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HomeMy WebLinkAbout40183-Z / :0Filt,f�!! Town of Southold 3/25/2016 �, p G. t`{ P.O.Box 1179 t' •' 'n' , 53095 Main Rd 1.*ofcf. . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38175 Date: 3/25/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1220 Little Peconic Bay Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated -- 9/8/2015 pursuant to which Building Permit No. 40183 dated 10/19/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: UNHEATED,NON-HABITABLE THREE CAR ACCESSORY GARAGE WITH SECOND FLOOR STORAGE, PER ZBA DECISION#6856, DATED 06-04-2015, AS APPLIED FOR The certificate is issued to Resciniti,Rocco&Resciniti,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40183 02-11-2016 PLUMBERS CERTIFICATION DATED f Autho f, e Sign re sv�Fu�� _ TOWN OF SOUTHOLD to� colt 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#: 40183 Date: 10/19/2015 Permission is hereby granted to: Resciniti, Rocco & Resciniti, Eileen 5 Maryland St Dix Hills, NY 11746 To: construct an accessory garage as applied for per ZBA and trustee approval. At premises located at: 1220 Little Peconic Bay Rd SCTM # 473889 Sec/Block/Lot# 111.-14-18 Pursuant to application dated 9/8/2015 and approved by the Building Inspector. To expire on 4/19/2017. Fees: ACCESSORY $340.00 CO -ACCESSORY BUILDING $50.00 Total: $390.00 rte . Building nsp ctar- 0••c.%, SO(/r'f Town Hall Annex ��� ~® l0 : Telephone(631)765-1802 54375 Main Road iJ111 � Fax(631)765-9502 P.O.Box 1179 o, Q Southold,NY 11971-0959 .,e` -\ esu roger.richertAtown.southold.nv.us ---‘17-COUrt Ao• --___.... ,, ,,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Resciniti Address: 1220 Little Peconic Bay Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40183 Section: 111 Block: 14 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Complete Circuit Electrical License No: 55816-ME - SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: �F" _....10k—ie—_ A-"--- Date: February 11, 2016 Electrical 81 Compliance Form.xls - oe• \ Li ,* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [I, DUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 772-/=C7- „or , DATE /4/ /3" INSPECTOR • if' of SOO g3 s y � O ,1 11 1 ' TOWN OF SOUTHOLD BUILDING DEPT. - " - 765-1802 INSPECTION [ ] FOU TION 1ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ICKING REMARKS: frie--fr.f,te, 7A; '4/ 00, 47-24 17'4- DATE 1 Vi ( INSPECTOR_ 111lop, /Z70 &/.t&- ,i',,c)€ ts\ p 1-14‘t/ TOWN OF '' BUILDING D(E)11:1./1- ( 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 194ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]iCAULKING REMARKS: ( ratt/Z_. DATE 42///1/(47 INSPECTORte ,'"FSI if 4 ssl TOWN OF SOUTHOLD -BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION,, [ ] CAULKING REMARKS: giiit -2-1 "6- e-Arre-W\ A.,,Ntif/k cy7e-iir/#7x..4 /#5,7€47/2?-- ice _fr 4,7 DATE -2- 1. r INSPECTOR 1'„,,4 F SO(/4;_; cer) ( %'- '- . ,' Zf )P TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] SUL'± = [ ] FRAMING /STRAPPING ] FIN , L I, [ ] FIREPLACE & CHIMNEY [ ]' FIRE S , ' INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fr C.) '-'" ar-- - \---c CQ F_A0 ,?, _ C9 A...: ., 2-- a 7——'—''j. DATE -3 —' INSPECTOR GELD]NSI'EC=ONMVO* DATE , _ CO MENTs ,_ , , (,i /46 _i- y '�.r p_ VI ' . "4 ,/,' -7- '.°11111S—WINIFIWINIMIIIIIII:j ' 'QUNDA 'SON(1ST) ii /'' IIIIIIINIIIIIIIIMIII (NI'44v FOUNDATION(2ND) 'Mil • -J6,- / s - pt7.7.-----t . . j ' ROUGES FR ,.NtQ`XG& e � �, (1 : -: ( 4f �iii : ' / i' . ' y ? . Ai . ' /VA A-)(. . , . . . , . t=i , NE. imiiiimiii ,\_ _ . MEM . . _ ... , . _ _ _ „ .. tzl INSULATION'PER N,Y. STATE ENERGY CODE '. . ` ., . . _. 3 :dt iff 4—4 y , swaimowyAr.- AimPrafiamm ---. 9 0 . . ,,,, . . III . , _ . . . ... ANAL , Z. • . . 111111111111111111.11111111111. '7' . • 'Altaia ' 'F Iv ir, TS • _�; �.'l�E `� 1 cid.... �. reg a a : ! ,�1 NowIQ-Q.6 A -H.(,\A4 .. , .—AA. � __ ecO r • f ' , j •--...„, 2 r 4.,. , ' ♦ 1 ' .. ( /. _ ' t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey I SoutholdTown.NorthFork.net PERMIT NO. v/73 Check Septic Form N.Y.S.D.E.C. Trustees (1 FIWE E C.O.Application lU `J Flood Permit Examined ,20Single&Separate aFEB m 4 2015 1T].)n Storm-Water Assessment Form ® ) Contact: Approved ,20 Roc nEDT Mail to:, SM•C. L.,(,&-A2A oN OF SOUTHQL� Po43s ' r 117(0 Disapproved a/c l()2i 1 L� E' 'Aln �7 ,� Phone. 51(4, 0/17, riti Expiration ,20 r B skiing I pector APPLICATION FOR BUILDING PERMIT Date ,/ 7 , 20/5-- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin; - . and re! . 'e s, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of a.•ic-anf or name,if a corporation) 5 17(frivt, 67/64a7 Nk///2 c �� //74/C (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C7 w(P Name of owner of premises oC( y�t.►m (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on whichro osed work will be done: 21,0 t c_` a \LD . C UL—C cti-l-ac,A.ee.. House Number Street I Hamlet County Tax Map No. 1000 Section ' IBlock ;'• Lot I 1:3 ea 4z35 1 Subdivision �� -fit�-� Filed Map No. I z3( Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �� 5i ,t�`-tl b. Intended use and occupancy 6 `'1-I• I—: i 6-447 .Gs 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work r46E__, (Description) 4. Estimated Cost to DaDt , G Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nupper of dwelling units on each floor If garage, number of cars (.1; 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Faint Rear Depth Height :Number of'Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated \—40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO >( Al\e`4j C ntQ Sl- 14. Names of Owner of premisesRI c e€or e&a:A t &ddress D,x EP,l t S.t3-11114GPhone No. 31 `I 31 ('t O7 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES K, NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: Co i CJC6-0 A G/11//7/_ being duly sw orn_, deposes and says that(s)he is the applicant __ (Name of individual signing contract)above named, (S)He is the OC{ X_ (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ I� d , of Qu) 20 (15- C--(j ' Notary ubi c FRANCES C.THEISS ' .ture of pplicant otaryPublic,State of New York No.01TH6286581 Qualified in Suffolk County Commission Expires July 29,20� +y 1 rin;,Iit l r-..2-• „,,,,,V10,14-.,,,„. 001+9 t.0 ° -!. +11�••+�� :•+�4+h1 i'PY . . s` 4.•t-t ar q fi_.” qt 1 !i , - q\gt ,1,-. qg ; ,, q4 P• ‘,7`.."00:44;;-,- e' /N` n_. -7 ` .\lsj"+'... - '.• l/.. o b." .rev Yte !=., T. a tli1 PII!' 11104' I BOARD OF SOUTHOLD TOWN TRUSTEES , °�_;. ! SOUTHOLD,NEW YORK .,i \i.` -• PERMIT NO. 8649 DATE: JULY 22, 2015if •,,,,...,...,i :,.. :::.t.,,..,..! . -•( � may:- ' ' ISSUED TO: ROCCO RESCINITI 14 , ;1,41!-1.1.PROPERTY ADDRESS: 1220 LITTLE PECONIC BAY ROAD, CUTCHOGUE y .t,<_ y;s� y Y SCTM# 111-14-18 =` *'A -� I It.,AUTHORIZATION I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I ;cam u I accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 22,2015,and in • .1 r ; consideration of application fee in the sum of$250.00 paid by Rocco Resciniti and subject to the Terms and irtf„j Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the �, '' 4. ' following: %,'+ as* �` , 4 I Wetland Permit to construct a 30'x22' three-car garage with a 6' wide concrete apron; �' `�{f �, � and for the installation of gutters to leaders to drywells on the garage to contain roof t . -k'''4 i runoff; and as depicted on the site plan prepared by John Spaglia, RA.,last dated July �sO"1 23, 2015, and stamped approved on July 27, 2015. as IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, r and these presents to be subscribed by a majority of the said Board as of this date. .;::..:Ar>.--:, ,,,•1 ii( '''':::' -72:----4 li .�� .at f 1 of //L� t- fr: eLe i21 1.,:::::: R� icc 15., 1 op\ ;(2,41 c:, i j p ,.-., , 0)_ .. (k rtz q;%' -.) 74,,i'' ',.'",.. .- -'4 ' • Att. ( P • fr. ‘. ttI I . �Ai.t • it's /, ---------- - s �,� ; tet. t HSC/ �i t. ( N,t / < �,�\tr,' q. Ti• ..to e /�/+�a11er ; adP 860,a ,. la i�s•�' i�0/f K;,�� .4.1.7. ��:9 "��� "k;� _ A�. �q4 pF SO(/p John M.Bredemeyer III,President / � •yQ �• Town Hall Annex ti '1/4..O �" • l0 54375 Route 25 Michael J.Domino,Vice-President ; ; ' • P.O-Box 1179 Glenn Goldsmith • Southold,New York 11971 A.Nicholas Krupski G " " P � �. - �O �� Telephone(631)765-1892 Charles J.Sanders ==0/: 1/ Bei Fax(631) 765-6641 ,°° BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1205C Date:March 4,2016 THIS CERTIFIES that the construction of a 30'x22' three-car garage with a 6' wide concrete apron; and for the installation of gutters to leaders to drywells on the garage to contain roof runoff, At 1220 Little Peconic Bay Road,Cutchogue Suffolk County Tax Map#1000-111-14-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 2:2015 pursuant to which Trustees Wetland Permit#8649 Dated July 22,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for•which this certificate is being issued is for the construction of a 30'x22' three-car garage with a 6' wide concrete apron; and for the installation of gutters to leaders to drywells on the garage to contain roof runoff. The certificate is issued to ROCCO RESCINITI owner of the aforesaid property. doe., Authorized Signature . }J ,r Cq1(e. FORM NO. 3 toRi ova NOTICE OF DISAPPROVAL - AL41 Q ( (9 n) DATE:February 12, 2015 TO: John Sbaglia(Resciniti) PO Box 434 Mill Neck,New York 11765 Please take notice that your application dated February 4, 2015 • For permit to construct an accessory garage at • Location of property: 1220 Little Peconic Bay Road, Cutchogue County Tax Map No. 1000 - Section 111 Block 14 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, . . provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article XXIII, Section 280-124, lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet.The proposed construction notes a front yard setback of 20 feet. In addition, the proposed construction is not-permitted-pursuant-to 280-15 C,which-states, "Such buildingsshall - not exce-, ••: •uare feet on lots containin• us to 20 000 s•uare feet" Ti 'Jo•osed acc-sso •v oted as being 840 s•uare feet. AM", rorized Sna w� g Note to Applicant: , ny change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. cjj A/Cplc , PD1(4)13'''„d , , U i - 90C� vi\ FORM NO. 3 NOTICE OF DISAPPROVAL DATE:February 12, 2015 AMENDED: February 19, 2015 TO: John Sbaglia(Resciniti) PO Box 434 • Mill Neck,New York 11765 Please take notice that your application dated February 4, 2015 For permit to construct an accessory garage at Location of property: 1220 Little Peconic Bay Road, Cutchogue County Tax Map No. 1000 - Section 111 Block 14 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." The accessory garage is noted as being partially located in the side yard. Also, pursuant to Article XXIII, Section 280-124, lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet.The proposed construction notes a front yard setback of 20 feet. In addition, the proposed construction is not permitted pursuant to 280-15 C,which states, "Such buildings shall not exceed 660 square feet on lots containing up to 20,000 square feet" The proposed accessory garage is noted as being 840 square feet. This Notice e Disappro al A $. a mended on February 19, 2015 to address the accessory building's partial side yard to r . G' Authorized Si. i.tur- _._-- --- 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. W/ BOARD MEMBERS 30U� Southold Town Hall p� _ _ Leslie Kanes Weisman,Chairperson goo e yQ 53095 Main Road•P.O.Box 1179 l® Southold,NY 11971-0959 • Eric Dantes ; ,: Office Location: Gerard P.Goehringer ` =. rL� Q/,�` Town Annex/First Floor,Capital One Bank George Horning 'O `-;•, �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider =I�CQ(IMTY� ���� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ; �} �;; �,,i Tel. (631) 765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATIONt JUN 1 0 205 -% MEETING OF JUNE 4,2015 ZBA FILE: 6856 T' ,,,r�r � �r NAME OF APPLICANT: Rocco Resciniti SCTM# 1000-111-14-18 __ PROPERTY LOCATION: 1220 Little Peconic Bay Road(adj.to Wunnewetta Pond), Cutchogue,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under_SEQRA. SUFFOLK COUNTY ADMINISTRATIVE 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 April 2, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 April 24, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is non-conforming with 16,307 sq. ft. It is improved with a single family dwelling. It has 124.15 feet of frontage on Little Peconic Bay Road, 148.97 feet on the east property line, 128.97 along Wunnewetta Pond and 156.30 feet along the western property line as shown on a survey dated 10/14/14 prepared by Constance Pilnacek,PLS. BASIS OF APPLICATION: Request for Variances from Article III Section 280-15F&C and Article XXIII Section 280-124 and the Building Inspector's February 12, 2015, amended February 19, 2015 Notice of Disapproval based on an building permit application for construction of an accessory garage, at; 1) less than the code required front yard setback of 35 feet, 2) location in other than the code allowed front yard on waterfront properties, 3) total square footage of more than the code maximum allowed of 660 square feet. RELIEF REQUESTED: The applicant requests variances to 1) construct an accessory garage having a 20 foot front yard setback where the code requires a minimum front yard setback of 35 feet, 2) to locate the subject accessory garage partially in a side yard where the code only permits front (on waterfront properties) or rear yard locations and 3)to construct subject accessory garage having 840 square feet where the code requires a maximum of 660 square feet, all as shown on the Architectural Drawing prepared by John Sbaglia R.A., Sheet# SP-1, dated 1-2-2015. 1 Page 2 of 3—June 4,2015 ZBA#6856—3tesciniti SCT1\'I#1000-111-14-18 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on May 13, 2015, submitted a plan increasing the front yard setback to 25.4 feet and reducing the square footage of the subject accessory garage to a code conforming 660 square feet, eliminating the need for a non-conforming square footage variance, all as shown on the Architectural Drawings prepared by John S ADDITIONAL INFORMATION: This property was granted a prior variance#2410 (1978)to permit a shed in the front yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 7, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Accessory garages are common structures to residential properties. A front yard location is permitted on waterfront parcels and only approximately 25% of the subject accessory garage is proposed in a non-conforming side yard.. The elevation/grade of the subject parcel is lower than that of Little Peconic Bay Road, which will mitigate the visual impact of the proposed accessory garage from the road. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The placement and orientation of the existing dwelling along with the sloping property grade and wetland/bulkhead locations reduces, if not prevents, locating a 660 square foot accessory garage in a code conforming location on this parcel. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a front yard setback is mathematically substantial, representing 27% relief from the code. However, the elevation/grade of the subject parcel is lower than that of Little Peconic Bay Road,which will mitigate the visual impact of the proposed accessory garage from the road. The variance granted herein to locate an accessory garage in a side yard location is mathematically substantial, representing 100% relief from the code. However, only a portion (approximately 25%) of the proposed accessory garage is proposed in a side yard location. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief, pursuant to the Amended Application, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing an accessory garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to GRANT the variances as applied for, pursuant to the Amended Application, and shown on the Architectural Drawings prepared by John Sbaglia R.A., Sheet#'s SP-1, A-1,A-2,NP-1 and NP-2 all sheets dated 5/10/2015, Page 3 of 3—June 4,2015 ZBA#6856—•Resciniti SCTM#1000-111-14-18 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or 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 deviation from 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 under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Horning,Dante, Goehringer.This Resolution was duly aeo.ted(5-0). Leslie Kanes Weisman Ch�'rperson Approved for filing 6 / 0 /2015 • • TOWN OF SOUTHOLD, NEW YORK DATE ...11Ay...12, 1978 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2410 Dated April 13, 1978 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr, Ernst L. Midgette Appellant 84A Little Peconic Bay Road Cutchoque, New York at a meeting of the Zoning Board of Appeals on May 4, 1978 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance OC ) Request for a variance to the Zoning Ordinance ( ) 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article Section Subsection paragraph ................. of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:15 P.M. (E.S.T.) upon application of Ernst L. Midgette, 84A Little Peconic Bay Road, Cutchogue, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 100-32 and Bulk Schedule to place a shed in the front yard. Location of property: Little Peconic Bay Road, Cutchogue, New York: Lot No. 236 and part of lot No. 235 on Map A of "Nassau Point Properties." 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, It was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE '"(,k " 'OVED '-4 �, ZONING BOARD OF APPEALS a `n FORM ZB4 ++ air r (zr Ch: .1 .,,.a 1 - After inspection and investigation the Board finds that the applicant requests permission to erect a shed in the front yard, and that this will not change the character of the neighboring district. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary hardship; the hard- ship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. On motion by Mr. Gillispie, seconded by Mr. Maimone, it was RESOLVED that Ernst L. Midgette, 84A Little Peconic Bay Road, Cutchogue, New York, be GRANTED permission to place a shed in the front yard, Location of property: Little Peconic Bay Road, Cutchogue, New York; Lot No. 236 and part of lot No. 235 on Map A of the "Nassau Point Properties." Vote of the Board: Ayes: Messrs: Gillispie, Bergen, Grigonis, Maimone. * * * * * * * * * * * * * ''iib tt_L SOUii�:2LD 1C ._ :.L I( DATE 602- /71 HOUR /:,id t./. odr _/ • / Town Clerk, Town of Southold Scott A. Russell ;••'`,�,°5 ST(0)RMWA\TER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 . p �` 53095 Main Road-SOUTHOLD,NEW YORK 11971 tI4 �•• Town of Southold •I•' O.1liras�3 ,''' CHAPTER 236 - STORMVVATER MANAGEMENT-WORK SHEET ' rsEp 14 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Eig A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DO B. Excavation or filling involving more than 200 cubic yards-of material within-any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to . 10,0 feet of horizontal distance. - .' 1S1E1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑14 E. Site preparation within the .one-hundred-year floodplain as depicted 1- on FIRM Map of any watercourse. } DO F. Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) C.T.M. 1000 Date i iDistrict 10 ► i' J NAME . 1 l 11-- / ,1 Section Block Lot -II rrill ,d, � " I/ _ �j �f 7�) - ''''''s FOR BUILDING DEPARTMENT USE ONLY�°� • Contact Informal sore ✓/co /Z2-3z 7,3 ///JJJ t ALLA. Rdcpnmc NumEcA _ // t � f1'Reviewed By V (� / (- Date: `1 /1-/ - Property Address / Location of Construction Work: �7 I Q-0°C) n Approved for processing Building Permit_ I7,7,oL1 l LC �'7�,Oi�l(/. I 1 Stormwater Management Control Plan Not Required. VIStormwater Management Control Plan is Required. (Forward to Engineering Department for-Review.) FORM ' SMCP-TOS MAY 2014 L APPLICANT S.C.T.M.*: 1000 " CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) • •• •••--•••••— -n at rl— •••ba .1 1 ( ( )4 Q f • = Stormwater Management Control Plan CHECK LIST_ �1 •� . ectlon Block Lot .� NA .\154„-------i.::: I S M C P -Plan Requirements: Provide ONE copy of the Buildsr<�_i'er�nit-ApPllcatiQiL_ please p,..,l "' � � �'" , Date: `- ''1 ' * The applicant must provide a Complete Explanatio ra,.�d/orii eason for not providing (-,,-;\ � Z �5 q - Ol "P"./* all Informatlan that has been Required by the following Cllidcklist! f e Ph ase Numhon ............... 1. 1 ,_l I 1. A Site Plan drawn.to scale Not Less that 60' to the inch MUST �1,-NO-101 If You answered No or NA to any Item, Pleasell r�iiide tsi'ificauor res {:i., show all of the following items: Jt--- - - If you need additional room for explanations, ?leas Provide additional Pape•• a. Location & Description of Property Boundaries ill �_ __ _� b. Total Site Acreage. ►Alm�r s:-ix. t�t'i c. Existing - Natural & Man Made Features within 500 L.F. " " ` " ' r' — rilliANGof the Site Boundary as required by§295-i�(cl(2). -_ —1 , n1. tact_E IRISPECT'fL,NSARE REQUIRED Cantact TO5 Engineering d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. (' I ckfill, OR Prtu&neen gat 765-1560 before e. Limits of Clearing & Area of Proposed Land Disturbance. . - ahe Ufa gineer's Certification f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) i. _ as been installed to Code g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities, h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. — I. Location of proposed Swimming Pool and discharge ring, 1111111111111 o 5LoLtivi AA 1 ht Cir pax., �r Z0i i cS) X1s•-r. j. Location of proposed Soil Stockpile Area(s). i"� NOM Fri k. Location of proposed Construction Entrance/Staging Area(s). Tei n I. Location of proposed concrete washout area(s). • �l►��1 _1©t .. . M, Location of all proposed erosion&sediment control measures. X15 —f-.J‘,-) 2. Stormwater Management Control Plan must include Calculations showing .. that the stormwater Improvements are sized to capture,store,and infiltrate . - fsROSION&SEDIMt:NT CO. �;ROIS on-site the run-off from all Impervious surfaces generated by a two(2•)inch >41Shall lltclude blit not tie limited to. rainfall/storm event. i Entrance, is, maintained CbnS['action tizati^n 3. Details&Sectional Drawings for stormwater practices are required for approval. tn+'re Backed Silt t-enctng, Items requiring details shall-include but not be limited to: ,, ,_ , Sc.eding.of exposed anti/urs ettye soils. a. Erosion & Sediment Controls: r �r • \ 4o1 f -r b. Construction Entrance & Site Access. 4 n rY 7 _ . c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ( d. Leaching Structures (e.g. infiltration basins,swales,etc.) �� . _ - .• .. .. .. .• ..__.:.........._.-______________________...�._.:._. _ss•- __._La i..�..•_`s .. - ..�•�:......._ _... _.. - ._'-___ _ "" hl')I1. I'NCfINTw:r `i: DEPAR ' . .N E ONLY* ** -- . .�... .. .. Additional Information is Required. Reviewed & • IIIStormwater Management Control Plan is Not Complete. Approved By: �,�Ti'- ,t ! , �•', / �v Stormwater Management Control Plan is Complete. f� Date: i —ls-1 j 1 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 a i - '�f,, %SOF S01/1:.•I Q`; Town Hall Annex 9* • • * Telephone(631)765-1802 54375 Main Road + 9o2, P.O.Box 1179 %, G �� roger.richertka town southold.ny.us Southold,NY 11971-0959 Q �0'I „ ,,, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ( / 3fjb• REQUESTED BY: IIDate: 0 Company Name: Cothp Circuit r1tCtr(Cal M-1-0/h) k�(, Name: J 11 do 2aChN,l\- - License No.: 55 UV'V' m E AAL L Address: r\ ?�lOI,i !iA AvQ. AQSt slips /J ti '1a 5 Phone No.: 5 )6- (0.5.- Dill JOBSITE INFORMATION: (`Indicates required information) *Name: Rcirti *Address: I dab (At( ie Pewit RA ad 10, C choguei �l( L1 g35 *Cross Street: RO,1 wQ a Qt S ��(_1- w t .r�nkg eta E d. *Phone No.: 6 3 I q?(-11409 Permit No.: L( 01 F3 Tax.Map District: 1000 Section: 1-1 - Block: \ Lot: ) *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • but r l�� Gj44r °a (Please Circle All That Apply) c f e a 1j it *Is job ready for inspection: YES/ NO Rough In Up 1004 *Do you need a Temp Certificate: YES I NO - Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form l G' (---s) , ..----- TOWN OF SOUTHOLD PROPERTY RECORD CARD "1 - OWNER STREET 17 7 0 VILLAGE DIST. SUis. LOT,w-2-zy 4 2,....,_.,..,}1pe4ft. (-Co . -)e--4.1 / I, .. . . .1!:(_ . 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Walls iiivi ttirl--,W4 Interior Finish LR. . —7- .`, ''113t • GA ( x ens1c4-144,. /,./....x la -: Place fe-., .e . t Heafie,A. .--4. 4,;--42...._ • DR. 61-P F i r e - Type Roof tP k704 Rooms 1st Floor BR. ... Porch - - _ .. -- ' ... ,/ , Recreation Room Rooms 2nd Floor FIN. B. \ . • , PorchC04'4 / Dormer Breezeway Driveway • . ., I-Garage „ . I • , DocZ spot 3 00 r.Potio A ,406 sp?-f aoo • .... . . ,- _ . :-0-.--B7-1,-„_-__:•.4,—;--„ --- )p.,,.. .-ii—,i.--?-----____________' i _______;_____ "," , ,, , ...,.... • Total ,, A. --.„7-',,,, . _ • ........,...., • i. - -,- •• ...... • . 1....... . .e • • I ' ."...7. 7.'1:..t'\7";‘,.1"47,16,-..,,,-, :: • • „ - • + '• - . ' . , . .._), - _ . .. . . , . „ L., ..... ... - - mom Nom Survey of Property1°= 30' Prepared for: Rocco Resciniti \0 Surveyed:August 8, 2006 SCT# 1000-111-14-18 0 a `li % ' Q 16 Situate: Nassau Point • z r ,�o{'� Town: Southold � �.0 V a o Suffolk County, NY \ `°` Datum: NGVD'29 `% qk of -/, ' Lot #'s refer toA -- ° .. °� �--- CS ,�q, 9 "Amended Map ,!` - •3 of Nassau Point .` x,40 ,4, -' -5 .- O D._ Club Properties a��az �t 0000 co Filed Aug. Ib, 1122 --\\ 3 as Map # 156 +i�"J ��,,6 Z) 0� C� 30 Reference Deed ---_,1tr , ' G • ryt, ate',, -'70 9 0 L. 12041 P. 104 a o`- m 9� Reference Survey Stone \ Q�°���� #235 by Van Tuyl $ Son for ;� =- '�` drive at o E. L. Mldgette 1165 +` mII on' o " 0 1 L [ fid Nlb') , a 1'FE))'--: 0 �, \-0 0 1I �'�. AUG 292012 ' o ►o I ,�l1 deck )' �`, Seuttl:io'J Tenn NM • . I Board of Trustees o 45 5' 1 o z3z 0 6 1 \-(3' Q. IN N 1 _ r 0 r l Frame �' ; CI c� Pie 14, DI-veiling 1 O��1J 4 fl- 10 1 ':' +� L O - _ ��-- 38 r N � A1 cr >` cont I ';1 /2 9N. -' ..,,. ,,' ► f0 -,i& 0. ���aha =t' mon. .., �� Pa)� % :6 '. 4o / ��W�▪0pp atwoa�� yea i N . arllon roO thoe: n 7,of Na �� 1, Now'fork SUM HAfdW�Lst' • ;"'°"a °�,h,...,�..r.oa / ROBERT H.FOX thrms` •' �.I►I NYS PLS#50197 ., n�'p"'" ""�"u.."- #631-722-3390 ,�°`a N.w,n„=,..,:�,g';'��•...� Lot Area = 16,300 +1- sf L oon c..• ,.saw urthcauan don oo ply P.O.Box#538 to �. m Pop a Existing 4 Proposed Structures = v„an Its bo,,„„te u,o ora, ottsia ,,n,,,,n. Riverhead,NY 11901 c ;;„,;„; , „,ll ,,,ten 2631 sf or 16% Adjacent Area Coverage �,�, q,,q.��, Uon>ov not hvufc/mro b methanol biWHona C.,\SLM °coc-1-o O:\'C) SCALE: 1"=30' 0 ,. \ A PA:KMNG I, E po 0-5\ 8 V SPACE G b- N 1 t,r0 6.0 24.0' z 0 o / IU o as Op Z M 2 a rti 4/,4 oo a 0 0 W �'9y a 24.0' O LOT 236 d' "'ci- d' P/O LOT 235 ' 2 P/0 LOT 235 SHED o02 (n 3.6' EAS�oz 1m,.' 18 X D8 to 8�. WOO O -S;, PATIO �/ 27.8. 7 10.5' 74.7. FRg4RY o o �r Np 7220 2 N 3*4V n �n 0 O Nz• 6.5_• o O O 38 0 N N\�'ro � in OO O z ,��o. ���S Dc-50- O <b‘ 0� (),C1 1;;;%'-c, \\"C \\47 0O MAP OF LOT LOT 236 AND P/0 LOT 235 AS SHOWN ON "AMENDED MAP A OF NA SSA U POINT CLUB PROPER TIES... " SITUATED AT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CERTIFIED TO.• CONSTANCE PILNACEK, PLS ROCCO RESCIN/TI PO BOX 53 ST JAMES, NY 11780 N. YS. LIC. NO. 50163 (631) 862-1111 DATE 10/14/14 REF NO. 14-2735 MAP NO. 156 FILED 8/16/1922 TAX MAP DESIGNA TION.• DISTRICT 1000 SECTION 111 BLOCK 14 LOT 018 O PO SCALE: 1"=30' C P PEO '5�6N�/ `- \,\-°\ -- ipAiKING ,„ 1\� 11 Y N1''6 \-_______ 22.0' �i 3 Z 0 � o1. W¢ R o zZ ��r 22.0' 5 O. a • { LOT 236 W P/O LOT 235 P/O LOT 235 SHED :R- N oO 3.6' EA-S-71-\\oz 0, 18.x. his.... .... 8X8 00 V) h WOOD'S—� �t to ry .`-`2 $1. 1. PATIO v 8' f n/] f10.5' lg•1, FR., RY o o� �'� '''' �� 1 L"I I �'' N0 1220 N 0& ! E " [1 DEC - 7 2015 L L F- . / 1 s s' ®i' Q o s$0, a p�1 PO --- n c • BLDG DEPT Lo X00 ToirnQ SI/PI;aD Qo col ,` AA gyp. Itcle b;5 -AA C0( \\°C\ ‘).j 1(i)/1 4a°° , � �`� V.,) b 4 1 MAP OF LOT LOT 236 AND P/0 LOT 235 AS SHOWN ON 'AMENDED MAP A OF NA SSA U POINT CLUB PROPER TIES... " SITUATED AT TOWN 'OF SOU THOL D SUFFOLK COUNTY, NEW YORK CERTIFIED TO: CONSTANCE PILNACEK, PLS ROCCO RESC/N/TI PO BOX 53 ST JAMES, NY 11780 N. Y.S. LIC. NO. 50163 (631) 862-1111 DATE 10/14/14 _ REF NO. 14-2735 FOUNDATION LOCATION 12/5/15 MAP NO. 156 FILED 8/16/1922 "..'�Qs-`L ---` --. 0, e TAX MAP DESIGNATION: DISTRICT 1000 SECTION 111 BLOCK 14 LOT 018 FEB-8-201E 041:06P FROM:ACTION REPAIR 5163771008 TO:16317659502 P.2 1.1 WV 1 _�� �1 COMPL-1 OP ID:RS A t• CERTIFICATE OF LIABIL TY INSURANCE oo®i2o.1 DATE �s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND,(CONFERS NO RIGS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEIID OR ALTER TH r�C�OVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A 1:!ONTRACT+ BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. �i IMPORTANT: If the certificate holder Is en ADDITIONAL INSURED,the pollc¢(r;es) must be endorsed. H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endo anent. A statement alt this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER papT ifs! The Town Agency,Inc. NONWW-' FAX Robert S.Sommer „Eeel: _ (A/C,Nat: 1206 Franklin Avenue Ste 102 ; Garden City,NY 11630 - : ”! INSURER(11);FORDING COVERAGE NAIL 8 INSURt IA:Merchants Mu cual Insurance 23329 INSURED Complete Circuit Electrical INSU qlI�'�I:Ir: I. Systema Inc. INSUlri RC: 75 Babylon Avenue - West Islip,NY 11795 INau IRD: f (NIU TRE: , _ INaurgtRP: (I, COVERAGES CERTIFICATE NUMBER: I; REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE DEO ISSUED TO THE IN URED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF AMS(CONTRACT OR OT ER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY,THE POLICIES DESC (BED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSA ADD.war ' Pouc lRP_ POLICY�„Y XP LT TYPE OP INSURANCE (NAD MD POUCY NUMBER i IMWO IMM/DO UNITS A COMMERCIAL GENERAL IJAaILJTY EACH OCCURRENCE S 1,000,000 CLAIMS MADE n OCCUR BOPI088910 09101!2016 09/011 )16 DAMAGETO RENTED 500,000 PREMISES g oe EAncs) 6 MED EXP(Arty one parson) a 15,000 3 PERSONAL&ADV INJURY $ 1,000,000 GEM.AGGREGATE LIMIT APPLIES PER: III GENERAL AGGREGATE $ 2,000,000 57(1 POLICY❑51a LOC i 1PRODUCTS•COMP/OP AGO $ 2,000,000 OTHER: l� $ AUTOMOBILE LIABILITY ': rp•MagI SINGLE LIMIT $ ANY AUTO li 18 aODILYINJURY(Parpanon) $ AU.OWNED SCHEDULED u p � !j� 80DILY INJURY(Per aGdan) $ ppOPRtD�GE $HIREDALTOS ,1 tiger t it _ S UMURE.A OAS ( OCCUR t i EACH OCCURRENCE $ EXCESS UM CLAIMS-MADE I AGGREGATE $ DEC RETENTION$ _ i'i $ WORKERS COMPENSATION !P PER TH- AND EMPLOYERS'LIABILITY _STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE r— , E.L.EACH ACCIDENT 8 OFFICERMESMER EXCLUDED? N/A (Mandatory In N) I1 EL DISEASE-EA EMPLOYEE 5 DESCRIPTION QF OPERATIONS betas { i E.L.DISEASE-POLICY LIMIT $ I 11 it IA DESCRIPTION OF OPERATION$/LOCATIONS/VEIICLE5(ACORD tot,Addulonal Ramada Sehadulo,mays s afIfmars aehadspace Is .quIran) Re: Rocco Resciniti t220 Little Peconic Bay Road Cutchogue,NY 1193' 1. i, j III r IA CERTIFICATE HOLDER CAa{CELLATION (' SOUTHHO .I S QI ULD ANY OF THE ABI fE DESCRIBED POUCIES BE CANCELLED BEFORE Town of Southold It EXPIRATION DATB' THEREOF, NOTICE WILL BE DELIVERED IN _Al. WITH THE OUCY PROVISION&. Building Department . n, Town Hall AUTI1rkRIZED REPRESENTATIVE Ii Southold,NY 11971 4i4eAt— _II )1 ...49...49ern 1888.2014/�,I`CORD CORPORATION. All rights reserved. ACORD 26(2014101) Tho ACORD name and logo aro rag stored marks of AC;Q)RD FEB-8-201E 04:07P FROM:ACTION REPAIR 51E3771008 TO:16317659502 P.3 • I.4 SUFFOLK COUNTY DEPT OF LABOR. e,( ? UCENSING 6 CONSUMER AFFAIRS y 7 MASTER •! ELECTRICIAN ~= SHAUN W ZACHMAN n 40 ?ThisCertlflesthatthe ! 4ti Qt/ f ,',, caMasSCITMS INCcrnicaL {/ licensed by the Liar.Number __ ._ ryCounttyyyof Suffolk 09!0812015 1 ? TI%hh�CI! �BS�B'1Y1� �_ Cwnlnbnr YM►RA^WOVE 'h _ 09/01/2017o -- 7 p• 016 , , 3,- qi T) 15( ,\,„ -r--.---,,,,L.,,,,,, 9 2Ir ---__---- I tA6al' g Fni ' , SZach51 F II 11 1 A+ l ' • IY • r. t. N C a 1k t1 • Ir i4 1 l 1 r r G • 1 i 1 , FEB-8-2016 04:05P FROM:ACTION REPAIR 5163771008 TO:16317659502 P.1 I ,i1 Certificate of Attestation of Exemrntion c,,-;., ; " From New York State*kers' Compenation It(_.,.�;,;_ and/or Disability Benefits Insurance Coverage .,ter,..r�.I`v. **This form cannot be used to waive the workers'c;mpensation righ 1 or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability benefits insurance is not required. Tie applicant may NOT use this form to show another business or that business's insurance carrier that swab insurance is nohirequired. Please provide this form to the government entity from which you art requesting a perri,it,license or contract. This Certificate will not be accepted by government officials one year after the date print rid on the form. In the Application of Busin i Applying For: (Legal Entity Name and Address): L Ele ricaf Permit SHAUN W.ZACHMAN From:TOW bF SOUTHOLD 1a DAA:COMPLETE CIRCUIT ELECTRICAL SYSTEMS INC. 75 BABYLON AVE WEST ISLIP,NY 11795 The location o'.where work will be p rfonned is PHONE:631-918-2851 FEIN:xxxxx5on 1220 LITI'L PECONIC BAY BL D,CUTCHOGUE,NY 11935. Estimated dat necessary to comple work associated with the building permit are fro :: February 3,2011 to December 31,2016. The estimated Lollar amount of projit is $0-510,000 Workers'Compensation Exemption Statement: 1� The above named business is certifying that it is NOT REQUI 'IED TO OBTAIN i EW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANC (COVERAGE for a following reason: The business is owned by one individual and is not a corporation. Othe ;than the owner,th ie are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteeth(including family Members)or subcontractors. r ii li 1 1� 1 1 li Disability Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAINif/NEW YORK STATE STATUTORY DISABILITY BENEFITS INSURANCE COVERS GE for the followi g reason: The business MUST be either. 1) owned by one individual; OR 2) is ti partnership(inclu )ng LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or .'',Aro person owned 41-potation,with those individuals owning all of the stock and holding all offices of the corporation(in a two persor :owned corporationach individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the bu mess does not require disability benefits coverage at this time since it has not employed one or more individuals 041 at least 30 days i Jany calendar year in New York State. (Independent contractors are not considered to be employees under the 1?s';ability Benefits Lkw.) it I,SHAUN W.ZACHMAN,am the Sole Proprietor with the above-named legal eilltity. I affirm that duel°my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestal ion of Exemption. 1 ftereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certifi :ite of Attestation of emplion under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment tt�•,ll subject me to felo criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New Yr_rk State laws. By su 'milting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circu estances change so t t workers'compensation insurance and/or disability benefits coverage is required,the above-named legal entity will immed itchy acquire appropr ate New York State specific workers' compensation insurance and/or disa=ility benefits coverage :r d also immediately ;,tmish proof of that Overage on forms approved by the Chair of the Workers'Compensation Board rII government entity l above. I Ala -Ai;, SIGN HERE Signature: AIMNEr pate: 3 p yyc�r:`; ,t. 1b'Ifi � ,: .t k ` +. ' ` �'• . , l ' ,• ' r,. si u'w.,, ! �' ,,';, '` .•, '., • ...uTa , `N Worke t+. natlolnHoayd• .; ' . va 'rI CE-20012/2008 i� li Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less th p 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and insta1a ions,_a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15. /NewDate. ‘4ti / 7 9 .0/f--- New Construction: 2 Old or Pre-existing Building: (check one) Location of Property: 2. 0 L t- Go G �1:, �r�` ' House No. Street Hamlet >Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ( I ( Block 4- Lot Ot Subdivision PO, Filed Map. 1 SC f, Lot: z Permit No. (C/3J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ vUj ot€74... Applicant Sit ature REVISIONS: Gf- \L:7 4v.1 1\10T1- 5 : , . T4:4::k -PT' ([7rITAL ' 1 ,11► I. THE WORK SHAT I PE IN CONFORMANCE WITH ALL 12. ALL CONSTRUCTION DE15RIS AND REFUSE SHALL 15Er APPLICApLE CODES AS WFI I As ALL ASENGIES REMOVED FROM ThE iUILDINS AT THE END OF EAGh hAVINS JURISDICTION. ALL PERMITS WILL ISE SECURED WORK DAY AND I FSALLY DISPOSED OF OFF THE f .Y THE CONTRACTOR WHO SHALL GIVE ALL NOTICES PROPERTY. NO 15URNING OF DEi5RIS OR REFUSE IS QUIRED ICY LAW AS WFI I AS PERT=ORM ALL PERMITTED. KUt ' U, - 7•z� -�� � r� j TESTING AND INSPECTIONS AS REQUIRED. NO WORK ' C SHALL 1iEGIN UNTIL ALL NECESSARY PERMITS ARE I . ANY EXISTING SERVICES UNCOVERED 15Y 6U1 I INS OR ISSUED. IN ALL GASES, THE MOST RESTRICTIVE DEMOLITION OPERATIONS W1-11611 INTERFERE WITH THE ./ ----- -_ LIMITATIONS OF ANY APPLIGApLE GORES ShALL E NEW CONSTRUCTION' AND WHICH ARE REQUIRED TO •"' FOLLOWED 15Y THE CONTRACTOR. U - �E MAINTAINED AS AN INTEGRAL FUNCTION OF THE �j' s 2. THE CONTRACTOR SHALL VISIT THE PRO T SITEUILDINS SHALL E RELOCATED TO CLEAR THE NEW /�a _.__._C 14 G'`� \ • (3 V - JEG TO CONSTRUCTION. H = > FAMILIARI7F HIMSELF WITH EXISTING CONDITIONS AND • / �1� G- d ��TI 0�1 . TO VERIFY AI I DIMENSIONS AND CONDITIONS OF 14. WHERE EXISTING CONSTRUCTION NOT PART OF ThE / 13 �"� .C� - \T ` LITTLE PECONIC BAY ROAD Al _ D z EXISTING 13UILDINS AND SITE. IN CASE OF ONT T 5 S Ev eF, C _ " _ .__ _ , _ U b U DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS ThIS WORK, PATCH AND REFINISH TO MATCH lrL___ 'O0" � u� 3�°3r0 —. Q W z AND ACTUAL FIELD CONDITIONS. THEY SHALLE ORIGINAL CONDITION. Z REPORTED TO THE ARCHITECT. IN WRITINS FOR 135 C .. Q. )4,40-1,-..-44. e . .-1 CORRECTION. WORK DONE AFTER THE DISOVERY OF 15. WHERE THE CONFLICTS t5ETWEEN THE CONTRACT / .J DISCREPANCIES AND PRIOR TO RECEIPT OF WRITTEN DRAWINGS SPECIFICATIONS APPLICA LE GORES THE I 1C..• , '` �- GOA d- X PI- / APPROVAL FOR CORRECTION SHALL PE AT THE MOST STRINGENT REQUIREMENTS SHALL APPLY_ �q b8! --� PARK/NO �- z m CONTRACTOR'S RISK. NO ADDITIONAL COST WILL 15E m -' d- ADDED TO THE PROJECT RE TO CONTRACTOR'S 16. ON DRAWINGS, DIMENSIONS hAVE PREFERENCE OVER 5O°31'I�° / (n Q x OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. s%ALE. / �iu:s7 _ U O �• '�' NEW TERR., E WALL SEE z �, m 3. THE CONTRACTOR SHALL COOPERATE WITH OTHER II. ALL WORK SHALL 15E EXECUTED IN ACCORDANCE WITH /! 2{ CO z =°Q . -Y.,o / DETAIL ON SHEET 5P-I = w CONTRACTORS AND ShA1 I LAYOUT AND INSTALL hIS THE 15EST ACCEPTED TRADE PRACTICES AND AS PER / _ __ ` o Q < a. WORK AT SUCH A TIME AND SUGh A MATTER AS MANUFACTURER'S RECOMMENDATIONS. 1 .. .. i _ - a c /..� NOT TO DELAY OR INTERFERE WITH THE CARRYING _ _ _ _ _ _ 1 " " 20 0 FORWARD OF THE WORK OF OTHER CONTRACTORS. I8. SUpMIT SHOP DRAWINGS AND SAMPLES FOR AI I - - - - -J ,, .o �: ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. _ ___ /- �S. p'4�K � � l ANG S 4. THE CONTRACTOR SHALL PERFORM HIS WORK SO gl - 6.. *�-��► '°Acz o THAT A MINIMUM OF DISRUPTION IS CAUSED TO Ici. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, - j.. NEW GONGRET� .44,40 '�4�� a. • • .Q-� THOSE PORTIONS OF THE PUILDINS WHERE THERE IS AND EFFF6T ALL UIRED UTILITY SHUTDOWNS IN APRON ,,���. �`�” , ',-;",..,•,,, / 1 NO WORK. COORDINATION WITH ThE OWNER. TWO WEEKS PRIOR _ _ �F � �, °�`��'��' ,� ti, ,. `'�' • V-1;����t� ,:�'t•"M�it+r~:.1.2mv�,��.s`�;:��'�„1a'��e"r:�•r4.j;b�� NOTICE SHALL PE RE UIRED. � � '._ -,._. '' 4 «�.4;, '.t rt;,t;,;.. Yp } ;,; ,,: .:. / Q � .'�t Fel' ��I:i!'h �,.,�^�''�� ���Y�:��%li:fir•;N:�r�..��f. t C _ �,r� :SKY, 'x�,u �':ly ',,::•w�y�;;y 4x'r� ;i..t'�.,;..+.�li�"J` O 5. ACCESS TO ALL AREAS OF THE f)UILDINS SHALL E ryry..r+ 1) UI R .i./� rhe 1� • � .SNL �='"'��t',n,'S_,-•f«,ir�::.'��,,„f:. �r�.�"�,;+��r;�;'�'"t' 1: (' � `Y'� J — �1� O • t �i ,.V; llz �3' rs n �w G{ n �L COORDINATED I3Y THE OWNER. 20.PATGh AND REPAIR AS REQUIRED EXISTINS DAMAGED / z o H ,. /�j arr �F, .: U ›...c - r)C) f-\-- CONSTRUCTION IN AREA OF WORK AND WHERE - • . ...-- ' ' `� 0 � �:,a.,. z CONSTRUCTION OPERATIONS SH DIST W W D • • YARD '7 W I3 COORDINATED URED PY NE ORK ALIGN AND ftEN NT SETB101,0„ .,^'x,,, :,.: c3 6. ALL E �Rp ; :}M4.;+. ,. ,y :;',. ,: .�.. AT ALL TIMES WITH THE OWNER. DAMAGED CONSTRUCTION WITH ADJACENT IST S tiL r.�o�''t' 4'•%, ,+ • t;,+^ 'y`'ti: GON RUG ON I H JACEN EX IN D1. n Lu SURFACES. 4! V .�a,, �+ r x ; 1':j�.;rt.;.:i,:�.,fM1'iry"'i,' .'''' ^.°�'ll'I1•::7;f$f.'4;Ch *1' 2 z 4114 1. ALL EXITS SHALL f2E KEPT READILY ACCESSIBLE AND '� r / Lar . 6 0 4' W 0 UNOBSTRUCTED AT ALL TIMES. 21. FINISH FACE OF NEW WORK SHAT l ALIGN WITH FINISH X36 \ • :: - ` �4► 4 ULLi FACE OF EXISTINS WORK. • I-- ' *11 ILI p • CD 8. THE TERM TO REMAIN' IS USED TO INDICATE THAT AN ITEM IS EXISTINS AND NO MAJOR WORK IS 22.DELIVERIES AND REMOVALS SHALL BE AS DIRECTED Oq q __._ • • ....._ . • S SBTBAGK �"`'" --.:'',1,44,044P4,400! " . .t,®� ,12, $o �-- -i 0 0 �, , . - --- / ' z REQUIRED, HOWEVER, THE TERM DOES NOT PRECLUDE BY THE OWNER. . .___4(941.4:3,:, ...i....—__. ' .. • - r U PATCHING, REPAIRINS, REFINIShINS, ETC. U -� 25.SLL FRAMINS LUMBER SHALL MEET OR EXCEED THE % , / (f) O U cf. WHEN PATGhINS AND REPAIRING ARE CALLED FOR 13Y FOLLOWING: F = I200p s i , E = I,7GO,000 • _ ,� CZ N THE DOCUMENTS, IT IS NOT TO BE CONSTRUED THAT o 4/ PYOLor 6'THESE A ONLYES WHERE 5 WORKIS 24.JOIST HATERS TO I3E TECO' OR E UAL FOR AI I m l Lo 0 hE E RE THE PLAG RE UGH Q ,�p \� a3 vREQUIRED. FLUSH STRUCTURAL CONNECTIONS. / �' r $10. ALL. PATO-INS AND REPAIRING OF SURFACES IS TO 25. PROVIDE hEAPERs MIN. 2"x8" U.O.N. OVER ALL 111\ /� N . E DONE WITH MATERIALS AND WORKMANSHIP TO POOR AND WINDOW OPENINSS SUPPORTED BY /(:).5, . 61531. / . MATCH ADJACENT SURFACES. DOUBT F STUDS AT EACH SIDE. , i5,.71 •$, / 0 ID 11. REMOVE AND PATCH EXISTING WORK AS REQUIRED TO 25. NEW WINDOWS TO BE BY ANDERSEN, 400 SERIES, oo 8 p/O Lor ACCOMMODATE NEW WORK. TERRATONE COLOR IN EXISTINS ROUSH OPENINGS. m o� / X 8 .23.5 Or) fN �' / EX. DWELLING •• p'�r�o nSt o z / I z Lil / ��'` r° . . LLIz • • / / til ZQ q / U 6 / tOil- L' J • / V34.0, � * lt-1 p Q.._/ .,l z Iry0' DEADMAN6X6 WD RAILROAD TIES .a_ w w 1w - Y'II ��.= � Id EII� �' 11 c`11 PROVIDE CONTINUOUS J1 , 41&414=1-= ' GALV. STEEL ROD 4'-0"O.C. " (1-AIIdI -III- ra / . r / -43°p6 OO w I i I: w w r.� (TYP.) 5 • DRAWN: R. JUAREZ w w - - - — it= _ Ci1ECK: J. SBALGIA —ILII-�,L- c — L�I I=1E1; \ _, -,,''� SCALE: AS NOTED • 7.7_7"--=7.---AL� -rl-I -I DATE: 5/10/2015— UNDISTURBED SOIL =c 1,............=11.17 �6, �'' • SEA � '= - =1 I I= = L____ 1 c► c .. :*''''''' c c c ri I WOOD .,,2°' '4::::-. 4104,7,;\477‘.:1,4, . , r. --r-71-111--1, \'�T`r k :14t.‘"(1711°°"P.„ 4V4 1 w w NOTE. ,�,. •�3 Qn .�� -I'il' HORIZONTAL TIMBERS OR RAILROAD TIES rV w w w — ii DRIV"E ROD THROUGH VERTICALLY AT 41-0" Oji POCK ''II:76,1* — O.C. IF SOIL IS ACTIVE OR IF MORE THAN 3'-0" • W ;, 1= * OF SOIL IS BEING RETAINED.CONSIDER A v�0111S1‘5 ::� , "DEADMAN”AT±6'-0"O.C. SHEET NUMBER: PLOT PLAN TERRACE WALL DETAIL is r.°,'. SGALE: 3/4"-I'-O" SCALE: I"=10'-O" ,,;� 1=3 REVISIONS: GENERAL NOTES: I. THE WORK SHALL E IN CONFORMANCE WITH ALL 12. ALLCONSTRUCTION DE I5 AND REFUSE SHALL ip � G OR GE GON RUG BR N BE APPLICABLE GODES A5 WFI I AS ALL ASENGIES REMOVED FROM THE DUILDINS AT ThE END OF EACH HAVING JURISDICTION. ALL PERMITS WILL BE SECURED WORK DAY AND LEGALLY DISPOSED OF OFF THE 1220 LITTLE PECONIC BAY ROAD, CUTCHOGUE, IVY BY THE CONTRACTOR WHO SHAT 1 SIVE ALL NOTICES PROPERTY. NO BURNINS OF DEBRIS OR REFUSE IS REQUIRED BY LAW AS WFI I. AS PERFORM ALL PERMITTED. • TEST-INS AND INSPECTIONS AS REQUIRED. NO WORK SHALL RESIN UNTIL ALL NECESSARY PERMITS ARE 13. ANY EXISTINS SERVICES UNCOVERED BY GUTTING CR 155LED. IN ALL CASES, THE MOST RESTRICTIVE DEMOLITION OPERATIONS WHICH INTERFERE WITH THE in LIMITATIONS CF ANY APPLICABLE CODES SHALL BE NEW CONSTRUCTION AND WHICH ARE REQUIRED TO LOL- FOLLOWED DY THE CONTRACTOR. BE MAINTAINED A5 AN INTEGRAL FUNCTION OF THE I- U - UUILDINS SHAT I BE RELOCATED TO CLEAR THE NEW UIji - 2. THE CONTRACTOR SHALL VISIT THE PROLEGT SITE TO CONSTRUCTION. L > FAMILIARI7F HIMSELF WITH EXISTINS CONDITIONS AND LITTLE PECONIC BAY ROAD ° v U • TO VERIFY ALL DIMENSIONS AND CONDITIONS OF 14. WHERE EXISTINS CONSTRUCTION NOT PART OF THE EXISTINS BUILDING AND SITE. IN CASE OF CONTRACT IS DISTURBED DURING THE EXECUTION OF X U DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS THIS WORK, PATCH AND REFINISH TO MATCH 636p0�1...--- Q 0 ILI AND ACTUAL FIELD CONDITIONS. THEY SHALL BE ORIGINAL CONDITION. tk51 I15 REPORTED TO THE ARCHITECT. IN WRITING FOR Q i CORRECTION. WORK DONE AFTER THE DISOVERY OF 15. WHERE THE CONFLICTS BETWEEN THE CONTRACT al DISCREPANCIES AND PRIOR TO RECEIPT OF WRITTEN DRAWINGS, SPECIFICATIONS, APPLICABLE CODES, THE X CD I- APPROVAL FOR CORRECTION SHALL BE AT THE MOST STRINGENT REQUIREMENTS SHALL APPLY. '1q 6a�------- '1 •• pp 'N6 Q _9 c CONTRACTOR'S RISK. NO ADDITIONAL COST WILL BE ,r •cY ADDED TO THE PROJECT DUE TO CONTRACTOR'S 16. ON DRAWINGS, DIMENSIONS HAVE PREFERENCE OVER 1y,0'31x10 1: / Cn ZQ x OVERSIGHT IN VERIFICATION OF EXISTINS CONDITIONS. SCALE. • w NEW TERRfE WALL SEE z m 17. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH / '� DETAIL ON SHEET SP-I L N O 3. THE CONTRACTOR SHALL COOPERATE WITH OTHER • CONTRACTORS AND SHALL LAYOUT AND INSTALL HIS THE BEST ACCEPTED TRADE PRACTICES AND AS PER o •• -) Q a- WORK. AT SUCH A TIME AND SUCH A MATTER A5 MANUFACTURER'S RECOMMENDATIONS. q / /-� o NOT TO DELAY OR INTERFERE WITH THE CARRYINS / V . 2Oo FORWARD OF THE WORK OF OTHER CONTRACTORS. 18. SUBMIT SHOE' DRAWINGS AND SAMPLES FOR ALL v., ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. �"'‘ l p/AliK/NG gp 4. THE CONTRACTOR SHALL PERFORM h1S WORK SO / � NEW CONCRETE 601 � d`A��� .. RGA QOM THAT A MINIMUM OF DISRUPTION IS CAUSED TO I . THE CONTRACTOR SHALL COORDINATE, SCHEDULE, APRON -� 4r�' plA1F��4►..;" m . / TH05E PORTIONS OF THE BUILDING WHERE THERE IS AND EFFECT ALL REQUIRED UTILITY SHUTDOWNS IN *411,1+4,4 �-,,;i''',.,, ----4 0 NO WORK. COORDINATION WITH THE OWNER. TWO WEEKS PRIOR 1�e� / Q NOTICE SHALL BE REQUIRED. / °' �" O 5. ACCESS TO ALL AREAS OF THE BUILDINS SHALL BE o -- •• •• `A 3 ' , `r`p�'i`` ,t LLJ DZ cz COORDINATED DY THE OWNER. 20.PATCH AND REPAIR AS REQUIRED EXISTINS DAMASED _ - / 9A, S :,5, ,;: U >- CONSTRUCTION IN AREA OF WORK AND WHERE0.''s" ,. P.'1,r`' Z Q >- 6, - 6. CONSTRUCTION OPERATIONS ShAI I BE COORDINATED DISTURBED BY NEW WORK. ALISN AND BLEND _ • _._ FRONT YARD . •666a.R m AT ALL TIMES WITH THE OWNER. DAMASED CONSTRUCTION WITH ADJACENT EXISTINS FD •/ T°N " $ - S S. J a ,�':v,..,:;.- ..• •..a .ter' ,Vf J1 I IDE �T �/ 'e'S, '1,•:.,, yde�,.-,,a' - •.�'y�tV' , W 0 1. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND V~ I / Lor�36 .;,,` ''''',` ' , .at (U �j UNOBSTRUCTED AT ALL TIMES. 21. FINISH FACE OF NEW WORK ShAI I ALIGN WITH FINISH ��� • '14444404,4P01041 0 D FAGS OF EXISTINS WORK. -- 40 �4����$ / H w 0 8. THE TERM TO REMAIN' IS USED TO INDICATE THAT AN ITEM IS EXISTINS AND NO MAJOR WORK IS 22.DELIVERIES AND REMOVALS SHALL BE AS DIRECTED �O _ . . ___ • • - _ • 5 pE YARD gE1 BACK / • a�al o z L REQUIRED, HOWEVER, ThE TERM DOES NOT PRECLUDE BY ThE OWNER. t- PATChING, REPAIRING, REFINIShINS, ETC. U 23.SLL FRAMING LUMBER SHALL MEET OR EXCEED THE 48) , / W 0 0 .a. WHEN PATCHINS AND REPAIRINS ARE GAI I FD FOR BY FOLLOWINS: F = 1200ps i, E = 1,70,000 w oL N ThE DOCUMENTS, IT IS NOT TO BE CONSTRUED THATi - THESE ARE THE ONLY PLACES WHERE SUCH WORK IS 24.JOIST hANSERS TO DE "TECO" OR EQUAL FOR ALL n. ,�a ` l pyo--or235 e' • REQUIRED. FLUSh STRUCTURAL CONNECTIONS. te / ti ,� Si, / 10. ALL PATGhINS AND REPAIRINS OF SURFACES IS TO 25.PROVIDE HEADERS (MIN. 2"x8'' U.ON.) OVER ALL / N BE DONE WITh MATERIALS AND WORKMANSHIP TO DOOR AND WINDOW OPENINGS SUPPORTED BY /°S' / MATCH ADJACENT SURFACES. DOUBLE STUDS AT EACH SIDE. 4,,, Q/ / I I. REMOVE AND PATGh EXISTINS WORK A5 REQUIRED TO 25.NEW WINDOWS TO BE BY ANDERSEN, 400 SERIES, m� 8 X 8 p/o DoT 23$ ACCOMMODATE NEW WORK. TERRATONE COLOR IN EXISTINS ROUGH OPENINGS. 00 / hop; • o z / 41, EX. DWELLING - pArio -4 U..1 / / tc:,, 8 o / o CD h- oz O J 6S' z p 0." / ° / ji" .. DEADMAN 6X6 WD RAILROAD TIES 1" I==\//�- / •�I L _ •-m-.1111 A111 1�_ iII-11-11 7T PROVIDE CONTINUOUS 1 L11. 1=111= ^Yi C= 11- -'ll. GALV.STEEL ROD 4'-0"O.C. / "Ofo�0 _ it i y h3 DRAWN: R. JUAREZ �I i •11.__ I_ 11._1111_ (TYP.) 'ij1 p� ( ) s CNEC .: J. JUAREZ 11. =1I :11♦ (C 0 SCALE: AS NOTED 09 II II Il l11 = _ _ RECEIVED DATE:, 6/�101ZONl 5 11=I1-11-II- 111= 11=11 17mil=elrek. -, KNE ° 50.- -1,�t A , UNDISTURBED SOIL T�11=INI=1=_�IIM=il IIM � n �_r-n �r � / L....... woo>7 a��6' UM 0'S ,fir .. a` �I=.�1171 ���I '' • -- An%i1r.‘ 0) ,...';4f la= . NOTE: 543°4\'' p O -BOARD OF Pi'EALS All=7=1II-1 HORIZONTAL TIMBERS OR RAILROAD TIES. 9111111° .11�IIII;1-INTI- DRIVE ROD THROUGH VERTICALLY AT I'-0" woop noGK Ej�Jn °� I°' O.C.IF SOIL IS ACTIVE OR IF MORE THAN 3'-0" X' k ,31 i� Bldg Dept copy from ent �1 ` . `�� - OF SOIL IS BEING RETAINED.CONSIDERA Final reviewed documents "DEADMAN"AT t6'-0"O.C. ZBA File# EZ4ViDelti Date: / / ', ; r. PLOT PLAN TERRACE WALL DETAIL SCALE: 1"=10'-0" '''''''N it 01 SCALE: 3/4"=11-0" ` ' REVISIONS: B A-8 ' 1 3E-01 1 I 37-0" / in L.0 r.-- H 6 - ,....,...,:,;..,..,::.:,,,.,,,F1'4.1,?%..11...;,%:;;.•!.t4.,...;:::!...7,i i!.?.:1-.'•:'1;:t.•I.•f:•;',:'v,••4,k.'";•::!;."::'':%.:;%!•.i.:'..4.,:;t si''',14;,r.', '4...-.::: 1.;. 7 .,:.. 7 i ILJ r >2. -:.: t•., I--- ( ) --,. •- ... WitaW17 FORJED ....F I 711 < r ix- .,, :...:. Os CONCRETE FOUNDATION N/ 0 < lid 2 ... ::, r CONTINUOUS FOOTINS •.. Y.. . ;.f .4 --........................ •.: .i: /e. .,.. e. %;.7 DOUBLE TRIMMER 1-; .....1 1— ... A . A. b NO1Y0 STAIRS Pi/34'--------- n-n N1614 RA1L1146 < (r) Z CO ; .1: ft.. ;,': 41:i)i _./ o eryp4X4 1•10cf P052) T (9 - XI- •l' Allak Arik 'ir to .cz _ rA __ __ ::L__ _ 1 14a.e._ (...) 0 '• :•••:,' Jl,. NEX 4'00W.RETE SLAB `':: Irai II DOOR OPERATOR VP z EL- ,13 (3)6ARAEE 4:)i' 111 • :''• oN MADE .1-',: VI Ax 0 2 9 ,.. ,.. , /- ..,s• r -1 r 1 1- 7 .... ..ii.. ,... r.' I n• I ii. 11: ... ..,-, I I I • :. L. __I i.,-.. 4X4 kV POST(VP) PNI 1 8-05(8L0' er-ON8.-0" 6Lcrxe,Lo. L._t,•'... 7i.:: 1 I 0 —1 ,.. i... OARA6E POOR EL GARAGE DOOR 1 GARAGE POOR ID < N. (2/2712 17F.X7157- — (5-I-2X12+EAGER — (2)2XI2 HEADER— u_i 0 sz 1 l'-8"I 1..4 9'4" /14 8'4" I'IA"I 0 cz 11,4 li " 1,14 -0 < >- LLI ea B (f) Z Z GARAGE 1ST FLOOR PLAN A-8 GARAGE 1ST FLOOR PLAN11.1 0 CV 0 Lu ILI SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 0- 0 I- Lii 0 ( ••1 1L2 '•••-, _.J D (n O0 • LLJ c\I CV B RIDGE VENT A-8 2"x12°ALUM. oth,, TOP OF RIDGE / 1-2%x"X1212TRA"LFTEVL R5RID.GE161r O.G.V , ENT BEYOND 30.-0" `'w 1r.-4 1/2" / / P . 101111 / 11.-8• / / _, Fl .1 II 11 II I, II Z ., IIIIIIIIIIIIIIIIIIIII ASPHALT SHINGLES(AS SELECTED 0 2X8 RAFTERS —12 BY*01AINER)ON 15 LB.FELT ATOP i1 1 1 1 \ ____ • 0 lb"O.G. 4 1/2"PLYWOOD SHEATHING ali (I) (2)2X10 (1) (2)2X10 11.1 _ MI LLJ f DN 7.0.reliF I 'it `I) STORAGE 8- AM PROVIDE LATERAL BRACING BETHEEN EACH JOIST. Ili (.n cp ILI -tii- fi PROVIDE CONT. FLASHING -144IWAI ICE 4 HATER si-eup TO 2-0" BEYOND HARM SIDE OF WALL g < (f) Z Z — 0/4"PLYWOOD 23 it r3 0 0 z .D SUE-FLOOR OVER ‘INNIV; (Z § 0- = / ii 0 : o \ N." ;.-- $9271 3F/140.0R F.F.E. _du, TOP PLATE '9 cr 6-11* ,. 4 FLooRJOI,T, -..ii ;.IIIIMNIMIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIII. illoi• i HP.131..00KIN6 AS RECAP. ALUM.DRIP EDGE ALUM.GUTTER 4 LEADER a_ L14 cl gE Z l.) ..b"4111 0 . _- a) [ DOUBLE 2X4 TOP PLATE Inn&, -1 LL yo 4X4 hi,POST 4X4 MD POST 12"1^1180 T.J1'5• 12" B (TYP OF 2) 13"4x12"WI_RIME BEAM (rep or 2)---- 1 ___ B2 W “ 0G.FLOOR JOISTS (I)LAYER OF 5/8"rrPE "X" AZEK FASCIA BOARD"x8RAFTERS a 16'0.0. GYPSUM BOARD ON CEILING, , CD \ AZEK SOFFIT H./SOFFIT 4zo. w (I)LAYER OF 5/8"TYPE "X" VENT < GYPSUM BOARD TO EXTEND 0 I ll 7.1 0 TO UNDERSIDE OF ROOF HOOD CLAPE3OARD TO MATCH EXIST1NE' V K.11 --lhibn II GARAGE .ill,\ 6) 1/2"PLYKOOD SHEATHING ON DRAWN: R.JUAREZ 4 2x4 K2.STUDS a 16"0.0 klib.... \ ....MIK b •Nliii._\ ilik-41 —i I 2X4 P.TREATED SILL PLATE. PROVIDE TERMITE SHEILD 4 HOUSE WRAP ON EXTERIoR SeHEAIDE TOHFIN;LYHOOD CHECK: J. SE5ALGIA IIIIIIIIMIlir / NEH Tx10'RR ; / NEH 2"x10"R.R • lb"0.C. • lb"0.0 / Nam 0.. ___,._4,..., SILL SEALER(TYP) IIIIMPr 11MM 12"MIN TO HOOD RAILING 4 STEPS BEYOND 4"GONRETE SLAB ON 6°MIL V.5. 5DACTAtLE: :_A..55/1 07275 1111Wr 11111111111111111 (GRADE . . 5/8"DIA.ANCHOR BOLTS a steit5, . 4,i,:in i I i I IF-''''•••.. lillir N _ 0 (2)2xio 0 14111011 ob 1ST FL FFE ' A .i i 5'-0"O.G.. . X.AND MAX. 12 0,9 111111111111111111111 1111111111111111111 '4' 00" FROM EACH CORNER-----tRADE VARIES DPP Aitilit-etillil::11.tilallEtIllEttelpifilARRT.I1VAltlillalaratar:Agatfla±-:": Ana= . / q ja . q>, . 11 11 1 1 II II 1 1 11 II 11 II II I il Li 1 ii il ii II 1 ii II it II ii z --rig 1.'---101141F.:.7.-1' ' ' - '-'1-r"-R=P- = = =7=4=r. 1:=TirFirjoirp-Aommi--koirou=„roiroui ..'.- moir..4 . ,Otif , 47,.... ., EQ. EQ. X 116-1117, -7H=IIP -11#111i II- : mIll-I 8"POURED CONCRETE , / n=11 11011= 1=If=111:••• 1 1.4=11- FOUNDATION INALL.(TYP) b ' =Wm 1=1^ - I m11=-•• .. B 16 11011abd. 11, =ff= allataiglia- " " ' Af • ''':;'''''i'' i A-8 2X4KEYWAY- -111111°A rall=114-011 =TANA '1E=11=1 1= 4 GARAGE 2ND FLOOR PLAN -p= - GARAGE SECTION - A 8"X16"DEEP GONG.FT6 \ ' ' Tiletq f F •• 44' SCALE: 1/4"=11-0" SCALE: 3/8"=IF-QR Bldg Dept copy from ZBA Final reviewed documents ZBA File# A Date: / / REVISIONS: ARCHITECTURAL LOUVER AzEK TRIM ARM, AZEK TRIM AROND WINDOWS(TYP) WINDOWS(rrr) _ _„, TOP OF RIDGE A TOP OF RIDGE — --- ilriN 71/2 MI ■I .. 1111.1.11111111111111k. NEM . _ gum mom 11111111M\ _ ■I ■ MINIM I =ME MIN - NW y■ lmipLn CD, N. - 2NDFLFFE �im, 2ND FLFFEnn U U 11-1 --- --_---- -_ D'•11 3(4'AFF ALUM SUTTER R 9'-11 314'AFF v I- k W = 1 - - Z ,,,, _a r OC �' w DEcoRArvE eRAuer. A �IN�;M�' � 111,1111111111.1.1 �� U TO BE SELECTED BY — 11 .�I� 1I♦ - I ■���I♦I■ — DEcoRA17vE swiuKET. OWNER = ] _.—.. .t — 0I+ER 1ED 81' ■■ L' Q O Z 1 y _ ALUM.DOPNSP VT Nimminiiminimis Im■■ � IZ C AZEK TRIM AROUND - - — P d� GARAGE DOORS(11'P) ._ _ � _ — moommmiummums siiimmommimmmi i z m 1ST FL FFl: �_ 1ST FL FFEF, ID x r _ / GRADE VARIES% ■ GRADE VARIES ' � Q O COPLAY GARAGE DOOR LIGHT FIXTURE(TYP OF 2) z V (TYF'.OF 51.To BE e e•CLAP BOARD LIGHT FIXTURE 1•400121•40012CLAP BOARD SELECTED BY OVt,ZR SIDING TO MATCH SIDING TO MATCH O Q O GARAGE FRONT ELEVATION GARAGE SIDE rEVATION (DOTING SCALE: I/4"=I'-O" SCALE: 1/4"=I'-O" 12'x12'ROOF ,= TRIM AROUND AZEK TRIM AROUND VENT fly!:OF 2) WINDOWS(TYP) WINDOWS(TYP) TOP OF RIDGE 66TOP OF RIDGE 4,----- --- n - 1r41/2'y 2 12 1T41/2'Y . Al 1111 ill III III Z ii I O W — W - ■ll TTOOC.�ORq � Lii 0 ■■■ z AWMI / • 1- U I5 I Cr) p U W^, N 1ST FL FFE k ISTFLFFE LZ C\1 I I / a-o•AFF I 0-0'AFF GRADE VARIES, GRADE VARIES WOOD CLAP BOARD WOOD CLAP BOARD SIDING TO MATCH SIDING TO MATCH EXISTING EXISTING GARAGE REAR ELEVATION GARAGE SIDE ELEVATION CO SCALE: I/4"=1'-O° RIDGE PENT SCALE: I/4"=1'-D” 1 IRIDeI2"LVL RIDGE BEAMZ O W RI G 1 z oU 3 O Z �' w J 5/4"PLYWOOD = W SUB-FLOOR OVER B c AZEK SOFFIT W/SOFFIT W o VENT FLOOR JOISTS = - i ET . -- - -------- ------- ------ ---- ------- -- --- ----------- - --- - - - - 1 M ia Min ____.'Nu ii oh (I)LAYER OF 5/6"TYPE "X° 12"WISO TJI'a w 12" TOP OF PARKINS GYPWM BOARD ON CEILING — AREA OG.FLOOR JOISTS — DRAWN: R. JUAREZ EL. IS I CHECK: J. SBALGIA _ (I)LAYER OF 5/S"TYPE "X" -1111 1-111 II GYPSUM BOARD TO EXTEND TO SCALE: AS NOTED JI-11. II="11 WOOD CLAPBOARD TO DATA , 5/L 0/20 15 --ISI SII 11. n� - UNDERSIDE OF ROOF 11=11=?11=1W- \ in WOOD RAILING i MATCH EXISTING .11F-11=114 1�m11. - STEPS BEYOND 1/2"PLYWOOD SHEATHING ON . Ss t'``� c'� II�Il 11=11.- \ EL. I6 a ��1 19r�TA w ���� DEADMEN 2x4 WD.STUDS m Ib"O.G. ✓ -Ilnngl. -IiIIk I I - —� 2X4 P.TREATED SILL PLATE. ^� . -i1 I= 11: bXb RR \ PROVIDE TERMITE SHEILD t SILL HOUSE WRAP ON EXTERIOR 7111 if- 1=n: TIES.SEE 111 \ SEALER(TYP) .11• h11• r.il DETAIL ON I= = SIDE OF PLYWOOD •n011 :11 I�I�IE5HEET 5P- a1 `Q QyEL. 14 4"GONRETE SLAB ON b'MIL V B. SHEATHIN5/8 DIA.ANCHOR BOLTS® . 1fc11=11 .II- t ll.�.11r11-11=11. °1 \ \ S :.:. V-o" o.G.MAX.AND MAX. 12"Ir uE r=a=1�a=a=n= , �i �1=71 1� 1 11=11 11=11•.11=11 \ EL. 12 MIN TO FROM EACH CORNER •a��' FA 111= 11=11:71#Ir=71=11= 0 ` 7r Il IC JI=JI I I I�'.I. Jlr-JI I � - - _ _ - - I n ' �11 --11� _ -'-n-ai n - JI- • .11-11. n-II--11-11= unu-n—u—n-n u-u- -.11l-11-1"-1 gats tz f a:n . iikl ii tikrnlu t-�u= -tt u .-kiATI,�n,",,�.:y�. g. g. fa -t.R -n-In.gg-t1. .1n� - =a r I.=.�1-�u=1=n.=, �n�t�� =n�n�11�1 Pal=1-u:�u���. n=p����i= ._. . --�i�n fir.--1=,1�-ai= =��11�7�=.n=1r.=n= =hl�hr=li-.�'hl �1- �1-n-n-n-� Ir.-.i�Z=Ir.=1f-n- ��i=1i=n-11. D CONCRETE1111111.11"111611 -' ` , '1 ■-.:; - - - 1-11-11- 1i=r1=11- 371 .IL-1I-11 11=11-', -111 11 - - -11-1-11 1 n=i=if 11= _ - 1...* 7iPii -1=I==IL:I1,11*11:-11-2 " .11:34w1= S"POURE I.�11(=11 1r n-'Ir I,� .�� II:71-:11=I= - 1 -I- I 11>!=11 H1 1,-fi:=11=1= FOUNDATION WALL(TYP) } M ►� - g from ZBA "'�,. .,>...-.. 1� II'-11=;11: 11=11=11 1141 T IL 11• I .11 1=117111= 1: IL-11-11• FinalDreviewed documents e7_ i W11 IIS 11=1L- ' �� �=III�II' 11= 2°X4"KEYWAY -'11=111 n�II: n= f =1i� 11.=,11• ZBA File# %r `TIAll iPn,>I — n IA GARAGE SECTION - B n.t n=n�'11_11 Date: / / .m.li=i1=11=1 on 11=71 =1,-:11-1=ICSi,,A 102 1.:11=11=11=110.11=11=11=11"- �il]i�.n 8 Xlb'DEEP GONG.FTC. II=11011 =11RIIAI SCALE: 3/8"=i'-O" REVI51ONS: ROOF RAFTER ROOF RA ER RIME VALLEY \ 1HEADFR DESIGN �\\\\ BASED LPOH 90 r�frl wND LOAv.HF�£R SPAN LP rO A MAX LF 6-O''".� PROWIDE I uG+c AND 2 KNG sr os EA EhD slMxi'JN�{2ox2q MN. 1,ir............._ \\.. Wf=GM f= INDICATES DEsleN GR-ERA(4)(dD TGQJALS FR�1 STRAP 0 EACH RAFTER WM1 ELENDER SPAN I?TO A MAX LF S-•O"RAFTER RJrO RYX£ COMMON NAL5®EACH 5mE a.�RiSP riiiiiiii�� PRCJt7E 1,1ALK MD 9 KING STUDS EA ENDTAPE 33PFR TAME R602.5() STRAP misr ExrI L'I2"EEYOt•D %1 PASTNCR SCHEME FOR RAFTER PAGE • !' 5TRLY,TLRAL MTICERS (SEE WFGM TAME 5A L LIFE" STRAP CONNECTION REG2UIREMENTS mis sheer) / WFGM 1/r' ANCHOR I LTS 5/5" ANCHOR �cLrS (ROOF-TO-WALL, WALL-TO-WALL AND WALL-TO-Fou�ATICN) SIMS%LSU78 HAM2FR 41 RAS'RAFTER,5f�PLAN ! silt' TA 32A SILL OR OTTGM PLATI= TO POLA�1DATI0N (PRESCRIPTIVE ALTERNATIVE TO TALE 3. ) to Lo /� ANCHOR DOLT CONNECTIONS FASTESTEI7 ) WINP ED ) r ,e// RESISTING LATERAL & SHEAR LOADS FASTEST MILE WINDSPEE7 (MPH) H w H SIMPSON STRONG-TIE LSSU28 (PRESGRIFT1VE ALTERNATIVE TO TABLE 3,2) 90 loo Do 120 90 100 110 120 90 loo Bo Leo U-J - >:. NOTE CONNECTION NOT TO SCALE ANCHOR 1501 FOUNDATION BRACING WALL PERIMETER, Ur1 MAXIMANCHOR 501 MAXIMLM ANCHOR pOLT = z WHERE CEILING JOISTS ARE NOT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (INCHES) SPACING (INCHES) FRAME ROOD Q CPATHEDRAL OR VAUIDED AT TOP LTED CTE IEILINGS) Ops0SPACING SPAN FLAPPER CrOF 5D COMMON NAILS IN EACH SIMPSON LSU28 HANGERS REGWIRED o SILL PLATE TO FOUNDATION• 1 STORY 1 46 72 (INGIIES) (FEET) END OF I I/4'x20 CAUSE STRAP Q Z IN ACCORDANCE W�HIP ITH R5023NENTION (CRAWL SPASE OR 13A5E741EN7) 3 STORIES IS 23 I2. Z 2 9 9 Q _J 2.EA.RR TO RIDGE STORIES ALJ.. 29 96 W ccntSON NaLs 16 2 2. 9 4 ` ADD.TO STRAPPING. @ EAOry gp a'GGN�FLTOR 2 20 2. 2. 3 4 --I H - RIDGE TENSION STRAP DETAIL (LT)NAL"I A5.55 NGE SLAC'WALL ONTTCM PLATE TO FDA. 1-9 STORIES 35 12 2-4 2 9 4 5 U( 1- " NOf TO�+GV t' 'V, w/Mwinonl I S IPLLAADVATIONS (� ON GRADE) 6 96 57 Si 9 4 5 5 �.(<�.(�� Z_ ' `/ ANCHORAGE REG,UR®TO RESIST LATERAL LOADS SHALL bE DETERMPID IN THE F0.WATION DESIGN PER SECTION IU. 96 9 4 5 1 W [f' L.A 4llR&AT EPAGNGS SASED ON MAXMIA IS CAPACITY a LMOOCEP R S'AFp/GR FLOOR DIPFI RAGM5(279 PIJ J. Z X.ANCHOR COLT SPAGNSS PASO ON MMINth1 GEAR OAPAGTTY Of CRAGNG WALL PE21h£TER EDGt NAL SWANS OF 5 OG. Q X 1114c----7 1751�)axrNAGlORDAJGEwrrHrloNSAA. CO . . 5.AJGtFor COLrSPAGNffiPAGED GNMAXM.M s GMAORY OF PRAGNs WALL PERAerE'R EDGE NAL SPAGN6 OF 'oG. 12 2 9 9 4 z UoA w (42!FU)WLT N ALC,GRDM1Ge WITh�LTIGN SAA. 16 2 94 44 5 LU 9y �J za %f 4 5 6 0 2d SIMPSON NAIL P IN H2 32 4 5 6 8 __ Q a- GONNIEGTOR NAILED ACCORDANCE w/ MANUFACTURERS 96 4 5 7 - INSTRUICTIONS 6IMPSON STRONG-TIE 412 Nor TO SOME PRIDE 4-16? FACE NAILS 16 2. 4 4 5 OV \ • FROM KING STUD INTO I-EAPER PROVDE 5-I0P GCNMGN NALS AT 20 9 4 5 6 � ft / AT EAGti 5mE WEMI E1V M SL Ess FOR 28 4 5 7 S ' / 19.2 24 4 5 6 7 p•41',7:!' ROCEFFAMIN6 ' 4 LI I0I4 5.-109 C NON NA AT rFAGM SPANS _ _ GREATER'M N 7 FEET 32 4 6 7 • 7�, TOP / 36 5 6 S Q _T _ SIMPSON (f-ZO STRAP Q cur R.R. TO AIJ OW FOR '•..-----1- •.rte r R LLCM TOP PLATE TO (RIFFLE 12 3 4 5 6 p sz TSIIEATHINS TO PE NAILED I; Lt7JHRi - ( IPA STw ro 9 4 5 7 W MADER 0 M SECOND FLOOR %j11" WALL 511 D5 -► SIM'�'CN 0 STRAP '� U s 6 7 - s z Q p // MGM HEADER To HEAVER 92 5 7 - - W iQ , �, � NO UPLIFT - TO LUPI ATE HEXER 5n� I.ruuA�Ln�rr 3r+�, eu+TS Assn£A aceF/c�lar�ocw LOAD Gr to F� (IMP 0 U W SD COMMON NAILS cGhWwN NALS _ / II II I PSP).F A Cabe AS�tI.Y IS NOT PREaM OR r TIE CELN6 AEf#MMY 5 NOT GatELTED To n Z Z ® EACH END Cr STRAP • o EACH DP OF STRAP NOTE: Ile RRT AE LY,TLE rADL ArgD Nl.LER a'NALS 52101.1 DE INGREA�5Y I NAL Al'BY.H Ery (SEE WFOM TApLE 3.3p rAG.E 550 .ibis sneer) I Fool II II II II Inn- GOT`a` cncri 15 a`TIE SfR,W.PGR EAa,A F.A.NGREAse N SImv,TtRN Ram/GELN5 DEAD LOAD,RE T/&AT ' uJ 0 RAVE 12 a NALS OWL DE PERMUTED TO DE REDUCED DY I NAL W THIS SHE RC4IJIRFD AT EACH END CF OL I T Y R FOR wNl-r0-WN1 AFD SHl-ro-PaDDA1VM LOMFCTION9,TIE r,WLAT�NAUHt LT'MALS 1.1-1 J / PLEADER AND AT I OITCM OF !E.L-w-R'D TO DE RE1AkD 6Y I NAL AT FAC11 BO OF THE STRAP N..EACH RLL WALL oF FLOOR JOIST TYPIAL 1=RAMINC� AND UPL1TI snns LN ADDITION Togee MD ` 6O\NI"IONS 1=0R OPNING GaracrcRS Ar WALL !SISTUDS CF }= J p AT TOP AND pOTT•CM CF zU CRIPPLE STUDS U ~ 2x4 STIR Co? 16" OL. W/ SCALE 1/4"r -d' tf� p U SIMPSON STRONG-TIE . 062.0 STRAP M EACH I1 ON SIMPSON STRONG-TIE Gs20 WFGM FASItSr MILE wlrD10 (MPH) 0 N • Nor ro 5cxe TALE 3.9 STLP SURFACE 12" LocAr®Ar EYIi NEw STI D,7YPIGAL 9af loo Ilo Ito SD COMMON NAILS FIRST FLOOR WFGM WALL SHEATHING ATTAUIMENT 5 • �WF�T�3AP TAJ5LE 3A RIDGE TENSION STRAP CONNECTION REGNIREMENTS REQUIREMENTS FOR WIND LOADS 5TRIIGTURPL sreSmNG oR PANEL sine THIS SHEET) E F E F E F E F FASTEST MILE WINDSPEFD (MPH) FASTEST MILE WINDSPEFD (MPH) I STUD SPACING MAXIMUM NAL SPACING FOR 5D SHEATHING LOCATION (INCHES OG.) COMMON NAILS (INCHES OL.) SIMPSON STRONG-TIE (.520STRAP 90 100 I10 120 90 loo IlO 120 G520 12 6 12 6 12 6 12 6 12 • INSTALL DETWE N SILL *1.1cl)TTif ROOF SPAN NNW Cr 50 GGt+t✓ZJ NAILS N EACH REQUIRED CAPACITY Cr RIDGE 4' EDGE ZONE 16 4 61 Ylf 6 ,12 6 12 6 12 , AND TOP Cr FIN. WAILL 5 r�D GF 51RAP PCH (F ) END GF I I/4"><lo GAUGE 5TRAP w'A CONNECTION (R.F)La'AS 2 q @ EACH 24 6 12 6 12 6 12 6 12 MIN. I3FARING ON (SEE WFGM TARE 5.25 l2 2. 9 4 4 237 912 394 454 W STUD SURFACE 12" Nis 12 6 12 6 12 6 12. 6 12 I- •091. � 16 9 4 5 6 316 416 525 645 • MIN ►1.�!i 20 4 5 6 7 595 519 657 807 p 9:12. 24 4 5 7 S 475 629 757 968 INTERIOR ZONE 16 f 6f Y�4 6 12 6 12 6 12 W z 2556S - 554727919 112924 6 12 .6 12 6 1226 122 Cp QGRADE7.1.4 92 5 7 - - 633 53I 1050 1291 I' 1t' 36 6 8 - - 712 995 1182 1452 �J Z F2 2. 2. 3 9 2.47 312 382 PROVIDE TERMITE SHIED 118 CD • iinIIIIIIIIIII."/" YO 3 4 5 5 315 520 637 WFGM FASTEST MILE WINDSPEFD t?4'H) Z W OVER GILL SEALER AND �-` MAINTAIN 5" MIN. FROM } 4:12 2-4 9 4 5 6 378 494 623 765 a_ UJ WD. TO FIN. GRADEBASEMENT 4 5 6 76 7 5 4577 504 659 727 0,52 531 Io2o TABLE 38 Sof 100 Ilo 120 z0 to 5/5"0 STFFI ANCHOR POUTS SIMPSON STRONG--TIE Gs20 36 5 6 S 566 742- 935 1147 ROOF SHEATHING ATTACHMENT J • • MAX 3'-a" OL. (SEE WFGM NOT TO SOLEn 2 2 2 3 145 190 240 295v RE�7UIREMENT5 FOR WIND LOADS 5TRUUT1RN_ SI-EATHING • [1.1 TABLE 5.2A THI5 SHEET) lb 2. 2 3 4 193 253 320 993 EFEFEFEF EXTEND DOLTS MIN. 7 INTD20 2. 3 4 4 2.41 917 400 491 5:12 U 9 3 4 5 289 980 ASO 589 SHEATHING LOCATION' RAFVER/TRUS� MAXIMUM NAIL SPACING FOR SD Q ZS 9 4 5 6 338 443 560 688 SPACING (IN OC) COMMON NAILS (INCHES OG. EDN• WITH TIGHTENED NUT '::, ) & WASHER TO EACH D.T. Mill Si 4 4 5 7 386 507 640 756 r EM'S I STRONr,-TE 96 4 5 6 7 494 570 720 554 r1. 6 12 6 YL2 6 122 6 6 AAADIS ANCHOR S NOT 11D HL 2 2 2 3 131 171 216 264 2 16 2 2. 3 3 175 225 257 35216 .� bf 124 6 6 6 6 61 61 • 20 2 3 3 4 215 255 359 440 4' PERIMETER ZONE I I TYPICAL WIND UPLIFT GONNEGTIONS 6:12 8 9 a4 5 06 3 3 4 616503 19.2 6 6 6 A 6 6 6 6 • II 514/4' Si 3 4 5 6 350 457 575 704 24 6 6 6' 6% 69 65 44 44 DRAWN: R. JUAREZ I SCALE: 1/2":4-0" (R9(R901.2..1.1) LN.1•I) 6116. CP WAG-ER 5"x5 96 4 5 6 7 393 514 647 792 12 6 12 6 12. 6 12- 6 12 DESIGN CRITERIA: AMER1GAN FOREST APD PAPER ASSOCIATION 12 I 2. 2 2 129 160 201 245 2 2 CHECK: J. SBALGIA , WOOD FRAME GCNSTRUGTICN MMiW_ FOR f 16 2 2 3 3 164 213 267 9272CALE: A5 NOTED • OPE AND TWO FRAM DYVBLLINDS �1. 20 2 3 3 4 205 266 334 409 INTERIOR ZONE 1G Al1124 66 1 12 66 r12` 66 1 122 6 6 ..., 01 5 WFGM 1995 S'& HIGH W1PD ®LTION /1� 7:12-13:12 244 24 9 4 4 2464 320 401 490 2 1�'I� Y... �. • 5/5"C STEN.ANCHOR FATS 25 9 9 4 5 287 373 465 572 . i • R o"0c.(SEE�WF� 9 9 4 5 6 9'25 426 535 654 24 6 al 6 12 6 6 6 6 C i .. �A S ALL STRAPPING, NALS, FASTENERS TO GE '•' EXrETp oars MN 7'MTO e 96 9 4 *5 6 969 479 602 736 GA&{._E ENPWALL RAKE & RAKE TRUSS 4.( 4f 4 4 4 4 44 44 SCA APPROVED FOR RONTAOr WITH PRESSURE EDN.MN TI611TP1ED Mr /10011.•• &WAGER TO EACH DOLT. L TAPIIATED GON,EGTION REIlUIRBvfMA ARE 0AsED ON TOTAL LPLr"MRS 2/5 GF TIE RAA"AS'. MDLY DEAD LOAD(2/5x10 F5F) -ti. `.yt- 2.WREN H E TMLLATED N.M5ER GF NALS RPQJIRID N EACH EJD OF THE STRAP I5 E °L TO I AFD TYE FRAMNG 15 ATTACHED N AGGORDAY.E•••••• WITH TARLE 9.I TFE RODE STRAP MD ADDITION'"NALNS 5 NOr REQURFD5.WEEN A GG AR TE IS USED N L.E1U Of A Rp6E STRAP,THE NJACFR OF IOD CO MOFI NALS RE.IUREP N EACH E1'P OF TIE COLLAR TIE NEEP• NOT EXCEED TFE TPC4.LATED NJADER G=50 NAFS N A STeE.STRAPP. ��:k.TAE.ATED GONCOTION SB.£NTS ARE PAST,ON A TL"UST STRAP 9PAGNS,POR DI:ERE/IT RDGE STRAP sPAGN&S,I,tL1VLY TIE i..fl`� d I i �, • '• TAEL ATED vA LKS PY LATE MLTIPLER mum.r n12 M.MDER OF NAILS N EACH END OF EACH STRAP EYLEEDS 5,GEGIAL �� ,F THIS PRO FLT MST GGfi�I Y WITH THE RESIDENTIA CGDE OF N.Y.S. AM a: GON.EGTIGN HARDWARE 15 REQUIRED. s.,... r MELHMUGA-SYSTEM COMPLIES w/GIIAP.TERS 12 TI-RZJ 24. PL(.MpNG SYS!tM 5.TA&UATED LEteTH REWRENCNTS AS<.AA£A MEW ROOF IESI1T OF 55 EMT.FOR MC5N ROOF ITJ5Hr5 OF 15 FEET OR LESS,TFE TACLLATED �� ��1 MUST LGMPLY w/CHAPTERS 25 MR)Si. 19 F(.TRIGAL SYSTEM MST GONAR_Y w/ : .• VALUES SFWL DE PERMITIT?TO CE MULLS pY at0. illk 1, , , T. ' W/CHAPTERS 93 THRU 42. y� RAGE STRAP SPAGNG(IFY,HES) IZ W 192 24 48 72 MLTPLER 100 1.55 iso 2.00 400 *00 4 YT'I[&)i X14 1 A,"�' R: TYPICAL ANGI1OR DOLT . ., Nor To SCALE r*t. *GN 5TRaS-TS * RIDGE TENSION STRAP CALCULATIONS BASED ON NOTE #4 KV& woo 4451151L IS NOT MEP 3 SD COMMON NAILS (TABULATED) X 1.33 (MULTIPLIER FOR 16" OC.) = 9.99 from ZBA (4) SD cGOMMON NAILS REQUIRED AT EACH END GF RIDGE TENSION STRAP Bldg Dept copy RECt�1Final reviewed documents ZBA File# ® , Date: / / .•• REVISIONS: J GENERA NOTES: 69. ENTIRE DASE1 ENT GELINS TO DE INSLATPD WITH 6" (R-19) MTS. THE FCLLOWIN6 NOTES ARE TYPICAL, REFER TO ATTACEED DRAWING'S FOR M. ALL HOF WATER PIPES AND DUCT WORK TO DE INSLLATED AS PER NEW YORK STATE APPLICATION_ ENERGY CODE I. DRAWIN65 ARE NOT TO DE SCALED. USE DIMENSIONS ONLY. GONTRAGTOR SHALL c ac 65• AFFF. - ADOVE FINISHED FIRST ft/20R. „ ALL DIMENSIONS AND CONDITIONS AT ..1919 SITE. ANY DISCREPANCIES OR OMISSIONS 66. ALLPLYWOOD IT-45, STRUGTIRA_LY SHALL MEET THE PERFORMANCE STANDARDS SPECIFY LOW SIDE,HIGH SIDE, FROM PLANS AND /OR SPECIFICATIONS MUST DE CA 1 FD TO THE ATTENTION Cr THE 67. AN? ALL OTHER R UIRL3�IENTS OF APPLIGADL.E U5. GGMMERGIAL STANDARD RECORD ENGINEER AND SAME CORRECTED WITHIN (5) PAYS AFTER CONTRACT HAS LEEN FOR THE TYPE, GRADE APD SPECIES OF PLYWOOD AN? SHALL De 50 $ENTIFIED UR CENTER FLUSH WITH LEADER ,l' Ijl AWARDED. OTHERWISE CONTRACTOR WILL DE HELD RESPONSIDLE FOR SAME. DY AN APPROVED TESTING' AGENCY. (LOW SIDE FLUSH SHOWN) lOA 2. CONTRACTOR AFD/OR SL SONTRAGTORS 5HA_L PE RESPONSIDLE FOR ADEQUATELY GRACING CONTRACTOR SHALL SCt-I t...E ALL INSPECTIONS AND ODTAIN ALL APPLIGADLE AGAINST DAMAGE COLLAPSES, CERTIFICATE Cr OCCUPANCIES AND PROMOTING;NG' ALL WORK DURIAG CONSTRICTION TO AN PFUDRE1-AWA DISTORTIONS AND MISALIC�IJMFNr ACCORDING TO ALL APR-CAJDL.E GGDES, STANDARDS,APD 68. ALL DUILDINEf� WITHIN ONE MILE Cr THE OCEAN, DAYS, AND SOUND ARE IN AWING- i . , .0 �l 6010 CONSTRUCTION PRACTICES. I 1RAE DEDRIS RE&ION AND 6L 7JED OPE INSS ON THE STRUCTURES MUST DE PROTECTED �, ALL MATERIALS AND GONSTRLCTION TO DE INCORPORATED IN THE WORK SHALL DE IN WITH GLASS MEETING TEE LARGE MISSLE TEST CERTFICATIOiN CR WITti STRUGTUZN_ . o �� '� STRICT ACCORDANCE WITH THE LATEST EDITION OP ASTM. WEGFIGATIONS WEERE APPLIGADLE SHUI IRKS WM1 ATTAC4-02 HARDWARE A5 REQUIRED DY CODE (CODE rr.-CTION 1609.1A ) A5 IFDIGATED APD CONFORM TO THE STANDARDS ANP RECOMMENDATIONS 5 OF ED VARIOUS TRADE INSTITUTES ENERGY NOTE-5 I� END WALLHEADER(A .I., AISG., 5 LI., ENG.) ARE PPPI GAGEE ALL MATERIALS USED IN CaGTIGNWITH T115 PROECT MUST DE NEW MATERIALS LELESS ORIRWISE STATED. I. S - AT'TAGHED RESCHEUK VERSION 95 RELEASE le KEW ,i. AAIliGATMN/P05T A5 IFDIGATED 4. ALL NEW DRICKWORK TO DE LAP LP IN GEMENT-LIME MORTAR I: I: I6 MIX. CONCRETE 1XOCKANGL TO DE LAP IP IN PORTLAND CEMENT MORTAR, I: 9 MIX, A5 PER TYPE 5 OR N OF ASTM. J MINMUM SPCIFID CMPRSSIVE STNSTfi OH SPECFICATION #6270- 4. SLOPE Z•ALL GGIC AN7 CONRETE DUOGK WALLS 5f1ALL DE DON EP TGY�ETIFR WITIi GALVAND GR-O-WNLANILE !�/b% MESH TIES EVERY 16" OG.: VERTICALLY (TWO DLOGK COURSES, MAX.)- r APPLICADLE MwM,M SETUP®Ga, •dVE STRENGTH (Po) GLOGKIFI6,TI y+►/111jr = a 6. NO CONDUITS,PIPES, GADIMETS, ETC. SEAL ENCROACH UPON ANY FIRE WALLS OR FIRE TYPE CR LOYATaNS Or CONCRETE TE cc�NSTRLrTwN WEATtsz NS POTENTIAL / `J IL r-......-- RESTRICTIVE MTIVE PARTITIONS. NEKJ6WF TF , WILE RE M LI WNIGAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, 1 sINSTALL ON EVERY PEW HEADER,2 PLOP (L/ LJ- W 7 REIFFORE FRAME AROUND OR ADJACENT TO NTERFERFPlGE AS REQUIRED TO MAINTAIN DA�?gN1 WALLS.FarDArwNs ND OTTER GaNGRLTE Simpson Strang-Nle Q STRUCTURAL INTEGRITY OF WALLS, CEILINGS, FLOORS, ROOFS,ETC• NOT EJPO_TO TYE'MEATIER / S. MFC41/NOAL VFMLATON SHALL DE PRODDED WHEREVER REQUIRE?DY LOCAL CODES AFD ORDINANCES o 450a Sloped ai,d Skewed I 1111111' SIMPSON STRONG-TIE. PGA-4 Q NJ NJ J A5 WELL AS IN ACGORDAFIGE WITH NEW YORK STATE CODES. Wu'IWI-SAGS RD INTERIOR R.AD5 ON GRADE. Zrrap a io 150a 9• PLL WORK PERFOTUvSP DY THE PRIME CgNTRAGTOR AD/OR SCCONTTUGTOR5 DEIN&FJTI-SR DIRECTLY OR WEPT 60806E POOR S A'S 7-17/�� 7 t- INDIRECTLY IN CONTRACT WM1 TIE OWNER SHALL PERFORM SUGI WORK LEDER THE PROVISIONS OFTEE SIMPSON SI RONC�-I I� I IW SCALE:Nor TO SCALE r AIA CONTRACT DOCUMENT A201. M`S.EN'WADS,EMOTION WALLS, XflAi&R WALLS 7 vt r `�L I0. ALL ORDEGN5 AN?MATERIALS.SNS TO GE VERIFIED DY LONTRAOTGRS PRIOR TO CONSTRUCTION AND PRIOR OHM WORN I�Po�TO INVITER SGA.P:NOT TO scA-E WIND FLOOR RAINS ENDW1 I z Cr)r0 ORDERING' II. RECORD MOWER K NOT Rl 5PON51DLE FOR SIPERVI5ION, INSPECTION,OR ADMINISTRATION 0' Pte, SUSS NV Bras DPS TO av0 9Aoo wo ve THIS PRAEGT. TIE w ' MD n aR 12 CONCRETE SHALL HAVE A MINIM SPECI=IEP CGvPRESSVE STRENGTH AS SHOWN IN TADLE Fat SI:I PSI-ILE, lea SCALE: I/4"= r-d' (n Z ORM 8401.2 CONCRETE SUDJFCT TO WEATYIERIN6 AS INDICATED IN TAME R5012 SHALL DE AIR A AT 25 PAYS PST 0 ENTRAINED AS SPECIFIED IN TAME 8401.2. MATERIALS USED TO PROPLCE CONCRETE AND TESTING G• TACCE Raz i rO WEA1T 1- $TAT tlb POIHrrw } z co G• !,a• Et1=N fl riots MAY De S.PFLT To AFD T11AwaJ6 GGPGTRWTION SEAL Z THEREOF SMAC COMPLY WITH THE APPLIGADALE STANDARDS LIST-til IN AGI 915. IN ADDITIONS TO re Aar-ENTR ND ccWF N KGORDNYE WITH FOOTNOTE V W cz • THE CEMENTS PERMITTED DY AGI 915, CEMENT CGvPI-YIN6 WITH ASTM C 1157 IS PIRMl1 I E1, P. sE SFLTWN40.24FCR MNMM cam-GCNT3Nr 15. WHEN RACED DIRECTLY ON CONTINUOS FOUNDATIONS , TT E WALL, WOOD SILL PLATE, OR E PROVR:AML-Pa.YETFflBE VAPOR PARKER AGER ALL SS ON GRADE COLD FORNEP 51W. DOTTOM TRACK SHALL DE ANCHORED TO TEE FOUNDATION N J NAILING SCHEDULE ACCORDANCE WITH SECTION 7 MINIMUM EMBEDMENT. 14. ALL CONCRETE CLOCK MATERIA.. SHALL CONFORM TO ASTM. G-90 OR F ,ASTM.G 145 LATEST REVISIONS. NALSI P��'JN SHEARWALL TIB>ONN THE TOP TWO COURSES WAIN15" EYIEDED CONFORM TO ASTM. 0-145 LATEST REVISIONS. c AON NAILSHER TO DE INSTALLED AT ALLALL ANCYtOR DOLTS 511011 GE SET INTO ALL HGJIJW GORE $LOC K AND FI LFD SOLID. 5CF15" ANCHOR DOLTS EMPEDED TOP 2 COURSES AND FILLED SOLD.16. FN1 SOLD ALL CONCRETE CLOCKS IEDER CONCENTRATED LOADS TO RAFTER r0 TCP RATE(rct NAND) sd EAOYt LAPTIEDAVN TO DE SEGIRH YIrgI DEARING' SOL IN Al $LOCK WALLS ADOVE AND DELlNV SRADE ca.NG'JOIST ro TCP RATE(TOE VALID) 5-edPOUTED IN THREE PL.ACES17. AL LOOSE LINTELS SHtAJ- HEAVE A MINIMLM OF 6" GEARINO AT EACH ENV OF � T ra P18 RAI'rt3R(TACE NALt�) sSd L TO CORNR STlDS Al MASONRY OPENIN65.. FOINDATIONS AD FOOTINGS SIZED FOR$MARINE ON VIRGIN SOL AT MNIMLM GEARING CAPACITY OF WOO LES CEi JOIST LAPS OVER PARTITION(FACE NAL.FP) 5-SdATR ANGLiGRPER SQUARE FOOT WITH A MINMtM OF 3-O'CODER (VIF&CONTACT ARCHITECT WITH DISCREPANCIES) LOLL AR re To RArTfx(TACE wuEv) a sd '11 ALL WOOD FRAMNG, I4L.LDN6.YJISTS,GEAMS,POSTS,STEPS,ETC,TO GE DOIELAS FR NO.I OR GETTER J5T5,TSP. 'b'WITH Fb=1200 PSI SINGUAR. Fb=1400 PSI REPETITIVE MICRO AWS TO DE Fb-�1600 PSI DLOOMN3 TO RAFTER(FACE MLID) S-sd20. STRUCTURAL 5T1�TO DE ASTM 096. DETAILED, FAGRIGATED AND ERECTED PER AISL. Rl4 pOA4D ro RAFTER(FACE NAIl�) ' 5IIAATE TSP. �""" -- I L(L,I CZ 21. PROVIDE METAL DRIP PLASHIN% OVER Al EXTERIOR WINDOWS& DOORS. WALL FRAMNE: "/ �� ♦ i v O 22. ALL DOORS TO GARAGE AREA FOR INTERIOR LIVING SPACE SHALL DE 3/4 .,0 II II N ( Z HOUR UL SELF GL051N6 (MIN). TCP RATE TO TOP PLATE(FAZE NALID) 1-lid PER TOOT �Vid III 1 � W A SINSLE-STATION SMOKE DETECTOR ALARM DEVISE SHALL DE INSTALLED ON THE CEILING' TCP PLATES Ar MT LTWTY(PAGE NAL®) 4 Wd 10NT5fAG1 60E POl PDATION WALL, TSP. = 4 x 4 GGLUdN,TYPICAL 29. IN EACH AND ADJACENT TO THE SLEEPING AREAS AFP THE: 1.ASEMEN-/CEL AR AND ON EVERY FLOOR AS PER NY.S. COPE SECTION R 917 STEP 7O sat)(PAGE WALED) �Iid 54 OG. U 24. USE 5/5" GYP. DD.OR APPROVED EQUAL 'ORE CO E' 9/4 HOUR RATED GYP. FENDER To HF R(FAse 1NAlLID) Lid �'a aaa ears T T 2 I� ® �' OL DLOGKIN6 4'd' OG.MAX LLJ DD. FOR GARAGE, UTILITY RM., AND OVER ALL$OILERS AS PER STATE ANDd Apt 2z4 STIR '� TYPICAL Z Z LOCAL CODES. ALL 1W GUNNING EqIJIPMENT TO DE IS" ADOVE GRADE 25. PROVIDE WATER RESISTANT GYP. DD. AFP EXTERIOR &RADE PLYWOOD IN ALL �,,RATE TO STIP DV VALID) 5 Eia PLR 2xi SOP RAN VIEW SECTION AA TO D ANGIORED W AREAS 5LA.ECT TO L OSLRE TO WATER OR MOISTURE TOP PLATE POrr ( INTO CONI FOOTING LL 26. ALL 6YPSLM !WARP TO DE TAPED AND SPACKLE?, MN. 3 COATS 4-N4d PER 225 SW GIMPON STRONG-TIE hDSA �I 27. WOOD SUS SEPAL DE A MINIMUM OF 2X4 NOMINAL LENDER AS PER NYS 8404.9.,AND ILLFT STRAP Cag,OT1ON S-Sd FSR STRAP � SCALE• I/2 = I-d WHERE REQUIRED DY SECTIONS R311 AFD R323 PROTECTED AGAINST DECAY AND TERMITES r ll_l O 28. ALL HF_APERS TO DE SUPPORTED DY 4" X 4"POSTS (TSP), U1.ES5 OTHERWISE STATED. PAIITOM RATE TO FLOOR JOIST,PAN,JOIST,END a-lAd FOOT SCALE: NOT TO SCAR 29. PROVIDE DOUDLE HEADERS AND TRIMMERS AT ALL STAIR AD FLOOR OPENINGS AFD UNDER ALL .15r OR PLY.KN6(F ) 1MPSON STRONG- Z -I L POSTS AND PARTITIONS RUNNING' PARALLEL TO SAME FLOOR PRAWNS 4"SPHERE.CAN NOf 90. 1RDSINS TO DE EITHER SOLID, I" X 3" OR IS SA CROSS PRIDE/INS, MAX 5-O"OG. PASS THRU TIE LG U J 91. ALL HT_APERS TO DE (2) 2. X S LILESS OTHERWISE STATED. .Ot,'TO s4I_TOP PLATE CR OMER(TOE VALID) A-8d MR JaS1 ALL CULT-LP WOOD&IRGERS AND FEAT RS SHALL NOT HAVE ANY SPLIT ON TIE WDE FACE OP IRDS NS TO JOKY(TGE HAM) 2-9d EACH END �: NOT TO SIAL E o V . ANY MENDER GREATER THAN 1/2 TIMES THE WIDE FACE Lx aG+�RNS r0 asr(rce NAL®) 2 sd FJr tt OZ ,n 93. •TTS TOP OR DOTTGM EDGES OF JOISTS MAY GE NOTCHED NOT TO EXCEED 2". `L N 94. ALL STRUCTURAL WOOD SHALL DE KEPT 2" CALK FROM CHIMNEYS. PLOGANS TO CLL CR TCP RATE(TOE HALM) 3-lid Vat ELOCA 95. ALL..FLOOR JOISTS S,PPOiRTN6 KITCHEN AND LAUNDRY EQUIPMENT TO GE SPACED I2"ON CENTER MSER STRIP To DEMI(FACE tNAm) 9-tid EAat 4015r96. .OASTS HANGERS,ETC.TO DE'TECO'OR APPROVED EQUAL FOR FLUSH STRLCTLRN_CONNECTIONS. GIST ON TO DEAN(TGE VALID) 9-sa PER O5r I I 97. ALL EXTERIOR DPDXD METAL,STffi,ETC.SHILL DE PRIMED AFD PANTED 2 OOATES AND/OR GALVANIZED 95. FOR PEERED CONCRETE SLAG PROVIDE d"X 6" 10/1O SA WWF.OVER 6 MIL-POLYETHYLENE VAPOR WTD JOIST TO.OMT(aP VALID) D-Md PER,OST 4" SARRIER ON 6" WEU.. COMPACTED SAND AND &RAVEL FILL 54.12JOST ro Sit OR TOP RATE(TOE HALED) 2.-10:5 PER FOOT39. ALL CONCRETE HALJNOH FOOTINGS TO DE PROVIDED WITH 2-fl REINFORCED RODS. RGiT 5YFS411N6 40. THE EXTERIOR SERFAGE OF AL1 FOLEDATION WALLS CHINA GRADE(EXCEPT SAD AREAS)SHALL CE DAMP-PROC)WITH AN ELASTIC COAL TAR 5A5E,SBF PRIME)DITEMINCUS P ASTIG CEMENT CT1 TURN_PAI'BS Sd C axe/Ir rep 41• GRADING AROIND PEW CONSTRUCTION SHALL SLOPE AWAY AFD CL@D IMO EXISTING CONDITIONS. 4'OG.0 We RAKE O (FST 6) FIRE FOOTIMSS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL GE 12"THICK 42. PROVIDE COAPUSTION AIR VENTS AS PER NYS ENERSY CODES, GELIN6 STATHN6 43. ALL OONSTW,CTION SIAL DE IN AGOGRDANGE.WITH TIE NYS RESIDENTIAL PAM GOES,TIE NYS RESIDENTIAL um M WA MORD 5d GOA rjR6 I Wet/W FeD CONSTRUCTION MANUAL AND THE NYS ENERSY CONSERVATION COPE. 44. ALL FUNDING FIXTERES SHALL GE INDIVDUALLY TRAPPED AFD VENTED AS REQUIRED DY NY5 CODE. WALL StEATIN6 4"x4"CEDAR RAL POSTS (t] CAST IRON PIPE SHALL CONFORM WITH LOCAL CCM REQURBVINTS WITH APPROVAL JOINTS,PPE STRWTLRI.PAP85 sd I�/tr Tea 2"xd' CEDAR TGP RAL w 2X4 STUD WALL 51 I6" 0L. (TYPICAL) � 5 PPORTS AND e AFIT.lUrS. 5d COOLERS T CTE/10 FED 45. EXTEND ALL EXISTING At GTE$RLMDMG AS NECESSARY TO MEET ave AFTER NEW CONSTRUCTION GYP .N WAL120ARD 2"x2" CEDAR RAILS 46. HEATING AND COILING DESIGNS SHALL COMPLY WITH AS-RAE STANDARDS. nARDDOAFP bd A aye/tr FOD 5 I/2" OL.2"x6"CEDI _I 47. LOCATION OF EASEMENT SASHS A5 PER DEC. RECOMMENDATION. FLOOR SHEATHN6 SIMPSV (ELGIN) H11DDOWN W z 48. THE GENERAL GONTRAGTCR/GUILDER SHALL MAKE ARRANGEMFMS WITH ILJ Q THE OWNER TO SELECT, PROVIDE AND INSTAL AS REUIRED (PER NFC, STRLCTIRAL PAY[15 7/S" THREADD RODNEMA, NAT. PWMGIN6 CODE, A.5MP. AFD ASHRE SPFCFICATIONS) AL r aR LFA 5d i"L#£/Ir reD zHEATING', VENTILATING' APD AIR GG DITIONIN6 EIJIPMl7 tf WEIGH ARE NOT 6FZFATER TYIMI r IOd PHASE/A QZOTHERWISE SHOWN ON THESE DRAWING'S. A5 WEL AS FINISH MOLDINGS AROIND /4" PLYWOOD LJC FOOR (a5 GN&£THN6 NAILEDi NGFFS aN-GFMT82 AT TM PAM_{DC£ F CEDAR ' IlliNO NOTE TOR PETAL CRGR LACK TTHEREOF 511A L DE CONSTRUED AS RELIEVING THE NDONS, AND FLOOR/WALL INTERSECTIONS L W F 5 NGt£5 ON-GBN�AT TY£PME_SEE To ODTAN n16YER StEAR GAPAGTEC, �* - THE CGNTRAGTOR FROM EXECUTION cr ALL WORK IN AGGORDANGE WITH ALL NALN6 REOLIMENre FOR STRUGTLRAL ME4tat5 re POMP,CR ALTES LATE CONELTORS,0.en A` gm' . 2"0" CEDAR PECKING L _ 49. STATE AND/OR LOCAL GORES PLATES,SHALL 115 TO MAINTAIN LOAD PATH W 2 WREN WALL S6An1t45 I5 GGNTNJGUS AUL GONEOTE LC.S RS,TYE TAN.LATED PU.SER GP NALS 51HL FLOOR JOISTIII Z in TIE CONTRACTOR SEAL GIVE AUL NOTICES AND COMPLY WITH Al LAWS,ORDINANCES, DE FLRMIi 1tv TO IRE REDIXED TO Hid ML PLR FAST GRADE _ RE6lAATIONS,AND ORDERS!.> ANY RELIC AUTHORITY GEARING ON THE PERFORMANCE 9. CawADDITICNAL 5 6A RGa NG'MALS NW ill 6AI6E STARES ARE PERMITTER GrEOc IDG FOR 1/2" &ALV STEEL DOLTS, 51• THE AS SEWAGE DISPOSAL SYSTEM AND RRC:kt WATER SUPPLY SYSTEM SHA, �l C TYPICAL RAILING DETAIL FLITS WD WASHERS FLOOR JOIST CT 16" OG. Q pc REI�UIRFD DY THE LOCAL GoARD Of HEALTH. TAF,LE 8301.2 (I): W Si. COPYRIGHT 2004. REPRODUCTION OF THESE PLANS,IN ANY FORM WITHOUT THE WRIT IEA SCALE I/4" r-d JJOTE: `'AGING SHALLNOf ALLOW Q M WM, SIJOJO 5.5.EGT To$MVSe PROAL WINTER ICE MiELD )4Ot1 CI A 4" PIA NOT G CONSEJNT OF THE pESCFFR, 15 PROh11DiTFD. TlC2 RANT MAY NOT CE FLED FOR �yIN DESIGN IPDER1AYwBNr HAZARDS CONSTRICTION PIPPOSE5 IN ANY PULPING DEPARTMENT,WITHOUT THE PESIIFERS sNow LOAD SPffD/hRt G Reston WEATri3tM6 TERMITE $FLAY TEM'ESIS REWIRED PASRE AS PER NYS 891! vommoommilloommom 11111111111111111111111111111 . WRIT(EN AUTf1ORIZATILTI. ANY USE OF MIME PLANS FOR ANY PURPOSE,OTYERYID r. THAN THAT SPECIFICALLY AUTHORIZED DY THE DESISNER, IS ILLEGAL AND 45 Pyr Po MPH SEVERE 9 FET MCWRATE MODERATE II scs27J now (2) 2.X4 TOP PLATE MAY SUAECT THE USER THEREOF TO TILE. PAYMENT OF RILL COMMISSIONS. . AT NO TIME MAY Ti L,SC PLANS DE ALTERED IN ANY WAY LN.ESS AGTNG UNDER TYE WINDOWS AND DOORS: DIRECTION cr rrE 51PFRv151N6 ARGHITEGr/EJN6INEFR1 lir THE FGLL.OWINS PRODUCTS ARE SPECIFIED AS THEY MEET OR EXCEED THE REQUIRED 54. TYP S FALSE VALLEYS/LAYOVERS PEST&N PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE CODE: JI TAS 8301.6 ' I - PROVIDE NALINS PAD SECURED TO PRIMARY FRAMING I. WINDOWS WILL DE ANDERSON 400 SERIES TILT-WASH - WITH A PERFORMANCE RATIN& SIMP.SON (f-PM) HOLDDOWN DRAWN: R. JUAREZ - PROVIDE PAP WIDTH TO ACCOMODATE CUT END PIvIENSION Of RAFTER ETD. OF DP50 AS PER AAMA/NWWDA 1.5.2 TESTINS REQUIREMENTS -PROVDE &ALV. FRAMING (.OIGN5 ® PAD TO LAYOVER RAFTERS 2. SLIDIN& PATIO DOORS WILL PE ANDERSON 200 SERIES NARROWLINE SLIDERS SHEER WALL GONNEGTION PETAL CHECK: J. SEAL I - MAINTAIN VENTING AT LAYOVER. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS S. AL1.. &LASS TO PE LOW - E COATED AND ARSON FILLED TO MEET ENERSY GORE A IOWA SCALE: A5 NOTED 55. FIRE DLOGKIN6 TO CGDE 86028-1W25.1 4• ANDERSON WINDOWS MINIMUM DESI&N PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 15 PSP STRUCTURAL MEMBER DEFLECTION Nor TO SOLE Paz 4,Q 20 15 56. A J.ED SOL TO DE SAND OR GRAVEL,WITH MNIMi,M TRACES OF DRY CLAY,WITH 5. ANDERSON WINDOWS STRUCTURAL TEST PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 22.5 PSP A MINIMRtVI DEARN6 CAPACITY OF WOO LA5 /sQ. ET. 6. ANDERSON WIDOWS WATER RESISTANCE TEST PRESSURE FOR ALL RESIDENTIAL WINDOWS 15 286 P5F WITTEN0 mo SLOES T +raR 5/17. LAW �e a . 4'' WITH NO GELN6 REATHi TO E, vA i/i 57. ALL FDorN65 TO REST ON VIR61N,LEDISTLRPED SOIL RN'TTRS' Mee c 55, DESIGN LOADS ARE A5 FOLLOWS PER SQUARE FOOT: INTERIOR WAILS AM PAtTITIGNs LOCATION LIVE DEAD DEFLECTION LIMIT WEE LATE LO'''O FLCOR6 MP PLASTERED CELS ES L/5AO 1 ST. 19.00R 40# 10# L/960 LfY4O , � A1n ALL ORSR 5TW.OTLRIL M3/CeRS 2 ND. FLOOR 4O# 10# L/960MINOR T WALLS WITH ARASTERI-NE.aR STIeGa nasi n/9ra ~ �: r 9 RD. FLOOR 40# ION L/5/0 DECKS 't0 /---"- � *�" ATTIC (NON STORAGE) 10# 5# L/240 PASSENGER V69uE SARAEC.s co EXTERIOR WALLS-WTD WASA WITH Lam° /�A,� y tis'f•`,, , / ATTIC (STORAGE) 20# 10# L/200 DRITTLE FNSItS ROOF (WITH FIN. C INS) 'ON (SNOW) IS# L/240 ATTICS WIur 5STW/SC E W EXmIJOR WAILS-WW L.ODSA WTRI .' ROOF (NO FIN. GELIN6) 90# 7# L/IgG ATTICS WITH STORAGE 70 SNOW LOADS HAVE ZEIN ADJUSTED TO REFLECT THE SL.DEOFF FA TOR,AS A FUNCTION OF Ras Moe THAN 9_rm%ROOMS 40 FLEMLP X11 t !1 ROOF Mit RAFTER SIZES MAY HAVE TO DE INCREASED TO ACCOMODATE HIGER 5NON LOADS. q.137_peet45 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT �y • 59. 6U55 IN WIRES,OWNER DOORS AD SIDING 61055 DOORS TO DE TEMPERED 61J STAIRS 10 C.O. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY APPLIGASUF T LOCAL COPES. ALL ET FGTRIGAL WORK TO DE LNPERWRI SR APPROVED ND FIAGRALS 200 A. THE WIND LOAD SHALL I5E PERMITTED TO f5E TAKEN AS 0.7 TIMES Bldg Dept copy from ZBA Al. CONSTRUCTION TO CONFORM TO Al GODES WINO .LJRISDIGrION THE COMPONENT AND U�IDDING LOADS FOR THE PURPOSE OF THE Final reviewed documents 62. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIRMENTS Cr THE ZBA File eli-P) t NEW YORK STATE DUILDIN6 CGDE WHEN GUIDING' IN ANY .LRISDIGTION, DETERMINING DEFLECTION LIMITS HEREN. pate: / EITHER INSIDE OR OUTSIDE THE CORE, VARIATIONS MAY DE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR DULL ER TO VERIFY SUCH REQUIRMENTS WITH THE LOCAL COPE OR ENFORCEMENT OFFICER AFP TO AMEND THE. PROPOSED CONSTRUCTION AS 50 REQUIRED, v. \- 4 \OT. 6 - .1%1 REVISIONS: ,,,,,,1/4 GE .I. THE WORK SHALL PE IN CONFORMANCE WITH ALL 12. ALL CONSTRUCTION DEPRIS AND REFUSE SHALL PSE N ` b APPLIGAP�LE GODES AS WELL AS ALL AGENCIES REMOVED FROM THE P�UL9INS AT THE END OF EACH ---- hAV INS JURISDICTION. ALL PERMITS WILL PE SECURED WORK DAY AND LEGALLY DISPOSED OF OFF THE PAY THE CONTRACTOR WHO SHALL SIVE ALL NOTICES PROPERTY. NO PURNINS OF DEPRIS OR REFUSE IS 1220 LI PECO xIC r} >4,1f , =�,e ,'`4 i TCHOGUE NY . REQUIRED PY LAW AS WELL AS PERFORM ALL PERMITTED. TESTING AND INSPECTIONS AS REQUIRED. NO WORK ShALL PESIN UNTIL ALL NECESSARY PERMITS ARE 13. ANY EXISTING SERVICES UNCOVERED PAY GUTTING OR ISSUED. IN ALL GASES, THE MOST RESTRICTIVE DEMOLITION OPERATIONS WHICH INTERFERE WITH THE LIMITATIONS OF ANY APPLIGA 'LE GODES SHALL PSE NEW CONSTRUCTION AND WHICH ARE REQUIRED TO In FOLLOWED PAY THE CONTRACTOR. PE MAINTAINED AS AN INTEGRAL FUNCTION OF THE PCU I LD I NS. SHALL PSE RELOCATED TO CLEAR THE NEW E- U _- 2. THE CONTRACTOR ShALL VISIT THE PROJECT SITE TO CONSTRUCTION. W )c/hm...... FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND LITTLE PECONIC BAY -�` � U z TO VERIFY ALL DIMENSIONS AND CONDITIONS OF 14. WHERE EXISTINS CONSTRUCTION NOT PART OF THE ROAD I AA 4 _ EXISTINS P�UILDING AND SITE. IN CASE OF CONTRACT IS DISTURP�ED DURING THE EXECUTION OF Q DISCREPANCIES PETWEEN THE CONTRACT DOCUMENTS THIS WORK, PATCH AND REFINISH TO MATCH Q" U_ w AND ACTUAL MELD CONDITIONS. THEY SHALL PSE ORIGINAL CONDITION. °3,Oi Q 0 z REPORTED TO THE ARCHITECT IN WRITING FOR N3 Qtii J CORRECTION. WORK DONE AFTER THE PISOVERY OF IS. WHERE THE CONFLICTS P'ETWEEN THE CONTRACT DISCREPANCIES AND PRIOR TO RECEIPT O= WRITTEN DRAWINGS, SPECIFICATIONS, APPLIGAPLE COPES, THE APPROVAL FOR CORRECTION SHALL PE AT THE MOST STRINGENT REQUIREMENTS SHALL APPLY. -iq 6S' �1 PARKING X 6.= �{= CONTRACTOR'S RISK. NO ADDITIONAL COST WILL PE — _ z_ cry ADDED TO THE PROJECT DUE TO CONTRACTOR'S 16. ON DRAWINGS, DIMENSIONS HAVE PREFERENCE OVER N 50°31 Q E / co z OVERSIGHT IN VERIFICATION OF EXISTINS CONDITIONS. SCALE. • Q x , NEW TERRP)tE WALL SEE Z O 3. THE CONTRACTOR SHALL COOPERATE WITH OTHER 11 ALL WORK SHALL PSE EXECUTED IN ACCORDANCE WITH Zr / .3" DETAIL ON SHEET SP-I = N CONTRACTORS AND SHALL LAYOUT AND INSTALL HIS THE PEST ACCEPTED TRADE PRACTICES AND AS PER o . 0 WORK AT SUCH A TIME AND SUCH A MATTER AS MANUFACTURER'S RECOMMENDATIONS. 0 \ / /-,NOI TO DELAY OR INTERFERE WITH THE CARRYING \ 2 o FORWARD OF THE WORK OF OTHER CONTRACTORS. 18. SU5M IT SI--10P DRAWINGS AND SAMPLES FOR ALL / �� °o ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. SL / PA IRKbNG 4. THE CONTRACTOR ShALL PERFORM HIS WORK SO �` 6.0' Sp,4c THAT A MINIMUM OF DISRUPTION IS CAUSED TO Iif. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, / If), NEW GONGRETE •i�It1�� THOSE PORTIONS OF THE 'PUILDINS WHERE THERE IS AND EFFECT ALL REQUIRED UTILITY SHUTDOWNS IN APRON �.♦111 •6'4" • • ' `/ Q $411 �► 111� vi►. , .NO WORK. COORDINATION WITh THE OWNER. TWO WEEKS PRIOR ,1`1 A•NOTICE SHALL PSE REQUIRED. w / Q S. ACCESS TO ALL AREAS OF THE U I LD I NG SHALL ISE o _- _... •• / p W 0 sz COORDINATED PAY THE OWNER. 20.PATCH AND REPAIR AS REQUIRED EXISTINS DAMAGED _ _ o r4(Q,pa U o� CONSTRUCTION IN AREA OF WORK AND WHERE _ - . . p _ Ca►,q �,�j Z }- O 6. CONSTRUCTION OPERATIONS SMALL PE COORDINATED DISTURBED PAY NEW WORK. ALIGN AND BLEND — •R • '� G O >- >=• — YARD SETBACK Q AT ALL TIMES WITH THE OWNER. DAMAGED CONSTRUCTION WITH ADJACENT EXISTINS SllFb ' bps f ' �o. W �p 361 / / - U SURFACES. �� / y; • • z Z �7. ALL EXITS SHALL PE KEPT READILY AGGESSI LE AND Sr , / Z.OT rar e / W O UNO�STRUGTED AT ALL TIMES. 21. FINISH FACE OF NEW WORK SHALL ALIGN WITH FINISH X36 ♦1 1 1 u� FACE OF EXISTINS WORK. 8'�4 _ . /. - • ' f11���4'11',�►��'1 4 / C/ W S. THE TERM 'TO REMAIN' IS USED TO INDICATE THAT 4 _ - . . ! i�1•1�11� $ a.. 0 AN ITEM IS EXISTING AND NO' MAJOR WORK 16 22.DELIVERIES AND REMOVALS SHALL PE AS DIRECTED p0 �q _ - • SETgp,GK �'`1��r►1� o _ w 0 ,`�Y THE OWNER. -� SIDE YARD I. ♦ / Z -1 L REQUIRED, HOWEVER, THE TERM DOES NOT PRECLUDE i - - PATCHING, REPAIRINS, REFINISHING, ETC. U J I- 23. SLL FRAMING LUviPER SHALL MEET OR EXCEED THE i8 61. WHEN PATCHING AND REPAIRING ARE GALLED FOR PAY FO_LOW I NS: F = 12.00p s i , E = 1,--10,000 ' ' ,/ W 0 0 THE DOCUMENTS, IT IS NOT TO PE CONSTRUED THAT - / • p ;� gj �•-_ �/ N THESE ARE THE ONLY PLACES WHERE SUCH WORK IS 24. JOIST HANGERS TO PSE TECO" OR EQUAL FOR ALL m p ` / /0 40o --- REQUIRED. FLUSH STRUCTURAL CONNECTIONS. J� / ry^' • r 235 A 10. ALL PATCHING AND REPAIRINS OF SURFACES IS TO 25. PROVIDE HEADERS (MIN. 2"x8" U.O.N.) OVER ALL �`� / / ' }L'a PE DONE WITH MATERIALS AND WORKMANSHIP TO DOOR AND WINDOW OPENINGS SUPPORTED P>Y /0 , DAT,, -zo ,C t2.p. , /b Y5 MATGh ADJACENT SURFACES. D LE STUDS AT EACH SIDE. � — UR OUB U G E 3 ig !8 FE.:-:payoff PY:... ..___ NOT FY 'L D!NC, D _PAF ri, :NT AT 11. REMOVE AND PATCH EXISTING WORK AS REQUIRED TO 25• NEW WINDOWS TO PE PAY ANDERSEN, 400 SERIES, 00 8 73G0Lf /oo� .4 FOR THE ACCOMMODATE NEW WORK. TERRATONE COLOR IN EXISTINS ROUSH OPENINGS. I, in X8 F;, LG;' lNG I:.:.�, T 23 : ,., ,,.IO.., i 0 / ryckz, 1. FGA :-�r.l T11%O RSCi.�InE� EX. DWELLING • PA770 Fcr POURED c:, !cr,HTE. O / �� 2. O(.Ji, - F[R,'." ,NL, ;% PLUM B:NG / 3. INSUI_r':I;ON / ^ 4. F iN":L CONZTRLSC T ION MUST W ‹)")' /y�� 4 • COP, ^t_L�� I_�;.,. (;.0. U w Z ALL CONSTRUCTIONTHE �OQ / / SHALL SOFT z REQUIREMENTS OF THE CODES OF NEW F- 14U YORK STATE. NOT RESPONSIBLE FOR W Q a_ '0 / DESIGN OR CONSTRUCTION ERRORS. z0 0 / 4!!+0, sk' oC -*.. , ': ; ',: !_. L.Y..7's OF / NL. ,. .r. , r "i O�tN CODES z / � O S ;EOL IRED Nr) CONDHONS OF Y I '1 rn I - SO .-r°',:r"7'>:A!N HP LOARD DEADMAN / -� u ��,^. ,,, ^ ��� 6X6 WD RAILROAD TIES ___...__.-. _ .-_ _-=:=:---�._W' .:1'-; '=111E1I ..II -111-111111111= / _r-,_,m, , 'I-ITT I I —I I _=I 11=1 11=11 I—I 4`�1� 111-EI -L1=-111-I — h— II -III —III—ETI' II—I PROVIDE CONTINUOUS . I— —i I —I I —I —T= GALV. STEEL ROD 4'-0"O.C. —I 11 (TYP.) w OR VA I— i 5 43 (_�'�..,,�.�"��PAN ZG� � 0 Iil :IT_I -III—III=III=1 s ��,� DRAWN: R. JUAREZ II IIIHETI=III—III ♦ USE IS UNLAWFUL CHECK: J. SBALGIA I I- 11=11 -111111-1TI—I -1 1 1=111—I 11=1 11-111-11 l'AIL -L= . f=111-I _ WITHOUT CERTIFICATE SCALE: AS NOTED :��I III11f.1111III1II��IiII1111I1111IIIIIIIIIIIIII / p,� D ,11=III=ll=111-_11=111=111=111=1 v,�N OF OCCUPANCY DATE: 5/ 10/2015 UNDISTURBED SOIL Jij I =111=111=1 II—t1— 11=111=111=111- 11-4 =ll=11 I- ' / ____._ SEA fL=1 I 11 I 1=I =111=111=1117 Lwow. WOOD P��26 . � o ' / =111=1= 11- 11=111-1 I �- g,, ll-111= -1=1- ki-I 111-I I I-♦T 11 I1= ' 1=111=111=1 9E-41 I—IJ As =111=111=111- l E=1 - NOTE: Y 1=f I=f=I i—�=11 H HORIZONTAL TIMBERS OR RAILROAD TIES. i '� i 0- 1i) ���ii '..,,,F'k!;� `� 'LI111111 I M I II 111 I E1Il 111 DRIVE ROD THROUGH VERTICALLY AT 4'-0 WOOD D1QGK �� .*�f III III III III_ O.C. IF SOIL IS ACTIVE OR IF MORE THAN 3-0 �i , TTf - OF SOIL IS BEING RETAINED. CONSIDER A .� :7 . 9''''''.'; '/' "DEADMAN"AT±6'-0" O.C. SHEET NUMBER: TERRACE WALL DETAIL PLOT PLAN SCALE: 3/4"=I'-O" SCALE: 1"= 10'-0" 8 cil P REVISIONS: B 1. A-8 �-- 30'-0" / 30'-0" In H \ ' .. • • )•::.`4.-.:If: `4.•,.w .i •.?Ir?:S�'• is ii4-;. �i u f„- il{ rI•%” ,1,,'. 1 ;, :a.:.:. .f::. ,..(4.• •.'''•'1.. ,b r.. ' :. . f•'. I ... r__— . ... ,....is. :!' e i .� •s:.. s•1i v..-:... ..;!.....,,:,,........;. -1 q; • o t15 W — +•,+ 8"Wx36"D POURED `'�r O O I W = ,; I < E= U CONCRETE FOUNDATION w/ Q ` �' 8"CONTINUOUS FOOTING ' \ f rr f, l_ — v ►_ U .1„-,, O W '� / = W DOUBLE TRIMMER Q J `� AROUND OPENING r�n ...., f o NEW WD STAIRS W/34" A v ~ ;',' _ 4X4 OF 2)NV T EZ o HIGH RAILING 4 - Q Z m Q <.• 1 r (TYP .,' y 1' EA 2 m�y o o N 810? Z v .. NEW 4"CONCRETE SLAB _71 / / • • ON GRADE ;,•: ~ ~ (3)GARAGE +�. A-8 z in '�� DOOR OPERATOR • = W i, �`�, GARAGE O O :..a ••• / :.• n �� r i r- < tL I :S= II 4X4 WD POST(TYP) PANEL • �'''- � `` --� GARAGE DOOR GARAGE 'I gI�"x81�11 I 0 DOOR GARAGE DOOR- - (2)2x12 HEADER (2) 2x12 HEADER (2) 2x12 HEADER sz 1'-6" 8'-0" j)1-011 9'-0" '-0" 8'-0" 1'-6" W 0 U/1'-0" 8'-0 '-0" 9'-0" 11'4 8'-0" 1'-6" Z O W Q }- m B _C U W GARAGE 1ST FLOOR PLAN A-8 GARAGE 1ST FLOOR PLAN w o z SCALE: I/4"=1'-O" U W W SCALE: I/4"=1'-O" _ U r- !L iii J O zU U =I 1— W p U OL N B A-8 RIDGE VENT I-5/4"X12" LVL RIDGE BEAM 12"x12" ALUM. obi TOP OF RIDGE 2XI2 RAFTERS ® I6" O.G. 30'-0" j, 17'-4 1/2" VENT BEYOND -Thr--- -Th -IMF JTW50510— — TW5 _ _— I �_,---_ —� Z �� I� '� ' O3i� I~� '� — IV ASPHALT SHINGLES (As SELECTED 0 2X8 RAFTERS 12 BY OWNER) ON 15 LB. FELT ATOP O (2)2X10 0 (2)2X10 ® 16" O.G. = 1/2" PLYWOOD SHEATHING DN 4R®7225" _ U 1071011' W -- `i PROVIDE LATERAL BRACING ' II, 1 STORAGE - BETWEEN EACH JOIST. W - ET PROVIDE CONT. ICE WATER SHEILD TO 2'-O" Q FLASHING r_.? s BEYOND WARM SIDE OF WALL z / 14 _� /4 PLYWOOD w Q 0 SUB-FLOOR OVER � O Ut z Q NP 00 2ND FLOOR F.F.E. FLOOR JOISTS CI - 9'-11 3/4" i , V. BLOCKING AS REQ©. cL Q - , TOP PLATE I Ij W c); o/ _ O ' 8'-11" ' �_� ALUM. DRIP EDGE Z 46. _ s=_: O ° DOUBLE 2X4 TOP PLATE )ALUM. GUTTER 4 LEADER0 B 0 o 4X4 WD POST 4X4 WD POST 0 L. 12" WI80TJI's ® 12" " (1YP OF 2) I%4"x12"LYI.RIDGE BEAM (TVP OF 2) m B (I) LAYER OF 5/8 TYPE X A-8 p---� 2"x8" RAFTERS " " " OG. FLOOR JOISTS F. ` / ` �mm+ A-8 ® I6" O.G. GYPSUM BOARD ON CEILING AZEK FASCIA BOARD W �J U 14 N4 / `,+i AZEK SOFFIT W/ SOFFIT O. •"/ �` v (I) LAYER OF 5/8" TYPE "X° VENT iv p 0/ N p GYPSUM BOARD TO EXTEND Q it •+� - IIIIIIIIIIIII - TO UNDERSIDE OF ROOF U N- (I j \ (1- GARAGE m WOOD CLAPBOARD TO o o I I MATCH EXISTING I 1/2" PLYWOOD SHEATHING ON 1'.,.', / NEW 2'x10" RR " / NEW 2"x10" R.R 2X4 P. TREATED SILL PLATE. 2x4 WD. STUDS ® 16" 0.�. BRAWN R. JUAREZ 0 Ib" O.G. 1 ® 16" O.G. / Na1,/a�li� PROVIDE TERMITE SHEILD CHECK: J. SBALGIA WOOD RAILING SILL SEALER (TVP) HOUSE WRAP ON EXTERIOR SCALE: AS NOTED 12" MIN TO SIDE OF PLYWOOD O (2) xlo GRADE STEPS BEYOND 4" GONRETE SLAB ON 6" MIL Y.B. SHEATHING DATE: 5/ 10/20 15 O 41, 1ST FL. FFE 5/8 DIA. ANCHOR BOLT'S ® SEA _ 5'-0" O.G. MAX. AND MAX. 12" -~;, I - - - 251 - - 0'-0° _ .: .-• 4. • • '=:i= =:i= .:'.�:. �..:. _ _ :.• 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I - - - "'�= •� `=�� ='�= - _ ='� =.-. I I I III 11 1 1 1 1 11 1 I III I 1=11-1 •~1 .I~ • 1-1.. . — :.. :.�: '•-I. :I— - --1 ::,; — �— — slitt, �.,. Tf(=1T7--' • =1— 7r-�I I I�I � I=1_1=- ---0ITr —I I IL11I I 1=111=1 I f�II f1+I 1 1= 1�1I I—II I 1 - —I 1-- •> It=1Tf=T�f�]T` % EQ. Y I-j 1_11111' ,:. I- 111-111-111- -111=11l I71L 1 Irr=rTT III—III—I IST —I fT.I I 1-1 I I= I :• I I— — I �� . ' i EQ. 1L 1 r 11L lL=1l�I �l T f-1 Ll-111_11 jf I-�LI 1 �- l .. =U-" EP POURED CONCRETE :Of,o TI—IL: . -1:-11 1Fr FOUNDATION WALL (TVP) ; " .04 ; B in llJ— - -T=III—rtitmIII III=117 A-8 1-111� _ ,:,1T�, ►I I .:I Int x'11 2"X4" KEYWAY ')� : II—III 1J 11 =TI 777=111-' . _ :, ..4e ' -1 f7_I I I—III I l' I I I-1 I I I I I =r . 7 'I I-1 11=1 I I- GARAGE 2ND FLOOR PLAN "''� �"�''' W . GARAGE SECTION - A 8"X16" DEEP GONG. FT6 SHEET NUMBER: SCALE: I/4"=I '-O" SCALE: 3/8"=I'-O" ',8En REVISIONS: ARCHITECTURAL LONERAZEK TRIM AROUND AZEK TRIM AROUND WINDOWS(TYP) WINDOWS(TYP) TOP OF RIDGE di di 1r-4 1/2" — S_ '44111101......._ 12 TOP OF RIDGE 17'-4 1/T —12 IL 12 —71/2 I It 74 12 • 2ND FL.FFE di ' " DID FL.FFE in � ILD 9'-11 3/4"AFF - U ALUM.GUTTER 9'113/4"AFF$ ( W — - 4�.` � _ z A1' I I I —Jl— - ■'■■■ 11 eZ Q s TDO BE SELECTED BYEGOMTIVE — I I I �� ■'■■!■ I I II ±_ i ' + —ti DECORATIVE BRACKET. U�,/ U OWNER — — TO BE SELECTED BY 11111 r ' l.lr� O W _ — OWNER W J ALUM.DOWNSPOUT Q : AZEK TRIM AROUND / _ - _ — V I— GARAGE DOORS(TYP) — - - — Q () — -_ _ 1 ST FL.FFE _z m T 1ST FL.FFE (� 7L-- —T / 0'0"AFF I ( 1 I • / 0'-0"AFF z GRADE VARIES GRADE VARIES U ) z x GOPLAY GARAGE DOOR LIGHT FIXTURE(TYP OF 2) (TYP.OF 3).TO BE .-- CLAP BOARD LIGHT FIXTURE WOOD CLAP BOARD '4-- SELECTED BY OWNER SIDING TO MATCH SIDING TO MATCH GARAGE FRONT ELEVATION GARAGE SIDE"5II EVATION EXISTING o o Q IL SCALE: I/4"=I'-O" SCALE: I/4"= 1 '-O" 12'x12" ROOF AZEK TRIM AROUND AZEK TRIM AROUND VENT(TYP OF 2) WINDOWS(rrP) WINDOWS(TYP) TOP OF RIDGE di TOP OF RIDGE 17-4 1/Z' 12 1T-4 1/2" 2 - 1111111111111111111I,„iii 116,. < _____ 71111101vilillIadm. 11111111111 _ _ z 2ND FL FFE1. • 2ND FL.FFE w 9'-11 3/4"AFF = 9'-11 3/4"AFF o 0 - - — U w 1 I 1 (V J z z I DECORATIVE BRACKET. _ Q— ( IL I TO BE OWNER SELECTED BY o ALUM.GUTTER X - J = — ° U '5 - - - (I) O U 1ST FL.FFE/ 1ST FL.FFE (w N 0'-0"AFF I / 0'-0"AFF `- N GRADE VARIES GRADE VARIES WOOD CLAP BOARD WOOD CLAP BOARD di SIDING TO MATCH SIDING TO MATCH EXISTING EXISTING - GARAGE REAR ELEVATION GARAGE SIDE ELEVATION SCALE: I/4 - V-0" RIDGE VENT SCALE: I/4 =I -O t I-%/4"X12" LVL RIDGE BEAM Z ,�— 0 W (n Ut w U z (n w < 0 Z in , o 0 z O _ w Q Z .-7: \ __J SUB FLOOR OVER - AZEK SOFFIT 1/ SOFFIT ll_1 FLOOR JOISTS � = VENT \�I11I1I1I11I■I1I11I11I\ cp - I . III I I I I I I I I I I I I I I I I Sill ki "NI' iiito (I) LAYER OF 5/8" TYPE "X" TOP OF PARKING GYPSUM BOARD ON CEILING 12" FLOOR TJI's OG. -JOISTS ' AREADRAWN: R. J U AREZ .EL. IS (I) LAYER OF 5/8" TYPE "X" '-IiI-I11=1 1=11�I11=III- \ CHECK: J. SBALGIA �- - - - - GYPSUM BOARD TO EXTEND TO , -I 11-1J 1=1 I 1 I =J.1=1 \ - UNDERSIDE OF ROOF SCALE: AS NOTED -III-III-I 111m-111E,_ WooD CLAPBOARD TO II �_ - ' \ ' MATCH EXISTING DATE: 5/ 10/20 15 I-III 1 1L-III �r �-- iy \ WOOD RAILING ilk-=IIIT DEADMEN EL• 16 STEPS BEYOND 1 I/2" PLYWOOD :*CATHING ON SEA -"?.-7"--7-77 - ' --- - I I=1 I f-ITL=1 _ \—\ 2X4 P. TREATED SILL PLATE. 2x4 WD. STUDS ® Ib" O.G. •;� ' J.�1-1 I I—III- �l�ll 1-1 11-1 11�11=1�I- ^� . -III—III—III=I—III=III=6X6 RR—Z--k- \ PROVIDE TERMITE SHEILD 4 SILL '4 7 � — TIES. SEE HOUSE WRAP ON EXTERIOR joi„ , ek ` _11=1 I I—I�I—1 11 I I I— \ SEALER (TYP) I�T�,,,„„ DETAIL ONE \ EL. 14 SIDE OF PLYWOOD1 I —I I I P-=1I SHEATHING �i rTow_t (ss, 1.Li ___ L=1 SHEET 5 1 11 $ .4" GONRETE SLAB ON 6" MIL Y.B. % �° :,,p , .�J I 1-_11,i- I 1-I_i ISI �1 I I_ �i III=111=1 --I 111-=I I=111=1 = I�I1=1) m \ 8�� / 5/8" DIA. ANCHOR BOLTS ® 1\ „- `-; 11E-,--111=111: =1 I E1[111=I I IE I E=1 I f _ MAX. -1 I=J.-1-i 11=1 1=I 11-1 11=11 I-1 11=1 I- \ EL. 12 MIN TO °'� 3' O" O G MAX AND M 12" 111-1T.0 - 111=11-llI L.=111- GRADE _ _ , �� FROM EACH CORNER �a� --•4�*el s0/•'. s. a ' A .!' .lG, .�' C�4'..l III III I rr7-"III-111-111-1 I I-I 1 1 7 - - - - - � -�T-�-�T- 1Tf-Tf1 -1Tf-Tff-Tff _ilT-Tff- -fTfi_TIT_1Tf�1 -1TI.�1T1 Tfi=7 .� , _ � J.! L 77T7H� III - - - - - 1 I III I II-111 111-11 I I_I I_ I I-111-11 -1 I_I I I-I 11-1 I I_I 11-I 11-z 1 1=1 I I=1 I=1 I I-1 11-I I I-111=1 11=1 11=III-III=III=1 1= =1 11=1 I I- -1 1=1 I -1 I-1 - I-1 I f-1 I-1 I I-1 I-1 I I-1 I I-1 I -1 I-II I -17 1=-1E1-ITEM-HE] _ _ - - - - - - - - - „• ,,, I,_ _ 1111 1L I 11� T I _ I � � 1- ��_I I I_I I ff III I I I_I I�' I_lll_11. J1J1; 1 111-I 1 I-1 I I�1 I 1-III-- 1�1 EI IJ-Ii-EL IEIEI I I-111 -1 E IT-�-TE I Ell I I=I I I-1T1E 1 EI 11-I I 1=I 114 I 111-111-111 I.,;,J I_„ll, 111 II i ILL L 111 11 111 11 I I I i II I J1, ,1�ll1 III-1 I I•-111... JJl,;,11, 1I E=III=I I IST 1 , ,I I-1T_I-1Ifp I mI I I III=11= -_ 8" POURED CONCRETE ' -111-=11=111:_ I I I I -I 1-111-I Ell] ,1 I-1 11, ,111 iTh ,JLI_, 111-T-11 I T- - _ _ - _ -i I I-i I I-III-I - -_I I' SHEET NUMBER: 11 El I IT=11 p 1 T 1_11=111 I I I 1 IIT- 111111 ' If Il FOUNDATION WALL (TYP) J1I-flll lm 111=1 UI ° =1 1H I - - - -1 -I I.-7=-Ii I TF I 1[1. ff I I IT �ITT l i- : --40 '; 2"X4" KEYWAY �1=III=111 =1 =1 11E�_� =L1 GARAGE SECTION - BL -0 -111=III-III=III�T 111-II-111 T 111=1 =4- Tf-ITI_IT_I_T�_I I I-1 11=1(i I I IT TTI I H I L- I11111111111111111111;I I I- I I111 8 X16 DEEP GONG. FT6 SCALE: 3/8 - II-0" [REVISIONS: ROOF RAFTER ROOF RAFTER RIDGE VALLEY HEADER DESIGN ,,,,, \ �ASFD U'ON 90 NAF:::: PH WIND :::0". i ii HEADER SPAN LP TO A MAX OF 49�� PROVIDE I JACK AND 2 KIN& STUA END 51MPSON Gssox24 MIN. \ \\ HEADER SPAN LP TO AMAX OF WFGM f = INDICATES DESIGN CRITERIA FROM STRAP ® EACH RAFTER WITH (4) TOENAILS O ILS r CO MONACH NAILSAOF STRAP piiiiIiaPROVIDE 2 JACK AND 3 KIN& 5TU7s EA END �,p,PER TALE R602.3(I) STRAP MUST EXTEND 12" $EYOND ��1 TA 3./� FASTER SCHEDULE FOR RAFTER FACE Fl / UPLIFT STRAP CONNECTION REUIREMNTS STRTAL MENDERS ( TALLE 3A • WHOM T1115 SHEET) SIMPSON L� i F1AN&ERS �, I/2" ANCHOR BOLTS 5/8"" ANCHOR BOLTS (ROOF-TO-WALL, WALL-TO-WALL AND WALL-TO-FOUNDATION) � �,� RaFrER SEE PLAN ,,D� TALE 3.2A SILL OR 15OI IOM PLATE TO FOUNDATION (PRESCRIPTIVE ALTERNATIVE TO TAPLE 3.3) � / AN6110R BOLT GONNEGTIONS WINPS'EED MILE (MPH) w ASTN MILE (MPH) ,/ /1' RE515TIN& LATERAL & SHEAR LOADS FASTEST MILE WINDSPEED (MPH) H 1•-- U SIMPSON SfRONC�-TIE LSSJi (PRESCRIPTIVE ALTERNATIVE TO TALE 3.2) 90 100 110 120 90 loo 110 12o w H . 90 100 110 120 Z SCALE: NOT TO SCALE ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR HOLT NOTE CONNECTION SUPPORTIN& EDGE NAIL SPAGINS SPAGIN& (INCHES) SPAGINS (INCHES) FRAME ROOF = Z WHERE CEILING JOISTS ARE NOT (INCHES) Q 12 PROVIDED AT TOP PLATE (IeSPACING SPAN NUMBER OF SD COMMON NAILS IN EACH (3 CATHEDRAL OR VAULTED CEILINGS) SILL PLATE TO FOUNDATION* 1 STORY46 72 (INCH TEs) (FEET) ENP OF I I/q"x20 C�AUC�E STRAP''. - LL. U SIMPSON LSU28 HANGERS REQUIRED ® (CRAWL ) 2 CRAWL SPASE OR BASEMENT STORIES / ALL I 23 36f < O Z EA. RR TO RIDGE OR HIP CONNECTION IN ACCORDANCE WITH 8802.3.1 IN 3 STORIES IS 23 LU __J ADD. TO STRAPPING. SD CO'AMl OF GGNPFLTOR MON NAILS _ 12 2. 2. 3 3 �- ® EkEt D DCBE TENSION STRAP DETAIL ( ►^r�' rADLE 3.3D THIS WALL BOTTOM PLATE TO FPN. 32 19 28 16 0 2 3 34 � SHEET) NAIL IN ACCORDANCE (SLAB ON &RADE) I-3 STORIES 12. 24 2. 3 4 5 w/MANfAC11J RS REEGGMvtTDATIONs 6 3 36 57 28 3 3 4 5 (f A- ca NOr TO 6 CALF %rill 323456 Z_ \ibi. .1 REQUIRED TO RESIST LATERAL LOADS SHALL DE DETERMINED IN Tt1E FOUNDATION DESIGN PER SECTION 1.1.4. 36 3 4 5 7 � �►� I. ANCHOR DOLT T SPAGIN S DASED ON MAXIMUM SHEAR CAPACITY OF UJDL.00KED ROOF AND/OR FLOOR DIA -IRASMS (279 PCF). d 2. ANCHOR DOLT SPAGIN&S PASO CN MAXIMUM SHEAR CAPACITY OF DRACIN& WALL PERIMETER EPEE NAIL SPACINS OF 3" 0L. (f 1 Z x ' "7.---,1 (73I PLP) DOLT IN A ZC PANGE WITH SECTION 3.4.4. v ) Q P. ANCHOR DOLT SPACINGS BASED ON MAXIMUM SHEAR GAPAGIIY OF DRAGINS WALL PERIMtI LR EDGE NAL SPACING OF 6" OL. 12- 16 2 2 3 3 Q 421 PLP) DUILT IN ACCORDANCE WITH SECTION 3.4A. 16 2 3 4 5 z U I I� 6 f 24f 33 4 5 _ Ln SIMPSON STRONS-TIE 1126 • CONNECTOR NAILED IN tLJ 28 4 6 7 O 2 5 ACCORDANCE w/ MANUFACTURERS 32 5 6 S Q INSTRUGTIONs �� - 36 4 5 7 SIMPSON STRONG-TIE 1-fi2 NOr TO PROVIDE 4-I6P FACE NAILS 2 2. 3 4 5 FROM KING STUD INTO HEADER PROVIDE S-IOP COMMON NAILS AT 16 3 4 4 5 / AT EACH SIDE EACH END OF c.s-ZO STKAPPINO FOR 20 3 4 5 6 \/(4,1141t:41; ��'�I� HEADER SPANS LE55 THAN 7 FEET & 19.2 24 4 5 6 7 /�� -;, ROOF FRAMING R 6R�0DEATEGR°"�NONi-ww r7w AT HEADER LANs 2� 4 4, 77 S - �� DOILE TOP 1 SIMPSON 65-20 STRAP 36 5 6 S - p \ I tO=R FROM TOP PLATE TO CRIPPLEGUT RR. TO ALLOW FOR y STLD AND CRIPPLE STUD TO 12. 3 4 5 6 WO SHEATHIN& TO 13E NAILED 12." FULL LENGTH (HEADER MP) 16 4 5 6 7 TO0 CZ 150XSECOND FLOOR , MOP WALL STLPS -+f- 5 - SIMPSON Gr-20 STRAP 24 24 5 6 7 - z O -y- /IF FROM HEADER TO HEADER 32. 5 7 a _ W m >- 410r10* , ' NO UPLIFT - - STLDS AND HEADER STUDS 36 6 8 - - s atm CONNECTORS To SILL PLATE (T1rP) W COMMON NAILS �_ NAILS SPAN / REQUIRED I I � I. TAPLLATED UPLIFT REQUIREMENTS ASSU E A ROOF/GELINS DEAD LOAD OF 10 PSF (2/3x15 - U LU @ EACH END OF ® EACH END OF STRAP d/ (� Z Z (SEE WFGM TALE STRAP , (SEE WFGM TALP 3.3� P5F). IF A GELINC� A rCMpLY IS Nor PRESENT CR IF THe GEILRJ6 A55EMLY IS NOT CONFUTED TO THE ROOF A!P. FOR , TIT TADUAT C ASE IN OF NALS VIALL DE INCREASED DY I NAL AT EACH END 0 W 1:7111 UPLIFT CONNECTION IS or THE STRAP. FOR EACH 5 PSF INCREASE grwY,�sei ROOF/GELIN6 DEN? LOAD, THE TApILATED W THIS SWEET) THIS .-HEET) /� I REQUIRED AT EACH END OF NIMpFR OF NAILS SHALL DE t-txMmEv TO DE REDUCED DY I NAL (�/ t FOR WALL-TO-WALL AND WALL-TO-FGU DATION CONNECTIONS, THE TAX ATED MATER OF NAILS +-� i ;; TYP I GAL 1=RAM INS AND UPL I I=T HEADER AND AT POTTOM SHALL DE PERMIT i CD TO PE REDUCED DY I NAIL AT EACH END OF THE STRAP FOR EACH FILL WAIL OF FLOOR JolsT ` �» HEADER STUDS IN ADDITION TO ANNE. - n_ O FROVIZ DV ►,. ���+ GO 1�SGT(ON s ffO� OPEN I N C�s C NET Sar WALL SUPS W O AI) AT TOP AND tOI-OM OF z J = A SCALE: I/h"=1'-d, CRIPPLE STUDS - r U 2x4 STUD ( 16" O.G. W/ / U - I- SIMPSON STRONS-TIE 0520 STRAP SIMPSON STRONS-TIE GSiO Wt=GM O U @ EACH STUD MIN. BEARINS ON NOT' TO sidle FASTEST MILE WINDSPEED (MPH) u'j N STUD SURFACE 12 LOCATED AT EACH NEW SILT), TYPICAL TALE 3.9 LL FEST FLOOR sof 100 110 120 -- SD COMMON NAILS -�- WFGM WALL 5f1EATt�IN6 ATTACHMENT @ EACH END OF STRAP TAT5I F 3.4 RIDGE TENSION STRAP GONNEGTION REGZUIREMENTS REGZUIREMENTS FOR WIND LOADS STRUCTURAL sHEATHIN& OR PANEL 51DINS3 (SFF WFGM TALE 3.313 EFEFEFEF THIS SHEET) FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) SHEATHIN& LOCATION I STUD SPAGINS MAXIMUM NAIL SPACING FOR SD SIMPSON STRONS-TIE (INGHEs O.G.) COMMON NAILS (INCHES O.G.) 052,0 STRAP 90 loo 110 120 90 100 110 12-0 12. 6 12 6 12 6 12 6 12 �T �STALLH BETWEEN SILL " i CUT ROOF ROOF NUv13ER OF 8T) COMMON NAILS IN EACH REQUIRED CAPACITY OF RIPSE 4' EDGE ZONE 16 f 61 1216 12 6 12 6 12 SD COMMON NAILS t LENGTH PITCH '''" CONNECTION PLF '3�5 24 6 12 6 12 6 122 6 12 (n AND TOP OF EDN. WALL I ® EACH Eta STRAP a 12 (FEET) END I I/4"x20 &AIX�E STRAP ( ) 2 51NIA INASGE�2„ (sEE Tti s1 SHEET)FC,MTALLE 3yg MIN 12 2 I 3 4 4 237 312 394 454 LL1 x 16 3 4 5 6 316 416 525 645 12. 6 IZ 4, IZ 6 IZ 6 IZ 0H. !I �� '/ 20 4 5 6 7 475 519 657 Sol INTERIOR ZONE 16 f 6f 121 6 12 6 12 6 (2 0 3:12 24 4 5 7 8 475 623 788 968 Z LLl 28 5 6 S - 554 72.7 919 112.5 24 6 12 6 IZ 6 122 6 122 w p &RADE= 441 L•:1_4 1. _.< / 32. 5 7 - - 633 831 1050 1291 �• �� 36 6 S 712 935 1182 1452- 382. 452 Q z TERMITE SHIELD I `, I2 2 2. 3 3 189 2.47 312. 382 z ,r- PROVIDE ERM E ELT) 16 2 3 4 4 252 330 416 510 Q CD OVER SILL SEALER AND w f 20 3 4 5 5 315 412- 520 637 W 1=GM 8 0 z F-- MAINTAIN S MIN. FROM 4:12 24 3 4 5 6 378 494 023 765 FASTEST MILE WINPSPEED (MPH) aG LLIWD. TO FIN. &RADE / j .: ._ BASMNT 4 5 6 7 441 577 727 892 TABLE 3S ' LL 1D32 4 6 7 8 504 659 831 loz090fHoo Ilo 120 LLl = 5/8"0 STFFI ANCHOR BOLTS •• ; SIMPSON STRONS-TIE GSZO 36 5 6 8 566 742.- 935 1147 ROOF S11EAT1INS ATTACHMENT Z MAX 3'-d' O . (SEF WFGM Nor TO sOAI e• I2 2 2. 2. 3 145 190 240 295 REG�UIREMENTS FOR WIND LOADS STRUCTURAL SHEATHINS --� TALE 3.ZA THIS SHFFT) .. 16 2 2 3 4 193 2.53 320 393 Q 20 2 3 4 4 • 241 317 400 491 EFEFEFE F EXTEND 150LTS MIN. 7" INTO •a 5:12 VI 3 3 4 5 289 3W 4W 589 LL I-- 1 WITH TIGHTENED NUT ' • -° : • 28 3 4 5 6 338 443 560 688 SHEATHINS LOGATIONI RAFTER/TRUSS MAXIMUM NAIL SPAGINS FOR W 0 & WASHER TO EACH BOLT. • :4 32 4 4 5 7 386 507 640 786 SPAGINS (IN OG) COMMON NAILS (INCHES O.G.) r SIMPSON STRONG-TE '. :` 36 4 5 6 7 434 570 720 884 2 2 MVP ANCHOR 15 Not' USED 12 2. 2 2. 3 PI 171 216 264 12 6 I2 6 IZ 6 12-2 Z 6 6 16 2 2. 3 3 175 228 287 352 4' PERIMETER ZONE 16 `( 61 12f 6 6 6 6 61 61 20 2 3 3 4 218 285 359 440 TYPICAL WIND UPLIIT CONNECTIONS 6:1225 3 5 O6 3399 503 4,1 41618 192 6 6 63 63 63 63 6�1 61 4' 32 3 4 5 6 350 457 575 704 6 6 6 6 6 6 4 SCALE: I/2"=1'd" (83012.1.1) I SIMPSON DP WASHER 3•'x3" 36 4 5 6 7 393 514 647 792 12 6 12 6 12 6 12 6 12 DRAWN: R. JUAREZ DESIGN CRITERIA: AMERICAN FOREST AND PAPER ASSOCIATION 12 I 2 2 2 123 160 201 245 CHECK: J. SBALGIA WOOD FRAME CONSTRUCTION MANI.& FOR � � f 1620 2. 3 3 126045 246 13 267 g INTERIOR ZONE 16 1 16 I2 6 122, 6 122 SCALE: AS NOTED ONE AND TWO FAMILY DWELLINGS ►1. 7:12-13:12 24 f 2 4 3 4 4 246 f 320 401 490 19.2 6 12 6 12` 6 122 6 6 DATE: 5/ 1 0/201 5 WFCM 995 SSG HI6i1 WIND EDITION 5/8"� SrF�I ANCHOR DIOL r5 28 3 3 4 5 287 373 468 572 • MAX 3'-d' oL. (SEE WFGM 6 328 426 535 654 2.4 6 122 6 122 6 6 6 6 TAME 32A THIS SHEET) 32 3 4 5 ;4,EA ;��._:..,: t 36 3 4 *5 4, 369 479 602 736r 44?-t-,-,,,,._..,,k-,.,,N,` ALL STRAPPING, NAILS, FASTENERS TO BE EXTEND SOL TS MIN. T INTO • EDN. WITH TI&FirENED Nur &ABLE ENPWALL RAKE & RAKE TRUSS 4 f q f 4 4 q. q. 44A nr ,�.,; ., � � TREATED FOR CONTACT WITH PRESSURE • : & WASHER TO EACH DOLT. 1. TADLLATED CONNECTION REQUIREMENTS ARE RASED GN IOTA_ UPLIFT MINUS 2/3 OF THE ROOF A6SEMDLY DEAD LOAD (2/3x10 PGF) °" '` ; h , TREATED LUMBER REQURFD IN EACH END CF THE STRAP IS EQUAL r0 I AND THE FRAMIN& IS ATTAGHIED IN AC(.ORDANGE• }- 2. WHEN THE TADUATED N.MDER OF MALSt WITH TALE 3.1 THE RIDGE STRAP AND ADDITIONALNALNSISNOTPEQUN2ED �3. WHEN A COLLAR TIE IS USED IN LIEU GF A RIDGE STRAP, THE NLM�ER 0" IOD COMMON NAILS REQUIRED IN EAGI1 END OF THE GGt LAl2 TIE NEED 4 -* t•1t .11 i NOT EXCEED THE TADU_ATED NLMDER of 8T) NAILS IN A STEEL STRAP. iS; •: 4. TALl,4TED CONNECTION REQUIREIAENTS ARE RASED ON A IZ" RIDGE STRAP SPAGINS, FOR DIFFERENT RIDGE STRAP SPAGIN&S, MULTIPLY THE 1,741111P,,,,00,..4, 11 • TADUATED VALUES DY THE APPROPRIATE MULTIPLIER DELOW. IF THE M.M'ER OF NAILS IN EACH END Cr EACH STRAP PS S, SPECIAL d VALL CONNECTION HARDWARE IS THIS PROLFLT MUST COMPLY WITH THE RESIDENTIAL CODE OF N.Y.S. AND 5. TADUATED LENGTH IRQ�S ASW4E A MEAN ROOF HEI611T OF 33 FEET. FOR MEAN ROOF HEI&HTS OF 15 FEET OR LESS, THE TAPLATED MECHANICAL SYSTEM COMPLIES w/ CHAPTERS I2 THRU 24. PLUM6INS SYSTEM • • •. � MUST COMPLY w/ CHAPTERS 25 THRU 32.. FI FGTRIGAL SYSTEM MUST COMPLY w/ VALUES SHALL DE rtKMli id? TO DE MULTIPLIED DY 080. w/ CHAPTERS 33 THRU 42. I 6» I RIDE STRAP SPAGINS (INGIIES) IZ 14 19.2 24 48 72 O� MULTIPLIER 10O 1.33 I.60 2DO 4DO 600 '° TY G L NGI� SOL SHEET NUMBER: NOr TO SOLE r 51, 1 sTRONC-Te * RIPSE TENSION STRAP CALCULATIONS BASED ON NOTE #4 ABOVE WM ANGNAk Is NOT URS' 3 W COMMON NAILS (TABULATED) X 1.33 (MULTIPLIER FOR (6" OG.) = 3.99 (4) SD cGOMMON NAILS REQUIRED AT EACH END OF RIDE TENSION STRAP Hp PI I GENERAL NOTES: REVISIONS 63. ENTIRE BASEMENT GEILINS TO BE INSULATED WITH 6" (R-19) BAITS. THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR 64. ALL HOT WATER PIPES AND DUCT WORK TO BE INSULATED AS PER NEW YORK STATE APPLICATION... ENERGY CODE. I. - DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK 65. AFFF. - ABOVE FINISHED FIRST FLOOR. ALL DIMENSIONS AND CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS 66- ALL PLYWOOD USED STRUCTURALLY SHALL MEET TY1E PERFORMANCE STANDARDS FROM PLANS AND /OR SPECIFICATIONS MUST BE GALLED TO THE ATTENTION OF THE 67. AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS SPECIFY LOW SIDE, HIGH SIDE, RECORD ENGINEER AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED OR CENTER FLUSH WITH HEADER AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME BY AN APPROVED TESTING AGENCY. (LOW SIDE FLUSH SHOWN) PI 2. CONTRACTOR AND/OR GUPCONTRAGTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRAGIN& CONTRACTOR SHALL SGf1EDLLE ALL INSPECTIONS AND OBTAIN ALL APPLICABLE AND PROTECTING AL1 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, GERTIFIGATE OF OCCUPANCIES _DISTORTIONS AND MISALIGNMENT ACCORDINS TO ALL APPLICABLE GORES, STANDARDS, AND 68. ALL BUILDINGS WITHIN ONE MILE OF THE OCEAN, DAYS, AND SOUND ARE IN A WIND- 4.... &oOD CONSTRUCTION PRACTICES. BOURNE DEBRIS RESIGN AND GLAZED OPENINGS ON THE STRUCTURES MUST BE PROTECTED �3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN WITH COLASS MEETING THE LARGE MISSILE TEST CERTIFICATION OR WITH STRUCTURAL.STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED PY CODE ( CODE SECTION 1609.1.4 ) • ��AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTESsi:f 0 0 �� �� Ln (AL.I., A.tS .., S.J.I., ETC.) ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION ENERGY NOTES END WALL alWITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. I. SEE ATTAGTIED REGG11ELK VERSION 3.5 RELEASE le ` N 7 HEADER AS INDICATED LQ 4. ALL NEW BRICKWORK TO BE LAID U' IN GEMENT-LIME MORTAR I: I: 16 MIX. CONCRETE BLOCK SKEWI1V [�TO BE LAID UP IN PORTLAND CEMENT MORTAR, 1: 3 MIX, AS PER TYPE 5 OR N OF A.S.TM. ❑ ANGL A A GOLl1vIN/P051 AS INDICATED�J MINIMUM SPECIFIED COMPRESSIVE STRENSTI1 OF CONCRETE ° �� I- U - SPEGIFIGATION /6270-196}. / o , - ( 1 W - 5. ALL BRICK AND CONCRETE BLOCK WALLS SHALL BE BONDED TOGETHER WITH GALVANIZED DUR-O-MAL ° SLOPE �J I-- MESH TIES EVERY 16" 0G.: VERTICALLY (TWO BLOCK COURSES, MAX.) - IF APPLICABLE MINIMUM SPFLrIED COMPRESSIVE STRIENOTH (Pc)" ',oo ANGLEW -6. NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON ANY FIRE WALLS OR FIRE TYPE OR LOGATIONs of CONCRETE cONSTW GTTON WEATHERING POTENTIAL \ BL COKING, EYP. �_..► I'- U Z RESTRICTIVE PARTITIONS. � � M�• _ _ - ��=�' WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, / ���� 7 REINFORE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN BASBvENr WALLS, FOUNDATIONS AD OTH3t CONCRETE 2 0 2 0 2 0 ° Simpson Strong-Ile Ili I U Q K STRUCTURAL_ INTEGRITY OF WALLS, CEILINGS, FLOORS, ROOFS, ETC. Nor E?OSFD To TFT WFs+TI-ER ,`50 ,`"0 � GLT/GLTV *INSTALL ON EVERY NEW HEADER, 2. PULS LL Ill S. MECHANICAL VENTILATION SHALL BE PROVIDED WHEREVER REQUIRED BY LOCAL GODES AND ORDINANCES Sloped and SkewedP Q Z AS WELL AS IN ACGORDANGE WITH NEW YORK STATE COPES. BAs Nr a.A65 APD INTERIOR LA155 ON SRAM, 9. All WORK PERFORMED BY THE PRIME CONTRACTOR AND/OR SUBCONTRACTORS BEING EITHER DIRECTLY OR r GARAGE DOOR 5-A1562,500 2,500 2'500 1 S I MPSON STRONG-TIE PGW __I INDIRECTLY IN CONTRACT WITH THE OWNER SHALL PERFORM SUCH WORK UNDER THE PROVISIONS OF THE Q D -_-I A.I A. CONTRACT DOCUMENT Awl. PASEtvENT WALLS, FO NDATION WALLS, EXTERIOR WALLS2¢00 'p%O WE s;„ , SIMPSON S TROD S-TIE HW SCALE: NOT TO SCALE J H 10. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED DY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR & OTTER VERTICAL CONG. WORK DUOS® TO WEATH9R TO ORDERING MATERIALS. SCALE_ NOT TO SCALE WIND FLOOR BRAG I NCS ENPWALL Q H - II. THIS N NE1R IS NGT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF TO 2,500 ,poo y�o PA z CO 12.. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE FOR SI : I PSI = OtPfi kPa SCALE: 1/4" = I'-0" Ea - 1- R402.2 CONCRETE SU6JFCT TO WEATHERING AS INDICATED IN TABLE R301.2 SHALL BE AIR A. AT 25 DAYS PSI V J Z ENTRAINED AS SPECIFIED IN TABLE 8402.2. MATERIALS USED TO PRODUCE CONCRETE AND TESTING b SEE TAMERRo12 FOR WEA ERINS POTENTIAL < O THEREOF SHALL COMPLY WITH THE APPLIGABALE STANDARDS LISTED IN AGI 318. IN ADDITIONS TO C. CONCRETE IN Tl-ESE LOCATIONS THAT MAY DE MI EGT TO NG APD THAWING PURIM/ CONSTRUCTION SHALL 0 te AR-ENTRAINED CONCRETE IN ACCORDANCE WTTH THE DEMENTS PERMITTED PY AGI 318, GEMENT GOMP'LYIN& WITH ASTM 0 1157 IS PERMITTED D. SECTION 4022 F WA CEMENT CONTENT FSE Dez 13. WHEN PLACED DIRECTLY ON CONTINUOS FOUNDATIONS „ THE WALL, WOOD SILL PLATE, OR E PROVIDE 6 ML POLYEREIENE VAPOR WRIER UNDER ALL aA65 ON SPADE = U.J • GOLD FORMED STFFI BOTTOM TRACK SHALL PE ANCHORED TO THE FOUNDATION INNAILING SGHEDUI 0 0 ACCORDANCE WITH SECTION 7" MINIMUM EMBEDMENT. ___) 14. ALL CONCRETE PLOGK MATERIAL SHALL CONFORM TO A.S.T.M. C-90 OR -/-,..__ 1 A.S.TM. 6-145 LATEST REVISIONS. ELEEATS PlLMER OFNAL15. THE TOP TWO COURSES W/MIN 15" EMBEDFD CONFORM TO ASCENT. 6-145 LATEST REVISIONS. COMMON MALS SIMPSON SHEAWALL TIEDOWN ALL ANCHOR DOLTS SHALL PE SET INTO ALL HOLLOW ,CORE PLLOCK AND MI I FD SOLID. TO BE INSTALLED AT ALL 15" ANCHOR BOLTS EMBEDED TOP 2 COURSES AND FILLED SOLID. P� JOIST CORI`ERS OF BUILDIN& 16. FILL SOLID ALL CONCRETE BLOCKS UNDER CONCENTRATED LOADS TO RTER TO TOP RATE ( TOE NALED ) '5-5d EACH LiPBEARING SOIL IN ALL BLOCK WALLS ABOVE AND BELOW GRADE. CEILING JOIST ro TCP PLATE ( roe NAILED ) !'- d TIEJOWN TO BE SECURELY ALL LOOSE LINTELS SHALL HAVE A MINIMUv1 OF 6 BEARING AT EACH END OF EACH LAP BOLTED IN THREE PLACES �ALL MASONRY OPENINGS. CILING JST TO PARAL L RAFTER ( FAE NAILED ) J-Sd PER TIE TO CORNER STUDS I . FCU'VATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUMI BEARING CAPACITY OF 2,000 LBS CEILING JOI5T LAPS OVER PARTITION ( FAE NAILED ) 9- d EACH ETV 0 I PER SQUARE FOOT WITH A MINIMUM OF 3"-,d' COVER (VIF & CONTACT ARCHITECT WITH DISCREPANCIES) TYPICAL I-5/S"0 ATR ANCHOR ° o I9. ALL WOOD FRAMING, INCL.LDING JOISTS, BEAMS, POSTS, STLDS„ ETC., TO PE DGLAS FR NO.1 OR BETTER TIE TO RAFTER ( FACE NALP ) 2-5d p,D A & 2- /4" MP WITH Fb=1200 PSI SINGUAR, Fb=1400 PSI REPETITIVE. MICROLIAMS TO PE Fb=2600 PSI PLOKING TO RAFTER ( FACE NAILED ) 2-5d ISTS, EYP.20. STRLIGTURAL STEEL TO BE ASTM A36. DETAIL FD, FABRICATED AND ERECTED PER A.I.SC. RM I'OARD ro RAFTt=R ( FACE NALEP ) 2-1d , SILLPLATE, EYP. _` rAl ' to , 1• Q 2.2.. AOORS. PROVIDE ETAL DRIP FLASHINS OVER ALL EXTERIOR WINDOWS & DOORS.TO GARAGE AREA FOR INTERIORNe SPACE SHALL PE 3/4 WALL. FRAMING 1� �I""" I� O sz HOUR UL. SELF CLOSING (MIN). / TOP RATE TO TOP RATE ( FACE NAMED ) 2-16d PER FOOT ,"P ►/ 1 1 1 1 U ASINGLE-STATION SMOKE DETECTOR ALARM DEVISE SHALL PE INSTAL I FD ON THE CEILING TOP RATES AT IMT�zsEGT1oN5 ( FACE NAILED ) �Ibd ,oINrS-eAcrl 5mE ���� ® Z � Q 23 IN EACH AND ADJACENT TO THE SI EPPING AREAS AND THE BASEMENT/CEL1 AR AND ON EVERY FOUNDATION WNL, EYP. / Q FLOOR AS PER N.Y.S. CODE SECTION R 3I7 STUD TO STUD ( FACE NAMED ) 2-16d 24" OC. 4 x 4 COLUMN TYPICAL I.L.I n 24. USE 5/5" GYP. PD. OR APPROVED EQUAL "FIRE CODE" 3/4 HOUR RATED GYP. TOHEADER Hoz ( FACE NAMen ) 16d �"a ° ;t ' 2 16-D ® 10" O .PP. FOR GARAGE, UTILITY RM., AND OVER ALL BOILERS AS PER STATE AND g °a •4 0. BLOCKING 4-O 00. MAX Q _ W LOCAL GODES. ALL FUEL BURNING EQUIPMENT TO PE IS" ABOVE GRADE 2-Lbd PSR 2x4 STUD •0• °° •q TYPICAL _ U 2.5. PROVIDE WATER RESISTANT SYP. BD. AND EXTERIOR GRRADE PLYWOOD IN ALL '1 °�a Z AREAS SUBJECT TO EXPOSURE TO WATER OR MOISTURE. TOP RATE OR BOTTOM PLATE TO S19 ( END NAILED ) s--Ibd PSR 2x6 STUD PLAN VIEW V 1 Z U. ALL GYPSUM BOARD TO PE TAPED AND SPAGKLED, MIN. 3 COATS 4-10d PER 2x5 5TW SIMPSON �.} G SECT ION AA INTO NG ,,W/ 0 2.7. WOOD SILLS SHALL BE A MINIMUv1 OF 2X4 NOMINAL LUMBER AS PER NYS 8404.3., AND sTONs-TIE 1 IP JA 1 U W WHERE REQUIRED PY SECTIONS 8322. AND 8323 PROTECTED AGAINST DECAY AND TERMITES U'LET STRAP CONNECTION ,-ad PER STRAP SCAT F: I/2" = 1'-0" LL 25. ALL HEADERS TO PE SUPPORTED PY 4" X 4" POSTS (TYP), UNLESS OTHERWISE STATED. CorrO A RATE TO FLOOR J0151, BAND JOIST, ED 2-66d PER FOOT SCALE: NOT TO SCALE t 0-- O _ 29. PROVIDE DOUBLEHEADERS AND TRIMMERS AT AIL STAIR AND FLOOR OPENINGS AND UNDER ALL JOIST OR DLOCKING ( FACE NAMED ) - ill POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. FLOOR FLRAMING 4" SPHERE CAN NOT SIMPSON SON STRONG- z -J = 30. BRIDGING TO BE EITHER SOLID, I" X 3" OR 18 SA. GROSS BRIDGING, MAX 5' -0" O . 31. ALL HEADERS TO BE (2) 2. X S UNL..ESS OTHERWISE STATED. JOIST TO SILL, TOP PLATE OR GIRDER ( TOE NAL P ) A-5d PER JOIST PASS THRU TIE LGA [::- H ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT WAVE ANY SPLIT ON THE WIDE FACE OF PRIDGQNG TO JOIsr ( TOE NALeP ) 2-ed EACH END n. ANY MEMBER GREATER THAN I/2 TIMES THE WIDE FACE --� 33. THE TOP OR BOTTOM EDGES OF JOISTS MAY PE NOTCHED NOT TO EXCEED 2". Ir{.00KING TO JOIST ( TOE NALED ) 2-ri',d EACH ETD SCALE: NOT TO SCALE Q o W 34. ALL STRUCTURAL RATE SHALL PE KEPT 2" PACK FROM CHIMNEYS. OCKNG To 5LL OR TOP ATE ( TOE NAILED 3- BL I6d EACH OCK 35. ALL FLOOR JOISTS SUPPORTING KITCHEN AND LAUNDRY EQUIPMENT TO PE SPADED 12" ON CENTER LEDSER 5-TRP TO BEAN ( FACE NALED ) 9-Ibd EACH JOIST Y Y C/ (V 36. JOISTS HANGERS, ETC. TO PE 'TECO" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. JOIST ON LEPSER TO BEAM ( TOE MONIED ) ,-ad PER JOIST 37. ALL EXTERIOR EXPOSED METAL, STEM, ETC. SHALL BE PRIMED AND PAINTED 2. COATES AND/OR GALVANIZED 33. FOR POURED CONCRETE SLAB PROVIDE 6" X 6" 10/10 GA. WWF. OVER 6 MIL POLYETHYLENE VAPOR PAW JOIST TO JOIST ( EDD NALEP ) ,--fid PER JOIST f____ „___T I BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL. PAM JOIST TO SILL OR TOP RATE ( TOE NAMED ) 2-Ibd PER FOOT 39. ALL CONCRETE HAUNCH FOOTINGS TO PE PROVIDED WITH 2-#7 REINFORCED RODS. 4O. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW &RADE (EXCEPT SLAB AREAS) SHALL PE ROOF 5YEATHIN67 sprtge DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING PITLMINOUS PLASTIC CEMENT. STRUCTURAL PANELS 5d 6'EDSE/ 12 FEDN/6 41. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTINS CONDITIONS. U U FIRE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL PE 12." THICK. 4"OG.0 @Ara RAKE A tW 5 (STET G) 42.. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENER&Y COPES. CELING SHEATHINGP P 43. ALL CONSTRUCTION SHALL DE IN ACCORDANCE WITH THE NYS RESIDENTIAL BUILDING CODES, THE NYS RESIDENTIAL BUILDING GTAM WALI6OARD 5d COOLERS T ME / 10"FHD CONSTRUCTION MANUAL, AND THE NYS ENER&Y CONSERVATION COPE. 44. ALL PLUMBING FIXTURES SHALL PE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED PY NYS CODE. WALL SIATHING GAST RON PIPE SHALL CONFORM WITH LOCAL CORE REQUIIREMENTS WITH APPROVAL JOINTS, PIPE STRUCTURALPANELS Sd 6'ETASE / Iz'FN3D 4"x4" CEDAR RAIL POSTS SUPPORTS AND CLEANOUTS. 45. EXTEND ALL EXISTINS AFFECTED PL Lt'APING AS NECESSARY TO MEET CODE AFTER NEW CONSTRUCTION GYPSUM WALLBOARD 5d COCl.ER5 T EPEE / Id FHP 2"x6" CEDAR TOP RAIL 2"x2" CEDAR RAILS @ 2X4 STUD WALL I6" OL. (TYPICAL) W 46. HEATING AND GOOLIN& DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS, IWRDPOAIRD Sd 6"ME/ fz"FEUD 5 1/2" OC. 2"x6" CEDAR O 47. LOCATION OF BASEMENT SASHS AS PER DEC. REGOMIMENDATION. FLOORS ATH 48. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH STRUCTURAL PANELS / 2"x6" CEDAR TOP RAIL SIMPSON (HD6A) HOLDDOWN LLJ Z THE OWNER TO SELECT, PROVIDE AND INSTALL AS REQUIRED (PER NEL, NEMA, NAT. PLUvIPINO COPE, A.SM.E. AND A.S.H.RE. SPECIFICATIONS) ALL r OR LESS 5d b"Mt/ I2"FELD W HEATING, VENTILATING AND AIR CONDITIONINO EQUIPMENT WHICH ARE NOT GREATER TI-IAN r Lod 0"EEE /0"FOD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIII i x4 CEDAR 11 7/8„ THREADED ROD Q OTHERWISE SHOWN ON THESE DRAWIN&S. AS WELL AS FINISH MOLPIN&S AROUND I, T U zDOORS, WINDOWS, AND FLOOR/WALL INTERSECTIONS I. NALINS REgUIRE EATS ARE RASED ON SHEATHING NAILED b INGI-E5 oN-CENTER AT ,rE PANEL EXE NF ,` 2"x2" CEDAR PALLS ® �� „_N Q Z QNO NOTE OR DETAIL OR LACK THEREOF SHALL PE CONSTRUED AS RELIEVINS THE WALL SHEATHING I5 NALPD s INCHES ON-CENTER AT THE PANE. EDGE TO OPTAIN HIGHER SHEAR CAPACITES, Il1 6"" OC. 2"x6" CEDAR 4- T 3/4" PLYWOOD SUB FLOOR z 49. T1-1E E CONTRACTOR FROM EGUTION OF ALL WORK IN ACCORDANCE WITH ALL RAT>R SHALLS PE 5TR TT TNT MEMINER5 a Pe DOMED, OR ALTERNATE cO GTORS, 51.611 A5 t ' 2"xb'" CEDAR DEGKIN& DC W REquelEARcD Z STATE AND/OR LOCAL GODES 2. WYEN WALL SHEATHING IS CONT1M0005 OVER CONNECTED MEMBERS, Tl•E TAML.ATED NUsAFER OP NAILS SHALL_ p LL.I THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, PE FERMI I tV TO PE REPxED TO Hod NAL PER Fon- FLOOR JOIST LLJ REGUATIONS, AND ORDERS OF ANY PUBLIC AUTHORITY' PEARINS ON THE PERFORMANCE 9. CORROSION RESISTANT II GAUGE ROOFING NALS AND 16 GAUGE STAPLES ARE FERMII I tY, cIt0< IBC FOR SRq� JI Z Q , 51. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL ADDITIONAL❑ �5 NUTSG STEEL WASHERS Brs, 1 �� V 1 PE AS REQUIRED PY THE LOCAL BOARD OF HEALTH. TA15LE R01.2 (I): TYf I GAL RAILINS L I NS P TAIL FLOOR JOIST CO 16" O.G. 52. COPYRIGHT 2004. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN I CONSENT Of OF THE DESIGNER, IS PROHIBITED. THESE PLANS MAY NOT PE FILED FOR SRAM? WIPP SEISMIC aLIN.F_CT TO DAMAGE FROM WINTER ICE SHIELD SCALE: 1/4" = r-o" NOTE: SPACING SHALL NOT ALLOW CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT, WITHOUT THE DESIGNERS SNOW SPEED/MPH C TTF�Y WEA gr-1IPE TERMITE DECAY HAZARDS PASSA&E OFA 4" DIA SPHERE f-1 WRITTEN AUTHORIZATION. ANY USE OF THESE BANS FOR ANY PURPOSE, OTHER AS PER NYS R. 16 THAN THAT SPECIFICALLY AUT110RI7FD PY THE DESISNER, IS 11 I FOAL, AND 45 PSF 120 MPH SEVERE 9 FEET MODERATE MODERATE II YES FLOOD MAY SUBJFULLCT THE USER THEREOF TO THE PAYMENT' OF FUGOMMI)IONS. 9052.7'1 AT NO TIME MAY THESE PLANS PE ALTERED IN ANY WAY UNLESS ACTING UNDER THE WINDOWS AND DOORS: \ (2) 2X4 TOP PLATE DIRECTION OF THE SUPERVISIN& ARGHITEGT/ENGINEER THE FOLLOWING PRODUCTS ARE SPECIFIED AS THEY MEET OR EXCEED THE REQUIRED 54. TYP © FALSE VALLEYS/LAYOVERS DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE GORE: 1141 TAt5LE .R01. II - PROVIDE NAILINS PAD SECURED TO PRIMARY FRAMINS I. WINDOWS WILL t .E ANDERSON 400 SERIES TILT-WASH - WITH A PERFORMANCE RATING 4- - PROVIDE PAD WIDTH TO ACCOMODATE GUT END DIMENSION OF RAFTER END. OF DP50 AS PER HAMA/NWWDA 1.5.2 TESTING REQUIREMENTS - PROVIDE &ALV. FRAMING CONNECTIONS p PAD TO LAYOVER RAFTERS 2. SLIDING PATIO DOORS WILL �E ANDERSON 200 SERIES NARROWLINE SLIDERS ALLOWNLE DEFLECTION OF STRUCTURAL MEMBERS SIMPSON 01126A) HOLDDOWN DRAWN: R. JUAREZ - MAINTAIN VENTING AT LAYOVER. 3. ALL GLASS TO t5E LOW - E COATED AND ARSON FILLED TO MFFT ENERGY CODECHECK: J. S BALL I A 55. FIRE BLOCKING TO CODE R6025-R602.5.14. ANDERSON WINDOWS MINIMUM DESIGN PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 15 PSF ALLOWABLE StlEER WALL GONNEGTION DETAIL 56. ASSUMED SOIL TO BE SAND OR &RAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH 5. ANDERSON WINDOWS STRUCTURAL TEST PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 22.5 PSF STRUGTURAI- MEMBER DEfLEGTION NOV TO split SCALE: AS NOTED A MINIMUM BEARING CAPACITY OF 2,000 LBS / SQ. FT. 6. ANDERSON WINDOWS WATER RESISTANCE TEST PRESSURE FOR All RESIDENTIAL WINDOWS 15 2.84, PSF RAFTERS HAVING SLOPES eREATER THAM 3/12 L/1SO DATE: 5/ 1 0/201 5 57. ALL FOOTINGS TO REST ON VIRSIN, UNDISTURBED SOIL. WITH NO FINISHED cN=JUNG ArrAGre1 TO 55. DESIGN LOADS ARE AS FOLLOWS PER SQUARE FOOT: RAFTERS• SEA ,,, LOCATION LIVE DEAD DEFLECTION LIMIT UsAeE LIVE LOAD INTERIOR WALLS APD PARTITIONS I-1/150 ;-. t , 1 ST. FLUOR 40# l0# L/360 _� FLOORS APD PLASTERED CEILJN65 L/,60 / ' �y' 1.--- 4,,,,,,.<„*,, ' 2 ND. FLOOR 40# ID# L/360 EXTERIOR MICiONES 60 ALL OTHER STRUCTURAL ME ERS L/240 ,I` O� 4,, 't� 3 RD. FLOOR 40# 10# L/360 DECKS 40 EXTERIOR WALLS WO RASTER OR 5T11G(.0 FINlai H/�60 _ a ' A ' ATTIC (NON-STORA&E) 10# 5# L/240 A 1 • r !' , �# 10# PASSENGER VEHICLE GARAGES so EXTERIOR WALLS-WIN? LOADS wlm L/2'IO :E 1 ATTIC (srORA&E) L/240 ROOF (WITH FIN. CEILING) 30# (SNOW) I5# L/240 ATTICS wmicJV STORAee 10 MITRE FINr.�t1E3 ROOF (NO FIN. GEILIN&) 30# 7# L/ISO ATTICS WM1 STORAGE 20 EXTERIOR WALL. -WIND LOADSA wrm L/120 LA , (OM1 ,, 'r SNOW LOADS HAVE PEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF Rags OR-ERTWW s�INE, ROOM5 40 FLEXIBLE FINISHES _ , ' "' d ROOF PITCH. RAFTER SIZES MAY HAVE TO PE INCREASED TO ACCOMODATE HIGHER SNOW LOADS. SLEEPING ROOt,Ts 90 59. a.ASS IN SIDELITES, SHOWER DOORS AND SLIDING GLASS DOORS TO PE TEMPERED GLASS. STAIRS 40 NOTE: L = SPAN LENGTH, II = SPAN HEIGHT 60. ELECTRICAL WORK TO CONFORM TO THE NATIONAL F1 FGTRIIG GORE AND ANY APPLICABLE SHEET NUMBER: LOCAL COPES. ALL FI FC,TRICAL WORK TO PE UNDERWRITER APPROVED SI RPRAILS APD HAM-RAILS 200 61." CONSTRUCTION TO CONFORM TO ALL CODES HAVENS JURISDICTION. THE WIND LOAD SHALL t5E PERMITTED TO f3E TAKEN AS 0.7 TIMES 62, THESE PLANS ARE DESI&NED TO MEET OR EXCEED THE REQUIRMENTS OF THE THE COMPONENT AND CLADDINS LOADS FOR THE PURPOSE OF THE , I 0 NEW YORK STATE BUILDING COPE. WHEN BUILDING LIN ANY JURISDICTION, DETERMINING DEFLECTION LIMITS HEREN. EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAY PE REQUIRED.QUIR . IT 15 THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIRMENTS WITH THE LOCAL COPE OR ENFORCEMENT 01--rIGER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED.