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Home My WebLink About50986-Z ~O��of SOUTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd couff", Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46423 Date: 08/19/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1855 Greenway E Orient,NY 11957 Sec/Block/Lot: 15.4-10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/05/2024 Pursuant to which Building Permit No. 50986 and dated: 07/25/2024 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 unfinished basement, front covered porch, rear entry deck, outdoor shower and attached garage with recreation room above as applied for. The certificate is issued to: 1885 Green LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0688 6/13/2025 ELECTRICAL CERTIFICATE: 50986 06/24/2025 PLUMBERS CERTIFICATION: Benjamin Mayen 07/07/2025 i Au or zed i tore TOWN OF SOUTHOLD �o`pSUFFot�-�°G BUILDING DEPARTMENT y z TOWN CLERKS 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#: 50986 Date: 7/25/2024 Permission is hereby granted to: Coutts, Rita A 12035 Heron Dr Machiponga, VA 23405 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approval. At premises located at: 1855 Greenway E, Orient SCTM #473889 Sec/Block/Lot# 15.-1-10 Pursuant to application dated 6/6/2024 and approved by the Building Inspector. To expire-on 1124/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.00 CO-NEW DWELLING $100.00 Total: $3,074.00 Building Inspector o�SUFfn TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • �� 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 #: 50986 Date: 7/25/2024 Permission is hereby granted to: Coutts, Rita A 12035 Heron Dr Machiponga, VA 23405 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approval. YAmen`ded�(8/�26'h241)�for changes in-foundati_an. At premises located at: 1855 Greenway E, Orient SCTM # 473889 Sec/Block/Lot# 15.-1-10 Pursuant to application dated 6/5/2024 and approved by the Building Inspector. To expire on 1/24/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.00 CO-NEW DWELLING $100.00 ELECTRIC $100.00 Total: $3,174.00 Building Inspector o�s�FQt�.co TOWN OF SOUTHOLD a BUILDING DEPARTMENT TOWN CLERKS OFFICE �y • N 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#: 50877 Date: 6/26/2024 Permission is hereby granted to: Reinhardt, Enes 59 King St Floral Park, NY 11001 To: electric At premises located at: 1855 Greenway E, Orient SCTM #473889 Sec/Block/Lot# 16.4-10 Pursuant to application dated 6/26/2024 and approved by the Building Inspector. To expire on 12/26/2025. Fees: ELECTRIC $100.00 Total: $100.00 Building Inspector pF SO!/jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 1 197 1-0959 �� • �o Jamesh _southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1855 Green LLC. Address: 1855 Greenway East city,Orient st: New York zip: '11957 Building Permit* 50986 Section: 15 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Triangle Electric Electrician: Edward Richardson License No: 4468E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat tanklec Duplec Recpt 60 Ceiling Fixtures 20 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 12 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 43 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 7 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 45 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 mini fridge, 1 oven, 1 dishwasher, 1 micro, 1 hood Notes: HOUSE 114W Inspector Signature: Date: June 24, 2025 1855 greenway east FOL,��OG Town Hall Annex �.t► yam► Telephone(631)765-1802 54375 Main Road ..c P. O. Box 1179 co _ Southold, NY 11971-0959 �4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 50 9 V Owner: (_A r L Dchf w.c�Irk (Please print) Plumber: a (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20sZ KELLY PENNINGTON Notary Public-State of New York No.01 PE6414834 thr8lified in Suffolk County Commission Expires 03/01/ 9 06taryPublic, 1 County 1 S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 1 LOT 10 FUT ICLEAN I/A OWTS #R-24-0688 Design Professional's Certification Required. Submit P.E. or R.A. Certification For SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES The Installation and Construction of the Sewage Disposal System REKNIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY Use Form WWM-073 VlArtrr limes must b^ insplersded bay thn DATE 5/31/2024 H.S REF. NO. R-24-0688 Syffolk, Court DO t. of Hn lth S'^r' iciris. APPROVED 0-11' (631) 852•575-4, 4$ htours in FOR MAXIMUM OF 6 13FDROOMS rib mcc, to at►%#,:,d 10 it9Sp^,dion(s). EXPIRES THREE YEA S FROM DATE OF APPROVAL I O WELL / I022.45" / 1 021.65" / 1 1INLET, 020.65" 70UTLETS cc NORTH SEA DRIVE BOX ACCEPTS: I w LIGHT COVER#3009C I DWELLING / w V 150'NT •P I TOP VIEW HEAVY COVER#3017-C20 W/WELL WATER IN FRONT YARD / W LOT 43 011 f GRATE #3017-G20 6"TALL RISER#3009 OVER 150' / a 17�I / DWELLING /2"TALL RISER#3009-R12 I W1WELL WATE R 23.55" 09E o " . , -- __ CL 15.0 I CESSPOOL IN REAR _ --"-ND AP TYPE EL 1 B s EL 18 6 EL 18 4 EL 17.3 OVER 150' -- -' �- I D• ° LEVELING DEVICE I O7 12.5'S PROPOSED 2"INCREMENT, M5z!::: BOX SEAL, I 150'NO SEPTIC WELL TYP. POLYLOK SEA I m -� MIN.#300 "COMPACTED I oo DRY 4DEE o m MIN.12"COMPACTED SAND OR I 0 / e'Dx5'DEEP / 0 POLYLOK 20"D-BOX PEA GRAVEL L VELTNG PAD I $ LP GAS �- N O FRONT/SIDE VIEW ( / uv', MATERIAL-HDPE o o D ( EL 16.7 DISTRIBUTION BOX POIVIOk DETAILS ( EL / r" g y m ( rEL .8 ., 2 ( (17 5) 07.0) DWELLING :. .24.0':.•::•:::•t:' W/WELL WATER •::•..::{.}•.:{:.:.:.: :.X a CONCRETE WASHOUTAREA I CESSPOOL IN REAR 0 OVER 150' 15.0 �':::•GARAGE::.: IN BED OF PROPOSED DRIVEWAY. CL 14.7 """"" ...• •:•GF(17.5).:.•.....' WELL . I PROPOSED DRIVEWAY � . GRADE F- \ ..:... .:; 1.....1......1.....1 . N 1•.:' �' EL18.3 L:.ryP P,:::: WOOD 4. t.:::::::•::::::::: :40': .. .. '12" � S100P .'.""" ." ................ EL 16.6 PROPOSED:.:.'.'.'•.$: ri:: '2 STY FRM.:::?: :::: DRY WELL EXISTIN l DWELLING.?.:.? ;o �' 8'&5 DEEP o':::•'• . #1855 LOT 44 GROUND Lp •; .-;5 BEDROOMS:,:;; 1 ��C...... .. •:r:•FFL(18.5)i':iC•::t:::. o� \ / .KJ: Oi y AIR HOSE AND DWELLING ELECTRICAL SUPPLY WNVELL WATER IN FRONT YARD N\ -/�,( TP TREATMENT UNIT I OVER 150' v E •::•::•:32.0':•::•:•::•:•::•::•:•: 1 UMP FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD \ 53.0' SCREEWD (165) INERVICENTROL TO CONTRANEL AND OL RPNEL EL 18.0 (17.0) �•.o PORN �-CO I ELE �`ERNCE TO CONTROL PANEL NTS 1 EL1 0 I ELECTRIC AND AI SUPPLY HOSE TO OWTS I 12.0' 1 / 0\ EL150 I (16 5) 1 2'SCH4D PVC VENT PIPE 0 (2)8'Qx8'DEEP L.PN\ 4 0 I r - DWELLING ELECTRICAL PANEL o lP \ �2 \ tin CL 13 5 ELEV, 76.5 O �yy �� DP O U P. OL BROWN F MAIN SANDY LOAM 1, EXP g•�IIN UP \ \0 BREAKER BROWNI \ / SM LOAMY SAND I EL 17.5 -Z EL 17.5 \\\ EL 15.7 EL 14.\ REBAR 2.5' PIPE s 0.5'S _ _ -- BROWN 1.4'S FENCE S 89032'10" 6V - _132.00' U.P. SAND x ---- - "---- CIRCUIT SW & r 0.4'E BREAKS 30AMP GRAVEL rCID 7 DEDICATED PALESW MED-COARSE 7 I DWELLING O YDROAING LP LOT 45 N CL 12.5 ( WELLDWELLWATER CAL SERVICE TO HDROACTION CONTROL PANEL SAND g WIWELL WATER LL WE CESSPOOL IN REAR GRAVEL 15 8' I OVER 150' LP OVER 150' WATER EL 0.7 DWELLING SW WATER IN W/WELL WATER PALE 1 CONTROL MED-COARSE I WELL PANEL SAND GRAVEL 1�' i LP SANITARY NOTES APRIL 5,2024 I I 1.THE OWES INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. K.WOYCHUIt LS 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS COVER 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE TO GRADE xg? FINISHED GRADE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OATS N MIN.a•DIA. 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE CHAMBER Volume(gal) SDR 35 PVC PIPE OR EOUIV. 20' �' PITCHED its PER FT.M N.I MIN Sedimentation Chamber 397 nLET _ Anaerobic Filtration Chamber 396 PROPOSED SEPTIC SYSTEM FOR UP TO 6 BEDROOMS Ili Aerobic 90 ation Chamber 90 Contact Filtration Chamber ® ® ® 1� QD Clarification (1)FUJICLEAN CENT 700 GPD(OWTS) SANITARY DESIGN BY: (2) Disinfection Chamber 6 ® ® ® ® (2)LEACHING POOLS 8'px8'DEEP RICHARD M. NATO A.I.A. Total Volume 1069 (1)EXPANSION LEACHING POOLS PO BOX 2284 AQUEBOGUE NY 11931 SPECIFICATIONS PHONE: (631)523-5879 Anaerobic Media PP/PE EMAIL: RMATOARCHITECT@GMAIL.COM Board Type Aerobic Media PVC/PP/PE a !MIN -CRouNowa eR Aerobic Media PP/PE Blower 3.5cfm MAC10ORII �kSD An Tank FRP PPfl Piping PVC/PP/PE LEACHING POOL <v p`7 'y9� �;A Access Covers Plastic/Cast Iron NTS Disinfectant(Optional) Chlorine Tablets t;1 C" JujiClean USA' S� 041861 oQ� .. gTFOF Toward Clean Water... RICHARD M. MATO A.I.A,NYS LISC#047867 SCUM BAFFL B 2••„�' z'-B8' r-,• DWELLING FFL(18.5) 4"SDR 35 RECIRCULATION -P ITCH 1/8"/FT © AIR LIFT PUMP ISINFECTION GRADE(17.0) GRADE(17.0) GRADE 5% MAX CYLINDER(OPTIONAL) C/O TO GRADE EL(17.0) 4"INLET PIP OUTLET PIPE INV15.65 DIST INV15.45 1A� 4 6'" INV70.61 INV15.82 INv15.s5 BOX EL15.23 INV14.90 (1) EACH 4" SDR 35 4"SDR 35 8'Ox8'DEEP PITCH 1/�"/FT X---EFFLUENT PITCH 1/8"/FT LEACHING INLET BAFFL ® AIR LIFT PUMP POOL O © _ o00000 EL 10.74 C]O I FUJI CENT EL 7.23 -+.� LOW BAFFLE 314"AIR INTAKE RECIRCULATION PIP (CLEANING OPENING) B HIGHEST EXPECT. GROUND WATER EL 2.0 FLOWOPENING(TYP, PLAN VIEW SANITARY INVERTS ZONED R-40 ,-DISINFECTION NON CONFORMING LOT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 20"ACCESS COVER 20"ACCESS COVER 24"ACCESS COVE CYLINDER(OPTIONAL) FRONT YARD: 40' MIN GROSS FLOOR AREA LOCA77ONS SHOWN ARE FROM FIELD OBSERVAT70NS RYP) (TYP) (TYP) SIDE YARD: 15' MIN. 35' TOTAL 3,350 S.F. + (10%x1780) = 3528 S.F. MAX.-�z REAR YARD: 50' MIN AND OR DATA OBTAINED FROM OTHERS „ PLUOVER AREA: 21,780.00 SQ.FT. or 0.50 ACRES ELEVATION DATUM.' NAVD88 (rHRGraoeD)��\SQUARE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLA 77ON OF SECTION 7209 OF THE NEW PORK STA IF EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN CONCRETE BASE ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION CLEANOUTBOx LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. © ADAPTECLEANOUR ADAPTER ADAPTER THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE A NOT IN7FNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 30DEGREEFITTING AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY 4'- 1" ® 4•_ 1" SURVEY of LOT 44 C- , • or N� -INBURT DORFMAN; MAP OF: GREEN ACRESCERTIFIED TO:FLOW H7LED: APRIL 13, 1962 No. 3540 ;WERLINEsITUATED Ar: ORIENT CLEANOUT DETAIL �TowN OF. SOUTHOLD r ° NTs KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKSECTION A-A VIEW � 8 2 J� Professional Land Surveying.and Design P.O. Bog 153 Aquebogue, New York 11931 ` REVISED 05-31-24 FILE # 22443 SCALE: 1"=30' DATE:APRIL 5 ?""° 'may PHONE (631)298-1588 FAX (631) 298-1588 , 2024 N.Y.S. LISC, NO. 050882 I o�aOF SOGI,�o h �O # # TOWN OF SOUTHOLD-BUILDING DEPT. 631-765-1802 INSPECTION 1:09e NDATION 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: _ � - +D G� I v� ee. Vyl?r/ 941" 6v �-• C,� DATE g INSPECTOR -J pE SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 olg INSPEC - ON [ ] FOUNDATION 1ST/ REBAR [ 'ROUGH PLBG. [. .] F 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: fym?-.!� e �lw C Lgltkn Vki�IVIA W k4, R I . I . 'm , t to DATE 1.0 INSPECTOR CAI/ 4z *Of SObTyo� / C - # # TOWN OF SOUTHOLD BUILDING DE T. t coa 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: ot N,2Le- O?oAUS- ,/v a f l' AAa �[cL !Cod DATE - INSPECTOR ~. OF SOUTyOIo # * 'TOWN OF SOUTHOLD BUILDING DEPT. o ffm,� 631-765-1802 1 NSPEC ION, [ ] FOUNDATION 1ST/ REBAR- [ UGH PLBG. [ ] FOUNDATION 2ND - . [ IN.SULATION/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: hwAgirsr�P fit/ 0 /�uvl Aoyl i PM J DATE I INSPECTOR aoF S0/lr, J0 4 86 , 1 qg5 Grewtwa �. * #. TOWN OF SOUTHOLD BUILDI . . 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 j ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: tt�t�SP_ v kit.56 f tir Icy+t I vt b1tv&eir T r "ktr act ad +0 Wcule-tr L3 DATE INSPECTOR OF SOUjyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 NSPECTION [ ] FOUNDATION 1 ST/ 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: @16IN14% tSC.V� fl is v PA OVA �► DATE INSPECTOR '50000, 160 %of G-t-t,&L Oa4 TOWN OF SOUTHOLD BUILDING DE T. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ 4] FIRE RESISTANT CONSTRUCTION [ ] :FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE.C/O [ ] RENTAL REMARKS: moGt$ DATE a- INSPECTOR Energy Vesting Services August 19,2025 Town of Southold - Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Burt Dorfman 1855 Greenway East Orient, NY 11957 As requested by the Town of Southold, Energy Testing Services was retained by Burt Dorfman to perform the Blower Door Test at the above-mentioned address. Michael Fauci(HERS Rater#8619824) conducted the Blower Door Test and found the results to be as follows; 1675 CFM @ 50 Pa or 2.08 ACH @ 50 Pa.This more than satisfies the 2020 NYS-ECCC Building Air Flow Maximum Requirement of 3 ACH @ 50 Pa. Please feel free to give us a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office:(631)244-2627 mcaruso@energytestingservices.com www.energytestingservices.com AUG 1 2 2025 .. Building Department Town of Southold 1 v 5 r h H • a E V(/ E '1 a , \, A U G 2 1 2025 Building Department Town of Southold 7 y- t li +t r�e •f', �p � � � � LI � � r J U N 2 4 2025 4> Building Department Tow+z of Southold I i c I' I I I i I i �o7d AKI ik-4 n _ t ti h L � 1 r- i • , . 1 � � f i r � -r£ _ 4 I0. ��- r 1' .y ram. ,A 1 14_ ' l 1 re 1 1 1 ..r y 1 k 1 .4. E 46 s � F � • �� ` 4 -k, .. r - � ry _ I tr • ate_ 1'! k . �Qr . � 1 Y S. - 9 - 1 r1. she •r '�• ■ R alp, -..-� NIL dik a ......... - 4 S " a if yam- Yy� ,Y r 'w .L f - � s - I, ty `� lit ! 46 ie Y r •�"�;Q � � .vim t. 1 ti �4 it T rt' 1 , .Y 1 , JUN 2 D 2025 B�alfdin9 Do nart'nent 7°wn of Southold ':`�: c. . 'y'. *, j'.. �. ♦ . ns .� '�x ':.c .ri. �� .'�2 �.� .p F.r t �� ,Naof F' .. t :.jti ��: �, 4. v-24 ti V �t IIII 4 � a %pF SO!/T�o . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Pro, • Q Southold,NY 11971-0959 �yDDUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30, 2024 To: Reinhardt, Enes 59 King St Floral Park,NY 11001 RE: SCTM# 1000-15.4-10 Rita Aiello Coutts by 1885 Green LLC, determination of merger request Mr. Enes Reinhardt: As of today, based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions regarding this property,please feel free to contact me at(631) 765-1802. Respectfully Yours, n racey D er, Building Pe is Examiner 1.� t ROUGH FRAMING& PLUMBING m 'Ell VA • I �• 1 , � . �• r t - 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 Date Received APPUCA11�,�'h FOR MIDiNG PERM E For Office Use Only PERMIT NO. J O J V b Building Inspector: JUN '- 5 2024 Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date:May 9, 2024 1265 OWNER(S)OF PROPERTY: 122g- Name: SCTM#1000-15-1-10 Project Address:1855 Greenway East, Orient, New York Phone#:8456645696 FFm;7,1-tandil 022@gmail.com Mailing Address:112 Green Street, South Jamesport, NY 11970 CONTACT PERSON: Name:Burt Dorfman Mailing Address:112 Green Street, South Jamesport, NY 11970 Phone#:8456645696 Email:burtdorfman@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address:50 Hidden Acres Path Phone#:6312083351 Emaii:rarchibob@aol.com CONTRACTOR INFORMATION: Name:1885 Green LLC Mailing.Add ress:112 Green Street, South Jamesport, NY Phone#:8456645696 Email:burtdorfman@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION igNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property.vacant land Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r-40 this property? ®Yes ONO IF YES, PROVIDE A COPY. 8 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 misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Burt Dorfman, Manager Application Submitted By(print me): ❑Authorized Agent BOwner Signature of Applicant: Date: AA Ct� 2� 2 STATE OF NEW YORK) SS: COUNTY OF Suffolk- ) Burt Dorfman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Manager of 1885 Green LLC (S)he is the (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 beforeme this 1 y day of 20b-4 of Public EVE L.GATZ-SCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.01GA6274028 Qualified in Suffolk County e (Where the applicant is not the owne Commission Expires Dec.24,20 cY'T I, residing at do hereby authorize to apply on ,my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical`I ; r' �� TOWN OF SOUTHOLD r1 V j Town Hall Annex' 54375 Main Road -P Box110 G 6 2024 �/ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765B95-95022ING DEFT. T9NVN"X SOUTD01.7 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: May 9, 2024 Company Name: Triangle Electric Electrician's Name: Edward. Richardson License No.: 4468E Elec. email:ccecontractors@optonline.com Elec. Phone No: 6318312562 01 request an email copy of Certificate of Compliance Elec. Address.: '10 Jo vh 1�.� i✓ 1 l -7 JOB SITE INFORMATION (All Information Required) Name: 1885 Green LLC Address: 1855 Greenway East, Orient, New York Cross Street: North Sea Drive Phone No.: 8456645696 Bldg.Permit#: �961:7 email:burtdorfman@gmail.com Tax Map District: 1000 Section:15 Block: 1 Lot:10 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): j q Square Footage: ;78 Circle All That Apply: Is job ready for inspection? ❑ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑NO Issued On Temp Information: (All information required) Service SizeFV_11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ✓❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals W 1 R2 ` H Frame Pole Work done on Service? Y RN Additional Information; � �`��n j� - �� PAYMENT DUE WITH APPLICATION' too ° -��s-C). Inc 0 .� 10�� fFoi � 5 �C��f BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD CZ CA _a Town Hall Annex Main Road-PO Box 1179-Southold, NY 11971-0959 '®� ® O Telephone (631)765-1802 2024 Temporary Certificate # i Date �� .0 Electrician Name Customer Name - - -,� C) Phone Address 1 5:5 (6 ?- �� e- ails e-mail ball, � c�� ' m License# Phone Size[)A Phase Overhead Underground #of Meters Remarks 2 New #of Underground Laterals 1 Fire Reconnect "H" Frame or Pole H P Flood Reconnect Was work done on Service? Y/N Service Reconnected Old Meter# Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation premises inspection of the service equipment. is complete,the town will conduct a This verification is valid for 90 d,,2q�bov,fr . Authorized by ---- BUILDING DEPARTMENT- Electrical In, , TOWN OF SOUTHOLD r, V Town Hall Annex'- 54375 Main Road -:P Bo� 6 2024 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 BUI]LDINC DEPT. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: May 9,.2024 Company Name: Triangle Electric Electrician's Name: Edward. Richardson License No.: 4468E Elec.,email:ccecontractors@optonline.com Elec. Phone No: 6318312562 []1 request an email copy of Certificate of Compliance Elec. Address.: ' ,�, �� ( S� � ,z� �� 1 1 -7 JOB SITE INFORMATION (All Information Required) Name: 1885 Green LLC Address: 1855 Greenway East, Orient, New York Cross Street: North Sea Drive Phone No.: 8456645696 Bldg.Permit#: 5--Oct &CP email:burtdorfman@gmail.com Tax Map District: 1000 Section:15 Block: 1 • Lot:10 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly)' L-�6 /ram Square Footage: Is4ee Circle All That Apply: Is job ready for inspection?: YES E✓ NO Rough In Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeW/11 Ph E3 Ph Size: 200 A # Meters 1 Old Meter# 0 New ServiceE Fire ReconnectOFlood ReconnectEService Reconnect❑Underground E]Overhead # Underground Laterals ✓ 1 2 H Frame Pole Work done on Service? FJY N Additional Information: PAYMENT DUE WITH APPLICATION f00 PERMIT# Address: SwitchesG• - ' ' outlets = G F I's` }}� Surface ' — Sconces 17t'C'4 ,7t� H H's' �' 'l' - ' � I,l UC Lts Fridge r HW POOL Fans Mini Fr. WAD Panel Pump Exhaustfff I Oven I Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat. 1 Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo' ` 11 Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i AC- nyto, i twi 55' coO& b 61L t v� M MOAI�wl, fM 1 1 L0�e� • Vl 66i fil oor kBa± I t 6ew',Ce cc, le-� 1k a-&C& kesmt X Cav, VLO+ S G fcckL ,ABSTRACTS, INCORPORATED' 100 Garden City Plaza,Suite 201,Garden City,NY 11530 516.683.1000 Fax:516.683.0089 123 Maple Avenue Riverhead,NY 11901, 631.369.0200 Fax:631.369.0199 'Reply to our Garden City Office Matthew Blank, Esq. Joseph J. Haspel, PLLC 10 Weldon Way Warwick, NY 10990 RE: Our Title No. :ST-47586 Premises : 1855 Greenway East,Orient, NY 11957 Tax Map No. : District: 1000/Section:015.00/Block:01.00/Lot:010.000 Dear Matthew: Abstracts, Incorporated has reviewed the Single and Separate Certificate on the above premises and it is our opinion that the subject premises in our search has been in single and separate ownership since the conveyances were made by Greenway Realty Corp.to individual lot owners. Greenway Realty Corporation filed the subdivision map known as"Map of Green Acres at Orient"which was filed on 4/13/62 as Map No.3540. Please note that our search should be reviewed by the municipality for their opinion as to whether the subject premises has been in single and separate ownership for the required time period. Liability hereunder for any damages hereunder is limited to$25,000.00.Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search-has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser, lender, lessor/lessee, his attorney or his agent had no knowledge of any lien,encumbrance, or defect not shown for which said search has been made. Very truly yours, ABSTRACTS, INCORPORATED BY: Tlw,was J. Tawa a Thomas J.Turano President Sal J.Turano PRESIDENT s.l „� Grace Mistretta'ABSTRACTS, INCORPORATED ' SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 984 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Rater J.Calvanese SR.V.P.,COUNSEL SINGLE AND SEPARATE SEARCH April 3, 2024 Matthew Blank, Esq. Joseph J. Haspel, PLLC 10 Weldon Way Warwick, NY 10990 Re: Our Title No. ST-47586 Tax Map Designation District: 1000 Section:015.00 Block: 01.00 Lot:010.000 Dear Sir or Madam: ` ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 4/1/2024. Said search discloses the following: SUBJECT PREMISES KNOWN AS District: 1000 Section:015.00 Block:01.00 Lot:010.000 DEED#1: Grantor: Edward W. Latham and Howard C. Latham,as Executors of Dated: 1/25/1926 the Last Will and Testament of Madeline C.Terry, deceased Recorded: 4/24/1926 Liber: 118S Page: 162 Grantee: Charles C. Ryder (Affects Premises and more) NOTE: Charles C. Ryder died in Suffolk County on 11/22/1954 and left all to his widow,Millicent F. Ryder who dies on 3/3/1957 in Suffolk County. CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 28 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 S 1 8.1393.1 000•fax:51 8.SB3.0089 www.abstractsinr-.com 631.369.0200•fax:631.369.01 99 Page 2 ST-47586 DEED#2: Grantor: Charles F. Ryder,as Executor of the Last Will and Testament Dated: 5/31/1960 of Millicent F.Ryder,deceased Recorded: 6/3/1960 Liber: 4819 Page: 319 Grantee: Greenway Realty Corporation (Affects Premises and more) DEED#3• Grantor: Greenway Realty Corp. Dated: 9/8/1964 Recorded: 9/14/1964 Liber: 5613 Grantee: Rita I.Aiello Page: 15 DEED#4: Grantor: Rita I.Aiello Dated: 2/3/1975 Recorded: 2/10/1975 Liber: 7795 Grantee: Enes J. Reinhardt Page: 296 DEED#5: Grantor: Enes J. Reinhardt Dated: 3/11/2022 Recorded: 4/3/2023 Liber: 13195 Grantee: Rita Aiello Coutts Page: 961 Last Deed of Record i Ifflilf Ills f llll 1111111111 lip 11111111111111111111111 1111111 Iilll f1111 IIf1 illl SUFFOLK COUNTY CLERK +� RECORDS OFFICE J RECORDING PAGE Type of Instrument: DEED Recorded: 4/3/2023 Slumber of Pages: 3 At: 6:32:04 Pm Receipt Number: 23-004SG33 *ELECTRONICALLY RECORDED* Transfer Tax Number: 22-23177 LIBER: 1300013195 PAGE: 961 District: Section: Block: Lot: 1000 015.00 01.00 010.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handbag $20.00 NO COE $5.00 NO NXS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-5S4 $5.00 NO Cc=.Pres $0.00 NO Transfer Tax $0.00 NO Transfer Tax Number: 22-23177 Fees Paid $515.00 THIS PAGE IS A PART OF THE INSTRUBMNT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County RECORDED Numbarorpages3 4/3/2023 6:32_04 EM --r-.�....••••—••-••• VINCENT FULLED CLERK OIF this document W41 be public SUETOLK COUNTY record, Pleaseremove all L D00013195 Social SeaurityNumbers F 961. priorto recording. 22-23177 DcodlModgageloshument Dead/Modgage Tat Stamp liecosdatylFlling$wtnps 3 FM Pape/Fftg Foe >t9ai3e 1.Bask TaK Kindling 2Q_00 2.Additional'fax TP-684 5.00 SubTotal Notation 0.00 SpacJAesd. or EA-5217(County) 5.00 SubTotal 45.00 SWJAdd. EA-521T(Sfate) 250.00 TOT.MTG.TAX RP.T.SA 200.00 Dual Towo,r,,,"_,DualCounty Held for Appointment Comm.ofEd. 6 00 TtansierTat 0.00 Affidavit + . MansfonTaz 0.00 0.00 The pmpwV covered by thla mortgage is CettNked Copy or VIA1 be Improved by a one or two WSSurcharge 115. OQ SubTotal 470.00 wallydwofonpordy. Other YES-or NO Grand Ual 515.00 IF NO,nee appropriate tax douse on pogo# of I!t<s lnstrurrtarsf. 4 1 Diet. Section Block Lot 5 Commurdly Preservation Fund Falf�reperty r s a Consideration Amount$0.00 7aXServlce A D7Y A 0.00 Agency manors CP>~Tax Due $ Verification Improved 8 a a n sas era i Ong teas RECORD&RETURNTO. Vaeanttand„x,,, Cross Conmtsy i tastiract ')p 10 3LO44 Fkan l n Awe Ste 2 Gaurden City 1AY 11330 Ta.,..,,.._._..,., Mail to: Vincent Puleo,Suffolk CouW Clerk 7 Title Company Information 310 Center Dfim, Riverhead, NY 11901 Ca Name www.sufM1kcountyny.gov/clerk Mag 8 Suffolk ounty Rcording & Endorsementage Us pageformspart of the attached made by. (SPEOPTYPEOF INSTRUM1514T) The prornim herein is situated in SUFFOLK COUMY,NEW PORK 70 in the TOWN of IntheMAGE ertfANq.ETof BOXES THRU&MUSi SE TYPED OR PRINTED 1N PLACK INK ONLY PRIOR TO RECORDING OR FILING. .{unlrvJ N.�:O T.U.P401"4f s Oapi«d"U.Pd.wMC woo,sqsE+t(Lr,r',Ae,.t�dMdr,INC.mpcMie�1057bSiuol CONSULT VOUR LAWYER BEFORE SIMUNG THIS[NSMUMV4r-THIS UVSMUMEN'T SNp1NA HE USED AV LAWVCPS ONLY '�'ES1S SNDGNTMF_made tho day Of Olx" 2022 so%,WZM Saes J. Re3abardt residing at 59 King Street, Floral Park, NY 11001 Party of the first part, and Rita Aiello Coutte residing at 12035 Heron Drive, Machiyongo, VA 23405 Party of the second part. wITNSeSZWH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, AZL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk, State of New Yoric, being Lot number 44 on "Map of Green Acres at Orient" said map being filed In the Office of the Clerk of the County of Suffolk, State on the. 13m day of April, 1962, as Map No. 3540. TOGETHER with the use of the roads and area reserved for Beach and Parking purposes as shown on said Map in common with others. subject to Covenants and restrictions of record. Being and Intended to be the stone pmmtses as conveyed to the gmntar by deed dated February 3.197r� 120' sAzn PR�F.MISES is known a8� 90'1 !1,7b 10 1r1 }grR. 7'IRS� ��✓yc�{o 1855 Greenway E, Orient, M 11957 B�sCtit+ss 15 , nXock 1 , root 10 �) TOGETHER with all right, title and interest, if any, of the party o': the first in an to any streets and roads abutting ebe above described premises to the center lines thereof; TOCiMwER with the appurtenances and all the estate and rights of the party of the first part in and to said Premises- TO HAVE AND TO HOLD the,premises herein granted Unto the Party of the second part, the heirs and successors and assigns of the party of the second part: forever. AND the party of the first pant covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of r_ha_ Lied Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for 'the purpose of paying the cost of the improvement and will Spply the'same first to the payment of the coat of the i.rrtgrovement before using eay part of the total of the same for any other purpose. The word "party" shall be construed as if it read'"partles" whenever the sense of this indenture so requires_ XW WIMMag MMRZOPP the party Of the first part has duly executed this deed the day and year :eIrst above written. IN PRESENCE OF Eases J Re ardt +•*STATE OF NEW YORK STATE OF NEW YORK ) C0[JP1Ty 01r i4*5SMU iA•• covrtTsr ol� � On this 1 1/ day of i f rl1 -�Y't�\ In the year 2 022 On the day of !n the year= befam me,the befvrg me. the undess�i �� per8onsl{y personally y appeared rsonally undersigned.personally appeared Enos or. known to me or proved to me on the balls of satisfactory personally known to me or proved to me evidence to be the Individual(s)whose name(s)is/are on the basis of satiefaetory evidence to subscribed to the within instrument,end acknowledged to me be the Individual(s) whose name(s) that he/she/they executed the same In htslher/their subscribed to the within instrument, axed aapacity(tes),and that by his/her/their signatures)on the acknowledged to me that he executed the Instrument.the tndividual(s),or the person upon behalf of same in his capacity(ies) , and that by his which the 1ndfHdual(s)acted,executed the Instrument signatures) oz% the instrument, the individual(a) , or the person upon behalf Of which the .individual ts) acted, NOTARY PusuC executed t rss • sent ANNEMAti E SALO SKI 4sw YORK mj=AjDjY PUBL1 TAT2 OF !&W WMARY A6Q1630e pusllftod 1 Neseou COUPILY MAY Corm"M18"a Exptros4B-o8 *For acknowledgements takers in New York State. ** State, District of Columbia, Territory, possession, or Foreign Country )Ss__ On the day of � in the year before me, the undersigned. personally appeared wed• ow proved to me On the basis of Satisfactory ' personal 7.y l to me ry evidersce to be the indivIduadual(s) whale name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/ they executed the same in his/her/their capacity(ies) , that: his/her/their sigsxa.ture(s) on the instrum ent, the individual(s) , or the person upon behalf of which the individual(a) acted, executed the Imstrument:, and that such individual made such alVearanae before the 1=dersigned in the the state or country or other place the aOr nowother d political wa a], akbdivisiora and p acknowledgment was taken) . XUMG = and fim- t > With Covenant Against Grantor- Acts TIf E No, SECTION 1.5 BLOCK 1 'Eves J. Reinhardt LOT 10 TO COUNTY Rita Aiello Coutts Recorded at Request of STANDARDF ttMOFNEWYORKHOAItDOF... tWVE7tVjRm= Return by Mail to: Annernarto Selovm1d,Eeq. 3030 Smw"c Wjthway seaford.NY 11783 t F Page 3 ST-47586 PREMISES TO THE NORTH KNOWN AS: District:1000 Section:015.00 Block:01.00 Lot:009.000 DEED#1: Grantor: Edward W. Latham and Howard C.Latham,as Executors of Dated: 1/25/1926 the Last Will and Testament of Madeline C.Terry,deceased Recorded: 4/24/1926 Liber: 1185 Page: 162 Grantee: Charles C. Ryder (Affects Premises and more) NOTE: Charles C.Ryder died in Suffolk County on 11/22/1954 and left all to his widow,Millicent F.Ryder who dies on 3/3/1957 in Suffolk County. DEED#2: Grantor: Charles F. Ryder,as Executor of the Last Will and Testament Dated: 5/31/1960 of Millicent F.Ryder,deceased Recorded: 6/3/1960 Leber: 4819 Page: 319 Grantee: Greenway Realty Corporation (Affects Premises and more) DEED#3: Grantor: Greenway Realty Corp. Dated: 7/25/1964 Recorded: 7/28/1964 Liber: 5585 Grantee: Gino N.Aiello and Marie T.Aiello, his wife Page: 254 Last Deed of Record r: C,h� �'�' � .{'P S > ats'�4"�x'�'v`"�•.'��+M,�r'lFt. dtb'�'.'i�,,J�7�„S°ecf "' r?n a>yl��_j9 ,ua 4ty B tr 7 ' -�..t 1 d•' -. i >.yv of U( lki7t7n. 1aT S,TI�i c, �+�Krer•�„r� �"1"1" 7«r.- itl r 1 �r Ci�t r�y�' '� � r ��C'�' >�' .a..0 r o �'A"p`w•q^''t�l ,'�i'7yr� r -. L-s :��t4-•+L;m��'.d s u: t".gy�:lttS.,';�)..,�rF't�..{ .tr"'tp�"or'kr<^�m'-'rat'=tL..'... � ta, . �t+J� .y --+, r" � i ,� y 4 ✓`�t�y,n ��l g. 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MY a�Sapt'Ab1't' t !��•a�s7b •'�{'� � .,,�,.� kt��1r �tid.. s'ntt. € �+ �r^t, ',�}�y`.."`. r �.k�+ +l��r�'..•t t4r,>.. r�, ,,,��{C. r . 's`" tl .d SFs' �'! f..I > r ?�¢, �,��. Tt� r+�+ ,i., y Sr•�len}.Y '+t"tad`„;'{ k •i f'uL�, 4;F' e'eft` R,x"a'' 1f ON MIX AR ,:,ppre�S. ' *�.� t r •,v.ru«k4��'},v:'t'da�� b C��d ' V. RIB ;. �fs�1 +'it. f �t;�[44�•�'��f�o.�.:t`.;�� h ' y3„.. i .r �'j,>}! t'�' ! a C� 4 i.�p�p'� �"� t a�t�r'`i4)�`•�YF' ''b".t.{,,nlTr•, ?1M .yq, y� r �!y,:�;4: ;� f° � t y}�'-rnr i �- .�J,'{¢�r�y1: L!� 7 ��;,i1 �},•k.k'• ,k::i't•I }a�Y1x , ty'y�;a :.� �1Z 1t�� L�;'��r•�ltt ci �.,fi��',�`...�Kte'� � dT.tl .:'; ,, t a.,?j• {_= r h �� yak . 'Y ° aC l�;,��•1�+ Sr e - ��tfyt ^ K �� j'�r . 4::� ,r t � 1 ��,y��r,��J'"';.�b �+�j'�yt �lM�� •K 1 'r M1'�c yE l(�".'� inr. � e ', � '9t".'E" ��$;F'7 ft�rkt ' 2{• �.. � � ��< �.��" t t 'r�'jt�``�°,, 65t'Iutl�.•+,t iy�! ai r§�h4��Y Yt'i2•F�� r.T, �. l � � s� r't '.,asvui0. ir? "tt �w'Jrj'"5'°'*�'�}mf'F -•K�� rtr,. j4 ss4€.r' � 'a r �•SL've�'�" i t�. •••r•.-"'y+ :i�et• � M! �3Y�l J C�r �' � 7 L",3+5_ "�t3i:'�4. x r• i i 1 i Page 4 ST-47586 PREMISES TO THE WEST KNOWN AS: District: 1000 Section:015.00 Block:01.00 Lot:021.000 DEED#1: Grantor: Edward W.Latham and Howard C. Latham,as Executors of Dated: 1/25/1926 the Last Will and Testament of Madeline C.Terry,deceased Recorded: 4/24/1926 Liber: 1185 Page: 162 Grantee: Charles C. Ryder (Affects Premises and more) NOTE: Charles C.Ryder died in Suffolk County on 11/22/1954 and left all to his widow,Millicent F.Ryder who dies on 3/3/1957 in Suffolk County. DEED#2: Grantor: Charles F.Ryder,as Executor of the Last Will and Testament Dated: 5/31/1960 of Millicent F. Ryder,deceased Recorded: 6/3/1960 Liber: 4819 Page: 319 Grantee: Greenway Realty Corporation (Affects Premises and more) DEED#3: Grantor: Greenway Realty Corp. Dated:3/10/1966 Recorded: 3/11/1966 Liber: 5924 Grantee: Joseph Trezzo and Louise Trezzo Page: 9 I i I { f I Page 5 ST-47586 DEED#4: Grantor: Louise Trezzo,Surviving Spouse of Joseph Trezzo Dated:11/10/1988 Recorded: 9/24/1991 Li ber: 11340 Grantee: Louise Trezzo and Loretta Braren,as Co-Trustees u/d/t Page: 261 dated 3/29/1988 DEED#5: Grantor: Loretta Braren,as Co-Trustee under Trust Agreement of Dated: 9/9/1999 Louise Trezzo dated 3/29/1988 Recorded: 9/29/1999 Liber: 11992 Page: 66 Grantee: Robert LaDuca and Jacqueline M.LaDuca, his wife DEED#6: Grantor: Jacqueline M. LaDuca and Robert LaDuca Dated: 3/28/2003 Recorded: 4/24/2003 Li ber: 12248 Grantee: Robert LaDuca Page: 35 3 t 4 }y� l Page 6 ST-47586 DEED#7: Grantor: Robert LaDuca a/k/a Bob LaDuca a/k/a Country Works Dated:11/14/2007 a/k/a Jubilee Outlet by Armand Araujo Esq., Referee Recorded: 3/11/2008 Liber: 12543 Page: 526 Grantee: U.S.Bank National Association,as Trustee for Credit Suisse First Boston CSFB 2004-AR3 DEED#8: Grantor: U.S.Bank National Association,as Trustee for Credit Suisse Dated: 10/10/2008 First Boston CSFB 2004-AR3 Recorded: 10/30/2008 Liber: 12570 Page: 291 Grantee: Patricia J.Albano Last Deed of Record I I I {i f includes basement includes basement includes basement includes basement includes basement 39887 2876 42763 !I11IfIl IIII 11I!!iliil hill IIIII IIfII IIII Ills! III Ill! I IIII IIIII I1I111II1 i SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/30/2008 Number of Pagan: 4 At: 01:03:59 PM Receipt number : 08-0104888 TRANSFER TAX NUMBER: 08-07771 LIBER: D00012570 PAGE: 291 District: Section: Block: Lot: 1000 01S.00 02.00 021.000 MMMNED AND CHARGED AS FOLLOWS Deed Amount: $380,516.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 No NY$ SRCHG- $15.00 NO EA-CTY $5.00 NO EA-STATE $75.00 NO TP-584 $5.00 NO Notation $0.00 No Cert.Capies $0.00 NO RPT $30.00 NO Transfer tags $1,524.00 NO Comm.Pres $4,610.32 NO Fees Paid $6,309.32 TRANSFER TAX NUMBER: 08-07771 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL .7udith A. Pascale County Clerk, Suffolk County I I i i • CONOULYTOURLAWMRat:FOReGfUj loTmr&WTRnUW.TKpMSTRUMMO{OUWBEUSMBYtAWY1: any 16 THIS MDEMMF_made the IQY1Y of tJ=Bfif., 2000 OLTAMEN U.S.BANK NATIGNALASSOCIATION.as Trusfae for Credit Suisse First Boston CSFB 2004,AR3 $400 Stage coed,C rde Frederick.MD 21701 paKyffi till Tirmtpart,and PATRICIAXLBANO ,A• 9 HdpesAvenue Jr' Hdlbullle,NY 11742 party of the second pert, W171NESSETH,that the party of Ulu Net Partin Consideration of Ton DoAars grid other wh►able corrslderdten Paid by the party of the second part,does hereby grant and release urrtd fie party of the second part,the hells Of ounces M and sealgne of On party of the second part forever. ALL that certain pint place or parnei of land,wM the buildings and Improvements thereon erected,situate. hying and being in the See Schedule A attached hemlo for the property known as: OW Grear r w Weal Orient.NY II.W The wkhln sale does not constitute at or sUbstaotairy all Of the rrssets of file corporation and Is in its normal caurse of busine0a. The use for which the pnerntaea Is Intended Is rasidenftat purposes. TOGETHER with all rtpht,ttte and lntar0 st,V Any,of the party of the first part in and to any streets and roads abufBng the above described prorrfees to the center ones thereof;TOGETHER with the appurtenances and as the vatmte and rights of fie petty of the first part In and to sold prambes;TO HAVE AND TO HOLD the promises heroin granted unto the parry of tho second part,the helm or suceeasora and assigns of the party or the second part forever; AND the parry of the Met part,in comp0ence with Section 13 of the Usn Law,covamts that the party of the first pall will receive the cnnsidamUon for this comreyartoe and vnU hold the right to receive Ouch considmration as a bust fund lobe applied Mt for the purpose of paying the cost offhe improvement and will apply the same first to the payment of the can of the tmprovemont before using any part of the total of tho same for any other Purpose. The word'parly'shall be eonsUved as If it mad I~whaammr,the seese of this indentum so mqulrms. IN WRNESS WHEREOF,the party of the first part has dub awtacuted this deed the day and year fiat above written. tN PRESENCE OR: U.S.BANK NATIONAL ASSOCIATION.as Tot"itee for Credit Sulsae FIrA Boston CSFB 2004-AR3,by Wens Fargo Bank,NA suceoesor try merger to Web Fargo Home Mortgage,Iflugs—ftorney in tact p Q VP Coen mwff e o uarr2 6y QrQ1�il c��q!Q u d�d�Cor�� 8/GIaO err y5a� 51wov"YAW- oar,ecot•Bawbandsalecoe4.aehoaicwuftisp.uarcrwoesRas—uraom+ftmu"wo-hr Form UG4 t i ADVANTAGEMILE-AGENM INC Title No. 08-Aq-39714(MT3230 SCHEDULE A ALL that certain plo;pieceorparcel ofiand,situate,lyingund beingatSouthold,CouatyafSuffolks: and State ofNtw York,known and designated as Iat No.37 on a certain map entitled,"Map of Green Acres at Orient.filed in the Office of the Cie*of the CountyofS.utfnikon April 13,1962 as Map No.3540,said lot being bounded and described as follows: BEGDWNG at a point on the Easterlyside ofQreenway West,distant 374.69 feet Southerly from the corner farmed bythe intersection oftheSoutheriysideofNatthSea Drive with the Easterly side of Chmway West; RUNNING THENCE North 8S degrees 24 minutes 40 mconds Esst,,139 29 feet; THENCE South 0 degrees 27 minutes 50 seem&East,16S.00 Act; THENCE South 85 degrees 24 minutes S0 seconds West, 126A2 feet to the Easterly side of t3reenway West; THENCE along the Easterly sideofGreenwayyWesl,North 4 dtgroes 3S minutes 20 seconds west, 164.S7 feet to the point or ptacc of BEt3U44ING. da lAe 4&edk10lee la Ale,�trd �� A Vo The pegcy to be lasusd umler Ulle topoA Will Insuto thv Oft to ouch buildings and COtfVFOR ANClNQ improvements mated on the pntnUm which bylaw canitltuly tool property. ONLY TOGETHER with all right.Me and tnterop of the p utyol the first part,of.lit and to tha land tytnp its the stunt in f rarl of and adlaning said pmmiaos. ' I I i Ii i i Page 7 ST-47586 PREMISES TO THE SOUTH KNOWN AS: District:2000 Section:015.00 Block:01.00 Lot:011.000 DEED#1• Grantor: Edward W. Latham and Howard C.Latham,as Executors of Dated: 1/25/1926 the Last Will and Testament of Madeline C.Terry,deceased Recorded: 4/24/1926 Liber: 1185 Page: 162 Grantee: Charles C. Ryder (Affects Premises and more) NOTE: Charles C.Ryder died in Suffolk County on 11/22/1954 and left all to his widow,Millicent F.Ryder who dies on 3/3/1957 in Suffolk County. DEED#2: Grantor: Charles F.Ryder,as Executor of the Last Will and Testament Dated: 5/31/1960 of Millicent F. Ryder,deceased Recorded: 6/3/1960 Liber: 4819 Page: 319 Grantee: Greenway Realty Corporation (Affects Premises and more) DEED#3: Grantor: Greenway Realty Corp. Dated: 2/12/1975 Recorded: 4/15/1975 Liber: 7825 Grantee: William Stuke Page: 114 i Page 8 ST-47586 DEED#4: Grantor: William Stuke Dated:12/7/1981 Recorded: 12/16/1981 Liber: 9116 Grantee: Peter O'Hanlon and Mary M.O'Hanlon, his wife Page: 593 DEED#5: Grantor: Peter O'Hanlon and Mary M.O'Hanlon, his wife Dated: 3/2/1982 Recorded: 3/10/1982 Liber: 9152 Grantee: Mary M.O'Hanlon Page: 403 DEED#6: Grantor: Mary M.O'Hanlon Dated: 7/1/1997 Recorded: 7/8/1997 Liber: 11839 Grantee: Anthony Barbarise and Christine Barbarise,his wife Page: 745 Page 9 ST-47586 DEED#7: Grantor: Anthony Barbarise and Christine Barbarise,his wife Dated: 6/22/2005 Recorded: 8/1/2005 Liber: 12400 Grantee: Robert Haase and Donna Haase, his wife Page: 897 DEED#9: Grantor: Robert Haase and Donna Haase, his wife Dated: 3/14/2008 Recorded: 3/27/2008 Liber: 12545 Grantee: Robert Haase Page: 588 DEED#9: Grantor: Robert Haase Dated: 1/5/2019 Recorded: 2/5/2019 Liber: 12999 Grantee: Leonidas Theofanis and Georgia Theofanis, husband and wife Page: 665 Last Deed of Record i f 3 3 e f Ilflflfll �ff� �� f��IEfllll�f�llll�f Il� fl�� l 11 111�lfi� llll 111 l 1 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/05/2019 Number of Pages: 4. At: 02:42:25 Pit Receipt Number : 19-0025397 TRANSFER TAX NUMBER: 18--22431 LIBER: D00012999 PAGE: 665 District: Section: Block: Lot: 1000 015.00 01.00 011.000 MMUNED AND CHARGED AS FOLLOWS Deed Amount: $995,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $13.00 NO NA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer talc $3,990.00 NO CoM.Pares $16,900.00 NO Fees Paid $21,275.00 TRANSFER TAX MOM: 18-22431 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITR A. PASCALS County Clerk, Suffolk County •' f —UaWdn and Sato Deed,with Covenant%i mst Onauer's Acu--tntUdgpl or t aMoratton rAnBlo Shcn; CONSULT YOUR LAWYER BNOREStGNINGTHKINSTRUMEW—THIS INSntUMENTSHOULD RE USED BY tAWYERS ONLY. ps 5 esF� A THIS INDENTURE,made the r`y'1 f`day of January,in the year two thousand nineteen ono) dej i jeccb v,� tl r o' BETWEEN ROBERT HAASE.residing at 1695 Gre enway East.Orient.New York 11957 party Of the first part,nd LEONIDAS THEOFANIS and GEORGIA THEOFANIS, tL 4 "U S%0 a 6 end 4—i � both residing at 147-06 2'd Avenue.Whltestonc.New York 11357 party of the second part. WITNESSETH,that the party of the first part.in consideration of TENAND N0/100(S10.00)__ ------------------_--__ —._._........._.....----------_......................__.__.._.,dollars paid by the party of tha second part,does hereby grant and release unto the party of the accond part.the heirs or successors and assigns of the party of the second part forever. ALL that certain plot,piece or parcel of land.with the buildings and Improvements thereon erected,situate.lying and being in the Town of Southold.County of Suffolk.State of New York.and more particularly described in SCHEDULE"A"hereto auached. BEING THE SAME PREMISES conveyed to the party of the first part by Deed recorded in Liber 12545.Page 589. PREMISES KNOWN AS.1695 Greenwny East.Orient.New York 11957 DIST. 1000 SECTION: 015.00 BLOCK: 01.00 LOT: 011,000 TOGETHER with all right. title and interest, if any, of the party of the first part in and to any streets and toads abutting the above described premises to the center lines thereof:TOGETHER with the appurtenances and all the estate.and rights of the party of the first part in and to said promises;TO HAVE AND TO HOLD the promises herein granted unto the party of the second pan,the heirs or successors and assigns of the party of the second pan forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party or the first part.in compliance with Section 13 of the Lien Law,covenants that the party of the first part will recei ve the consideration for this conveyance and will hold the right to recelve such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of the some for any other purpose.The word"party"shall be construed as if it read"panics"whenever the sense or this indenture so requites. IN WITNESS WHEREOF.the party of the first part has duly executed this dud the day and year flrstabove written. IN F'RESENCS OF: ROBERT HAASE t t- 00 HIIII//////IIIH / IHIIIIIII / HIII////////////////////////////////////////////////llm Stewart Title Insidance Company Title Number: FNS-7108-S Page 1 SCHEDULE A DESCRIPTION ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the Town of Southold,County of Suffolk and State of New York, known and designated as Lot#45 on a certain map entitled"Map of Green Acres at OrlenV at Southold and filed in the Office of the Clerk of the County of Suffolk on April 13, 1962 as Map No. 3540,said lot being bounded and described as follows: BEGINNING at a point on the westerly side of Greenway East(a private road)distant 634.26 feet southerly from the corner formed by the Intersection of the southerly Side of North Sea Drive with the westerly side of Greenway East; THENCE along the westerly side of Greenway East(a private road)the following two (2) courses and distances: 1) South 0 degrees 27 minutes 50 seconds East, 93.22 feet; 2)South 6 degrees 48 minutes 10 seconds East;61.00 feet; THENCE South 83 degrees 14 minutes 50 seconds West, 134.00 feet; THENCE North 2 degrees 21 minutes 20 seconds West, 168.73 feet; THENCE North 89 degrees 32 minutes 10 seconds East; 132.00 feet to the westerly side of Greenway East(a private road)and the point or place of BEGINNING. FOR INFORMATION ONLY.- SAID PREMISES being known as 1695 GREENWAY E,Orient,NY 11957 District: 1000 Section: 015.00 Block: 01.00 Lot: 011.000 Page 11 ST-47586 Liability hereunder is limited to the amount charged for this search. ABSTRACTS, INCORPORATED BY: Thomas J.Turano President TJT: HF/LA State of New York) County of Nassau )ss: On the day of April, 2024 before me personally came Thomas J. Turano to me known to be the individual who executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. Andrew Turano NOTARY PUBLIC Notary Public,State of New York No.01 TU6404076 Qualified in Suffolk County Commission Expires February 10,202 1R. . - t'sr a r ,,` r �t a ' r"f r!•'�.� e tyt � G' tx, � t t f " n r. � �V �� (fir�t ,.r� ; xr r �'t o z• 3 r r t 5 u u L t z ( 5 r a f d r 11wUlhecu l;p4a r�t�C in�r. xa 7 1 t a t.,}r t h��rt r�[:t a i, r�}}r 7 tc y r Dt LOlr Ar 11t QNP fOf 3S ueEi5555: rfN2 AIr J+A�ELt�-.3 ~ J ,{ 4. CQ ANT 8'ANO hg y t w a r�! a..ct-is r 9TRIOT;IQN9 t at`ili T"":1 t y. } � r i , � k7a 1 'C' .t•=1 r 1+1.-,1 J ,j a k�r + r / ; , err_ r fir. , �Y�.;:�� .r��f{r ``Ly,. [ .fir dome'et�ctao�Plpa�on:mr�dez,�liiB��Sth�dnyn,°S;�PF1119fi ;�bytOR�6a� "�"r i f� ,+_f.sa f wl't�',/ .!y k:Lt7o ry dr�N.a r,& C Yo;1tYt4r yH ra qt"age,o�t�;Fb,u�„�inaay9,dEN'W6�(AYSbRliEieAgLTtoYnQt•DOAci>'v y°l,k n i^n?a r x („a t�yi l`•;'.�';t * Lw � i al t i= x -r ,nr 4•. r a .`lt. �. jf r � ." •��_ i Tt -+ iQ -1r •� + y * C ct ro"kwf' r'C'N»Bsa"E11�/ �. r�4 d^r'' r�.v L�. 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'� !;~ e j .. ••'i;,t�gd, t r< mr 1 it.r ,"` r,., n._,,,. ��#,.!11 it..:� t.tk:r h 4t< k .y<j�•^}t � 1J '3'g` r��!$'�'a ,,,�'�"'� irk`•x' �' C! � 4*,,..n'S r. t ,yli' "r.'.i Ef4 i•.St�r«�'x bl;.r�, ii°I. +, (+L t x rd� bf•'!yt f� l 2J-<ri( ,!. t�. " P t A' *«' .rt ¢ ,Xf%r.,>:,i �..J'iv�i'i-i tr Li f. ,L^," ,{cdt It ii�.•t4wy.2.�'s ?...x i+,Kt }�. LqJb.S 'Ci^ Gvd YF j;J: 7i yL,pxt :2� 3'` :-ristt 1 - •"i.:ty :.' rfa,i. ,, o L[.. ( 1"i ,�)r•21r.F.wff °r { t Dwyer, Tracey From: rarchibob@aol.com Sent: Thursday,July 25, 2024 11:11 AM To: Dwyer,Tracey, Burt Dorfman Subject: Re: 1885 Greenway East INTERIOR EDGE SQ FT 1 st floor ; 1200 sf garage: 575 sf 2nd floor: 1251 sf room over garage 355 sf total; 3381 sf On Thursday, July 25, 2024 at 11:04:10 AM EDT, Dwyer, Tracey <tracey.dwyer@town.southold.ny.us>wrote: Please send me the GFA calculations using the interior wall dimensions to this email. Max allowable GFA is 3,528 sf. Thank you, Tracey Dwyer Dwyer, Tracey From: rarchibob@aol.com Sent: Thursday,July 25, 2024 11:11 AM To: Dwyer,Tracey, Burt Dorfman Subject: Re: 1885 Greenway East INTERIOR EDGE SQ FT 1st floor ; 1200 sf garage: 575 sf 2nd floor: 1251 sf room over garage 355 sf total; 3381 sf On Thursday, July 25, 2024 at 11:04:10 AM EDT, Dwyer, Tracey <tracey.dwyer@town.southold.ny.us>wrote: Please send me the GFA calculations using the interior wall dimensions to this email. Max allowable GFA is 3,528 sf. Thank you, Tracey Dwyer 1 go. S.C.T.M. NO. DISTRICT. 1000 SECTION: 15 BLOCK: 1 LOT(S): 10 � j I NORTH SEA DRIVE I WELL o / #R-24-0688 `I w VACANT DWELLING I UJI LL :1 1 WNV LOT 43 ELL WATER IN FRONT YARD W N OVER 150' � X� O\ DWELLING ' W/WELL WATER 0.9'E cn N 89032'10"E 132.00' snc. CL 15.9 CESSPOOL OVER IN EAR n' EL 18.5 EL 18.6 EL 18.4 EL 17.3 1 m I -Xj 12.S PROPEL \O� Z 150'NO SEPTIC �Y WELL o �(��V- 0 DRY Gn VV I O I�TI S7K.. .STK. / \N°7 O ��/��`V� ' I / LP GAS � � EL 16.7 �C O EL 18.6 / Z 7k I ` EL 17.8 . •i 1 O(17.5) (17.0) DWELLING p� I 1`\ I 24.0' WNVELL WATER CESSPOOL IN REAR CONCRETE WASH OUTAREA I OVER 150' 15.0' o GARAGE IN BED OF PROPOSED DRIVEWAY. CL14.7 O I N N PROPOSED DRIVEWAY WELL n \� ...1......... m ; co O �\ N•::PROP..... WOOD 4.0' 4.0' S' 41.0' I \ EL 18.3 a• POOL:•::• #1855 STOOP FOUNDATION EL MI LOCATION o DRY WELL I AUG.21,2024 �� 8'x5'DEEP � o TOP FND EL 17.8 a:/ LOT 44 IDWELLING �\ 00� _0 I WNVELL WATER IN FRONTYARD OVER 150' \ . (16.5� 53.0' 320' ONTROL PANELANDAIR PUMP EL 18.0 (17.0) CELLAR ENT. i ELEC. ERVICE TO CONTROL PANEL I `` �\ EL 17.0 � 7 ELECTRICAND AIf>,\SUPPLY HOSETOOWIS \ I I t EL 15.0 / \ (16.5) 0 I / 2SCH40 PVC VENT PIPEE �n\ J (2)8'Ox8'DEEP L.P�\ STK A w 0 J sM. F CL13.5 z ZONED R-40 ,yam \\ � U.P. 00 p NON CONFORMING LOT I o o FRONT YARD: 40' MIN zo � SIDE YARD: 15' MIN. 35' TOTAL / g'►dIN LP � F\ REAR YARD: 50' MIN I E]CPEL 17. PIPES . 0.5'S EL 17.5 \` EL 15.7 EL 14.\ REBAR / /I GROSS FLOOR AREA 3,350 S.F. + (107xl780) = 3528 S.F. MAX. FENCE S 89032'10"W -__132.00'_ _ u_P.__ _- 1.4'S o.4'E i 15? THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL I F O CL12.5 DWELLING LOCA77ONS SHOWN ARE FROM FIELD OBSERVAAONS p LP LOT 45 I WNVELL WATER AND OR DATA OBTAINED FROM OTHERS DWELLING WELL WIWELL WATER LP O CESSPOOL IN REAR._ AREA: 21,780.00 SQ.FT.or 0.50 ACRES ELEVATION DATUM: NAVD88 OVER 150' I OVER 150' UNAUTHORIZED ALTERA77ON OR ADD17YON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY S T WNV I WELLNG._,,ELL WATER ..._ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7TTLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION I WELL LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE D M ^� (rlv/`,_ THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7I0N OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS I D AND/OR SUBSURFACE S7RUMURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OR LOT 44 CERTIFIED TO: BURT DORFMAN; I MAP OF. GREEN ACRES J AUG 2 2 2024 FILED:APRIL 13,1962 No.3540 SITUATED AT.ORIENT BUII.DING DEFT. TOWN 0F:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYII4G, PLLC Qj SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design TOWN>;7F SOS I� * P.O. Box 153 Aquebogue, New York 11931 FND.LOCATION 08 21-24 FILE 8 224-43 SCALE:1"=30' DATE:APRIL 5,2024 N.Y.S L ISC. NO. 050882 PHONE (0.91)298-1588 FAX(631) 298-1588 REVISED 05-31-24 dzo' S.C.T.M. NO. DISTRICT. 1000 SECTION: 15 BLOCK: 1 LOT(S): 10 co i NORTH SEA DRIVE I WELL o I/ #R-24-0688 / W / VACANT DWELLING I W LOT 43 WMELL WATER IN FRONT YARD / X W tv LU tT I DWELLING OVER 150' I WMELL WATER -I 0.9'E U) N 89032'10"E 132.00' STK. CESSPOOLIN REAR OVER 150' WELL I I x i2 s 150'NO SEPTIC I i — I z 0 o � — I o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES i � 2.5'E V oN L.P.GAS �\ 3 °m APPROVAL OF CONSTRUCTE6 WORKS FOR i � POOL � e�� /h - -e EQP. h1 m ASINGLE FAMILY RESIDE► CE ® z 2.1'E > I DWELLING ` :: 24.4'::::::::.• WNIELL WATER ♦ 6/13/2025 p�' I R-24-0688 \ I ........................ ' I CESSPOOL IN REAR Date _ H.S.Ha7 Ref No. \ : .. N /ISELG. BLUESTONE OVER 150' \ r.:;.:GARAGE:::! DRIVEWAY WELL The sewage disposal and eater supply facilities atlthis location have been F \ w SHOWER BLOCKCURB u inspected and/or certified by this Department or othe r agencies and found ° \� o WOOD 4.0 =`":::::3.9' � O .�:.Z..:•::. STOOP to be satisfactoryFORA MAXIMUM OF 6 \O W ::=o ;:;: .............................. .:...:'c ° • I w :::[7 a ......2 STY FRAME::.. m 2 :•::Z::•:::•::• a. DWELLING#1855:::: URYV`LL LP ::o LOT44 182 JOY��ANPAI, P.E., CHIE-F SLATE ::: 0 DWELLING \ PATIO = Offlcc- of Wastewater Manage m ent WNVELL WATER IN FRONT YARD \ OVER 150' E M CELi�AR ENT.�- 'Co / 40 o { sz.s' \ ��----bo ELEC. o U.P. Ca (2)8'Ox8'DEEP J --zs's' METE i O LF ' I 0.1'N PIPE 0. ' 0.7'N _---- EBAR -- GROSS FLOOR AREA ®ti O - D.5'S S 89032'10"W 132.00 U.P. 3.350 S.F. + (l O%xl780) s 3528 S.F. MAP 62 L 1 4,S FENCE X OWE THE WATER SUPPLY, WELLS, DRYWELLS ANDO.EE� P00L I I I DWELLING LOCA77ONS SHOWN ARE FROM FIELD OBSERVA)h ° LP LOT AND OR DATA OBTAINED FROM 07HERS. wN�ELLwnTER DWELLING WIWELL WATER I OLL CESSPOOL IN REAR AREA: 21,780.00 SQ.FT.or O.SOACRES £LEVA77ON DA RIM: NAVD88 OVER 150' I LP I OVER 150' S.j DWELLING UNAUTHOR12ED ALTERATION OR ADDITION 70 THIS SURVEY IS A WOLA77ON OF S£C77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURREY WANELL WATER MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N I WELL LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSATU7ION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SP£CIRC PURPOSE AND USE THEREFORE THEY ARE LP NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC7701V OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSCALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR LOT 44 O vEVv CERTIFIED TO: BURT DORFMAN; MAP OF GREENACRES FILED:APRIL 13,1962 No.3540 N z G SITUATED AT.ORIENT Q REV.WATER LINE ENTRY 06-13-25 TOWN OF:SOUTHOLD REVISED 06-10-25 KENNETH M WOYCHUK LAND SURVEYING, PLLC FINAL 05-28-25 SUFFOLK COUNTY, NEW YORK c^ c5oE5z JQ Professional Land Surveying and Design FND.LOCATION 08-21-24 P.O. Box 153 Aquebogue, New York 11931 REVISED 05-31-24 FILE f 224-43 SCALE 1"=30' DATE:APRIL 5,2024 N.Y.S LISC. NO. 050882 PHONE (e31)298-1588 FAX(631)298-158e I. DISTRICT: 1000 SECTION: 15 BLOCK: 1 LOT(S):10 0 I NORTH SEA DRIVE WELL Y, 0688 J / W VACANT _ z -15O P WANELLWATER N FRONTYARD LUNG ' I IWi. LOT 43 OVER ISO ' DWEL 1 tEN WANEU 32'10"E 132.00' STK CESSPO( OVE zo WELL 150'NO SEPTIC I _ o N L.P.GAS / o m :'FOLK COUNTY DEPARTMENT OF HEALTH SERVICES i 2.5'E 6` APPROVAL OF CONSTRUCTE6 WORKS FOR i POOL ASINGLE FAMILY RESIDENCE II ® EOP / z 2.1'E I DwELUI 24.4' .:? : WMELL V CESSPOOL 6/13/2025 `::`?">::>::?:: OVER H.S. Ref. No. R-24-0688 \ I .'...'...«';: ;:rN \ •m BLUESTONE GARAGE.... DRIVEWAY wELL sewage disposal and water supply facilities atlthis location have been \\ z SHOWER BELG.BLOCK CURB I„'y acted and/or certified b this Department or of era agencies and found ° \\ o •':'o'•i.:.?: wooD 4.01:.......................: : l .9 INS Y P 9 \O STOOP `satisfactory FORA MAXIMUM OF 6 tEDROOMS. ::<oO: ; ::.:'t '' '.t".?`.:<.:.: g o.:::. I - o :::r, , 2 STY FRAME::: < ORMELL _ "'?:' i. :"'DWELLING � p LOT44 1 JO '. THAN PAI, P.E.,CHI F SLATE 0 DWELLINGPATIO _ Office of Wastewater Managerflent WMELLWATERINFRONTVARD \ ............................... OVER LSD E ...::•::•3z.3':•::•::•....... 1 '40.7 \ I� I \ PUNe \ c AR ENr. C r W, SO.S6G.8 34.5 Gu 0 F\ �\ O 21.5 F oDP LP 62s 31. ELEC� o U. I (2)VOWDEEP � 29.6 METER I 0.1'N ` EBAR ' PIPE 0.' 0.TN LiDA FLOOR AREA FENCE 132.00' U.P. (to7cxtT[w)o 3528 S.F.MAX. I — o.s's S89°32']0"W It— tN x 0.4'E PPLY, WELL$ DRYBELLS AND CESSPOOL I " I DWEI WN) ARE FROM FIELD OBSERVATIONS O LP LOT45 I WANEL OBTAINED FROM OTHERS DWELLING _ WMcLL WATER I WELLCESSP OSO.f7.Or0.50ACRES E2EVA77OVDA7UI- NAVD88 OVER160' I LP I C L7ERA17aV OR A&WRON 70 7MS SURVEY IS A NOIADQV OF SECRaV 7"OF THE NEW t'OW STALE EDUCADQV LAW. COPIES OF THIS SIRL£Y $T wN A E ,a THE LAND S.NVEYQRS EvaossE'D SEAL SHALL NOT BE OQVSOMM 70 BE A VALID TRUE COPY. GUARANTEES INDICATED NFREW SAILL RUN N ELLWATER WA RSON FOR NHQV 7HE SJRWY IS PREPARED AND GV HIS BEHALF TG THE 71 E COMPANY,GOVERNMENTAL AGENCY AND LENMNG MIIIUDON I WELL AND IO THE ASRGNEES OF THE LEMXNG INSRTUUO14 WARANIEES ARE NOT 7R0IN7 RABLE 000MONS SHOW HOWOM FRLW THE PROPERTY LINES 70 7HE SWC7URES ARE FOR A SPEaRC PURPOSE AND USE 7HEREFQRE THEY ARE LP I NQVUARNT 77VE A pERTY ONES QP ro OLVDE THE OWCRLN OF F1w=AW117oNAL S7RUCTUREB OR AND OTHER RMPROVEHEN75 E4S.YEN75 -ACE S7RUORIRES REM WED QP LNRECaWED ARE NOT GUARANIE W UNUE S FHWCALLY EVIDENT QV THE PRFAOSS AT INE DNE OF SURVEY I p I0(.Ij r10 S jO UTAO_L 44 OF NEW CERTIFIED T0: BURTDORFMAN; }USu11jeClaa Bu1f31lrig ACRES aP�tNyO,p 1962 No.3540 CO�� `� C. ENT i x F REV.WATER LINE ENTRY 06-13-25 5zoz N n r OLD REVISED 06-10-25 4TY, NEW YORK `2 a ffi�Nofemdo ed Land LAND 301nd DWG, PLLC FINAL05-28-25 { S 050882 Q- L� J P 0 tH O1 3 Aquebogae.N York lE 11031 FND.LOCATION 08.21-24 ~ SOALE:1"=30' oATEAPRIL 5,2124 1 N.Y.S.LISC NQ L1508B2 PH=(631)2N-1585 FAX(631)298-1558 REVISED 05-31-24 Generated by REScheck-Web Software Compliance Certificate Project 1855 Greenway east Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,743 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false i� Construction Site: Owner/Agent: Designer/Contractor: } 1855 Greenway east Burt Dorfman Robert Higgins Architect Southold, NY 50 HIDDEN ACRES PATH WADING RIVER, NY 11792 Compliance: Passes using UA trade-off Compliance: 5.0%Better Than Code Maximum UA: 416 Your UA: 395 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. '(Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Perimeter Gross Area Cavity Cont. Prop. Req. Prop. Req. Ceiling: Flat Ceiling or Scissor Truss 1,976 30.0 0.0 0.035 0.026 69 51 Wall:Wood Frame, 16" o.c. 2,592 21.0 0.0 0.057 0.060 122 129 ? Door 1: Solid Door(under 50% glazing) 79 .0.400 0.320 32 25 Door: Glass Door(over 50% glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window: Wood Frame 325 0.300 0.320 98 104 SHGC: 0.30 Floor:All-Wood Joist/Truss 1,424 30.0 0.0 0.033 0.047 47 67 Floor 1:All-Wood Joist/Truss 44 30.0 0.0 0.033 0.047 1 2 Floor 2 above garage:All-Wood Joistffruss 541 38.0 0.0 0.026 0.047 14 25 Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here' consistent with the build' plans,specifications, and other calculations submitted with the permit application.The proposed b I i g has been designe meet the 2018 IECC requiremen in REScheck Version : REScheck-W th the mandat r quirements list n the REScheck Inspect' heckli FOB_ Name-Title .< Sig ture ate r 1 t 1 t S Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web ISJ( Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the,REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified, Freld Ver�fred s?Com lie Commm tons" #'"' Pre Inspection/Plan Review `.-' p ents/Assu p, Velae 103.1, Construction drawings and w 3` r❑Complies ;Requirement will be met, 103.2 .documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the U building envelope.Thermal :e j❑Not Observable envelope represented on ;;❑Not Applicable ; ;construction documents. �. 103.1, lConstruction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable a❑Not Applicable 40) Systems serving multiple, dwelling units must demonstrate compliance with the IECC f Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies :Requirement will be met. 403 7', ;:sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PI12]2 : on loads calculated per ACCA p Cooling: Cooling: bNot Observable ; Manual J or other methods I Btu/hr Btu/hr j approved by the code official. ❑Not Applicable 3 Additional Comments/Assumptions: 1 I High Impact(Tier 1) <2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 3 of10 Section x # Foundation Inspection Complies Commentis/Assumptions 303 2.L A protective covering is installed to ;]Complies Requirement will be met. protect exposed exterior insulation ,]Does Not s' and extends a minimum of 6 in. below F grade. ;DNot Observable; I]Not Applicable 403.9 Snow-and ice-melting system controls,!❑Complies Requirement will be met. installed. i]Does Not 111111 �DNot Observable DNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 4 of10 Section , PlanV s erifietl Fieltl Verified " ` # Framing/Rough-ln Inspection Complies Comments/Assumptions Value Value ! p v table for values f U- U- ❑Com lies ,See the Envelope 402.1.1, !'Door U-factor. ; ; ; Assemblies 402.3.4 f ;❑Does Not [FR1]1 1 = ;❑Not Observable ; ❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). 1 1 ❑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 ':'❑Does Not with the NFRC test procedure or r []Not Observable taken from the default table. ❑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. + /J >❑Not Observable ; .,-I❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 �is listed and labeled as meeting sq❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable jor has infiltration rates per NFRC Y I400 that do not exceed code 'e❑Not Applicable ; (I limits. 402 45' .IC-rated recessed lighting fixtures °')❑Complies ;Requirement will be met. [FR16] ,,sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. 1❑Not Observable ; 1EINot Applicable ; 403.3.1 Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 i insulated >= R-8 where duct is R ❑Does Not >= 3 inches in diameter and >_ ¢ R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable lthe building insulated >= R-6 for "' r diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter l❑Complies ;Requirement will be met. [FR13]1 (boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable J International Residential Code, as ❑Not Applicable ; applicable. a_ 403.3:5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15F ducts or plenums. ', 'E❑Does Not ' 1 J❑Not Observable ; ❑Not Applicable > 403.4,, j HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. above 105 °F or chilled fluids I below 55 °F are insulated to zR- ; ❑Does Not ` 3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1- j Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable ; 403.5.3 ': Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 5 of10 Section Plans Verified Fieid Verified # 4 Framing(xRough-ln Inspection Complies? Comments/Assumptions,1. Value f ue r Val '403 6 ` Automatic or gravity dampers are 2 t , ❑Complies ;Requirement will be met. [FR19]z installed on all outdoor air 3❑Does Not intakes and exhausts. y ❑Not Observable ¢j❑Not Applicable 1 l Additional Comments/Assumptions: t 1 High Impact(Tier 1) IMedium Impact(Tier 2). 3'`Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 6 of10 SectionS, plans Yerrf�ed Fieltl Verified # Insulatwn Inspection Value Value Comments/Assumptions ti.. &'Regap � _ ;3031..; ,.1All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 Jor the installed R-values I❑ . ' Does Not provided. ❑Not Observable g „z ❑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. [IN1]1 ❑ Steel ❑ Steel V :[:]Not Observable ❑Not Applicable 303.2, !Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and i❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor [:]Not Observable i 'framing cavity insulation is in [-]Not Applicable contact with the top side of r , sheathing,or continuous insulation is installed on the ; 4 underside of floor framing and extends from the bottom to the top of all perimeter floor framing � j I members. 402.1.1, Wall insulation R-value. If this is a: R- R- 1❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E iwall insulation on the wall ;❑ Mass ❑ Mass UNot Observable [IN3]1 `exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel I❑ Steel i❑Not Applicable ' I I 303.2 Wall insulation is installed per -"❑Complies ;Requirement will be met. [IN4]1 (manufacturer's instructions. ❑Does Not -)❑Not Observable 1❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2:" Medium Impact(Tier 2) 3`'Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 7 of10 Section t Plans Uer�fied Field Verified #, Final Inspection Prov�slons Complies Comments/Assumptions,:, & Re" ID. \lalue Value 402.1.1, ;Ceiling insulation R-value. R- R- {❑Complies ;See the Envelope assemblies 402.2.11 1 ;❑ Wood '❑ Wood ;❑Does Not table for values. 402.2.2, ' 402.2.E i❑ Steel ❑ Steel ❑Not Observable j [FI1]1 :❑Not Applicable i I I 303.1.1.1,;Ceiling insulation installed per ';❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. Not [FI2]1 i Blown insulation marked every 300 ft2. ❑Not Observable '!❑Not Applicable 1 402:23 :°'I Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]z `. insulation include baffle adjacent "F ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable r :r ❑Not Applicable 402.2.4 ;Attic access hatch and door R- 1 R- ;❑Complies ;Requirement will be met. [FI3]1 insulation?R-value of the ;❑Does Not adjacent assembly. ❑Not Observable I I i ;❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 1 ACH 50 = 1 ACH 50 = !❑Complies :Requirement will be met. [FI17]1 i ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable 1 !❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 !❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total leakage measured with a ;❑Not Observable j pressure differential of 0.1 inch I❑Not Applicable lw.g. across the system including ;the manufacturer's air handler enclosure if installed at time of i jtest. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch I I iw.g. across the entire system iincluding the manufacturer's air handler enclosure. 403.3.4 i Duct tightness test result of<=4 cfm/100 I cfm/100 1❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air I I :handler @ 25 Pa. For rough-in ;❑Not Observable 1 ;tests,verification may need to ❑Not Applicable !occur during Framing Inspection. I I 403.3.2.1 ;Air handler leakage designated s :I❑Complies ;Requirement will be met. [FI24]1 j by manufacturer at<=2%of ❑Does Not 'design airflow. ❑Not Observable ! ❑Not Applicable ! 403 A ,')Programmable thermostats )❑Complies :Requirement will be met. [FI9]2'� , installed for control of primary ;El Doe Not heating and cooling systems and <'.'initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable I 403:1:2 x` Heat pump thermostat installed ❑Complies :Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ' j ❑Not Observable ! ❑Not Applicable 1 403.51 Circulating service hot water v , ❑Complies ;Requirement will be met. lit]?? systems have automatic or _ ❑Does Not accessible manual controls. , ❑Not Observable ! fk.El Not Applicable ! 11 High Impact(Tier 1) 2." Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 8 of10 ' Pan 463.6"'! All mechanical ventilation system KIComplies ;Requirement will be met. fans not part of tested and listed Not Does HVAC equipment meet efficacy 3[]Not Observable and air flow limits per Table 403�2' Hot water boilers supplying heat ElComplies ;Requirement will be met. '[17126]2 through one-or two-pipe heating 0Does Not systems have outdoor setback control to lower boiler water E]Not Applicable temperature based on outdoor 0 1. 1 Heated water circulation systems ElComplies :Requirement will be met. [F1281 have a circulation pump.The E]Does Not system return pipe is a dedicated []Not Observable A return pipe or a cold wate r supply []Not Applicable G avity and thermos re syphon circulation systems a not present. Controls for 4, ':"S': circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls au ornatically turn off the pump when water is in circulation loop t et-point temperature and no demand for hot water exists. '63'*�'.L�,� Electric heat trace systems 4 ElComplies Requirement will be met. IFI'2912' Does Not comply with IEEE 515.1 or UL 515.Controls automatically []Not Observable I o the adjust the energy input t ONot Applicable heat tracing to maintain the red water temperature in the :4 6 3. Demand recirculation water []Complies :Requirement will be met. systems have controls that 'J," Does Not El manage operation of the pump E]Not Observable and limit the temperature of the ONot Ap iplicable water entering the cold waLt:r Drain water heat recovery units "t'. 4,Elcomplies ;Requirement will be met. tested in accordance with CSA E]Does Not B55.1. Potable water-side El Not Observable pressure o I ss of drain water heat LJNot Applicable recovery units< 3 psi for individual units connected to one or two showers. Potable water- z" side pressure loss of drain water heat recovery units < 2 psi for individual units connecte d to three or more showers. "'w9 404.1 90% or more of permanent ;Requirement will be met. []Not Observable E]Not Applicable 404.1' Fuel gas lighting systems have OComplies :Requirement will be met. AF12313-""'�' no continuous pilot light. E]Does Not []Not Observable JP E]Not Applicable ElComplies ;Requirement will be met. Compliance certificate posted. E]Does Not E]Not Observable d IN t A licable I High Impact(Tier 1) M ed I u m I m a ct(Ti e r 2) 3,]Low Impact(Tier 3) Project Title: l855Greenwayeast Report date: 05/08/24 Dabafi|enanoe: Page BoflO section �` � plans Verified Fieltl Verified ` � ` `" #r 5 :Final InspecUI pro�is�ons k Complies? ,Comments/Assumptions &.Re":1D Value Value 303 3 3: Manufacturer manuals for -J❑Complies ;Requirement will be met. [Fi18],` mechanical and water heating ❑ Does Not ❑Not Observable systems have been provided. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) "3<1 Low Impact(Tier 3) Project Title: 1855 Greenway east Report date: 05/08/24 Data filename: Page 10 of10 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 0.30 0.30 Door 0.40 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 VENTS: ROOF j 4"VTR P3103.1 ROOF EXTENSION 0 OPEN VENTPIFES SHALL T EXTEND MINIMUM 6•ABOVE THEROOFORWABOVETHE 2" ANTICIPATED SNOW ACCUMULATION. C 2' ••q..• P3103.2 FROST CLOSURE: 0 WHERETHE 97.5%VALUE FOR 2 OUT-SIDE DESIGN TEMP ISO DEG F 3" '3" OR LESS.VENT EXTENSIONTHROUGH A ROOF OR WALL SHALL NOT BE LESS o A 1112" :1 1/2" :1112" :11/2" ;1112' i1112' %11/2' THAN TIN DIAMETER.ANY INCREASE �11/2' �1112" :11/2"• 2' IN SIZE OF THE VENT SHALL BE MADE WASHER NOTLESSTHAN1P00T INSIDETHE THERMAL ENVELOPE OF THE BUILDING. Q Olry 2' 2' 2" = ago m Floor ao c 2 NO FL. 3• rc= 3" Drain in: rn 3" 2' 2' 0 f1iZ U) c•'�- 3' LL1 LL 3" 2" 2" Q Q Z 3" ..• LU C1 1/2' 3" :1 1/2" ;1 1/2' :1 1/2' (n DW O C) wO 1 ST FL. ,2' LU Q } r' 2" w �: Z 4'FAI 3" Z 0 W O To a New Suffolk County 3" LU LU J O $ Approved Sanitary System CO � Q O 4" PLUMBING RISER DIAGRAM Q Q = E w d � Not to Scale Q�/ o 1.PI PING SHALL BE SUPPORTED INACCORDANCE WITH SECTION P2606 Ix CO ♦0♦� X rCU � 2.PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY.WASTEAND VENTS 0.. r v/ GOw MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 oaTEa� P�p4E6I�'Rp� 1 a �"O bro A'FIy VOWS' ` Roach APPROVED AS NOTED DO NOT PROCEEL= v r DA •7• B.P.#, 5 d9 FRAMING UNTIL SURVE Y 3 0��}•6� B�: OF FOUNDATION LOCATION HAS SEEN APPROVED. NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION=TWO REQUIRED ELECTRICAL FOR POURED CONCRETE INSPECTION REQUIRED ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. Blower door ALL CONSTRUCTION SHALL MEET THE and ductwork REQUIREMENTS OF THE CODES OF NEW testkIg required. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS COMPLY WITH ALL CODES OF Must provide Manuals NEW YORK STATE&TOWN CODES D+J and S as per AS REQU"RED AND CONDITIONS OF NYS Fnergy Code SOtlMUTOWNZBA SQ=TOWN PLANNING BOAAO SOmTOWNmm Me separation ttY.&OM required as per > NYS code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 'sRusa PUCARoiNo REQUIRED OF THE TOWN CODE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE -15ee plum.bin.9 JfC( ram CERTIFICATE OF OCCUPANCY L), Corr SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 700 OF 1%LEAD. PLUMBING nUMOING WA�STE & _AIR LINES NEED TESTING BEFORE COVERING i J� G_=RAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS Y 14a. Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 0 as adopted by New York State May 12,2020, In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE >1 � Additional Code Compliance: of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately Uninhabitable attics without storage 10 inches 9 NUMBER AND TYP 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: DESCRIPTION SPACING AND e Fuel gas code OF FASTENER LOCATION;Existing building code;Property maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (With Or without Shower head Uninhabitable attics with limited storage 20 10 •C ALL CODES shall supercede the drawings and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. drawings WHETHER they are indicated on the Plans or NOT. and/Or whirl ool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING 00- 15. No backfill shall be placed against the foundation walls Bidet 1-14 a-sd BOX (2-1/2')OR 0 Additions,Alterations&Renovations:shall conform with Appendix J Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOENAIL U E until the first floor framing is in place or brace the foundation Clothes washer stand i e 2 _ 2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 4-8d BOX (2-1/2")OR C IM 40 20 2 CEILING JOISTS TO TOP PLATE 16. Double joists under parallel partitions and under whirlpool tubs. 3-8d COMMON EACH JOIST,TOENAIL � vi 3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails per 1607.8.1.1 200 �' p yg. p CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR dimensions,existing or new and be responsible for field fit. Kitchen sink (One Or two traps with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2') FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL Lo without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 00 N 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, p ) y y p g y gy y and were decks abut house framing. vehicle garages 00 C shall be installed in accordance under latest State approved Building Codes. Laundry tub (one Or more Compartments) - passenger g g 50 5 COLLAR TIES 4-10d BOX (3") OR � N All systems are to be designed, installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Q electrical or re to b subcontractors, 18. Install joist hangers at all flush structural load bearing conditions. Lavatory - Rooms other than sleeping rooms 40 10 J plumbing 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. Shower (based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O 3 N 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the p g OF EACH RAFTER OR TRUSS showerheads and bod s ra s T o 5. All New Footings shall bear on Virgin undisturbed soil with an assumed bearing capacity floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of y p y ) Stairs 40 20 _1.. of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate: 4-16d OR be the responsibility of the general contractor to verify the depth of all existing footings 5.7 zo 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL disturbed by construction. 20. All window and door headers to be 2-2x1 3-16d BOX OR0 unless noted otherwise. gpm and less 1-1/2 Roof TABLE R401.4.1 subscript I Where the building official determines that in-place soils More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL with an allowable bearing capacity ofless than 1,500 psf are likely to be present at the site, 21. Vent dryers to exterior as per Section M1502 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING O the allowable bearingcapacity shall be determined b a soils investigation. Vent range hoods as per Section M1503 STRUCTURAL MEMBERS DEFLECTION w P v v g More than 25.8 m u to 55.6 m 4 � Bathrooms/mechanical ventilation as per Section M1507 gpm p gpm 16d COMMON 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have Rafters having slopes greater than 3112 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL W U_ an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 no finished ceiling attached to rafters L1180 STUD AND ABUTTING STUDS AT 16d BOX 9 STUD INTERSECTING CTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL n/ O garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Interior walls and partitions H/180 IUJ._. All Concrete shall conform to the latest ACI standards, 1sd COMMON O area in the immediate vicinity of the bedroom and on each story of the dwelling, including 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES Floors (3-1/2"x 0.162") z basement and cellars and not less than 3 feet from the bathroom door containing a L/360 5-8d BOX(2-1/2"xo.113") W R404.1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, OR 4-8d COMMON Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal DWELLING- GARAGE SEPARATION All other structural memebers L/240 reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement WHENEVER an alteration, addition, or conversion is made to an Existing Residence, shall be provided in accordance with Table R404.1.2(8) the smoke detection system of the ENTIRE residence must be brought up to code, 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x o.1 s2) 1s"O.C.FACE NAIL SEPARATION MATERIAL H/360 � Exterior walls with stucco finish hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END UJ R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH W ) _ 0 the requirements of ASTM A 615,A 706 or A 996. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUI JALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), of the 2020 fire Code of NY. Shall be Installed outside of each separate sleeping In area Exterior walls-wind loads/flexible finishes L/140 T' P p 9 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 in the immediate vicinity of the bedrooms. combination carbon monoxide BOAF.D L=span length, H=s an height OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Go r R404.1.2(9). p g p g and smoke alarms shall be permitted in lieu of carbon monoxide alarms. L LI "� z STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL �j R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL ., LO 9'-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall TABLE R802.5.2 Z r shall be located to provide a maximum cover of 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Q O GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON W R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 24. WALL BRACING: Buildings shall be braced in accordance with EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL �Based on Table R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. 2-16d COMMON U�/)� 0 Less than 81'oot Wall Height:One#4 bar within 12 inches of the top of SLOPE SPACING V J C '9 End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN O = r rn wall and One;#4 bar near mid-height of wall. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 3-8d BOX ( n c0 t0 Figure R602.10.7. Braced wall panel connections 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL `./ Greater than 8 foot Wall Height:One 4 bar within 12 inches of the top of g p SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAV_GYPSUM BOARD SHEATHING. 2-sd COMMON n l- E M wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings shall comply with nailing schedule and Figures R602,10.8(1)&R603.10.8(2) 12 FT 1 20 FTJ 28 FT 36 FT O L Q 't 4 RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING �0 R404.1.3.3,7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 that is interrupted by wall openings shall have additional vertical reinforcement of the same size provided to transmit the applicable uplift forces in section R80211.1 from the NUMBER OF 16D COMMON NAILS 4-8d BOX ry O X Ln placed within 12 inches of each side of the opening. co roof assembly to the foundation. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL ^ r^ Y 3: 12 16"O.C. 5 8 10 13 L.L. r V J •I--+ f7] CO R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON pp p p 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL in the forms with tie wire or other bar support system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris protection N placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance with ASTM D 7158 and classified U) P p 9 Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-1od Box EACH END E N cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. 2-8d COMMON w c exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or °.o rn D 7: 12 16"O.C. 3 4 5 6 .6 C, o L" for No.6 bars;and larger. For concrete cast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel Span Panel Span Panel Span 4-16d BOX m m m 0 a 0 m 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL L� c E `m } m o w earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or L6 rn 0 I u, o o y o The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. and corn I with ASTM F 1667. Minimum number of fasteners as er manufacturer 9: 12 16"O.C. 3 4 4 5 0 w c t o m t a comply P equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 0 w a o c a�i f6 7. Base design value for visual) graded dimensional lumber:Joists,studs Rafters and All but not less than 4 per strip. 3 3 4 4 4-1od BOX °1 - u U) rn t o•° = 0 9 Y 9 12: 12 16"O.C. c� .n c � ,-, _Z Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 No 8 Wood screw o'(U o `o a `o Min.Flo for dimensional lumber=850 psi. 27. Flame Spread Index: R302.9 based anchor with 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST a'� Y`Y wall and ceiling finishes shall have a flame spread index<_200 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON aci N 2 0 ❑ o Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 9 P on center on center on center Includingbut no limited to: Deck Framing,Posts,Headers, Girders&Ledgers. Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS o t�,.s 3 0•r 3 0 3 g g &attics shall have a flame spread index-25 g 10d BOX STAGGERED ON OPPOSITE SIDES OM o o u iv c° °a ro L < len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS CONNECTION SHALL BE INCREASED AS FOLLOWS: c N Co 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 4-16d BOX 2 f0 r a� »°w `o E a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Smoke-developed Index: R302.10 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL c s � /6 N 3 or stainless steel. H C / H r HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON b o o 6 o o o o I Use Copper flashing Only against ACQ Lumber Sill Plates wall and ceiling finishes having a smoke-developed index s 450 based anchor with 16 inches 12 inches 9 inches .2 o c a .4 E m N r „ Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX ON( OR EACH END, TOE NAIL P u'�� c m E a 0 w c,) All Structural connectors i.e.simpson strong-Tie or USP,etc &attics shall have asmoke-developed index<_450 tested with ASTM E 64 or UL 723 on Center 1 / 3 1.5 z-Sd COMMON(2-1/2P) co ?:E ¢ € 0 shall be Hot-Dipped Galvanized or Stainless Steel. lenght m c a E M CD= m U 0 c W 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, 0 N@ � m a 0 o - 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 2. P RTICLE BOARD WALL SHEATHING TO FRAMING 29, SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height, 1 / 6 1.20 9. All Engineered Wood Products such as"Tres Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF SPACING OF FASTENERS Z round access areas. panels shall not be located less than 18"from a vale b. Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP installed in accordance with the manufacturers latest installation details, 9 p Y BUILIDNG ELEMENTS OF PANEL EDGES FASTENER INTERMEDIATE ROOF SHEATHING '^ Q = Fasteners shall be located a minimum of 1 inch from the edge of the panel. SUPPORTS GABLE END WALL FRAMING vJ Framing connectors,Allowable Hole diagrams,specifications,etc. TABLE 802.11 LU "Micro-Lam"Design Stress: E=1.9, Flo=2,600 psi, Fv=285 psi A permanent certificate Indicating the solar-ready zone' and other requirements of c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) F-) -0 n- "Parallarn PSL"Design Stress: E-2.0, Flo-2,900 psi,Fv=290 psi this section shall be posted near the electrical panel or water heater by the builder. 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" W U C "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi,Fv=300 psi not less than 2 inches into the building frame. Fasteners shall be located not less than ) 2-1/2 inches from the edge of concret block or concrete. J O W > g RAFTER ROOF EXPOSURE C 31 8d COMMON 6" SEE NOTE A 6" Z Z -U > O The main electrical panel shall have reserved space for a dual pole circuit breaker 19/32"-1" 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, SPACING SPAN for future solar electric installation and labeled"for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached ULTIMATE WIND SPEED _1 Z 4 "11- each sleeping rooms in basement,habitable attics, and every sleeping room (FEET) Q Q ,�,, r- shall have at least ONE operable emergency escape opening as follows: using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 1-1/8"-1-114" 10d COMMON NAILS " „ Q O F- p g v p p g 130 140 32 6 12 W � Sill height of not more then 44 inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 I,I j Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = U E A. Minimum net clear opening of 5.7 square feet. 1/2"STRUCTURAL CELLULOSIC be protected from wind borne debris. 1-112"GALV.ROOFING NAIL 3" 6" W +-+ Except grade floor openings shall have a minimum net clear 31. NEW Construction/Additions&Alterations: <5:12 Z 5:12 <5:12 a 5:12 33 FIBERBOARD SHEATHING U Glazed I- opening protection shall meet the Large Missle test ASTM E 1996 Z opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit and the ASTM E 1886 as modified in IRC section 301,2.1.2.1 5/8"STRUCTURAL CELLULOSIC 7 7 W J B. Minimum net clear opening height shall be 24 inches. 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL in detail the design, calculations, drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING �� (� C. Minimum net clear opening width shall be 20". air conditioning,ventilation, heating systems(new, existing or upgraded) ANSI/DASMA 115, Areas within hurricane prone regions: I 10- D. emergency escape and rescue openings shall be operational stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" from the inside of the room without use of keys or tools. 3j wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" WHERE Basement contain more than one or more sleeping rooms, (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 an emergency escape opening shall be provided for EACH sleeping room. EXTERIOR WALL WOOD STRUCTURAL PANELS Emergancy escape and rescue opening shall open directly to the outside -•- 6" DIAMETER A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE 1 (3) EXCEPTION: Grade floor or BELOW grade floor openings shall have ( I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a net clear opening of not less than 5 square feet. of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING - 16"O.C. 36 469 438 538 547 Label all panels and store in a clean dry area of the house. STRUCTURAL PANEL STUD 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each y ,�" CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL Attachments shall be provided in accordance with the table as follows: SPACING continuous run of treads or flight with FOUR OR MORE RISERS. � "I", "II", "III", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS EDGES FIELD 0 Handrail Height measured above stair tread nosing,shall not be less than , / W 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL v 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" O the full length of the stair from a point directly above the top riser of a flight � . 7 REFLECTIVE RED (2.5"X 0113") z to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 d ace of not be less than 1-1/2 inches between the wall I Sd COMMON NAIL N a wall shall have a s � p s (z.5"x o131°) 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" 0 0 <( and the handrail.see code for exceptions.Refer to Code for grip size specifications. DESIGN CRITERIA TABLE 507.9.1.3(1) N w 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" above the floor or grade below shall have a railing not less than 36 Inches REFLECTIVE � DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 } � Q in height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD Wind speed: 140 JOIST SPAN � CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS U NO MORE.THAN 4 INCHES APART. EXCEPT:the triangular openings formed ___ NO Of StOPIeS: 2 APPLICATION SIZE OF NAILS by the riser,tread and bottom rail of the guard rail at the open side of a stairway - DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS ORIENTATION TO MEMBERS �� Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through, ,� 7/16 min. structural plywood 1/2"DIA.LAG SCREW Open sides of stairs with a total rise of more than 30 inches above the floor or '"� ---"" ....�„ .�-.- Panel Attached to Roof pitch: per plan 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS &1/2"MAX. SHEATHING " grade below shall have guards not less than 34 inches in height measured 1/2 WALL EITHER DIRECTION 16"O.C. Lill vertically from the nosing of the treads. DESIGNATION FOR STRUCTURAL cc Frame In accordance Bldg Length per plan " COMPONENTS THAT ARE OF 1/2 8' 16 4 TRUSS TYPE CONSTRUCTIONBldg WI 1/2"DIA.THRU BOLT p p with Table R301.2.1.2 g d1h Per plan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" &1!2"MAX. SHEATHING 5/8" 7" 12" sd COOLER NAILS v 13. opethaning FALL PROTECTION: Were the.72 located above the than 24 grade or other the finished face below on hie REext for GIRDERS AND STROKE WALL EITHER DIRECTION 16"O.C. opening is located LESS than 24 inches above the finished floor and GREATER F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 BEAMS of New York State Nailing Sched: Table R602.3(1) 2'l"T014' 14'1"TO 16' 16'1"TO 18' TYPE"x" AT 1-7/6"LONG 6d COATED NAILS OR of the building,the window must be provided with a window opening control device 5/8„ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS, PERPENDICULAR SCREWS SHALL COMPLY WITH 13' 11" 10" HABITABLE ROOMS that compiles with R312.2.2 Window Opening Control Devices. "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH &1/2"MAX. SHEATHING � IRC SECTION R702.3.5.1 14. FIREBLOC:KING AND DRAFTSTOPPING: Fireblocking shall be installed in "FIR" FLOOR AND ROOF FRAMING accordance with R302.11 thru R302.11.2 and Draftstopping shall be WINDOW UNIT 1/2"DIA.THRU BOLT 24„ 21" 19„ Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. installed per R302.12 thru R302.12.1 UNDER SECTION 602 OF THE BCNYS & 1/2"MAX.SHEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for ,� N Fireblocking materials R302.11.1 shall be as follows: TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. 1. Two-Inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2,1(1) 2. 1/2"gypsum board 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance .--� with the 10 foot horizontal fireblocking in walls constructed using parallel Applicant shall provide'engineered wood placard rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. 4, cellulose insulation installed and tested in accordance with ASTM 1119 or PLYWOOD STORM PANEL I� r-+ 0 03 UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL `n> Pre-Engineered Wood Construction And/or Timber Construction . M i for new dwelling and/or any addition, alteration l P f t l N G t f eer o General or Panel i o TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 R OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. of the structure for field inspection r"� 't CLASS OF MATERIAL LOAD-BEARING PRESSURE O M Crystalline bedrock 12,000 psf Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel I and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) Sand,silty sand,clayey sand,silty glravel and clayey gravel (SW,SP,SIM,SC,GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Clay,sandy clay,silty clay,clayey sillt,silt and sandy silt II ML,MH and CH) 1,500 psf o WIND WINTER ICE SHIELD AIR MEAN f GROUND SPECIAL SEISMIC FROST FLOOD FREEZING ANNUAL SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT SNOW WIND DESIGN WEATHERING LINE TERMITE a.When soil tests are required by Section R401.4, LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP the allowable bearing capacities of the soil shall be part of the recommendations. ZONE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 140 P NO NO NOM B SEVERE 3'-0" MODERATE HEAVY E 11 YES NO 1500 or less 52.1 (�fgpt0 are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. M. In accordance with Section R301.2,1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0 F N � O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.21 for sites at elevations up to 1,000 feet. 1� ' Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk catagory II from ASCE 7-17 Figure 26.5-1 B t I Extent of header(two braced wall segments) Outside Elevation 0+ Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation C N TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o L T= rn a = 'C ° o _I fasten king stud to header with CL e e a Min.3"x 11 1/4"net header Header e ° ° 6-16d sinker nails CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° > shall occur at top of wall C� • _ _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG ° ° ° ° fasten top plate to header with — E . — = �.= — —'• - •— — -�� PER TABLE R602.3(3) FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE RACED WALL PANEL two rows of 16d sinker nails 3"o.c. ,I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL Header shall be Top plate continuity is @ I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2Cn •I I•I 1' VARIES BY FASTENERS king stud with Braced wall line `- I I 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated Minimum 40001b header-to-jack-stud ,I I•I 1.1 METHOD CS-WSP: t ° y with 1/2"wood , O1 X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening 00 AS PER TABLE R602.3 3 m structural panels ° ° •I I'I r ( ) Z ° L �o pattern as shown and 3 in.o.c.in all framing(studs and sills) ° ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — ° o, •! I I Sd @ 6"O.C.ALONG ° ° 0 Q) WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG m c Minimum 40001b header-to-jack-stud strap •! (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER b ° E on both side of opening opposite side of Panels lice edges shall occur over J BRACED WALL PANEL ro U) sheathing p g O 3 ,1 AT 6"O.C.ON EDGE AND 12" O.C. ° L ° 9 ° ° and be nailed to common blocking IN FIELD BRACED WALL PANEL °t ° Min.Double 2x4 framin covered with minimum within the middle 24"of the portal- p • I• BRACED WALL PANEL BRACED WALL PANEL x a� °°° ° ° o o ° g ° H I I 1' BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL r i, 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing ° i° with 8d common nails @ 3"o.c. in all framing is required in each panel edge. L— _ 11 SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG : i (studs,blocking,and sills)typical if needed I— I•I 3-16d @ 16"OC ALONG i° ('D I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH i° W l'1 1•I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3 16d @ 16"OC ALONG @ i 2'to 18'(finished width) 1' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or Min.length 16" 2x6 King&Jack stud ill"min.thickness wood structural � �O�//�� _ _ _ _ ,Fi. _ _ _ J: SHEATHING ! per Table R602.10,5 panel sheathing z v� _ CONTINUOUS RIM OR ! Min double 2 x post J — — — — — - 4: CONTINUOUS RIM OR END JOIST I° No.of jack studs per W • I• END JOIST I VERTICAL JOINTS IN PANELS SHALL OCCUR ° Min. 2 I'I I ( )2x4 t yp Table R602.7(1&2) O �j •I II OVER AND BE FASTENED TO COMMON STUDS. i° i° Min. (2)1/2"Diameter anchors •I I,I ! I 1• HORIZONTAL PANEL JOINTS IN BRACED 4 2-16d NAILS EACH SIDE in per section R403.1,6 O 7 WALLS PANELS SHALL OCCUR OVER with 2"'x 2"x 3/16"I I fplate washer L ,1 INTERIORLl AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING r , THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING v SPACING CONTINUOUS ALONG LENGTH •I NAILING !.! I f I� AGAINST THE OUTSIDE SHEATHING OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 7 r/� !�! I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG 'L v, O BRACED WALL PANEL , < •I I•I I'1 l 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Q W C7 'I 1 I I I !• •I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) Attach Sheathing to 1 FIGURE R602.10.8(2) g W Q �" r- 'I f I I I I• )SPACING -6" Band or Rim joist with nail sole plat Attach Sheathing nail sole plate I BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN SD common vials to joist per Band or Rim joist wi to joist per z • EXTSHEATH'G PARALLEL TO FLOOR/CEILING at3"o.c.Topan °° °'° p j . `� PANEL JOINT PERPENDICULAR TO FLOOR/CEILING Bottom sub Floor g g r FRAMING _ _ nailing sched. 8D common vials — —° nailin sched. at 3"o.c.Top and Rim Joist Q 1 FRAMING ° ° ° ° Rim Joist Bottom ° ° ° � ° -��per Plans W FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° �-Anchor Bolts and � W O o � BRACED WALL_ PANEL AS PER Holdowns per plans �/ V o Co 1 TABLE IR602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 V A-J `C L0 OLD 0 04 CEILING OR coO X 0 6 1-114" gals. x 20 gage �- -I.- m 00 FLOOR JOIST DIRECTION Simpson ENDWALL—► H2A Stud To Rafter coil strap with (5) 8d common ri FF ENDWALL Connector _ Were the distance is SIMPSON H2A iv nails in each end at each rafter. E 0 T between 9-1/4 to 15-1/4 at each Rafter. With UFLOOR AND CEILING JOISTS Typical Metal provide blocking @ �� c 2 y DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° r'� A Strapping braced wall panels A JOISTS SEE PLANS at Openings - p " " PROVIDE@STRUCTURAL RIDGES a' I c d `o a iv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field �,� Y E �� r Simpson L-50 on each side of rafter T o �_ ° Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o �.�� ° ° plywood sheathing °�� Schedule Dwg-1 2 °..- BLOCKING shall have Solid Blocking C V O s OC7 °w O TYPICAL @ all Plywood Joints 'mmco•o oo �' m `- `o AT 48"OC 2-BAYS IN SIMPSON H2A '� ° N 2 U ° 3 O O O Y > aY O Solid blocking between at each Rafter. With 1-1/4 X 20 Ga a Metal Coil w V ° 3 L = _ 3 ° BLOCKING @ 48 INCHES ON CENTER gct— rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails °° 1 I Z 16 �,a,: 2 N- plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° y _ _ M �; SECTION A-A in each end. catch jack studs ° s= °a 3 ° € along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks 0 c ° ° _ " ° O U U''L panel. and window or door Header. o o _ ° t� Comer Holdowns c c °•-• o E t Less than � � s �w � r= E � 6 for locations plans Typical each side and ALL Gable End Wall r U ° _L) to _ for locations or Equal END WALL BLOCKING DETAIL "I windows and doors. r o t 0 FOR FLOOR AND CEILING BRACING if required to 12 U En co a' H- Cc E o..=_o RIM JOIST BLOCKING BETWEEN RAFTERS 0. BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & COLLAR TIE OR RIDGE STRAP TO RAFTERS R802.4.6 FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, z BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS NTS THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE (f� O EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT W I.. AMAXIMUM OF 4 FEET ON CENTER.NAILING(REQUIREMENTS WALL TO HEADER STRAPPING COLLAR TIES SHALL BE NOT LESS THAN 2 INCH CBY 4ENTER. INCHES U) I-- '0 n NOMINAL,SPACED NOT MORE THAN 4 FEET ON CENTER. W U ❑ RIDGE STRAPS IN ACCORDANCE WITH O W Cn 4 PER NAILING SCHEDULE. N.T.S. 6 7 8 g TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. z z ___I Cp WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE V _ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. Q I z Q CONTINUOUS FLASHING W � O ~ t;",) W EXTENDED 2X P,T.LEDGER; MUST BE ONE SIZE PAST JOIST HANGER GREATER THAN DECK JOIST AND C) z ~ '= NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT W .--_I Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH C� PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) POST TO HEADER CONNECTOR 12" Min see Schedule on DWG-1 EXTERIOR OR TIMBER TECH- TIMBER TECH- RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL I I I I�_ the inside face of the band joist. SIMPSON ABU POST OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER 4"TREATED POST 0 CONCRETE BRACKET OF SPAN ONLY COMPOSITE DECKING COMPOSITE DECKING GALV. DECK HANGER SIDE COVER 2"MINIMUM G: 0• NOTCH GREATER CLEAR ATTACHED PER ATTACHED PER SIMPSON LUS26 @ 2X6 THAN 50°/ MANUF.SPECIFICATIO I I MANUF,SPECIFICATIO I I 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 2X8 2 1/2"GALVINIZED CARRIAGE BOLTS ° @ R SIMPSON SD STRUCTURAL (PERCENT)OF S THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X1 D PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE I I JOIST W/ GRADE CONNECTOR SCREW METAL TIE FASTENED ACROSS AND �� 1/2"DIA.GALV BOLTS W/ -- _ 2X LEDGER WITH FASTENERS IN ACCORDANCE ADHESIVE ANCHORS:HIGH-STRENGTH TO THE PLATE AT EACH OF THE Use 1-1/4 Metal ❑ 2"MIN. 0 OCK WASHERS. WITH TABLE R507.2 EPDXY ANCHORING ADHESIVE FOR NOTCH PWITHLAT ATE NAILS EACH SIDE "' W `V USE WITH THREADED ROD Coil Strap 20 Gage 7 2 1/2"MIN. 2 X JOIST SIMPSON DTT1Z W/(6)1/4"x 1 1/2"SD SCREWS " O - _ "MAX. ; ,0 2x RIM JOIST ATTACHED W/ I ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z_ MECHANICAL WEDGE AN SIMPSON Q i 12 Min (5) 8d common nails z "MIN. (3)#10 X 3"WOOD SCREWS co NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR ;. co 2"DIA.CAST-IN-PLACE TOP PLATES D3 MAX. in EACH END at N • AND TWO WITHIN 24"OF EACH END OF DECK M C ❑ Q CONCRETE FOOTING,DOWN 6 MAX. �„ EACH Stud. N 2 1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST " TO VIRGIN SOIL IPE 2"MIN. 8d 6" oc Alon W w 3 OR FOOTINGS MUST (MIN 36"BELOW GRADE) g N J THRU BOLTS BLOCKING o. BEAR ON PER R507,3 FOR DECK FOOTINGS D3 MAX. Braced Wall Panel }- > Q SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS UNDISTURBED Q W U W/WASHERS OVER BEAM POST GIRDER E ;° ALLOWABLE LOAD PER TIE: 1,825LBS SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL FIGURE R602.10.8(1) U) BETWEEN EACH POST GIRDER NOT LESS THAN(2)LOCATIONS WITHIN 24" CONNECTOR (MIN 36"BELOW GRADE) SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP JOIST OF EACH END OF DECK: MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION (@, PORCHES & DECKS NTS FIGURE R602.6.1 R502.8 NTS Z OR HEADER TOP PLATE FRAMING TO DECK / GIRDER & RAILING DETAIL R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS H 1-1/4" x 20 gage G-185 DECK: STAIR 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap p p Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails w � 507.9.1.3(2) _z FASTENERS at each stud at each stud with (5)-8d common nails �I � TOP PLATES TOP PLATES w IN 2 ROWS Strap may be attached OVER �I �' at each stud the plywood OR directly to Strap may be attached OVER Strap may be attached OVER GRADE U © OO Qo 0 5.5"MIN FOR 2X8• Studs. the plywood OR directly to the plywood OR directly to w 5"MAX 6.5"MIN FOR 2X10 Studs. Studs. o STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 o - z BORED HOLE MAX. DIAMETER 60% -- UO OQ O @ N rap strap under sill 10"x LENGTH OF STEP a N — ►---I a, � DIAMETER 40% (PERCENT)OF STUD and attach to sill plates CAST-IN-PLACE FOOTING p • Q > M (PERCENT)OF o DEPTH 0 P �� BLOCK SOLID UNDER BOTTOM RISER r� STUD DEPTH „ 3-16d @ 16 oc Along 2°MINL c BETWEEN JOISTS -d �j00 5/8"MIN. 5/8"MIN. 5/8"MIN. /8"MIN LAG SCREW OR THRU-BOLT "w Braced Wall Panel - -r r o •.• 3/4"MIN - - ° , TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD '40 =III=III = ` FIGURE R602,10.8(1) TYPICAL STAIR FOOTING DETAIL NOTCH MUST NOT 1-III=111 ° ° N 0 EXCEED 40% 0 NOTCH MUST NOT I �— � EXCEED 25 /° �1 (PERCENT)OF 0 (PERCENT)OF I 0 ED AR STUD DEPTH STUD DEPTH ti Xz PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD /� O IF HOL E IS BETWEEN BORED HOLES SHALL 40%(PERCENT)AND NOT BE LOCATED IN PER FIGURE R507.9.1.3 (1) STRAPPING . , tK BORED HOLES SHALL THE SAME CROSS ' ' Wrap strap under sill 60%(PERCENT)OF SECTION OF THE CUT Applies to Garage Wall and ' �" °' - NOT BE LOCATED IN — — THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD * and attach to sill plates sruD MUST BE DOUBLE • DISTANCE CAN BE REDUCED TO 4.5" =III=III -�; c " SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction '=u1=1 p 1-1/4"METAL -$ OR NOTCH IN STUD SUCCESSIVE STUDS OUBLED SPACING IS REDUCED TO THAT OF "=IIIIII, ° AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS . STRAPPING s1 p14 yOQ. TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL NC`' FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING BORED HOLE LIMITATIONS FOR EXTERIOR 1 $ SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 16 WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR 17 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST NON-BEARING WALLS I Fireplace enclosure Thin profile structural o insulated to topCa, heathing R-50 Cover Box pushes Cn u and out of the Rigid insulation 2X ceilingjoists of second floor heet Metal Firesto p a) MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access c thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior p CONTINUOUS BEAD Fill entire Cavity to sheathingas draftsto and lay on plyw od Batt Insul CEIING FRAMING support eal joint with Sheathing Bala Insulation dams o p OF SEALANT subfloor behind tub Tub attic hatch - R-val pp on-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking p / insulation from exterior q g SUBFLOOR GLUED,CAULKED Sealed to Air Se I _ E Continuous B� insulation requiremen access opening Sealant or OR GASKETED TO RIM floor GasketPPanel falling through � .M wall /4 structural sheathing JOISTIRIM CLOSURE of Sealant or :r" - adhesive enclosure liner sealed SEALANT Sealant access I solid blocking adhesive i at perimeter and seams. / Q a� SILL PLATE INSTALLED 1"" min Ri Id or rigid insulation WeatherstrippingLo Sealant EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp geal stairsAdhesi = Casing-� 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Airframe a 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down gap Board Sealed at perimeter with caulk Sealant 1/2" plywood DRY CEILING specs for installation manual staircase -1 a) 0) p Yw WALL finish w/ soffit material or foam c N attic hatch O 3 (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing = o RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL IC�7 PULL-DOWN STAIRCASE �- DRAFTSTOP & SEALANTAT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING _."` ' - EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (c� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL Tv, O TO BAND JOISTS . 64 This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _„ - z It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, I W Refer to Manufacturer for installation manual, R-50 Insulation r,-sr,A,'lir•SG7ir Covrr _ LL � 0 ENERGY NOTES Eave baffle installed Z 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. 1. All design & construction in compliance and built accordingly to the g ( rY) adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Table R402.4.1.1-Air barrier and insulation installation. approval b a third y( ) g „ „ „ " vents. Baffle shall extend over R The authority having jurisdiction shall be permitted to determine an pp y part HERS Rater using the Manual J S & D submitted at CO. the top Of the attic insulation � � z � O energy efficiency program to exceed the energy efficiency required by this code. W Q f'- 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. LI,J O TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) f AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals "S"&"D" submitted at CO. -'^ efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION i . v! }- COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS W Z General A,continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see ' OR HERS RATER � Ln and posted on a wall in the space where the furnace is located � 0 z � requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying COnst. DwgS 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. d W Exterior thermal envelope contains a 9 p q SEALANT ', W J � - continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. I W O O a) 11. (R403.3.5) Building Cavities (Mandatory) W Freaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall O _ C rn sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs n 4- `C Lo Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) LO - ' Heated water circulations stems shall be in accordance with Section N1103.5.1.1. r °. 5. Installation -the components of the building thermal envelope shall be installed in Y installation density of the insulation shall be at the manufacturers'product p 9 p O LO 0 e0 accordance with the criteria listed in table 402.4.1.2 or re uired b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. 0 O X recommendation and said density shall be maintained for all volume of q y Automatic controls, temperature sensors and pumps shall be accessible. (Q LO LO each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". p p p . r W }, m co maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. M, installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ' through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE -4 y the cavity due to services,blocking,bracing or other obstructiong The building shall be provided with ventilation that compiles with the requirements of E.° exists,the batt product will be cut to fit the remaining depth of the o o E N Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity.Where the batt is cut around obstructions,loose fill insulation g Y pp g rn ° m` ` a E shall be laced to fill arcc surface or concealed voids and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system �, o test results shall be signed by the party conducting the test, is not operating. m o ° ° _ �, ° manufacturers'specified density. Where faced batt is used,the o o g y Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM ` ° installation tabs must be stapled to the face of the shed. There shall be N 1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy -- iu- B N no compression to the batt at the edges of the cavity due to inset ( ) Y Y INSULATION R VALUE IN r c "-.-f ' Fans used to provide whole-house mechanical ventilation shall meet the efficacy re uirements ' ..- ° ? " .o w 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q stapling installation tabs. of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC ACCORDANCE WITH - ; I ° a y Y > aY o combustion air. Factory built fireplaces shall be listed and labeled P 9 Rigid Foam or t j r ` ° ° M,M _i'3 ° Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT C --� ..•"'" P l _'�3 L o'E - ° 0 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam F I ) o° 0 ° ° = a" °z TYP. ROOFCONST. j ' � Na - � ) "r �' = density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be '- '. : ; I r _ N „ o.3 0 E provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) �`'� / I ' L a- _ _ ° o 8 o Ceiling/attic 77ie air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the s stem fro t F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 x CJ W/ INSULATION `�J I ` U.° ° W U ° °Y m 55 F o 85 sealed to drip ed '°' ' L - L= E E " ° ° ceiling/soffit shall be aligned with the air barrier. y ACCA Manual S based on buildin loads calculated in accordance with ACCA p g ' : - '° ° °' to shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS � z a ¢N o �, ° - - insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. a E ° o °L y sealed. New or replacement heating an OR HERS RATER '. ""`-- ,✓'� _ ° ° ° r ° ° ° 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value p g d cooling equipment shall have an efficiency • . -. -- it ,1 i y ° a �- ° a.= ° Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/'�� I i wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT - 1 g s shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dw in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a themnal contain only high-efficacy lamps. to late and to of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall p p P -- sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air barrier. Windows, skylights 'I7ie space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including 7'lie air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 45-55% shall be covered with a Class 1,black pernanently attached to the crawlspace walls. 0 vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) 0 taped. Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW o Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL"' ' RATE FACTORSa, b N W unconditioned space shall be sealed. 24 APPROVED WINDOW N (n J RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION �- W Q SEGMENT DEVICE CONFORM TO � W �I Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS �� FINISHED FLOOR the correct density without any voids or gaps or FaCtOr 4 3 2 1.5 1.3 1.0 2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by R312. HEIGHTABOVE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. a. For system run time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Ono Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T h b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thernal Recessed light fixtures installed in the building thermal M••I envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. TABLE M1505.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW MTI A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING <,,. �,. .; R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W cV gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO C installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: t FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE p- extend behind piping and wiring. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent toshowers and tubs shall be FLOOR AREA 0- 1 2-3 4-5 6-7 >7 JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 � U � � Q 1 (square feet) exterior wall shDwers and tubs shall separate them from the showers and insulated. Airflow In CFM COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. c�"� Z tabs. N 1101.14 (R401.3) Certificate (Mandatory) E"� H d r.., 0 ElectricaUphone The air barrier shall be installed behind electrical or < 1,500 30 45 60 75 90 .y rn .ct box on exterior wall commutucation boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w ^o Ix o HVAC register HVVAC register boots that penetrate building thermal 1,501 - 3,000 45 60 75 90 105 in the space where the furnace is located, a utility room or an approved location inside the building. pQ U N boots envelopeslkallbe sealed to the subfloorordrywall. -- caukand<,,,,, Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® �..� -E 3,001 -4,500 60 75 90 105 120 directory label, service disconnect label or other required labels. The certificate shall indicate the cn Concealed When required to be scaled,concealed fire sprinklers shall j predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components r sprinklers only be sealed in a manncr that is recommended by the 4,501 - 6,01 75 90 105 120 135 manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; EFtED qq O be used to fill voids beween fire sprinkler cover plates and 6,001 -7,500 90 105 120 135 150 = U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results c'�i � walls or ceilings. from any required ducts stem and building envelope air leakage testing performed on the building. Y g 9 g p �- y is IC = insulation contact. >7,500 105 120 135 150 165 i Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For sI: 1 square foot=0.0929 mZ, 1 CLINC foot per minute=0.0004719 m'l/s. covering the largest area. The certificate shall indicate the types and efficiencies of heating, l cooling and service water heating equipment. Where agas-fired unvented room heater, R(gi-'i,,,Lli.ri n wf,,,11,t i.5, ip o m electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ( ( r' opening and hinunum R6 i,oid „indicate gas-fired unvented room heater," "electric furnace" "baseboard baseboard electric heater," Wall Access panel as appropriate. An efficient shall not be indicated for as-fired unvented room heaters �� EW yo Weatherstripping and insulation Y g Detail electric furnaces and electric baseboard heaters. 0 I R302.13 FIRE PROTECTION OF FLOORS. FLOORASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THIS CODE TO PLUMBING NOTE: BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A ALL PLUMBING SYSTEMS SHALL BE 1/2-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH s%-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, ELECTRICAL NOTE: LIGHTING,DEVICES, LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ALL ELECTRICAL EQUIPMENT Q PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED J IN ACCORDANCE WITH PART VIII-ELECTIRCAL O EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL FOR STORAGE OR FUEL-FIRED APPLIANCES. BE INSTALLED IN ACCORDANCE WITH O 0 PART V&VI OF THE RC OF NYS. V J 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS U- 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" O 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" 3.2. FIRESLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG 7 THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED R303.4 MECHANICAL VENTILATION. z DWELLING UNIT SHALL BE PROVIDED W W PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY, WITH WHOLE HOUSE MECHANICAL U 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH 7 /> O LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 L OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. W lid Cn W_ 65'-0" > Z ozo 171-0" SIMPSON DTT2Z O O O OUTSIDE BASEMENT ENTRANCE Wl(8)1/4 x 1-112"SIDS SCREWS ALLOWABLE LOAD PER TIE: 1,825 LBS 't 8"CONCRETE WALL ON MIN 16"X 8" NOT LESS THAN 2 LOCATIONS SP CED EQUALLY O LO Z) 0 FOOTING WITH 4"CONCRETE LANDING& EACH END OF DECK 4"DRAIN TO DRYWELL,CONCRETE STAIR SEE DET 11 PG 2 r O MEETING R311.7-STAIRWAYS. m HANDRAIL PER R31 , 34"-38"ABOVE �. Cn DD NOSING. 36"HJeA GUA AIL ON 2 x 6 DECK JOISTS @ 16"oc OP OF CONCRETE WALL. 2-2 x 6 P.T.GIRDER N Dia DECK FOOTINGSIMPSON DTT2ZW/(8) 1/4x 1-1/2"SDSSCREWS SEE DETAIL ON DWG-2 0 yALLOWABLE LOAD PER TIE: 1,825 LBS o rn'- - -- -------+--r-------- -- ------- ---- I , n o ""'U - a oNOT LESS THAN 2 LOCATIONS SPACED EQUALLY 3-6 y rn m o 0 o aEACH END OF DECK - —__ — ('12" .E - E '� ` ,n o o w SEE DET II PG2 U F.D. LI HT IOR fit= -------------= T3 1 a 2 mm 2� u o U c I 1 I I Q, C O a) O O a) �,O G) TYP.DECK FOOTING A OVE d - a o W o SEE DETAIL ON DWG-2 i 2X8 DECK LEDGER m c o `� o ` N w O _ f DN 3" SEE DET. ON DWG 2 2'-0"x V-4" g `-6 ,n °a ------ -- ------- --- ------ - ------------- ---------- -----------------------------------------� _ aU yY Nz N �Y N -- -- -- ---- N 2 6 ro> _ o ao� 3 00 _ �L .. ° 3 = c c 3 c 3'-0" rn. � o --- ------ ---------00 --------- - Step Footing ,� o E— O C ------------ -------- a a maw ----- 138'-8" o 1Vto2Hmax. III row__ � N� o Or provide full height r Q N o a C M o — — — — — — — — W o t foundation walls y o a _ -o CD I 1 O U)f- I O L U•y-.. m .G= N to 1 ---- W t 1 - W r•• C_.�' Q In C N C 0 O c- O UFO W - m e aE m N� w o 01- 12 I-'L tnPp Homm6- 1-- mEa.Soa 'p O d'Z W -----------'---'---------- ------------',I W of O�Q� OW=pj A t o ¢(Z W O Z O 1 (n Q = J Q Cn 2X8 D CK o m W UNFIN. BASEMENT �" o�- Ur W a O �- w W 4" CAST-IN-PLACE CONCRETE W ¢On = _ _ JOISTS 12" OC Y O� ¢wo \ \ SLAB INSTALLED IN Z¢z= p O a m o O O ACCORDANCE WITH +- O m W IQ E}- i Oi O W O -c}�W SECTION R506 O V w p CO 04 a V >W t- T_ LLW M(n W (O 1 _X i [- O LLLL _1 2W�m Z CO~O m 1 _ UY W W Q of>-W fn 1 1 N N dU�W TYPICAL INT. W FOOTING/COL NOW fn ---- --- N O o0=1~ N 30"x30"x12"THICK p �rmz - 1 M co�WOpO U_W Q� N a.U F- I CAST-IN-PLACE CONCRETE �`� ,h o O --------` `- FOOTING&4"DIA STEEL N -z= O O OLUMN �� U F- UNEXCAVATED ! ,1 N N TYPICAL GARAGE SLAB \ , I , 1 " „ 1 1 I 1 C C 1 3 5 z 4 CAST-IN-PLACE SLAB _ 3-1/2",x 11-7/8 LVL �,,�- N W/6X6 LAB X /4"F TO T---Q---1__------------ _-- _ -- �__+__ WM M 3-1�2 x 11-718 LVL PITCH SLAB-1/4"FT TO O GARAGE DOORS 00 Q I L--------------- ' I I I I 1 I t _ 1 I --, ------- co _____ BRACE WALL ABOVE N N --- ---) ---�CONNECTION DETAIL �� DET 2 ON DWG-2 1 8-0 ;______=7 6'-91/2" 6'-811 6'-8" 8" TYPICAL 24'-411 pr------=j1 3�/2n III V 1 00 I N tJ --- O ' ) W (V 2x4 FRAME AROUND ___ ___ cr 0 STAIRCASE FROM FLOOR z W Z =T 1 TO CEILING. TREATED SHOE,-----' --- --- cn O W=vi ; W U) `-' PLATE AND GYP.WALL BD ___ ___ � ' .En �zQt~n m Q o INSIDE FACE OF WALL MIN. tt ' p (n "'O! O Lu LO -, " ¢ DROP TOP OF CONCRETE W iv 11 ATTACH RAILINGS. HANDRAILS '' --- --- O O� W W 34"-38"ABOVE NOSING. eT_ U 1 z¢z= AS REQUIRED FOR 16 --- --- L O m W F GARAGE DOOR,SEE PLAN tl > Q cn --- --- -J O W U F- 2 LL FOR GARAGE DOOR SIZE LiJ UNDER STAIR PROTECTION: W O w O 1 R302.7 1.2"GYP BD SHALL — -------- ! "' �- F-0-¢o 11 MAINTAIN REQUIRED SEPARATION BE APPLIED TO UNDER O UP in }W� DIRECT VENT STAIR SURFACES. O a.O uJ DISTANCE FROM ALL HEAT HVAC UNUT 0) W iv O C) PRODUCING EQUIPMENT TO ; n ��m z COMBUSTIBLE MATERIALAS PER DIRECT VENT FURNACE N n OM u W a MANUFACTURER'S SPECIFICATIONS or D� INSTALL IN COMPLIANCE N >Z= AND LATEST MECHANICAL CODE. W/RESIDENTIAL,ENERGY CO CD Step Footing &MECHANICAL CODE I �- Of a v o I IV to 2H max. `----------------------------------------------------- ---------- ----1-------------------------------- _-----___- Or provide full height foundation walls ` v-------- ------------------ --------------------------------- ------- ----------------------------------------------------'; I O 2X8 DECK LEDGER I SEE DET. ON DWG 2 SIMPSON DTT2Z W/(8)1/4 x 1-1/2"SDS SCREWS I U 1 W ALLOWABLE LOAD PER TIE: 1,825 LBS W 40'-41/2" - , • � NOT LESS THAN 4 LOCATIONS SPACED EQUALLY I i P1 AND TWO WITHIN 24"OF EACH END OF DECK �p co Cfl r 1 SEE DET 11 PG 2 I X F- I `,./ -f---, -----, 0 -----; 2-2x10 P.T.GIRDER ;-----, -----, ---1-, W U 1 'l - _ — — — — _ — — _1 1�J J — — — � — _ — _ —I—\_�—I— — — — — — — — I—\�..� 1— — — — — _ _ — — J ..]��/ J — — — — — — — — - L I =.,.j � ct TYPICAL FOUNDATION - 9' 0" WALLS- ( ) � 4'-4'/z' 16'-3" 4'-4'/z" � IN ACCORDANCE WITH CHAPTER 4 TYP. DECK FOOTING �..� b bA CO -� SEE DETAIL ON DWG-2 8„ CAST-IN-PLACE WALL WITH Z REBAR: PER TABLE R404.1.2 1 40'-0" 25'-011 Q x � HORIZONTAL O Greater than 8 foot Wall Height: One # 4 bar within IT 12 inches of the top of wall and One 44 bar near A TYPICALANCHOR BOLT -R403.1.6 lO the third points in the wall story. 4 MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2(8 ) ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 @ 41 inches on center. ** 1. Walls 24 inches total length or shorter connecting offset braced wall ED C ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING panels shall be anchored to the foundation with not fewer than one anchor bolt C. 9'-0" FOUNDATION WALL HEIGHT located in the center third of the plate section and shall be attached to adjacent w/ 3 - #4 REBARS CONT. 4 FOUNDATION PLAN braced wall panels at comers as shown in Item 9 of Table R602.3(1). 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE . SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2. Connection of walls 12 inches total length or bout anchor connecting 11 1 11 offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP SCALE: 1 /4 = 1 -0 The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS IV TO 2H . Item 9 of Table R602.3(1). �-f 019010 FOFF NE B I NOTE:GLAZING HAZARDOUS LOCATION: R308.4 CODE COMPLIANCE STATEMENTS: o INCLUDING BUT LIMITED TO THE FOLLOWING: >, rn SAFETY GLAZING(TEMP GLASS)IS REQUIRED 1. The windows selected for this project shall meet AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE the egress requirements of R310. C: BOTTOM EDGE OF THE GLAZING IS LESS 2. All windows shall meet Section R308 Glazing and t THAN 60 INCHES ABOVE A STANDING 0 SURFACE AND DRAIN INLET. R308.4 Hazardous locations. rn 3. Windows were required shall meet the Window Fall U WET SURFACES:R308.4.5 E GLAZING IN WALLS, ENCLOSURES CONTAINING protection requirement R312.2. 0 - ca WHIRLPOOL,BATH TUBS,SHOWERS, 4. Bathroom windows shall meet the hazardous SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM ,..J O EDGE OF THE GLASS IS LESS THAN 60" glazing requirements as per R308.4 0, a� MEASURED VERTICALLY ABOVE ANY STANDING OR 5. Stairs, landings, railings & guards shall comply -O Lo -`- WALKING SURFACE SHALL BE CLASSIFIED AS with R311 & R312 '_'- 00 PER TABLE R308.3.1(1)AND R308,3.1(2) r 6. Outside lighting shall comply with RE 3803.3 EXCEPTION:GLAZING THAT IS MORE THEN 60" 7. Stairway illumination shall comply with R303.67 v MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, and R303.8 O 3 FROM THE WATERS EDGE 8. Fireblocking shall comply with R302.11 thru R302.11.2 Z U) O SAFETY GLAZING IS REQUIRED ADJACENT TO 9. Draftstopping shall conform to R302.12 thru R302.12.1 LU L.L STAIRWAYS, LANDINGS, AND RAMPS WITHIN -36 INCHES HORIZONTALLY OF WALKING SURFACE 10. Flame spread and smoke-developed index for walls O�/ OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM and ceilings shall compy with R302.9 thru R302.9.4 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN O Z EXPOSED SURFACE OF GLASS IS LESS THAN 11. Flame spread and smoke-developed index for W 60 INCHES ABOVE THE NOSE OF THE TREAD insulation shall compy with R302.10 thru R302,10.5 OR WALKING SURFACE. 11. Recessed lighting fixtures rated for Z CO O membrane penetration shall meet ASTM Ell W Q [-- and Fire Stopping as per ASTM E814 or UL 1479 [a W O 12. Exterior Decks shall comply with R507. T_ Cn Q >_ i 12'-0" 65'-0" 0 Z r 5'-0" 6-4" 8'-9" 19'-11" 25'-0" 0 W 0 UJ U W O o Off = `0 ---------- 10- .F... � 2 0 1 4 O �"� 0 o (o o� L6 4X4 CONC � 0 X ' PAD D F.D. p TW30410-2 T 3041 T 30 10 E N 3-1/2' x 9-1/2 LVL 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 0 C m-- �� o o rn- po -------- o f2 N ------ m � m� °�` a Qo a� O .__ w E t m U)-0 `0-6 d' Q N 0::l.2 V Q73 U t9 U T I� ,-2 K1 2 CV C U tit . 2 2 Q 2 L O U C C m Ch Eo° off oov ' ,TJI 230-9.5"-Floor Joists Ccr7 16"oc CD = 0 2 (n >. c- o KITCHEN _ =N O 3 r �'E a) r n -1 Z oo oo CCOL s Ncr. O of o N CD O yyrnn Emw� �, °� X ❑ -� - N R-21 BATT ~ L L M �, GREAT ROOM of J o _ _____ iv o ! iv INSULATION a o c o J N a m O w (2 4 14 L in o LLJ cN� ~ Ww 2'z•= M G o v cU n ¢ cu I i m o � co U.- ¢ y = m = a) o g o r---_-_-_i 2 a) c (a.E m 010 m " 0 4X4 POST 3 1 3/4"x 9-1/4"LVL FLUSH x N 3'-0" t= F=z H u w Cn m tr F- m E a.S o o- °° TO RIDGE c� - - - - - - -- - - s? O 60 1R302.5.1 OPENING o U Z O BEARING WALL ABOVE �:, ' r2- o PROTECTION. fO p ¢U) INSULATED SOLID OJ of uJ CORE STEEL DOOR, v w LL 20-MINUTE F.R. !� Z o ❑ WEATHER STRIPPED& o Z Z ' ' - 16'-1" 3'-5Ys" SELF CLOSING DEVICE. `o E rn TJI 230-9 5"-Floor Joists(cry, 16"oc Z 4-3/z _ m m o ----- o -- (2)1-3/4"x 9-1/2"L L FLUSH cV E z w o X6 POST 2-2x12 % O 0 g M 14'-7" - =4% -- 4'-1" " r �,a N N cY J Pre-Fab/ Factory Built Fireplaces ________ 3'/Z� N F® R-21 BATT W: In accordance with chapter Co \ INSULATION `? w�O 10, factory-built fireplace inserts shall q Ir¢ r21-811211 /fin �c=nw be UL listed and labeled and shall be \ ------------------ 3-1-314"x9-1/4"LVL FLUSH ?________ '-0' 3'-8'/z" ' --24'-6�/z' ---------------------) installed in accordance with the - - - - - - - - - - ___ 5'/Z" 5��1 conditions of the listing. Factory-Built J ! GARAGE fireplaces shall be tested in accordance UL LISTED GAS - ; DWELLING GARAGE ❑O PRE-FAB FIREPLACE _ SEPARATION IN u ¢ _ ; ACCORDANCE WITH with UL 127. Hearths shall be installed in GLASS DOORS& o accordance with the listing of the HEARTH EXTENSION O D TABLE R302.6 Fireplace & in accordance with NYS code AS PER RESIDENTAIL ❑ -- i SEE DWG-1 FOR TABLE p CODE-CHAPTER 10 INSULATE WALLS for Hearths & Hearth extension. w O COMMON WITH LIVING ' VENT TO EXTERIOR o _N _ :L FAMILY Lu J o AREA. PROVIDE:HEAT i Lu All Fireplace shall be equipped with an o ________ o ROOM DETECTOR PER R314.2.1 o exterior air supply. Exterior air ducts o UP 15R w u ' r ' shall be UL listed. Factory Built Chimneys r a (3)1 3/a"x 14"LVL Rt z N 192X96- 8 PANEL - O N CO shall be in accordance with chapter Nco N N 10 Section R1005 Factory Built Chimneys. 3 _ N U) J c 15'-0" Q w U 2-2x8 2 2x8 2-2x8 2-2x8 f) 3-2x 10 z GUARD RAIL NOTE: -- 0 1 VV3Ub1 UEGRESS Porches, balconies or raised floor ' surfaces located more than 30 inches r above the floor or grade below shall rANIT" EVER WALL ABOVE Uri have a railing not less than 36 inches o ry 2 ryU)in height. Railings shall have Top rails and -1 U) W w u� Balusters and Bottom rails that are PnPICH NO MORE THAN 4 INCHES APART. LL J EXCEPT:the traingular openings formed C.0 .1-?xlX � by the riser,tread and bottom rail of the Guard rail at the open side of a stairway 6X6 POST are premitted to be of such a size that a 6 inch sphere cannot pass through, ----------- ----------- Open sides of stairs with a total rise of more than 30 inches above the floor or 4'-0" 4'-0" r� ll a grade below shall have guards not less V than 34 inches in height measured ,1 ~ O g 5'-4" T-2" T-6" T-6" 7'-2" 5'-4" 4'-6" 16'-0" 4-6 � � � vertically from the nosing of the treads. U 40'-0" 25'-0" ol ,l STAIR HANDRAIL NOTE: ^'.JM Provide Handrail on at least one side WINDOWS EXTERIOR FRENCH & SLIDING DRS A �My.� � o of each continuous run of treads or flight Smoke Detector h� Plans indicates ANDERSEN series 400 Tilit Wash O 4 with FOUR OR MORE RISERS. Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9, - PLATE HEIGHT stair tread nosing,shall not be less than To be designed & installed as per manufacturers co Refer to DWG-1 General Notes t r 34 inches and not more than 38 inches. specification for 140 ultimate design wind speed 1ST FLOOR PLAN All Handrails shall be continuous the full and Table 301.2(2) 301.2(3) In accordance with Section 915 of the GUARDS R312.1 0 length of the stair from a point directly 2020 IFC, R314, R315 of the Residential U above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC= .30 ii ii GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF code of NYS SCALE: 1�4 _ V _O -fj ft directly above the lowest riser of the flight, EGRESS: Shall meet R 310 OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, :-� • �.••- �L+ Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings RAMPS AND LANDINGS,THAT ARE LOCATED MORE c- S J }�� y/�► space of not be less than 1-1/2 inches With an Attached Motor Vehicle Related Occupancy THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR Substitutions made upon meeting Code. p y i between the wall and the handrail. p g AREA SCHEDULE OR GRADE BELOW ATANY POINT WITHIN 36 INCHES ?(6 ' see code for exceptions.Refer to See page one, general notes for additional HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. P Carbon monoxide detection shall be installed in a central or otherwis:approved Code for grip size specifications. code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA INSECT SCREENING SHALL NOT BE ; G' ' the entrance to sleeping areas and sleeping units in residential buildings CONSIDERED AS A GUARD. '7 �^'a ►:�i and commercial buildings that: FIRST FLOOR AREA 1280.0 sq ft. �. HANDRAILS R311.7.8 � �• GARAGE AREA 600.0 sq ft. �$tz 1. Have a communicating opening with an attached motor vehicle related occupancy, p 2. Share one or more common walls with an attached motor vehicle related occupancy,or HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE . 3. Are located one story above or below a motor vehicle related occupancy. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. OF I I Y O >1I O C O Q O w V E 0 C 2 Q) J cD tri O o0o n °O C T D L F— O N z O T W_ LJL FyQ W Q U 1= WQO pW O Fn � 40'-011 8'-011 9'-0" 8'-0" W Q Z r Ln z w T' W a C O o - � rr^^ � TEMP vJ ry O 0 cfl SAFTEY GLASS Q �n = r c — TW30410-2 EGREss TW30410-2 EGRESS V �--- �+-� ,t - --- - Q L0 c� 2-2x10 2-2x10 8-11 6-0 ill-Oil 2-0 10-0 o 00 O X L6 1 11 1 11 1 11 1 11 I II o 3Yz' 3'/z' 3YZ' - 311 'z, 1 � V) o Bedroom #3 VENTS: -1 I / \ ° o N co 2X4 PLATE ON SUBFLOOR ( co y ROOF ,]L 4" VTR o s' o"CLG HT P3103.1 ROOF EXTENSION o `O Bedroom #4 N OPEN VENT PIPES SHALL N WALK-IN _ '� Ua o o �.N-o co � o 8'-0"CLG HT TW210310-2 e In EXTEND MINIMUM 6"ABOVE g co CLOSET cn m rn` o n o 211 ,a__ 2„ THE ROOF OR 6"ABOVE THE d0. N o W _ a - - {.1 .L�..� .,w E L 0 O/y ANTICIPATED SNOW ACCUMULATION. w} _ X O i,_ I? R 21 BATT r o m O1 a ° o °' m w > iC. -'- ~W r w o F- Q F- cV ' INSULATION 2-2x10 � _ ccZa oom � m P3103.2 FROST CLOSURE: Q o Q z g tN- o `t u°'i rn 2.r i•�w `o bQ�j�/ IJ 311 ;3 ; ; ;' WHERE THE 97.5%VALUE FOR T o p �N o o o 1 M o `o 1 , . Lu V , , r \ 2'O._ a to °-U �(OJ 1 ; OUT-SIDE DESIGN TEMP IS 0 DEG F UGH ° x V 4 0' KNEE WALL 4'0"KNEE WALL co � a� o Y c om � >a � a �� o x o o a ° 3 w - ° U 3 " ' 1 1/2" '1 1/211' 1 1/2"' 1 1/2 ' 211 AO ROOF OR WALL HALL NOT BER LESS.VENT EXTENSION OLESS F® N N LIN to._ 1 1/2 ,1 112 1 1 , N C C � N J� S : WASHER CL w O (DO c, ° dU� maC S� THAN 3' IN DIAMETER. ANY INCREASE �S _ „ 1 11 1 " R-15 BATT Fo � 000NON�72' 1 2 1 IN SIZE OF THE VENT SHALL BE MADE _ 2-6 1 -6 LL W rn o - m (�J[_ Floor NOT LESS THAN 1 FOOT INSIDE THE 21-411 21-4� INSULATION < LL Ua L �_ � L a 3 ' THERMAL ENVELOPE OF THE BUILDING. u'n , 2ND 31, Drain \ / of axo � I c~_nW � oo°� �� o� f/) O-'O C = N L O C O C U w HALL 1 ,1 M co a `:1n V m L c c), 2 3 Q - - — - - - - - Q c� w -_ 311 JIJ 2„ 2 \ / _1 8' 0"CLG HT co 2-6 -- LL 2 2x10 M LL m- Z'c Z Q`an c o m o 1 — — — — — — — — — f N ---- O O ,1 " ; 311 M O - 1 O _ Q' LL' Z Q-` O C d E l4 N-p N p U r S -I (a 311 � ' I DN 5 0 ilPuol�n Ili - - - - - - - - - - - - - L o o� o c c..- a� / o _0 LLI F- ornm F mEa._ on 1 n � Z W V 211 _; ';• 211 ------__ (Stair I _ o CV 0 - -c WX o 1 _ 1 F.D.. = o N 2 1 3/4"x11 7/8"LVL Structural Ride N N N o Q11 _ - - - 2x12RIDGE- -- - - - - - �I� i —. - N - - - - �- - - - - - - - -1 O - - - - - - - -- - - - - N --t 1 1 , N - - -I -------- - 1 , - \ I ..+ '• 1 11 � � - 2-4 ,1 11 1 1 11 1 $ IJ 5'- ' , , O N 11 1/2 3 ; 1 1 1/2": 1 1/2", , 1 1/2 I =----__- FAN - -I - Fh - - - - - - - - - - - - - - - - - - - - - - - ° _ - M a � -0" - - - I- DW �° _--- 21- 1, 1 � Y 2" 1 c 1 =_______ s RECREATION Cn o u 1 ST FL. a _____ _ �IVE`NT�LOTHESROOM `� 1'-0" w -w�� DRYER F- -3 211 I \ IN ACCORDANCE WITH o n ¢ (D 1 10'-0"CLG HT u. of --- ----- CHAPTER -CLOTHES = ° \o z 4 FAIJ1J ° 1- , " of u , 311 , N w , DYERS EXHAUST o 24 6/z o O 31, N I mo" (9 I --------- PAN WIPROVIDTH CURB i?xPDRAOIN Cn WALK-IN I N X N \" 5'/V To a New Suffolk Count I Q �g N CLOSET "' Approved Sanitary System ,/ CO PLUMBING RISER DIAGRAM o wo --------- �� _N ry y 4 0 - -- f� w 1 R 15 BATT 4'-0"KNEE WALL x o ti °'r r' z =N N INSULATION Not to Scale N N ti+�m` --------- I �' ir W o N `� _ 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 1 1 0 o co X ti d• r- LLB ' 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS 1 w w N =r MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 1 Bedroom #1 / 2' 1" N 13'-4'/z' " M 2X4 PLATE ON SUBFLOOR CD NJ, — — NJ 10'-0" TRAY CLG 1 _ 2 RAFTE S 16"ac -� - Bedroom #2 o o F AME OVER GABLE 8'4'CLG HT - FA Q _ 2x4 LLAR TI S @ 48"oc a co zo \ FLLI - 141_ O 2-2x8 \ (3)1-3/4"x11-7/s"LVL FLUSH 2-2x8 '\j I z �' In - - - - - - - - - — - - - - 1 N Q —TW3042ILLI o — — — — — — 2-2x8 2 2x8 2-2x8 — TEMP 42— — — — — N J tV LASS I SAFTEY G �- > < L _ _ —TW3046 — — — — TW1046 EGREss — — —TW3046 — — _ _J Cl) 9'-0"PLATE HT 5'411 3'-8" 3'-6" 7'-6" 7'-611 3'-6" 3'-8" 5'-4-1 0-0 9'-011 22'-0" 9'-011 Tbwbw� 40'4" 25'-0" V [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy Carbon monoxide detection shall be installed in a central or otherwise approved a r� GUARD RAIL NOTE: STAIR HANDRAIL NOTE: A location in each occupiable space in a commercial building and within 10 feet of r 1 the entrance to sleeping areas and sleeping units in residential buildings v rA Porches,balconies or raised floor Provide Handrail on at least one side 4and commercial buildings that: 'J- surfaces located more than 30 inches of each continuous run of treads or flight ^r Z above the floor or grade below shall with FOUR OR MORE RISERS. 1. Have a communicating opening with an attached motor vehicle related occupancy, ['� ) have a railingnot less than 36 inches 2ND FLOOR PLAN 2. Share one or more common walls with an attached motor vehicle related occupancy,or �' �" ^' 03 Handrail Height measured above in height. Railings shall have Top rails and stair tread nosing,shall not be less than R312.2 WINDOW FALL PROTECTION NOTE: 3. Are located one story above or below a motor vehicle related occupancy. Balusters and Bottom rails that are 34 inches and not more than 38 inches. NO MORE THAN 4 INCHES APART. All Handrails shall be continuous the full TOP OF THE WINDOW SILL SHALL SC,�LE• ,/4I I _ 1 t-O I I r, ( � � � 00 M � EXCEPT:the traingular openings formed length of the stair from a point directly h� `✓ O by the riser,tread and bottom rail of the above the top riser of a flight to a point BE A MINIMUM OF 24 ABOVE THE FINISHED �'�/ _ Guard rail at the open side of a stairway directly above the lowest riser of the flight. FLOOR AND GREATER THAN 72"ABOVE THE AREA SCHEDULE ® ►"`, `rr cV v are premitted to be of such a size that a Handrails adjacent to a wall shall have a FINISHED GRADE OR OTHER SURFACES WINDOWS, EXTERIOR FRENCH & SLIDING DRS O c 6 inch sphere cannot pass through, space of not be less than 1-1/2 inches BELOW ON THE EXTERIOR SIDE OF THE NAME AREA Plans indicates ANDERSEN series 400 Tilit Wash V 2 tx Open sides of stairs with a total rise of between the wall and the handrail. BUILDING. SHALL COMPLY AS FOLLOWS: SECOND FLOOR AREA 1695.5 sq ft. Model Numbers and shall be In accordance with R609 G see IRC code for exceptions.Refer to To be designed & installed as per manufacturers more than 30 inches above the floor or IRC Code for grip size specifications. •a+; grade below shall have guards not less R312.2.2 WINDOW OPENING CONTROL DEVICES: specification for 140 ultimate design wind speed than 34 inches in height measured WINDOW OPENING CONTROL DEVICE SHALL and Table 301.2(2), 301.2(3) A- J vertically from the nosing of the treads. COMPLY WITH ASTM F 2000. THE OPENING Provide : LOW-E4 glass; U = .30, SHGC = .30 r 2N EGRESS: shall meet R 310 r J DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312.2 I FULLY OPEN TO MEET THE CLEAR OPENING Substitutions made upon meeting Code. AS REQUIRE TO MEET EGRESS R310.2.1 See page one, general notes for additional code requirements. r"?A 0 901� y0 F F NEB I TOP OF ROOF CONT. RIDGE VENT Y - - - - - - - - - - - - - 0 3 m c 12 12 '♦ 0- ' ` m / 8 8 ♦` w U C _ C I ♦ M C ,/ ♦ _j G ` ►n 4- 00 r ♦ N / `♦ W I� / ♦ N / Top of Plat L co 0 O w ' `° L11 T cn w <tF— p W o / 12 _ ♦ � 6 _ To�of Sub oor - — - _ _ ♦ W Z Tor) of Plat ` - - - _ ♦ Z � --- W © - WOo U o � = c ILO EU5 OU � o o4 - --- 00 O x o -p— mco LE Top of Sub or - — - N C E•D Top of Fou dation — - _ o E L WIT N ry w C j- E L N y O w . . .:.-, II ......,,..«......,.,....�.,......,d... I I .,.,,...�.... ..... ._..«...._- ....,+,...�..:� W�,...,..:.. ...:..,..,....... .. ........,.. .',r.m,:i....w,,.,..W.e. ,.. .-..,...I ....W....,..�....:m.mu.. ,.....�...............,......._..a.,...�._..0....__..,........,.,.�,w..,.,,.n.,..�. .,..,.......«...,_ .,.,.«_.,�,.,....,........ ..�.,..,,,. .w.., _, ...,...,,.............emu......, . . . ua . CU (D— N � Cfa6 -- `° N f0 D O I I 40' 0" mo.� o ° �m � � � �Y 50' 0° I I I I I I c 2co �� aYc 0- LEFT a�nL I ELEVATION I i i N � N I I I I I I I L � ma� 10 3 � m I cLc_ Gc � am�° of I I I I I I SCALE: 1 /4" = 1 '-0" I n c I I C� O ff ow a mt U m o o m c C c mE � a� c Q y c � m o Toe ofFootin _..- - - - - I �- - - - -I- - C - J - - - [- ] - - - C - � - - - - - - - - - - - - - - - - I-_- y co a' FL- cm E a.5 0 � L0a1 � cmEoSa � C —I — — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — ] I TOP OF ROOF / CONT. RIDGE VENT I - / 12 12 � ♦ 10 10 CONT. RIDGE VENT / fat - - - • - ♦ ♦ o `/ Top of Plate w` Ui / - - ♦ z �- /�/ y y y y `♦ o p Q LPG '/ `♦ N w w o m ♦ N � J k� � °° T T I T T ¢ w / co Q ' Top of Subfloor - - _ _ o�of SubfI04 -Too of Plate- 9 El El El 110 El Ll N L__j LIE] 11 El El[I E � WCA U -- H Top of Subfloor - - _ ►-� �" To�of Foundation - _ � M -0 El 11 El El 0 El x an 00 .. .o.. - .,.. m.n...........�+Nv+..o-m.:..d..:e�uY.... ..! ....>._a....ww.'.vl. - --...«....,.eo...w.........w.l..._. ...L..w...,............,...,✓ae.»,..r.... _H- m ra..wwuau... - - ..m.a....-..« ®. . ...id,s...�.,.u...........�.wws....s+Ww.......,.u.....»......war........++s......�...w.,,.aww. , ..ay.e,.......,.,..,,,«.w.. ..w....,<sJ - ...r.....d�....N ...fiw.<.,.....d.ww.tr.,,..u„aa.,.u.a ,,.....,_..._.....,U<, ..„., �W.�. ,,-,..w..�m..,___w.....,,�, ,�..,... ,.,,`,,.., ,.,._..Ju_.'x,,.,„,,.., �..:�w' ...,,.,,�,.,.,�•. '�a.. .�,,,....,......... .,_«..,_..I.u.r.�.._.....,...2_ .77_=T..,w�,.�..u... c7lr� U I I 1 I I I O � `O t 36'-0" 1 1 1 1 ( I 2!)'0"I I I I I I 1 1 1 1 I I FRONT ELEVATION 11 I I ' SCALE: 1 /4"1 = 1 '-0" I I _ _ _ _ _ _ ] C CI ] C ] C ] [ _ ] _ _ � _ _ - � TopofFootin� . � . _ [ _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - -r I - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - T y FOF NEB i CONT. RIDGE VENT Y TOP OF ROOF L ♦ — . Q, ♦ c ♦ Q Cn E / ASPHALT SHINGLES ♦ 0 co ♦ ♦ —� O a ' ♦ 0) a) / L ``V ♦ ♦ 00 r GUTTERS & LEADERS W AS REQUIRED ♦ ♦ O a) 0) 04 C', / TYPICAL ♦ z Z C/) 3 r- P�♦O / _ _ — _ TopofPlat� ♦ W � _ LL Q�Q- / 1 1 ` ♦ E O / W .. z / � CO T T T T w �t E- pW o � oo_of Subfloor W Q Top of Plate ♦ ♦ W �j z In W — Lij o OC � o C'n .� E 0 LO _ T T LE LE- a � 0�00 � � � 0 0 � � � -� mao 0 O of Subfloor E o T of Foundation ` o `° o y IL-4 - - - - - - - - � IT2oao , we w E .L N N E O'c--• ., .y......,.. ,. '__.a_._......-.Y.. .....,. »..... , ...y...,_,L...,.._.,yw.......+......,m...M Wes..+... «...c..s.w... .........,...,,....,..,_.,,._ .., ,.......,....w......_.,....,»..,,.,..__. " w_ .«..._. ...,...... .._, ..,..,,n.,. ., .. _a....,.,..,.• «.:. .. .�.......... .......W_.. .. ........ ......... ... ....._..i.. _...»,w_ w._........_. .._....,,...a - .. _...,...,.,..,,....,.....,.. . .,..,..a_.,„;....;n„_....,...__. u:.,.y:_:.;,. ._ :•: ,...y.• _C'�a o to N lCO - 1 1 I I 1 1 •- U -2 c C 20'-0" I I o.a o a m Y o•� o a N � Q o i i I I 1 I 36' 0" aci•y2co ''Zc n o Y I I I I ( 3 air og fH -Vi0 ! _ _ _ _ - - _ — _ _ — LJ LJ , REAR ELEVATION l �� " ° N�2Iu� C — — — — — — — — — — — — o O V c d U 0 — — — — = — c a _ lu y al N L'C C � L N G�' O E I tnc yaoa ?' o SCALE: 1 /4" 1 ' 0" 6 c� g >T o= U EN (0 V Ip Q7 N 2 c, Q &0 c 0 c 0 cc — — — — — — I . . . . . . . . . . C . . . . . . � . � m c E m a�a a �� — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — 1 To�ofFootin�c � � �� Ea=oa L—J L J '•1= T 'C = T - • R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway. Exterior stairways TOP OF ROOF _ — _ ` _ _ CONT. RIDGE VENT providing access to a basement from the outdoor grade — - — - — - — level shall be provided with an artificial light source located at the bottom of the stairway. 12 12 / Tor) of Plate_ 12 12 ♦ ♦ 0 12 12 ♦ o p Q 10 / ♦ ni J ��, / ♦ ♦ ¢ w /� T T ♦ U)co / 12 ♦ 4 Top of_Subfloor / Tor) of Plate_ ct rn � Ua � a o tn Toiof Subfloor _ _ _ W -d To-of Foundation ct w.. ..0 _ �._. ,.y. .� _... ��. ... .. _. .�..v. �M. _...._. I I I I I I ( I I I I 50'-01, 40'-0" I I 1 J L J RIGHT ELEVATION 2 CI .II To2of Fo SCotino_, _ _ _ _ _ ALE: 1 /4" = 1 '-0" N , 10 I R905.1.2 ICE BARRIERS; CONTINUOUS RIDGE VENT SELF-ADHERED POLYMER MODIFIED RIDGE BOARD R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND _ BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE RAFTER/CEILING JOIST HEEL JOINT CONNECTION Q EXTERIOR WALL LINE OF THE BUILDING. SHALL BE NAILED ON ROOFS WITH SLOPE EQUAL OR GREATER 12 2x4 CT @ 48" Oc 12 TOGETHER IN ACCORDANCE THAN 8/12, THE ICE BARRIER SHALL ALSO BE WITH TABLE R802.5.2 J APPLIED NOT LESS THAN 36" MEASURED ALONG 8 a 8 (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH THE ROOF SLOPE FROM THE EAVE EDGE OF THE RAFTER TO STUD. BUILDING R806.3 W MIN.1"AIR GAP Q�1 UNINHABITABLE ATTIC BETWN INSULATION 12L INSULATION WITH LIMITED STORAGE NSU GATT AND SHEATHING Z LATIbN L Q W Top of Plate _ z C) QZ R802.5.2.1 LAPPED JOIST CO J W LAPPED NOT LESS THAN 3". W W U W SHALL BE NAILED 16d (L COMMON NAILS IN ACCORDANCE Q O < O WITH TABLE R802.5.2 ON DWG-1 L.0 co WALK-IN BATHROOM m = BEDROOM #2 CLOSET co R-21 BATT O W INSULATION n N Z _J R-21 BATT To of Subfloor INSULATION O O co Tod of Plate a- J () Q —R-21 BATT E,o c a N INSULATION m o ® ® E I� m•- °i 12I 1,11 m� D1` a o FAMILY �� T KITCHEN BATHROOM ROOM " - c c �� z0. coc N O a 8- U, Uj U Q Q, N Y c CIO -Y -Z> Q� O a�i a 3 s 2,�Z,3 a 3 � c V ROOF PLAN M _ -E cU-.) Top of Subfloor m cc ' r En 0 o f SCALE: 3/16" = V-0" L 2- 3 Tod of Foundatio _ Y c6.21` � ° U C O II' U � `t � oc'ro� a� cE � a) 10 R-30 BAT t ui a c U c a �s - Z;c Qncmcm o •6 f!7 N (0 CJ O L ` •�. N c D_E N G7'O U— VL Girder INSULATION 6,0 m sT H m E a c o n. a• 302.13 FIRE PROTECTION OF FLOORS: a' o PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ° CEILING ABOVE BASEMENT ATTACHED ° TO THE UNDERSIDE OF THE JOISTS. bad CONTINUOUS RIDGE VENT b.^ UNFINISHED STRUCTURAL RIDGE BEAM TYP.STRAPPING PER DETAIL ON DWG 2 BASEMENT C D r ADD SIMPSON LSSU HANGER R802.3.2 COLLAR TIES d° @ STRUCTURAL RIDGE BEAM TYPICAL EACH SIDE OF THE RIDGE SHALL BE NAILED with 4-10d TO Of Footin °.6 TYP.BASEMENT SLAB °°r BEAM AT EACH JOIST. BOX NAILS IN ACCORDANCE — - �— - -�— WITH FASTENING SCHEDULE 6 N1102.2.3(R402.2.3)EAVE BAFFLE SECTION A- FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL SCALE: 1 " = 1 -0 11 OR GREATERTHAN THE SIZE OF THE VENT. TYPICAL THE BAFFLE SHALL EXTEND OVER THE TOP ROOF OF THE ATTIC INSULATION. CONST. R-30C BATT TYPICAL ROOF CONSTRUCTION INSULATION Class AAsphalt Roof Shingles w/ TYPICAL FLOOR CONSTRUCTION Co 4 JOINT CONNECTIONIST HEEL fasteners per manufacturer's specification 3/4" Plywood Span Rated Subfloor, N LU R-30C BATT SHALL BE NAILED and 2020 NYS RESI CODE. Glued and Nailed in INSULATION TOGETHER IN ACCORDANCE Ice & Water barrier as p er section R905.1.2 accordance with the fastener schedule. N Z Q RECREATION ¢ WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) (Note: Double underlayment is required Floor joists and Bridging as per Code. y- W ROOM W WITH SIMPSON H2AAT EACH for Roof slopes between 2 on 12 and 4 on 12) W rY o z TYPICAL z RAFTER TO STUD. Q Top of_Subfloor MAIN HOUSE Y FLOOR CONST.\ Y INSULATION SCHEDULE Framing As per plans with 1/2" exterior grade TYPICAL FOUNDATION CONSTRUCTION U) � N C v shall comply with 2020 NYS ECCC span rated structural plywood Sheathing, in accordance with chapter 4 W v Top of Subfloor _ TYPICAL & Res-check < ,I FASCIA Nail to framing in accordance Fastener 3000 psi Air Entrained cast-in-place concrete u) Topoof Plate — _ _ ) ' Il U UUIJ U CONST THERMAL ENVELOPE SPECIFCATIONS Schedules & Strapping per detail sheet(s). wall on cast-in-place Concrete Wall Footing per TYP, EXT.5/8"FIRE RATED GYP BD FLAT CEILING INSULATION R-30 batt in ceiling joists Flashing per R905.2.8 R403. refer to Foundation Plan for footing size & WALL R 38 BATT ON GARAGE CEILING ® CONST VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters thickness. INSULATION ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs TYPICAL SOFFIT CONSTRUCTION. Damproofing per R406. 2- 2x6 approved GARAGE / R302.5.1 OPENING PROTECTION. WALLS COMMON WITH GARAGE: R-21 batt in 2x6 wood studs 8" overhangs-typical treated Sill Plates, Sill Seal And Termite shield per R 21 BATT _/ INSULATED SOLID CORE STEEL 2ND FLOOR RIM JOIST: R-21 INSULATION DWELLING GARAGE DOOR,20-MINUTE FIRE RATED. 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan = SEPARATION IN 1ST FLOOR BAND JOIST: R-30 ti ti ACCORDANCE WITH WESELF C OSIWATHER IPPED NG DEVICE. ATTIC WALLS: R-13 batt in 2x4 wood studs Trim in aluminum or use "azek" or equal and R403.1.6 Bo co TABLE R302.6 WINDOWS/SKYLIGHTS: U: s 0.30, SHGC: 5 0.30 Metal drip edge per R905.2.8.5 l PROVIDE:HEAT FOUNDATION WALLS: Interior R-11 draped batt Fully Vented Vinyl Soffits INTERIOR WALL FINISH DETECTOR PER R314.2.1 ATTIC STAIR COVER/ACCESS HATCH: Provide 1/2" Gypsum Wall Board on ceilings and walls Cover: z R-30 foam board orequivalent TYPICAL EXTERIOR WALL except basement walls & clgs - unless noted. Min 1/2" To�of Foundation TYP.GARAGE SLAB --- OTHER SPECIFICATIONS 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceiling and all walls a INFILTRATION (BLOWER DOOR): 5 3 air changes per hour Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on U a• a a1 • a a' DUCT LEAKAGE: 5 4% leakage for ducts outside of thermal envelope 1/2" ex - 5/8' Fir terior Grade Span Rated walls and ceilings in wet areas. Provide a Rated b b> LIGHTING: 100% high efficiency lighting (CFL's or LED's) Continuous Structural OSB Sheathing. gypsum wall Board on walls and ceiling located as per z APPLIANCES:All appliances must be Energy Star certified [� o Fastened per Fastener schedule. code, manufacturers requirements and drawings. Bottom of *If part or the entire attic will be decked over with plywood, tyvec House Wrap or equal. � � M Footing the ceiling joists must be deep enough in order to fit the Vinyl Siding as per clients selection .� oo 36" below batt insulation so that it is not compressed. If not then Installed per manuf specs and code. Clg Jsts will have to be built up or upgraded to the next size. .,I x c� SECTION _ B Grade Minimum Cont. load path strapping installed in accordance ® ct �. with drawings. Provide Fire Blocking in accordance - R403.6 Mechanical ventilatioi shall be provided that g g � � � SCALE: 1 /4" = 1 i—On meets the requirements of section M1507 with R302.11 & R302.11.1 and O Draftstopping per R302.12 & R302.12.1 ��'�� A�C/�,�� v R403.7 Heating and cooling equipment shall be J kln^-�/ sized in accordance with ACCA manual J by a G�� certified third party rater. , /y- P I OF N I r i 0 rn COIJ111-10USIL L E-THED -C_ '.'.'ALL LIME BRACED WALL PANEL p PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B U TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS•WSP CS-WSP CS-WSP Q BRACING METHOD N HOLD j a) D'Os:rl �Tfj�� CS WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 24 24 32 32 25 26 26 32 32 O a) EEACE ER-.CED'i:-,LLFL.IIELrT WOOD STRUCTURAL PANEL � E',.L°E==LE:,14LLL14E Ell[)OF ER=.LED,.`r�LL UllE DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 30" 27" 27" 27" 27' 00 END CONDITION I END CONDITION 2 GHEE HE:" CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6.5 6.5 8 8 LLLI'I_ ..'.TI''._:�;.cLrc-EuT-E: Q) t) - =- PORTAL FRAME F- O N DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 WLL O GB GYPSUM BOARD _ i 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 ry O BRACED WALL NOTES: PEEN REFER TO DETAILS ON DWG-2 3. WALL HEIGHT .95 .95 .95 .95 1 .95 .95 .95 .95 0 z =ET FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 U FOR NAILING SCHEDULE. ALL BRACED z O ._EI..4F ER..;EC .'•i$L LI!IE ;::c'=F'`•FL =FE°Ec-1=E'.'e`,7 WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL W Q '., L, ._=_L,s_E;r_" MENTS OR HORIZONTAL OFFSETS. REQUIRE 6. GYPSUM BOARD OMITTED 0 UJ T Return panel: 24" for braced wa" lines sheathed vi,th 7. GYPSUM BOARD FASTENING %,ocd structura• pane 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH Q ' 32" fof braced wa'i lines sheathed with 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 w W � z 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7LO structural f:.'erboa d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE r RESULT REQUIRED BRACED WALL LENGTH (FT) 10.5 10.5 17 17 7.8 12.3 12.3 15.2 15.2 z SHALL BE OFFSET NOT MORE THAN 4 FEET. Q Q Distance D: 24" for braced v4! lines sheathed v;'th 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL W C) wood st,uc,ura' panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. TABLE R602.10.5 page 187 CONTRIBUTING LENGTH W 1 1 1 ti , r� 1; , 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH r^ W O O �f 32 for graced �.a lines s.iea,ied �.a,i END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED v, nn// structural f berboard (FT) 18.5 21.16 21 23 8 16 16.10 16 16 L.L � � 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q n = � ^11F�',EL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ^ V L END CONDITION 5 Hold-down 200 Ibs capac ty fastened to the edge of the R602.10.2.2 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y L.L.. � r- O Nt device: Braced vv,a"I panel closest to the caner and Q - co to the foundation or floor framing be'cvvJ �/ C LO O lV '6 L!7 For$1:1 inch=25.4 mm, 1 foot=305 mm,11b=4 45N L �' V J FIGURE R602.10.7 a.Linear interpolation shall be permitted L -I.-i CO co b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines Cn WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. E o C 2 N_ O O E wC w E L to rn-a U `O (0 C 0 U CO U (0 U T C CISC Q Q N N mmaom oo moa J --I a) c.LD- o m rri `'•-u x �j m 002c0 (acll g•�3o3 •-" O U O O O L..O- N D.- HORIZONTAL BLOCKING IS OMITTED m PER TABLE R602.10.3(2) > ' " lY] , „ , " m ' 11 0 o U 3 c w N w N m 4'-0" 32'-0" 4'-0" 4-0 32 -0 25-0 4'-0 = � a� L �� a La� c � N.aLac� o U O O a U O D • w O C•�'D Ho cia(=nm LC N 5'-6" . c = E �u Cwo U N _ 3_ ' O ` E c-O Cc m c4'-0" 4- ro•c o aE a d4 LO) c CS-WSP CS-W WSP � mEo.Eoo CS-WSP CS-WSP CS-WSP CS-WSP N� 12 IZ a Cl) - - , Cn o o 'S 'S 4-0 o o 3: 1 Cn � U v� BWL 1-1 I CS-WSP BWL 2-1 � � P - - - - - - - - - - - - - - - - - - - - - - - - - - U) I 9 U I I I LLI ° W---------- O fV _ U) --- _ ON U) --------- N '"? O ( L Cr) N --------- O CD 1 n --------- ZO (DNU U LL N Y N 6Qi Za N U � --------- LLI --------- aOW 00 W U J m co �� ry U) ---------- m Q J� --------- L Q ZW I----------------------------------------------- --------- N I I 0 0- --------- --------- (] O I - I 1 I I o BWL12- - - - - - - - -- - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - CS-WSP CS-WSP a BWL 2-2 - - - - - - q - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � U) o d cn Fyl U U U O N Oi ~ N �_ ct O ,> M §J CS-WSP C;S-WSP o CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP M 0 ` N M 4'-0" 4'-6" 4'-6" x U CS-WSP 5'-0 4'-4" 5'-11 Yz' 5'-0" In " o I 4'-0" 32'-0" 4(4( 32'-0" fill I 25-0" 4_0G HORIZONTAL BLOCKING IS OMITTED PER TABLE R602.10.3(2) �FMID AqC 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/8" = 1'-0" j rg0io FOF NE�t'�.. w L L N. �� O ��J £ R302.13 FIRE PROTECTION OF FLOORS. NIN r FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO J2V\ - P M ING NOTE: ! �' BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A a►b f/' ALL PLUMBING SYSTEMS SHALL BE C lY-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. p - N PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, ELECTRICAL NOTE: w _� E LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS,DRAINAGE, ALL ELECTRICAL EQUIPMENT Q C PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED O IN ACCORDANCE WITH PART VIII-ELECTIRCAL EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF O N PERMANENTLY INSTALLED FIXTURESLn 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. Z 00 C AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, F_ 'r N NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: D �= 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL O O N BE INSTALLED IN ACCORDANCE WITH FOR STORAGE OR FUEL-FIRED APPLIANCES. PART V&VI OF THE RC OF NYS. Z O 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER AICCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS w LL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" N 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" EE O 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION. O Z THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED DWELLING UNIT SHALL BE PROVIDED WPORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. w WITH WHOLE HOUSE MECHANICAL U 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH �^ LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 Z O OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. ow o r F' a �- ' w � z � 651-011 w Z �- 40'-011 251-011 W w 0 _ r� a� VJN O U SIMPSON DTT2Z O LJ� O o C W/(8)1/4 x 1-1/2"SIDS SCREWS ca Cfl ALLOWABLE LOAD PER TIE:1,825 LBS Q_ +-i E I NOT LESS THAN 2 LOCATIONS S CED EQUALLY (n O O d EACH END OF DECK O SEE DET 11 PG 2 U00 O � mc`oo 2 x 6 DECK JOISTS @ 16"oc 2-2 x 6 P.T.GIRDER OUTSIDE BASEMENT ENTRANCE Dia DECK FOOTING 6"CONCRETE WALL ON MIN 16"X 8" SEE DETAIL ON DWG-2 "- c H FOOTING WITH 4"CONCRETE LANDING& 0° c E Ln 4"DRAIN TO DRYWELL,CONCRETE STAIR �� -�� 31-611 c c 2" MEETING R311.7-STAIRWAYS. EXTERIOR ' �t= ——___—__ 33 ' w q rn 0 c 8 as o HANDRAIL PER R311.7.8, 34-38 ABOVE LIGHT y ° NOSING. 36"HIGH GUARDRAIL ON ABOVE i' - $ m a m ° c m . n n U m M f"0 fC0 2X8 DECK LEDGER ( m c o•� `o H m a ° TOP OF CONCRETE WALL. �u _� rn �w m�w ° m o.2 A. — " . _ - SEE DET. ON DWG 2 2'-0"x 1'-4" - c a" rn Le >o 4.1 8. a ________________________________________ __________________________ _________ ___________________ ______________ - U Y I �.. O y _ I d) g2oo =•ca� `oc3 ------------------------------------ ----- --------- ---------------------------------- Step Footing .0 w _ w °s 42 m� o r---------i- - -------------, o ° m o a" m = 38'-8" = 1 V to 2H max. = N �, - v y-- Cr O O y`0cL.G1 am N Or provide full height a Cr0 C = V O V , I I I I M O fl �_„ 0 foundation walls o _ a 1 O V)~w O CD O W S TI O1n --------------------------------------------- ------------ i m Cnc0m tm io W " $V a ------ --h J ¢ 2 N mao ar„ 0 -------- ma II L U)ZW nt' �'---------1i ' 0Ix OW=(n I I I 1 h; � Z o _ UNFIN. BASEMENT �' °Z('in ' +---------a 1 .� OmwE- (0 W°�o _ ; W 0 . I - 4" CAST-IN-PLACE CONCRETE LL ¢ 1 pl 1 V 0 - - O O W I T---------i I ,,,, wNaw , , \ SLAB INSTALLED IN -7 Z¢Zw ul O p a m o O p ACCORDANCE WITH �- o m w!_- M 1 ' p l I Q d')- (n 1 1 O I t••- ; I T__-__----r„ I aOw� ( SECTIONR506 O Ugwo I I al I Lt_ c >W r f — �: /)W I I , WNOp U_ am( Q I 1---- ----ll I -' 2-�m I 1 ' 1 �j z m +' •1- TYPICAL INT.FOOTING/COL 0) w Q O 0 CD ' N ' 30"x 30"x 12"THICK p W_M z CM rt LL w F- CAST-IN-PLACE CONCRETE Cr) In 0 U' _ ' N coaUF- .O .O LL ¢ LO I 0 I FOOTING&4"DIA STEEL N H b O ; O I I H O I O OLUMN ID — I , , I 00 ; � � E ' a v QO_ N UNEXCAVATED r- I N I N I TYPICAL GARAGE SLAB ; 4" CAST-IN-PLACE SLAB I a r-------• =Nr------- -- -N ------ r-------, W16X6W4.0XW4.0WWM o ----------3-1/2";x 10 CD Y�1��-7/g LVL------- co -- - I 1 -- --_-- c„)-- -- 3-11,2 -x 11_7/8 L_V_L -- --------------1 PITCH SLAB-1/4"FT To - T -�- 1 _ r�� I GARAGE DOORS 0 (N N LO I I 1 I I I ,$-0 11 II I I 1 I I I I LL® O I If------- 61-9'/21 ' 61-811 61-811 11� j , 241-411 I II v I II 2 ' N 0 I I I 1 II (.) , I 1 I o I o W `-------- --- --- I I- 2x4 FRAME AROUND _-_ ___ ' T_ ..X Z ----------_ �Z w' STAIRCASE FROM FLOOR I ; i ' I ; TO CEILING. TREATED SHOE ' --- --- (n o W=to I ' '�y i W (n PLATE AND GYP.WALL BD ( ___ ___ - � ' n _5 i \ m Q 11 1 " 1 INSIDE FACE OF WALL MIN. O (n LL O p I 1 11 0 4-0 ATTACH RAILINGS.HANDRAILS --- --- LLB � I O O ¢" '2-3 1 DROP TOP OF CONCRETE W LLI LO I i 34"-38"ABOVE NOSING. --- --- p' z O¢Z= i ; ~ AS REQUIRED FOR i f.- J I I o �. O m W F- I I GARAGE DOOR,SEE PLAN , , a- > Q UNDER STAIR PROTECTION: Cl) tMLL �'i p w m w O i i FOR GARAGE DOOR SIZE U 4; I R302.7 1.2"GYP BD SHALL -------- (" ' L� F-m¢0 1 BE APPLIED TO UNDER `- ' O°-00- MAINTAINREQUIREDSEPARATION `y' DIRECT VENT O UP LO �t}7w� ---- ----------------------------------- ------------ ; I 1 STAIR SURFACES. O n. > , , DISTANCE FROM ALL HEAT I I HVAC UNLIT � ' I di w` W PRODUCING EQUIPMENT TO ' I I ' 5-mz __ ___ ---------------------------------------------------- COMBUSTIBLE MATERIAL AS PER ; DIRECT VENT FURNACE CV S M LL W¢L3(9 i i oo Z MANUFACTURER'S SPECIFICATIONS O ❑ INSTALL IN COMPLIANCE , O N '7>J= ; Step Footing �..� AND LATEST MECHANICAL CODE. W/RESIDENTIAL,ENERGY CNJc O_ a 1 V to 2H max. &MECHANICAL CODE 0'Cr w o O -----� ____1_ -________ Or provide full height I ------------------------------------- --------- ---------- ------------------------------- foundation walls `'--- --------------------------------- -------------------------- '' W I O 2X8 DECK LEDGER 1 Y to SEE DET. ON DWG 2 1 SIMPSON DTT2Z W/(8)1/4 x 1-1/2"SDS SCREWS 1 U r- I W ALLOWABLE LOAD PER TIE:1,825 LBS W 40'-41/2" NOT LESS THAN 4 LOCATIONS SPACED EQUALLY AND TWO WITHIN 24"OF EACH END OF DECK 1 IN 0 1 (0SEE DET 11 PG 2 1r---- ---- ---- r---t r OV I 1 1 I O 1 1 I 1 1 I I I W t•-1 [..,- 2-2x10 P.T.GIRDER 0c 1 I 1 _— -_ — - -_ - J_43. — - — - — - 1 'L pL 1 - - - - - - - - -4 -6 J _J - - - - - - - I I 1 I -I O ~ ct 4-4/z" 16-3 4-4'/211 00 0 TYPICAL FOUNDATION - ( 9'-0" WALLS ) 1 , w .� M IN ACCORDANCE WITH CHAPTER 4 TYR DECK FOOTING 1 11 8" CAST-IN-PLACE WALL WITH SEE DETAIL ON DWG-2 1 HORIZONTAL REBAR: PER TABLE R404.1.2(1) 401-011 25-0 Greater than 8 foot Wall Height: One #4 bar within 12 inches of the top of wall and One #4 bar near A TYPICALANCHOR BOLT -R403.1.6 4 ,� s O the third points in the wall story. 4 MAXIMUM SPACING:1/2"@ 72"O.C.EMBEDMENT OF 7"WITH NUT&3"SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2(8) ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 @ 41 inches on center. ** 1. Walls 24 inches total length or shorter connecting offset braced wall f =� ON 1611 x 8" CAST-IN-PLACE CONT. WALL FOOTING 9'-0" FOUNDATION WALL HEIGHT panels shall be anchored to the foundation with not fewer than one anchor bolt w/3 - #4 KEBABS CONT. located In the center third of the plate section and shall be attached to adjacent ! E► FOUNDATION PLAN braced wall panels at comers as shown In Item 9 of Table R602.3(1). 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2. Connection al walls 12 inches total length h ut anchor connecting 11 1 11 offset braced wall panels to the foundation without anchor bolts shall be permitted. Ow TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP SCALE: 1 /4 = 1 -0 The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS 1V TO 2H Item 9 of Table R602.3(1). 0 . NOTE:GLAZING HAZARDOUS LOCATION:R308.4 CODE COMPLIANCE STATEMENTS: 0 INCLUDING BUT LIMITED TO THE FOLLOWING: fn SAFETY GLAZING(TEMP GLASS)IS REQUIRED 1. The windows selected for this project ect shall meet AT GLAZING IN A BUILDING WALL ENCLOSING p N BATHTUBS AND SHOWERS WHERE THE the egress requirements of R310. c BOTTOM EDGE OF THE GLAZING IS LESS 2. All windows shall meet Section R308 Glazing and THAN 60 INCHES ABOVE A STANDING O SURFACE AND DRAIN INLET. R308.4 Hazardous locations. C Cn WET SURFACES:R308.4.5 3. Windows were required shall meet the Window Fall w E GLAZING IN WALLS,ENCLOSURES CONTAINING protection requirement R312.2. - to WHIRLPOOL,BATH TUBS,SHOWERS, 4. Bathroom windows shall meet the hazardous a) SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM J O EDGE OF THE GLASS IS LESS THAN 60" glazing requirements as per R308.4 o„ m MEASURED VERTICALLY ABOVE ANY STANDING OR 5, Stairs, landings, railings & guards shall comply Co .� W WALKING SURFACE SHALL BE CLASSIFIED AS Co rn I I z 0 PER TABLE R308.3.1(1)AND R308.3.1(2) with R311 & R312 Co r Q z rn 6. Outside lighting shall comply with RE 3803.3 Z EXCEPTION:GLAZING THAT IS MORE THEN 60" 7. Stairway illuminations a comply with R303.67 m N W LL W MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, and R303.8 '- O 3 FROM THE WATERS EDGE a CLEARANCE FROM " U ? O 8. Fireblocking shall comply with R302.11 thru R302.11.2 Z " FROM WALL OR SAFETY GLAZING IS REQUIRED ADJACENT TO 9. Draftstopping shall conform to R302.12 thru R302.12.1 W LL FROMTUB/SHOWERLLSTAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE 10. Flame spread and smoke-developed index for walls 0OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM and ceilings shall compy with R302.9 thru R302.9.4 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN O Z EXPOSED SURFACE OF GLASS IS LESS THAN 11. Flame spread and smoke-developed index for 60 INCHES ABOVE THE NOSE OF THE TREAD insulation shall compy with R302.10 thru R302.10.5 (� F-w '1j MINIMUM TOILET CLEARANCE OR WALKING SURFACE. 11. Recessed lighting fixtures rated for SCALE: 1/4" = 1'-0" membrane penetration shall meet ASTM E119 Z cn O IN ACCORDANCE WITH FIGURE R307.1 and Fire Stopping W W ~2020 NYS RESIDENTIAL CODE pp g as per ASTM E814 or UL 1479 12. Exterior Decks shall comply with R507. 65'-0" W � Z U 5'-0" 6'-4" 8'-9" 19'-11" 25'-0" ow 0 O U) W O o O O(D � ------------------ n F- �= r" 0) 1= tn ------------------ `� O 'n ° noo, LO 000 X � 0�. r- U) ";."", m TW30410 TW30410 TW30410-2 N N c 4 -6 C .y 2-2x8 2-2x8 3-1/2"x 9-1/2"LVL 3-112"x 9-1/2"LVL ° uJE 7 N d o= .gym o0aciy � � KITCHEN - a m = c ooNMao TJI 230-9.5"-Floor Joists 0.16"cc tO c n 8 y�` >a � 8. Z m!_n�.4 c o m•� o c 3 _ „ rp i i � 3 oot�ma ao p p M ` N , i N y LmC R 2 w C LU i N N CV ' mm.`._ c cry. §.SE GREAT ROOM co o �:___:� co �; _ R21 BAIT r a wa o 0 3 o > o o INSULATION � cooc mow aft ' X N da ai'y� mCcom'�� a C'V � U V � {`; I of Cl) B2Zc ¢`ter-g a-- ' M 9 1 �� , n t o M•EO L C m £ N 3-1-3/4"x 9-1/4"LVL FLUSH x N ' 3-3/z 21-� ►- y m a F m E o.E o C. - - - - - - - - - - - - - - - - s? I O BEARING WALL ABOVE �;'r2Z' _ R302.5.1 OPENING N p PROTECTION. Z 15'-9'/s" M INSULATED SOLID 0 3'-9" CORE STEEL DOOR, N Q 20-MINUTE F.R. WEATHER STRIPPED& Cu Q ,TJI 230-9.5"-Floor Joists 16"cc , o 0 o R-21 BAIT SELF CLOSING DEVICE. w= -------- (2)1-314"x 9-1/2" o INSULATION w =a o _________ LVL FLUSH 5-1 t= ~z , - -- M 14'-7" -- , „-- 4'--' 4'-8„ 2,_ ,/Z, 0 0 O o- `' N ZO N _ --------- 3,�„ o FAN ? 0 <Cn Pre-Fab/ Factory Built Fireplaces � -------- 1 FAN WALK-IN Ir"' cV ® _J rn LE In accordance with chapter °0 _ ____ CLOSET U) Z LU o 10, factory-built fireplace inserts shall 2'_0„ Z -------- be UL listed and labeled and shall be 3-1-3/4"x 9-1/4"LVL FLUSH Z---_____ 4'-11" 2'-0" o w installed in accordance with the - - - - - - - - - - _ ___ 24'-s��Z" c2 ' conditions of the listing. Factory-Built to 1 GARAGE �, 51/2" fireplaces shall be tested in accordance ° _7=77777______ i iv _ I DWELLING GARAGE z c� J p UL LISTED GAS o � SEPARATION IN `�' r J with UL 127. Hearths shall be installed in PRE-FAB FIREPLACE ¢ o ¢ = u; , ACCORDANCE WITH F- m w w 0 ° ° GLASS DOORS& ------- v2 ti -21 BATT TABLE R302.6 ' accordance with the listing of the HEARTH EXTENSION a0 _______ U_ • INSULATION i SEE DWG-1 FORTABLE "' Cl)J° ' Fireplace & in accordance with NYS code AS PER RESIDENTAIL o 0 W¢0 p CODE-CHAPTER 10 J INSULATE WALLS w=o0 for Hearths & Hearth extension. _____ _ ' J s _ i COMMON WITH LIVING w VENT TO EXTERIOR -' FAMILY N , , o - AREA. PROVIDE:HEAT LV All Fireplace shall be equipped with an -_____--_ ROOM r DETECTOR PER R314.2.1 exterior air supply. Exterior air ducts o Z shall be UL listed. Factory Built Chimneys X UP 15R M N ; (3)1-3/4"x 14"LVL ; d " I _ shall be in accordance with chapter N 192X96-8 PANEL N o 10 Section R1005 Factory Built Chimneys, v 3 = Ci cn � 15'-0" Q W Q M C N 0 2-2x8 2 2x8 2-2X8 2-2x8 LL Pd r3-2x10 5Yz" GUARD RAIL NOTE: T� EGRESS V1 Porches,balconies or raised floor " _ • �j surfaces located more than 30 inches above the floor or grade below shall = have a railing not less than 36 inches o o U" In height. Railings shall have Top rails and io w Balusters and Bottom rails that are LL NO MORE THAN 4 INCHES APART. `' EXCEPT:the traingular openings formedPK - x �y by the riser,tread and bottom rail of the Nw Guard rail at the open side of a stairway 6X6 POST are premitted to be of such a size that a 6 inch sphere cannot pass through. ----------- ----------- � Open sides of stairs with a total rise of a t� more than 30 Inches above the floor or grade below shall have guards not less 4'-0" 4'-0" U r-r than 34 inches in height measured 5-4" 7-2„ 7-6„ 7-6„ 7-2„ 5-4„ 4-6+1 16-0„ 4-6 r 7 W 0 vertically from the nosing of the treads. h � Q � STAIR HANDRAIL NOTE: 0-0 25-0 �/ 0 .~: Provide Handrail on at least one side WINDOWS EXTERIOR FRENCH & SLIDING DRS A w U b bq oo ,a M O of each continuous run of treads or flight (=O Smoke Detector ^ ' Plans indicates ANDERSEN series 400 Tilit Wash with FOUR OR MORE RISERS. ►�i -+ n1 � Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9, - PLATE HEIGHT FIA O 'b stair tread nosing,shall not be less than To be designed & installed as per manufacturers co Refer to DWG-1 General Notes �,, ��D AR�y �/ +� o ct 34 Inches and not more than 38 inches. specification for 140 ultimate design winds speedPLAN All Handrails shall be continuous the full p g p In accordance with Section 915 of the 1ST FLOOR GUARDS R312.1 and Table 301.2 2 , 301.2 3 O length of the stair from a point directly � � � � 2020 IFC, R314, R315 of the Residential above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC= .30 I I it " code of NYS SCALE; 1/4 _ V _O GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF � directly above the lowest riser of the flight. EGRESS: shall meet R 310 OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, � Handralls adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings RAMPS AND LANDINGS,THAT ARE LOCATED MORE space of not be less than 1-1/2 Inches Substitutions made upon meeting Code. With an Attached Motor Vehicle Related Occupancy THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR between the wall and the handrail, p g AREA SCHEDULE OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES see code for exceptions.Refer to See page one, general notes for additional Carbon monoxide detection shall be installed in a central or otherwise approved HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. Code for grip size specifications. code requirements. location In each occupiable space in a commercial building and within 10 feet of NAME AREA INSECT SCREENING SHALL NOT BE the entrance to sleeping areas and sleeping units in residential buildings CONSIDERED AS A GUARD. OP and commercial buildings that: FIRST FLOOR AREA 1270.7 sq ft, GARAGE AREA 607.0 sq ft. HANDRAILS R311.7.8 1. Have a communicating opening with an attached motor vehicle related occupancy, 2. Share one or more common walls with an attached motor vehicle related occupancy,or HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 3. Are located one story above or below a motor vehicle related occupancy. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. I TOP OF ROOF CONT. RIDGE VENT - - - - - - - - - - - - - o 3 a� c i' 12 12 % o 8 8 U E 0 Lo 00 Top of Plat — _ - - _ �♦ z U) o � _tr=--�----� v LL W O W ♦ ' 1 ' E z 00, BIDT T , WQQ W • ❑ o Top of Sub oor U . — _ _ �♦ Top of Plat - - - - _ `♦ W Z ' w Z `err— ❑ W ❑ O U) W 0 o 0 L0 � ,� o 04 � L0o Xo � 0 � L0 EMTop of Sub oor Top of Fou dation — - _ - N_ •U D Is U1111111111111111 . m 01 m� �� `O O.� O N C C y y p O w V p t1 fCD v T P I r- I A C C L d D � j C fC7 lip �w �Dwo 01 4'-0" I 40'-0" m o a o a m u; m°uQ y C GU O I ornEco sa•NII oc� 3 I 1 1 nr= D3 � = 4 ' I LEFT ELEVATION I ' i i = m �a = ��N� y�, I I I l oL c c ro s 1,4 0 3 9 E l I SCALE: 1/4" = 1 '-0' I l a a o 0 __w w 0 tz I I I I 1 _1 .1 _Top ofFootin ".._ - - - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - L J = 0wmc L� - og � U1 N•' �p U w II — — — — — — — — — -- — — — — — — — — 1 — — — — — — — -- — 1� I- o y m >T F- m E CR. o a I I I / TOP OF ROOF _ — _ — - _ CONT. RIDGE VENT em12 12 ` 10 10 CONT. RIDGE VENT -0 nfpjatl� Top of Plate_ w O ♦ z 04 II �- �A / ♦ N N 0 w / co ♦ J 9 T T T Z t a w / cn Top of Subfloor ' Top of Plate MCI o 03 � C, U Top of Subfloor _ [� H d Top of FoundatioEl El[I rl -07= n ai ►� M Ua w,0=0, 36'-0" I I I I I I 1 I I I I I I 20'-0" � l I I I l l FRONT ELEVATION I I I I I I I SCALE: 1 /4"I= 1 '-0" Cn 911 Top ofFootin.� .— . _ �r- - - — - — - --- - - - - - — - - — — — — — — �_ _ T — r '` " y ZS - Z S - - - - - - i CONT. RIDGE VENT ♦ TOP OF ROOF o c 0 / ♦ CL ♦ rn m ♦ .. U E / ASPHALT SHINGLES ♦ L7 cED / ♦ _.1LO a co (n GUTTERS & LEADERS ♦ ♦ ? T- 0) AS REQUIRED ♦ m �, TYPICAL 0 = , �P♦S f _ Too of Platy z C ) o♦ w � . ._ . Q� rl� 0 / ♦ / � 1 ♦ ♦ Oz T t 4 ♦ UE- � / � T T IT Ell ♦ ♦ �ZQE0 / ♦ p w o / op of Subfloor w r' - Too of Plate ♦ ♦ z Lj / - - - - ♦ z � ♦ Ow � p _ _ � wOo 0 to rn � 0E T T T T � p0 � : $2 r V J -F+ m co lop of Subfloor , a E•N - - . T of Foundation a o o y wE r� ,nvow �o 0 I 1 1 1 1 1 c 20'-0" s� ocQi �w `o I I I I I m o o a.0 0 y n w I I I I I cy2co m.0 oc3 ` mrcin o 3 r c'c+�'3 0 C, - - - - - _ _ - - = _ � - - I LJ LJ REAR ELEVATION I gam�� O V Z - - — -�- - I SCALE: 1 /4�� _ 1 ,_0„ , _ e m C C.0 L ,.; O F �pa �c VW cEso � m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f6 Z C ¢N c 2 C m O 1— — — — — — — — — — — — — — — — — — — — — — — 1 �_ . .� . m c n E m m v c $w To�ofFootino M f MEaE0 L - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - � R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway. Exterior stairways TOP OF ROOF providing access to a basement from the outdoor grade . _ . — . _ . — . _.. . _ CONT. RIDGE VENT level shall be provided with an artificial light source located at the bottom of the stairway. / / 12 12 8 � � $ i / ♦ w Top of Plate- 12 1 11 12 ♦ ♦ z 12 12 ` ♦ o p �^ ♦ ♦ w ♦ N (n w ♦O�'� / / ♦ Q w v Q 12 00 ♦ ♦ / 4 / Top of Subfloor / Top of Plate 4 W 4 4 � cv Top of Subfloor M � Top of Foundation - _ U I on o - - — - - pp4x S------------------ N U j, 1 I 1 1 ► , O 40'-0" I I �1 - - - I1 - - - - - - - - - - - - - - - - - - - - - - - - II - - - 1� I '�'��.� � y�^ /�� RIGHT ELEVATION a Top_of Footino_ SCALE. 1 /4n _ 1 n —0 � NE`' �. 10 ram^