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HomeMy WebLinkAbout46813-Z SVFF01,��, Town of Southold 10/15/2022 o P.O.Box 1179 C." rn- 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43491 Date: 10/15/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2000 Harbor Ln. Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-1-20.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2021 pursuant to which Building Permit No. 46813 dated 9/13/2021 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: addition and alterations, includingexisting xisting garage converted to family room and covered entry,to existing single family dwelling as applied for. The certificate is issued to Nolan,Mark&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46813 4/4/2022 PLUMBERS CERTIFICATION DATED 9/6//2022Nolan tAuze ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "� • SOUTHOLD, NY 0 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#: 46813 Date: 9/13/2021 Permission is hereby granted to: Nolan, Mark 2000 Harbor Ln Cutchogue, NY 11935 To: Construct addition and alterations to existing single family dwelling as applied for. At premises located at: 2000 Harbor Ln. Cutchogue SCTM #473889 Sec/Block/Lot# 103.-1-20.12 Pursuant to application dated 8/31/2021 and approved by the Building Inspector. To expire on 3/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00 CO-ADDITION TO DWELLING $50.00 Total: $522.00 Building Inspector SOU��,ol - � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD_town.southold.ny.us Southold,NY 11971-0959 �Qly Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Nolan Address: 2000 Harbor Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 46813 section: 103 Block: 1 Lot: 20.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: ProMaster Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Radiant Floor Heat, in Ceiling Heater Notes: Closet and Bathroom Inspector Signature: Date: April 4, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Ys" Telephone(631)7654802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �7 BUILDING DEPARTMENT TOWN OF SIJI THOLD � LE 1I1, 0- �� 1� SEP 06 2022 �UILDmfO DEPT AWN OFSOUTHOL® OE R.TIFICATIO.N Irate: Building Permit No. 4(fB' 3 Owner: t" I`(d" (Please print) Plumber: (Please print] I certify that the solder used in the water supply system contains less than.2/10 of I% lead. M4 {Plumbers Signa re) Sworn to before me this lD day of� r 20_,2 Notary Public, S� o�rt LORRME.KLOPFER .Notary Public,Ste„a of NewYork Ilio,4328373 Qualified in Suffolk County Commission Expires Nov.30, ho�a�F SOUTyolo * # TOWN OF 'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST* [ ] ROUGH PLBG. FOUNDATION 2ND [ " ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE--& CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REM K_ S: ,, ,, II t f IDa DATE INSPECTOR SOUIy�� C # TOWN OF SOUTHOLD BUILDING DEPT. °y ourm N�'�o 765-1802 1_NSPECTION [ FOUNDATION 1 ST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND'- [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: „- DATE ANSPECTOR OFSOblyO� # # -TOWN-OF SOUTHOLD BUILDING DEPT. y aurin��'' '765-1802 INSPE�C=TION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]` INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ' ] FIREPLACE & CHIMNEY ° [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- -ELECTRICAL ENETRATION- -ELECTRICAL (ROUGH) CODE VIOLATION [ ] PRE C/O REMARKS: - DATE EMARKS: -DATE l INSPECTOR 7 , {3 OFSOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. com, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [oQ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0A, c - 50 rdw c o DATE 2( INSPECTOR o�azvso�ly° Ll 13 2��d �, , 1, # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . - . :: - :INSPECTION [ ] FOUNDATION IST =- [ ] 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: DATE Z Z . INSPECTOR O | / -1 Paul DiLandno, P.E. , (G91) 25939S0 ���������`U �� pau|d0DdUsandroandrewcom /� ro - 158CountyRd3U3uhe1U ���w� � ��xx��������� . ( �omthamptonNY, 1196O / snn/ne*r/m9 ' November 9,Z8J1 Project Address: Date.: November Qm, 2021 2OOOHarbor Lane Time: 8ann Cutchogue, Ny. l1935 Client: Mark+ K[iSNo[@n On She: 3000Harbo[L8ne Mark.+ Kris Nolan CuhChnpue,N.Y. 11935 (516) 3-15-7395 MarkyUa.9e1QDa*o|�oprn D U IReport No: 1108,202l NOV 1 8 2021 -- Main Hou ' a- Bedroon1+ Bathroom Addhion FFarning+Plumbing inspection BUJX,.J)D,TG DEPT. TO-WIN Or, 3QUT)UGLD 'This report icinreference tuthe fna'mingand noughp|vmbinQinspection completed ondateattheproject noted above. On Ncivember8t'�2021 DiLandro Andrews LLC preformed a-site insoection-to verify the framing and rough p|umbing was,incnnformnancewith the applicable New York State 8ui|din8codeo. o Thomaln house additions was framed perthe.approved perml�clrawirigs and meetsthb Applicable bui|dingCodes. ` * The rough plumbing was installed and in conformance with the applicable building codes. DiLandroAndrews certifies the work completed osoutlined above Please reach out ifyou have any questions orconcerns. Paul D|bandno, P.E. ~- 0LandnoAndrews Engineering, PLLC Pa �e � t Paul DiLandro,P.E. (631) 259 3959 i� Pauld@dilandroandrews.com 158 County Rd 39 Suite 10 i Andrews. Southampton NY, 11968 November 9,2021 Project Address: Date: November Sth, 2021 2000 Harbor Lane Time:•4 PM Cutchogue, N.Y. 11935 Client: Mark+ Kris Nolan On Site: 2000.Harbor Lane Mark.•+ Kris'Nolan Cutchogue, N.Y. 11935 (516) 315-7295 Markvillagel@aol.com Inspection Report No: 11082021 Main House- Bedroom + Bathroom Addition 2021 Insulation inspection ov, r , This report is in reference to the insulation inspection completed on`date:at the project noted above. On November 8'h, 2021 DiLandro Andrews LLC preformed a site inspection to verify the insulation was in conformance with the applicable New York State Building codes. o The insulation and air sealing wasinstalled and in conformance with the:applicable building codes. DiLandro Andrews certifies the work completed as outlined above Please reach out if you have any questions or concerns. Paul DiLandro, P.E. Dil-andro Andrews Engineering, PLLC PagP � 1 FIELD.INSP CTIONREPOZT' 'DATE FOUNDATION(1ST)' 1; a' .■/ ____ _ _ _ , .,.r77, .,____ FO ATX-ON-(2NDY �..':: ..'.... z' I ',ROUG$•FRAlYIING& H PI,U-M-BIN-O; INSULATIONTER N.Y. H STATE'ENiRGY CODE ' •� 3 ri zz. � �:. �. d� .fes:• �:•F� �` : v< < FINAL•. .. `�' f ; 6. 06. At 0 Z 31r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765- 502 h t t p ( ) ( ) 9 ttps://www.sou hold ownny.�ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only { �, PERMIT NO. ` Building Inspector: Li AUG 3 1 2029 � 0XV plic lI" aind forms`must 6a filled tit rn tl elr entrrety #n omplate ptic t�lanskwl�lFr►ox be'acc pt d Wh+ re the Ap ilrcant is noLtFie owner,a � BUILDING DEPT. Owner's Authar�z�tiarrfarm CPage' }'shiall be camle �d Date: •'".- 2r: ..+' x .zm _ .�.."_.,.<,.,`` `� .' o nk`�`z S@ �.,*.' -^, .Y-� ,.'�£:,.. ns`Y�,y,`�r''','` a:: ``'t°a�''fi�s9�4 '`/x,'. ``�`N'�+ .�'� ..ea' fyf,r,?:�.i::� 1.9ER '4v-.'sv Name: -}- V-aL5j ifs(6r SCTM#1000- f Project Address: (,o�� ,� I t Q Phone#FN^ Email: 1,144 Mailing Address: < :�.. ,'�3;�r :�;��� "Yr" .-��x' ,a «y`E`` ��:isz.-fir; 4ne,�`;c�•'::r.; ,4 -,.fit k;: s`<^, `-�"r�v�5.s E� {-.,%.'n�yFF.'��..: i•,i:.":�.;._..,y,.. ..�.: `.�� `:i�r.y'."C,'•}.�: y���\� :�.:� '"5:tyY`x ..r .,�•ertC ?✓...: _ J..�.. :�4.<:1.� Name: Mailing Address: Phone#: `71 - 1 Z Email CISMiPUFI»SMONA1=1Nf~ClRNIATIUItiI k r.o< T Mk " J F,.,.,rr< Y..3.�'. �zr� � 'rte ', Name: Mailing Address: f Cir~ ITZ 10 Phone#: Z .-,..3 . ... Email: �`^ ,+v<^�"'�'S', .r�.�3r."r5>,.�.',"• ":::k�R- ,`�iRtR� xS..1;...:;�.',�x,: �:�+5��'•'�''r«�i'Y;•,i;a�. -�ixv,^..>,'�e,i�<x"" cs�s ��`. PN"i`RAt`T4 II'1111QRNIATIOIV: Mailing Address PCS -10 I .sem I14-7 Phone#: lDi ° Z�(p 3Z Email: irU .... I�^yTI�JN0. IPft0PC9SE©t"6' t0N TI UGI -•'.x ,tS,,.mti:•s �. .t c�. aW u 4����:K�4!�;S ❑New Structure KAddition %Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other s- C&d Will the lot be re-graded? ❑Yes kNo Will excess fill be removed from premises? )6Yes El No 1 NX, FQ? ,Mg ,)WA M Existing use of property: RQ5lr-C<-n+L- Intended use of property: 2��5 1 r.7,—,rq-r7,4_L_ —--—---------- ------------------------ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ............................... ............... this property? E]Yes XNo IF YES, PROVIDE A COPY. "M V -ow`07c&fii-EWdes1rn pft' �O a�j "ppblefdral[ Mill '11— W "WateeftWesl Orowdem $tam-' Ch" ck-1166M&' eWdffi9::Jhe n "MURN R f 1� rdlnance.af tba own Padds ians,�etterat "*,"!-WJ-,Okl ; $Uf 4 LV�N2!.j Application Submitted By(pri t name): ElAuthorized Agent KLOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF- 1",0qe j< Ajcp being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the elaml&-Ae- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 4V ST 20,0 Notar 'ubd LORRAINP KLOPFER Notary Public,Sts?::3 of Nm York 3 PROPERTY OWNER AUTHORIZATION! Qualified in Suffol73 k County (Where the applicant is not the owner) Commission Expires Nov.30, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FFOJ,C�o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 H Southold, New York 11971-0959 �y 49! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: !-�(��j �j email: Tax Map District: 1000 Section: Block: Lot: .j BRIEF DESCRI PTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): c,Qsef ii ai Yl. -Square Footage: 9 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �ufFOe,�c, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD #o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.gov — seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Inform tion Required) Date: Company Name: Pro) N Os g� c� Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: '— (��j �j email: Tax Map District: 1000 Section: I p3 Block: Lot: fl.a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): SH T ljat-� C CIO. 11 �� I �- I S uare-Footage: ,- q Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 D H Frame 0 Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION y t PERMIT# Address: , Switches Outlets G F I's Surface Sconces H H's -(,P+ UC Lts Fans Fridge HW Exhaust I Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC A Hood Service Amps Have Used Special: `I' ` W af- Comments. /`A✓�J S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 1 LOT(S):20.12 .40y y .o 140,009 13.0w 148001'1011 PIPE 2ENE DR AY oa M.cO O CRUSHED ' +.� g0 e„ U.P^ 0 LOT 4 1 , MON. R 1.4S 140'p0 � 8 gf0Clf,� + p o3,S SS2°01 10 o I 1 o I t ,g3 �. SOF/F �e Ul HAND�� 1.7' ® 00 PROP,x3 WELL Cfl. EXISTING WOOD STOOP ROOF OVER TO BE REMOVED I WOOD PORCH PROPOSED ADDITION �V L.P.LP. GAS p 17 .5 ' x8.1 :•:19,2 ::. 18.2':: BEISTICONNVF� TO ...... .............::::.•ao NG S C 7 6 PIPE M.H. 0 ...... ............. ......FRAI.:j co .. 1.4,gg ..: DWEIU7. NG::::: %% w•22.4':: 4'x8 CO E 2.2'S ....:.... PORCH W� 6 ..................................... -- - ---- ........................... - - - — - - 27 - :•::C•N N - - --- -- --- . .. :•13.8' :•:ti•:i•:: };:•::i,::i;:i........•::'•::•:•i�:•i:•+ APR C.----. ry 0.7'W -- - CID v:•:iti•::•::•:::•::::.::•:i�i:::•:ti:•:�.::i::i:•i: ROOFcD NSF OVER :;::::63.2':•::rr::::r::::::: O PROP. LEONA M.WHITE LOT 5 STONE WALK 8'Oxg'DEEP ,s7 � 26.7''^ CONC BRICK PATIO 30.0 o c 4'METAL FEN FOUNDATION v m LOCATION m •::::.;:•.�::: b MAY 7, 2021 38'CHERRY X :;:ING IJIJD POOL::• ON UNE a� 0'x40' K � ..................... w � � C O ROOFOVER �OE 65.7' GENA L.P. ti Mw oGAs 43•g, o FRM. SHED 11� O� ^ ^ QED HFA NI gFENj\ M ^ 6' STOCKADE FENCE 0.4'N06, 0.8; 84'N MON. N87*49'50"W 314.82' MINOR SUBDMSION PREPARED FOR 1 BARBARA BOMNSKI FILED MAY 13, 1991 FILE No. 9101 DRAINAGE CALCULATIONS: _ SUBJECT TO COVENANTS AND RESTRICTIONS A) DETACHED GARAGE=840 SQ.FT. LIBER 11684 PG. 31 840 x 0.166=139.44 < 140cf REQUIRED 8) DRIVEWAY EXTENSION=1,500 SQ.F1'. 1,500 x 0.166=249cf REQ. ADD PROP. ADDITION & PORCH 08-28-21 TOTAL 389cf REQ. FOUNDATION LOC. 05-07-21 REVISED 09-09-20 (1) 8'DIA x 9' DEEP DRYWELL= 398cf PROVIDED ADD PROP. GARAGE 06-20-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPDATE SHED LOC. 12-14-17 C) ADDITION & COVERED PORCH = 125 S.F. LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FINAL SURVEY 03/17/14 125 x 0.166= 21 CF REQ. AND OR DATA OBTAINED FROM OTHERS AREA: 80,000 SQ.FT. Or 1.84 ACRES (1) 4'DIA x 3'DEEP DRYWELL = 29 C.F. PROVIDED ELEVATION DATUM. • ------ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: MARK NOLAN; KRISTINE NOLAN; MAP OF: HARBOR PARK HOMES ASTORIA FEDERAL SAVINGS; FILED: NOVEMBER 22, 1994 No.9602 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE 13-04 2012 PHONE (831)298-1588 FAX (631) 298-1588 # SCALE: 1 =50 DATE:JAN. 1 1, N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoyebuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 1 LOT(S):20.12 D �y SEP 1 0 2020 TGB; DING D.EpT ` '70.p',I1'IrHOLD -oma 3.0'N 140.p0 10„E PIPE � 13.ow o N82001' ONE DRWAY C� O .M. O CRUSHED O] 171 01 U.P.^ O CG•1 O LOT 4 , MON. 1.48 140•00 � S82°pi v ELEC.� 1 m 033 METER LOD N/F 1 mcg a L!1 NN CY EUJO1 O 1.7' 6'u. tr WOOD OVER O L.P. GAS 0 N 17. •;:•19.2•i. 19.2'•::•. WOOD PIPE M.H. 0w :ii . :ERM.:::`'•m DWELLING °i:; 0z w\ — 2 22.4::: OCKADE -- -- '- :•13.8':;:::iiF::4i°�" ;::::ii::Ci��::•:::}:}�aii:p O.TWX. - ----- Cfl o; �p N/F OF v:.;:•::::::::.::.:::.:.:::.::::::::i::.' o OF M WHRE LOT 5 OVER :63 2': }:r: : .': DRMr fiU NE WALK 8bx9'DEEP X167' 15 m CONC BRICK PA110 --�- ------------------- rrrr300rrrrr rrrr.. .rrrrr 26.7 2rrrurrrurr 4'METAL FEN U r2 ri 38"CHERRY X :.:-ING• UND POOL::• iW/ (p0 FLRX, ON LINE J D'%40' %IiTi TSSTi i%% CW 4 mp OF 65.7' GEN.® OVER p0mr0a .y ERM. 3.9' o 4 SH �c op3� OLANp N/F C O I ) f� HFERATIANNI O L 00 RAtP 8 ��FENPE OWELL 6' STOCKADE FENCE 0.4'N 0'6'N MON. N87°49'50"W 314.82' MINOR SUBDIVISION PREPARED FOR 1 BARBARA BOWINSKI 1 FILED MAY 13, 1991 FILE Na. 9101 SUBJECT TO COVENANTS AND RESTRICTIONS DRAINAGE CALCULATIONS: � J LIBER 11684 PG. 31 A) GROUND FLOOR=840 SQ.FT. 840 x 0.166=139.44 < 140cf REQUIRED REVISED 09-09-20 B) DRIVEWAY EXTENSION=1,500 SQ.FT. ADD PROP. GARAGE 06-20-20 1,500 x 0.166=249cf REQ. UPDATE SHED LOC. 12-14-17 TOTAL 389cf REQ. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 03/17/14 (1) 8'DIA x 9' DEEP DRYWELL= 398cf PROVIDED LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 80,000 SQ.FT. or 1.84 ACRES ELEVATION DATUM: ------ --_—__ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LIS7ED HEREON, AND TO 771E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 7HE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL S77?UCTURES OR AND OTHER IMPROVEMENTS. EASEMEN7S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: MARK NOLAN; KRISTINE NOLAN; MAP OF: HARBOR PARK HOMES r • ASTORIA FEDERAL SAVINGS; FILED: NOVEMBER 22, 1994 No.9602 ` _ FIDELITY NATIONAL TITLE INSURANCE COMPANY, SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 13-04 SCALE: I"=50' DATE:JAN. 11, 2012 { PHONE (631)298-1588 FAX (631) 298-1588 / N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennesay & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 103 BLOCK: 1 L0T(S):20.12 OV � y .o 3.0'N f 13.0'W ,fE N8140'p0 0 `� 2DRNOAY o01 10 �pNE PIPE O CRUSHED O rrl 3� cn U.P. c 0 LOT 4 MON. R 1.4's 1¢0.00 � +� 601 X01Off� I 0.3E S82 O1 O m 03� MEEIEELEC•n R I R SOF NICY�OT I p1 O 1.7' ® PR04,x3 jtY WELL '�. EXISTING WOOD STOOP m co ROOF OVER TO BE REMOVED ..1GF W D PORCH �v PROPOSED ADDITION � L.P. GAS 0 + x61 .5' .1' ro 17. BASIN�Gy�GARApGEroO ::•19,2 r:. 19.2•::. BE E :•;:,,.;::.6.5'+;;•;;•::im LIVING SPC 7 6 PIPE M.H. O w;•:;•;1 STY FRM.:';:;:od ro . DWELLING:i::i::.;.�i POSED 0.2 W ❑ 1.4 a CKppE 2000 a 22.4' 4'x8 COVER 2.2 5 J.........::i::::•::$:Q.:':i:::r: PORCH 2.7'W� 6' STO GARAGE: _ - - r-- - 13.8':::ii:i?ti:iii:1:;::•1:•::•1:5:i:;b:;•iii:; NNO = P{a O.Z'W ---- AP R - - ---- - --- -- - - - - v.:::.:.::::.::::•::::::•::•:•::::;1::ii:: Q OVER i:::1i:}is:::i::tii•.::.::::i::::?::.:.... OOO��- a: �1p N/F LOT 5 5:::63 ': LEpNA yl.WHRE v ~ NEW DRYWELL 8'04'DEEP 26.7'm CONC RICK PATIO 30.0 o cWi 4' METAL FOUNDATION .. AY72021 36"CHERRY :::;NNG•UW6 ON LINE w J OF J`� A L.P. _ Q 65.7' cEN.® 11 R. OVER tv C� o CIA oGAS p a.. 43.9 o o SHED � SHED LAND HFF NI O1i T n �1ATUN 00 FENPE M .- 6' STOCKADE FENCE 0.4'N N WELL 0.6; 8a5 E MON. N87"49'50"W 314.82' MINOR SUBDIVISION PREPARED FOR I BARBARA BOMNSKI FILED MAY 13, 1991 FILE No. 9101 DRAINAGE CALCULATIONS: SUBJECT TO COVENANTS AND RESTRICTIONS A) DETACHED GARAGE=840 SQ.FT. LIBER 11684 PG. 31 840 x 0.166=139.44 < 140cf REQUIRED B) DRIVEWAY EXTENSION=1,500 SQ.FT. 1,500 x 0.166=249cf REQ. ADD PROP. ADDITION & PORCH 08-28-21 TOTAL 389cf REQ. FOUNDATION LOC. 05-07-21 REVISED 09-09-20 (1) B'DIA x 9' DEEP DRYWELL= 398cf PROVIDED ADD PROP. GARAGE 06-20-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPDATE SHED LOC. 12-14-17 C) ADDITION & COVERED PORCH = 125 S.F. L0CA770NS SHOWN ARE FROM FIELD 0BSERVA770NS FINAL SURVEY 03/17/14 125 x 0.166= 21 CF REQ. AND OR DATA OBTAINED FROM OTHERS. AREA: 80,000 SQ.FT. or 1.84 ACRES (1) 4'DIA x SDEEP DRYWELL = 29 C.F. PROVIDED ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A W0LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD1770NAL STRUCTURES OR AND 07HER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OR LOT 5 CERTIFIED TO: MARK NOLAN; KRISTINE NOLAN; MAP OF: HARBOR PARK HOMES ASTORIA FEDERAL SAVINGS; FILED: NOVEMBER 22, 1994 No.9602 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 13-04 SCALE: 1"=50' DATE:JAN. 11, 2012 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk CGenerated by REScheck-Web Software �.(J Compliance Certificate Project 2000 Harbor Lane Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2000 Harbor Lane Cutchogue, NY 11935 Compliance: Passes using UA trade-off Compliance: 3.1%Better Than Code Maximum UA: 98 Your UA: 95 Maximum SHGC: 0.40 Your SHGC: 0.35 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. Envelope Assemblies Assembly Gross Area Cavity Cont. U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 600 39.0 15.0 0.020 12 Wall:Wood Frame, 16" o.c. 480 21.0 0.0 0.057 23 Window 2:Vinyl Frame pF NEly 85 0.290 25 SHGC: 0.35 �Q��c,N. DiLy y0 Floor: All-Wood joist/Truss *CO Quo 500 32.0 0.0 0.031 16 Crawl:Solid Concrete or Masonry n - ,- m 100 0.0 5.0 0.189 19 Wall height: 3.2' 2 Depth below grade: 2.0' Fo 09725?- Insulation 97252Insulation depth: 2.0' PeS10 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require �d in the REScheck Inspection Checklist. Paul DiLandro P.E. 4/23/2021 Name-Title Signatu a Date Project Notes: Envelope Notes: Ceiling insulation - 8" fiberglass batts with 3" XPS foam boar insulation continuous Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 92.0% 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 #, P're inspection/Plan Review= Complies?, ' Comments/Assumptions & Re :ID Value `Value 103.1, ,Construction drawings and (❑Complies Requirement will be met. 103.2 documentation demonstrate ?❑Does Not [PRI]1 :energy code compliance for the ❑Not Observable l :building envelope.Thermal envelope represented on 3❑Not Applicable ; ;construction documents. ✓ 3 t . 103.1, ;Construction drawings and i❑Complies :Requirement will be met. 103.2, documentation demonstrate = ❑Does Not 403.7 :,energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. :Systems serving multiple = ❑Not Applicable ; 40D :,dwelling units must demonstrate 3 1 compliance with the IECC F ; Commercial Provisions. t ; 302:1,-. j Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403'7 sized per ACCA Manual S based Btu/hr Btu/hr j❑Does Not [PR2]2 j on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ; Manual J or other methods ; Btu/hr ; Btu/hr ;❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2,. Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 2 of 9 Section Plans Verified• Field Verified # Foundation.Inspection`' Complies? Comments/Assumptions & Req.ID Value, Value . 402.2.11 ;Unvented crawl space wall ; R- R- ❑Complies ;See the Envelope Assemblies [FO711 insulation R-value. ; R_ R_ ;❑Does Not table for values. A i❑Not Observable ; ❑Not Applicable 303.2 ;Unvented crawl space wall ?[]Complies Requirement will be met. [FOB]' :insulation installed per ❑Does Not ;manufacturer's instructions. ❑Not Observable '❑Not Applicable 402.2.11 1 Unvented crawl space continuous ;❑Complies ;Requirement will be met. [F0911 vapor retarder installed over PDoes Not (9 :exposed earth,joints overlapped I❑Not Observable ' ;by 6 in, and sealed, extending at i least 6 in. up and attached to the .. I❑Not Applicable wall. 402.2.11 ;Unvented crawl space wall in. in. ;❑Complies ;See the Envelope Assemblies [FO10]1 :insulation depth of burial or ;❑Does Not table for values. distance from top of wall. V ; ; ;❑Not Observable ❑Not Applicable .303.2.1 "'A protective covering is installed `. ¢❑Complies ;Requirement will be met. [F.O11]2 �Jto protect exposed exterior ;[:]Does Not insulation and extends a [I ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. $ ,❑Does Not :not applicable. '❑Not Observable 4 - ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 3 of 9 Section Plans Verified` Field Verified #" Framing 1 Rough=In Inspection Complies? Comments/Assumptions . Value Value.. &i Req.ID. . . 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 ; :❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products {❑Complies ;Requirement will be met. [FR4]1 pare determined in accordance ;❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. nNot Applicable 402.4.1.1 ;Air barrier and thermal barrier s❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's 111Does Not instructions. I '4 ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built $❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 for has infiltration rates per NFRC 3❑Not Observable 1400 that do not exceed code ;[:]Not Applicable limits. 402:4:5;, IC-rated recessed lighting fixtures ;❑Complies [FRl6]z', sealed at housing/interior finish ".M1# ;❑Does Not and labeled to indicate:52.0 cfm `- L ❑Not Observable leakage at 75 Pa. ❑I Not Applicable , 403.3.1 ;Supply and return ducts in attics y❑Complies ;Exception: Ducts located [FR12]1 :insulated >= R-8 where duct is I❑Does Not :completely inside the >= 3 inches in diameter and >_ ;❑Not Observable :building envelope. R-6 where < 3 inches. Supply and i return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for 3 diameter>= 3 inches and R-4.2 r !for<3 inches in diameter. 403.3.2 ;,Ducts, air handlers and filter �❑Complies :Exception: Requirement is [FR13]1 :boxes are sealed with "'ElDoes Not not applicable. 'points/seams compliant with IJ E . .• y❑Not Observable ;International Mechanical Code or ❑Not Applicable International Residential Code, as } � �,: - "� , ;applicable. r . 4Q3:3:5 Building cavities are not used as ( i❑Complies Requirement will be met. IFR'I513 �ducts or plenums. ``;❑Does Not !❑Not Observable ° e ❑Not Applicable Ducts declared to be within the ❑Complies ;Exception: Requirement is conditioned space are either 1) ;❑Does Not ;not applicable. completely within the continuous ❑Not Observable air barrier and within the building S❑Not Applicable thermal envelope,2) buried , iwithin ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within i the building thermal envelope ; and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by I the duct system, or 3)the ceiling ; insulation R-value installed against and above the insulated p " duct>=to the proposed ceiling } ; insulation R-value, less the R- value of the insulation on the ':. 3 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.:Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 4 of 9 Section ",' `_ Plans Verified Field_Verified #- Framing%Rough In Inspection ;Complies?.4 . Comments/Assumptions & eq ID Value Value 403,4'::: `;HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR17)2 +above 105°F or chilled fluids ;❑Does Not ;not applicable. -i below 55°F are insulated to?R- ; I❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC kk ;= �j❑Complies ;Exception: Requirement is [FR24]1 piping. E ❑Does Not not applicable. " ;❑Not Observable ' 'ON ot Applicable 403:5.3 Hot water pipes are insulated to R- ; R ,❑Complies :Requirement will be met. [FR18]2, _r#>_R-3. !❑Does Not , S 1 = ;❑Not Observable ; ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ,Requirement will be met. 019)?. installed on all outdoor air f❑Does Not intakes and exhausts. , ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Complies?, Comments /Assumptions_ & 116%.ID Value Value 3035. , ',All installed insulation is labeled ; ;❑Complies ;Requirement will be met. [IN13]2or the installed R-values ❑Does Not provided. a❑Not Observable ❑Not Applicable ; 402.1.1, t;Floor insulation R-value. ; R-v R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;E] Wood F-1Wood ;❑Does Not table for values. [IN1]1 j ❑ Steel ;❑ Steel :[-]Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ( '❑Complies IRequirement will be met. 402.2.8 :manufacturer's instructions and _ ;❑Does Not ; [IN2]1 :in substantial contact with the ❑Not Observable I 'E�j' �underside of the subfloor, or floor� °`_�_;: ,> ", � ._ � ' :framing cavity insulation is in ❑Not Applicable .contact with the top side of ;sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the - :top of all perimeter floor framing 3 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 ElWood ;F-1Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ;F] Steel ;E] Steel ;❑Not Applicable :requirement applies(FR10). 303.2 ;Wall insulation is installed per ( ; , ; _ v ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. : ❑Does Not ; } _ i❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,' Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 6 of 9 Section: = Plans Verified Field:Verified # F.inal.inspection ProVisions Complies? Comments/Assumptions Value., !Value , &.Req.ID = 402.1.1, ;,Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ; 402.2.6 E] Steel ;E] Steel ❑Not Observable [FI1]1 :❑Not Applicable ; 303.1.1.1, :Ceiling insulation installed per ❑Complies 1Requirement will be met. 303.2 manufacturer's instructions. )❑Does Not [FI2]1 :Blown insulation marked every .300 ft'. �❑Not Observable '❑Not Applicable 402.23 _5Vented attics with air permeable ?❑Complies ;Exception: Requirement is [FI22] kinsulation include baffle adjacent i❑Does Not not applicable. Ito soffit and eave vents that ❑Not Observable }extends over insulation. a -❑Not Applicable 402.2.4 ;Attic access hatch and door I R- ; R- ;❑Complies (Requirement will be met. [FI3]1 insulation >_R-value of the �❑Does Not adjacent assembly. ❑Not Observable ' ❑Not Applicable j 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Exception: Requirement is [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not :not applicable. 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 manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total (leakage measured with a ;pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;[]Complies ;Exception: Requirement is [F14]1 .cfm/100 ft2 across the system or ; ftz ft2 ;❑Does Not ;not applicable. <=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ; ❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated '❑Complies :Requirement will be met. [FI24]1 !by manufacturer at<=2%of j❑Does Not ;design airflow. j ❑Not Observable f ❑Not Applicable 403:1.1 'I Programmable thermostats j❑Complies ;Exception: Requirement is [Fi9]z installed for control of primary ❑Does Not !not applicable. heating and cooling systems and ; initially set by manufacturer to Not Observable }code specifications. ;❑Not Applicable ; 403.1:2 ,Heat pump thermostat installed J❑Complies :Exception: Requirement is [Fl 10]2 on heat pumps. I❑Does Not :not applicable. '❑Not Observable I i i 3❑Not Applicable 403.5.17 Circulating service hot water ;❑Complies [Fill-12 Isystems have automatic or ,❑Does Not accessible manual controls. ;❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) ;2 Medium Impact(Tier 2) 1,3.1 Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 7 of 9 Section. Plans,l/erfied Field,Verified Final Inspection Provisions _ Complies? Comments%Assumptions &Req,ID Value; Value 4036.1 All mechanical ventilation system ;❑Complies :Requirement will be met. :[F125]2 fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy ;❑Not Observable ' and airflow limits per Table " }R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heats❑Complies ;Requirement will be met. [FI26]2 ; through one-or two-pipe heating J❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water !temperature based on outdoor ;❑Not Applicable temperature. I ' 403.5:T.1 ;Heated water circulation systems ,` '❑Complies ;Exception: Requirement is [F128]2 have a circulation pump.The T❑Does Not :not applicable. 'system return pipe is a dedicated ; return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable $syphon circulation systems are s -�not present. Controls for 7 circulating hot water system pumps start the pump with signal ?for hot water demand within the I $occupancy. Controls -,automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 3 403.5.1.2 Electric heat trace systems s❑Complies [FI29]2 . comply with IEEE 515.1 or UL 3❑Does Not j515. Controls automatically '❑Not Observable ' y'adjust the energy input to the - ❑Not Applicable heat tracing to maintain the desired water temperature in the ' 1 piping. I ' 4035.2 ;Demand recirculation water ;❑Complies ;Exception: Requirement is [F130]2 !systems have controls that ;❑Does Not :not applicable. manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water I❑Not Applicable piping to<= 104°F. 403:5.4, '1 Drain water heat recovery units ti❑Complies f Exception: Requirement is [F131]2 Rested in accordance with CSA "S❑Does Not not applicable. 855.1. Potable water-side ❑Not Observable pressure loss of drain water heat ❑Not Applicable :$recovery units< 3 psi for individual units connected to one or two showers. Potable water- I ;side pressure loss of drain water heat recovery units < 2 psi for y -,individual units connected to ; $three or more showers. ' 404.1 :90%or more of permanent ;❑Complies :Requirement will be met. [FI6]1 fixtures have high efficacy lamps. i❑Does Not ; ❑Not Observable I❑Not Applicable 404.:1.1 .` Fuel gas lighting systems haveflComplies ;Exception: Requirement is [F,123]1 -_ no continuous pilot light. Does Not ;not applicable. raj, ;❑Not Observable ❑Not Applicable 401:3 'Compliance certificate posted. ;❑Complies :Requirement will be met. [F17]2 ; ! �❑Does Not I ( ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2:; Medium Impact(Tier 2) 1-3]Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 8 of 9 1 f Section Plahs Verified Field Verified # _ Final Inspection Provisions & Recl.ID T : Complies? _ Comments/Assumptions Value Value " ' 103.3 i Manufacturer manuals for •;❑Complies !Requirement will be met. [FI18]3 mechanical and water heating I❑Does Not asystems have been provided. , ' " � J❑Nat Observable y❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) ".3]Low Low Impact(Tier 3) Project Title: 2000 Harbor Lane Report date: 04/23/21 Data filename: Page 9 of 9 APPROVED AS NOTED O C C U PAN CY OR DATE: �l9/-aj B.P. 3 USE IS UNLAWFUL FEEBY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 8 AM TO PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - 1ViO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL- 'CONSTRUCTION :MUST BE COMPLETE FOR C.O. CjE'APL`( WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NE' i YCiR!C STATE & TOWi� CODES REQUIREMENTS OF THE CODES OF NEW AS kEOUIRE AND CONGTIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Z SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES TRUSS PLACARDING REQUIRED N.Y.S.DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 0-6CMCALVaWcnra 4EQU" All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code GENERAL NOTES: NAILING SCHEDULE 1. ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC 2020. NOTE: AND AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME AND CONSTRUCTION MANUAL 4 AND MIN. TREAD PER TABLE 3.1 - ANSI/ AF & PA WFCM-2015 EDITION SIGN MUST BE POSTED AS PER 19 NYCRR FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE CONSTRUCTED IN ART 1264 1 DIL�ndrC} JOINT DESCRIPTION No. OF COMMON MAILS No. OF BOX NAILS NAIL SPACING 4 .A-�$� ��"�� Andrews � �-- ACCORDANCE WITH SAME. COLOR TO 2. ALL WOOD FRAMING SHALL BE MIN. HEM FIR #1 . ROOF FRAMING (16" O.C.) REFLECTIVE """` 6 9' nee'E n MATCH 3. HABITABLE ROOMS TO MEET LIGHT REQUIREMENTS OF 8% AND VENT REQUIREMENTS OF 4% OF -- WHITE LETTERING 158 County Rd. 39, suite 10 FLOOR AREA. IF REQUIREMENTS ARE NOT MET, ARTIFICIAL ILLUMINATION AND/OR MECHANICAL RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-1 Od PER RAFTER Southampton, N.Y.11968 CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER JOIST Office: (631)259-3959 CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 4-16d 4-16d EACH LAP VENTING WILL BE REQUIRED TO COMPLY TO CODE. � Info@DiLandroengineering.com 4. MINIMUM PIPE INSULATION IS TO COMPLY WITH TABLE 504.5 OF THE ENERGY CONSERVATION N CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) 4-16d 4-16d EACH LAP � CONSTRUCTION CODE. COLLAR TIE TO RAFTER (FACE NAILED) 4-8d 4-10d PER TIE z 5. ELECTRICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED ELECTRICIAN, AND TO BLOCKING TO RAFTER (TOE NAILED) 2-Sd 2-10d EACH END Professional Seal COMPLY WITH CURRENT NATIONAL ELECTRICAL CODE. 6. MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED MECHANICAL CONTRACTOR, RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END OF NEw AND TO COMPLY WITH 2020 NY STATE MECHANICAL CODE. WALL FRAMING (8'-12' HIGH) 2" �P NeNR>' kO'��. 7. PLUMBING SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED PLUMBER AS PER AND TO STROKE ON COMPLY WITH NYSRC 2020. TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT ALL LETTERING :' `� m cc 8. FIRE ALARM SYSTEMS (IF APPLICABLE) TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOISTS - EACH SIDE (REFLECTIVE RED FIRE CODE OF NY. STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. PANTONE #187) Fo �s72o� 9. SINGLE STATION SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING AREA, HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES TRUSS IDENTIFICATION SIGN FESSIO HALLWAYS ADJACENT TO SAME, AND ON EACH LEVEL. HARD WIRED AND TOP OR BOTTOM PLATE TO STUD (END NAILED) 2-16d 2-16d PER 2X4 STUD AS PER 19 NYCRR PART 1264 INTERCONNECTED. CARBON MONOXIDE DETECTORS TO BE INSTALLED ON EACH LEVEL. 3-16d 3-16d PER 2X6 STUD 10, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE 4-16d 4-16d PER 2X8 STUD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR HIDDEN CONDITIONS SHALL BE BOTTOM PLATE TO FLOOR JOIST, BANDJOIST 2-16d 2-16d PER FOOT BROUGHT TO THE ATTENTION OF THE ENGINEER. END JOIST OR BLOCKING (FACE NAILED) WINDOW NOTES 11. PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS, ALL POSTS TO CARRY -- 1. ALL WINDOWS ARE BASED ON ANDERSON WINDOWS. VINYL OR ALUMINUM FRAME FOR DOWN TO SOLID FOUNDATION OR FOOTINGS. FLOOR FRAMING ABOVE GRADE AND VINYL FUR BELOW GRADE. 12. ALL WINDOWS MUST COMPLY WITH SECTION R310 OF THE 2020 CODE, MIN. 5.7 S.F. CLEAR JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PER JOIST 2. ALL ROOMS MEET LIGHT/VENT/EGRESS CODE REQUIREMENTS, OPENING FOR ALL BEDROOMS AND SLEEPING AREAS WITH MIN. CLEAR OPENING HT. OF 24" AND BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END WITH THE EXCEPTION OF BASEMENT WINDOWS. BASEMENT LIGHTING OPENING WIDTH OF 20". FIRST FLOOR WINDOWS ALLOWED MINIMUM OF 5 S.F. CLEAR OPENING. BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END AND MECHANICAL VENTILATION WILL BE REQUIRED TO MEET LIGHT AND VENT 13. WINDOWS TO BE INSTALLED WITH APPROPRIATE HARDWARE AND FASTENERS TO MEET THE BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK REQUIREMENTS. REQUIREMENTS OF SECTION R301 . LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST 3. PROJECT IS WITHIN 1 MILE OF COASTAL WATERS 14. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN- WINTER SIDE OF JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST THE INSULATION IN ALL FRAMED WALLS FLOORS, AND ROOF/CEILINGS BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT WITH SECTION R 702.7. 15. STAIRWAYS TO CONFORM TO SECTION R311 .5.3 OF 2020 NYS CODE. MAX. RISER HEIGHT TO BE ROOF SHEATHING ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC U) 8-1/4" AND MIN, TREAD DEPTH TO BE 9". WIDTH OF STAIRWAY TO BE A MINIMUM OF 36". 2020, AND AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME AND CONSTRUCTIO W STRUCTURAL PANELS 8d 10d 6 EDGE / 12 FIELD MANUAL FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE � DIAGONAL BOARD SHEATHING CONSTRUCTED IN ACCORDANCE WITH SAME. ENGINEERED STRUCTURAL MEMBERS COMPLIES 0 1X6 OR 1X8 2-8d 2-10d PER SUPPORT WITH ASCE7-05. Z 1X10 OR WIDER 3-8d 3-10d PER SUPPORT __.I CEILING SHEATHING THESE PLANS WERE PREPARED TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE MECHANICAL AND ELECTRICAL NOTES: - GYPSUM WALLBOARD 5d COOLER'S 5d COOLERS 7" EDGE / 12" FIELD BELIEF AND PROFESSIONAL JUDGEMENT IN ACCORDANCE WITH 2020 NYS ENERGY CODE WZ 1 . EXISTING MECHANICAL SYSTEM HAS BEEN DEEMED ADAQUATE AND IS TO REMAIN W WITH NO MODIFICATIONS 2. PROJECT COMPLIES WITH RESIDENTIAL CODE OF NYS AND MECHANICAL SYSTEM WALL SHEATHING ALLOWABLE DEFLECTION OFSTRUCTURAL MEMBERS 0 COMPLIES WITH CHAPTER 12 THROUGH 24, PLUMBING COMPLIES WITH CHAPTERSTRUCTURAL PANELS 8d 10d 6" EDGE / 12" FIELD Tk15LE R301 .7 W 25 THROUGH 32, ELECTRICAL SYSTEM COMPLIES WITH CHAPTER 33 THROUGH 42. tFIBERBOARD PANELS _ w 0 3. PENETRATIONS BETWEEN FLOORS TO BE FIRESTOPPED PER CODE. 6d 6d 3" EDGE / 6" FIELD STRUCTURAL MEMBER ALLOWABLE (� 7/16 8d Sd 3" EDGE / 6" FIELD ; DEFLECTION PYV3I2M WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD FINISHING NOTES: HARDBOARD 8d 8d 6" EDGE / 12" FIELD RAFTERS W/ SLOPES GREATER THAN 3/12 1. GYPSUM WALL AND CEILING BOARD TO BE INSTALLED PER CODE, FASTENED PARTICLEBOARD PANELS 8d 8d 6" EDGE / 12" FIELD W/ . NO' FINISHED CEILING AI iACHED TO RAFTERS L/180 WITH MIN. 5d COOLERS 7" EDGE/12" FIELD. MR BOARD RECOMMENDED FOR BATH DIAGONAL BOARD SHEATHING INTERIOR WALL PARTITIONS H/1 80 WALLS AND BELOW GRADE. DENSGLASS, WONDERBOARD OR EQUAL REQUIRED FOR BATH 1X6 OR 1X8 2-8d 2-1Od PER SUPPORT 1X10 OR WIDER 3-8d 3-10d PER SUPPORT FLOORS AND PLASTERED CEILINGS AND SHOWER AREAS. FURNACE/BURNER ROOMS/ AREAS TO BE FIRE RATED GYPSUM WITH L/360 MIN. 1 COAT SPACKLE PER CODE. DOORS AND FRAMES IN THESES AREAS TO ALSO FLOOR SHEATHING ALL OTHER STRUCTURAL MEMBERS L/240 LO COMPLY WITH FIRE RATINGS. EXTERIOR WALLS WITH PLASTEROR STUCCO FINISH H 360 M STRUCTURAL PANELS / 1 " OR LESS 8d 10d EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 W W . EXTERIOR SIDING AND TRIM TO BE INSTALLED PER MFG. RECOMMENDATIONS AND/OR 2 / GREATER THAN 1 10d 16d 6 EDGE / 12 FIELD EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L 120 U Z APPLICABLE CODES AND REQUIREMENTS. PROVIDE FLASHING AT ALL PENETRATIONS AND DIAGONAL BOARD SHEATHING / Z OPENINGS � - AS REQUIRED. 1X6 OR 1X8 2-8d 2-10d PER SUPPORT WZ 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT MIN. UNIFORMLY DISTRIBUTED LIVE LOADS _j W 3. ALL ROOFING AND FELT TO BE INSTALLED AND FASTENED AS PER SECTION R905.2.5 AND TABLE R301 .5 W 0 � R905.2.6. ROOF SHINGLES TO HAVE MIN. 4 FASTENERS PER STRIP UNLESS OTHERWISE ALL WORK TO COMPLY WITH APPENDIX J OF THE 2020 UNIFORM CODE OF NEW YORK STA ATTICS AND LIMITED STORAGE 20 PSF ry � 0 REQ .BY LOCAL CONDITIONS. POR ROOF WITH SLOPE BETWEEN 2/12 AND 4/12, UNDERLAYMENT TE ATTICS WITHOUT STORAGE 10 PSF z = _ JC SHALL BE DOUBLE LAPPED AND INSTALLED PER R905.2.7. ICE BARRIER/WEATHERSHIELD SHALL THE PROPSEDWORK ISTOBECONSDIDERALEVEL 1ALTERATION ASPER AJ304.1AND ADDITIONS ASPER AJ3l(13.1AND MUST COMPLY WITH THE FOLLOWING: . BE INSTALLED AT -AYES TO MIN. 2'-0" FROM INTEROR WALL FINISH TO EVE EDGE. VENTILATION SHALL -THEENTIRESTURTUREISTOBEOUTFITTEDWITHSMOKEANDCARBONMONOXIDEDETECTORSASPERAJ604,IANDAJ604.2(SEEPLANFORGERNERALLOCATIONS) DECKS 40 PSF U -WALL AND CEILING FINISHES ARE TO COMPLY WITH R302.9 LlJ CD BE PROVIDED FOR ATTIC AREAS AS REQUIRED. MIN. 1" CONTINUOUS VENTILATION SHALL BE -PLUMBING MODIFICATIONS SHALL CONFORM TO THE REQUIREMENTS OF A NEW PLUMBING SYSTEM WITHOU7 REQUIRING THE EXISTING SYSTEM TO COMPLY HOWEVER EXTERIOR BALCONIES 60 PSF � 0 Q Z) MAY NOT CAUSE THE EXISTING SYSTEM TO BECOME UNSAFE, INSANITARY OR OVERLOADED AS PER AJ607.1 REQUIRED ABOVE INSULATION WITHIN ALL RAFTER BAYS AT CATHEDRAL CEILINGS. •- FIRE ESCAPES 0 40 PSF a GUARDRAILS AND HANDRAILS 200 LBS GUARDRAILS IN-FILL COMPONENTS 50 PSF Revisions PASSENGER VEHICLE GARAGI_S 50 PSF No. Date Description 1 04/21/2021 PERMIT ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 2 --/--/-- ---- SLEEPING ROOMS 30 PSF 4 STAIRS 40 PSF 5 Designed By : RWA Drawn By : RWA Checked By : AA rw Date : 04/21/2021 Scale AS NOTED C00uOn"hE Sheet# >. Andrews ---Gg En 9 1 n c o r I n g 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroengineering.com I I Professional Seal I OF NEw y0 0 = A9 , m F� 09720 A90FES S10 I I / I I I I I I I I U) >o<> Q I Q C� z l I • • U) w X J W I Alsz � n C I X " _I I �o `' ` I MM ! - - - - - I WWrn I I W J z I I I Q z 0 � I I � W � 0 4'_ I O I � Q . . z r I _j DU i G I LLI 0 o 0 zNU CL ET S Revisions No. Date Description 1 04/21/2021 PERMIT 2 --/--/-- ---- 5 Designed By : RWA EXISTING FIRST FLOOR PLAN Drawn By : RWA Checked By : AA SCALE: 1/4" = 1'-0" 1' Date : 04/21/2021 Scale AS NOTED E 1% Iff ^� 01 Sheet# DiLandro - Andrews - EngIneorIrig 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroengineering.com Professional Seal NEtV 1-SNR y 0 p7- p� O A I— y m W Ir w SOA 0972ME 0 EFF \ PESSIVA"" EXISTING- Z_- FIRM FLUOR 5 777777 X AVERAGE GRADE AVERAGE GRADE 32'-212' I 44'-104" EXISTING RESIDENCE I I EXISTING RESIDENCE EXISTING FRONT ELEVATION SCALE: 1/4" = 1'-0" U) z _O W J W CD _Z — U) W X W L F T_ —_�' L0 CY) ;0 W ------- zo 0� LLJ W o 0 ez vl- z Q EXISTING Z FIRST FLOOR W J Z 0 W AVERAGE GRADE AVERAGE GRADELJJ (D (n Q - - - O 49'-94" 20'-24" . . z EXISTING RESIDENCE EXISTING RESIDENCE I U Q o U OoZ) EXISTING LEFT SIDE ELEVA ION 0� zc� U ��5� axro 10�� �ahFRs D 6 's,oc SCALE: 1/4" = 1'-0" @ Revisions No. Date Description EXISTING 2 x 6 COLLAR 04/21/2021 PERMIT 3 --/--/-- ---- 4 5 EXISTING X FLOOR w Designed By : RWA I Drawn By : RWA °' Checked By : AA EXISTING GARAGE AVERAGE GRADE Date : 04/21/2021 EXISTING Scale AS NOTED CRAWL SPACE =III= mt�:X� 02 EXISTING GARAGE SECTION SCALE: 1/4"= 1'-0" Sheet# 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE STRUCTURAL STEEL CONCRETE NOTES9. ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED ACCORDANCE WITH THE LATEST AISC ALLOWABLE STRENGTH DESIGN (ASD) ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS HALL BELOW,UNLESS OTHERWISE NOTED CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". "\ ,. REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. J1C�i LSI r�t d r s USAGE 28 DAY MAX 2. MATERIALS: �,,M, C_ Andrews STRENGTH AGG E n 9 1 n e e r i n g (psi) SIZE 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION WIDE FLANGE SHAPES: ASTM A992 GRADE 50 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH AMERICAN STANDARD SHAPES ANGLES A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 158 County Rd. 39, Suite 10 a. SLAB ON GRADE 4000 S.C. 1" PLATES AND BARS: ASTM A36 Southampton, N.Y.11968 REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS p b.FOUNDATION AND 13ASEMENT WALLS 4000 S.C. 1" STRUCTURAL STEEL TUBING, Office: UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. ( )259-3959 c.PIERS 4000 S.C. 1" 631 RECTANGULAR AND SQUARE ASTM A500. GRADE B (FY=46KSI) Info@DiLandroengineering.com e.RETAINING WALLS 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL TOPPING BOLTS ASTM 325 SLABS UNLESS OTHERWISE NOTED. ANCHOR RODS ASTM F1554,GRADE 36 WELDING ELECTRODE ASTM E70XX,LOW HYDROGEN 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON HE DRAWINGS OR IN THE SHEAR CONNECTORS 3/4" 0 ASTM A-108 Professional Seal SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. DRAWINGS OR NOT UNLESS OTHERWISE NOTED. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE '`SOF NEtvy NENRy 0 LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE NOTED. 0� O SPECIFICATIONS AS, LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR a.ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% _ A SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND LAMINATED VENEER LUMBER, LAMINATED b.ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL STRUCTURAL LUMBER AND PARALLEL STRAND c.ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LUMBER NOTES: d.ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FpA X97201 9�FES SIONP� 3. ALL CONCRETE SHELL BE A MINIMUM 4000 PSI @ 28 DAY TEST. REQUIREMENTSTHESE SHALL ADJUSTED AS 1 LAMINATED VENEER LUMBER(LVL)SHALL BE"MICRO-LAM"AS MANUFACTURED THAT SUPPORT O HER BEAM . THIS PROVISION NECESSARY MAY BE REDUCED ONLY 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BY WEYERHAEUSER,"G-P LAM"AS MANUFACTURED BY THE GEORGIA PACIFIC WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. AT THE POINT OF DISCHARGE AS FOLLOWS CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE LOUISIANA PACIFIC CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION CORPORATION.PARALLEL STRAND LUMBER(PSL) SHALL BE"PARALLAM"AS OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. a.RAMPS AND SLOPING SURFACES -3"MAXIMUM MANUFACTURED BY WEYERHAEUSER. LAMINATED STRUCTURAL LUMBER(LSL) b.FOUNDATION CONCRETE -3"TO 6" SHALL BE"TIMBERSTRAND"AS MANUFACTURED BY WEYERHAEUSER. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. c.ALL OTHER CONCRETE -3"TO 5" 2MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI PSL MATERIAL SHALL BE AS FOLLOWS: REDUCE STRENGTH BELOW REQUIRED VALUES. 301. LVL PSL 6. WHERE MILLED STIFFENERS ARE REQUIRED, HERE SHALL BE NO WELD 6. HERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE FB= 2600 PSI 2900 PSI PLACED AT THE MILLED SURFACES (EXCEPT FOR. TACK WELDS OR WHERE POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI STIFFENERS. SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL FV= 285 PSI 290 PSI (f� REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE E= 1,900,000 PSI 2,000,000 PSI 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN W STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE O CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS z VERIFICATION. FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING IS _.J 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 BUILT-UP. TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL Q SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES �J CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. 3 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL V SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL 1.3E LSL 1.5E LSL 1.55 LSL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY FB= 1700 PSI 2250 PSI 2325 PSI ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED FC(PARALLEL TO GRAIN)= 1400 PSI 1950 PSI 2050 PSI BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW ]FC PERPENDICULAR TO GRAIN)= 680 PSI 775 PSI 800 PSI 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS,, WORK PROCEDURES, AND (f� AND VERIFICATION. FV= 400 PSI 400 PSI 310 PSI QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. E= 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI .l 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. 4 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY W 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO OWNERS TESTING LAB. . . z THE SAME DEPTH .AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS W W OTHERWISE SHOWN. 12. H.S. BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS: E-. (n CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT MEMBERS F- v 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE SUPPORTING MACHINERY OR OTHER MECEANICAL EQUIPMENT, AT ALL DIAMETER LARGER.THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED HANGER,POST, STRUT AND COLUMN CONNECTIONS,AT MEMBERS FRAMING TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL COLUMNS AND WITHIN 3'-0"OF COLUMNS. NOT BE PLACED IN CONCRETE. 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. DRAWINGS. 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 LO M 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., O REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) W W SUBMISSION OF CONCRETE TEST MIXES. z 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. W J Z Of W REINFORCING STEEL W Opo = 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM ry 0 SPECIFICATION OF :DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETEz Q REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED Q = V STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING W J O BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 0 Q WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF Z CV U REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE��MERICAN CONCRETE INSTITUTE DETAILING MANUAL. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 Revisions PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE FABRIC SHALL BE :LAPPED TWO (2) FULL MESH PANELS ATE ENDS AND SIDES No. Date Description AND TIED SECURELY,UNLESS OTHERWISE NOTED. I 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 3 FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. 4 DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING 5 UNLESS OTHERWISE NOTED. .I.s.A.. . 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, Designed By: RWA FOR ALL SLABS ABOVE GRADE. Drawn By : RWA 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN Checked By : AA ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. 6. SPLICE TOP BARS ALT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. Date : 04/21/2021 Scale AS NOTED 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7, ACI318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. A.FORMED WALL 2"BACKFILL SIDE.1/4"FRONT SIDE B.FOOTING 3" Idawak C.SLABS ON GRADE 3/4"TOP,3"BOTTOM D. STRUCTURAL SLABS %91 6 � 000 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE DETAILS. Sheet# FOUNDATION STRAPS TO BE PLACED AT FOUNDATION STRAPS TO BE INSTALL AT LOCATIONS D i La n d rd S AS MARKED ON FOUNDATION PLAN AND ELEVATIONS Andrews ANCHOR-BOLT HOLD-DOWN DETAIL TO BE INSTALLED } HD AS SHOWN IN DETAIL"1" ALL CORNERS +—� -" Engi n r.e r i ng POINT LOAD LOCATION KEY 158 County Rd. 39, Suite 10 ALL FLITCH PLATES,MICRO-LAMS AND GIRDERS TO BEAR ON SOLID Southampton, N.Y.11968 WOOD POSTS AND HAVE SOLID BLOCKING TO FOUNDATION WALL AS Office: (631)259-3959 NOTED ORAS REQUIRED OTHERWISE. Info@DlLandroengineering.Com ® =4x4x 5/16"SQUARE STRUCTURAL TUBING / =6x6x SQUARE STRUCTURAL TUBING Professional Seal =POST FROM ABOVE OF NEW NENRy )0.p ® = _(4)2 x 6 POST OR(4)2 x 4 AS REQUIRED �� F 9 M 097201 POST, SEE FRAMING PLAN — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — sD SMOKE DETECTOROF A9 ESSIO P CM CARBON MONOXIDE DETECTOR GENERAL NOTES: o CONFINED SPACE FUNACE ROOMS MUST BE VENTILATED PER NFPA31OIL)OR NFPA 54(GAS). (PER PART SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS 1000.2 OF TH�STATE CODE o IN FINISHED CELLARS WALL MUST BE FIRESTOPPED ADHESIVELY EMBEDED 5"W/ I I TO PREVENT VERTICAL(WALL)TO HORIZONTAL 0 o SIMPSON SET XP EPDXY COMMUNICATION INTO HECEILING.FIRESTOPS MUST ALSO BE INSULATED BETWEEN FLOOR PARTITIONS PER PART 717.4 OF THE STATE CODE o JOISTS OVER GIRDERS AND BEARING o VERIFY LOCATION OF HOUSE TRAP&MASTER LINE. =1 1=1 =1 I 1= 12"0 SONOTUBE PROVIDE SUMP PUMP IF WATER LINES CANNOT GO UNDER I FOOTINGS. o ALL HVAC SYSTEMS DUCTS TO BE KEPT TO RIGHT SIDE OF FINISHED BASEMENT 0 I I GENERAL MASONRY NOTES o ALL FIRE BOXES TO HAVE FRESH AIR VENT THRU EXTERIOR WALL LLj (3)-#5 DOWELS AT I I OR TO BASEMENT AND TO MEET N.Y.S.CODE �� W/0'-8" HOOK o G.C.TO VERIFY WITH H.V.A.C.CONTRACTOR FURNACE FLUE SIZE PRIOR TO CONSTRUCTION Ua o PROVIDE MASONRY SURROUND AND HEARTH TO MEET LOCAL BUILDING ) CODE AND N.Y.S.BUILDING CODEo W I 0 MASON TO VERIFY FIREPLACE FLUE SIZES TO MEET VENTILATION v J U: BF28"BIG FOOT I REQUIREMENTS FOR ADEQUATE DRAFT. z 2= FOOTING" Q 0 ALIGN ALL POINT LOADS WITH PATHS FROM ABOVE 0— ;. : - - - - - - - - � U G G DI I z D ?5w s TYPICAL SONOTUBE FOOTING DE AIL I s E a I 0 co I - 5-200 SCALE: 3/4"= V-0" W 1- 4" 1-7 1 F H D I ry W z X I G G N I Q �--- ^' I H H IT LE L A A 0 ETI RCH ` I S U U T E S N I I I [AAV T H L � . I T E D — — — — � F < x BUILDING 1-0 OVERHANG _ _ _ _ _ _ _ _ _ _ PROPOSED I I C'7 FOUNDATION 2 L— N DESIGNED BYRAW SPACE o _ OTHERS m W ( W r. * _ > U z ., zQ >- vJ cn W z STONE VENEER z _ ()/ HDU-5 I 1J� W AND FLASHING , BY OTHERS 00 - f I O txry o z = = 11 I—I 1-1 I CON ECT P.T. PLATE TO I U J O V -III,;III��IIII FOUNDATION SHELF W/ z"!?1x9 COR BOLTS LONG ANCHOR AT 3'- "o.c. I 0 O 0 I I z 0'-2" SHELF N V #5 DO EL AT 12"o.c. HORIZ. 0 I _ #5 DO EL AT 18 o.c. Lu Revisions Ir- #5 AT 18"o.c.VERT. � No. Date PERMIT tion (2)-#5 ONT.TOP AND BOTTOM ENTRY PORCH 2 O ABOVE 3 --/--/-- ---- U_ 2x4 KEY 4 Lo O O 5 CV) x x x x 4'-6" 5'-34" Designed By : RWA 8„ 1 -,e- _ E — — — Drawn dy: : AA A 0 10'-5y2" 44'-104" CheckSLAB N GRADE, SEE NEW ADDITION EXISTING RESIDENCE77 71P1 PLAN zORREINF. PROPOSED FOUNDATION PLAN , ti ,.. p _. 's` .:. .,'.,,:: � . (3)-#5 CONT. BOTTOM OF FOOTING FOUNDATION LEGEND Date : 04/21/2021 01-64— 0'-10" 0-6" SCALE: 1/4" = V-0" NEW WALL Scale AS NOTED 11'-10° EXISTING WALL EXISTING WALL TO BE REMOVED 2 TYPICAL FOUNDATION DETAIL = _ S � i 00 s-200 SCALE: NTS Sheet# Andrews ' s1, Eng!ncering _ _ _ _ _ _ _ _ _ _ 158 County Rd. 39, Suite 10 T Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroengineering.com I Professional Seal I I NEN Ry 09 0 o r 9 m W F� 09720 A9�FES SIONP� I I 111 <1 x A X A > I I FOUNDATION STRAPS TO BE PLACED AT > >< > FOUNDATION STRAPS TO BE INSTALL AT LOCATIONS z A AS MARKED ON FOUNDATION PLAN AND ELEVATIONS HD ANCHOR-BOLT HOLD-DOWN DETAIL TO BE INSTALLED _j AS SHOWN IN DETAIL"1" ALL CORNERS ^ � I L.L. POINT LOAD LOCATION KEY W ALL FLITCH PLATES,MICRO-LAMS AND GIRDERS TO BEAR ON SOLID ( , WOOD POSTS AND HAVE SOLID BLOCKING TO FOUNDATION WALL AS Z NOTED OR AS REQUIRED OTHERWISE. W 0 =4x4x 5/16"SQUARE STRUCTURAL TUBING 0 — ® =6x6x SQUARE STRUCTURAL TUBING / W II =POST FROM ABOVE 0 \ a / / . . _z W Q ® _(4)2 x 6 POST OR(4)2 x 4 AS REQUIRED H IS G G SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR X I G G N I H IL GENERAL NOTES: I T CC A L A I o CONFINED SPACE FUNACE ROOMS MUST BE VENTILATED 2 PER NFPA31OIL)OR NFPA 54(GAS). (PER PART U P >< L T G 1000.2 OF THE STATE CODE co I S E E SHE S I o IN FINISHED CELLARS WALL MUST BE FIRESTOPPED ' TO PREVENT VERTICAL((WALL TO HORIZONTAL S U T E COMMUNICATION INTO TLO HE OILING.FIRESTOPS co INCH F T H L A IS WI BBI I JOST ALSO BE INSULATED BETWEEN FLOOR JOISTS OVER GIRD-S AND BEARING PARTITIONS PER PART 717.4 OF THE STATE CODE W W T E D o VERIFY LOCATION OF HOUSE TRAP&MASTER LINE. z I• • PROVIDE SUMP PUMP IF WATER LINES CANNOT GO UNDER U DOUBL H G �, FOOTINGS. z BROOM C OSE 1 'X � i o ALL HVAC SYSTEMS DUCTS TO BE KEPT TO RIGHT N -�Nr 4I SIDE OF FINISHED BASEMENT W z Z _ E I GENERAL MASONRY NOTES W — - o ALL FIRE BOXES TO HAVE FRESH AIR VENT THRU EXTERIOR WALL r^ O 4-0 m J ~ W W.I.C. OR TO BASEMENT AND TO MEET N.Y.S.CODE �v' M " ROOF - �, I o G.C.TO VERIFY WITH H.V.A.C.CONTRACTOR FURNACE FLUE SIZE PRIOR LJJ L•JJ Il � W-11"X 6'-6" TO CONSTRUCTION O -WELDED STANDING SEAM METAL ROOF y , -3/4"CDX PLYWOOD SHEATHING io 0 in I ^ S . FT. NEW FINISHED ARE o PROVIDE MASONRY SURROUND AND HEARTH TO MEET LOCAL BUILDING 0 I CODE AND N.Y.S.BUILDING CODE z -30#BITUMINOUS BUILDERS FELT _1 k FF110'-O° 1 o MASON TO VERIFY FIREPLACE FLUE SIZES TO MEET VENTILATION U SHELVEP Q O U SOFFIT / FASCIA' z 2) 3 4"X 11-7/8"L. . HEADFR I REQUIREMENTS FOR ADEQUATE DRAFT. LlJ J O -1X8 BORAL FASCIA TRIM `N BEAD BOARD SOFFIT - ALIGN ALL POINT LOADS WITH PATHS FROM ABOVE O O NEW MARVIN LEVATE O EXTERIOR WALLS —#ELDk13252 r T� I z N V DOUBLE HUN 3 WINDOWS -NEW RED CEDAR PERFECTION SHINGLES - 4- -15#BITUMINOUS BUILDERS FELT o1 -5/8"CDX PLYWOOD SHEATHING -2X6 D.F. STUDS @ 16"O.C. I PLAN LEGEND Revisions -5/8"GYPSUM WALL BOARD I a I WALL NEW No. Date Description FLOOR SYSTEM 1 04/21/2021 PERMIT -3/4"T&G SPAN RATED SUB-FLOOR r` 2 -JOISTS AS NOTED I - I -/ -/ FUTURE WALL I FOUNDATION WALL 3 CL ET S I 4 -2X6 P.T. PLATE OVER SILL SEALER - > EXISTING WALL 5 AND COPPER TERMITE SHIELD. -J"X 8"ANCHOR BOLTS @ 3'0"O.C. ly -81'P.C.WALL w/(2)#5 BARS @ EXISTING WALL TO BE REMOVED BOTTOM AND TOP WITH 2"COVER — Designed By : RWA #4 HOOK INTO FOOTING @ 18"O.C. -2"XPS OVER ENTIRE WALL EXTERIOR I Drawn By : RWA -1 OX20 P.C. FOOTING w/(3)#5 ® ® Checked By : AA FIORZ. BARS 1117771 K • , 4'-8Y" 5,-34,. 04/2'1/202'1 INSULATION NOTE: Date REFER TO RES HECK REPORT AND OR Scale AS NOTED H.E.R.S.ENERGY RATING REPORT FOR 2 19'-272" 6'-6" 19'-2 2" ALL PRESCRIPTIONS AND COMPLIANCE WITH ALL APPLICABLE ENERGY CODES NEW ADDITION EXISTING RESIDENCE PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" S � 10 1 Sheet# DiLandro Andrews E rig!nee ring NEW ROOF TO EXISTING RIDGE 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 lnfo@DiLandroengineering.com I CL Professional Seal OF NEtv 7-- HENRY Lu _E1 11 11 FM F= m cc 7 0?111 [F7 ID H/ U SSIS 1I EXISTING __z_ FIKSI FLUOR AVERAGE GRADE AVERAGE GRADE 4'-14 2 4 211-9" 101-51" 44'-104" NEW PORCH EXISTING RESIDENCE I NEW ADDITION I EXISTING RESIDENCE -PROPOSED FRONT ELEVATION SCALE: 1/4"= 1'-0" U) z_j a. 0I ef W C) z Uj =9 F z 0 W W WINDOW & DOOR SCHEDULE: _j < - m: FIRST FLOOR PLAN ------------- I-_ 2 ir—---------L 02 W NAME MANUFACTURER PRODUCT LOCATION NOTES 01 MARVIN ELEVATE ELDH3252 NEW W.I.C. 02 MARVIN ELEVATE FRENCH DOOR 3'-0wW X 6—8 H NEW FAMILY ROOM MEETS OR EXCEEDS INTERNATIONAL BUILDING CODE SECTION 1009.2 WHERE A MINIMUM AREA OF 5.7 SQ.FT.IS EXISTING NEEDED FOR EMERGENCY ESCAPE AND RESCUE.(MIN.OF 5.0 SQ.FT.FOR FIRST FLOOR ONLY) FIRST FLOOR CONTRACTOR TO VERIFY ALL WINDOWS&DOOR SIZES WITH ARCHITECT PRIOR TO ORDER IF ANY DISCREPENCIES OCCUR PROVIDE SHOP DRAWINGS OF ALL SPECIALTY CONDITIONS FOR ARCHITECTS REVIEW. P CONTRACTOR TO PROVIDE 3/4*C.D.X.PLYWOOD STORM PANELS FOR ALL DOORS AND WINDOWS-FRAMED,NUMBERED LATCHED EXISTING GARAGE DOOR OPENING AND STORED ON SITE FOR THE OWNER IN ORDER TO BE IN COMPLIANCE WITH 120 MPH HURRICANE PRONE ZONE AVERAGE,GRADE AVERAGE GRADE AS SPECIFIED IN R 301.1 OF THE N.Y.S.RESIDENCIAL CODE. _ GLAZED OPENINGS MUST BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED IN R301.2.1.2 OF THE N.Y.S. RESIDENCIAL CODE. 7' 6'-1" 14'-14" WLI T-- NEW PORCH NEW ADDITION EXISTING RESIDENCE z 69'-11-1" 2 z < >: EXISTING RESIDENCE Uj _j Z 0 ry W PROPOSED LEFT SIDE ELEVATION 0 SCALE: 1/4" = V-0" ROOF LJJ (D ry -WELDED STANDING SEAM METAL ROOF < 0 -3/4"CDX PLYWOOD SHEATHING -30#BITUMINOUS BUILDERS FELT Z < C) SOFFIT Z FASCIA' _j W - 1X8 BORAL FASCIA TRIM --) 0 -BEAD BOARD SOFFIT 0 C) 12 12� z N C) EXTERIOR WALLS -NEW RED CEDAR PERFECTION SHINGLES 12 C -15#BITUMINOUS BUILDERS FELT b -5/8"CDX PLYWOOD SHEATHING Gey STING 2 x 6 11 1111 p 10 -2X6 D.F. STUDS @ 16"O.C. Revisions @ 16. SISTER EXISTING RIDGE Wl' -5/8"GYPSUM WALL BOARD -EXISTING GARAGE NEW 1-3/4"X 11-7/8"L.V.L. No. Date Description STRUCTURE TO REMAIN INTACT WITH ONLY A NEWFLOOR SYSTEM CONTINUOUS KNEE WALL ON EXISTING EXT.WALL 1 04/21/2021 PERMIT FLOOR SYSTEM TO BE ADDED UNDER NEW RAFTERS _j 0 __j Ld -3/4"T&G SPAN RATED SUB-FLOOR 2 < __j -JOISTS AS NOTED EXISTING 2 x 6 COLLAR TIES 16"O.C. 3 <_j ---- EXISTING 0 FOUNDATION WALL PROPOSED - Uj _j 4 FLOOR i1j MASTER W.I.C. 3-- 2X6 P.T. PLATE OVER SILL SEALER LU AND COPPER TERMITE SHIELD. 7F_00 2 X 8"ANCHOR BOLTS @ 3'0"O.C:. < 7 8"P.C.WALL w/(2)#5 BARS @ EXISTING EXISTING GARAGE PROPOSED X 00 I BOTTOM AND TOP WITH 2"COVER Designed By : Uj EXISTING RWA RS-T-FTOOR TO BE RENOVATED T-A-99-R-90M j MRSI FLUOR #4 HOOK INTO FOOTING @ 18"O.C. NEW Z'X 10'F.J.@ 16'O.C. 7 EXISTING.2"X 10"F.J.@ 16"0.0 -2"XPS OVER ENTIRE WALL EXTERIOR Drawn By : RWA' - 10X20 P.C. FOOTING w/(3)#5 Checked By : AA 00 HORZ. BARS 10 AVERAGE GRADE PROPOSED ALIGN WITH EXISTING FIRST FLOOR RAID WL NEW 2'X 10'F.J.@ 16'O.C. _0' NEW 2"X 10'F.J.@ IF O.C. INSULATION NOTE: Date 04/21/2021 REFER TO RESCHECK REPORT AND OR Scale AS NOTED EXISTING BASEMENT L AVERAGE GRADE H.E.R.S.ENERGY RATING REPORT FOR ALL PRESCRIPTIONS AND COMPLIANCE EXISTING WITH ALL APPLICABLE ENERGY CODES CRAWL SPACE NEW ADDITION I CONTINUOUS A.C.Q.GIRDER ON EXISTING GARAGE SLAB _Lr RENOVATION BUILDING SECTION PROPOSED ADDITION S � l 02 BUILDING SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" �,_.�She�et# VAPOR RETARDED SEE PLAN FOR FIRST POUR SECOND POUR '",, 24" EDGE LAP . OMIT REINFORCEMENT e AT EXTERIOR SLABS ^� SEE PLAN FOR •� ' � , Di�.andre� } PROVIDE CONT. CHAIR AT T-0"O.C. MAX LAB THICKN SS BUILDING TO ' r Andrews S � 1/4 PREMOLDED STOP REINFORCEMENT AT ` TO MAINTAIN REINFORCEMENT AT U TONGUE 0'-6' 0'-6" OVERHANG ELEVATION SHOWN s EACH SIDE FOUNDATION 2" - ---- - n I n e e r i n g r AND GROOVE JOINT DESIGNED BY 0 • x—.:— X x -Xk -�--; j x — OTHERS o County n, N.Y. Suite 10 f , a a °4 :;: Southampton, N.Y.11968 .44 !.ani., . . b Office: (631)259-3959 STONE VENEER Info@DiLandroengineering.com AND FLASHING BY OTHERS �" DROP IN SLAB TO ALIGN III—III -I I I_I I WITH GARAGE DOOR Professional Seal _III_ _III y SHELF FOR SLAB ON GRADE, SEE PLAN GRANULAR SUB-BASE — CONNECT P.T. PLATE TO CONNECTION OFFUTURE FOR REINFORCEMENT 0F NEw REFER TO GEO-TECH. CONSTRUCTION JOINT DETAIL FOUNDATION SHELF W/ W7 NATURAL"CUT"GRADE OR REPORT OR 6"MIN. J"0x9"LONG ANCHOR BOLTS APRON C-1 NENRy .p COMPACTED SUB-GRADE NOTES: z 0'-2"SHELF x X x x X x AT 3'-0"o.c. � � 7AC = 5 m cc E_ #5 DOWEL AT 12"o.c. HORIZ. ~ CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETE U W #5 DOWEL AT 18"o.c. OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS F- TYPICAL SLAB ON GRADE DETAIL MAY ONLY BE USED AT LOCATIONS SPECIFIED FOR CONTROL a #5 AT 18"o.c.VERT. p • Fp 09720' (2)-#5 CONT.TOP AND BOTTOM AR�FESSIONP� JOINTS, SEE SLAB PLAN AND DETAIL (2)-#5 CONT.TOP AND BOTTOM w 0'-2"SHELFco #5 DOWEL AT 12 o.c. HORIZ. O 2x4 KEY Z #5 DOWEL AT 18"o.c. SAW CUT WHERE SLAB IS LEFT WRAP W.W.F.AROUND CONT. EXPOSED, FILL WITH APPROVED x x x x x 1' " #4 NOSING BAR -0 JOINT FILLER IN ACCORDANCE WITH STOP REINF. SHORT OF �'� w � JOINT MIN. EDGE WITH J MANUFACTURER'S INSTRUCTIONS z • • 2x4 KEY AT EACH SIDE RADIUS TOOL o 0 0 (3)-#5 CONT -x x x a x x O • M X 'fix��x a . , x a ;x. ; x• a . .. a ° SLAB ON GRADE, SEE - . • a �,a • .., ' °.. . — x x�x x PLAN FOR REINF. A° ° ° (3)-#5 CONT. BOTTOM OF FOOTING 1 „ BOTTOM OF FOOTING _I= _ 2 0 0 10 0- - EL. = SEE PLAN 0'-6" 0'-10" 0'-6" II- II 11-1011 11-10111 _ Z gw TYPICAL CONTROL JOINT DETAIL TYPICAL STEPPED SLAB DETAIL a- w2 TYPICAL FOUNDATION DETAIL m z S-200 � W SCALE: NTS cn C9 NOTES: W Q SAW CUT IS TO BE PERFORMED NO LONGER THAN 12 HOURS m U AFTER;THE CONCRETE IS POURED, REFER TO ACI 301. J Q 1 TYPICAL SLAB ON GRADE DETAIL 3 TYPICAL FOUNDATION DETAIL AT GARAGE w S-200 SCALE: NTS z 0 Q POST, SEE FRAMING PLAN Q z J 0 CENTER SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS I— LINE ADHESIVELY EMBEDED 5"W/ SIMPSON SET XP EPDXY COLUMN/PIER/OR GRADE _ -1 FOOTING EAM TO BE CENTERED ON z =LI1i� I 12"0 SONOTUBE U COLUMN/PIER/OR GRADE BEAM 0 W/05 �� 8 DOWELS AT m � a U) F- W wPIER/COLUMN O LO U o I REINFORCEMENT IF REQ'D U_ BF28"BIG�FOOT P U I 56 BAR 0 (TYP.) FOOTING WWCO �-- z w I I FOOTING TOP z M 0 w I I REINFORCEMNT IF REQ'D, , z Q OO m SEE SCHEDULE � Q W J z 4e a 6 TYPICAL SONOTUBE FOOTING DETAIL 0 LW CoWs-too � � ® — •— �- OPENING � 0� Q 0 m z FTG. BOTTOM REINF., 'r' {— Q U SEE SCHEDULE W J M Ooh BOTTOM OF FTG. EL., 0 SEE PLAN 0N N U NOTES: IL 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS DIAGONAL BARS BUILDING TO (2)-BARS @EACH FACE OF (2)#5 BARS AT EACH OVERHANG Revisions WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF FOUNDATION 2" No. Date Description SIZE, SEE NOTE 1 (TYP.) SLAB DESIGNED BY OTHERS 1 --/--/-- ---- 2 --/--/-- ---- ISOLATED FOOTING SCHEDULE NOTES: STONE VENEER AND FLASHING 4 BEARING CAPACITY OFSOI L=2000 PSF 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL BY OTHERS CALLOLIT ALLOWABLE SIZE THICKNESS REINFORCEMENT ADD ITONAL I NFO. REINFORCING.AT SLABS USE#5 BARS. AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS BUILDING CONNECTED TO 5,a°,. 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAYBE USED AT =� s FOUNDATION AS PER 2/S200 Designed B F-2.0 8.0 KIPS 2`-O" 2`-0" 1`-O" (3)-f#5 (3}-##5 CIRCULAR OPENINGS 12"AND LARGER. SII-?Ill II z 9 Y RWA F-3.0 24 5 3`-6" 3`-6"' 1'-0" (3)-##5 (3)-#5 VERTICAL REINF. Drawn By : RWA 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL F-4.0 32.0 KIPS 4°-0" 4`-O" V-4" (6)-45 (12)-45 DRAWINGS. „ AS PER 2/S200 Checked By : AA z 0-2 SHELF F-5.0 50 KIPS 5`-0" 5'-O" 1'-6" (8)-#5 (8)-#5 0 • ...; .: p NOTE. (3)-#5 CONT OVER Date : 04/21/2021 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER OPENING 2" CLR. CALCULATIONS ARE REQUIRED. f- AND TO EXEND Scale AS NOTED p 2'-0" ON WITHER Of 2) MINIMUM BASEPLATE SIZE IS TO B 1`-0"x1`-0"X314". SIDE OF OPENING z 0 ih Ss200 4 TYPICAL FOOTING DETAIL S 5 TYPICAL SLAB WALL PENETRATION DETAIL S 200 TYPICAL CONCRETE BEAM DETAIL S-200 SCALE: NTS SCALE: NTS SCALE: 314"= 1'-0" Sheet# Y`° DiLandro Andrews n91nee rIng 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroengineering.com Professional Seal BLOCKING PANELS WEB STIFFENERS REQ'D MAY BE REQUIRED WITH OF NEW BLOCKING 2X_STUD 1 EACH SIDE AT 63W ,tQ��NS_N )_0 PANEL WALL AT PLATE NAIL- 16D (32") BOX PLATE NAIL - 16D (32") BOX SHEAR WALLS ABOVE OR r � 16" AT 12" ON-CENTER AT 12" ON-CENTER BELOW-SEE DETAIL 131 o`er ON-CENTER ° y M w LOAD BEARING OR SHEAR WALL ABOVE FLOOR PANEL NAIL - 813 (22") FLOOR PANEL NAIL -8D (22") (MUST STACK OVER WALL BELOW) Fp Og7201 �5S COMMON AT 6" ON-CENTER COMMON AT 6" ON-CENTER A9�FESSIONP\, 14"TRUS JOIST 1"OR 14" PANELING RIM BOARD TRUS JOIST Al RIM BOARD* 2X4 MINIMUM SQUASH BLOCKS B3 B3W INTERMEDIATE BEARING 12" TOE NAIL - 10D (3") BOX TOE NAIL- 10D(3") BOX NO LOAD BEARING WALL ABOVE MIN. AT 6" ON-CENTER AT 6" ON-CENTER / LOAD BEARING OR SHEAR WALL ABOVE BOUNDARY NAILING B1 B1 I (MUST STACK OVER WALL BELOW - ") COMMON REMOVE TONGUE AND GROOVE \ / 1 � WHEN PRESENT) 8D (22 FROM FLOOR PANEL EDGES �s BLOCKING AT 4" ON-CENTER* WEB STIFFENERS � �� INSTALL PROPER BLOCKING SUPPORTED BY 1" E-RIM®TO REQUIRED EACH SIDE r PANEL TO SUPPORT ALL PANEL ENSURE QUALITY NAILING. AT B1 W AND B2W EDGES f *CONVENTIONAL CONSTRUCTION CODE A3.4 *SEE TRUS JOIST FRAMER'S POCKET GUIDE 1: � �A3 A3.1 A3.2 A3.3 MINIMUM FOR USE WITH A3 ONLY. SEE B2 B2 \ -- END OF JOISTS J FOR ADDITIONAL INSTALLATION TRUS JOIST FRAMER'S POCKET GUIDE FOR AT CENTERLINE Q SPECIFICATIONS. A3.1-A3.3 INSTALLATION SPECIFICATIONS. OF SUPPORT TJI® RIM JOIST W A2 MUST HAVE 11" MINIMUM JOIST BEARING AT ENDS B4 (D z OPTION #1: TJI®JOIST BLOCKING WITH END BLOCKS INSTALLED AT 1 JOIST SPAN LOCATIONS USING TWO 8D (22") NAIL THROUGH 2X_, WOOD BACKER AND APPLY SUBFLOOR BOX NAILS OR22" SCREWS, TYPICAL LOAD FROM BLOCKING TJI® JOIST WEB WITH 2 ROWS 1 O ADHESIVE TO ALL CONTACT U_ PANEL (3") COMMON NAILS AT 6"ON-CENTER, SURFACES ABOVE J CLINCHED. USE 16D (31") NAILS WITH FILLER BLOCK: ATTACH WITH TEN 10D (3") Q 32"TJI®JOIST FLANGEiADTHS. BOX NAILS, CLINCHED. USE TEN 16D (312") U BOX NAILS FROM EACH SIDE W!T!-;31" gQP /- TJI®JOIST FLANGE WIDTHS. USE FIFTEENO�S� %s" \ W NAILS WITH TJI®JOIST DEPTHS &PPPATER ti3J P�• — _j THAN 16". �– WEB STIFFENERS ' f— _.1:�,4CKER BLOCK: INSTALL TIGHT \ f REQUIRED IF SIDES OF TO TOP FLANGE (TIGHT TO HANGER DO NOT BOTTOM FLANGE WITH FACE OPTION #2: LATERALLY SUPPORT AT MOUNT HANGERS)' ATTACH 2X STRAPPING INSTALLED • ,,p' LEAST 8" OF TJI®JOIST TOP WITH „ AT 1 JOIST SPAN LOCATIONS 2X4 MINIMUM FLOANGE FLANGE CLINCHED 10D (3ED WHEN POSSIBLE.) BOX NAILS, USING TWO 22" SCREWS PER SQUASH WOOD 00 ER �� VO HANGER JOIST BLOCKS Gill BACKER BLOCK N2�,���, � IJ��F O��' FACE MOUNT BOTH SIDES OF OPTION #3: HANGER USE 2X4 MINIMUM SQUASH BLOCKS Ln WEB WITH SINGLE DIRECTLY APPLIED CEILING S TO TRANSFER LOAD AROUND TJI® M TJh JOIST JOIST 4� WHEN SPECIFIED ON THE LAYOUT, ONE W W H 1 H2 PB1 OR MORE OF THE THREE BRACING z F1 OPTIONS SHOWN MUST BE INSTALLED zJ W z Q 0� W TRUS JOIST RIM BOARD STRAP PER CODE IF TOP L) m D OR BLOCKING FOR PLATE IS NOT LATERAL. SUPPORT CONTINUOUS OVER HEADER VERIFY PARALLAM® PSL OR Q O TIMBERSTRAND® LSL COLUMN z = _ CAPACITY AND BEAM Q (� BEARING LENGTH. w J O I-- �� O SEE CURRENT i / .• �� TRUS JOIST 0 O i TOP FLANGE i . LITERATURE. a z N U HANGER 0 a PARALL.AM® PSL OR FACE MOUNT Revisions TIMBERSTRAND® No. Date DescriptionLSL HANGER TYPICAL TJI DETAILS COLUMN 1 2 BEARING FOR DOOR BEAM TO BEAM BEARING AT SCALE: NTS L1 BEARING AT WALL L2 OR WINDOW HEADER L3 CONNECTION L4 CONCRETE WALL L5 BEARING AT COLUMN 4 5 SEE CURRENT TRUS JOIST PROTECT UNTREATED WOOD FROM LITERATURE FOR FRAMING DIRECT CONTACT WITH CONCRETE `' CONNECTORS Designed By : RWA Drawn By : RWA Checked By : AA Date : 04/21/2021 Scale AS NOTED S �400 Sheet# CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION ALTERNATE SIDES OF POST FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CONNECT TOPS OF DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS q .., DiLandron WOOD POST,SEE PLAN _gin,, , ROOF FRAMING CONNECT ROOF POST TO FOR SIZE RAFTERS ON Andrews A RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER �=--�-------�` E n 0 i n c�e r i n 0 AND LOCATION OPPOSITE SIDE OF 1/2"0 A307 THRU-BOLT ( ) POST/STUD BLOCKING RIDGE W/SIMPSON - (3)8d PER JOIST W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED BELOW W/CS16 SW LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP 158 County Rd. 39, Suite 10 COIL RAP p SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Southampton, N.Y.11968 ROOF RAFTER AND ROOF : QUANTITY COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE Office: (631)259-3959 of SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END Info@DiLandroengineering.com Z SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. PLAN FOR SIZE DWGS. FOR PITCHROOF RAFTERS TO RIDGE A 1/2"f?1 A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER Professional Seal WASHERS @ 16"O.C.W/ FACE NAIL (2)@ EACH END (3)16d PER RAFTER BLOCKING TO MATCH WALL FRAMING WOOD POST ABOVE TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOTYO CONNECT CRIPPLE TO 2x BLOCKING TOP PLATES LAPS AT CORNERS AND INTERSECTIONS, 4 16d EACH SIDE �P NENRy - MULTI-MEMBER CONNECTION FACE NAILED ) 24"O.C. HEADER WITH SIMPSONBETWEEN RAFTERS STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES p O MTS30 TWIST STRAP 1% DETAIL TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 2 C9 m BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT ~ tW STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT J CONNECT RAFTERS TO TOP S301 � CONNECT HEADER/BEAM SCALE: NTS DOUBLE TOP PLATES END NAILED (2)16d OF WALL W/SIMPSON TS12 12"o.c. Fp 0972p'I ee v TO POST/JACK AND KING TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END Ai9 P� STUD W/SIMSON STRONG JOINTS,FACE NAIL IN LAPPED AREA (8)16d OFESS�QN ���ISON STRONG TIE HHUS TIE HH HEADER HANGER BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE I=ACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS LVL GIRDER APPLICATION FACEMOUNT HANGER FOR CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE NOTES: FLOOR FRAMING ALL STRAPS WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST INDICATED ARE SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH END TYPICAL, BLOCKING TO JOIST,TOE NAILED 2 gd EACH END UNLESS OTHERWISE LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED (3)16d EACH BLOCK NOTED ON PLAN LEDGER STRIP TO BEAM FACE-NAILED 16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d PER JOIST SEE PLANS FOR HEADER BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SIZE AND LOCATIONSEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O..C. ` TYPICAL WOOD BEAM/ POST TYPICAL GIRDER TO CS-3CSTRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL GIRDER/ JOIST DETAIL I0 SCALE: NTS S-300 SCALE: NTS S-300 SCALE: NTS SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SEE SCHEDULE WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE — DOWNS AT ALL AT ALL SHEAR WALL END SCHEDULE SCHEDULE SHEAR WALL POSTS, SEE SCHEDULE END POSTS, SEE ANCHOR HOLD DOWN co SCHEDULE TO THE TOP FLANGE —� SHEATHING PANEL EDGE SHEATHING PANEL EDGE ° OF STEEL BEAM W/ NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SHEAR WALL END POST, ° Q "A". SEE SCHEDULE "A". SEE Srl-iEDULE SEE SCHEDULE THREADED ROD W CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE II MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO THREADED ROD II CONNECTING II rnn MATCH FLOOR JOIST DEPTH � V HOLD DOWNS II z SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND THROUGH FLOOR NAIL BOTTOM AND SHEATHING SPACING SPACING SEE SCHEDULE II TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING PATTERN "B"SEE SCHEDULE TO BLOCKING PER NAILING LL1 SHEATHING PANEL EDGE PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE 9� NAILING PER NAILING PATTERN NAILING PIER NAILING PATTERN o "A"SEE SCHEDULE "A"SEE SC!�F7ULE STEEL BEAM, SEE PLAN � U_ SIMPSON HOLD DOWNS AT ALL SECTION ASECTION B SHEAR WELL END POSTS, SEE SHEAR WALL END POST, SHEAR WALL END POST, SEE SCHEDULE SEE SCHEDULE AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. � ALL SHEAR WALL END NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE o A BLOCKING PER NAILING ° BLOCKING PER NAILING PATTERN "B"ON SCHEDULE (2)-2x TOP PATTERN"B"ON SCHEDULE co (2)-2x TOP SOLID LVL SOLID LVL 0) LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING W BETWEEN I-JOISTS BE%, EEN I-JOISTS U z r -TREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR, SEE SIMPSON HOLD DOWNS SHEAR WALL END POST, W J Z DOWNS THROUGH FLOOR, SEE SCHEDULE SHEAR WALL END POST, AT ALL SHEARWALL END SCHEDULE SIMPSON A34 FRAMING SIMPSON A34 FRAMING SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE Q W ANCHOR, PROVIDE (2)- ANCHOR, PROVIDE (2)- O ANCHOR HOLD DOWN WITH PSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° ANCHORS PER LVL BLOCKING LVL BEAM, SEE PLAN SIMPSON HOLD m rn o A WALL END POSTS, SEE SCHEDULE B (3)-PLY MIN. ° THREADED ROD THROUGH W �/ WALL END POSTS, SEE SCHEDULE FMIDDLE PLY OF LVL BEAM DOWNS AT 0/ Li._ V ° ALL SHEARWALL Q O SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE END POSTS, SEE . , z 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN SCHEDULE U J O PANEL EDGES "A"ON SCHEDULE "A" ON SCHEDULE SHEAR WALL END POST WALL SHEATHING DRILL AND EPDXY W O SHEAR WALL END POST, WALL SHEATHING IF O � O SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE _PAC. _I,SEE SCHEDULE ANCHOR RCDS � z N U SIMPSON HOLD DOWNS SIMPSON HOLD DOWNS AT FOUNDATION P.T.SILL,SEE NOTE 4 AT HOLD DOWNS P.T. SILL, SEE NOTE 4 AT ALL SHEAR WALL END UPI SCHEDULE 1/4"x 5"x 5"STEEL AT ALL SHEAR WALL END ON SCHEDULE LEVEL, SEE G POSTS, SEE SCHEDULE ° POSTS, SEE SCHEDULE PLATE RECESSED TOP OF FDN.WALL OR TOP OF FDN.WALL OR INTO LVL BEAM SCHEDULE Revisions 11r'ivNCH SLAB No. Date Description HAUNCH SLAB � ,s P • DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE 1 ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FOUNDATION LEVEL 2 AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT FND. LEVEL, SEE SCHEDULE L SILL TO TOP OF FND. FOUNDATION WALL FOUNDATION WALL NI,ALL OR HAUNCH 3 OR HAUNCH SLAB WALL OR HAUNCH � OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 4 5 TYPICAL SHEAR WALL DETAIL TYPICAL SHEAR WALL DETAIL TYPICAL HOLDOWN eS-31PERPENDICULAR TO JOISTS PARALLEL TO JOISTS CONNECTION DETAILS6 7 Designed By : RWA 0 SCALE: NTS SCALE: NTS -300V SCALE: NTS Drawn By : RWA Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 04/21/2021 THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK ANCHORAGE OF P.T. SILL SHEATHING PANEL DRILLED IN END POST SCREWS A. AT SECOND FLOOR SHEAL WALLS, PROVIDE A MATCHING HOEDOWN AT THE TOP OF THE Scale AS NOTED LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ 2x BOT.AND FLOOR ANCHOR TO AND EPDXY SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED /SOLID WOOD OF THE INDICATED DIAMETER. STUDS TO H BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) B.AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH 2X BLOCKINNGG DEPTH MIN. A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED TYP. i"0x12" LONG ANCHOR (10)-SDS 1/4x2 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. EXTERIOR 1/2" N BOLTS AT 4'-0"o.c. 8d AT 6" O.C. 16d AT 6"O.C. HDU5-SDS2.5 5/8" 0 ATR 10" 1/2/(2)-2x WALL 8 EXTERIOR WALL SCHEDULE AND NOTES S �401 S-301 SCALE: NTS Sheet#