Loading...
HomeMy WebLinkAbout48498-Z °f s°uryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd Z41coutm.�' i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46512 Date: 09/23/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3520 Old North Rd Southold, NY 11971 Sec/Block/Lot: 55.-2-25.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/11/2022 Pursuant to which Building Permit No. 48498 and 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: Additions and alterations, including wood entry deck, to existing single-family dwelling as applied for. The certificate is issued to: Roseann Prussen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48498 09/19/2024 PLUMBERS CERTIFICATION: AS Plumbing 09/22/2025 A or ed Signature ��o�S11FFQl,��oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT a ' TOWN CLERK'S OFFICE 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#: 48498 Date: 11/16/2022 Permission is hereby granted to: Prussen, Roseann 3 Vidoni Dr Mount Sinai, NY 11766 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3620 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-2-25.1 Pursuant to application dated 10/11/2022 and approved by the Building Inspector. To expire on 5/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $541.20 CO-ADDITION TO DWELLING $50.00 Total: $591.20 Building Inspector SO(/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh(b-southoldtownny.gov Southold,NY 1 1 97 1-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roseann Prussen Address: 3520 Old North Road city:Southold st: New York zip: 11971 Building Permit* 48498 Section: 55 Block: 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: SJ Electric Electrician: Sal Calamita License No: ME-63785 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED Exit Fixtures Sump Pump Other Equipment: 1 Jacuzzi tub Notes: Master Bed And Bath Inspector Signature: Date: September 10, 2004 3520 old north rd FFOI��® Town Hall Annex �� � Gym`. Telephone(631)765-1802 54375 Main Road _ ¢ P. O.Box 1179 Co ' Southold, NY 11971-095901 BUILDING DEPARTMENT TOWN OF SOUTHOLD C.E:RTIFICA`T°IX Date: l / '? -Buildicl� . Owner: rmit N.o. (Please print) (Please print) I-certify that the gol'der n'sed in the water supply system contains less than 2110-of 1%mead. (Ptunzbcrs Signature) Sworn to before-me this day of l 0- �-, 20 SETH G BANK Notary Public-State of New York NO.01BA6427783 Qualified in Suffolk County Notary Public, vlL' County My Commission Expires Jan 3, 2026 1> OP SOUJya� _ TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � � 42 �- �566. v f?-e DV oea.l4ea,�AH i C0 DATE INSPECTOR <4-/vA/4 TOWN OFSOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTI-ON. [ ] FOUNDATION 1ST/ REBAR [ ] 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... on; A_j 1 k am 6.A'�'� kci Smxn� 11A A I r 6 et4 J . v h r w hp) bkj DATE INSPECTOR m SOUTyo{o 4 9 l l CJ '5-,S- # TOWN OF. SOUTHOLD BUILDING DEPT. Oo 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: TV c- DATE INSPECTOR OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. `Mum, 631-765-1802 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 [ ] RENTAL REMARKS: 4UAI - g9JUM6PIX �IL. �� ello AyP_, DATE �/ - 0'1 INSPECTOR rjf so # f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] 000 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: - . t4j4 WW 81W M, bINA, ;I S,WX Lool DATE INSPECTOR 1 - _ OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] KUGH 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: (4j, DATE YJ INSPECTOR ho�aoe So�,y°� q a0 O 1-6 foal-% # T 4N OF SOUOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: aao�v-�O�l PAL 4,07 DATE INSPECTOR SOW oF souryO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou �i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH'PLBG. [ ] FOUNDATION 2ND . [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR DATE D b W INSPECTO �s4a8 _S JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER Town of Southold Building.Department JUN - .7 2024 -- 54375 Main Road Southold,NY 11971 r� f1�Il�G� o Re: Prussen Residence 3520 Old North Road Southold,NY 11971 TM..No.,: 1000-55-2-25.1 Building Permit No.: 48498 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"xl6" continuous.concrete.footing for ' the addition :to 'the ''main dwelling has been installed. in. strict conformance to' our construction documents. The:concrete foundation is a minimum 3'70" below grade with the specified rebar. Refer to attached photos. Should you have any questions or concerns.please feel free to contact me. Very truly yours, �`J Jeff. ,AIAe�.< C. A:P ssen;-File 215`ROANOKE AVENUE m RIVER.HEAD, N.Y. 1190.1..0 631.727.0544 ■ FAX::631.727.:5335 � L \ `t,,,yjr ' 1 i \n Footing being installed with two (2)45 horizontal rebar. l ,r r -yrq Concrete foundation walls. 215 ROANOKE AVENUE ■ RIVERHEAD, N.Y. 11901 ■631,727.0544 ■ FAX:631.727.5335 , -44"t, logo Rebar being dowelled into existing Inundation wall where new will be abutting. 215 ROANOKE AVENUE■ RIVERHEAD, N.Y. 11901 ■631.727.0544 ■ FAX: 631.727.5335 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) -.Z 3 ------------------------------------ FOUNDATION (2ND) z •/5'� cG�� ce/�h s � 2— vnd.,�f r�s. �1 0 � � ol,�Q,wl • s •�0 2 � o�� � �S �� N e C7U I -�Yc i a S� i G y ROUGH FRAMING& Vk- PLUMBING \ vr,�yi l o'�" Vetsal L5 S a s kem e4ejJ r INSULATION PER N.Y. All STATE ENERGY CODE FINAL ADDITIONAL COMMENTS o • .oZAleck ad 0 f 4*Lj^4o( - �LcG/d L"aH e C - m g z� ✓ r..eG � y . N x x e �n b H ��o��uFFol��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H: x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only — PERMIT NO. Building Inspector: OCT { lir{rf r!r °{t r51r r .Jsr I117 t t?j yrtf y:J c !rr' ri rrt q}'i / { rri lr r(t,r r 'f F ' E '(a dltt fr irlli trl }I Ir. S rlor>F rrl art rltb.rt f{If .s tl�4kl lif I�r'! ri.}�><r14��'i..Y.)Incomp f� rl.. r.( 3 �.t 1 '1S} Y,Y9,� +lAppll�cafions andrformis must be,,filled"out m{t�eiriehtirety+ lete,,'t; 9i! �applica�lons�lwill}not be accepted .Where the{Applicant�s not the owner an I tOwner s Authors{za#ionJfortr�r(Page2r),shgall be corrjpleted�'„{�' �,� ;,� Date: Name: Ss� SCTM#1000- Project AddressV__..�_.3r;2o.._. Phone#: Email: ._.......___....u..._._....•.__._.__�,._.._._��.�...�....7.�.fo,�...a.0.'3.fo.__...__..._..._....__�._..._._.__,. _..__.._..._.-._A�M_�:+.�?�1_y'f�.2�s�c�•l�_1(.W�'oot.co�t!1..�......_......_ Mailing Address: y-Zp CONTACT PERSON: Name: uMailing Address .20, _ t_C>------f4&.e_TN._t?_o,v�>..._. Phone#: - Email: ........ _ ._..._. ..__.. _._._!v'Sl.,__S??F�o..l..a..'��,._.. ._._..__ __.r__.._...�__�N_r.N��!`1.s1/L�ssErl_C�_✓_iaNcx�,ca��+.__-�,__..�. DESIG ,;,PROFESSIONAL INFORMATION Name: V_AA- 4 Mailing Address: p, 4C— , 79—._ R_IV Phone#: Email: P. A.D��' C6Nt, CTOR INFORMATION Name: ._._..._.�,_._..-..,._._.___._.....___.l�lv�l�o�/ilC2�_.'�Et��r>�it�•�l �..v�fo.�l�-�._�____�-___-_,_�.__._.______-�.._._.�...-.�___�.._.__. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ r 76,'aw,vo Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes o 1 PROPERTY INFORMATION Existing use of property: �5, �-��z Intended use of property .�pnA�, V Zone or use district in which premises is situated: Are there any covenaPNo nd restrictions with respect to �,G this property-, ❑Yes IF YES, PROVIDE A COPY. Check BOX Aft ei ading The owner/contractor/design professional is responsible for all drainage and`storm±water issues as provided by+.: ' Chapter 236 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 theTowg Co of Southold,Suffolk, unty;New Yoik and other applicable Laws,Ordinances or Regulations,"for the construction'of buildings;, additions,alterations'or forremoval or demolition,as herein described.The applicant agrees to comply with all applicable laws,ordinances,bolding code;, housing code.and regulations and;to admit authorized inspectors on premises and in building(s)for necessary inspections False st1atementsmade herein are Run-,hable as a Class A misdemeanor.pursuant to Section.210 45 of the New York State Penal Law. i!, k t; i Application Submitted print name): (Z4-SC-A-44 q 1�i2�sse4 ❑Authorized Agent 1'J0wner Signature of Applicant: V Date: STATE OF NEW YORK) S: COUNTY OF ) O SP0_d\V ry s5 Cn 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,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 C)C�0 6 e r ,20 Notary Public REBECCA A LUCAK PROPERTY OWNER AUTHORIZATION Notary Public-state of New York No.01 LU6386882 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Feb.04,2023 I, 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 �FFijL, I BUILDING DEPARTMENT- Electrical Inspector � 2 ? ?024 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 iC", Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jctt 1PS9`I )S4�Lfii��JIC7 �i1Ji iti4'.�!C? ' �aG fi£ is so bl oldto�y n .!��1; APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: L4 22 2 Company Name: J-10? , ' — Electrician's Name: ,5/�e- �,o�C. d ,i License No.: 5'o Elec. email: Elec. Phone No: ,�� �Q,-��� ❑I request an email copy of Certificate of Compliance Elec. Address.: ?® JOB SITE INFORMATION (Ali information Required) Name: v Address: 7-7-61 aw Cross Street: Phone No.: :39—C`3 Bldg.Permit#: ,� j' /�,S? email: �i �/ 6�'� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 7-0 Circle All That Apply: Is job ready for inspection?: ® YES NO Rough In Final El Do you need a Temp Certificate?: O 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 ReconnectOService Reconnect OUnderground[]Overhead # Underground Laterals 1 72 M H Frame M Pole Work done on Service? 171 Y FN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector �� .. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:.. � /. Z2- 2: Company Name: Electrician's Name: License No.: Elec. email: Elec_ Phone No: ,�� .p,- ;a ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 524in Address: 1071 Cross Street: Phone No.: 3 -3 Bldg.Permit#: email: � Z' tT Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 45��o Circle All That Apply: Is job ready for inspection?: ® YES ONO ®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 D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION f PERMIT# Address: Switch eS--K4 j 1 t I Outletsl+"—i 1. tY, GFI's I Surface Sconces UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust I Oven Sump Heater Trnsfmr Smokes (P �` DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower I Service Amps Have Used Sub Amps Have Used ' �G'C(.c, 4� 6 Comments %Affo �t%. . 631 Telephone Tele 765-1802 Town Hall Annex p ( ) 54375 Main Road ' Fax(631)765-9502 P.O. Box 1179 C* Southold, NY 11971-0959 , BUILDING-DEPARTMENT NOTICE OF-UTILIZATION OF.TRUSS TYPE:CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION-: Date: to-10-2-Z Owner: N-ra►. az�,o 4"42�s�.:�1 - Location of Property: sovTA-t_o,dI /( 7I Please take notice that the (check applicable line): New commercial or residential structure v/ Addition to existing commercial or residential structure Rehabilitation to an existing commercial 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 location(s) (check applicable line):: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FIR) Signature. - - - - -- - ----- Name (person submitting this form):_. Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 111/2015 , Generated by REScheck-Web Software Compliance Certificate Project Prussen Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3520 Old North Road Prussen Jeff Zahn Southold, NY 11971 3520 Old North Road Jeff A.Zahn,Architects Southold, NY 11971 215 Roanoke Avenue 631.356.3967 Riverhead, NY 11901 anthonyprussen@yahoo.com, 631.727.0544 jazcad@msn.com Compliance: 8.2%Better Than Code Maximum UA: 219 Your UA: 201 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 165 30.0 0.0 0.035 0.026 6 4 Ceiling 1:Cathedral Ceiling 834 25.0 0.0 0.041 0.026 34 22 Wall:Wood Frame, 16"D.C. 1,203 21.0 3.0 0.048 0.060 43 54 Orientation: Unspecified Window:Wood Frame SHGC: 0.31 311 0.290 0.320 90 99 Orientation: Unspecified Floor:All-Wood joist/Truss 854 30.0 0.0 0.033 0.047 28 40 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 requirements listed in the REScheck Inspection Checklist. -�- F X. 2sa .41fi l�tif J1`04o ZZ Name-Title Signat a Date Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. �,,., •: , ., - , ! �'t Plans verified Field Verified Insp®ctlon/Plan Review' Complies? Comments/Assumptions Value, Value g 1'i *❑Com Iles, . 103.1, Construction drawin s andi ,� as!' P DoeS Not 3 J 103.2 !documentation demonstrate tation dtrate J , , i+, �,r;i 3 t„!t'b��I t �h d� ( �rr [PR1]i !energy code compliance for the i� al!°��!I t! ��+I'," +° ''r t �r ?❑Not Observable ikr} !building envelope.Thermal # ❑Not Applicable , ! i 1 , 1 is ienvelo a represented on I !y'+,r tili �t 7i 4+ ;construction documents. �,,,u1,9��„�',',c.tTri (+ - 4,67 �t qrf Rk rf �7 4 r , ri f C (y�Vr 1 103.1, !Construction drawings and h+�l ri,, , t!! i y`, ,"+r��, �,+3 ,� ❑Complies 103.2, documentation demonstrate lij1 `;� ! ElDoes Not ! 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems l•„r ';' u'r „ �r ❑Not Observable ! ISystems serving multiple 4, ;' ;❑Not Applicable ! ;dwelling units must demonstrate !compliance with the IECC 1 ; !Commercial Provisions. 302 T;i,; ..I Heating and cooling equipment is: Heating: Heating: ;❑Complies 403 7 i`,.�--Isized per ACCA Manual S based ! Btu/hr ! Btu/hr !❑Does Not ! [PR2-]2, .,` +on loads calculated per ACCA ! ! Manual J or other methods ! Cooling: Cooling: !❑Not Observable ! I , Btu/hr ; Btu/hr ;❑Not Applicable ! approved by the code official. � r r r r r r r r r r Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 �A protective covering is installed to ;❑Complies [FO11]2 1protect exposed exterior insulation I❑Does Not and extends a minimum of 6 in. below {grade. ;❑Not Observable; I ;[]Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 .'installed. ;❑Does Not J i bNot Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, lGlazing U-factor(area-weighted ', U- ; U- ;❑Complies ?See the Envelope Assemblies 402.3:1, iaverage). UDoes Not ;table for values. 402.3.3, ' 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products `,```` ' ❑Complies ; [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ; J y '+ ,a r ❑Not Observable taken from the default table. �t +r �'t,, + ; �� fl{"{ ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier i❑Complies ; „ [FR23]1 hnstalled per manufacturer's ��7 r j +!,rll, '� ' '�"��71 ' ; �';+` ❑Does Not iinstructions. Observable❑Not Applicable i 402.4.3 'Fenestration that is not site built !�`�`vy'+Iu �`s"+' {-lii 'I''' ';• ❑Com lies l r ! �s p ,. 5 ' (, ( iy,u crop fu+l(i lla ,i [FR20]1 +is listed and labeled as meeting ,tt Does Not ' I i 14 S ,°Ii '1��k .8"' 1��'f+�� ' t!n� '1 a 't.f• ❑ i 7 +AAMA/WDMA/CSA 101/i.5.2/A440 1 �' L,' I f,{si k }, { ,Sryt+,t,l i Ior has infiltration rates per NFRC ( {+,t, + a 1 Y � ❑Not Observable 1400 that do not exceed code �'tl� "' " ❑Not Applicable limits. z ;,,a ❑Com lies ;402.4.5 X-rated recessed lighting fixtures I' .t rf { u p [FR1 rio 6]z !sealed at housing/inter finish a, :, l°•a i{, r t'1j= ' ` ;l❑Does Not .—land labeled to indicate<_2.0 cfm leakage at 75 Pa. +, , `� �` `+'{ „ ' ❑Not Observable ,c ; F+ I i ' " ;y❑Not Applicable 403.3.1 ;Supply and return ducts in attics +'' , +'a;r` I{��' ' ,. I yt+� , { �� (�i,'1 , ❑Complies [FR12]1 insulated >= R-8 where duct is ° -�❑Does Not ; I>= 3 inches in diameter and >_ ;� f ' `.' R-6 where < 3 inches.Supply and -]Not Observable return ducts in other portions of " ❑Not Applicable `the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. ; 403.3.2 I Ducts,air handlers and filter `' WW '" ❑Complies ; [FR13]1 (boxes are sealed with ❑Does Not !joints/seams compliant with International Mechanical Code or "n +i k'` ,z + : ,❑Not Observable ; y I International Residential Code, as "R JE]Not Applicable (applicable. 403.3.5 'Building cavities are not used as #� ❑Complies ; [FR15]3 ducts or plenums, ;❑Does Not a 14j ( � I'' �� `❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 !above 105°F or chilled fluids ! ! !❑Does Not (below 55°F_are insulated to zR- ' QJ I3 ; ; ;❑Not Observable ; I ! !❑Not Applicable 403.4.1 !Protection of insulation on HVAC t " ❑Complies ; [FR24]1 'piping. ❑Does Not , ❑Not Observable w ❑Not Applicable 403.5.3 Hot water pipes are insulated to .; R- R-: ;❑Complies [FR18]2 2--R-3. l❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are " f4 ' ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. 4 ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled ,, ❑Complies ; [IN13]�,.. .!or the installed R-values ; it y ; ;' ,(( I��I! I[]Does Not ri n tt Jt h ! Zl 6� I,l� ; provided. . . }iXt r{ aril��t{�IT,gal�jlv'�` Ur'(d' i a r ,fit q I �� „. Y�,,1,III t4 c r•'f I s�� i❑Not Observable , ❑Not Applicable I 402.1.1, ;Floor insulation R-value. ; R- - ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [INlll I❑ Steel []_.Steel :[:]Not Observable „J :❑Not Applicable I I I 1 I 1 1 I 1 303.2, ;Floor insulation installed per i; t'❑Complies 402.2.8 ;manufacturer's instructions and ��I' Itl ' {i(I+I # 1*❑Does Not 01, [IN2]1 !in substantial contact with the f, i ,itl 4 ;" Observable Not Oservae ; I•>a; ; bfl floor underside of the suoor,or oor ❑ , J U It.• t's!¢ P 41 N� (I AI{t�❑Not Applicable !framing cavity Insulation is in !contact with the top side of jsheathing,or continuous Insulation is installed on the „ �v, I underside of floor framing and !extends from the bottom to the I �f� 'I It 'Ij� t' Y �',( 'lli u !top of all perimeter floor framing members. r ��•..1., I. �! 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/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass 1❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; !requirement applies (FR10). Steel i❑ Steel ❑Not Applicable j I � I i I I I I I I 1 303.2 !Wall insulation is installed per " '' '.`, '`1'❑Complies ; [IN4]1 !manufacturer's instructions. ,,;:. ,. . ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, !Ceiling insulation R-value. ; .R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.2, �. . ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1, !Ceilinginsulation installed per 'p ❑Complies 303.2 ;manufacturer's instructions. '«ti I -'` , ❑Does Not [FI2]1 !Blown insulation marked every. �r { ❑Not Observable l300 ft2: ; ❑Not Applicable ❑Comp!leS i 402.2 3 Vented attics with air permeable }, , [FI22]2 ."insulation include baffle adjacent t y ` „ I r+. ❑Does Not to soffit and eave vents that ' ❑Not Observable �� ' 'extends over insulation. ,� � ��'} ,,, �i,. ' ;.i';',J❑Not Applicable 402.2.4 ;Attic access hatch and door ;,R- R- ;❑Complies [F13]1 :insulation >_R-value of the !❑Does Not !adjacent:assembly. ;❑Not Observable ; j ;❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = !❑Complies ; [FI17]1 Iach 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 ; [F[27]1 :determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ; ; ❑Not Observable leakage measured with a !pressure differential of 0.1 inch UNot Applicable 1w.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 Iw.g.across the entire system !including the manufacturer's air ! ! !handler enclosure: ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [17I4]1 :cfm/100 ft2 across the system or 1 ft2 ! ft2 ;❑Does Not ! <=3 cfm/100 ft2 without air ; ❑Not Observable ! ;handier @ 25 Pa. For rough-in ; ; Itests,verification may need to ; ; ;❑Not Applicable . !occur during Framing Inspection. ! ! ! 403.3.2.1 !Air handler leakage designated ❑Complies ; [F124]1 by manufacturer at<=2%of ❑Does Not ! design air flow. ❑Not Observable ❑Not Applicable 403.1.1 CProgrammable thermostats „ ❑Complies [FI9]2 !installed for control of primary ❑Does Not heating and cooling systems and !initially set by manufacturer to ❑Not Observable !code specifications. ❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies ! [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or k ` ' ❑Does Not !accessible manual controls. i ❑Not Observable ! j ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403 6 1 ;All mechanical ventilation system l, {11 ❑Complies [FI25]2 }fans not part of tested and listed , ❑ I,y:r� hi�tt �1,Si j ', eIr ii�a?11 'I�i1 ,ilii��,"Gt�P� if Does Not IHVAC equipment meet efficacyrif�,jl ,�i��l!"'�� � � �,i� ��t v, ; i h f , ❑Not Observable , andairflowlimitsperTable �71(',Ifrr,x=itl',sllq�tt�t7$ ��,��ii�l;rfi '1171,�+�+t'!' I!{' !R403.6.1. } �, i p�Iz (�,� Ii�l,Illl$�iNl�)u �` t' ❑Not Applicable j. ,{-liliv;4• !,,n�'If�l?nl(t L4hIfp.lPiA•Ifu:17N 1y7.,Y,,I�.i", 1,;lt 7 7 7 71 f7 +, ,P rl} Ii r i , rl i„ }1 y,l/ t {;I,7., 403:2 Hot water boilers supplying heat �I,,I+I ,�lxr„ ( �I�r!,till iil� ��,I�t,l �i ;��t 1��ti�� ;1';ME]Complies ; {FI26]� ;through one or two-pipe heating !r �r '; ,� ly°rh nl� =31� `iiyti ��" ,� 1� ��`I�t40�0,. ❑Does Not -Isystems have outdoor setback control to lower boiler water „� ;�`'� �'�,' ?� o! }ul�;��l}J'' 1U t ❑Not Observable ; !temp erature based on outdoor �� t's,,��' cat,I"i, r,�I't'1,Ik'{`r�yyl'('t, "rl�j�'I'It}f,�y'�I�(,1'�❑Not Applicable ., I{1��, f}�`I41lhfliht,i�1-�i 'ut!''h iiN+ilt 7 " P}temperature. 1,�! ,1. ' .,,r ,(Ff�•,tf•.�qui.Il,wL•,�1.'i�t,l�,. !! ,tad: ' ";' i 403:5 1.1,,Heated water circulation systems ❑Complies [FI28]z pump.P•The.;have a circulation Ld 111 li l i 7) i 4 l�I Ayplr 9 �11� 7 i;❑Does Not n,sr i', II '1'lillttf 4'�1 �I Is stem return pipe is a dedicated Y P P a ,,���I(��N r{"a r,'i�st„4��I I p1}s�{{;t r�V;rtl {,ra� l��,E I�(f❑Not Observable , }return pipe or a cold water supply ,�lid){ iJ,I ' �,Il ll�{� '4}i h `�I t}N I 1 ` Gravity and thermos- +�^ v�+� l�� �`� ��{❑Not Applicable pipe. �7 4h it }syphon circulation systems are y'r} III ` °'I' �(.;}'>! ,fly �' III �7 J�I ,�,lw 1111R not present.C0ntr015 for tp ,r 4i1 !a r� th,f knt,l ,�) c i`r circulating hot water system �(�l�G4y t11 1��i�,+ d7 y'l���llif�,; ��' i � 1 ,�t�� .I pumps start the pump with signal Ifor hot water demand within the .;occupancy. Controls ;automatically turn offthe pump 'when ` isat S t-point temperatu�rre and on p ;no demand for hot water exists. �•y;,;•,, „';„' �;y; _;," 1!t ;;, 403.51 2 ;Electric heat trace systems ❑Complies [FI29j 2 comply.with IEEE 515.1 or UL a� �!r lul r 1,i,r real �� 1�11, ,�'�, 11 x� + i❑Does t No , 515.Controls automatically { p t 17 bt'Id�t Yt, tl((1111(�r dill Psi❑Not Observable ' ;adjust the energy input to the t`tllljt'r, p,hi ��� ins heat tracing to maintain the r I l��,t;,l�, �l,i<<;!};r l# 'i' ;-1 ri❑Not Applicable }desired water temperature in the !piping. .: , 403.5.2 Demand recirculation water ❑Complies ; [F130]2 !systems have controls that a ❑Does Not manage operation of the pump ,and limit the temperature of the []Not Observable Iwater entering the cold water , I ❑Not Applicable ;,. piping to <= 104°F. �4;„�,�1��.,,, :pp�t41 Iiio3��la��R't ! i ❑Complies ; ", Y 403.5.4 ,Drain water heat recovery units [FI31]2 (tested in accordance with CSA lY'a• ,f 1, I Y{ct}4r j ';`' ❑Does Not !B55.1. Potable water-side ' []Not Observable ; I pressure loss of drain water heat !recovery units< 3 psi for « ,' ;, ❑Not Applicable Eindividual units connected to one , Ior two showers. Potable water- !side pressure loss of drain water ; (heat recovery units< 2 psi for ! !individual units connected t0 1! !three or more showers. 404.1 190%or more of permanent ❑Complies ; [FI611 !fixtures have high efficacy lamps I' ❑Does Not ! t ❑Not Observable 1 r ;❑Not Applicable 404.1.1 {Fuel gas lighting systems have ❑Complies ; [F123]3 no continuous pilot light., ❑Does Not + 1. , l ! ; t ° 7{ ❑Not Observable , k ` k tM ❑Not Applicable ! 401.3 Compliance certificate posted. , 'A O ❑Complies ; [F17]2 r 3 ''�❑Does Not 1& ❑Not Observable a;; -r •� ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 . Manufacturer manuals for. ,,flcomplies [F118]3;, mechanical and,.water heating ',-�,,,jEbo6s Not sys em s have been provided. ')�?,'E]Not Observable:: t i . JONof Applicable Additional Com' mehti/AsgUrniotions: I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier�3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 9 of 9 20.18, X.CC ,E. nergy Efficiency cetirtifidat ,I�s' ulation Rating Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof, 25.00 Ductwork (unconditioned spaces): oorRating Factor 91 Window 0.29 0.31 Door` Cooling - Heating System• Cooling System:: :. Water Heater. Name• Date• Comments F F ) oc s S �UC 0 c AIL -A!L- -4 1 k AlL AIL . . OCT 1 8 2'22�; dCC�G� Qo �G�la9 Qa�oQo LaG�3C�G�104C�C�4 F F, �9�5 G�OLaMOG3f� G1�ILCvn1MC� G cl,I�dCIC�,G7�r.,G m8lo9 Gvl��'Ii 17mnONS 1 0 1 1 Alk I I Alk �NJ 11 o U C5�7elJ e e JL I 11E -L-kDD I _lL 0 _Lk L I I L L JL E3 0 JL LR s s Alk. AlIL I -LIL S D -Al. C f TABLE OF DIMENSIONAL REGULATIONS 43$ TOWN OF SOUTHOLD f O O DISTRICT 1000,SECTION 55,BLOCK 2,LOT 25.1 Q \ SINGLE FAMILY DWELLING ZONE-RES A-C EXISTING PROPOSED QQ. MINIMUM LOT AREA 80,000 SF 94,720.34 SF NO CHANGE - m/ MAX. LOT COVERAGE 20% 3.11% EXIST. \ 4.01 ASPHALT 10-10-22 ISSUED FOR PERMITS DRIVEWAY MINIMUM WIDTH 175' 300' NO CHANGE AND GON5TRUGTION. HEIGHT / NO. OF STORIES 35'/2 1/2 25'-6"/2 NO CHANGE ZL CI-16-24 REVISED AS \ MINIMUM FRONT YARD DEPTH 60' 207' 199.5' PER OWNER GHANGES MINIMUM SIDE YARD WIDTHS (SINGLE / TOTAL) 20'/45' 61.5'/80' 61.5'/52.6' REAR YARD 75' 184.4" NO CHANGE ~ NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE A-C" ZONE 0 \O O m° EXIST. WALK EXIST. MASONRY EX15T. WALK Z I STORY 10 lqq$, HOUSE �$z7, h r�)RAINACSE nr=51e7N CR17r=fivl : 1­4 �A�oAOS�D I. RUNOFF GOEFF I GI ENTS: Q q/O EXIST. DECK -7205.F DETACHED PAVEMENT = 1.00 GARAGE FILED UNDER ROOF = 1.00 PROP. SEPARATE PERMIT LAN05GAPE= 0.20 ,2 852.56 S.F. $LAWN PROPOSED 8' DIA X 4' ADDITION PROPOSED WOOD 2. PROVIDE 5TORAOE FOR 3" RAINFALL DEEP STORM POOL PLATFORM ROOF DRAINAGE CALCULATIONS: DRAIN AREA 'A' 3/ �-1 DRAIN AREA 'B' / I. DRAIN AREA A: PROPOSED ` ` 55-7.56 S.F. ROOF x .25 A00%' = 13q.3Q G.F. EGRESS WELLS `�"�-PROPPO5ED 8' DIA X Q m Lu 4' DEEP STORM POOL USE (1) 8' DIA. X 4' DEEP STORM POOL W O N p nl W/ OPEN GRATE. = 168.G6 G.F. 0 Q O 2. DRAIN AREA B: — /� 1, 486.8Q S.F. ROOF X .25 X .20 1_'= 124.22 G.F. W F 2oVA q c H — 7 D1.2(� USE (1) 8' DIA. X 4' DEEP STORM POOL H �- N12 2� 40 W IAV OPEN ORATE. = 168.G6 G.F. 51TE PLAN I5 BASED ON A SURVEY... W r Q o 51 TE FLAN I SCALE: I"=50' Lu a - o pq 0 0 -5 0 0 ..jA_ 0 A -A-) a 0) a A�N I N I N 2251 0 ( DWG. INITIAL LATEST 155UANGE I NO. DRAWING TITLE ISSUANCE REVISION NO. $ DATE RrK 7 so 11 u _J 6.. .d 6__ 0 w y PROJECT5-2231 o T-I TITLE SHEET 4 SITE PLAN 10-10-22 1 a-16-24 T-I.DWG 9 - S I A O S I -I -2 DG�LQM90�lC#o A-i SGHEDULES, NOTES 4 DETAILS 10-10-22 1 A-2 O L -1 Tu`f� B E R 10 2022 - A-5 FOUNDATION PLAN, PLUMBING RISER NOTES 10-10-22 1 a-16-24 A-4 FLOOR PLAN, 5GHEDULE5 4 NOTE5 10-10-22 1 9-16-24 _ A-5 ROOF PLAN 10-10-22 1 G-16-24 A-6 SECTIONS 10-10-22 1 a-16-24 A-7 SECTION 10-10-22 1 a-16-24 A-8 I ELEVATIONS 10-10-22 1 a-16-24 UW��IJ LIVOoo 1 �T 1 O 1 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. ROOFING: A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURERS INSTRUCTIONS. > D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 3.EXTEAVEENDI ENDI FLASHING: SEE NOTE B-4, BELOW. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. 'DIFFIF Lao C�LaG;]G�l�, La000Laa AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: MMOT01if B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT M nQLamOO mE G1MGG�]MC CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. 120WIEHNIE e o 9 Hv o 0 9 E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 6390�7��100� 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM NALL O EXTERIOR LUMBERCHECKING, COMPARABLE AND IN AIR DRIED STOCK. C. ATTIC VENTILATION:O CONTACTWITHMASO RY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. E CSED 4 ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2 FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN. BAY. TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR - PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE D. BOLTS IN WOOD FRAMING: BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. RESIDENTIAL CODE OF NEW YORK STATE. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE ���n n�❑ 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE �J DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, 2. STEEL PLATE WASHER SIZES SHALL 1/ SAS FOLLOWS: „ WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED A. 1/2 AND 5/8 DIAM. BOLTS - 2-1/4 SQ. X 5/16 NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR 10-10-22 155UED FOR COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF T FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. LA HE FLOOR, PERMITS GONSTRUGTION. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 1. SHALL BE OF STRUCTURAL GRADE STEEL. SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS.6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING H GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY W ERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) PROJECT IS BEING BUILT. ENDS OF MEMBERS. DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: A. HEATING VENTILATION AND AIR CONDITIONING: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR ,AT 2'-0" O.C., 1 '-O" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-O" INTO FOUNDATION WALL. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO J. BRIDGING AND BLOCKING:16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION. PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3OF 3. THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE B. PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7 -0 UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 3 - CONCRETE DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. W Q ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE @ 28 Days (PSI) 4'-l" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK U Q FOOTINGS 3,000 1/2"-1" 4"f 1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. E SLAB-ON-GRADE 2,500 1/2"-1" 4"t 1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X 12 3. INSTALLATION: �/ WALLS 3,000 1/2"-1" 4"t1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. W GARAGE SLABS & EXTERIOR SLABS 3,500 1/2"-1" 4"t1" w/ 5% L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. AIR ENTRAINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES H = 2. CONCRETE WORKSHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN 2 EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. Z z BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. w 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. 1 F--1 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A z J LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 1OD NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. Z Q 0 Q B. REINFORCING STEEL: 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT W J = U 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: H 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 CD 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING (tj - �J BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE SCHEDULE 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) 2. LAP PLATES AT ALL CORNERS. P-1 M cv INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: i 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE:) AND ALL STATE AND LOCAL BUILDING O CODES, OR MAUFACTURER'S RECOMMENDATIONS. 00 POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE � O DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN 0. FIRE STOPPING: INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 00 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" a z0 Ilm 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. A. FOOTINGS: 13" B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) pG3UdC�C�4#o 2231 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q. PARTITIONS: Od[o PROJECTS-2231 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-f DWG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". DD GG°QM/Ii �GvIC�#o 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE AT PORCHES SMALL BE 4" THICK UNLESS OTHERWISE NOTED. 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. C. BEARING STUD WALLS MUST BE SWATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. RECOMMENDATION. M M �'� ERU LV�o 2 of 10 i TA6LE 5.1 _ FA57l=HER SCHEDULE FOR 57UGTURAL MEMB)=R5 Ar-R I #� I� �®� JOINT DESCRIPTION N� �'E OF NAIL 5PAGING I� ROOF FRAMING - Plate Toe-nall�.d 3-8d er rafte r I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH Rafter to To STRUCTURAL GRADE NO. 2 OR BETTER. rellIncl Jost to To (Too-nailed)(To -nalled 3-bd Jo ist ost Gelltn Joist to Parallel Rafter Face-Walled 4-Ibd each 2. ALL EXTERIOR FRAMING TO BE STRUGTURAL GRADE GGA TREATED LUMBER. Cel11n Joist Lops over Partitions (Face-nailed) 4-16d each la 3. ALL SHEATHING TO BE AP A. RATED, EXPOSURE I, I/2" MIN. THICKNESS. Collar Tic to Rafter Face-nailed 4-bd 12er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" D. SIMPSON L5TA 30-ISGA. Blockinq to Rafter Toe-nailed 2-8d each end ALONG EDGES d 6" O.G. IN FIELD W/SOLID BLK6. UNDER ALL SEAMS. RIDGE STRAPS AT EA. Rim Board to Rafter d-nailed 2-I6d leach end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® 8'-0" MAX. 5PAGI 5. PROVIDE DOUBLE FRAMING UNDER ALL P05T5 4 PARALLEL PARTITIONS. 2" x 8" RR ® I6" D.G. RAFTER. 'O,, dL�fC Lean mmHgp�pop. WALL FRAMINcS 6. ALL FLUSH NO. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL OR �� Lae G C��i]DTEC�''4 To Plate to To Plate Face-nailed 2-16d per foot CONNECTORS BY 51MP50N (OR EQUAL). TYP. ROOFING Top Plate at Intersections (Toe-nailed) 4-I6d lointt- each side 2"x4" COLLAR TIES AT Stud to Stud Face-nailed Ibd 24" oz. I" MIN. AIR SPACE 295 D2Q)Mvr.10o DM MWIR< IRE Header to Header ace-nalled 2-Ibd 16" o c. alonci edcIes �I Ai30VE INSUL. I6" O.G. �" DOWN To or Bottom Plate to Stud t d-Halle 2-I6d er 2x4 stud ��A Z I N O I �0 7 5 : BETWEEN RIDGE AND 3-16d per 2xb stud CEILING JOISTS. 4-Ibd l2er 2x8 stud WINDOWS / 5L. GL. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ 1/2" G.W.B. + + Band + + //��n Bottom Plate to Floor Joist, oist,End oist or Biockdn ace-naile - per foot INSUL. GLASS, IMPACT RESISTANT d DE51ON PRE55URE RATED AS REQ'D + + + + 2 EID FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTEGTION- PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/Ib THICK. R-2 INSUL. SHEATHING Joist to Sill To Plate or 6lyder Toe-nailed 4-8d er olst (OPTIONAL.) Brld In to Joist (Toe-nalled) 2-Sd each end INCLUDE ATTACHMENT HARDWARE: R-la Bloc ► to foist Toe-nailed 2-&d each end 2 1/2" NO.8 PD. 5GREW5 ® 16" O.G. F/ SPANS LE55 OR EQUAL 4 INSULATION Blockingto Sill or To Plate (Toe-nalled - each block AND O.G. O.G.SPANS BETWEEN 4 E 6 FEET, Led er 5tri to Beam Face-nalled 3-Ibd each oist AND ® 12" O. F/ SPANS BETWEEN 6 8 FEET. Joist on Led er to Beam Toe-nolle 3od per Joist !� Band Joist to Joist End-nalled 3EI cl per lol5t BUILDER TO VERIFY t CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS l Band Joist to 5111 or Toe Plate Toe-nalled 2-16d 12er Joist WITH OWNER. ROOF SHEATHING OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. Structural Panels I&d b" ed e /b" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC IN5ERT5 TO PROTECT �,/ I ' I Diagonal � 2_ per support d Sheathing FROM WEATHER, ETC. (VERIFY DETAILS) I 7 I F. I I 5 V L. RAr- I"xl0" or wider per supportC-uo GEILIN6 SHEATHING �L I A 7 I � O C O A F H I sum I board 5d coolers 7 edge, / 10 field WALL SHEATHING Structural Panels bd 6" edcle / 12" field D 5 I O N CRITERIA : Fiberboard Panels 7/16" bd 3" ed e /b" field 022MO 25/32" Sd 3" ed e /6" field AMERIGAN FOREST AND PAPER ASSOCIATION (AFC PA) WOOD FRAME GONSTRUGTION MANUAL FOR sum Wallboard 5d coolers T' ed e / 10" field ONE AND TWO- FAMILY DWELLINC5. (2015 EDITION) DOUBLE TOP PLATE cl-20-22 ISSUED FOR PERMITS Hardboard 8d b ed e / 12 field AND CONSTRUCTION. Particleboard Panels Sd 6" edge, / 12" field Dioclonal Board Sheathing I"xb" or I"x5" 2-8d per support GROUND 5NOW LOAD 30 P5F I"xl0" or wider 3-8d 112er 5u22ort WIND SPEED : SOUTHOLD 130 MPH (3 SECOND GUST) FLOOR SHEATHING MAINTAIN " Structural Panels WIND EXP05URE CATEGORY B ( SUBURBAN, SEMI-WOODED) FOR VENTILATION. HEADER I" or less bd 6" ed e / 12" field SEISMIC DESIGN CATEGORY C greater than 1' IOd b" edge, /6" field NOTCH RR F/ FULL HEIGHT Diagonal Board 5heath►n WEATHERING AREA SEVERE SHEATHING STUD 1"xb" or I"xb" - per suppor x O or wider 3-&d per su ort IGE SHIELD YE5 ROOF SHINGLES FR05T LINE DEPTH 3-O JACK STUD HEADER TO STUD: Caly. stl. min. 12 ga. shank w/a min. 3/&" dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY BY SIMPSON LSTA21 CONNECTOR Asphalt roof shingles through tke roofing materials and a min. of 3/4" into roof sheathing and shall W/ 16-IOD FASTENERS roofing manufacturer and provide, no less than 4 fasteners per strip shingle. DECAY AREA SLIGHT TO MODERATE R-30 INSUL. Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing Is nalled WINTER DESIGN 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. TYP. ROOF. TIES: OW 51LL sWhen wall sheathingIs continuous over connected members,the tabulated number of nails shall be permitted to be ® �I �I® " " �� E p I �► I � SIMPSON Ff7Z I-4 reduced to I-Ibd Hall per foot. CONNEGTOR5 ® 16" O.G. STUD TO PLATE: U.N.O. R302.4 Wall and ceiling finishes not Including trim, door, and window frames shall have 1MPSON "HOU5" UPLIFT a flame-spread classification of not greater than 200. Wall and Gelling finishes shall CONNECTOR W/ J" DIA. have a smoke-developed index of not greater than 450. TYPICAL AT CORNERS R302.14 Combustible insulation shall be separated a minimum of 3 inches from OF BUILDING AND AT OENERAL ®� recessed lighting fixtures, fan motors, and other heat-producing devices or BOTTOM PLATaldLl"� NDS OF SHEARWALL5. separated In accordance with the conditions stipulated in the fixtures listing.Recessed lighting Installed In the building thermal envelope shall meet the 1. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the; 2018 Wood Frame Construction Manual and the A5GE-7-10. R308 Glazing at hazardous locations shall have glazing protection In conformance Contractor shall coordinate any and all Inspections as required to obtain certificate with r308. In general, glazing In all doors and fixed side panels, Glazings less than 7*4r I iSAL RAK �I' `O Z:) 7A I L of occupancy on behalf of the owner. 60" above surfaces of tubs showers etc. Glazing within 24" arc of doors in closed � I �I 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Glazings over q square feet and less �Y ®® / �,/j"�1. � l� l"L" ® I�l I ��� note 5. than lb" above finished floor. Glazing near stairwa s/landin s. See complete text of 3. All electric work shall comply with the National Electrtce Gode. Electrician shall R308.4. Glazing for specifics on locations and exceptions.9 p I" = I'-�O" obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, R308.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. cable Jacks, etc. with owner as required for the full installation and satisfaction of owners requirements and code compliance and shall provide same. R30ci Garage opening protection and separation required to be as noted and In Architect is not responsible for electrical designs for this project In any capacity, conformance with R304. 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 requirements for water R3I0.1.1 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 5.7 square feet. 24" minimum clear opening height, 20" minimum clear �T.a 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, INSTALLED STAIRWAYS, HANDRAIL5, GUARDS SHALL BE INSTALLED IN FULL ~J O Contractor shall provide surveyor with Information as required. CONFORMANCE WITH TRIER RESPECTIVE CODE SECTIONS. ARGHITEGT IS NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. and Building Gode and Energy Gode. Contractor shall review all mechanical systems 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 3b inches in clear width atoll 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 F--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, Q proceed with any of the work. shall not be less than 31.5 Inches where a handrail Is Installed on one side and 27 W O z 7. All site work including sanitary system, utilities, easements. setbacks, elevations, inches where handrails are provided on both sides. The maximum riser height shall be TYP. ANCHOR BOLT: drainage., retaining walls, etc. shall be In accordance with a site Ian prepared the P g " " TYP. HOLDDOWNS: .,I Z C art 9 9 p P P � 825 and the minimum tread depth shall be 9 In conformance with R314.2. Minimum 5/8 DIA. 48 O.G. owners surveyor. The Architect is not responsible for site deli ns of an type In an COORDINATE PLACEMENT BY SIMPSON, H02A CONNECTOR W/ y P 9 y yp y headroom 6 8. All stairs shall be provided with illumination in accordance with capacity. 5ectlon R303.4. Enclosed accessible space under stairs shall have walls, under stair WHOLE) DOWN BOLTS. VERIFY 14-5D53 5GREW5 (OPT) AND EXTENDED p 5/8 BOLT FROM END WALL O 8. All work shall be performed by licensed contractors whom are experienced with surface and an soffits protected on the enclosed side with 1/2-Inch sum board. BOLT TYPEEMBEDMENT,REBAR - z -any P gypsum o (SEE FND. PLAN FOR LOGATINS) the type of work being performed. All contractors shall maintain liability insurance and ETC. BEFORE CONSTRUCTION i - � O � workers compensation Insurance in connection with all work being performed In R3113.8 Handrails having a minimum and maximum heights of 34 inches and 3b inches, TYR 5UB-FLR. I - TYP. SUB-FLR. �I � � project. respectively, measured vertically from the nosing of the treads shall be provided on ° Q. All materials, systems, equipment, fixtures, etc. shall be- Installed In strict at least one side of stairways. All required handrails shall be continuous the full TYP. F.J. TYP. F.J. O compliance with the manufacturers written s ecifications and installation instructions I- " x IS GAUGE STEEL O - � p P length of the stairs with two or more risers from a point directly above the top riser I 1- " x IS GAUGE STEEL ^' including all clearances tossteal for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be UNDIES STRAP WRAPPED COLIED STRAP WRAPPED ` V 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 UNDER SILL AND OVER period of two ears. I EACH STUD W/ 12" MIN. 11_�UNDER SILL AND OVER p y a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the „ II. 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 I-I/4 STUD BEARING. NO. G518 EACH STUD W/ 12 MIN. m � � for construction means, methods, techniques, sequences, or procedures, or for safety Inches minimum to 2-5/8 Inches maximum. Edge radius of I/8". BY SIMPSON STUD BEARING. NO. G518 O � programs In connection with the work or for acts or omissions of the contractor, I I Y SIMPSON O subcontractors or any person performing any of the work,or for the failure of any of R312 Guards are to be a minimum of 36 Inches Ml4mm) in height. Open sides of stairs R-30 INSUL. R-30 INSUL. nn O 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 W/VAPOR BARRIER UP W/VAPOR BARRIER UP 11 - that said responsibtlty is the sole responsibility of the contractor. • • • • guards (each side) not less than 34 inches In height measured vertically from the a - z a' - z 9 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and c0 W 0 approved owner. nosing of the treads. (Second story guards are recommended to be higher) fop � TYP. FND. / FTC. TYP. FND. / FTC. Z 13. All Interior finishes Including but not limited to walls, flooring, tile, etc. shall be a GRADE a o reviewed with and approved by owner. R314 Single and multiple-station smoke alarms shall be Installed in each sleeping GRADE room, outside of each separate sleeping area In the immediate vicinity of the EXP. JT. ° PITCH FINAL GRADE EXP. JT. ° v 14. All miscellaneous interior items Including but not limited to doors, trim, fireplaces. bedroom, on each additional story of the dwelling, including basements. The alarm d L' t11 closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and y g g AWAY FROM WALL5 TYP. PITCH FINAL GRADE approved by owner. devices shall be Interconnected in such a manner that the activation of one alarm will 4" 3500 PSI LONG. 5LA AWAY FROM WALLS TYP. 15. Where existing walls, posts etc. are removed it is the responsibility of the activate all of the alarms In the individual unit. The alarm shall be clearly audible in all contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke a , z _ a'. � p z pQOe���4#0 2231 alarms shall be listed and Installed in accordance with the provisions of this code a' • :. : a., 0 0 1 and the household firewarning equipment provisions of NFPA72. m m �I P sleeping 2KEYHAY KEYWAY ; a. R315 Carbon monoxide alarms shall be installed outside each separate slee in area e o PROJECTS-2231 i� 51 eN L"OAI�S: in the immediate vicinity of the bedrooms. Where a fuel-burning appliance 1s located �QD ���� 13 within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be 8"xib" installed within the bedroom. Carbon monoxide alarms shall be listed in accordance FOOTIN LIVE DEAD with UL 2034 and UL 217. o e DG3LaW70MG#o show LOAD. R702.7 A va or retarder are re uired on the Interior side of frame walls in Gllmote 30 10 ROOF : PER :12 PITCHP g 40 10 DECKS / PORCHES Zones 5, 6, 7, 8 and Marine 4 with the exception of basement walls and below grade portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 ID SLEEPING ROOMS R8D7.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The A � l 20 10 ATTICS WITH STORAGE rough-framed openinh shall not be less than 22 inches by 30 Inches and shall be 10 10 ATTICS WITHOUT STORAGE located in a hallway or other readily accessible location. A 30-Inch minimum unobstructed headroom in the attic, space shall be provided at some point above the equip opening. See Section MI305.1.3 for access requirements where mechanical equipment ment is located in 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 o0 3 of 10 applicable clearances to combustibles and firestopping. i dlop Lao mmmo LaoDo& LaG�C�G[1�4C�C�4 1�51� G30G1[Y10C3� GQMC�n1MC� Rnwimm s o o Hu i soft 0o P _ / f O N RAL R 1�®VAL N07 5: I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, GAS LINES, PLUMBING LINES, ETC. THAT ARE P4000 DECK 4 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES STEPS SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE HOMED PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. 2-ANY AND ALL REQUIREMENT5 INGLUDING BUT NOT LIMITED TO 05HA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK 10-10-22 ISSUED FOR PERFORMED IN CONJUNCTION WITH TH15 PROJECT. PERMITS $ GON5TRUGTION. 3-CONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE REMOVED AS PART OF TH15 PROJECT, CONTRACTOR SHALL PROVIDE ® TEMPORARY BRAGINO UNTIL NEW WALLS OR 5UPPORTIN6 MEMBERS • ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE ENGINEERING SUPPORT MAYBE PROVIDED AS PART OF NEW CONSTRUCTION. 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FIN15HE5 TO KfTC N BE REMOVED MAY INCLUDE EXISTING VINYL WALL GOVERING, PANELING, ETC. LNINS Room 5-ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE LEGALLY DISPOSED OF BY G.G. &.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING CODE AND ANY AND ALL LOCAL REQUIREMENTS. REF. 7• ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN DN. ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. IF 8.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, W D PANT: PIPING, CONDUITS, THAT 15 AFFEGTED BY THEIR WORK. q.CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF EXISTING ITEMS THAT OWNER MAY WI5H TO RELOCATE/REU5E. DN. R-5 ® R-5 R-I PORTION OF EXISTING WOOD FRAMED WALL TO BE REMOVED AS INDICATED INGLUDING BUT NOT LIMITED TO ANY AND ALL /0 R-2 ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. BO. it MISC. FINISHES ETC. EALL R-2 EXISTING WINDOWS SHALL BE REMOVED 4 D15GARDED IN THEIR Diw►S ROOM I ENTIRETY. R-I THO OAR,&ARAQE R-& R-3 EXISTING VINYL 51DING SHALL BE REMOVED $ 015GARDED IN ITS' R-3 ENTIRETY TO ALLOW FOR NEW WORK UP I� EXISTING DOOR, FRAME $ HARDWARE SHALL BE REMOVED AND FOYER R-4 DISCARDED W R-2 V R-5 PORTION OF EXISTING INTERIOR WOOD FRAMED WALL TO BE REMOVED O AS INDICATED INCLUDING BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. 1130. t MISC. FINISHES ETC. W R-& EXISTING FLOOR FINISH SHALL BE REMOVED IN ITS ENTIRETY TO EXIST. F� SUBFLOOR. PREP SUBFLOOR FOR NEW FINISHES AS SELECTED BY H w �— OWNER. 0OD DECK t 5 **CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF W O ANY EXISTING CONSTRUCTION THAT IS NECESSARY TO COMPLETE Z NEW WORK. GONTRAGTOR SHALL BE RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EX15TINO CONDITIONS THAT INTERFERE O WITH THE CONSTRUCTION OF NEW WORK. ** ALL MATERIAL REMOVED 5HALL BE PROPERLY AND LEGALLYDISPOSED OF. _ } u� O ❑o I n nnonn❑nn C/ O LJ a � a PR( 0M(DU#o 2231 PROJEGTS-2231 A-2.DWG 0 10 -- 1 i 22' -011 I �V EXIST. 16"X8" qv PILASTER TYP. 12"x72"x4" GONG. 4"x4" P.T. POST WITH PADS LOCATED AT 51 MP50N GB44 STAIR STRINGERS. ANCHOR IN 12" VIA. 50NOTU13E MIN. 56" BELOW GRADE W/ 2"x8" LEDGER 3500 PSI GONG. 3500 PSI LONG. FOUND. WALL TO �u�7 ! BE all THICKMIN. 36" BELOW e�CC Cr Qo Mmmo L%am. GRADE w/(2) #5 REBAR TOP g ee Q9NOTI[Mv O BOTTOM ON CONTINUOUS O I FOOTING PROVIDE J" x 16" AB ® RTS G30oQm@ QwmuC - 2"x8" LEDGER 32 O.G. REFER TO A-1 FOR — — �— — — — — — — DETAILS G31]MC G3GJL GID9 Hu T 51 P@T �� 1 �•r: • !*'i. t •a t' -a.• i, �NJ�"U LS[I"� e e w I,: EXISTING — - ➢Fl I BASFMFNT _ -- BASE a11 BM. PGKTEl . OEM nn 10'-4" O�Lz1L, P.G. EGRESS r I I WINDOW WELL ON M: BM. =u RILL GROUT PGKT. E - — EXISTING -fl — e _ — 0 EXISTING — 6 — W/ #5 REBAR ® 6"XIO" GIRDER 6 XIO GIRDER 12" O.G. INTO O I O ! EXIST. FOUND. cV PROPOSED ' 15 I 3'—O" REMOVE EXISTING BASEMENT ®'I6' O.G I MIN. INNER LIP TO t BASEMENT WINDOW _ INSTALL WALKABLE AND PROVIDE 36" I �> I GRATE v OPENING TO NEW J� GONGO�AE� x� f �� �� O BASEMENT ADDITION - - I6 Ab LONG. PIER D I I I -?< BVAPOR ARRIER �� l ER REBAR m t. 2 UNEXGAWNT w O 1z a - X N N O O ¢ I m m 10-10-22 ISSUED FOR UP w LcI ( I I PERMITS 4 CONSTRUCTION. O DRILL b GROUT X W/#5 REBAR o , 30 x30 xl2 _ Q N 12" O.C. INTO I BM DEEP GONG. PER OWNER G�NGI ESD AS — — — — — — EXIST.FOUND. _ PGKT. 3�" VIA. 5TL. COLUMN _N. il MIN.- - O 0EXIST. CONG,. 0 ► O �� FOUNDATION O O O - I = 2"X10" F.J. Oi ( @ 16" O.G. P.C. EGRESS WINDOW WELL = X I % 1z BM. PGKT. m ,.: %• — — — — — — — — — — — — — — O U I �1 D A T I ® I �► L A I �► 10'-O" 22'-0 SCALE: 1/4" = 1'-0" 52'—O" LINE OF EXISTING ' LINE OF PROPOSED DWELLING ADDITION O I � � W < �# V O u EXIST. 5TRUGTURE ABOVE z 4" VTR PROVIDE WALK-ABLE MTL. HINGED GRA W O I /� �I }�I z JIL ROO 8" P.G. EGRESS WELL SHALL BE �OUNOATIOIV 07E5: --j C- EQUIPPED WITH A PERMANENTLY HO D— O Z EXIST. F.J. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF L DOWN BOLT: W � AFFIXED LADDER USABLE WITH THE 51MILAR TO TYP. ANCHOR BOLT EXCEPT SPACED AS REQ'D. TO O �— < � BEARING CAPACITY SUBJECT TO CONTROLLED INSPECTION. � WINDOW IN THE FULLY OPEN POSITION. � � i (2) 2x12 ANCHOR 5HEARWALL SE6MENT5. (SEE STND. DETAILS). CONTRACTORS LADDER REQUIRED AS PER LOCAL MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO O CL � HOP, BUILDING GORES. . KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE 3" IN PLACE, PUMP AS REQUIRED. INSURE ALIGNMENT OF BOLTS s STUD BRACKETS. OPTION: (INSTEAD O � — z r __ CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO EMBEDED IN FND. WALL 4 EXTENDED UP OUT5IDE FACE OF WALL AS ^ - 0 i _ OF HD2A's 8 BOLTS): USE STRAP TIE HOLDOWN 5IMP50N 5THDIO �J ►n r--------- 2 f:4 N _ EXIST. GRAD MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O" FROM ANY REQ'D. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. F-�-i N PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH (Y� GONGRETE: Q EXIST. GYP. GONSTRUGTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 0 2 i JOINTS. ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (25 DAY) O 3" 2" 2" LAV. LAV. BD. GLG. STRENGTH OF 3000 P51, EXCEPT USE 5500 PSI, FOR ALL EXTERIOR O z 1 SLABS ON GRADE SHALL BE PLACED BY STRIP PLAGIN6 USES; INCLUDING GARAGE SLAB, ETC. oa O i METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL ' JOINTS (SAW GUT) MAX. 30'- 0" O.G.; GON5TRUGTION JOINTS SHALL WC 5HR ' TUB I I/2 I�J' T. r-L.00 O EGRESS USE 3/4" GLEAN BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF I I z WINDOW GX145 FREE-DRAINING ROCK OR PLAGEMENT. CONCRETE 07EB: O d 3" I 1 22' I I/2" (Z CASEMENT BY A6 STONE AT LEAST 12" IN d ANDERSEN EXIST. WD. FRAMED WIDTH AROUND ALL SIDES I ALL CONCRETE WORK SHALL CONFORM TO AGI 301-a9; 4" C o WALL w/ GYP. BD. . f� *�OF WELL. FILL TO DEPTH TYF( CGALs fOUN1�AT I ON NO I S: EXTERIOR GONGBRETE WORK SHALL BE 4000EPS�AIR-ENTRAINED. NCRETE; ALL TIE INTO EXISTING SGHD G•O. - Z OF FOUNDATION FOOTING. 5 STEM. D SANITARY 4" 44 MAXIMUM FROM pQ�e����1`0 2251 �� �— SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. FND./ ETC- .: FLOOR TO WINDOW 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE SILL TO MEET EGRESST 8" THICK GMU FND. WALL (or P.G. WHERE NEW w/T1'P. ANCHOR BOLTS, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM GODS REQUIREMENTS < ON CONTINUOUS 16"w. x 5"d. P.C. FOOTING; TO A MIN. DEPTH OF 36° A-615 GRADE 60 BELOW GRADE - ON UNDISTURBED GL .EAN GRANULAR 501L w/ MIN. I TON @&e Fp) PROJEGT5-2231 PER S.F. BRO. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR A-3.DWG 5A5rzMr=N v CONTINUOUS AT TOP $ BOTTOM OF WALL AND/OR IN FT6. w/ MIN. 3" REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-315 WELLS CAN BE COVER' 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 p e o INSTALLED LOWER THAN 5ILL/TYP. ANCHOR BOLTS: DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- RECOMMENDED 3 1/2" TO 2-2"x 6" (or 1-2x6 MIN.) PRE55URE-PRESERVATIVE-TREATED (PPT) SILL HELP MEET GRADE PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REQ'DJ OVER TERMITE CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS GONDITION5 SHIELD AND SILL SEALER w/ 5/e"dta. ANCHOR BOLTS (I"MIN. EMBEDMENT OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL AND 3"SQUARE WASHERS) ® 36"o.c. 4 28"o.c. WITHIN & FT. OF CORNERS BE IN ACCORDANCE WITH AGI SP-66. (88) AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE 5. PROVIDE TWO #5 ALL SIDES FOR OPENIN05 IN CONCRETE PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. TO CONNECT TO WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND �Nl��10 � �171 �E_T�A �L_ SHEARWALL STUD BRACKETS. (SEE DETAILS). OPENING; HOOK ENDS. 51LL/WALL TIES: 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR SG,4L,E: N.T.S. REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMP50N 0520, MECHANICAL TRADES. OPENIN05 SHALL BE PLACED 50 AS NOT (20 Gage), 1 1/4" STEEL STRAP TIES ® I6"oc (AT EA. STUD w/MIN. 5- ad TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. NAILS, EA. END) WRAPPED UNDER d UP IN51DE FACE OF SILL, GUT TO LENGTH AS REQ'D. (SEE DETAIL) I - 1 dnpfp M. mmHg G1°�oQo LQRMT[Mv 2% H@)MH@)M G1WEHUIE NOWE HMIEM109 my 9 Tg0� WOOD DECK M"T2T"0 a STEPS 22'-O" 4'-0" ?'-OI, -11 011 I 4'-0" , L 6_O L 51DE MOUNTED WD. RAILING TO CODE " 1ED -----DOWN---- D'EGKI PT r EX15TI N6 I O /14% O KITCHEN -6 - EXISTI N6 LIVING ROOM ' N 13 OWED nn I I D�OWEDD REF. DN. 10-10-22 ISSUED FOR lHr I I I PERMITS $ GONSTRUGTION. W D CL PANT TUB TYP. SITTING AREA ER q-I6-24 REVISED AS = O PER OWNER GRANGES 4 x 4 SOLID POST 05D O WALK-IN MASTER CLOSET ZF 4� � BATHROOM G.I EXI5TIN6 HALL I I P`OF R.R. ®± 8,-O„ O.G. WRAP W/ EXI5TIN6 DINING ROOM I ( m I" DISTRESSED TRIM, FINISH A5 O L - --- ---- ----- SELECTED BY OWNER-------------------- --- m TWO GAR GARAGE �5D 12'-8" --- ------------------------------------------- Ml EXISTING UP so•POcr.ET 30"POCKET BATHROOM EXISTING DOOR DOOR FOYER 2 I -6 m MASTER -? N BEDROOM ' BUILT-IN WINDOW SEAT BUILT-IN 4 x 4 SOLID P05T O WOODDECK a --- ------------------------------------------ STEF5 --- ----------------------------------- (2) 1 " x ? " LVL W/ " PLT. I G.I _ 21'-O" N (UPPER) ks) OG.I O U w B.I B.I q'-4" 6'-4" ILi O — 22'-O" 32'-O" QLINE OF EXISTING LINE OF PROPOSED DWELLING ADDITION W O t =RAM I Ne NOTE15: Q �®w ;4 � o���+ �u� I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH �I NkJ STRUCTURAL GRADE NO.2 OR BETTER. MARK ANDER5EN Qn-• ROUGH OPENING WINDOW DIMENSION W O 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS 400 SERIES (/] Z L. I�#� I I I�t� Y I�l�1 I�P"t�I®I�l ®� J: NOTED. EXISTING - - - O O - <n 3. ALL SUBFLOORING TO BE APA RATED STURD-t-FLOOR. EXPOSURE I. 3/4 MIN. � � �. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOGKIN6. GLUE O 624 1 4'-0 �' X 4'-0 4'-O" X 41- O" /� (� N QL ROOM NAME 5Q. FT VENTILATION NATURAL LIGHT AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. B I REOV PROVIDED REG'D PROVIDED 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH DOUBLE O GW25 2 4'-q" X 5'-Og" 4'-& �" X 4'- Ili" — - — MASTER BEDROOM 5015 4% 12�65>; 851; UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE 2 " X 2'-6 " I?.I?:Y, EXISTING 8„XI6 CONTINUOUS A MINIMUM OF 2-2X8 OR A5 5HOVIN ON DRAWINGS. GTGW2 2 4'-q" X 2'-?�" 4'-S CONCRETE FOOTING. +� O MASTER BATHROOM 146 81 45>; 11.445K 85K 12.g451; 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS G.I GWI4 3 2'-4 J" X 4'-O�" 2'-4 J" X 4'- 0" O U- EXI5TIN6 8" 5000 P51 GONGRETE A5 PER N.Y.S. CODE OR AS NOTED ® &'-0" O.G. PROVIDE 2" AIR SPACE [� — FOUNDATION WALL5. 5UNROOM 2D3 4� 45.Ig5� 8515 5?.519b FOR AIR CIRCULATION IN ROOFS. I G• GTGWI I 2'-4g" X 1'-2g" 2'-4j" X I'-2g" IJ 6. DOUBLE FRAMING AROUND OPENIN3S(54IIght5,stoIr5 etc.) OR AS NOTED ON O um °❑C3 NEW 8" 3000 P51 CONCRETE OD 4 3'-5 4" X 5'-D9" 3'-4 J" X 4'- Ili" DRAWINGS. GN25 0 FOUNDATION WALL5 TO BE TIED [� o -1. DOUBLE G O POSTS A UE UP FRAMINN ALL AND PARALLEL PARTITIONS OR AS INTO EXISTING FOUNDATION W/ #5 O OMITTED d v REBAR ® 1211 O.G. NOTED ON DRAWINGS. 8. ALL FLUSH WODD CONNECTIONS SHALL BE FASTENED WITH RATED ' NEW WOOD FRAMED WALLS ® I6" F p�N351 2 3 5� X i-q 3-4 � X I-8 OR GALVANIZED METAL CONNECTORS BY "51MP50N" OR APPROVED EQUAL. pG @J9@4# 2231 PLASTER A. 5 DE ON INTERIOR q. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8D 0 4" O.G. EXTERIOR ED6E5 O AN61 1 6'-O J" X 2'-O 5'-II g" X I'-8 o 0 WALL5 TO MATCH EXISTING. //�� I AND 60 @ 12" O.G. INTERMEDIATE. S Q U A Rr F®®TA CS E I ®TE B: 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH O FWH6068 2 6'-O" X 6'-8 " 5'-I I " X 6'-8" EXISTING WOOD FRAMED WALLS � PROJECT5-2231 I6" O.G. W/ GYP. WALL BOARD OR GALVANIZED HURRICANE TYPE H?CONNECTORS BY "SIMPSON" OR I EXISTING FIRST FLOOR = 1,13q.50 S.F. I GXWI4 2 3-O�„ X 4-O�„ 2'-II i„ X 4 0„ A-4.DWG PLASTER EA. SIDE ON INTERIOR EXISTING ATTACHED GARAGE = 583.g2 S.F. APPROVED EQUAL. WALLS. EXISTING 5EGOND FLOOR = %4.44 S.F. 11. ALL PRE-EN6INEERED LUMBER 5H.ALL BE "TRUSS JOIST" TJI SERIES O • SMOKE DETECTOR EXISTING REAR DECK = 4g4.63 5.F. WOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL JOISTS, 61RDERS AND GWI45 2 2 4 x 4 5 2 4 x 4-4 2 �5D EXISTING FRONT DECK = 55.0 S.F, , HEADERS SHALL HAVE BEARING c_TIFFENERS INSTALLED AS PER ® CARBON MONOXIDE DETECTOR PROPOSED FIRST FLOOR ADDITION =853.6? 5.F. MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT WINDOW NOTE5: ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-5/4" LVL RIM I. ALL BOTTOM OF WINDOW HEADERS SHALL BE (� 120 GFM EXHAUST FAN TOTAL HABITABLE = 2,q5?bl 5.F. JOIST 514ALL BE REOV AT FLOOR PERIMETERS. HANDLING, STORAGE, AND 6-b" AFF UNLESS NOTED OTHERWISE. ERECTION OF COMPONENTS SHALL BE A5 PER MANUFACTURERS 2• REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO RECOMMENDATIONS. ORDERING. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE BOLTS ® 12" D.G. 3. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL ROUGH WINDOW OPENINGS AS PER 15. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. MANUFACTURES SPECIFICATIONS WITHOUT 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS, 5PAGING EXCEPTION. NOT TO EXCEED 8'. �' INDICATES E6RES5 WINDOW om[RI 4 ma G Of 10 LINE OF EXISTING LINE OF PROPOSED DWELLING ADDITION NJ��LY Qo LSL."-.\Lf1Jmo ma[r.10 M19109MMM ad[RaUM nIIwLimmo Hu ��m 6��04��1oO`�a a I I , II II 1 D5-I D5-2 iII - - - - - - - - - - - - - R' II II � Y I X II p GONT RIDGE VENT it 0 1 i I r 10-10-22 155UED FOR r I I II GONT RIDGE VENT PERMITS � CONSTRUCTION. 1 Cl 11 A a-16-24 REVISED A5 I T,xcl " LVL RIDGE M PER OWNER GHANOES I I I I I N 2"x8" RR ® I O.G. 2"x5" RR ® II x I I L 2 LL I II II I II II i DS-3 D5-4 �-- ALL DOWNSTAIRS FROM ROOF AREA = 1054.44 S.F. GUTTERS TO BE PIPED UNDERGROUND TO NEW STORM POOLS. REFER TO 51TE PLAN ON T-1 FOR ADDITIONAL INFORMATION. C)i W < '® PLAN j O W � H W O z O W O z o , D O kn - �- � cv ui >L I" RIGID INSULATION ROUGH GUT AROUND VENTILATION CHUTE. AIR SEAL VENTILATION CHUTE PERIMETER WITH ATTIC INSULATION O EXPANDING FOAM / O SEALANT. CID2x4 LOOKOUTS / lb" D.G. @ O d @ � a / a a ALUMINUM GUTTERS � AND LEADERS CONTINUOUS BEAD R®® I NS NOTE F pQodf�C�4#o 2231 O SEALANT OF RIGID INSULATION I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINOLE5 BY TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4 EXTERIOR INSULATED WALL COX. PLYWOOD OVER EXI5TIN6 ROOF FRAMING. VENTED VINY SOFFIT ����o PROJECTS-2231 OVER I/2" PLYWOOD 2. PROVIDE GRADE ICE B WATER SHIELD AT LOWER 36" OF ALL A-3.DWC SLOPED ROOF AREAS AND AT ALL VALLEYS. SIDING � #o ® " 1 7 SETA I `�G�]f G4 a0oo -7 0f 10 3 A-6 4" RECESSED DOWNLICHT WITH WHITE TRIM, STEPPED BAFFLE AS SELECTED BY OWNER NJ�Lr� Qo (5L„�WNJg Qo�ol;lo \Z LaG3C�a04CrC�`u �9� G�©LaMOO G3C� LQQIC�G9M� 1 / \ „ RIDGE VENT 1 xa LVL RIDGE BOARD / \ I' PLYWD. W/ WOOD LAM. VENEER ADJUSTABLE SHELVING 12 2"x4" G.T.0 16" O.G. \\ // COUNTER TO BE d� \ / SELECTED BY II �, 4" WIRE PULL OWNER NICKEL FIN15H 4'-V' BENCH W/ (TYP.) / \ BLOW CABINETS / \ o 32" CABINETS / \ / \ o W/ 15" DEPTH ROMEO i 10-10-22 ISSUED FOR PERMITS 4 CONSTRUCTION. 2"x8" C.J.@ 16" O.G. SOLID OAK CABINET \ / �L a-16-24 REVISED AS 2"x6" FASCIA (2) 2"x6" R-30 WRAPPED IN ALUM. _ PER OWNER CHANCES TOP BATT ALUM. CUTTER TO PLATE IN5UL. MATCH EXIST. VINYL VENTED 12'-0" SOFFIT TO MATCH EXIST. V(2) 2X5 HEADER WINDOW MASTER BATHROOM MASTER ,�_ HALL DOUBLE HUNG WINDOW BY ANDERSEN OR EQUAL. 5EE PLAN FOR SIZE AND LOCATION OF ALL WINDOWS R-21 BATT IN5UL " T46 VINYL SIDING BY GERTAINTEED. TO MATCH 5UBFLR. GLUED EXISTING 1 4 SCREWED (2)2"xb" SILL 2"xIO" F.J. ® I6" O.G. PLATE W/ TERMITE SHIELD a R-30 BATT GRADE I NSUL w/ V.B. GRADE _ 'UP' TYP. 3500 P51 GONG. FOUND. WALL TO BE &" THICK MIN. 36" BELOW GRADE w/(2) #5 REBAR TOP �t BOTTOM ON Q CONTINUOUS FOOTI NC PROVIDE " x 16" AB @ 4'-O" O.G. REFER TO A-1 FOR DETAILS ADJUSTABLE SHELVING HOLES 4113500 PSI GONG. r ' SLAB ON 6 MIL I PLYWD. W/ " EXPANSION JOINT VAPOR BARRIER LAM. VENEER AS SELECTED BY C) OWNER U •a 7 O t-- I WIRE PULL NICKEL FINISH F--I (TYP.) f--I W 0 �7 �W z F--I E--SOLID OAK CABINET c0 T%rFICAL ®7S: N 3/4" WOOD E- DOOR, STYLES (n z EXT. HALL: HEADER: AS SELECTED BY � O o _ o „ �� ,� �� ,. OWNER _ 2 xb 5TUD5 ® I6 o.c. AT 8 HT. w/ R-Ic1 IN5UL. SHEATHING: 1/2 MIN. COX MIN. HEADERS: 3-2 x8 AT 2x6 WALLS, AND 2-2 xb AT 2x4 CONGEALED PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER WALLS/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF �^ N ~ _ i w/ 15, LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 6'-0" AND OVER;SUPPORT w/DBL. STUDS, a'-O" AND OVER;SUPPORT _ HINGES jN LU 510II46/REQMT5. d ALL FINISH TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) ,1 1 FROM HDR. TO JAGK 5TUD5 AT EXTERIOR WALLS SUPPORTING ROOF O 5TRUGTURE. ROOFING: 00 ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED FASGIA/ SOFFIT: � BY OWNER) OVER 15 LB. FELT 4 5/4" MIN. COX PLYWD. 5HEATHING. USE b ® I NAILS PER 5HINOLE d PROVIDE IGE SHIELD UNDERLAYMENT AT FIRST 24" MIN. I xb FASCIA w/ 2 x 5UB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ O 00 CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. z Ilm FROM ALL ROOF EDGE5/BREAK5. ALL FA5TENER5 4 FLA5HIN6 TO BE SG,4LE: I'-O" @ VERSATEX TRIMBOARD (or equal) AND/OR T8G WOOD TRIM AS SELECTED. 00 � GORI;Z0510N RESISTANT. INCLUDE C4TTER5 4 LEADERS, AS APPROVED BY OWNER. a v ROOF TIES: SUB-FLOOR: o PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE END OF STRAP, AT EACH RAFTER ® I6 o.G. USED TO TIE ROOF RAFTERS TO WOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC pG3OO c9C�4#o WALL_ STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS � NAIL PLY RAFTERS FOR 223 CONNECTION OF TIES. UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS 5ELEGTED BY OWNER). HALL TIES: III„� BOARD: Np�: ��e � �Od�o PROJECTS-2231 REQUIRED ONLY ON (2 STORY HT.) ROOF SUPPORT WALL5 : WHERE UPPER AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, (LEVEL;USE MIN. I" e-RIM I. ALL CABINETS TO BE CONSTRUCTED OF CABINET A-3.DWG LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ BOARD (or EQUAL) EXCEPT AT PORCH 8 DECK NAILERS; USE lY¢" RIM BOARD. 5IMP50N C520 5TRAP5 ® ib"o.c. USE MIN. 'i-bd NAILS, EACH END OF STRAP. ALL INSTALLATION DETAILS MUST FOLLOW MFR. AILERSPECI ; USE INS. USE OAR2-2x GRADE PLYWOOD COLOR AS SELECTED BY OWNER (SEE STANDARD DETAILS, DWG. I). VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 8 POSTS. 5ILLMALL TIES: 2. ALL FILLER PIECES 5/4" PLYWD. WITH WOOD REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N G520, VENEER. 20 GAGE STEEL 5TRAP5 ® I6"o.c., GUT TO LENGTH AS REOV. FOR '7-8d ALL GOUNTERTOP FINISHES TO BE SELECTED BY NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF 3• WALL., IN LINE w/ 5TUD5. (SEE DETAIL, DWG. 1) OWNER. A � 6 4. ALL CABINET DOORS AND DRAWER5 TO BE FLUSH AND ALL HARDWARE TO HAVE NICKEL FINISH AS SELECTED BY OWNER omim4 a0oo 8 of 10 d��� ao �aa�, aopoQo IaQC�[�p`I�C�C�4 I �9� G30OGQG�]OO� G1MC�IYIMC� RIDGE VENT /G��3[yc]�V'[��G77GG��Cz��177C G°Q��D� Gv u �9 ° o� l°JN]L7°U2U.@5e e 1 J"x9 " LVL T.O. RIDGE jh RIDGE BOARD 8" RIDGE BD. EL.: ±20'-a 2x10 R.R. ® 16" U I I I I I I I I I I I I I I I I I I I I I I I NEW 40 YR ARCHITECTURAL II II II II II II II I II I I II ASPHALT SHINGLES OVER 30 —7 I I i t I I I I I I I I I I I I I I I I I I LB FELT AND 3/4" GDX PLYWD 2"x4" G.T.® 1611 O.G. - II II II II II II I I �, II II II II II II II II II II II +8 12 II II II II II II II I I I I I I R-25 II II II II II II II II II II INSUL. � II II II II II II II II II I '6,, II II II II II II II II II I I I I I I I I I I I I I I I I I I 2"xb" G.J. II II II II II II II II 02 MR] II II II II II II II II II II I I II II II II I (2) 2"x8" BOXED OUT W/ I" TRIM, FINISH AS II II II II II II II SELECTED BY OWNER. 10-10-22 ISSUED FOR II 2"x6" FASCIA PERMITS 4 CONSTRUCTION. WRAPPED IN ALUM. T.O. PLATE EL.: 8-a ZL CI-1b-24 REVISED AS 2"x8" G.J.@ 16" O.G. (2) 2"xb" PER OWNER GRANGES R-30 TOP ALUM. GUTTER TO MATCH EXIST. I NSUL. PLATE (2) 1 " x -7 4" LVL. W/ VINYL VENTED T.O. WINDOW 4" PLT. _ SOFFIT TO EL.: 6'-b" NV MATCH EXIST. 1 (2) 2X& HEADER WINDOW MASTER BATHROOM MASTER BEDROOM DOUBLE HUNG WINDOW BY ANDERSEN OR EQUAL. SEE PLAN FOR SIZE AND LOCATION OF ALL WINDOWS VINYL SIDING BY Imo-EXIST. 2X6 WOOD R-I5 BATT IN5UL GERTAINTEED. TO MATCH FRAMED WALL TO BE j.L5UBFL( R. T EXISTING REMOVED GLUEDSCREWED (2)2"x6" SILL SHIELD 15T. FLR. (DATUM) 211xl0" F.J. @ 16" O.G. 2"XIO" F.J. @ 1611 O.G. 2"XIO" F.J. 0 16" O.G. T.O. FOUNDATION R-30 BATT EL.: (3) 1 i11xG LVL GIRDER -1'-0" (MATC X1 H E5T) 11 INSUL w/ V.B. (3) 1 j"x-1 LVL '�. � 'UP' TYP. GIRDER GRADE .e, ,.. 5500 PSI GONG. FOUND. 3 " STL. WALL TO BE 8" THICK MIN. COL. 36" BELOW GRADE w/(2) #5 REBAR TOP 4 BOTTOM ON CONTINUOUS FOOTING EXIST. FOOTING PROVIDE REFER' 4'-O" TO A-FOR 4 FOUNDATION DETAILS [4" 3500 P51 GONG. " EXPANSION JOINT SLAB ON 6 MIL VAPOR BARRIER rW 1 . 1 V - 11i-•/-- GONG. FTC. GONG. FTC. F--1 O Q 5OU7H SECTION c o 5GALE: 3/8" = 1'-0" W — = O � � O _ o CV TYi=I GAL MOTES: a m w 0 EXT. HALL: HEADER: p 2"xb" STUDS ® 16"o.c. AT V HT. w/ R-14 INSUL. 5HEATHIN6: 1/2" MIN. GDX MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 [� PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER WALLS/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF O w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 6'-O" AND OVER;SUPPORT w/ DBL. 5TUD5, a'-O" AND OVER; SUPPORT Z 3 51DIN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF STRUCTURE. a � ROOFING: ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED FASGIA/ SOFFIT: BY OWNER) OVER 15 LB. FELT 8 3/4' MIN. GDX PLYWD. SHEATHING. USE b NAILS PER SHINGLE B PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. I"xb" FASCIA w/CONTINUOUS SCREENED SUB-FASCIA (AS NEEDED), SOFFIT:TRIM, M, ETC. - OPT.MATERIAL (TBD) w/ I�GdOe9C C t'#o 2251 FROM ALL ROOF ED6E5/BREAKS. ALL FASTENERS ff FLASHING TO BE NED VENT, VERIFY ALL DETAILS, TRI CORROSION RESISTANT. VERSATEX TRIMBOARD (or equal) AND/OR Ta 6 WOOD TRIM AS SELECTED. INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. ROOF TIES: SUB-FLOOR: PROJECTS-2231 A-3.DWG PROVIDE SIMPSON, 6520 5TRAP5, GUT TO LENGTH F/ MIN. 8- Od NAILS, EACH END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC CONNECTION OF TIES. UNDERLAYMENT REOUIREMENT5 FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). HALL TIES: RIM BOARD: REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM LEVEL STUDS ALIGN WITH LOWER LEVEL 5TU05: TIE STUDS T06ETHER w/ 51MP50N C520 STRAPS ® 16"o.c. USE MIN. "7-Sd NAILS, EACH END OF STRAP. BOARD ( EQUAL)' EXCEPT AT PORCH 8 DECK N ;USE RIM BOARD. V. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 (SEE STANDARD DETAILS, DWG. VERT. SQUASH BLOCKS (PER JST.) UNDER ALL BEARING PARTITIONS 4 POSTS. 51 LL/HALL TI E5: REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE SIMPSON C520, 20 GAGE STEEL STRAPS ® I6"o.c., GUT TO LENGTH AS REOV. FOR 7-8d NAILS, EA. END. WRAP FROM UNDER ANGHORED SILL 4 UP OUT5IDE FACE OF WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DWG. 1) UW��IJ LIV�o°o -I �T IO I in 22 rA mMM as@aoTl1E@4 RV5 B(PM DMIR adlEaulE VNJ 11 02w.o e e 1 LINE OF EX15TINO LINE OF PROP05ED DWELLING ADDITION RID6E VENT EXSIT.ARCHITECTURAL ASPHALT SHINGLE RIDGE VENT PROVIDE RIDGE VENT &ABLE DETAIL SECOND FLOOR _. .i i, i..-r�. Tl ROOF LINE - 12 �����❑ SECOND FLOOR G WINDOW LINE _T.V: L' 11 \ PROVIDE 40 YR ASPHALT ROOF 5HIN61-E5 TO MATCH G.I EXISTING I 0-4-22 155UED FOR PERMITS CONSTRUCTION. SECOND FLOOR _. PROVIDE b"FASCIA TO LINE EXIST 2"XIO" A Q-I6-24 REVISED AS — MATCH EXISTING PER OWNER CHANGES FIRST FLOOR { ' WINDOW LINE I.�.,;T VIDE WOOD CEDAR A // \\ J / \ 1. I"T SDN6TO . EXIST.VINYL 51DIN& 1. \ / B.I T B.I 1-,1 ❑ 1 PROVIDE BASEMENT : { I I 1 WINDOWS BY ANDERSON FIRST FLOOR -T— T LINE EXISTING FT&. d FOUNDATION w U � O LINE OF PROPOSED i LINE OF EXISTING ADDITION DWELLING w O H — z • �RIDES VENT - O 12 VENT Q 11 i O l W m } uj uj 1.j T T''. T i Do PROVIDE 5" FASCIA TO _ _ , __ { l 3_ 1 1 ; _T . T.-- -: .(_ r-I f i PROVIDE 8 FASCIA TO� Do T MATCH EX15TIN6 I \ ( / \ r'T. I / \ _ / @o �l MATCH EXISTING 1 / � OVERHANG TO X _ _ T / \ 7 / \ WD PLATFORM W/�" 6" OVERHANG TO MATCH / \ O O a v MATCH EXI5TIN6 1.- G.I E.. T �. a_l__r� i_ T L-t_ _, G.I ry _ P.T.DECKING W/RAILING EXISTING ADJACENT = I I / o ADJACENT ! \ !- i T`;_. OD _ TO GOD T \ / \E r-. �i { O _�._ir_ D �. \ D \ / PROVIDE CASEMENT HINDOH5 BY _17_ �_; �_' _ l �. .r L 1 r T ;� T.._ \ / yr rL \ / i Z PROVIDE G _- ANDERSON WINDOWS 2251 r-I ! i _.. I : : �QD G��LCo PROJECTS 2231 WD PLATFORM WI x 6" A-3.DWG k O ( k O P.T. DEGKIN6 W/RAILIN6 TO CODE L\� L ELEVATION 2 5c'ALE: 3/16" = 1'-0" SCALE: 3/Ib" = f'-O" (��Lf� ((fi�nn r CcM��� IJVOoo 10 �I 1O i F F CO S1 C 0 D 0 Ck� _.AV._ -A I L dGC�f Lao C�GQG�][I�9-AIL JL _9&_ I I&- AIL Lao & LaG3C�C��4C�C�4 0 ADDJ. _,1L _jL0 _.d9=b_ A I A 0 __LLN S 13 SS N R S D NC -I F -I -I 0 11 -.a- U, A -..L- -A-1- AIL I �il� GTOLQ�]oOC3� G1MCG�IMC� //Q��[yy1��MCG3GaCL1��D��g��Mf �In �700 G3C3 9 ° 0 9 VNJ�°�LS�°�v474? f ; APPROVED AS NOTED 1 � TABLE OF DIMENSIONAL REGULATIONS DATE: B.P.#_ FEE: S BY: TOWN OFSOUTHOLD COMPLY WITH ALL CODES OF 4` NOTIFY BUILD;NG DEPA9TMENT AT 'QQ+ 765-1802 8AM TO 4 PM FOR THE NEW YORK STATE & TO%NN CODES �O DISTRICT1000,SECTION55,BLOCK2,LOT25.1 FOLLOWING INSPECTIONS: AS REOU1R1FD AND CONDITIONS OF O• \ SINGLE FAMILY DWELLING ZONE-RESA-C EXISTING PROPOSED 1. FOUNDATION - TWO REOUIRED nn MINIMUM LOT AREA 80,000 SF 94,720.34 SF NO CHANGE �o FOR POURED CONCRETE ----�- -- 2. ROUGH - FRAMING & PLUMBING r- "'._ '�i"y P�ARD EX 1ST. \ MAX. LOT COVERAGE 20� 3.11 4.01 3. INSULATION ASPHALT 10-10-22 ISSUED FOR PERMITS 4. FINAL - CONSTRUCTION MUST .,�'.;'LD TO", TU TEES MINIMUM WIDTH 175' 300' NO CHANGE AND CONSTRUCTION. BE COMPLETE F^-' C.O. N r D DRIVEWAY ALL CONSTRUCTION SHALL. MEET THE HEIGHT / NO. OF STORIES 35'/2 1/2 25'-6"/2 NO CHANGE \ REQUIREMENTS OF THE CODES OF NEW MINIMUM FRONT YARD DEPTH 60' 207' 199.5' YORK STATE. NOT RESPONSIBLE FOR MINIMUM SIDE YARD WIDTHS (SINGLE / TOTAL) 20'/45' 61.5'/80' 61.5'/52.6' DESIGN OR CONSTRUCTION ERRORS. REAR YARD 75' 184.4" NO CHANGE ' NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE A-C" ZONE RETAIN STORM VJATER RUIt30FF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. G� \ OCCUPANCY OR USE IS UNLAWFUL PLUMBER CERTIFICATION �0+'l-Y WITHOUT CERTIFICATE. ON LEAD CONTENTBEFORF OF OCCUPANCY CERTIFICATE OF OCCUPAN C) W m "F SOLDER USED IN WATER EXIST. WALK EX15T. MASONRY SUPPLY SYSTEM CANNO- EXIST. WALK 3 EXCEED 2/10 OF 1% LEAD. I STORY FRAME 0 /qq$ HOUSE z71 I7RA I NAC P S I C N GS I T R I : iIN i o I. RUNOFF GOEFF I C I ENT5: Q SFD) q��0 EX15T. DECK 7205.F DETACHED PAVEMENT = 1.00 PWMBING, Blower door �o, SEPARATE OARAOE (PERM TLED DER ROOF = I.00 ALL PLUMBING WASTE: / 4$, $LAWN „&WATER LINES NEED and ductwork PROP. LANDS APE= 0.20 8�2 I S.F. 2. PROVIDE STORAGE FOR 3" RAINFALL TL IhG.$ ,QI E COVERT+VG testing required. PROP05ED V DIA X 4' ADDITION DEEP 5TORM POOL , ROOF DRAINAGE GALGULATION5: 3� DRAIN AREA 'A' J-1 DRAIN AREA 'B' 1. DRAIN AREA A: 55-7.56 5.F. ROOF x .25 x100% = 13q.3q G.F. ` —PROPOSED &' DIA X h� Must provide Manuals m 0 LU 4' DEEP STORM PODL U5E (1) 8' DIA. X 4' DEEP STORM POOL w A11 exterior lighting a p �l W/ OPEN ORATE. = 16&.a6 G.F. U D, J and S as per installed,replaced or W o NYS Energy Code repaired shall conform ° / ,40,1VA 2. DRAIN486.8G S.B ROOF X •25 X .20 = 124.22 G.F. W to Chapter 172 N12° 2q ^ >�- i—I of the Town Code (!) 1 2(�' USE (1) 8' DIA. X 4' DEEP STORM POOLI— N129 2q'40"W W/ OPEN GRATE. = 168.g6 G.F. (� 3Q0.03' W � Z SITE PLAN 15 BASED ON A SURVEY... z n CO Q 517E FIAN �- SC.ALE: P=50' O 0 - Q-I � � V1 m U , o � 00 O a - 00 6— 0 a El a 0 0 0 0 D 0 OAD L� A.%�N I N S 1 N E X PR(D41 @U#o 2251 W so YO R K 97 _4 DWG. INITIAL LATEST I55UANGE NO. DRAWING TITLE I55UANGE REVISION NO. 4 DATE , PROJECT5-2231 T-I TITLE SHEET 4 51TE PLAN 10-10-22 T-I.DWG J D9 N-I 5PEGIFIGATIONS 10-10-22 A-I 5GHEDULES, NOTES $ DETAILS I0-10-22 A-2 REMOVAL PLAN I0-10-22 UUTUBER 109 2022 A-3 FOUNDATION PLAN, PLUMBING RI5ER NOTES I0-10-22 A-4 FLOOR PLAN, 5GHEDULE5 NOTES 10-10-22 _ A-5 ROOF PLAN 10-10-22 7 === 1 A-6 SEGTION5 10-10-22 A-1 SECTION 10-10-22 A-& ELEVATIONS 10-10-22 nn r UW��LJ ma'- I 0T 10 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. ROOFING: A. THESE GENERAL_ NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. ( )30 1. FIBERGLASS SHINGLES: THIRTY YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT B. BUILDING CODE: AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD � MANUFACTURER'S INSTRUCTIONS. 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. EXTENDING WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30ENDING OVER TOP OF SHAKE AND ONTO SHEATHING. # A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 3. EAVEEND( FLASHING: SEE NOTE B-4, BELOW. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashina: AND HIS SUBCONTRACTORS B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING.E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. G�[]MCG�Cz]C�LLp[og 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM TH EEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. e THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL r' NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER, PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS �120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. • SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD D BOLTS IN WOOD FRAMING: RESIDENTIAL CODE OF NEW YORK STATE. BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE n n 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE ���v�° DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SO. X 5/16" WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED B. 3 4" DIA. BOLTS-2-5/8" SQ. X 5/16". NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20 , AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR �� 10-10-22 155UED FOR COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE / " EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR„ FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16 LARGER THAN DIAMETER OF BOLT. PERMITS ff GONSTRUGTION. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT WERE THE BOTTOM IS LESS THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS:1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENT'S SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES 11. THESE REQUIREMENTS MAY BE 'SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. AGENERALGYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. . AL G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD, BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNALL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 10PSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 10PSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 200PSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS.6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TO UNDISTURBED `.SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) PROJECT IS BEING BUILT. ENDS OF MEMBERS. 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL DIVISION 15 - MECHANICAL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS:EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEEROF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION. PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3 3. THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE O PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. B.1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED PILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6 MINIMUM BEARING FOR EACH 4 OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE W q ® 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK U Q FOOTINGS 3,000 1/2"-1" 4"t1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. �J 0 SLAB-ON-GRADE 2,500 1/2"-1" 4"t 1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X 12 3. INSTALLATION: WALLS 3,000 1/2"-1" 4"f1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. w GARAGE SLABS &: EXTERIOR SLABS 3,500 1/2"-1" 4"t1" w/ 5% L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. AIR ENTRAINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN > 2 EACH PLYWOOD SHEET SHALL BEAR THE APA" TRADEMARK. 6 -0 HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. Z z BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. � H 3. ALL REINFORCEMENT, ANCHOR (BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. 5. NAILS SHALL BE PLACED 3/8 MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. Q Q B. REINFORCING 'STEEL: 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT W = U 1. REINFORCING :STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. � El I- M. CORNER BRACING: H 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. H 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 O U BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING of - Lij SCHEDULE Lo N 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) 2. LAP PLATES AT ALL CORNERS. m 1v C INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING O POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: Ilm 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" 9 C; Rm 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. O Z A. FOOTINGS: 3" a B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENITS) G°7G3Od1E@4#1-3 2231 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q. PARTITIONS: �Q� noo PROJEGTS-2231 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. N-(.DWG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY 1. GENERAL: THE ARCHITECT. A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARAL.LEL JOIST. 3. ALL FOOTING (EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER THE LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SLAB E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. RECOMMENDATION. MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. MERU H@o°a 2 Of 10 i TA5LE 5.1 FASTENER SGHEDULl: FOR STUGTURAL Ml:MSER5 A��` I '}� I O 'I�� I®7 JOINT DESCRIPTION NUMBER AND TYPE OF NAIL 5PAGING I� I I� FASTENER ROOF FRAMING 3-8d er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH Rafter to To Plate Toe-nallE:d STRUCTURAL GRADE NO. 2 OR BETTER. Cellinci Jost to Top Plate Toe-palled 3-bd per IoI5t 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. C-elling Joist to Parallel Rafter Face-mile 4-Ibd el ac la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Celli Joist Las over Partitions ace-nalled 4-Ibd each la PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4 O. Gollar Tle to Rafter Face-mile 4-5d per tie �� " 51MPSON LSTA 30-18GA. Blockin to Rafter Toe-nallecl 2-ad each end ALONG EDGES 4 6 O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. RIDGE STRAPS AT EA. Rim Board to Rafter End-na►Ie:d 2-Ibd each end 4. USE 50LID BLOCKING OR X- BRACING BETWEEN ALL J0I5T5 ® 0'-0" MAX. 5PACI 2" x W RR ® 16" D.G. RAFTER. 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. WALL FRAMING 6. ALL FLUSH HP. CONNECTIONS TO BE FASTENED W/RATED GALV. METAL OR Top Plate to To Plate Face nailed 2-Ibd er foot CONNECTORS BY 51MP50N (OR EQUAL). TYP. ROOFING Top Plate at Intersections Toe-nalled 4-Ibd Dints - each side 2"x4" COLLAR TIES AT / \ Stud to StudI Ibd 24" o.c. I" MIN. AIR SPACE Header to Header ace-nailed 2-16d 16" o.c. alonged es 5 L.A Z I � I O � I®7 5 " ABOVE INSUL, I6" O.G. �" DOWN �t I�t Gi[1M�G�C;1C�Cs1�9 G1JG�'In BOO G3C3 9�g0� BETWEEN RIDGE AND ToI2 or Bottom Plate to Stud End-nailed 2-Ifo ver 2x4 stud 3-Ibd er 2x6 stud CEILING JOISTS. 4-Ibd l2er 2x8 stud WINDOWS / 5L. GL. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ Bottom Plate to Floor Joist,Banci Dist,Gid Dist or Blockin ace-nailed - + + o FLOOR FRAMING BY foot INSUL. GLA55, IMPACT RESISTANT 4 DESIGN PRESSURE RATED AS REQ'D I/2" G. + + W.B. + + L�I�° BY CODE OR USE: 5TRUGTURAL PANELS FOR STORM PROTECTION- + + PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/I6" THICK. R L. SHEATHING Joist to Sill T Plate or Girder Toe-nalled 4-8d er Dist INCLUDE ATTACHMENT HARDWARE: (OPTI AL) Brld i to Joist (Too-nailed) 2-bd each end 2 1/2" NO.e) NO. 5GREW5 ® 16" O.G. F/ 5PAN5 LE55 OR EQUAL 4 Bloc In to Joist Toe-nalled 2-8d each end o 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, I ATION BlockInq to 5111 or Top Plate (Toe-nalled -F6 d each block AND ® 12" O.G. F/ SPANS BETWEEN 6 4 8 FEET. Led er 5tr Ip to Beam Face-nailed 3-16d each Joist Joist on Ledger to Beam Toe-nalled 3-9>d 12er IDist Band Joist to Joist End-nailer 3-Ibd per olst BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or To Plat. Toe-nalled 2-Ibd er Dist WITH OWNER. 1 ROOF 5HEATHIN6 OPTION. PROV. 1"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. Structural Panels ad b" ed e /6" field FROM HEATHER,SWEAPR RR1 TGHO(VERH='I' DETAILS E, PROV. PLASTIC INSERTS TO PROTECT 7*,/F, I �I GU L.. R /� r-7� Sheathing i I�t:J 1"'t Dia opal Board 5h I I"x6" or I"x8" 1"xl0" or wider per support GL'ILINS 5HEATHIN6 C.,L I �I A 71 Ce 4 O ®O A F H I su I and 5d coolers 7" ed e / lo" field WALL SHEATHING I A Structural Panels Sd 6" ed a 12" field � 5 I O I � C 17 Fiberboard Panels ��� �11 o 7/I6" rod 3" ede 6" field/ 25l32" 8d 3" edge /b" field AMERIGAN FOREST AND PAPER A550GIATION (AFC PA) u WOOD FRAME GONSTRUGTION MANUAL FOR Nord 5d coolers V ed e / 10" field ci-20-22 ISSUED FOR PERMITS Hardboard 8d b" edge / 12" field ONE AND TWO- FAMILY DWELLINGS. (2015 EDITION) DOUBLE TOP PLATE AND GON5TRUGTION. Particleboard Panels bd 6" ed e / 12" field Diagonal Board 5heathtn I"xb" or I"x&" 2-5d per support GROUND 5NOW LOAD 30 P5F I"xl0" or wider 3-8d er s ort FLOOR SHEATHING WIND 5PEEO : SOUTHOLD 130 MPH (3 SECOND GUST) Structural Panels WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) MAINTAIN I" CLEAR HEADER FOR VENTILATION. I" or less 8d 6" ed e / 12" field SEISMIC DESIGN GATEGORY C greater than I" lOd 6" ed a 6" field NOTCH RR F/ FULL HEIGHT Dia onol Board 5heathin WEATHERING AREA SEVERE ��� SHEATHING STUD I"xb" or I"x5" 2-&d persvioport x O or wider 3-Sd per s ort ICE SHIELD YES ROOF SHINGLES FROST LINE DEPTH HEADER TO STUD: holy. stl.,min. 12 ga. shank w/a min. 3/W dia. 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 DECAY AREA SLIGHT TO MODERATE W/ 16-10D FASTENERS roof manufacturer and provide no less than 4 fasteners per stri shingle. R-30 TINS \ Nalling requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing Is nailed WINTER DE51GN TEMP 11 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 I TYP. ROOF. TIES: g ® RE: I C, I 0 7 E 5 I-4 PLATE 2When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be SIMP50N "Ft1Z" STUD TO PLATE: reduced to I-16d nall per foot. CONNECTORS ® Ib" O.G. R302.ci Wall and telling finishes not Including trim, door, and window frames shall have U.N.O. 51MPSON "HDUS" UPLIFT a flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke-developed Index of not greater than 450. GONNEGTOR W/ �" DIA. TYPIGAL AT CORNERS R302.14 Combustible insulation shall be separated a minimum of 3 Inches from OF BUILDING AND AT �I �I ®7E5 recessed lighting fixtures, fan motors, and other heat-producing devices or BOTTOM PLATE r ENDS OF 5HEARWALLS. I ERAL I separated In accordance with the conditions stipulated in the fixtures listing. ��� Recessed lighting installed In the building thermal envelope shall meet the 1. All work shall comply with the 2020 International Residential Code for one and requirements of Section NII02.4.5 II J� I #� J� two family dwellings, the 200 Wood Frame Gonstruction Manual and the A5GE-7-10. R305 Glazing at hazardous locations shall have glazing protection In conformance T l I GAL.. A I I�l� L/ 'r'�°t Contractor shall coordinate any and all Inspections as required to obtain certificate with r308. In general, glazing in all doors and fixed side panels, Glazings less than of occupancy on behalf' of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors In closed 2. All work shall comply with the New York State Energy Conservation Code,. See „ �I note 5. position with s(Ils less than 60 above floor. Glaztngs over cl square feet and less � 7Y�, R®®� V O.J. � 7 ®F NI I�e5 n All electric work shall comply with the National Electrcce Code. Electrician shall than lb" above finished floor. Glazing near stairways/landings. See complete text of P y R308.4. Glazing for specifics on locations and exceptions. I" = I'-O" I" = I'-O" obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, R30b.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. cable Jacks, etc. with owner as required for the full installation and satlsfaction of owners requirements and code compliance and shall provide same. R30c1 Garage opening protection and separation required to be as noted and in Architect is not responsible for electrical designs for this project in any capacity. conformance with R30c1. 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 requirements 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 5:1 square feet. 24" minimum clear opening height, 20" minimum clear W 1-.1 in any capacity. Contractor shall provide sanitary system In accordance with the opening width, 44" max still height. owners approved site plan and shall cocrdinate all inspections required for approval U of same. And surveys Indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL Contractor shall provide surveyor with Information as required. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT - 5. All H.V.A.C. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. and Building Code, and Energy Code. Contractor shall review all mechanical systems W _ with owner fort e of system to be provided (I.E. oil as, or electric hot water or Q < type, y p � g R311:1 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 heating or air conditioning systems in any capacity. project more than 4.5 Inches on either 51deof the stairway and the minimum clear (n L J 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, proceed with any of the work. shall not be less than 51.5 Inches where a handrail is Installed on one side and 27 TYP. ANCHOR BOLT: W O 7. All site work Including sanitary system" utilities, easements. setbacks, elevations, Inches where handralls are provided on both sides. The maximum riser height shalt be TYP. HOLDDOWN5: �j Z Ott drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the &.25" and the minimum tread depth shall be cl" In conformance with R314.2. Minimum CO DIA.. AT O.G. owners surveyor. The Architect is not responsible for site designs of any type in any headroom 6'-5'. All stairs shall be provided with illumination In accordance with COORDINATE PLACEMENT BY 51MP50N, HD2A PT.) AND E capacity. 5ectlon R303.4. Enclosed accessible space under stairs shall have walls, under stalr W/HOLD DOWN BOLTS. VERIFY 0I 14-5D53 SCREWS (OPT.) AND EXTENDED n r- e all ork shall be performed licensed contractors whom are experienced with n soffits protected on the enclosed side with 1/2-Inch sum board. BOLT 1YPE,EMBEDMENT,REBAR = z 5/8 BOLT FROM END WALLM = p by p surface and any p gyp (5EE FND. PLAN FOR LOGATINS) c z W 0 the type of work beincl performed. All contractors shall maintain liability insurance and ETC. BEFORE CONSTRUCTION -i Q workers compensation insurance in connection with all work being performed In R3113.8 Handrails having a minimum and maximum heights of 34 inches and 35 Inches, TYR SUB-FLR. I - TYP. 5U5-FLR. ( Z project. respectively, measured vertically from the nosing of the treads shall be provided on TYP F J. TYP. F.J. c ci. All materials, systEsms, equipment, fixtures, etc. shall be Installed in strict at least one side of stairways. All required handrails shall be continuous the full I- " x 18 GAUGE STEEL compliance with the manufacturers written speclftcatlons and installation Instructions length of the stairs with two or more risers from a point directly above the top riser ( 1-4" x 18 GAUGE STEEL N u� LU including all clearances for service, etc. of a fli ht to a Dint direct) above the lowest riser of the flight. Ends shall be GOLIED STRAP WRAPPED 10. All contractors shall warrant their work in writin to the owner for a minimum g p y g UNDER SILL AND OVER le,-�UNDER. 511_11_ GOLIED STRAP WRAPPED j N .I g returned or shall terminate In newel posts or safety terminals. Handrails adjacent to AND OVER (V Q period of two years. a wall shall have a spce of not less than 1.5 Inches (3&mm) between the wall and the I EACH STUD W/ 12" MIN. 11. The Architect shall not have control or charge of and shall not be responsible handrall. The handgrlp portion of handralls shall have a circular cross section of 1-1/4 STUD BEARING. NO. C5I8 EACH STUD W/ 12 MIN. mLU for construction means, methods, techniques, sequences, or procedures, or for safety Inches minlmvm to 2-5/& Inches maximum. Edge radlus of 1/&". BY 51MP50N STUD BEARING. NO. GSIS 0 programs in connection with the work or for acts or omissions of the contractor, Y SIMPSON O v subcontractors or an person performing an of the work, or for the failure of any of inches cfl4mm in height. Open sides of stairs R-30 INSUL. I R-30 INSUL. y p p g y R312 Guards are to be a minimum of 36 1 c ( ) them to carry out the i,Iork 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 W/VAPOR BARRIER UP • • W/ VAPOR BARRIER UP • � � that said res onsibilt is the sole responsibility of the contractor. z ° • p y P y guards (each side) not less than 34 Inches In height measured vertically from the 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and nosing of the treads. (Second story guards are recommended to be higher) approved by owner. TYP. FND. / FTC. GRADE TYP. FND. / FTC. Z 13. All interior finishes Including but not limited to walls, flooring, tile, etc. shall be a a reviewed with and approved by owner. R314 Single and multiple-station smoke alarms shall be Installed in each sleeping GRADE IN rc� 14. All miscellaneous interior items includin but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area In the Immediate vicinity of the EXP. JT. ° PITCH FINAL GRADE EXP. JT. ° a closet shelving, kitchen cabinets, sheiving.h ardware, etc. shall be reviewed p h and bedroom, on each additional story of the dwelling, including basements. The alarm AWAY FROM WALLS TYP. PITCH FINAL GRADE N approved by owner. devices shall be Interconnected in such a manner that the activation of one alarm will 4" 3500 P51 GONG. SLA AWAY FROM WALLS TYP. 15. Where existing walls, posts etc. are removed It is the responsibility of the activate all of the alarms in the individual unit. The alarm shall be clearly audible In all - bedrooms over backround noise levels with all Intervening doors closed. All smoke a z °. O z FDR@ 4#° contractor to provide temporary support, shoring, bracing, etc. as required. ° 2231 alarms shall be listed and installed in accordance with the provisions of this code a: • �. � � a. • �� and the household firewarning equipment provisions of NFPA72. P sleeping 2KEYWAY d. •a 2KEYWAY ' a- :a o R315 Carbon monoxide alarms shall be installed outside each separate slee In area ��e � (��[�[� PROJECTS-2231 r�)E eJ I eN In the Immediate vicinity of the bedrooms. Where a fuel-burning appliance is located v a A-I.DWG within a bedroom or its attached bathroom, a carbon monoxide alarm shall be 811x16" Installed within the bedroom. Carbon monoxide alarms shall be listed In accordance FOOTIN LIVE DEAD with UL 2034 and UL 211. 1DR&WDK(2#o 30 10 ROOF ; 5NOW LOAD R702.7 A vapor retarder are required on the Interior side of frame walls in Climate PER .12 PITCH Zones 5, 6,7, 5 and Marine 4 with the exception of basement walls and below grade 40 10 DECKS / PORCHE5 portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 10 SLEEPING ROOMS R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTICS WITH 5TORACE 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 ATTICS WITHOUT STORAGE unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section MI305.1.3 for access requirements where mechanical equipment Is located in attic. V I� RIOOI.I 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 applicable clearances to combustibles and firestopping. 1 d��r� Qo �Qaa9 QooaQo MD ngmm@m MIME aowmaalalo9 air %o T 6�39 0�7�7700�44 I.THE GENERAL GONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, GA5 LINES, PLUMBING LINES, ETC. THAT ARE E 0 0 DECK a AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES �— STEPS SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE �����o PROVI510N5 PRIOR TO PROCEEDING WITH DEMOLITION WORK. 2-ANY AND ALL REOUIREMENT5 INGLUDIN6 BUT NOT LIMITED TO 05HA AND NEW YORK STATE BUILDING CODE REG2UIREMENT5 FOR DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK 10-10-22 ISSUED FOR PERFORMED IN CONJUNCTION WITH THIS PROJECT. PERMITS 4 GONSTRUGTION. 5-CONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE REMOVED AS PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE IEDI TEMPORARY BRAGIN6 UNTIL NEW WALLS OR SUPPORTING MEMBERS ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEG2UATE EN61NEERINO SUPPORT MAY BE PROVIDED AS PART OF NEW CONSTRUCTION. 4.GONTRAGTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, SLID PANELING, ETC. LIVINS ROOM 5-ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE LEGALLY DISPOSED OF BY G.G. &.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING CODE AND ANY AND ALL LOCAL REG2UIREMENT5. REF. '7. ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN DN. ACCORDANCE WITH THE PROVI5ION5 OF THE NATIONAL ELECTRIC CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. 8.6.0. SHALL PROVIDE TEMPORARY SUPPORT OF ANY t ALL UTILITIES, PANT. PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. q.CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF EXISTING ITEMS THAT OWNER MAY W15H TO RELOCATE/REUSE. Rr=140 Y AL 07r=J: DN. R-1 PORTION OF EXI5TING WOOD FRAMED WALL TO BE REMOVED A5 INDICATED INGLUDING BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, MECHANICAL, PLUMBING, 6YP. 50. $ MISC. FINI5HE5 ETC. HALL R-2 EXI5TIN6 WINDOWS SHALL BE REMOVED d D15GARDED IN THEIR DINING ROOM I ( ENTIRETY. R-1 Two CAR&ARA5E R-b R-3 EXI5TING VINYL SIDING SHALL BE REMOVED 4 DISGARDED IN IT5' 13ATHROOM IL—:::: R-5 ENTIRETY TO ALLOW FOR NEW WORK UP EXISTING DOOR, FRAME 4 HARDWARE SHALL BE REMOVED AND FOYER R-2 ® DISCARDED W U R-5 PORTION OF EXISTING INTERIOR WOOD FRAMED WALL TO BE REMOVED O AS INDICATED INGLUDIN6 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, MEGHANIGAL, PLUMBING, 6YP. BO. $ M150. _ FINISHES ETC. W � R-b EXI5TING FLOOR FINISH 5HALL BE REMOVED IN ITS ENTIRETY TO EXIST. 5UBFLOOR. PREP 503FLOOR FOR NEW FINISHES AS SELECTED BY OWNER. NO STEPS *"CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF W � ANY EXI5TIN6 CONSTRUCTION THAT IS NECESSARY TO COMPLETE NEW W O WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE z REMOVAL LIMITS OF ALL EX15TINO CONDITIONS THAT INTERFERE O WITH THE CONSTRUCTION OF NEW WORK. * ALL MATERIAL REMOVED SHALL BE PROPERLY AND LEGALLY W —� G- DI5P05ED OF. � O � X 0 Os - } u� 130 i O O O E:j) O a a � a pG3�dGC�4#o 2231 PROJECT5-2231 A-3.DWG �a��4 a0oo 4 of 10 I i EXIST. Ib"X5" PILASTER TYP. 3500 P51 GONG. FOUND. WALL TO — — — — — — — — BE 5" THICK MIN. 56" BELOW GRADE w/(2) #5 REBAR TOP 4 BOTTOM ON CONTINUOUS FOOTING PROVIDE J" x 16" AB 52" O.G. REFER TO A-I FOR DETAILS I :1 dmp� �° o mmHg L° o0.L o� ±8-O 22-O O ® 5 G3f1MmGIImQDD 9 mu ° 0 9 Fr. X it: EXI5TIN6 — FULL BASEMENT I 8"XI6" VENT BY O AIRVENT INC. X PL5L COLOR BM. PGKT. i I '8„ " TO BE GRAY. 10'-4' 10'-4" WIL 13 0 — — — — — - DN. r Fj PGKT. _ EXI5TIN6 EX15TIN6 — DRILL GROUT =— 1-O — — — -6 — 6 XIO GIRDER 6 XIO GIRDER H/ #5 REBAR ® A— 12 O.G. INTO u� I I EXIST. FOUND. I `t REMOVE EXISTING L�lu PROPOSED GRAWL5PAGE 2"XIO" F.J. BASEMENT WINDOW (Y cL ®I6" O.G. AND PROVIDE 32"x32" w PROVIDE MIN, 2" � I �•.,` ACCESS OPENING TO I L 5500 PSI GONG. = , V NEW CRAHL5PAGE O I I _ RAT SLAB ON 6" r Ib"xlb" GONG. PIER I I I b j I BARRIER.VAPOR NJ W 4A REBAR ® VERT. EXCAVATEDI I w LE 10 UN X � ® 10-10-22 ISSUED FOR UP w ( PERMITS 4 CONSTRUCTION. p DRILL t 6ROUT 30"x30"xl2" _ X 1 / #5 REBAR ® I ' cV 12" O.G. INTO BM. DEEP GONG. EXIST. FOUND. I PGKT. FTC' �- L� I 3�" DIA. STL. • •i COLUMN — — — o STEP FOOTING __1 I I I EXIST. GONG. AS REQ.D NOT NT BY O O O FOUNDATION TO EXCEED RATIO TYP 2`I - 2"XIO" F.J. AIRIVENTING.PL5 COLOR TO BE GRAY. (TYPb) X I —- BM. PGKT. m ®U I �► I ® I I `� 10'-0" 22.-0" 32'-0" LINE OF EXISTING LINE OF PROPOSED 07F.5: DWELLING ADDITION lO PROVIDE GRAWL5PAGE VENTILATION AS PER CODE (1 50. FT. PER 150 50. FT.) 785.16 5.FJ 150= .23 S.F. REQUIRED. USE ((o) Wxlb" VENT5, COORDINATE LOCATIONS IN FIELD Lu C) Z W < �# V O w kn W � � fOUNI::)ATION NOTES: '—' z I. ALL FOOTINGS SHALL REST ON UNDISTURBED 501L OF 2 TSF HOLD-DOWN BOLT: w � CDBEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REG-D. TO - ,4." VTR ANCHOR 5HEARWALL 5EOMENT5. (SEE 5TNO. DETAILS). CONTRACTORS (P z MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO JIL ROOT 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE INSURE ALIGNMENT OF BOLTS 8 STUD BRACKETS. OPTION: (INSTEAD ---► Q- IN PLACE, PUMP AS REQUIRED. OF H02A'5 4 BOLTS): USE STRAP TIE HOLDOHN, 51MP50N 5THD10 O EMBEDED IN FND. HALL 4 EXTENDED UP OUTSIDE FACE OF WALL AS W —I z 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO REOV. [SEE FLOOR PLAN FOR 5HEARWALL SE&MENT51. O I— < MORE THAN 50 FEET APART AND NO LESS THAN 4'- 0" FROM ANY PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH GONGRETE: _____ 3 CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION ALL CONCRETE TO BE STONE A66RE6ATE, WITH A MINIMUM (28, DAY) �- -- JOINTS. 5TREN&TH OF 5000 P51, EXCEPT USE 3500 P51, FOR ALL EXTERIOR O i �--------- USES; INGLUDIN6 GARAGE SLAB, ETC. I i ; 4. 5LAB5 ON GRADE SHALL BE PLACED BY STRIP PLACING I I I METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL I I I JOINT5 (SAW GUT) MAX. 30'- 0" O.G.; CONSTRUCTION JOINTS SHALL I i 2„I BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF GONGRT NOTES: O Q 1311 2"1 2"1 LAV. LAV. PLACEMENT. O z I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-qq; Q 1 1/2" 1ST. �LOOiz CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE; ALL WG 5HR I TUB I T1'F I G A L r-O U N�A T 1 O N N O TF.S: EXTERIOR CONGRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. L p o0 SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. O z d 3" I I/2' I I/2 END./ ETCH.: 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE G' 4„ G.O. 5" THIGK GMU FND. WALL (or P.G. WHERE NEW) w/TYP. ANCHOR BOLTS, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM a Q [� TIE INTO EXISTING SCHD ON CONTINUOUS 16"w. x Wd. P.G. FOOTING; TO A MIN. DEPTH OF 36" A-615 GRADE 60. APPROVED 5ANITARY 4„ G.O. BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON 3 TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR SYSTEM. CAPACITY. NTAL - GONTI UOUS AT TOP 4 BOTTOM OF BARS, HALL AND/OR IN I /FT6. wMIN. 3" REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 [�G3 oOdC C�4#o 2231 COVER. 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 5ILL/TYP. ANGHOR BOLTS: DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON- 2-2"x 6" (or 1-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS PROJECT5-2231 5A5EMENT PLATE, (PROV. TYP. 5ILL/V4ALL TIES, WHERE REQ'D) OVER TERMITE OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL A-3.DWG SHIELD AND SILL 5EALER w/ %"dla. ANCHOR BOLTS (7"MIN. EMBEDMENT BE IN AGGORDANGE WITH AGI 5P-66. (55) AND 3115QUARE WASHERS) ® 36"o.c. 8 25"o.c. WITHIN & FT. OF CORNERS AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE 5. PROVIDE TWO #5 ALL SIDES FOR OPENIN65 IN CONCRETE D R °MOM A3 PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. TO CONNECT TO WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 5HEARHALL STUD BRAGKETS. (SEE DETAILS). OPENING; HOOK ENDS. SILL/HALL TIES: 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR REQUIRED ONLY AT ROOF BEARING HALLS: PROVIDE 51MP50N G520, MECHANICAL TRADES. OPENING5 SHALL BE PLACED SO AS NOT (20 Gage), 11/4" STEEL STRAP TIES ® 16"oc (AT EA. STUD w/MIN. 5- 8d TO AFFECT THE STRENGTH OF 5TRUGTURAL MEMBERS. A 5 NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF SILL, GUT TO LENGTH AS REQ'D. (SEE DETAIL) OMIE77 ma __ I i NJ�nnLf Lr�Lr7L 10 LSL:,llf mq G,�o�oL:.10 nwimG e o 9 all 9 9 ° o fl WOOD DECK M 0`l72`[7°OO ° f . 22'-0„ 2'-6" 3'-7 3/4" I 4'-II I/2" 4'-II 1/2" I 3`7 3/4" 2'-4" EX15TI N6KITCHEN O O O EX15TING LIVING ROOM Ory nnnn I I y m REF. tr DNROO1.l O cv 10-10-22 155UED FOR W D PANT• TUB PEE-5TANDINO m PERMITS $ GONSTRUGTION. \ O 4 x 4 SOLID P05T N DN. / c ® I ALK-IN BATHROOM "--b' FRENCH DOOR G.I CLOSET I Q' 4,- n EXISTING EXISTING HALL 2"x8" COLLAR TIES EA. 51DE EXISTING DINING ROOM - OF R.R. ®± 8'-O" O.G. WRAP W/ _ I" DISTRESSED TRIM, FIN15H A5 O TWO GAR GARAGE ---- SELECTED BY OWNER. - ---------------------------- --- --------------------------------------- EXISTING UP BATHROOM 30'POCKET 3 1.POCKET EXI5TIN5 DOOR DOOR �SD FOYER m _ MA5TER -6 BEDROOM -� N O BUILT-IN WINDOW SEAT PUILT-IN 4 x 4 SOLID P05T Ii O WDOD DECK t --- ------------------------------- STEPS --- (2) 1 " x -7 LVL W/ " PLT. I G.I f=�00R FLAN 6.2 1-1 SCALE: 1 -0 (UPPER)(UPPER) W < ks) SR. �B 10'-0 " 22'-0" a/ - O 32'-O" W z LINE OF EXISTING LINE OF PROPOSED Q I DWELLING ADDITION V] w W O z RAM1NO MOTES: W I NI�)O W SGHI=I�UL�: Z Q I. ALL FRAMING LUMBER SHALL BE ORAiDED STAMPED DOUOLA5 FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. ANDER5EN 2. ALL SHEATHINO TO BE APA RATED,EXPOSURE I. 5/8" MIN. THICKNESS OR AS MARK 400 SERIES arr. ROUGH OPENING WINDOW DIMENSION O Z 1. I5H7INO � �ITI� Tl01� MOTs: NOTED. EXISTING 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE I. 3/4" MIN. � � �� • THIGKNE55. ALL EDGE5 OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE O 024 1 4'-0 �' X 4'-0 4'-0" X 41- 0" VENTILATION NATURAL LIGHT AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. - - ROOM NAME SQ. FT. D PROVIDED REOV PROVIDED 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE Cyy25 2 4'-g" X 5'-O�" 4'-8�" X 4'- II�" EX15TINO 8"Ab" GONTINUOUS MASTER BEDROOM 501.5 4% 12.76% 8% 17.17% UPRIGHTS, Cl'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE `1 A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGS. •2 GTGW2 2 4'-g" X 2'-7A" 4'-8�" X 2-ba" O Q CONCRETE FOOTING. MA5TER BATHROOM 146.&1 4% 11.44% 8% 12.g4% 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS X 4'- O" �(3G.I EXISTING 8" 5000 PSI CONCRETE AS PER N.Y.5. CODE OR AS NOTED o W-O" O.G. PROVIDE 2" AIR SPACE GWI4 3 2'-4 �" X 4'-O�" 2'-4�" FOUNDATION WALLS. 5UNROOM 203 496 45.M% 8% 57 51% FOR AIR CIRCULATION IN ROOFS. GTGWI 1 2'-49" X I'-2j" 2'-4g" X I'-2g" 6. DOUBLE FRAMING AROUND OPENIN5SI(skyllghts,stalrs etc.) OR AS NOTED ON � �❑1°j �- NEW 8" 3000 PSI CONCRETE p '� �- '� � �� �_ �� *.. DRAWINO5. GN25 b 3-5 X 5 O 3-4 X 4 I I9 FOUNDATION WALLS TO BE TIED 7. DOUBLE UP FRAMING ON ALL PO5T5 AND PARALLEL PARTITIONS OR AS INTO EXISTING FOUNDATION W/ #5 O ONI5 I I'-q" X 5'-09" 1'-8 }" X 4'- Ili" REBAR @ 12 O.G. NOTED ON DRAWINGS. to NEW WOOD FRAMED WALLS @ I6 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED O AN351 2 3'-5g" X I'-g" 3'-4 " X I'-8 --O.G. W/ GYP. WALL BOARD OR GALVANIZED METAL CONNECTORS BY "51MP50N" OR APPROVED EG2UAL. pQ�d��#o PLASTER EA. 51DE ON INTERIOR q. PLYWOOD 5HEATHINO TO BE NAILED ,WITH 8D @ 4" O.G. EXTERIOR EDGES O AN61 1 6-0 J" X 2'-0 g" 5'-II g" X I'-8 2231 WALLS TO MATCH EXISTING. /� I I�l AND 60 @ 12" O.G. INTERMEDIATE. EXISTING WOOD FRAMED WALLS OUAR� f00TAeE 0TF-5: 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH O FWH6068 2 6'-O" X b'-8 " 5'-II " X 6'-8" ® PROJECTS-2231 �QD Ib�a O.G. W/ GYP. WALL BOARD OR EXISTING FIRST FLOOR = 1,13g. OALVANIZED HURRICANE TYPE H7 CONNECTORS BY "SIMPSON" OR 50 S.F. O EXIS15TING SECOND FLOOR = gb4.44 S.F. GXWI4 2 3'-O�" X 4'-O�" 2'-II R" X 4'-O" o A-3.DWC� PLASTER EA. SIDE ON INTERIOR APPROVED EG2UAL. WALL5. EXTINO ATTACHED OARAGE = %4. 5.F. 11. ALL PRE-ENGINEERED LUMBER 5HA" BE "TRUSS JOIST" TJI SERIES 44 QSD SMOKE DETECTOR EXISTING REAR DEGK = 4g4.63 S.F. WOOD-I-BEAMS AND LVL PRODUGTS OR EQUAL. ALL JOISTS, GIRDERS AND WINDOW NOTES: EXISTING FRONT DECK = 55.0 S.F. HEADERS SHALL HAVE BEARING 5TIFFENER5 INSTALLED AS PER 1. ALL BOTTOM OF WINDOW HEADERS SHALL BE ® CARBON MONOXIDE DETECTOR PROPOSED FIRST FLOOR ADDITION =853.67 S.F. MANUFACTURERS REGOMMENDATION5. WEB STIFFENERS SHALL BE REG2'D AT b'-8" AFF UNLE55 NOTED OTHERWISE. ALL LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-5/4" LVL RIM F� 120 GFM EXHAUST FAN TOTAL HABITABLE = 2,g57b1 5.F. JOIST SHALL BE REOV AT FLOOR PERIMETERS. HANDLING, STORAGE, AND 2• REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS ORDERING. RECOMMENDATIONS. 3. CONTRACTOR SHALL COORDINATE AND VERIFY 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. MACHINE ALL ROUGH WINDOW OPENINGS AS PER BOLTS @ 12 O.G. MANUFACTURES SPECIFICATIONS WITHOUT EXCEPTION. 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. 14. BRIDOINO TO BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS, SPACING INDICATES EGRESS WINDOW NOT TO EXCEED 5'. � "�C�4 MOoo 6 of 10 LINE OF EXISTING LINE OF PROPOSED ONELL I NG ADDITION NJ�IYIY L"lo CS(,:�LfllLIVg G�IoDoG;�o LQG3C�G[]�4C�C�4 �9� G�OOGQGr]OO C3(� CQMCaMC� /G311QIC�G�G;JCSQDg II I I o II D5-I D5-2 L I ® GONT RIDGE VENT 11 O O 70 GONT RIDGE VENT 10-10-22 155UED FOR rn I PERMITS GON5TRUGTION. I2XIO RIDGE I 1 N 2"x8" RR ® I O.G. N. 2"x8" RR ® 16" O.G. x I � I n 2 II II I II I I II I it LL I D5-4 D5-3 �-- ALL DOWNSTAIRS FROM -- R GUTTERS TO BE PIPED OOF AREA = 1054.44 S.F. UNDERGROUND TO NEW STORM POOL5. REFER TO SITE PLAN ON T-1 FOR ADDITIONAL INFORMATION. C U O W r- W O � � Q o O � _ i I„ RIGID IN5ULATION ROUGH GUT AROUND VENTILATION CHUTE. AIR SEAL VENTILATION CHUTE PERIMETER WITH ATTIC INSULATION EXPANDIN5 FOAM SEALANT. 00 2x4 LOOKOUT5 00 16" O.G. o ALUMINUM 6UTTER5 AND LEADER5 �_ CONTINUOUS BEAD d (n OF 5EALANT ROOF IN 6 NOTEB: RIGID INSULATION EXTERIOR INSULATED WALL I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY 2251 VENTED VINY SOFFIT TIMBERLINE, COLOR TO MATCH EX15T. ON 30 LB. FELT AND 3/4" OVER 1/2" PLYWOOD GDX. PLYWOOD OVER EX15TINO ROOF FRAMING. 51DIN5 2. PROVIDE GRADE ICE $ WATER SHIELD AT LOWER 36" OF ALL (�Q� G'��1,[g PROJECTS-2231 W SLOPED ROOF AREAS AND AT ALL VALLEYS. A-3.DW6 5O F 17 D 7A I LE �Ul]L 1lJIl�IJVl�1 °0 5GALE: I" = I'-O" 2M���A - ma I of 10 i 3 A-6 4" REGE55ED DOWNLIGHT WITH WHITE TRIM, STEPPED BAFFLE AS SELECTED BY OWNER QGC�[��4GC�4 / \ G�3cIl�M{�CG/3G-I�I/IELID9 MCI iI T m / \ IJNJUaU�Uo� e e RIDGE VENT 2"xIO" RIDGE BOARD / \ I' PLYWD. W/ WOOD / \ - LAM. VENEER ADJUSTABLE SHELVING 12 2"x4" G.T.® 16" O.G. .r COUNTER TO BE � u` \ / SELECTED BY I OWNER M�J ql-" WIRE PULL y • ,� ;fix":�,...;;,`a� • +8, NICKEL FINISH 4'-8" BENCH W/ sic- (TYP.) / � 280�'OG�ABINETS / \ 32" CABINETS O W/ 15" DEPTH - 10-10-22 ISSUED FOR PERMITS CONSTRUCTION. 2"x8" C.J.@ 16" O.G. SOLID OAK GABINET 2"x6" FASCIA (2) 2"xb" R-30 WRAPPED IN ALUM. - TOP GATT F..--• ALUM. GUTTER TO 4:-8l: 3-8 6:: PLATE INSUL. MATCH EXIST. VINYL VENTED 12'-0" SOFFIT TO MATCH EXIST. (2) 2X& HEADER MASTER @ WINDOW MASTER BATHROOM HALL DOUBLE HUNG WINDOW BY ANDERSEN OR EQUAL. SEE PLAN FOR SIZE AND LOCATION OF ALL WINDOWS VINYL SIDING BY R-21 BATT INSUL " T✓ 5 GERTAINTEED. TO MATCH 5UBFLR. GLUED EXISTING � SCREWED (2)2"xb" SILL 2"xl0" F.J. @ 16' O.G. PLATE W/ TERMITE SHIELD R-30 BATT GRADE \—I N5UL w/ Y.B. GRADE _ 'UP' TYP. 3500 PSI GONG. FOUND. ' . 4" 3500 P51 GONG. WALL TO BE &" THICK MIN. SLAB ON 6 MIL " EXPANSION JOINT VAPOR BARRIER REBAR �OP BODTTOM ON CONTINUOUS FOOTING e .: :. • : "< .7. a:. PROVIDE 5 S" x 16" AB ® 4'-0:: O.G. REFER TO A-1 FOR ' . DETAILS ADJUSTABLE SHELVING HOLES I' PLYWD. W/ LAM. VENEER AS SELECTED BY OWNER U O r- � I WIRE PULL NICKEL FINISH (TYP.) H W O � E--SOLID OAK CABINET ---1 710"'F I CAL- MOTES: 3/4 WOOD (f) O DOOR, STYLES (n �p z EXT. WALL: 1` HEADER: OW SELECTED BY O - O 2"xb" 5TUD5 ® 16"o.c. AT V HT. w/$_!j INSUL. SHEATHING: 1/2" MIN. COX MIN. HEADERS: 3-2"xb" AT 2xb WALL5, AND 2-2"x8>" AT 2x4 (v PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 8 SILL PLATES. THEN COVER N ~ WALLS/PARTITIONS, UNLESS NOTED OTHERWISE N.N.OJ. SPANS OF CONGEALED � w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 6'-0" AND OVER; SUPPORT w/ DBL. STUDS, a'-O" AND OVER;SUPPORT HINGES m (V w 51DIN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). w/ TRIPLE 5TUD5. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) FROM HDR. TO JACK STUDS AT EXTERIOR WALLS 5UPPORTIN6 ROOF O ks) STRUCTURE. ROOF I NC: Do O ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (AS SELECTED FASCIA/ SOFFIT: BY OWNER) OVER 15 LB. FELT $ 3/4" MIN. GDX PLYWD. 5HEATHIN6. USE 6 I"x6" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED) SOFFIT: MATERIAL (1BD) w/ / ® I ® uUri NAILS PER SHINGLE PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24 MIN. Do GONTINUOU5 SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. _ „ z w FROM ALL ROOF EDGE5/BREAK5. ALL FASTENERS 4 FLA5HING TO BE SCALE: -O VERSATEX TRIMBOARD (or equal) AND/OR TAG WOOD TRIM AS, SELECTED. ® � CORROSION RESISTANT. INCLUDE 67UTTER5 t LEADERS, AS, APPROVED BY OWNER. d v ROOF TIES: SUB—FLOOR: o PROVIDE 51MPSON, G520 STRAPS, GUT TO LENGTH F/MIN. &- 8d NAILS, EACH END OF STRAP, AT EACH RAFTER ® 16'o.c. USED TO TIE ROOF RAFTERS TO 3/4" THIGK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE pG3 oUdCC�4#o WALL. STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS, t RAFTER5 FOR $ NAIL PLYWOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC 2231 CONNECTION OF TIES. UNDERLAYMENT REG2UIREMENT5 FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). WALL TIES: RIM BOARD: NOTE: (�Q� [?��[So PROJECT5-2231 LEVEL STUDS ONLY ON (2 STORY HT.) ROOF SUPPORT HALLS : WHERE UPPER AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, (LEVEL; USE MIN. I" e-RIM I. ALL CABINETS TO BE CONSTRUCTED OF GABINET A-3.DWG LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ BOARD (or EQUAL) EXCEPT AT PORCH 8 DECK HAILERS; USE IY4" RIM BOARD. 51MP5ON 0520 5TRAP5 @ 16"o.c. USE MIN. "1-&d NAILS, EACH END OF 5TRAP. ALL INSTALLATION DETAILS MUST FOLLOW MFR. AILER ; USE INS. USE 2-2x4 GRADE PLYWOOD COLOR AS SELECTED BY OWNER (SEE STANDARD DETAILS, DWG. 1). UDC°�OaC�#o VERT. SQUASH LOCKS (PER JSTJ UNDER ALL BEARING PARTITIONS 8 POSTS. SDI .��WALL TIES: B 2. ALL FILLER PIECES 3/4" PLYWD. WITH WOOD VENEER. REQ'D. ONLY AT WALL5 5UPPORTIN6 ROOF STRUCTURE : USE 5IMP50N G520, 20 6.AGE STEEL 5TRAP5 @ I6"o.c., GUT TO LENGTH AS, REQ'D. FOR -7-5d NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUT5IDE FACE OF 5. ALL COUNTERTOP FINISHES TO BE SELECTED BY WALL, IN LINE w/ 5TUD5. (SEE DETAIL, DWG. 1) OWNER. 4. ALL CABINET DOORS AND DRAWERS TO BE FLUSH AND ALL HARDWARE TO HAVE NICKEL FINISH AS SELECTED BY OWNER oG mmu MOeo a of I D I JC�I� Lao �La[n][n��, LaoDoLao LQL�G[nl�`I�C�C�4 ��� G�30O LQ[n10O C3� LaMC�GYIM� RIDGE VENT G((����iw1R1G [�31uFp)g Gvw 9 ° o�9 l°JV 11017 2TR e e 2"xIO" RIDGE BOARD T.O. RIDGE b" RIDGE BD. EL.: t20'-9 2x10 R.R. ® 16" lS/n1 I I I I I I I I I I i i I I I I I I I I I I I I I I NEW 40 YR ARCHITECTURAL I I I I I I I I I I I I ASPHALT SHINGLE5 OVER 30 Jill LB FELT AND 3/4" COX PLYWD I I I I I I I I I I I I I I I I I I I I I 6°xo''G.T.@ i II II II II II it II II II II it = , O + II II II II II II II II II �I it — �. 12 � :.f I I I I I I I i t I I I I I I I I R-25 - 'P m 11 II II II II II II II II II II INsuL. .. II II II II II II II II II it II II II II II II I �6, I I I I I I I I 2"xa" G.J. II II II II II II II II D����o II II II II II II II II II I I I I I I I (2) 2"x5" BOXED OUT W/ I" TRIM, FIN15H A5 II II II II II II II SELECTED BY OWNER. 10-10-22 ISSUED FOR II 2"x6" FA5GIA PERMITS $ CONSTRUCTION. WRAPPED IN ALUM. T.O. PLATE 2"xa" G.J.@ 16" O.G. EL.: 8'-a (2) 2 " "xb" R-30 TOP ALUM. GUTTER TO MATCH EXIST. (2) 1 " x -7 _____LVL. W/ INSUL. _ ___ _ i PLATE VINYL VENTED T.O. WINDOW .____ __ I PLT. SOFFIT TO EL.: 6-b" _ MATCH EXIST. — (2) 2Xa HEADER WINDOW MASTER BATHROOM -1ASTER BEDROOM DOUBLE HUNG WINDOW BY ANDERSEN OR EQUAL. SEE PLAN FOR SIZE I ��f AND LOCATION OF ALL WINDOWS VINYL SIDING BY EXIST. 2Xb WOOD I�--FRAMED WALL TO BE I5•BATT INSUL GERTAINTEED. TO MATCH " T4 G j EXISTING MOVED 5UBFLR. GLUED I $ SCREWED ! (2)2"xb" SILL PLATE W/ TERMITE IST. FLR. (DATUM) „ „ ,� 2�� �� 2 XIO F.J. @ 16 O.G. XIO F.J. 0 Ib�� 2" 10" F.J. Ib" O.G.O.G. x 1 SHIELD ® EL.: O'-O„ T.O. FOUNDATION R-50 BATT EL.: -1'-0" (MATCH EX15T) NSUL w/ V.B. (5) 2"xIO" (3) 2"XIO" GIRDER \-IGIRDER 'UP' Tl'P. - GRADE i. 3500 P51 GONG. FOUND. 3�" STL. d [4" 5500 P51 GONG. :; WALL TO BE &" THICK MIN. " EXPAN51ON JOINT " EXPAN51ON JOINT COL. SLAB ON 6 MIL 56" BELOW GRADE w/(2) #5 VAPOR BARRIER REBAR TOP � BOTTOM ON CONTINUOUS FOOTING ,. ° PROVIDE J" x 16" AB @ 4'-0" O.G. REFER TO A-I FOR L_ 30 x 30 " - 30" x 50.- DETAILS L______J - GONG. FTC. GONG. FTC. EX15T. FOOTING �$ FOUNDATION W Q V < � O W O z ®U� 5 GT I ON SCALE: 3/.D" = 1'-0" W O � O ° o P 71'F I GAL N0Tr=s: p., LO N EXT. HALL: HEADER: 2 x6 STUDS ® I6 o.c. AT 8 HT. w/ L. SHEATHING: I/2 MIN. COX MIN. HEADERS: 3-2„x8„ AT 2x6 WALLS, AND 2-2„x8„ o AT 2x4 � — PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 6-0" AND OVER; SUPPORT w/ DBL. 5TUD5, el'-O" AND OVER; SUPPORT O 51DING/REQMTS. B ALL FINISH TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) FROM HOR. TO JA.K STUDS AT EXTERIOR WALLS 5UPPORTIN6 ROOF STRUCTURE. o ROOF I NC: a ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (AS SELECTED FA5GIA/ SOFFIT: BY OWNER) OVER 15 LB. FELT 4 5/4" MIN. COX PLYWD. 5HEATHIN6. USE 6 NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. I"xb" FASCIA w/ 2'k SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. pG30dGC�4#o 2251 FROM ALL ROOF EDGE5/13REAKS. ALL FASTENERS Q FLASHING TO BE VERSATEX TRIMWARD (or equal) AND/OR TffG WOOD TRIM AS SELEGTED. GORRO51ON RESISTANT. INCLUDE GUTTERS t LEADERS, AS APPROVED BY OWNER. -- ROOF TIES: SUB-FLOOR: PROJECTS-2231 PROVIDE SIMPSON, 0520 STRAPS, OUT TO LENGTH F/ MIN. 8- ad NAILS, EACH A-3.DWG END OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO 5/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 d RAFTERS FOR d NAIL PLYWOOD TO FLOOR J0I5T5/FRAMING. - (VERIFY SPECIFIC CONNECTION OF TIES. UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS A5 SELECTED BY OWNER). HALL TIES: RIM BOARD: REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS : WHERE UPPER AT TJI ENGINEERED FLR. .JO15T5, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM LEVEL 5TUD5 AL16N WITH LOWER LEVEL 5TU05: TIE STUDS TOGETHER w/ 5IMP50N C520 STRAPS ® I6"o.c. USE MIN. 1-ad NAILS, EACH END OF STRAP. BOARD (or EQUAL) EXCEPT AT PORCH O DECK HAILERS;USE RIM BOARD. (SEE STANDARD DETAILS, DWG. I). ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS t POSTS. 51 LL/WALL T I E5: REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N GS20, 20 GAGE STEEL STRAPS ® I6"o.c., OUT TO LENGTH AS REQ'D. FOR 1-ad NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF WALL, IN LINE w/ 5TUD5. (SEE DETAIL, DWG. 1) �G[]C�C�4 [�lOoo a of ID I i Qo cKQHH, Lao &. 215 G30O AR(D)m &WERUIE ((G��3�jME�yGJ3GZ�jIJEG�1�D��9��mv 9�m IJNJ U OULSU OOO cJ'�'-iT LINE OF EX15TING LINE OF PROPOSED DWELLING ADDITION RIDGE VENT , EX51T.ARCHITECTURAL ASPHALT SHINGLE RIDGE VENT PROVIDE RIDGE VENT &ABLE DETAIL SECOND FLOOR --- ---- ----- -..----- -- - - ROOF LINE - - -- ---- -- - - - - - 1- 12 ���LJ�❑ ------._.....--- - ----- --- ---- - SECOND FLOOR —_...__._ .-------- _------------ T G 11 ❑ WINDOW LINE - ___..---..._-------------__.--------.__-- �--- ASPHALT ROOF __-_-_--------------._._--_-----_.-_—._-- ] GI T 1 �— 5HINISLE5 TO MATCH T EXISTING - 10-4-22 ISSUED FOR PERMITS GONSTRUGTION. _ 1 Ti III T I" i.FIT. LINE OND FLOOR EX15T 2"XIO"SEC - 1 - �— MATCH EXISTING ______ ____ ___ _ __ PROVIDE S" FASCIA TO FIRST FLOOR WINDOW LINE / \ / / \ / \ / \ / \ J / \ PROVIDE HOOD CEDAR / \ / \ SIDING,TO MATCH EXIST. LLM EX15T.VINYL SIDING \ / \ \ / UT5O / - B.I B.I 1 DWELLING / \ / L-lJTLWmTY \ / - \ / I \ / 1 PROVIDE BASEMENT L-:_ i 1 •_y WINDOWS BY ANDER50N MT FIRST FLOOR I -ago T i T T T T _I --1,I 1 1, rl LNE I I EXI5TIN6 FT&. d I = FOUNDATION — STEP FT6. 2:1 RATIO MAX LU W � O LINE OF PROPOSED LINE OF EXISTING — (— ADDITION DWELLING ^W O H — z W O z � RIDGE VENT O 12 RI06E VENT LU LU — - --- --- -- - - - — - �1l — — - - — — ..--- h --- - - ---- --- - - - --- -- - 00 — -- --- ------ - ---- -- - ( I.1�J J . PROVIDE all FASCIA TO 1 T� I PROVIDE W FASGIA TO� _-.TJ 71 T -I T 1 T TrT ( '1 T 1 z o0 MATCH EXISTING r I MATCH EXISTING T OVERHANG TO / \ 1 OVERHANG TO MATCH MATCH EXI5TIN6 EXISTING ADJACENT D / \ D D r , \OI I ( O T O D O O ADJACENT I � O O O j O PROVIDE CASEMENT WINDONS \ BY PROVIDE CASEMENT \ H / _ I \ / r 1 �? ,! I 2231 ANDER50N WINDOWS BY ANDER50N / I - 1T 7 1 T r r44 PROJECTS-2231 A-3.DWG I I I I D eMn�OMC�#o 5TEP FT6. RATIO MAX EL�EVATION 2>eqr, %LE: 3/I6" = P-O" 5G?�LE: 3/Ib" = I'-O" r 10 Of 10 �C;JC�C�4 MOoo I