINISHED CEILING ATTACHED '/'\` `'`.. �� 10/18/2 3 WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION R608.9.1.1 ANCHCOR BOLTS. ANCHOR BOLTS USED TO CONNECT TO RAFTERS _• I \ C) R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A LIGHT-FRAMED FI'LOOR, CEILING AND ROOF SYSTEMS TO / f .-\ BASEMENTS CONTAINING THESE SPACES SHALL HAWE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R3141 AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS INTERIOR WALLS AND PARTITIONS H 180 � �` �'s ` ( ) Blower door . LESS THAN 7 FEET (2134 HIM). BATHROOMS, TOILETTE ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. CONCRETE WALLS, IN ACCORDANCE WITH FIGURES R608.9 1 THROUGH FLOORS AND PLASTERED CEILINGS L 360 RETAIN STQREJI�'VATER RUNOFF - " � SHEET# R608.9(12) SHALLL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON ALL OTHER STRUCTURAL MEMBERS L 240 ` (', �:;!,,� SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN) 6 FEET 8 INCHES (2032 MM). BOTH ENDS WITH I A HEX OR SQUARE NUT ON THE END EMBEDDED IN EXTERIOR WALLS WITH PLASTER OR L/360 PURSUANT TO CHAPTER 236 and ductwor'l; - ,� , THE CONCRETE. EBOLTS AND THREADED RODS SHALL COMPLY WITH STUCCO FINISH OF THE TOWN CODE, testing required. I � .�( '0 I'�-�81� I SECTION R608.5.22.2 EXTERIOR WALLS - WIND LOADS WITH L/240 - ' , i �C BRITTLE FINISHES ,"�,,�i, / EXTERIOR WALLS - WIND LOADS WITH L/120 `�' - ~ FLEXIBLE FINISHES �--_.._�..✓ Q / I I LEGEND: EMAIL: EXISTING WALL TO REMAIN info@cgorten.com NEW P.C. WALL TO BE CONSTRUCTED NEW CONC. BLOCK WALL TO BE CONSTRUCTED DROP TOP OF CONC. ( EL. -0'-0") sC —_ F EXISTING WALL TO BE REMOVED BB — SECTION SECTION MARK J SHEET # L— DETAIL # Lij 2 DETAIL SHEET # U O SMOKE DETECTOR Q w U 0 Cy) CARBON MONOXIDE / SMOKE p ® DETECTOR COMBINATION Z00 _ _j � Ln BEARING POINT POST ABOVE W Nt � O ■ POST BELOW Z = Y 0- B.P. CL ■ BEARING POINT POST ABOVE do BELOW O Q a ( , J B.F. BOTTOM OF FOOTING ELEVATION /F— U O ZO v / v T.F. 00 TOP OF FOOTING ELEVATION N T.S. TOP OF WALL SHELF ELEVATION0-111Q T.W. TOP OF WALL ELEVATION I Q Lv U 13'-2" 23'-0" 13'-2" 23'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN 1 V-4" EX. TO BE REMOVED EX. TO BE REMOVED r -- — — — -- — — — — — — — — — � I =_ -=�T1F __ -L, - - -- — — — — — — — — i III I 11 I � la IIII o EX. SCREENED PORCH FLOOR m III m ABOVE TO BE o � EX• IIII l REMOVED I1 � SCREENED II ,I 1 1 10 III PORCH o I W 11 1- W I I I I III I I I�11 I - - - - - - - - - - - - - - - - - - - - - - - -- - i - - DN Q I Q m EX. - m co EX. CELLAR I I EX. CONC. BLOCK = ? cO EX. CELLAR I EX. = H STAIR TO I i EX i I FOUNDATION O c� STAIR TO BATH I MUD o W REMAIN I I WALL TO BE 1 w REMAIN CELLAR I I I CUT-BACK & - _ OOM 0 I I i I I I REMOVED o i/ - I / o F- Q - - LJ I I w - - _ T - - - - r - - - - _ � w 7 -1 — _ I - -- - - - - - -� .- - - - - - — O i I 3'-0" I - I m 6) -- - I I I Ex. TO C l_� - - - - - - L J w I I I i I REMAIN o - -_ -I U Q o 11 I I I I I I 1 11 LiJ �- W I EX. I I l o l I I l-�r� 0 = z SLAB ON I I I I W EX I (n I— Lj- GRADE I I I I ml I M o IIII BEDROOM #2 EX. l EX. < LLJ 0 o I L I INI I I CK Z 1 DINING I TCHEN O O F� ma I TO BE REMOVED i I ( M I I J o 0 -� O 0 (n = II F_ V' I 1 1 I I ..I I I Li I ' I _ = III (n I n I- I I o O L I ^ EX. 2 x s l �'( F.J.'s I o �i 1 1 --� oI o (n N M ; X I I v I I ox MI III II II �I M , QLn0 w I I I I cn EX.® 1s" I I O.C. I I w m I II I m (� d- (n w I I I I z x - - - - - - - - - - - - - CELLAR z _ z L - - - - I �I- - - - L-- - -- - - - - X - - - - -- -- - - - L - - - - (EX. T-0" (V.LF.) I I as X w i -1 CLG. HT.) I I w - -- - -- - - w I I EX. P.C. SLAB I I N w X. CONIC. BLOCK 0 FOUNDATION I I I EX. I a L __ - _- J I_ WALL TO BE I I I I I I CRAWL I I a REMOVED SPACE ► I u l DEMOLITION NOTE: I I I I I I I I EX. EXISTING ROOF, EXISTING { I I I I I I I m LI NG RO CEILINGS, EXISTING WALLS I I I M AND FLOOR FINISHES TO BE I IIII BEDRO 1 REMOVED DOWN TO EXISTING SUB—FLOOR.— II I I - - - - - - I I I � , III ;' i1 (n I I I EXISTING SUB—FLOOR L - - - - - - - - - - - - - J I I (HATCHED AREA) TO I � REMAIN AND PATCHED Q I I / I, I I I REPAIRED AS REQUIRED. Il I� —1 In L - - - - - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- -- -- T -- - - - I_ z 0 .J Q L1J U C) 13'-2" 20'-0" 13'-2" 20'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING SUB-FLOOR TO REMAIN 21 - 13 5 PAC _ DATE FOUNDATION DEMO PLAN FIRST FLOOR DEMO PLAN 10/18/23 1/4"=1'-O" 664 S.F. EXISTING LIVING AREA TO BE REMOVED TO EX. SUB-FL. _ - `r `. SHEET# 194 S.F. EXISTING LIVING AREA TO BE REMOVED 115 S.F. EXISTING SCREENED PORCH AREA TO BE REMOVED cc I i EMAIL: info@cgorten.com NEW U.L. RATED FLUE PIPES FROM TYPICAL VERTICAL BOARD & H.W. HTR. & EN SIDING AS SELECTED F.P. TYP. -j TYP. RIDGE VENT BY OWNER N 0 12 4 L---- W �- BOT. OF HDR. PROPOSED r ® UPPER ATTIC ~ U ROOF 12g- WINDOW 1 — TW 18210 10 Lij .�- 0 [ 0 >_ rn — � O.H. 12 _ Z 00 12 PROPOSED- - � F- ROOF Lu 1 x6 RAKE BD. W/ 1 I I \ W � O x 4 FRIEZE BD. TYP. I I ® ® ATTIC WINDOW 1 n < 12 12 STANDING SEAM—� Tw 000 N\ J CC I - I ALUMINUM ROOF ts210 12 PANELS ® PORCH STANDING SEAM U CIO Z CONCEALED ALUMINUM STEP FLASHING OVER � � � ICE SHIELD TYP. I _5 BOT. OF CLG. JOISTS ALUMINUM ROOF O PANELS i � BOT. OF CLG. JOISTS I ® KITCHEN ' = Q W ® KITCHEN o TOP OF PLATE _ TOP OF PLT._ U TOP OF PLT. TOP OF PORCH GIRDERSLl -4 1 -4 FLYING • (O.H. GABLEFLYING \ o GABLE O8 BOT. OF HDR.'S \ N j \ O \ 3070 \(wn I a- o j o TYPICAL HORIZONTAL N � b j o 5/4 x 4 CORNER BD. i NEW 4x4 ACQ PORCHi j o c� n. LAP SIDING W/ f7" Er on a POST W/ 1 x AZEK EXPOSURE AS N °' TRIM W/ 1 x 8 BASE: Tw26410 - 3 MULLED 00 -- _ TW210410 Tw2to410 SELECTED BY OWNER & 1 x 6 CAP TRIM ( TYP. FOR 3 ) TOP OF SUB-FL. TOP OF SUB-FL. TOP OF TOP OF SUB-FL. LANDING (MATCH EXISTING) TOP OF FOUND. WALL `� TOP OF SLAB o) TOP OF TOP OF FOUND. WALL = In N L — J L — J — I PORCH WALLS PATIO / PORCH BLUESTONE _ uj `j I I ( I AS SELECTED BY OWNER I I aGALVANIZED M . i� a AREAWAY TYP. I I I I I I N I I I I I I I in 0 a TOP OF FTG I — — — — — — TOP OF FTG. a. : I� TOP OF FTG _ - - - - - - - - - - - � - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -IL � —I� — — — — — — — — — — — — — — — — — - C - - - - - - - - - - - � — — — — — — — — — — —— — — — — — — — — — — — — — - - - _ I T I I I I I I TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME MEOWS & DOORS: HIGH DEFINITION ASPHALT ROOFING LEFT SIDE ELEVATION- SHINGLES W/ LIFETIME WARRANTEE. THE FODLDWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED R FRONT E L E VA TI 0 N COLOR: AS SELECTED BY OWNER THEIR �EIUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE I COE. THE 2020 RESIDENTIAL CODE OF N.Y.S. 1/4"=1'-O" (NORTH) TYPICAL HORIZONTAL SIDING: 1. WINDOWVSMLL BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG WINDOWS WITH 2 OVER 1/4"=1'-O" (WEST) 2 DIVIDDEE LITE AS SHOWN WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF HORIZONTAL SIDING W/ 7" EXPOSURE. 0.30 (.;3,MAX.) / SHGC OF 0.28 AND A PERFORMANCE RATING OF DP 30 MIN. COLOR: AS SELECTED BY OWNER W/ INTERI&RCOLOR: WHITE EXTERIOR COLOR: BLACK MATCHING CORNERS AND WHITE SOFFITS, 2, PATIO ODORS WILL BE ANDERSEN A-SERIES GLIDING DOOR WITH HIGH FASCIA, TRIM, & ACCESSORIES PERFORMMNCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 AND A PERFORRMkNCE RATING OF DP 30 MIN. Q INTERIODR COLOR: WHITE EXTERIOR COLOR: BLACK TYPICAL BOARD & BATTEN SIDING: Q 3, ENTRAMCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 0 "HARD(BATTENS " SHEETS O.C. 1 COLOR: WIDE COMPLIAAN(E WITH MANUFACTURERS REQUIREMENTS. 01-1 AZEK BATTENS ® 12" C. COLOR: WHITE W/ MATCHING CORNERS AND WHITE SOFFITS, FASCIA, TRIM, & ACCESSORIES TYPICAL EXTERIOR TRIM: m m ALL EXPOSED TRIM TO BE AZEK OR NEW U.L. LJ 0 � VERSATEX & PAINTED WHITE RATED FLUE Z Q PIPE TYP. o Z TOP OF ROOF -1 W = _ o = z W o 12 ----_ - ---- ry 0 J a 4 - 0 12 TOP OF Lc) LOWER RIDGE 12 QLnO TOP OF PLT. -- -- - (n d- V) O.H. „ _ — BOT. OF HDR.'S FLYIIINI GAB4L! - _ PROPOSED BOT. OF C.J.'S = o ROOF ® GREAT ROOM LINE OF GABLE - .r w WALL BEYOND I _ \ N TYPICAL HORIZONTAL I _ a LAP SIDING W/ ±7" I _ = I a j EXPOSURE AS TW210410 I °J d SELECTED BY OWNER 7W26410 - 3 MULLED CONCEALED ALUMINUM o — -- STEP FLASHING OVER i� m — ICE SHIELD TYP. N o a TOP OF SUB-FL - - - — _ _TOP OF PLT Et n TOP OF PLT. a TOP OF PLT. ------- o m \ uj N O W O N fN O a BOT. OF HDR.'S FLYING BOT. OF HDR.'S 1 _44 1'-4" BOT. OF HDR.'S a GABLE FLYIII�G GABBLE FLYING A51 A3 TEMP. A51 TYPICAL HORIZONTAL W GABLE ' Ell o _ 1 x 4 FRIEZE BD. EXPOSURE ASLAP SIDING / f7" a N 1 x 4 FRIEZE BD. 4PEGP 120611 \ o d N Ld W O SELECTED BY OWNER j a i CNI o °' a N 4 x 4 CASING 5 `j AROUND WINDOWS LTW0410 - 2 TW2641D W- 3 MULLED z I� & DOORS TYPICAL O TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. Q (MATCH EXISTING) (MATCH EXISTING) (MATCH EXISTING) Z \ / J 04— TOP OF LANDING TOPOF FOUND. WALL Q J U o TOP OF WALL _ = EX. GRADE _ - - I � ao W wvi BILCO L_ — J — J o 16" x 8" VENT CX,35 STACK-WELL o (TYP. FOR 7) AREAWAY TYP. I EGRESS� 2 I NOTE: o a ALL EXT. SCONCES NOS: TOP OF FTG..TOP OF FTG. I- - - - - - - - - - 6'-8" A.F.F. TO CL GFI OUTLET I®-I ° LIGHTING OUTLET FRONT EAR _coo _ _ _ _ _ _ _ I I_ T - - - - - - -- - REQ'D ® EA. EGRESS GRADE ACCESS — — — — — — — — — - - - - - — - - — — — — — — — — — — — — — — — — 21 - 1 35I- - - - - - C - - - - - — LC1I- - - - - - - - - - - - - - - - 0- MAX. I L - - - I I r - - - J I I I I I DOOR AS PER N.Y.S.R.C. AS PER N.Y.:S.R.C. Q I 1 — E-3903.3 E-3901.7 l- - DRAWN BY — 2 —30•— - - - -� I I TOP I I - - - � —I- - - - - - - — I � — OF SLAB N TOP OF FTG. - - - - - - - � L - - � — - - J �- - - - - - - - - - - L J L - - - - - - - - - - - - - - - /.,c, - r�;,�� PAC . - - - - - - - - — J- - - - - - -- - - - - -� — — — — — - �, DATE STEP FTG. 1 AS REQ'D. j I 1 O 18�23 (; I I \ SHEET 1 P RIGHT SIDE ELEVATION REAR ELEVATION 3 (SOUTH) 1/4"=1'—O" (EAST) 1� REVISED 12/15/23 PAC 8 I EMAIL: 1s" O.C. 2x6F.VS ® LEGEND: info@cgorten.com ' 4x POST SIMILIAF; � (3) 2 x 6 NEW 4" P.C. SLAB --� EXISTING WALL TO REMAIN CORNER HOLDOAI PI�EoF 3/4" x 12" FLUSH HDR. 6x6 W.W.M. SIMPSON ER STHDI4RJ PORtI TOP OF PATIO BLUESTONE NEW P.C. WALL TO BE CONSTRUCTED STRAP TIE: F- 7-vi-/ . 2" CLEANNAILS MIN. 1 1/2" BORDERSAND NEW CONC. BLOCK WALL TO BE CONSTRUCTED END DISTANCE FROM GRADE TYPICAL NEW FOUNDATION WALL: EDGE OF STUDS W.W.M. S DROP TOP OF CONC. ( EL. -0'-0") a- BILCO STAKWEL 38-16D SINKER - r 8` P.C. FOUNDATION WALL x f 3'-4" HIGH W/ (2) 2 x 6 N I- w AREAWAY ° ° ACQ SILL PLATE ON 16" W. x 8" D. P.C. CONTINUOUS 2-2x6 ACQ PLATE PAN (3) MODULES HIGH FOOTING & 2` x 4" KEYWAY & (2) #5 REBARS. C _ _ _ EXISTING WALL TO BE REMOVED PR 5 Ups .. Q o 0 °X e 2 x 10 ACQ CX135 N TYPICAL NEW ANCHOR BOLT: B SECTION MARK M o (D FRAME RIPPED TYPICAL SECTION Z Z Q 1 TO 8" AROUND 6-MIL. VAPOR BARRIER 5/8" DIAM. x 12` HOT DIPPED GALVANIZED SHEET Lj Q N M.O. CX135 OVER 4" GRAVEL FOUNDATION ANCHOR BOLTS W/ HOT DIPPED 30" MIN. ` a a��Gl °' 00 = 00 R.O.= 2 8" W. GALVANIZED PLATE WASHERS 3`x3`x3/16` ® 33" O.C. ��2� DETAIL # U ry REBAR LENGTH ONE #4 - X 3'-5 1/2" H. MIN. & MAXIMUM 1'-0" O.C. FROM CORNERS. W/ MIN. 7" �1--- DETAIL SHEET # ° s REBAR IN O \��JJ 5/8" DIAM. ANCHOR BOLT) d SHEAR CONE i EMBEDMENT. W/ 7" MIN. EMBEDMENT (12" MIN. _ -.-.-.- ��r� w r INTO FOUNDATION ° 11z• IN, REBAR LENGTH) 4" 8" _ T.W. ® ? P.C. SLAB DETAIL O SMOKE DETECTOR �-/ O FROM N O MASONRY ~ Ccf) GRAVEL „ , „ // i- CORN R \ Q OPENING X w °° V 1/2 =1 —0 ® DETECTOR COMBINATION MOKE r � � E IZ, '� ¢ S L A B ° E;B B.P. BEARING POINT POST ABOVE OF A.B. OF A.B. P.C.P C. HAUNCH U N C :I I `� CV Ow ■ POST BELOW Q H-- ^ DETAIL @ PATIO_ DAMPR°QFING 0 BELOW GRADE B.P. -j 0 a TYPICAL 48'-0" OVERALL ■ BEARING POINT POST ABOVE & BELOW L__ U O O 2-1 � CORNER H(OLDOWN @ 1"=1°-0" N T.O. SLAB PROPOSED B.F. BOTTOM OF FOOTING ELEVATION (n CAD('1 RIM JOIST DETAIL NEW 8" P.C. 12'-6" 17'-4" 18'-2" T.F. TOP OF FOOTING ELEVATION T.O. P.C. FTG. ,..° FOUNDATION PROPOSED ADDITION PROPOSED ADDITION EXISTING Q Ld T.S. TOP 0>F WALL SHELF ELEVATION 4 N.T.S. WALL 3'-0" 9'-6" 2'-8" 13'-0" T.W. TOP OF WALL ELEVATION PROPOSED LANDING U EGRESS WINDOW 8" 5'-6" 8" 5'-6" 8" 2 AREAWAY DETAIL (2) 2 x 6 ACQ SILL PLT. DOOR SILL OVER W/ COPPER TERMITE I-L.C.C. DOOR PAN OVER I NEW 4x4 ACQ PORCH POST P.C. P.C. LINE SHIELD OVER STYROFOAM ICE-SHIELD FLASHING I I W/ 1x TRIM W/ CAP & (I A WALL( B WALL C SLAB°ON4G GRADE W/10 SILL SEALER BASE ( TYP. FOR 3) 11 I I 6 6 6 HAUNCH SLAB PERIMETER FINISHED FLOORING BLUESTONE STEPS ON ICE SHIELD PITCH -1/8" I t 3/4" MORTAR BED FLASHING I I II 3/4" SUB-FL. PER FT. II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF SUB-F� ----- TOP OF SUB-FL. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - -� TREAD TOP OF P.C. SLAB DROP TOP OF CHEEK P.C. STEP W/ 1 BLUESTONE b 1 EA 2 x 8 F.J.'S ® 16" O.C. PAVERS - F IN ON t3/4" _ _ ® HOUSE WALLS 9" FROM TOP 0 � N w y N y co BLUESTONE PROTECT WOOD 1 MORTAR BED 1 1�4" w - w I TYP. FOUNDATION WALL ° o � V)>- TOP OF P.C. SLAB a w �i w J TREAD ABOVE CONTACT WITH NOSING y�-- ® STEPS a 3 I a 3 a v CONCRETE W/ Q 4" P.C. SLAB p y - - - -I- -I— - - - Fr I 1 ° 4" HAUNCH ® / TOP OF PORCH / PATIO DROP TOP OF LANDING I L -` - - - J L - - - - - J L- 1 pII n / FOUNDATION p b FOUNDATION WALL ♦ WALLS -3" FROM TOP OF I 5/8"0 x 12" A.B. & PLATE: WALL ° PROVIDE 16" #5 REBARS I a p . GRADE (-3" FROM TYP. � � ♦ TYP. FOUNDATION WALL 1 1 WASHER ® 36" O.C. W/ 7': / / o` TOP OF WALL) w �� -I f 1 W/ 4" EMBEDMENT INTO 1 MIN. EMBEDMENT D °. ° /�\\//\\/�� /\/ / _ _ N z / \ I UNEXCAVATED EXIST. FOUND. ® 12" O.C. 1 COMPACTED FILL / / �j / / TOP OF o 0 0 �/ I 1 1 I I I VERTICALLY & FILL VOIDS I 4 /\ �\ / CHEEK WALLS -�I o Q �i Q��♦ 1 I FILL AND TAMP FOR 4" AT DOWELS W/ a \\ \ a Qom/ 4 / I I 1 "� POURED CONCRETE SLAB L I NON-SHRINK GROUTpSIMPSON PB44 GALV. I » ♦ I_ - - - - - - - - NEW 8" P.C. FOUND. 8 P.C. - - - - - - - - - - - - - - - - - - - - - - WALL - POST BASE SET IN n a I HAUNCH DAMPROOFING 8" 1'-4" 8 WET CONCRETE ® ° STEPS / I - - - - - - _ - - - - - __ _ - - - - / TYPICAL FOUNDATION a o / - - - - - - - - - - - o ° , WALLS a (CHEEK WALL) I I ♦ —I I I / I y I (U ° z NEW > P.C. FOUNDATION I I I I I I =I im 0 / z I I I PROVIDE 16" #5 z I ♦ WALL x f3'-2" HIGH W/ -i o (2) 2 x 6 ACQ SILL PLATE ro 1 c) I 1 `` AIR o I I REBARS W/ 4" I� o (0 FOUNDATION WALL DETAIL @PATIOS ' ¢ / ON NEW 16" x 8" P.C. FTG. I I c5 HANDLER - EMBEDMENT INTO I �j o I '�.Q W/ 2 x 4 KEYWAY o0 o I 1 o x `O I I EXIST. FOUND. ® 12" 1 i� im a, w ♦ OA TOP OF NEW WALL TO BE 1 ( x NEW 3"0 STL. N ® ( I O.C. VERTICALLY & O ,� v7 O 1 tO I ZIP COL. ON I X FILL VOIDS AT I 1 e 1 =1 -0 0 SF.O 6- -11 1,/4 DOWN FROM TOP I I a. 4 OF EX:. SUB-FL. N °' EX. P.C. FTG. I I �'' I I DOWELS W/ of S'i� �. I :•; I w ® (TYP. FOR 2) - J - - - I NON-SHRINK GROUT 1 0l Li - - - - - - FS I I z f — 1 r. — 1 Q i BEM BM I - - —+ — I 1 0 ROOF I p. GAS PIPING NOTE: 8'x16" _ _ � _ _ _ _ _ _ _ _ _ PKT. PKT. � - - - -� � _ � r I � - GALVANIZED METAL GAS PIPING SHALL BE BLACK OR —VENT V— ' ( ) �/ I — — p 00 I I I I I I AREAWAY TYP. 01-1 GALVANIZED STEEL AND SHALL BE �`I 3 2 x 8 GIRDER I Q - o' I SIZED BY THE LONGEST LENGTH y C I o N I z . . I NEW 3 1/2"0 S1L.I I X METHOD BASED ON THE INPUT RATE o v �� I L - - 1 COLUMNS ON NEW I I I oo 0 OF THE APPLIANCES. ALL WORK I GALVANIZED METAL SHALL BE PERFORMED IN ACCORDANCE M AREAWAY TYP. I I 5'-11" 5'-11" I NEW D.V�� - - - i' 1 24" x 24" x 12" 2ND. FL. WITH CHAPTER 24 OF THE 2020 I I L.P. GAS — ao I I 1 W RESIDENTIAL CODE OF N.Y.S. io z 1 cn I w THICK P.C. FTG.'S I STEP FTG. DOWN SIZE OF TRAPS FOR PLUMBING � � NEW I I H W HTR � — _— _— N o 1-- _ _ I I U KITCHEN GREAT RM. NEW I �` ci 0: (3)2 x 6 F.J. Q LP. GAS FIXTURES I 1 °° CRAWL SPACE o I I " T — T ; 1 "I — — 1 I I REMOVE EX. BOX BM; To z = 7' 7 / o - -- 1 J_ - ALLOW FOR NEW F.J.S TO LLB x o w / / / - I BEAR ON EX. SILL PLATE FIREPLACE S/p 3'-2 CLG. HT. 1 I / p z AS PER 2020 N.Y.S.R.C. TABLE P3201.7 I N � ( ) I N a a I / / � — / � 'I S 0 S/0 VALVE PROVIDE PVC SLEEVE I TYP. BEAM PKT. ® NEW 4" P.C. SLAB m p a I / / I __ _ _ VALVE VALVE TRAP SIZELLJ 1 w OVER 6-MIL. VAPOR x In / - / �.1 x -! -co o 2 (n PLUMBING FIXTURE MINIMUM J FOR NEW WASTE LINE 5"WV. x 4"D. z BARRIER v�i 1 I I v UP T2R 4'-6 1 N 9'-0" x=� ( V) 4 I _j 1ST FL. (BOT. OF PIPE DOWN I I DROP -4 1/2" - - - J NEW L.P. GAS TANK BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2" m c� -2'-9" FROM T.W.) 1 1 FRgM T,W. c 3 cwi¢I I °D ,^ I v (7'�0" CLG.) NEW N N I W M �, 0 NEW W/ REGULATOR ON AND/OR WHIRLPOOL ATTACHMENTS > z p EL. 15'-3" w 0 of x EX. 2 x 6 F.J.S P.C.�S AB ^0 x I z 0 0 / ) > ,_ Iz¢c�I I N DBL. F.J. v�I 10 w I o = L.P. GAS P.C. SLAB BIDET 1 1/4" O N t_ 6'-1 6'-1 6 -1 6-1 ' - ® 16" X O.C. -2"�F IJM w D 3 0 (� CLOTHES WASHER STANDPIPE 2" x o T T I I ^ 3 1 w I- - - - - -EX. - - x RANGE/OVEN S/O 0 w e o I / .{ / .� / { Ml w EX. I 6 o w (T.B.D.) VALVE DISHWASHER ON SEPARATE TRAP) 1 1/2" I o ¢ o / / / GIRDER I / / / (3) 2 x 8 I / / / GIRDER 1 �O v z MECH AREA ,I FLOOR DRAIN 2" M w 1 D I (3) : 8—/j 'I - j ,i- — — CELLAR _ _ _ _ KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 3'-10" 2'-8" 1'-8" N N 6 I I L//!�� /�� • 3 (EX. 6'-10" CLG. DBL. T.J. M Q Ln 0 STEEL PIPE WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" 0 BEAM I I w CO EX. P.C. SLAB I 1 I 1 I BILCO STAKWEL AREAWAY ( 'f) DISPOSER) o —�y PKT. L z -T DBL. F.J. #STKWL-48 (3-MODULES) II ro NEW w TO PROPOSED - - / / / �I I - I I I W CLEAR DOME COVER N •¢ L.P. GAS S/0 LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1 2 n S.C.D.H.S. I/A OWTS C.O. TO I 24'-4" 1 �_/ / / / — #STKWL-48D H.W. HTR. VALVE LAVATORY 1 1 4" SANITARY SYSTEM GRADE I I 1 1 _ r�e_ 41 / / / 1SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH 4 x 4 ACQ POST ON - _ : // //// / DBL. F.J. I N w,(T.B.D.) _ _ 1_ �� I I I I CELLAR SHOWERHEADS AND BODYSPRAYS) I SIMPSON AB44 GALV. - ( I STEP FTG. DOWN FLOW RATE: 1 1/2" I o POST ANCHOR ON o) �' 1 I NEW I 1 (3) 2 x 6 F.J. ( I I I ( 1 1 Ix 5.7 GPM OR LESS 2• I MORE THAN 5.7 GPM UP TO 12.3 GPM x x 24" x 24" x 12" o� m I of NEW 3 1/2"0 STL. GASRISER DIAGRAM MORE THAN 12.3 GPM UP TO 25.8 GPM 3 I THICK P.C. FTG. o p _ I 1 ICOLUMNS ON NEW I I NEW 2 x 6 F.J.'S MORE THAN 25.8 GPM UP TO 55.6 GPM 4" e I N I 0_ I 1 T44"HICK x 24" x 12" ® 16" O.C. I I 3 ® (TYP. FOR 4) \ cX z w I i i I i I Vy I ( THICK P.C. FTG. i 1 I M N.T.S. 0 1 i Z I I I I N I I 1 1 I I I " Q NEW 8 P.C. FOUNDATION M4 / L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 I o I 1 EX. 1 I I WALL x t3'-4" HIGH W/ CD EX. 2 x 6 I IF.J.'S D 1 1 CRAWL I I I I (2) 2 x 6 ACQ SILL PLATE Q . - - - - - - - - - - - - - - - - - - - - - - - - ® 16" O.C. W 1 SPACE I I I I I ON NEW 16" x 8" P.C. FTG. 4" VENT THRU ROOF y I PROFCT WOOD IN I i I - - w - - - - - - I (EX. 2'-0" I I I I I TOP OF NEW ALL TO BE _\��— ( 1 UNEXCAVATED I I I I CLG. HT.) I I I -9 1/4" DOWN FROM TOP ROOF I o CObN'ACT WITH CONCRETE _ 1 z I W/1 CE-SHIELD FLASHING d FILL AND TAMP FOR 4" I 1 L - - - - - - 00 - - - - -j OF EX. SUB-FL. (n 1 POURED CONCRETE PORCH 1 EXISTING 8"x16" CONCRETE N PROVIDE NEW DRYER I I X z 13. BATH #2 � X i 1 SLAB BLOCK FOUNDATION WALL x 04 VENT AS PER I 1 I el o w _ L- - - -- - - - - - - - - - - - - - 88 I I t6'-8" ON EX. P.C. FTG. o ROOF EXTENSION NOTE 01i1— - - - - - - 2" _ _ RESIDENTIAL CODE OF N.Y.S. P3101,1: 1 I1 1/2` 12" T 6" MIN. OPEN VENT PIPES THAT EXTEND THROUGH A c"i ( - - - - - N - - - - - - - - - - I - - - - - - - - - - W o- - - - - -- - - - - J 1 1 12` RECOMMENDED ROOF SHALL BE TERMINATED NOT LESS THAN 6 - - --- - - - - - - z 11 1/2` I INCHES ABOVE THE ROOF OR 6 INCHES ABOVE SIMPSON PB44 GALV. _ p 1 LA THE ANTICIPATED SNOW ACCUMULATION, POST ANCHOR ON P.C. I - - - - - - - - - - - - - - - - - 1 4" VENT THRU ROOF WHICHEVER IS GREATER. of FOUNDATION WALL I I 00 - �' 2ND FL. I TU9 I ROOF SET IN WET CONCRETE -� - - - I Z II FROST CLOSURE NOTE DROP TOP OF PORCH y N `- - TYPICAL I WALLS -3 FROM TOP OF <j w w EXISTING 8"x16 CONCRETE PROVIDE 16" #5 REBARS I RESIDENTIAL CODE OF N.Y.S. P3101.2: CORNER HOEDOWN 1 1 2" 3" �2" C.O. WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE _I �=a P.C. STEP W/ BLOCK FOUNDATION WALL x W/ 4" EMBEDMENT INTO CONNECTION / I TYP. FOUNDATION WALL DROP TOP OF CHEEK BLUESTONE I I DESIGN TEMPERATURE IS OF OR LESS, VENT t3'-4" ON EX. P.C. FTG. EXIST. FOUND. ® 12" O.C. SIMPSON # STHDI4RJ ~ \ 1 EXTENSIONS THROUGH A ROOF OR WALL SHALL BE WALLS -9 FROM TOP OF TREAD ABOVE VERTICALLY & FILL VOIDS OR SIMILAR 4" 2"" I NOT LESS THAN 3 INCHES IN DIAMETER. ANY TYP. FOUNDATION WALL z 1 3" 3" I INCREASE IN THE SIZE SHALL BE MADE NOT LESS THAN t FOOT INSIDE THE THERMAL ENVELOPE OF AT DOWELS W/ w NON-SHRINK GROUT � z BATH 1 I KITCHEN I THE BUILDING. Q � U 4" 2" I L n I, (n A B C r 2 1 1/2" 1 1/2- 1 1 6 6 6 ,/2� I " II I I 1 we I Dw ss I 2• r - -� 3` FAI ABOVE 6" 14'-0" 10'-6" 1 ST FL. SH GRADE - 135 8" 10'-2" [8", 2• 2• IsDRAWN BY C.O. C.O. 3" C.O. 1 C.O. TO NEW 4" APPROVED I/A PAC LAUNDRY 4" OWTS SYSTEM 1 1/2" 4" PVC O 1/4`/PF. 25'-0" 20'-0" 3'-0" HOSE PROPOSED ADDITION & PORCH WALLS EXISTING PROPOSED DATE t 2f � . ,1 W 48-0 OVERALL ADDITION ' " - � 10/18/23 PROPOSED 1 CELLAR ' SHEET# FOUNDATION PLAN 4 PLUMBING RISER DIAGRAM 1/4"=1'-0" � REVISED 12/15/23 PAC R N.T.S. v EMAIL: LEGEND: info©cgarten.com SMOKE & CARBON EXISTING WALL TO REMAIN MONOXIDE DETECTOR NOTEE: EGRESS WINDOW NOTE: TEMPERED GLASS NOTE: SHEAR WALLS: — C — — � EXISTING WALL TO BE REMOVED SMOKE DETECTORS AND CARBON MOONOXIDE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS SHEAR WALLS SHALL BE PERFORATED SHEAR DETECTORS SHOWN ARE AS PER N.Y'.S.R.C. CODE AS PER N.Y.S.R.C. R-310 LOCATIONS AS PER N.Y.S.R.C. R-308.4 WALLS AND SHEATHED WITH 1/2" COX PLYWOOD NEW 4" WALL TO BE CONSTRUCTED SECTIONS R-314, R-315 AND SECTION 915 OF THE - WITHIN 44" OF FLOOR - LESS THAN 18" ABOVE FLOOR FOR THE FULL HEIGHT, FASTENED AS PER - 5.7 S.F. MIN. OPENING 0 2ND. FL. - WITHIN 2'-0" OF DOOR NAILING REQUIREMENTS SHOWN ON SHEET 5 FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE NEW 6" WALL TO BE CONSTRUCTED INSTALLED AND LINKED AS PER CODbE. - 5.0 S.F. MIN. OPENING 0 1ST. FL / GRADE - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS WITH 2 x 4 "CATS" AT MID SPAN. - 24" CLEAR HEIGHT & 20" CLEAR WIDTH - LESS THAN 36" ABOVE STAIRS / LANDING BEARING WALL ('CATS" MID-SPAN) B SECTION SECTION MARKSHEET # DETA z 2 DETAIL SHEET # 48'-0" OVERALL U Q L PROPOSED ff t1J 1 O SMOKE DETECTOR V � � p) 1 12'--6" 17'-4" 18'-2" PROPOSED) ADDITION EXISTING TO BE RECONSTRUCTED ® r ~ 00 PROPOSED ADDITION CARBON MONOXIDE SMOKE 0 Z � 7-9 4'-9" 9'-2" 20'-4" 6'-0" DETECTOR COMBINATION 16'-10" 18'_8" 1 B.P. BEARING POINT POST ABOVE OFFSET PROPOSED ADDITION = = Y Lb POST BELOW 2'-2" 11'-6" n-- Q F- 7'-2" 1F ■B'P' BEARING POINT POST ABOVE & BELOW CHIM. J [D rOF /n U o z: 1 50 CFM ENERGY STAR EXHAUST FAN V JJ r V B C � VENTED TO EXTERIOR B C 6 6 6 6 = Q w 1 A U I 6 1 1 35'-6" 1 1 PROPOSED PATIO A 2'-a" 13,-0" PRE—FAB FIREPLACE: 6 42" U.L. RATED PRE-FAB. o 16" 16" L.P. GAS DIRECT VENT F PATIO 1 8'-6" T T PATIO FIREPLACE BY HEAT&GLO a BELOW a 2" BLUESTONE MODEL #6000C-IFTLP OR W EQUAL INSTALLED AS PER o in D m PAVERS AS SELECTED MANUFACTURES - a DN 2R BY OWNER OVER 4" SPECIFICATIONS 0 vim/ / LANDING P.C. SLAB R.O.= 42" WIDE x 41" HIGH a J 2" BLUESTONE OVER j = SIMPSON HDUS �Q RAISED 4" P.C. SLAB o CORNER HOEDOWN CORNER HOEDOWN 6 BETWEEN FLOORS SIMPSON HDUS Q� 2 - �- -' BETWEEN FLOORS // 4PFGP120611 EGRESS B.P. _ — — — — — — — — — — --— � — — / TW26410-3 / 1 B.P. (2) 2x10 HDR. r — — — — — — — — — — — — — — — / (2) 1 3/4" x 9 1/4" LVL HDR. (2) 1 3/4" x 14" LVL40 HDR. ; 1 ® � / z S� �0� of ITN CL. �R�p m I NEW U.L. PIPE FROM N F 4F s�o•. �r N 26, i a o ? I o RATED FLUE O P. iv ¢ A r� m 1 i 2' 2' 4" 4'-0" 4" 13'-8" 4" O QUEEN 0 o> w �O I 30" -' BED F o 0 �• OUTDOOR °' 00 BUILT � d o o ��, SHOWER N 1'-8" -IN I z > o 0 0 = w I I o 0 0: cS to LINE OF CLG. o x S'i� FIXTURE - - - - SPLAY ABOVE - x BEDROOMS a =o I N x DN 15R J to o o U o a. �S+F� N DN 12R 3 ® (9'-0" CLG. HT.) N 1 i N� 3 ® - - 3 x tO LOFT oo O `r N � N e — — W 9c GREAT ROOM o Ld 0 o PRE- 4'-0" z 13'-s' I W — — 3 ® (s'-o" CLG. HT.) x o Z _ _ 11N26410-3 mm = FAB — - - r - - - - - - - - - - - —JJ o � _ z 3 _ ¢ CLG.) l0 0 - - - - - I = Q - - n z o 0o a (2) 1 3/4'•" x 9 1/4" LVL HDR. v) x0 I Ln v = I U" n I F N GAS O I cn O I I 0 O\ 0 7 3 v F.P. — - - co SD I I d Q �N N N 30"1 30"1 0oo pp " I ; We-I (2) 2! x 6 FLUSH HDR. I I x -I N N - - 2 2x8 I 0 - - ( ) � I I o o = (2) 2x8 — — O N ®1 — — — — 0 x io N_ to Q 6� 0 n I 1:2'-6" = 14'-4" 2'-2" HDR. o o BILCO EGRESS I I ry 0 30"130' — ; 3 30" — — 1 SEAT AREAWAY BELOW w I 3 ~ Op' 1 3 4" x 14" LVL RIDGE - - o I> do 0III o w LWJW. B. I V ; i J W BUILT - — v 1 N v z LINE OF CLG. N BUILT - - - I ® cJ / o 0 1 3/4" x 14" LVL RIDGE _ JL-L 1 ( I PLAY ABOVE 3._4,• 42" vAN. 9•_10•• 3-0 1 I z m M NEW U.L. RATED - — J BATH ABOVE x N; J m T I I c;;a 1 B" 1 ; - - - - — 1_� - - - — — o a 0 I I N ® FLUE PIPE FROM #2 v W m J 24" 24' co O): = p = Q O w Q z oo cn 20" FLUSH - - o_ m I BOILER N o W. B. I I I— — -1 ; B.P. m w o 1 x �_� rn HEARTH ON 1 - - ® = BATH #1 o w I z-I U Q r- O \ I N �� -� UP 15R CD x Dc ( ) 54' x 36' M c w z SUB-FL. ao '� 9'-0" CLG. HT. N to ROOF CRICKET E.F. w z x 24" tL O x X 00 w p N cJ 0 N 3 o I _ _1 j U — —_ N I SHOWER ^, a p o m I ►= v W/ ICE-SHIELD { p I W = �- o o Q = o o z I I N x o 0 1 = �, 6 F j J o d t 3/4" x 14 LVL RIDGE FLASHING PJ, 6 0 z O m Z W co c.i o ^.� E.F. a " F, `° uo W w a �) M di I I e I i� I z N N F. 0 2640 U5 P m I I x oo N = I 9 O M G 1 ° I w 30" x 60� o 2670 o i I `� o TUB Z 0 N HALL o s KITCHEN) MI I v In ® _ ,B.P. LIN. N=CL.= N Q x I N ® s,, ATTIC s LLJ w a 24"1 24"; I I x �� (2)J2x10 (2) 2x8 HDR. I o W I I -�� o o �' - - - - - - O 0 J N W. 1 B. 1 1 1 D24W 1 ; II� N N FLUSH HDR. `_ `4 in 1 x — — — — — — — � xx (3) 2 x 10 FLUSH CLG. HDR. (2) 2x8 N 3070 `O ,��1 '' PROVIDE -I 4-6" 1 L- - - - - - - - - BI-PASS FLYING o d N� N 0 '` _ _ _ _- - - -_- _-_- - - - - 1 0 I I 15" I 1 I = o GABLE I e N LINE OF w 2 x• WEATHERSTIPPINGCf) N HDR. 3'-2' o x o 3 + J - - - - - -1 I POSTXTO �`� W. 30" I B. 1 v) SD o a / O.H. i I N � ICE-SHIELD z 5Vx 1 I ; I VALLEY LINE OF CLG. W. U. - I ,�� =; O N SD I SETBACK LINE OF 15, 1 w ® FLASHING '� 1 I 1 1 1 1 �(��. + ,' Q l� Q RECESS W/ � — — 0 FOYER I CL. BEDROOM #2 - - - - - - - - - - - - - WOOD TIMBERS - —`�l ; I I 10'-0" CLG.) 2) 2! x 6 FLUSH -- HDR. .. x io (9'-0" CLG.) I m I El (9'-0" CLG. HT.) -� I 1 / 1 I 1 10 12 I 1 � 1 I _ ( I ( o I v 0 1 U FULL NEW (2) 2 x 8 ON-FLAT NAILER / / I I I x 11 12 } �? 36" I I N r O > BED x REF. �r 3 ® �p o4 -i BED FULL00 ` ~ N �10 W �O I U x (2) 1 3/4'" x 9 1/4" LVL HDR. z (2) 2 x 10 HDR. N N ® BEDROOM L3 —I x Q — — — — — — — — — — — _ — — — — — —11 — 3 N N TW26410-3 12" 12" I z 2'-4" (9'-0" CLG. HT.) v N B.P. - - - - - - - 1 NEW 2 x 10 R.R.'S o fn U N W S.L. S.L. N CO � ' / 1 2 x 6 C.T.'S _ — _J ( z ® 16" O.C. o o x ci x COVEREDL I STANDING SEAM I w O I I`� o �n `- N o U)i io I ALUM. ROOF BELOW ry Q NEW 2 x 10 R.R.'S 1 1 Q =0 �a N I x ® �10 PORCH I ^ r,Q I I I 1 I II n o .� in n_ �'L• i / ® 16" O.C. aOw N o 2" BLUESTONE AS Iv roi 1 II cn (2) 2 x 12 PORCH GIRDER o� 1 1 1 _ _ _ n SELECTED BY OWNER 9'-10" 0 2'-0" 9'-1 0" 2 x 8 C.J.'S 1 1 11 I O.H. o_0 N (2) 2 x 12 PORCH GIRDER W/ ® 16" O.C. - - - - - - - - - - - - - - - - - - - - - - - - - - - Q (2) 2 x 12 PORCH HDR. 3'-6" � 3'-6" � � _ /- - - - - - - - - - - - - - _ _ _ _- -� �- � I I N N Fri (2) 2x10 HDR. (2) 2x10 HDR. No / � - - _ - -- - - - _� - - - - - - - - - - - - _ DN 2R I- - - - - - - - - - - - - - - - - - - - - - - - 0 _ TW210410 TW210410 NEW SIMPSON EGRESS EGRESS ELECTRIC 11 J 4 x 4 ACQ POST LINE OF ROOF HU212-21F METER w = II WRAPPED W l x AZEK OVERHANG TOP FLANGE o 2 x 8 C.J.'S a J m< CD o z w = Q / HANGER Q LINE OF ROOF c� z-j TRIM W/ 1 x 8 BASE & r w 0 16" O.C. OVERHANG I }CO¢ o 1 x 6 CAP TRIM A ~ BCD ( TYP. FOR 3 ) 6 I 6 (2) 2 x 4 POST w \ 0 WALL FOR 0 I I PORCH HDR. U O LiJ 1 6" 14'-0" 10'-0" 6" 4 x 4 ACQ POST WRAPPED W/ TRIM A B C II (NON-STRUCTURAL) 13'-6" 1 V-6" C� 25'-0" 6 (() Q PROPOSED COVERED PORCH a U o L_ V) 7'-9" 11'-9" 5'-6" 6'-4" 10'-4" 6'-4" 25'-0" 20'-0" 3'-a" 21 - 13 5 PROPOSED ADDITION EXISTING TO BE RECONSTRUCTED PROPOSED ADDITION 48'-0" OVERALL PROPOSED f,�� %� �. �, PAC PARTIAL ROOF SECOND FLOOR PLAN ; ;. � DATE 1/4"=1'-0" 325 S.F. PROPOSED LIVING AREA ADDITION ��`�•, r,-�• ;r_' ';' 10/18/23 FIRST FLOOR PLAN 1/4"=1'-0" 845 S.F. EXISTING LIVING AREA TO BE RECONSTRUCTED SHEET# 523 S.F. PROPOSED LIVING AREA ADDITION 1,368 S.F. TOTAL PROPOSED LIVING AREA 5 135 S.F. PROPOSED COVERED PORCH AREA 355 S.F. PROPOSED REAR PATIO AREA 10 REVISED 12/15/23 PAC 8 i EMAIL: info@ccgorten.com NEW 1 3/4" x 14" LVL RIDGE BD. 830T. OF RIDGE BD. 12 12 z 4 L--- 4 L-� LiJ NEW 1 3/4" x 14" LVL RIDGE BD. 2 x 6 COLLAR I— U TIES ® 32" O.C. 2 x 6 COLLAR NEW 2 x 10 R.R.'S Q TIES ® 32" O.C. 2 x 8 C.J.'S ® 16" O.C. CD / R-30 ® 16" O.C. 12 ~ Z 00 _/-------- ry 12 12 \ CONCEALED ALUMINUM 12� / - �12 - � Of 12� 12� NEW 2 x 10 R.R.'S co BOT. OF C.J.'S STEP FLASHING OVER I O I I -I VA 2 x ON FLAT _ = Ln r- ® 16" O.C. ICE SHIELD TYP. � I I � � VALLEY 3'-0" (2) 2 x 8 ON-FLAT NAILER cif ICE SHIELD UNDERLAYMENT REQUIRED MIN. FROM LOWEST EDGE OF ROOF TO A POINT �p ATTIC INSULATION BAFFLES ® I I ,� ��-� ATTIC EA. RAFTER BAY W/ I I O U 0 O I0 36" MIN. ® 8 PITCH OR GREATER FROM NEW 2 x 6 R.R.'S ® 16" O.C. / DECORATIVE WHITE OAK Do FACE OF EXT. WALL INTERIOR AS PER `Z R 30 FIBERGLASS BATT g W/ 5/8" CDX PLYWOOD SHEATHING INSULATION TIMBERS AS SELECTED O Z cD FOR METAL STANDING SEAM ROOF I i Z BY OWNER TYP. 1'-4" O N v N.Y.S.R.C. 905.1.2 2 x 6 C.J.'S �G 2 x 8 C.J.S 12 �\ SLOPED FLYINGry 16" O.C. 2 x SOLID BLOCKING - 2 x 6 C.J.'S 7 GABLE W ® 16" O.C. R-30 Q 5 2 2 x 12 PORCH GIRDER BEYOND SIMPSON H2A O BETWEEN RAFTERS TYP. I f� ® 16" O.C. BOT. OF CLG. JOISTS SIMPSON H2.5A CLIPS ® EA. R.R. CLIPS ® EA. R.R. CLIPS SIMPSON A. �- R-30 2 x " O.C..'S i TOP OF PLATE "' TOP OF PLT. CLIPS ® EA. R.R. _ ® 16" D) TOP OF PLT. TOP OF PORCH GIRDERS 1 x 6 FASCIA BD. DECORATIVE WHITE OAK 2 1 3/4" - - - OVER 2 x 4 U (3) 2 x 10 (2)2x10 (2) 1 3/4" TIMBERS AS SELECTED ( ) x 9 1/4" SUB-FASCIA o FLUSH CLG. x 9 1/4" BY OWNER TYP. (2) 2 x 12 PORCH GIRDER W/ • - HDR. BOT. OF HDR.'S O.H. 0.H• LVL HDR. LVL HDR. 2-0 SIMPSON HU212-2TF BOT. OF HDR.'S HDR. W/ JST. 12 O.H. TOP FLANGE HANGER (2) 1 3/4" x 14" LVL HDR. Z 70" T.V. `D HANGERS TYP. I I PO 2 x GIRDER = o C G?HDR. I ( ® GIRDER CONNECTION \ \ N \ (61"x34.3"� GREAT 1110.H PORCH GIRDER NEW 2 x 6 C.J.S ® 16 O.C. p p - PROTECT WOOD IN 0 KITCHEN COVERED I I o 0 0 CONTACT WITH ROOM NEW I I 0 0IN NEW 4x4 ACQ PORCH POST i o> a o� a CONCRETE W/ i2osi x 4070 COVERED TW26410-3 PORCH I W/ 1x TRIM W/ CAP & ro N ICE-SHIELD FLASHING ei-PASS PORCH 0) d TW26410-3 II BASE ( TYP. FOR 3) 3070 I ) r 2 x 8 F.J.'S 3/4" CDX STONE OVER t3/4" MUD L P. GAS (2) 2x6 ACQ TREATED R-21 2 16" O.C. T&G PLYWOOD R-21 I I OVER 4" P.C. PORCH SLAB 3/4FAB " CDX STONE OVER t PORCH MUD F.P. I I OVER 4" P.,C. PORCH SLAB SILL PLATE W/ COPPER SUB-FL. OVER COMPACTED FILL _ - SUB-FLOOD I I OVER COMPACTED FILL TERMITE SHIELD OVER I TOP OF SUB-FL. cO TOP OF SUB-FL ---__ TOP OF SUB-FL. STYROFOAM SILL SEALER _ -- / ---I T1 L TOP OF' FOUND. WALLS TOP OF FOUND. WALLS „ f' 'I 11 TOP OF SLAB _ R-30 M _ GRADE °0 R-30 a. y\ \\ TOP OF o \\%\\% ;� 4 x 4 ACQ POST (3) 2 x 8 R-30 : EX. GRADE o = 4 x 4 ACQ POST (3) 2 x 8 CRAWL ////// PORCH WALLS i� x N TOP OF /\//\� CRAWL N = ON A644 POST GIRDER \\ \\ _ i a o \\ \\ ON AB44 POST GIRDER N w NEW 8" P.C. FOUNDATION N SPACE //\/ I i I a in CHEEK WALLS I // BASE ON 24"x24" SPACE o M BASE ON 24"x24" / "' i� o I /\\/ M 0 WALL x t3-2" HIGH W/ v x12" P.C. FTG. \"\\/ I I �, c� 1 '\ x12" P.C. FTG. w (2) 2 x 6 ACQ SILL PLATE a TOP OF FTG. - - - - TOP OF FTG: - TOP OF FTG. - - ON NEW 16" x 8" P.C. FTG. L - W/ 2 x 4 KEYWAY L - - J - - I- - � - - � � - -� �I DROP TOP OF PORCH WALLS -3" FROM TOP OF 4" P.C. SLAB TYP. FLOOR INSULATION: NEW 8" P.C. FOUNDATION DAMPROOFING BELOW TYP. FOUNDATION WALL DAMPROOFING OVER 6-MIL. 4" CLOSED CELL SPRAY WALL x t3'-2" HIGH W/ PROTECT WOOD IN GRADE TYPICAL BELOW GRADE VAPOR BARRIER FOAM INSULATION (R-30) (2) 2 x 6 ACQ SILL PLATE CONTACT WITH TYPICAL ON NEW 16" x 8" P.C. FTG. CONCRETE W/ W/ 2 x 4 KEYWAY ICE-SHIELD FLASHING TYPICAL ROOF TYPICAL 4" WALL , p A SECTION CONSTRUCTION: CONSTRUCTION; S E C TI ON TYPICAL ASPHALT ROOFING SHINGLES AS TYPICAL SIDING AS NOTED OVER "TYPAR" 6 NOTED OVER 15# BUILDING FELT OVER HOUSEWRAP OVER 112' SHHEATHING OVER 1/4"=V-0" ICE SHEATHING OVER OVER RAFTERS AS2- COX WNOTED CELL SPRAY STUDSF0 1 INO.C. MON (CLOSED L 5)EAND Q6� R-6 UNFACED FIBERGLASS BATT INSULATION (R-21) AND 1//2" GYPSUM Q WALLBOARD, TAPE & SPACI:KLE. Q 0 r 0 m o) L.LJa, , NEW 1 3/4" x 14" LVL RIDGE BD. z o U Q � N � N � �- z NEW 2 x 10 R.R.'S ® 16" O.C. W 2 x 4 COLLAR \\\ 12NEW 1 3/4 x 14" LVL RIDGE BD. 4 _ TIES ® 32" O.C. NEW 2 x 10 R.R.'S ® 16" O.C. z TYPICAL EXTERIOR - 2'-0" ICE SHIELD UNDERLAYMENT REQUIRED FROM WALL INSULATION: Lij c) \ - MIN. LOWEST EDGE OF ROOF TO A POINT 24" MIN. 2" MIN. CLOSED CELL SPRAY FOAM O ___I I I \\\\\ /C f S FROM FACE OF EXT. WALL INTERIOR AS PER UN-FACEOD (RR--6) FIBERGLASSDBATT � 0 ATTIC \ yF/(� N.Y.S.R.C. 905.1.2 (TYPICAL) 2 x 6 COLLAR 0 = \ \\ TIES ® 32" O.C. ATTIC INSULATION (R-21) R-30 \ \\ R-30 Ln TOP OF PLT. NEW 1 3/4" x 14" LVL RIDGE BD. TOP OF PLT. N \ — . — . QLn0 TO 4 1 2" R-30 2 x 6'S RIPPED / 2 x 6 COLLAR ® 16" O.C. W/ NOTCH \\ \ - - ' AROUND 2 x 6 LEDGER TIES ® 32" O.C. BOT. OF HDR.'S NEW 2 x 8 C.J.'S% SIMPSON H2.5A BOT. OF HDR.'S (2)2xx10 = ® 16" O.C. \\\ CLIPS ® EA. (2) 1 3/4" x 9 1/4" \R.R. WHERE H2A 0 2 x 6 COLLAR o _ _ HDR. CLIPS CANNOT LVL HDR. w \ TIES ® 32" O.C.oc BATH #2 LOFT En BOT. OF HDR LDFT J \BE INSTALLED TW26410-3 o NEW 2 x 8 0 ® ATTIC WINDOW ATTIC \\ d_ 2 x 4 STUDS a_ \ \\ i I R-15 C.J.'S ® 2468 ® 16" O.C. i I w R-15 \\ \\ 2 x 8 LEDGER 8D. 1s210 ° 16" O.C. n \ \\ NEW 2 x 4 STUDS R-15 2 x 6 R.R.'S & 2 x 4-. \\ 16" O.C. DECORATIVE WHITE OAK R-21 OUTRIGGERS ® 16" O.C. NEW (2) 2 x 10 \\R 21 R-30 TIMBERS AS SELECTED 2 x 8 C.J.'S FLUSH HDR. BYOND BY OWNER TYP. 20 R-30 ® 16" O.C. \ TOP OF SUB-FL. BOT. OF CLG,JOISTfS - _ TOP OF SUB-FL NEW 2 x 10 F.J.'S ® 16" O.C. - \ TOP OF PLT. TOf OF FPLT. _ _ - - - TOP OF PLT. _TOP OF PLT. - ' — • 11 J Fq it I I (2) 1 3/4" x 11 7/8" J I I (2)2x10 FLUSH CLG. HDR. o __ (2)2xio (2)2:x10 I I I I HDR. - . _ . _ . ,. _ _ 1'-6" HDR - BOT. OF HDR.'S I I I I BOT. OF HDR.'S BOT. OF HmR.'S � BOT. OF HDR.'S II II I II o II CL. BATH 1 — BEDROOM #1 II N R-21 A31 TEMP. w V GREAT � ,,� BEDROOM #3 � - � o � o - � BATH 1 - � o 7 I I ROOM z \ a- No TW210410 I o I I 5 I I TW210410EGRESS 2 \ 'o� d o v� d \ KITCHEN 2670 o R-21 N o� w 0 o) d N EGRESS I I I I J J O 11 II W R-�1 R-21 3/4" COX II - I (3) 2 x 6 F.J. I I T&G PLYWOOD (n SUB-FL TOP OF SUB-FL. TOP )F SUIB-FL. F S UB FL. V ---- _- ---- TOP OF SUB-FL. (n TO C`) EX EX. 2 x 6 F.J.S ,R R-30 - TOP OF FOUND.WALLS 30,„ ..NEW. ,(3), 2 ,X 8 (n TOP OF FOUND WALL o� Z - � GIRDER L►J EX. GRADE p EX. CRAWL 0 J CRAW EX. (3) 2 x 8 � NEW (3) 2 x 8 ® 16" O.C. = N EX. GRADE CRAWL iv = EX. SPACE BEYOND Q 0 SPACE GIRDER = GIRDER N o 10 (3) 2 x 8 �' (n M 0 SPACE M y EX. GIRDER w m - - - CX135 3 " IL CELLAR z = 4 ow STONE OVER t3/4 MUD n TOP OF FTG. oa CELLAR EX. OVER 4" P.C. PATIO SLAB — — - 111 rl I j o0 � — Lt - -i - - L - - - - _ � w CELLAR OVER COMPACTED FILL - - - - - - -I -r REMOVE EX. "t o w - - T.W. ® 0 o (2) 2x6 ACQ TREATED :SILL PLATE W COPPER TERIMITE 4" P.C. SLAB _ _ - BLOCK WALL (� Io o 4" P•C. SLAB WINDOW a 21 - 13 5 / 4 CLO E D CELL SPRAY I EX. o SHIELD OVER STYROFOA\M OVER 6-MIL P C. ® EGRESS OVER 6-MIL. OPENING M SILL SEALER VAPOR BARRIER - - - -1 SLAB PATHWAY m FOAM INSULATION (R-30) I VAPOR BARRIER 1 L - TOP OF FTG. DRAWN BY - - L L PAC DATE 10/18/23 I1, SHEET# C SECTION SECTION 6 1/4»=1'-0" 6 1/4"=1'-0» 10 REVISED 12/15/23 PAC I i TABLE R507.9.1.3(1� TABLE R602.3(1) TABLE R602.3(1)-continued EMAIL: TABLE R602.3(1) FRAMING N 0 TE S: FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info@cgarten.com DECK LEDGER CONNECTION TO AND JOIST°0 NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'.°,� SPACING AND LOCATION ITEM pESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENEW" SPACING AND LOCATION (Deck live load=40 psf,deck dead load=to psf,snow load 5 40 psf) JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER",* SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURALloor GRADE NO. Z OR BETTER. CONNECTION DETAILS G endless 6'i"tog 8'f"to 10' 171"to 17 1Y1"to t4' 141"to i6' 76'1"to i6' Roof 16d common(3/2"x 0.162'� 16"D.C.o.c.face nail On-center spacing otfasteners 14 Bottum plate to joist,Tim JO1St,band joist,Of0. 2, ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 1/2" MINI. THICKNESS OR AS4-8d box(2'/,"x 0.113')or blocking(not at braced wall panels) 16d box(1" ax 0.135'D'or 24 ?"subfloor to joist or girder 3-16d box(3'/2"x ,"x 0);or 3"x U.131"nails � 12"O.c.face nail 2-16d common(3'!,"x 0.162"? Blind and face nail '/,inch diameter lag screw with'/2-inch 30 23 18 IS 13 11 10 3-8d common(2'/,"x 0.131');or NOTED. maximum sheathing'," 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box 3"x 0.128' ;or Toe mail 3-16d box 3'/,"x 0.135' 'or 3 each 16"o.c.face nail n 3-16d box(3'/z"x 0.13 or 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURIE 1, 3/4" MIN. THICKNESS. ,/_inch diameter bolt with'/;inch maximum 36 36 3a 2n za 21 19 ( Bottom late to joist,rim joist,band joist or ( �' 25 2 planks(plank&beam-floor K roof) ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathing' 3-3"x 0.131"nails 15 P J J J I n r „ I r , At each bearing,face nail 2-16d common 3/,' x 0.16<' blocking(at braced wall panel) 2-16d common(3/, x 0.162�,or 2 each 16 D.C.face nail ( _ D SUBFLOOR TO FLOOR JOISTS. '/z inch diameter holt with i-inch maximum 36 36 29 24 21 18 16 4-Rd box(2'/z"x 0.1 13`);or 4-3"x 0.131"hails 4 each 16"o.e.face nail sheathing' 3-8d common{2'1,"x 0.131'�;or 3-16d common 3'!"x 0.162") 0.12 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUIBLE UPRIGHTS, 9'-0' AN 1'orSl;Iinch=25.4mr.Ifoot=304gmm,IPoundpersquaretoot=0.0479kPa. 2 Ceiling joists to top plate 3-1Odbox(3"x0.128");or Per joist,ttoc nail 4-8d box(2'/"x U.113");or 26 Band or rim joist to joist 4-10 box(3' x ails;o),or OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN a.Ledger,shall he flashed in accordance with SectionR703.4topreventwaterfromconracmigthehousebandjoist. 3-16dbox(3�/,"x 0.13$");Or 4-3"x l40. ga.31 nails;,' En hall ON DRAWINGS. b.Snow load shall not be assumed to act concurrently with live load. 3-3"x 0.131"nails C.The tip of the lag screw shall fully cstcnd beyond the inside face of the band joist. 4-Rd common(21h"x 0.131'�'Or Toe nail 4-3"x 14 ga.staples, (th"crown BE PROVIDED FOR ALL JOISTS AND FL00)R BEAMS AS PER THE d.Ttipo shall be wood structural panel of solid sawn lumber. 4-1 Od box(3"x 0.128");or 4-IOd box(3"x 0.128'7•or 2Ud common(4"x 0.192'�;or Nail each layer as follows:32"O.c. 5. SOLID BLOCKING SHALL DE 2" SPACE FOR sheathing 3 Ceiling joist not attached to parallel rafter,laps over "x 2. ; x 0.131"nails S NOTED ® 8'-0" O.C. MIN. IPROVI a Sheathing shall be pennined to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to%inch thickness of stacked washers partitions see Section R802.5,2 and Table R802.5.2) 3-16d 0.131"n(3!q 0.16 Ol' Face Mail ' 16 Top or bottom plate to stud 4-3 rr RESIDENTIAL CODE OF N.Y.S. OR A 1 AIR CIRCULATION IN ROOFS. shall be Pcrmiued to substitute for up a,'/;inch of allowable sheathing thickness where combined with wood structural Panel or lumlx�r sheathing. 4-3"X 0.131"Halls at iClp and bottom and Staggered. 3-16d box(3'/2"x 0.135'�;or IOd box(3"x 0.128'�;or 24"o.c.face nail at top and bottom Ceiling joist attached to parallel rafter(heel joint) 2-16d common(3'/Z"x 0.162");or Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. 4 •fable R802.5.2 Face mail U (see Section R802.5.2 and Table R802.5.2) t 3-10d box I"x 0.128');or End nail 7 layer, And: 7. DOUBLE UP FRAMING UNDER ALL POST' AND PARALLEL PARTITICONS OR AS NOTED ON 4-I Od b,x(3"x 0.128'�;or 3-3"x 0.131"nails i 2-20d common(4"x 0.192');or Q r DRAWINGS. TABLE R507.9.1.3(2) Collar tic to rafter,face nail or I, x 20 a.ridge strap to , Face nail at ends and at each splice LLI r- 5 4 g g P 3-IOd common(3' x 0.14R);or Face nail eaach rafter 3-10d box(3' x 0.128 ) or 3-1 Od box(3' x 0.12R),or PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS + 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATEED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS rafter 4-3"x 0.131"flails 17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162);or Face nail 3-3"x 0.131"nails t) CONNECTORS BY SIMPSON OR APPROVED EQUAL TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3-3"x 0.131"nails ''1, 00 3-16d box nails(3/,"x 0.135');or 4-16d box(3 i2 x 0.135');or AS PER In THE RESIDENTIAL CODE OFF N.Y.S. OR WFCM AS A t eager 2 inches° /,inch 2 Inc es i'/tl inches° 3-1 pd common nails(3"x 0.14R'�; 2 toe nails on one sidde and I toe nail Z 3 8d box(2`i,"x 0.113");or 2R Ledger strip supporting,joists or rafters 3-16d common(3'/,"x 0.162");or J F- 9. NAILING SCHEDULE SHALL BE MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL_ PLATE. ALL NAILS SHALL Band Joist" /,loco 2 inches 2 inches" 1'/s inches" 6 Rafter or roof truss 1,plate or on opposite side oft each rafter or A AA g J _ BE GALVANIZED. For SI:t inch=?S.a cons. 18 1"brace to each stud and plate 2-8d common(2'r'Z"x U.131");or 4-lOd box(3"x 0.128'�;or At each joist or rafter,face nail w W � ( 4-1Od box(3"x 0.128%or truss' 2-1 Od box(3"x 0.128');or Face nail 4-3"x 0.131"nails O a.t..ag screws or bolts shall be staggered from the top to the bottom along the horizontal run or the deck ledger in accordance with Figure R507.9.1.3(1). 4-3"X 0,131^Halls Ne 10. PLYWOOD SHEATHING TO BE NAILED WiTH 8D ® 4" O.C. EXTERHOR EDGES. b.Maximum 5 inches. 2 staples 1'/,t" Y C.For engineered rim joists,the manufa<luter's recommendations shall govern. 4-16d(3'/_"x 0.135 );or 29 Bridging or blocking to,joist 2-lOd box.131 U.r 2-3 x .13 common I n 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND SiTUD WITH GALVANIZED d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger chaff be in accordance with figure R507.9.1.3f I). 3 Rd bOX(2'/2"x 0.113'�;Of (2'!,"x 0.131';07 2 3"x 0.13 nails Each end,toe nail LI- Q (- HURRICANE TYPE CONNECTORS BY ATTACHED SIMPSON OR APPROVED E S3TU FOR TIMBER PILE 3-IOd common(3"x 0.14R'�;or Toe mail 2-8d common(2'/2"x 0.131`);or iZ FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER UJALAOIS O GIRDER 4-IOd box(3"x 0.128'�;or 19 1"x 6"sheathing to cacti bearing Face trail SPACING OF FASTENERS O J O 2-lOdbox(3"x0.12R'�;,T ITEM DESCRIPTION NUMBER AND Intermediate � O Z O 4-1O x 0.131"nails p r, OF BUILDING ELEMENTS TYPE OF FASTENER"'"` Edges pches)I' 00 Roof rafters to ridge,valley or hip rafters or roof rafter 2 staples, 1 crown,16 ga., 1'/4 long (inches)' supports (f CONNECTIONS. 7 (Inches} (n 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED BY TfRUS JOIST MACMILLAN to minimum 2"ridge beam 3-16d box 3'/Z"x 0.135');or 3-8d box(2'/,"x 0.113");or Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particlebotard wall sheathing to framing Q TJI-SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALLL AS PER MANUFACTURERS z STAGGER FASTENERS 2-16d common(31/,'x 0.162');or 3-8d common 2'/ "x 0.131` or (see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] LLI RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALLL LOAD AND BEARING IN 2 ROWS End mail ( z �: POINTS AT A MINIMUM. A SINGLE 1 3,/4" LVL RIM JOIST SHALL. BE REQUIRED AT FLOOR 3-1 Od box(3"x 0.128'�'or 1 3-lOd box(3"x 0.128");or PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONEEN75 SHALL BE AS PER T 3-3"x 0.131"nails 6d common(2"x 0,1 13')nail(subfloor,Weill)' MANUFACTURERS RECOMMENDATIONS. 0 0 0 I 5.5"MIN.FOR 2 X 8' `DISTANCE SHALL 8E F LAG TED'f0 3 staples,1"crown, 16 ga.,13,/4"long 30 '!x"-'/," Rd common(2'/2"x 0.13I'l nail(roof);or R:SRS- 6 12r ' U 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS wan 20 1"x 8"and cider sheathing to each bearing Wider than 1"x 8" race nail 01 (2'!x"x 0.113")nail(roofy 5"MAX TS"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS 16d common 3'/ "x 0162") 24"o c.faace nail 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO l HAVE 2 ROWS OF 1/2"0 ® 0 ® ® REDUCED TO THAT OF LAG SCREWS ( z 4-8d box moo x 0.11 0.1 or �� Rd common nail(2'I "x 0.131") or RSRS-tDl; GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HEADDERS AND GIRDERS 3 1/2" - TO ATTACH 2 X 9 LEDGERS TO 2 X 8 R Stud to stud(not at braced wall panels) IOd box(3"x 0.128");or WIDE OR LESS TO HAVE 3 ROWS OF '16D COMMON GALV. NAILS; ® 12" O.C. 2"MIN. BAND JOISTS. 16"ac.faace nail 3-1 O common x 0,1Y. x 0.131'�;or 31 !az"-1" (2'! "x 0.(]3")nail(roOiY 6 12r LEDGER LAG SCREW OR BOLT -314"MIN. 3"x 0.131"Halls 3-1 Od box(3"x 0.128");or s 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/52"0 GALVANIZED CARRIAGE 16d box(3'/2"x 0.135"):or 4 staples, I"crown, 16 ga.,V/4"long t 1 IOd c,mm,n(3"x 0.14R")nail;or 12 ,.c.faace nail " 4 Rd(2'/z"x 0.13 I'l deformed nail 6 12 BOLTS O 16" O.C. For St:I inch=25.4 mm. 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails Floor (at braced wall panels) 4-8d box 2'/"x 0.113' 'or Other wall sheathing9 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPEC'11VELY, OTHER POSTS 0 FIGURE R507.9.1.3(1) 16d common(3'/Z"x 0.162") 16"o.c.faace nail ( s PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 3-8d common(2'/2"x 0.13 P);Or 'i"structural cellulosic fiberboard 1'/,"galvanized roofing nail, head PLACEMENT HEADERS SHALL BE 2-2x4 OR 2-24. 16d common(3'/z"x 0.1621) 16"o.c,each eddge face nail 21 Joist to sill,top plate or girder 3-1 Od box(3"x 0.12R") Toe nail 33 Zshrathing diameter,or V/4"long 16 ga.staple with or 3 6 ' 10 Built-up header(2"to 2"header with "spacer) c , 'or 1"crown 16. ALL RAFTERS SHALL RECEIVE SIMPSON III H2A HURRICANE TiES; OR EQUAL. 16d box(3'/, x 0.135") 12'o.c.each eddge face nail 3-3"x 0,131"nails "! stnictural cellulosic 13/ " galvanized roofing nail.'/ "head diameter, 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE "CATIS" ® MID-SPAN. 5-8d box(2'/2"x 0.113`);or 8d box(2V,"x 0.113') 4"o.c.toe nail 34 fiberboard sheathing or i' "long 16 ga.staple with-/1o"or I"amete 3 6 11 Continuous header to stud 4-8d common(2'/,"x 0.131');or Toe mail Rim joist,band joist or blocking to sill or to 2i x 22 J J g A 8ci common{ /2 0,131 ),or ''2"galvanized roofing nail;staple galvanized, 4-10d box(3"x 0.12R'� plate(roof applications also) 10d box(3"x 0.1281);or 6"o.c.toe nail 35 '!,"gypsum sheathing' 1 16d common(3'/2"x 0.162") 16"o.c.faace nail 3"x 0.131"nails 1'!,""long-, I'!4"screws,Type W or S 7 7 12 To late to to late 1 Od box 3"x 0.l2R` 'or " '), 36 5/" sum sheathing" I%"galvanized roofing nail;staple galvani:Aed, P P P p ( �' 12",.c,faace nail 3-8d box(2/z x'0,113 or` a gypsum b� I`/a"long; i%"screws,Type W or S 7 7 3"x 0.131"nails 2-8d common(2/,"x 0.131 );or 23 1 x 6"subfloor or less to each joist - Face nail Wood structural panels,combination subfloor underlayment to frarming 8-16d common(3'rZ"x O.162'�;or .. 3-lOd box(3' x 0.128'?;or 12-16d box 3'J"x 0.135");or Face nail on each siude of end joint 2 staples,I"crown,16 ga.,1'/4"long 1 37 3 6d del',nned(2"x 0.120")nail;or 6 12 13 Double top plate splice 1 Od box(3"x 0.128'�;or (minimum 24"lap ssplice length !4"and less 8d common(2"'."x 0.131")nail 12-1 x O.131"nails each side of endjoirint) (continued) - „ Rd common(2'/, x 0.131 nail;or AR WALL SEGMENT DETAILS: (continued) 38 !a' 1 Rd deformed(2`/z"x0.120')nail 6 12 SHE 39 I'/ " V/ " IOd common(3"x 0.148")nail;or a - 4 8d deform ed(2'/_"x 0.120")nail 6 12 For SI: I inch=25.4 mm,1 foot=304.8 mm.I mile per hour=0.447 ints;I ksi=6.895 NI Pa, L (SEE PLAN) RATIO LIMITS Q H /L < 3,/2 L = (SEE PLAN) RATIO LIMITS = H /L < 3-3/2 (continued) = ENERGY WOOD FFRAMED PLYWOOD LEGNTH WOOD FRAMED E N E R G Y NOTES: PLYWOOD LEGNTH WALL A1,SSEMBLY WALL ASSEMBLY 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY IRIS CODE. DOUBLE TOP 2. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION AIR BARRIER & INSULATION INSTALLATION- DOUBLE! TOP PLATE PLATE ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 T . 2 x 4 D.F. STUDS 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE TYP.1. CO.C. CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSUILATTON INSTALLATION CRITERIA TYP. 2 x 4 D.F. STUDS COMPONENTS AND VERIFY COMPLIANCE. O 16, D.C. MANUFACTURED THIN-PROFILE ATTIC VENTILATION A CONTINUOUS AIR BARRIER SHALL BE 1/2- CEDX PLYWOOD 2 x 10 R.R. S BAFFLE ® EACH RAFTER BAY FULL WIDTH TO INSTALLED IN THE BUILDING ENVELOPE. ( 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 O 3" OR GREATER IN PANEL) (WOOD STRUCTURAL o 0 16" O.C. THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEAEBLE INSULATION SHALL NOT BE PANEL)l = "CATS" AT MID-SPAN / PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT DIAMETER, AND R-6 O DUCTS LESS THAN 3" IN DIAMETER. GENERAL CONTINUOUS AIR BARRIER. USED AS A :SEALING MATERIAL SOLID BLOCKING O SEAMS TYP. REQUIREMENTS o BREAKS OR JOINTS IN THE AIR BARRIER SHALL = If a 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BE SEALED. - m � = 3 J 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED = 3 "CATS" AT MID-SPAN / CEIUNG/SOFFIT SHALL BE ALIGNED WITH THE Q SOLID BLOCKING O SEAMS I 8d COMMON NAILS O 4" O.C. EDGE 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSUL.ATIION IN ANY DROPPED 0 ° 1/2" CDX PLYWOOD SHEATHING CEILING /ATTIC SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH THE 0 AND 12" O.C. FIELD MIN. d - ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER_ Bd COMMON NAILS O 4" O.C. EDGE 0 �Cv N B. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED AT11C SPACES 0 AND 12>_" O.C. FIELD MIN. r ^ R-3 MINIMUM. a BOTTOM C� \ \� 2 1/2" MIN. CLOSED SHALL BE SEALED. (R-18) X �� ^ Q Q CELL SPRAY FOAM 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME INSULATION (R-7.5 / i"; THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING PLATE OVER c' \ 10. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL r- SILL PLJ+TE � c�+- - - BOX BM. /RIM JST. x 2 1/2" = R-18 THIRD PARTY HERS RATER. WALLS THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. O CORNER AT TOP OF PLATE TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR M t HOEDOWN 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALILS SHALL BE INSTALLED IN W SOLID BLOCKING R-18) SUBSTANTIAL. CONTACT AND CONTINUOUS ALIGNMENTCORNERJIT!IOI P.C. FOUNDAl10N WALL 1/2' COX PLYWOOD 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH THE AIR BARRIER. w l� Jp1 SHEATHING (WOOD STRUCTURAL BETWEEN ROOF HOEDOWN w MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO U STRAP TiE 2- PANEL) Q t- LOCATION 1 - STC� to RAFTERS TYP. SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS z 00 VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING " THE OWNER OR BUILDING DEPT. SHALL BE SEALED. LL_I "CATS" MID-SPAN / i' RIM JOISTS SHALL INCLUDE THE AIR BARRIER. 1. SSHHEATHING AS PART OF SHEARWALL SEGMENT WIERE NOTED SOLID BLOCKING O SEAMS „ 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED RIM JOISTS R-18 RIM JOISTS SHALL BE INSULATED. = z ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP " PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. / I n PLATE OR ADAQUAIIELY BLOCKED AT JOINTS. i FLOOR FRAMING CAVITY INSULAl10N SHALL BE v / 2. HOEDOWNS REQUIRED AT ALL CORNERS OF STRUCTURE. SEE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TTO MAINTAIN PERMANENT CONTACT WITH L1J 0 DETAILS ON PLANS. 3. REFER TO THE NAILING AND STRAPPING DETAIL`S FOR A IF ACCORDANCE WITH SEC110N N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR R-30 FIBERGLASS FLOORS (INCLUDING ABOVE FRAMING CAVITY INSULATION SHALL BE PERMITTED TO ICY-coNnNulous LOAD PATH. INSULATION BAT' 1 x E6 FASCIA BD. GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY BE IN CONTAtCT WITH THE TOP SIDE OF SHEATHING, 0 2 - STORY OVERt 2 X 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE FLOORS) EXPOSED EDGE OF INSULATION. OR CONTINUOUS INSULATION INSTALLED ON THE (� 0 SUB--FASCIA R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIDE O)F FLOOR FRAMING AND EXTENDS FROM 0 GYPSUM WALL BOARD. FTHE BOTTOM TO RAMING MEMBERS.E TOP OF ALL PERIMETER FLOOR U) 1 1/2" SHEETROCK ) N D EXPOSED EARTH IN UNVENTE:D CRAWL SPACES WHERE PROVIIDED INSTEAD OF FLOOR INSULATION, Q 0 BEADED VENTED CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO VINYL SOFFIT TYP. RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWI_WPACE WALLS. V) __t U) CAULK, ADHESIVE ORJOINTS THERMAL Z MOISTURE PROTECTION NOTES: TO DUCT SHAFTS, U PENETRATIONS, AND FLUE SEALANT ® ALL JOIN SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. AT EXTERIOR WALL PLATES & SHEATHING 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, TYP REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION TfHAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209. AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE CUTTING, NOTCHING AND DRILLING: 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BANS, SIZE AS INDICATED ON GARAGE AND CONDITIONED SPACES. ( DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE AS PER 2020 N.Y.S.R.C. TABLE R-502.8 & R-602.6 INSULATED ROOF CEILING CAVITY D E TA I I L INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED UGH7iNG THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. L ++ + ++ 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF BUILDING PAPER. BAiT INSULA,TiON SHALL BE CUT NEATLY TO FlT TOP AROUND WIRIING AND PLUMBING IN EXTERIOR WALLS, L 3 L/3 PLTATES 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERSE ON DRAWINGS. PLUMBING AND WIRING OR INSULATION THAT ON INSTALLATION READILY WI /USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEEHINDR PIPING AND W R NG.PACE SHALL EXTEND D/3 TYPICAL SPRAY AT INSULATION VALUES: 7 CONSTRUCTED,,TRS REATED OR COMBIN D, SHOWER DOORSNWITH OTHER MATERIALSENCLOSURES, ( OORS AS PLUSNG DTO MINIMIZE EFF CTIVEBLY O ORS THE POSSIBILITY OF SNJ RY TO SHOWER / TUB ON EXTERIOR ALLSSHALL BE SO IZED, THEI ADJACENT TOBARRIERT SHOWERS AND ALLED EXTERIOR TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. J NO NOTCHES D/3 OPEN CELL SPRAY FOAM = R-3.5 / 1" OR TUB. o PERMITTED MAX. CLOSED CELL SPRAY FOAM = R-7.5 / 1" B. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q F-LHOT-DIP GALVANIZED, MILL PHOSPAHTiZED. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND I-- D/�6 MAX. ELECTRICAL OR COMMUNICATION BOXES OR Li DR D/6 MEMBERS 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTIT10US MATERIALS OR DISSIMILAR EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. MAX. METAL. Q LE!SS THAN HVAC REGISTER BOOTS THAT PENETRATE 4" NOMINAL 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED FLOOR JOIST - CENTER CUTS DIitMENSION BORED HOLE 1/2" SHEETROCK 2 x 4 INTERIOR WALL OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL MAX. DIAMETER 40% OF STUD 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORM A W Q DEPTH STUD 2" MIN. CLOSED 2 x 8 BACKING STUD TO WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET Z CELL SPRAY FOAM PROVIDE NAILING AND JOINTS. O INSULATION SPACE FOR INSULATION z 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. C� NO NOTCHES ABOVE AND BELOW ALL TRIM. Z LLI 0 5/8" MIN. (R-7.5 / 1") .-. _ L;j PERMITTED " N o I- J TO EDGE x 2 = R-15 R-6 FIBERGLASS D tV 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT Q INSULATION GATT F I THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING CK x 5/8" MIN. Cr) AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE z N o TO EDGE ;, '� EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. FLOOR JOIST - END CUTS NOTCH MUST -----------------______-------________ -----------------=--------- - - ----- - NOT EXCEED 21 - 13 5 25% OF STUD 2" MIN. DEPTH INSULATION & VENTILATION NOTES: FROM TOP EXTERIOR & BEARING WALLS: 2 x 4 WALL STUDSDRAWN BY AND BOTTOM IF HOLE IS BETWEEN 40% 0 16" O.C. TYP. 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF OF JOIST BORED HOLES SHALL ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. - P A C NOT BE LOCATED IN AND 6 T OF STUD DEPTH, THEN STUD MUST BE DOUBLE 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL PLUMBING ACCESS ARE TO BE FILLED r r THE SAME CROSS AND NO MORE THAN TWO / .'., J "`\ SECTION OF CUT OR 1/2" CDX PLYWD. SHEATHING COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. _ __ 1, Kt X SUCCESSIVE STUDS DOUBLED NOTCH IN STUD 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED '- DATE 0 Q AND SO BORED WINDOW AND DOOR USE. ACTUAL C] EXTERIOR INSULATED PERPENDICULAR WALL °: .._ ,: 10/18/23 DEPTH 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. ( ( 1) f` I N TE R S E C TI 0 N DETAIL 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED ++ + ++ AIRFLOW TO RIDGE VENT. \ ' �. _�__� ; � SHEET# 1 1/2 =1 -0 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT". 7. ATTIC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. 8 I I EMAIL: ICE SHIELD info@ccgorten.com FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE �2- FLOOR & ROOF DIAPHRAGM OF BUILDING (SEE R905.2.7) BRACING DETAIL: SEE PLAN FOR BATT INSULATION R—VALUE ASPHALT ROOF SHINGLES 15# BUILDING FELT RIDGE SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. SIMPSON CS20 EACH RAFTER \ BLOCKING l 2 BAYS BACK J z CONNECTOR WITH (4) 8D l 2 2 ® 48" O.C. < W 3: COMMON NAILS \ ATTIC ~ U (SEE WFCM TABLE A-3.4 Z 1/2" PLYWOOD SHEATHINGCD w _� Q W CONTINUOUS VENTED SOFFIT TO MATCH EXISTING 0 i— CEILING 00 " l / JOISTS w w � 2 x6 DOUBLE TOP PLATE \�� \ = LL 0 FASCIA TO MATCH EXISTING \�� FIRST / SECOND FLOOR _ �1 2' G.w. o ROOF FASTENING ZONES FOR WIND UPLIFT-- J 0 ro UoZ SIDING PER OWNER 24"' 15# BUILDING FELT OR "TYVEK" HOUSE WRAP BLOCKING < 1/2" PLYWOOD SHEATHING a 2 BAYS BACK < W MINJ. ® 48" O.C. U 13 ROOF SHEATHING FASTENING SCHEDULE EXCEPTION: WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF ROOF FASTENING ZONE SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING REGION NAILS PANEL IS NOT REQUIRED. LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) UPLIFT COMMON [PANEL FIELD 6 6 6(b) (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING 2"x6" WOOD STUDS ® 16" O.C. AT GABLE END WALLS R-15 BATT INSULATION. VAPOR BARRIER TO INTERIOR (b)• USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN SEE DRAWING A-01 FOR ADDITIONAL NOTES AT GABLE END WALLS ° ° ° ° ° 0 ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 o 0 0 0 0 ° VA All ' 0 0 0 0 0 ° ° 0 0 0 0 0 ° 10 . °• o 0 0 0 0 0 0 0 0 CONTINUOUS 2"x6" SILL PLATE D ° ° ° ° ° LTS12-1 0 0 0 ° ° ° ° 0 3 O O O O O O O O O O O O O O 12-1Od NAILS 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LSTA210 ° E 16-10d NAILS 0 0 0 0 0 0 Cj 0 0 0 0 0 0 B 0 0 0 0 ROOF SHINGLE NAILING PATTERN 0 0 FOR HIGH WIND 0 0 0 0 0 0 0 ° 5 6 Q 1. (6 NAILS PER SHINGLE 2. (1�NAIL ON EACH END 1" IN FROM THE EDGE ry 0 r & (1) ON EACH SIDE OF THE CUTOUT H4 WALL SHEATHING NAILING PATTERN fl!� NAIL SIMPSON STRONG TIE HTT22 & LSTA 21 0 1. :HEATHING TO BE INSTALLED WITH 6d NAILS LJJ m STRAPPING A T ' •' ' .•• LTP4 2. IUSTALL PLYWOOD VERTICALLY AT ALL CORNERS U Q NAILING �C 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES SILL SEALER AND TERMITE SHEILD ;��; 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD W = 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS o = z BASEMENTMAX. 3'-0" O.C. ''• " .• a (SEE WFCM TABLE 3.2B & 3.2C) NAILING SCHEDULE '13' EXTEND BOLTS MIN. 7" INTO FDN � "�: � ~ W � � SEE DETAIL #6 0 0 I EACHH EKED NUT & 3" X 3" WASHERS NOTATION D E E PAGE D-1 ' ''•• •�•:•:r'': •• f 0 _ OLT OPENING VAPOR BARRIER 2'-0" 2 (1) 2X4 -1 1 1 '.• ' • TABLE A— 3. 6 N EXISTING 8"x16" CMU '• ' Q Ln O r'FOUNDATION WALL ON 8"x1'-4" 4.'-0" 4 (1) 2X4 2 2 2 POURED CONCRETE FOOTING • 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 1,30(MPH) C/) '74- V) CONTINUOUS 2"x4" KEYWAY g'_p" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' — 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13 E A D E R ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) / SIMPSON STRONG TIE HTT22 & LSTA 21 12'-0" 12 (2) 2X6 5 5 5 5 d d 4 0 A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER TYPICAL WALL SECTION D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO 0 COMMON NAILS ROOF RAFTER TO RIDGE WITH U (4) 8D C Q END OF HEADER AT EACH SIDE SCALE: 1" = 1'-0" SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) ® EACH SIDE OF STRAP F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO (SEE WFCM TABLE A-3.6) END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) U) RAFTER TO RIDGE TIE J CQ 1 Q SIDEWALL 4— 2 x 4 STUD SOLID CORNER FULL HT. CORNER W STUD CONNECTED •• �n°, Use every other nail hole CUT in a row to provide the LENGTH Z TO TRANSFER SHEAR code—required minimum O END 12" MIN. TYP. (n Z • center—to—center LENGTH C� 2-16D COMMON NAILS •• spacing for nails Z_ W • SIMPSON HDU5 ® 6• D.C. J HOLDOWN i a 5/8"0 � O U THREADED ROD 1 z (n ON BOX BM. \.:.;\ EACH SIDE MOF STRAP CLEAR LS SPAN 2ps on St PER PER W.F.C.M. TABLE A-3.4 Sim F{ 7 �R REBSMCONr V �:: � .,Q,; (IE•MIK) 21 - 13 5 CERNM FLOOR JOISTS BRACING ' 2-2x4 D.F. SI EN mPsa Strcong—TIe D TOP PLATE STHDI4J SIMPSON STRONG-TIE TB27 Provide minimum�' LENGTH 12" MIN. TYP. SIMPSON Rim Jct Installation g HDU5 HOLDOWN end distance Equal number of A SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED = "~ UNDER MUD SILL 1rYPICAL AT EACH STUD. ALL C O R N ER HOLD DOWN ANCHORS specified nails S oil Strong—Tie Tie STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE 6 in each end CS Coiled Strap ,� DATE FASTEN ® EACH E'ND OF STUD W/ 3 8—D NAILS SIMPSON STRNG—TIE % '�:� ``, t,``\ 10/18/2 3 AS PER W.F.C.M. TfABLE A-3.4 STORY TO STORY HOLD DOWN ANCHORS STUD TO STUD CONNECTION 1 J' t. �;� ;,. pj ;, SHEET# FLOOR WALL ASSEMBLY TO FOUNDATION 3 ' - / � S SIMPSON STRONG-TIE CS SIMPSON STRONG-TIE HD _ 8 I