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HomeMy WebLinkAbout45602-Z o�S��Fotk G Town of Southold 8/5/2023 P.O.Box 1179 cm co x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44419 Date: 8/5/2023 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 4280 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-9.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2020 pursuant to which Building Permit No. 45602 dated 12/23/2020 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: "as built"alterations to existing seasonal farm labor building as applied for. The certificate is issued to 01de Road Farm LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45602 4/5/2023 PLUMBERS CERTIFICATION DATED 5/5/2023 A V%khCqumane 0 V Aut oriz dg ature TOWN OF SOUTHOLD �o �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • ��u 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#: 45602 Date: 12/23/2020 1 Permission is hereby granted to: \ Peconic Land Trust PO BOX 1776 Southampton, NY 11969 To: legalize "as built" alterations to an existing seasonal farm labor building as applied for. At premises located at: 4280 Youngs Ave., Southold SCTM #473889 Sec/Block/Lot# 55.-2-9.4 Pursuant to application dated 12/7/2020 and approved by the Building Inspector. To expire on 6/24/2022. Fees: FARM BUILDING ALTERATIONS $300.00 CO- ERATION DWELLIN $50.00 Total: $350.00 Building Inspec o Of SOUryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin(c-D-town.southold.ny.us Southold,NY 11971-0959 COUffm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Olde Road Farm LLC Address: 4280 Youngs Ave city:Southold' st NY zip: 11971 Building Permit#: 45602 Section: 55 Block: 2 Lot: 9.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Scharadin Electric License No: 3540ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven Notes: Renovation Cottage Inspector Signature: w Date: April 5, 2023 S.Devlin-Cert Electrical Compliance Form �oM�6F Town Hall Annex Telephone(631)765-1802 54375 Main Road : Fax(631)765-9502 f P.O.Boa 1179 +, ' Southold,NY 11971-0959 BUnDING DEPARTMENT TOWN OF OUTHOLU ' Jl _I AUG - 2 2023 BUILDING DEPT. 3 _ CE�, .I� FrC T.ro.N T01 °°a'.: �COTe+E.� Date. 154!5 15 f Z.0 z 3Building Permit No. 454 b?- Owner. -rcz&c5 H u&WA.P•E' (Pie=Print) plumber.. ai6A1• (Please print) I eortify that the solder used in the water supply system contains less than 2l10 of 1% lead. � I (Plumbers Signature) Sworn to before me this day of 11ky20'L PIQTR KULESZA NOTARY PUBLIC-STATE OF NEW YORK E el ted InNauM 6m lesionras 1 Notary bli , � � v �aOP 50Ulyo V .Z yoV V * # TOWN OF SOUTHOLD BUILDING DE `ycourm N�' 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 REMARKS: 4 DATE ' � ,%� INSPECTOR �( I �'1 J�o��OF SObjyo6 TOWN OF SOUTHOLD BUILDING DEPT. `y�ouim 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND. [XFINAL SULATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ., �rlk4-& 6l&2MTeA-- W—Qoip_&rte :. . _ �j (�G��3C.r.-s .SCI,��►'� Cir; �2�'C�(s��c—.� zC� s -G�r �RoF�Jssz�v�u �E t1? Ta DATE 'Yy INSPECTOR to OF 50UTyo� L} c a � T �j # * TOWN OF SOUTHOLD BUILDING EPT. �o • io 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 [ tt] RENTAL REMARKS: �C7 02 g L7 0c-Ae In�crB n ��c DATE INSPECTOR ho�aOF SOUTyo� ���� `� � # # TOWN F f'O'UTHOLD BUILDING EPT. �`ycourme�' 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: DATE INSPECTOR PLN%C-111HITECT MARK SCHWARTZ &ASSOCIATES28495 \-lain Road• PO Bnx 033•C titcho-me. NY 11935 - - - -- --- 631.734.4-185 %%-N% .nnksarchitcct.coIII July 31,2023 AUG - 2 2023 Southold Town Building Pepartment 54375 Main Road BTJI-I TDTTXTG DEPT. Southold,New York 11971 TID -7- Re: Murnane property-alterations to cottage 4280 Youngs Avenue Southold,NY Permit#45602 To whom it may concern, I have been on site to review the as-built conditions for the aforementioned project. The framing, rough plumbing,insulation have been constructed as per plans and to the best of my knowledge,meet or exceed NYS code. Please call this office with any questions you may have. Sincerely, Mark Schwartz 2 • • FOUNDATION(ZP MUMBIN STATE ENM�PY •D ME DIVAN � r i ,SIV r ®C® • p d 9 � -----� i ■ TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 bt(ps://www.southoldtownnygov For Office Use Only Date Received PERMIT NO. �� Building Inspector Applications and forms must be filled out in their entirety.Incomplete applications DEC - 7 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPLICATION FOR.BUILDING PERMIT Date: OWNER(S)OF PROPERTY: Name: Gl Tax Map#:SCTM#1000- Physical Address: p G(l iJ - All �'(f U — Phone#: � Email:� -- (� �- Mailing Address: CONTACT-PERSON: Name: Q0 M Horz6\141,J6 Mailing Address: Phone#: & _ 5 3 3 . n l� Email: S DESIGN_PROFESSIONAL INFORMATION: Name: Aj2v, 'G !itJ Mailing Address: PO 00l4 237 L17-CH-0-6u Phone#: '- Email: ¢ 1 �S > ks r �t� �c� © t&7 �rne•tvt CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION - ❑New Structure ❑Addition Alteration Repair ❑Demolition Estimated Cost of Project: ;tother A 5 ~ 0�O 1—� $ Will the lot be re-graded? ❑Yes, o Will excess fill be removed from pyem' s? ❑Yes ❑No PROPERTY INFORMATION Existing use of property: Intended use of property: v Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: ' Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. V ck Bax After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by 36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class.A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): �i �L Authorized Agent Downer Signature of Applicant: Date: n �`Za STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he Is the applicant (Name of individual signing contract)-above named, (S)he is the (Contractor,Agent, Co porate 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 -Lcm� , 20,90 A4=a Notary Public 41 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Aaaa, I, Jti` [IIV HUte-IjAIO _i residingat ►04 WekN-erA do hereby authorizef � G���� �JL/ �" to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date '�c� �c�c� � u�I.1•(�.iJ l� Print Owner's Name �oSuffOI, CO BUILDING DEPARTMENT-Electrical Inspector TOWN Of SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 coSouthold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownny.gov - seandC�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (Ali information Required) Date: Company Name: S�IA . rLA D I /v E_K-c l uL Name: J 65-_C, A Se, A Q-A D) (V License No.: 3 5 y o _ Memail: TA11-- 41q _ No i , L, CUA,, Phone No:631 -asL- // 7 r; request an email copy of Certificate of Compliance Address.: r X o ,7 ? C—c a E- /V ll �' 3-f JOB SITE INFORMATION (All Information Required) Name: OLD 6 �4p I=A x-41% Address: a�J n/ A t,,r S -� Cross Street: -� � Phone No.: 6q6 -- s 0 U Bldg.Permit#: L-/S' C'C) Z. email: Tax Map District: 1000 Section: Block: Lot: �k BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1zc-v oLyA > >u A-1( �r m Lam. a Check All That Apply: Is job ready for inspection?: YES ❑NO Rough In ❑Final Do you need a Temp Certificate?: ❑YES ffKO Issued On Temp Information: (All information required) Service Size 01 Ph 03 Ph Size: A #Meters Old Meter# 0 New Service Q Service Reconnect F] Underground []Overhead # Underground Laterals 01 02 QH Frame QPole Work done on Service? El ❑N Additional Information: PAYMENT DUE WITH APPLICATION C)\ 0° Electrical Inspection Form 2020.x1sx \ `� y®S�¢FOL, t® BUILDING DEPARTMENT-Electrical Inspector 0-� TOWN OF SOUTHOLD ® Town Hall Annex - 54375 Main Road - PO Box 1.179 CW* Southold, New York 11971-0959 4,jj�� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrp_southoldtownny.gov - seandCcbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a_< T q Company Name: Name: A 2.A b) /V License No.: -z ,5 tj O _ (1, ( mail: S1vL-C-44 = @) N67014, L. Ca-, Phone No:6�i —ZSL- // c L31`/request an email copy of Certificate of Compliance Address.: -P.r,X G -7 -7 Gvl G C'Ar I,C /V Il 3- JOB SITE INFORMATION (All Information Required) Name: 01-DC- p,� A r A"- Address: a&,5 S' bo Cross Street: �, . Phone No.: 6 Bldg.Permit#: q L email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Rc;1v o�) i jvA : ( _ � Check All That Apply: Is job ready for inspection?: [ YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES 51 0 Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx PERMIT 4 Address: Switches C I Outlets GFI's 1 ILIA Surface Sconces .I HH's •� UC Lts Fans Fridge l HW Exhaust Oven 9 --\T WAD Smokes I DW Mini Carbon Micro Generator Combo Cooktop Transfer Hood Service i Amps Have Used Special: Comments Town Hall Annex • ------------------------T-aie�hone��39_�.76�1802------------ 54375 Arlean Road - Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 BUILDING DEPARTHIENT NOTICE RATION OF TRUS!M.GQKS-IRUCT - NG RED MOD C0NSTRMrfTI0N AMPM TNIr gB CQXR—I lCT(ON Date: Owner: �l-�?lr0At 4_eZ Location of Property: ry Sd©U.��_ (0E T Please take notice that the(check applic"line): New commercial l or residerMarl shuck" Addition to existing commercial or residential.stru Retu"Ution W an exiling c omwda l or to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type oonstnac tlon(TT) Pre-engineered wed constructIm(ISN) Timber construction(TC) in the followring locadon(s)(check applicable line): Floor framing, Including girders and beams(F) Roof framing (R) Floor fra .Ing( Signature: Flame(person submitting this form)• 014e fc '% Capacity(cheat applicable line): Owner VOwner representative TrU86Regl5.d0ax Me"1/9/2015 o��OF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y100ur'm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Peconic Land Trust P.O. Box 1776 Southampton, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 4280 Youngs Avenue, Southold, New York S.C.T.M. 1000-55-2-9.4 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction started without first obtaining a Building Permit CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Department has issued a Building Permit. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DAT D: 10/ 2020 o n J0ail) Sr. upect r (C rt. 50!/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q �yOUN1`I,Nc� BUILDING DEPARTMENT May 2, 2023 TOWN OF SOUTHOLD Olde Road Farm LLC 104 Wetherill Road Garden City, New York 11530 RE: 4280 Youngs Avenue, Southold. See attached inspection ticket. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Underwriters Certificate. Final Inspection by the Building Inspector (631-765-1802) C11 Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 45602-Z "as built" alterations to cottage LOT,O # 4 ~O ty�1'1nf SNE a 24.2 SWAB 6`T OYF3tHEAD WIR •, .4 0.0 wo 42.2 i z c ro WELL m m 6.6 3.0' � w FRAME •01,,.�Q BARN b, � CNvN)►� BARN 3 2.5'. 6.5 4 CpNC. APRT APRON ' 0 - -APRON 1r N ' SONE URNMAY SET SIM(f O O N�o.s s• �47,00.E O -, � -- --- - -- -- --- - 0 m Y1 p�aCE OAu S NEWE RaN SVoo STWE WpOp . 1 /0RA to O N 79.47'00" E o �pT 25 Ery1RpOFFSESE 5.00 SE<E YORE FENCE o STS �OAROEN N 1 63.00 wop 0.5 CE 0.4'E. 141 OApF� . cn 3`W• CE lie+'•"S 5H� 1.4 N•7 3 E E FwOE r 1 p T• SNo o.6"N S. 0,+ w w� LOA �l 79 J �o 5 0 .00 N ED gi1FF JR- WSN Hi1FF c*� o 0• � g6 y-tip APPROVED AS NOTED DATE: B.P.#tea OCCUPANC 1 OR FE ,,' USE IS UNLAWFUL ` T CERTIFICATE. 765-1802 8AiM 4 .r `A FOR THE M�IT�®" FOLLOWING INSPECTIONS: r''i'r no N1cy 1. FOUNDATION - TWO REQUIRED ek Tyve z FOR POURED CONCRETE "°"""'" "°"�"'° lJ 2. P,OUGH - FRAMIN & PLU'.'3"NG T ek Tay" rek '"" T v 3. INSULATION ek wimp Turek T `" ` 4. FINAL CONSTR Hpn�Tq:W!p. Tyvek TV / ek �T uek w w Y Tytek t� BE COMPLETE FT k Tyvek k Tyvek T ALL CONSTRUCTION �x REQUIREMENTS OF YORK STATE. NOT DESIGN OR CONST tfF"i w/ w ¢3 C(-)NIPLY °" a w a NEW YGRK A :~ - � , Q o x AS REQUIRE o SOUTHOLD TOWN ZBA CIO SWTHOLD PLANNING BOARD S D TOWN TRUSTEES :i.S.DEC FSE Q �2E r, 3Wu® p. a-eiu tic DUPONT' 1Noano is 4. X O JL Jelk =a L Y • s C Z } -aP Him OC `o C:3 ON ... AS'. DRAWN:MH.'US SCALE: R>R a SITE PHOTOS °"'rs020 SHEET NUMRE2 SCALE: NOT TO SCALE A-1 25'-6" 10 5'-1'/2" 20'-41/2" q 4'-9" 19'-71/2" u x H 3'-0"x 4'-6" 3'-0"x 4'-6" Z PT T Q :o :o v � x u u x C? Itv O O o nl N N oo M LIVING / DINING X X N N N XLLJ 1X ^ �+ a, A �ryj 0 � W N m ] tO 00 00 N 7-2 PLT HT N KITCHEN O .3 E 0 os BATH a u 49 :gzz gig O N1 X an L x � b a, o • N co BEDROOM X C?3 N X w 00 VU N 3'-0"x 3'-2" 7-2 PLT HT 3'-0"x 4'-6" 4'-9" 8'-2" 0. 25'-6" '" DRAWN:MH/MS EXISTING FLOOR PLAN � 23 �r .i a of 11,112070 SCALE: 1/4" = 1'-0" SUZTNUMBE& A-2 r 3 1 1/4 KING STUDS 1fl1/4 11/4 W • SINK U 13"Ft `a F.A.I. aJ CRIPPLE STUD SH ER XI rA F- 1 1/2 O HEADER 11/4 3 2 I C.O. U C.O. 3 V2 3 Q JACK STUDS �4 — SLOPE" 1/4"PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM LOCATION USP NUMBER DESCRIPTION APPLICATION TRAP HOUSE ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD PLUMBING SCHEMATIC oCz STRAPPING SCALE: NOT TO SCALE x ,0^,p Generated by REScheck-Web Software O Compliance Certificate I�r Project MURNAME ' ' • =r •' ' • 3r �r EnergYCode: 20181ECC ' location: Southold,Naw York Construction Type: Singlefamlly ti JProject Type: Alteratlon 1 I S1 I I 1I I I I J Climate Zone: 4(5572 HDD) P S g 6wlmwrrce w. r� I• �/ 14 '� '• I ! I I I I I Permit Date: x PermNumber. m� M g k Construction Site: Owner/Agent: Designer/Contractor: N>to NCfOmtwfS 1 J I 1 I ( / ,` ` I I l fill/ , 4280 YOUNGS AVE d Z N �. ens®uu�aFwm1 eat ; I 1 I i I r/ 1' I SOUDIOID.NY y� mEMB<W@Ir I1"a1M ` H11I4 +I 1l baa lNSWtW I 4 L l rl i I 1 aN•.Panwwoo 1 1 S f wraumErncosal I i ♦ LIU • ,,,,m„�„� S I { i rSEnvelope AssembtK�iaru0.mme7ns-osal ` I I f I • PH l ' Ceiling:Cathedral Ceiling(nottic) 513 40.0 0.0 0.026 13 I j Wall:Wood Frame.l6'o.c. 692 20.0 0.0 0.059 41� Floor All-WoodlolsUTNss 513 21.0 0.0 0.044 23TYPICAL WINDOW OPENING w a craws l I ^ PELLA25 PREMIUM NEW CONST.WINDOWS:Wood Frame 97 0.300 29, PANEL SPAN EQUAL OR SMALLER iercrd I St i ( I tt /1 I I f SHGC:0.19 THAN 4 FEET I I 1 I ' S Doar.Solid Door(under 50Y.glazing) 21 0.280 ��: 8e�mutormm ts•oc I I I I I I I I I I N a,aamemg uncm I ( Compliance Statement:The Proposed=design described here is consistent with the building plans,F1 sped0atlo-^ hLY 'p t calculations submitted with the Permit applimtlon.The Proposed building has beendesigned to meet the 20181ECCTYPICAL DOOR OPENING REScheckVesion:REScheck-Wb and to complywiththemandatoryrequirementslistedIntheRESchacklnsPPANEL SPAN GREATER THAN 4FFETAND EQUAL OR SMALLER rocaneawrm rt"a-- oasuvoogoeors tW+waslHAN6FEEr mLrevnDn� roc ame- i e Si9naturaTICAL MULTIPLE OPENINPANEL SPAN GREATERTHAN 6 FEET ,.t AND EQUAL OR SMALLER FEET WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL' X AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WlND80RNE DE31U5 PROTECTION FASTENING SCHEDULE FOR WOOD STRLKTURAL PANES WOOD STRUCTURAL PANELS WITH A MINIMUM THIDONES.S OF 7116' AND MA)UNIUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PREM TO �`r a�F ' Z33q <b COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.YS.RESIDENTIAL -�( ./ +• DRAWN:MH/MS CONSTRUCTION CODE).THIS IS NOT ASl1BSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MOST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE . ALL PANELS MUST BEM RM TO SAND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. j —111 SCALE: 14 p: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, Protect Title:MURNAME RepoK date:�il 11.140rY.s. JOB 11/112020 Data filename: Page 1 of 1 SHFFT NUMBYIL' A-3 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 1-- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 14/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING RESIDENTIAL DWELLING When a collar Re It used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING N each end of the collar tie need not exceed the tabulated number of nails In the strap. BU LDING G (SEE PUNS) CONSTRUCTION NOTES RAFTER TO 8'WALL•3-Bd COMMON EACH TOE-NAIL TOP PLATE IU WALL 48d COMMO RAFTER TOTAL SQ,FT.OF CONSTRUCTION (TEE PLANS) 17.The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEUNG JOIST 8'WALL•3.8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC.2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing death.They are Intended as a construction aid.net a substitute lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In TOE-NAIL A r for generally accepted good building practice and compliance with current New York accordance to table 33.When a taker w Dust do not fall in line with studs below,rafters TO TOP PLATE 10'WALL•48d COMMO JOIST FRAMIN ELEMENT AS PER FLOOR PUNS,CROSS SECTION,DETAILS,AND GENERAL NOTES til State building codes.The General Contractor Is responsible for providing Standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD rysF)RIDhs DEslca D&SD IOAo srsF)luolaaa AlID1VMlE DFHFGTION w STPUCTURLL AIDABERf R301.r rF"\ construction details and procedures to ensure a professionally finished.structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-TBC LAP NAIL UNINHAHrrMU ATTICS MO STORAGE)10 ExrER GDR(Ur.HT FRAME)WOOD=ALIS 15 RAFTERS GREATER THAN 3:12 PITCH WED U sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c CEILING JOIST UPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR RIGHT FRAME)STEEL WALLS 14 MO FINISHED CEIUNG) OVER PARTITION WFCM-SBC JEACHPACE HABITABLEATncs AND INTERIOR ILGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/160 1�/•� 2),The General Contractor h county and l for comes, that all work and conrtns.etc 3).WALL-TO-WALL above LL ASSEMBLY: ATTICS WITH FIXED STAT 3o W meet Our federal,federal-state,coon and lost codes-ordinances and regulations.etc Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 INTERIOR(UGFR FTIAME]STIED WAtlt 5 FIAORS locotY erg P EXTERIOR BALCONIES MID DECKS 40These codes are to be considered as rt of the s ificatlons far this buildin end accordance with table 3.3b.When wall Studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC CONCRRY=uLz fT T HI Ito CEILINGS(GYPSUM sruG[o) U240 should be adhered to even if in variance with the plan. 8 studs shall be attached to a comtsas member In the floor assembly with uplift connectors In BLOCKING PIRA ES<MES SIPWAUSEwALLS(6•i1gcN B5 CEILINGS(GYPSUM) 1n40 accordance with table 33. TO RAFTER 2-Bd COMMON GUARDSANDHANDPAIIT Roll SIP WADS 10 ALL OTHER STRUCTURAL MEMBERS !!SW3.Dimensions shall take wedeM over soled drawin GUARDU"ILLCOMPONENTS 50 VEHICLE GARAGES(0.7015)PER 20 SQ.IN.2o00IEs DMWORWALLS(PIASTER STUCCO) H1360P gr. RIM BOARD p,W, pRy�l w(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ExikR1OR WAL S(BRITTLE FINISHES) H240First wall studs shall be connected to the foundation•sill plate,or bottom plate with uplift TO RAFTER NON-SLEEPING ROOMS 40 EXTEIUOR WALLS(FLEXIBLE FINISHES) Him U 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches In Concrete WALL FRAMING: SLEEPING ROOMS 30 UNTELS(SUPPORTING MASONY WAUS) U600 responsbility for construction coordinating with these plans,nor responsibility for foundation and slabcn-grade.15 inches in masonry block foundations,or lapped under STAIRS 40 construction me ns,methods,techniques•sequences,or procedures•or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL L NAIL SPACING NOTES ROOF GROUND SHOW LOAD 20 preceutbIts and programs In connection with the work There are no warranties for a bottom plate.3 inch square washes shall be used with the anchor bolts.Anchor boltCITYEXPOSURE C TAGORY (DESIGNED FOR EXPOSURE C) specific use-p-,d w Implied in the we of these plant. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2 16d COMMO PER FACE NAIL anchor boo are to be spaced between 6.12 Inches from the end of a sit[plate and all TOP PLATE FOOT SEE NOTE.1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE E INTERSECTIONS 4.16d COMMO EA_SIDE NAIL AILINGSCHEDULE TEE E URAL NOTE P E PAGE 6).The General Contractor Is to ensure that masonry or prefabraced fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL ESS SEE FLOOR PLANS AND WINDOW SCHED L attached with Rd common nails at 6'o.c.at the panel edges and 12'D.C.In the field.and FIRE PROTECTION y"h" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at T o.c at panel HEADER TO 16d COMMON 16'O.C. FACE S CARBON MONiXIDE ALARMS TO COMPLY WITH 8315 NYS. such as bookcases,shelving.pantry,closets.trims•etc edges and 10'o.c.in the field Shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15,b. TOP OR BOTTOM 2.16d COMMO PER 2x4 STUD END 5 D IG N - RD K FRAME ON 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 ER Y STUD NAIL CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 67.TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: F^L7 FOUNDATION NOTES: Type dexterior shearwalltshelf meet the requirements oftable 3.15a-b times the appropriate FLOOR JOITT-BANDJOIST. 2.16dCOMMO PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE.1.2 O 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD W determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN THERING UNE TEIRMITE DECAY DESIGN UNDERUYMENT FLOOD Allowable sidewell len FLOOR FRAMING: HAZARDS W lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)roll, NAIL NAIL ryj Interior zhearwalls are used Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO O 3).Provide 12'expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - exPa 1 8 JOIST TO: 4-Bd COMMO PER TOE TO HEAVY MODERATE � concrete or masonry wallsoccuring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W A Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE Z O 4).Airy new concrete walls being attached to existing concrete structure shall with table 3.5.Widow SII plates shall be have steel connectors in accordance with table 2-8d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE O be Installed with 85 re-bar.18'long at 12'o.c.Use approved epoxy for installation, p TO JOIST END NAIL SHEATHING LOCATION 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Q' 5).Unless otherwise=led.all slabs on grade to be 3000 P.M..Concrete to be BLOCKING EACH TOE 4'PERIMETER EDGE ZONE Rd COMMON 6'O. 8d COMMON 8 6'O.C. SEE NOTES:1.3 Z" OO 2-8d COMMON poured on 4Inch thick sand or gravel fill with 6x6 whe mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL to be minimum 3.12 Inch thick.All fill to be corn acted to 950 relative density with Where a ridge Is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:I(BOTH FIELDS) O P y 3.16d COMMO INTERIOR 20NF 8d COMMON®6.0. 8d COMMON®12.O.C. 6'maximum lifts Boyers). anchored on top of the beam or slope connectors shall be attached to each rafterto-ridge ALL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD T/1 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Rd COMMON®4'O. Rd COMMON®4'O.C. SEE NOTES:1.3 67.Gawl spaces tD be provided with a minimum 16'x24"access opening.Install one attached with the above requirements. TO BEAM 3.16d COMMO JOIST NAIL 8x16 cast Iton foundation vent for every 150 sq.R,of area. NOTES DECK AND COVERED PORCH NOTES: JOlSTOBEAMLEDGER 3.Rd COMMON PER TOE N.Damesiden exterior ru foundation with ilNmy th coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.YS.Residential Construction Code.A 6-mil polyethylene film shall be applied over IJ.Unless otherwise noted,all framing material to be 41 ACQ pressure treated lumber. BAND JOISTPER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3•16d COMMO JOLSf iJ.VL 1).For coof sheathingwithin 4 feet of the perimeter edge of the roof.Including 4 feet on each side of the roof peak 8).Drainage as required by current N.YS.Residential Construction Code, 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2.16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper Seel connectors anchored TILL OR TOP PLATE FOOT ISEENOTE0 FRAMING NOTES Into concrete with a minimum 12'dia x T long anchor bolt with washers and nuts. ROOFSH HING: 2).Tabulated 12 Inch o.e oast spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c c 1I•NI framing techniques and methods as prescriptive design of current SBC High WuMNAIL NAIL 3).Ports TruismSupporting girder shall a chorored to a 72042N12*risersand Tek concreteootin footing. JOINT DESCRIPTION Edition Wand Framing Construction Manual. ITY. SPACING 3).Tabulated 4 inch o.e oast spacing assumes sheathing to rafter/truss framing member with G>0.49.For Use a minimum 12'Sia x Be'long anchor bolt with=ashen and nuts.Footingr Shall be 3 k. Pa^8 8 8 below grade.Porches with covered roofs shall have 12'dla.concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 framing memberswith 0.42<6<0.49,the rail spacing shall be reduced to 3 Inches o.e 2).Unless otherwise noted all framing and structural wood material to be/2+BTR WFCM-TBC sO o•Y Douglas WALL SHEATHING REQUIREMENTS FOR WIND LOADS: d B 4).Dark joists to haw blocking at8°°'`- CEILING SHEATHING: trust SPACING NAILSPACING ATINTERMEDIATEi� SHEATHING LOCATION NOTES d 3). Floors,walls.ceilings and rafters to be spaced at 76 Inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 loch flashing shag be installed between the building and ledger. NAIL 'NAIL .- otherwise. JOINT DESCRIPTION ry s Ledger to be fastened to building with 12'dice.bolts with washers and nuts V. SPACING TEE NOTES:1,3(BOTH FIELDS) o 4'EDGE ZONE Bd COMMON®6'0. Po COMMON®12'O.C. where needed NOTE:2 FOR PANEL FIELDqq•G GYPSUM T O.C..EDGE a 4).Unless otherwise noted,all bearing watt header to be R)2x10 p2+BTR Doug.Fir. 5d COOLERS Bearing wall headers to have(2)Jade studs and(2)full length studs on each Side of all WALLBOARD 10.O.0 C. FIELD INTERIOR ZONE 8d COMMON®6'O. 8d COMMON(9 12'O.C. SEE NOT,3 U ^E g openings.LVL headers to have(3)jack studs and(2)full length Suds on each side of 6).Concrete piers shall be a minimum 6'above gender. WALL SHEATHING: '� ti openings.Deming wall window sills shalt also have(2)window sill plates for 2x4 wall 7),N1(oi is to be supported with hangers and anchors Each Joist shall also be anchored NOTES o w 3 openings between 4'1 aro 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED W SCHEDULE NOTES ONLY. r and blocking where applicable. QTY. SPACING 0. 5).All flush beamr/heeders to be installed with heavyalvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the comers.the 4 foot edge zone attachment dhhy 8 g PANELS Rd COMMO WFCM SBC g requirements shall anchors where applicable to all connecting joish. PLUMBING NOTES be° 7/16'OSB 3'O.C.EDGE 6d COMMON 6).Double up Floor joistsunder walls that run parallel to the Floor Iola and under bath 1).NI water soppy,drainage and venting to be installed as per N.V.S.Residential PLYWOOD 6'O.C.FIELD 2).Tabulated 12 Inch o.c nal sparing asRmes sheathing attached to stud framing member with W Floors to have ceramic file Installed shall be verified for proper load Capacity unless not Construction Code. GYPSUM Sd COOLERS T O.C.EDGE G>0.49.For framing members with 0.42<G<,the nal spacings shall be reduced to 6 indhes o.c .7 on plans. WALLBOARD 10'O.0.FIELD 7).Provide 2-1-3/4'thick mlcrolarrs(height to match flow joists)around stairwell and/ 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding.gaivirth ed box nails shall be permitted to be Substituted for common nails. U other access openings unless otherwise noted(typiw). FLOOR SHEATHING: y 3).If wall studs,plates or joists are Ort out during installation for any plumbing related work NAIL NAIL i j 8).Dormers running up roof raker are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QT, SPACING 11.PROVIDE WTYPE-x SNEETROCK TIRE STOWING AT In MAX MUM DISTANCES FOR NON ACCESnBtE MEAL 6 State code and manufactures recommendation for maximum hole size and spadn permitted. 21 iiarr ILI. Dsrccrr AND ANCHOR{WIH bMA%1RIDPIE PROfERNE CDATwG FOR CONTAR Vant ACO. �. where appRcable unless otherwise noted. STRUCTURAL PANELS 6'O.G EDGE EGnFSf OPENINGS MIN.5.0 WrAAOE nCxxt 9}INSTMLI-C�DETECFORw ADDITIDN TO fMOKEAIARMf PER FLOOR. HVAC SYSTEM NOTES VOR LESS Rd COMMO 12 O.C.FIELD T57 SO.R.2ND.FLOOR) N 9).Provide blocking/bridging in flow Joists at 8'0 o.c.Use solid blocking in Floor Joists MIN aA•Ru-AFF tom' under all hearing walls. ) responsible for adhearin t°all applicable codes and Safety NOTES: Nrs RNavaiJCoaa n7ox.n-Fkawtookwe REQUIRED tri 1.Mechanical mbcontrectw h r 8 PP E'tY FlmbleaSn[4W 1v p,whded hooa sirenamm.Iae man aprmp NdA a.hnmwBwmd.O ➢'� '� 10).Provide Insulation better at lave vents between rafters.Install drag blocking as requ'Irements �r� NOTE: FdW r a.nermpa 1..ree.:.n aaaaxw MvranalPp nuveaamr�wtvaa. ':y> � THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTORTO PROVIDE SOILTEST TO VERIFY Fvmaaa[mmlN paaaeamwoa6Raa�a WNnvnloaah6e rmowglocaamA . . �A "eedad' 2),HVAC subcontmctw Is to fully coordinate all system data and requlremmts with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 30001 CAPACITY. q m k�,Ir4,pe,As dost�,ah hen rwhlmm,,u�avma[AakM hwkrh,eft kIK«am[re "� �•" `� � y y IrVaa Caao.:.arprrava A,,.e va°k m,a NaannNonaaNwavw ad `fid S 'l d 11).Unless otherwise noted,all roofs and walls to have a minimum 1/28 thick.4py Fir equipment equipment supplier. 1).Nailing requirements are based on wall sheathing fne Ren,bit Am dr-A w[tm fb ,W Waa-1 rahehohin[msa.Bh<W t COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-ceshter at the panel edge.If wall sheathing SOIL COMPACTION: Ppro panel edge to obtain higher O.NEW HLLTO BE CLAN OF ORCANICWTERUAL CONTRAROR z).u.a lNeranM6n.aehvem rumlad rnr4N eMIa4hoNtl hWm arum .tr �5 12).Unless otherwise noted use 3/4'thick T&G PTS Fr or Advantedh I Contractor and owner!w final review and approval. Is nailed 3'on<enter at the 7 �'9 plywood subROOr TOVERIFYNDADDsortcONALM PRIOR TO iLL1 adhered with PL400 adhesive and screwed to floor joist.Finished floor to be installed ELECTRICAL NOTES: ''tear rapazitlet'nai"mg requirements for tL"d°ra' REMWEANDADDApDmONALFnLKNFFDED. ®� >! war subllow as manufacture's members shall be doubled w alternate connectors, a).makxe s.ew.va,I.Iw..av vn.u�e,mhk roP.�m eolwhdll.r aa�.F,we y^ts Per such as shear plates•shall be used to maintain load path. 4COMPACTION OFNEW meINW.BEAT LAST 95%PROCTOR -Sx.-men raryly oma=rut N.Y3.Res-11,1 Cd. 1).All electrical to be Installed as per N.Y-S.Readmtial Construction Code. DENM"ER ASTM D 59a AND ADM D 75576.CDMPACTTHE 13).All bathroom walls to have 1/28 thick molsmre-resident cheetrodL Garage walls and WRATIPUFRTTYPICAU•COMRA MTOHAVEFILL 4).Nophmp rravdvexA lipn and amu 3at+M RoorlrvH.lorwhhl. ceilings and over furnace to have 5/8'thick type•x sheetroec All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing h continuous over connected TESTED ByA PROFF6SIONAL Ar1HCY FOR coMPArnor1 nm"..,m s.emm dm rims°. to have regular 12'sheetruk All walls to be taped and finished. mersmbers,[he tabulated number of nails shall be permitted 31 DO NOT eAcxFhu lsFmuFuesr Ftooa DEcxcoNsrahscrlox 3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. luchuowG meFtooR u coMnLTR 5)Far a.c uom„rdkNnruyh w u.PI.M.a,.rym.d W a�amk NYt I II ) 14).All roof with a pitch less than 4:12 shall be Installed with an Ice 6.Water barrier or approved equal.Flat rook shall be applied with a Fiberglas base sheet with an EPDM 4).Insall Smoke detectors and Carbon Monoxide detectors throughout w per section R314 .( �y DRAWN-NIT?IMS SAIF_ torch down type material over. and R315 of IRC. 4 q � y IDB 4: 16.All sil later and wood In contact with concrele t°be p '+ }J .2 33 11/1)2020 p presSDre heated.Sill plates f0 EXTDDOR n"U"U tt cou""NS TO BF H86G �i�F be InstaRed with a foam sill gasket and cop•r-tex termite shield or approved equal. Da AIiWOJED EQUAL wsrALLumH CAP • SHEET NUMBER AND BAZf.VSE WITH fUSHPIG UPS TO :��`'T V� �•V� - A-4