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Home My WebLink About47475-Z �zzz�-'� Town of Southold 5/28/2023 P.O.Box 1179 C2 53095 Main Rd 5�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44140 Date: 5/28/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2395 Grandview Dr., Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-3.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2022 pursuant to which Building Permit No. 47475 dated 2/23/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front entry with deck above, front covered porch,rear covered porch and attached garage as qpplied for. The certificate is issued to Katrakazos,Themis&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2619 12/23/2022 ELECTRICAL CERTIFICATE NO. 47475 1/5/2023 PLUMBERS CERTIFICATION DATED 12/14/2022 rj keconkQ,,Plumbing P Heating L ut 0 z ignature 1. TOWN OF SOUTHOLD suFenc BUILDING DEPARTMENT C4 x TOWN CLERK'S OFFICE "py • SOUTHOLD, NY plpl ��;5 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#: 47475 Date: 2/23/2022 Permission is hereby granted to: Dileo, Fillipo 137 Hamlet Dr Mt. Sinai, NY 11766 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: .2395 Grandview Dr., Orient SCTM # 473889 Sec/Block/Lot# 14.-2-3.18 Pursuant to application dated 1/26/2022 and approved by the Building Inspector. To expire on 8/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,765.60 CO-NEW DWELLING $50.00 Total: $3,815.60 Building Inspector oSUFfei�.c . TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47050 Date: 10/28/2021 Permission is hereby granted to: Dileo, Fillipo 137 Hamlet Dr Mt. Sinai, NY 11766 To: 300A underground electric service. At premises located at: \ f 0 r 6 o 2395 Grandview Dr., Orient v lJ SCTM # 473889 Sec/Block/Lot# 14.-2-3.18 Pursuant to application dated 10/28/2021 and approved by the Building Inspector. To expire on 4/29/2023. Fees: ELECTRIC. $85.00 Total: $85.00 Ing Inspector pF SOUT�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 lrOUNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Themis Katrakazos Address: 2395 Grandview Dr city:Orient St: ny zip: 11957 Building Permit#: 47475 Section: 14 Block: Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME 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 Duplec Recpt gQ Ceiling Fixtures 36 Bath Exhaust Fan 6 Service 3 ph Hot Water 30A GFCI Recpt 16 Wall Fixtures 24 Smoke Detectors 7 Main Panel 200X2 A/C Condenser 5 Single Recpt Recessed Fixtures 91 CO2 Detectors 5 Sub Panel 100A A/C Blower 5 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch 300A UC Lights Dryer Recpt 30AX2 Emergency Strobe Heat Detectors 1 Disconnect Switches 74 4'LED Exit Fixtures El Sump Pump Other Equipment: Fridge, Wine Fridge, Instant Hot, Disposal, Double Oven, DW 2, Micro, W/D 2, Cooktop 30Ax2, Central Vac, ERV, Car Charger, 200A Panel x 2, 80a pool Feed, Sub 12 Circ Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: January 5, 2023 S. Devlin-Cert Electrical Compliance Form SUUryQ� . . a � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �. Southold,NY 11971-0959 Q �` UN BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION i i 1 Date: Building Permit No.A � Owner: (Please print) PC-C 04/L Plumber. G ,, e4-C4 lease print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I i (Plumbers ,_nature) Sworn to before me this z1 _ day o ih 6A 20,Z� NotaryPublic, S county P-4M,'M STEPNOWA tjr�—sry bbft,State of New Cont Mo.UV4W752 .�.'.A rd in W161it COU* i i �Oxxg SOGjyO� # # TOWN OF SOUTNOLD'BUILDING DEPT. G C 765-1802 INSPECTION V,j FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (�2 5'T t r- 6",AT&L r_0u,,-,A_r— r n2 ��•,si'��c�--��/ �liZ�-Y �E�GX26� - FTR�—, A6Ca4,,-_s acGri.,�;�,8� � Vii �E@i b 4PPEw,�6 zs 600 cf) tb 6WK DATE t1-5—ZL INSPECTOR OF SOUIyO� ` # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [VJ INSULATI�yy(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 REM S: oe &OL Lk DATE yO INSPECTOR A\l SOUIyO! # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPEC7ROUG?HPLBG.N [ ] FOUNDATION 1ST [ [ ] 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: v c fey �ri Po i�Az A% Oft DATE INSPECTOR pF SOUTy�6 L) -7 - # # TOWN O SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION .,�DLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i/h© -13 ' -a Ok-e qeV� 1 N yv cj- an aA N N Cd A '4V 6 t A LCKO took's Itke- A---6 mm ) 0 dIl-ov J,Je a DATE INSPECTOR ho��pF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ 1/1 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: J c�r1 — l� .� DATE INSPECTOR I OF SOUTyO`o --- -- -- # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL / b� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI4(RGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI .,� [ ] PRE C/O [ ] RENTAL RE ARKS: De, V fet(ld, 40 vl lilt mv" f DATE ?/ INSPECTOR OE SOUTy� -1 L k 7S TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST f ] 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: -t WO S-1-oi4,Y uN 14 tS No,--r 7Ba TWA/:g�g C,f20 U NP S+00,12 a-i O :TO- UA N S-Vr rr,,A NOT 'ePANV EA= DATE 3 INSPECTOR NEW YOU CI► O INSPECTION FORM HOME ENERGY SOLUTION ' �ss DAVE Z.,..��?.. ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh—C.V. Address23� S � -►�V��.� ❑ Dishwasher ❑ CW ❑ Oven_ _ PPM ❑ Bath Fan_CFM 1211ERV CFM Lot#—Model � i � _r GCoiler AFUE — PPM Orientation - ❑ Furnace AFUE_ PPM Foundation: ❑ Slab ❑ Crawl D Full ❑ DHW Wricilrect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C---Tons SEER� Z #Systems WIndowU SHGC GSHI?_.---Tons .___ BTU TESTS: CA`s TESTING: Blower Door ft?- CFM b•5SZ Ar,14 Base___.__Test——Draft ® Flue Ducts N 1st FLN t- FL CFM Fan Simulated—CFM Missing Gas Leak ❑ Y ❑ N Where Venting Type IJ IL( FD—ts Cw 1M,J, , •rdOw+ / sv✓1 r�X L I t 1 LZI F Comments: HES Representative L _ _ -- Date Site Representative Date , Notes The Inspection resulttstatus represent the result of the Inspection process only and does not reflect the final certification status. g105- Building Envelope and Duet Tightness Report 2018 IKC as amended by the 2020 New York State Supplement,sections 402.4.1.2and 403.3,4 Address of TC5t 2395 Grandview Drive,Orient Nv 11957 Test Datco� 22 Building Perniitf.: 47475 1. 11Zp-- C'Omplianca YatltwxI Perfurnawce fest completed liy: Christopher Silvia R1:SNET Katcr n)tt Hoene T:ncrcry Solutions 415(1,91 NA'1-T:11:)# 187)+,jst h4ain St,-cct 1C:C ID 4 HuntinWon.N�'-1174: BPI r 631-673-1664 Buildine Envelope Tightness Volume Callcidation : Check if: b7oor Arca Volume 0 Cordirioned p,c,rner,t Bels tent 2472 24720 n Canditio ux:{;ram srmc2 1n 2411 24107 S_ilydAn hod 2365 25009 .3rd 'The conditioned floor areu of dwelling is calculated in accordance with Ah.SI 2765,except that conditioned floor Attic 22555are3int3u �S areas v:here the CiOling hfiidht is Iess than Total Volume 96391 tt. C1:'vf(a;50 Pa 936 Air changesibrc i 0 pa 0.5R tCodcolupliancc: Pas, Duct Tightness:. Post Construction"!e�-Sr+val D t Leafage System-l: 1Vithin Condition Space Duct Location Conditioned Space floor Arca " % _ l.etil+'f1;:c Cal ra)25pa N?A CFM1100 117 CFA N!A `-' Cade Compliance: Exempt Sy%tem-2: Within Condition Space Duct).ocation Conditioned Space B7oor Arcus Leakage CFh4(rv,25pa V?A CRI11100 f12 CFA v1A Cade Compliance: 1=xcmpt System-3: NVithin Condition SpaCe Duct Location Conditioned Sp _ Space FlomAtti'�t � - Leakage CfiNi(d;25pa G1l"'f+IUU ft?CFA NSA Code Compliance.-I Exempt All building envelope Gghtiness testing has been verrfied using instruments and procedures spcci4ed In ASTM 17,1$27 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and Ulcnum system has been verified as required by the 2018 IECC as amended by 2020 New York Statc Supplement,Section 4033.4. Si;;nat�re: Date: 12?I12022 Christopwr Silvia,Nonce 1:ner y Solutions e e � • ® • eFM 113e • e • o e � ® 1 �[ ... MAN v Folk ROUGH TRAKe �1 ` Qi e t,DOM WA FV n r �7j • a• r �i ' o., � _ar .d t" di��„• —STI ,�_ ��A • ee ® a o MOM .r�► a Q e TOWN OF SOUTHOLD—BUILDING-DEPARTMENT Gy Annex 54 Town 375-Main,Road-P4 Box.1-179 Southold,NY 11971 ,0959 Telephone (631) 7654802 Fax(631).765-9502 https://www.southoldtownny.gov Date-Received APPLICATION FOR BUILDING PERMIT For Cffice-Use-Only FIE PERMIT NO. � Building Inspector: 17r JAN 2 6 2022 pP kb 'y BUILDiNG TOWN OF 9OUTHOLD "b" a: 'W Where the -tfi capo.icati6rismilt'n6t. e,' c-cepie'6. -plicant is 6ot. wowrter,,an`, Aufhorrzatibn,form Pake2Yshai[VWc61 d Date:1/25/2022 Name: scTM#1000- THEMIS KATRAKAZOS 14-027118 'Project Address i 7 , NY :2395 GRANDVIEWDRIVE,, ORIENT Phone#::91-7-295..0834 mail KAZ0SCMOL.COM Mailing Ad.dress.:2,6-.Wl,-,NCHE,STER.-DRI--,,VE, ,:MANH,,ASS-ET,,..N'.Y,1'l:-0.3.0 'CONTACT,PERSON" , Name:THEMIS KATRA-KAZOS V;E.I r.e RE 0 % ANHA E.T.�NY 11030 M ailingAdd ss:26'WINQUESTER Q A .7Phone.#:917295-08,34 -Email-T K A�TT R-A K AZO S Cc-DAO L C 0 M -DEStGNOROFESSfONALiwFo'RMATION: 'Name:, ROBERT -HIGGINS. . Mailing Address:50 HICIDENAGRES PATH WADJN,G�,RIVER-, NY 11-792— Phone#:631-208-335-1- 'Email': 531-208-3351 .0 oN di4TRACTORIM. M Name: THEMISKATRAKAZOS Mailing Add I ress: 6 WINCHESTER.Q.-RIVE, .1\dANHA SSEL NY 11.03Q Phone#: Email: 9-17-295,0,834 TKATRAKAZOS.aCom AOL '"fOSCONSTRUCTION Eb DESCRIO,nok,. ©New Structure OAddition DAlteration 0,Repair DDemolition Estimated Cost.of Project:, 00ther $700,000.00 fWi1-t�elot.'be-re-graded? 'E]Yes!RNo Will excess fiii be-removed from premises? E]Yes *No P1tOPERTY 9Nf04tMATlON, Existing use of property:RESIDE AIL Intended use of property:RESIDENTAI.L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R4a this property? ❑Yes ®No IF'YES, PROVIDE A COPY. Q,CFieekyBox After.Readirig: The owner/contractor/designprofessionai is responsiiSie for.all rlratnage and'storm 'i Id as provided by " in r236oftheTownCdef'APPLICATIONISHREBy:MADEtotieBuildDeparmentfor tessuancemgZone !ha' i Pte Ordinance of the TbWn'of;Sou'thold,regoattoris Suffolk,County;New York and other applicable Laws,Ordinances or RegU',, fol the construction ofaiuildings, ' additions,alterations of dor removal or demolition as herein described..The,appticant agrees to comply with all applicable taws,ordinances,building code, housing code aiid andrta,admit authorized inspectors onp em6es aril an'buiidiiigf s)for necessary inspections.False statements►nade.hemin are puistshable as a dass;A misdemeanor,pursuantto"Section2i0A5(of it eoAew York State Penat,Law: Application Submitted-By(print name): DAutlioriied Agent R'owner Signature of Applicant: Date: 1/24/2022 STATE OF NEW YORK) SS: COUNTY OF -51 JB2t K �,l,,L 1 ,GZ 1 Y(, .Zos being duly sworn, deposes and says that,(s)he is the applicant JName of individuai'signing acontract},above mined, ~(Contractor,Agent,Corporate Officer, etc.) of said-owner or owners,and is dViy-authorized Wperfarm or'haveperforrned'the said work and to make and five this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �J a ' 11 20r acvw otary Pubric TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTYOWNER AUTHO RtZ'ATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30, I� residing at dn.herelay.authorize,. to apply on.. my beliYal`�to-the Town of.Sou ho@"df:BuMing Department for approval(as=dfescrilbed herein. Owner's Signature Date ',Pr3nt,;Own-er',.sikarn.e 2 �o�svFFoc,��o Gym BUILDING DEPARTMENT-Electrical Inspector H = TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y 94 `lTelephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate #-L i Date 0dobe r.. ��B2021 Customer Name Di m o_- Electrician Name .-,T Address;)'59Cti ) r' _v)+- IIR57 Phone 511.v- - 6(p ) e-mail e-mail 4 A L •Corn Phone 91 -7-. - 063LL License# 57S - E Size 2(DQ A Phase , Overhead Underground �1_ _ #of Meters ) Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This is valid for 90 days the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector IN OF SOLYTHOLD Town �aII Annex - 5 '375 Jain Road PO Box 1179 nti� =A' r Southold, New York 11 1971-0959 _« _ 4 Bleph©ne (S3 t} 765-i 802 - FAX (63 r) 765-9502 mow' rotgerr(8-southoldtownny-go - seat"}di-Dso,itt,,c dta,;y :ny.guv APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (ni►Information Required) Date: Company Marne: ' Name: J t!�uAr2r,� License No.: email: l C y L Cwt Address: P o Rcv- r S S©vT,1,Lo u� N y— � � a Phone No. gWSe JOB SITE INFORMATION (Adf Information Required) Name: f2z rel-')1 S fCF1 7`O2,q 141-1 7,D'S Address: __2 3 RS_' iu u,5� Grass Street: (15F ?S Phone No.: i c;2 Bldg.Permit#: email: Tax-leap District: 1000 ection: Block: a Lot: BRIEF DESCRIPTION OF WORK (PI as Print Clearly) Cc- ick. 7 / As Circle Alf That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: YES l NO Issued On �eMa�QW Ib-2-0-21 -Temp 16foImation: (All information required) 3 Ph Size: :�>00 A #.Deters LOld meter# Service SaCE New Service Fire Reconnect-Flood Reconnect- Service Reconnected Jndergreund Overread Underground lateral- 1 2 H Frame Pole Work done on Service? Y N Additional Information: OCT 2 82021 f � IT DUE.WITH APPLICATION BUILDING DEPT. TOWN OF SOUTHOLD Request for Inspection Formats . BUILDING DEPARTMENT- ElectKd �lhspeTOWN OF SOUTHOiI�IV ,? :%1`1LDi � Town Hall Annex'- 54375 Main Road - O Box 1179 BUILDING DEpy �. _Pry 0 Sodthold,'New York 11971-0959;wN ofsou?�-ioI_r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny gov – seand cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Ar S L..'S 'f_4 L Electrician's Name: License No.: Elec. email: 6:5 1 y/ � 'G�''' Elec. Phone No: ;KI 'request an email copy of Certificate of Compliance Elec. Address.: �D �io3� �� .So u c� 11.q 7.1 JOB SITE INFORMATION (All Information Required) Name: �i�� Address: <Q3 5 S GaAnjo> vtr_� (✓ �Z�r,/� Cross Street: a,5' Phone No.: .7 }S' c 4--34 Bldg.Permit#: V,7 417-1^ — email: Tax Map District: 1000 Section: Block: Lot: , BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): "Gile- Square Footage: 0"yoe:7 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In [],Final Do you need a Temp Certificate?: ❑ YES NO Issued On.' VN Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A ' # Meters Old Meter# F1 New service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect[:]underground❑Overhead # Underground Laterals f I 1 2 [71 H Frame M Pole Work done on Service? MY nN Additional Information: S�gj/L C OBJ S 6_:'1zArp l' PAYMENT DUE WITH APPLICATION 37$ ; �� PERMIT # dr ss: I 1 -714Switches ' ` Outlets 11� `t ' d G F I's Surface Sconces (I -zf H H's UC its Fans Fridge, ` HW f� Ovenj�� WAD 1 Exhaust j Smokes7 DW`r J Mini . � ( i Carbon S Micro ( Generator Combo Cooktop (�/C?� �+ Transfer AC ` AH ji Hood _ Service M!R( r/(/�lQr/✓ 1 Amps Have Used ►, t Special: / C,vt4 C A rt.--C k - Comments 4 V7 �� - A 9Ad om�UnA CV - . a f/A d � S S�FFO[,Y BUILDING DEPARTMENT- Electft- , specto�'�' �p`O COriy� TOWN OF SOUTHOJUN 2 2 2022 DD Town Hall Annex - 54375 Main RoO Box 1179 y BUILDING DEPT. Southold, New York 11971-0959,ww OFSOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@,southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 Company Name: G Ar S e IJsL fL_, L Electrician's Name: 6CJ A 1r u �F4L,D License No.: 6'7,g : Elec. email: (5.51(0911 c7 ,CLr�L C Elec. Phone No: Sfo 8 re a1C 01 request an email copy of Certificate of Compliance Elec. Address.: ?D S,09 JOB SITE INFORMATION (All Information Required) Name: �i�<$ �A�i'jlfi�;an Z 0.6 Address: a 3 qC2 4AeJ2 VI �Al 06 0114eW7- Cross Street: pS- Phone No.: 47'/ a 9 S' eo$.34 Bldg.Permit#: 7S email: Tax Map District: 1000 Section: Block: Lot: , BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4A1 /?9!5,5/n X—e/v CA:- Square Footage: S" zV Circle All That Apply: Is job ready for inspection?-. YES ElNO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# r_1 New Service[]Fire Reconnect[:]Flood Reconnect[:]Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 2 H Frame F1 Pole Work done on Service? Y FIN Additional Information: S ILL/ C o.-J S 6_� )ZAna r C" �-PT PAYMENT DUE WITH APPLICATION 3?8 / U U tD�� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ED-111ON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPEOFIC PURPOSE AND ARE NIT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP 140TSEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T:'_E COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 LEGEND tel, 631.727.2303 fax. 631.721.0144 admin®youngengineering.com 4�t 4 \ CMF =CONCRETE MONUMENT FOUND EXISTING CMS =CONCRETE MONUMENT SET WELL EOP =EDGE OF PAVEMENT WSF =WOOD STAKE FOUND Howard W. Young, Land Surveyor W.5 - = WOOD STAKE SET Thornos C,.Douglas E. Ad ms, Professional Enlpert, Professional gineer ineer END OF DIRECTION/DISTANCE E \ Robert 0. Tast, Archltect \ / \ Robert 5tromeki, Architect \ \ ;rr,; SITE DATA S \ \ %P/7- AREA = 44,734 SQ. FT. *SUBDIVISION-"GRAND VIEW ESTATES" FILED IN THE OFFICE OF TH71E CLERK OF SUFFOLK COUNTY ON JUNE 8,1982 AS FILE NO.7083. \ OP \ +27.2 \ 27.22 G1 +32.15 kPL�° * VERTICAL DATUM =NAVD(1988) odes PROPOSED BASEMENT O \ / *PROPOSED FINISHED FLOOR ELEVATION(S)ARE TO BE VERIFIED BY THE \pm GSA WINDOW WELL \ ,Z$�j l49 �O � lj \ � ( ) dv \ ° Ss O, Q ARCHITECT. n 6 T �an�l LINE OF 2nd STORY CANTILEVER 5E ( ( s r,l: i G Lv C✓ 30.78+ 00 VES P� i. JAN 2 F 906, 1 g 29.58+ L \ O OSED by SANITARY OT SYSTEM 2 N TH / Q \\ $o(k5 Z\3' 33 r +31.52 ��, \ �t A .b� 5� 1.),m 0 °ZP. 26.6D / N ex's E°`PENGINEER'S CERTIFICATION OP\ WOODS 0 90 3 C°000 + �+ ✓ ✓ 'O I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL ' �a 3� ?- 5C� a�Q \Ari \ �• as . GPS SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY M- M d'• ^i,. �5� p5E° E OX DIRECTION.BASED UPON A CAREFUL AND THOROUGFSDY`-OF7HE-SOIL, M "' "' Ao IER`� / PSITE AND GROUNDWATER CONDITIONS,ALL FACILAS*PROPOSED+28.33 , r�\ aEt° CONFORM TO THE SUFFOLK COUNTY DEPARTMENT L`TKS7*RVICESl F / F' Ii ane+•- °+ 1 ,� CONSTRUCTION STANDARDS IN EFFECT AS OF ,IS PROPOSED 55 a• � � 2 o WELL \s + "I,� . PROPOSED •� s 50 25.oe ��"> � ��"��;'�_° \ + P- '' $ WATER SERVICE 28.48 RCF 25.09 \ ^C��a s :' ` . 1 S•. O\0 11A 28.3 ` Lot 14 PROPOSED LOC.OF a 1 A Dw R, w EXISTING ✓ .s. �. !✓ L� :�" "�°'4w" "Grand View Estates" 2 STORY FRAME Zoe b� \ W LL TEST HOLE HOUSE&GARAGE \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n (b BEDROOMS) .` BY McDONALD GEOSERVICES 2 � THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 k DATE:06/15/2021 g FFEL=32.0 Dw GFEL-30.5 R150� , t:=:-I t> DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 d EL=31.3 0.0' 9h 2 652 ' Q WELL n DARK BROWN U+ S \� 30 N LOAM P 1 Q pi t+ Ate° \ �� tp 0- o r O N 1.01 �� N 3� Q o. r w ' SURVEYOR'S CERTIFICATION. BROWN SANDYit slLr r o ✓ 1 L ,: ':' ^' f, f r-?Its C�;�j�•�5 \\ =o <G( I ?- , T f � , 3.0' Doh 56$°� �r_`,- o PALE BROWN p ✓ SILTY SAND o (SM) 15 25 +28.85 Z GWEL=5.3 26.0' �p� J �5>tot E: 1, `' _ WATER IN PALE SPIKE V\e� \\ \ IUBROSANDL� FOUND TT�jOtrcd: -� (SM) \ < \30.0' HOWARD W.YOUNG,N. 5 L.S.NO. 893 \ \ \ �•�I'v�.) _, WATER IN \ \ BROWN AND \ PALE BROWN SURVEY FOR\ \ SILT \ \ (ML) 65.0' Enry \ \ , THEMIS KATRAKAZOS: 45+w'( L.,..E,+FY s`v 1�t-wWATER IN PALEMARIA KATRAKAZOS BROWN FINE '�°C�X`T, ,.: \ SAND pq , 71.0' LOT 14 "GRAND VIEW ESTATES" b HIGHEST EXPECTED - SANITARY CONSTRUCTION NOTES GROUND WATER EL=6.0 at Orient Town of Southold ° N 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK N Suffolk County, New York N COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. 1 �o HEALTH DEPARTMENT USE BUILDING PERMIT SURVEY T°"R Tri Pyr. MI¢ 'Tam 2.ALL COVERS TO BE HEAVY DUN CAST IRON FRAME AND COVER _....." " "" ~^♦� - """""""" CAMPBELL FOUNDRY PAT #1007C OR APPROVED EQUAL. .��'��f-.�.1�s4.e'Li:`,tT d T�J,6,�C{aR0 L En:-..M.;W:c�. 6e.: da::.�.a3.r i k'2,�;N..ma�. `�.A_w.'. n'` / ' ` \�"� County Tax Map District 1000 Section 14 Block 02 Lot 3.18 0- 3.ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI. v 1 0 '? '" "r P •fie- pT' P MAP PREPARED I P''"'!'tT D f �' ,,L C' '°" �n �`�� '`" I � 4.ALL PRECAST CONCRETE SLABS&PRECAST CONCRETE COVERS ( -,Wg.zx r.�"��1'��'�`„"�'e1`7'�a"'�:`�Y��& � �/ �O JUNE 23,2021 �'�* �`'j ' ' SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. � G Record of Revisions ` \ ` O REVISION DATE " r 1') 7.O LZ- r T:.Y`O•.» � -- i 5.BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM OF 3 v� f AMENDED WILDING PERMIT DATA JULY 07 2021 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. ADDRESSES SCDHS NOICA#1 AUG. 23,2021 6.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF SLAB SHALL BE 2.5 FEET. a i f CM11-F23 3 f 7.LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR OF _ CLEAN SAND. ..J..-.� -..d...-.,--_..o._...,...�.T^ ..e�ter, T i WATER LINE(`) C> [IT Bc II .�t' EICTF:D G/THE � 8.EXCAVATION FOR LEACHING POOLS MUST PENETRATE A MINIMUM 40 0 20 40 80 120 SUFFOLK COUNTY DEPT. OF HEALTH SrRVICCS. ` OF b FEET INTO A VIRGIN STRATA OF SAND&GRAVEL BELOW THE . 48 Hours IN ADVAt�ICE BOTTOM OF THE PROPOSED LEACHING POOLS. CALL 052 Scale: 1" = 40' a 7 TO SCH ULE INChECTION(S). JOB N0. 2021-0203 -____. _.._.__.__........... . ___.._ DWG. 2021_0203_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NO!BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTIOI CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N LEGEND 400 Ostrander Avenue, Riverhead, New York IIci01 tel. 651.727.2505 fax. 651.727.0144 DRAINAGE DESIGN admin®youngengineering.com CRITERIA & CALCULATIONS CMF =CONCRETE MONUMENT FOUND V-A R C / CMS =CONCRETE MONUMENT SET Y y� Y ♦�� „ A=AREA AL TRIBUTARY(S.F.) EOP =EDGE OF PAVEMENT Kfi / WSF = WOOD STAKE FOUND Hoard N. Young, Land Surveyor R=RAINFALL(FT,) w EXISTING Thomas 0. Violpert, Professional Engineer C=COEFFICIENT OF RUNOFF F A \� WELL WSS =WOOD STAKE SET p 9 Douglas E. Adams, Professional Engineer LF#1 w E \ • =END OF DIRECTION/DISTANCE g g \ REQUIRED VOLUME \ \ Robert 0. To5t, Architect ROOF: 1,228 S.F.x 2/12 x 1.00= 205 C.F. �: � Robert 5t omski, Architect PROVIDED VOLUME \ \ USE:(1)8' DIA.x 5' DEEP POOL= 211 C.F. \ \ SITE DATA LF#2 \ h°� \ r __71 S �~ aP REQUIRED VOLUME AREA = 44,734 SQ. FT. ROOF: 1,861 S.F.x 2/12 x 1.0= 310 C.F. �\ *SUBDIVISION-IIGRAND VIEW ESTATES"FILED IN THE OFFICE OF THE PROVIDED VOLUME \ Ly CLERK OF SUFFOLK COUNTY ON JUNE 8,1982 AS FILE NO.7083. USE: (1)8' DIA,x 8' DEEP POOL= 338 C.F. LF#3 \ oP * VERTICAL DATUM =NAVD(1988) REQUIRED VOLUME \ +27.2 �\ P DRIVEWAY: 2,790 S.F.x 2/12 x 1.00= 465 C.F. 2 7.22 +3215 \ kt) �'� \J *PROPOSED FINISHED FLOOR ELEVATIONS)ARE TO BE VERIFIED BY THE PROVIDED VOLUME °��3 °,�e5 PROPOSED BASEMENT\ �p / ARCHITECT, USE: (2)8' DIA.x 6' DEEP POOL= 507 C.F. L \�tis WINDOW WELL las�9 O O, \ av\eI �, � 2 LF�3 NOTE .T�ror vpG°(\ + PROPO*Py (\ G ALL ROOF DRAINS TO BE COLLECTED AND < 30'78 011E PIPED TO DRAINAGE STRUCTURES PROVIDED. 29.58+ � \ o yy�O PROPOSED 4 \ ZSANITARY fG rH SYSTEM " +3 '52OA5 ENGINEER'S CERTIFICATION N DW 2h5 p1p. \ 26.60 1 LF#2 lZ�a Eo�p �` \ I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL a� W. • / x8 10 ,lL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY =o DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 1YY;OFTHE5OIL, \ WOO D5 0 3 C p00 � ✓ to SITE AND GROUNDWATER CONDITIONS,ALL FACILI S"AS•PROPOSED, N o X CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F.HEACTfI SERVICES E AAM mM M W ao RovoSERY�� P CONSTRUCTION STANDARDS IN EFFECT AS OF +28.33 p PROPOSED N ar PROPOSED Aw o. \ ✓rr..4 ge.r,'-rate^5»� r' L/ � yA� -r.',' s C(;. ... ' ;�c "fl WATER SERVICE !WELL 28.48 25.08 + Q 25.09oo O LF#1 283 RCF PROPOSED LOC,OF F TEST HOLE 2 STORY FRAME s wl °W + \ / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ' Lot 14 EXISTING BY McDONALD GEOSERVICES II It HOUSE&GARAGE 99 \ WELI. /' THOMAS C.WOLPERT,N.Y.S.P.E.NO,61483 sr'� Grand View Estates DATE:06/15/2021 (6 BEDROOMS) �. DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 \ \ v EL=31.3 0.0' FFEL=32.0 \ `" M� DARK BROWN GFEL=30.5 I LOAM oN �i✓S 1 .LC /1 ` 1 R150 0' EXISTING WELL Oil 1 30 SURVEYOR'S CERTIFI>C'Aoxn� I T1 I0N BROWN SANDY �. o OOSILT 3.0' 0 0 01 o PALE BROWN pSILTY SAND oQ tp I-f ) GWEL=5.3 26.0' WATER IN PALE a \ ✓ c 4 £c /._t BROWN SILTY °�1� �ZS SAND +28.85 \ (SM) HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 SPIKE 30.0' FOUND u(�C `v°G°'(`t� \ \\ WATER IN \ BROWN AND PALEWN SILT \ \\ SURVEY FOR (ML) \ \ 65.0' \ \ THEMIS KATRAKAZOS & WATER IN PALE \ \ \ BROWN FINE \ \ SAND MARIA KATRAKAZOS (SP) \ \ \ LOT 14 "GRAND VIEW ESTATES" M 710 \ HIGHEST EXPECTED SANITARY CONSTRUCTION NOTES at Orient, Town of Southold\\ I GROUND WATER EL=6.0 mtu amlw 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK Suffolk County, New York COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. HEALTH DEPARTMENT USE BUILDING PERMIT SURVEY aI 2.ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER cy o ........__.__._._.__._._._.____._______. _ o - i CAMPBELL FOUNDRY PAT.#1007C OR APPROVED EQUAL. County Tax Map District 1000 Section 14 Block 02 Lot 3.18 3.ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI. Q 4.ALL PRECAST CONCRETE SLABS&PRECAST CONCRETE COVERS MAP PREPARED JUNE 23,2021 Record of Revisions SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. REVISION DATE 5.BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM OF 3 O� AMENDED BUILDING P�,R1V�T DATA JULY 07 2021 € FEET ABOVE HIGHEST EXPECTED GROUNDWATER. ADDRESSES SCDHS NOICA#1 AUG 23 2021 AMENDED BUILDING PERMIT DATA JAN. 26.2022 6.THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF SLAB DRAINAGE CALCS FEB 17 2022 SHALL BE 2.5 FEET. 7.LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR OF F, :) r ,; ;1,_ CLEAN SAND. Ln I ;.. � <. r, 8.EXCAVATION FOR LEACHING POOLS MUST PENETRATE A MINIMUM OF 6 FEET INTO A VIRGIN STRATA OF SAND&GRAVEL BELOW THE TOV::!C)i= _`J ;;,;:I r 40 0 20 40 80 120 BOTTOM OF THE PROPOSED LEACHING POOLS. } Scale: 1" = 40' } JOB NO.2021-0203 DWG.2021_0203_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECInC PURPOSE TND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSKXNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUPONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York II°t01 LEGEND tel. 651.727.2505 fax. 631.727.0144 admin@youngengineering.com 4 4 CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET EOP =EDGE OF PAVEMENT NWSF =WOOD STAKE FOUND Howard W. Young, Land Surveyor WSS =WOOD STAKE SET Thomas G. Wolpert, Professional Engineer \ / • =END OF DIRECTION/DISTANCE Douglas E. Adams, Professional Engineer \� Robert G. Tast, Architect \ Robert 5tromski, Architect W SITE DATA \ AREA = 44,734 SQ. FT. \ \ *SUBDIVISION-"GRAND VIEW ESTATES" FILED IN THE OFFICE OF THE \ CLERK OF SUFFOLK COUNTY ON JUNE 8,1982 AS FILE NO.7083. S \ CMF \ � %e�o�1 tist°�eS g�9 60 00, 7 \\ ,,� ] � VVV\IlY 11l prdv2$ ' ss oo, V�,Y(nl \ 0� \ N ^/ \\ N68o�5 Z N 2�g' 33• f / \ \ N Is 0 S N ' � N•r, G a o o+ to 5° 0 \9� o o CMF \ SURVEYOR'S CERTIFICATION *WE HEREBY CERTIFY TOTHEMIS KATRAKAZOS & MARIA M \ \ \ KATRAKAZOS THAT THIS SURVEY WAS PREPARED IN ACCORDANCE \ WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK of STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS;. G, o� Lot 14 "' o Z "Grand View Estates" 306 \ r. N t } ol 01 N \\ \\ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 FOUND "Gr°adv\e \\ SURVEY FOR \ \ THEMIS KATRAKAZOS do MARIA KATRAKAZOS LOT 14 "GRAND VIEW ESTATES" \ \ at Orient, Town of Southold I ,NINSuffolk County, New York O "1 EP Fr UP, - R 9.0, ' FOUNDATION LOCATION SURVEY BUILDIN( .�r 0 County Tax Map District 1000 Section 14 Block 02 Lot 3.18 .o �,'ti~tib MAP PREPARED JUNE 23,2021 Record of Revisions REVISION DATE AMENDED BUILDING PERMIT DATA JULY 07 2021 60� O ADDRESSES 5CDHS NOICA#1 AUG.23.2021 �oA AMENDED BUILDING PERMIT DATA JAN 26 2022 DRAINAGE CALLS FEB•17 2022 v` C FOUNDATION LOCATION APR 05 2022 to n 0 J O O D 40 0 20 40 80 120 J a Scale: 1" = 40' LNO. 2021-0203 . 2021_0203_foundation_loc 10 F 1 cf,7q�� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNFS OR FOR ERECTION OF FENCES,(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSOEM TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION (ERTIRCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LEGEND �r 400 Ostrander Avenue, Riverhead, New York IIcI01 tel. 651.727.2305 fax. 651.727.0144 BBA =BELGIAN BLOCK APRON admin®youngengineering.com BBC =BELGIAN BLOCK CURB SANITARY MEASUREMENTS CH =CHIMNEY CMF =CONCRETE MONUMENT FOUND A e CM5 =CONCRETE MONUMENT SET N ST 40' 42' DI =DRAINAGE INLET Howard W. Young, Land Surveyor / \ �� DRF = DEER FENCE Thomas G. Wolpert, Professional Engineer LP3 56' 37' / EOP =EDGE OF PAVEMENT Douglas E. Adams, Professional Engineer LP2 65' 23' \✓ PO =ROOF OVER Robert G. Tost, Architect m� WSF =WOOD STAKE FOUND Robert Stromski, Architect \ W5S =WOOD STAKE SET g \ \ • =END OF DIRECTION/DISTANCE �\ \\ SITE DATA Foul oK AREA = 44,734 SQ. FT. \ \ *SUBDIVISION-"GRAND VIEW ESTATES"FILED IN THE OFFICE OF THE \ CLERK OF SUFFOLK COUNTY ON JUNE 8,1982 AS FILE NO.7083. \ \\ * VERTICAL DATUM =NAVD(1988) S \ 3 CMF �� \ bs`O s�ptes 85 c�9� s�0, SV v;e�E 2 ggG Py �i S gyp,�Q "Gr°"a PSPNP��°Rz�v� � L Opp 0� o to hp/moi �i \ Zo. 34 ' p \ RF T — PN A o O N'` .0 t5` �,6'O \p0 G 3q O CMF �. ,p �O p^ ar-3i b� `rS �c O -L O �O Ti > 's 2 `- -o N�m WELL VA ZP 7 9p Lr0 A 2 sz p i 7a� OG � P, Z O 1 1 5A` NON E\E \ a , 18• P\pR ME p CMF ENE \ SURVEYOR'S CERTIFICATION R � �o *WE HEREBY CERTIFY TO THEM 1 S KATRAKAZOS & MARIA KATRAKAZ0S THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK -P11 \ y/ iP�vNstS STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. AN o� m Lot 14 jl \ �, , oNt.QP° 0 g2 0 2 Subdivision- �. C 6 \ R' R N h �', �` p3 "Grand View Estatesl. �- `\.._V,,_- �RE�S 3 \ ,<,'Cl NI �� O y CONC P P° \\o, Ev�RGR��Ns \ < o�r `i C °\ r •� � �� '� fir' .� FJ FO /'(• T---� . 15 \\ HOWARD W.YOUNG,N. S.L.S.N0.45893 �° '� CMF o% SURVEY FOR THEMIS KATRAKAZOS \ MARIA KATRAKAZOS LOT 14 "GRAND VIEW ESTATES" at Orient, Town of Southold N \ Suffolk County, New York 0HEALTH DEPARTMENT USE FINAL SURVEY County Tax Map District 1000 Section 14 Block 02 Lot 3.18 .o qz; MAP PREPARED JUNE 23,2021 Record of Revisions REVISION PATE �GO� AMENDED BUILDING PER DATA JULY 07,2021 ADDRESSES SCDHS NOICA#1 AUG 23 2021 nA� AMENDED BUILDING PERMIT DATA JAN 26 2022 V� DRAINAGE CALCS FEB 17 2022 FOUNDATION LOCATION APR 05,2022 env FINAL SURVEY SEPT 02 2022 UPDATE SURVEY NOV.23,2022 0 WELL TIES NOV 28 2022 0 0 m j 40 0 20 40 80 120 a 1 Scale: 1" = 40' JOB NO.200203 DWG.202102_0203_fs 1 OF 1 LEGEND 400 O°trmder A—,R—F—d,Nen York 11901 tol.631.72T3303 fax.631.73-7.0144 BBA =BELGIAN BLOCK APRON °dmu+°yow+°angln°°rNgtom BBC =BELGIAN BLOCKa1R8 -` SANITARY MEASUREMENTS o+ =CHIAv&Y A B CMF =CONCRETE MONUMENT FOUND N CMS CONCRETE MONUMENT SET ST 40' 42' / DI =DRAINAGE INLET ® MKY°w,g,Lmd E " oya 5DRF -DEER MEW Douglne E AtlaenA,Pro7ee.I-1 6gir� (P1 6' 37 i \ /-- EOP =E06E OF LP2 65 23' ��-' RO =ROOF OVER Flbort G Tmt,A lteat WS F =WOOD STAKE FOFOUNDoah \ WS =WOOD STAKE SET Rotett 5tronsW,ArcFttect \ ° =END OF DIRECUMDMTANCE W $; E `�\ SITE DATA `\ AREA=44,734 SQ.FT. 5UBDTVI5TON-'GRAND VIEW ESTATES'FILED IN THE OFFICE OFTHE n � � � � 4ERK OF SUFFOLKCOUNTY ON TUNE B.1902 AS FRE NO.7003. 'VERTICAL DATUM =NAVD(1900) U ® DEC 2 8 [2 3 s��'',P GmFouccommoaaARTLtENrGPHFA(.Tt(smrcEs 0 Lett°p o N 9 ``\ / APPROVIJ GFC`L�GTFO WO.:3 FOR G` °t� 55 q9' S,S,40. /� ASII:G:I iuliv f2E5lfi_:"•� ... pIr4ynsec�D'aCo6n2 r�32�022yem ,cl N– DEPT v • TAmDdlw0nmnUILDIG n oemUbaofY FOR A Fl1A)OPLULLFF,' BEDR001+S j9 �� ' SURVEYOR'S_CERTIFICATION KATRHEREBY CERTIFYHATHEMIH KATRAKAZOS C MARIA WA THE KAZO6THCTICEFRT TH15 RVEYLAND WAS SURVEYS ARED INADOPTED ACCORDANCE NEW WITH THE CODETI PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK ,.` IN, S \C/ STATE ASSOCUTION OF PROFESSIONAL LAND SVRVEYOR9__� c w$£ Lot 14 �fw'" / Subdivision_ 2 c� �•�T� 3 15 \ HOWARD W.YOUNG. .5.L5. .5093 \ SURVEY FOR THEMIS KATRAKAZOS!';;E1-VLD \ MARIA KATRAKAZOS LOT 14"GRAND VIEW ESTATES"NOV 2242 at Orient,Town of SOutli r.GU.nEALtt othv a'E: Suffolk County,New YoIllp 171RIA—1 ,r- HEALTH DEPARTMENT USE FINAL SURVEY \10 c—ty TRA N/ R..v°1 1000 — 14 mw 02 Lw 3.10 77� MAP PREPARED JUNE 23,2021 Record of Revisions I REVISION DATE i /'J� AMENDED Bua°1NG PERMIT D4TA TULY mzml I � /�'�GO A_DDR�SESECDNS NOIG Ja AU6 23 2D21 � ,``-O� DRAINAGE UICS 4 I � /.A�J"� FIIJAL SURVEY _sFPT 02-jDja S SI` WFl-L TtES NOV 2B 2M1 I E ! 40 o 20 40 00 120 i Scale:I"=40' • JOB N0.2021-0ZW -- -- ----- - ---------------- ----- DwG.zozl_ozo3_fs IOF1 N7�(� '1uc wrtnw�im¢ww w p) rawzµ�wm iw'�'ae '°� roam zvuvxa r umx nma.E x.o uc�ro ac vs'n ro mwn�w nmgm ices w we wttroor mas f�rnv o�m sa,cr uw�m¢.oma aan sc wu __._-_. ____ roma unm rm�v um m sr�or ex rnuo assvrux masms ua ewr rwsw�mr m�moww nsnr�rms a aremvr perm(s)rK inum+n res(q ma rwmwea :or a ewxoev m a�v.w w[wne(q mmrw>p m!•c��1 row�o.¢rrarm a�vme,+o w wa arum rw oroA LEGEND 400 Ostrander to[.631721.2303 ox.631:727.0144 BBA =BELGIAN BLOCK APRON admin®youngengheoring.00m A B BBC =BELGIAN BLOCK CURB SANITARY MEASUREMENTS CH =CHIMNEY CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET N Howard YV.You Land 5vrvc r ST 40' 42' / DI =DRAINAGE INLET Young, ya DRF =DEER FENCE Thomas C.Aolpert,ProPesslonol Engineer LPI 56' 37' \ EOP =EDGE OF PAVEMENT Douglas E.Adams,Professional Englnoer LP2 65' 23' \✓ RO =ROOF OVER Robert 0.Tast,Architect WSF =WOOD STAKE FOUND o \ \ 1 5 =WOOD STAKE SET Robert 5trorreki,Architect \ • =END OF DIRECTION/bISTANCE SITE DATA AREA=44,734 SQ.FT. \ \ "SUBDMSION-'GRAND VIEW ESTATES*FILED IN THE OFFICE OF THE \ CLERK OF SUFFOLK COUNTY ON JUNE 8,1982 AS FILE NO.7083. \ \\ VERTICAL DATUM =NAVD1988 S t ) \ Lt 3 an 0� �� \ SUFFOLK COUNTI'DEPARTMENT OFhi'r_iaLIHSERVICES 0 \5\p° v5" somo APEROVt.LOFCO}1^:TRUC'EDwf >'::SFOR " "4 at Zg5A9 �..1 mo SS 0 I Q Date DEC 2 3 2022 H.s.Ret Nu. \ A��y �� The sc�s=disposr_1 and=ter s::pGY °�.a st 8�•'amen have Dern 3 / InspeciWendforcertSedbythsMp'rbm'toroL':,::.:LTcusand found to � a \\ b0 tasb=q FOR A MAXiMU6'(,(`F g,BEDROOM& 3 O A \ Naa A \ 0 2°3 "�:w. \ - - ...- pVf 5 `` vp µ,K_ o TANU m. 0 0 a r,� m .✓ \ CmF a Po m� ------176 _-_- SURVEYOR'S CERTIFICATION WE HEREBY CERTIFY TO THEM I S KATRAKAZOS & MARIA KATRAKAZOS M THATTS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK A 90 \ /'^ W 1Ac \ STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS B £ L Lot 14 �: NcpAO y2 yo' N m 306•Subdivision- \ -''� _�- ,r a �r "Grand View Estates" \m 1`11 �'L-'t—uL�. ``b"''" �t� \ HOWARD W' YOUNG, 15.LS.N 5893 o SNGCMF � m� \ FZ Gip°dv \ SURVEY FOR THEMIS KATRAKAZOS &G81j,'jL j MARIA KATRAKAZOS \ LOT 14"GRAND VIEW ESTATES" 'JOV 2£ D�2 \ at Orient,Town of S0utl`40i XU,rtML.It,*hV�.'E; \ Suffolk County,New Yol4POCnVIADIC—r-Al— er+^ s HEALTH DEPARTMENT USE FINAL SURVEY M� +9 g i o County Tax Map Di,tnct 1000 so=u- 14 Bbclr 02 cot 3.18 MAP PREPARED JUNE 23,2021 Record of Revisions REVISION DATE GO/ �J` AMENDED BUILDZN6 PERMIT DATA j1jjLY 07 2021 ADDRESSES SCDHS NOICA#1 A rG.23.2021 �O AMENDED BUILDING PERMIT DATA. SAN.26 roe f I GE CALCS FEBF R I 2n l FOg UNDATION LOCATION APR.05 2022 FINAL SURVEY pT 02.2Q22 g UPDATE SURVEY NOV13 2 { ]7fH.L TIES NOV 28 2022 40 0 20 40 80 120 i t Scale:1"= 40' i JOB NO.2021-0203 - ---------_ — ---- DWG.2021_0203_fs 1 OF 1 Genlerated by REScheck-Web Software Compliance Certificate Project 2395 Grandview Drive Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,775 ft2 Glazing Area 18% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Deslgner/Contractor: 2395 Grandview Drive 2395 Grandview Drive Robert Higgins Orient,New York 11957 Orient, New York 11957 50 Hidden Acres Path Wading River,New York 11792 631-208-3351 rarchibob@aol.com oil . Compliance: 9.7%Better Than Code Maximum UA: 790 Your UA: 713 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Perimeter Hot Roof:Cathedral Ceiling 3,067 30.0 0.0 0.034 0.026 104 80 AGW Main:Wood Frame,16"o.c. 4,503 27.0 0.0 0.051 0.060 181 212 Front Door:Solid Door(under 50%glazing) 18 0.300 0.320 5 6 Windows:Vinyl Frame 945 0.300 0,320 284 302 SHGC:0.30 AGW Garage:Wood Frame,16"o.c. 415 27.0 0.0 0.051 0.060 20 24 Garage Door:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 AGW Basement:Wood Frame, 16"o.c. 192 13.0 0.0 0.082 0.060 14 10 Basement Door:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Above Basement:All-Wood joist/Truss 2,41.1 30.0 010 0.033 0,047 80 113 Above Garage:All-Wood joist/Truss 657 38.0 0.0 0.026 0.047 17 31 Project Title:2395 Grandview Drive Report date: 01/26/22 Data filename: Page I of10 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.Th proposed building has been designed to meet the 2018 IECC requirements In RES c rsion : RESche k-Web anJdyo comply the mandatory requirements listed in the REScheck Inspection hecklis!. a P.� /l ef6 C 4 Zr Il �6 a Name-Title Signature Date Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 1ECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &R .ID 103.1, ;Construction drawings and ❑Compiles !Requirement will be met. 103.2 :documentation demonstrate '[]Does Not [PR1]1 energycode compliance for the ": p .i ,.. , ..:.r.., .EJ Not Observable v ;building envelope.Thermal �`''r"'ti` "'`='"'�'•^�`•� I envelope represented on '` =s _ ::-` ::'a'-ir ElNot Applicable P p i 4; ,., �y„gut ',: `. , i construction documents. "'” ;'<°`snrS sand CICom lies °'' ''; S` 103.11 ;Construction drawings g �'-. <<j:.f ��' `t:�..:�a='6;T-:;:.. ., ;•�•;S p ,Requirement will be met. � 103.2 l documentation demonstrate ❑tt %.:s;,:Y'�l�. .` :3•;till`. :: ..:f..':::�'f3ry.., Does Not , 403.7 ;energy code compliance for PR3 1 llightlng and mechanicals stems. :';! "<' []Not Observable p� ,Systems serving multiple �;:' ' r "" PPI ble dwelling units must demonstrate :compliance with the IECC :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 Does Not [PR2]2ion loads calculated perACCA ; Cooling: Cooling: y) 1 Manual J or other methods Btu/hr Btu/hr ❑Not Observable ; approved by the code official. : Not Applicable i ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 3 of 10 Section # ' . Foundation Inspection Complies? Comments/Assumptions &Req.l d . 303.2.1: . iA protective covering is installed to i❑Complies !Requirement will he met. [FO11]2 protect exposed exterior insulation UDoes Not 0and extends a minimum of 6 in.below I❑Not Observable i grade. ;❑Not Applicable 403.9I5now-and ice-melting system controlsi❑Complies ;Exception: Requirement is not applicable. [FO12]Z iInstalled. UDoes Not U !,[]Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 4 of10 section plans Verified Field Verified # Framing/Rough-!n Inspection . Value value Complies? Comments/Assumptions &Req.ID _ 402.1.1, ,Door U-factor. ; U- ; U-_ ;❑Compiles ;See the Envelope Assemblies 402.3.4 }❑Does Not ;table for values. [FR11 ' 1 ;❑Not Observable :,[]Not Applicable 402.1.1, (Glazing U-factor(area-weighted ; U- ; U '❑Complies ;See the Envelope Assemblies 402.3.1, :average). :❑Does Not ;table for values: 402.3.3, 402.5 i 1❑Not Observable [FR2]1 ; ; ;❑Not Applicable , 1 1 303.1.3 ;U-factors of fenestration products i:: :;:';- ' %' ❑Com lies p ;i• - - r'::::� ..;�• ;,;;: .<';: p ;Requirement will be met. [FR4]1 are determined in accordance " ❑ ' { t„±” i:' ' :;�;•�>''s::,�,,:,:,`: Does Not ' with the NFRC test procedure or Not Observable ' (taken from the default table. ❑ ; ❑Not Applicable ; 402.4,1,1 ;Air barrier and thermal barrier ❑Com Iles 'Re uir r ie ;'iL,' 'i2;Y4r =Z1';t: ,•:'.:' �:.- p q ement will be met. [FR2311 ;installed per manufacturer's A"`-`'i;: "=%c'r`:1`s,`: '''i' ,❑ ' � ~r 3v Does Not ; instructions. st`t: ;;r.t., "rrf::;' ;>t: ,= a�:,;:,.:.:t ,s;:;;::. ,:?::❑Not Observable ; 1 ,,: - ;r�� •...s{::rift ::t:�.c,� '�;;�,-�x�°,.<:::��r.:❑Not Applicable 1 402.4.3 ;Fenestration that Is not site built ❑Com lies Requirement 1 pwill be met. [FR20] ;is listed and labeled as meeting ❑Does Not 'AAMA/WDMA/CSA101/I.S,2/A440 ❑Not Observable ' ,or has infiltration rates per NFRC ; 1400 that do not exceed code ;• ?:-• '• ? 4.i<_';�?`- ;;;hj. .Mot Applicable ' 402.4.5 ,IC-rated recessed lighting flxtures t,°,::.-,.'? •t.•,; y.;,•,,;; ,"•�` ❑Compiles ,Requirementw(I I be met, [FR16]2 }sealed at housingrnteriorfinish ❑Does Not and labeled to Indicate .2,0 cfm 1 a1: ;'' a`l:,:¢'S:i ii.,✓i= :y. :r::'i:!"' r':'r. ` a at 75 Pa. ❑Not Observable leakage >:.a'��j,�s�;% "j.:::n,,.jifs�Fy�:::''� ;.��.:::•r';:'':u: , X;>3'.S...:5:. c'tii^%r{;,--.:� ;;N.:�;.<.:t'` .::3,,;�T•.><..' r❑NOt Applicable , 403.3.1 ;Su I and return ducts in attics ti<"'?`< <M, °' ' 't"?' ;zS a'; ❑Com lies ' pp Y �. w.•''.'� ��.� ''"`"% �" <�'; P :Requirement will be met. [FR12 1 :insulated>=R-8 where duct is ' ] ❑Does Not ; '>=3 inches in diameter and >= k ks :i ;,;:rF'., x✓ :r ':;>'i:i. >, ,❑Not Observable 1 ,R-6 where<3 Inches.Supply and _`. ,•�-; , "` "''",``❑Not A licable ' :return ducts in other portions of 'fin '''>`3 "T,qj';� '-`yrr! ` i'?-,r Y•,x,.r' Pp ;the building insulated >= R-6 for :; "`:^;i,.;>'r',`�;? U'r ,a.z� 'diameter>=3 Inches and R-4.2 .i. •>y.,;f::aY;s ,.:r'�:_4;�;%;£•{; :.r, tit t....,, , (for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Com Iles ;Requirement will be met. [FR13] !boxes are sealed with ❑Does Not ' 'joints/seams compliant with 1 �`:�- »4"'%r.t�'ais�''?` 'un�r:yy."'d:�;c'4;f'..5;•• " ; ❑Not Observable �International Mechanical Code or 'ra�;:,�;��.;t;;�,�;a�:z�=•r:*' .s,��rp�,,M';;yrr;: Applicable 1 International Residential Code,as ❑N x.i ot cable li , `applicable. 1 "r"'' ❑Complies 'Require 403,3.5 ,Building cavities are not used as �,�1':•--• -•;,F�:�;ra+�"��,1�� -<•.-a-1•�':Y�:�`:'��f. Requirement will be met. r' .' ,«"'Mh 1• .{:,'�•{moo., [FR15] {ducts or plenums. k;:��.k.', •.,��, ;:,::.{r��;,F=•rt'is�'•."��s F_ '[]Does Not ; :..�;�' 1:�:' .';tii!:}'i`:'�:G`C-.fi1��n:�..c,'s;, ::it<';'r";;I•.:,;_e ❑Not Observable 1 fa`r_,•';t::r';Frif;,�� :,'{;:2' .''�ts: �r,'9ih�"• s.„' r:' 6.�•s:; - •ur'y`i's�.<.>:i3'i`i: :'ii2."��J�i:•,q��,� ❑Not Applicable ; 403.4i HVAC piping conveying fluids R- i R-- ;❑Complies i Requirement will be met. [FR17.]Zs above 105 OF or chilled fluids i ;❑Does Not !below 55 OF are insulated to?R- l ;3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC . a{ ;;;i.r `� fr 5' : '•;; '' 1[,:,': ^ ❑Complies Requirementwlll be met. ' "\.i?.�n�'K•i�lfl`'.Y�:r..�+,.yi.H:�":+.::,.,,. .''S,��ii:�' w,;•, ❑ 1 1 '. v��A 4• :el:'..:bv�4 Sl'..:l.:,n;•�:�'j`: '. [FR24] piping. r..• ?r-,.M:., . r.. ::,,{,,3;c=�.N:�r:r� ��:..�; Daes Not ; Cr.:..,,.,;f.•. t' `z , ;..,;a �; :: .<.' ❑Not Observable '�...L��`}t)',•re,`i, „3� Ylc•��.::X:'i;F? �@•;-rft'x•..t:'t , ❑Not Applicable ',µ 1�+ '�� .�..R �.> ..��v,lbµ 3• '{�'`�.t �r7.r y':1;�:�- -�•�i.s.%'�. x.x..'�L::,av 1 403,5.3 !Hot water pipes are insulated to R-_ 1 R- ;❑Complies ;Requirement will be met. JFft18]? #zR-3. :[]Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 5 of 3.0 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.]D 403.6 (Automatic or gravity dampers are''`'' `'":` : %r`r.F°w'> t:; " FOCOMplies !Requirement will be met. .Z 1 :... ..4.:0.,:�Yt':•leo: jt ) ~ [FR19] installed on all outdoor air , ' ;❑Does Not ; i Intakes and exhausts. []Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 6 of 10 Section plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 !All installed insulation is labeled :ti;' ;: - ';'}' ""`' ' '" Com i __ uz. : =<(❑ pl'es ;Requirement will be met. [IN13]2 1 or the installed R-values ? '`` ' ;'»'`":'>';:• `' '' provided, <r., :` :,-:.r: ❑Does Not ; ! � :.t�=r»,.:; ir" , , rig• "%"�`•' :';$:>;'.:: ;l❑Not Observable , ❑Not Applicable 402.1.1, ;Floor insulation R-value: ; R- 1 R- 11—lComplies ;See the Envelope Assemblies 402.2.6 ; ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ � 1 Steel ;❑Not Observable 1 1 11CJNot Applicable 1 1 , 1 , 303.2, ,Floor insulation installed "' <:`:':•� i."'F`` "' ❑Complies ' per :s. '' ::: ::`' '<"3' :>• ;' :Requirement will be met. 402.2.8 manufacturers instructions and !manufacturer's `"'`` ;"r>-;<`: '`�w:i^<;''• l`:,.... .:<.❑Does Not pN211 �m substantial contact with the -r:jy�; 's` ��te'}i:•' .r,';' S;t;, :��[?c'sr ; underside of the subfloor,or floor ❑Not Observable ' !framing cavity Insulation is in ?r f<" R✓ 't=:ti '.:e°;=<17i°`j'::% .❑Not Applicable ; ,contact with the top side of ,�,r<<-� .��:f"r;':�i�4;.:,•; .;;;,ti,��,,,, , !sheath <' sfx`:o,:> ;.•: .. ing,orcantinuous ��•i`�.,��.•,.' �<r�`r;:r•.,�;1;�*<:<,<,';<�•;-,_:':� ��;x,',•r� insulation is installed on the underside o f floor framing and �� ,::,;.<%;AT p'T~"z.l:'i:' :.I_t.,•'yi�,E,��y?i�;t:xF•,'.C;.��'�� !extends from the bottom to the s•:;u, ''' ..j',- ,:,'° :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.if this is a; R- R- ;❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Njo� [] Wood ;❑Does Not :table for values. 402.2.6 wall insulation on the wall 1 [IN3]1 ;exterior,the exterior insulation ;El mass I El1 Mass I❑Not Observable 9 i requirement applies(FR10). ;❑ steel 1❑ Steel ;CINot Applicable ; 1 1 1 I 1 1 303.2 ;Wall insulation is installed per lies ❑Com p Requirement will be met, [IN411 :manufacturer's instructions. h:> %''' `r"' } j f;. rR `"`'` 17G ❑ ; 1 _ v...'� =•.v. ..<, :'.. .:1 ..> <<, '' Does Not , 1 : f` ,' : =g,:` :;;�;„t, 'F',;.t?,•: >, . ❑Not Observable ; ❑Not A pplicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 7 oflo Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions &RegAD 402.1,1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402:2,1, ; ;E] Wood ;[] Wood ;❑Does Not Mable for values, 402,2,2, I . 402.2.6 [] Steel ;❑ Steel :❑Not Observable ; ; [FI1]1 1 ; ; ;❑Not Applicable ; , 303 1.1. r:::::.�;.:-.:t;:='; 1,(Ceiling insulation installed per :�'::•:;x;�;=:� �:i; ° ,•:;;,�' . . .. �"':;ClComplies ,Requirement will be met. 303.2 manufacturer's instructions. "_ t a;' `,.:;, ',`rt ' ••; .-�.•...: :,,,. .. . . ❑Does Not FI211 !,Blown insulation marked ever `' `" 1300ftZ, i,: ;s'` "'>, <<< []Not Observable ' '.3,• x' .'.s ' ❑Not Applicable 402.2>3 ; permeable PVented attics with air i... '; :_.`:'• ❑Com lies E '�; ,k,.;: :; p xception: Requirement is [FI22 Insulation include baffle ad'acent ,:• •.i 'si: s:>;`=:':`.`` ] J �': ;°p' _� •' _ ,❑Does Not 1 not applicable, ;to soffit and eave vents that over []Not Observableextends over' sulation ; , []Not Applicable _ 402.2,4 ;Attic access hatch and door R- ; R- ❑Complies ;Requirement will be met. [1`13]1 linsulation zR-value of the ❑Does Not ;adjacent assembly, EJ :, Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI1711 .ach in Climate Zones 1-2,and 1 ❑Does Not <=3 ach in Climate Zones 3-8. l 1❑Not Observable ; ;❑Not Applicable 403,3.3 :,Ducts are pressure tested to ; cfm/100 1 cfm/100 ;❑Complies 'Requirement will be met. [1`127]1 ;determine air leakage with . ftz . ftz ❑Does Not :either:Rough-in test:Total ; ;leakage measured with a ; ',[]Not Observable ; , !pressure differential of 0.1 inch ; ; ;❑Not Applicable ; :w.g.across the system including ;the manufacturers air handier .enclosure if installed at time of test.Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch iw.g.across the entire system ; ;including the manufacturer's air ; ; handler enclosure, ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI411 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air 1 1 handier @ 25 Pa.For rough-in ; :❑Not Observable :tests,verification may need to . ;❑Not Applicable ; ;occur during Framing Inspection. 1 LtiC 1 1 1 403.3.2.1 'Air handler leakage designated ❑Complies? 'Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. 1 f:.;.��rt`i.�.J..iai i'� <',<t::.�if .G�:'r-;.:;7'r'�,a'' 'yf:"•.:':F., , ❑Not Observable ; ❑Not Applicable 1 I .41`3:.:..,i%3:., i.{�f t:r-n1 >'ry[�i •;'rv'"»:. 1 403.1.1 iProgrammable thermostats r: rY` < � 'rr```F'' x f;`•,❑Complies :Requirement will be met. Fig •installed for control of ` "` ' Require [ ]Z n 1 primary .wry'S} ;❑Does Not 1 'heating and coolingsystems and '°•`=' ; iinitially set by manufacturer to ;:" ;.rR' m> 1:: r �e�k,;`❑Not Observable ; code specifications. <? -,{4ei'�; _:y °pi 5.,t,,.1`;N i;4<'• ' `;❑Not Applicable ; :�,r..-..�..».�r . .,;.. - , 403.1.2 ;Heat um thermostat installed =t" '' <`";•;„> ”` `Y= "' ❑Cam lies !Exception:pump .,,;. .,<zz��; �,. 'fir;.;.,:^a.<..,t-:.�;:,s��,, P , P Requirement is IFI-1012 :on heat pumps. 1 'g ..% Fr`,'ii'r>cv'.i '<eiaxti=`i'":+`"5 T `r°=s°❑ :not applicable. .�• > .,.. ;...: .rDoes Not ; -,`i?�y�ii:,..;�;•.j j;a.�iY„-rf;�xt�:..: �''cr�f:;�:'vr)l �'-. 1 :';t-. %;Ci'"'E,x,.'•f vi 'G'' f'i .,:;_n;"^ <z. ,<7�z:., 'r; r. ••2 °='j,..-:; ❑N t Observable ' , :`fA�t;. �l't s•�F.7�.ki :d'i�?:ti::�{i f,:l(``k�:'.:,.'2-,„�' 'f'"' 1 .�> ;=�a�.;�,:�•' ��,3 s.: +x��. <.� f`❑NotApplicable 403.5,1 ;Circulating service hot water ❑Complies :Requirement will be met. FI11 !systems have automatic or >, z�;r;,� •3s�; ;°s :.w;; :�:.: q [F!1112.. accessible manual controls. , ^., :�, QDoes Not ; ' f `i�wa�ry''!A n;iY. >i\,a:;-'.' :';af~C_i• 1 " ..;,`z`°'" —]Not Observable'�' .Kris':: r's<-•„..:'?�:r� .:t': 1 ❑Not A licable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact{Tier3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.1D 403.6.1 All mechanical ventilation system ':' ' ' :: :' ❑Complies Requirement will be met. [FI25] fans not part of tested and listed :t _:,. ` "'=' ❑ , �. ,<;°'..,, ';z:'.'''°: Does Not ;HVAC equipment meet efficacy land air flow limitsper er Table "'� '':` " '` : =f ❑Not Observable ; , F` }❑NotA Applicable I R403.6.1. '':<< ';,;i;^i.i ::• PP I 403.2 !Hot water boilers supplying heat ❑Com lies Requirement will be met. [FI2612 through one-or two- i e heatin ': ` :j+: i.'"`-<i <, 9 p P 9 °�-. ;`:j4 r; �,' ❑Does Not , ;systems have outdoor setback : 1 ti< :, ' []Not Observable ,control to lower boiler water 'j``'' ❑Not Applicable !temperature based on outdoor ''' ' itemperature. .403.5.1.1 1 Heated water circulation systems ❑Complies Exception: Requirementment is IFI28]2 !have a circulation pump.The ❑Does Not not applicable. !system return pipe is a dedicated .' 1 cn: :i.� ,,,;n .: ..:. Not Observable ' 'return pipe or a cold water supply ❑ ; { and ❑NotAPPlicablePi e Gravity ty t eros ' ;syphon circulation systems are not present.Controls for r.;., ,';_:,' :.,f =: ;'`'r_.,,;'• , . lcirculating hot water system ;��•' "�..;, ;rj •r.� ,.S.l, �;�;.;. ::� , pumps start the pump with signal „:.� ifor hot water demand within the occupancy.Controls automatically turn off the pump ;when water is in circulation loop Is at set-point temperature and {no demand for hot water exists. , 403.5.1.2 Electric heat trace systems '. " + ❑Com I e s :Exception: Requirement is 11`I291 !comply with IEEE 515.1 or UL `�:5:ji> ' ;, ri`• << ?} ❑Does Not not applicable. 1515.Controls automaticallyx;wr;! F' r''Yr f� :. 'adjust the energy input to the ;i>;.;r..` ;{❑Not Observable , ` ?,''•:: <x•`± " _ : ❑Not Applicable ! heat tracing to maintain the `'%:±° `;:R`z,,:.'„ Y ' '= pp desired water temperature in the 403.5.2. ;Demand recirculation water CICom lies P :Exception. Requirement is [F130]2 systems have controls that ~'_''' "':='yy^` ;:'`; -`'-'s<v ''r;'` `>5 .;::❑Does Not Inot applicable. .i: ';? 1 {manage operation of the pump Not Obseryable ❑ , ';and limit the temperature of the 1water entering the cold water ❑Not Applicable Tiping to<= 104-F. .. .. ,..,. 403.5.4 !Drain water heat recoveryunits ? •"'ti. : .❑Com Iles 1 Requirement will be met. [F13112 ' tested In accordance with CSA ` . ''' ''• Y` e.,': '.'.' ❑Does Not ! 'B55.1.Potable water-side ` ••;> :.. : ,�" .;.N. ,._;::. :I❑Not Observable ' pressure loss of drain water heat ; recovery units<3 psi for x r <;T .r=• •` r a -°aya k:r`.1❑Not Applicable 4'^ `4'Y y !i is^�<•i':. 'individual units connected to one -thPotable t `.-+.... T{j r or two sowers. oae waer- ; ' '' '<�' vi"c'`�;Vy< .,4�(;'ti�f7?�.;,\,!„r',`'`w,i;.;''il;'.`•'-i.Xi3:r `' , !side pressure loss of drain water ;.=' -=<Y,.<. ;heat recovery units<2 psi for ,y}C!�'.a.�S�f,SSS"`•+�7;.;.2.>,::H>'.,,.t,.t',, :'�< ,,:,:':::t'.;:i' , 'individual units connected to . 'S'..:rG. .;i�r�S::taKt.:`_.t::•,1^"7-.^'::.'�< '�S 8;:..•, .• .� , three or more showers. :::F•''',iz: r',%% r`is:Krt,, T ;F<%t `' 404.1 190%or more of permanent ;°`jF' ❑Com lies p ,Requirement will be met. 1 ;;i,,:,, •�:fr . •,;,;;;;;;;;,,; ,rx; 'r:,r;.; Doe ` [FI6]1 ,fixtures have high efficacy lamps. ''3:. '.:� r�`x' d _` {•. °:.❑ , :cu <. ,..�: .?L. ',t ''; .i<;:;�2�>"�:' ::?i••:� s Not 1 �YY �L:��”:s r:_7�;:,>�.>7`i•. ' %`i ,:�4!w.<r,r••u^r a¢' !✓,.:Y1'�:'t`;'ti!.t.x: 2:1Z.y ❑Not Observable ; ! ' ;:l: , ; r>'`>;};. .. .t• ` ❑Not Applicable 7,•,�s%y4�.;•...i••�ii„?��'� r ::----j j=rte,;�•.., t<.�- , 404.1.1 Fuel gas lighting systems have ;,:.' ;,i::.s .; r;t;r,:.,.. ;,;Y:,,:; ' ❑Complies ,Requirement will be met. [FI2313 :no continuous pilot light. ❑Does Not ' I a�1 ' I ht�f�.%:..Cyti .,# •:`1,:,,i._y;Y„i�3.�.>:i �:>f„'y�.��:.. 1 ❑Not Observable I -`� .,G-'3r�''F,�,•,,:; 1.,.,.aal.4��.:,,;i;'. .�,•��>� , =:;yVi: '{c`'. �' osY Nxf :•.:: ❑NotApplicable 1 n?.r.,'>.'z'::ase�r,."�l.a'?,`�>'.z�:t,.t^,rte,.�'�:�✓�..��`„=��r�.r,,4'`i , 401.3: 'Compliance certificate posted. =; 'x 4yi`"F �. r ❑Complies :Requirement will be met. .] Vista.: ^.? p4'J,” S`.; •,.�:,r •ae•;.{'e,w<'3�? 3"'.rs»•,.is , [FI71 ! c'�'" N; ' 'itxt :`:,:`L?°``'xp• s`:*M.x c ❑Do es Not (a+':di.�•rk''t-y41iT'•:r�;:. .,�. �e..;:tit.:eJ£%ia iio�- "1..'� ! •f,: :i .f<:.F-`'t�:'�r`•�"r�'r;;'::, ,;;�T?i�rar ,;y.,y ❑Not Observable .$Es`iCr•i: ! ❑Not Applicable ' 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 9 of1D Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & 303.3 Manufacturer manuals for : "'` `' j'` ?` '" ❑Com Iles I :;, . °:;,:.fir;,- �': ,-. ->f• =� ,":�� P ;Requirement will be met. IF1181 Imechanical and waterheatin 3. ':i.:.` ;r::•;;',1 3 9 a ❑Does Not ' ;systems have been provided, ;;. ?•,. } 1 °Y.>,';, =:?•'.:'[]Not Observable i ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 13 1 Low Impact(flet 3} Project Title: 2395 Grandview Drive Report date: 01/26/22 Data filename: Page 10 of10 �J( 2018 IECC Energy Efficiency ey erti fie to Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): � . . Window 0.30 0.30 Door 0.30 Cooling'Equipment Efficiency Heating System• Cooling System: Water Heater• Name: Date• Comments APPROVED AS NOTED DATE: op o7o2g- # /-'- �s PLomBER CERTIFICATION ION ON LEAD CONTENT BEFORE FEE:- S'�U BY: CERTIFICATE OF;OCCUFANC NOTIFY. BUILDING DEPARTMENT AT SOLDER USED IN WATER 765-1802:� 8 AIv9 TO 4 PM FOR THE SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED EXCEED 2110 OF i'%LEAD FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST n� BE COMPLETE FOR C.O. L .4�fAN ..;, ALL CONSTRUCTION SHALL MEET THE " ASL PLUMBING WAS `E;.` REQUIREMENTS OF THE CODES OF NEW WATERLINES NEED" YORK STATE. NOT RESPONSIBLE FOR T ING'BEFORE COVERING DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED S . ; IV MNINMARD ES p:C3�ld4T;>;PRO�,EED�W�':H�y� FRAMING UNTIL bF FOUNDATION LOCAT`I01V: HAS BEEN APPROVED. jCCURANCY OR Must provide Manuals JSE IS UNLAWFUL D,J and S as per `1THOUT CERTIFICA' NYS Energy Code )F OCCUPANCY Blower door and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE. Fire separation Installed replaced or required as per repaired shall conform NYS Code to Chapter 172 , of the Town Code GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD BASED ON TABLE R602.3 (1) NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. Uninhabitable attics without storage DESCRIPTION SPACING AND 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. inches OF FASTENER LOCATION Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without Shower head ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 4-8d BOX (2-1/2")OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL 3-8d COMMON i Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR _ 40 20 2 EACH JOIST,TOE NAIL I ` Double around openings in floor and roof framing. 3-8d COMMON Dishwasher on se crate tra 1-1 2 ` �, Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX 3" OR e619N 2 2. Written Dimensions take precedence over scaled dimensions 3 ( ) FACE NAIL 2n 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3.1/z" Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (one or two traps, With or 4 SEE TABLE R802.5.2 FACE NAIL RAFTER HEEL JOINT T dimensions, existing or new aind be responsible for field fit, without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub one or more compartments) - 5 OR 1-1/4"X 20 a RIDGE STRAP - 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( p � Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based on the total flow rate through raowerOF EACH RAFTER OR TRUSS shheads and boll s s stairs 40 20 Electrical certificates are to be provided the electrical contractor. bodysprays)y � 4-1sd OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-16d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 5.7 gpm and less 1-1/2 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml 507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) 165 COMMON no finished ceiling attached to rafters L/1 80 3.5"x 0.162" 24"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX INTERSECTING WALL CORNERS AT BRACED WALL PANELS 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 (3-1/2"x 0.162") v 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON LU an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES Z p g y p p p WHENEVER an alteration, addition, or conversion is made to an Existing Residence, Ll360 (3-1/2"x 0.162") slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. TABLE R302.6 5-8d BOX(2-1/2"X0.113" garage p p P the smoke detection system of the ENTIRE residence must be brought up to code, All other structural memebers 11 CONTINUOUS HEADER TO STUD ) TOE NAIL LlJ All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING- GARAGE SEPARATION L/240 OR 4-8d COMMON Q R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL r- � ..J the requirements of ASTM A Ell 5,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS`HAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2" v) O FROM THE RESIDENCE AND ATTICS ) FACE NAIL ON EACH SIDE OF END Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH W required reinforcement shall be in accordance with Table R404.1.2(1)thru p Exterior walls wind loads/flexible finishes L1140 EACH SIDE OF END JOINT cl/ and smoke alarms shall be permitted in lieu of carbon monoxide alarms. ) LLL (�FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS`HAN 5/8"-INCH TYPE X GYPSUM R404.1.2(9). All CO alarms shall be connected to the lighting circuit with no intervening wall BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL r�1 Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD v, > O located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). USED FOR SEPARATION REQUIRED BY IRC-R302.6 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL O M �-- 0 Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL vJ NOT LESS THAN 1/2"INCH GYPSUM BOARD Z to provide a maximum cover of 1-1/4 inches from the inside face, section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF RAFTER/CEILING JOIST HEEL CONNECTION N Z End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL < V- R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON `� ry ., O Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX 3_ (LL^ Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Q `-� Z Z wall and One#4 bar near mid-height of wall. p 9 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 12 FT 207FT28 FT 36 FT 3-8d BOX L Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL r wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON M n/ O NUMBER OF 16D COMMON NAILS LL. 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of N O Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum orFastening Schedule for wood Structural panels y U) Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 c E.2 to 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING a.0 o SQ S 12 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 m = o a°r a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or w E cc L N °o yp 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL `o °it° ° o w T or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16' O.C. 3 4 4 5 3-Sd COMMON c b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 o o o °' = o ° - c.} All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceilingfinishes shall have a flame spread index<_200 12: 12 16"O.C. 3 3 4 4 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c ;?' P w iu-9 w No 8 Wood screw PLATE(ROOF APPLICATIONS ALSO) rod BOX 6"O.C.TOE NAIL .� c o T, ° o N 8.2 shall be Hot-Dipped Galvanized or Stainless Steel, Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches 8 inches �' °.o o "m �' �'1 8 Y &attics shall have a flames read index<_25 based anchor with a _ Y p on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX °N 2 = o 'm:o i?a`o ° 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment 23 BLOCKING TO JOIST EACH END °' N o BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON n - a.E o installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT ° L) a = a u connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX u, y a' z - °' -r- Framing 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL � m.E c� .c ,o "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 3-16d COMMON c a � "Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINT AJDUSTMENT FACTOR o c� ui,c°- 3-i6d COMMON c ° a "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi 2 inch embedment on center on center on center 2" PLANKS(PLANK&BEAM FLOC;.&ROOF) 4-1od BOX AT EACH BEARING,FACE NAIL _: N c E 2 (, o N 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 `6 z._ ¢N 0 o s o 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4 10d BOX L L m ° c"- each sleeping rooms in basement, habitable attics, and every sleeping room 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 /4 1.33 26 BAND OR RIM JOIST TO JOIST PER JOIST F- o Cr r- m E a._ o 0 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear openinig of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate Indicating the"solar-ready zone"and other requirements of i U) 0 _117 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder, c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL L[,J not less than 2 inches into the building frame. Fasteners shall be located not less than 3-16d COMMON � I- -0 0- B. Minimum net clear opening height Shall be 24 Inches. 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 ~ V C C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR LLJ G D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON(2-1/2P') EACH END, TOENAIL J 0 UJ U) d.Where screws are attached to masonry or masonry/stucco,they shall be attached _-) z Z J O from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE c J Z Q a) ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN W Q 0 J"' (6 Exterior glazing in buildings located in Wood-Borne debris regions shall F ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING i� LU E Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) _ (,) protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit be p 130 140 W 0 +_• Glazed opening protection shall meet the Large Missle test ASTM E 1996 SPACING OF FASTENERS 0 z EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1,2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door lazed opening protection for wind bome debris shall meet < BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W �- 9 9 p 9 p 5:12 a 5:12 <5:12 z 5:12 OF FASTENER PANEL EDGES stamped by a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR WALL winds speed is 130 miles per hour or greater. 16"O.C. 12 3/8" - 1/2" ) 1, „ continuous run of treads or flight with FOUR OR MORE RISERS. P p 9 30 Sd COMMON(ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19132" - 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above'the top riser of a flight _�, is"C.C. 24 340 318 422 396 6 DIAMETER Wood Structural panels with a minimum of thickness of 7116 inch and a maximum span to a point directly above the lowest riser of the flight. Handrails adjacent to I of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446 a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. ,....."` Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC "1", "II", "III", "IV", OR"V" 1-1/2"GALV.ROOFING NAIL 11 CV 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" ! 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 3 6 N LIJ above the floor or grade below shall have a railing not less than 36 inches y 0 1•- in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV. ROOFING NAIL N O REFLECTIVE RED FIBERBOARD SHEATHING 7 7 NO MORE THAN 4 INCHES,4PART. EXCEPT:thetriangular openings formed / PANTONE#187 16"O.C. 48 599 559 745 697 � z by the riser, tread and bottom rail of the guard rail at the open side of a stairway cV fn are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7 7 } <( „ Open sides of stairs with a total rise of more than 30 inches above the floor or 1� w grade below shall have guards not less than 34 inches in height measured DESIGN CRITERIA TABLE 507.9.1.3(1} 5/8" GYPSUM SHEATHNG 1 3/4"GALV.ROOFING NAIL +� to J vertically from the nosing of the treads. REFLECTIVE a 36 7 7 Z j Q WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Q w v 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window -- Wind speed: 140 -� W p p ��`�, �� JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16 min. structural plywood No of stories: 2 CONNECTION TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device -" ..-- Panel, Attached to Mean Roof Ht: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' that compiles with R312.2,2 Window OpeningControl Devices. DESIGNATION FOR STRUCTURAL �� Frame in accordance Roof pitch: per plan i WALL COMPONENTS THAT ARE OF 1/2 1/2"DIA. LAG SCREW MINIMUM NAIL MIN WOOD MIN.WOOD NAIL SPACING TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Length per plan 30" 23" 18" 15" STUD 14. FIREBLOCKING AND DRAFT-STOPPING: Fireblocking shall be installed in STROKE & 1/2' MAX.SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL M-!* accordance with R302.11 thio R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code Bldg Width Per plan PANEL SPAN RATING THICKNESS SPACING EDGES FIELD 1/2" DIA.THRU BOLT installed per R302.12 thru R,'02.12.1 GIRDERS AND BEAMS of New York State bldg aspect ratio: 3:1 & 1/2" MAX. SHEATHING 36" 36" 34" 29" R1302.12.1 "R" ROOF FRAMING Nailing Schell: Table R602.3(1) sd COMMON NAIL 1.5(INCH 24/0 7/16" OR 1/2" 16" O.C. 6° 12" H Fireblocking materials R302.'11.1 shall be as follows: 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' (2.5"X 0113") 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING8d COMMON NAIL 2. 1/2"gypsum board WINDOW UNIT 1/2" DIA. LAG SCREW (2.5"X 0131") 1.71 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 3. Batts or blankets of mineral or frberglas shall be permitted for compliance UNDER SECTION 602 of THE BCNYS & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel r_1 ,� N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2"DIA,THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 � � � � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2"MAX. SHEATHING 24" 21" 19" UL 263,for the specific applications GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS V �" Applicant shall provide engineered wood placard THICKNESS APILICATION ORIENTATION TO MEMBERS SIZE OF NAILS on or ad j ent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED FRAMING SPACING NAILS SCREWS TO WOOD FRAMING F-� Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) OF FOUNDATION MATERIALS ResidentiaOF FOUNDATION MATERIALS Residential st ructures with Truss type construction, 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS �/ l� ��) Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL WALL EITHER DIRECTION 16"O.C. g 16 r^� >~ M �J " 11 W -v CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration � M O designed in accordance with Title 19 NYCRR Part 1265 Crystalline bedrock 12,000 psf a sign or symbol Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12"" 5/8 WALL EITHER DIRECTION 16"O.C.. 7 12 6d COOLER NAILS IWO �,,� bA -0 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. >~ Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 0 Sand, silty sand, clayey sand, silty gravel and clayey gravel „ GARAGE CEILING 16"O.C. 6„ 6„ EQUIVALANT DRYWALL SCREWS. ryI O M (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH FSI `p 2.3.5.1 O Clay,sandy clay, silty clay, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) HABITABLE ROOMS IRC SECTION R70ry U (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall f m es o.c. N/�, `�Ga.� 1 J }f/�� a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports sh II p inches the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. Oar SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL fd 1Z ,Z, b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP r LOAD REGION CATAGORY DEPTH are likely to be present at the:site, the allowable bearing capacity shall be ZONE � ;��a F:(I determined by a soils investigation. M MODERATE t 20 LBS 140 NO NO NO B SEVERE 31-011 TO HEAVY 11 YES NO 1500 or less 52.14 13 � ': 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. ' �C3 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. 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. u r R I • Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED L ° _ aux fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ° ° ° ° Min.3"x 11-1/4"net header Header / 6-16d sinker nails •- _ _ _ - _• __ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING ° ° ° ° shall occur at to of wall ° ° ° ° . - - - - T'+�- -• �- - - -•�� PER TABLE R602.3(3) FASTENERS 6" OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ P OF BRACED WALL PANEL AC D ALONG e ° ° ,I ISI ISI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° fasten top plate to header with F ° Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I I•IPER TABLE R602.3(1)OR R602.3(2) fastened to the required perR602.3.2 I• VARIES BY FASTENERS JI 2-16d NAILS EACH SIDE o king stud with Braced wall line 6-16d sinker nails \�Minimum 40001b header-to-jack-stud IITc ° N with 1112' woodlTeated .I hI LI METHOD CS-WSP: m M Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening AS PER TABLE R602.3(3) structural panels ° •I I•I pattern as shown and 3 in.o.c.in all framing(studs and sills) a opposite side of sheathing o EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - ° m •I I I 8d @ 6"O.C.ALONG WITH Sd COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER c i° Minimum 40001b header to-jack stud strap ° BRACED WALL PANEL Sd @ 6"O.C.ALONG on both side of opening opposite side of Panelsplice edges shall occur over .I (0.131 X 2.5"LONG) BRACED WALL PANEL o ° .I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o = sheathing and be nailed to common blocking IN FIELD BRACED WALL PANEL .2 �' Min.Double 2x4 framing covered with minimum ° within the middle 24"of the portal I• BRACED WALL PANEL x m ° g BRACED WALL PANEL BRACED WALL PANEL m L 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing I, BRACED WALL PANEL g o ° °I° P 9 BRACED WALL PANEL INTERIOR FINISH: X !, with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed I�1 3-16d @ 16"OC ALONG (� I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH !° ° BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18' finished width ° W I'I I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL i° ( ) BLOCKING MEMEBER ° I° Min. length 16" 2x16 King&Jack stud 1/2"min.thickness wood structural 2x4 or TABLE R602.3(1)FOR EXTERIOR WALL ' per Table R602.10.5 panel sheathing �• SHEATHING Q - - _ _•_ _ _ _ •I _ _ _ �; CONTINUOUS RIM OR CONTINUOUS RIM OR Min double 2 x post 'I • I'I• END JOIST i° No.of jack studs per I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST i, Min. 2 2x4 t I'I i ( ) yP• Table R602.7(1&2) �j •I ISI OVER AND BE FASTENED TO COMMON STUDS. !° 'I I'I 'I !° T Min. (2)1/2"Diameter anchors •I I,I l I I' HORIZONTAL PANEL JOINTS IN BRACED N k 2-16d NAILS EACH SIDE installed per section R403.1.6 U with 2"x 2"x 3/16"plate washer UJ WALLS PANELS SHALL OCCUR OVER 7 ,I INTERIOR r 1,1 I, AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING Z COMMON BLOCKING ADDITIONAL FRAMING W ,l SPACING I I I I I• CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I.1 I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG 0 •I I•I ►•I I. BRACED WALL PANEL Q J 'I I I I I l• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W O ,I ISI I•I i, ..L. •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to w F— 'I Band or Rim joist with nail sole plat Attach Sheathing nail sole plate LIJ BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials °I° to joist per Band or Rim olstwi to joist per (� - - 1�- ' - - PARALLEL TO FLOOR/CEILING at 3"o.c.Top an 1 P j PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. 8D common niais nailing sched. O >- O FRAMING FRAMING Bottom ° o a° Bottom - - at 3 o.c.Top and Rim Joistco Rim Joist ��per Plans N Z z FASTENING REQUIREMENTS FOR ��Holdowns '< H ° ° ° ° ° ° ° ° ° ° ° ° peaplansBRACED WALL PANEL AS PERr�n� f-= O 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 < (D z z c� O Simpson , 1-1/4" gals. x 20 gage N 0 H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A EXTEBEARRIOR WALL r between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. �, Typical Metal provide blocking @ N ° E•- WINDOW HDR braced wall panels (5) 8d x 1-1/2"+nails in Rafter �� 4 Ft Perimeter .s` o E N Strapping _ �`� at Openings �, (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES rn „0 28, o ao NOTCH GREATER ++ Each Rafter on Each side -cam TD�w E co U N � o w THAN 50 Bio //5 8d x 1-1/2 nails in Stud Nails spacing (PERCENT)OF Horizontally attached l ) PLATE WIDTH \ 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE plywood sheathing P g Nailing-See Nailing o C m m o Schedule Dwg-1 of Ridge to have a 0.z C o ; y shall have Solid Blocking m _ N o 6•o METAL TIE FASTENED ACROSS AND @ all Plywood Joints Simpson LSU skewable hanger o c c ` N ` O TO THE PLATE AT EACH OF THE NOTCH WITH 8-10D NAILS EACH SIDE SIMPSON H2A N O.� O.D U O y U O V Y -25 Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil Q w .C) 3 Cc'c-3 3 rafters attached to top (5) Sd x 1-1/2" nails in Rafter Strap with (5)-8d common nails =m a�, ° CL 2 plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° m M•- - 24 r - TOP PLATES in each end. catch jack studs ° = r d) N o PIPE along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° a= � Cn-0 o 0 3 `o Corner Holdowns panel. and window or door Header. ° 0 s a- o Y o Refer to plans p Less than ,° r•2 o 2 r E m cfor 0 f required r Q ° m- Q cmc m o Typical each side and ALL N orE Equal Gable n a ` N�c B nC 00 windows and doors. to 12" = o ='a = L cu a 8 FIGURE R602.6.1 RIM JOIST BLOCKING BETWEEN RAFTERS (a7 BRACED WALL PANELS ~ o in +o Cr 1,- M E n.c_o a TOP PLATE FRAMING TO 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS AC;COMMADATE PIPING See details on this page. NTNTS S RAFTER TO RIDGE STRAP R802.3 �/ TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS U) WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD L ^� CI� 4 5 N.T.S. 6 7 2-1/2" LONG g 9 OF THE RAIC SPACE AND FTERS WITH 4-8D NAIES J EACH END O CL Q Q < 1- 2X P.T.LEDGER; MUST BE ONE SIZE TREATED WOOD CONTINUOUS FLASHING 2X P.T.LEDGER; MUST BE ONE SIZE O 0,0 Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TOP DECKING F RIM JOIST WITH COMPOSITE RAILING EXTENDED GREATER THAN DECK JOIST AND T NO GREATER THAN THE DEPTH OF THE RIM JOIST SYSTEM.VINYL RAILING PAST JOIST HANGER NO GREATER THAN THE DEPTH OF THE RIM JOIST EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 10D THREADED NAILS OR l I TOP AND BOTTOM RAIL ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND #10 X 3"WOOD SCREWS I AND COLUMN COVERAND ALL THRESHOLD CAREFULLY GALV LAG SCREWS PER TABLE R507.2 AND TOP PLATES PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) AT 6"OCC. COLUMN CAP.MEET RCNYS FLASHED&CAULKED TO PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) ALL THRESHOLD CAREFULLY I I FLASHED&CAULKED TO see Schedule on DWG-1 FOR CODE PREVENT WATER INTRUSION see Schedule on DWG-1 OUTER THIRD CUT tip of lag screw shall fully extend beyond COMPOSITE DECKING tip of lag screw shall fully extend beyond OF SPAN ONLY LENGTH PREVENT WATER INTRUSION the inside face of the band joist. ATTACHED PER I I the inside face of the band joist. to ++ MANUF.SPECIFICATION 6X 6 TREATED POSTS 12 Min BORED HOLE MAX. STUD LAG BOLTED TO JOIST GALV. DECK HANGER GALV.DECK HANGER DIAMETER 60% SIMPSON LUS26 @ 2X6 (PERCENT)OF STUD SIMPSON LUS26 @ 2X6 I AS PER MANUFACTURES SIMPSON LUS28 @ 2X8 DEPTH i SIMPSON LUS28 @ 2X8 °�SPECIFICATIONS. SIMPSON LUS28 2X10 /' SIMPSON LUS28 @ 2X10 1/2"DIA.GALV BOLTS'N/ 1/4 JOIST 0 518"MIN /8"MIN. O LOCK WASHERS. I — 2X LEDGER WITH FASTENERS IN ACCORDANCE DEPTH,MAx. 1 CLEAR TO EDGE TO EDGE 2X LEDGER WITH FASTENERS IN ACCORDANCE 2 x JOISTS I 2x RIM JOIST ATTACHED WITH - WITH TABLE R507.2 2"MIN. /6 JOIST N Q .`� N = DEPTH,MAX. S N W WITH TABLE R507.2 (3)1O THREADED NAILS OR 1/3 JOIST o NOTCH MUST NOT iv N O EXCEED 40% 0 e O (3)#10 X 3"WOOD SCREWS DEPTH,MAX. (PERCENT)OF SIMPSON DTT1Z W/(6)SD#9 x 1 112"SCREWS SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS Use 1-1/4" Metal �t z STUD DEPTH ° +�-, ALLOWABLE LOAD PER TIE:840 LBS ° SIMPSON H2.5 AT iv ALLOWABLE LOAD PER TIE:840 LBS N AND LESS THAN 4 LOCATIONS SPACED EQUALLY ` 2x GIRDER w/2 5/8"DIA.GALV. ++ AND TWO WITHIN 24""OF EACH END OF DECK. o Coil Strap 20 Gage Q NOT _ - , EACH JOIST Solid sawn 'Dist and rafter o BORED HOLES SHALL '3!+ AND TWO WITHIN 24"OF EACH END OF DECK HOLD DOWN DEVICES SHALL FULLY ENGAGE 12" Min (5) 8d common nails bg W THE E3AMCRO LOCATED IN OR BLOCKING _ 3 _ J THRU BOLTS AT EACH POST DECK JOIST PER HOLD-DOWN MANUFACTURER. In EACH END at SECT ION OF THE CUT 8, _i GIRDER CONNECTION notching and bonn` �Ir711tS. J�. � z OR NOTCH IN STUD SIMPSON DTT2Z WI(8)1/4"x 1-112"SDS SCREWS OVER BEAM H Stud. 3/8"DIA.LAG SCREW PREDRILLED NTS 8d @ 6" oc Along Q IY U) ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH 6x6 P.T.POST TO CENTER OF TOP PLATE,STUD Braced Wall Panel MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" JOIST MIN THREAD OR HEADER PENTRATION OF EACH END OF DECK: MAXIMUM OVERHANG PENTRATION FIGURE R602.10.8(1) 3/8"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN/4 FIGURE R602.6(2) TO CENTER OF TOP PLATE,STUD EXTERIOR DECK JOISTS PARALLEL TO DECK JOISTS WALL TO WALL STRAPNTS NOTCHING AND R507 EXTERIOR DECKS OR HEADER 1 BORED HOLE LIMITATIONS FOR INTERIOR 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 1 2 DECK AND RAILING DETAIL 13 LATERAL LOAD CONNECTION NTS 1 4 1 5 NON-BEARING WALLS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20a e G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap g g Hot Dipped Galvanized Strap N TOP PLATES z FASTENERSTAGGERED S with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 g IN 2 ROWS at each stud at each stud at each stud Strap may be attached OVER Strap may be attached OVER the plywood OR directly to Strap may be attached OVER STUD @ O 5.5"MIN FOR 2X8• a studs. the plywood OR directly to the I W BORED HOLE MAX. 5"MAX 6.5"MIN FOR 2X10 plywood OR directly to 7.5"MIN FOR 2X12 Studs. Studs. DIAMETER 40 /° (PERCENT)OF 0 @ @ O @ N rap strap under sill STUD DEPTH `- and attach to sill plates .? M 5/8"MIN. 5/8"MIN. ° ,P•„ " BLOCK SOLID M •0 3-16d @ 16 oc Along � -rs rx o TO EDGE TO EDGE 2"MIN S , ' C BETWEEN JOISTS -CS bA oo NOTCH MUST NOT I LEDGER BOARD LAG SCREW OR THRU-BOLT - - • • • /Braced Wall Panel (= •� 3/4"MIN • 6 C , ° ° =III=III = N FIGURE R602.10.8(1) ® � . '. O c� EXCEED 25 ° I-III-111 ° ° (PERCENT)OF -_ Ct STUD DEPTH I"11j' e ' +� "d � IF HOLE IS BETWEEN Tnr= O BORED HOLES SHALL 40i(PERCENT)AND PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD fit L'�fy NOT BE LOCATED INS ' 60%(PERCENT)OF 1� ,'.` / �I' THE SAME CROSS STUD MUST BE DOUBLE STUD DEPTH THEN PER FIGURE R507.9.1.3 (1) STRAPPING SECTION OF'THE CUT NO MORETHANTWO Applies to Garage Wall and __„__ ° ,;< <; Wrap strap under sill ; OR NOTCH IN STUD SUCCESSIVE STUDS .*DISTANCE CAN BE REDUCED TO 4.5" =III=III �; and attach to sill plates ARE DOUBLED IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ' Ig= p 1-1/4"METAL . AND SO BORED 'SPACING IS REDUCED TO THAT OF SII , •, STRAPPING LAG SCREWS TO ATTACH 2X8 LEDGERS = - FIGURE R602.6(1) TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOISTNOTCH BOREDIHOLE NLDIMITATIONS FOR EXTERIOR WASHERS NOT PERMITTED) F RAFTER FACE TYPICAL ^+• �y�G1`� y� tD-P WALLS AND BEARING WALLS 01 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING Nth 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop Full Thick Insulation up and out of the thin profile structural glued together see Ian w/ MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way for access p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsto and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams g p OF SEALANT subfloor behind tub _ Tub attic hatch - R-val Non-combustable sealant Base plate prevent loose-fill blocking insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed tor Se I exterior insulation requirem n access opening Sealant or „ OR GASKETED TO RIM floor Gasket 1 falling through Continuous B€ - wall 1/4 structural sheathing JOIST/RIM CLOSURE / of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access solid blocking adhesive . at perimeter and seams. or rigid insulation Sealant OVER GA KSILL PLATE IER STILLED 1" min Rigid Weatherstripping Seal stairs Adllesi Casing/� EXPANDING FOAM SEALANT a Pre-Fab Fireplace sealed around iPanel2 G Wall CONTINUOUS BEAD OF SEALANT Insulation. Airframe gap Gyp. Refer to manufacturers SEALANT four edges `Pull-down 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cD CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING _. AIR SEAL DETAIL (@_ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Battic Door Energy Conservation Products ' It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation P.!;n Attic St,-�ir Covrr W ENERGY NOTES Eave baffle installed '` -'"" V W 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave F � ,-. �' Z 2020 Ener Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the W Q Energy „ „ „ „ „ „ vents. Baffle shall extend over , ry Table 8402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, 5 & D submitted at CO. energy efficiency program to exceed the energy efficiency required by this code, the top of the attic Insulation �, Q _,J 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. U) 0 TABLE 8402.4,1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thin party(HERS Rater) using the (8402.2.3) W AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION t1J �-- COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 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. YP > D General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located and see ' OR HERS RATER O requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 0 Q Z >_ (n the s o N 102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. N Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet requirements f 1 SEALANT Z continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. Q < u- 11. (R403.3.5) Building Cavities(Mandatory) O Breaks or joints in the air barrier shall beBuilding framing cavities shall not be used as ducts or plenum. Typ. Exterior wall 4. 8402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 1 rr nn sealed sections N1102.2 through N1102.2.13 See Const. Dwgs Q V Z Z 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) WCavity insulation All cavities in the thermal envelope shall be filled with insulation. The 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. a �- installation density of the insulation shall be at the manufacturers'product P g P � � �/ Heat trace temperature maintenances stems shall be in accordance with Section N1103.5.1.2. recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, P Y Q CIO Q each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. i - i CVO [-- maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o The building shall be provided with ventilation that compiles with the requirements of C: E.N exists,the batt product will be cut to fit the remaining depth of the 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 Air leakage shall be tested and verified by an approved HERS rater as having an PP o i Cn shall be laced to fill an surface or concealed voids and at tine 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 �' w �2 0 C. t p y is not operating. � °,o 0-0 °o test results shall be signed by the party conducting the test. _ manufacturers'specified density. Where faced batt is used,the 0-6 ._ ° _ ° Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM installation tabs must be stapled to the face of the stud. There shall be N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy i c - 1 � _ no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN f�.---¢ n I M m r_-10,= 7. 8402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements stapling installation tabs. P g g P of Table N1103.6.1. Exce tion: Where an air handler that is inte rax to tested and listed HVAC Rigid Foam or ACCORDANCE WITH `` 1 a L) °Y ° Y combustion air. Factory built fireplaces shall be listed and labeled p 9 9 E i _ N >. aY ° equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT C °' 0 ` _ ° `° ° C3; Insulation that upon installation readily confornns to available space according to UL 127. P g C -_•'` .-"'`~ ; f 1 : °3 - 2 I'� S shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor, as backdam C } 1 0 0 ° W ° N- co 2=w TYP. ROOF CONST. N N n - CD r N density recommendation. 8. 8403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be ID rounded for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) >_ 0 0 3 P P 9 9 Y P Y P Roof underlayment �- i l ; _ ° o w o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soiIit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 X CJ W/ INSULATION - ! 3 , I o o w = M• E a Y sealed to drip edg r w ceiling;/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS U.EQ.� r ��, Q)L) CO insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. , ;r. � , a E _ °' ° ° OR HERS RATER O ° °L '� O O U... � sealed. 9. 8403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency �. 1 i L) u)m 6- m E a.S o rating equal to or greater than the minimum required b federal law for the T Fascia/ f j� Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies maybe compressed at of R-8 @ 3 or greater in diameter, and R-6 @ ducts less than 3 In diameter. g q g q Y YP t wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see -� '� SEALANT - shall be sealed. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs `' 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 t::,r :•}.:.3.,� , V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. '' ;� J Z_ top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall ...I J sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2y'` Q installed in substantial contact and continuous alignment with the air Q barrier. W � Windows, skylights The space between window/doorjambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0 0 shall be scaled. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Floors(including The 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 LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b cantilevered floors) framing cavity insulation shall be permitted to be in contact with the RUN-TIME PERCENTAGE IN EACH 4-HOUR topside of sheathing or continuous insulation installed on the AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% - underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. OPENING LIMITING KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Fdctora 4 3 2 1,5 1.3 1.0 DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be N p shall be covered with a Class 1,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM o W vapor retarder with overlapping joints a. For system run time values between those given,the factors are permitted to be cel ~O taped. INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. d Z - - - - - - - - - - - - - - - - (V Shafts,penetrations Duct shafts,utility penetrations,and flue WINDOW >- Q Q shafts opening to exterior or b. Extrapolation beyond the table is prohibited. 1 LIJ unconditioned space shall be sealed. 24" Q uJ (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW = Q PASS THROUGH FALL PREVENTION Z >> U DEVICE CONFORM TO < W Narrow cavities Batts in riarrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps or TABLE M'1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to theCONTINUOUS ' AI AIRFLOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE NUMBER OF BEDROWAS COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW 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 FLOOR AREA 0 - 1 2 - 3 4 - 5 6 -- 7 > 7 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 (square feet) 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. '-' r, installation readily conforms to available space shall Airflow in CFM TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � � a extend behind piping and wiring. 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE ,--4 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 !C rn Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be < 1,500 30 45 60 75 90 W �' exterior wall showers and tubs shall separate them from the showers and insulated. C-' Z ^-t tubs. N1101.14 (R401.3) Certificate (Mandatory) l� :~ � 1 ,501 - 3,000 45 60 75 90 105 ►�+ >~ M Elect ricaI/pinone The air barrier shall be installed behind electrical or box on exterior wall communication 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 10 Ix 1 0 in the space where the furnace is located, a utility room or an approved location inside the building. r o HVAC register HVAC register boots that penetrate building thermal 3,001 - 4,500 60 75 90 105 120 Where located on an electrical panel the certificate shall not obstruct the the ® i� boots envelope shall be sealed to the subfloor or drywall. cercover or oruce visibility of circuit � .-. directory label, service disconnect label or other required labels. The certificate shall indicate the - o M Ct 4,501 - 6,000 75 90 105 120 135 ��'n A Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings roofs walls foundation components hi sprinklers only fa sealed in a manner that is recommended by the such as slabs basement walls crawl space walls and floors, and ducts outside conditioned spaces; �<-`��` J h; manufacturer.Caulking or other adhesive sealants shall not � , .► � n be used to fill voids between fire sprinkler cover plates and6,001 - 7,500 90 105 120 135 150 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. h IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value > 7,500 105 120 135 150 165 covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. R�. oe cooling and service water heating equipment. Where a gas-fired unvented room heater, -a�� °�g�io 3 For SI: 1 square foot = 0,0929 m2, 1 Cubic foot per minute = 0,0004719 1113/s. electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ,' ` OR ri indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," '13i as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. TYP EXT•.WALL TYP.FLOOR CONST. 68'-111/2" PLUMBING NOTE: (2)2x6 P.T.SILL PLATE W/MIN. 18'-5'/z' 25'-10" 24'-8" ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH TYPICAL.ANCHORBOLT -R403.1.6 = PART VII-PLUMBING MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH NUT&WASHER. 2 BOLTS,PER PLATE AND HOLD AT LEAST ELECTRICAL NOTE: ONE BOLT-12"MAX AND 3-1/2"MIN OFF ALL ELECTRICAL EQUIPMENT ENDS OF PLATES. AND WIRING SHALL BE INSTALLED SHIELD &SILL SEALER TYP. IN ACCORDANCE WITH PART VIII-ELECTIRCAL OF THE NYS CODE. A MINIMUM OF 75%PF TYP.CONC.FOUNDATIO (2)ANCHOR BOLTS PERMANENTLY INSTALLED FIXTURES • ------------------------------------------------------------------------------------------------------------------------------------ --, IN EACH CS-PORTAL MUST HAVE HIGH-EFFICACY LAMPS. FRAME WALL ABOVE = SECTION-SEE ANCHOR BOLT DETAIL .--------------------------------------------------------------------------- ---------------------- -------, o DETAIL MECHANICAL NOTE: ----------------------- I I _ __________________________________ THE MECHANICAL SYSTEMS SHALL SCALE: 1/2"= 1'-011 I I 1 ----------------------------- __ BE INSTALLED IN ACCORDANCE WITH ' i --------- --------------------------------------------------------" PART V&VI OF THE RC OF NYS.ALL MECHANICAL SIZING PER ACCA W t I MANUAL"S"BASED ON LOADS U TYP EXT.WALL � � ' 1 CALCULATED PER ACCA MANUAL"J" W DUCT COMPLIANCE WITH MANUAL"D" Z 23'-0" 101, R303.4 MECHANICAL VENTILATION. W 0 EXTERIOR PATIO SLAB ; `� J � DWELLING UNIT SHALL BE PROVIDED Q SILL PLATE , , 6"4000 PSI CAST-IN-PLACE SLAB , , WITH WHOLE - W/6X6 w1.4/w1.4 WELDED WIRE MESH i VENTIt VENTILATION INACCORDANCEWITH ''^^USE MECHANICAL0 Lu ; ON GRANULAR COMPACTED FILL. V J O I , SECTION M1507.3 z ¢ W- � � � PITCH SLAB AWAY TO DRAIN ; � I I TYPICAL ANCHOR BOLT -R403.1.6 > o ' ' ' ' M 1 , Y� W MAXIMUM SPACING: 1/2" 72"O.C. _ o� EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. 43'-7/2" '+7Yz" DROP TOP OF CONCRETE -- 2 BOLTS PER PLATE AND HOLD AT LEAST I 1 , 1 AS REQUIRED FOR 1 U) > O ONE BOLT-12"MAXAND 3-1/2"MIN OFF ' ' ' Q GARAGE DOOR,SEE PLAN ; ; ENDS OF PLATES. i i 4" SLAB LEDGE ; ; FOR GARAGE DOOR SIZE O >-- --------------- ----------------------------------- -----------------------------------------' -- -• 1 I Cn TYP.CONC.FOUNDATION ' ' UNEXCAVATED ' ' ' V Z L TYPICAL GARAGE SLAB i < LL ar I ---------------------------------'-------------------- ------------------------• 4" CAST-IN-PLACE SLAB L.L.. 1- O ' I ' W/6X6 W4.0 X W4.0 WWM (2)ANCHOR BOLTS ¢ V Z 7 ' ' ' ' PITCH SLAB-1/4"FT TO IN EACH CS-PORTAL `cl v W L ANCHOR BOLT DETAIL GARAGE DOORS FRAME WALL ABOVE LO L — I 1 o I I I I I 1 1 1 !- I I -' I I ' ' I I SCALE: 1/2"= 1'4' ; i i i ; SECTION SEE i i N I I I I I I DETAIL 3 ON PG 2 , , 19'-5'/z" " ' 17'-9'/z" I 0' 26'-7'/s" ; ; 21'-4'/2" i i CIO N O O 1 b"4- SLAB LEDUE ' I I I 1 j 1 , E C IN COICI I , I __ 1 I I �2 I ; STAIR TO BASEMENT o o I1 1I 1 i ECAST IN PLACE CONCRETE STAIRJ mmrn5 O O U_ J IN ACCORDANCE WITH CHAPTER 4 E nO = U T PROVIDE HANDRAIL AND GUARDRAIL ` NO Q .°m 1 1 TO CODE.8"CAST-IN-PLACE CONCRETE 1 I z m 00 --------------------------------------- __ _>J � °o r; I R302.5.1 OPENING PROTECTION. ; WALL AND 16"X 8"CONC. FOOTING TO ' - y o o m C) , h ti I X � r ' DOORA20 M NOUTDE CORE FIRE RATED. I VIRGIN SOIL WITH 4"CONCRETE LANDING i i N a a r ` y °' I I ^ i TOP AND BOTTOM OF STAIR RUN. i ' 1 .Q n > a°. ° _ _ I WEATHER STIR "P I _ m,N co mho- oc3 ----------------------------------------------------- M r _I W/SELF CLOSING DEVICE. 4-$ 2-OI I w o o 0 o cmc c I I 1 I `o o 1 II 1 11 1 11 1 - ... �, c 2 0.- U m � r I ' I I 14-$'/2 I I I I r r N In N 1 1 ; ; Nt _ N N cn N� N 'D w N y n ------------------------------- - c c- ' TYPICAL INT.FOOTING/COL ' I i i 60 cnD a U,a O o m 36"x 36"x 12"THICK I 1 I , RT m c:= m ' W/3 #5 REBARS EA.WAY t'� ° r= E �' o a TJI 560-11-7/8"-Floor Joists 0).. 16"OC o ' _ ' ' _ ' B 2 "' V) f0 U '6 c U 'n �_-__-___ _______ ___-___ ' ' ' r- 2'-4": I CAST-IN-PLACE PLA CONCRETE ' I 2 ANCHOR BOLTSen 0 o ' ' 'r' I FOOTING&4"DIA STEEL I \ - -- -- --- -- --TED , ' m c a i=�a m-o f0 �' v-E w ' ' ' H o GYPFBD EAIRE IRE RS DE 1 ( ) t m o COLUMN d DN ' ' F- ° 1=n m i7 H E n.S o a _ , IN EACH CS-PORTAL ------ -------' I co OF WALLS Ch ; ; J 1 ' I FRAME WALL ABOVE I 1 � � � � Beam Pocket (typ) I I •- - -- --------- -- --------- ------ ---------------- DETAIL SECTION3 ON PG 2 I I W 12 1 X 30 WIDE FLANGE STEEL BEAM I I ' 1 C) ; DIRECT VENT _shimasregd - i - _ - _ - _ - _ - ^ - - _ - _ - - - _ - ' - -'�- - ' - '�� _ ' -O �' _ - ,� - ' I I _M HEATING SYSTEM o IN COMPLIANCE , ------- I ----- ---------------------------- ---- INSTALL --- - S/8"fff2ERAT-E� B W/RESIDENTIAL,ENERGY ' I ' - ; ; GYP BD UNDER SIDE OF I &MECHANICAL CODE 11,44 FLOOR FRAMING ABOVE18'-7'/" 14'-5" 14'-4" 16'-0" 20'-6'/" 10PROPANE , I , I � ; LADDER&STEPS R310.2,3.1 O M I ----------- i - WINDOW WELLS WITH A VERTICAL (fl (o x - ; DEPTH GREATER THAN 44 INCHES WINDOWWELL R310.2.3 N 1 1 � I N � J I J ----------- HORIZONTAL AREA SHALL BE SHALL BE EQUIPPED WITH PERMANENTLY �? MAINTAIN REQUIRED SEPARATION I " " MIN 9'0"SQ FT WITH A _____ _, ; ' r (WcDISTANCE FROM ALL HEAT M IF N J J 2X4 FRAME AROUND OAK T&R -------- Cnn I _ , `; AFFIXED LADDER OR STEPS USABLE 1 R T- -' I > I > STAIRCASE FROM FLOOR HORIZONTAL DIMENSION o WITH THE WINDOW IN THE FULL OPEN ' `' PRODUCING EQUIPMENT TO J � J v J ' U ' o > I _ O I TO CEILING. TREATED SHOE ____------ O OF MIN S-0"TO ALLOW FOR t-�1 POSITION. RUNGS SHALL HAVE AN 1 1 COMBUSTIBLE MATERIAL AS PER r• J � PLATE AND GYP.WALL BD ILLJ = EMERGENCY ESCAPE AND = �; c i N ' ' 1 O r" INSIDE FACE OF WALL MIN. ____ ____ to cD Ln 1 I INSIDE WIDTH OF AT LEAST 12 INCHES MANUFACTURER'S SPECIFICATIONS �o r ATTACH RAILINGS.HANDRAILS r RESCUE. LADDER SHALL BE O=1 0 AND LATEST MECHANICAL CODE. "- ' r = O C71 M , SHALL PROJECT AT LEAST 3 INCHES X x , 34"-38"ABOVE NOSING. PREMITTED TO ENCROACH J— o X I d a -'-- ---- °��° _J w' ' FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 6"INTO = ' �, �, m �, R302.7 UNDER-STAIR PROTECTION ____ ____ r �, J, 4-�is ; ; NOT MORE THAN 18 INCHES ON-CENTER ALL MECHANICAL EQUIPMENT AND •a ENCLOSED SPACE UNDER STAIRS THAT 0 REQUIRED WINDOW WELL M o APPLIANCES HAVING AN IGNITION -' '_ - IS ACCESSED BYADOOR OR ACCESS ________ _ DEPTH. g�� N VERTICALLY FOR THE FULL HEIGHT OF J _ I p UNFIN. BASEMENT ' PANEL SHALL HAVE WALLS,UNDER-STAIR - ' •------ -+ 1 THE WINDOW WELL. SOURCE SHALL BE ELEVATED O SURFACE AND ANY SOFFITS PROTECTED UP 16R C? °0 1 1 A MINIMUM OF 18 INCHES ABOVE = ______________ � AS PER SECTION R506. ON THE ENCLOSED SIDE WITH I ; x THE FLOOR. IN ACCORDANCE WITH B0 4" CAST-IN-PLACE CONCRETE 1/2-INCH GYPSUM BOARD, 3'-8" N , co ' PART V,MECHANICAL. , ti SLAB W/6 MIL VAPOR BARRIER ti ' BARS,GRILLES COVERS R310,4 tV SECTION M1307.3 i = BARS,GRILLES,GRATES OR SIIMILAR p 0 rn ------ ------------- ----------------------- ----- ' in ' ' ' o w i 'n ' ' DEVICES ARE PERMITTED TO BE PLACED CV I 1 - STONE LEDGE I I -' , ;t 18'-311 i 9' i F _ I ~ ' 1 OPENINGS PROVII OVER LIDDED AS FOLLOWS:NETY ESCAPE AND N z WITH R310.1.1 TO R310.2.3 AND I ' --------------------------' 1 `--�-,`. �,�---a----- - --o------------------------------------;-----------` `` o I BE RELEASABLE OR REMOVABLE � ` --------------------------------------------------- -------------+ CLEAR OPENING SIZE COMPLY SHALL . . . . IOf LU --------- 11 1 ------ ---------------------------------------- FROM THE INSIDE WITHOUT THE USE ` __ -------- - OF A KEY,TOOL,SPECIAL KNOWLEDGE z W Q ----�- ---------� OR FORCE GREATER THAN THAT REQUIRED Q U __ _________________________________ _______________ (V i i i i N FOR THE NORMAL OPERATION OF THE (n STONE LEDGE ' ' EXTERIOR PATIO SLAB 1 1 ESCAPE AND RESCUE OPENING. ` -----'--'-----"-'-' ' ' 6"4000 PSI CAST-IN-PLACE SLAB ' ----------------- C --------'------- d7 W/6X6 w1.4/w1.4 WELDED WIRE MESH o ' ' F_ ON GRANULAR COMPACTED FILL. 1 °0 PITCH SLAB AWAY TO DRAIN 2"STONE LEDGE I I I 1 I 1 I I 16'-011 R406.2 Concrete and Masonry Foundation Waterproofing I I I I ---------- In areas where a high water table or other severe soil-water I =ba conditions are known to exist,exterior foundation walls that _ -_--___ retain earth and enclose interior spaces and floors below grade shall be waterproofed from the higher of(a)the top 18'-0" 2'-10" N 2"STONE LEDGE of the footing or(b)6 inches(152 mm)below the top of the 1 basement floor,to the finished grade.Walls shall be waterproofed N 1'-0" -0 in accordance with one of the following: •� 2'-4" T-1" 2'-4" 19'-4" 2'-4" 7'-1" 2'-4" 2'-10" 19'-11" 20'-10" Two ply hot mopped felts. r 86'-5" fifty-five-pound(25 kg)roll roofing. Six-mil(0.15 mm)polyvinyl chloride. W O Six-mil(0.15 mm)polyethylene. V Z U TYPICAL DWELLING FOUNDATION - ( 9'-0" WALLS ) Forty-mil(1 mm)polymer-modified asphalt. A IN ACCORDANCE WITH CHAPTER 4 Sixty-mil(1.5 mm)flexible polymer cement, L.� � �- �l 10" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR: PER TABLE R404.1.2(1) One-eighth-inch(3 mm)cement-based,fiber-reinforced,waterproof coating. y M �J 9 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall and One#4 bar near Sixty-mil(1.5 mm)solvent-free liquid-applied synthetic rubber, TYPICAL ANCHOR BOLT - R403.1.6 9'-0" FOUNDATION HEIGHT the third points in the wall story. h�M �„� ,moo MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH NUT & 3" SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST FOUNDATION PLAN VERTICAL REBAR: PER TABLE R404.1.2(8) r"+ x � R405.1 Concrete or Masonry Foundations -O ONE BOLT - 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES. SCALE: 1/4" = 1'-0" #5 @ 41 inches on center. ** ON 24" x 12" CAST-IN-PLACE CONT. WALL FOOTING o c0 � Drains shall be provided around concrete or masonry foundations that retain earth and 24" X 12" FOOTING W/3 -#5 REBARS CONTINUOUS IN FOOTING, enclose habitable or usable spaces located below grade. Drainage tiles,gravel or crushed stone drains,perforated pipe or other approved systems or materials shall be installed at 1. Walls 24 inches total length or shorter connecting offset braced wall or below the to of the footing or D TYPICAL EXTERIOR SLAB FOOTING - ( 9'-0" WALLS ) p g below the bottom of the slab and shall discharge by ,� � panels shall be anchored to the foundation with not fewer than one anchor bolt IN ACCORDANCE WITH CHAPTER 4 gravity or mechanical means into an approved drainage system. �r � } Gravel or crushed stone drains shall extend not less than 1 foot beyond the outside edge located in the center third of the plate section and shall be attached to adjacent 8" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR: PER TABLE R404.1.2(1) of the footing and 6 inches above the top of the footing and be covered with an braced wall panels at corners as shown in Item 9 of Table R602.3(1). ( Fastening Schedule ) Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall and One#4 bar near approved filter membrane material.The top of open joints of drain tiles shall be protected the third points in the wall Story. with strips of building paper.Except where otherwise recommended by the drain 16" X 8" FOOTING W/3 -#5 REBARS CONTINUOUS IN FOOTING manufacturer,perforated drains shall be surrounded with an approved filter membrane t 2. Connection of walls 12 inches total length or shorter connecting or the filter membrane shall cover the washed gravel or crushed rock covering the drain. offset braced wall panels to the foundation without anchor bolts shall be permitted. Drainage tiles or perforated pipe shall be placed sieve not less than 2 inches of tJ. p p 2 -2 X 6 ACQ SILL PLATES, COPPER TERMITE washed gravel or crushed rock not less than one sieve size larger than the file joint '�_,. (OyoO10 The wall shall be attached to adjacent braced wall panels at corners as shown in SHIELD ALL FOUNDATION FOOTINGS TO EXTEND opening or perforation and covered with not less than 6 inches of the same `'i. ''ryD Item 9 of Table R602.3(1). ( Fastening Schedule ) TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP material. �� OF(�; . -I FOOTINGS 1V TO 2H . 25'-10" 24'-8" 8'0" 8'-8" 8'-0" c'7 00 O , 6x6 WOOD POST N TRIM TO 12 X 12 r WlAZEK W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ® W TW3052 z E (3)1-3/4"x11-7/8"LVL (3)1-3/4"x11-7/8"LVL (3)1-3/4"x11-7/8"LVL --- -- - W p '- Q U ' ' \ Qy- O I \ 2-2x10 2-2x10 Q Jl I pl ----- ------------------ 23'-9" W I rn Lof o p (V > ' I 0 V! J a GARAGE I z O W- DWELLING GARAGE ; O >- '^ `\ `� U COVERED of _j 0 2"CLOSED SEPARATION IN N Z v, rn i ;N `,��, U) PORCH X FOAM&00 LU CELL RAY TAB E R 02 6ACCORDANCE WITH z v Y \'S6o `� 642 SQ FT N R-13 BATT SEE DWG-1 FOR TABLE X q `\ INSULATION a O co INSULATE WALLS [� (� , I q C7 N COMMON WITH LIVING m M v Q Z Z 0 \ AREA. X n/ ' ' N TW2662-3 FWH3180AL TW2642 ' ' N 00 Lu LJ_ W _ _ PROVIDE:HEAT C °X° DETECTOR PER R314.2.1 ® \, `~ 2 2x10 2 2x10 i ` M O -� (3)1-3/4"x11-7/8"LVL y •----- ----------------- O 2x 8 RAFTERS na.16"oc m iD TJI 560-11-7/8"-Floor Joists 0 12"OC `f N y 'v N = R-38 BATT ----- ----------------- o INSULATION ? ° Bo 0n _ = E p '40, 0No wBm zo 00 > io c 0 m-Sw: E 5_ �� o IC'O I 2'0" 4'-0" 8' 1 21'9" z = ca. o o c T c c 6 0 aci c c 5'-7'/z' 4'-4" 4'-4" 5'-2" 5y2" m LS 5'/z" N (3) 314"x1 /8"LVL =v o = o � .0 0 0 Z o o Q c o 0 -' EllRECESSED LIGHTING FIXTURES RATING WITH PE4TRATI NS > w B o•- o ❑ 0 m y ,� > o N a SHALL MEET ASTM El AND FIRE STOPPING PER ASTM �' Z c a" N � >a � nY�° o LIT "' E814 OR UL 1479 0 0 N 0 3 -0 '- o "' DHP3452 DHP3452_ _ DHP3452 0- ? I I BO BREAKFAST � ti ��"�� o- '615 3 0 0 SCD n aoi uci y o, DHT34111 DHT34111 DHT34111 0 I X ROOM 77 6 6 `( )� 00 -c Q•n C= y o 3 o E -- -I r� I I S �/ r> o � c a o , �o Z C6.2 Ln R302.5.1 OPENING PROTECTION. 2"CLOSED N m o c ro a n - m INSULATED SOLID CORE STEEL '-''- o `� c L= E 2 o n N CELL SPRAY ti L= N N c c - °'U N TJ►560-11-7/8"-Floor Joists an. 16'OC -- I I ►- v F- DOOR,20-MINUTE FIRE RATED. _-F &_- ___--_ _ 2 2'z � 0 c ltn U) ,n v c LO WEATHER STRIPPED c c m F r c c o =" ` (3)1-314"x 9-1/2"LVL ' I I FAN W/SELF CLOSING DEVICE. R-13 BATT `° E- o rn c = F- m E o._o a v 11'-6" 8'-3'/z' `n 7'0" INSULATION v ' 3'/," LL GUARDRAIL (2)1 3/4"x11-7/83 LVL- DROP 3/' - — - — _ — - -' 3'-0" I � 2'_g - " I / 6'-0" X 8'0" ? i (2)1-3/4"x11-7/8"LVL FLUSH O I �W T I / I X> O CRT STAIR 6 �' v ujj D N 0_ � cc I c�— co 2._O,� CJD ct: IC DROP " UL LISTED / I I o (2)1-3/4"x11-7/8"LVL FLUSH T z N - - - - iD cv WOOD BURNING / 0 2 6" (2)1-314"x 9-1/2"LVL ' `�v CD PRE-FAB FIREPLACE I T "N - — ' — - — - - cr =" - - - 6'0" - _ - - - co � GLASS DOORS& HEARTH EXTENSION � 2 1-3/4"x11-718"LVL DROP I ' rF I / I I > KITCHEN " -1 COAT ( ) COAT N AS PER RESIDENTAIL J 5 O N CODE-CHAPTER 10 Q I N CLOS CLOS y��t` I UP 17 R o / II I Cl) I I I 1 1 N VENT TO EXTERIOR / X I I X ____ I UO �, B e I I `v I I I I I I N 10 4- -1 ---------I - I I i_ __i i _ 2 1-314"x11-7/8"LVL FLUSH ---------- LO ----- w cN" N I _ I I p O N --------- o 0 -- ( I I \ eel Y 44"WIDE --------- O N \ I I J 0 STAIR o LIVING Q OAK T&R ROOM a o --- \ 6 DINING J --------- °° N 2'4„ ROOM o FOYER ----- ---- o N o I 19 M X O OPEN ---------- � C) Iw- TO N 0 i I \ � X ABOVE 3'-8" Z \ (3)1-3/4"x11-7/8"LVL �,�+6 (2)1-3/4"x11-7/8"LVL FLUSH v (2)1-314"x11-7/8"LVL FLUSH J "' N FAMILY - - - - - - - - - - - - -- - - - - 25'-10" 24'-8" lo 6'-711 f 7'-6%" 12'4" z 12'-4" — — — — — — — — — — — — — — — — — — — — — — EGRESS TW3052-2 IN 5'-8" WU 11/2' W 5 1 � I z >_ 1 _ I co w o N N 1 C J , '— Q BID �//�� 0 1 WALK-IN I uJ O CLOSET I BEDROOM #1IW/ _ 1 9'-0"CLG HT I ry W �— I �" I I >CIO O 4 - - - - - - - - - - - - - - - - � `° I Oz � Cn EGRESS TW30410-3 EGRESS TW30410-2 I N J L LL I " ` n I 12'-3" 13'-0" N I ry z z 3'-611 9 CLOSET CV I Ln W 1 BEDROOM #4 BEDROOM #3 AREA;271 SF 9'-0"CLG HT F co ry O 9'-0"CLG HT -"\ I N O TEMP GL TW2642 ch 17'-9/2" " \ 11 I N IN ` � C cv `� 4'-3" 6'-0 " E '/2 36X72 \ \ T `— 3g�°�q \ ' ' I api'+? o EDo m SHWR ---- I ® \ -"SHWR ° ID D j\ 0Nta) wzNa oE 1/ D3- 26'-0" 16'-0" 13'-011 5'-6" � 5+ FAN 3yZ' 3Yz o aa a V�c 2C >o°=uT��tCO n cO�53 n WALK-IN 13-3 0iOu Y O S aa'iLNoLNC oc3 00 CLOSET ` 4'-0 0 " O \ ~I caoyY , ccs' 300 AN \ a \ \ in FAN F® I o ° c0 0 000i� �wa a'o" N ® N BATHROOM I � coc' _EE 2'-81' " r N 7'-0" S U C O >T U Off-- O O ,C I \ 2'-6" \ 2 8 30 ` `a'u m ` mEvi:3 co S I L oMoc Lca+ Sc a� SEAL&INSULATE \ a) c n E m m \ - ATTIC STAIR PER _ —� — — � — — J I- U ,n m a' (a E a._ o a ° d Pull ;� SECT. 1102.2.4 \ w �'� _ \ \ `NI Down" SEE DET ON DWG-3 O — 1�5Ta-ir - - - - - - - - - - - - - - - - - - - - - _ ' HALL GUARDRAIL ° ° 2'IO" Co - - — - — - — - - - — - - — - — - \ co I 00 hl, N 8'-1'/" F71 6'-0" 16-011 O - I , , I I I I I I I I I � �6�0 o CNII I y� I I I I I I I I 15'/2 \ , IN �/2' 3'/z' /, T 3'/ -- -- DN I I I I I I I N / �R 10 Lr) 1 /J\\ � I I I I I I I I N FAN WALK-IN I\ GUARDRAIL i i AISDR IL N I 1 ® /\ CLOSET --------- 2'8" 2'-s° 1 10 1 36x72 LO I , / SHWR CO - / \ -------- \ ------- -" - "2'-3' / I /B o „ ,I 11 VCZ-6- '/2'4' -10 2-0 co „3-2 -- ---- o1 C14 Oen to �_ o belowo9 C14 6'-6tD GUARDRAIL NSN BEDROOM #5 I C,13 I - cti3 BEDROOM #2 ! o WTW2636 TW2636 2636 'L/ — — — — — — — — — — — — — — — — — — � °° . — — — .� 14'-21/„ NINp r' 2 _ C I Z I I L `TH3180AR DHP4246 FWH3180�( 1 f'V = Cl) J — ------- - -- - — — — — E ESS TW3052-2 E ESS TW3P52-2 I Z W Q — — — — — 1Iz — — — — — — — — — Cl) PDM ROOF PITCH , 1!4"/FT TO GUTTERS r�h V hL+'� TYPICAL RAILING 2x4 TOP RAIL a 1'-10" 2x2 BALUSTERS @ 4" oc '� a lie2x4 BOTTOM RAIL 4'-5" 4'-8'/" 4'-8'/" 4'-8" 8'-81/21 81-8'/z" 4x4 POSTS @ 60" OC. 8'-8Yz" 8'-8'/21' Q �: ct0 kn 18'-5'/z" 17'-5" 13'-8" 17'-5" > M R312.2 WINDOW FALL PROTECTION NOTE: V b c 66'-11'/2' TOP OF THE WINDOW SILL SHALL BE A MINIMUM OF 24"ABOVE THE FINISHED l� v� �✓ �o FLOOR AND GREATER THAN 72 ABOVE THE WINDOWS, EXTERIOR FRENCH SLIDING DRS GUARDS R312.1 Plans indicates ANDERSEN series 400 Tilit Wash ,,r= FINISHED GRADE OR OTHER SURFACES Model Numbers and shall be In accordance with R609 GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF O BELOW ON THE EXTERIOR SIDE OF THE Smoke Detector OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, ;'� To be designed & installed as per manufacturers 9'-0" PLATE HEIGHT O ;:� BUILDING. SHALL COMPLY AS FOLLOWS: RAMPS AND LANDINGS,THAT ARE LOCATED MORE � specification for 140 ultimate design wind speed A Carbon Monoxide Detector THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR ,' J � C", N .1 and Table 301.2(2), 301.2(3) AREA SCHEDULE 2ND FLOOR PLAN CO Refer to DWG-1 General Notes OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES R312.2.2 WINDOW OPENING CONTROL DEVICES: 9 .. , Provide HP LOW-E4 glass; U = .30, SHGC = .30 HORIZONTALLYTO THE EDGE OF THE OPEN SIDE. � WINDOW OPENING CONTROL DEVICE SHALL NAME AREA SCALE: 1/4" = 1'-0" In accordance with Section 915 of the EGRESS: shall meet R 310 INSECT SCREENING SHALL NOT BE COMPLY WITH ASTM F 2000. THE OPENING SECONC FLOOR AREA 2495.9 s ft. 2020 IFC, R314, R315 of the Residential CONSIDERED ASAGUARD. WINDOW FALL PROTECTION: shall meet R312.2 q ALL INTERIOR DOORS 7'-0" DEVICE AFTER OPERATION TO RELEASE THE code of NYS Substitutions made upon meeting Code. HANDRAILS R311.7,8 \ I 0 DEVICE SHALL ALLOW THE WINDOW TO REFER TO DWG-11 FOR ROOF FRAMING PLAN oiso1 0 FULLY OPEN TO MEET THE CLEAR OPENING See page one, general notes for additionalF�!C`Ny' code requirements. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE by • s3 AS REQUIRE TO MEET EGRESS R310.2.1 SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. s I 12 8 GUTTERS&LEADERS AS REQUIRED TYPICAL TOP OF PLATE Uj VW Uj Z � CD O W 7- WCD �- O r) ) �- ''^^ 9 — - - TOP OF SUBFLOOR O z 7 V TOP OF PLATElillill HIM V z z W � o � NO � 0 N N G O 0 0 fa N 117 EXAn -6m' p E N Ew E = L N v oll 0 -2 O U 01 p U C Na) C O— 12 0 _ r O U N U T Ili Hill ill TOP OF SUBFLOOR o m o om a `9 � :53m — - - — - - — c L -00 1,31 w o CJ `l O.� O` U`0 N U TOP OF FOUNDATIONE101A aO 0 FINISHED GRADE I I O L.c'c' N m o a E N I I I I I I I 0, O �� w C a) �•�C a) RIGHT ELEVATION f6� �:c Q N C 5 a M cc C U d N a) 0 U 0 J-- N m"� U.+ � I I I LO.�� s � � � c� � I- PENCI'ESCAPE I 11 V-011 11 AND RESCUE I I- U N m 0- 1- m E n..5 0 a EMER I I I I I SCALE: 1 /4 - 1 -0 I ( L WINDOW WITH WELL J I I _ - - - - - - - _ - - - - - - - - - - - - _ TOP OF ROOF - - I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I ] a� 1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 - - — - — - MIDPOINT OF ROOF 12 12 S, 12 12 40yr TAMKO ROOFING COLOR OXFORD GREY 2 Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, I but shall not be less than 3 feet above the highest point where the chimney passes GUTTERS&LEADERS through the roof(Chapter 10-Table R1001.1) AS REQUIRED ICAL M1111 11 11 11 11 TOP OF PLATE 04 N 0 W fV ~ 2+ S S - N 12 12 p Q Mill W 12 12 vi < U J ILEA W---1 rn z LU U IX C/) 40yr TAMKO ROOFING COLOR OXFORD GREYTYT #OP OF SUBFLOOR TOP OF PLATE I� ----- I 177771 M ffil —I o °° In lon p �, o i. E"""r ¢ 0 TOP OF SUBFLOORO _ — TOP OF SUBFLOOR Pip — M TOP OF FOUNDATION '0 I I FINISHED GRADE I I I I I I I I I I I I I I I I I I I I I I I l i �p A o , ARDI PLANK SIDING,COLOR COBBLE STONE j y�� s9 �` I I I OR DBLE DIPPED CEDAR PERFECTION WOOD SHINGLES I I I I I I I I I I I I I I QOk ��y O� I I FRONT ELEVATION .i I I SCALE: 1 /4" - V-011 I I I I I I I I I I I I I - — J "+;�r solo o� I I I I I I I I I I I I I I I FOF NE`►'1y `� I_ - - - - - - - - - - - - - - - - - - - - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ t_ _ _ _ _ _ _ _ .L _ _I I - - - - - - - - - — - - — - - - - - _ _ _ _ _ _ _ C _ _I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ - - - - - - _I _ _ II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `IIL _ t _ _ _ _ _ _ JI _ _ IL _ _I ] 12 12 8 a 12 8 8 GUTTERS&LEADERS AS REQUIRED TY — W UW Z > 0 Cn Q � � S 3 = W I— GUTTERS&LEADERS r�/� ^ AS REQUIRED co Q O TYPICAL O r� / \ v, — — — — _ TOP OF PLATE Q Z Z LL 7O Lo � W Z C) N O o O ~ N N C E,O " r N N m O O E _ E LinQ g N D O `O lU`0 V U U T TOP OF SUBFLOOR _ •� o u N @ �— n m � cco � C U fall 01mow O TOP OF FOUNDATION_ .�a o'nci o o N m a a N FINISHED GRADE ` a u ° m I ,�m aciN �'cc `o m = n RM3 I - — — — - - I I I L� c c N d,�w _ o c z0 -0 U m Nc E O = W cl� U NO 'O G LEFT ELEVATION (Do0� c aE O otiCn I I I H ° r=nm � ft— mEn�on SCALE: 1 /4" = V-0" I i f — — — — — — — — — — — — — — L — — L- — I I _ _ I L _ _I_ TOP OF FOOTING — - 1 - - - — — — — - - — - — - - -1 - - — - 1 - - - — — - - - - I - — - - - - — - - - — - — - - 1 -1 — - - - - J- - 12 1 12 12 12 12 12 12 a 12 GUTTERS&LEADERS AS REQUIRED i TY AL iv jjjjjl� 11 11 1111 — _ TOP OF PLATE _ N o Lu 12 N O d= Z 12 fV 12 } Q 12 Lu 01 Q CD L1J Z > Q 12 3 cl) M TOP OF SUBFLOOR TOP OF PLATE iffil C)Lj Lj L�j w � � 00 EC U ~ o � H ,:.; zLi o — TOP OF SUBFLOOR M r� 'Opq TOP OF FOUNDATION "' b w i U �._ cz C� 7- i FINISHED GRADE I I I O '� Q! Iii I IJ - 4' fit (3 L4 REAR ELEVATION I IQ, SCALE: 1 /4" = V-011 I- - - - - - - - - - - - - - - - - - - - - - - - -f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - OF NES C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —) — — — — TOP OF FOOTING INSULATION SCHEDULE R302.13 Fire protection of floors. Shall Comply with 2018 IECC Floor assemblies that are not required elsewhere in this code to Home Ener SOIUtIOnS, Inc. be fire-resistance rated,shall be provided with a Energy '/�-inch gypsum wallboard membrane, 187 E. Main Street %-inch wood structural panel membrane, Huntington, NY 11743 or equivalent on the underside of the floor framing member. g Penetrations or openings for ducts,vents,electrical outlets, (631) 673-0664 - Office dated lighting,devices,luminaires,wires,speakers,drainage, piping and similar openings or penetrations shall be permitted. Exceptions: Location R-value Thickness 1. Floor assemblies located directly over a space protected by an Hot Roof R-30 spray foam Flat CI R-30c 8-1/4" automatic sprinkler system in accordance with Section P2904, g NFPA 13D,or other approved equivalent sprinkler system. FIOOr(Unheated Space) R-38 12" 2. Floor assemblies located directly over a crawl space not intended Floor(outside air) R-38 12" for storage or fuel-fired appliances. Exterior 2X6 walls R-27 5-1/2" W U/ 3. Portions of floor assemblies R-14 spray foam + R-13 W shall be permitted to be unprotected where complying with the following: air Seal Walls t0 pass 3 air Changes per hour Z 3.1.The aggregate area of the unprotected portions does not exceed Abrade attic walls R-15 3-1/2" UJ •/ Above 80 square feet per story g �/ ID 3.2.Fireblocking in accordance with Section R302.11.1 is installed along Foundation Rim Joist: R-21 Q L.L the perimeter of the unprotected portion to separate the unprotected All Glazing U .3O SCGH: .30 J portion from the remainder of the floor assembly. g -- O 4. _ Wood floor assemblies using dimension lumber or structural composite Doors-less than 50% glazing U = .40 W lumber Door-more than 50% glazing U = .30 SCGH: .30 lumber equal to or greater than 2-inch by 10-inch nominal dimension, � W or other approved floor assemblies demonstrating equivalent fire performance. _ Other Specifications: 0 > O • Windows: US 0.30, SHGC< 0.30 O Z Z W • z 100% high efficiency lighting (CFL's or LED's) LL_• s 3 air changes per hour V :- 0 • z All Energy Star appliances � 0 z z R403.6 Mechanical ventilation shall be provided that W meets the requirements of section M1507 Q C'7 0� 0 � I- R403.7 Heating and cooling equipment shall be CVO sized in accordance with ACCA manual J by a certified third party rater. N E w C 2 w En m.0 �E 12 .Z °' w E y L a 8 j ° D1 p U C U f6 T N C �p CO RIDGE BOARD TYPICAL ROOF CONSTRUCTION N m o Class AAsphalt Roof Shingles w/ c U ` "HOT ROOF" R905.1.2 ICE BARRIERS; A o R-30 SPRAY FOAM SELF ADHERED POLYMER MODIFIED c n U -L > 00 2 �° o BETWEEN EACH BITUMEN SHEET USED IN PLACE OF fasteners per manufacturers specification Cu,N c o Co - 6 o c 3 RAFTER .4.6 COLLAR TIES a- c y ° ° m 12 "''•'•:':•• NORMAL UNDERLAYMENTAND m s N s 3 - r•- and the NYS CODE. _ 3 ° CAVITIES SHALL BE NAILED with 4-10d EXTEND FROM THE LOWEST EDGES OF o o iu ° c° 0�' ) e BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO POINT NOT Underlayment as per section R905.1.1 & c �, �,a� w 12 12 WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE L L m m-0o 0 3 o E installed per Table R905.1.1(1) EXTERIOR WALL LINE OF THE BUILDING. v a o ° o RAFTER/CEILING JOIST HEEL 8 8 ON ROOFS WITH SLOPE EQUAL OR GREATER Ice & Water barrier as per section R905.1.2 w ° o'� ° � a JOINT CONNECTION 2x4 CT @ 48"oc HOT ROOF" THAN 8/12,THE ICE BARRIER SHALL ALSO BE (Note: Double underlayment is required ='z �; U c R-30 SPRAY FOAM APPLIED NOT LESS THAN 36"MEASURED ALONG _ ¢ u, c m m o SHALL BE NAILED �, Q ' m o m v o w ` TOGETHER IN ACCORDANCE BETWEEN EACH THE ROOF SLOPE FROM THE EAVE EDGE OF THE for Roof slopes between 2 on 12 and 4 on 12) L ° °'�� L ° WITH TABLE R802.5.2 RAFTER BUILDING Framing As per plans with 5/8" exterior grade ° ° a s a.=o a (SEE DWGCAVITIE an s rated structural plywood Sheathing, WITH S MPSONOH2AAT EACH p p eag' RAFTER TO STUD. Nall t0 framing In accordance Fastener . .. .. . . Schedules & Strapping per detail sheet(s). „ as Ing per u u n n n n n n n n n n n n TOP OF PLATE TYPICAL SOFFIT CONSTRUCTION. 2X8 LEDGER 12" overhangs-typical LAG SCREW TO ;ry 2"CLOSED 7.5" Wood fascia &7.5" Wood rake boards. STUDS @ 16"OC CELL® ® FOAM& HANGER Trim in "azek" or equal SIMPSON SKEWEDMetal drip edge per R905.2.8.5 HANGER @EACH CH � �• R-13 BATT RAFTER 2"CLOSED INSULATION CELL SPRAY a, AZEK smooth Soffits w/ 1 FOAM& vent strip R-13 BATT BEDROOM #5 INSULATION BEDROOM #4 12 TYPICAL EXTERIOR WALL - 3 ,c FLOOR GINE ERED �. 12 2x6 Doug-Fir Wood Studs @ 16" oc. JOISTS 9 - Double top Plate and Single Sole Plate. TOP OF SUBFLOOR 1/2" exterior Grade - Span Rated tl — TOP OF PLATE Continuous Structural plywood Sheathing. Fastened per Fastener schedule. o WRAP HEADER IN 4"AZEK BEADED tyvec House Wrap or equal. W AZEK BOARDS PORCH SOFFIT ON c "Hardie" cement board Siding as per clients selection �- 0 FURRING STRIPS <. z t 2"CLOSED ® ® N CELL SPRAY installed per manuf specs and NYS code. N G FOAM& R-13 BATT Cont. load path strapping installed in accordance � INSULATION a o with drawings. Provide Fire Blocking in accordance J 6i <: a with R302.11 & R302.11.1 and J BREAKFAST ' Draftstopping per R302.12 & R302.12.1 ¢ W COVERED OM PORCH .€ DINING TYPICAL FLOOR CONSTRUCTION ENGINEERED ROOM 3/4" Plywood Span Rated Subfloor, /�OIS S It — �It Glued and Nailed in _ _ _ TOP OF SUBFLOOR accordance with the fastener schedule. � •:: - �.. M Floor joists and Bridging as per Code. — - - TOP OF FOUNDATION K BEAM ;a W.k, TYPICAL FOUNDATION CONSTRUCTION H `b, in accordance with chapter 4j p R302.13 FIRE PROTECTION OF FLOORS: " 3000 psi Air Entrained cast-in-place concrete :1 A;. PROVIDE 1/2"GYPSUM BOARD ON ENTIRE p cast- p CEILINGABOVE BASEMENT ATTACHED wall on cast-in-place Concrete Wall Footing per TO THE UNDERSIDE OF THE JOISTS. e:; o R403. refer to Foundation Plan for footing size & thickness. Concrete Horizontal and Vertical a `tie k `� U ~ e, ,6;• UNFINISHED h. ° Reinforcement per Chapter 4. & gen note #6. o BASEMENT Damproofing per R406. 2- 2x6 approved OnZ treated Sill Plates, Sill Seal And Termite shield per . A5TYR Section R318. Anchor bolts per Foundation Plan �"'i >SEMENT SLAB M < < ,• ,, ,. ,. ,. ,. ��6 ` TOP OF FOOTING and R403.1.6 w ,� � M .fl O .ry �. ,r - - - - - - - - - bAC .� INTERIOR WALL FINISH N Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless •,��, ix noted. Min 1/2" Moisture Resistant Wall Board on � O Ceiling and all walls in Bathrooms (humid areas) , •� ,�z h14^/j. and 5/8" cement board on walls and ceilings in wet areas. SECTIO - A Provide 5/8" Fire Rated gypsum wall Board on walls ; and ceiling located as per code, manufacturers SCALE: 1 /4" = V-011 requirements and drawings. AQ 3F�F NE`��y 1 VENTS: JL 4"VTR JL 4"VTR JL 4"VTR ROOF P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE _ THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. _ --- P3103.2 FROST CLOSURE: - --- �" ; ; ; 3• - WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F ' OR LESS VENT EXTENSION THROUGH 1 1/2' 1 1/2": 1 1/2" 1 1/2 1 1/21 1 112" 1 1/Z" 1 1/Z" 1 1/2"; 11/2" :1 112" ;1 1/2" 1 1/2" ;1 1/2" 1 1/2" 1 1/2" '1 1/2" ; 1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE 2" 2" 2" 2" 2" 2" 2" IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. 3" 2 ND FL. 2" 2' 3 3„ 2" 3"J 2„ 2" 3„ 3„ 2„ 3" 3" 3" 3" W U W f---------- _J-- 1 Q 11/2" 1 1/2": 2" „ 1 112" 0 0 O WASHER ; DW v, 2 2 W _ ry W I- 1 ST FL. U) > O 3 O (') >_ NZ Z vJ Q Q LL ry < 0 z z ; BASEMENT LO W 4"FAI ; Q co Fy O 3" CV O co CO CO N y C 4" CO 2.y TOANEW SUFFOLK COUNTY PLUMBING RISER DIAGRAM ` 0 N APPROVED SANITARY SYSTEM "HOT ROOF" m a� O7 o a R-30 SPRAY FOAM w " E`o c ani c o o BETWEEN EACH _-- Not to Scale r 8 RAFTER �� omn oo � oa0i `0 CAVITIES 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 ; `. n 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS 2 o.o o.0 0 w �' 0 o 0 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 c a" v0,-L 0.9 0 2 `0 In 2 c o m g o c 3 c'c0 0 y F N d � O U C O O TYPICAL ROOF CONSTRUCTION C CL ... .:. 12 Architectural class A roof shingles, �_:z.��, �L �� 8 �•b Qncm mo fasteners per manufacturers specification = = E 5 010 �° o p p t RAFTER/CEILING JOIST HEEL 1 CID JOINT CONNECTION 12 and the NYS CODE, ~ N m 0- ~ co E L.9 O n. SHALL BE NAILED 12 Ice & Water barrier as per section R905.1.2 TOGETHER WITH TAB EIR 02.5.02RDANCE 1 2 Framing s per plans with 5/8" exterior grade (SEE DWG-1 FOR TABLE) 12 span rated structural plywood Sheathing, WITH SIMPSON H2AAT EACH RAFTER TO STUD. Nail to framing In accordance Fastener Schedules & Strapping per detail sheet(s). Flashing per R905.2.8 STRUCTURAL RIDGE BM _ - _ TOP OF PLATE TYPICAL SOFFIT CONSTRUCTION. 2x4 CT @ 16"o 12 12" overhangs-typical 8" Wood fascia & 8" Wood rake boards. 12 Trim in "azek" or equal ® ® ® ® ® ® Metal drip edge per R905.2.8.5 12 AZEK smooth Soffits w/ 1" ; 12 WALK-IN vent strip BATHROOM CLOSET BEDROOM #5 HALL BEDROOM #2 2"CLOSED TYPICAL EXTERIOR WALL CELL "HOT ROOF" FLOOR ENGINEERED FOAMS&RAY 2x6 Doug-Fir Wood Studs @ 16" oc. R-30 SPRAY FOAM JOISTS R-13 BATT Double top Plate and Single Sole Plate. RAFTER N EACH INSULATIONBETWEE1/2" exterior Grade -99 Span Rated N o CAVITIES _ - TOP OF SUBFLOOR Continuous Structural plywood Sheathing. No W INTERIOR WALL FINISH _ _ _ — _ TOP OF PLATE Fastened per Fastener schedule. N 0 Provide 1/2"Gypsum Wall Board on ceilings tyvec House Wrap or equal. III and walls. Min 1/2"Moisture Resistant Wall Board on „ co Ceiling and all walls in Bathrooms(humid areas) Hardie cement board Siding as per clients selection N�- o Q and 5/8"cement board on walls and ceilings in wet areas. installed per manuf specs and NYS code. W W Provide 5/8"Fire Rated gypsum wall Board on walls Q U) J and ceiling located as per code, manufacturers Cont. load path strapping installed in accordance z > Q requirements and drawings. N with drawings. Provide Fire Blocking in accordance < � C) SED with R302.11 & R302.11.1 and CELL OSPRAY LIVING o Draftstopping per R302.12 & R302.12.1 FOAM& FAMILY R-13 BATT ROOM DINING ROOM FOYER ROOM INSULATION KITCHEN TYPICAL FLOOR CONSTRUCTION • - ENGINEERED 3/4" Plywood Span Rated Subfloor, FLOOR H JOISTs Glued and Nailed in accordance with the fastener schedule. TOP OF SUBFLOOR Floor joists and Bridging as per Code. MSI t _ TOP OF FOUNDATION TYPICAL FOUNDATION CONSTRUCTION :6 TEEL • '•e in accordance with chapter 4 S cb: EAM 6 3000 psi Air Entrained cast-in-place concrete 02.13 FIRE PROTECTION of FLoDRs: A wall on cast-in-place Concrete Wall Footing per a " PROVIDE 1/2"GYPSUM BOARD ON =NTIRE 2"STONE R403. refer to Foundation Plan for footing size & CEILINGABOVE BASEMENTATTAC-IED b >-a 0 LEDGE thickness. Concrete Horizontal and Vertical W • TO THE UNDERSIDE OF THE JOISTS. o :B a� Reinforcement per Chapter 4. & gen note #6. [� ¢ Z o UNFINISHED `d: : Damproofing per R406. 2- 2x6 approved �00 a M BASEMENT �'I it treated Sill Plates, Sill Seal And Termite shield per o G Section R318. Anchor bolts per Foundation Plan U -cs en 00 ,0 TYP.BASEMENT SLAB and R403.1.6 �J x •� °S TOP OF FOOTINGct e s •. e, a e. •.. ct CrR.,...ff..,•_,A FFF---"'••••••111 ..:J ItR J III may.:.✓' INSULATION SCHEDULE SECTION B Insulation requirements shall comply with the energy efficiency requirements as per nys code SCALE: 1 /4" = V-0" Chapter 11 Energy Efficiency F NE`�`I� x W U W Z - _ _ _ _ _ _ _ _ _ -- - - - - - - - - - - - - - - - W I EGRESS — — — — — — — — — — — — — — — 7 I Q �y Q / I U) LLQ J 3-2x10 W O I I I W � O >- � Q NQZ � o BEDROOM #1 co 9'-0"CLG HT L.LN .. O o I � (Dzz � I W �J I F\ — -� Qcf) ry0 iz N 0 1- X I (3)1-3/4"x 9-114"LVL 3-2x10 � I 2x1OR FTERS16"oc c? 2x10 RAFTERS (7a 16"oc � 2x8 CEILING JOI S @ 16"oc , 2x8 CEILING JOISTS @ 16"oc I E BEDROOM #4 0 a BEDROOM #3 \ 2x4 COLLAR S @ 48"oc 2x4 COLLAR TIES @ 48"oc O m. rn E y AREA:271 SF o `O �_= 9'-0"CLG HT I N E o o L `o a V-0"CLG HT �� \ N I v m 8cmc o — — ` to O+-•'C O U C y C F- H O C CO N a O N C N N 4 O W 5 F— W O0 1— _ I 2-2X10 I� G \° ,o c o� o `o rn @ a o / o u w u + � QO a� cn zg to U zg ¢ y N 2L C O N I \ o WO o WO o o u o 0 os Y UU U o o m c o o mL �� x � x BEARING OM Po o en 0:= I 7 N O V' N U d' I C N U a,�' N 4? ``. to m \ 9'-0"CLG T \/ u I \ p x N N N r p U O 0 \ �v WALL / ' , I L O_� C N.O O Q 3 U `O 00 j `- ` a, + N a L�'w`m scE �uoa \` 9'-0"CLG HT Ud I \ \ �� 704 w H i!.E Q` rLn c ami - o �W _ y !9 F- t c aE m a� o y o POST TO I \ W Q� cn \ yj A F- u o,m o' H 2 E o.._o n. LVL RIDGE I �cj \ 9'-0"CLG HT 2x10 RAFTERS 16"oc 2x10 RAFTERS a(�16"oc I 1 o [-u Q J X (-)u I N o " 2x10 RAFTERS 16--oc - - - - - - - - - - - - - - 2-RAFTERS �y\ Ic \ `\ Icf) — i— _ J (1)1-3/4"x11-7/8"LVL RIDGE BOARD , LL - — - — - \ (1)1-3/4"x11-7/8"LVL RIDGE BOARD — " Ott -`I - — - — - — - - - - — - - — - - - - - - - - - - - - v- - - - - - - - Down;; HALL .. I , Stair r . II O I Oj 9'-0"CLG HT I I I I I I I �O-tj I\/ I 10 RA TERS 1 c / DNI I I I I I �O o 2-RAFTERS I /� , C7 I I I x ° / / `-- -- I I I I I I I T I , I I t- //\\ I +I j I I I 1 I I I I C7 � N I O I / '�r� �' Iv I I 1 I I 1 I 9'-0"CLG HT 1'46 2 N N I _ /` I I I I I I I I �" WU' ,v / 9'0"CLG HT co �`r '� S/ - - - - - - - - -- 6 ^\ti ( LL >\`�, \` 42�g T(3)1 3/4"x11-718"LVL FLUSH --- - - U) � J } w O� ,J I �� I I Open to ��______- � T \`'� _ below - ------- z / o I B — - - - - — - — 2—RAFTERS I ° �L� / g I d' / o ------ FARING ,�,1' W ( 1 O x \�� _- 1 r - -- WALL �� / Q X8 COLLAR TIE �� / v v 'vim / Q I u -- --- N TO EACH SIDE OF I `� N N r BEDROOM #5 m \ J I I o I - - - - / a I C) W 2-2X10 RAFTERS x 9'-0"CLG HT U' ao ° `r ao > I N ~ THRU-BOLTED W/ M ( I / r I I `� @�� ____ 2x1 RAF ER5 16"oc ` I 2x10 RAFTERS (c7r 16"oc z 4-5/8"BOLTS& O WASHER ° J \ I I I 2x8 C ILj G JOISTS @ 16"oc I 2x8 CEILING JOISTS @ 16"oc I N Uj N i / > v 0 W I I 2x4 LAR TIES @ 48"oc X I 2x4 COLLAR TIES @ 48"oc 2-R F_TERS I 2-2x10 2-2x10 2-2x10 y i:z M I I LL 03� I , I Q W W 2x10 RAFTERS Cad 16"oc X I I J g I I BEDROOM #2 j Q 2x10 RAFTERS 16' c I . - ' o O , I 9'-0"CLG HT I Q W U — — — — — — — — — — — — — — — — — / 2x8 CEILING JOISTS @ 16"oc 2x8 CEILING JOTS @ 16'bc — J N v L — — . J O < 2x10 RAFTERS (c�16"oc -f 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIE @48"o c\ I � x 2x10 RAFTERS (7a 16"oc v N N 3-2x10 3 2x10 POST TO I ` 3-2x8 LVL RIDGE — — — — — — — — — — 4 I — — — — — E ESS — I — — — — — — � — — — E ESS — I — — — — — — RAME DORMERS W/ 2X4 RR @ 16"OC 2X4 CJ @ 16"OC (V 2X6 RDGE BD c cz rr� bJO h+� � "CS �i M •� ' O C � ROOF AND CEILING FRAMING PLAN M A SCALE: 1/4" = 1'-0" ,q \i C . w UW Z � D r) c/) c) O w �: _ ry W �-- cf) p O ozz � � � � O QCDzz ASPHALT SHINGLES w C'7 � O OE— c: y O E o c @ N m � c'Ern o ww E `C �°,m o s U a U F p U C N C-4. 0 C U O C@ U C a 0 C'� Q O N C@@ d 7ID C V U� m O+-• �'O� O C � .N O fA U Y •y- @ QCj N C O t�C Q a 0 C 3 • o�w.o $ "p O . N 6 = d E .+ N U @ = w. C y 01 N d L R U=1 LL = y�� a E u8 ASPHALT SHINGLES L) c° a Q -o ro p o E O CO'�C d C 47 •U C d B E y@ V L N a C U C .. Z•c Q [n C o O N O m e aE m mm a o c�w HcoLoCca• IL- mEa.E`oa ASPHALT SHINGLES \SADE SADDLE ASPHALT SHINGLES w w CD J Z _ Z U) J N N ui 2 a N O a Z Q N 07 Q Lu (A D W Q � w U) NJ H cn a � � Wp >-o O o ►---� V� SOLAR ENERGY SYSTEMS �j M ROOF PLAN CHAPTER 23 &(R324) .� oc SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE ^" O SCALE: 1/4" _ �-O�� WITH CHAPTER 23 AND THE FIRE CODE OF NYS. O x' :� c 1 U SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. r1I � O cll� M PANELS SHALL BE LISTED AND LABELED PER UL 1703. ..t �� , o SOLAR READY ZONE: IN ACCORDANCE WITH APPENDIX T THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDINGiri n ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE. .�"� ROOF AREA ORIENTATION SHALL BE BETWEEN2 110-270 DEGREES OF TRUE NORTH. r,x CONSTRUCTION DOCUMENTATION `4;* p CERTIFICATE REQUIRED PERT103.10 ��r'j C1c�1 y0 # OF N�� C'OrJTlrli_i0i�3LY EHE-7HED LL !IJ BRACED WALL PANEL.a V,:.::,S c..c1T..-- e==cE_ PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-3 2-A 2-B 2-C 2-D / TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP GB GB GB CS-WSP CS-WSP GB CS-WSP CS-WSP GB GB CS-WSP 23.3 23.3 9 23.3 17.33 19.5 19.5 18.5 14 16.66 16.66 9 28 28 12 32.3 32.3 16.75 i BRACING METHOD ® CS WSP CONTINUOUS SHEATHING TABLE R602.10.5 page 187 27" 27" 27" 48" 27" 27" 27" 48" 48" 48" 30" 27" 48" 27" 27" 48" 48" 27" H, LC- WOOD STRUCTURAL PANEL F-A%E ' IDE�1C DETAIL #1 ON DWG-2 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 10 5 19.5 8 5 9 17.7 12 18 9 2.5 13 7 4 15 15 5 Grp=_` GE110E ER-.C.ED'.�:'-LLP=.iIEL-.7 E'...:°E=a'E^::�LLLI',E ErJD OF ERLCED':'=.LL UNE END CONDITION 1 END CONDITION 2 ® CS-P F CONTINUOUS SHEATHING TABLE 8602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c PORTAL FRAME C 17 '.TPi'.O.SLeS-=-_T e. DETAIL#3, DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 555N777M GB GYPSUM BOARD 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i f 3. WALL HEIGHT 1.01 1 1 1 1 1 1 1 1.01 1.01 .95 .95 .95 .95 .95 .95 .95 BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.6 1,6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 1.45 1.45 1.45 1.45 FOR HOLDOWNS,STRAPPING,BRACED W WALL DIAGRAMS AND DWG-1 5. ADDITIONAL 8001b HOLDOWN DEVICE U FOR NAILING SCHEDULE. ALL BRACED 7 W F=,EL WALL PANELS SHALL BE FULL-HEIGHT 6. GYPSUM BOARD OMITTED VUL > _G 1'+!, 11 E;�..'r``'L c t,cL 'i==_r==c E. SECTIONS OF WALL WITH NO VERTICAL rt 1 ' •=Ee=Ec.i=�.�',r= OR HORIZONTAL OFFSETS. END CONDITION 3 END CONDITION 4 BWL 7. GYPSUM BOARD FASTENING .7 .7 .7 .7 .7 .7 .7 BRACE WALL LINE Q J -� - REQUIREMENTS 8. HORIZONTAL BLOCKING IS OMITTED c O Return panel: 24"for braced v:a'I lines sheathed wTi 1. BRACING REQUIREMENTS A5 PER TABLE R602.10.3(1) W r +� . r ! r 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 RESULT REQUIRED BRACED WALL LENGTH(FT) 14.6 7.25 20 11.6 8 14.4 20 14 20 15.5 3 11.3 8.7 5.5 14.5 14.5 7 � j v�.ccd s,=;acr,.� a� l.aness 32" for braced ti�;a" Ines sheathed with 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W r / structura' f berbeard 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 6 SHALL BE OFFSET NOT MORE THAN 4 FEET. vJ > 0 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL PER PLAN BRACING LENGTH PROVIDED (FT) 15.5 18.25 37 37.5 9.3 15 22.3 20 29 21.2 4.7 40.7 25 25.9 27 23.3 24.3 0 7 Distance D: 24" fcr b-aced wa'I lines sheathed w th THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. L v:rood structUra! panels 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH o ! a ! END OF A BRACED WALL LINE COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 32 for braced�tia': /lies sheathed w'Vi 5 iructura' f berboard 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE a.Linear interpolation shall be permitted O R602.10.2.2 b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, r n 7 END CONDITION 5 Hold-down 300 lbs capac tv fastened to t'le edge of the V z z r the average dimension shall be permitted to be used for braced wall line spacing. device: braced wa'I pane'closest to Vie corner and W to t'ie foundation cr Fcor framing br.,Vvv ABBREVIATIONS; BWL=BRACED WALL LINE, LO BW=BRACED WALL, For S1:1 inch=25.4 mm, 1 fo*t=305 mm,11h=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL co O FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION N O END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING U) E E N E Cc o m m Q I ml vl of I I I I I I L? � �1t " ocmc �y N N N Q lb C) Lu LL E C d �O U N C Co M I � I _ I _J I � I� J I (D IL _ _ O N OHO. 6 ,a--) 4'-0 11'-11" m 32'-4Y�' m 16'-8" m 4'-0" I m ( m I m I m I Co m I �' Q•2 `° m y m Y Gomco n m 2 E o m U ° C C y'� 4'-0" I 19'-5'/z" 18'-5'/z' 12'-0" 13'-10" I 16'-8" I 4'-0" a w o•E a a o s,0 m ; 03 4'-0" 6-4 4/32" 5'-5 15/32" '-4 15/16" s U'E a ro s m °3 o E CS-WSP CS-WSP I I I I I I Loa'�a = °c E U,•0 c m a� c� �LOE `o 4'-9 9/16" i Cs-WSP I CS-WS ` o CL CS WSP - N B D rn o i o 1 L o a o0 _ L c nE75 m-o ami o ooh N CU Z E Q w c m E m o I zS U N O I- uiio mo� 1- coEEL CL � II v BWL 4'o" (b I ------------ I---------- - -- - - - - - - - - - -I- - - - - - - - - - - - - - - - - - -I - - - -I--------------- ------- - - I I -� - - - - U - - - - - I I I I I I I -�---------------;------I---- BWL 1-1 ' I � I I i4'-4%" I I I I i I I; 3'-321/ I I CS-WSP I I I I CS WSP - - cs-wsP I ------- , `v - I BWL 2- 3'73 /3 � �* Uto I I � tao ---------- I-- BWL 1-2 zo U CS-WSP GB GB I --1-------------- -�--------- - CS-WSP I CS-WSP N GB METHOD _ a I TABLE 8602.10.4 U I >' I m NCTOP AND !� O.C.AT PANEL ES I I I I 3'-727/32" INCLUDING v� I i i C7 -' I BOTTOM PLATES,7"IN FI�LD I I CS-WSP ' ' I ALL HORIZONTAL AL JOINTS M, i CS WSP I a FRAMING CONNECTIONS; cn I I v AS PER DETAIL e 0 N - `„ bo D - ----- - - - - - - - - - -- - -{----------- --- L _