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HomeMy WebLinkAbout48497-Z �Qguffo� Town of Southold 4/6/2024 aO Gy."c P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45101 Date: 4/6/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3520 Old North Rd, Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-25.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/21/2022 pursuant to which Building Permit No. 48497 dated 11/16/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Which this certificate is issued is: _J accessory garage as applied for. The certificate is issued to Prussen,Roseann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48497 3/31/2023 PLUMBERS CERTIFICATION DATED 0 Autho iz ign tore TOWN OF SOUTHOLD �gUEEDI�COGy �o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48497 Date: 11/16/2022 Permission is hereby granted to: Prussen, Roseann 3 Vidoni Dr Mount Sinai, NY 11766 To: construct accessory garage as applied for. At premises located at: 3520 Old North Rd, Southold SCTM #473889 Sec/Block/Lot# 55.-2-25.1 Pursuant to application dated 9/21/2022 and approved by the Building Inspector. To expire on 5117/2024. Fees: ACCESSORY $388.00 CO-ACCESSORY BUILDING $50.00 Total: $43 8.00 Buil ing for OF SOUr��! h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 QIyCOUNV+�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roseann Prussen Address: 3520 Old North Rd city:Southold st: NY zip: 11971 Building Permit#: 48497 Section: 55 Block: 2 Lot: 25.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: SJC Electric License No: 63785ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 4' LED-2, 2x2- 12, Mini Split w/ 1 Blower Head Notes: Finished Garage Inspector Signature: Date: March 31, 2023 p 9 S. Devlin-Cert Electrical Compliance Form �����o�aOF SOUTH°6 TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/US RR- ZWG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I ( ?-0 INSPECTOR �o��OF SOUTyo� L4 Pv ,Lt ct "7 727J , J 0/(�(,—/, a,/A # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: rw'A-m it dlC DATE INSPECTOR ho��oeSo�lyo�o �I 7 3.5so m1� N ti # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1602 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE v INSPECTOR OF S0Uly0� f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING IV FINAL G 6"Ale, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I Coda-, DATE �' INSPECTOR JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER December 19, 2022 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: Prussen Residence 3520 Old North Road Southold,NY 11971 TM.No.: 1000-55-2-25.1 Building PermitNo.: 48497 . To whom it may concern, This correspondence is to inform you that I, Jeff A. Zahn, field inspected and certify that the 8" poured.concrete foundation wall on an 8"x16" continuous concrete footing for the detached garage has been installed in strict conformance to our construction documents. . The concrete foundation is'a minimum 3'-0" below grade with the specified revb. Refer to attached photos. Should you have any,questions or concerns please feel free to contact me. D. V). A. tuly yours, �? � - Je ahn, AIA: IS! 0 � � CPrussen; File 215:ROANOKE AVENUE -RIVERHEAD,.N:Y.-1.1901. 631;727.0544 .FAX: 631:727.'5335, � w A �yk - r Ea JEFF A. ZAHN, AI.ApR _ 3 2024 - ! ARCHITECT-PLANNER March 7, 2024 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: Prussen Residence 3520 Old North Road Southold,NY 11971 TM,No.: 1000-55-2-25.1 Building Permit No.: 48497 To whom it may concern, This correspondence is to'infonn you that I, Jeff A. Zahn, field inspected and'certify -38. that R-13 fiberglass insulation has been installed:in the .exterior walls and R fiberglass insulation has been installed in the ceiling in the. detached garage at the above, rioted location. The insulation' provided .and installed meets the.requirements of the 2020 Residential Code of New York State and the 2020 New York State Energy Code. Should you have any questions or concerns please feel free to contact me. Very.truly yours, ED A � Jeff A. ahn, AIA � Cc: A. Prussen; File F N 215 ROANOKE AVENUE n.RIVERHEAD, N.Y. 11901 is 631.727.0544.m FAX:.631.72.7.5335 "--. + .•� dfSy'�w. ��?^1�� y.�l +t��Y y.• i t l�.. •i .�`M + a r�� 'n�`r i'1 01 N x F. Ii si•� �;� x x, ""f a`'�. /��, Y a 1.�'rn ! ��,p , $S,Y 1 �i,i � — r `. n yt gut, wL+uaW nttYEs��-�+�r+�rl.. -�•.`tr l,' �'...-9Z •..�!'.•^ ll" 'bS't ti.; '` �, V �A 1. t m _.F"•' 61k, .�. •�d'°�ate'' s� y .r��>;: :3 Form being installed for footing with two (2)#5 horizontal rebar. �'�` ,` �`•a rid w�� ,,� Y.. " r z 194 4 .�W�tr Vic. _ /• .�" .. ', ✓r � t �,;y���.:J�1 it .� JY.{�/,� .. • Two rows of#5 rebar in footing. g 215 ROANOKE AVENUE ■ RIVERHEAD, N.Y. 11901 ■ 631.727.0544 ■ FAX: 631.727.5335 e 1 M y Poured footing with#5 vertical rebar at 48"o.c. .'f r T ..b. w Foundation backfilled. 215 ROANOKE AVENUE ■ RIVERHEAD, N.Y. 11901 ■ 631.727.0544 ■ FAX: 631.727.5335 FIELD INSPECTION REPORT I DATE COMME S AW �v FOUNDATION (1ST) ------------------------------------ o �. cs C FOUNDATION (2ND) co� Q O � tton ROUGH FRAMING& Q y PLUMBING 74 o � � r INSULATION PER N.Y. STATE ENERGY CODE O 2 SS C Cad FINAL ADDITIONAL COMMENTS �/ • 3 •a� Cyr rc 'at � ro o z x d b H TOWN OF:SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(63,1)765-9502 hns://ww`v:southoldtownn.�. ov' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only7 PERMIT NO. 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'.��,o-t�1r: ���c�,r.6� ,r ,I.tn., ,t!L''+trnt+, 1 ' .dr.t,,.fl'k'tt^!_t ,., :",T_u,..,tf"i'c;✓,k:,.". ,.1"•:,,kl'i...,,ar..'.,`rrt+3•.ir.b.rd+..,. .t,rk•>o. h,..,vi,+a><t:,,,ft';�,,Yrt F...ri Name: SCTM#1000- r %:_ , t Project Address: Phone#: —GAL A p e�: a Email: TP v j I �G+-vas COI o Mailing'Address:' CONTACT PERSON: Name: Mailing Address: _S_ rr_ Phone'#: s1.^ � . Email: .v .__�',. (( i#'1 ,.t:y^ '',;",1^) +i,.,L'fr~` ._-.,'lk'b%•. ,' .f" •:j;it: - i'ry•. .i'i tli;';, ;in'tl,h''r:j;!�', �;;'`r{ .fit�'% ,t. ,31: if',.. RE NrP,ROFESSIONAL'•INFORMATION: ;" t .+u ,.F�,.,,a�• Name: Mailing Address: � EFCv0� _ ?_ Qo Phone.- f 31� �L _ Email: ..ati ..a• :4; V;t ''-� 'i t'..I':.R,, ,�.t, .tt,, ..j q'J,'9';•r' tv, ,'7'i: '1"''v'' ,6.'.f' ,i''a .:,tV l 1 G •'b'•P (' d.., wa^N" ,r!' i". u'r�' '<#!`�:,.re.M1�J•:.I:, :, te. I ;It .v 16! .t s 'i..'' -.ti r!%',•ff':' ,,vra ,•h't�:, t.a••q.r, I;tea. {r";',�;1r,,, .1r.,7t'.Ih u.b• ti rlti'?t 1' '>:1"%„t �a.,', •t. ,:y,,�n,, ,>.:y ,S••t. ,GB•"�1ltr� ,tl,,n#'.6r'{„ 717b.tt t,��11�•.•rtl'':'f' ?.}%°n. •,j,•,:", 'CONTRACTOR INFORIVIATIOIV. , ', ,'i,; ',3 !', ;q' „p +:`+�-' '4'., �1;,:�`,t. +'k•,, 't„ .t;'i. , •t' tr .,i.•. •.:�. r..:,. t,l)� .YF Y.• "rl ,ib,..I.n'„,i 5+ Name: Mailing Address: Phone#r Email: r�xuy ,ttY�M}�;�ar'V % '+�5�,�:mrva'�„',,r..:',�.ari''dn'+: �,;r,::z",. ..p, '. .,n; w-�',yr•cr,,>,, -tace;•�', t 'r n:;, ,t ,r. ,, nr• ° .. DESCRtPT1.0 OF OPOSEDCONSTFtUCTONht� 14 ; r . New'Structur ElAdditi'ori, 'DAlteration, DRepair ODemolition' Estimated Cost`of'Pro*ect: Dothet W'illthe°lot'6'ei re=graded? Yes. a Will excess fill.be removed from premises? Yes' &go ` INFORMATION' Existing use of property: �&z- Intended use of property_ ����1166-t-rlA- Zone or use district in which premises is situated: Are there any covenants�nd restrictions With respect to this property? ❑Yes L1No IF YES, PROVIDE A COPY. l] Check Box�Afthr Readln „rhWo ner contr ctor desi nJ .rofessiorial,is e5 onsibie`fq�.all;' Kairi' send"stor' waterissuesras; '"r"o'vided'b Chapter 236 of the Town-Code.''APPLICATION IS HEREBY MAD'tlo the Building'Department-for;ttie isspari a of a;BuildingPermit putsuant;to'the;Building Zone' Yp y , a S 1 f Bi" c , Ordinance of the Townrof Southold,Suffolk,County;,New York and'other applicable Laws;Ordinances or Regulations,for the construction of buildings,, additions,,alteietl6ni or for remobal or'demolition as herein'described.The:applicant agree's toF2omply�witti all,'applicable'laws; rdinances;•�iuilding code, -.', r r,,';,a...',,,., , housing code and regulations aodtto'adrriit.'a"uthor""d inspectori�oh Iiiemises and:in builiiing(s),for;n�cessary inspections.False statem_enits,made;herein are` a tl .e ,t,, .lf;' 'iifG,(,'i�+'., unishab a s"a Clas4 A mis em anor. � rsuant'to section'210:45 of the New YorkSfate P P Application Submitted (print name): � � �� , �I]Authoriied Agent_I�'Owner Signature of Applicant: �✓ ._. Date:. STATE OF NEW YORK').Alk .. COUNTY OF ) Rose-on '/ Ros.5cn being:duly sworn,deposes and says that(s)he is the applicant (Name of individua)signing'contract)above named, (S)he is the (Contractor,Agent,Corporate Officer-,etc:). of said.owner'or owners,and is duly authoried to.perform or have.performed the'said work and:to make and:file this appl)catioIt that all state'ments'contained:iri this,application aed-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 5e Notary Public AVINASH A.ADVANI. Notary Public,State of Newyork No:.01AD6412007 . PROPERTY'OWNER AUTHORIZATION Qualified(n Suffolk County Commission Expires December 14,2024. (Where the applicant is not the owner) . . residing at do hereby authorize.; to'apply on,; .to theT6 n 0 .Southold Building'-Department for approval'as deSc'Hbe'd'herein'. -OwneYS Signature'< Date` Print.Owner,s Namme BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Li JAN 1 2023 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 BUI60 iNb UEFA: Telephone (631) 765-1802 - FAX (631) 765-9502 TOWW OFSOItTHOLO APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION.(All Information Required) Date: 1/3/2023 Company Name: SJC Electric Electrician's Name: Salvatore Calamita• License No.: ME-63785 Elec. email,salcalamita@gmail.com Elec. Phone No: 516 299-0592 ❑I request an'email copy of Certificate of Compliance Elec. Address.: 450 Randall Road Ridge, NY 11961 JOB SITE INFORMATION (All Information Required) Name: Prussen Address: 3520 Old North Road Cross Street: I/ Phone No.: 631 356-3967 Bldg.Permit#: 48497 email:anthonyprussen@yahoo.com Tax.Map---District:. 1000 Section: S � Block: � Lot: a ; BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring for new detatched garage Square Footage: 1700 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In [],Final Do you need a Temp Certificate?: ❑ YES F&/] 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 2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address: Switches( l - Outlets I GFI's f Surface Sconces �( 1 r HH's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: { Comments Q� Town Hall Annex Telephone(631) 765-1802 54375 Main Road Fax(631)76579502 P.O.Box 1179 ; Southold,NY 11971-0959 BUILDING DEPARTMENT. NOTICE...OF_-UTILIZATION.OF TRUSS.TYPE'.=C.ONSTRUC'P116K PRE EN�GIN_ EERED ._.. '-- - WOOD CONSTRUCTION`ANDIOR TIMSER--CONSTRUCTION Date:: . Owner:.__ �rIT Hntl _ '� _ sL��l-fl►i__ ri'rt�ss�a - - p rty:,r-:--.-.:..:3.S2o ®�_t?._-�1nR'�r�t:._R�p.�--. -.. --- - .. Location of Pro ,e Please take notice that the (check applicable line): �'. New commercial;or residential structure,. Addition to existing..commercial or residential structure 'Rehabilitation to�an. existing comrnercial..or'residential*structure to be constructed or.performed at the subject property reference above will utilize (check.applicable-line): Truss type construction(TT) . :_ Pre-engineered.-wood construction (PW)' Timber construction (TC) in .the following locations) (check applicable line):' floor framing; including girders and beams (F) Roof framing (R) -Floor and roof framing (FIR), Signature;;' Yi ,,��_.__ -_.L - -- Name (person submitting this form);: -, Capacity:( eck:applicable.line): Owner Owner representative.. . . TrussRegl5,.docx Effective 1/1/2015 . SUFI=OLK ea. HEAA0w f31 Rt. #t ' 01/ ►L: H:S. W `. PRO l� r• Y . ' I 'VE A-L � „ =.t f St'At' M [!I '' E s �. A 1. 1 . E H.AM . -' .. r -- - .—. ' . W` G P�TE D1S OSALTHE W� TERSUPFLY AN3 S� WLSY$T£MS FOR THIS RESIDENCE I U- HOLD CONFORM TO THE $TA,Nt�ARpS OF THE r' �'F' r 4 i SUFFOLK CO. DEPT. OF HEALTH SERVICES. C (S) A ;LICANT ' SUFFOLK COUNTY DEPT. OF HEALTI- 35� SERVICES — F.OR APPROVAL OF ,, r 30''�;'.."'�"'....-�-°' - /,%�_. /; �` ..,•_• �' � � CONSTRUCTION,ONLY DATE: H. S. REF. NO.: APPROVED: - 3 k� I SUFFOLK CO. TAX MAP DESIGNATION: F. DIST. SECT. BLOCK PCL. 30 OWNERS ADDRESS: Ub 6 or addition .. i ,I:" y °(!t:":ic g>9f1+Pv i5.7 t+„^.ic`1E+Ci5�of / tea- ;.(�. -,i• .;,w �j., i 1 R` L_L.'.��Ay _ a.;ii0.^. F±r:(a n`Vie S;c`ff York fSY<^<t4 �. Al o" " r{ . d tceion not�t�ari - • :s. aed Meet oe F al'+'resit.he b iriisie . tQ be 3 Vila tfUL':iL'Si/_•:` . Guarante irL Aicat3d heraQn es sh�i{I �`f or iy iQ,the;e•:rsori toi whom the su is gresuarg.;arsi Qr9.his zcf 5i?to i i. ..i •� ... •' ti,, e `�•-^ t6tE®sorn:. yd.;ijosernmeiiial a;erc Si , ?711{' fistedtiarRain.eri to the a si�i�ees'�1'the landing i rre ha Guaiarirozs nQt trdl14ei i Yiiu iotKe ar sum vo s�alicioroa! rs+3 E' :3 SE54L:: vk WT _ w: .� ° fry � ;.'AINIa i /+'' �Ci` MEAN:44 EA ?.� "; :. �..i,. .'w �� .- -.�.,.�....�..'..'a�.�-.•.�.:.......-�+.,.._y:. � 44� _ R.O,?Ef fOtC VAN TUYL.,:.PiC.. <.; � _ <S 20a� C N9 D`LAND.�11 GkLjNPQRT NF �tORK ^Ta:iEhYIVE'C)Sti� NBi344 - ?.40. T FND A�fNo pp 0 �a NPUP ��pA� o .S MST R 71e00", ti S� ROAD M 300.00, M UP O COIy O MB POST B,g METERO APRON POST M LIGHT FN L D POLE x IL cn w 0 N Mh N/F RANDAZZO LIGHT POLE /tq! STEPS WA = WALL_. �p v WAu Q Z Q y 73? �N�NG wPO, r AC p „o Two h 2.0 ACO STpRy VL x,--e—x---,c—:- RES�oENo f STEPS 4 . 1 41 N/F °' BORN x oFCk q STEPS PERGOLA �i WALK Gp1E STEPS ASPHALT DRIVEWAY Q PROPANE % z C) X GATE S. k 74 cgTFMP xY RpoRT 'S o U � o Z POLE >!\LIGH PAVERS + \x_ RE <; PIT + M x LIGHT +GATE POLE LIGHT POLE O w CM FND 19 w c N v- DO eN PduQ N CM■ N 71 ,. e FND 1.8S S� 1.6'W 00 s� ?s.e 121.79. N CM FND 0.9'S O.1'E N/F BORN CERTIFIED TO: SUFFOLK COUNTY TAX MAP • STAKE O PIPE DIST. SEC. BLK. LOT UTILITY ■MONUMENT 1000 55 02 25.1 POLE VOLLMUTH & BRUSH N.Y.S. Lic. No. 049697 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ENGINEERING & LAND SURVEYING SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE NEW YORK MAP 0 LAND LOCATED AT 200 BLUE POINT AVENUE a`\%IIII IIIII,/ STATE BOUNDARY LAW. BLUE POINT, N.Y. 11715 `�� �E OF NF �i� ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL OR INKED STAMP ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. U (OI) 363-2683 �� .(P •'•"'••. ; - , CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ,. `� GJ /•'�pRGE 6...• Q ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED S 0 U T H 0 L D FAX: (631) 363-2062 ` C� GH BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE © esl 1986 EMAIL gsorgeOvollbruah.com + * S CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING REVISIONS: * = INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. w .• A THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. TOWN OF SOUTHOLD COUNTY OF SUFFOLK �m2� �:•��`THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, BUILDING ADDITIONS OR ANY OTHER STATE OF NEW YORK �i/�O:4969T• 'J�� CONSTRUCTION OR PLANTING AND SHOULD THEREFORE NOT BE USED FOR SUCH PURPOSES. `q Date S7le: Job No. ''III 12-12-22 1"=3O' 22057 GAR T. BRUSH,P.L.S. as V1 APPROVED AS NOTEDC 0 S -41L 11L C AIL JL 0 -11 DOC V -.A-L- -ILI L S n 7f DATE: B.Q.# NJ�L�Lr U�o �L�Lf1JLI�g ( 1o�oL to FY BUILD;,;; �R tV"NT AT -1F02 8 V 7 ' '� FOR THE �� P(D1K@)D0 &WIEMB19 -LOWIN DO NOT PROCEED WITH aod1RNa;��� ,:�,;s: �a109 afEM W@aa ° °� D -k C D [:aUI'bDATION - it":;) h-OUIRED FRAMING UNTIL SURVEY' 9 3T-F2T-@06M Op POU13E-D i-::' CRE E OF FOUNDATION LOCATION JL 0 11 L -.L JIL -1L uss 1: ^OUGH - FR/,.,1M1, ' S PLUMEING HAS BEEN APPROVED. n !LATiON 12M Leo MUST COMPLE.-E CCNSTRUCTi'r,- ;7Hr,LL MEET THE I;EQUiREMENTS OF THE CODES OF NEW YOPK STATE. NOT RESPONSIBLE FOR GA -�L AG DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF L NEW YORK STATE & TOWN CODES ' 43 AS REQUIRED AND CONDITIONS OF O� 0� B AR mO Sv' _. ,: ��'tiu,V i tF�JSTEES / EXIST. ------- "— a 2'1�3MC 13 o A5PHALT DRIVEWAY OCCUPANCY OR All exterior lighting q-20-22 ISSUED FOR PERMITS Installed,replaced or AND GONSTRUGTION. USE IS`UNLAWFUL repaired hall conform � WITHOUT CERTIFICATE to Chapter 172 OF OCCUPANCY of the Town Cody q RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. OS�D� ELECTRICAL INSPECTION REM O / 8" DIAMETER m4 EX15T. WALK EXIST. q' DEEP —�� \ TRUSSPLACARDt'�CE�EC�ulRCD EXI5T. MA50NR POOL Y 1 I STORY WALK 6" SDR FRAME HOUSE 0 EXIST. DECK PROPOSED 7205.E / GARAGE o r w Q in/ U < �i2° 2g140 1�RA I NAeE i�E51 N G 1 TER I A: O N co 2(O I. RUNOFF GOEFFICIENT5: w T— N120 2CV40"N PAVEMENT = 1.00 H _ ROOF = 1.00 �-- 3C1 0,03 LANDSCAPE= 0.20 $LAWN 2. PROVIDE 5rORACE FOR 3" RAINFALL w O ROOF DRAINAGE CALCULATIONS: I. ROOF DRAINAGE AREA: w ���,� I gg5.50 5.F. ROOF x .25 xi0056 = 248.88 G.F. 517EI�j �- I 2. DRIVEWAY DRAINAGE AREA: SGA1 I"=30' I-7ci7 S.F, GRAVEL X 25 X .20 = 8q.,55 G.F. Lfi O 3. TOTAL DRAINAOE AREA! N I N�7 NOTES: ROOF 4 GRAVEL DRIVEWAY = 338.73 G.F. a m u ZO _ o � 1. PERMITTED SQUARE FOOTAGE SHALL NOT EXGEED 3% OF TOTAL AREA OF PARCEL: USE (1) V DIA. X q' DEEP STORM POOL oa O W/ OPEu CRATE. E— AREA= 4.3738 Ac;RES/ Ig0,522.72 S.F. °O = 380.16 G.F. Ig0,52232 5.F.x396 = 5,715.68 S.F. ALLOWED 2,g34.60 S.F. PROPOSED @) b 0 D -Ndg2k.. 0 R F!h- .A-6- -41 a � a 2. PERMITTED DORMER WIDTH = 50g6' OF THE ROOF WIDTH: ROOF WIDTH = 42'-5" x 50% = 33'-II" MAX DORMER ACTUAL DORMER WIDTH = 33'-5' (78.3q%) 2231 9S 0 0 D W Y 9, 7 @MP GNU L C2o PR.DWG JEGT5-2231 T-IAGGE550R%r 15U I Ln I NC 5TRUGTURE5 LOT 51 ZE MAXIMUM PROP05ED MINIMUM FIROP05ED PROPOSED HEIGHT HEIGHT SIDE a REAR S I DE YARD REAR YARD SEPTEMBER 209 2022 I N I N X 80,000 22' 21'--7" 25' 30, 2-7' O\/ER DWG. INITIAL LATEST ISSUANCE -T NO. DRAWING TITLE 155UANGE REV1510N NO. $ DATE T-I TITLE SHEET $ 51TE PLAN q-20-22 r A-I SCHEDULES, NOTES $ DETAIL5 q-20-22 ALLOWA35LE 50UARE FOOTAer= A-2 FLOOR PLAN, FOUNDATION PLAN $ NOTES q-20-22 LOTS OVER 60,000 Ei.F. NO AGGES5ORY BUILDING A-3 ELEVATIONS $ SECTIONS q-20-22 SHALL EXGEED 3% Of: THE TOTAL 51ZE OF PARGEL "IBaEC4 aooa I o 6 TABLE 5.1 FASTENER SCHEDULE FOR. 5NGTURAL MEM5ER5 A+��/� I {�`II O N®7 5 " JOINT DESCRIPTION NUMBER AND TYPE OF NAIL SPACING I I I �L s i ^t FA5TENER ROOD rRAMING I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLA5 FIR-LARGH Rafter to To Plate Toe-nailecl 3-e0 per rafter STRUCTURAL GRADE NO. 2 OR BETTER. Gellincl Joist to Top Plate Toe-nolle 3-ed --per 1015t 2. ALL EXTERIOR FRAMING TO BE STRUGTURAL GRADE GGA TREATED LUMBER. Gelltn Joist to Parallel Rafter Face-mile 4-I6d eac la 3. ALL 5HEATHIN& TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THIGKNE55. Gellinq Joist Lops over Partitions Face-nailed 4-Ibd each la Collor Tie to Rafter Face-mile 4-ed per tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL GORNER5 TO BE NAILED ® 4" 0. 5IMP50N L5TA 30-1,56A. E31ockinci to Rafter Toe-nailed 2-ad each end ALONG ED5E5 $ 6 O.G. IN FIELD W/ SOLID BLKG. UNDER ALL 5EAM5. RIDGE STRAPS AT EA. Rim Board to Rafter End-nolled 2-Ibd each end 4. U5E 50LID BLOGKIN6 OR X- BRAGING BETWEEN ALL JOISTS o 8'-0" MAX. 5PAG1 2" x W RR ® 1611 O.G. RAFTER. 5. PROVIDE DOUBLE FRAMING UNDER ALL P05T5 d PARALLEL PARTITIONS. WALL t=RAMING 6. ALL FLUSH HP. CONNECTIONS TO BE FA5TENED W/ RATED &ALV. METAL OR /-\ LaG3C�G]�4CC�4 To Plate to To Plate Face-nalled 2-I6d per foot CONNECTORS BY 51MP5ON (OR EQUAL). TYP. ROOFING Top Plate at Intersections Toe-nailed 4-I6d Joints - each side Stud to Stud ace-nalled Ibd 24" o.c. I" MIN. AIR SPACE 2"x4" COLLAR TIES AT Header to Header ace-nailed 2-Ibd Ib' o.c. alonged es I I ® " " / 1�g OMIE& Io1 ABOVE fNsuL. I6 o.G. � DowN �o���a�Q�9 ��� To Bo ttom ottom Plate to Stud End-nalled 2-Ibd per 2x4 stud BETWEEN RIDGE AND 6NJ�°lJ C5!J o�c'J'4747 3-I6d per 2x6 stud CEILING J015T5. 4-Ibd per 2x8 stud WINDOW5 / 5L. GL. DOOR5 A5 MANUF. BY ANDER5EN 5TORMWATGH W/ 1/2" G.W.B. /� n Bottom Plate to Floor Joist,Band ;Ist,End olst or Blockin ace-nalled - per foot IN5UL. &LASS, IMPACT RE515TANT d DE51ON PRESSURE RATED A5 REG2'D + + + + MILE BY CODE OR U5E: 5TRUCTURAL PANELS FOR STORM PROTECTION- + + FLOOR FRAMING „ PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/I6 THICK. R-2 L. SHEATHING Joist to Sill, To Plate or birder Toe-nailed 4-ed per oist INCLUDE ATTACHMENT HARDWARE: (OPTI jJA� Grid t to Joist Toe-nolle 2-ed each end 2 1/2" NO.e HP. 50REW5 ® 16" O.G. F/ 5PAN5 LE55 OR EQUAL 4 \ q ' +�' '.P " •"', Blockingto Joist Toe-nailed 2-ed each end ® loll D.G. F/ 5PAN5 BETWEEN 4 4 6 FEET, I ION Blockin to 5111 or To Plate Toe-nalled - each block AND @ 12" O.G. F/ 5PAN5 BETWEEN 6 4 8 FEET. Led er 5trip to Beam Face-natle 3-Ibd eac loist Joist on Leder to Beam Toe-nailed 3-ed per oist Band Joist to Joist End-nailed 3-I6d per oist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Sill or Top Plate Toe-nailed 2-Ibdper Joist WITH OWNER. a ROOF SHEATHING OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUGT. F Structural Panels ed b" Cdcle /b" field PANEL5. PREDRILL HOLES F/ HARDWARE, PROV. PLA5TIG IN5ERT5 TO PROTECT FROM WEATHER, ETC. (VERIFY DETAILS) IT Yfz. I 5UL . RAfT� Dia oral Board 5heothin I"x6" a or I xe" 2-ed per support = _ I"xIO" or wider 3-edIper support CEILING SHEATHING sum Hollboord 15d coolers 1" Cdcle / loll field C L i M A 7 IC., O ®O A H IC, T WALL SHEATHING I I T I e Structural Panels ed 6" edge 12 field Fiberboard Panels 25/ bd 3" edge, /b" field 25/32" 80 3" ede /b" field AMERICAN FORESTR AND PAVE A550GIATION (AF$PA) �UUIJ�o WOOD FRAME GON5TRUGTION MANUAL FOR 6VQ5Un1 Wallboard 5d coolers 7" ed e / 10" field ONE AND TWO- FAMILY DWELLIN55. (2015 EDITION) DOUBLE TOP PLATE q-20-22 ISSUED FOR PERMITS Hardboard 8d 6' ed a 12 field AND CONSTRUCTION. Particleboard Panels ad b" ed e / 12" field Dia onal Board 5heathin 1"x6" or I"xe" 2-ed per support &ROUND 5NOW LOAD 30 P5F I"x10" or wider 3-90 per su ort FLOOR SHEATHING WIND SPEED SOUTHOLD 130 MPH (3 SECOND GUST) WIND EXP05URE GATE60RY B ( SUBURBAN SEMI-WOODED) MAINTAIN I" CLEAR HEADER Structural Panels FOR VENTILATION. I" or less ed b" ed e / 12" field 5E15MIG DE516N GATEGORY C rester than I" IOd b ed e b to NOTCH RR F/ FULL HE16HT Dia onal Board 5heathin WEATHERING AREA SEVERE SHEATHING I"xb" or 1"x&' - per supportSTUD x or wide - per support ICE SHIELD YES ROOF SHINGLES FR05T LINE DEPTH 3-O HEADER TO STUD: bale. stl., min. 12 go. shank w/ a min. 3/b" dfa. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY JACK STUD BY 51MP50N L5TA21 CONNECTOR Asphalt roof shingles through the roofing materials and a min. of 5/4" Into roof sheathing and shall roofingmanufacturer and provide, no less than 4 fasteners per stripshingle. DECAY AREA 5LIGHT TO MODERATE W/ I6-IOD FASTENERS R-301 UL. 1 Nailing requirements are based on wall sheathing nailed b" on center at the panel edge. if wall sheathing Is nailed WINTER DE516N TEMP II 3" on center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINDOW SILL TYP. ROOF. TIES: PLATE 2When wall sheathing Is continuous over connected members, the tabulated number of nails shall be permitted to be ® -RE�I C N®7 51MPSON "H7Z" I'-4" reduced to I-I6d nail per foot. I I CONNECTORS ® 16" O.G. STUD TO PLATE: R302.q Wall and ceiling finishes not including trim, door, and window frames shall have U.N.O. 51MP50N "HDU5" UPLIFT a flame-spread classification of not greater than 200, Wall and ceiling finishes shall CONNECTOR w/ " DIA. have a smoke-developed index of not greater than 450. TYPIGAL AT GORNERS R302.14 Combustible Insu►ation shall be separated a minimum of 3 inches from OF BUILDING AND AT �I I L �I ® recessed lighting fixtures, fan motors, and other heat-producing devices or BOTTOM PLATE ENDS OF 5HEARWALL5. I I a separated In accordance with the conditions stipulated in the fixtures listing. t� Recessed lighting installed in the building thermal envelope shall meet the 1. All work shall comply with the 2020 International Restdentlal Gode for one and requirements of Section NI102.4.5 two family dwellings, the .2015 Wood Frame Construction Manual and the A5GE-1-05. R30& blazing at hazardous locations shall have glazing protection In conformance �,/ //�� //�� ��{ I/� Contractor shall coordinate any and all inspections as required to obtain certificate with r305. In general, glazing in all doors and fixed side panels, 6lazings less than T l F I CAL r-RA "I 1 IV6J r;�E-TA I L of occupancy on behalf of the owner. bO" above surfaces of tubs showers, etc. 6lazing within 24" arc of doors to closed 2. All work shall comply with the New York State Energy Conservation Gode. See I,�I I /� IAI I �I G note 5. position with sills less than 60 above floor. blazings over q square feet and less TY�', ®®F Y �4 C.aJ. l�T Y`i�LL ®FEN I I�t�J n All efectrtc work shall comply with the National Electrlce Gode. Electrician shall than W' above finished floor. 6lazing near stairways/landings. See complete text of obtain fire underwriters certificcate for all electric work and shall submit to owner. R30b.4. blazing for spectflcs on locations and exceptions. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, R305.6 Skylights and sloped glazing shalt comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. Gable Jacks, etc. with owner as required for the full installation and satisfaction of owners requirements and code compliance and shall provide same. R30cl Garage opening protection and separation required to be as noted and to Architect is not responsible for electrical designs for this project in any capacity. conformance with R30cl. Garage floor surfaces shall be sloped to facilitate the 4. All plumbing work shall comply with the National Plumbing Gode and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing installations including but not limited to fixtures, trim, accessories, etc. and requlrements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear (� service and domestic hot water. Architect is not responsible for any plumbing systems opening of 53 square feet. 24" minimum clear opening height, 20" minimum clear W in any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site plan and shall coordinate all inspections required for approval V of same. And surveys indicating final tank locations shall be by owners surveyor. FINAL, IN5TALLED 5TAIRWAY5, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL 0 Contractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RE5PEGTIVE CODE 5EGTION5. ARCHITECT 15 NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RE5PON51BLE FOR THESE INSTALLATIONS. and Building Gode and Energy Gode. Contractor shall review all mechanical systems W with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R311.7 Stairways shall not be less than 36 inches in clear width at all points above the air, etc) including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not I� �-- heating or air conditioning systems in any capacity. project more than 4.5 Inches on either sideof the stairway and the minimum clear 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, tu proceed with any of the work. shall not be less than 31.5 inches where a handrail is installed on one side and 27 TYP. ANCHOR BOLT: W O Z Q 7. All site work incivdincl sanitary system, utilities, easements. setbacks, elevations, inches where handrails are provided on both sides. The maximum riser height shall be 5/e"DIA. 45" O.G. TYP. HOLDDOWN5: drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the e.25" and the minimum tread depth shall be cl" in conformance with R314.2. Minimum COORDINATE PLACEMENT OR W owners surveyor. The Architect is not responsible for site designs of any type in any headroom b'-8'. All stairs shalt be provided with Illumination in accordance with W/HOLD DOWN BOLT5. VERIFY 4Y5D53 5GREW5 (OPT) AND TEXTENDED capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair BQLT TYPE,EMSEDMENT,REBAR We," BOLT FROM END WALL &. All work shall be. performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. the type of work being performed. All contractors shall maintain liability insurance and ETC. BEFORE GONSTRUGTION (SEE FND. PLAN FOR LOGATINS) W 0 workers compensation insurance in connection with all work being performed in R311.1.8 Handrails having a minimum and maximum heights of 34 Inches and 38 inches, 1-4" x I8 GAUGE STEEL I-J" x 18 GAUGE STEEL (- project. respectively, measured vertically from the nosing of the treads shall be provided on GOLIED STRAP WRAPPED GOLIED STRAP WRAPPED Z q. All materials, systems, equipment, fixtures, etc. shall be installed in strict at least one side of stairways. All required handrolls shall be continuous the full UNDER SILL AND OVER UNDER SILL AND OVER compliance with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser EACH STUD W/ 12" MIN. EAGH STUD W/ 12" MIN. O � LU including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be I STUD BEARING. NO. G518 I STUD BEARING. NO. G50 (� 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate in newel posts or safety terminals. Handrails adjacent to _ z_ BY 51MP50N c _ BY 51MP50N ^ r period of two years. a wall shall have a spce of not less than IS Inches (3emm) between the wall and the I O y 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 - o for construction means, methods, techniques, sequences, or procedures, or for safety inches minimum to 2-5/8 inches maximum. Edge radius of I/8". programs in connection with the work or for acts or omissions of the contractor, I I pO v subcontractors or any person performing any of the work, or for the failure of any of R512 &vords are to be a minimum of 36 inches (cil4mm) in height. Open sides of stairs them to carry out the work in accordance with the intent of the contract documents in with a total rise of more than 30 Inches above the floor or grade below shall have that said responslbtlty 15 the sole responsibility of the contractor. 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and guards (each side) not less than 34 inches in height measured vertically from the I approved by owner. nosing of the treads. (Second story guards are recommended to be higher) TYP. FND, / FTC. GRADE TYP. FND. / FT&. ZO 13. All interior finishes Including but not limited to walls, flooring, tile, etc. shall be R314 Single and multiple-station smoke alarms shall be, installed in each sleeping ° ° GRADE 0 reviewed with and approved by owner. room, outside of each separate sleeping area in the immediate vicinity of the EXP. JT. d ° PITCH FINAL &RADE EXP. JT. d °. °L ~ 14. All miscellaneous interior items including but not limited to doors, trim, fireplaces. bedroom, on each additional storyof the dwelling, including basements. The alarm a closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and 9 9 AWAY FROM WALLS TYP. PITCH FINAL &BADE approved by owner. devices shall be Interconnected in such a manner that the activation of one alarm will 4" 3500 P51 GONG. 5LA AWAY FROM WALLS TYP. 15. Where existin walls, posts etc. are removed it is the res onsibilit of the activate all of the alarms in the individual unit. The alarm shall be, clearly audible in all _ - g I p y bedrooms over backround noise levels with all intervening doors closed. All smoke I'd. z contractor to provide temporary support, shoring, bracing, etc. as required. a: • �, Q • r p�De���4#° alarms shall be listed and installed in accordance with the provisions of this code m � °: rn � 2231 and the household firewarning equipment provisions of NFPA72. 2"x4" 2„x4„ R315 Carbon monoxide alarms shall be, installed outside each separate sleeping area KEYWAY- a. ;a KEYWAY- a. ;a @ F2) PROJECT5-2231 in the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located ° within a bedroom or its attached bathroom, a carbon monoxide alarm shall be, 8 11x16 installed within the bedroom. Carbon monoxide alarms shall be listed in accordance FOOTIN LIVE DEAD with UL 2034 and UL 217, o e DGOMO M#°° 30 10 RQQF ; SNOW LOAD, R7027 A vapor retarder are required on the interior side of frame walls 1n Climate PER :12 PITCH Zones 5, (5, 1, b and Marine 4 with the exception of basement walls and below grade 40 10 DEGK5 / PORGHE5 portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS R807.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 5LEEPIN6 ROOMS exceed 30 square feet and have a vertical height of 30 Inches or greater. The l\ a 20 10 ATTIG5 WITH 5TORA&E rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30-inch minimum 10 10 ATTIG5 WITHOUT STORAGE unobstructed headroom to the attic space shall be provided at some point above the access opening. See tton M1305.1.3 for access requirements where mechanical In a OU T I ON TO 1�I I GONN GT i O equipment is located 1n attic. RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced as required in this chapter and the applicable provisions of Chapters 3, 4, and 6 with 2 Of 4 applicable clearances to combustibles and firestopping. REMOYAl. NOTES: LE C E N:� I. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY VEGETATION, TREES, DRIVEWAY, HARD5GAPE5 ETG. THAT 15 NEGE55ARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE NEW &" GMU WALL W/ #5 REBAR ® RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING I I I 1 i I 32" O.G. FOUNDATION WALL CONDITIONS THAT INTERFERES WITH THE CONSTRUCTION OF NEW WORK. 2. ALL MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY dmvl� Q° Fammo 30'-0" NEW 2X4 WOOD 5TUD5 0 16" O.G. DISPOSED OF. 6'-0" q'-O" q'-O" V-O" W/ �" PLYWD. 5HEATHIN5 GYP. PROVIDE R-15 BATT IN5UL. 4 213 QOme m@m&e W/Mr1]U19 O O O GYP. BD, (OPTIONAL). nowt QH[RQDa 9 mw m f":OUN�ATION NOTC-S: LINE OF BOUARE 1OOTAC E N07E5: FND./ FTO.: /� n 8" THICK P.G FND. WALL w/TYP. ANCHOR BOLTS, ON CONTINUOUS 16"w. x ��Q�0 FOUNDATION WALL - 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 36" BELOW GRADE - ON O DETACHED GARAGE: O UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TON PER 5.F. BRO. 1z FLOOR AREA: =672 S.F. CAPACITY. OPT. REBAR: 2-#5 BAR5, HORIZONTAL - CONTINUOUS AT •r : ,-Y.>' 3. `•'. TOP 4 80TTOM OF WALL AND/OR IN FTC. w/ MIN. 3" COVER. 0 51LL/TYP. ANGHOR BOLTS: 2-2"x 6" (or 1-2x6 MIN) PRE55URE-PRE5ERVATIVE-TREATED (PPT) SILL m PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REQ'D,) OVER TERMITE w I,� SHIELD AND SILL SEALER w/ /8°dfa. ANCHOR BOLTS (7"MIN. EMBEDMENT ►V v PROPOSED I N�®w 5C F-PUL AND 3"SQUARE WASHERS) ® 36"o.c. 4 2&"o.c. WITHIN & FT. OF CORNERS ' Q OAR,AOE N LE AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE :_� f jo 2 J PLACEMENT w/HOLD-DOWN BOLTS A5 REQ'D. TO CONNECT TO 'r 'z FA-1 `� f 720 S.F. o w ANDERSEN SHEARWALL STUD BRACKETS. (SEE DETAILS). � D_ MARK QTY. ROUGH OPENING E-SERIES _ 51LL/WALL TIF5: m' O O REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MP50N G520, ¢' A TW21042 6 3-O�' x4-4 (2 9 " - ry 0 Ga e), I i/4 STEEL STRAP TIES � I6 oc (AT EA. STUD w/MIN. 8- 8d NAILS, EA. END) WRAPPED UNDER 4 UP IN51DE FACE OF SILL, GUT TO ,_PROVIDE PULL DOWN HOLD DONN E30LT DETAIL) ���[�❑ INSULATED H.M. ATTIC STAIR 51MILAR TO TYP. ANCHOR BOLT, EXCEPT 5PAGED AS REGV. TO ENTRY DOOR W./CITE BY THERMATRON OR ------------------------- -------------------------- WINDOW NOTES: ANCHOR SHEARWALL SEGMENTS. (SEE 57ND. DETAILS). CONTRACTORS EQUIVALENT A5 I. ALL BOTTOM OF WINDOW HEADERS SHALL BE MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO q-20-22 ISSUED FOR SELECTED BY OWNER i i i i V-W AFF UNLESS NOTED OTHERWISE. INSURE ALIGNMENT OF BOLTS 4 5TUD BRACKETS. OPTION: (INSTEAD PERMITS 4 GON5TRUGTION OF HD2A'S 4 BOLTS): USE STRAP TIE HOLDOWN, 51MP5ON 5THDI0 A 2. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO EMBEDED IN FND. WALL 4 EXTENDED UP OUT5IDE FACE OF WALL AS ORDERING. REQV. [5EE FLOOR PLAN FOR 5HEARWALL 5E6MENT51. 3. CONTRACTOR SHALL COORDINATE AND VERIFY GONGRETE: ALL ROUGH WINDOW OPENINGS AS PER ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (25 DAY) 10'-0" X V-0" i - MANUFACTURES SPECIFICATIONS WITHOUT 5TREN6TH OF 3000 PSI, EXCEPT U5E 3500 PSI, FOR ALL EXTERIOR O i i i OVERHEAD DOOR TO EXCEPTION. i O U5E5; INCLUDING GARAGE SLAB, ETC. i � BE 5ELECTFD BY i *� OWNER (TYPICAL 2) i * INDIGATE5 E67RE55 WINDOW OCNG ETE NOTES: I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-qq; CONCRETE 5LA135 SHALL BE 3500 P51 STONE CONCRETE; ALL 4'-0" 10.-0.. 2'-0" 10'-0" W-O" EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. 5LA55 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. 30'-0" 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE INTERMEDIATE GRADE NEW BILLET STEEL GONFORMING TO A5TM A4515 GRADE 60. 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON- SGf�LE: CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 OTHERWI5E NOTED. DETAILING OF ALL REINFORCEMENT SHALL BE IN ACCORDANCE WITH AGI SP-66. (88) 3 NOTES: 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE -3 I. FASTEN KING 5TUD TO WALLS UNLE55 OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND HEADER W/ (6) 16D SINKERS. OPENING; HOOK ENDS. 2. FASTEN TOP PLATE TO 6. PROVIDE 5LEEVE5 AND BOX OUT FOR OPENIN55 FOR HEADER W/ TWO ROWS OF MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 18D SINKER NAILS AT 3" O.G. TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. 30-O NP• 3. WOOD STRUCTURAL PANEL - - - - - - SHALL MIN. 6 GDX FRAM I N07 NOTE: : - - - - - - PLYWD. 5 SHEATHINING. y:, ,:..,,::.:.-:..:ti:`. ,.:.;.,.:,•:�.; ,.: .z,''..':: .:,'. :�:. ; ::r. ::�. 4. PROVIDE TENSION STRAP lfl PER TABLE 602.10.6.4 (ON 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS Lu T - 8" P.G FOUNDATION WALL MIN 12'-0" FINISHED WIDTH OF OPENING OPPOSITE 51DE OF FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. 36" BELOW GRADE W/ #5 SHEATHING. 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I. 5/W MIN. W REBAR ® 32" O.G. ON THICKNESS OR AS NOTED. Z GONTINUOU5 FT6. PROVIDE " x 3. ALL 5U13FLOORING TO BE APA RATED 5TURD-I-FLOOR. 16" AB ® 4'-0" O.G. REFER TO O EXPOSURE i. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO _ DWG. A-I FOR DETAILS. � � � � � Z • •ri i•i •(2) 13/4"X I I -1/8" LVL HEADER BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD W T_ < '•r: I I I I •�•� �•� • n - • i•i i•i • SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL (� Z FASTEN SHEATHING TO HEADER W/ SD TYPICAL PORTAL FRAME HEADERS SHALL BE A MINIMUM OF 2-2X& OR AS SHOWN ON W Q COMMON OR GALVANIZED BOX NAILS 0 CONSTRUCTION DRAWINGS. IN 3 GRID PATTERN A5 SHOWN. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND Q • FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ &'-0" O.G. (� J Q 4" 4000 P.5.1. P.G. SLAB W/ I 6 4000 P.5.1. P.G. SLAB W/ ��" I HEADER TO JACK STUD STRAP PER PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS. +--� Z EXPANSION AND CONTROL EXPANSION AND CONTROL p R602.10.6.4 ON BOTH 51DE5 OF 6. DOUBLE FRAMING AROUND OPENIN55(5kyIIghte,,stairs etc.) OR AS -� JOINT5 PER GODE W/ 6X6 10/10 I WWMJOINTREIPNFR 0�6 M VAPOR 1O I _ )< = x OPENING OPP051TE 51DE OF IF NEEDED, PANEL SPLICE NOTED ON DRAWINGS. V) Q WWM REINF. ON 6 MIL VAPOR �y Q N SHEATHING.BARRIER UNDER SLAB7 BARRIER UNDER 5LAB OY_ Q EDGES SHALL OCCUR OVER 1. DOUBLE UP FRAMING ON ALL P05T5 AND PARALLEL PARTITIONS V) AND BE NAILED TO COMMON OR AS NOTED ON DRAWINGS. 0 O - Z O - O MIN. DBL. 2 x4 FRAMING COVERED BLOGKINO WITHIN THE MIDDLE 8. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED WITH WITH MIN. 7/16" THK. PLYWD. 24" OF THE PORTAL LEG N __l DROP T.O.W. I ( N O RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR ^^ � -8 TYP. AT DAMP PROOF ALL - 5TRUGTURAL PANEL SHEATHING WITH HEIGHT. ONE ROW OF 3" O.G. APPROVED EQUAL. CL Y WALLS BELOW 8D COMMON OR GALVANIZED BOX NAILING IS REG'D IN EACH (� r ( ALL DOOR LOCATIONS I I .`. I GRADE TYPICAL NAILS AT 3" O.G. IN ALL FRAMING PANEL EDGE. cf. PLYWOOD SHEATHING TO BE NAILED WITH BD ® 4" O.G. O 6 (5TUDS AND SILLS) AS SHOWN. EXTERIOR EDGE5 AND 6D @ 12 O.G. INTERMEDIATE. 00 O lo 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND CID m MIN. LENGTH OF PANEL PER TABLE STUD WITH GALVANIZED HURRICANE TYPE W CONNECTORS BY G� - R602.10.5 "SIMPSON" OR APPROVED EQUAL. i I I - 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI a ZO p1 DROP T.O W. 8 MIN. (2) I/2 DIA. ANCHOR BOLTS 5ERIE5 WOOD-I-SEAMS AND LVL PRODUCTS OR EQUAL. ALL TYP. AT ALL I ^� I INSTALLED PER SECTION R403.1.6 WITH Go m • DOOR LO ATIONS 2" x 2" x 3/16" PLATE WASHER JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING a I •; � - � - STIFFENERS INSTALLED AS PER MANUFACTURERS ANCHOR BOLTS PER RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL •. . . ,.:•, • �.: .: ';::;': .�r;.;;;.; ;;;:;I "�I 4y 5EGTION R403.1.6 ,y Ii LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL 223 - - 47�• 4.d , • i�.� �� RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLIN67, 3'-10 I/2" 10'-3" I'-q" 10'-3" 3'-10 1/2" ii;• : ' �4 1� .'.ii 5TORA5E, AND ERECTION OF COMPONENTS SHALL BE AS PER m : a d..; J.... .'. M.O. M.O. r. :. d ;a;s•, , MANUFACTURERS RECOMMENDATIONS. ° PROJECTS-2231 3O-O„ a •�•'p. '• '• .' 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. �Q� ����° MACHINE BOLTS ® 12" O.G. A-2.DWG 13. PROVIDE FIRESTOPPIN6 AT ALL LEVEL PENETRATIONS. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGIN6 NOT TO EXCEED ®UNTI ®NN 3 AORTAL FRAME OARAOE BOOR OFN I N5 ROOFINCS NOTES: 2 SCALE: )SCALE: 1/2" = I'-O" I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY TIMBERLINE, COLOR TO MATCH EX15T. ON 30 LB. FELT AND 3/4" GDX. PLYWOOD. 2. PROVIDE GRADE ICE 4 WATER SHIELD AT LOWER 36" OF ALL SLOPED ROOF AREAS AND AT ALL VALLEYS. BMEEC4 ao°o 5 of 4 RIDGE VENT - - -- --__-_----.-_-__-- --- ---- - - 30 YR. ARCHITECTURAL __ ----- ------ — -- ASPHALT 5HIN5LE BY RIDGE GERTAINTEED. COLOR 40 YR VENT TO BE 5ELEGTED BY ARGHITEGTURAL ----- ----- - - -----_---- - OWNER. RIDGE HT ROOF 5HINGLE5 2x10 ---- -- -- - --— — -I�------- -"-- 21'-(1" RIDGE ----- --- -- ----- -- --- -- SHEATHING wl/r30 BEAM e�CSC G L . �G°QGil�l9 Q°�oQo - --------- ----------- —-- -------- - - 2"x8" FACIA LB FELT L1°.MM U if L,C U WRAPPED IN _ _ �il� G30OLaU]OO C3G QNI�MM[ - ALUM. 12 _ -- -------- ----------------- __----- ---_-_----------- 2x8 R.R. G3��IC�G3C;ICLQD91�7 fl ° 0 41 6 16" O.G. 16" O.G. PROVIDEU�L CONTINUOUS VENTED VINYL SOFFIT Q 2"x6" HD. FA5GIA T.O. WALL i PROVIDE WHITE 5-2 AFF `O WRAPPED IN ALUM. ALUMINUM LEADER 4 11 PROVIDE " STORM DRAIN PLYWOOD 5UBFLOOR _r —� PROVIDE BOARD 4 N 4" VINYL CORNER TRIM BATTEN SIDING AS T.O. 5TORAGE LOFT SELECTED BY 2'-Z " AFF OWNER. T.O. WALL 14" PRI 60 FLANGE BY GEORGA PAGIFIG @ 16" O.G. _011'-4 " AFF 2X4 WOOD FRAME WALL ® 16" O.G. W/ 1/2" PLYWOOD $ RAPE ( I I TYVEK WRAP AND BOARD 4 BATTEN nn nn / — T.O. OHD (2) 2X10 HDR.� DOOR TRACK � - - - - - - - - - - - - - - - - - (2) 1-3/4" XII-g" BRAGING - T.O. WINDOW q-20-22 ISSUED FOR PERMITS AS PER MANUAL F 7'-4" AFF. GONSTRUGTION. \ / I LVL 2.OE 5PEGIFI6ATION5 N N � 10'X&" OHP d DOOR AS ----- -- ------- 30 YR. ARCHITECTURAL 5ELEGTEDSY - -- -- - - __ ---------- - ---- -- -- ASPHALT SHINGLE B --- ------ --- ----- GERTAINTEED. COLOR OWNER TO BE SELECTED BY - OWNER. ___.------____-- -_--- - --- - --------- --- ^- -- - LINE OF TOP OF (2) 2X6 SILL PLATE --- - ---- ------ -------- -------- W/ TERMITE SHIELD T.O. FOUND. FOUNDATION - - 2"xW FAGIA O-12 AFF. --- --- — -- --------_-__—__-- -- ----- WRAPPED IN ALUM. _4�7-0. GONG 5LA: Oi ORA DE a f. 8" 3500 P51 P.G. 44 FOUNDATION WALL MIN 36" PROVIDE HAUNGH @ O BELOW GRADE ON DROPPED WALLS AT 4 5500 P.5.1. P.G. SLAB W/ PROVIDE " / , m GONTINUOU5 FTC. PROVIDE " PROVIDE DOORS TYP. EXPAN51ON AND GONTROL EXP. JOINT CONTINUOUS VENTED x 16" AB ® 4'-O" O.G. REFER �•'�° ; VINYL SOFFIT '� JOINTS PER GODE W/ 6X6 TO DWG. A-1 FOR DETAILS. 10/10 WWM REINF. ON 6 MIL VAPOR BARRIER UNDER PROVIDE WHITE SLAB ALUMINUM LEADER 4 STORM DRAIN 4" VINYL CORNER—j PROVIDE VINYL ( � TRIM SIDING AS SELECTED OO O BY OWNER. T`I'FIGAL NOTES: J EXT. WALL: EATHINO; 1/2" MIN. COX E 2'` o Il PLY HOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 51DING/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). W V < - - - - - - - - - - - - - - - - - ROOFING: nnO// ARGHITEGTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (AS SELECTED (REAR) BY OWNER) OVER I5 LB. FELT 4 3/4" MIN. GDX PLYWD. SHEATHING. USE 6Z ®� I ® NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. =RiDSE FROM ALL ROOF EDGES/BREAKS. ALL FA5TENER5 4 FLASHING TO BE SCALE: 1/4" = 1'-0" veNT VENT CORROSION RESISTANT. v W Q � W ^ 30 YR. ARCHITECTURAL 30 YR. ARCHITECTURAL ROOF TIES: � � � PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. - &d NAILS, EACH ASPHALT SHINGLE OR TO BE el- OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO �t GERTAINTEED. COLOR TO BE SE ECTED BY ASPHALT SHINGLE OWNOR WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR ~J (\ —I SELECTED BY OWNER. CONNECTION OF TIES. 12 12 REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER (� (- LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ I--� Q CO - 51MP50N G520 STRAPS @ 16"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. �J ^f (SEE STANDARD DETAILS, DWG. 1). ` V N > SILLMALL TIES: a m cv W REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N 65220, U) ALUMINUM GUTTER I ALUMINUM GUTTER 20 GAGE STEEL STRAPS 0I6 o.c., GUT TO LENGTH A5 REQ D. FOR 7-8d OI TO BE SLEGTED BY TO BE 5LECTED BY NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF O OWNER OWNER WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) °❑ HEADER: MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 O WALL5/PARTITION5, UNLE55 NOTED OTHERWISE (U.N.0). SPANS OF d 6'-O" AND OVER;SUPPORT w/ DBL. STUDS, cl'-O" AND OVER;SUPPORT [� 4" CORNER BOARD BY < 4" CORNER BOARD BY w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) a v GERTIANTEED OR GERTIANTEED OR FROM HDR. TO JAGK STUDS AT EXTERIOR WALLS SUPPORTING ROOF ?ROVIDE DOL& EQUAL EQUAL STRUCTURE. 'UNG WINDOW ,NDER50N OR 3-O X 6 8' IN5UL. H.M. pQO���a4#o bUAL ENTRY DOOR W/ LITE FASCIA/ SOFFIT: 2251 BY THERMA-TRU OR I"x6" FASCIA w/ 2"x 5UB-FA5CIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ O O O EQUAL CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT, PROVIDE VINYL PROVIDE SIDING VER5ATEX TRIMBOARD (or equal) AND/OR T4G WOOD TRIM AS SELECTED. (��e p� ����o PROJEGT5-2231 AS SELECTED BY AS SELECTED BY INCLUDE GUTTER5 4 LEADERS, AS APPROVED BY OWNER. A-3.DWG OWNER. OWNER. SUB-FLOOR: 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EPOE5 OVER SOLID BLOGKING, GLUE E ERAVE 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMING. - (VERIFY 5PEGIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). RIM BOARD: _ AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM _ — BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5; USE V4" RIM BOARD. `— ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER JST) UNDER ALL BEARING PARTITIONS 4 POSTS. A57 L Y A7I ON 4 of 4 SCALE: 1/4" = I'-O" �Lf'LI��� ma