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of sou ryo!° Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46460 Date: 09/03/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2860 Pine Tree Rd Cutchogue, NY 11935 Sec/Block/Lot: 104.-2-17 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/18/2023 Pursuant to which Building Permit No. 49824 and dated: 10/04/2023 Vas issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including sunroom, to existing single-family dwelling as applied for. The certificate is issued to: Robert McCaughey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49824 09/16/2024 PLUMBERS CERTIFICATION: Aut on d ign tore �oSo�Foi,��G TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE "� • SOUTHOLD; NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49824 Date: 10/4/2023 Permission is hereby granted to: McCaughey, Robert 2860 Pine Tree Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2860 Pine Tree Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-17 Pursuant to application dated 9/18/2023, and approved by the Building Inspector. To expire on 4/412025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20 CO-ADDITION TO DWELLING $50.00 Total: $317.20 Buildi�g Inspector SOUIyQ Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh southoldtownny.gov Southold,NY 11971-0959 COUMV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert McCaughey Address: 2860 Pine Tree Road city:Cutchouge st: New York zip: 11935 Building Permit#: 49824 Section: 104 Block: 2 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: MD Power Electrician: Dan Brophy License No: 333445 SITE DETAILS 'Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED F1 Exit Fixtures Sump Pump Other Equipment: 1 mini split and 1 blower head Notes: SUNROOM Inspector Signature: 4444a4 Date: September 16, 2024 2860 pine tree rd OF SOUTy� lq&wy 460 Iee &l. h �O * # TOWN OF SOUTHOLD-BUILDING DEPT. 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: 44h't ,_�-, _&eser �� DATE INSPECTOR OF SOUTyo� # . # TOWN'OF SOUTHOLD BUILDING DEPT. coorm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: 0ovu-7.s, & WU YWOMtkc)( ' _Hl� UAQ--\ DATE INSPECTOR \/ OF SO(/T�° # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [,FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [vl FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I [ ] PRE C/O [ ] RENTAL REMARKS: nA-ea�. I�2 DATE INSPECTOR k p ECE9WE A U G 2 8 2025 :�. Building Department Town of Southold �1 -- F �i AP 10 Shane Hafer Compass North Fork The Elkin Team North Fork's #1 Team by Volume and Transactions 2020 - 2023 Licensed Real Estate Salesperson m: 516.660.9717 54100 Main Street Southold, NY 11971 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Bunch, Connie 41Oaq From: Shane Hafer <shane.hafer@compass.com> Sent: Wednesday, August 27, 202S 4:02 PM To: Bunch, Connie Cc: Bridget Elkin; Eric Elkin Subject: [SPAM] - 2860 Pine Tree - Permanent Step Photos for CO Hi Connie, Thank you for all of the information this afternoon! Please find photos of the steps attached below: r T+ r LJ A U G 2 8 2025 BuIldinc; P'«p,�trryent TOIA n of Souti i [ELD INSPECTION REPORT DATE COMMENTS .d FOUNDATION (IST) ----------------------------------- M FOUNDATION (2ND) =21 �z 9Awi mals -PO(L 4tf7, ak- 4v t3,-j 4�7cn ROUGH FRAMING& y O PLUMBING rb t r r� INSULATION PER N.Y. y STATE ENERGY CODE _ FINAL ADDITIONAL COMMENTS C� P +_ co 0• a 0 , v-,ea /o-5 l0 3-!r 4 So epA I Q d m ® b �+ o "1 z x H x d b H { 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 hqps://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT Ip For Office use only PERMIT NO. Building Inspector: S E P 18 2023 d forms must-'beAlld&out`irf their entirety'Incomplete Building Department applicationswill t be accepted the owner,' Town Of Southold 6tion P446-2),.shw betbfiipie*& Date: N E R�SYPF PROPERTY Name: SCTM#1000- Project Address: �J Phone#: Email. Mailing Address: T (-(Q�31's-7-- CONTACT.PERSON. Name: G- Mailing Address: P; o n- i-t-9 s, Phone 77. Pho #: - :1 tmai '4E QQ-wa- J'� 11i N 'J'N';F IGUIPROFESS1 Name: Mailing Address: A-qq- 0--+--n-Ah- A 1-30- r Phone#: J Email: 0-1 —1 - I -w 9 _.:i_ -2, QRM,�PQNxa Nam Ch-Jar— Mailing Address: 24-R IV_t Phone#: Email: --bruce-,, "b'ESCIR.110TION,OF PROPOSEDCONSTR UCTION 11NewStructure Addition FlAlteration DRepair ElDemolition Estimated Cost of Project: Mother 70 i 60CD Will the lot be re-graded? E]Yes o Will excess fill be removed from premises? OYes �!01 .Existing use of property: r 0 Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Z 46 ves Le this property? E]Yes P<o IF YES, PROVIDE A COPY.— ca+kv Check Box So; r dosl&h professional, . responsible for 411,drainage.and tqqrn�wa!!r,issues as provided by 'Chapter fAPPLICATION IS HEREB Y 1'6rthii.,gu'iidtni biipa-r6niniIfor theissuance Y`Ordmance-fth r.,owmc ew arW and other 0!! Oi6s'. co n6f.bWIdn'-gs"` 11atld�tionsrl L, 'allappllcii j2,a fl p!jcpq.agrqfs to,coMpIVWith n d rekulaii6,�i and jn��etf'i Mentt; ble laws;ordinances,building code; c e 'Made herein air&-�; punishable a Class**misa meanorl purs u6mtto of the New York iPenal Law: Application Submitted By(p rint.name): AETA"uthorized Agent 00wner Signature of Applicant; Date: STATE OF NEW YORK) SS: COUNTY OF 3Lj Kafa ir ftm ic, 4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing cont act)above named, (S)he is the Ag vc& (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 '3�cm t)er 20 Notary Public TRACEY LYNNESCNLESKE Notary Public,State of Newyork PROPERTY OWNER AUTHORIZATION Y No.01SO6116398 Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires September27,202 I, r GNU o��e� residing at cQRtrcDA?ine—tr-ee en do hereby authorize Vz&r-qh-&—rm LA RrlY1.L�'So apply on my behalf to the Town of Southold Building Department for approval as described herein. Z-6-7 Owner's Signat4e'8-- OU Date n "c r- a"+c Print Owner's Name 2 f Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) t, residing at :::�)FS LOCO ?i F),e,_rf'�e-e (Print property owner's name) (Mailing Address) do hereby authorize Vaf-f "C A(f6 I-L 4 L I. ` (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) &h r+'�A,r)n "c CaLfei�� (Print Owner's Name) ��SUFFOL�dO . BUILDING DEPARTMENT-Electric s �( .�� G TOWN OF SOUTHOLD LEE c Town Hall Annex- 54375 Main Road Box 1179 o • Southold, New York 11971 g A U G 1 2 2024 yfj� ao� Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' iamesh _southoldtownnv.Qov- seand0soutR611hft ent Town 878outhow APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/17/24 Company Name: MD POWER Electrician's Name: DAN BROPHY License No.: 333445 Elec. email:Mdpowerdanbrophy@gmail.com Elec. Phone No: 631 484-0649 D I request an email copy of Certificate of Compliance Elec. Address.: 59 GLENWOOD DRIVE HAUPPAUGE, NY 117788 JOB SITE INFORMATION (All Information Required) Name: McCAUGHEY Address: 2860 PINE TREE ROAD CUTCHOGUE Cross Street: STERLING ROAD Phone No.: 6314840649 BIdg.Permit#: BP#49824 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): SUN ROOM 14X12 Square Footage: i ss Circle All That Apply: Is job ready for inspection?: Fv YES❑ NO Rough In ❑✓ Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[]Service Reconnect❑Underground❑Overhead #Underground Laterals Ell 2 M H Frame F1 Pole Work done on Service? My N Additional Information: PAYMENT DUE WITH APPLICATION Cad I oo fe- k l cap 9 �' BUILDING DEPARTMENT-Electric s I� 0 t111 l5 U Fr TOWN OF SOUTHOLD r Town Hall Annex- 54375 Main Road Box 1179 Southold,ip New York 11 971 9 AUG 1 2 2024 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh� southoldtovwnny.novan ,outl%lbftr erat own o ou 101d APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 5/17/24 Company Name: MD POWER Electrician's Name: DAN BROPHY License No.: 333445 Elec. email:Mdpowerdanbrophy@gmail.com Elec. Phone No: 631 484-0649 El I request an email copy of Certificate of Compliance Elec. Address.: 59 GLENWOOD DRIVE HAUPPAUGE, NY 117788 JOB SITE INFORMATION (All Information Required) Name: McCAUGHEY 6 r. Address: 2860 PINE TREE ROAD CUTCHOGUE ` 3 Cross Street: STERLING ROAD Phone No.: 6314840649 Bldg.Permit#: BP#49824 email: Tax Map District: 1000 Section: OT Block: Lot: 17-1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): SUN ROOM 14X12 Square Footage: 1168 Circle All That Apply: Is job ready for inspection?: YES ❑NO [:]Rough In Final Do you need a Temp Certificate?: YES[NO Issued On Temp Information: (All information required) ;. Service Size[1 Ph[—]3 Ph Size: A #Meters Old Meter# ❑New Service[Fire Reconnect[]Flood Reconnect[]Service Reconnect[Underground[Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION lab-q Cad � IDo FCC ftt FRMIT# rr Address: Switches 1 L Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater ' Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV 'Inst Hot DeHum ' Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit 1 Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments IMG4 � � ,� ajWCYdlbn %dWU/S P AH l7_is fir— J6 SrA WIM FM RUFUS E SFAA 40 fir 47 VA loop_rft6dL%-Jy t N `� R �ppr^ � � �' 7 AMW I � , . � I.O . 0-w Aom cMLo .dFjp Mi a 596 �i o � "` �®'" . ar NEW RE ssmwoo amrs ojmISuOemw 0 --- -•. SUNROOM ADDITION CO� 3 HEATED ]�IlVISHED �r HABITABLE MICAD Of LLID _ EXISTING SQ.FOOTAGE 1ST FLOOR HOUSE=1,489.56 FT.2 a■awlwa'ir ► XL &r•m"IN ago* Mrs! �i■�.r■iRir to db EXISTING SQ.FOOTAGE DETACHED GARAGE=287.5 FT.2 tfa � i�i�i■i1��i14i i�ua� d ,, , , EXISTING SQ.FOOTAGE 2ND FLOOR HOUSE=670.5 FT.2 u=woo id an Rio;Za Kira PROPOSED REAR SUNROOM ADDITION=12' X 14' =168 FT.2 MOILIll1' ice• . �.: PROPOSED LOT 7 COVERAGE=1,489.56+287.5+168=14.85% <20% OK J - - -- -- 13,090:98 - e TOWN OF SOUTHOLD 5/16/25 BUILDING DEPARTMENT 54375 RT. 25 SOUTHOLD, N.Y. 11971 RE: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY 2860 PINE TREE ROAD CUTCHOGUE,N.Y. 11935 TAX MAP#104-02-17 ARCHITECTRS REVISED PLANS IN REGARD TO THE ABOVE REFERENCED PROJECT; I HAVE VISITED THE SITE AND OBSERVED THE FOLLOWING FIELD CHANGES AND HAVE REVISED MY DRAWINGS ACCORDINGLY: 1. SHEET#1 LEFT SIDE ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 2. SHEET#1 FIRST FLOOR PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM • EXIST FROM HOUSE TO SUNROOM HAS 3'-0"PLATFORM THEN STEPS 3. SHEET#2 FOUNDATION PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 4. SHEET#2 RIGHT SIDE ELEVATION - • EXIT DOOR REMOVED FROM RIGHT SIDE OF SUNROOM, GLASS.WALL INSTALLED. 5. SHEET#2 REAR ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM JOSEPH MICHAEL GRATZER ARCHITECT �Q®GR��y�l` AIA, CDT, CSI, ACI �F�, < 99 WANTAGH AVENUE EAST ISLIP, N.Y. 11730 631-740-1274 Josephmgratzer@gmail.com S 024837 Q�- qTF OF NEB TOWN OF SOUTHOLD 5/16/25 BUILDING DEPARTMENT 54375 RT. 25 SOUTHOLD, N.Y. 11971 RE: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY 2860 PINE TREE ROAD CUTCHOGUE, N.Y. 11935 TAX MAP#104-02-17 ARCHITECTRS REVISED PLANS IN REGARD TO THE ABOVE REFERENCED PROJECT; I HAVE VISITED THE SITE AND OBSERVED THE FOLLOWING FIELD CHANGES AND HAVE REVISED MY DRAWINGS ACCORDINGLY: 1. SHEET#1 LEFT SIDE ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 2. SHEET#1 FIRST FLOOR PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM • EXIST FROM HOUSE TO SUNROOM HAS 3'-0"PLATFORM THEN STEPS 3. SHEET#2 FOUNDATION PLAN - • -EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 4. SHEET#2 RIGHT SIDE ELEVATION - • EXIT DOOR REMOVED FROM RIGHT SIDE OF SUNROOM, GLASS WALL INSTALLED. 5. SHEET#2 REAR ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM JOSEPH MICHAEL GRATZER ® ,Qjily?C ARCHITECT \�'��' GRAP AIA, CDT, CSI,ACI 14J >� 99 WANTAGH AVENUE EAST ISLIP,N.Y. 11730 631-740-1274 Josephmgratzer@gmail.com X 024837 yO�� �t TOWN OF SOUTHOLD 5/16/25 BUILDING DEPARTMENT 54375 RT. 25 SOUTHOLD, N.Y. 11971 RE: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY 2860 PINE TREE ROAD CUTCHOGUE,N.Y. 11935 TAX MAP#104-02-17 ARCHITECTRS REVISED PLANS IN REGARD TO THE ABOVE REFERENCED PROJECT; I HAVE VISITED THE SITE AND OBSERVED THE FOLLOWING FIELD CHANGES AND HAVE REVISED MY DRAWINGS ACCORDINGLY: 1. SHEET#1 LEFT SIDE ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 2. SHEET#1 FIRST FLOOR PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM • EXIST FROM HOUSE TO SUNROOM HAS 3'-0"PLATFORM THEN STEPS 3. SHEET#2 FOUNDATION PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 4. SHEET#2 RIGHT SIDE ELEVATION - • EXIT DOOR REMOVED FROM RIGHT SIDE OF SUNROOM, GLASS.WALL INSTALLED. 5. SHEET#2 REAR ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM JOSEPH MICHAEL GRATZER ARCHITECT ,` �Q®G AR�y✓,, AIA, CDT, CSI, ACI 99 WANTAGH AVENUE EAST ISLIP, N.Y. 11730 631-740-1274 Josephmgratzer@gmail.com �j, 02e,837 -1TE OF ��� TOWN OF SOUTHOLD . 5/16/25 BUILDING DEPARTMENT 54375 RT. 25 SOUTHOLD, N.Y. 11971 RE: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY 2860 PINE TREE ROAD CUTCHOGUE, N.Y. 11935 TAX MAP#104-02-17 ARCHITECTRS REVISED PLANS IN REGARD TO THE ABOVE REFERENCED PROJECT; I HAVE VISITED THE SITE AND OBSERVED THE FOLLOWING FIELD CHANGES AND HAVE REVISED MY DRAWINGS ACCORDINGLY: 1. SHEET#1 LEFT SIDE ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM r 2. SHEET#1 FIRST FLOOR PLAN - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM EXIST FROM HOUSE TO SUNROOM HAS 3'-0"PLATFORM THEN STEPS 3. SHEET#2 FOUNDATION PLAN - • -EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM 4. SHEET#2 RIGHT SIDE ELEVATION - • EXIT DOOR REMOVED FROM RIGHT SIDE OF SUNROOM, GLASS WALL INSTALLED. 5. SHEET#2 REAR ELEVATION - • EXIT DOOR MOVED TO THE LEFT SIDE OF SUNROOM • STEPS TO GRADE MOVED TO LEFT SIDE ON EXISTING CONCRETE PLATFORM JOSEPH MICHAEL GRATZER ® Al?C, ARCHITECT \�'��' GRgP AIA, CDT, CSI,ACI 'o 99 WANTAGH AVENUE EAST ISLIP,N.Y. 11730 631-740-1274 Josephmgratzer@gmail.eom `s'T� 024837 �lp�� 1 r CGenerated by REScheck-Web Software �(J Compliance Certificate Project PROPOSED REAR SUNROOM ADDITION FOR THE McCAUG o?""FAMI-LY . ',.. Energy Code: 2020 NYStretch - 2018 IECC ED q� Location: Cutchogue, New York ` CO MICR 1 6 Construction Type: Single-family r>' Project Type: Addition " A f Orientation: Bldg. faces 90 deg. from North ''`"`? A `{ Climate Zone: 4 (5572 HDD) Permit Date: � N Permit Number: � 4/O, 551 Construction Site: Owner/Agent: Designer/Contractor:" ©�`' 2890 PINE TREE ROAD ANNE&BOB McCAUGHEY JOSEPH MICHAEI GRATZER� _ CUTCHOGHUE, NEW YORK 11953 2860 PINE TREE ROAD JOSEPH MICHAEL GRATZER' =' CUTCHOGUE, NEW YORK 11953 ARCHITECT `- 631-734-7504 99 WANTAGH AVENUE EAST ISLIP, NEW YORK 11730 631-740-1274 josephmgratzer@gmail.com Comp!iance: Passes using UA trade-off Compliance: 3.3%Better Than Code Maximum UA: 61 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.21 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:Structural Insulated Panels(SIPS) 168 49.0 0.022 0.026 4 4 Wall:Structural Insulated Panels 126 20.0 0.053 0.045 3 2 Orientation: Back Window:Vinyl Frame SHGC: 0.21 76 0.250 0.270 19 21 Orientation: Back Wall 1:Structural Insulated Panels 112 20.0 0.053 0.045 2 2 Orientation: Left side Window 1:Vinyl Frame SHGC: 0.21 65 0.250 0.270 16 18 Orientation: Left side Wall 2: Structural Insulated Panels 50 20.0 0,053 0.045 1 1 Orientation: Right side Door:Glass Door(over 50%glazing) SHGC:0.19 19 0.260 0.270 5 5 Orientation: Right side Window 2:Vinyl Frame SHGC: 0.21 6 0.250 0.270 2 2 Orientation: Right side Floor:All-Wood joist/Truss 168 21.0 0.0 0.044 0.033 7 6 Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 1 of10 1 � Compliance Statement. The proposed building design described here is consistent ith the building plans,specifications,and other calculations submitted with the permit application.The proposed building has bee esigned to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to co a manda o requirements listed in the R Scheck Inspection Checklist. Name-Title Signatur Date Project Notes: PROPOSED REAR SUNROOM ADDITION HEATED, HABITABLE ;1 A� F ®�?T NO.024OF N 83� r! Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 2 of10 1 f REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 84.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section` Plahs Verifietl t Field Verified ' Com lies? Comments/Assum tions A # Pre.Inspection/Plan Review P- P Req:ID' Value ,_ Value, ' 103.1, 1 Construction drawings and [ Complies ;Requirement will be met. 103,2 documentation demonstrate »'❑Does Not 'Location on plans/spec: ec: [PRJ] ;energy code compliance for the []Not Observable p p 1 I building envelope.Thermal SHEET#3 ;envelope represented on []Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable ;Location on plans/spec: [PR3]1 ',lighting and mechanical systems SHEET#3 ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ; (Commercial Provisions. 302.11i Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 +sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 '!on loads calculated per ACCA ; Cooling: ; Cooling: :[]Not Observable :Location on plans/spec: u Manual j or other methods ? Btu/hr ; Btu/hr ❑Not Applicable ;SHEET#3 approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 3 of10 i Section # Foundation Inspection' Com;pl�es7 Comments/Assumptions & Req.lD .a 303.2..1 1A protective covering is installed to ;UComplies [FO1IF, A protect exposed exterior insulation :❑Does Not 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. [FO12]3 installed. ;❑Does Not . []Not Observable;Location on plans/spec: N/A. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Z Medium Impact(Tier 2) 3;Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 4 of10 Section": " ° ;. . -. ,• Plans Verified Field Verified CommentsLAssu'mr # Framing/,Rough-In.Inspection Value ". Value Complies. ptions & Req.ID_ 402.1.1, 1 Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.1, !'average). ;0Does Not ;table for values. 402.3.3, 402.5 '❑Not Observable ' [FR2]1 ; ;[]Not Applicable 303.1.3 i U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4J1 ;are determined in accordance "a❑Does Not with the NFRC test procedure or ;` QNot Observable ;Location on plans/spec: .taken from the default table. SHEET#3 F ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not :instructions.An approved third- ;Location on plans/spec: ;party will inspect all components ;,Ty=-;❑Not Observable :SHEET#3 and verify compliance.See []Not Applicable ; !section details and guidance ^yY :from Table 11402.4.1.1. 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 Hs listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ' U or has infiltration rates per NFRC ` QNot Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Exception: Requirement is [FR1612 , .jsealed at housing/interior finish ❑Does Not not applicable. and labeled to indicate s2.0 cfm QNot Observable leakage at 75 Pa. f 'Location on plans/spec: f ❑Not Applicable ;N/A-NO IC RATED FIXTURES 403.3.1 Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 i insulated>= R-8 where duct is []Does Not completely inside the I>=3 inches in diameter and >_ QNot Observable building envelope. R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable :Location on plans/spec: ;the building insulated>=R-6 for ;N/A-PTAC UNIT I diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.2 1 Ducts,air handlers and filter ❑Complies ;Exception: Requirement is [FR13]1 i boxes are sealed with ❑Does Not not applicable. U Joints/seams compliant with []Not Observable :International Mechanical Code or Location on plans/spec: I International Residential Code,as --. 4❑Not Applicable ;N/A-PTAC UNIT ;applicable. ' 403.3 (Duct system in new buildings and ❑Complies ;Exception: Requirement is [FI32J1 ladditions are located in a ❑Does Not ;not applicable. conditioned space in accordance QNot Observable with Sections R403.3.7(1-2). []Not Applicable 'Location on plans/spec: N/A-PTAC UNIT 403.3.8 ;Ducts are sized in accordance ❑Complies :Exception: Requirement is [FI33]1 ;with ACCA Manual D and sections -]Does Not not applicable. R403.7-8. QNot Observable Loction on .,,❑Not Applicable N/A-a PTAC UNITans/spec: 403.3.5 Building cavities are not used as 111Complies ;Requirement will be met. [FR15]3 .:l ducts or plenums. ❑Does Not QNot Observable ;N�Aation on plans/spec: _.,... . .,'❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 5 of10 ;Section _ Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions. &Re 1D Value Value, q, 403.13 !conditioned.. _ 403.3 7• '{Ducts declared to be within the � :I❑Complies a :Exception: Requirement is space are either 1) ❑Does Not not applicable. ® j completely within the continuous ❑Not Observable "air barrier and within the building _ __ Location on plans/spec: I thermal envelope, 2) buried ❑Not Applicable ;N/A-PTAC UNIT (within ceiling insulation in ' accordance with Section 1 R403.3.6 and the air handier is !located completely within the !continuous air barrier and within !the building thermal envelope land the duct leakage is<= 1.5 cfm/100 square feet of x conditioned floor area served by the duct system,or 3)the ceiling !insulation R-value installed against and above the insulated !duct>=to the proposed ceiling i insulation R-value,less the R- value of the insulation on the ; 403.4 . (HVAC piping conveying fluids R- ; R- ;DComplies ;,Exception: Requirement is [E111. {above 105 sF or chilled fluids E Does Not :not applicable. i below 55 4F are insulated to>_R- ; ;❑Not Observable 3, Location on plans/spec: ❑Not Applicable ;N/A 403.4.1 ;Protection of insulation on HVAC ,r ❑Complies ;Exception: Requirement is [FR24]1 1 piping. ❑Does Not ;not applicable. ' .ONot Observable Location on plans/spec: ❑Not Applicable ;N/A 403`5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Exception: Requirement is [FR18]?, ;❑Does Not not applicable. '❑Not Observable Location on plans/spec: ;❑Not Applicable ;N/A 463.5 {{Energy conservation measures R- ; R- ;❑Complies ;,Exception: Requirement is [FR29]2 for SWH systems follow ;❑Does Not ;not applicable. _ (guidelines in section R403.5.1-5. ; ; ,❑Not Observable :Location on plans/spec: []Not Applicable ;N/A 403.6 f Automatic or gravity dampers are 4 ❑Complies ;Requirement will be met. [FR191 j on on all outdoor air ❑Does Not {intakes and exhausts. Location on plans/spec: j( ❑Not Observable SHEET#2 .❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 `All installed insulation is labeled ❑Complies ; [IN13]2 - or the installed R-values ❑Does Not yJ provided. ❑Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;0Does Not table for values. [IN].]' ;❑ Steel ;❑ Steel ;❑Not Observable rJ ❑Not Applicable ; 303.2, !Floor insulation installed per ❑Complies 402.2.8 1manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable Warning cavity insulation is in ❑Not Applicable contact with the top side of .sheathing,or continuous insulation is installed on the ,{ underside of floor framing and extends from the bottom to the top of all perimeter floor framing 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%of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ![]Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per r ❑Complies (IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable " ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 7 of10 Section` '-Plans Verified . "field Verified f' # Final lnspection Provisions' Complies? Comments/Assumptions & Req.ID. Value "Value g 402.1.1, I Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, Steel ;❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ` r '' ❑Does Not [FI2]1 Blown insulation marked every 1300 ftz. ❑Not Observable ";" ❑Not Applicable ; 402.'2:3 Vented attics with air permeable ❑Complies [F122]2,'; insulation include baffle adjacent El Not Ito soffit and eave vents that extends over insulation. ❑Not Observable ; , '❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- I❑Complies ; [FI3]1 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. [F]17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;pNot Observable Location on plans/spec: SHEET#2 ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;[ Complies ;Exception: Requirement is [FI27]1 •determine air leakage with ft2 ftz ;❑Does Not ;not applicable. either: Rough-in test:Total ; leakage measured with a ❑Not Observable Location on plans/spec: ; pressure differential of 0.1 inch ; :[]Not Applicable 1 N/A-PTAC UNIT ;w.g.across the system including .the manufacturer's air handler ; enclosure if installed at time of (test. Postconstruction test:Total ; I leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air 1 ; handier enclosure. ; 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not :not applicable. <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in []Not Observable Location on plans/spec: Itests,verification may need to ;[]Not Applicable ;N/A-PTAC UNIT occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated 5 -'❑Complies :Exception: Requirement is [FI24]1 by manufacturer at<=2%of ❑Does Not ;not applicable. design air flow. []Not Observable :Location on plans/spec: ❑Not Applicable ;N/A-PTAC UNIT 4031 1'°' !Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ;Location on plans/spec: initially set by manufacturer to ❑Not Observable ON PTAC UNIT 'code specifications. ❑Not Applicable ; 403,1.2..: Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]� '1 on heat pumps. :� ❑Does Not Location on plans/spec: -]Not Observable SHEET#1 ❑Not Applicable 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 8 of10 . r Se Plans 1/erlfIg0 .,Field Verified Final,lnspec ion Pro`v�sions` Comp hesi =Comments/Assumptions .� Si•Req.IDValue Value #03.`5 1 ,�;Circulating service hot water °_ ❑Complies :Exception. Requirement is [Flll]z systems have automatic or ` ❑Does Not :not applicable. accessible manual controls. 3 t ❑Not Observable !Location on plans/spec: ❑Not Applicable ;N/A-PTAC UNIT 4036 1 All mechanical ventilation system( r - ❑Complies ;Exception: Requirement is [F125Iz fans not part of tested and listed ❑Does Not ;not applicable. HVAC equipment meet efficacy ❑Not Observable Location on plans/spec: ec: and airflow limits per Table ❑Not Applicable p p R403.6.1. N/A-PTAC UNIT 461,2 'Hot water boilers supplying heat r; d ❑Complies :Exception: Requirement is [FI26]� through one-or two-pipe heating r x' ;-x`❑Does Not :not applicable. systems have outdoor setback ❑Not Observable control to lower boiler water Location on plans/spec: temperature based on out ❑Not Applicable N/A-PTAC UNIT temperature. ,4P3,5.1.1 Heated water circulations stems ❑Complies :Exception: Requirement is [FI28jz have a circulation pump.The f []Does Not :not applicable. system return pipe is a dedicated{ ❑Not Observable return pipe or a cold water supply ALocation on plans/spec: pipe.Gravity and thermos- ❑Not Applicable ;N/A-PTAC UNIT ?syphon circulation systems are not present.Controls for j circulating hot water system pumps start the pump with signal " for hot water demand within the .occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ; no demand for hot water exists. 4015.12 ,'J Electric heat trace systems fr ❑Complies ;Requirement will be met. [FI29]� :comply with IEEE 515.1 or UL []Does Not 515.Controls automatically ;Location on plans/spec: ❑Not Observable .)adjust the energy input to the SHEET#1 heat tracing to maintain the - r ❑Not Applicable ;desired water temperature in the „• ; PlPing• ,� 403,5 2 °''Demand recirculation water ❑Complies ;Exception: Requirement is [F130]z ' systems have controls that ❑Does Not not applicable. manage operation of the pump d ❑Not Observable and limit the temperature of the Location on plans/spec: water entering the cold water E ❑Not Applicable ;N/A-PTAC UNIT piping to<= 104 F. • ', 403 5 4, Drain water heat recovery units ❑Complies ;Exception: Requirement is [F1311 �have>=40 percent efficiency i ❑Does Not ;not applicable. installed for equal flow or>=52 ' percent efficiency if installed for ,� ❑Not Observable ;Location on plans/spec: yr unequal flow.Vertical drain water ❑Not Applicable ;N/A-PTAC UNIT " heat recovery units comply with ; CSA B55.2 and tested and x labeled in accordance with CSA B55.1.Potable water-side a ' i pressure loss of drain water heat recovery units are<3 psi for individual units.connected to one 5 -. or two showers. Potable water- side pressure loss of drain water ; heat recovery units are<2 psi f for individual units connected to ;z three or more showers. 404.1 90%or more of permanent ; ;❑Complies ;Requirement will be met. [F16]1 'fixtures have lamps with an ❑Does Not efficacy>= 65 lumans/watt or ❑Not Observable j L°cation on plans/spec: have a total luminaire efficacy SHEET#3 >=45 lumens/watt. r: ❑Not Applicable 11 High Impact(Tier 1) 2` Medium Impact(Tier 2) 31,1 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 9 of10 Section Plans.Verified Field Verified Final Inspection Provisions Complies? Comments/Assumptions &RegJ13 Value Value 404.2 1 Detached one and two-family „' ❑Complies I Exception: Requirement is [FI35]1 ;dwellings and townhouses where '[]Does Not !not applicable. ;the conditioned space is> 1,400 sf comply with the requirements _ _. ,�. []Not Observable ;Location on plans/spec: '❑Not Applicable N/A of Appendix RA. 1 404.3 One or two-family dwellings and ❑Complies ;Ext eption:Requirement is [FI36]1 ltownhouses with parking area r El Does Not PP provided on the building site shall ll []Not Observable ' have a 208/240V 40-amp outlet ;Location on plans/spec: .for each dwelling unit or panel ❑Not Applicable N/A capacity and conduit for the ;future installation of such an jl outlet.See section details. 404.1.1 Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 no continuous pilot light. y.• ❑Does Not not applicable. V j ❑Not Observable Location on plans/spec: ❑Not Applicable ;SHET#3 401:3 Compliance certificate posted. „ ❑Complies ;Requirement will be met. [FI7]2' �:❑Does Not []Not Observable ❑Not Applicable 303.3 i Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 I mechanical and water heating ❑Does Not !systems have been provided. r ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED REAR SUNROOM ADDITION FOR THE McCAUGHEY FAMILY Report date: 09/12/23 Data filename: Page 10 of10 2020 NYStretch - 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.25 0.21 Door 0.26 0.19 CoolingHeating & Heating System: Cooling System• Water Heater• Name: Date• Comments i , I IT! _ �. ..- ii EXISTING SQ.FOOTAGE IST'FLOOR HOUSE= I,489.56 FT.2 RA 01-11C Si.IALL CONFORM I ` TO I1312. .1Z 10IS IRC "'" MUST NOT ALLOW PASSAC E �i �E r I ' 1 EXISTING SQ. FOOTAGE llETACIED GARAGE=2fI7.5 FT.2 OF A 4"DIQA.SPHERE !`,,, EXISTING SQ.FOOTAGE 2NI' FLOOR HOUSE t:t 670.5 FT.2 PROPOSED REAR SUNROOM ADDITION = 12'X 14' = 168 FT.2 { �✓"i. PROPOSED LOT COVERAGE 1,489.56 087.5+ 165=14.85% <20%o OK DECKING A 13 p90 L 5/4"X 6" l ,/ >rl; tfltQfl t11'ilRl� iI2 . i �A" 'r + ; aim .. • fir DECK JOIST , rat' CK GIRDER 2"X 6"AT 16"U.C.C OR61S DE � 2_2"X 9,,W/ TO TABLE R507.5 20 IRC LII"E SAt+'ETY �• • " I7 BOLT ILLUMINATION CONFORM 54y sr� 2-'Is D1A.THR ".A �t PER POST-°CONFORM DIRECT �OAD NEffREAR To R303.$2010 RCNY• *TO T i�.B R30yd2015 II PATH TO G OUND 1iJ+d. ' G �" SUNROOM ADDITION �s HEATED JOIST 11ANGEILI) FINISHED .� * F Pa SIMPSON#U26 LEDGER BD. 13'-p" , HABITABLE ► • S TO POST 'ti ' 2�X 8'1 Wt ti"r lA.THR oLTF - - _.._ :-��:�� Raw + 0 GIRDERS w +.�i STACCE1tED AT 16" C. -- .:._._ -....-' ``"`�.,_ »..ti a� M SIMPS t POSTBASE �' f�f r a _ + t"1 POST CAP simpsoN#ABI3A4 t '. yJ go ..� DETAIL AT TZEAR PLATFORM NTS � �_�...__._ _ NEW REAR COT 43 �,� •�"�. �.. .I, {' it SUNROOM ADDITION ,� .•QI 54NU"I'U13E PIERS - 16"DIA.X PIE � 'r-�- � Im HEATED a� { r.•tNtsHI:D "i C BELOW GRADE i g ram, , .. : � l � HABITABLE �i1�d � � r PROVIDE BEAM SEAT ' r ` > ► n � •i 3 1N CONFO:ftMANCE W/ oo ;E ' ` ,•�°• 'LOT FLAN ZO E `�R -4USIDENTI�.L" " R507.5.12020 RCNY ,1 . - Tamp EXI'C}S � BY: l� 1 _ R301.1.1 AIJERNATIVE PROVISIONS .� t t40TIFY BUILDING DEPARTMENT AT FOLLOWING $31766.1802 6AM TO 4PM FOR THE NEW REAR 38.56" 3$.56" 3$>56" ; 3$.56" THE REFERENCE STANDARD WAS USED IN THE OF THE FOLLOWING INSf'ECTit3I`'Sj „rr� • NROOM ADDITION WINDOW WINDOW WtNDON( WINDOW. 1 STRUCTURE: OLiNtDATlO:~I- l, C11:L.� 1. - EXISTING i ED CONCRETE 1. F ILEA I irU X RA S �E FOR POURED t OM-l", FINISHED DECK O REMAIN '4 WFCM' "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO VA.MILY � t 2. ROUGH-FR/kP/il+tG.& P'' F HABITABLE �� ` + NEW 2"X 8"DECK JOW S AT 16"O.C. .. _....__.._ 3. INSULATION _ - 4. FIN AL-CCJNSTRituTIC'h.'i`�I,�ST , �► NEW PLYWOOD SUI3FLOOR I?•'W'EI.LT'NG$ 2E}la EDITION , NEW R-21 GATT INSUL. r ;4 . , , , ; TABLE R301.2 (1) ALL CONSTRUCTION - � � r ` _ r : - CLIMATIC-AND GlEOGRAMIC DESIGN CRITERIA REOUIREMEN i S 0r..t t. C.t 4 ... YORK STATE, N;1'I P, -C ,'.:flat.i ,,t r. i ---ram - - - •--�- DESIGN OR CONSI•�iW(ON i:AIAOHS . � > ,r i� •• i � GROUND SNOW LOAD �25 LI3S.J FT.2 ., COMPLY WITH At�_.. __•.... FORM ' al • 8 COMF IANCE 020 RCNY- SUNROOM ADDI ION - W DEAR PLAT R31)1.2{S} , , 4 ' C� NE �; AJ80I,3-THE PROPOSED REAR SUNROOM ADDITION DOES NOT CREATE A NON- NEW NEW YORK STATE � STI&ps•ro GRADE -•� � ! � LEFT SIDE ELE�'AT`�ON WIND DESIGN SPEED� 130(58)MPH kR►�D A Ia �i AT$" _ CONFORMITY; THE EXISTING HOUSE CONFORMS TO HEIGHT,STRUCTURAL STRENGTH, AS REQU CC 3 RISERS - - - CONFORMITY; � R.M1.2(4)A . ._. FIRE SAFETY,MEANS OF EGRESS AS WELL AS MECHANICAL,PLUMBING AND ELECTRICAL TOP'OGItA1'IiIC EIa FECI'S�NO ii2EADS AT 12" � a . . � _ - - - - _�. �.,-.._. -- - -t.._. 2 T SCALE: t/a" 1'-0" CAPABILITIES. SC�L�N^i".'�`'; r'rll�I' i'r'�i$ >C AJ8pI.4 OTHER WORK•-TI#ERE IS NO REPAIR WORK WITHIN THE EXISTING HOUSE; R301.2:1.5 .� yY TABLE R301:5 THEREFORE,TI1E PROJECT IS NOT R1aQUiRED Tf)CONFORM TO SECTION A33 REPAIRS. SPECIAL WIND REGION !�{� ` �"'°�- • f ; �� (� •i teUIEo LIVE LOAias UNIFORMLY t�tSTR MINIMUM tiNipOR AJ802-F` II2E& IC.IFE SAFE'TY.pROTECTION •It 1 i >lin pounds or sciUarf: .act) 2 SMOKE ALARMS-YES-IN EVERY IIEDItOd2�1,Ot `[':�tl)I tut'I31"t?I?t�0lVfS tN THf{ WIND I?CII2,'VE DI 13I2IS REGION ZONE� NO `�� cl��r;., + `'- CO) I~ -- �," : A380 I - REMOVE E ISTiNG Use Live Load IMMEDIATE HALLWAY,AS WELL AS AT TOP fit: BOTTOM OF STAIRS IN CONFORMANCE WITH I2.3aY:2.I.2,1 LIDING GLA S DOo UPllnhabitable attics R314 2020 RCNY.SMOKE DETECTORS SHALL BE BATTERY OPERATED 20 YEAR BATTERY LIFE. j 1 s SEISMIC" ESIGN CA.`I'ECTOR� t3 .------- i = � without.storage. 10 A3802.3 CARBON MONOXIDE ALARMS-YES OUTSIDE OF EVERY BEDROOM WITHIN 10 01:2.21 l; -- ��-�„ t � FEET OF EACH BEDROOM IN CONFORMANCE WITH.R3I5 2620 Y2ClVY.BATTERY OPERATED. 'r�EA°�DEU�JG CA`I'EGIl1t'S�•FC?R CONCRETE L�''t�►S'CxRE�SLVER;�; E =YN�; Uninhabitable attics with - REMOVE EXISTIi�GSIDING AT EXTERIOR b g 2 AJ802.3.1.1 POWER SOURCE.�SMOKE AND CARBON MONOXIDE ALARMS SHALL BE Y REAR WALL INSTALL 1 LAYER Y:"GYP. BD. COTTAGE limited l;torage ' BATTERY OPERATED(NO{)PEN WALL!CEILING CAVITIES),jV1iN. 10 YR. MANUAIC,.1 CALCUI.A'1`IONS TAPJE,SPACKLE,SANDED MADE HEADY FOR PAINT`.. v Habitable attics and: attics FROST LINE DEPTH=3'-0" t' 30 AJ802.4 AUTOMATIC SPRINXLER S'YS'TEMS-NIA NO 3"STORY. �pI 2 I LOCATION =CUTCHCiGUE%SUFFOLI�COUNTY A[�`I1 t , r, - served with fixed stairs { } �C U PANS Is RH)i✓EM"#tPTC123G PTAC ENERGY STAR I~tATLD �, AJ803.1 ADDI1`IONAL,LOADS ARE BEING ADDED-N/A"THE PROPOSED READ ��4b3.I{I) ' L ''VA'I`'ION =67 1, 42"X 16"X 13.75" Balconies(exterior) and NL WFU UL LISTED ASSEMBLY SUNROOM ADDITION IS SUPPORTED BY ITS OWN FOUNDATION,INDEP1rNDENT FROM THATTERMITEt=MODERATE:TO HEAVY LA'I'ITUIDE-4p oN E 1 deckse 60 OF THE HOUSE FOUNDATION.NO ADDITIONAL LOADS ARE OEINC•ADDED TO THE EXISTING "'" t•' • • t� r�T A k COOLING CAPACITY= I2,000/12,oaa BTutN �� IE30I.2{6) W[NTEIt;HEATING ='-10(99'% DRY 13UL.8) 4 1 i HOV I CER ! (F A7 ; HEATING CAPACITY 18,000 UTU/II Fire escapes FOUNDATION. SUMMER COOLING =83(I°/ DRY BULB) 20�' AJ803.2 FLOOD HAZARD AREAS No,ZONE"X" WINTER�I+✓SiGN`TEMP.= 110 F ALTITUDE CORRECTION FACTOR= 1.0 ' � f PANCY EEtt=11.0/i i.0 Guards and handrails 50, -�-" THE REAR SUNROOM ADDITION SHALL BE HEATED/ R301.2(1)ISOL�INES 97 t/% WINTER DESIGN TEMP, `{+'� i`�1� I VOLTAGE=2361208V Guard In-fill nompcnents A 8p4.1 MECHANICAL GENERAL�: INDOOR;DESIGN TEMP.=70 of ^"' REMOVE AND ItELOCATF=y . AMPS $.6 COOLED WITH THE INSTALLATION�F A NEW PTAC UNIT: ICE �SRI�IERlNDE1LAYMEN`I� YES EXISTING SKYLIGHT Passenger vehicle i ?�RIIEEM''#PTC123G-PTAC ENERGY STAR RATED R90S>I.2 I(905,4.3.1 R905.5.3.1 Tt905>6.3.1 R90i.7.3.1 xZ90S.8.: DESIGN}'CEhiI'I:IZATURE COOLING=;r5 vF INDOOR TANGENTIAL FAN FOR QUIET OPERATION a 50 HEATING TL,MN DIFI+ERENC,E�70o- s N36 AS SHOWN ''�";`:'i;:;t ,. DIGI5MART CONTROL BOARD FOR ENERGY SAVIN+JS garages 42"X 1b"X 13.75" L+I.tOI)IIAZAI2ID =NO { Ip)=8U0 ,EXISTING Rooms other than C LING!ASSEMBLY AIR FREEZING INDEX= 1500(3K LESS COOLING TL:MP. I}IFFERL+'NCE 83fa--700=-I3oF KI`i'CHEN sleeping rooms 40 COOLING CAPACITY 12,000/12,00a BTtJ/Ii WIND V�;LOCITY HEATING 15 MPH Sleeping roams 3a HEATING CAPACITY ft 18,000 OTU/H R403>3(2: I=I.E ;TItIA WIND VIELOCIT"Y COOLING 7:5 MPH 40� EI;R-1L0/11.0 MEAN Al IUAL TEMP. RIVERHEAD RESEARCH COINCIDENT WET BULB w 7l01~' ; IN ECTiON FIEt�U11REl� Stairs VOLTAGE w 230/208V STATION#307134 =52.2oF For Si: 1 pound per square foot 0.0479 kPa,1 square AMPS-5.6 DAILY MANGE=M NA IONAL CLIMATIC DATA CL+'I�I1'ER inch=645 mm,1 pound=4A5 N INDOOR.TANGENTIAL PAN FOR QUIET OPERATION WINTER HUMIDITY=30% i� o tilk a. Elevated garage floors shall be capable of . DIGISMART CONTROL.BOARD FOR ENERGY SAVINGS AIR,FRI{:LZING INDEX--USA METHOD I exterior Ilbh g SUMMER HUMIDITY�70% i stalled,I eplaced Or supporting a 2,000 pound load applied over 20. BASE 320E square-inch area. S.PLUMBTNG►'"`INSTALLATION OF CONDENSATE LINES FOR NEW PTAC UNIT. j b, Uninhabitable attics without storage are those AJ805.1..N/A I aired shall canfclt IIl ( S"Y"RRtTCTIJRAI, CERTIFICATION Ii�Chapter 172 EXISTING where the clear height between joists and rafters ,AJ8p5.2 SANITARY'DISPOSAL SYSTEM--NIA THE SEPTIC SYSTEM WOULD NOT HAVE not more than 42 inches,or where there ale not -.--- k"{ the`ii`oA'ri Code BEDROOM two or more adjacenttrusses won web TO BE UPGRADED SINCE THERE IS NO NET INCREASE IN THE NUMBER OF BEDROOMS. 1• THE PRf}POSEII SUNROOM ADDITION IS NOT HEATER AND IS "�,�"► X15TIl\G configurations capable of accommodating an AJ806.1 ELECTRICAL�-THE PROPOSED IST FLOOR SUNROOM ADDITION CONFORMS TO HABITABLE. t assumed rectangle 42 inches in height by t4 2. TIME STRUCTURAL S' 1i NROOib1 inches in width,or greater,within the planeof the CHAPTERS 33 THRU 42 2015 IRC. OCTURAL I)E�IGN FOR THE NEW SUNI ROOM ADDITION 0 Gr* B. T COMPLIES WITH ASCE.7-10"ENGINEERING DESIGN"AND IS CAPABLE trusses.This five load need not be assumed toad CHAPTER 37 BRANCH FEEDERS--�THE ARCHITECT HAS SHOWN COMPLIANCE WITH ' ! concurrently with any ether five load rtsquilements. TABLE E3704.2(1)FEEDER LOAD CALCULATION OF SANLY SUPPORTING THE LOADS IMPOSED UPON IT IN A SAME W ,� ,..� e. individual stair treads shad be designed flrtha 3 ViA PER SQ.FT. X 1,718.06 FT.2-5,154.18 V-A `lV[ANMR IN ACCORDANCE WITH THE 2010 RESIDENTIAL,CUlDE LIB uniformly distributed live bad or a 300 pound 1500 V A/CIRCUIT X 12 CIRCUITS-18,000 V-A �p� OF NEt�/'YORI{STATE LAi�! F ST .NI D IN PLACE APPLIANCES=19,660 V-A FIRST FL --- TOTAL REQUIRED AMPERES SERVICE REQUIRED=42,$14.18 V-A ARCMTECTS ENERGY CERTIFICATION i '- 'r"" w� TABLE R301.T #OF AMPS REQUIRED'*42,814.1$V A/240 VOLTS/AMP 178.39 AMPS U w b` 200 AMPS>178.39 AMPS OK CONFORMS TO THE ARCHITECTS KNOWLEDGE,INFORMATION . BELIEF; SCALE: '/4"= I'-0" ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS • AMPERAGE PROVIDED i CHAPTER 38 ELECTRICAL WIRING--CONFORMS THESE DRAWINGS CONFORIVI TO THE(2020 NYS ECCC).2020 NEW� ALLOWABLE YORK STATE ENERGY CONSERrV'ATION CONSTRUCTION � � 6� ( STRUCTURAL MEMBER - - f DEFLEC7IQN f Rafters having slopes greater than 312 with no finished ceiling attached to Table R4L12.2O�T� CODE. rafters L/180 Minimum Specified Compressive strength of Concrete _ THESE DRAWINGS CONFORM TO THE 2020 RESIDENTIAL EXISTING Type or location of concrete construction Minimum specified Compressive Strengthtr>.} r �-, �r LIVING ROOM Interior and partitions - -- CODE OF +W FOR STATE T ""80 SNeatherinPotential r THE 201$ WFCIVi FOR 1 + 2 � Q eo i Floors/sailirtgs-wit# plaste+-of-e �iaish(inaluding deck floors) Lr3so Negli 3bie Moderate severe FAMILY DWELLINGS, AS WELL AS THE 2020 NEW YORK _ ST�E�.'I` ' Basement wails,foundations and other concrete not 2,500 2 5 E ENFRGV CONSERVATION CONSTRUCTION CODE. .. i 13 0 00 2,SOOC Ceiiinos with brittle fcnis-es(plaster,stucco.etci exposed to the weather � ��_��_ N�rSECCC ceilings with flexible finishes(, avpsum board-etc) fir'4-° Basement slabs and interior slabs on grade, except 2,500 2,500 2,500c All other structural members .- U240^N a floor slabs gang ._ -- Exterior walls•--wired toads a with plaster or stucco finish H13ti0 Basement walls,foundation walls,exterior walls and 2,500 � 3,000d 3,000, THESE DRAWINGS �� �N COM��,LANC t `�7�)'I'�' other vertical concrete work exposed to the weather �. I. THE 200 RESIDENTIAL CODE OF Exterior walls with other brittle finishes H12a0 NEW ` O s'�t'Yr STATE, Porches,carports slabs and steps exposed to the 2,S00 3,000d e f 3,500d e( �`��"t► 1 y .d THE 2018 INTERNATIONAL RE'S ►ENT'IAL COD AS E Exterior wails with flexible finishes Nt120'' weather,and garage floor Stabs �i 41 ,.,,..�..... i I for st:1 pound per square inch t,6.895 kPa. Lintels supporting masonry veneer wails L1600 ADOPTED BY NE ����:� AI;�,,,> a.Strength at 2$days psi. �`�` YORK i STATE,+���* AND THE '��2� N�� ,Cr��t...t1.. ,,�~ b.See Table R301.2(1)for weathering potential. 2. ' ' �, 200 + �"� / t . , ` Ncta:!•spars tengttr,ft=span height. - 'q+ }' a.The wind load shag be permitted to be taken as(�-7(Imes the Component artd cladding Wads for the 0U*5e Of the deteffnihing e,Concrete in these locations that is subject to freezing and thawing during tonstrucdi}n shall be air-entrained concrete in " `' J ,)c deflection Omits herein, , accordance with footnote d. , � ' , + �. b F&eantNever members,L shall fie taken as tw ce the length of the iantilevet. AAMAINPEA/NSA 2100-12 SPECIFICATIONS FOR c.For aluminum struclutal members or panels uteri in roofs or walls or sunrOOM add:6ons or patio Covers.nol supportarg edge Of d•Concrete shah be air-entrained, total air content{percent by volume of t oncrete)shall be not less than 5 percent or more Nt �q $ t glass or tandwtch panels,ft total Wad defection shalt not exceefl U6U.For trontinitaus afuininum swcturat members supponmg than 7 pe#Cent. S�.1 "�Y S, 2100-12, (4,14 CATEGORY IV THERMALLY edge of glass,the tow triad detection span not exceed U175 for each glass we of U60 Wr the entire fengnr of the member. wtachever is mare sinnc�ent.Fat sandwlcb panels used in rOOfs of wear of sunroam addiGOns Or patio covers,the Wtai load e.See Section 4402.2 for maximum tementitious materials tohtent. defecton thaN not exceed U120 I.pot garage floors with a steel-troweled finish,reduction of the total Mr content(percent by volume of concrete)to not less 'SOLAi1 ) OR Y N j -THERMALLY d.00e0on for wftfw wefts with in6eddr gypsum board finish shad be firruted W an allowable d0ection of k1180. i e.Reter to Section R103.7.2. than 3 percent is permitted if the specified compressive strength of the concrete is increased to(lot less than 4,000 psi. ISOLATED - IOF3 •6 i.`.Mtl.v-P �.oJYrY-yplyy x..e. ....-_ •�... ....- +_'.v - .... „ �' �1Y4&• r TASLE R607.6 DECK BEAM SPAN LEHGTNS`b(tL-!n.) PROPOSED SUNROOM -' 1 ADDITION BELOW DECK JOIST SPAN klassmtwuReauAL SPECIES, raSPECIES, e sa t�l s 8 ,o f9 to to to I 7'-0» "����� 6 It 5.11 . Sd 4.10 - 4-6 4.3 4-0 8-9 7-7 6•y 6.2 5.9 5•4 5-0 2-2 x 10 10••1• 9-0 8.0 74 6A) 64 6-0 Southern pint 2-2 x 12 !:•. t{S•7 9-5 &7 8•U 1.6 1-0 2-2"X$"RIM JOIST 3-=x6 82 7.5 6-S 6-I 5•A s•3 so 3-3 x 8 10.14 9.6 3.6 1 7.9 7.2 6.8 64 .r AAA- „+'• , 3-«x IU 130 ll•3 100 9.2 K-6 1-11 7•6 3 13.3 11.10 10.9 10.0 94 9.10 3 x 6 or 2-2 t 6 5-S 4.8 4.2 3-10 3.6 ;•1 2.9 3xAttr3-2x$ 6-10 S-il S-t 4-10 4.6 4•1 3.8 _.._._ _.,__---- -• wt 3 x 100(2-2x 10 94 7.3 6.6 s-1-1 S•6 7j7j 4.8 6 .4 S•1i 5.7 � NEW REAR PLATFORM 3xWor2-2x12 9.8 8.3 7-6 .10 6 � tlnucissreraamt,•, .. t STEPS TO GRAD � �cm.r�t. s x 6 6 s s 6 a.st 16 a.2 3.11 3•x f '�n`cr•ni"c'cr. 4 x t 4•5 7.3 6.6 5•11 5.6 5.: 4.10 I 3 RISERS AT 8" we-ti me ctdin• o x 10 9.11 8.7 7.9 7.0 b h a t 5-8 2 TREADS AT 12" O pondewsspinet, 4 x 12 11.5 9.11 8.16 8.1 7.6 7.0 6.7 �NJ" drJpiac` 3-2x4 74 6K 63? 3.6 S•i +.9 46 7-1 3-2 x 10 1:•U lo-• 94 8tr M 7•10 7a 6•!I 3-2 x 8 9.9 8.6 7.7 Ertl tr5� 60 3-2 x 12 13.11 12.1 10.9 9.10 9.1 8.6 8.1 fi tiu3k:1 Who 23.4 mth.1 fuvt a)(w6 mrk d p.snl per+yuare foot r a.wv kPa,t}wand.R.454 kp 1 ( AIrs"tw- hW.like 1.Cals4004,chattuwlcl0pif.Uar3f,0atielainepanU.5:160,ntahtile•,ct Willi a:.tipovndpaintIwJ:,ppliedatUKfad b.0"n %upmIn6 Jc tl jaietk tram oat tidt only, •�`• e.tea.2 firxle•utl Seteiet Iat,w. CI� 1EJ.tleam depth.hsil?'c gnatet dtw,ar tkiu,i to dtpU+uf joi,ly a&h a ttu.h kam randiitan '�� M t,WIWI"dncikingrutnt. t Nonbetn to tits_Iwi"ng tatter Ant iit:ludrd- r REMOVE AND RELOCATE EXISTING DECK J019T SPANS Pt`3R COMMON LUMOER$p�C EW(tt.•in•) inky PLATt+OIiM JOISTSSPACING C F aECK Joists WrrN No CANt1ifiYER' SPAGNO of CJECK JOISt9 W"CANTILEVERS- rMy+/+) . SKYLIGHT AS SHOWN DOUBLE FI AME. ,_M. »� CANTILEVERS- AROUND OPENING FLASH W/ICE AND /EX, IST NG RAjSLD CONCRETEWATER SHIELD MEMBRANE 2"X 6''AT id"OC - spECtEBS d� tN+ciSa+1 tlnanefl DECK T REMAIN CONFORMS TO TABLE Q� - » 2 x b - R1l 9.0 7.7 v8 6.8 Er•8 P301.6 2020 RCNY • NEW 2"X 8"DECK JOISTS AT 16 O.C- _ 2 x 8 13•I It•lU 9.8 10.1 (0}•I 9.8 � NEW'J."PLYWOOD SUBI±I{..UOIt stwlhefn pine -- �� • do 10 Ili•. 14.0 i 1•S I�t•b i•R•0 11.5 NEW R 21 BATT INSUL. 14.0_ 2 x l� . 1a-6 13.6 �1ti0 !tu•6 13.6 x 6 9 6 B-8 7-2 b3 6•-3'�- 6.3 . r t""~rl tkrttgla Iii•l.dtb'. ;x 8 t2.6 9.5 9.1 ,� kq �r hem-fie EXISTING sptuct•pine•tle 2 x 10 15.8 �13.1 lilt 13.7 WALK ICL. EXISTING 2 x 12 I8•a Isla 2_10 I8-0 13.t9 12-10 `1y BAT14ROOM it t�yy;�X + y y,�k T D x 6 t 8..8 8.4 7 U 5.7 s•7 s.7 Elk ll iJ1�I,•11WAYl1lEtil lttduadl. ?"+■1 MFM��-i !"�� west+dm 003A, x 8 !t•S 10? 8.8 w 3 6 8•h g 6 h•� t■I+t h*�t EXIST,POURED CONCRETE pondttosapine. 2 x 10 1.1.11 13•U (0.7 12 3 t, 5 10.7y � SLAB ON GRADE triplet' 2 x 1z 7.5 15-1 12.4 tErS� tall 12-t ..r...wr++--•�++•�--• Fut sl:t inch;.15.4 thm•I fwS a 3oa.8 mnt.t pkmad t 'i pe ►quut tout b O.fid?9 kt'a.I pound.045a tg G� � 1-"•t a.xu l r!4110 wnh u-ct tct.ice tame. �'' p.Geound sna•�4asrl,livC twJ a 40 pet:dud Thad-to piG Ltd a 3tA. �� � t••t•^t C.Gluuml snow ww'list twJ to J0 pki•dead toad a 10 pet,Ud s 360 at Ruin span,Ile a t so at oroilo a u31h a 2:4t+M od t uiii,[yid appt;td io er.l i'+! • e,xonhern specceS with no Inciting lseiat t. r4ftI&rctcJ Spank hM taetolint;ttk Aamiaa)depth of tt c jack,ata r.tMitied. LTS19 7Z Application EXISTING BASEMENT NOT HEATED SHEATHING NOT NOT I:INISHED EXISTING • BEDROOM • NOT HABITABLE rW � I SIDING SECOND FLOOR PLAN- ----� _ JUS JOIST HANGER -- _ FOUNDATION "LAN t SCALE: V4" .1"0" LLI 1.1 b r HOLD DOWN DEVICE-MIN 7504 CAPACITY Side View AT(4)LOCATIONS,EVENLY DISTRIBUTED Based on 1RC ALONG DECK AND(1)WITHIN 2f OIF EACH FigUre B507.2.3(2) END OF THE LEDGER. FULLY THREADED 3/8"DIAMETER LAB SCREW PREORILLED WITH MINIMUM�" PENETRATION TO CENTER OF TOP PLATE, � yN.•. : � 1 STUD OR HEADER. IL �, !, K t, to ,. �� 'A�/"�d.• 024837 . �,, .�....._ �__ � ..._._ ... t•• - � RCMOVE AND RELOCATE CXISTING SKYLIGHT NEW RI✓AI2 AS SHO'!�'N C Sty SUNROOM ADDITIC NEW REAR ti"' s ! HEATED SUNROOM A4PITION r t �/ • HEATED FINISHED -'' HABITABLE Cn FINISHED �l HABITABLE: - 0 A., &--( 4, 0 � rw NEW REAR PLATFORM �. STEPS TO GRADE 3 RISERS AT 8" TREADS AT 12" �rr•erS...u1#1 .r...e.arw..sea IETE DECKTO REMAIN :�- f`f�r GIolktt^if; . c r',• .... j • NEW 2"X 8"DECK JOISTS AT 16"O.C. .. '"" r�✓: 4 ,..,, --�--®°�..�....„. -�,---_,.,.-- • NEW'/a"PLYWOOD SUBFI.00R `�.. • NEW R-21 BATT INSUL, :zit, • , :", '=.•;.: � $�„` RIGHT SIDE ELEVATION READ. ELEVATION f � m..•, ........,- .• r Mr..laYi1-'- - - - - I��rr.rvs�rsa..a.ta I --••••-•_.-._�.. �..,. •• oil SCALE: %" V-0" . >< m - SCALE. /4 ---j - -w i -TIN � - - t EXISTING SQ. FOOTAGE 1ST FLOOR HOUSE=1,489.56 FT.2 RAILING SHALL CONFORM TO R3123.1.2 2015 IRC EXISTING SQ. FOOTAGE DETACHED GARAGE=287.5 FT.2 MUST NOT ALLOW PASSAGE - - OF A 4"DIQA.SPHERE / EXISTING SQ.FOOTAGE 2N° FLOOR HOUSE=670.5 FT.2 PROPOSED REAR SUNROOM ADDITION= 12' X 14' = 168 FT.2a PROPOSED LOT COVERAGE= 1.4$9.56+287.5+ 168 - 14.85/0 <20/o OK DECKING 8r 4,>t '. 13,090.98 POST 5/4"X 6" no 4"X 4"P.T. `•, r rims � i DECK JOISTS 110 a I DECK GIRDER " "AT 16"O.C.CONFORMS 2-2"X8"W/ 2 X6 l TO TABLE R507.5 2015 IRC TS I 54' i 2-/:"D IA.THRU BOL \ P PER POST-CONFORMS , DIRECT LOAD N E REAR ! ; LE R507.6 2015 IRC . J� TO TAB L PATH TO GROUND LOT 42 ! f SUNROOM ADDITION , r f HEATEDLK it --,-- • �... JOIST HANGERS FINISHED v S[MPSON#1326 LEDGER BD. 13'-d}t • HABITABLE GIRDERS TO POST �' ) _ 2"X 8"W/%_"DIA.THRU BOLTS •.. D "O.C. _.. - SIMPSON#BC4 - t i" ASE STAGGERS AT 16 © l ..-=.�..� t �`"`� � as POST B !� tf �� POST CAP - 5IMPSON#ABE44 _ s �' Jr- • Q it ` �• t NEW DETAIL AT REAR PLATFORM NTS - SUNROOM ADDITI ON --�-� - COT 43 SONOTUBE PIERS HEATED 16"DIA-X Y-0" ' 1 FINISHEDF1 S � �? _ BELOW GRADE o � ,I . PROVIDE BEAM SEAT HABITABLE IN CONFORMANCE W/ 00 IPLOT PLAN APPRO ED 544RE0020 RCNY 40 RESIDENTIAL" �� � w tI OATS B.P. • 3 I - I 0�.4 ►a..l _ TEMP-...__-.. I .TEMP L ,� FEE N d BY: - -- -- -- - - NOTIFY BUILDING DEPARTMENT AT - 631 765-1802 8AM TO 4PM FOR THE 14'-0" R301.1.1 ALTERNATIZ�E PROVISIONS PL4 � FOLLOWING INSPECTIONS: THE FOLLO��'ING REFERENCE STANDARD WAS USED IN THE DESIGN OF.THE i 1. FOUNDATION-TWO HEOUIPED NEW REAR 38.56" 38.56" 38.56" 38.56" _ - } FOR POURED CONCRETE SUNROOM ADDITION WINDOW WINDOW WINDOW_ WINDOW ' I STRUCTURE: C) M f 2. ROUGH-FRAMING&PLUPJIBING HEATED EXISTING RAISED CONCRETE ' ~� w LIF SA ETY EXISTI 2015 WFCM- I 3. INSULATION FINISHED DECK TO REMAIN "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAINIILY 4. FINAL-CONSTRUCTION MUST HABITABLE ILLUMINATION CO FOR BE COMPLETE FOR C.O. TO R3A 2020 R IVY � • NEW 2"X 8"DECK JOISTS AT 16"O.C. ALL CONSTRUCTION SHALL MEET THE _ __ __ ��✓ • NEW /4"PLYWOOD SUBFLOOR DWELLINGS 2015 EDITION.". ., i HE ODES OF NEW - • NEW R-21 BATT INSUL. OFT C I . REQUIREMENTSTABLE R301.2 (1) YORK STATE. NOT RESPONSIBLE FOR ei 0 _ CI;IMA,TIC AND GEOGRAPHIC DESIGN CRITERIA. DESIGN OR CONSTRUCTION ERRORS 3 s: z _ _ t; I M M Q .a �... .. .r.. _�� Vn C M ; Q � � O O = B FT-2 COMPLY WITH ALL CODES OF rr'~�N,. � c � _... -.__.__�__. .__.._.._...-._-_. .._. GROUNp SNOW LOAD 25 L S / & TOWN CODES '" - . c� N NEW YORK STATE3 a sz,t.wU j /4'-0" 2 .25" AJ8 COMPLIANCE 2020 RCNY-SUNROOM ADDITION R3 1.2(5) • AND CONDITIONS OF DOw I AS REQUIRED �l ION AJ_-THE PROPOSED REAR SUNROOM ADDITION DOES NOT CREATE ANON- , , F LEFT SIDE ELEVATION NON- WIND DESIGN SPI=I;D=130(5$) MPH r„ y.,� �•.., 4„•,,•„�n`�� v� o ! CONFORMITY;THE EXISTING HOUSE CONFORMS TO HEIGHT,STRUCTURAL STRENGTH, I PLUMBING AND ELECTRICAL R301.2(4)A N - i FIRE SAFETY,MEANS OF EGRESS AS WELL AS MECHANICAL,PLU TOPOGRAPHIC EFFECTS NO S� J"f11�_ _ t- i 6 NEW REAR PLATF SCALE. /4 11-011 CAPABILITIES. STEPS TO GRADE R WORK-THERE IS NO REPAIR WORK WITHIN THE EXISTING HOUSE; R301.2.1.5 F'+ S -R :ES AJ801.4-OTHE RISERS AT 8" PROJECT IS NOT REQUIRED TO CONFORM TO SECTION AJ3 REPAIRS. SPECIAL WIND REGION=NO. ° L� 3 RI TABLE R301.5 THEREFORE,THE PRO) Q R301.2.I,5 ,y ' U� O AJ$02-FIRE & LIFF. SAFETY PROTECTION O)�DEBRIS REGION ZONE=NO Rr•�.„.,-• A ;�:•> ` U.T� �.'�.'• /1 ;119 Mo0wM N h� Z _ 2 TREADS AT 12" . o� MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I i c (in pounds per square foot) AJ802.1 SMOKE ALARMS-YES-IN EVERY BEDROOM,OUTSIDE OF BEDROOMS IN THE WIND B I REMOVE E tSTING Live Load DOORS �' I Use IMMEDIATE HALLWAY,AS WELL AS AT TOP& BOTTOM OF STAIRS IN CONFORMANCE WITH R3Q1:2.1.2,1 I SLIDING GLA S SEISMIC'OLA SIGN CATEGORY="B Uninhabitable attics 12314 2020 RCNY.SMOKE DETECTORS SHALL BE BATTERY OPERATED 20 YEAR BATTERY LIFE. { TRTR `-' without storage 10 AJ802.3 CARBON MONOXIDE ALARMS-YES OUTSIDE OF EVERY BEDROOM WITHIN to R301:2.2.1 , 6'-0" � Uninhabitable attics with FEET OF EACH BEDROOM IN CONFORMANCE WITH R315 2020 RCNY. BATTERY OPERATED. WEATHERING CA TEGORY'FOR CONCRETE EXPOSURE SEVERE. REMOVE EXISTINGSIDING AT EXTERIOR, EXISTING REAR WALL INSTALL 1 LAYER /z"GYP.BD. S limited storageb,g 20 AJ802.3.1.1 POWER SOURCF,-SMOKE AND CARBON MONOXIDE ALARMS SHALL BE R301.2(3) MANUAL J CALCULATIONS TAPE,SPACKLE,SANDED MADE READY FOR PAINT-,; �""" "°""� COTTAGE BATTERY OPERATED(NO OPEN WALL/CEILING CAVITIES),MIN. 10 YR. T Habitable attics and attics FROS:I'L.tNIE DEPTH=3 0 LOCATION=CUTCHOGUE/SUFFOLK COUNTY AFB 4 AJ802.4 AUTOMATIC SPRINKLER SYSTEMS-N/A NO 3RD STORY. R3012(1) "RHEEM"#PTC123G-PTAC ENERGY STAR RATED served with fixed stairs 30 ELEVATION =67 i�,CU PAI��Y OR AJ803.1 ADDITIONAL LOADS ARE BEING ADDED-N/A-THE PROPOSED REAR R403.1(1) LATITUDE =40 oN 42"X 16"X 13.75" Balconies (exterior) and SUNROOM ADDITION IS SUPPORTED BY ITS OWN FOUNDATION,INDEPENDENT FROM THAT P i TERMITE MODERATE TO HEAVY WINTER HEATING--10 (99% DRY BULLB) ISE IS UNLAWF UL LISTED ASSEMBLY deckse 60 OF THE HOUSE FOUNDATION.NO ADDITIONAL LOADS ARE BEING ADDED TO THE EXISTING COOLING CAPACITY=12,000/12,000 BTU/H 40 FOUNDATION. R301.2(G) � . SUMMER COOLING =$3 (1% DRY BULB) 41TFIOUT CERTI I ✓A i HEATING CAPACITY=18,000 BTU/H Fire escapes WINTER DESIGN TEMP.=110 F ' ALTITUDE'; CORRECTION FACTOR= 1.0 • EER=11.0/l l.o Guards and handrailsd 200' AJ803.2 FLOOD HAZARD AREAS-NO,ZONE"X" WINTER DESIGN TEMP: NCYLf h AJ$04.1 MECHANICAL GENERAL-.THE REAR SUNROOM ADDITION SHALL BE HEATED/ R3d1:2(1}ISOLINES 97 '/2% INDOOR DESIGN TEMP.=70 of 1F OCCUPANCY REMOVE AND RELOCATE- VOLTAGE Guard in-fill components 50 AMPS=5.6 COOLED WITH THE INSTALLATION OF A NEW PTAC UNIT: ICE BARRIER UNDERLAYMENT=YES DESIGN TEMPERATURE COOLING= ;'S of EXISTING SKYLIGHT Passenger vehicle INDOOR TANGENTIAL FAN FOR QUIET OPERATION (21"RHEEM"#PTC123G-PTAC ENERGY STAR RATED R905.1.2 R905.4.3.1.R9Q5.53.1 R905.6.3.1 R905.7.3.1 R905.8.: HEATING TEMP. DIFFERENCE=700-(-10)=800 AS SHOWN 50a S j Cir-'rn VLATER RUNG DIGISMART CONTROL BOARD FOR ENERGY SAVINGS garages' 42"X 16"X 13.75" FLOOD rIAZARD =NO f EXISTING Rooms other than UL LISTED ASSEMBLY COOLING TEMP. DIFFERENCE=830- 700=-13oF t PU )UAhT T CHAPTER 236 AIR FREEZING INDEX= 1500 OR LESS WIND VELOCITY HEATING= 1 S MPH HE•� '�',�;! CODS KITCHEN sleeping rooms 40 COOLING CAPACITY=12,000/12,00o BTurH - .Q � HEATING CAPACITY=18,000 BTU/H R403.3(2) WIND VELOCITY COOLING =7.5 MPH Sleeping rooms 30 MEAN ANNUAL TEMP. - RIVERHEAD RESEARCH EER=11.0/11.0 COINCIDENT WET BULB=71oF Stairs 40C VOLTAGE=230/208V STATION#307134 =52.2oF DAILY RANGE= M O For SI:1 pound per square foot=0.0479 kPa,1 square AMPS=5.6 NATIONAL CLIMATIC DATA CENTER ►'-14 inch=645 mm,1 pound=4.45 N INDOOR TANGENTIAL FAN FOR QUIET OPERATION WINTER HUMIDITY=30% L 'CTRICAL capable of AIR FRI�EZING INDEX-USA METHOD SUMMER HUMIDITY=70% w P aT10N REQUIRED a. Elevated garage floors shall be caps DIGISMART CONTROL BOARD FOR ENERGY SAVINGS Q square-inch 2,000rea. pound load applied over a 20 BASE 320F AJ805 PLUMBING-INSTALLATION OF CONDENSATE LINES FOR NEW PTAC UNIT. A b. Uninhabitable attics without storage are those AJ805.1 -N/A STRUCTURAL CERTIFICATION where the clear height between joists and rafters is AJ8ds.2 SANITARY DISPOSAL SYSTEM-N/A THE SEPTIC SYSTEM WOULD NOT HAVE ~ f EXISTING 1. THE PROPOSED SUNROOM ADDITION IS NOT HEATED AND IS ei-ior lighting not more than 42 inches,or where there are not BEDROOM two or more adjacent trusses with web TO BE UPGRADED SINCE THERE IS NO NET INCREASE IN THE NUMBER OF BEDROOMS. O ir' ailed, replaced or configurations capable of accommodating an AJ806.1 ELECTRICAL-THE PROPOSED 1ST FLOOR SUNROOM ADDITION CONFORMS TO THE T RUC y i'c : iced shall conform EXISTING 2. THE STRUCTURAL DESIGN FOR THE NEW SUNROOM ADDITION � �+ M assumed rectangle 42 inches in height by 24 CHAPTERS 33 THRU 42 2015 IRC. :o Cha ter 172 BATHROOM inches in width,or greater,within the plane of the CHAPTER 37 BRANCH FEEDERS-THE ARCHITECT HAS SHOWN COMPLIANCE WITH COMPLIES WITH ASCE.7-10 ENGINEERING DESIGN AND IS CAPABLE l�I P trusses.This live load need not be assumed to act Code OF SAFELY SUPPORTING THE LOADS IMPOSED UPON IT IN A SATE the Town C concurrently with any other live load requirements. TABLE E3704.2(1)FEEDER LOAD CALCULATION n- c. MANNER IN ACCORDANCE WITH THE 2020 RESIDENTIAL CO)bE Individual stair treads shall be designed for the 3 VIA PER SQ.FT. X 1,718.06 FT.2=5,154.18 V-A - � uniformly distributed live load or a 30o pound • 1500 V-A/CIRCUIT X 12 CIRCUITS=18,000 V-A OF NEW YORK STATE � � � ►�'� R PLAN FASTENED IN PLACE APPLIANCES=19,660 V-A • FIRST FLOOR TOTAL REQUIRED AMPERES SERVICE REQUIRED=42,81a.18 V-A ARCHITECTS�,"7'S` ENERGY CERTIFICATION ION � � W Z #OF AMPS REQUIRED=42,814.18 V-Al 240 VOLTS/AMP=178.39 AMPS �"� TABLE R301.7 TO THE laCHITECTS KNOWLEDGE INFORMATION AND BELIEF; `, w SCALE: '/4"= V-0" ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb,C AMPERAGE PROVIDED=200 AMPS>178.39 AMPS OK CONFORMS THESE D tAWINGS CONFORM T THE 2®2® Il1YS (� 2®2 CHAPTER 38 ELECTRICAL WIRING-CONFORMS O ( C C-r 0 NEW ALLOWABLE YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. � w w �y) STRUCTURAL MEMBER DEFLECTION Table R402.2 O ►� W EXISTING a Bes L/180 s having slopes greater than 3:12 with no finished ceiling attached to Minimum Specified Compressive Strength of Concrete THESE DRAWINGS CONFORM TO THE 2020 RESIDENTIAL a to construction Minimum Specified Compressive Stren hill) H O LIVING ROOM I Interior walls and partitions Type or location of concrete p p Weathering Potential CODE OF NEW YORK STATE, THE 2018 W]FCM FOR I & 2 p�„� N U tt /1sa 1 Floors/seilings-with#z1a including deck floors) U360 Negligible Moderate Severe FAMILY DWELLINGS y AS WELL AS THE 2020 NEW YORIC Ceilings with brittle finishes(alaster,stucco,etc) u360 Basement walls,foundations and other concrete not 1,2,500 2,500 2,500c STATE ENERGY CONSERVATION CONSTRUCTION CODE. � exposed to the weather NYSEi CCC, Ceilings with flexible finishes(gvasum board,etc) U240 Basement slabs and interior slabs on grade,except 2,500 2,500 2,500c _ All other structural members U240 garage floor slabs THESE DRAWINGS ARE IN"CO 'rLIANC:E WITH: � Exterior walls--wind loads a with plaster or stucco finish H/360 Basement walls,foundation walls,exterior walls and 2,500 3,000d 31000C • Exterior walls with other brittle finishes H/240 other vertical concrete work exposed to the weather 1• THE 2020 RESIDENTIAL, CODE OF NEW YORK STATE' • Porches,carports slabs and steps exposed to the 2,500 3,000a e f 3,500d e f THE 2018 INTERNATIONAL, RESIDENTIAL, CODE AS ° -' Exterior walls with flexible finishes H/12o° weather,and garage floor slabs ARC Lintels supporting masonry veneer walls a For SI:1 pound per square inch=6.895 kPa. ADOPTED BY NEW YORKSTATE, AND THE 2020 NYS ECCC U600 ,�, a.Strength at 28 days psi. 2. THE 2020 NYS ECCC l� f b.See Table R301.2(1)for weathering potential. Note:L-span Length,H=span height. a.The wind load shalt be permitted to betaken as 0.7 times the Component and Cladding loads for the purpose of the determining C.Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained Concrete in 4. THE PEA/NS�i. 2100•-12 SPECIFICATIONS FOR deflection limits herein. accordance with footnote d. A b For cantilever members,L shall be taken as twice the length of the cantilever. ;' � � C.For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of d.Concrete shall be air-entrained. Total air content(percent by volume of concrete)shall be not less than 5 percent or more glass or sandwich panels,the total load deflection shall not exceed U60.For continuous aluminum structural membe s supporting than 7 percent. SUMOO �S 2100-12 (4.14 CATEGORY FJ PT' LY - i edge of glass,the total load deflection shall not exceed U175 for each glass lite or U60 for the entire length of the member, whichever is more stringent.For sandwich panels used In roofs or walls of sunroom additions or patio covers,the total load e.See Section R402.2 for maximum cementitious materials content. ISOLATED) OR (4.15 CATEGORY NON -THERMAL' deflection shall not exceed U120. f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less = d.Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of H1180. e.Refer to Section R7o3.7.2, than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,0(10 psi. SOLATLI'D 1 OF 3 , 1 i t PLATFORM GIRDER TABLE R507.6 14!-0" 2-2"X$"W/Z- '/z"DIA. DECK BEAM SPAN LENGTHS' (tL•in.} 1 PROPOSED SUNROOM - THRU BOLTS PER POST oecK Jalsr SPAN LESS THAN OR EauaLTD: K SPECIES SQE" (feel} CONFORMS TO TABLE 6 e to 12 14 Its to ADDITION BELOW 79 -0" 7'-0" R507.5 2020 RCNY 2-2 x 6 of 1 5.11 1 5-4 4-10 4-6 4-3 4-0 2-2x8 8-97.1 1 6.9 6-2 5.9 5.4 5.0 '-011) SONOTUBE PI 2-2 x 10 4ERS 104 9-0 8.0 74 6-9 64 6-0 16"DIA.X 3'-0" 2-2 x 12 12-2 10.7 9.5 8-7 8-0 r•b 7-0 � Southern pine 3-2 x 6 8.2 7.5 6•S aI 5-F, 5.3 5-0 BELOW GRADE 2 - 2"X 8"RIM JOIST TYp.OF 3 3-2 x R 10.10 9 6 8-b 7•y T•2 6.8 64 -r- r• 3-2 x 10 I30 tl•3 10-0 9.2 8.6 7-11 7.6 3-2 x 12 15-3 I3.3 I1-10 1G-9 IU U 9.4 $,t0 3 x 6 or 2-2 x 6 5-5 4.8 4-2 3-10 3.6 3-1 2.9 I t pp � 3 x 8ar?-2 x 8 6-10 5.11 54 4 10 4.6 4-I 3•e s ' 3 x 10or2-2 x 10 R-I 7-3 6•6 5-11 5.6 5.1 4.8 `,D 3 x 120r2-2 x 12 9.8 3.5 -7-6 6-10 64 5-11 5-7 I Ek �i Douglas fir-larch`. 4 x 6 6 S 5 6 4.11 4•6 4.2 3.11 3.11 hem-fie. sprucc•pinc•fie. 4 x 8 S-5 7.3 6.6 5.11 5 6 52 4.10 I I nawwd, 4 k 10 9-11 8-7 7-8 7.0 a6 al 5 8 wcstcm cedars. ponderosa pine`. 4 x 12 11.5 9.11 8.10 8-1 7.6 7.0 6.7 i ' b p 3-2 x 6 7-4 aR 6-0 S-6 5-1 4-9 4.6 red finer ` �y 3-2 x 8 9•s 8.6 7.7 all 6-5 6-0 5.8 Jill 1 .1-2 x IU 1 12-0 10.5 y4 8.6 7.10 74 bell PLATFORM JOISTS 3-2 x 12-1 12.1 10-9 1 9.10 9-1 8-6 8.1 2"X 6"AT 16"O.C. For Sl:1 Inch o 25.4 mm,1 tout a 3(9.8 mm.I Pound Per square foot a 0.0t79 kPa.1 pound=0-4541:g. 1 CONFORMS TO TABLE a.Ground snow Irad,lice load=4U P,f,dead I"d=10 pit.U6=360 at main spun,UJ=ISO at cantllcscrwilh a 2.6Pouad Point Load applied at d<end. 6.oeamssupponingJcc\joktafront one side ssnly. Q ; R507.6 2020 RCNY C.No.2 Bradt.N'[I sm ICG factor. ^� M J.ocam dVils shall be greater than or cyual to depth of joi$ty with a ou,h beam condition. Fr•,1 ' e.Include+inciting factor. w f. Northern species.156,ing lector not inclu led. E 4 '~ TABLE R507.5 ee ii i REMOVE AND RELOCATE EXISTING DOUBLE FEAME ,, DECK JOIST SPANS FOR COMMON LUMBER SPECIES'AC•In.} �' SKYLIGHT AS SHOWNSPECIES' SI2£ SPACING OF DECK JOISTS vrfrrt NO CA71T1LEYER` SPACtNO OF DECK JOISTS W17N CANTiLEYERS' (Inches) (Inches) AROUND OPENING FLASH W/ICE AND EXISTING RAISED CONCRETE WATER SHIELD MEMBRANE ,z to :4 tz to 24 DECK TO REMAIN 2 x 6 9.1 l 9-0 7a a8 b-s as • NEW 2"X 8"DECK JOISTS AT 16"O.C. Southem pine ?x 8 13•1 11.10 9.8 10-1 10-1 9-8 <� • NEW 3/4"PLYWOOD SUBFLOOR x l0 la. 16-6 11-5 18.0 14.0 ll•5 2 x I2 18.0 t6-6 13-6 I8-0 16•6 13•6 •------ • NEW R-2l BATT INSUL. z x 6 9-6 8-8 7-2 6.3 6.3 6.3 • • '( Douglas fir•larchs. 2 x 8 12-6 It.) 9.1 9.5 9-5 9-1 T�1) ^ hem-fir' V ~� t G spruce•pine•fit° 2 x 10 15-8 13-7 11.1 13.7 13-7 11-1 htC' H N EXISTING `1 ' EXISTING 2 x 12 18.0 15.9 12-IO 18-0 15.9 12•IO WALK IN CL• 2 x 6 11-88_10 0- 7-0 5-7 8.6 8-6 E-1 �� z � Q BATHROOM UNEXCAVATED R`d"°°`'' 2 x s 11.R Io 7 s-s s 6 s.6 8-G /L' •dr western ecdan. 12.4 EXIST.POURED CONCRETE ponderosa pine% 2 x 10 14-11 13.0 10-7 12-3 12-3 10-7 L �1SLAB ON GRADE rr1p'n`' 2 x 12 17-s !s-1 12 4 laS IS•1 12-i -(� FosSi:1 inch=25-4 mrtt 1 fcot n301.8 mm.1 pound persquat foot=0.0379 kpa,1 Pound=0.454tg.a.No.2 gnde with act service factor.b.Ground snow•luad,liar load=40 p,f,dead load=10 paf.W=3607 e.Ground snow'load,live load=40 par,dead load a 10 psf.Ilb a 360 x train span,U!!=180 at s7ruticvtr w ith a 224 found Point load aPPtin1 to end. ! i d Includes ineisingfxtur. e:Northern IMICS With no incising 6Clor I • f. Cantilevered$pant not exceeding the nominal depth of the join are Permitted. • I 1 k _ - LTS19 TZ "-"- Application EXISrI DN'G 01%SIEMENT SHEATHING �� p t I '�" NOT HEATED f•� EXISTING NOT FINISHED NOT HABITABLE .7 BEDROOM ,SIDING SECOND FLOOR PLAN h JUS JOIST HANGER FOUNDATION PLANJ_ 104 SCALE: '/41' = 1' %-0" HOLD DOWN DEVICE-MIN 750#1 CAPACITY Side View AT(4)LOCATIONS,EVENLY DISTRIBUTED Based on lRC ALONG DECK AND(1)WITHIN 2 OF EACH ,-.. END OF THE LEDGER. Figure R507.2.3(2) FULLY THREADED 3/8"DIAMETER LAG SCREW PREDRILLED WITH MINIMUM 3" ' PENETRATION TO CENTER OF TOP PLATE, i v STUD OR HEADER. 1 \ C� `., 1 REMOVE AND RELOCATE C� EXISTING SKYLIGHT AS SHOWN al �"'l en ✓ NEW REAR NEW REAR Zt W r"{ SUNROOM ADDITION SUNROOM ADDITION I � LIFE SAFETY �� f' HEATED ILLUMINATION CONFORM HEATED b , FINISHED FINISHED I HABITABLE T_- TO R303.8 2020 RCNY HABITABLE NEW REAR PLATFORM STEPS TO GRADE - _ _ S 3 RISERS AT 8" �✓ '" �... _ �� .� 2 TREADS AT 12" i r 04 I L4o a( rk � � c, o 0 i »»�, c• 00 .., NEW REAR PLATFORM I_ w STEPS TO GRADE i' 3 RISERS AT 8" _ �- ''�. � ' 2 TREADS AT 12" a _ ' q �. O , J �.+•"�`.,�y..w may. 7 EXISTING RAISED CONCRETE DECK TO REMAIN ,�' `' I I 1t I • NEW 2"X 8"DECK JOISTS AT 16"O.C. 70 ',:- • NEW SIP PLYWOOD SUBFLOOR a '! • NEW R-21 BATT INSUL. SONOTUBE PIERS RIGHT SIDE ELEVATION REAR ELEVATION BELOW GRADE -- -- - - SCALE: '/4"=V-0" -^- SCALE: '/4"= V-0" `" 2 OF 3 wow p,ua2-7FriSCkNA' ul)a TcKSCRF.W •Code Compfiance &-aecuication Sheet CATHEDRAL RIDGE BEAM SELECTION GUIDE 2 PER SIDE 6EAR RIDGE BEAM ON FLOOR STARTER 2 PER 5 E EXISTING BEARING WAL.rADD PROFILE WINDOW WIDT i SUPPORT As REOtJIREDr (SUNRooM MA x 5'SCREW This is a summary of the compliance and performance of the LivingSpace Sunroom (25PSF' Overall Width f Cathedral "B" wall '� \\� E-ECOGREENROOFPANELS COMPONENT) MAx12.OFFEAD E I I E Cl S"°'" ' A'J° ' tTMP' system as evaluated against the building code requirements for a sunroom addition as Load. 12 14 16 18 2D 22 24 26 28 30 3�I 36 38 40 42 44 46 48 r ;=' � ��/ �. ♦ ENGINEERED RIDGE BEAM ❑ 8 ,� D '�_ ° ...� Gs'=.�- SEE SHEET-7 FOR CETAiIS ' � per the 2015 IECC, as adopted by New York. State. to , , zx TOP - j In accordance with the ASHRAE 90.12010 Prescriptive Provisions (For I$esidentiial 12 6'Beam . a C D §7,av = 10 - PLATE - - - , 'Beam -- ir EPSCORE t '� or Commercial Buildings) SOLIDK+L:K SULID KICK y 000 ; i . e �•��° SU1�RO+OM: A one-story structure attached to a dwelling with a glazing area in excess INTERIOR � � w6ea� ose SKINWINDow rtoRlzoNTAL vlEw of 40 percent of the gross area of the structure's exterior walls and roof. 2 ;ad ; ��24 2 x 10 WOOD LEDGER ATTACHED (TYF.) 26 12-Beam TO EXISTING WITH&Ir LAG 28 The charts at the left of this page should be sCREw'S C 18-0 L SEC7CION.R402 BUILDING THERMAL ENVELOPE referenced for beam size selection(beams Ile'x3"wOODSCR ND KICKPANEI are available in 6", 8", 10"and 12"depths) MAxs"OFF END-� EXTERIOR - WIDTH TABLE R402.1.2 SUNROCRI'NALL SYSTEM AND 16"0 C.MP; OSB SKIN 30 SnowF Overall Width of Cathedral "B" Walt based on required beam span{measured in STAGGERED INSTALLATION (TYP-) __ _ ` Omponent ThermallyNon-Thermally 1VIDg pace Load. 12 1a 16 18 20 22 24 26 28 30 32 34 36138140142144 46 48 "Beam Projection')and overall Cathedral"B" KNEEwALL ! I` c Isolated Isolated PerfOrnlalflCC e `. ' wail width. Use the appropriate chart for 2 x 10 Joisrs 16'o C - - , requirement requirement l 10 eexam ;!' your local Snow Load requirements(see top tt8x1 va" SCREW --- MAX 5 - rt for reference). MAX 12"OFF END 2X slu C '�f < Window ue 1 N/A 1 CO ca :, ,_ .ry . !eft Corner of cha ) AND 15"0 C VYP) PLATE _ I C �} QQ ��q9 CJ 14 Beam (3)2 x 10 vAOC1D BEAM i 0.45 (2-8) 0.40 (2) y 16 ,'!'i,. , _ t4y DECK GLASS KICK GLASS KICK 0.35 (3-4 I 8 _ ry ' WOOD D O O { Example: SIMPSONLPC6Z OR vJOODPOST a.32 (5-8 o I `0 20 . 22 SIMILAR,2PERJOINT REFER TO SHEET CSFGR SIP KNEEWALL DETAIL GLASS KICK HORIZONTAL VIEW o In 30 PSF Snow Load region,if ' '"� In OW N A .25 24 4 26 1YBeam constructing an 18 ft.Projection X 20 ft."8" HNrSHGRAOEU SIMPSONABA66ZOR 0.40 (4) wall Cathedral sunroom,an 8"beam would SIMILAR NONE PATIO DOOR e--1 28 Arrow). WIDTH NIA (S-8) e� be sufficient(See ) ION BUILDING SECTION I RoofValue 1 -4 3 1 �F 40 PSF Overall Width of Cathedral "B" all 1 _M Snow CONCRETE FOOTIr.G I f� Q o O Load 12 14 16 18 20 22 24 h 28 30 32 34 36 l-- 42 44 46 48 Beam Specs. NONE REFER TO SHEET CS FOR 24 (S-8 38 �-3) 34 " p �] ^ '�SIZING �� ! � -8) 43 - 10" EG ^ P(�q � <I 10-�� 0 19'3003 H14 Alumr.um ti.o!Laminated to L-1 10 o Bezm 2100 F1.SE Grade Dviens ona!Lumber,:{} 52 - �" �� ^ F K L ` a) ,2 ��i ; .; v.era.lconsuuctlon: a a ue 13 1-2 13 - 3' ]Ex ;3z '.' (e,_rn+nwn/lumber+Iumbe•i4;umtnuno 14EW WALL STUDS Wr:HR19 W 14 ;;, f. INSULATION AND if2'ORYWAL'e _ 20 or 13+5 3-5) 17 - 4" EG ^ • • ►- �- ' 6 ,; [)N INSIDE FACE Of STUDS ` 20+5 or 13+1 (6-8) 26 - 6" EG Ar- LumCar Speabcauons 18 ^< NEW WOOD BEAN, O O a 20 Repeuuve MemGer Uses 21J� ' L - i �^BRICKMOULD BRICKMOuLO n Modulus or Elasbcay"E':1,6G*,0o0 ��r ue 1 1 !-+ 22 12"Beam r2J?e Rh\;:5✓PfOR: 1 a 24 Tens,le StressParaCei m Gras"P:15�5 PATIO DOOR HORIZONTAL VIEW Compression SVess Parallel tc Grain-F•:1no � I © -:•.ODW SECTION 19 (3-8} 19 3-4. 34 - 8" EG ^ � �� Z H o 2s 30 S 6 43 - 10" EG ^ �.; FU � H t P r l 28 ;SWING DOOR WIDT 38 7-8 52 "" 12" EG ^ to � 3' --►� 65PSF Overall Width of Cathedral "B" wall �: VINYL DOOR SLAB - 0{Df Glazing 0.75 (l) 0.7 1 •30 Celsius �„� rTi � ' S" Double Laminamd F+i Load. 12 14 16 18 20 22 24 26128130 32 34136138140142144 46 a$ DinteJ Cnal Lurnb� - IT Value 0.70 (2-$) 0.65 (2) 0.25 Celsius Plus I i 8 - o 0.55 (3-8) 0.28 Polycarbonate 10 10•Beam \ j J �I : . 5'SCREIYS IN yr _:�TASCGNCONC = D (1-8) is reference'to Climate Zones as per Section R301 I 14 i'� 3 3 3 3 i OR71prOjR CONC INSULATED 0 P 1 r 3 Ridge Beam �► ASS �ti'/; * Section R402.3.2 allows for an area-weighted average to satisfy the SHGC requirement, } 12•Beam tiro • 18 - °`''- ~�y = Cross Section EXtSTINvoCU6lEroPPLATE a o fl ** Section R402.2.2 allows for R-30 for all zones for rooms of less than 500 sq. ft. M 22 '==F . " increase R values by 15% when Neopor foam is used 24 �� : .., .... .. j RIDGE SUPPORT DETAIL I 3 2fi •� /',P i IOx2 5 2� SCREW P]EA�NSA Z10®-12 Spec> 'cations for sunrooms. 1' aum.n_m SIunT �-E3RICKMOULD • d. 28 x:. "`: , " > �; ..., .� 3 PER ID NONE a '•'; '>' C N j _-. SWING DOOR HORIZONTAL DETAIL All LlvingSpace sunr00m systems meet or exceed 2100-12 DESIGN eRtTfWaw 4.14 Category IV (thermally isolated) or 4 .5 Category V (non-thermally isolated) EXISTING SHEATHIN '' l.� performance specifications. �DEAD LOADS EXISTING S0N ENERGY EFFICIENCY CODE WEIGHT OF ROOF 8 PSF � -"-- WEIGHT OF WALLS 5 PSF B ECO GREEN?AhE s WEIGHT OF FLOOR 10 PSF �a,4 x 1°•SIP SCREW�,6•O.0 2020 IECC RESIDENTIAL � Q � SNOW LOADS � 1 CORNER � ua x 5 SELF TAPPING HEX BOLT' [NY]TABLE R402.1.4 EQUIVALENT U-FACTORS H f) 12"OFF END-s 3e-O.C. U ! BASIC GROUND SNOW LOAD(Pg) 30 PSF CLIMATE FENESTRATION` SKYLIGHT CEILING FRAME MASS WALL FLOOR BASEMENT CRAWL o C) I ROOF SNOW LOAD 25 PSF v1ALL�`^'�" ZONE (;-FACTOR l-FACTOR (-FACTOR WALL l-FACTOR° U-FACTOR WALL SPACE WALL M l SNOW EXPOSURE FACTOR 1.0 CONNECTIONS 8 ATTAChMENT PLAN VIEW Lu l-FACTOR t-FACTOR t-•FACTOR THERMAL L FACTOR 1.2 SNOW LOAD IMPORTANCE FACTOR 1.0 a 0.32 os5 0.026 DA50 0.098 0.047 0.059 0.065 Y WALL PANEL-- LIVE LOADS N TABLE R402.1.2 a ROOF 20 PSF F [ Yl INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FLOOR 40 PSF I X WIND LOADS w u GLAZED WOOD MASS BASEMENT" SLAB" CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR R-VALUE SPACE" . '` , BASIC WIND SPEED 140 MPH b FENESTRATION FRAME WALL WAIL WALL �'e C:r r :-.,.�s x.REws W TnRa:G"KEY TOWER ZONE [-FACTOR aFACTOR R-VALUE R-VALUE �': �y�} r%r1 ! GUST EFFECT FACTOR(G) 0.85 ROOF PANEL TO RIDGE BEAM Dc"fAll p G 2 TOE N IL INTO POST WALL START SHGCb e R VALUE R•VALUEI R-VALUE 8' WALL w,., N„�N^'- WIND IMPORTANCE FACTOR 1.0 DEPTH R-VALUE ��r::�'1.` `;,�` r' c,:+ y; WIND EXPOSURE C 4, a s RE.vsmRoLs- ^EaGtK CREI STH WALL EXPANDER h ••�,.,,`'� `''n "t� • i 4 0.32 0.55 0.40 a9 20 or 13+5 8/13 19 10/73 10,2 ft 10/1 3 SOILS AND FOUNDATIONS ALLOWABLE FOUNDATION PRESSURE FROST DEPTH 361N. EXISTING SIDING DEFLECTION LIMITS CORNER&HEADER CONNECTION ROOF MEMBERS L/240 WALL r,_ cK ^ : EXTERIOR WALLS L/120 '#14 x 10" SIP WALL ATTACHMENT DETAIL #14 x 10" SIP SCREW @1@ 16"O.C. #14 x 10" SIP --=+_• I 2 „ SCREW @l@ lG"O.C. - SCREW @1@ 16"O.C. n'nn1F #10 X 1 SELF TAPPING " #10 X 1"SELF TAPPING o 00 0 0 0 SCREWS @ 16"O.C. #l0 X 1 SELF TAPPING !�� SCREWS @ 16"O.C. SCREWS @ 16 O.C. OFPOST ` FLANGES AN.r`t"0 HEADER ~� rcADER g - rZ I 2-KItx5'S A •.THF:,Lwtt -- A' u ALUU;'r-u INSERT O �:HEADER KEYOUGH C�TOINTO / I�SWt`!E:r=`'^� ALUh11NUM FASCr. THROUGH==5'81NT0 i AI Rh'._AL INSERT HEADER - WAL_t:-DER - s1vx1'SELFTAPP:-'z . __HEADER WALL POST &HEADER CONNECTION • __ nu. __=TAPPING wA"-_ _= SCREWS AT ENOS G c5s;LONG S.Gc _q ENDS&ALONG OPOINTAS NEEDED- ' __ ,.__ .'AS NEEDEO TO -- " .VhTE M �� r.' c_:EC_:0 E .--E MOL MENi oT. F ,,,vojLD -HROUGh K r� Q • p v N y + i �_ - �,- -.---^--3-atOx1"S^RE;.S 2�itpxl'SCRE`IVS(T'YP) 1••1 `I 3 r r I U W m Q� c� F Ui I o s �awW o o _ COO o V Lu O dt14x5'SCREWS C THROUGH KV ICK r "� I p� 4 ' F� U A 0- Z FLOOR S.-.=TEc4 FLOOR STk;':R o"-� ER KONFIECT(TYF.) RIDGE BEAM TO POST TO FLOOR CONNECT!CN p� 00 00 U 2 i o WALL POST TO FLOOR CONNECTION U I i o SOLID KICK Z '� G C z u r JZ 0ECKOR I I� f+ i rrri>r.:.y n:iAr ._%cETEANCI•IORS ��C� i FOR CON^Rc C _:T'ON$ I - , I p_oOR ARTcR - 2-rri4, ,. ��: _.;�z i AE FRONT ELEVATION f. `�2as�T ..�. CORNER POST TO FLGCP CONNECTION _ •�` _ ©KICK Wr G_>.SS OPTION @ OPTIONAL SILL 8 WALL ATTACHMENT JAMB PAST 70 FLOOR CONNECTION __ _ SCALE: '/411 = 1'-0" �.3 OF 3