Documents › Planning Board, 2026-10-27

map survey 13 pages Scanned/OCR — text may contain errors

Also attached to this agenda item: 8 Dailey Drive ADU DOH Approval 8 Dailey Drive ADU DRAFT Resolution for 10.27.26 1 8 Dailey Drive Engineering Memo 10-23-2026 8 Dailey Drive Exterior Materials SITE PLAN WATERWAY

CIE 3s 74, LIK / PSs Te JL , as Ale oSAriee/ 4 PP See yy ~ , a, AVG, {/>/ ( Yon 9 \y ay NY $ @) REI SOK as a Fed BYTES — Doe PA ccaion / y Sany: LEX aN 4 a eS leg 2 ; é Se, ae : ti ody -y 5 ft Lr , PRES wat WES CO, / ‘Ky oh % neo | Pel we OSLO ET SAG / a ; ! AA RC LY SRA aa ; N. One aD | PER REI I OGR ( / . : Cyn © prs (aerakary [ESI \\)!- : : rel iG ER ERE TEER ee / . OR A sM Ne ge ND x pT CO bel a / SST WA eee 59 W/Z) / . : TN g oa anppaoe es Cel fe / $ os seit | Nay, ) | Retr yr erat OOKEX gS oes pei | - a .. g ecae a Wek ie” Ae lee) Zam / y ™. Heel, | Yi’ iia. ~~ a4 / <a | LE B LS KES rp TE KE IY \ 40,959 SF s el é ih HS ek SSE So eens 2M y ° » lis fl i ’ 4s Hi at fA XDRIVEWAY po seeubhee f ® é AY i" fo u L 2 PROP@SED SECOND FLOOR ADDITION ya ji aon, Xo By R EXISTING GARAGE . / , : i = / 2 J “ " 7 7 cA < JEL J i. £, eo Y / i pe fs moe / / / ow “yf Y, NORTH eA é ie | “ y | y KY - 7 Li dl / : SS, an v: Lf Ry EXISTING (1) STORY BLDG. yo fo NG 7 a Z SK" f™ con f | Oa V a. SA ~ / ANS oo | Sef fh SNM SS My OCG OME : Roe; a L Ne tay = NN /' 3) ron Pa ) : xO ky 25-0 w” prelae OO" F Ss LS AS ed > Se ra aw 4 : woe v4 c. Ww “¢ 87.07. Soe LS ° Jie fe OR Se \i ad Vs jee Big, A” z : Be OOF LOS, [ROT US Sy Le ga” Li a | _ A Jo / 5 = — | Ve Og i 7§ cake 7 (Co af \ ai ron we [ My NA A 4 ba L, 4A « i ] é - Ss gq ey S INFORMATION FOR THIS SITE PLAN WAS OBTAINED BY : : NG Kae S WA { ®, Spe LY ITE PLAN A SURVEY PREPARED BY: FRANK C. BOND NYLS . S aa, le ave, . ge o “O, “On wl g € Zz E 8 9] 8} 5 5 4 LIST OF DRAWINGS: NEW ADU SECOND FLOOR ADDITION FOR: ZONING INFORMATION - CROTON-ON-HUDSON Z| Siz 2 A-2 GENERAL NOTES & WINJOR. SCHEDULE SSS. Se ZONING DISTRICT = RA-25 TAX LOT: 68.14-6-4 > c 28 ASEXISTING & PROPOSED First FLooRPLAN = | MEAGHAN WILLIMANN NEW ACCESSARY DWELLING ADDITION Z a|233 Paes Peamf NO al258 1S PROPOSED SECOND FLOOR PLAN 8 DAILEY DRIVE MN SETORGK FRCN SDEGF PROPER] maa | nae? we ——] a] 3lg48 A.7 SIDE ELEVATION CROTON-ON-HUDSON NY 10520 fin SeTBAGKFROMFRONT) «Love [NO | Cea IDOE Me AE EE VATION SS = —_—— MIN S@ELOTREGURED «Sooo fangs | No | - Tea {square Lat Width | Lot Depth . Side One: Aree Arca Height Building Required Off- = A-11 REScheck District _ Section feet) (feet (feet) | Front Both Wards | Rear | (square feet) Ratio! tstoriesfect) | Coverage _| Street Parking ee ee Ge A-12 EXISTING & PROPOSED FRONT ELEVATIONS RA-00 $230.33 60.000 7s 228 SO 30 80 as Per du 1.400 O18 2835 i" Dpesdu | 0-13 EXISTING & PROPOSED REAR ELEVATIONS QO | Main Nea 8 Sg al lO NOTES s oo | 5 5 DP : = , 7. Contractors are to file Insurance Certificates and obtain and pay for all Permits, Cat 3 ALL WORK FOR THIS PROJECT SHALL COMPLY WITH THE FOLLOWING 2025 CODES OF NEW YORK STATE: schedule all required inspections with notification to Inspectors and Architect, obtain alll g = f fs — RESIDENTIAL BUILDING CODE OF NYS Code approvals and NBFU Certificate, and file for and obtain Certificate of Occupancy. * q: A — ENERGY CONSERVATION CONSTRUCTION CODE OF NYS No Work to start prior to obtaining Permits. 3 i ait — FIRE CODE OF NYS 8. Contractors shall coordinate all Work procedures and working hours with local 418) ag -— FUEL GAS CODE OF NYS Authorities. a Pw — MECHANICAL CODE_OF NYS . as . . . - . fo) — PLUMBING CODE OF NYS . Due to A inccesesibility ef een framing ond Gonstruction fe eone: Ae arehitect PAP - as indicated assumed structural relationships. The Contractor will be expected to PROPERTY MAINTENANCE CODE OF NYS perform the necessary Work to complete the indicated details where, in the sole opinion CONTRACTOR TO RETURN SITE TO ITS ORIGINAL CONDITION. SEED & WATER AFFECTED AREA of the Architect, uncovered conditions are normal or reasonable standard. 5 AS REQUIRED. 1°. bon tae: shall be responsible for all coordination with Union Officials and shall ee 58 Z 28 at all Trades comply wi qual Opportuni andards. The Owner/Client reserves the i CONTRACTOR TO INSTALL INTERIOR WOOD TRIM ON ALL NEW WINDOWS & DOORS. right to use minor non—union Contractors without prejudice to the qaie of others, and 2 208s fe i eee ALL FRAMING MEMBERS TO BE DOUGLAS FIR-LARCH, No.2. will expect the Contractor to cooperate as needed. g er MODULAR OF ELASTICITY (E) EQUALS 1,600,000PSI WITH A DEFLECTION LIMIT OF L/360 see igs H 11. All indicated Survey material is for general reference only. The Architect assumes see 8 Btls ri ALL FLOOR, WALL & CEILING FINISHES SHALL BE SELECTED AS PER OWNER, PURCHASED no responsibility for the accuracy or correctness of any of the indicated material. Hs BE 3 y AND INSTALLED BY CONTRACTOR. 12. Contractor shall be responsible for protection of all existing and new conditions and 5 it Hl | ALL NEW WINDOWS SHALL BE AS MANUFACTURED materials within and adjacent to the construction area. Any damage caused by 4 j BY ANDERSEN WITH INSULATED GLAZING. INCLUDE execution of the Work indicated or implied herein shall be repaired or replaced to the q z Hi i ALL INSECT SCREENS, HARDWARE, ACCESSORIES & Owner's satisfaction at the Contractor's sole expense. ge eee SES y GRILLS. 13. Contractor shall keep work site free from debris and accumulated refuse, and _ shall have sole responsibility for protecting all dangerous areas from entry by unauthorized GENERAL NOTES: parties. 1. The General Conditions of the Construction of Buildings, Standard Form of the AIA, 14. Drawings may be rough scaled for estimating and general purposes, but are not to « 1987 Edition, Articles 1 through 14 inclusive, plus subsequent Amendments, are made be scaled for construction locations, dimensions, or any other purposes. Consult with ' alteration or addition to the document is a violation of Section 77209 of the New York Architect for final sizes, dimensions and locations. 3 State Education Law. These documents remain the exclusive property of the Architect, part of this Specifications to the same extent as if herein written full out. Unauthorized and may not be used for any purpose whatsoever without written consent of the 15. Contractor shall layout his work and be responsible for its’ correctness and safety, Architect. and shall give necessary dimensions to all parties. 2. Contractors shail visit the site and be responsible for having recorded all conditions 16. By starting any work, Contractor signifies acceptance of the previously installed [| Sr soe rooted east onic Saal oe me compenenton, Based on ioneranc Se Eee gg, Femina. end waves any rignt to Blame’ prior Werk for any 3. All work is to conform to all applicable requirements of local. governing Codes, State Construction and Energy Conservation Codes, Health Code, Fire Department v7. Ml patching shall be gone to match existing. Finish to match Ganecrtlent All plane . a . or direction. Store unused salvaged materials where requeste wner /Client. Feo tractices and Utility Codes, FHA Framing Standards, OSHA Codes, and best salvaged materials are the property of the Owner /Client. y A 4. All dimensions and conditions shown and assumed on the Drawings must be verified 18. Contractor to order specific materials indicated herein immediately after being [oy “ eC 9 ral , . 4 : f</<% at the site by the Contractor before ordering any material or doing any work. Any authorized to proceed. No substitutions permitted without approval of Architect, and (als: yD discrepancies or errors in the Plans, Specifications, and/or Details must be reported to poomote, will be liable for delays caused by Contractor's failure to order materials rs =” the Architect at once. No change in Plans, details or dimensions is permissible without ‘ SO a < the consent of the Architect. Should the Contractor fail to notify the Architect with a 19. Contractor to design and install adequate and Code approved shoring and bracing ee reasonable time, he shall be responsible for the cost of rectifying such errors. where needed to safely complete structural Work. Contractor to assume full and sole —— 5. The Architect has indicated and estimated certain conditions, either not shown or responsibility for the structural adequacy of the shoring, and for any injuries, damage, ° considered reliable on older Drawings furnished to Architect by Owner, or not cracks, or efects caused by shoring or bracing, and shall repair all such damage at his R measurable due to total absence of any Drawings, or too inaccessible to verify in the P : — . . . . ohare 20. All work shall be guaranteed for one year after Final Payment. General Contractor to field prior to preparing Drawings. The Architect therefore, takes no responsibility for the furnish written quarantee on his work and’ all Subcontractor work, against defects 5 accuracy of these estimated conditions, has shown work requirements on the Drawings resulting from the use of inferior materials, equipment, or workmanship, as determined 22 for Bidding scope only. solely by the Architect. All such defects are to be replaced or repaired, complete with . z o cope ny labor and materials, at t to the 0 Le 6. Minor details not usually shown or specified, but necessary for proper and acceptable apor ane MaAkerials, GENE Cost to we Lwner Es construction, installation, or operation of any part of the Work, as determined by the 21. Substitutions or equipment or materials other than those shown on the Drawings or 5 Architect, shall be included in the Work the some as if herein specified or indicated. in the Specifications shall be made only upon approval of the Architect or Owner as noted on the Drawings or in these Specifications. The Contractor shall submit his 3 2 substitution for approval before releasing ony order for fabrication and/or shipment. The E & Architect reserves the right to disapprove such substitution, provided in his sole opinion, a 2 the item offered is not the equal of the item specified. Where a Contractor proposes to a > use an item other than that specified or detailed on the Drawings, which requires any Sz a redesign o e structure, partitions, piping, wiring, or of any other part o e technical, WINDOW & DOOR SCHEDULE electrical or architectural layout, all such redesign, and all new drawings and detailing mAs 8 Note: All windows to have screens. required therefore shall, with the approval of the Architect, be prepored by the Qa 2,5 Contractor of nis oun expense a Slzez DOUBLEHUNG | "ANDERSEN | "rweesig | azas_ | Sz tarxa-o7m" fnsu || A tr slo ne ee se ee Te, eer ae E| 2258 | @ | s | oso 3°2 118" X 4-0 7/8" | INSUL. inspection, operation, maintenance and repair. Minor deviations from the Drawings may 2 $5 | wy | 2 | DOUBLE HUNG ANDERSEN | Tws046 | oe2 ss 3-2178"X 4-878" | INSUL.| EGRESSWN. | be made to accomplish this but changes of magnitude shall not be made without prior g 2 OZE | @ [3 | Roorwwoow | veux [cos | tz | axes [INSU [VENTED | Mien aPProval from Ine Archilect. fal S125 - : site restored to existing condition, including, but limited to, the following: = caused by Owner or others doing N.I.C. Work. All wet mopping not in this Contract. CN] ef Rete Seat Rernporary enclosures ond barricades, all temporary offices, telephones, HD GO GO GO - g § Pm : <L a a A Z| AREA OF WORK < 3) rrr SFr pee Pall) . Va) Se Uattl 4 a0) Lo A PATCr ¢ REPAIR WALLS, FLRS: N = .. : l Et *CeUNG ——S— ————— — -E=E + —S oo alo a — 7 p REMOVE DR. @ INFILL OPENING ale re FA LIVING RM. KITCHEN FOYER os :, a (EXIST.) (EXIST.) (BUST) S g geod Es ] ft Hund, | ope ety) b! N [NS aby _ Lox valby : | |i : Abe = To | Be 4 r | | veecubbezay © rt GARAGE BATHRM. me | | | (IST (xIST) + |© ———— ——— TE== | ; ; — —S Kr =n C)EIRST FLOOR PLAN a) EXISTING 2 & ( ) SOS se -» hy | = ? ® | Ll PATCH € REPAIR WALLS, FLRS. 5 & CEILING Ss 2 | | F : 3 re 2 NEW OFFICE : a] g (FORMER BEDROOM) 4 e 3 . < i x zs _|2 Siz 3 oO} as 2 REMOVE DR. € INFILL OPENING + Q 3 382 eZ | y LIVING RM. | Bete (EXIST. 4 Bue on | IEEE: / t / I 2 - | g& @FIRST FLOOR PLAN | | \ i <L (PROPOSED) § Z|e < 0 (i \_ ae Kee oll Bal salar F 3m i i PALS) 3 4'-C" ea) a eS a4 — es A, | eee fT oF Ci ml 7 Tr} | | | ee || 58 i 52 LEDGER: SECURE 2X1Q PT LEDGER BOARD TO 8 #09 fs RIM JOIST W/ 1/2" x 6" HIGH iH epee, i STRENGTH LAG BOLTS THROUGH ENTIRE a i ie Sie fs RIM JOIST. STAGGER BOLTS 16" 0.C. Rott | Ne aA agueee _t 2X10 PT DECK JOISTS | | | © pa H ches af ah iat E J 2X12 FLOOR JOISTS 16" O.C. Mo A bee & LL | it y x is: ( ! | i : EXISTING BEAM! i _ __EXISTING BEAM _ | fF fF {a G | l | Te) NEW 4" PIPE COLUMN SOLID FILL wy oO FOOTING CONSTRUCTION: Ee 6 2-0" X 2-0" X 1-0" CONCRETE FOOTING a(z a W/2 #5 BARS bo eee vo, Ses d ‘ | . O35 of | o Essense ae (es B . 3 REINFORCED CONC. PAD | [a2 1 |S ae SHON X AO" B! ie is ez ee ro Z| Zi oe EEE > | eB 8 S| alg iL | Se z O S| 2 9 O| Ss 3 z|| 4 Gue2 bl Slzz2 (FIRST FLOOR PLAN i] 3]346 = u <0 it) 825 Kee OT g 3 Z| (| Zio (i \_ ee as ais s+ laaik Or (B) | (B) | Ale) ae “6 =o ———— — 5 Ole 2S see : : = - 3080 ————— re) rau re) "4a" ! x (D) FC acctihe de i y S tyes | a oepeiys : ! vecctietaey - TUB | be He is *| BEDROOM 5'-8" | faut ROOF BELO a NEW PP - yHESUBRERES © — | BATHRM.§ 4 [et | |Our I | Ga | tg 1O' CO" FT : @) nc _ peels — 22° 20H. 1! BA g e CL. L. \ = | — wu NEW NEW oS St | Kage \ ROOF BELGW — | | te } : CO TF] | SS PONT ee TY = | © KITCHENETTE LIVING | | ae ee — pee r--P-- (Cj COMBO LIGHT ¢ EXHAUST FAN 0 f toot toot | 03 Ol : fi Le: I ! { I | I =! II & i | i i i | O | A a7) e) (END CARBON MONOXIDE DETECTOR OO ! i a | N Z| 3s ; a 3 BATTERY OPERATED | ©) | ! © | | (©) ! ey) * REINFORCED CONC. PAD g 3 2 SMOKE DETECTOR [SKYLIGHT [SKYLIGHT], SKYLIGHT 6 | scale wores. a| Bs 3 BATTERY OPERATED 20'-5" * BY RISER MAX. (CLOSED) é alz23 25 ee |e F-- ! "TREAD MIN. ray i ——— Eee ! ° ‘ iz RET — Way Try ——Tay | if pH GSe l ON | a Oe LO Ww : i (PROPOSED SECOND FLOOR PLAN EE) H <L Z| Z| ae i et i Bi I. an 0, aa oe gl —_— 58 ai 58 ist i g HEetetlg j votre i a) & ce nie ro) TOP OF PLATE ELEVATION: +6-6" PO —C—C“(“‘($RNRNNNNN_—sdJ 3° PVC CORNER BD. — - : es : - VINYL SIDING 5" EXPOSURE + +] J J [J 6° PVC TRIM BD. — OT Ld FIN. SECOND FLR. <—— a ELEVATION: +010" —— Eon to ene Ne ae i [ s—“(‘C!WCO~*~*~™~™~;”OWOWOWWWWWOWOOO~™..TO a, i) ERE *y Se . YT —(‘“CSsSs~s~SCSCSCSC*z 5 v | s—isdC| i Fs = ——— ik fe i_|ib3 | s—isdC : P| Zi zs | Ql e 8 | “i | = L_ a] 23 3 || 23 2 Ww aS3w2 -| slzz2 Z|| Bz°9 Ol azo trl =|925 fu | B|BS = FRONT ELEVATION r le he a. 3 et Bi 3)o i i gor! 12 12 OQ 6 “6 Z| <q aN aE aS aS 58 4H 58 AS oo teat g at 4 AN ie 3B fe i SN oBz aepues “ SKYLIGHT ZS ie bh Hi 0 OCOC“#UNNNN a oSt}pFFSSTTTONwOonnW-wnn—-—-v""2" #”#” ”/ ™. i Hel i 6" PVC TRIM BD. a __ _|___ TOP OF PLATE _ a iit i 3" PVC TRIM BD. Za ZA OOOCOCOC“*SCOC“‘#NNNNNS$§@—« OW OY Of ELEVATION: +8'-O" sHEeuREEES © a” A A 1 4 OF PLATE _ _ —I—rooEEe fo ELEVATION: +6'-G" ae DE, f__| | '-EQ" OS OY TL A. dt a” 0 | _ 3" PVC CORNER BD. i TT OO™OOCOCOC“(NSNS—COCWO”~C“‘(<C€C*YH—w fH | | XD} | : ae pve — —OO———“#(TNN.OY# fT = H "PVC WIN, TRIM | a” 0 VINYL SIDING 5" EXPOSURE |_—— ————G id aan IDING 5" EXPOSU = ees — rd a” a a 2 8" PVC TRIM BD J | @ | eeeseseeeEY sO o ; | PY TOO Y—/ |W [—S “1 a ee A ae in COCOCOCOC“(#R#RENENETNS’— OC F— H_ 4 FIN. SECOND FLR. | 7 NE /_ {| TT FIN. SECOND ELR. ATTA LAD SSS CC“(“#$LLUE“A SK} FH —— 4] casio a ELEVATION: +0-0" 4{ ELEVATION: +0'-0" 4h [sf Apa ———_" Ke — oS : Wa—m ; Le} 5 | | Aes Ae Pal —= 1) rR 4 as | Z| AY 1 | } I — o I 5 g -_ 3 : ] 3S ft —— ] 3 | — Le = SO & Z | remd Z| 2 2 ___|| | é INFIL / a) : 3 ne oo F > nee fone at } £] Sz 2 Pe et frat on Tes ale 2 es DA Karen aoa u a|2 5 go aon ee ay Ww Slee fate ee hae srk w| Sz53 Pane tata Oe ao a <5 ee Seed! att 20 2/525 — se sane (O]PB/BS5 pSeere (q)SIDE ELEVATION g z g a! < ©) a. 3 oe) Bey ier l Bi 3|% i le eet! ZI 38 4# 59 q peer | if peels j bye aeguees arietay t i ea bagi 4 TOP OF PLATE | He fae ELEVATION: 8-00 TB Pee C—COC‘zC OH. CS TT TCS CS TC SCS SCS CS dd i __ | | Td H CS TT ee 3" PVC CORNER BD. Cd CT CS Z PCY _ ———— 3" PVC WIN. TRIM eS) -— SS | E TCS TTS TO VINYL SIDING 5" EXPOSURE , | ——————————— | PT po @ ———————— | 8" PVC TRIM BD. Tn = ef = FIN. SECOND FLR. Le cS ELEVATION: +0-0"| | —————— ——— KS >) 9 [tSC~*” Pe —“(‘“(C*S*SC i —* ae 2 oS \, gl [Ds # : ee ee a 4S | ; g uk 3 | q = | isd Fs z| = Oo) 2 § Fi oa} os | ge: Wy cls 2 ju? Wi S23 || aze9 a) zas ei 631235 pO gess REAR ELEVATION g Z yAla < S a 3 Sint fel Bes ROOF CONSTRUCTION: LEE MESS = on i an NEW SHINGLES TO BE 30 YEAR ARCHITECTURAL 12 FS | EON Ie) ay GRADE ON | 5# BUILDING FELT ON 5/8" CDX PLYWOOD G LOE PO NS a 07 SHEATHING. 2"x1O" ROOF RAFTERS 16'0.C. LEE” EES Z| CLOSED CELL SPRAY FOAM INSULATION R-49 MIN. AEE ESS PROVIDE ICE BARRIER SHEET 48" UP FROM a SN ALL EAVES EDGE POINT AND VALLEYS. FL EEE g fede Es i PROVIDE (6) FASTENERS PER ROOF SHINGLE. sxytigHt ZO AF ON seat af FASTENERS TO BE GALVANIZED STEEL, 7 = SEE bee abguees STANLESS STE. ANNUM OR COPTER : CNN toe or re eaiy ROOFING NAILS MINIMUM | 2 GAUGE. AEN PS Sf — NS pep ey ie a AES = = = ELEVATION: +8'-O ad ‘ iS TOP OF PLATE _ _ LS : aad EE x @ ELEVATION: +6'-6" fal 33 CEILING CONSTRUCTION: = Cl. BEDRM._ = 2"X | O" CEILING JOISTS/COLLAR TIES 16'0.C. |83 c 2 | \/2" DRYWALL PRIMED ¢ s = } PAINTED AS PER OWNER. = = FLOOR CONSTRUCTION: S I 3/4" PLYWOOD SHEATHING S = , | ON 2X12 16" O.C. 33 SI R-30 BATT INSULATION = = os 33 B- AM +H OND FIN. SECOND FLR. | _ = = = : +0! | | ne p ELEVATION: +O-0! IxspaxxegpRerR CePA RALLY ARR PAZERA RPL LRP es ea WY = a ; not re: x on. EXISTING 3- 2X10 BM. 4 2 WALL CONSTRUCTION: GARAGE hl SIDING AS PER ELEVATIONS EXISTING hg j OVER "TYVEK HOUSEWRAP" 1/2" CDX ¥ PLYWOOD SHEATHING. 2"x6" WOOD NEW 4" PIPE COLUMN SOLID FILL L f #2 STUDS 16" O.C. KRAFT FACED BATT : INSULATION R-21 1/2" GYPSUM FOOTING CONSTRUCTION: & BOA PATCHED, PRIMED @ 2'-O" X 2'-O" X ['-O" CONCRETE FOOTING Zil z RD, PATC W/2 #5 BARS ol eo &8 PAINTED. WALL PAINT COLOR AS ql a 8 PER OWNER. SS Oy on as 0 < 2 ay ul Sz & ms 2 0] 9 Sw2 Z|| Slse3 ral z99 a) B/za5 65] 3925 FO || Blwor (BUILDING SECTION Ue 2isao : i 8g é Z| i aac i ‘Wr (3) 2X10 PT BEAM [age ae : yy fe) fs ox y - vlad: i 7H POST CAP ; ) x) 3|x i ce - POST CAP oe noua Exteitor sheathing NWA i CEILING GYPSUM BOARD AS BARRIER zlo ay | WY y\ CONTINUOUS BEAD OF SEALANT ® pa ><iK oN, CONTINUOUS BEAD OF SEALANT eal < Housewrap or building paper —-— ih | CONTINUOUS MINIMAL EXPANDING : XB PT POST Siding | : FOAM AT WINDOW PERIMETER wd oe | jaca gels fs Deck board 4 i F i P| 2 POST BASE Zflashing #2 eae : as Hee j SIMPSON #CBQ66 OR EQUAL Gap for drainage 7 olga: Hiss s seat ne. a — ~ q WINDOW UNIT AS AIR BARRIER (i 6 Bf i ser? T keer ee See 1 ei! ——} | |—_ N —}| | |— a @ t : Chemesct SET IR m ETE ' ud. | | Spacer behind ledger Sail CONTINUOUS MINIMAL EXPANDING TT — | eae tae - io | CO FOAM AT WINDOW PERIMETER a LH 4! oJ 16" DIAMETER CONCRETE FOOTING Deck joist ; | {tf eA _ Ss ~The 42" BELOW GRADE f YP yp pa | < CONTINUOUS BEAD OF SEALANT “EMS Os PEITES ra {_ ] os . Tek Te i TW / oS CONTINUOUS BEAD OF ADHESIVE t S| l | : | — . Foundation wall (24 3 TE z =e Zflashing #1 3 CONTINUOUS BEAD OF SEALANT I Ts os Fuel uae =| aan = > N ——| | |= 7 _. 11. Em >t Roose | | lf (oa a (@) LEDGER SECTION NOOO NOOO poanenene | TRTEITETET B-— NM +H ORD Ty] [Nth (STAIR FOOTING SECTION & oO s wefel (@)LYPICAL AIR BARRIER WALL SECTION A Siseeye . G'-O" . NOR ec AX gah ‘a snceen sine , sg IN 2? ROWS a 4" POSTS © 2 g MKF Los 3 > swat? ite semeronzne, renee ovate ciaee | i i fe] fe) Oo (s) 7 S° MIN, FOR 2% 12 ARE USED OR BOLT SPACING IS = REDUCED TO THAT OF LAG SCREWS. . roa FO ATTACH 2 2 BLEDGERS 1028 _} = Ub |_| 2 z eu ee J \_ sescetw on vox ven BAND JOISTS TI] a. = i or St linch = 254mm RAILING DETAIL 5 S (i 3 og LEDGER BOLT LOCATIONS J) 3: ® OO si ai 2 siz 2 qs 2 b 5w2 2e2t 3 2x2 ll 3/299 a|255 il, 31230 i) gees 3 | 5 <r 2 2 ™ ee ma e cneckK-vve SIM | aol ies x my E =| c aE « sgn Compliance Certificate Pale) a Ole Project Information is) < ia Project Title: ADU Second Floor Addition Energy Code 27025 New York City Energy Conservation Cade g Location: Westchester, New York i i Construction type Single Family a8 8 | Project Type. Aadition 2 % By & Prosect Sub Type None A ae ¥ Glazing Area a% bpd dane E Chmate Zone 4a (5499 HDD) eee 8 guy 5 * Project No 1853662 oe 3 All Electric false be He i Is Renewable false 5 6 1 3 Has Battery false dg : E Has Charger false 2 4 2 Has Heat Pump talse ue 4 i224 © Construction Site: Owner/Agent: Designer/Contractor: 8 Dailey Drive Meaghan Willimann Roger Hoffmann Croton-on-Hudson , New York 10520 8 Dalley Drive 224 Main Street Croton-on-Hudson NY 10570 Roger W, Hoftmann, Architect Pi iC c 914,953,0183 Cold Spnng . NY 10516 £ mewitlimann@gmail.com 917-578-8314 i rwharchiterct@anl com s we Energy Credits Li Description Credits B- NM tu OND R408,2,3(5Ma}: Electric water heaters {Option 3) 6.0 oA Required: 5 Proposed: € for, <1 wo | oC igre a </> ees ols View — ° «, \2, a Nas, oui pill . , - Envelope Assemblies FF Ee Prop. Req. Assembly Gross Area or Cavity Cont. Ue Us Prop. Req. © Perimeter RValue R-Value Factor/ fFactor/ UA UA 5 g Factor FFactor i E _ Ceiling: Cathedral Ceiling 5442 aa0 2.0 0071 0.026 11 14 s_& 3 Skylignt: Metal Frame wi = 19 0.028 0.500 1 10 3 Thermal Break z SHGC: 0.25 23 Floor: All-Wood Jost/Iruss 544 30,0 2,0 0,030 9,033 16 18 8 } z Walt: Wood Frame, 16° 748 71.0 20 0.050 0.045 33 30 - oc. & Window: Metal Frame wi 64 0.028 0276 ? 7 pre Thermal Break X SHGC: 0,25 S a Door: Solid Door (under 20 0.028 0270 1 5 0 a S 50% glazing) 0 2 > wx Zz 2 Zz Complance: Passes using TC trade-off 2 Oo Compllance; 31.9% Better Than Code Max UA; 94 Your UA: 64 () ir ES 8 su 2 S\22 The % Better or Worse Than Code Index reflects how close to compliance the house ts based on code trade-off rules DOES = a4 NOT provide an estimate of energy use or cost relative toa minimum-code home 8 2 a 9 Slab-on-grade tradealfs are no longer considered in the UA oF performance complance path in AESchece Fach slab-on-grade ll = ES Pf 5 assembly in the specified climate zone must meel the mnimum energy Code insulation R-value and depth requirements, g 2 Olte <O rll) B38 Compliance Statement Ss s&eteo The proposed building design descnbed here |s consistent with the vuilding plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2025 New York City Energy — Conservation Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checkhst ; Fy a Roger W. Hoffmann, Architect if Wf - 4.1.26 5 < £ Name - Title Sianature Date é ZH S) ae oo 5 ot lat — Sey A | gop ooo Sl mI) == Ke tad | ee S————— adalat i HH ae ai hn H TH = vl = fait — ad fe x © (FRONT ELEVATION Yack o il 1G rE i” ih h a <= 3 * a) 8} 5 ™ < f a/2 05 ‘ Ld aor BEES $|| 3|255 (2)FRONT ELEVATION (PHOTO #1) cs] i 5 2 m Sar: | 5 shat, Fara a : oe gle CRMs OOo —_—— — === aa | é —— =S=jV= Heel, i INE $< <= — aa ea = eel ELEVATION: +0-0°| | -———— OOo —_ i : 2 = = La renee ¢ ; TCS Tid |S ; Cd a / —o | @)REAR ELEVATION , | pat i ON RE" NA SAL RELY RR 2d Sg) Me Bernt te WORT STAN Aiea (Bes aye Se Wen Be pS | ’ rs a NAW Bees Ms gad tice” ? CU MALT tit On eT i SG i‘ a’ La “Oe ¢ aw i 1:Aieereyunstiensitepeees a .@, ‘ i ral 5 : p= a H ! « We5 = LJ it Lhe Loi a 7; ip cr Z| 2| 2 Lun Os a a : 3 ; vg ———— = tame - 4A. z= : t Se alg 2 e . = 4 2)\Sw2 =. s —. _ —= : pee - —— = Pe >|t>z 2 3a48 1B) 181938 (QREAR ELEVATION (PHOTO #2) cs <=" 3 |