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HomeMy WebLinkAbout48954-Z Town of Southold 10/19/2023 P.O.Box 1179 53095 Main Rd 4,4 �a� Y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44661 Date: 10/19/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 545 Ryder Farm Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-4-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2023 pursuant to which Building Permit No. 48954 dated 2/24/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations, including vestibule with covered entry and first floor alterations,to existing single famiIX dwelling as applied for per ZBA#7590,dated 2/17/2022. The certificate is issued to Pugh,David&Silvestri,Tina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48954 9/8/2023 PLUMBERS CERTIFICATION DATED 10/19/2023 AGfN J. Berry,Jr. -�Uorio Signature S�FFOI TOWN OF SOUTHOLD BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48954 Date: 2/24/2023 Permission is hereby granted to: Pugh, David 345 E 81st St Unit 10L New York, NY 10028 To: Construct addition and interior first floor alteration to existing single family dwelling as applied for, with ZBA#7590. At premises located at: 545 Ryder Farm Ln, Orient SCTM #473889 Sec/Block/Lot# 15.4-9.1 Pursuant to application dated 2/3/2023 and approved by the Building Inspector. To expire on 8125/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $384.80 CO-ADDITION TO DWELLING $50.00 Total: $434.80 Building Inspector SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 QIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Pugh Address: 545 Ryder Farm Ln city,Orient st: NY zip: 11957 Building Permit#: 48954 Section: 15 Block: 4 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Corazzini Electric license No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1$ CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 1$' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Hood, Fridge, Oven, DW, Micro, Ice Maker, Mini Fridge, 60A Sub 8 Circuit/4 Used Floor Heat-2 Front Entry & Kitchen Inspector Signature: Date: September 8, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 'BUILDING DEPARTMENT ? 3�, TOWN OF SOUTHOLD 0 C T 1 9 2023 '2'{�,xs1ft l.,. Q� :.t� �C CERTIFICATION Date: Building Permit No. (69,5 LI Owner: O.A vt O ICU&'14 ��nn (Please print) (� A. Plumber: �Q� ,� (Please print) II I certify that the solder used in the water supply system contains less than 2110 of 1% lead. rum ignature) Sworn to before me this 1 da of OLT , 20 a3 Notary Public, U�Uo,'- VICKI-L BERRY Notary.Public- State of New York N'o. 01 BE6070081 Qualified in Suffolk'Cou y� Commission Expires � I SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 631-765-1802 INSPECTION [ eFOUNDATION 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: &ki 4 � C�(e- i(-� Gt �- ► ! vj t Olyl 4D D4, 3�-Kk , f"M6 DATE INSPECTOR �q' �aOF SOUjy� - TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 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: ov- DATE l (J&v INSPECTOR vmAr SOUIyO� lq v s-Ll Q - TOWN OF SOUTHOLD BUILDING D PT. coulm, 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 )>11ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 � DATE 9� 2� INSPECTOR ol SOpT�,°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 631-765-1802 qo 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 [ I ] RENTAL REMARKS: at"66�-k �►vt ►l S4-J I&r,--- 4 1 t- clelpAQ DATE ���`'�'� INSPECTOR OE SOGjy�� �c * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 631-765-1802 INSPEC 'ON [ ] 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 7MARKS: /N z (vc.,L DATE INSPECTOR r4 rm - OF 50Ulyo� � J # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ku DATE & INSPECTOR l�� laF 50UTyO� i l l # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 VIOLATIO [ ] PRE C/O [ ] RENTAL REMARKS: v In � v DATE INSPECTOR qf so # # TOWN OF�SOUTHOLD BUILDING DEPT. courm��'' 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: d11 DATE I E 2 INSPECTOR d ELD INSPECTION REPORT DATE COMMENTS 3 3o.p5 GH.. -b ow-h6i FOUNDATION (IST) 01, 01a� 4v kck I I. ------------ --- ---�--�- ------ FOUNDATION (2ND) z 12 -C a ROUGH FRAMING& y PLUMBING � f INSULATION PER N. Y. STATE ENERGY CODE 3 ImA owl-QIP y FINAL ADDITIONAL COMMENTS Ll f E e.* Cel . �o L?,3 5 p Vw-� OW4 . rP rd z m N � 0 z x tV .as�Fv TOWN OF SOUTHOLD—BUILDING DEPARTMENT �. Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtomm.Roy Date Received APPLICATION FOR BUILDINO PERNT ��5 . •rte, 9 P Iff 0 Mi -�. .. . . _ FE- -,.;CeXsenly }� 7 PERMIT N0. 7 J-( Building Inspector: _ Apicationsmirfd F% �T P applications)qill_not be:accepted: Where the Applicant is not the owner,-an "T"^'^ ` aOwner's,Authorization form(Page 2)shall be completetl. EU!l�94L D -Date: -TL4 2 0 Z OWNERS)OF PROPERTY " Name:David...Pugh......_..... ...... - SCTM#1.00.0715.-4-9 t..l.. Project Address:545 Ryder Farm Lane Orient NY'11957 �-- Phone#:9176011528 _ Email:davidp4gh7l_@,gmail.com Mailing Address:345 East 81 st St Apartment 1 OL NY, NY 10028 CONTACT PERSON Name:David Pugh Mailing Address:345 East 81 st St Apartment 10L NY, NY 10028 Phone#:9176011528 Email:davidpugh71 @ gmail:com , `;DESIGN PROFESSIONALINFO,RMATION Name:Richard Massa Mailing Address:90 8th Avenue Brooklyn.,NY,11215 Phone#:2123678992 ,__.. . -_.._.._.,..... _.... Email:richard@_rma-nyc,com W NTRACTOR,INFORMATION Name: Mailing Address: 'Phone#: Email: :DESCRIPTION OF PROPOSED`CONSTRUCTION ❑New Structure RAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes El No . 1 -'PROPERTY INFORMATION Existing use of property:Residence - Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R=4O this property?p Yes ®No IF YES, PROVIDE A COPY. __. . ❑_ ......._.................. .. ..._.. .�............,..... . @'Check Box After Reading,-;The owner/contractor/design,professional is responsible for ail drainage and storm water issues as provided by Chapter 236 of the ToWn Code.-.APPLICATION IS HEREBY MAliCio the.Bulldtng Department for the is;pante of a Building Permit pursuant tothe Building Zone ordinance:of the Town of Southold suffolk;'County New York and other applicable Laws,Ordinances or Regulations,for.the construction•of buildings;:: :additions;alterations or for removal or demolition as herein:described.The`applleanYagrees to comply with'all applicable laws;:ordlnances;building code,housing-code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statement's made hereln'are punishable as a Class A misdemeanor.oursuant to section 210;45 of.ihe New York State Penal Law Application Submitted By(print name):David Pugh ❑Authorized Agent @Owner Signature of Applicant: Date: - • ;Z "�� STATE OF NEW YORK) SS: COUNTY OF SkERK ) avj- Puqh being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi contract)above named, (S)he is the_i ) n'P (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-.1n.the.application file therewith.- Sworn before me this day of July 12021- Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 I, resitting at dor hereby authorize to-apply on- my nmy behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 21, 2021 TO: David Pugh 545 Ryder Farm Lane Orient,NY 11957 Please take notice that your application received July 9, 2021: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 545 Ryder Farm Lane, Orient,NY County Tax Map No. 1000 - Section 15 Block 4 Lot 9_1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 25,700 sq. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000 and 39,999square feet in total size require a front yard setback of 40 feet. The plan shows the proposed front yard setback to be 23'-4". Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. t 'n t BOARD MEMBERS Southold Town Hall �pE O�Ty S 53095 Main }toad • P.O.Box 1179 Leslie Kanes Weisman,Chairi)erson � alp Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor, Robert Leluneit,Jr. • ,^�aa�O 54375 Main Road(at Youngs Avenue) Nicholas Planamento ly00 �w Southold,NY 11971 http://soutlioldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 F E B 2 2 2022 FINDINGS, DELIBERATIONS AND DETERMINA�AgNold Town Clerk MEETING OF FEBRUARY 17, 2022 ZBA FILE: #7590 NAME OF APPLICANT: David Pugh and Tina Silvestri PROPERTY LOCATION: 545 Ryder Farm Lane, Orient,NY SCTM#1000-15-4-9.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls tinder the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION:The subject property is a nonconforming 25,700 square foot parcel located in the R-40 Zoning District. The northerly property line measures 150.00 feet, the easterly property line measures 153.85 and is adjacent to Ryder Farm Lane,the southerly property line measures, 154.42 feet and is adjacent to Park View Lane(and abandoned road)and the westerly property line measures 190.53 feet. The subject parcel is currently improved with a two-story frame dwelling with attached one-story garage. There is and attached wooden deck at the rear of the dwelling with an arbor over the deck. There is an attached outdoor shower at the rear of the garage and a 12.3 ft. by 8.4ft.shed located in the southwest corner of the rear yard as shown on the survey map prepared by John T. Metzger, LS, last revised December 17,2019. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124; and the Building Inspector's July 21, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single-family dwelling; at 1) located less than the code required minimum front yard setback of 40 feet; located at; 545 Ryder Faun Lane,Orient,NY. SCTM#1000-15-4-9.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single- family dwelling on a parcel that requires a front yard setback of 40 feet. The plan shows the proposed addition of a new coverer; e I with L—undat;nn, to accommodate a new vestibule, to be setback at 23.4 feet from the front yard property line, as shown on the Site Plan drawings prepared by Richard Massa, Architect, PC and dated July 6, 2021. ADDI'T'IONAL INFORMATION: The proposed new entry will be adding 122 square feet and will be more energy efficient as the existing dwelling does not have a front entry. Four letters of'support have been received from the Page 2, February 17,2022 #7590 Pugh SCTM No. 1000-15-4-9.1 applicant's neighbors. The current front yard setback is 38.9 feet from the road and does not meet the code requirement of 40 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February.3,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence;the Zoning.:Board finds the following facts to be true and relevant and makes the following findings:. 1. Town Law 267-b 3 b .1 . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant has designed the project in keeping with'the architectural and general character of the neighborhood. Many of the homes in this area pre-date zoning and have front yard setbacks that do not meet the code standards,and covered entries are common in the neighborhood. The covered entry will improve the aesthetics of the front facade. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved,by some method,feasible for the applicant to pursue,other than an area variance. The existing•dwelling.has a nonconforming front yard setback of '28.9 feet and thus any addition on the front of the'dwelling would require variance relief. . 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 41.5%relief from the code.However,the proposed new entry will make the existing home more energy.efficient as it will provide a foyer and coat closet that will act as a storage and transition space from the outside to the inside rooms of the dwelling. In addition, the proposed.new windows and front door will allow more daylight into the dwelling 4. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest.that a variance in.this residential community will have.an adverse impact on the physical or.environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm-Water Management Code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant.had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.: TownLaw.6267-b. Grant of the requested relief is the minimum action necessary and adequate to-enable the applicant to enjoy the benefit of a covered front entry and.vestibule while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by MemberAcampora,'seconded by Member Dantes,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan prepared by Richard Massa, Architect, PC and dated July 6,2021. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3,February 17,2022 #7590 Pugh SCTM No. 1000-15-4-9.1 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein-as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions,or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current orfuture use,setback pr other feature of the-subject property that may-violate the Zoning Code, other than such uses, setbacks and other features as are,expressly addressed in this action. In the event.that this is an approval.subject to conditions, the approval:shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void.. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void wbeep a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3).years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms.ITIS-THE PROPERTI'.OWNER'S.RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Vote of the Board: Ayes:Members Weisman(Chairperson)Dantes,Acampora,and Planamento. This Resolution was duly adopted:(4-0).(Member Lehnert absent) Leslie Kanes Weisman, Chailperson Approved for filing a / / /2022 SEP 17 ZOZI 25.74' 190n 2574- loan 12 I aL I — ON 153.86 153.85' v 0 Z RYDER FARM LANE "I RYDER FARM LANE FINAL R4AP EXISTING SITE PLAN PROPOSED SITE PLAN SCALE:1/16"-1'-0' N(+ SCALE:1/16'-1•-0" N(+ ZONING ANALYSIS FOR 545 RYDER FARM LANE CONT, 1-0 E PROPO-1=1 Z"W 0 ce PRO-0 FROW-0 BU---'.—E.1 55 1 DESIGN REVIEW1 e[Ygt leono.Orr.it e: Te.eea..w.re ro.tmm`�i.re ,an mauaer�br aercn.xloom ase.-F_•r•*•c -- unu!••_ � , , wre�saauram i i �N u�o�som.o � i euNn.� i nmernuu J caareraanb wowenve � �o yD 12 F___----_i wmrens,w �DaNE✓a DEMO PLAN 1ST FLOOR ® DEMO PLAN 2ND FLOOR N N sauE:ua•=ra• r: a �� OEIdOIRDN NOTES ASSFS,OS AMTE.QlRNDTFb DF REOVI lEAO VASA NpIES DFREaUSiEO) � �yr C •DTi 4 Ie7wMp(rwLL4aL101roprmmedt .mtaoq Wtlweor[a:adle.aM ' - TW.MLaeamrrtaeveontNYN.f.orya xDo®wKOt�iun•�W�onro�nwrt MdmnoVevflwm z 1 :[w[crtnauuoaaa�ew�• o�Omrntuay.mm+rxroas..cmra oa u..0. 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I I ''�33y �tiaFu eaarwotarwruw tEwma6vts�� I j � � O ca F-d JT- 12 N9 wo_ nmm tOL�_ 6ALte��d9EW 1Ef� 'Mi g 1 t✓Av I n g t I p f'OF NfN� t 1 I ®� 1 I 1 I 1 � IL PROPOSED PLAN 2ND FLOOR 1 1 A t3-1r coElwcoxnalc,mNc = C PROPOSED PLAN 1ST FLOOR SCALE.1/4 e 3 N4 RX viuoa.aat.oeE"MCNrtve...�6xt[le[ECron�Ee .oY�a�ny ® _ Oo N6Vi1v @C==_ -------------- DESIGN REVIEW S M Q PR o §1 elci'd y �sram � t EAST SOM Mir .. a �G� Fmm DESIGN REVIEW `s V g E3E3 22 v,m e - MCOME3 a ® Pa$ 9 0.vAaGG41ai-V- ru} eam-.p-GYu vvnu�a-an Luu a-mrzmcmyua a- �ncrnaui won®mm 'u�a ``yy�E� �msNuanWa4 mmv4 ___ � �tl� Fh PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATIONPROPOSED NORTH ELEVATION "r •�Op 11EVl+Oc SCALE!I/4'-1'-P r\^/` SCALE:1/4'-1'-W SCALE:1/4.0 1'A' Y G a Z Q ❑ !m❑Mi 'LiL.ll■'; ❑EEL` ■ �� ❑ l? ` 1 191 III ft 1 ® 3 _ s � Bll ❑ P. ��—�, o 0 E3r3 0111, 13 013 ®®®®E® -� OG=��C>n� EXISTING SOUTH ELEVATION EXISTING EAST ELEVATION�4 EXISTING NORTH ELEVATION d ay 4 SCALE:1/4'.1'A' SCALE:1/4'.1W SCALE:1/4'-1'-0' aN� DESIGN REVIEW a Ci7PUIGFIDIDDVW D®ICATDOW F00.D6XWASXE0. 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FF—id 1 D[DIGIFD OIIIIFi �1 I EIFLTi1CW441FA F00.EYAGST FAN I i OFIPLDGH=OUMT AADf1K7pIC D11TDt DDllui®DDRFT 141--'' FD0.PS�0GMA R I f�lSnxD a I 11 IDWID+E:;�D �®a 11 u.lmaoo*, O CCt ms OM g 03 M18% DEn # II D _ 1 ygnW 1 100.NEJI�O I I ® 1 1 1 I I I 1 I I I 1 I it 1 I 1 I o ; POWER PLAN 2ND FLOOR o s POWER PLAN 1ST FLOOR --.I� SCALE:1/4'-1.•-D- N I � � a ITi z s o m SW00l TADS L � � at�LUrtwu9vl D�brts�v4v ��•� 2m� 1 � 6eKuu m � AN �v s S�ay�eLL DESIGN REVIEW uNOE2cnelNErucNrs fy��`.L--^> �L�y L UNDERZABNETLIG 01 Y � I L 1 O ' �e E%ISLSV6 POLL `Q 6WRCN TO OaWN STAIRS �$ IR UPSTAIRS g NALLLIOMS _ cW� ZL9 1 I � jH,_^- j JPOF NEVI I � I I 1 I 1 I —`A RCP PLAN 2ND FLOOR 1AI® S L----IN NI- :1/<'� '-O' I V 9E---------vi ---J SCAIE III- RCP PLAN 1ST FLOOR r��\ SMLE:1/4'-1'-0' N® O 1 0 RElLEClE0 CE4P1a NOTE COM. 6YNBOLSOrFrvsc CARBON MONOkIDEANO SMOKE OETECIWO AIML'a ANODEYlCE9 tiwDib�DaoE xku��BW9DIM[SS OPEOv[SE � wavpFONPevlJum Wr).,L,m C) Q Z u�xu��nw�DG�eC�l�wsr�olecwNiwfYfl69umvwWeoOG.00VfE9 Wui .Fy G sn%���mm��sics enm�.�riaelvaw[Udr� CI K !e, ,nxev�eeGr[CRo oTOi COIF ^'-vm�aR swot � r OWo,oiU�RnCpl�urtoxt.w®ulanearumeorwofmVPwrlmo+f.[ � p ,olenenun er a usoevwnmen r4 ALL SttnU -__.- nlewxoo.um,w wove! ,Om1mR A�iw rho --•-.- R�i[CrM FFnecu�i�u�s`e�p o���mm�p LL�~"� O uw,tter. u.�u.a mwwi:.:.rtii�urwno.. � �o¢w'r" m�waa�o�exnu wnaem�`wm°o�,�nixu`�"i�'v0" a _ ,1'rBYo � uoN.'ren 0.lUJ. m.�nrm.apiowneLLSKTO, wimRs Vwm.®ttm tt~[m�iraw�� � I¢335mIf�lAMf MlowoOtAfurVYim RVF1aGw\ m NG,PNNKgmWGMTM.WnEf.Z:f qUp �IOAC+Oea�}�O Vltri1C4ROrl Or/.LLfAnG6 uo � ��o[ntfo9"r �ule0¢Mn rmAew`uorn¢6eERC10x96ptt�w ttlrmv W,VNnwwIrYNCiRCr. �IRowaim"�w�„r...�..OdvSTO � ��W "a� o5 a � ® nw 6-5... DESIGN REVIEW a ASPHALT SHINGLES.TO MATO DUSTING ROOF CEDAR BREMNER BY BENJAMIN w Mss ORDYOVER ROOFING FELT ealww-1"4 T-A) TYPE 30 ROOFING FELT SHEATHING AS NOTED TED BY STRUCTURAL EER ENGINEER MAINTAIR SPACE TALLOW CONTINUOUS ME Au SPACE TO AIDE VENT OF AIR 10 RIDGE VENT ra %M AZEK FASCIA INSULATION WITH ] p"1�DM "A VAPOR BARRIER �]L < w�1xA �y ALUMINUM GUTTER cWO�m.. 2%8 DOUBLE TOP PLATE "I'a p�pjy�Tp W.at 1TgNsp AZEK SOFFIT WITH S' <D:°ONL 141D IdBTNR CONTINUOUS VENT ] THERMAL LNSULAMON. TSA4 AZEK TRN LIN.R-18 q 2 C�) QT OR OR SILL FLASHING _ y 8 N.TS. 5/9'GYPSUM BOARD 94E �C4 COATED COPPER OR FWSf F1JNN1 �DAS•'�] y EDMNAIENT OVER BY NG CULTURREEVS7 BY AP 1 D STONE NEW WOOD BASE I DSt L Kyy'x[<nu CHAMPAGNE SILL BY gDFpEWi L O1'PJ CULTURED STONE.SWT-137D NEW TREATED WOOD SILL PLATE %_WOOD FLOOR I 1L• NNc GALVANIZED METAL BRACKET SUBROOR V 1 VENTED AIR SPACE METAL LATH OVER PLYWOOD NEW BLOCKING C 1 1 WATERP11O0FlNG MEMBRANE RSB FIBERGLASS BATINSULATION E 1 MORTAR Til 230 FLOOR JOIST S I B•Amc SRO oneArsvfxslruaann I � numAATlox PRO-FR LBDGESTONE. TERLRTE SHIELD S PLATINUM,BY CULTURED HOT DIP GALVANIZED ANCHOR STONE PF-8017 BOLTS 1 i tAu�� UNE OF FINISHED GRADE. WyaamoE SLOPE AWAY FROM HOUSE. c .` 1 R[aMtsn GRADE I 10'POURED RON.CONCRETE GRnWLSPACE Iwat'Nanca FCUNOATION WALL.SEE STRUC. FOUNDATION WALL.SMOOTH FINISH. ,u 1 aD.cauu°ti"Fw:.art OWLS. PAINTED WITH BENJAMRN NDDRE ECO SPEC PRIMER AND PAINT 3 m ]ouiamAr CONCRETE SLAB.FINISH SMOOTH s1ovE aAncm]laxc&.� F o $ 3 FILTER FABRIC _ VAPOR WRIER: 7X 16 DO CRUSHED STOVE MANUFACTURED BY BEES INDUSTRIES o n Q o b CRUSHED STONE STONE VENEER DETAIL 4'PERFORATED DRAIN PIPE CLOSED CELL COMPRESSION PAD TRIM DETAIL � a a � SCALE:I.1/2'�1'-0• 'J SCALE:1-/R'v 1'-0• d y TYPICAL WALL SECTION 6� w �e 4 SCALE:1'v l'-D• a���C'�„ a� dw DESIGN REVIEW s 501ID SNFAlxwO R/CEMR 0 comx Ruin ��^^�"'m�styw+cuuwa� ' RtRlx Ru-lEn Ytnaous emRmals wtn nlw o tm wuwvRouns uorac+a moawc xs t®ur¢u R/svn¢row mnwtvl nus Rom sx�Ynes. on(rom solm tmcrR mm-tuR maov xutrR - 1 \ 001181E TOP PWE IM Or L9RtEp OF tWAE 1 smcv[s ro rRwm+R'emxo $01r1r l[OUA fxttu 6 t•RNt RY[pf sOfiir J06T CWC fUISMnC %'.a•ua ruw 1 SOFFITED EAVE/RAKE TRANSITION Z SOFFITED EAVE/RAKE TRANSITION NTS. N,TS. (]8'f0R Y12`0 :t CO.Rrv191S 4A So}i[C �� #� eoRrst 3£ mMIwe0Y5 T SQ[UED Wrt t/1WY CONie➢lO8 IIDGFA ftlt SOifi! �9 WCrA10:A Ka iWY QWO`q���� SOFFITED EAVE DETAIL ai ' •/ N.TS. ��Fur NE(t��p ra wmY ma m rtar xarm sttann 0�P09t9xm xmrE i12 8Yn m ME xsrlw�swc�r u R oaTucr oouu ro mx tt¢tmma��xt.n rxY tR15(aM.p mR acn Rncmnr sRancs w/w. o cos rtmct[xocaRnuamT%"ttmu rz mmtua+w� o s�o+cros%•m%'xwm slvn¢a�ua�'r� �axo��R'sww/i� Rmrno Rua s m wx�u' �o � � S 3 eae`ov'tw°"9s uu says reR onus wuom nem,a�+utaa z '. [9 o G couRSE JaaRs swc.st¢tnom a ac �� �raRm � o $ 3 3 SxpEO BC OrISET i5'IOtt aK R061[CItOn DarJLLOS � d Q N1MinW OYREA S?MRR CW0.SL f Z Wr1EA a �1 ASPHALT SHINGLE ROOFING DETAIL RIDGE VENTILATION DETAIL N.TS. G a DESIGN REVIEW O�OSQFfO(�-COG BUILDING DEPARTMENT- Electrical Inspector �� yam► TOWN OF SOUTHOLD co� Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(&southoldtownny.gov - sea nd0-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: May 1, 2023 Company Name: Corazzini Electric Electrician's Name: Robert Corazzini License No.: 33419-ME Elec. email: rjc72@optonline.net Elec. Phone No: 631-335-9992 ❑I request an email copy of Certificate of Compliance Elec. Address.: 33195 Main rd Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: David Pugh Address: 545 Ryder Farm Lane Orient point Cross Street: Main rd Phone No.: 917-601-1528 Bldg.Permit#: 48954 email: davidpugh71@gmail.com Tax Map District: 1000 Section: 15 Block: 4 Lot: 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Front entrance addition,kitchen renovation Square Footage: 1412 Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑V- Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑- NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:Contact person Jim Cosmadelis,Contractor,Jas-Mar Construction 631-433-2146 PAYMENT DUE WITH APPLICATION qv si re %,P,hk 489 54 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 rogerr southoidtownny.„gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: May 1, 2023 Company Name: Corazzini Electric Electrician's Name: Robert Corazzini License No.: 33419-ME Elec. email: rjc72@optonline.net Elec. Phone No: 631-335-9992 ❑I request an email copy of Certificate of Compliance Elec. Address.: 33195 Main rd Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: David Pugh Address: 545 Ryder Farm Lane Orient point Cross Street: Main rd Phone No.: 917-601-1528 Bldg.Permit#: 48954 email: davidpugh71@gmail.com Tax Map District: 1000 Section: 15 Block: 4 Lot: 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Front entrance addition,kitchen renovation Square Footage: 412 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# EJ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 M2 M H Frame Pole Work done on Service? Y FIN Additional Information:Contact person Jim Cosmadelis,Contractor,Jas-Mar Construction 631-433-2146 PAYMENT DUE WITH APPLICATION s- I 2--5 �a re Ck 16�38(o po 489 54 PERMIT P Address: Switches Outlets GFI's Surface , Sconces I H H's I 1 l UC Lts �� tf Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: r f —✓ C.� =omments !(J Dwyer, Nancy From: David Pugh <davidpugh71 @gmail.com> Sent: Wednesday, March 15, 2023 12:58 PM To: Dwyer, Nancy Subject: Window Series Hi Nancy - I am getting estimates from my builder and I would like to change my window series from Andersen A Series to 400 Series. Same size and specs across the schedule. I just want to make sure I let you at the Building Department know. Thanks ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Mejia, Evelin From: Mejia, Evelin Sent: Tuesday, September 26, 2023 11:16 AM To: 'davidpugh71 @gmail.com' Subject: 545 Ryder Farm Ln OPEN ITEM Attachments: ####48954tix_20230926111612.pdf Good morning, A Plumbers Lead Solder Certificate is needed in order to issue a C/O for Permit#48954. Attached is the Final Inspection Ticket on file. Please send/bring that in to us. Thank you Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 PLAN KEY i NEW SLIDING GLASS DOOR IN EXISTING LOCATION EW WINDO✓Y —� DSL.2x10 LVL BEAM IN NEW OPENING " -- 4x4 POST 4x4 POST 4x4 POST --- QOQR 4 r DUOa.A --` RA'ISNGE - —I 1 CATION NEW DISH WASHER Z ----i IN NEW LOCATION NEW SINK IN EXISTING LOCATION i NEW REFIFREEZER WI'M ICE MAKER IN I f if LASTING LOCATION NEW KITCHEN ISLAND I I NEW WINE FRIDGE IN NEW LOCATION II KITCHEN ! II TILE FLOOR --- ! IXISITING -- —————————— LIVINGROOM O EXISTING VMO FLOOR EXISTING - STAIRS _ NO WOR EXISTING POWDER ROOM -- NEW FLOOR AND wALLFINMAN!?__--- 5HE5 ( 1 ^LU�JI HALL TILE FL EXISTING u DINING ROOM EXISTI D NO WORK f EXISTING WOOD FLOOR i , I IA DBL.Zxl �VL BEAM - I 4x4 POST 4x4 POST -- -—— —— Fm— WINDOW'C" T I _ 4x4 POST - - 112 CL M NEW - o VIV Oern VESTIBULE Ivusooyv 4x4 = II f 'oI I I POST 7z•� ! ra:voOV;a WI snow a II I I II 7 545 RYDER FARM LANE EXTERIOR DOOR AND WINDOW SCHEDULE PLAN 4x4 POSTvcre�cnr crlM)O NO SCALE %Dr,a uoax s vrtnvOW rdlrwo v _ 4x4 POST I a I n N I I -- , I DOOR SCHEDULE Room Room No. Door No. Type Width Height Thickness Label Head Jamb Saddle Hardware Remarks Model# Notes VESTIBULE 101 1 B T-0" V-8" 1-3/4" SWING WOOD WOOD WOOD TBD EXTERIOR ANDERSEN 403 LIVING ROOM 303 1 A 71-1/4" 79-1/2" N/A SLIDING DOOR WOOD WOOD N/A TBD SLIDING DOOR ANDERSEN A-SERIES GLIDING PATIO DOOR LOW-E4 GLASS KITCHEN 202 2 A 71-1/4" 79-1/2" N/A SLIDING DOOR WOOD WOOD N/A TBD SLIDING DOOR ANDERSEN A-SERIES GLIDING PATIO DOOR LOW-E4 GLASS WINDOW SCHEDULE Room Room No. Window No. Type Width Height Hardware Remarks Model# Notes VESTIBULE 101 1 A T-0" 6'-8" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE X101 2 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 3 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 4 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 5 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 6 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 7 A 27-1/4" 51-1/4" TBD CASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS VESTIBULE 101 8 A 27-1/4" 1 51-1/4" 1 TBD ICASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS KITCHEN 202 1 B 27-1/4" 1 35-1/4" 1 TBD ICASEMENT A-SERIES CASEMENT WINDOW SMART SUN GLASS LIVING ROOM 303 1,2 C 37-5/8" 1 52-7/8" 1 TBD I DOUBLE HUNG 400 SERIES DOUBLE HUNG SMART SUN GLASS N Lor 61 SURVEY OF PROPERTY AT ORIENT POINT " "� 88 6'o0"E 150.00 TOWN OF SOUTHOLD R REEAR SUFFOLK COUNT � FEN.COR. POST do VINYL MESH.DEER FEN. . FEN.COR:_ END.. i N l • 0.3'N O.SEOy. 0.6'S I i 0 j x 1000 15-04-09 FETAL o ' SCA LE.• 1'=.30'. . w oy °`may wETu°BGATE x o' JUNE 22, 2011 DECEMBER 17, 2019 ROAD o wc� ABANDONMENT) Z y PROPANE. wTANK. I c l oy z _ �. �sl OUIDOAR. SF(OSER C ASPH& 5. WOOD R eeo CO1,I,JTER STEPS _. N>t �. 'UNDER.ARBOR LB'H L �. o /�-�-. . V1 ARBOR OVER DEL7C DEpCi CERTIFIED T0: z . Z . DAVID PUGH AND: TINA.SILVESTRI o I a s�s: 3• FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC � �. o woo" STEPS v GATME�LA Cid EZEVA710NS REFERENCED 7D NAVD B8 LOT 62 . . KEY cn AREA=25,829 SO FT.. N Q = REBAR n : ® = WELL x W" STAKE TEST HOLE " 54.42' I FNo. 51.34'00'£ SEP 2.:4 2021 ■ = PIPE ��54.42 �� BUILDING DEPT. ■ �. W � ,m w ;�27108'00T TOWN OF SOUTHOLD MONUMENT 17.64' MW = WETLAND.FLAG S7¢•41' �. vim ''` EW LANE K N o� cQ, = unuTY POLE N74•41'40"PARI OF E Ap®`AS SQ X62`25 N / — = ROAD CENTERLINE FEN. RL : . tp ,3,92 ? o s•E AREA _ / —x—x-- = DEER FENCE - _ NW o.e•N �spF hfEbVy OH. --= OVERHEAD WIRES �c o : W !io4) / oK ��P i. MET o /4� 40 P Npt oN a ' - LOT NUMBERS REFER TD -MAP OF ORIENT BY THE S74• C FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON OC706a 26 1961 � AS FILE Na G O ANY AL7ERA7101N OR ADD/AON 7t7 THIS SURVEY IS A VIOLA 77M OF - SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA7700V LAW. EXQEpT N.Y.S. UC. NO. 49618 AS PER SECI7OW 7209-SUaDIVIS/OW 2 ALL .CER ARCA 77ow jo?,EON ARE VALID FOR THIS MAP AND cOP/ES THEREOF ONE IF SNO MAP ( 2 OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR IWOSE P n An0 FAX (631) 765-1797v nn� SIGNATURE APPEARS nmgm rn C) 0 U- 0 NOTED DAT &/,'3 F5.P.# �S FE .SO By: _ NOTBU DING DEPART MENT AT 631-765.1802 8AM TO 4PM FOR THE 190.53' 25.74' 190.53' 25.74' FOLLOWING INSPECTIONS: — ® ®' 1.—fA1�NflATRI EBN- T KW FOR POaVI U CONCR 12. 3. INSULATION H- VING& :LUMBM FREES NDINGEXISTING 4. FINAL-CONSTRUCTI N MUST EXISTING FREESTANDING SHED SHED BE COMPLETE FOR CD. ALL CONSTRUCTION SHALL MEET THE 7 REQUIREMENTS OFTHE CODES OF NEW lu all YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTO ERRORS OCCUPANCY USE IS UNLA 'FUL WITHOUT CE ,1TIFlCATE OF QCCUPAN .L..• ZEXIS ING EXI*ING O O /- ARBOR COVERED DECK O G , ARBOR CO IE RED DECK H O Q W G O , EXISTING OUTDOOR 7 C_ EXISTING SHOWER OUTDOOR SHOWER W O 2 cN � WOLL o � O z0= 2 CIO TTX 0 C) EXIE IING EXISTING EXIING E%ISTING 2 STOREY F E HOUSE 7 STOREY FRAME GARAGE 2 STOREY F ME HOUSE I STOREY FRAME GARAGE 14N O N N O N � !o Nom- C> U'- � ED AR EXISING , ............ .. 1 ' LAN TING '.7.Pgp@p•EONE`K'.•.�:.' M� 4•� 1 AND EPS ...� NRZ•.':.•:.. �r EXISTING WALKWAY ............ ............ COLUMNS •�r i I 7PRPO��DNEW LINE OFPROPOSED3 4TOVERHANGEXISTING EXISTINGASPHALTDRIVEWAY nASPHALT DRIVEWAY Yfw� ,�PROPERTY LINE j- - _ C-DRODERTY LINE \ / 153.85' \ / 153.85' J� V z O ­4 -4 f- RYDER FARM LANE V RYDER FARM LANA Y'u`', t ri ALLC+A� -S OF o �aI�P>r 0 NEW YORK ST ATE &�N ID�IpNS OF AS REQUIRED AND C � a WK-7-DTSI"]1 A 0 TING SITE PLAN PROPOSED SITEIIrOEXIS s� sonovol"NTRMTEES z SCALE: 1/16" = 1'-0" I V SCALE: 1/16" = 1'-0" N Iy,�,S.DEC w w z z gY RETAIN STORM WATER RUNOFF o w PURSUANT TO CHAPTER 236 Q z z OF THE TOWN CODE. w W N LO 0 � N w g z 110 0- - ZONING ANALYSIS FOR 545 RYDER FARM LANE CONT. Ln w �" w LnO n a V) m SCOPE OF WORK: PROPOSED ADDITION TO SINGLE FAMILY HOME IN EXISTING NON-COMPLIANT MINIMUM SIDE YARD: 15' z W U FRONT YARD SETBACK. VARIANCE REQUIRED. EXISTING SIDE YARDS: 48.5' [COMPLIES] O m QLU z z 56.1' [COMPLIES] PLUMBER CERTIFICATION r) r ADDRESS: 545 RYDER FARM LANE,ORIENT POINT,NY MINIMUM COMBINED SIDEON LEAD CONTENT BEFOFRE U 0 AHJ: TOWN OF SOUTHOLD YARDS: 35' CERTIFICATE OF OCCUPANCY ZONING TEXT: TOWN OF SOUTHOLD TOWN CODE CHAPTER 280 EXISTING COMBINED SIDE 0 0 O TAX MAP ID: 1000-15.-4-9 YARDS: 104.6' [COMPLIES] SOLDER USED IN WATER LOT AREA: 0.59 ACRES/25,700 SF MINIMUM REAR YARD: 50' ZONE: R-40 EXISTING REAR YARD: 87.42' [COMPLIES] SUPPLY SYSTEM CANNOTz MINIMUM LIVABLE FLOOR EXCEED 2/10 OF 1°lo LEA � AREA: 850 SF V) USE REGULATIONS EXISTING LIVABLE FLOOR w §280-17 USE PERMITTED: ONE-FAMILY DETACHED DWELLING AREA: 1,982 SF [COMPLIES] USE PROPOSED: ONE-FAMILY DETACHED DWELLING[COMPLIES] PROPOSED LIVABLE FLOOR AREA: 2,104 SF [COMPLIES] MAXIMUM LOT COVERAGE: 20°/G All exterior lighting BULK REGULATIONS EXISTING LOT COVERAGE: 3.9% (991 SF/25,700 SF) [COMPLIES] installed,replaced or w PROPOSED LOT COVERAGE:4.3%(1113 SF/25,700 SF) [COMPLIES] repaired Shall conform z Lr) DENSITY AND MINIMUM LOT SIZE MAXIMUM HEIGHT: 35'/2'/2 STORIESCo ChF-•+ +--i a §280-18 MINIMUM LOT SIZE: 40,000 SF EXISTING HEIGHT: 25'/2 Yz STORIES [COMPLIES] pter 172 06 U J 280 ATT 1 EXISTING LOT SIZE: 25,700 SF [EXISTING NON-COMPLIANT] of the Town Code a- � w N r4 } 0100 280 ATT 3 MINIMUM LOT WIDTH: 150' PARKING REGULATIONS w z z 00 00 EXISTING LOT WIDTH: 153.85' [COMPLIES] §280-78 MINIMUM REQUIRED PARKING I- W MINIMUM LOT DEPTH: 175' SPACES: 2 U > w EXISTING LOT DEPTH: 150' [EXISTING NON-COMPLIANT] EXISTING PARKING SPACES: 2 [COMPLIES] U Q 0 M M MINIMUM FRONT YARD: 50' _ DC __ EXISTING FRONT YARD: 35.8' [EXISTING NON-COMPLIANT] W U ¢ 00 w N N OCW PROPOSED FRONT YARD: 26.83' [NON-COMPLIANT] ---VARIANCE REQUIRED--- U) z p_ LL 'RW AW SUBMISSION TO THEetz ww� TOWN OF SOUTHHOLD rn CD 0 O N REMOVE SECTION OF WALL REMOVE SECTION OF NALL TO ACCOMMODATE TO ACCOMMODATE RELOCATED RELOCATED WINDOW SLIDING GLASS DOOR I- - --- ---- KITCHEN F2021 REMOVE EXISTING / REMOVE EXISTING I I CLOSET WALLS KITCHEN CABINETS — AND ALL BASES. L — — J — T - I I \ J REMOVE EXISTING WOOD STEPS z O � f- O = W D U) Lu �O W OLn D Ln LL. 8zoo 4.0 MO = o r) o !-- (li O O �y N I-- U) u ARC i I I ?3076 yCyQ' - - - -- --- - -� OFNE`N REMOVE EXISTING — f CONCRETE LANDING L_- - - --- - -J AND STEPS DEMO PLAN 1ST FLOOR DEMO PLAN 2ND FLOOR SCALE: 1/4" = 1'-0" I `� z O / SCALE: 1/4" = 1'-0" � p Q w } O Lo `'' z z O a DRAWING PROVIDED FOR O DESIGN INTENT ONLY, SEE w w O DEMOLITION NOTES ASBESTOS ABATEMENT NOTES (IF REQ'D) LEAD PAINT NOTES (IF REQUIRED) ENGINEERING DRAWINGS FOR g Y z p FURTHER DETAILS w N 1. REMOVE ONLY WALL SECTION INDICATED OF NON ASBESTOS. ALL CONTRACTORS SHALL USE SAFE WORK PRACTICES DURING THE } z p LOAD-BEARING WALL AS SHOWN ON PLANS IN THE EVENT THAT ASBESTOS CONTAINING MATERIAL (-ACM") IS WORK AND TAKE PRECAUTIONS TO PREVENT THE SPREAD OF DUST AND Q w Z DISCOVERED BY THE LESSEE, ITS CONTRACTORS, AGENTS OR DEBRIS WHICH MAY CONTAIN LEAD. 13'-10" Z O F- 2. REMOVE AFFECTED BASEBOARD ON EACH SIDE OF WALL. EMPLOYEES, THE OWNER SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL LAWS, AS AMENDED, BY FILING WITH THE APPROPRIATE [A] SUCH PRACTICES SHALL INCLUDE BUT ARE NOT LIMITED TO(1) W N W 3. REMOVE FINISHES AND FIXTURES AS REQUIRED. ASBESTOS EVALUATION FORMS AS COMPLETED BY A CERTIFIED LIMITING ACCESS TO THE WORK AREA TO ONLY WORKERS,(2)COVERING z t0 ASBESTOS INVESTIGATOR. COPIES OF THE ASBESTOS THE WORK AREAD WITH SIX MIL POLYETHYLENE PLASTIC OR C2 W0 4 .PROTECT ALL SURFACES WHICH ARE TO REMAIN. INVESTIGATOR'S NEW JERSEY CERTIFICATION AND THE EVALUATION EQUIVALENT,(3)PROTECTING THE WORKERS, (4)PROTECTING LESSEE'S � W co FORMS FILED WITH THE LOCAL BUILDING AUTHORITIES. BELONGINGS BY COVERING OR REMOVING THEM FRON THE WORK AREA, ILn O n p= p Co 5. PROTECT ADJACENT FLOOR AND WALL SURFACES. IN THE EVENT ACM WILL BE DISTURBED BY THE WORK, THE (5)WETTING THE PAINTED SURFACES BEFORE DISTURBING THE PAINT OWNER'S CONTRACTOR SHALL, AS REQUIRED BY LAW, EMPLOY ONLY AND(6)WETTING THE DEBRIS BEFORE SWEEPING. COQTRACTORS03 6. CONTRACTOR SHALL ASSURE THAT NO BUILDING LICENSED AND CERTIFIED ASBESTOS REMOVAL AND DISPOSAL AND/OR WORKERS MAY NOT USE UNSAFE PAINT REMO/AL PRACTICES, � � f.* 0 � LU U z SYSTEMS WILL BE DEMOLISHED OR DAMAGED DURING COMPANIES AND HANDLERS. EVIDENCE OF LICENSING AND INCLUDING(1)OPEN FLAIME BURNING,(2)POWER SANDNG OR TIE INTO EXIST. Q THE REMOVAL OF THE WALL SECTIONS INCLUDING CERTIFICATION OF ASBESTOS CONTRACTORS SHALL BE SUBMITTED SANDBLASTING (UNLESS A SPECIAL VACUUM ATTACHMENT IS USED TO FOUNDATION WALL Q 0 BUT NOT LIMITED TO VENTILATION,AND FIRE RATED TO THE OWNER PRIOR TO THE COMMENCEMENT OF THE WORK. CONTAIN DUST),AND(3) DRY SCRAPING MORE THAN ADE MINIMUSAT 12" OCU 0C SHAFTS, ELECTRICAL, GAS, HEATING, PLUMBING ALL OF THE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE SURFACE AREA(DE MINIMUS MEANS AN AREA OF LESETHAN ONE _ 93- p RISERS, ETC. WITH ALL APPLICABLE LEGAL REQUIREMENTS APPLICABLE TO THE SQUARE FOOT PER ROOM). J O y 0 REMOVAL, ENCAPSULATION AND DISPOSAL OF ACM AS REQUIRED NEW 24" ACCESS HATCH W/ 7. REMOVE EXISTING SUPPLY AND RETURN AC GRILLS AND OR REQUESTED BY THE NEW JERSEY DEPARTMENT OF [B] NO MORE THAN SIXTY(60) DAYS PRIOR TO BEG1N1{ING RENOVATION °O '�• �' STEEL HEADER z RE-INSTALL NEW AS NECESSARY TO COORDINATE WITH ENVIRONMENTAL PROTECTION AND ANY OTHER GOVERNMENTAL ACTIVITIES IN THE HOME THE CONTRACTOR SHALL PROVIDE THE OWNER ;i'• Ur NEW PROPOSED LAYOUT. AGENCIES HAVING JURISDICTION. WITH THE ENVIRONMENTAL PROTECTION AGENCY(THi"EPA')PAMPHLET 4 ENTITLED, PROTECTING'YOUR FAMILY FROM LEAD IN 7•IE HOME, (THE Lu 8. CONTRACTOR(S)SHALL ASSURE THAT NO BUILDING SYSTEMS "PAMPHLET"). THE CONTRACTOR SHALL BE RESPONSIILE FOR WILL BE DEMOLISHED OR DAMAGED DURING DEMOLITION, OBTAINING THE OWNER'S WRITTEN ACKNOWLEDGEMEJT OF RECEIPT OF ":� = " _'''' _:.��` �''':'�:'::' ' '' `:' '' '' ' NEW PC FOOTING INCLUDING BUT NOT LIMITED TO VENTILATION AND FIRE RATED THE PAMPHLET OR A CERTIFICATE OF MAILING EVIDER:ING SAME. PAINT a "'4 ` SHAFTS, ELECTRICAL, GAS, HEATING, PLUMBING RISERS OR IMPREGNATED CLOTH-TYPE COVERS SHOULD NOT BE)SED AS A '--' COVERING OR BARRIER OR IN ANY OTHER WAY BY ANICONTRACTOR IN NEW REINFORCED CONCRETE W INTERCOM. .4� w CONNECTION WITH THE,ALTERATIONS,AS SUCH ARE FDTENTIAL _ •;' FOUNDATION WALLS. z 9. CONTRACTOR(S)SHALL MAKE ADEQUATE PROBES OF ALL EXISTING SOURCES OF LEAD DUST. CONTRACTOR TO CLEAN TH ALTERATION in Ln ' •�'�' '• SEE STRUCTURAL '-' '-i PARTITIONS TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF SITE, PROPERLY REMOVING ALL DUST AND DEBRIS. C(NTRACTORS TO in ;. 06 u N ANY CONCEALED RISERS, ELECTRIC CONDUIT,TELEPHONE, USE A HIGH EFFICIENCY PARTICULATE AIR VACUUM (HIPA)FOR ALL y DRAWINGS FOR DETAIL. a -+ INTERCOM, OR ANY OTHER UTILITY LINES SERVICING THE BUILDING CLEAN-UP ACTIVITIES. NO CHILDREN SHALL HAVE ACCESS TO THE i . W N N PRIOR TO COMMENCING DEMOLITION. ALTERATION SITE OR DUSTY AREAS THAT MAY POSSELS LEAD HAZARDS. :' ' ' • -: � } al 00 ::::�,,'.�.•. ... •' r•: +• e W Z z 0000 000 10. REMOVE ALL EXISTING BATH FIXTURES AND FINISHES AS SHOWN [C] THE REQUIRING"THE USE OF LEAD-SAFE PRACTCES" FOR WORK NEW FOOTINGS FOR PROPOSED f— w FOR FIRST LEVEL BATHROOM. IMPACTING 6 SQ. FT.OR MORE OF LEAD PAINT IN BUIL[INGS ERECTED COLUMNS w Z ¢ o cy— to to BEFORE 1978,AND ALL APPLICABLE STATE AND LOCALREGULATIONS 7'-11" �- V +--i 0 Cl M PROPOSED WORK MUST COMPLY WITH FEDERAL EPA RULE ISSUE APRIL 2 Q F— W >- rj r4 22,2008. O = W N N LEGEND NEW FOUNDATION PLAN 5:��9ZO EXISTING TO REMAIN be _ __ EXISTING TO BE DEMOLISHED SCALE: 1/4" = 1'-0" N SUBMISSION TO THE TOWN OF SOUTHHOLD C:) 0 U- 0 M PROVIDE FOR DIRECT VENT NEW SLIDING GLASS DOOR TO EXTERIOR FOR NEW WINDOW IN EXISTING LOCATION IN NEW OPENING NEW SLIDING GLASS DOOR ELECTRIC DRYER. DBL. 2x10 LVL BEAM IN NEW OPENING DBL. 2x10 LVL BEAM 4x4 POST 44 POST 44 POST 44 POST J NEW RANGE F L_ IN EXISTING NEW DISH WASHER NEW ICE MAKER PROVIDE ACCESS DOOR FOR EXISTING LOCATION IN NEW LOCATION IN NEW LOCATION I I CONNECTION TO NEW BATHROOM IFIEff NEW SINK IN I NEW SINK LAUNDRY EQUIPMENT NO WORK Dcbd\ EXISTING LOCATION i 3'_102" NEW STACKED O NEW REF/FREEZER ELECTRIC WASHER WITH ICE MAKER IN 1 I AND DRYER EXISTING LOCATION NEW KITCHEN ISLAND I I EXISTING BEDROOM NEW BENCH 00 SEAT NO WORK NEW WINE FRIDGE Z-10" KITCHEN IN NEW LOCATION =IN NEW O LAUNDRY CLr. . 202Lo TILE FLOOR cf) A - EXISITING - - - -- - - - -- -- NEW WOODEN LIVINGROOMO LANDING AND STEP I I z EXISTING WOOD FLOOR EXISTING STAIRS 3'-0" 102° 10" o o p J D EXISTING POWDER ROOM NO WORK I- O W NEW FLOOR AND 7 WALL FINISHES EXISITING EXISTING o =) U) HALL MASTER BEDROOM = U) w II- o TILE FL. GARAGE NO WORK cn u- pE O _jEXISTING EXISTING CONCRETE FLOOR U p Z O a DINING ROOM ko M _ EXISTING NO WORK EXISTING EXISTING o T O I-- CLOSET BEDROOM BEDROOM CD 0 EXISTING WOOD FLOOR ~ NO WORK NO WORK T, Ci O O N N H W R- IIA DBL.2x101 11 ILVL BEAM 4x4 POST 4x4 POST C��y� ARD y� 44 POST I _ 44 POST CL CL 10 A 1101B I Q� B I I B 9�F ?aozg NEW OF �Py VESTIBULE Lo N 00 4x4 OST 101 4x4 POST II I FLOOR I " I I _ I II I 1 2-0 II I O I I I II I I II I 4x4 POST I ( 4x4 POST PROPOSED PLANFLOOR0 2ND - --1 co DBL. 2x10 LVL BEAM - - �� SCALE: 1/4" 1' 0" 4x4 POST WITH DECORATIVE HARDI-PLANK PANELS AND CULTURED STONE BASE Q -1 W Z CV DBL.2x10 LVL BEAM O Lt_ OC DECORATIVE HARDI-PLANK PANELS AND CULTURED STONE BASE TO COVER 4 X 4 POST Q Z O /"� p O 13'-10" GENERAL CONSTRUCTION NOTES LL, LL. 0 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES 16. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE 31. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING 43. THE GENERAL CONTRACTOR/OR ENGINEER SHALL SUBMIT ALL Z W W AND REGULATIONS OF THE NEW YORK BUILDING CODE AND ALL ARCHITECT FOR ANY CLARIFICATION OF DRAWINGS OR FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC. FABRICATION SHOP DRAWINGS AND FIXTURE CUTS TO THE zQ Z Q OTHER LOCAL,STATE AND FEDERAL CODES HAVING JURISDICTION INFORMATION NEEDED, 2 WEEKS PRIOR TO CONSTRUCTION OR FOR CHIPS,CRACKS, HOLES, DAMAGED SURFACES AND ANY ARCHITECT FOR APPROVAL. ALL SHOP DRAWINGS AIND CUTS SIGNED J v i WHETHER OR NOT SPECIFIED ON THE DRAWINGS. ORDERING MATERIALS OF THE SAME. OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A "APPROVED"SHALL SUPERSEDE ORIGINATING DRAWIINGS IN DESIGN c� W Z 2. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS 17. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS SHALL NEW FIRST CLASS FINISHED INSTALLATION. THESE DEFECTIVE APPEARANCE ONLY,ALL CONTRACTORS SHALL ASSUME 2: O U Q (INCLUDING PLUMBERS AND ELECTRICIANS)SHALL BE LICENSED TO VISIT THE SITE, FAMILIARIZE THEMSELVES WITH EXISTING SURFACES SHALL BE REPAIRED OR IF BEYOND REPAIRING,THEN RESPONSIBILITY FOR ALL ERRORS IN THEIR DRAWINIGS. Z PROPOSED PLAN1ST FLOOR PERFORM WORK IN THE LOCAL JURISDICTION AND THE STATE OF CONDITIONS,AND SATISFY THEMSELVES IE THE NATURE AND THE GENERAL CONTRACTOR SHALL REMOVE EXISTING AND 44. GENERAL CONTRACTORS NOTE: ALL EQUIPMENT FURNISHED BY W NEW YORK. SCOPE OF THE WORK AND THE DIFFICULTIES THAT REQUIRE ITS INSTALL NEW SURFACES. OWNER[F.B.O.]AS INDICATED AND/OR DIRECTED,THE CONTRACTOR W N 0 4 3. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND EXECUTION. 32. ALL EXISTING ITEMS NOT BEING REMOVED SHALL BE SHALL RECEIVE SIDEWALK LEVEL',CONVEY THE EQUIPMENT AS � Z O Lf) LOCAL CODES,ORDINANCES,RULES AND REGULATIONS 18. THE SUBMISSION OF A PROPOSAL SHALL BE AN INDICATION THAT REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS SHALL BE REQUIREDN , MECHANICAL,AND ELECTRICAL CONNECTIONS COMPLETE W N W W PERTAINING TO LABOR AND MATERIALS. THE CONTRACTOR HAS VISITED THE SITE AND LATER CLAIMS, TIGHTENED(CEILING EXIT SIGN, ETC.)AND ANY MISSING PARTS AND READY FOR USE. 0 L (n SCALE: 1/4" - 1'-O" 4. ALL CONTRACTORS SHALL OBSERVE ALL LAWS AND ORDINANCES LABOR, EQUIPMENT,OR MATERIAL REQUIRED OR FOR OF ANY ITEMS TO REMAIN SHALL BE REPLACED (LIGHT FIXTURE, 45. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED Z lD 0 GOVERNING THE WORK OF THE CONTRACT,AND SHALL OBTAIN, DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN ETC.) BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED AT ALL TIMES. W } Z 6- AND PAY FOR ANY ADDITIONAL PERMITS,INSPECTIONS OR FEES FORESEEN HAD AN EXAMINATION OF THE SITE BEEN MADE,WILL FIRST CLASS INSTALLATION APPEARANCE. 46. EXIT DOORS SHALL BE READILY OPENABLE AT ALL TIMES FROM THE LA ~ ' J 0 O REQUIRED FOR THE WORK OF HIS TRADE OR TRADES,BEFORE NOT BE RECOGNIZED. 33. ALL EXISTING MATERIALS TO BE REMOVED AND REINSTALLED BY SIDE FROM WHICH EGRESS IS TO BE MADE. DC co WORK IS TO BE STARTED. 19. ALL WORK SCHEDULES SHALL BE REVIEWED WITH THE OWNER THE GENERAL CONTRACTOR SHALL BE PROTECTED BY THE 47. NO CONDUITS, PIPES, ETC.,SHALL ENCROACH UPON FIRE RATED Ln 0 5. ALL WORK SHALL BE PERFORMED BY INSURED CONTRACTOR(S). AND NO WORK SHALL COMMENCE UNTIL WRITTEN APPROVAL OF GENERAL CONTRACTOR AND IF DAMAGED SHALL BE REPLACED PARTITIONS ENCLOSING GARAGE, MECHANICAL ROOMS,STAIRS,OR THE CONTRACTOR(S)SHALL OBTAIN AND DISPLAY CERTIFICATES THE SCHEDULE IS OBTAINED FROM THE OWNER. THE GENERAL AT HIS EXPENSE. VENTS. Z W - OF WORKMAN'S COMPENSATION AND LIABILITY. CONTRACTOR SHALL OBTAIN APPROVALS OF ALL WORK 34. ALL DAMAGED SURFACES (FINISHED FLOOR,WALL, ETC.)SHALL 48. PROVIDE AND/OR INSTALL ANCHORS,INSERTS, HANGERS, ETC.,AS O U Zco 6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS TO SCHEDULES. BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT. REQUIRED FOR VARIOUS TRADES. F---� Q W COMPLETE THE WORK-OWNER IS RESPONSIBLE FOR PAYING 20. ALL WORK SHALL BE CARRIED FORWARD IN A WORKMAN-LIKE 35. IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE 49. THE GENERAL CONTRACTOR'S CEILING CONTRACTOR SHALL CLOSELY 0 n PERMIT FEES. MANNER,AND UNLESS OTHERWISE NOTED, SHALL MEET ALL THE PERIOD OF CONSTRUCTION ALL"EXISTING TO REMAIN", COORDINATE HIS WORK WITH THAT OF THE PLUMBING AND Q 0 7. THE GENERAL CONTRACTOR SHALL PROTECT ALL SURFACES IN REQUIREMENTS THAT WILL EFFECT THEIR WORK. EXISTING RELOCATED OR NEW ITEMS,INSTALLED BY THE ELECTRICAL CONTRACTORS WHEREVER THEIR RESPECTIVE WORK IS U 0C AREAS OF THE BUILDING NOT AFFECTED BY THE PROPOSED 21. PROVIDE ALL EQUIPMENT AND TEMPORARY CONSTRUCTION GENERAL CONTRACTOR SHALL BE THOROUGHLY CLEANED TO THE CONTIGUOUS. O 0 Q CONSTRUCTION. NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY. SATISFACTION OF THE ARCHITECT JUST PRIOR TO BEING 50. PRIOR TO CLOSING UP ANY CEILING,ALL PLENUM SYSTEMS(PLUMBING J WINDOWS: LEGEND 8. EACH CONTRACTOR WILL BE HELD STRICTLY RESPCNSIBLE FOR HIS 22. PERSONS SUPERINTENDING WORK SHALL INSPECT ALL DEVICES TURNED OVER TO THE OWNER. AND ELECTRIC)SHALL BE INSPECTED AND WHERE REQUIRED TESTED WORK. ANY DISCREPANCIES IN THE PLANS OR DETAILS AND FIELD FOR ADEQUATE SAFETY. 36. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL BY CONTRACTORS, ENGINEERS,AND BY THE AUTHORITIES HAVING 1. WOOD WINDOWS AND EXTERIOR WOOD DOORS TO BE BY ANDERSON, CONDITIONS SHALL BE CALLED TO THE ATTENTION OF THE 23. PROVIDE FIRE FIGHTING EQUIPMENT AS REQUIRED BY FIRE LIGHT FIXTURES AND FIXTURE LENSES,A/C DIFFUSERS AND JURISDICTION TO INSURE THEIR PROPER INSTALLATION AND Z ARCHITECT BEFORE COMMENCING ANY WORK. DEPARTMENT. REGISTERS, DECORATIVE FINISHES,ALL DOORS, ETC. PRIOR TO FUNCTION. (� IN THE SIZE AND MODEL NUMBER SHOWN ON THE DRAWINGS. :_,.'., _.. NEW POURED CONCRETE WALL g. DIMENSIONS SHALL NOT BE SCALED.ALL DIMENSIONS SHALL EE AS 24. THE GENERAL CONTRACTOR IS RESPONSIBLE TO EXERCISE STRICT LEAVING THE JOB. 51. THE GENERAL CONTRACTOR SHALL PROVIDE CUT OUTS AND OTHER PROVIDE INSECT SCREENS,SEE WINDOW SCHEDULE FOR DETAILS. WRITTEN ON DRAWINGS AND VERIFIED. CONTROLS OVER THE JOB SITE IN ORDER TO PREVENT ANY DIRT 37. ALL MATERIALS AND CONSTRUCTION SHALL BE IN STRICT SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR 2. ALL GLAZING IN DOORS AND WINDOWS TO BE INSULATED, HIGH NEW 4-W WALL PARTITION WITH 3Y2" 10. THE GENERAL CONTRACTOR SHALL VERIFY AND BERESPONSIBLE OR DUST FROM LEAVING THE WORK AREA. ACCORDANCE WITH THE LATEST EDITION OF THE ASTM LIGHTING FIXTURES,AND OTHER INSERTED ITEMS. W PERFORMANCE LOW E COATING,AND TEMPERED. METAL STUDS AND CEMENTITIOUS FOR ALL DIMENSIONS AND CONDITIONS ON THE JOBAND 25. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE SPECIFICATIONS APPLICABLE,AND SHALL CONFORM TO THE 52. CHANNELING OR DEMOLITION OF ANY STRUCTURAL ELEMENTS WILL 0 � 3. SECURE WINDOW AND DOOR UNITS PER MANUFACTURERS BOARD TYPE 'X' ON EACH SIDE. ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VAR0DIATIONS FROM BUILDING AND ANY ADJOINING PROPERTY OR WORK,AND STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE NOT BE ALLOWED. REQUIREMENTS. TYPE-1 THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DAMAGE TO SAME CAUSED BY HIS WORK OR WORKMEN MUST BE INSTITUTIONS A.C.I.,A.I.S.C., ETC.)WHERE APPLICABLE. ALL 53. INSTALL ALL NEW WALLS AND CEILINGS AS SHOWN ON DRAWINGS. O 4. EXTERIOR FINISH TO BE WHITE, INTERIOR FINISH TO BE DETERMINED 11. ALL CONSTRUCTION,DIMENSIONS AND DETAILS SHALL CONCUR MADE GOOD WITHOUT DELAY. PATCHING AND REPLACING OF MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 54. ALL WALLS AND CEILINGS ARE TO BE TAPED, SPACKLED, NEW 2" THICK WALL FURRED OUT WITH AND BE DETERMINED FROM THESE DRAWINGS ONLY. DAMAGED WORK SHALL BE DONE BY THE CONTRACTOR WHO IS 38. ALL MATERIALS,ASSEMBLIES, FORMS,AND METHODS OF SKIM COATED,PRIMED AND FINISHED SMOOTH. W FROM CONCRETE FOUNDATION WALL. 12. WHERE THE CONTRACT,NOTES OR DRAWINGS CALL FOR ANY RESPONSIBLE FOR THE DAMAGE. CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE CONTRACTOR IS TO PAINT WITH A SINGLE COAT OF W FURRING METAL HAT CHANNEL WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY 26. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY REQUIREMENTS OF THE LOCAL&STATE BUILDING CODE AND PRIMER AND TWO FINISH COATS. PAINT TO BE Z Ln WITH X" THICK CEMENTITIOUS BOARD THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING PROTECTION OF HIS WORK UNTIL TURNED OVER TO THE CLIENT. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED MANUFACTURED BY BENJAMIN MOORE OR AN APPROVED EQUAL. N *-I TYPE 'X'. TYPE-2 JURISDICTION OVER THE WORK,THE WORK OF THE MORE 27. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, CODE TEST METHODS. COLOR TO BE SELECTED BY ARCHITECT. u N STRINGENT NATURE CALLED FOR THE CONTRACT,CONSTRUCTION AND PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ALL 39. ALL MATERIALS,ASSEMBLIES AND METHODS OF CONSTRUCTION 55. CONTRACTOR TO INSTALL ALL NEW DOORS,CASINGS, Q- '--I NOTES OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE REGULATED BY THE N.Y.C. BUILDING CODE SHALL BE SUBJECT BASE MOULDING, HARDWARE, ETC.THROUGHOUT HOUSE. W ROOM NUMBER - 13. ALL DRAWINGS AND CORRESPONDING NOTES ARE BINDING AND RECEIVED BY WORK OF OTHER CONTRACTORS SHOWN UPON OR TO CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING 56. CONTRACTOR TO INSTALL AND PAINT ALL NEW MOULDINGS AND TRIM. g 6 � O TILES: &C- WILL BE PART OF THE CONTRACT DOCUMENTS. REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. THE CONSTRUCTION. SIGNED COPIES OF ALL TEST AND 57. ALL MATERIAL INSTALLED IN CRAWL SPACE TO BE OF Z (3) O DOOR NUMBER 14. ALL WORK LISTED ON THE CONSTRUCTION DRAWINGS SHALL BE 28. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS INSPECTION REPORTS SHALL BE FILED THROUGH THE WATERPROOF OR AT MINIMUM,WATER RESISTANT CALIBER. _ � W . 00 00 1. TILE SIZE AND COLOR NOTED ON FINISH SCHEDULE.TILE TO BE THIN SET OVER SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK. ARCHITECT WITH THE LOCAL AUTHORITY HAVING JURISDICTION, 58. CONTRACTOR TO CONSULT STRUCTURAL DRAWINGS I.-, > W PREPARED SUBSTRATE.SURFACE PREPARATION IS THE RESPONSIBILITY OF THIS ROOM NUMBER NOTED OTHERWISE. HOWEVER,IT IS EXPECTED THAT THE 29. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES 40. ALL MACHINERY,TOOLS,SERVICE, LINES, CONDUITS,SHALL BE BEFORE PERFORMING ANY WORK. W = Q O a O O TRADE. NO ADDITIONAL COSTS WILL BE ALLOWED FOR SURFACE PREP. zmr GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK EXCEPT ITEMS TO BE REUSED OR AS OTHERWISE DIRECTED. GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY AND 59. CONTRACTOR TO COORDINATE FLOOR DRAIN LINES WITH U = `� O 1 WINDOW NUMBER WITH THAT OF HIS SUB-CONTRACTORS AND ANY OFTHE CLIENTS 30. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS CONTACT BY THE PUBLIC. LOCATION OF SUMPS, DRY WELLS&PILES. _ W N N 2. PROVIDE TRIM SHAPES AS REQUIRED FOR EACH PARTICULAR APPLICATION,INCLUDING CONTRACTORS TO ASSURE THAT ALL SCHEDULES ARE MET. AFFECTED BY DEMOLITION OR NEW CONSTRUCTIONS WORK 41. WASTE MATERIALS OR DEBRIS SHALL BE REMOVED FROM THE 60. CONTRACTOR TO COORDINATE DIMENSIONS AND U Q O N N 1 AND 2 SIDED SURFACE BULLNOSED,COVED BASE, ETC. 15. THE GENERAL CONTRACTOR SHALL CONTACT THE OWNER TO SHOWN ON DRAWING SHALL BE PATCHED AS REQUIRED TO MATCH SITE DAILY. INSTALLATION OF ALL MATERIALS AND PRODUCTS AS PER u O W 3. TILE JOINTS TO BE 1/16".TILE TO BESET IN A GRID PATTERN.GROUT TO BE LATICRETE DETERMINE THE RULES AND REGULATIONS OF THE BUILDING FOR IMMEDIATE EXISTING ADJACENT IN MATERIAL, FIRE RATING, 42. MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, THE MANUFACTURER RECOMMENDATIONS. Q ce O W Z d LL SERIES 1600 UNSANDED, FACTORY PREPARED, DRY GOUT MIX WITH LATEX ADDITIVE IN CONSTRUCTION,TO DETERMINE WHEN AND HOW DELIVERIES CAN FINISH AND COLOR, UNLESS OTHERWISE NOTED. GROUND AND PROPERTY AND PROTECT SAME FROM 61. GRIFFOLYN TX-1600 VAPOR BARRIER MANUF. BY REEF A COLOR TO TILE UNLESS OTHERWISE NOTED ON FINISH PLAN. BE MADE,WHAT PHASES OF CONSTRUCTION CAN BE DONE ON DISTURBANCE. INDUSTRIES TO BE USED BETWEEN CRUSHED STONE& 4. PROVIDE SADDLE AT DOOR OPENINGS WHERE TWO FLOOR MATERIALS INTERACT. REGULAR OR OVERTIME,AND IN GENERAL,ANY SPECIAL CONCRETE SLAB IN CRAWL SPACE THROUGHOUT. INCLUDE REQUIREMENTS WHICH WILL EFFECT THEIR WORK. PIPE BOOTS AND TAPING. SUBMISSION TO THE TOWN OF SOUTHHOLD rn 0 0 O d' ' " NEW ROOF TO MATCH EXISTING EXISTING ROOF BEDROOM BEYOND z ROOF OVERHANG NEW ROOF TO MATCH �'S 0 EXISTING ROOF O p LL 0 =D C/) = W ui MEK w LL- NEW ROOF! RIDGE _ _ _ _ NEW ROOF RIDGEca=n o O _ _ O O (ELEVATION = +00.00') co z (ELEVATION = +00.00') � _ r 1 O T 0 ~ O O � FINISHED SECOND FLOOR ATTIC SPACE N N O – — — — — — — ATTIC SPACE co (ELEVATION = +00.00') x 1-011 •��REO LF z7l� . 6 HANGING LIGHT \ L 4 X 4 POST WITH DECORATIVE HARDI-PLANK WALL SCONCE \\ �9 ?30TH tJ4Ar PANELS AND CULTURED STONE BASE VAULTED INT.CEILING / \ \ \ EXISTING LIVING �OF N'O`N FRENCH DOOR \ ROOM OUT-SWING CASEMENT WINDOW FRONT ENTRY EN RONT TRY \ BEYOND \ TRIMMED OPENING co EAST \ / To SOUTH RAILING CLOSET / is n \ / / EXTERIOR / Z STEPS / INSULATION IN ABOVE GRADE FRAMED / WALLS TO BE R-21 MINIMUM / TRIMMED / OPENING Q FINISHED FIRST FLOOR / FINISHED FIRST FLOOR _ W (ELEVATION = +00.00') (ELEVATION = + O NEW LANDING 81_011 w (ELEVATION = +00.00') . I ° NEW CRAWL .a• ° Z •' PROPOSE[) GRADE SPACE— — — .. T PROPOSED GRADE_ — — LL (ELEVATION = +0.00') '. (ELEVATION = +0.00') . �. s. •• s,°• ACCESS HATCH i� •• FOOTING I I NEW CRAWL w W BEYOND . •. '. I I •. •. '. \\ SPACE z z g . \ E O w • I I -j U IY >- •. •w•. ..�.. z : . I I ;•. EXISTING ; . w N p WZ O U) mimm.BASEMENT STACK CULTURED STONE BASE • f] N � Z N WITH CONCRETETO ALIG4 FOUNDATION WALL ° W lD O Ln w co In O ►-, a (n co U z m II I 11 Q UJ-21 1 �---� z S -5 4"LAYER OF GRAVEL $ -10 REINFORCED CONCRETE FOUNDATION WALL, 4"LAYER OF GRAVEL 13 -lO Q 0 REINFORCED CONCRETE FOUNDATION WALLS. BACKFILL �� SEE STRUCTURAL DRAWINGS FOR DETAILS. BACKFILL U � Q SEE STRUCTURAL DRAWINGS FOR DETAILS. b v w O w Z Ln P1 o;6 d N Q , w ~UZ zrn00o 0 www , 000o > w 1 r< r< I– UQ � OMM = � � w >- Q 00 O W N N QOCmMZdLt_ SUBMISSION TO THE ON-P� TOWN OF SOUTHHOLD- rn 0 C) O EA EXISTING ROOF NEW LIGHT GRAY VINYL CORNER TRIM BOARD EXISTING OR NEW VINYL SIDING EXISTING EXISTING EXISTING EXISTING EXISTING ROOF EXISTING WINDOW WINDOW WINDOW WINDOW WINDOW NEW LIGHT GRAY NEW ROOF TO MATCH VINYL CORNER EXISTING ROOF lo lo TRIM BOARD ROOF OVERHANG HANGING LIGHT BEYOND �4 X 4 POST WITH DECORATIVE HARDI-PLA K PANELS AND CULTURED STONE BASE EXISTING EXISTING EXISTING WINDOW WALL SCONCE WINDOW �� WINDOW NEW SOLID COMPOSITE z PANELS TO CONCEAL ®®� STRUCTURE AND FRAMING 00 O 0 W Elm OUJI FF U) RAILING �_ Ej LL C) EXTERIOR STEPS ri U) 0 -1 O Z 0 T 1 IT cr) 0 0 0 � I L:1 N NOO OUT-SWING CASEMENT WINDOW NEW LIGHT GRAY VINYL TRIM LLLOUT-SWING CASEMENT WINDO NEW CULTURED STONE BASE EXISTING GARAGE DOOR 4 X 4 POST WITH DECORATIVE HARDI-PLANK FRAME AROUND ALL WINDOWS HANDRAIL TO COVER EXISTING PANELS AND CULTURED STONE BASE NEW LIGHT GRAY VINYL TRIM FRAMEL STACK CULTURED STONE BASE TO ALIGN WITH EXISTING FIREPLACE FIXED SIDELIGHTS FOUNDATION AROUND ALL WINDOWS CONCRETE FOUNDATION WALL 4 X 4 POST WITH DECORATIVE HARDI-PLANK 4 X 4 POST WITH DECORATIVE HARDI-PLANK ����E aRCy� PANELS AND CULTURED STONE BASE NEW FRENCH DOOR FRONT ENTRY PANELS AND CULTURED STONE BASE Uig Gf� NEW SOLID COMPOSITE PANELS TO CONCEAL —STEPS UP TO FRONT ENTRY STACK CULTURED STONE BASE TO ALIGN WITH CONCRETE FOUNDATION WALL PROPOSED EAST ELEVATION �9r ?30Tg PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION F OF NE`N - - SCALE: 1/4" = 1'-0" SCALE: 1/4" - 1 0 SCALE: 1/4" - 1 0 z O 0 V) o u_ ~¢ z w O -� 0� w w � w Z Z a g Y O REMOVE EXISTING SHUTTERS w a AT ALL EXISTING WINDOWS -- --� -- --, -- --� 0� >- Z I � C'�I IE'= �1 I(=� �I LaL ,� w Z Q I IIE== E==I IE== E=31 IE== E=9I W N � I K=� 1:= =1 I I K-� G==I I 1:= =1 K=�I W Z O � E_= E_= E_= E-_ E-_ E_=I Q N W I E-= E_=I 1E 3 L1____J E=_1 1 E-_ E-=I z IE== E==I IE== E=_I IE== E__I w _ I C=3 K=3 I I K=3E I —1 � I E_= E_=I I E_= I I E_= E_�I Ln 0 ^ D. W co m z w F- L7 m Q w z z -- -- _- -_____-- -_ -- -- U a I n nn: u �j IIp If--41 If- Iul II 15-n �I C) E_E E_E I II ��IIII �� �A 111111 I E_= E=E I I G=� K=�I u 11 ml �'�'''f'�' :N n I I E__ E_=1 II 111111 'I .Ir 1, I1 II II II II 1 E=_ 1:1E=E]I Z I _ _ I II 11111 /11 1I I1 IIII II I I ® � ® � I G=3 E=_31 =3 I 11 91111 1� I� 1I II II11 11 IE B E==I I E_= E_=1 ii �'III�'�=�' '��' fill ii I E== E__=I U') 1 G=� G=�I II 1111 IIII II 1 I E_= E_=I II IIII �j IIII II I E_= E_=I 0 L__ __J II I I IIII 111-71-41. I IIII I I II II 11 11 IIII 'I I��I I' IIII II 11 II n ml L�-1J1L------ � W r------------- ----- ®� z in � () N a rI __x—REMOVE EXISTING CONCRETE REMOVE EXISTING ENTRY y- pot pop LANDING AND STEPS w W 00 00 DOOR AND SIDE LIGHTS Z M 00 Z REMOVE EXISTING CONCRETE LANDING AND STEPS Q = Q 0O A M M = ¢ ~ w } o-Io-1-1 EXISTING SOUTH ELEVATION EXISTING EAST ELEVATION EXISTING NORTH ELEVATION � �� 0 � w N N o � w QckmmZo. u: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" btkn, SUBMISSION TO THE TOWN OF SOUTHHOL D rn 0 0 O GFI PLUG MOLD OUTLET DEDICATED OUTLET FOR DISHWASHER - - - - - - DEDICATED OUTLET F_- -- J L MIM DEDICATED APPLIANCE FOR GAS RANGE I i OUTLETS FOR EXISTING DEDICATED OUTLET I ELECTRIC WASHER BATHROOM MIM I AND ELECTRIC DRYER NO WORK FOR EXAUST FAN I GFI PLUG MOLD OUTLET 4� DEDICATED OUTLET ( EXISTING BEDROOM FOR REFRIDGERATOR I I � NO WORK NEW KITCHEN MIM LAUNDRY CL. 172-02 201 EXISITING -- - - - - --- -- L4 — LIVINGROOM O EXISTING z STAIRS i�: o NO WORK O 0 EXISITING EXISTING o Z:) U) GARAGE MASTER BEDROOM = our) wp w EXISTING NO WORK o J Iz zz O DINING ROOM o M _ EXISTINGEXISTING o _ O F- NO WORK BEDROOM BEDROOM o O ~ NO WORK NO WORK ,� c\j O O N H fA II CL CL II II 101A 10 B ?3076NEW y0 VESTIBULE I ��F NE•`N I I � I 101 I II ( I I I I I II I I � I I I I III III O POWER PLAN 2ND FLOOR 0 -- - - J SCALE: 1/4" = 1'-0" N Q Q�w O LL 0z POWER PLAN 1ST FLOOR w W SCALE: 1/4" = 1'-0" N z z 2: 0w � } z < �w U) p z ELECTRICAL NOTES LEGEND w z CD g p N W a 1. ALL COVER PLATES TO BE DECORA STYLE AS MANUFACTURED BY NEW DUPLEX z k = W LEVITON. ALL TELEPHONE AND CABLE JACKS TO BE DECORA STYLE wJ AS MANUFACTURED BY LEVITON. ALL RECEPTACLES,TELEPHONE NEW QUAD OUTLET Ln O ^ a d ED m AND CABLE JACKS TO BE GANGED AS PER QUANTITY AT EACH LOCATION SHOWN. ALL WALL PLATES TO BE DECORA PLUS . . . . SCREWLESS SNAP-ON. T NEW DUPLEX DEDICATED OUTLET O L U Z m 2. ALL WIRING SHALL RUN IN GALVANIZED STEEL CONDUITS, BX YYYYYYYY a W �..� FLEXIBLE CONDUIT, OR APPROVED EQUAL PER CODE. - . -.-.- NEW UNDER CABINET OUTLET STRIP ~ 0 -n 3. CONTRACTOR TO VERIFY LOCATION OF ALL SWITCHES, U of RECEPTACLES AND LIGHTING WITH ARCHITECT PRIOR TONEW TELEPHONE JACK O CL INSTALLATION. I ' J 0 4. CONTRACTOR TO VERIFY QUANTITY OF ALL PRODUCT TO BE USED NEW ETHERNET JACK PRIOR TO ORDERING AND PRIOR TO INSTALLATION. 5. CONTRACTOR TO VERIFY ALL POWER LOADS WITH ELECTRIC NEW CABLE N JACK PANEL AND ADVISE OWNER AND ARCHITECT TO ANY w INCONSISTENCIES. MOTOR FOR RETRACTABLE AWNING p 6. PROVIDE FOR CABLE TV LINES IF REQUIRED. O 7. CONTRACTOR TO PROVIDE ALL WIRING, CABLING,AND ® ELECTRICAL PANEL r-i ELECTRICAL FIXTURES. CONTRACTOR SHALL VERIFY THAT THEw ABOVE MEET OR EXCEED LOCAL ELECTRICAL CODE. DB © DOOR BELL LOCATIONS,5'A.F.F. CHIME LOCATIONS, 1'BELOW FINISHED CEILING Z Ln 8. CONTRACTOR TO VERIFY WITH OWNER AND ARCHITECT THE TYPE Old OF ALL WIRING AND CABLING PROVIDED PRIOR TO ORDERING. SYMBOL TAGS a N 9. ALL EXISTING OUTLETS AND TELEPHONE JACKS TO BE REPLACED A-MOUNT 18"A.F.F. w::) } p) 00 WITH NEW AS PER NOTE NUMBER ONE (1)ABOVE IN AREAS OFg-MOUNT 48"A.F.F. = W z z M 00 00 WORK. �- L_ w C-APPLIANCE/EQUIPMENT DEDICATED LINE.MOUNT HEIGHT U ~' > W Y ^ � 10. NO SURFACE MOUNTED CONDUIT, CABLES, OR BOXES IS W 2 Q O � � k.0 IN ACCORDANCE W/MANUFACTURERS RECOMMENDATIONS PERMITTED UNLESS CONCEALED. CHANNELING OR CUTTING OF . P U , O M M STRUCTURAL SYSTEMS FOR PLACEMENT OF CONDUIT, CABLES AND = w >_ N N D-MOUNT 4"ABOVE COUNTERTOP u O = w FIXTURE BOXES IS NOT PERMITTED. W � c � Lu a E-MOUNT 42"A.F.F. 11. ALL SINGLE GANG OUTLETS MOUNTED ABOVE 18"A.F.F. SHALL BE ROTATED 90 TO HORIZONTAL UNLESS NOTED OTHERWISE. W-MOUNT 58"A.F.F. 12. ALL ELECTRICAL WORK SHALL BE COMPLETED BY AN ELECTRICIAN GFI-DENOTES GROUND FAULT CIRCUT INTERRUPTER LICENSED BY THE LOCAL MUNICIPALITY. EXT-WEATHER PROOF OUTLET W/HINGED COVER 13. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS lqw AV DULY LICENSED BY THE LOCAL BUILDING AUTHORITY. U-PROVIDE WIRING FOR UNDERCABINET LIGHTING DESIGN R rn 0 0 LL_ O t\ UNDER-CABINET LIGHTS _V 4WS (PEWS PEWS EWF7 $ $ $ �IS d d -jL yTUNDER-CABINET LIGHTS _ R R Co L_ Li HP — HP_ HP , f L —� - - - - - - - ---� 1 {} R R R R R / R _ I -- z J R _ Ro I o � cn EXISTING PULL o w o -r SWITCH TO DOWN STAIR �� o z O R I UPSTAIRS o0 O HALL LIGHTS N N O (n �FtED ARC 3 / G,�S �p�tD I I ?3076 �O FN d z WS` J�EHP EWS RCP PLAN 2ND FLOOR ° SCALE: 1/4" = V-0" N Q NE- - -- - - -- -- w u.>- ---- - - - - amu o U- z R P PLAN 1ST FLOOR C � � U- z N w WSCALE: 1/4" = 1'-0" Z z a C7 2: O U w U .-� U w N H 0 NO w �- U Z �o w aC w _ .j Ln H REFLECTED CEILING NOTES CONT. SYMBOL SCHEDULE CARBON MONOXIDE AND SMOKE DETECTING ALARMS AND DEVICES Ln O a� m • U � 1. EXISTING CEILINGS ARE TO REMAIN UNLESS NOTED OTHERWISE. 11. ALL CEILINGS TO BE %$" GYPSUM BOARD UNLESS OTHERWISE NEW DUPLEX 1. CARBON MONOXIDE AND SMOKE DETECTION ALARMS SHALL BE PROVIDED PER 908.7.1 AND 907.2.11.1 OF 0 Q LLJ u CEILING SHALL BE PREPPED FOR NEW FINISHES AND FINISHED NOTED. LAMINATE AROUND BEAMS. THE 2014 BUILDING CODE RESPECTIVELY-OR MOST CURRENT VERSION OF BUILDING CODE. DEVICES SHALL F— C) n PER SCHEDULE. NO NEW THROUGH STRUCTURAL PENETRATIONS NEW QUAD OUTLET BE INSTALLED IN THE FOLLOWING LOCATIONS: Q 0 ARE PROPOSED THROUGH COLUMN &BEAMS. DROPPED CEILINGS 12. ALL INTERIOR FIXTURES TO BE ACCEPTABLE FOR WET/DAMP U � SHALL BE INSTALLED PER NEW YORK STATE BUILDING CODE. LOCATIONS 1.1 ON THE CEILING OR WALL OUTSIDE EACH ROOM USED FOR SLEEPING PURPOSED WITHIN 15'FROM THE 0 NEW DUPLEX DEDICATED OUTLET ' DOOR TO SUCH ROOM —� 2. ALL WIRING TO BE FED THRU AND PROTECTED BY BX CABLE. 13. 'D' DESIGNATION ON SWITCH SYMBOL DENOTES DIMMER. GALVANIZED STEEL RIGID CONDUIT IS ALSO PERMITTED PER CODE 1.2 IN EACH ROOM USED FOR SLEEPING PURPOSES Z TO BE VERIFIED BY ELECTRICIAN. 14. ALL SWITCHES TO BE DIVA PADDLE STYLE AS — — — — NEW UNDER CABINET OUTLET STRIP MANUFACTURED BY LUTRON. 1.3 DEVICES SHALL NOT BE INSTALLED WITHIN 20'OF COOKING APPLIANCES UNLESS LISTED IN ACCORDANCE '--' 3. ALL SWITCHES TO BE DECORA STYLE AS MANUFACTURED BY _ _ _ _ NEW LED STRIP LIGHTS/ WITH THE 8TH EDITION OF UL 217 FOR SMOKE ALARMS OR THE 7TH EDITION OF UL 268 FOR SMOKE w LEVITON, COLOR TO BE WHITE OR APPROVED BY OWNER AND 15. ALL SWITCH PLATES TO BE CLARO SCREWLESS UNDER-CABINET LIGHTS DETECTORS PER BC14 907.2.11.5. 0 ARCHITECT. SNAP-ON AS MANUFACTURED BY LUTRON. ALL SWITCHES TO BE GANGED AS PER QUANTITY AT EACH LOCATION. NEW DIMMER SWITCH 2. CARBON MONOXIDE AND SMOKE DETECTION ALARMS SHALL BE PROVIDED WITH PRIMARY POWER FROM O 4. CONTRACTOR TO VERIFY ALL POWER LOADS WITH ELECTRICAL d MOUNTED @ 48"A.F.F. THE BUILDING WIRING AND THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER PANEL AND ADVISE OWNER AND ARCHITECT OF INCONSISTENCIES. 16. ALL LIGHTS TO HAVE MAGNETIC BALLAST. NO LIGHTS SHALL NEW THREE-WAY DIMMER SWITCH CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. SECONDARY POWER SHALL BE FROM SEALED 10 w BE PROVIDED W/ ELECTRONIC BALLAST. $ YEAR BATTERIES AND DEVICES SHALL INDICATE WHEN BATTERIES ARE LOW. 5. CONTRACTOR TO COORDINATE ALL SWITCH TYPES AND CAPACITIES d3 MOUNTED @ 48"A. F-4 H Ln TO ACCOMMODATE LIGHTING LAYOUT. 17. ELECTRICIAN TO COORDINATE ALL SWITCH TYPES AND RECESSED LED LIGHT INTO HORIZONTAL PAINTED 3. DEVICES SHALL BE CAPABLE OF AUDIBLE AND VISUAL INDICATION IN ACCORDANCE WITH ANSI 117.1A-2009 016 U N CAPACITIES TO ACCOMMODATE LIGHTING LAYOUT. C- '"i N 6. CONTRACTOR TO VERIFY LOCATION OF ALL SWITCHES AND R BRIDGED BETWEEN ROOF JOISTS 4. DEVICES SHALL BE INTERCONNECTED PER BC14 907.2.11.3 SO THAT WHEN ONE SMOKE AND CARBON � � ? r_4 N } o'l 00 LIGHTING BEFORE INSTALLATION WITH ARCHITECT. 18. CONTRACTOR TO VERIFY QUANTITY OF ALL PRODUCTS TO HP MONOXIDE DETECTOR IS ACTIVATED ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE U0) 00 BE USED PRIOR TO ORDERING AND PRIOR TO INSTALLATION. - HANGING PENDANT ACTIVATED. LLJ W Z 00 00 7. ALL NEW LIGHT FIXTURES SHALL USE HIGH EFFICACY LAMPS. U ,_., > w Y n n 19. CONTRACTOR TO VERIFY WITH OWNER AND ARCHITECT THE EHP w = Q O c(- 1-0 EXTERIOR HANGING PENDANTF- U ,-i O 8. ALL ELECTRICAL WORK SHALL MEET OR EXCEED THE REQUIREMENTS TYPE OF ALL WIRING &CABLING PROVIDED. w �- N N OF THE CALIFORNIA ELECTRICAL CODE, IN ADDITION TO ANY OTHER 2 F- APPLICABLE OR SUPERSEDING CODES WITHIN THE JURISDICTION. 20. CONTRACTOR TO VERIFY AND PROVIDE FOR WIRING, EXTERIOR WALL SCONCE U O F-4 W N N CABLING, ELECTRICIANS, AND FIXTURE TYPE TO MEET ALL EWS Q OC 0 (n Z d lt- 9. ALL BULBS AND LUMINARIES SHALL BE L.E.D. TYPE UNLESS STATE AND LOCAL CODES. NOTED OTHERWISE. ® NEW FLUORESCENT LIGHT FIXTURE 10. SURFACE MOUNTED CONDUIT, CABLES, OR BOXES ARE PERMITTED CEILING HEIGHT HIGHER AT THIS LOCATION DUE WITH STRICT ADHERENCE TO CLEAN AND DIRECT LINES AS ® TO UNIQUE FRAMING ABOVE APPROVED BY OWNER AND ARCHITECT. DESIGN REVIEW rn C) 0 O 00 R-49 BATT INSULATION ASPHALT SHINGLES TO EXTEND FLASHING 2" UP MATCH EXISTING ROOF CEDAR BREATHER BY BENJAMIN SIDES OF DOOR OPENING W/ CERTI-RIDGE VENT OBDYKE OVER ROOFING FELT METAL SILL FLASHING SET IN BED OF SEALANT (BY OTHERS) TYPE 30 ROOFING FELT IF VERTICAL HEIGHT FLASHING IS LESS SOLID SHEATHING AS THAN 6 MINIMUM EXTEND KEMPEROL MEMBRANE FLASHING UNDER METAL SILL NOTED BY STRUCTURAL PLATE & REINSTALL SET SILL PLATE IN BED OF POLYURETHANE SEALANT. (RECOMMENDED MAINTAIN CONTINUOUS AIR FOR ALL CONDITIONS ENGINEER ANGLED RESIN FILL TYPICAL @ ALL — SPACE TO ALLOW MOVEMENT MEMBRANE TERMINATION POINTS. OF AIR TO RIDGE VENT PREPARE LEVEL & PATCH SUBSTRATE AS REQUIRED WYAPPROVED LEVELING COMPOUND PRIOR TO APPLICATION OF5/4X6 AZEK FASCIA INSULATION WITH KEMPEROL PRIMER & MEMBRANE (TYP.) 2' KEMPER 4L, MEMBRANE FLASHING VAPOR BARRIER EXTEND 4 MIN. HORIZONTALLY ONTO FIELD SUBSTRATE. ASSURE FULL CONTACT OF COMPOSITE WL ALUMINUM GUTTER 2X6 DOUBLE TOP PLATE SUBSTRATE & RESIN SATURATION OF FILE CE 6" MINIMUM IN CORNER AREA. CONTINUOUS 4" WIDE S7RIP OF KEMPEROL AZEK SOFFIT WITH 3" MEMBRANE © WALL TO DECK TRANSITION. CONTINUOUS VENT KEMPEROL FIELD MEMBRANE 2' R-21 BATT INSULATION „ 5/4X4 AZEK TRIM z � o J R-21 BATT o- zo 0W INSULATION, TYP. U) 0 D � DOOR SILL FLASHING cr W '0 _j � _j 1 Ln �: X O z ° CD c! 0 N.T.S. C) N NO0 5/8" GYPSUM BOARD cn R-21 BATT INSULATION, TYP. ,��FtED ARc COATED COPPER OR FIRST FLOOR � � Mgsy��t�' EQUIVALENT FLASHING APPROVED BY CULTURED STONE NEW WOOD BASE ?3o7g yo4 CHAMPAGNE SILL BY FOF N,6 Y2"X1Yz" AZEK TRIM CULTURED STONE. SWT-1370 NEW TREATED WOOD SILL PLATE (TYP) 3/4" WOOD FLOOR GALVANIZED METAL BRACKET SUBFLOOR 3/4" Y4" SHEATHING VENTED AIR SPACE METAL LATH OVER PLYWOOD NEW BLOCKING o WATERPROOFING MEMBRANE R38 FIBERGLASS BATT INSULATION o �r o t; a AZEK BOARD NTERIOR FINISH PER SCHED. : TJI 230 FLOOR JOIST STUD WALL W/R-21 MORTAR 'r BATT INSULATION • d PRO-FIT LEDGESTONE' TERMITE SHIELD WEATHER RESISTANT ? HOT DIP GALVANIZED ANCHOR z BARRIER OVER PLATINUM, BY CULTURED SHEATHING OR SUBSTRATE STONE. PF-8017 Sy d BOLTS AZACK TRIM BOARDS {. LINE OF FINISHED GRADE. GSM FLASHING SLOPE AWAY FROM HOUSE. s W W a _ Z Z W/DRIP EDGE S I I=1 11=1 I =1 11=� d � � o CAULK AS REQUIRED GRADE - .:.: =1 11=1 I 1=11 I I IT o � 0 ' CULTURED STONE I— ui U (n Z Z ~ N WATERTABLEISILL 2.5" . . . =1 11=1 11=1 I I a W N SIMPSONA-21 OR 10" POURED REIN. CONCRETE =1 I= I I=III=1 CRAWL SPACE w I—III—III—I d z o METAL BRACKET, HOLDING — o C) W W :;. :. CAPACITY 5 LBS./LF or FOUNDATION WALL. SEE STRUC. _ _) FOUNDATION WALL, SMOOTH FINISH, `.•;+`." . MIN. 22 GA. MTL. SUPPORT DWGS. -1 I IEI 11= o PAINTED WITH BENJAMIN MOORE ECOW J J LATH =III— SPEC PRIMER AND PAINT Cr' ZD a < m f ILn I SCRATCH COAT CONCRETE SLAB FINISH SMOOTH z Lu o 0 COATED COPPER ' ' F FLASHING MORTAR SETTING BED • • • ' O I— U z m LU<•';;w'' CULTURED STONE VENEER d Q A 0 Q o ., VANEER STONE FILTER FABRIC o LJ ° a' 0 . VAPOR BARRIER: GRIFFOLYN TX 1600 0 C) CRUSHED STONE o ° . ° MANUFACTURED BY REEF INDUSTRIES d ' d o • ° CRUSHED STONE w 0 0 0 CLOSED CELL COMPRESSION PAD o TRI M D ETAI L STONE VENEER DETAIL 4" PERFORATED DRAIN PIPE Q� W 2 3 (- SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" � � SECTION SHOWN FOR DESIGN INTENT ONLY. 06 a N SEE STRUCTURAL DRAWINGS FOR FURTHER DETAILS. WHERE THESE DRAWINGS U z M 00 CONFLICT WITH STRUCTURAL DRAWINGS THEw ,0000 TYPICAL WALL SECTION STRUCTURAL DRAWINGS SHALL CONTROL. U M >M < W ci�Y ko ko ko q• _ � � W SCALE: 1" = 1'-0" u o =w N N <5,44h- DESIGN M nza. u.: ffc :i REVIEW rn O O LLO O� R-49 BATT INSULATION AT CEILING SOLID SHEATHING W/ CEDAR 00 --COMMON RAFTER BREATHER. SEE STRUCTURAL 99 DRAWINGS FOR SHEATHING DETAILS BARGE RAFTER CONTINUOUS BITUMINOUS PORK CHOP © END WATERPROOFING MEMBRANE BLOCKING AS REQUIRED W/ SPACE FOR VENTILATION ASPHALT ROOF SHINGLES, EXTENDED SOFFIT LEDGER CERTI-LAST COMMON RAFTER DOUBLE TOP PLATE LINE OF CORNER OF HOUSE SOFFIT LEDGER SHINGLES TO PROJECT %" BEYOND FASCIA & 1" OVER RAKE END SOFFIT JOIST EAVE FLASHING %"x6" AZEK FASCIA BOARD - - - - ----- � z ALUMINUM GUTTER O OJ CONTINUOUS MEMBRANE s O = w SOFFITED EAVE / RAKE TRANSITION SOFFITED SAVE / RAKE TRANSITION EXTENDS 24" (MIN.) FASCIA BOARDUOUS AZEK o 1 BEYOND INNER FACE OF � o w u- 2 - INSULATED WALL cn ,� pC O N.T.S. N.T.S. (36" FOR 3:12 TO 4:12 CONTINUOUS AZEK SOFFIT O z O ROOFS) r o M O CONTINUOUS 3" SCREENED o ~ ~ o � VENT W/ TRIM N N O cl) CONTINUOUS LEDGER FOR SOFFIT JOISTS V4"x4" CONTINUOUS AZEK TRIM `g4Q cyj�► SOFFITED EAVE DETAIL 3 O N.T.S. 9 ?3076 r�OF NE.`Ny z O H THE BOTTOM EDGE OF FELT PAPER SHOULD � BE POSITIONED ABOVE THE BUTT OF THE Q ASPHALT SHINGLE AT A DISTANCE EQUAL TO TWICE THE WEATHER EXPOSURE. NEVER w INTERLAY SHINGLES W/ FELT. } O TWO NAILS (ONLY) FOR EACH SHINGLE APPROXIMATELY %"' FROM w EDGE AND APPROKIMATELY 1Y2" Z ABOVE EXPOSURE LINE. O lo LL . w w SPACE ASPHALT z Z SHINGLES Ys" TO V8" APART w 2: 0 U EXPOSURE � � � ,� � -moi \ CERTI-RIDGE w N Q ASPHALT SHINGLE w z NN Lr) w ROOFING FELT 0 Z 0-1 SHINGLES SHOULD PROJECT 1Y2" Ln O � SOLID SHEATHING W/ CEDAR RIDGE VENT PRODUCT a BEYOND THE FASCIA & I t D O m APPROXIMATELY 1" OVER THE BREATHER. SEE STRUCTURAL INSTALLED TO MANU. Ln_O rn m aco DWGS FOR DETAILS. CAULKING RECOMMENDATIONS _ m CABLE OR RAKE END. 0 U Z Lu ADJACENT COURSE JOINTS SOLID SHEATHING ® EAVE n 0 O FELT FOLDED SHOULD BE OFFSET %" MIN. AIR FLOW BACK Q EAVE PROTECTION THRU RIDGE 0 � Q ALUMINUM GUTTER _J STARTER COURSE FASCIA Z (7 V) w RAFTER a of O ASPHALT SHINGLE ROOFING DETAIL RIDGE VENTILATION DETAIL w z Ln 4 506 a r-i N N N.T.S. N.T.S. Q QJ \ w ''""i N N = wz z00000000 U � j 21. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT Q, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS o I. THE EXCAVATION PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL PROJECT o THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. A5 SHOWN ON THE DRAWIN65, REQUIRED IN THE 5PECIFICATION5, AND AS 0 REQUIRED BY JOB CONDITIONS. CLOSELY COORDINATE THE ENTIRE V 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE INSTALLATION WITH THE OWNER, A5 REQUIRED. FIELD VERIFY THE EXACT --� BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL TYPE, 51ZE AND LOCATION ETC. OF EXI5TING PIPE AND SERVICES IN THE APPLICABLE FEDERAL GORES, STANDARDS, RE6ULATION5, AND LAWS. SPACE. III 3. WORK NOT INDICATED ON PART OF THE DRAWING5 BUT REASONABLE 22. THE DRAWIN65 AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH IMPLIED TO BE SIMILAR TO THAT SHOWN AT 0ORRE5PONDING PLACES OTHER AND ANY MATERIAL OR LABOR REQUIRED IN ONE SHALL BE SHALL BE REPEATED. PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY I� MATERIAL OR LABOR WHICH 15 NEITHER SHOWN ON THE DRAWING5 NOR 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND REQUIRED IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWING5 FROM OTHER COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. O 5. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST 23. WHERE THE DRAWINGS OR SPECIFICATIONS REQUIRE ITEMS WHICH EXCEED II CODES OR THE OWNERS CRITERIA, THE CONTRACTOR SHALL BE RIGID REQUIREMENTS SHALL GGVERN. CONTRACTOR SHALL MAKE NO � < rt � DEVIATION FROM DESIGN DRAWING5 WITHOUT WRITTEN APPROVAL OF THE RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ttn 'U 11 ARCHITECT. ON THESE DRAWING5, UNLESS SPECIFICALLY NOTED OTHERWISE. V 1J 0 L �l 6. ALL CONSTRUCTION METHODS 5HALL COMPLY WITH THE REQUIREMENTS OF 24. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK SHALL BE r r LOCAL ORDINANCES REGARDINS THE SAFETY OF PUBLIC AND PROPERTY NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL EXISTING DURING CONSTRUCTION OPERATON5. CONDITIONS ARE NOT COMPLETELY DETAILED ON THE DRAWINGS. THE ^ r CONTRACTOR SHALL SURVEY THE 51TE AND MAKE ALL NECESSARY MODIFICATIONS REQUIRED BASED ON EXISTING CONDITIONS. O i i 7. JOB SAFETY AND GON5TRUCTIGN PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.. 25. ACTIVE BUILDING SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. ALL G05TS FOR REPAIR OF DAMAGES TO ACTIVE 8. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND BUILDING SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE UTILITIES LINES FROM ALL DAMAGE. CONTRACTOR CAUSING THE DAMAGE. [-4'-O"] w r q. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL 26. TIE-INS AND MODIFICATIONS TO EXISTING BUILDING SERVICES MUST BE LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND DONE WITH MINIMUM INTERRUPTION OF OWNER OPERATION AND DURING rl L-------------------------------------------J I r I r STRUCTURES THAT WERE VISIBLE 4 ACCESSIBLE IN THE FIELD. AND THE HOURS SPECIFIED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR w MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE M L--------------------------------------------------J � CONFIRMING EXACT SCHEDULING OF THIS WORK WITH THE OWNER. r SURVEY. AVAILABLE AS-BUILT PLANS AND UTILITY MARK OUT DOES NOT ��--- --__-------------------_--------�-- ------� ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. 27. BEFORE COMMENCEMENT OF WORK THE CONTRACTOR SHALL VISIT THE BEFORE ANY EXCAVATION 15 TO BEGIN, ALL UNDERGROUND UTILITIES P r SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE REMISES OF THE PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE PROPER UTILITY COMPANIES. ENGINEERING DRAWIN65, EXISTING CONDITIONS AND LIMITATIONS THEREOF. r VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE NEW r i EQUIPMENT AND STRUCTURES WILL BE ROUTED COORDINATING WITH NEW co I0. IF AN UNFORESEEN INTERFERENCE EX15T5 BETWEEN AN EXISTING AND i AND EXISTING WORK AND PROVIDING CLEARANCES WITH STRUCTURAL p r PROPOSED UTILITY OR STRUGTLRE THE CONTRACTOR 15 TO NOTIFY THE DESIGN ENGINEER 50 THAT THE APPROPRIATE REVISIONS CAN BE MADE. MEMBERS. DISOR To CONSTRUCTION.ARE TO BE BROUGHT TO THE ATTENTION OF THE p ________� OWNER PRIOR TO CONSTRUCTION. Lup 11. THE CONTRACTOR IS TO ADHERE TO ALL APPLICABLE CONSTRUCTION 25. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL STRUCTURES U) SAFETY STANDARDS AS PUBLISHED IN THE GORE OF FEDERALAND EQUIPMENT AND INDICATE THE REQUIRED SIZES AND POINTS OF U) REGULATIONS 1x26 AS AMENDED. tn TERMINATION. HOWEVER, IT 15 NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NEGE55ARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL o 12. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING ALL REQUIRED CONDITIONS. IT 5HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ci INSPECTIONS WITH ALL LOCAL, STATE AND FEDERAL AGENCIES AS MAY BE INSTALL HI5 WORK IN FULL COMPLIANCE WITH THE STRUCTURE, AVOID rj REQUIRED FOR PROPOSED WORK. OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENING5 AND N }�I PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION COST. SUFFORT OF EXCAVATION FLAIL 13. ALL EROSION CONTROLS (IF RED'D) ARE TO BE SET IN PLACE PRIOR TO ANY LAND DISTURBANCES ON THE SITE. 2q. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND TEMPORARY A' .N c SCALE: I/4" = 1'-0" CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY. .� . 14. THE CONTRACTOR 15 TO USE CAUTION WHEN WORKING NEAR OR UNDER ALL MACHINERY, TOOLS, SERVICE LINES, CONDUIT SHALL BE GUARDED, ,4Q� � �kAN CO 0, OVERHEAD UTILITIES. THE CONTRACTOR 15 TO NOTIFY THE UTILITY SHIELDED OR FABRICATED TO PROVIDE SAFETY AND PREVENT CONTACT ¢ ► f- COMPANIES OF HIS INTENT PRIOR TO COMMENCEMENT OF ANY WORK. BY THE PUBLIC. I5. ANY DRAINAGE STRUCTURES, UTILITIES,DITGHES, GRASSED AREAS, 50. CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING PAVEMENT, CONCRETE OR CURBS DISTURBED DURING CONSTRUCTION SHALL WALL5 AND PROPERTY AND PROTECT SAME FROM INJURY. CONTRACTOR Ott t W SHALL DETERMINE LOCATION AND PROTECT SAME FROM INJURY. BE RESTORED TO ORIGINAL OR BETTER CONDITION. CONTRACTOR SHALL DETERMINE LOCATION AND PROTECT AND SAFEGUARD .� ALL UTILITIES ON AND ADJACENT TO THE SITE:. NOTIFY UTILITY COMPANIES ' ' I(b. THE CONTRACTOR SHALL BE SOLELY AND DIRECTLY RESPONSIBLE TO THE AFFECTED BY WORK AT LEAST SEVENTY- TWO HOURS BEFORE j'• 1 � OWNER AND OPERATORS OF SUCH PROPERTIES FOR ANY DAMAGE, INJURY, COMMENCEMENT. � . EXPENSE, LOSS, INCONVENIENCE:, DELAY, SUITS, ACTIONS, OR CLAIMS OF ANY CHARACTER RESULTING FROM THE CONSTRUCTION OPERATIONS UNDER THI5 31. ALL EXISTING SPACES SHALL BE KEPT GLEAN, CLEAR AND ACCESSIBLE CONTRACT. DURING ALL CONSTRUCTION. PREMISES SHALL BE LEFT BROOM GLEAN AT 17. NEITHER THE OWNER, OFFICERS OR AGENTS OF THE BUSINESS SHALL BE END OF CONSTRUCTION. RESPONSIBLE TO THE CONTRACTOR FOR DAMAGES AS A RESULT OF THE Z CONTRACTOR'S FAILURE TO PROTECT UTILITIES ENCOUNTERED IN THE 32. THE CONTRACTOR SHALL PROVIDE METHODS AND EQUIPMENT FOR O COURSE OF PERFORMING WORK WHERE THE CONTRACTOR'S OPERATIONS PROTECTING EXISTING BUILDING, ALL MATERIALS AND PERSONNEL FROM 11­_COULD CAUSE DAMAGE OR INCONVENIENCE TO WATER, FIRE PROTECTION FIRE DAMAGE PRIOR TO AND DURING WORK. FIRE PROTECTION AND '-' PREVENTION DURING THE CONSTRUCTION PERIOD SHALL BE IN ACCORDANCE c) SYSTEMS, TELEPHONE, ELECTRIC 5ERVICE5, SANITARY AND 570RM WATER WITH ALL LAWS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO, THE 0 SYSTEM, THE OPERATIONS SHALL BE SUSPENDED UNTIL ALL ARRAN6EMENT5 LATEST NFPA REGULATIONS AND ALL OTHER AUTHORITIES HAVING Q NECESSARY FOR THE PROTECTION OF THE5E UTILITIES AND SERVICES HAVE JURISDICTIONW . BEEN MADE BY THE CONTRACTOR. } I&. THI5 PLAN AND APPLICATION ARE FILED FOR APPROVAL ONLY OF THE 33. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND HEALTH LA'N5 Ow STATED WORK APPEARING ON -HE APPLICATION FORM AND DETAILED ON AND REGULATIONS INCLUDING, BUT NOT LIMITED TO PROVISIONS, AND Z U THE ACCOMPANYING PLANS. ALL OTHER MATTERS ARE NOT TO BE RELIED REQUIREMENT5 OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1170, O UPON AND ARE NOT TO BE CONSTRUED A5 BEING APPROVED OR IN A5 AMENDED, AND THE CONSTRUCTION SAFETY ACT OF Igbq, A5 AMENDED. cl� COMPLIANCE WITH APPLICABLE CODES, RULES OR REGULATIONS. THESE u- U) MATTERS ARE 5HOWN FOR INFORMATION PURPOSES ONLY. LI , Iq. ALL DRAWZ w ING5 ARE TO BE READ, NOT SCALED. Z Z g Q 20. CONTRACTOR SHALL FIELD VERIFY ALL DIMEN51ONS REQUIRED FOR CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION 2: O0 U OF THE ENGINEER FOR RESOLUTION. Z W W a, W N 0 w z U) `r' w o = Ln O W a C�7 C7 >- O Q U z i < 0 �j 0-1 w U OL OJ p o L0 rn w U 0 U z N N U) 0) 0 O o rq 00 ch a ry 0 ILD %D M M 0 N N O >- U H N N z cW ? a IL w Z C a JQ U = w or-f Z _ d Lu Q z 0 QL � LN UUm z U = Q � N W � W Q U � `� J J J QQ � W .� W m N U W J Z W jr f � � � w � Q0 ,, � z ry � QUL7ED06 < ' � � RLu o O w U rn z Lo U U rn C=) CD LL_ • � O v OUTLINE OF EXIST FDN TO REMAIN A 13'-4" B UA II'-6"± COORDINATE w/ ARCH DWC75 n zn 0 0 ' %_— :2" THK GONG RAT 1` 24" WIDE X 1'-4" THK LL SLAB . SEE ARCH p 1' FOOTING DW65 FOR SLAB ' 2 , 6 ,s EL. (TYP) - - - 12" THK FDN WALL w/ ADD'L 6 {I 4" GONG. LEDGE (TYP) p dl 4" GONG LEDGE X6" WOOD P05T (TYP) �- - - - - - O 12"x12" GONG. L. PIER (TYP) O ===T2-7 THK FDN WALL w/ #4®12" Q O.G. VERTI AND HORIZ REND Lu E.F. WITH (4)-#5 AT TOP AND (2)-#6 BOTT (TYP) OLD0 rn FARTI A1.._ FLAN: FOUNDATI ON N N SCALE: 1/4" = 1'-0" r' �IF N EF Lu 696566' COMMERCIAL GRADE COMMERCIAL GRADE BUILDING WRAP BUILDING WRAP NATERPROOFIN& 2X6"@I6"O.C. MAX. WOOD WATERPROOFING WOOD POST. SEE PLAN VYNYL SIDINGS. SEE STUD VYNYL SIDINGS. SEE FOR SIZE AND LOCATION. MANUFACTURER'S SPECS (R-21) KRAFT FACED BATT MANUFACTURER'S SPECS I AND REGOMEND INSULATION AND RECOMEND `FOU IGS-- aD TIONPOST TO AILS. FOUNDATION GC?NNEGTIQN DETAILS. Z CONT. (2)2X6" WOOD O 2x6 P.T. WOOD BOTT BOTTOM PLATE 2x6 P.T. WOOD BOTT PLATE ON METAL, TERMITE PLATE ON METAL TERMITE SHIELD w/Y2"41 A.B. ® 24" 1" GYP. CRETE 2000/3.2K SHIELD w/Y2"� A.B. ® 24" 1" GYP. CRETE 2000/3.2K UNDERLAYMENT Q O.G. MIN. w/ UNDERLAYMENT O.G. MIN. w/ W/ 1/4" ACOUSTIC- MAT II OVER Q (TyP) W/ 1/4" ACOUSTIC- MAT 11 OVER (Typ) 3/4" T4 G PLYWD SUBFLOOR, NAILED 3/4" T$ G PLYWD 5UBFLOOR, Iui GLUED TO 2X10 WOOD JOIST (TYP) W 2X10 CONT. END PLA D TO 2X10 WOOD 2X10 CONT. END PLA O W SEALER AS NEED SEALER AS NEEDED SEE ARCH DW65 F- U FOR WALL GON5T. Z DIET. 0 W � CONT. (4) #5 GOVT. (4) #5 2X10" @ 16" O.G. .1015T. SEE SEE 5-3.01 FOR I ' L PLAN FOR DIRECTION TYPICAL WOOD P05T 6X6" WOOD POST W W W 2X10 �16 O.G. JOIST. SEE TO GONG, FOUNDATION i Z Z Z PLAN FOR DIRECTION CONNECTION DETAILS. j Y Q STUCCO FINISH OVER 2" STUCCO FINISH OVER 2" 12" THK FDN WALL w/ #5®12" 1 J Lu RIGID INSULATION (R- 12" THK FDN WALL w/ #5@12" RIGID INSULATION (R- OTMGP)HORIZ VERTI REINF E.F. #4@12" O.G. BOTT. (TYP) j � O U W • • O.G. HORIZ VERTI REINF MIN. A • • PROVIDE SEALANT AS 1�_b Q } w Q >✓11N. REQ D �- Q PROVIDE VAPOR BAR PROVIDE VAPOR BAR W N Q SLOPE. ARCH w Z o U) N W m _ SEE DW65. Q �, rn r=�»---- -__----------- T.O. PIER ! a j tea' p = EL. o o ._.-.-._._. w U — — — • — — — • - -'�_- � m C7 Q WATERPROO _ WATERPROOFI — �. . W 0 1 1 1 1 1 1=1 11= I . o � a c� W2" THK RIGID- PROVIDE RX WATERSTOP 2" THK RIGID I — PROVIDE RX WATERSTOP O - Z W �- Z _ f=I I • • AS REQUIRED INSULATION =III=I I (_) I I=I • • A5 REQUIRED I U z m Q #5@12 O.G. �_ _ _ 512 O.G. Q W_ �...� Z J =III=III= ( I—_ PROVIDE SEALANT A5 _ -) I=I (=III=1 ( PROVIDE SEALANT A5tu REQ D O REQ D ;: I #3 SPIRAL ® 10" O.G. u -1 1=1 I I-I CONT. (3) # 2.. THK RAT SLAB Q L. - - I = I II I I I I I I I I 2, THK RAT SLAB — • • 0 — — — — � 12"X12" CONCRETE -III=1 rn C) C) O PROVIDE (4)-3/4"(P THRU CREATE G AND PATCH OPENING, BOLTS AT EA. END FOR BEARING PLATE/LINTEL 2'-0" TYP. 2'-0" INSTAL_ATI ON ®® ALTERNATE < REINFORCING 2D 2D — L o MIN. TYPICAL MG 12 WALL BOTTOM ------------ ERG, PLATE I1-611 REINFORCING CONTINUOUS TOP AND BOTTOM BARS �- op I/4 PLATEDEPTH OF 0� -OPENINGS' 'a . . FOOTING NON-SHRINK GROUT .g. O T f=' I GAL LINTEL SNP50N GE35044-5252 OR EGUAL L IL 5EAR NO DETAIL- �/ D 30� � ''X6 " V�OOD FOST TO GONG . _ SCALE: 5/4"=1'-0" FOUND ATION T°rGAL GONNEC/TION T GAL STEF T'rF I GAL GONGRETE DETAIL FOOT I N6 DETAIL BALL GORIER SCALE: 1/2"=1'-0" RE I NFORG I NO DETAIL m O 0 0 F- 0 Lu 0 V, T--N 0 ai o N N 5 DRY PACK 3 6 GENERAL PROCEDURE: ,, ty T I. PROVIDE TEMPORARY SHORING AS REQUIRED. — — — — — — 2. GUT PACKETS FOR BEARING PLATES AND SET 3/4 THICK C PLATES OVER NON-5HRINK GROUT. SEE TYPICAL LINTELBEARING DETAIL. cc3. DRILL 1 1/2"0 HOLES IN WALL FOR 3/4"c7 BOLTSAT 2'-0" O.G. 5TAGGERED. — — — — — — 4. GUT NOTCHES ON ONE 51DE OF WALL. 09"' 5. PLACE CHANNEL ON NOTCHED SIDE OF WALL AND DRY PACK TOP AND BOTTOM. tiw yrw 4 6. GUT NOTCHES ON OTHER 512E OF WALL. 5 l0 -7. PLACE CHANNEL ON OTHER SIDE AND DRY PACK TOP. 6. INSERT 3/4"0 BOLTS. Z a. REMOVE THE EXISTING LINTEL AND WALL BELOW. O 10. WELD 1/4" CONT. PLATE TO BOTTOM OF CHANNELS. II. PROVIDE FIRE PROOFING FOR CHANNELS. p Q EXISTING WALL O H U z H U- z L I NTEL 2ETA I L z z a g � wSCALE: 1 1/2"=I'-O" 2 0 z Lw o D Lo w z N W 0 Lo w 0 Lo 1-4 2 m IY Ln O U- a C07 H w Z w m z Q U z J Q p w U of � } OJ p o Lo w U 9 CD Uz w rn 0000 O w 00 00 M 0- o ° ° 0 O I- W N N }, U Z F- N N z w z a � w z 2 66 a Q� o O = w o z nU ". c< z w m F-- U F- Ln z Lu Lj V U Cd= Q � N w Z W 0auj � co wm � q� U) isr".7-4- Lu _j . w � � ao v �7mooQ 00 Lu o U rnz L/) U M M U J GENERAL NOTES WOOD WIND DE51 GN DATA ROOF LOAD (SNOW LOAD CONVERSION) C=) I. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE I. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL GODE 2015 (PER NEW YORK STATE BUILDING CODE 2015 EDITION) (AS PER ASCE 7) p REQUIREMENT5 OF INTERNATIONAL RESIDENTIAL CODE 2015 (IRC 2015) IN COMPLEMENTARY TO (IRC 2015), AMERICAN WOOD COUNCIL (AWG) 5TANDARD5, 2015 SPECIAL DESIGN PROVISION FOR ICG 600-2014 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS (ICG WIND AND SEISMIC (5DPWS) AND INTERNATIONAL BUILDING CODE 2015. ALL WOOD SHALL BE GROUND SNOW LOAD (5L) 30 LB/FT. (5EGTION 1605.2) 600-2014,1, NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION 2015 EDITION (ANSI/AWG DOUGLAS FIR LARCH SELECT STRUCTURAL WITH Fb=1,400 PSI, Fv=a5 1151, Fc=1,700 PSI AND ULTIMATE DE516N WIND SPEED, \/ULT 121 MPH (FIG. 1601.3 (1) Qn ND5 2015). E=1,1100,000 P51 UNLE55 OTHERWI5E NOTED ON DRAWING. Lu „ NOMINAL DESIGN WIND SPEED, Yea= Y � FLAT ROOF SNOW LOAD (EQ. �-U 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING 2. PROVIDE GROSS BRIDGING AT 6-O MAXIMUM ON CENTER FOR ALL JOISTS UNLESS NOTED, AND uLT 0.6 = 100 MPH (EQ. 16-33) �- CODE 2015 AND ALL APPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS, AND LAWS. PREFABRICATED WOOD FLOOR TRUSSES AS PER MANUFACTURER'S RECOMMENDATIONS. P =0.7GeGtIsP Pf =SNOW LOAD ON FLAT ROOFS 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE 51MILAR 3. PRE-FABRICATED TRUSS SHALL COMPLY WITH SPECIFICATION ISSUED ALONG WITH TH15 WIND EXPOSURE EXPOSURE (B) =0.7(1)(1)(1)(30)=21 P5F Ge=EXPOSURE FACTOR AS TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. DRAWIN65, SECTION 061753 -SHOP-FABRICATED WOOD TRUSS. DETERMINED FROM TABLE 7-2 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE M05T RIGID REQUIREMENTS 4. APPROVED SHOP DRAWINGS FOR PREFABRICATED WOOD ROOF TRUSSES, BRACING AND INTERNAL PRESSURE COEFFICIENT, GC , (TABLE 26.11-1) Gt=THERMAL FACTOR AS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT CONNECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. P ROOF SLOPE FACTOR DETERMINED FROM TABLE 7-3 WRITTEN APPROVAL OF THE ARCHITECT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER. ENCLOSURE GLASSIFICATION Grp, I =IMPORTANCE FACTOR AS G,=0.80 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WDETERMINED FROM TABLE 1.5-2 WITH 5. ALL CONNECTIONS OF PREFABRICATED WOOD TRUSSES TO BUILDING WALLS OR STRUCTURE II ARCHITECTURAL DRAWINGS,DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS SHALL BE DESIGNED BY THE TRU55 MANUFACTURER AND SHALL BE SUBMITTED TO THE ENGINEER ENCLOSED BUILDING +O.IS Ge=SLOPE FACTOR AS AND FIELD CONDITIONS. FOR REVIEW PRIOR TO ERECTION. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY NYS A NOTES: -O.IB DETERMINED FROM FIG. 7-2 LICENSED ENGINEER. SLOPED ROOF SNOW LOAD Lu 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES LINES FROM I. PLUS AND MINUS SIGNS 516NIFY PRE55URE5 ACTING TOWARD AND EQ. 7.4-I P =GROUND SNOW LOAD AS ALL DAMAGE =�(P� 9 TIMBER CONSTRUCTION NOTES: AWAY FROM THE INTERNAL SURFACES, RESPECTIVELY. DETERMINED FROM FIG. 7-1 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. VALUES OF (GCpi) SHALL BE USED WITH Q=OR ah AS SPECIFIED. Pe =0.80(21)=16.8 17 P5F I. LUMBER SHALL MEET WITH THE FOLLOWING ALLOWABLE UNIT STRESSES. FRAMING MEMBERS: 3. TWO GASES SHALL BE CONSIDERED TO DETERMINE THE CRITICAL Pe=SLOPE-ROOF 5NOW LOAD 5. THE LOAD CONDITIONS ARE BASED ON THE INTERNATIONAL BUILDING CODE 2015. DOUGLAS FIR-LARCH (NORTH) N0.2 GRADE OR EQUAL. LOAD REQUIREMENTS FOR THE APPROPRIATE CONDITION: TOTAL ROOF LOAD (I) A POSITIVE VALUE OF (GGpi) APPLIED TO ALL INTERNAL SURFACES Fb=1400 PSI (REPETITIVE MBR5) 00 A NEGATIVE VALUE OF (GCpi) APPLIED TO ALL INTERNAL SURFACES TL=DL+LL= 25 + 17 = 42 P5F FOUNDATION NOTES Fr,=1400 P51 I. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN 15 2 TONS PER 5QUARE FOOT. Fv=180 P51 E= 1,600,000 PSI 2. NO BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE UNTIL AFTER SUPERSTRUCTURE IS PLATES $ COMPRESSION MEMBERS: DOUGLAS FIR STUD GRADE OR EQUAL. COMPONENTS AND GLADDING WALLS 30 PSF IN PLACE, UNLE55 ADEQUATE BRACING IS INSTALLED PRIOR TO BACKFILLING. Fb=650 PSI Fc=1i00 P51 3. WHERE ELEVATIONS CHANGE, FOOTINGS SHALL BE STEEPED ONE VERTICAL TO TWO HORIZONTAL E=1,400,000 P51 EXCEPT A5 OTHERWISE SHOWN. MAXIMUM STEP TO BE I'-6". TYPE AND GRADE SHALL BE STAMPED ON SIDE OF MEMBERS BY STRUGTURr�L STL SUPPLIERS AND SHALL NOT BE REMOVED. 4. CONSTRUCTION JOINTS IN CONCRETE FOUNDATION WALL5, INTERIOR AND EXTERIOR SHALL BE 2. TJI, PSL AND LVL MEMBERS SHALL BE MANUFACTURED BY THE TRU5-JO15T MACMILLAN 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM WITH THE AMERICAN PLACED NOT MORE THAN 50 FEET APART. LOCATION OF JOINTS SHALL BE SHOWN ON DRAWIN65 CORPORATION. BCI MEMBERS NOTED SHALL BE MANUFACTURED BY THE B015E CASCADE. EACH OR APPROVED BY THE ENGINEER. SECTIONS OF WALLS SHALL BE POURED ALTERNATELY. INSTITUTE OF STEEL CONSTRUCTION, "MANUAL FOR STEEL CONSTRUCTION, ALLOWABLE STRESS PIECE SHALL BEAR A MANUFACTURER STAMP, THE ALTERNATE MANUFACTURERS WITH PRODUCTS DESIGN" (LATEST EDITION" m 5. SLABS ON GROUND WALL SHALL BE POURED IN CHECKER BOARD PATTERN WITH A MAXIMUM EQUAL OR BETTER THAN THAT SPECIFIED MAY BE USED 5UBJEGT TO REVIEW AND APPROVAL BY AREA OF 1600 5QUARE FEET. JOINTS SHALL BE KEYED AND REINFORCEMENT CONTINUOUS. THE ARCHITECT AND STRUCTURAL ENGINEER. 0 2. ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENT5 OF O 6. WHERE FILL IS REQUIRED UNDER SLAB ON GROUND, IT SHALL BE COMPOSED OF WELL GRADED 3. MOISTURE CONTENT SHALL NOT EXCEED la PERCENT. THE AI5C "MANUAL FOR STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", LATEST EDITION. L] MATERIAL. GONFORMING TO JOB SPECIFICATIONS, PLACED IN b" LAYERS; EACH LAYER TO BE 4LUMBER SHALL BE SOUND, THOROUGHLY SEASONED, WELL MANUFACTURED AND FREE FROM w MECHANIC .',ALLY COMPACTED TO 115% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS WARPS. 3. ALL ROLLED 5HAPE5 SHALL CONFORM TO ASTM STANDARD A-1i1i2, GRADE 50 WITH A MINIMUM Ln DETERMINED BY PROCTOR TESTS. COMPACTION OF 5U56RADE TO BE VERIFIED IN FIELD BY YIELD STRENGTH OF 50 K51 UNLESS SPECIFICALLY INDICATED ELSEWHERE ON OTHER DRAWINGS. QUALIFIED SOILS LAB REPRESENTATIVE DESIGNATED BY OWNER. ALL COMPACTION TO BE PER 5. PROVIDE BRIDGING OF 51ZE RECOMMENDED BY MANUFACTURER FOR FLOOR TRUSSES 51ZE USED. o ASTM D 1557 AND AASHTO DESIGNATION T-180, METHOD 'G'. BLOCKING SHALL BE PERPENDICULAR TO FRAMING AND SHALL LINE UP ON CENTERS 4. STEEL FOR TUBE SECTIONS SHALL COMPLY WITH ASTM A500 GRADE B, Fy = 46 K51. PIPE STEEL o 7. FOOTING 506RADE 15 SUBJECT TO INSPECTION BY THE SOILS ENGINEER. RECOMMENDED BY MANUFACTURER SPECIFIED ON DRAWIN65. SHALL COMPLY WITH ASTM A500 OR B, Fy=42 KSI. N 6. CONNECTIONS SHALL BE ADEQUATE TO DEVELOP THE FULL STRENGTH OF THE MEMBERS. 5. ALL CONNECTION MATERIAL, BASE PLATES, ANGLES AND CHANNELS SHALL CONFORM TO A5TM STANDARD A-36 UNLESS OTHERWISE NOTED. 7. ROOF MEMBERS SHALL BE SECURELY FASTENED TO THE EXTERIOR WALL5 WITH APPROVED ANCHORS OR CLIPS. 6. STEEL FOR SHEAR STUD CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ARTICLES REINFORCED CONCRETE NOTES 8. FOR ROOF SLOPES, MANSARD DIMENSIONS, OTHER ARCHITECTURAL DIMENSIONS AND DETAILS, 421 AND 430, CODE FOR WELDING IN BUILDING CONSTRUCTION, AWS DI. - 1-72 OF THE AMERICAN I. STRUCTURAL CONCRETE AND CONCRETE PRACTICES SHALL CONFORM TO AGI-315-14 "AMERICAN SEE ARCHITECTURAL DRAWIN65. THE CONTRACTOR SHALL COORDINATE BETWEEN THE MELDING SOCIETY. MANUFACTURER CERTIFICATION SHALL CONSTITUTE SUFFICIENT EVIDENCE OF CONCRETE INSTITUTE, BUILDING CODE FOR REINFORCED CONCRETE." DETAILS SHALL BE IN ARCHITECTURAL AND STRUCTURAL DRAWINGS. CONFORMITY WITH SPECIFICATIONS. ACCORDANCE WITH AGI-135, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED >r cl. PROVIDE DOUBLE TRUSSES UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN CONCRETE STRUCTURES" UNLESS OTHERWISE NOTED ON THE DRAWINGS AND THE PROVISIONS OF 7. SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE Lu THE NEW YORK STATE BUILDING CODE. HALF THE JOIST LENGTH UNLESS OTHERWISE NOTED. BOLTED OR WELDED. h 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 57REN(9TH AT 28 DAYS U.O.N. ON PLAN AND 10. STUD BEARING WALLS AND EXTERIOR STUD WALLS SHALL BE TEMPORARILY BRACED PRIOR TO SHALL BE; NORMAL WEIGHT CONCRETE. THE INSTALLATION OF THE GYPSUM BOARD. GYPSUM BOARD SHALL BE CONNECTED TO EACH 8. WHEN NOT SPECIFICALLY DETAILED ELSEWHERE ON THE DRAWING, ALL BEAM TO BEAM AND � I) FOOTING5 AND FOUNDATION WALLS: 4000 P51 STUD AT STUD BEARING WALL5 AND EXTERIOR STUD WALL5. STUDS AND P05T5 SHALL BE BEAM TO COLUMN CONNECTIONS SHALL BE TWO 51DED WEB ANGLE CONNECTION. - ONE-PIECE-CONTINUOUS BETWEEN FLOOR LEVELS AND BETWEEN FLOOR LEVEL AND ROOF 3. ALL EXPOSED CONCRETE SHALL HAVE AN AIR ENTRAINING AGENT. DIAPHRAGMS. ALL DOUBLE STUDS SHALL BE NAILED TO EACH OTHER AT 8" MAXIMUM SPACING q. ALTERNATE CONNECTIONS WILL BE ACCEPTED ONLY WITH THE WRITTEN APPROVAL OF THE FULL-HEIGHT. ENGINEER. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE 4. ALL REINI=ORGING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 11. WHERE DOUBLE (OR MORE) TRUSSES, RAFTERS OR JOISTS ARE INDICATED ON THE DRAWINGS, CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIC DETAILS SHOWN ON THE 5. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A185. CHAIR OR LIFT WIRE FABRIC DURING THEY MUST BE MECHANICALLY FASTENED OR NAILED TO EACH OTHER IN A MANNER AS TO DRAWIN65. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH Z CONCRETE PLACEMENT TO ENSURE PROPER POSITION IN SLAB. SHARE THE SUPERIMPOSED LOADS, INCLUDING LOADS FROM HEADERS FRAMING INTO THE ALTERNATE DETAILS WHICH HE PROPOSES. 0 MEMBER. CONNECT PRE-FABRICATED STRUCTURAL ELEMENTS PER MFR'S SPECIFICATIONS. 10. VIHEN INDICATED AS BOLTED ON THE DRAWINGS, ALL OR FIELD BOLTED BEAM TO BEAM OR j 6. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF BEAM TO COLUVN CONNECTIONS SHALL BE BOLTED CONNECTIONS USING 3/4 INCH DIAMETER p REWIRED ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO 12. LAP JO15T5 FRAMING FROM OPPOSITE SIDES OF A BEAM, GIRDER OR PARTITION AT LEAST 6" 0 FURNISH SUPPORT FOR ALL BARS. SECURE JOISTS FRAMED END TO END METAL STRAPS. USE APPROVED FRAMING ANCHORS TO A525 BEARING BOLTS IN STANDARD HOLES UNLESS SPECIFICALLY NOTED OTHERWISE. Q SUPPORT JOISTS FRAMING INTO THE SIDES OF WOOD OR STEEL BEAMS. 7. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWING 11. SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE w WHERE NOT SPECIFICALLY INDICATED ON THE DRAWIN65, ALL REINFORCING BARS SHALL BE 13. PARTITIONS PERPENDICULAR TO JOISTS SHALL BE OFFSET FROM SUPPORTING GIRDERS, WALLS STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE ENGINEER IN WRITING. } OR PARTITIONS MORE THAN THE JOISTS DEPTH. JOISTS CARRYING PARTITIONS PARALLEL TO O LAPPED USING THE TENSION SPLICE LENGTHS IN THE SCHEDULE. LAP WALL TOP HORIZONTAL LL OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED FOR ANY CONNECTIONS UNLE55 REINFORCEMENT AT CENTER OF SPAN. LAP WALL BOTTOM HORIZONTAL REINFORCEMENT AT JOISTS SHALL BE DOUBLED. U SUPPORT. LAP INSIDE FACE WALL VERTICAL REINFORCEMENT AT SUPPORT. LAP OUTSIDE FACE 12. VERTICAL. WALL REINFORCEMENT AT MID HEIGHT OF WALL. UNLESS OTHERWISE NOTED TERMINATE /� SPEGIFIGALLY INDICATED ON THE DRAWING5 OR APPROVED IN WRITING BY THE ENGINEER, 0 � CONTINUOUS BARS AT DISCONTINUOUS ENDS WITH STANDARD HOOKS. W00D 1=LOOR R MING 13. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A-36 UNLESS OTHERWISE NOTED. U- b. MINIMUM CONCRETE COVER FOR BOTTOM REINFORCEMENT STEEL SHALL BE I INCH FOR 5LA55 INTERNATIONAL RESIDENTIAL CODE 2015 (IRC. 2015) OR AS SHOWN ON DRAWING5. 'S 14. THE STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE w W W ON GRADE AND WALL5. ALL CONCRETE EXPOSED TO WEATHER OR EARTH SHALL HAVE MINIMUM Z Z ELEVATION WITH THE TOP OF CONCRETE ELEVATION. IN CASE OF CONFLICT, THE CONTRACTOR Z CONCRETE COVER OF 2 INCHES FOR BARS LARGER THAN #5, 1-1/2 INCHES FOR #5 BARS OR ALL WOOD FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R502 J SMALLER, FOR ALL CONCRETE CAST AGAINST EARTH PROVIDE 3 INCHES COVER FOR BOTTOM .,HALL MAKE ALLOWANCE IN HIS BID FOR THE MOST STRINGENT REQUIREMENT5. W REINFORCEMENT. ALL CONCRETE PLACED AGAINST PERMANENT SHEETING SHALL HAVE 4 INCHES FLOOR JOISTS: FLOOR JOISTS SHALL BE IN ACCORDANCE WITH SECTION R502.3 , TABLE R502.3.1(1) QC O Z QCOVER. AND R502.3.1(2) OR AS 5HOWN ON THE DRAWINGS. 15. ALL WELDS INDICATED SHALL MEET THE MINIMUM WELD 51ZE SPECIFIED BY THE CURRENT A150 Q W GIRDERS: HEADERS AND GIRDERS SHALL BE IN ACCORDANCE WITH TABLE R602.7(U, R602.7(2) AND MANUAL OF STEEL DESIGN. ct. W N � Q. PROVIDE GONSTRUGTION JOINTS IN ACCORDANCE WITH A0I-315, CHAPTER :26. SUBMIT SHOP � p DRAWING5 SHOWING CONSTRUCTION JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS R602.7(3) OR AS SHOWN ON THE DRAWING5. W Z N W 16. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S. � FOR THE STRUCTURAL ENGINEER'S REVIEW. F- � 0� Lo FLOOR TRUSSES: DESIGNED BY MANUFACTURER, PARALLEL CHORD FLOOR TRU55ES SHALL BE IN SPECIFICATIONS, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL CONFORM TO A.W.S. A5.1W o = ACCORDANCE WITH TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD 10. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING INTENDED PLACEMENT 5EQUEN0E AND GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX SHALL CONFORM TO A.W.5. A5.17, F7ri '--'0 tco (D LOCATION OF CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. WALL CONSTRUCTION WOOD TRU55ES AND SECTION R502.11.1 d- QC W Z) (D JOINTS SHALL BE LOCATED 50 AS TO PROVIDE A 60 FOOT MAXIMUM LENGTH OF CONCRETE A.W.S. FLUX CLASSIFICATION. O LL a CD F- FLOOR AND ROOF SHEATING: STRUCTURAL FLOOR SHEATHING � STRUCTURAL ROOF SHEATHING - - - - - Cn PLACEMENT. SHALL COMPLY WITH SECTION R505Z W W 17. PROVIDE WELDED STIFFENER PLATES ON BOTH SIDES OF THE WEB OF BEAMS AT POINTS OF 0 U z m 11. VERTICAL. CONSTRUCTION .'OINTS IN WALL5 SHALL BE USED ONLY WITH PRIOR APPROVAL OF THE CONCENTRATED LOAD. f--i Q W Z J ENGINEER AND SHALL BE LOCATED AT LEAST EIGHT FEET FROM ANY COLUMN LINE OR WALL BRACING: BRACING PROVIDES FULL DEPTH BLOCKING, PERPENDICULAR TO THE FLOOR FRAMING ¢ O OPENING 17-OR FOUNDATION WALLS. MEMBERS IN THE FIRST TWO FRAMING 5PAGE5 AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON " w 15. THE FILLER BEAMS SHOULD BE SPACED EQUALLY BETWEEN THE SUPPORTS IF NOT OTHERWISE U � OC W CENTER MAXIMUM IN ACCORDANCE WITH SECTION R502.7 OF IRC 2017 12. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, WALLS AND SLABS NOTED ON THE DRAWIN65. 0 Q UNLE55 SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER. FASTENING: FASTENING SHALL BE ACCORDANCE WITH SECTION R602.3(1) 111. GUTS, HOLES, G0111N67, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN ON THE 15. NO CONCRETE TEST WILL B= ACCEPTED IF CONCRETE 15 TAMPERED WITH IN ANY WAY AFTER SHOP DRAWIN65 AND MADE IN THE SHOP. GUTS OR BURNING OF HOLES IN STRUCTURAL STEEL W SAID TEST 15 PERFORMED.REPEAT TEST IF WATER 15 ADDED AFTER INITIAL SAMPLING. MEMBERS IN THE FIELD WILL NOT BE PERMITTED. U 14. THE GENERAL CONTRACTOR SHALL PROVIDE REINFORCING STEEL ERECTOR WITH A SET OF STRUCTURAL PLANS FOR FIELD USE. 20. PROVIDE ANY TEMPORARY BRACING OR GUY5 TO PROVIDE LATERAL SUPPORT OF THE BUILDING (� UNTIL PERMANENT FRAME IS COMPLETELY INSTALLED. 15. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO 1/4 INCH UAMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO AGI RECOMMENDATIONS. 21. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICAL DRAWING5 AND DRAWINGS RELATED TO OTHER TRADES. THE GENERAL CONTRACTOR 15 w) 16. CONTRACTOR SHALL VERIFY DIMEN51ON5 AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, rn co W ko O CURBS ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC., WITH THE WORK OF wo 00 00 M Iy OTHER TRADES. a 17. FOR LOCATION OF FLOOR DRAINS, CURBS, CONCRETE PADS AND FLOOR DEPRE55IONS 5EE 0 M M 0 O U) ARCHITECTURAL AND MECHANICAL DRAWINGS. ALL CONCRETE PADS AND FILL SLABS SHALL BE >- U 22. THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY AND COORDINATE THE LOCATIONS OF H Z 3000 PSI LIGHTWEIGHT CONCRETE, WITH A MAXIMUM WEIGHT OF 115 LBS. PER GU. FT., BEAMS AND GIRDERS AROUND ELEVATORS WITH THE ARCHITECTURAL AND MECHANICAL z a �i W W REINFORCED WITH WWF 6x6-WI.4xWl.4 MINIMUM, PLACED I" CLEAR FROM TOP, UNLE55 GALLED OUT Z OTHERN15E ON THE ARCHITECTURAL, MECHANICAL OR STRUCTURAL DRAWINGS. DRAWINGS. o-6 a0 J U 15, CONTRACTOR SHALL USE RIGID TEMPLATES TO INSTALL ANCHOR BOLTS. w U>_ w O ym � �a D j 11i. CONTRACTOR SHALL COORDINATE SLAB DEPRESSIONS FOR FLOOR FINISHES WITH ®M .u1 n Z Z z Q ARCHITECTURAL DRAWINGS. H U Lu U 'iirl J -j r-i J 20. BAR LENGTHS INDICATED ON PLAN DO NOT INCLUDE HOOKS OR BENDS UNLESS NOTED N @ Z a � _ } W m ,--i OTHERWISE. w z Z J N Q 21. KEYS IN ALL WALLS 12" OR SMALLER SHALL BE 2"X4"; IN WALL5 GREATHER THAN 12", SHALL BE V\\ > Y w LL) Y5 OF THE WALL THICKNESS x 2" _ 0 z o N V Q U � 0z V) UMMU �� rn 0 C) O LL JJV � X13.75 LINTEL A E T rP LINTEL B D TA1L5. 5EE ARCH DWG5 FOR NEW OPEN'G ' 51ZE AND LOCATION ' I M, ' WOOD Jo 15T ®I6" I I I i I L- -------- ------------------------- -------- -� CQ O O W En Ll) I" FA TIAL. FLAN: IST FLOOR FRAM I N6 ko 0 SCALE: 1/4" = 1'-0" o N N z 0 A B 0 kN cl Uj a W OOD 1051 O LL Q ��(2) 2X10 HEA Z R (L) O � W ii U) i i U- z Q 110 Q z z g � p 2X10" NOOD ;; 2X10" NOOD p � 0 U W }W X RAFTERS 12 .G. M W N �� �� � RAFTERS 12" .G N Q } Z W N H a "" o 0 "" W Z N W } z N cr-, W 0 2 Ln W :D (D � �� in O LL a CD Z - - - (2) 2X10 HEADER (L) Q U m Q WZz 4X4 WOOD P05T ¢ Q O W U 0 Q D FARTI AL FLAN: ROOF FRAM I NC7 W SCALE: 1/4" = 1'-0" Q (D F- C)W z co LU 00 0 M O t0 l0 .� M M O Z w � " >- U W N N Z ? au W Z 06a01-1 C U QQ O a �jLu wU } w LUO z < LLI U mfLu — ULU Ln z O p z Q = N W �-' > W U J -J NU U) Qzz 9LUUJ Wz°�� w DZJ Q W U ~ Q a o L7 m o U mow -jd�- � -j ..- rnz LnUMre) U rn CD AS FASTEN I NO 5�+�EDULE FAS MIN. NUMBER OF /� I FASTENERS REQUIRED TABLE 2504.10.1 BY TABLES TABLE R602.3(1) IGC IRO 2015 kJ U GONNEGTION FASTENER NUMBER OR SPACING JOIST TO BAND JOIST, FACE NAIL Ibd COMMON 3 JOIST TO SILL OR GIRDER, TOE NAIL 8d COMMON 3 L BRIDGING TO JOIST, TOE NAIL EACH END 8d COMMON 2 C) LEDGER STRIP Ibd COMMON 3 AT EACH J015T Ixb OR LESS SUB FLOOR TO EACH JOIST, ad COMMON 2 FACE NAIL OVER Ixb SUBFLOOR TO EACH JOIST, Sd COMMON 3 FRAMING MEMBERS IN EXTERIOR WALL �I FACE NAIL SYSTEM SHALL BE FASTENED TOGETHER IN — 2 INCH SUB FLOOR TO JOIST OR GIRDER, Ibd COMMON 2 ACCORDANCE WITH TABLE OF THE IRC, 2015 BLIND AND FACE NAIL TABLE R602.3(1) IN ADDITION UPLIFT CONNECTORS SHALL BE PROVIDED TO I� SOLE PLATE TO JOIST OR BLOCKING, Ibd COMMON 161, O.G. RE515T THE UPLIFT LOADS LISTED IN FACE NAIL TABLES. THE UPLIFT LOAD REQUIREMENTS TOP OR SOLE PLATE TO STUD, END NAIL Ibd COMMON 2 MAY BE INTERPOLATED FOR INTERMEDIATE BUILDING WIDTH. DOUBLE STUDS, FACE NAIL IOd COMMON 24 O.G. DOUBLE TOP PLATES, FACE NAIL IOd COMMON I6" O.G. TOP PLATE SF I(E F1STE I ` r:,-7 TOP PLATES, LAP AND INTERSECTIONS 2-Ibd OR 3-IOd COMMON FACE NAIL OUINTS CONTINUOUS HEADER, TWO PIECES Ibd COMMON 16" O.G. ALONG EACH EDG CEILING JOISTS TO PLATE, TOE NAIL Sd COMMON a NOTE: IN ACCORDANCE WITH IRO 2015 SECTION R602.3.2 CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON 3 JOISTS, LAPS OVER PARTITIONS, - 3-Ibd OR 4-I0d COMMON FAG NA1ROOF TRUSS FRAM I NC5 SYSTEMS: JOISTS TO PARALLEL RAFTERS, - 3-I6d OR 4-I0d COMMON TRUSSES: NAILS ROU I RED FOR TOP PLATE SQL I GF— FACE NAIL WOOD TRUSSES SHALL BE DESIGN IN ACCORDANCE WITH THE PROVISIONS WITH SECTIONS TABLE IN ACCORDANCE ICG AND IRC, 2015 RAFTER TO PLATE, TOE NAIL bd COMMON 3 R502.10.1 OF IRC. 2015 AND ACCEPTED ENGINEERING PRACTICE. MEMBERS ARE m 110 mph PERMITTED TO BE JOINED BY NAILS, GLUE, BOLTS, TIMBER CONNECTORS, METAL p BUILDING LENGTH OR P I INCH BRACE TO EACH STUD AND PLATE, Sd COMMON 2 CONNECTOR PLATES OR OTHER APPROVED FRAMING DEVICES. IN ADDITION, THE DESIGN, BUILDING WIDTH FACE NAIL DISTANCE BETWEEN MANUFACTURE AND QUALITY ASSURANCE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHEAR WALL51x8 OR LE55 SHEATHING TO EACH Sd COMMON 2 SHALL BE IN ACCORDANCE WITH TPI I. uj BLDG. WIDTH 24 BLDG. WIDTH 36 BLDG. WIDTH 44 BLDG. WIDTH 52 BLDG. WIDTH 60 BEARING FACE NAIL THE TRUSS MANUFACTURER SHALL PROVIDE THE TRU55 SUBMITTAL PACKAGE FOR TO OVER Ixb SHEATHING TO EACH BEARING, Sd COMMON 3 ENGINEER OF RECORD APPROVAL PRIOR TO INSTALLATION, CONSISTING OF THE y� 4 7 11 12 14 FACE NAIL FOLLOWING, o TRU55 DESIGN DRAWINGS, IN ACCORDANCE WITH SECTION R502.10.1 OF IRO 2015. EACH o BUILT-UP CORNER STUDS Ibd COMMON 24" O.G. INDIVIDUAL TRU55 DESIGN PRANING5 SHALL BEAR THE SEAL AND SIGNATURE OF THE a' 0 2{N 10 14 IS 21 24 BUILT-UP GIRDER5 AND BEAMS, OF THREE 20d COMMON 32" O.G. AT TOP 4 BOTTOM TRU55 DE5I6NER. N MEMBERS AND 5TAG6ERED 2 END5 ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN ACCORDANCE WITH SECTION N AND AT EACH SPLICE R502.11.1.1 AND R 802.11.1.2 5N 21 32 - - - 2 INCH PLANKS Ibd COMMON 2 EACH BEARING STUDS TO SOLE PLATE, END NAIL Ibd COMMON 2 EACH END01F NEW F. 2W 37 - - - - WOOD STRUCTURAL PANEL AND bd COMMON, ANNULAR 6" O.G. EDGES AND '��' .��p,t�( ,� yQ PARTICLEBOARD SUB FLOORING OR SPIRAL THREAD 12 O.G. INTERMEDIATE (7) 15/32", 1/2" /� /� I /� W = BUILDING WIDTH 111/32", 3/4" Sd COMMON OR bd 6" O.G. E06E5 AND O�It�SUM E30ARD AND PLASTER THE NUMBER OF FASTENERS MAY BE REDUCED BY 2530 OUTSIDE THE MIDDLE HALF OF THE WALL LENGTH A}NRNUULLAR OR SPIRAL 12" O.G. INTERMEDIATE CHAPTER 7 INTERNATIONAL RESIDENTIAL CODE 2015 t EAD Lu IOd COMMON OR Sd 6" O.G. ED6E5 ANDI NSPEGTI ON " ANNULAR OR SPIRAL b" O.G. INTERMEDIATE (}y���,S INSPECTION. LATH AND GYP5UM BOARD SHALL BE INSPECTED IN ACCORDANCE WITH 101135. p,+. a,.. 15/32", 1/2" 16ga GALVANIZED WIRE 4" O.G. EDGE5 AND STAPLES, 3/8" MIN. 7" O.G. INTERMEDIATE VERTICAL AND HORIZONTAL ASSEMBLES GROWN 15/8" LENGTH WOOD FRAMING. WOOD SUPPORTS FOR LATH OR 67YP5UM BOARD SHALL NOT BE LE55 THAN 2 INCHES 111/32", 5/8" Ibga GALVANIZED WIRE 2 I/2" O.G. EDGE5 AND (51mm) NOMINAL THICKNESS IN THE LEAST DIMENSION. WOOD STRIPPING OR FURRING SHALL NOT BE GONNEGTI ON SG�#EDULE 5TAPLE5, 3/8" MIN. 4" O.G. INTERMEDIATE LESS THAN 2 INCHES (51mm) NOMINAL THICKNESS IN THE LEAST DIMENSION. BY 51MP50N HIGH WIND-RESISTANT GROWN 15/S" LENGTH EXCEPTION: THE MINIMUM NOMINAL DIMENSION OF WOOD FURRING STRIPS INSTALLED OVER SOLID z GONSTRAGTIDN CATALOG WOOD STRUCTURAL PANEL AND bd COMMON (WALL) 6" C'.L". EDGES AND BACKING SHALL NOT BE LE55 THAN I INCH BY 2 INCHES (25mm BY 51mm). � ALLOWABLE LOAD PARTICLEBOARD ROOF WALL Sd COMMON (ROOF) 12" O.G. INTERMEDIATE F_ LOCATION MODEL FASTENER CAPACITY (LBS) NOTES SHEATHING 1/2" OR LESS SHEAR WALL CONSTRUCTION p 111/32" OR GREATER 8d COMMON 6" O.G. ED6E5 AND RIDGE TO BE PROVIDED BY 12" O.G. INTERMEDIATE RESISTANCE TO SHEAR (WOOD FRAMING). WOOD-FRAMED SHEAR WALL SHEATHED WITH GYPSUM Q TRUSS MANUFACTURER BOARD, LATH, AND PLASTER SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH 2306.4 IY- I6 a GALVANIZED WIRE AND PERMITTED TO RESIST WIND AND SEISMIC LOADS. Lu (11) IOdX V2" TO 111/32", 3/4" g 2" O.G. EDGE5 AND >- TRU55/RAFTER TO HIOA TRU55/RAFTER 1140 # UPLIFT 5TAPLE5, 3/8" MIN. 5" O.C. INTERMEDIATE O WOOD PLAT= (q) IOdX V2" TO 5110 # PARALLEL TO PLATE GROWN. LENGTH OF STRUCTURE WCI5 DE5I6NED IN ACCORDANCE WITH 5130G1 TO RESIST WIND LOADS. LL PLATE I4WOOD 5TRUCTURAL I— U PANEL OR PARTICLEBOARD G a G z (11) IOdX 3" TO THICKNESS _- GYi�SUM E30ARD MATERIALS AND ACCESSORIES ct� HIOA-2 TRUSS/RAFTER 1245 # UPLIFT FIBERBOARD SHEATHING 1 1 1/2" GALVANIZED ROOFING NAIL 3" O.G. AT EDGE5 L co (11) IOdX 3" TO 5110 # PARALLEL TO PLATE 1/2", 25/32" bd COMMON NAIL 6" O.G. AT OTHER BEARING5 TABLE 2505.1 NEW YORK STATE BUILDING CODE 'S Lu PLATE 15/4" GALVANIZED ROOFING NAIL 3" O.G. AT EDGES w w z z TOP PLATE TO STUD HS 4-5d TO PLATE 745 # UPLIFT Sd COMMON NAIL 6" O.G. AT OTHER BEARING5 MATERIAL STANDARD g Y z J 4-6d TO STUD GYPSUM SHEATHING Ilga 1 1/2" GALVANIZED 1/16 HEAD 4" O.G. AT EDGE5 w , 5/8" II a 1 3/4" GALVANIZED 7116 HEAD 8" O.G. AT OTHER BEARIN65 � 0 z wp 9 ACCESSORIES FOR GYPSUM BOARD ASTM G 104-1 � > M w 4" O.G. AT E06E5 p FLOOR TO FLOOR 0516 22 8d 1705 # UPLIFT EVERY 4 5TUDS 8" O.G. AT OTHER BEARIN65 Lu GYPSUM SHEATHING A5TM G 711 of O Ln GYPSUM WALLBOARD 1 3/4" DRYWALL NAIL (2) T O.G. ON CEILINGS w N Lu STRAP TIES 0516 (IS) 10 D 1235 # UPLIFT pLu 1/2", 5/8" S" O.G. ON WALL5 GYPSUM WALLBOARD ASTM G 36 y. f" N 1 1/2" DRYWALL NAIL (2) 7" O.G. ON CEILINGS Z JOINT REINFORCING TAPE AND COMPOUND ASTM G 474; G 475 u) � O 8 O.G. ON WALL5 � � co � U SHEARWALL HDUS-SD52.5 7-5/8" A.B 61157 # UPLIFT AT EACH END OF NAILS FOR GYPSUM BOARD A5TM G 514;F 547; F 1667 Ln O LL CL () F- PARTICLEBOARD SIDING bd (4) Z LJ.J � HOEDOWN (2 0)Y4"X 2y2" SDS WALL STEEL SCREWS ASTM G 1154; G 1002 m (3), Lu 5/8" (5) Sd (4) Q F— U Q 5HEARWALL HDQS - 5D53 7-5/8" 0 A.B 11320 # UPLIFT AT EACH END OF 314" (6) Sd (4) STEEL STUDS, LOAD BEARING ASTM G 645Q L Z -j HOEDOWN (20)Y4"X 3" 505 WALL STEEL STUDS, LOAD BEARING ASTM G 11115 Q O Of HARDBOARD LAP SIDING 8d (8) CORROSION-RE515TANT 16" O.G. AT TOP Q LL] STUD TO SILL PLATE T5P DIRECT TO STUDS (5) WITH MIN. SHANK DIAMETER OF AND BOTTOM EDGE-5 WATER-RESISTANT GYPSUM BACKING BOARD A5TM G 630 U of p[[ p AND FOUNDATION USE 5TAINLE55 STL470 # UPLIFT 0.01-1q" 4 MIN. HEAD DIAMETER OF 0 CL Q 0 FIN. AS NEEDED (6) IOd V:2" 0.240" EXTERIOR SOFFIT BOARD ASTM G 1131 FIBER-REINFORCED 6YP5UM PANELS A5TM G 1278 rn SILL PLATE TO 1375 # UPLIFT HARDBOARD LAP SIDING IOd (6) CORRO51ON-RE515TANT 16" O.G. AT TOP W FOUNDATION THD 50600H 1005 # PARALLEL TO PLATE OVER SHEATHING WITH MIN. SHANK DIAMETER OF AND BOTTOM E06E5 GYPSUM BACKING BOARD A5TM G 442 U 500 # PERPENDICULAR TO PLATE O.Ogq" 4 MIN. HEAD DIAMETER OF GYPSUM CEILING BOARD ASTM G 13115 9 P05T AND COLUMN 0.240" PREDEGORATED GYPSUM BOARD PG 6Z 12-Ibd FOR BEAM 1470 # UPLIFT USE STAINLESS STL ASTM G 1160 U CAPS USE 5TAINLE55 STL b-16d FOR COLUMN q25 # PARALLEL TO BEAM FIN. AS NEEDED HARDBOARD PANEL 6d (6) GORRO51ON-RE515TANT 6" O.G. AT EDGE5 AND ADHESIVES FOR FASTENING GYPSUM WALLBOARD A5TM G 557 FIN. AS NEEDED 51DIN6 DIRECT TO STUDS WITH MIN. SHANK DIAMETER OF 12" O.G. AT INTERMEDIATE TE5TING GYPSUM AND GYPSUM PRODUCTS A5TM G 22; Cl 472;G 473 (n O.Og2" 4 MIN. HEAD DIAMETER OF 5UPPORT5 GBSQbb-5D52 (14)y4"X2" 5D5 6555 # UPLIFT EMBEDED W BASES AND COLUMN USE 5TAINLE55 5TL 0.225" GLA55 MAT GYPSUM SUBSTRATE ASTM G 1177 FIN. AS NEEDED GLA55 MAT GYP5UM BACKING PANEL A5TM G 1178 (D N N HARDBOARD PANEL Sd (6) CORRO51ON-RE515TANT 6 O.G. AT ED6E5 AND1­1 Ln 0 0135044-5D52 (14)y4"X2" 5D5 5335 # UPLIFT EMBEDED SIDING OVER 5HEATHING WITH MIN. SHANK DIAMETER OF 12" O.G. AT INTERMEDIATE w 00 0 0 M USE 5TAINLE55 STL 0.0112" 4 MIN. HEAD DIAMETER OF SUPPORTS " ^ a FIN. AS NEEDED 0.225" p rtii ren 0 U) w O N N z Zz a v: w z w U C6 u _j p � Uw uj w 0 = H o l m H I^ w �F- UIw- 0 z Z p Z = = N w 'z Q Q '' > w UI �Qa' LuZ W 'W' w pZ -� N . Q w V � Y �+ UJ w `dao �j C7 co ;8 0 0 3 Lu 0 o J U ' rnz (nUMMU rn CD 0 PROVIDE RAFTER TO KINGNA I L I NC-7 SG�IEDULE 13': WOOD FRAME 0 ATTACHMENT WHEN ALIGNED OR RAFTERS 4 KINCG5 TO CONSTRUCTION MANUAL. ROUGH OPENING REOUIREMENT5 PLA7E5 TYP. PROVIDE RAFTER TO FOR WINDOW OPENINGS CRIPPLE CONNECTION 'H' NOTATION OR EQUAL OR STRAP ROUGH A B G D E F DETAIL 4 LEFT TYP. OPNG 2'-0" 2 (1) 2x4 I I I I A 4'-0" 4 (1) 2x4 2 2 2 2 4'-0" M I N I MU SPL I GE O DO 6'-O" 6 (2) 2x4 OR (1) 2x6 3 3 3 3 ITOP PLATE TO LOWER PLATE" 12 - 16d NAILS (2 ROWS OF 6") _ B 8'-0" 8 (2) 2x4 OR (1) 2x6 3 3 3 3 BOTTOM PLATE TO TOP OF STUDS: 2 - 20d NAILS (® EA. STUD) < Q G 10'-0" 10 (2) 2x6 4 4 4 4 V-O" MIN. TO NEXT LAP l 12'-0" 12 (2) 2x6 5 5 1 5 5 i 11 A F NOTATIONS: A. NUMBER OF SD NAILS AT EACH END OF STRAPPING I� B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) G. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER D. NUMBER OF IGD NAILS END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER AT EACH SIDE E. NUMBER OF JACK STUDS AT EACH END HEADERS JACK5 KIN65 A5 (ASSUME DOUBLE HEADERS) SHOWN TYP. DET. 4 LEFT F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK 5TUD5 TO END OF SILL AT EACH SIDE (DOES NOT APPLY TO DOORS) STUDS ®16" O.G. U.O.N. ON PLAN NOTE: ALL 5TRAPPING TO BE V4"x20 GAUGE STEEL OR '51MP50N' EGUILENT-0520 (COILED STRAP). ALL STRAPPING SHALL INSTALLED PRIOR TO 5HEATHING. T'rF I SAL 1-�)OUE3LE TOP PLATE SPL 1 CE DETAIL Irl LINO STRAPP 1 Nr__=,,=7 AT EXTERIOR VYNDOVVD00R HEADERS N.T.S. 0 0 Lu U) U) ko cn0 N N NOTGH DEPTH 01 0j- i EIV)o- I/4d HOLE EDGE DISTANCE > 5/5" OUTER I/3 OF OUTER THIRD OF SPAN ONLY SPAN ONLY HOLE DIAMETER < Lu jz� 2/5d SINGLE STUD ' 0 HOLE DIAMETER STUD < 5/5d DOUBLE ,, P STUD M.4 4 PLATE I/4 JOIST HOLE EDGE DEPTH, MAX. D 1 STANCE > 5/8" z 2" MIN. _ 1/6 JOIST O ZI/3 JOIST -- DEPTH, MAX. o DEPTH, MAX. Q W TSF I OAL SOLD SAWN JOIST AND W F- z RAFTER NOTGHIN6 AND 50RING LIMITS . fy- T P I CAL STUD NOTC H I NO ANS E3OR I N6 L 11� TS . U- N.T.S. N.T.S. w w w z z Q g � , JW 2: 0 U Q Z w L<L W N Q - z W z O W Lo SINGLE POUR ' Z No = s BEAM STRAP RIM JOIST L m C7 2/8„ END INSTALLATION CD cr_ DISTANCE- 0 D Ln.0 W a. _ (� • to U) W Z o 0 0 •. Z Q Lu ILL] a 0 e - Q O • • BP U � Q 0 • O a e _ p OOp � O __� o e0 0 0 0 � •• o e F. O 0 0 • o Lo o 0 0 8 o LLI 'e B U PLATE LINE . da9 m ONE #4 REBAR IN SHEAR GONE f ' JOIST STRAP RAFTER TO STUD E3EAM STRAP STRUCTURAL RIPO w — CONNECTION ADJUSTA�L. _ r4 N Y� MIN. FROM � � � � O HANOES o o 00 m 0 CORNER � r Mvq a. kD o M M '� p N N U) STUD TO RIM JOIST TO SILL a LL. wz w STRAPPING as a o � J Uo Za. Q Z 1-4m W �I— U Ln z p z w = C7 fj U' U = ¢ = N Lu W Q U� .�.0 = Z W J '� U \ uj+-' W U m N U) � � w � � —� NQ W � Q � UC� co00LU r-i Q W cn � 0 � w � � 0 \ 0 w F- -j d It -j CJ mz V) UMmU