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,rt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 48305Date: 9/16/2022 Permission is hereby granted to: Mandaro S Rev Liv Trt ........................................ m......._ _..... ww....___......_._................._.m ---- ._w w w _�--------------- Rath- w�...... .....wwww .._ wwww.........._.w_._. 47 Beverly.....Rd.......www�.._.... .........._.�..�.....H��w wwwww_____.w.�..._ .............._-www-www__._...... ..............µw .�w th-.w ww.w . Hawthorne, NJ 07506 To: construct additions and alterations (unconditioned) to existing sesonal cottage as applied for per DEC, Trustees & ZBA approvals with flood permit. At premises located at: 2370 mBay Ave., East Marion STM # 473889 Sec/Block/Lot# 31.-16-7 Pursuant to application dated 8/2/2022 and approved by the Building Inspector. To expire on _,,,,,,,,3/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $310.40 CERTIFICATE OF OCCUPANCY $50.00 Flood Permit $100.00 Total: $460.40 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-95021�;�t�ZL�y,Nv s���,�1� ioldt��r�'nri -0 ,y Date Received APPLICATION FOR BUILDING PERMI W%M&Mft&&% x & V r W 41 F It t lois v „. m For Office Use Only PER NO. Building Inspector° wwww........ ......... ........ .H. _ l �i ' I ( l t t Applications and forms must be filled out in their entire Incomplete ° 4 PP entirety. P � � ' applications will not be accepted. Where the Applicant is not the owner,an M...HL „°N 2 Owner's Authorization form(Page 2)shall be completed. OV Na C::I SO,'j a 1,0W Date:11/29/21 OWNER(S)OF PROPERTY: Name:Steve Mandaro SCTM #1000-31-16-7 Project Address:2380 Bay Ave East Marion Phone#:201-343-2012 Email:stevemandaro@aol.com Mailing Address:2380 Bay Ave East Marion CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: -�,....�-. .. ..—. .w_.__._�..�.-......�_. .......-.�...... Name:AMP Architecture, Anthony Portillo Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to R40 this property? ❑Yes *No IF YES, PROVIDE A COPY. PR Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e):AM P Architecture IRAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF AIL � , � , ' ACk 'C0 :6ng duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the _m, q (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file Chetth. �` ARBA H.T Dtvri, Sworn before me this Nafar Public,State Of Ne No. OI TA 13E 6001 Qualified In Suffolk County day of ' ,20�i Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 11. /1 ?.*i Z/ lz 0 residing at 7 �do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10190 DATE: JULY 13,2022 ISSUED TO: STEPHEN&FORTU'N'E MANDARO PROPERTY ADDRESS: 2370 BAY AVENUE,EAST MARION SCTM#: 1000-31-16-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in a accordance with the Resolution of the Board of Trustees adopted at the meeting held on Juj�y_13212 , and in consideration of application fee in the sum of$150,LO paid by SSI n &Fortune-_MMda-r2 and subject to the Terms and Conditions as stated in the Resolution,the Southold'town Board of Trustees authorizes and permits the following: Wetland Permit for the existing one-story wood frame dwelling 22.8'x36.9' (840sq.ft.); existing entry vestibule 4.3'x8.4' (35sq.ft.); existing entry stoop and steps 3.0'x5.0' (15sq.ft.); the existing wood deck with proposed screened-in porch 12.2'x13.9' (170sq.ft.); and a proposed covered porch 9.0'x12.2' (110sq.ft.); with the condition of the use of stainless steel hardware to prevent storm damage; and as depicted on the site plan prepared Anthony Portillo,R.A.,dated July 7, 2022,and stamped approved on July 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the year and day first above written. r _........ _ jr. �. g I s� cr d F Lor TAX MAF Y fa0a-91-I6-Ol PE5CRIF ION(FOOTPRINT) _- AREA %LOT APPROVED -- ZONIN,�DISTRICT R-40 NON-GCFNFFIRMIN6 ' TOTAL LOT AREA 4,709.0 5r-- LOT ( .<��'-yy ((�##yp+.y� q q # LOT AREA 02 ACRES ( VRid OF F U 1 IS' TOTAL ASA LANEKARD -.--.9'211.0 5.F. _ -y� § STEES 0-2 5'Y L 25550,Atka,{475 GEHA AREA -TOW /�}� ' SIM, 3. EXISTIN525TGRY PYELLIN6 NV ( 190,0 5F. R.5% ' �#Y OF- �fiVi.#J i + LoPO-I STY PPELLINO -- ZI22711 FEB.1954 ATTACHED WOOD DECK I �q GoPO-DECK ALTERATIONS Z25:25(,,SEPT.1447 EKISTIM1C I STORY t L!Ni 915.0 SF, IOb% DA 13 _ Ek15TIN'S YiOOP DECD Ar At:4,g D/YYTL II CC ¥ } FN CoFO-ALTERATIONTO ----252465;.LILY 2007 TO I STORY D!'ELLINS,W T _ SEA , . , RF51PENCZ PROP05W ENOLOStRE ^ VARIANCE APPROVAL ----. PENViK5 EXI5T SHEDS 40.0 5F. L% �- _ FEMA FLOOD ZONE AE 6 TOTAL AREA OF ALL 5TRI/GTURES 2025.0 SF. 24.6% YEi7AND5 DISTRICT P€NDlNS '•MAXItA.PI LOQ COVERASEAL.LOMED-20% DEG DISTRICT FENDINGP%EQPO=YJRIC THAT LOT SITE LAYOUT'py}TF5 - I L THIS IS� AN ARGH'TE TI SITE PLAN 6 Irp - # - --- -- TTO VER IFICATIONSIA LICENSED- i 5l>R�cYOR,THE INFORMATION _ f= - -- j R5PRZZMMV ON THI°.517E PLAN 15 TO THE - I REQJIREt7 EXIST. GChMPLEES j ARCHITECTS BEST OF KNOM-EPeZ. -) I 2.SFRVEY INFOFNMAT10N WAS OETAINEP *1i FRONT YARD 55A' wv €6x NO FROM A SLKVEY DATED 5F}"(EMSER 25 2021 AND PREPARED BY:51PE YARD 10,0' 4A' NO S NATHAN TAFT 60"IN Ill159b MAIN RDAD EOTH SID€YARDS ! 25A' 51,5' 515' YES € .1A^��PORT N.Y,11441 -- - TaEPHONE:(651)"727 2040 '- REAR YARD SSA' 908' 506' NO �' LINE ALGNG S VLT "` X F SIL} i TG z;�.AF'PARENT HIGH ? _. CLEAR --'^L VWe OF R l }NATER MARK ON 3 i - T TIO'"` z- " SEPTEMBER 19,2021 �ffi _ - " �� -SGT I , �s E DC5TKALK + r� i It' _ , is ! {dY C.E t U C. C N i `"EXISTING PECK 512E TO` - t �' JUL -7 2022 `- y REMAIN;N0 PR0P05ET7 33 dj I WORK OUT51[JE z _ S EXtST,_BUILDING °- FGGTPRINTxx .-��.._�,�« ,—c.. ' I - 1 -- f .a lie PHOTO x6 a� [ PROPOSED SITE P!_AN s iQ i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04861 PERMIT Undeethe Envir6nniental Conservation Law..ff!�CL) Permittee and Facility Information Permit issued To.: Facility: STEPHEN MANDARO MANDARO PROPERTY 47 BEVERLY RD 2.370 BAY AVEC 1:060-31-16-07 HAWTHORNE,NJ 07506 LAST MARION,NY 11939 Facility Location: in:SIOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E-, 723.829 NYTM-N: 4555.821 Latitude: 419072217 Longitude: 72020'01.5" Project Location: 2380 Bay Avenue, East Marlon,NY 11939 Authorized ActiAty: Construct new enclosure on top of an existing deck. This newly constructed enclostire will not increase the lbt:coverage. All Woik shall be done in strict conformAn6e with the attached plans prepared by AMP Architecture; dated 11/16/21,and'stamped "NYSDEC Approved" on 04/12/2022. SAP-1-09-013 ......................................— Note: The New York State,Department of Environmental Conservation has determined that.thp.project proposed in the above referenced application as shown on the approved plan, is more than 100 feet from DEC regulated rieshwater wetlands.Therefore,no Freshwater Wetlands permit is required pursuant to the Freshwater Wetlands,Act(Article 24)and its' implementing regulations(61 YCRR Part 663)to carry out this particular project, Perinit Authoriiations Tidal Wetlands-tinder Article 25 Permit 1D 14738m-04861/00001 NeW Permft Effective Date: 4/12/2022 Expiration Date; 4/11/2027 Page 1 of 7- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04861 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 ......_wvwvw..................................................._...�.....,.....�. Authorized Signature: _ Date Distribution List Habitat Torey K. Kouril Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ., .�. .................._ ___ Permit Attachments _.w........................w.........._.__.....__........w...._....w. Site Plan 11/16/2021 Page 2 of 7 FFIC- OT 'QN? BATA TAX MA u _—_—_ (DOD-31-Ib-O� I r# I DESLRIPT!ON;FOOTPRINT) AREA "OT e GovERA6E ski ZONiN6 D15TRILY R-40 NOhi-GONFORFf1N6 TOTAL LOT AREA. 9,1MO 5 F. 1 LOT AREA 02 ACRES - EXi5TIN6 2 STORY PW-Lu."W 1H00 S.F Cafo-2 STY DYgLLING 25350;AU6.1475 A•TTAC EP N�7 3� € c i EXIST'N6 I STORY DydELL€N6 615.0 S,F_ 4, '. CoiO.-I STY DWELLING Z2211,FEB.Ig84 € € EXIST."'S ACCD=S--K ArTALF¢D � �E I C fo-DECK P.LtEw\T10145 225256:SEPT.Igg7 TO I STOR'VeUEL-*'6 W! 2250.0 5.F. 2:g56 N Y S D E C 5s PROPOSED EN-LOVIRE r.PFrtQlr�Cl AS PER TERMS 1 � -� a COPO-ALT'RATION TO r r!-.' ;IFJt;,Or i ! SEASONAL RS5IDEWE 252469;LLY 2007 EXIST SFiED5 4Q.Q:SF. 0." ,t',(J t � P Ar h VARIANCE AFrROVAL FE'1ome TOTAL AREA.OF ALL SiRi,rTWc ES 2G25.0 S.F. 2OAf5 pF(=i v T tv{J}1 t' FEMA FLOOD ZONE AE 6 MAX MUM LOT G0YERA6E ALLOWED-20 LOT CGVt'RA64 OVERAOC OC 16 EX':-I'k,MON-GONFORM!N6:THEN-IS NO !^e77.A1S'S D',STRIGT PEN IN5 PROPO-SEV KM<THAT K INCREASE LO'COVERAGE S u DEc DISTIzIcT PENDING ''L.eNi,RE�SE:'"84GK5„NGiN BU;LE any �Agr ( Y8< <s I -4,-5 i�AN ARCH= F`PLAN a r- REOi m—w EXi57: PROPO--=� GOMFWM QCT TO YCR3FICATICN BY A L'CIS*W 3 'G^,J--'�jW ON i415 SITE FLAN 15 TO IS FRONT YAW* 55.0' 16.1' t8:!' N[i ARCM TSL T5 S:STOF Kr10"Uepea. 2 SURVP(INFORMATION WAS OBTAINED , I SIM YARD IG.O' ?O` #.O' NO FRO14 A SURVEY OAT5P S'FrMEER 25, 4 JJ} 50TH SIDE YARDS 25.0' SL5' 51S' Y�5 20L!A4:s BARED 3". I {' NATrIAt�TAFT,CORWM I!! I I REAR YARD 55.01 5Qb' 50.61 NO 1569 MAIN ROAD �( 11-14-1 € i TIE ! ._Oh6 EV6E ORf L € AP 1 NE LT AHIS EFtttiATER i1 A—ER RK Otd ;ET�4Q5 AS \ S II FL. G:s 13}BY S?fE 6 9f'rR 'E ON I 1 Oc 202i 60 [ f'A 5T ONE — I i �� N#t7OD i`E?C35T.s EXIST.2 x jr >z tiA K yN 5TORY E-is^E�1Cda4. !+ i t� ILt! >r ' YZ'OGD EXtS s OD !l/f vtiEi-.L�l: i F°t i Q ff Q 2 I Z E#S_K rti[7 01ECK Ai !T n} r 2j I=Rc os t t z 0 m o pf } ,� j o O Nt- s I. PKITC S A Y A V E N U PR,OP05Et? 51TE PLAN € i 5ENERAL 5*TY,50L <Er: I1-0 CF N 0 MATCH FXISTIIN6 NEW SIDIK5 THRIOIII&H.our in HIM HINH FAST ELEVATION(LEFT 51PE) -,-- ------- ------------r------------ 15T. -,IJZ2'u�Cl � t III DN. NEN—c--VER—ler, E 3 110 S.F. NO NOFM aRtJFG4Ep 70 • ALTEP OR it Ex--=RJOR ,j;;m hil-11ON-5 OR 5TRI — ----------------- L ---E ----------------- 145 EF� NORTH ELEVATION(FRONT) 17=J . vv-v-- ----------- -ROF05EZI ENCLOSUPE UPON Emsmms V400=,DECK, EX157ri%r, TO BE ALTERED A5 NECESSARY,No PROPOSED I D3. LU WORK 0.175iPE OF CX15-nNo O 4r rs.-K FOOT-RIScr0 ui i z > PROPOSED FIRST FLOOR FLAN ------ cog= -17 it iLLLI iz C414 SOUTH ELEVATION(PEAR) BOARD MEMBERS a ,ww> Southold Town Hall 53095 Main Road • P.O. Box 1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora QIfice L(2,atiorl: Eric Dantes 1, Town Annex/First Floor, Z" � 54375 Main Road at Youngs Avenue latnt rfto � ( ) . Robert Lehnert,Jr. Nicholas 141aa fou MVED � u 7 2022. http://southoldtownny.gov ZONING BOARD OF APPEALS �2 '7 Al2 TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631) 765-9064 ko&Uthold"down Clerk r���IIiD ll. NGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 16, 2022 ZBA FILE: #7635 - AMENDED CONDITIONS - SPECIAL MEETNG OF JULY 21, 2022 NAME OF APPLICANT: Steve and Fortune Mandaro PROPERTY LOCATION: 2370 Bay Avenue, (Adj. to Gardners Bay) East Marion, NY SCTM: 1000-31-16-7 F,CIA I7LII RMIN 11Q, : The Zoning Board of Appeals has visited the property under consideration in this application and determi.ties tl°iat this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SCmmll OLK ( OUN l""t'', ADMI„N1SI ISA l IV[ CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 31, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 1,, 0 DLII I ; 'tkNTIO : This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated 'M4ay 26, 2022. Based upon the information rt is recommended that the p�rapose;tlactions INCONSISTENT this department, as well as the records available,p a. +yAssessment with I.,WRP policy standards and therefore is provided on the I, Consistency INCONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The proposed 20.9 [sic] 24.6% lot coverage increases an already non-conforming lot, does not enhance community character and sets precedent on smaller lots in the neighborhood and within the community. It is not consistent with this policy. Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. The structures are located within a FEMA AE flood zone. Structure in these areas should be minimized to prevent exposure to flooding and damage(repetitive)and loss overtime. This area was impacted by Tropical Storm Sandy. However, with the conditions imposed on this application, should relief be granted, the Board finds that this application will be more CONSISTENT with the LWRP. Page 2, June 16,2022—AMENDED JULY 21, 2022 #7635, Mandaro SCTM No. 1000-31-16-7 ? , t lgCl. M ,ES o _W 1C9N� The subject, non-conforming, 9,703 square feet, .223 acre waterfront parcel located inhe R40 zoning district measures 98 feet along Bay Avenue (Tuthill's Path), then runs west 58.88 feet along a 10 feet wide right of way known as Huckleberry Lane, then runs south 58.19 feet, 42.75 feet and 99.69 feet along a residentially developed waterfront lot to the west, then runs 40.35 feet along the tie line along the apparent high water- mark and returns north 76.74 feet and 30 feet along a residentially developed lot to the east, before returning to the public roadway. The parcel is developed with two `seasonal' cottages(the southern cottage is a one- story wood frame structure with entry stoop and attached waterside deck; the northern cottage is a two-story wood frame structure with wooden entry platform and an attached deck with a cantilevered second story deck over the first), a concrete driveway,wood walkways, and three accessory sheds, as shown on the survey prepared by Nathan Taft Corwin III and dated September 25, 2021. BASI,5,.,OF Af'P`LIC ,t ION: Request for variances from Article XXIII, Section 280-123; Article XXIII, Section 280-124; and the Building Inspector's December 20,2021 Notice of Disapproval based on an application for a permit to construct a covered porch and screened in porch addition to an existing seasonal cottage; 1) a non-conforming building containing a non-conforming use shall not be enlarged, reconstructed, or structurally altered or moved, unless the use Of such building is changed to a conl'onning use; 2) located less than the code required minimum primary front ya,rd setback of 35 feet; 3) located less than the code required minimum side yard setback of 10 feet; 4) located less than the code required minimum rear yard setback of 35 feet; 5) more than the code permitted maximum lot coverage of 20%; located at: 2370 Bay Avenue, (Adj. to Gardners Bay) East Marion,NY. SCTM No. 1000-31-16-7. RELIEF 1,1 0 I_Iw, The applicant requests five variances relative to additions and alterations, including the repl1.acement of a wooden deck measuring approximately 11.6 feet by 22.10 feet, with a covered porch including an enclosed, unconditioned area (11.6 feet by 12.8 feet) to an existing, non-conforming use corner property including: a reduced primary front yard setback of 16.1 feet where 35 feet is required; a reduced side yard setback of 4 feet where a minimum of 10 feet is required; a reduced rear yard setback of 30.8 feet where 35 feet is required; excessive lot coverage of 24.6% where a maximum lot coverage of 20% is allowed; the alteration and continued use of a non- conforming building. ADDITIONAL a_INFORMATION: Improvements on subject parcel are covered by the following Certificates of Occupancy: Z-5350 dated August 6, 1973 covering a private one family dwelling Z- 12271 dated February 17, 1984 covering an addition to ar season one family dwelling Z- 25256 dated September 10, 1997 covering addition/alteration to a raised and lower deck Z- 32465 dated July 13, 2007 covering bathroom alteration to a seasonal dwelling Prior Zoning Board of Appeals relief was granted under file 92920 dated January 25, 1982 allowing for the construction of decks on both seasonal cottages. The applicant stated(as illustrated on the Town of Southold Assessor's Property Card)that the two seasonal cottages on the one lot were built prior to zoning and that neither cottage contains central heat of any sort and that the cottages are used seasonally then winterized each year. Furthermore,, the applicant has a New York State Department of Environmental Conservation approval for the proposed alterations. There are no proposed changes to the existing lot coverage of 24.6% and setbacks for improvements on the subject parcel, although the applicant clarified that the proposed alterations include a complete roof over the existing rleck (southern cottage) with only a portion being enclosed (unconditioned). The applicant indicated during the public hearing that they would be willing to relocate the existing sheds on the subject property a minimum of 5 feet from any lot line. No work is proposed for the `northern' cottage. Page 3, June 16,2022—AMENDED JULY 21,2022 #7635, Mandaro SCTM No. 1000-31-16-7 The applicant submitted a site plan labeled SD-1 and architectural plans including elevations labeled SD-2 prepared by Anthony M. Portillo, Registered Architect dated March 30, 2022. An immediate neighbor, prior to the public hearing, submitted a letter of objection to the Board on May 30, 2022; no other member of the public spoke in favor of or against this application. FINDINGS OF FACT/ REASONSFOR BOARD ACTION; The Zoning Board of Appeals held a public hearing on this application on June 2, 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: I. ILown 1,mv 267-_b 3 b 1J. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Bay Avenue community, including the private neighborhoods of Rabbit. Lane, Huckleberry Lane and Youngs Park is a densely populated, bay and lad et'r("�nit area consisting of homes, the vast ma"jority of which were built prior to zoning. Most homes are on small, Substantially less than code conforming lots, with various, non-compliant setbacks. While the subject property contains two cottages on one parcel, which is uncommon for the area, the subject deck on the `southern' cottage was previously built under ZBA file #2920 and will be replaced in kind, with the addition of a roof. A portion of this roofed over deck will be enclosed to create an unconditioned porch. Seasonal porches are common to homes in the immediate area and throughout the Town of Southold. 2. Lro wn Uiw °267-I)L3 'b 2 . The benefit naught by the applicant cannot be achieved by some method feasible for the applicant:topursue, other than an area variance. The existing porch was built and is covered by Certificate of Occupancy #Z-12271. The applicant proposes as part of the in-kind replacement of the decking to add a roof covering and to enclose a portion of the renovated covered deck. Because the deck exists, the applicant doesn't propose any changes to the existing setback or lot coverage, which is already greater than the 20% maximum permitted by code. 3. Town 1,aw `267-b'3 'b 3 . The variances granted herein are mathematically substantial,representing 54%relief from the code relative to a reduced front yard setback; 12% relief from the code relative to a reduced rear yard setback; 60% relief from the code relative, to a reduced side yard setback, 4.6% relief frot'n the code relative to excessive lot covet-age; and 100% relief from the code relative to alterations to a non-conforming use. However, the alterations proposed to the `southern' cottage do not increase the level of non-conformity since all setbacks and lot coverage pre-exists. Furthermore, the applicant will maintain the `seasonal' status of the cottage with no proposed winterization of either cottage. 4. Town Law "267-) 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. "Ii"w;,,)Nvn Law 267-bQ . 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. ToNytt Law+. 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions, including the in-kind replacement of an existing deck measuring approximately 11.6 feet by 22.10 feet, with a covered porch including an enclosed, unconditioned area Page 4,June 16, 2022—AMENDED JULY 21, 2022 #7635, Mandaro SCTM No. 1000-31-16-7 (11.6 feet by 12.8 feet) to an existing seasonal residence ("southern" cottage) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOL(YRON OFTH) BOARD: In considering all of the above factors and applying the balancing test Linder New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on site plan labeled SD-1, and architectural plans including elevations labeled SD-2, prepared by Anthony M. Portillo, Registered Architect, dated March 30, 2022. SUBJECT TO THE FOLLOWING C0ND1T10NSAMENDED 1. Prior to issuance of the Town of Southold Building Permit, the applicant is to provide the Zoning Board of Appeals with copy of the New York State Department of Conservation permit for the proposed action. Or in the alternative, a letter of Non-Jurisdiction from the Agency. 2. Subject to Town of Southold Board of Trustees approval. 3. Pursuant to ZBA decision #2920, dated December 17, 1981, the applicant shall make application to this Board in the event that the existing seasonal buildings (cottages) are converted to year-round use with heat installed in either cottage, 4 w4hout4ie4)ec+ef-`it 5. The enclosed porch is to remain unheated and unconditioned space in perpetuity. 6. The enclosed porch is to contain no plumbing and only basic electricity is permitted. 7, 8. The three sheds on the subject property (two between the cottages and one facing Huckleberry Lane) are all to be relocated a minimum of 5 feet from any lot line prior to the issuance of a Certificate of Occupancy for this application. Based upon a letter dated July 15, 2022 from the applicant's, representative, the June 16, 2022 decision has been Amended. During the Special Meeting of July 21, 2022 the f3oard removed the above Conditions No. 4 and No. 7. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature far an alteration that does not increase the degree oj'nonconjbrmity. Arty deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delaVs andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviationfi-oni the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tender this application when involving nonconformities tender the zoning code. This action does not authorize or condone any current or future use, setback Page 5, June 16, 2022-AMENDED JULY 21, 2022 #7635, Mandaro SCTM No. 1000-31-16-7 or 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. IMPORTANT TIME LIMITS ON THIS APPROVAL 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 where 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITYTQ EN" IJRE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Plariamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) L eslie Kanes Weistnan, Chairperson Approved for filing /2022 AMENDED DECISION JULY 21, 2022 TO REMOVE CONDITIONS NO. 4 & 7. PR JE t ZCN�N6 DATA A -,�t� 3 E AZ APc E G [ cESGR -cn iFca PRINT AREA g-OT GG`lERA6E Z 41N�Di5`RiGT R-40 N N NFCR_N _-`o 3 tJ - AL LOT AREA 9 C3 S.F. AREA .. TO-A_AREA_ANV ARr,OF .' z G 4 .F. ' 3-.'1 3 C 2 A Rt' i GOFO 2 5N^N,_I LING _5 v,��.i?'a E A AR_A X5TINf 2 STORY 4 _tiG rJ ,. i 5 uhE__IN6 Z12271,FES.19H< —AGH -000 DE K �nOC S'F` �5"T' �3 4�7 i� t _XISTIN _ TORY CNE__NG H"5 C SF. 10 b% € art$'` G FG G- K AL RA_IONS _�5 6 SE _.IQHl _ § % TIN h_-O D-GK ATTACHED G A=TERA I�TO - E ETCRY=KELLIN6 t V A50 AL RE5 \- v� -'I'Ll CC` `O FROPOEEIC ENCLQE4,R_ VARIANCE APFROVAL PENDING _X 5- HErO O Bldg4E C a [CU f,..Z& -. .`� -. Fal eve•rah dcct�enf5 EMA CD ZONE AE 6 TOTAL AREA OF r.__..'RGTUREE 20_50,..=. f;:AX1N{US1 LOT COVERAGE 4L�0.'�ED--2G% `' LANDS DRCT FENDING I5T _ E - a f LOT GOVERA6E CR40E.5 EX'S IN6 NON-CCN ORM N6:THERE IS NO CEG QISTR';T PENDING -. PROPOSED IHORK THAT rv__iNCR A E 40-G0VERA6E _ SITE LAYOUT NO-M52 TH'5:5 AN ARCH:cGTS 5,T=FLAN$'5 :5 ETO VERIFCA-10\6Y,A LICENSED `R=_CxU'REJ SET3AGK5-MAIN iLD1N6 -51-i VEYOR, THE INFORMA_ION NTED ON 7iHIS SIT_FLAN 15 TG THE REGUIREG i E,5 PROPOSED ,rOMIDE5 ARC'_TECT'5 2ES-OF<NO✓LEDGE. i) FRONT YARD 35,0' 16.1' i6.I' NO FRO-RVE UPI/E ATA AS OBTAINED R✓ A SFORE SEOBTAINE"S. J 202I AN..-EP.AR SY � .TF IDE YARv- i9.`. 4.G' 40' NO \A HAN TAF CCR.IN I!! v E¢4NEhIe <O� REAR YARD ?O 3 GEHA i $-�A'YA-.c.�A4DIGR ,,n.AY B,AL E5.4.NDr'OR -t _-TIE LINE ALONG 5i1 i \C- S ' ' l-7=ENGING TO 5= AFFAREN7 HOH MI =�✓r AR_N L'T!L.Ic_.^CURi'.�G- ✓F FR SH✓NATER-� R vN- GChSTR:GTIGN AE LAND5 A5 }^CATER MARK CN _AG6-ED 5r SHAWN IN f 5_--EM5ER 1-!.202 h:_;- .SHEDS 5ARR NE ON GGT✓BER 2,2G21 rtf;7 75 .t b'igLa KA iK rD% RY i ¢ A'rr N` �`- N LS I - # Y EXL�_. r f- 4 __ ___...._�__�_ ^rR LU tND �fi,F a z. BULKSEAD IN FR r SEC l;` - Q u'1 >z ,;7' p m°, X15T VG- GK�'._ € _ f 140 , oLL 'N vH"i REMAIN No FIR, hOR( EO a w X STIN,>cv L iNG � OC.FRINT" E3 A ,A V N U E s ° PROPOSED SITE PLAN GENERAL SYM80L KEY: �PROPOSED NEW w _- ROGFING TO MATCH - < HA EXISTIN ` G - q ;'�`�ewsnHs To�nnu ,+ro:.wn:wn wu { — W ~ — w�<wo Mi /ff E I a�� 3 mi CA x EA5T ELEVATION (LEFT SIM `<6Q2I #dg De Pt copy from ZSA `—`— ——— — _e e_ —— `'— �....., Fiat revie4� t5 1 aZBA File# °. - DN. _ I PORCH EXISTING.STORY NO j« NO WGRK PROPGSED TO " - - _ ALTERINTERIORINTERIOR OR -C", EXTER.CR FRAMING, ' EmEl . WINDOWS— STR——— - Mlizi ' PROP n, �uc�osED ---- -- e_ _-- -- -- � s � � - { [ _ NORTH ELEVATION (FRONT) L PROPOSED ENCLOSURE JPON EXISTING WCOD DEGK; ; - -- ----- -- I EXI5T!NG DEGK STRUCTURE — _I—_ i TO REM .NO PROPSED X„L sT-i Y I WORK OUT IDE OF EXISTING OON, w w ro DEGK FOOTPRINTLu Z > PROP05W FIRST FLOOR PLAN - v T - ,I to 0 icv ri 4ED a I IN� fX S7 5 a �� SOUTH ELEVATION (REAR) i' ' W tId I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 20, 2021 TO: AMP Architecture (Mandaro) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated November 29, 2021: For permit to: Construct a covejpc rcla and screened-%nporch addition to an exigigg seasonal cojtsge at: Location of property: 23801 aAvenue,last Manion NY County Tax Map No. 1000- Section 31 Block 16 Lot 7. Is returned herewith and disapproved on the following grounds: _2,703 sq. ft.p cel in�theResidential R-40 District, is n -124 which states: Comer lots measuring less thag.29.000 sauare feet in total size wire a minimum Prim Front Yard setback of 35 feet with a minimum Side Yard setback of 10 feet. and a minimum Rear Yard setback of 35 feet. Section 280-124 further states lot coveLaj,,,,e to be a maxinwin of 20 %. The groposed construction as shown on the�.�iite-p-Lan—iiR-dicatesa—Primary-Ei�Lnt—Yard setback of 16fce ,1 L�aS jj�dsetback e�tbqckof 4..0feet and a Rear)LE!rd setback of 30.8 feet. The site plan also shows the lot Covera Additionally the pWosed construction is not allowed pqrsuant to Article X 11_Section 280-1.23 which states; "A non-qpnfortningbuj din, containin anon-conf)rtpi use shall not be enlargedreconstructed oLst ictur 11&altered or moved, excent as set fiorth _-Ki—A- below: unless the use of such buildi ged to a cont Qtpg_gse." .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. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 20, 2021 Amended: March 28, 2022 TO: AMP Architecture (Mandaro) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated November 29, 2021: For permit to Construct a covered,porch and screened-in porch addition to an exigjU seasonal cottaRe at: Location of property: 2380 B venue East Marion NY County Tax Map No. 1000—Section 31 Block 16 Lot 7 Is returned herewith and disapproved on the following grounds: The pro osed construction. on this non-conforming 9 703 so. ft. parcel in the Residential R-40 District s not Penni[ted pqLsuant to Article XXL1I Section 280-124 which states: Corner lots measurina less than 20.000 s ware feet in total size require a minimum Primary Front Yard setback of 35 feet, with a minimumSideYard setback of 10 feet and a minimum Rear Yard setback of 35 feet. Section 280-124 further states lot coygg owtq be a maximum of 20 %. The proposed construction as shown on the site plan indicates a Primary Front Yard setback of 16.1 feet a Side Yard setback of 4.0 feet, and a Rear Yard setback of 30.8 feet. The site Wan also shows the lot covera e to be 24.6 %. Additionally. the pKoposed construction is not allowed Dursuant to Article XXIII Section 280-123 which states: "A non-confor ina building containirr � a non-conl'ta�rr�irr use shall not be enlar ed, reconstructed or structural) altered or moved. except as set forth www ...._ww.... below: unless the use of such buildin is changed to a conforming use." Amended t include updated lot coverage information based on buildable area, received March 23,2022. 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. TAX MAP a 1000-31-I6-07 DESCRIPTION(POOTPRINT) AREA G 6 LOT ':�`g I t € i ZONING DISTRICT R-40 NON-CONFORMING1 I ] I = DOLS 195 LOT AREA 0.2 ACRES , TOTAL LOT AREA € 9,'705.0 5.F. _� -- TOTAL AREA LANDWARD OF '._---. - _ GEHA AREA �' {� $t a GafO-2 STY DVVLLIN6 25350;AUG.1973 - 1-1 3 EXISTING 2 STORY DWELLING kV j Go{O-€STY DWELLING - Z22-71i Fes.1484 _ATTACHED WOOp DECK 780.0 S.F. ` CofO-DECK ALTERATIONS i Z2525b;SEPT.1997 EXISTING STORY DWELLING 6'i5.0 S.F. € 10.6% _ Z Ail $s EXSTING WOOD DECK ATTACrD GofO-ALTERATION To >� s✓35S 232465;,N/LY 2007 TO STORY DhELLiN6 Wt 280.0 S.F 3.4% SEASONAL '• ` SEASONRESIDENCE 1 *> ENGL05LRE i [ N<1 VARIANCE APPROVAL PENDING = EXIST SHEDS 90.0 S.F. = 1.116 195� �I FEMA FLOOD ZONE _ AE 6 _ TOTAL AREA OF ALL STRt7.^.TURE5 2025.0 5.F 24.6% c1 1 WETLANDS DISTRICTPENDING i --MAXIMUM LOT COVERAGE ALLOWED-20% S ' LOT COVERAGE OVERAGE 15 IX15TI146 NONLONFORMIRN6;THERE Is NO DEC P S-IRIGT PENDINs PROPOSED WORK THAT WILL INCREASE LOT COVEAGE SITE LAYOUT NOTES s _MERIN t,�IR 1..�t i"I iNrS - - ARCHITECTS CHI ECTSiaN7eYPL a AGEi�s� REPRESENTED GT TO j _ � `.>U2YEYOR. THE INFORMATION € ON THIS SITE PLAN 15 TO THE [ REM, EXIST PROPOSED COWLIES � � � ARCHITECTS BEST OF KNOWLEDSE, (2.SURVEY INFORMATION WAS 05TAINED FRONT YARD 55 0 j 16T 16.1' NO FROM2021 AND PREARE DATED SY SEPTEMBER 25, '! I SIDE YARD - 10.0' 40' I 4.0' NO 3 NATHAN TAFT C»RWWIN III t ` 80TH 51DE YARDS 25.0' 51.5' 1 513' TIES I 1566 MAIN ROAD JAMESPORT N.Y,11947 TELEPHONE:(651)727 2090 REAR YARD 55.0' 50.8' 1 50.8' NO GEHA ..HAY BALES AND/OR j-HAY BALES AND/OR TIE LINE ALONG 'SILT FENCING REPRESENT J SILT FENGINS TO BE _APPARENT HIGH LIMITS OF CLEARING, t UTILIZED DURING EDGE OF FRESHWATER GRADING AND GROUND WETLANDS AS WtATER MARK ON - CONSTRUCTION FLAGGED BY SHAWN Z SEPTEMBER I t,2021 I DISTURBANCE" SHEDS BARRONE ON OCTOBER 2,2021 PHOTO g5 _ to N IN0,0 y- PHOTO*4 30 STONE v]6 w { � '. �I, -�{ WALK '�= --WQQD `EX15T.3 EXIST.2 { f p ;ONE `s Zr 4-- KALK` WOOD STORY - Q WALL t [ PHOTO 03 DECK DWELL'NO - '` 1 , 1.2 EXIST. ----- ---- FLAG -_ ------------ - EXIST.I 0R, G W MI f-J STORY !` 5 ' O i BULKHEAD EXIST.WOOD DECK 2i DWELLINS PHOTO ai Q W i>: f WJ PROPOSED /// �` GEHA'=- ENCLOSURE ! v j i - PHO d,Q' - TO M2� f 1 V I •'�EXISTINO DECK SIZE TO ' t i 1 d o p m(- REMAIN;NO PROPOSED '- N T.8° _X11 LUX I WORK OUTSIDE NOF 6 EX FOOTPRINT.. L—i_-_- ��_�..��_�� 'LUT $� I # a PHOTO"6ys EX15T.GU�2B =} o BAY Ail E NUS x PROPOSED 51TE PLAN I' 1 P m w .. I - c� \ � t tl i •.� Y•1' i i/ .'�`• Nu.''+wr. �j"C'"i_.. k...it/ ��'��4�', e•�CYC• " Po „t ,.�z.,ta��,C F� � ��•-�-"`'�"'ate',�f rA�r., " a-P ..,....Ar,..W-.syr.,,.,..,...�..,;.;..E=�+,`..............r..:,.; ...by,;-:.-;:�. ,t"a4r"�'�',v'"fd#�a,dx'b��+��;d..w,„�:'e,a s v;ti�:dw•,Js�`,mrcaSx;.Yrv�^� "p *� - r a { I � r �. A tb MANDAk-O,. vxANA #29Tb_1 2370 Bay Ave.,. East Marion- 12/17/81 CA-construct additions, deck add. southeasterly end- of most -northerly "structure--21' by 20' and proposed add. at -the southeasterly end- of the most southerly structure approx. 10' by 22' and deck add. 21' by 22' which would leave a - -minimal -setback from the 5ideyard lirrie„o£ 4' . Southold Town Board of Appeals MAIN ROAD- STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 Alt TELEPHONE(516)765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2920 Application Dated November 2, 1981 TO: [Appellant(s)] Irving L. Price, Jr. , Esq. 828 Front Street Greenport, NY 11944 At a Meeting of the Zoning Board of Appeals held on December 17, 1981, the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [X] Request for Variance to the Zoning Ordinance Article III , Section 100-30A(1) , 100-31, 100-118E [ ] Request for By this appeal, applicants seek permission to construct addi- tions, deck addition at the southeasterly end of the most northerly structure 21' by 201 , and proposed addition at the southeasterly end of the most southerly structure approximately 10' by 22' and deck addition 21' by 22' , which would leave a minimal setback from the sideyard line (adjoining premises now or formerly of End O'Lane Cottage, Inc.) of four feet. The premises contains two one-family seasonal dwelling structures which are at present raised on concrete blocks and without basement or cellar area. The subject premises contains a lot area of approximately 10,200 square feet, with 98' frontage along Bay Avenue. It is the feeling of the board that the areas chosen for improvements and additions appear to be the most feasible in light of the shallowness, unusual character and shape of the parcel in question, and location of the structures in the immediate area. In considering this appeal, the board determines that the proposed projects herein will cause no detrimental effect to ad- joining properties; that the difficulty cannot be obviated by a method feasible to appellants, other than a variance; that no adverse effects will be produced on available governmental faci- lities of any increased population; that the relief requested will be in harmony with and promote the general purposes of zoning; and that the interests of justice will be served by granting permission for the improvements proposed by this application. On motion by Mr. Douglass, seconded by Mr. Grigonis, it was RESOLVED, that the application of .Frank and Nicholas Mandaro, Appeal No. 2920, be GRANTEDSUBJECT TO THE FOLLOWING CONDITIONS: 1. In the event applicants (or subsequent owners) propose to convert the existing buildings to yearround use, prior written approval of this board must be received. 2. No further structural changes or improvements without (CONTINUED ON PAGE TWO) L— Gerard P. Goehringe DATED: January 1982. CHAIRMAN, SOUTHOLD , OWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 Appeal No. 2920 - Frank and Nicholas Mandaro Decision Rendered December 17, 1981 approval of this board. Location of Property: 2370 Bay Avenue (Tuthill"s Path) , East Marion, NY; County Tax Map Parcel No. 1000-31-16-7. Vote of the Board: Ayes: Messrs. Grigonis, Doyen, Douglass Goehringer and Sawicki. RECEIVED AND FILED BY THE SOUTHOLD TOWN CLERK DATEwor / /�r� IOUR!/,3o.4•AI �� ..» ° Own G`lefr. of ut1d LOT T.AX MA('u I 1000-51-16-07 #LGTt'kR- 4 ' a 43" I DESGRIPION(FOG�R,NT) AREA COVERAGE f p3 53 ZONING DLTRIGT R-4G NON-GONFORMMG TOTAL LGT AREA 9,_103.0 S.F.. LOT AREA 0.2 ACRESE t fE t 3 � TOTAL AREA LANDWARD OF *` GvW fO-2 STY DELLING # Z5350;A"6.19 i3 CEHA AREA - ' EX15TIN6 2STORY DWELLING Nil ±800 SF- 4S% t1 CofO 15Y DhELLNG [ Z11=;FEB.IgS4 ATTACHE iti00D DECK } EXi5TIN6 I STORY DWELLING H75.0 S.F, 1G.b% GofG-DECK A_TERATGNS 2252561 SEP' 99T EXISTING WOOD DECK ATTACHED OF M'_ CofO-ALTER-AT ON-02TO 1 STORY D'NELLNO KI 280.0 S.F< 34% c i Z32465:JULY 00_1 SEASONAL RES DENGE PROPOSED ENCLOSURE VARIANCE APPROVAL FILE—35;—Ib,2022 EXIST SHED5 90.0 S.F. I.'.% a3'a F=MA FLOOD ZONE AE b TOTAL UC AREA OF ALL STRTURES 2025.0 55. SIo WETLANDS DISTRICT APPROVED •'MAXIMJM LOT 6OVERA6E ALLOWED-20% S S LOT COVERAGE OVERAOE IS EXISTING NON-CONFORMING;THERE 15 NG -- DEG DISTRICT #I 4?56-04861/OOOOI PROPOSED WORK THAT WILL INGREASE LOT COVERAGE S"'A O`4`OTeS- I a `z _ THIS 15 AN ARCHITECTS SITE FLAN 6 IS 5L2EGT TO VERIFICATION BY A iIGENSO� j SI Y ^R THE NFORMATION 3 i R:-PG.c_=NTED Ut THIS SITE-PL AN IS TO THE j REQUIRED IS IRED EXT- PROPOSED GOMPL IES _ ARCHITFGT'S BEST OF KNOWLEDGE. Ri 1 _2,SURVEY INFORMAT_ON WS AOBTAINED I _1 FRCNT Y.ARC 35.0' Ib' 16.1' NO FROM A 54RVE"DArTE G SEPMBER<'S, t 11 ; 2021 AND PREPARED BY: SIDE YARD 40 4G' NO ( NA HAN TAFT CORWIN If 86 MAIN ROAD ` BOTH SIDE YARDS 25.0' SI 3' 513 # YES A'-'ESPCRT N.. i194T TELEPHONE:ib I!_121 2090 REAR YARD 35.0' _ 30 8' 3G 8' NO -- -- s GEHR- -HAY BALES AND/OR LA`(13ALF AND/OR \\ SILT FENCING I ZPRE_SENT- 51L.FE\ ,NG TO BE _ T E LIN.'-_ALONG EDGE^vP FR;TSHWATE4 LIMITS OF GL APING U`IL Z D DURING "O APF ARENT'r1GH WETLANDS AS GRADING AND GROUND CONSTRUCTION WA ER^!ARK ON p;STURBANGE"* FLAGGED BY SHAWN z c EFIEMBER 19 202: EXIST.SHEDS BARRONE ON }�----� --'_{i OCTOBER 2,2021 g STONE �f \' f7 f� � f�'•�'-,-,_y.,,�Ni4�.,�f. _ -� \•�,J jj/}\��jjj -- 3 ti �i. rn't7i i STONE �f r�ooG € EXs-.t m R -h-�- WALK �- ViALK i STORY r�� - 'ONE nAL }>`_ { — PHOTO�3 GE�K\ DWELLING i E�ST t .. m1 \ FLAG =Ql_ -ff- EX_5- t.tt 50 ' i O p Iz til S'GRY �l ] K w w>:I EXI5T,WOOD DECK �/'I/ GvVELL NS t� PHGTGI"I i 1 Q W -Q z r�BULKHEAD 1 ry!FROF05ED 1.r `- �r Z> _Q z! GEHAENCLOSURE �5 jJt � � 5A P"CTG u2/ t Q' Q i_ ILL O " EXISTING DECK 512E N ! ¢ R vIAIN;NO PROPOSED -NTP" 0T.3 o d. WORK OU DE OF 57 OOF Al I a EXI5TING B„I-D'NG L (S',TREADS i=_.�i__ __.---- 'L4 FOOTPRINT"' ;a EXIST CURB ;' PROP05EP SITE PLAN {�} ____ SCALE: 20-0" a ^IQ 3 t e 1 DA� GENERAL 5''MB01T KEY: ( —PROPOSED NEW t I - ROOFINGTG MATCH Fx:snne rc +.� -. Fcacnr�oN wv: ; / EXISTING t.{ I j PROPOSED NEW # a3 /SIDING THRCUGHOLIT -�- -..- I j mmm BEER=MOMS= PROPOSED ENCLOSED PORCH NOTES: -NO IN5J ATION N WALLS OR FLOOR PROPOSED x -INTERIOR WALL FINISH TO ESE TONOVE S GROOVE W KNOTTY PINE EAST ELEVATION (LEFT 51DE) CEILING FINISH TO BENYPLA K -FLOOR FINISH TO BE VINYL PLANKS I9 ______________ ____ _ __ -...__.._ EXIST. DN. 4 PROP _ j = PCRGH X15T NG 15TORY I _ 110 SF - C NO XT�RWF N 1 _ PROPOSED T ALTER:NTER_OR OR it - OR FRAMkN6, - - - --- ---------- I 'Op. ct ENGLOBED _ _________ ______ _.___ ______ 145 5F, EXIST NG WNDCW TG BE — = REMOVED NORTH ELEVATION (FRONT) - ------ ---- -- ---- - PROPOSED ENCLOSURE UPON EXISTING WOOD DEG<; , EXISTING DECK 5TRUGTURE a TC REMAIN;NO PROPOSED WORK OUTSIDE OF EXI57I1,16, DECK FOOTPRINT I Q iZ�f T Z PROP05EP FIRST FLOOR PLAN o m- s.uF. �u_•� _ — — . Q. 10 t � EL r LL O ry x a j 1a IS I lN SOUTH ELEVATION (REAR) 1 ss ss Y Q 3 R J C6 a :�' cm O O c6 Lo FR0�E�T DATA : FROJEGT SGOFE : FAOE <EY : 0 o 0 4- 0 z ,®® PROJECT LOCATION &SCOPE a 0 4-j cm a � o ca PROJECT / ZONING DATA LOT COVERAGE NEN ROOF GO\IER � ENCLOSURE O\/ER EXISTINO NOOK D�GK SITE PLAN & ZONING DATA TAX MAP # 1000-31-16-07 % LOT DESCRIPTION (FOOTPRINT) AREA COVERAGE ZONING DISTRICT R-40 NON-CONFORMING -• - (D TOTAL LOT AREA a,7o3 S.F. GENERAL NOTES LOT AREA 0.2 ACRES TOTAL AREA LANDWARD OF y . � ENERGY TABLE GEHA AREA 8,21'1 S.F. � �� n x ,�;•, ,. �' ����" • CofO - 2 STY DWELLING 25353; AUG. 1973 f ' * STRUCTURAL DESIGN CHARTS EXISTING 2 STORY DWELLING W/ M , ;. ...�J '180 S.F. x.530 '� _. �: �� . M �� >� ATTACHED WOOD DECK -� �-�`1d� .' �'=^' ,�'' GofO - I STY DWELLING z12271; FEB. 1aa4 --- _ -----_ HOLDOWN ANCHOR BOLT 70 U •— �. > > -- EXISTING I STORY DWELLING 875 S.F. 10.630 ,� .�, GofO - DECK ALTERATIONS 225256; SEPT. laa7 EXISTING WOOD DECK ATTACHED STRAPPING, & NAILING DETAILS GofO - ALTERATION TO TO I STORY DWELLING W/ 250 S.F. 3.430 ' : : - ,, .�r° ;. FASTENING SCHEDULE �J 232465; JULY 2007 SEASONAL RESIDENCE � PROPOSED ENCLOSURE VARIANCE APPROVAL FILE #1635; JUNE 16, 2022 EXIST SHEDS a0 S.F. 1.1% '', FRAMING GRAPHICS -}- v � T: BEAM CONNECTION PATTERNS FEMA FLOOD ZONE AE 6 TOTAL AREA OF ALL STRUCTURES 2025 S.F. 24.63b • , � ,� ,, "" ; ,A «`".x �6% FIREBLOCKING DETAILS **MAXIMUM LOT COVERAGE ALLOWED - 20% � . a , WETLANDS DISTRICT JULY 13, 2022 - � /", ° k , LOT COVERASE OVERAGE IS EXISTING NON-GONFORMING; THERE 15 NO DEC DISTRICT #1-4738-04861/00001 PROPOSED WORK THAT WILL INCREASE LOT COVERAGE � ai� j � � I O I .00 PROPOSED FOUNDATION PLAN Q I ' "'� I r */���•� PROPOSED FLOOR PLAN PROPOSED ROOF PLAN ( x A-2® 1 ,00 PROPOSED EXTERIOR ELEVATIONS REQUIRED SETBACKS - MAIN BUILDING � � �. _ I �°°. r �, " PROPOSED BUILDING SECTION R:EGUIRED EXIST. PROP05ED - DESIGN DETAILS _ FRONT YARD 35.0' 15.5' 15.5' NO � � ,.. 5UBJEGT , SIDE YARD 10.0' 4.0' 4.0' NO BOTH SIDE YARDS 25.0' --51.3' 51.3' YES LOCATION 1"I�i� � �- REAR YARD 35.0' 30.8' NO SCALE: NT5 V � \ **HAY BALES AND/OR SILT HAY BALES AND/OR SILT i FENCING REPRESENT LIMITS OF FENCING TO BE UTILIZED CLEARING, GRADING AND DURING CONSTRUCTION GEHA LINE GROUND DISTURBANCE ** z _ EXIST.SHEDS TO BE W RELOCATED TO MIN. 5' FROM PROPERTY LINE VION TO BE v ION ` RELOCATED TO MIN. 5' TIE LINE ALONG y I FROM PROPERTY LINE APPARENT HIGH WATER MARK EXIST. \ ON SEPTEMBER i s SHED j la, 2021 J` � � I Q i EX157 . STONE WALL EXIST. � SHED � PROJECT: z EXIST. STONE rn rn WALK ® GRADE i M A N DA R 0 CODI rn'rn I FXIs - EXIST. WOOD WALK -� TONE -- � ® GRADE \-EX15T.---, \_ EXIST. 2 PROP. COVERED DECK ' r i 1 TALL 1 �O NtIN• 1 EXIST. AG WOOD \ DSTORY I i l MSN `CESSPOOL r DECK & ENCLOSED PORCH COVER L—J / EXIST. 12.3' I FLAG z ---_--_ 2380 BAY AVENUE POLE � -------- i EAST MARION, N.Y. 11939 7� — — DRAWING TITLE: I � PROP. 6' ry� EXIST. I WOOD BULKHEAD i DRY PIA. /� STORY DRAINAGE GALGULATION5 DWELLING PROJECT LOCATION &SCOPE EXISTING X CURB EGA /� DRAINAGE SYSTEM CALCULATIONS: SITE PLAN & ZONING DATA STONETO BE RO OS�Eb NEW IMPERVIOUS ROOF SURFACE= 302 Sq,. Ft. REMOVED I �L/�� � � � 302 Sc�. Ft. X 0 .I'7= 51.3 / 51.3/22.3 = 2.3 VERTICAL FT. OF 6' DIA POOL REQUIRED 40 PROVIDE (1) b' DIA. X 3' DEEP STORM DRAIN POOL iJ DRYWELL/DRAINASE STRUCTURE NOTE: PAGE: A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN WATER 1L /SERVICE EWER AND HE EDGE OF AILL/5TORIMWATER DRAINAGE I 473' fY Q LEACHING STRUCTURES G-00loOO SITE LAYOUT NO'rE5: �u UJ I. THIS IS AN ARSHITECT'5 SITE PLAN $ IS Q SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION _ IlJ 1,Y DATE: 08/23/22 J. OF 6 REPRESENTED ON THIS SITE PLAN 15 TO THE — — — — ARCHITECT'S BEST OF KNOWLEDGE. Q 2. SURVEY INFORMATION WAS OBTAINED EXIST. CURB U FROM A SURVEY DATED SEPTEMBER 25, 2021 AND PREPARED BY: NATHAN TAFT CORWIN III x ` 15,56 MAIN ROAD �'C e4 tis '�� Iv ''';.a JAMESPORT N.Y. 11947 �J TELEPHONE: (631) 727 2090 � :;- BAY A �/ ENUE b. A_ 5 1 TE PLAN SCALE: 1" = 10'-0" ,r. - SEP -1 5 2022 ; , �`w�.,..,.,�ra��. NOTES $ SFE01 F I OAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE X I AT I O' • IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KIMP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS THE PROV151ON5 OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - - ToeEiHER AT ALL TIMES. IT 15 ALSO THE CONTRA;roll's RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK EiEINb PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ----- - --- ---------=- SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO HORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE [ �BA5E FLOOD ELEVATION INT. INTERIOR d. 8" MIN. FOUNDATION EXPOSURE. AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LB5) GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. 5PEG.'s� MANUFACTURER'S 5PECIFIGATION5 J APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS cu APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN.OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED Lo ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL C STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. -_ �� 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS --- _ � O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING IS IN PLACE. G.J. CEILING J015T NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 a-+ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, 0 Z U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE N OI OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED - �� �' �(6 � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER X � N WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 4J ul SHALL BE CLARIFIED WITH THE ARGHITEOVENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY a--+ C9 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY V15TINGUI5HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. ________ O m 6. NO DEVIATIONS OR GHAN6E5 TO THE. STRUCTURAL SYSTEM SHALL BE MADE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION cc P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ___ _.- - .. UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. - POURED CONCRETE Q or- 'l. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. GENERALLY,5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. _ _ DECK .JOISTS _ PL. 1�PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. G EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WORD I-JOISTS: ASSEMBLIES USINPREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. n 9. DO NOT 50AI-E DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 W 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15T5, THIS (1) WALL TIE PER (3) SQ. FT. lf �� 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. II EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE 1^EEfl HOLES, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA --- 4--J70 AND SHALL NOT BE ALTERED OR B R'-PRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �XT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED ED6E 5EAM5 OF EXTERIOR 5HEATHIN6. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER • 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOOUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES W RESPONSIBLE FOR ME51ON INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLESS APPROVED BY ARCHITEGT/ENCINEER. NO FAR FLOOR AREA RATIO TL. STEEL moi/ SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE F AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51NC PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY FF FINISHED FLOOR TBDTO BE DETERMINED • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/E NOINEER. I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS COVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN GLA55 AND LEAVE WORK SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BE7NEE:NI SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. l TEMPERED GLA55 BROOM GLEAN. NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. I THICK 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR CYP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK • FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH,OR ASTM 079 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. FRGE A FLOOD RESISTANT CONSTRUCTION ELEVATION Tr Ib. THE CONTRACTOR SHOULD FULLY &UARANTEE HI5 WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. Iv J THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19 AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL r11 COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP S 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q 61NEER AND THEIR ACENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A&AINS ALL ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD AGAINST ALL CLAIMS, DAMAGES,LOS°>E5 AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: GLA55 WINDOWS AND DOORS TG. OOTI G VERT. RTIC AL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL LU REPEATED BRUSHING, DIPPING, HI SOAKING UNTIL THE WOOD I. ALL 0LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR DEATH OR (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN 5TRUGTURAL APPLICATIONS 5HALL - IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 2. 6LASN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. ITSELF INCLUDING THE L055 OR USE RE'.5ULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEOLIGETIT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING 6LAS5 DOORS,5KYLI6HT5, AND ANY 6LAS5 UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WITHIN IS' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE GORE HNGR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN IAE MIGROLAMHOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL ION5 SHALL MEET MANUFACTURERS SPECIFICATIONS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INCLUDING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING,PLACING 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT E:NIEROY CONSERVATION CONSTRUCTION CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, HE CONTRACTOR O STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LAS5 DOORS, WINDOWS, OR AND APPLICABLE SPECIFICATIONS WILL NOT BE P PRACTICE. . D WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION IO THE ARNOT BE E RMI I I R. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO B WEATHERED STRIPPED AND PROVIDE ALL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGSREQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LAS5 15 To BE FREIE OF SCRATCHES AND IMPERFECTIONS. GLA55 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR c{, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL051C FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS, UNLESS NOTED OTHERt^115E. 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. GHS ARAGTERISTIGARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD i {�ROUOH OPENING,U-FACTOR,LIGHT AREA,VENT AREA, AND EORE55 THE STUD LENGTH SHALL NOT EXCEED 2UAL 5% OF THE ACTDEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. UNNOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE COPYRIGHT PROTECTION ACT OF 199 .0 (AWGPA), WHICH HAS SEVERE PENALTIES. TEMPERED GLASS. 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINIDBORNIE DEBRIS. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CODES AND REFERENCE STANDARD: NOTES,AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2,2,1, BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND to 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MISSILE TEST OF ASTM Ei996 AND ASTM E O NI MODIFIED TI 2020 L M ET z SPECIFIES THE REOIV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET Z STATE BUILDING CODE, 2020 NEW YOfZK STATE RESIDENTIAL CODE, 2020 E FLOOR PLANS SHALL SUPERSEDE THE FASTENING ON THE H NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK .SPECIFICATIONS IN CONJUNCTION WITH THE PERFORATED 2.2.2. REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR SPHERULE) OS OWNOP STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.2. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ AN51/DASMA 115. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND 50REWS (INCH SERIES). U 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES WOOD FRAMING,AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/T'PI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND (AFWA) AMERICAN WOOD COUNCIL (ANC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING, THE OPENING. PANELS SHALL BE TREATED WOOD 3 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE NALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE PLUMBING CODE. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.12. ATTACHMENT HARDWARE SHALL BE PERMANENT H EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. I MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSE5 OF SOLID BRICK MASONRY CENTERED ® POSTING,VON). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL TABLE R30I"-1 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE COVERNINO BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ELECTRICAL: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE EVALUATION REPORTS. M A N D /� R O GODS,NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND SNOW LOAD 25 LBS ,r 1/r.� /ry CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONGTO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE V4/b" RISE a w/(2) 5/4"-P22.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ENERGY CONSERVATION CONSTRUCTION CODE. ALLOWABLE SET b' DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. DEFLECTION PROP. COVERED DECK GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL COMPLETION OF WORK. CONSTRUCTION;55TD 10-99 AND 2018 55-0 HIGH WIND EDITION WOOD FRAME MECHANICAL GONNEGTIONS: SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 EXPOSURE CATEGORY B & ENCLOSED PORCH CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. - GENERALLY, VERIFY OR PROVIDE HARD WIRED SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SMOKE DETECTORS w/BATTERY BACK-UP IN: 22.7. 5GREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 INTERIOR WALLS a PARTITIONS H/I80 WEATHERING SEVERE 2380 BAY AVENUE 2. APPROVED CONNECTORS, ANGHOR5 AND OTHER FASTENING DEVICES NOT 2. THE SUE35TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSCREWS (INCH SERIES). A. EACH 5LE:EPING ROOM INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL BY 'SIMPSON MANUFACTURER. FLOORS 8 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" EAST MARION, N.Y. 11939 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. OUTSIDE OF EACH SEPARATE SLEEPING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AREA IN THE IMMEDIATE VICINITY OF INDICATED IN ION" PRODUCT LITERATURE. THERE MAY BE SEVERAL ASPHALT ROOFING SHINGLES ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 'SMPSI. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING THE BEDROOMS (GENERALLY THE HALLWAY) TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY „ SHINGLES OR APPROVED EQUAL. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON G. EVERY LEVEL OF DWELLING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE (BASMENT,FIRST FLOOR, d SECOND FLOOR, ETC) - GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL NOTED. ALSO,CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE EXTERIOR WALLS - WIND LOADS W/BRITTLE FIN15HE5 L/240 5HEATHIN6 AND 51DINC,FRAMING ,ANCHORS OR CONNECTORS SHALL BE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. LINE. d 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING CONSTRUCTION. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"K4" LUMBER IS SPECIFICATIONS OF THE PRODUCT BEING INSTALLED LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 7 VARIATIONS IN CONNECTOR CONFI6URATION SHALL BE APPROVED BY 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RAFTERS' ARCHITECT SPECIFICATIONS. STRUCTURAL DES I CSN LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. IED AS A „ „ D BEAM 5. NAILING OF ROOFING SHALL BE TO GORE. _ 8 HANGER SHALL B ALL CONNECTORS SALLOFWED TO B SUBr STITUT'ED W TH ATOP TTOP MOUNTED G-002mOO 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND IG, GAGE STAPLES ARE USE LIVE LOAD DEAD LOADIb" WITHIN 4' OF EXTERIOR CORNERS. BEAM HANGER ONLY ALONG WITH SPEGIFIGATIONS LISTED ABOVE. PERMITTED -- - -- --- 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER 2:12 PITCHES TO 4:12 PITCHES OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 8. ASPHALT 5HIN01 E5 SHALL BE T'EST'ED TO DETERMINE THE RESISTANCE OF DATE: 08/23/22 2 OF 6 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONCRETE/MASONRY THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WI-HIN 12" OR CORNERS PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPADING NOT EXCEEDING 4' ON CENTER. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf ATTICS WITH 5TORAOE (MAX CLEAR HOT > 42") 20 psf 15 psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SLEEPING ROOMS 30 psf 15 psf STAIRS 40 psf 15 psfIT p.`k6,r GUARDRAILS AND HANDRAILS 200 psf 15 psf � 'y` r ROOF LOADING (LIVE = GROUND SNOW LOAD) 25psf 12 psf FOR ATTIC f f "� I' 15 psf FOR CATH. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5) HOLsDONN DETAILS TYF I GALs NA I L= 1 N0/STRAf"F I N0 REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFLs I FTS SHEAR/ l$ LATERAL Y` IND RES I STANGE NOTE: THI5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 SUBSTITUTIONS MAY BE MADE (SEE PAGE G-005 FOR 5TRAPPI NO AND NA I L I NO REOU I REMENT5, WHEN LOAD CAPACITIES ARE MATCHED Q AND ROUGH OPENING FRAMING REQUIREMENTS) **ALL STRAPPING TO BE V4"x 20 GAUGE** -- "51MP5ON" EOUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J cu HOEDOWN HOLDOWN B FASTENER SPEC. FASTENER ' DESCRIPTION Q +-' N CONNECTION A NA I La I NO OR I D AND OUANT17Y SPACING 0� c FOFOUNDATIONST ROOF l$ CEILING FRAMING 0 � -ry I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d ------ � >: C9 ENDWALL COMMON NAIL W/o PREBORED HOLES. L z NDWALL 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 C N O (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WooD IS ASSUMED TO BE Dr,#2 i BTR. 1N DRY USE aL — HEIGHT STUD HEIGHT STUD NNECT'ED TO R.R. 2" iv SERVICE .� Y CORNER STUD TRANSFER SHEAR CONNECTION: CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST T U r- ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c x :3 N TRANSFER SHEARMEMBER "SIMPSON" H005 *IE • • 0 HOLESSET MEN DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PACE C-003 EACH LAP O FOR STRAP m Z C9 HOLDOWN ANCHOR ® 2-16d COMMON - 3 8 d COMMON . . • • MEN 2-I6d COMMONLOCATIONS NOTED NAILS ® b O.G. d 4.NO MIXING of NAIL SIZES OR TYPES ALLO tu L0 NAILS ® EA. END OF STRAP. • • • • • WED N 0 GEIEIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) -16d COMMON EACH LAP O NAILS ® 6" O.G. b O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED 4 EACHCC CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J G. IES • • 5.SEE SECTION 6 FOR ANY REG2'T TO CLINCH THE NAILS(TO Q r- a G CORNER P05T ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A 90"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS ® GRAPHIC,BELOW) "SIMN 6.DIMEN51ONS ARE DERIVED FROM THE ND5 COMMENTARY HOEDOWNN ANCHOR 0® EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED ° d SLOPES OF 5:12 AND GREATER. OR 4-1. n l ON PLANS e RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W d ° GONNECTION BI E32 i.._ AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: = FOR NEW P. GONG. FOUNO.'s " 44 FOR STRAP - 3 ad COMMON NAILS ® B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-fbd COMMON 1 PER FOOT HOLDOWN CAST IN PLACE w/'1/8"R THREADED ROD o • • EA. END OF STRAP: • • U • FOR EXIST. P. GONG. OR NEWLY CURBED FGNJND.'s — sm WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • • froTE " i ) � • • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO i GEOMETRY EXCEEDS THAT PERMITTED IN �( I CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY I B I • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT 1 SIMPSON # H2A (OR EQUAL) RAFTER TIE � W (HIGH STRENGTH ACRYLIC, ADHESIVE) n HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR TOENAILIN5 - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME • CONNECTION FOR G.J. TO R.R. - q I6 d COMMON NAILS w/7/8"O THREADED ROD r , REQUIREMENTS FORy__ "'�-�. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, `,�J RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOf5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON ', PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - — _ HOLDOWN 'G' HOL170WN 'D' _2_ _16_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING •- - Q cn FOR d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI 0.2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T (D `IDFOUNDATION ® ONE STORY ONLY ; W (5) 2x FULL WALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q HEIGHT STUD CORNER STUD ONNECTED TO BEOGKIN6 TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBL "SIMPSON" HDQS • Y (3) 2x FULL G2 TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON • 3-I6d COMMON EACH BLOCK HEIGHT STUD LOCATIONS NOTED NAILS ® 6" O.G. d ° TOP PLATE (TOE-NAIL) ON PLANS 10"O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T NAILS ® EA. END OF STRAP I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST F hi V I FOR EA. PLATE TO STUD ABOVE 8 OR - 2-I6d COMMON I BELOW - 2 I6d COMMON NAILS NAILS® ' O.C. BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER J015T ° I BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT • • ROOF SHEATHING e d STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD ' e "SIMPSON" 5T DI4RJ CONNECTION DI l$ D2 SOLID PERIMETER EDGE ZONE s 8d COMMON 6" EDGE /6" FIELD BLOCKING HOEDOWN INSTALLATION OPTIONS: •EA.BAY WGABLE ENDALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. �--~' UP TO cf" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s �~' • HOEDOWN CAST IN PLACE w/'i/.3"� THREADED ROD FOR EXIST. P. GONG. OR NEWLY GURiRED FOUND.'s PLATE(5) CONNECTION: D2 - ' AT STUD TO FLOOR ASSEMBLY TO SILL GE I L i NC SHEATH I NC -- 7/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO -- -- CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. fr 10" FIELD ADHESIVE), b FOR TEMP.'S O`F-40"F USE "SIMPSON" AT FROM 6YP5UM WALLBOARD �I 5d COOLERS -1" EDGE / (4iIGH STRENGTH ACRYLIC ADHE:5IVE) CORNER FOR STRAP - 3 8 d COMMON NAILS ® EA. I ONE #4 I ° ' END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOc;K) TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - FILL TOP 2 COURSES SOLID d c:AST IN PLACE HOEDOWN ° ° N STRUCTURAL PANELS 95d COMMON 6" EDGE / 12" FIELD N/7/8"� THREADED ROD _2 _16_ d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD TO TRAP W FLOOR CONNECTION W # LPT4 SIMPSON (OR y (s) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD z NAIL_ I NO/S f RAFF I N� V�!I ND®V�l/D®OR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES �-.� bd MAILS m EA.END -- Z OF EA.STRAP To 11' EA.JOIST-(FOR FLOOR SHEATHING (SUE3FLOOR) 2 ALTERNATE USE 0 SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2018 WFGM,TABLE: 5.1,P. 189) CONNECTION E I" or LESS: 8d COMMON 6" EDGE / 12" FIELD B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 52313,P. 291) GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUD5® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.250,P. 292; • • ALTERNATE AS PER TABLE 5.25D,P. 243) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51DE • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL FJ7GE. w A D (2018 WFGM,TABLE 5.7,P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILIN5 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 255) PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOE5 NOT APPLY TO DOORS) (2018 WFGM,TABLE 5b,P. 191) d ° °d ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 414 d 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 5 8d COMMON NAILS ® EA. 5 NAILS SHALL BE PERMITTED TO BE REDUCED To I-IGD NAIL PER FOOT. MAN DARO END OF STRAP (WRAP STRAP UNDER SILL PL) FOR ROOF 5HEATHINITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH FASTEN I NC SCHEDULE B ° e - G WITHIN OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 4. °° d ° 9' FOR EA. PLATE TO STUD ABOVE 4 OR BELOW PROP. COVERED DECK - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) _2_ _I6_ d COMMON NAILS A NQTATIQN - & ENCLOSED PORCH ROUGH A B G D E F G oPNG 2380 BAY AVENUE -o" 2 I I I 1 EAST MARION, N.Y. 11939 4 1 2 2 2 2 S�L_ I C I N0 OF TOS �L_ATE GABLE ENDWALL - PROVIDE (2) 2"xl0" HDR (MIN) U.O.N.. 6'-O" �✓ I 3 3 3 3 BRAG 1 NG/STRAPP 1 NG DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2f f FOR RAKES 12°OR BOLT 5 4 4 4 SPLICE —} BAYS BACK® PROVIDE LENGTH I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0° o.c. Ta VE R,KE O.C.. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 1340 - FOR WIND - EXPOSURES 540 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE 1,2P,4 BUILDING MINIMUM 5PLIGE'2°'` DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(3) PAGE: 8d NAILS EA. 1:2'-0" 2-O"/2-6 1:2'-0" OF EA.5 TTIC ANG ®R BOL=T SFEG 1 F I GATI ONS I6-0 3-0 /3-q Ib-O 4-0 A _ - G-003m00 r 20'-0" 41-0"/5'-O" 20'-0" 5'-0" 51 OGKIN6 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A 4 3.28, P. 157-160) DATE: 08/23/22 3 OF 6 CORNER 24'-O" 4'-0"/5'-0" 24'-0" b'-O" CONDITION 39^ FOR ALL STRUCTURES: %"4> ANCHOR BOLTS ® 3Q" O.G. 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" • 52'-O" 6'-O"/^i'-6" 52'-0" 8'-O" iv SECOND FLOOR g �i NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE BLO ,r*� 1 MI . 75QU ARE WASHERS AND END NUT SETUP; LENGTHS,THE NAIL SEATING SHALL BE REDUCED IN ORDER TO 40'-0" 8-O'/IO-O 401-01' I I-O CKING 2 $AY5 i �'0 �( rk' �� r • BACK® 4-0' O.G. ( ./ PROVIDE AN EQUIVALENT NUMBER OF NAILS 'me'•, �•� c END CONDITION NAEXPOSUREBSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O/12-6 50-O 13-O •� IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL TVP.STRAP w/C3) ) ' s. TOP TWO COURSES SOLID Sd NAILS EA.END ` � N 1 u i n i n . u i u 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O/15-O 60-O I6-O OF EA.STRAP `D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY W8; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-O" 70'-O" Iq'-o" _ v _' PLAN DIAGRAM OF ZONES �k NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR }� tea, .. 7&V b 3 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT)- 80'-0" I6'-0" 80'-0" 22'-O" " `r � - y FROM ENDS AND CORNERS (TWO ® CORNERS) 9'WALL- 1.125 N, (SEE DIAGRAM TO LEFT) l0'WALL- 125 BLOCKING 2 BAYS I' _I" THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 15 FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 64RAM MATERIAL MISCELLANEOUS FRAMINO ORAPHIGS CONTINUOUS E3UILT-UF C IRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A I RE�LOGK I NC FOR SLAT ORM MOOD SRAM I NS WORKING KNOP�LEDOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETVEEN 1/6 ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) � CONNECTION E 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER O BLOGKINO UNDER LOAD BEARING WALL THREE OR MORE 5UPFORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES �� MAX.32 LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARIr�IO WALL OFFSET FROM SUPPORT A I(2)ROWS IOd NAILS a 12.O.G. P J � THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T --- SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE ('7 TUDS `-''TU B (5)rzows Lod NAILS a 12'o.c. SERVES AS FIRESLOPPING. P, THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 2 (V /SUBFLOOR SUBF OOR G I(e)ROWS 1/2' m BOLTS a 12'O.C.STA 7&ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE LO SOLE PLATE f_ DBL aENDS - -_ BUILT UP 61RDER P MAX.32" NAILING: O `- f rf PLATE SERVE AS FIRESTOPPING. 07 I�I(2)ROWS I/2•m BOLTS a 16•o c. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE — r- O SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE — "O SIDE WITH IOd NAILS, JOIST SERVES AS FIRESTOPPING. C9 E (2)ROWS I/2' 0 BOLTS a 24"O.G. TWO NEAR EACH END OF BETWEEN 1/6 EACH PIECE, OTHERS 5TAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O C (�j z O 5 > F (2)ROWS 3-5/6'TRUSSLOCK SCREWS a 12"O.C. a 1/4 OFA OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. a. •— Lr) 1 SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 'L) e (2)ROWS 5-5/B'TRUSSLOCK SCREWS a 16"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE de- X =5 N SCREWED ON(U SIVE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN OO O a-+ 1 (2)ROWS 3-3/8'TRUSSLOGIC SGREVS a 24•0.0. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. ,� O m :�+ 6 JOIST H SCREWED ON(1)SIDE OF MEMBER P, .{_.i THREE-PIECE --- / -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N Ca MAXIMUM OFFSET (2)ROWS O TBOTH SIDE SCREWS a 12'O.G. O J BUILT UP GIRDER � MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d _ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O a �I J015T DEPTH,d SGREI^JED ox BOTH SIDE of MEMBER NAILS ON EA. SIDE w/TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. MATCHED SIZE OF BLOCKING (2)ROM 5'TRUSSLOGK SCREWS a 16'oz. 4 UNDER NON-LOAD BEARIN FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS a 52" O.G. BLOGKIN STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE / 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5'TRUSSLOGK SCREWS O 24"O.G. BETNlEEN I/6 DOUBLE PLATE 11SGREMD ON BOTH SIDE OF MEMBER a I/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W CE I L I NO BRAG I NO NOTE: - STRINGER TO SERVE AS FIRE5TOPPIN5. �✓ GANTI LEVERED FLOOR I.BEAMS c HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED L.._ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN WH—EN 10"OR LARSER p _ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE 51M TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4"CONTINUOUS CABLE END MASONRY PIER5, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR •�5 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING LATERAL BRAGS a 6'o.c. BAND BOLTED TO STEEL COLUMNS. D CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIEDAKAY BY n , G.J. 5HRINKAGE(CRACKS OF THE INTERIOR NTS MOVINO FIN(HP PLASTER GEL NG ON W /�' I I NORMAL PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE m lo) 8d NA I L I I ` O FATTER( ` S FOR SIDE LOADED BEAMS (I c . FLUSH BEAMS) -LOCATIONS REOUIRUNG FIRESTOPPING- AS FIRESTOPPING. � m ' NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- SOLESTOPPING STOPPING MULTIPLE-PIECE MEMBERS C 1) JOIST Ed COOLER NAILS a lo"O.C. NAILED' BOLTED' I'j I I lNI,N L 2"x4" BLOCK NAILED TO EA.BRAGS 2 Rows IBd 3 Rows 16d 2 Rocs 15' 2 ROW515• 2 Rom)v VERTICAL BLOCKING ,24. FIRESTOPPIAP WHEN COMMON COMMON w/(4) IOd NAILS BOLTS BOLTS L_- 12'0,C.* a 12'OC.� If.ITA6FaER>SP a 12'O.G. a 6"O.G. COVERING IS APPLIED STUD GYPSUM BOA 20901.5 TRAP --- — TWO ROWS 12'O.G. THREE ROWS 12"O.C. JOISTS Q TO UNDERSIDE OF r n DOUBLE PLATE •5d COOLER NAILS a 10" Z. (10)8d NAIL BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 0157 SHALL BE LOCATED D I RE:GTLY NOTE: ENDWALL 5 AS NOTED IN NOTES 7 t 8 " " a " " " " a S NONaor>BuSneLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRESroPPIN6 OYER STUDS,UNLESS TOP PLATT= 15 4'a EDGE/12^a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROw5 SHOULD BE 2•FROM ED6ES5 WOOD FIRESTOPPING of GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS�6- 0'4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD DIELAGATD 2• TWO ROWS 24'O.G.STAGGERED Two ROWS 61 O.C. LOCATION 5 LOCATION 6 }}-- FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL THI:! INTERIOR STUD DETAIL THIC40e5S OF E MEMBER.USE WASHERS UNDER HEAD AND NJT. O 0 U n O @ O O C.) U OVERLAID ROOF B.STAGGER EACH ROW OF FA5TeZR5 BY 12'. O O O O C O O O O III y SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,�SPECIFIED NAILING 15 FROM EACH SIDE. FIRESTOPPIN6 "'III TO BE FLLlID \ WN APf'ROX I INTISLE FIR CH THICKTOPPING S.FOUR-PIECE MEMBEit9 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO �\ \ I' BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O/C.OR T2IPLED o FOR 4'O.G.NAIL SPACING. LOCATION 'T STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPINO w/ 2 ROI-45 OF 16d COMMON NAILS 02'Oz)FOR DEPTHS 12'OR LESS 4 8d NAILS LOCATION T. 8 FIRESroPPING LOCATION a \ \ EA.END a R.R. 5.5 ROH5 OF 16d COMMON NAILS 02'O.C)FOR DEPTHS of 14",16"t IS". LOCATION 10 FULL.w1vTH 2" �BLOCKIN6ZO tu 1p 1\11 0 GONSTRUGTI ON DETA I LS � Jul I ND LOAD FAT# CONNECTION DETAILS N TOP PLATE DRILL 210 INTO ROOF DECK FOR 5TRAPPINe IN5TL. NOT TO SCALE INTERSECTION DETAIL /EXIST.ORRowEK NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 lod NTINUOL15 LOWER TOE NAI NOTED CONT.BLOGKINO TOP PLATE SPIKED TO R.R's AL10N NEW d EX. R.R.AS SHOWN KING STUDS— PLAN TUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I S -0 WOOD JO 15 ROOF,R.R. IN LINE CRIPPLE STUD _ _ _ _ - 0 BLOCK I NO JO 1ST HANGER HEADER OENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR - - W INSTALLATION OF GL I N.CHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER O o WOOD O I RDER JACK STUDS WOOD JO I ST - - AIN MEMBER W 0. W JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN o AN ANGLE OF PROJECT: IAM.x 5 APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. I. NAILS HALL BE DRIVEN PERPENDICULAR TO AS SHOM AAE30VE NAIL FROM THE MEMBER END, MAN DARO THE MEMBER,STRAIGHT THROUGH AND BENT OVER PROP. COVERED DECK A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION,HALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE & ENCLOSED PORCH 5. To AVOID 5PLITTN0,NO MORE THAN 2 TOE NAILS BE INSTALLED IN EAI SIDE OF RAFTER OR CEILING 01ST WALL STUD WALL STUD - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR _ 2380 BAY AVENUE DOUBLE JOIST DOUBLE J015T TOP PLATE EAST MARION, N.Y. 11939 GHIM. CHASE SEGURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR * BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O tD TOP PLATE a o Lu Q WIND RES 15TANT CONSTRUCTION GONNEGTORS PAGE: GHIM. CHASE WALL �z Q ju V CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO OO `' RIDGE-TO-RAFTERS 0520021° APPLY TO EACH PAIR OF RAFTERS �xz d o 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a z o o DATE: 08/23/22 4 OF 6 � w z ROOF o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOGKII�G -! a PLATE-TO-WALL STUD 0520 (9 18" TO ALIGN w/STRAPPING Q a APPLY TO EACH WALL STUD o EA. LEVEL ABOVE lu N THE FIR5T FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO EACH WALL STUD ® HEADER-TO-JACK STUD 05200 12" .y FLoowGLG. APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END ; ` . WRAP UNDER DOUBLE SILL PLATE SIDE VIEW FLAN \1I EW IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 3" SQUARE WASHERS) 0 ', :� .,�ti arr�E� U5E THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER HIND RESISTANT CONSTRUCTION. ` FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUGTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENER/AsL SNTO`��50L= <E)00' : FLOOR PLAN NOTES DOOR NOTE: NEW PARTIAL HEIGHT O I. INSTALL NEW EXTERIOR DOOR5 WHEN GALLED 0 _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. OUT ON PLAN5 BY 'ANDER5EN' (OR EQUAL). - Q WHEN APPLICABLE) 2.INSTALL AS PER MANU 5PEG.'s EXISTING TO REMAIN 3.PROVIDE (2) :2"x5" HDR.,U.O.N. Q 4.SEE PASSE 6-003 FOR ALL OTHER FRAMING LLI NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ELEMENTS AROUND DOOR-5 (TBP. FOR ALL) U.O.N. W cc STL. WHEN APPLICABLE) J WINDOW NOTE: MIN. (2) 2"x4" STRUCTURAL O2 I. ALL NEW HINDOW5 d DOORS SHALL BE ANDERSEN 12'-2 Q �' N NEW I-HR FIRE RATEDEl 400 SERIES DOUBLEHUN&(A5 NOTED); INSTALL AS EXIST. - - Lo WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS PER MANU. SPEC.'S. SEE NOTE #q IN "GLASS B2 __ DN. -T B2 O7 )>-L WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL WINDOWS AND DOORS" ON PAGE 6-002 FOR _ _ _ _ -- O .-- POST FOR 6" WALL5), U.O.N. MINIMUM REQUIRED WINDOW PERFORMANCE. I NEW(3) 2"x12" UPSET BM. I - -p } NEW 2-HR FIRE RATED 2.DOUBLE HUNG - ALL DBL. HUNG WINDOWS TO BE TILT 3 V.I.F. EXIST. fY WOOD FRAME (L.G. STL. HASH =3.LL GLAZING I �NI \-POST NEW 1 / I O c N z O WHEN APPLICABLE) .� 3.1. WITHIN IS" OF FF TO BE TEMP. SSL. PROP. _y X � � ,[ 3.2. ADJACENT TO A DOOR WHERE THE NEAREST I COVERED 1 / T U VERTICAL EDGE OF THE WINDOW IS WITHIN A 24" PORCH V v I I O XO .� CV ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING ARG OF EITHER VERTICAL EDGE OF THE DOOR O Iio S.F. � p / O DETAILS; INTERIOR 8 EXTERIOR FINISH TO MATCH EXISTING WINDOW5 OF DWELLING. 4.SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND I I I 0 m -+ Lo **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER* - wlNDowS (TYP. FOR ALL) U.O.N. NEW 3 1.75"xq.5" O.P. ® O ' / N Q CB I 2.OE LVL HDR SPANNING z EXISTING I STORY I c O u 0 RAILING NOTE: B/W INDICATED POSTS DWELLING, WINDOW CHART O3 I. 36" HIGH HANDRAIL b SPINDLE 5PA0IN6 NOT I I NO WORK PROPOSED TO 1 / -- - - - - - TO ALLOW PA55A6E OF A 4" (P SPHERE 2'-q" 2'-O" 2'-O" 2'-3" ALTER INTERIOR OR / EGRESS 2. &RIPPABLE RAIL AS PER CODE G O G EXTERIOR FRAMING, ROUGH OPENING WINDOW DIMENSION CLEAR 3. RAILING d SPINDLES TO BE HOOD I 101 WINDOH5 OR STRUCTURE 1 TAG TYPE MODEL # OPENING TEMPERED WIDTH REQ D. 20 NEW FLOOR: HEIGHT REQ D:24" O I. NEW J" PLYHOOD SUBFLOOR BENEATH (GLUE d SCREH); WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.7 5.F SGREH PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ® cV I g3 2 I DOUBLE-HUNG - �� INTERIOR. A (I) (3) TW3436 (I) 3-6 3-8 (I) 3-5 3-8 2.NEW VINYL FLOOR;H.O. TO SELECT 3 -MULLED [r - [- -- -- -- - - B (1) DOUBLE-HUNG I TW3436 3'-8 " - l' 3'-5 3PROVIDE TONGUE $ GROOVE, KNOTTY PINE AT I / ■""I""--� INTERIOR WALL FINISH - - - - - - -- I I r l ■- G (2) DOUBLE-HUNG L TW3436 3'-6 �" _ -3'-8 "- ,! - 3'-5 - 3'-8 �" O PROVIDE SHEETROGK AND GEILIN6 FINISH PORCHB 5 E CLO= 6 I 145 S.F. I POST TO - EXIST. CMU BLOCK PIER 4 FOOTING: B3 NNCONDITIONW) RIDGE DOOR SCHEDULE 7 CONTRACTOR TO Y.I.F. THE FOLLOWING: \ I/ - -- -- ---- --- --- - -- O I. LOCATION OF EXIST. PIER5 m _ - - - -I - - - - - - - - - - - - - -- - - - - - - 2.CMU BLOCKS FILLED SOLID w/GROUT ROUGH OPENING DOOR OPENING MATERIAL 3.PIER SUPPORTED BY IS"x18"x12" DEEP P. GONG. PAD FTG. I CATHEDRAL ----- (MIN. SIZE) BEARING AT LEAST 3'-0" BELOW GRADE. GEILIN6 B3 EXISTING WINDOW TO BE POST TO I REMOVED ' ` TAG DESCRIPTION MANUFACTURER p J q RIDGE I V O Q Ul CONTACT ARCHITECT IF ANY CONDITIONS FOUND TO DIFFER. 5 WIDTH HEIGHT WIDTH HEIGHT I- Q 0 � � NEW FOUNDATION BENEATH WD. DECK POSTS: K Og NEW 4"x4" HO. P.T. P05T d 12"4) P. GONG. 50NOTUBE q NEW(3) 2"x10" HDR SPANNING I V.I.F. EXIST. / \ •- - --- ---- - -- O 2 x2 x 2 DEEP P. GO G. OOT G AS MR 101 ��5WING ANDERSEN 3'-I" b'-8" 3'-0 �" • DETAIL DIRECTLY 1 (TBP.). $2 B/W INDICATED POSTS POST DE l � � � PROVIDE NEW / \ I `(��l� LOCATE DIRECTLY BENEATH POSTS ABOVE AS _ _ _ W -- 102 FSLIDERS ANDERSEN b'-D" INDICATED OFLOOR 71F -- --- --- HOLDOWN: - - ----- - - - O Oq HOLDOWN 'C' AS PER PAGE 6-003 - - A - _ _ - B2- - - POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD HEATHER POURING 3 CONCRETE MIXTURE 12' PROPOSED ENCLOSURE POST S COLUMN DESIGNATIONS: y UPON EXISTING HOOD DECK; 7 I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED EXI5TINO DECK STRUCTURE I. ALL EXCAVATIONS SHALL NOT UNDE=RMINE EXIST. ADJACENT N � i CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY p - TO REMAIN;NO PROP05FJ7 FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND WORK OUTSIDE OF EXISTING HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. SUCH ME=MBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD DECK FOOTPRINT L 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. FRAMING REQUIREMENTS. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR EXIST. ENTIRETY OF POUR. CONTACT ARCHITECT HHEN HATER 3. ALL COLD HEATHER PREPARATIONS AND CONCRETE POURING SHALL g2 (2) 2"xb" POST B3 (!3) :2"x6" POST DN. ENCOUNTERED. CONFORM TO AGI 306. 3. POURED CONCRETE SHALL BE KEPTMOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. 501L BEARING CAPACITY NOTE: 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. STRUCTURAL DEVON OF FOOTIN65 A55UMES A SOIL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. BEARING CAPACITY OF 1.0 TOWS.F. 5. ALL REINFORCEMENT BAR5 SHALL 13E DEFORMED EPDXY COATED REMOVE AS REQ'D. CARBON STEEL A5TMA615 &RADE &0. WHM FOR SLABS DO NOT BEARING CAPACITY OF 501L MUST BE VERIFIED A NEED TO BE EPDXY COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE GEOTECHNICAL ENGINEER, OR BY TEST HOLE RESULTS � 01 05J./ LOO �� � PERMITTED WHEN NECESSARY. EVALUATED BY THE ARCHITECT OF RECORD PRIOR TO 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS CONSTRUCTION. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER SHALL BE STAGGERED. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. SCALE: 1/4" = 1'-0" 7. PROVIDE MECHANICAL DEVICES To HOLD STEEL d HARDWARE IN g, CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERAGES,AND PLUMBNE55. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD HEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 CONCRETE. (ASTM G4414/04g4M,TYPES G AND E). 10. CONSULT ARCHITECT HHEN STEEL EMBEDDME NT CROS5 SECTIONAL AREAS EXCEED ONE SQUARE INCH. 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED p - TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 800 P51. )>7 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. N F p w I I � � 8'-VI�2" 0 m o � 7it 7 - - - - - - - - - -- - -- - - - - - - - A-201 LJ - - - - - r�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� L I ti.i EXIST. D.J. I Q I I II � I I I II II w I I I I I I PROJECT: i MAN DARO PROP. COVERED DECK LOCATE NEW 50NOTUBE d i to q I' I X ® I I tu I I & ENCLOSED PORCH FTOSDIRECTLY BENEATH i-(t�) g�--� INDICATED ABOVE (TYP)' • v L F - - - - - - - - - -I I I EXTEND 2380 BAY AVENUE q L I -�'J I I I FRAMING TO I I EXI5TING ROOF STRUCTURE I I EAST MARION, N.Y. 11939 EXISTIN6 I STORY SUPPORT R.R. I d FINISH TO REMAIN 7 DHELLIN6; I I I w/2:12 PITGH I ' \\\ EXIST. D.J. NO WORK PROPOSED TO Ii I I I II DRAWING TITLE: � I� ALTER INTERIOR OR I wQ EXTERIOR FRAMIN6 4: PROVIDE 5TRAPPIN5 FROM !1 Q: PROPOSED PLANS I STRUCTURE EXIST. BM. b D.J. TO NEH� I pa, I I STUDS AS PER CONNECTION Q I I I itu X a 'G2' ON PAGE 6-003 (TYP) F- -1 I- LOCATE NEH SONOTUBE d I I NFJ^1(3) 2"x12" RIDGE L_ L _ J FT015 DIRECTLY BENEATH P05T5 Di Q INDICATED ABOVE (TBP) III I I PAGE: IIT I� I III =00 X II II xpm "� IQ II EXIST. D.J. I I I I z ® I I A-101m00 II I III II II - - - - - - - - ]- - - - L - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - 01 - - - - J �� - -- - - - - - - - - --- -L- - - - - - - - - - - - - - - - - - - - - - - - & - - - - - - - - - - - - - - - - - - - - - - J 7 - - - - I I - DATE: 08/23/22 5 OF 6 m II II _r ' I I I I - 7 )>T 1.0 J ... ..r FROPOSE:l7 FOUN7ATION PLAN FROPOISF-D ROOF PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS Q 2. INSTALL ICE AND WATER SHIELD FROM FASCIA 0 UP TO 24" FROM INSIDE FACE OF STUD WALL w AND AT VALLEYS OVER w C6 CONNECTION 'A' AS 3. INSTALL 15 # BUILDING FELT (U.O.N) OVER -� PER PACE 6-003 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL EX15T. d PROP_OSED_RIDG_E HEIGHT ____________________ NEW RID GEQ � N COORDINATE BIRDSMOUTH SEAMS) � ELEV. +I5.-l' LOCATION TO ENSURE R.R. 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REG'D) O NOTCHED NO MORE THAN 25% b. PROVIDE RIDGE VENT (AS REQ D) �\ CONNECT R.R. TO OF MEMBER DEPTH (TYP) HDR w/SIMPSON O 4 L55R HAN6ER5 2 1. FLASH ALL VALLEYS = � 0 _- = 8 INSTALL DRIP EDGE (BLACK) AS REO'D G.J. To _ q. INSTALL ALL AS PER MANU. SPEG.'s Z -- ---- -_ _=- - UPSET BM. w/5 MPSON - - - - - C_ (�J O ---- _ LU526 HAN&ER5 �_— B- cu J� d- " TYPICAL ROOF CEILING CONSTRUCTION: U .- -_ NEW ROOFING AS NOTED X O N • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL p O O 4- ( SEAMS)PLYND ' +-,m r- 5 \ • R.R.,,O.J., 4 G TO N. AS NOTED ON PLANS (® 5PAN5 J` 4-J OVER 8' INSTALL "X" BRIDGING ® CENTER OF cu 3 SPAN,U.O.N) Q O �- 2: O 102 - 4 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): OO • K"UPON "TYVEHOUSE WRAP(OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING ® ^ ` 5 EXIST. FIRST FINISHED FLOOR - ALL PLYWD SEAMS) W ----------- -- = Q X ELEV. +2.5' 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE I - ---- - - --- -- �, INTERIOR FINISH TO BE TONGUE 4 GROOVE KNOTTY ri% PINE EX15T. WOOD DECK % P P. PROP. - --- ELEV. +2.3' OVE D PORCH tOSED PORE - O NEW SIDING NOTE (TYP.): 4-J I. INSTALL NEW SIDING AS GALLED OUT ON - - - - - - ELEVATIONS r 1 •— 2. "TYVEK" HOUSE WRAP (OR EQUAL) W BASELINE 3. INSTALL ALL AS PER MANU. 5PEG.'s ELEV. +O.O' 4. PROVIDE ALL NEOE55ARY TRIM FOR PROPER (� INSTALLATION 4—) W 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION EAST ELEVATION (LEFTSIDE) SECTION 1 - 1 /A-201 HALL � + SGALE: 1/4" = I'-O" U c SCALE: I/4" = I'-O" L- Q •- (a) 0 ELEVATION NOTES TYP. RooF1N5 (SEE (D NEW SIDING SECTION NOTES) SEE ALSO NOTES AT SECTION TYP. ROOF CONSTRUCTION HARDIE BOARD t BATTEN (SEE SECTION NOTES) PLS NEW STUD WALL;50NOTU D b N PAD FTG. TO BE LOCATED (Z 'SIMPSON' H2.5A IREGTLY BENEATH POST p.5 INDICATED WITHIN (A5 PER RAFTER TIE Eta' FLOOR PLANS) ONEW ROOFING NOTE (TYP): SEE AL50 NOTES AT SECTION -- - --- —-- _-— -- - - -- -- ---- -- - - - 5T. DROPPED BM. NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EOUAL)(MIN -- 50 YR. WARRANTY);FINISH TO MATCH EXISTING NEW SIMPSON 6ALV. A04 _- --- - - .� _" - - -- ----- ---- --- -- - - -- --- -- - POST GA (OR EQUAL) NEW 6" 5EAMLE55 GUTTERS 4 DOWNSPOUTS; WHITE — = - — _ FASCIA BOARD O (TYP) ALUMINUM HALF ROUND - - - _- ------ - - - - - -- -- - - -_-_-= -- -- - - - - --- - --- ---- -- -- - - - ------ - - - - -- - - -- = - - - _ W 4"x4" P.T. P05T PROVIDE AT ALL NEW ROOF EDGES 4 - - --- - - - - - -- _ - _ _ __—__ ____ _ _ _ _ _ - _—_ --_ _