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HomeMy WebLinkAbout42748-Z C00**14 Town of Southold 2/21/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40220 Date: 2/21/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 860 East Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/26/2018 pursuant to which Building Permit No. 42748 dated 6/4/2018 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: NON-HABITABLE,NON-SLEEPING, ACCESSORY GARAGE WITH STORAGE ABOVE AND WOOD LANDING PER ZBA DECISION#7152, DATED 04-19-2018, AS APPLIED FOR The certificate is issued to Kilbride,Muriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42748 02-11-2019 PLUMBERS CERTIFICATION DATED 0uto ' S ignaturee TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 1 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#: 42748 Date: 6/4/2018 Permission is hereby granted to: Kilbride, Muriel c/o Richard C. Kilbride 500 White Oak Shade Rd New Canaan, CT 06840 To: demolish existing garage and construct an accessory garage as applied for per ZBA approval. At premises located at: 860 East Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-7-23 Pursuant to application dated 4/26/2018 and approved by the Building Inspector. To expire on 12/4/2019. Fees: DEMOLITION $184.00 ACCESSORY $212.00 CO -ACCESSORY BUILDING $50.00 Total: $446.00 B& for ;� 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 than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,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$15.00 Date. 2/10' 1.1 New Construction: x Old or Pre-existing Building: (check one) Location of Property: lZpct J, C, AcbqGt LL-Z1 House No. IStreet HamN ; Owner or Owners of Property: � aul A �i �'��j t; Suffolk County Tax Map No 1000, Section [ (0 Block 7 Lot 2 _? Subdivision — Filed Map. Lot: Permit No. Date of Permit. Applicant: 7")')y G Health Dept.Ap roval: r Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ //"-Applicant Signature hO��pF SO!/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G � Southold,NY 11971-0959 �0 • �� roger.riche rt(c�town.southold.ny.us Cou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Kilbride Address: 860 East Rd City- Cutchogue St: New York Zip 11935 Building Permit#' 42748 Section: 110 Block: 7 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Custom Lighting of Suffolk License No. 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 30a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock 11 Exit Fixtures TVSS Other Equipment: DETACHED GARAGE" Notes: Inspector Signature: - Date: February 11 2019 81-Cert Electrical Compliance Form.xls sours hod 06 # # TOWN OF SOUTHOLD BUILDING DEPT. "�ourm � 765-1802 INSPECTION [%4/FOUNDATION 1ST Ac4, ] ROUGH PLBG. [ ] 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: a!Vt4);A DATE Y INSPECTOR %WLS� wk, ypF SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. °`"courm 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: VW4, W<wml ory 1 Ssv &Ao h;K VIQ(16�04 DATEINSPECTOR laOUP44:2 t 1-4 t ho�yOF SOpjyO� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [k ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �'� INSPECTOR ` 1v� yOF SOUIH how o� * * TOWN OF SOUTHOLD BUILDING DEPT. °`"rouxn, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ rFRAMING NDATION 2ND [ ] I LATION 0)4[ / STRAPPING [ FINAL 4"—' J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � t♦ At,(, C*l Ee k4a bmAr_ 11 T n2ffoautc.1/ V� DATE I INSPECTOR pf SOUry�6 # f TOWN OF SOUTHOLD BUILDING DEPT. `�courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) K],ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 INSPECTOR ^ • • ;A m,Brim ... _ . ROUGH FRAMING& PLUMBING INSULATION STATE ENERGY CODE arm MR luo W, nlr=MOM MIRM m um MR _ 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined /4 ,20ff Single&Separate Storm-Water Assessment Form VContact: 1 Approved ,20 [j f Mail to:Dj�j SLhaQAp '1!1 Disapproved a/c I f j ` �Y�QQ M-mJn k Ma44- ey j�� Z ,i�TI 1 i 'PT. Phone: '116 1�,7� G17`// TOWN nim 41%T LD Expiration 120 DBuilding Inspe or APR 2 6 2018 , APPLICATION FOR BUILDI ERMIT Date'Dten6 e ;fib , 201 7 TOWN OF SOUTHOLD 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, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. jam(STg—natur6 of applicant or name,,if aI corporation) / S l c Main (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AG 42j1 Name of owner of premisestkr-- (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. 1. Loca ion of land on which proposed work will be done: dffi® CCA c.- House Number Street Hamlet County Tax Map No. 1000 Section [ [o Block 7 Lot Z 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R 'NCS .F6 m 1y b. Intended use and occupancy qn eA- ,rte 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ?10 , 00 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ©del 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exis mg structures, if any: Front I�• 3 Rear N. 2 ' Depth 2q 2 � Height 1S Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front I q 2Rear I y 12' Depth Z y� Height 172 Number of Stories 2 9. Size of lot: Front 5� Rear 53. Depth (W 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V ' 4 d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO/_ 14. Names of Owner of premises 'I(k be+rJ e, Addres by 604 R&k ' �c vi-Phone No.2,03- 279- LW61 Name of Architect A4 6-i jjr A III,) Address UU , in &,MgLLi6L&Phone No 716 - 572- y7Yl 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 NO_X_ * 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-X— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of i dividual signing contract)above named, (S)He is the G eA (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 applic 44 lt�ewith. Sworr�to before me s NOTARY PUBLIC STATE OF NEW YORK FOLK COUNTY y" day of 1 Yc C'-;Yl 2 &. 20 -10�1 6252203 M. �V Y OM--�P Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 26, 2017 TO: Muriel Kilbride 860 East Road Cutchogue,NY 11935 Please take notice that your application dated December 20, 2017 For permit to demolish and reconstruct an existing accessory garage at Location of property: 860 East Road, Cutcho ug e, NY County Tax Map No. 1000—Section 110 Block 7 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 21, 287 square foot lot in the R-40 District is not permitted pursuant to 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 between 20,000 and 39,999 square feet in total size require a minimum front yard setback of 40 feet. The accessory garage has a front yard setback of+/- 19 feet. f Authorized Signature Cc: File, ZBA BOAP,.D MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson y�� ry0 53095 Main Road•P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes N ar Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��yCOU14 � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION Ott /!/� P-m MEETING OF APRM 19,2018 PR 2 442011/8 u /" ZBA FILE:#7152 �utholdTown Clerk NAME OF APPLICANT: David Kilbride PROPERTY LOCATION: 860 East Road,(Adj.to Cutchogue Harbor)Cutchogue,NY SCTM#1000-110-7-23 SEORA DETERMINATION: The Zoning Board of Appeals_has visited the property under consideration in this application and determines-that this review falls under the Type H 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 thru A-14-25 to the Suffolk County Department of Planning issued its reply dated December 27, 2017 statim 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 March 22, 2018. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The property is located at 860 East Road, (Adj. to Cutchogue Harbor) Cutchogue, NY:- The overall-size of the piopeffty is 21,287 square feet: The southerly line that is adjacent to Cutchogue measures 5146 feet,the westerly line measures 432.44 feet, the northerly line measures 55.00 feet and borders East Road,-and the easterly line measures 422.77 feet based on the survey prepared by John C.Ehlers, LS, dated January 1, 2018. The applicant's property is a long narrow waterfront parcel in an R40 District. The property is improved with a two story residence,a detached wood deck and a one story single car garage. BASIS OF APPLICATION: Request for a Variance from Article )ocM Section 280-15 and the Building Inspector's December 26, 2017 Notice of Disapproval based on an application for a building permit to demolish and reconstruct an existing accessory garage; at; 1)located less than the code required minimum front yard setback of 40 feet; located at: 860 East Road,(Adj.to Cutchogue Harbor)Cutchogue,NY. SCTM#1000-110-7-23. RELIEF REQUESTED: The applicant requests a variance to demolish the existing wood frame single story garage which is in a very poor state of disrepair, and to build a new single car garage with a second story,not to exceed 18 feet in the same location with a front yard setback of 19 feet where the code requires 40 feet.The second floor is to be used for storage space. Page 2,April 198 2018 #7152,kilbride SCTM No. 1000-110-7-23 ADDM NAL INFQRMATION: The Board received two letters from the applicant's neighbors. One neighbor wrote in support of the project as the present garage is an eyesore. Furthermore, both neighbors supported the location of the existing and proposed new garage because the conforming front yard setback location would cause an undesired outcome and negatively affect views from their properties. The applicant presented photographs of previous decisions in the community by the Zoning Board of Appeals for non-conforming front yard setbacks. In Appeal #5362,November 6,2003 the Board granted a.front yard setback of 7 (seven)feet and in Appeal#6468, May 18, 2011 a variance for a 22.5 front yard setback was granted, for properties on East Road. On April 19, 2018, an amended building plan was received dated April 10, 2018, which depicts the height(top of ridge) of the garage at 17.8 feet which is conforming to the Town Code. FINDINGS�OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5,2018 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)Q)(D. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed garage will replace an existing structure in the same location that is currently in disrepair. The community of Fleet's Neck,where prior front yard area relief was granted,.consists of mostly older homes upon nonconforming lots that were built before the adaption of zoning laws. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area.variance. The applicant stated the new garage will be built in the same footprint of the existing garage but with a height of 18 feet in order to make the area above the garage useable for storage. The property-has a deep slope on the easterly side making it difficult to relocate a new garage and requiring extensive regrading of the property. Furthermore, because of the narrowness of the area lots, a conforming location may have a negative impact to the views from neighboring lots. 3. Town Law 4267-b(3)(bl(3). The variance granted herein is mathematically substantial,representing 52%relief from the code. However,this condition can be mitigated by the fact that the many properties within the community have front yard accessory structures close to the road front. 4. Town Law &2674(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 proposed new accessory garage will be located within the same footprint as the existing accessory garage which has been in this location without adverse impact since prior to zoning. Placing the garage at the conforming distance may have a negative aesthetic impact and require the regrading of a sloping front yard. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. In the community of Fleets Neck there are many road front garages in existence. 5. Town Law 4267-b(3)(b)(51. The difficulty has not been self-created. The garage to be demolished was in place before the adoption of current zoning laws. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new garage with a second story for storage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 3,April I$2018 #7152,Kilbride SCTM No. 1000-110-7-23 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 Acampora, seconded by Member Goehringer, and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by John C. Ehlers L.S., dated January 23, 2017 and building plans prepared by Anthony Portillo,R.A.LEER AP, dated April 10,2018. 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 ofAppeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current 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),Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing �/ v1-3 /2018 Scot-t- A. Russell SUPERVISOR 0 I��1CA\N ASG IEM TENT SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 Z�O �a- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ._--____ ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑(� 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 100 feet of horizontal distance. El[3 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�J E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑V9 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, ignatur-el-Qntact-Information,-Date-&-County-T4"ap-NumbeL!-�apter-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 Cbcck List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date S rict NAME. \ I -7 — Z 0 l7 Section Block Lot 7 i�.:)�i_ R_l�iL(�I�Ca 'E'^.i��i'1�it_.ti"I- 1��;: i;\L'Y CCf11aC1 Informaiiorz 621I � �`� ���O 7n.yM.r:u.�ncr Reviewed By: Date: �� Property Address / Location of Construction Work. — — — — — — — — — — — — — — — Approved for processing Building Permit Stormwater Management Control Plan Not Required- - — — — — — — — — — — — — — — aStormwater Management Control Plan a Required. (Forward to Engineering Department for Review) f-C)RM ` si✓1CP - TOS MAY 2014 o��Sp�Ft1�,��OG Town Hall Annex Telephone(631)765-1802 54375 Main Road o < Fax(631)765-9502 P.O. Box 1179 0 — -GO- ----Southold-;-NY-11971--0959 -- y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: 12 ha l Zo r7 Owner: '0a %d- k; 1J f r R- Location of Properly: &O ast �� , C'Ackc)%Eq_ , i q 3c Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable lin: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): T_'�JJ q �GYY�cc iC1 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 tffdltBUILDING DEPARTMENT- Electrical Inspector V TOWN OF SOUTH t® O V 7[E Town Hall Annex - 54375 Main R - PO Box 1179 a . Southold, New York 11 11 _g Telephone (631) 765-1802 - FAX (631) -95�2�` roper.riche rt@town.sou thold.nY.us APPLICATION FOR ELECTRICAL INSPECTION "OFSOUTHOLD REQUESTED BY: Date: �\ Company Name: t.uryl 0- o- -Fn I Name: License No.: email:C LoS -70mOL Io Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: r� Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Seciion: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: �NO Rough In Final Do you need a Temp Certificate?: YES /g ssue On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PC,,) C 82-Request for Inspection Form.xis /4 Custom Lighting of Suffolk PO Box 1698 Mattituck,NY 11952 CUDS Tel 631-298-4588 CUSTOM LIGHTING OF SUFFOLK Clos5170@gmail.com MASM ELEMICM I M WM D [ECROVE D JUNE 1, 2018 JUN 1 2018 BUILDING DEPT. TOWN OF SOWHOLD To whom it may Concern, This letter is in regards to the David Kilbride's Residence located at 860 East Road in Cutchogue, NY. Custom Lighting of Suffolk(License Number 38893-ME) has disconnected power from main house to the garage.PSEG did not power the garage,only the main house.We were able to disconnect without PSEG's involvement. Benjamin Doroski MASTER ELECTRICIAN SO!/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD February 14, 2019 Doug Scharadin 15400 Route 25 Mattituck, New York 11952 RE: Mbirde, 860 East Road, Cutchogue. A survey is required showing the location and setback for the accessory garage after construction. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 42748-Z accessory garage ' N SUR\/EY OF PROPERTY W E 51TUATE: CUTCHOGUE TOWN: 5OUTHOLD SUFFOLK COUNTY, NY S SURVEYED 0I-23-2017 SUFFOLK GOUNTY TAX # ! GAD 1000 - 110 - 1 - 23 f�SpHAI T ROADWAY' CERTIFIED M. N85o5 2U' S � A�N>�I R DAVID W.�BRIDE RICHARD C.IM RIDE WHHl IAM B.ER BRIDE 14, JOHN JAY KHJN E Jr. ��N u PROPOSED OARA,GE �1 ey �o �� '�s„ 0� ko _yT, O-- 0 y� o o�o T . p ArN,� 53. i,!^_e Ir �xn rauea ate a cn«mwuon to o s w y • t V. d i ��� ^w�«:g o itie�e w.a.K�eyors sea a n V a�rn sec,a:'12o4 su>m.acm z t a he tb..Tar`.ride Encdnn Lai NOTE-5: ,J � slaiped sed 5liell Ge corctle�ed,o to Vda kue MONUMENT FOUND •ce.tard.ns�caea twe«�sgi+y,ral m 't J.'j �'r"�l"`'�P�ePa'eo�occoreo+ce rt1�lne e.- t ]l K,N9 COLe d rxo:,r.r«laa s�...e�mgs,ea O PIPE FOUND th�r-,.Tat St.r�«ac��r wa aai 9a.<.n's.f za ��dwti<. i nn a,y p y.sy s a-P-«l 0 STAKE 5ET a.�.- lal o'd 11.lan IYsleG Hereon,4'a to,rte a,ne r�m,e�n.cennKo- � fans re.w:vareeraae w uaatw+ai xnewtare LANDS Area Area = 21,287 50 FT OR 0.49 JOHN OHN C. EHL AND SURVEYOR 6 FAST MAIN STREET N.Y.S.UC.NO.50202 GRAPHIG 5GALE 1"= 40' RIVERHEAD,N.Y. 11901 REF.C-\Usm\john\Dropboa\17\17-104.pro 6p 66666666 369-8288 Fax 369-8287 � I N 5URYEY OF PROPERTY W E 51TUATE: CUTCHOGUE TOWN: 5OUTHOLD SUFFOLK COUNTY, NY S SURVEYED 0I-23-2017 SUFFOLK GOUNTY TAX # 1000 - 110 - -7 - 23 p,SpHALT POADMY CERIUM TO. N85°5 2U' S ��E ®AVID W.KMBR®E MCIUM C.li"ME VAIIJV-c JOHN JAY RH)B. E Jrr.. PROPOSED 6AR46E _ 1a �t17 a Po �< O,, hyo tk ;-00o < � o �oo � T o ^� o� ST 7� O/ T OO VI t� -- ---woo5 7 V Bldg Dept coPY from ZBA / t�v�`� ���� 32' Final reviewed do uments 5'i 50 I i Ll+� •r L"'� v�tro.uea«Ixotw�o-amtw.�to a s....uy .:��� � 3 mc4 cea-itg a r enla lino surveyors sea a a G.LEF, '� vblatpl«5ecebrt 120-LSW-0NLSIOn 3.«IM y— Yak Slate Ear-dray Lo.' NOTES: C3 [ I ��i ,� Q «' 11 �j3 ,ro-�ao�rrom v..�-.�a a n �^ slampeG sea sr�af m cartaerea to tr vain tr„e copes' MONUMENT FOUND �:j vey r.m peporea v�accaaa�ce waft ll�e e.- i7 KtNy Goae d R'xlice far LCM`_iffy o0oplea O PIPE FOUND f/, 4 ''L�" 5� any ,F:' ,1 to tro penin f«.anm the ar.,ey is prapu-ea. 16 STAKE SET S' 602 2 m Ns belnt to lM Ad .w,p.d tol ogercy ab kWttg bslfluttat ItsteO ftereon,ata to Ina o»yees«the brcLg Yotltvlbt GeriVt'ca- D�AiJ()SJP liorb are rat Irax.FeraCie to ona'dY�o�vul'kutbns Area = 21,287 50 FT OR 0.49 AGRE5 JOHN C. EHL LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SCALE 1"= 40' RTVERHEAD,N.Y. 11901 REF.C:\Usmxjohn\DrWbox\17\17-104.pro 369-8288 Fax 369-8287 N SURVEY OF PROPERTY W E �7 SITUATE: CUTCHOGUE TOWN: SOUTHOLD r D SUFFOLK COUNTY NY S F F r 1 F ^'1 g SURVEYED 01-23-2017 FOUNDATION LOCATION 10-01-2018 UPDATE 01-13-201G E,kST ®AD SUFFOLK GOUNTY TAX # ASPHALT ROADWAY 1000 - 110 - 7 - 23 N8505 "201 CERTlFM TO: ANN KM.BRIDE DAVID W.KELBRIDE RICHARD C.KILBRIDE WII IIAM B.KMZRIDE JOHN JAY KIILBRID]E Jr. d� 66, Is p�J oP�d i T fo ��o ot kA �d 0 � o 7� C� �F NEi� y. 'Llwitnorized alteration or adelllon to o wrvey ^n E map 2 of tg a IKerc ed lad w v-0--.nebn b a O \ Nobl bn of eeclbn X209,sub 2,of the �� Stale EArcalkn La+" NOTES: , �' o ly es rram�t g a kraal d tee kee wth lI a -nal ort lad CIOstamped seal stall be cansder¢d to be old true F wpbs' MONUMENT FOUND * 'C—tftotM lrckc od Yerean slgMy that IN, 1 V_ wrvey wa>pr¢pat In«cardmce n-tn LM¢Y- �. lektrg Gode oI Praclke for Lard Sur Reye aeopled p PIPE FOUND < o �L s &�5. etH� ''.'�"ly /-, s to Ine person r-w Me,away-s prepa'ee. nb-hMlr to the utb cor .cp+ennnn- STAKE SET 5022 V tat a fi ency and lendln In5lllutlon hereon,cM s J Ibted o the ase-y ees or w lenelny h tltutbn. G'Mo- +' FU LAi 1� tlonS Qe not tra -Mle to a Xd of h&lltutlore Area = 21,287 SQ FT OR 0.4G ACRES JOHN C. EHL LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG SGALE I"= 40' R[VERHEAD,N.Y. 11901 REF.C:\UwnVohn\Dr+opbox\17\17-104.pm 369-8288 Fax 369-8287 D�. DO NOTPRC CEED WITH AMING UNTIL SURVEY APPRQIdED AS VO OFR OUNDATI N LOCATION DATE: B.P. ;. - HAS 6Ectd PROVED. FEE: 3 .oD BY• NOTIFY BUILDING DEPA c, AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: . 1. =OUNDATION : TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST w BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE L,. REQUIREMENTS OF THE CODES OF NEW nc,. a ^•- QUIZE j YORK STATE. NOT RESPONSIBLE FOR TRL��. ��-ACS! DESIGN OR CONSTRUCTION ERRORS. _ J COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS RE UIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA v"1 1 u COARD Twit All ex r lighting Installed, eplaced or Irep►2ired, all conform OCCUPANCY to eh ter 172 C OR of the wn Code USE IS UNLAWFUL WITHOUT CERT€FIC��T OF OCCUPANCY' R^TA!,! STORM WATER RUNOFr PURSUA,NIT TO CHAPTER 236 OF THE TOAIN CODE.' ,. y ELFP Mvf! AL INSPECTION kEQUIRED 1 77 77 jr z 0 w a 0 W D AF; {�s r r1, Ho 0 p - � '•°�"�F�.��'I 'fit ARCHITECTUREANTHOmOY PORTILLO , R .A. LEE ® AP PROJECT: ECT: , w . Baa.,. A ,c r ��: _,1.� a M :15400 M Aal OA 254 36TH STREET, SUITE 255 KILBRIDE GARAGE MATTITUCK N .Y. 11952 BROOKLYN I .Y. 11232 r � � 860 EAST ROAD CUTCHOGUE, NY 11935 r� LLC 0 : 516-2l ' -0160 0 : 7j' 6-572-474 :1 DRAWING TITLE: TITLE PAGE PAGE: T-100 . 00 DATE: 04/10/18 10176 ¢ CARPENTRY IGAL: 4 �,/ • NOTES Si�EG I�I GST I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS 1.I. ALL ALL NNEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM T • IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWI5E NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA'70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. TOSETHER AT ALL TIMES. IT 15 ALSO THE CON7RAGTORS RESPONSIBILITY TO READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER 8' MIN. FOUNDATION EXPOSURE.IN CRAWL SPACES TO BE 18„ ABOVE SCRATCH GOAT. MAINTAIN 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON •QQ COMPLETION OF WORK. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 5TRUGTURAL DE51 ON LOADS TITLE PAGE GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - OENERALL`(, VERIFY OR PROVIDE HARD WIRED APPLICABLE BUILDING DEPARTMENT. SMOKE DETECTORS w/ BATTERY BACK-UP IN: USE LIVE LOAD DEAD LOAD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANOER5 BY "TECO" OR A. EACH SLEEPING ROOM •00 GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. EXTERIOR BALCONIES 60 psf 15 psf STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5, MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN B. OUTSIDE OF EACH SEPARATE SLEEPING 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALL5. AREA IN THE IMMEDIATE VICINITY OF DECKS 40 psf 15 psf THE BEDROOMS (GENERALLY THE HALLWAY) AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. G. EVERY LEVEL OF DWELLING PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) -200,00 HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER '1. ALL BEAMS, 0IRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARINO ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf STRAPPING & 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHE"15E NOTED. NAILING DETAILS SHALL BE CLARIFIED WITH THE ARCH ITEGT/ENOINEER BEFORE PROCEEDING ASPHALT ROOFING 5HINOLE5 ATTICS WITH 5TORAOE (ROOF ABOVE 3 PITCH) 20 psf 15 psf FASTENING SCHEDULE WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING SITE PLAN W P.T. SHINGLES OR APPROVED EQUAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf - 00.00 Wb. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHIT'ECT/ENGINEER. 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWI5E 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 5LEEPING ROOMS 30 psf 15 psf '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL V BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN STAIRS 40 psf 15 psf LLJ 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOFFOUNDATION PLAN CONSTRUCTION. GUARDRAILS AND HANDRAILS 200 psf 15 psf .00 U J GENERALLY q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, , TO BE OF 3/4" THICKNESS AND OF GDX GRADE. FLOOR PLANS NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S , 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, WITH 'TYVEK' HOUSE WRAP OR SPECIFICATIONS. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC ROOF FRAMING PLAN Q CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED p 15 psf FOR CATH. APPROVED EQUAL. , 5. NAILING OF ROOFING SHALL BE TO CODE. A II. THESE SET OF DPANINOS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI5HT5 AND AT ELEVATIONS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGESHEATHING . PERMITTED SEAMS OF EXTERIOR SHEATHIN . 6. CORROSION RESISTANT it GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED BUILDING SECTION 14. PROVIDE 'X' CRO55 BRACING AT JOI5T5, 5TUD5, AND RAFTERS WHEN SPANS E. ^' 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS' "i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-0" AND AT EVERY 8'-O". 2:12 PITCHES TO 4:12 PITCHES .. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE A-2 SITE WORK 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LAS5 AND LEAVE WORK NECESSARY. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, BROOM GLEAN. 1-I. PROVIDE ALL NAILING AND 5TRAPPIN& ADDRESSED ON PAGES A-1 RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROCEEDING. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. 4. NEW AND EXI5TIN& BACK FILL MATERIAL ARE TO BE FREE OF WEED5, TREE THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR AS PER PAGE A-I THROUGH A-3. COMPLETION OF PROJECT. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING ACCORDANCE wAWA/ AA G22;W TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN COPPERHERE DRILLING AND/OR GUTTING OCCURS, FIELD ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF CODES AND REFERENCE STANDARD: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO A55ORB5 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MAINTENANCE GORE. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 5GREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR 0IM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWINO: CONSTRUCTION MANUAL BY AF 4 PA. BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT IIS CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN IAE MICROLAM PARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC 2.OE G-P LAM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 15. ALL MATERIALS, ASSEMBLIES, AND METHOD Of= CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN& A. TRU55 JOIST McMILLIAN ALL TO BE INSTALLED AS PER M2.O 2.0E S PARAARALLAM 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS GORE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. FOR NEW WALL5, A PERFORATED SHEARWALL SYSTEM 15 USED. THE APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGE5 A-1, A-2, 4 A-3. THE FASTENING SCHEDULE NFPA-10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING lq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD P05TIN0 TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS 22. PROVIDE FIREBLOGKINO AS PER TEXAS ACCESSIBILITY STANDARDS. EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® P05TING, U.O.N.). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL W0RK5 (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE w GOPYRIOHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, 0 O U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG v P4/6" RISE 4 w/ (2) 3/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS FOUNDATION, CONCRETE. AND MASONRY SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE w a 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF GLASS WINDOWS AND DOORS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I. ALL OLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 4. FOOTIN675 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 3. ALL SLIDING OLA55 DOORS, SKYLIGHT5, AND ANY OLA55 UNIT INSTALLED OTHERWISE NOTED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, UNLESS OTHERWISE NOTED. 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH1)ARC 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. UNTIL 1� TIER OF FRAMING 15 IN PLACE. 5. ALL WWINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE `O PO GY CONSERVATION GODS. ����O <�0 A '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWENER INGS. 0 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED o. 6. PROVIDE FLA5HINO PANS UNDER ALL 5LIDINO GLASS DOORS, WINDOWS, OR ¢ � � SOLID WITH CONCRETE. ANY OTHER TYPE OF OLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. . q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL ©370� O' SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 b. ALL &LASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. OLA55 DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11. GONG. SLA55 TO REST ON MIN. OF b" FINE ORAVEL OR SAND WITH q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTF-RIST105 OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE51STANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS K I L B R I D E REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE GARAGE MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 860 EAST ROAD OF 40°F AND FALLING, UNLE55 APPROVED BY ARCH IT'ECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN 5URFA�GE5. CUTCHOGUE, NY 11935 1'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ ENGINEER. DRAWING TITLE: 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. GENERAL NOTES lel. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IIN THE FOOTING. ALL 4" THICK CONCRETE SLA55 TO HAVE bxb 10/10 WELDED WARE REINFORCING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" DEEP 4 3'-0" BELOW GRADE. PAGE: A-100mOO DATE: 04/10/18 2 OF 6 FASTEN I NC SCHEDULE A ' GONSTRUGT I ON DETAILS $ WIND LOAD f'ATH T)"FIC.,AL NAIL= NO/STRAf='F NO REOU REMENTS FOR NOTE: TH15 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 z A-2 FORGONNEGTI ON DETAILS UFL= FTS SHEAR, $ LATERAL= WIND RES I ST1'""tiNGE (SEE PAAND ROUGH OPEN NO 5TRAFFINO FRAM'INO REOUIR M D NAILINO a T) MENTS, ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIE5 UNLESS NOTED OTHERWISE NOT TO 50ALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, I$ LATERAL WIND RES I STANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANT 1 TY SPAC I NO CONNECTION (f,1- I G2 ROOF 4 GE I L I NG FRAM I NC RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I Y,,..-••-�""�� ✓-".-'"' CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER J015T BLOCK I NC JOIST HANGE GEILIN6 JOI5T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP n GIRDER/HEADS o GEILIN6 JO15T LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP O W WOOD GIRDER "` COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD JOIST �~'``�. BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END ~ ` • RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END V = J JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER "ALL STRAPPING TO BE IY4"x 20 GAVE** -- "SIMPSON" EQUIVALENT — 0520 (COILED STRAP) WALL FRAMING Q J FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE " STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES WALL STUD CONNECTION DI TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I66 COMMON 4 PER STUD BOTTOM PLAT SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, - DOUBLE JOIST ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON PER FOOT _,.......-�-""�"•""�� —' FLOOR FRAMING AT 5TUD TO FLOOR ASSEMBLY TO SILL JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T PLATES) CONNECTION: BRID61N6 TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END FOR STRAP - 3 8 d COMMON NAILS a EA. D I END OF STRAP (WRAP STRAP UNDER SILL PL) BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR NON-BEARING WALLS FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - BLOGKIN6 TO SILL or 3-I6d COMMON EACH BLOCK _2 _16_ d COMMON NAILS TOP PLATE (TOE-NAIL) ALTERNATE GONFIOURATION - ABOVE STUD TO LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH J015T FLOOR CONNECTION w/ # LP74 SIMPSON (OR J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER J015T EQUAL) a PLATFORM TO SILL PLATES KING STUDS BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER JOIST RAFTER SAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ROOF SHEATHING HEADER NAIL 1 N0/STRA I F I N(5 HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, ad COMMON (0" EDGE / 12" FIELD TOP PLATE INTERIOR ZONE THI5 SECTION) bd COMMON 6" EDGE / 12" FIELD PERIMETER ZONE (4" O.G. ® 6ABILE NOTATION: JACK STUDS A- NUMBER OF 8d NAILS m EA. END OF 5TRAPPIN6 (3.1,P. I5-7-2oo1) GE I L I NG SHEATHING WALL STUD B- NUMBER OF SILL 5TUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.2313,P. 143 -2001) G- NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (3.230,P. 143 - ALTERNATE45.25D,P6. 144 -2001) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (3.7, P. 157 $ WORKSHEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (5.22F,PI4I-2001) f"p F- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION `�` TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8,P. 157 dWORKSHEET-2001) STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD Z w B E FASTENING 5GHEDULE B GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD O lel ND RESISTANT GONSTRUGTION CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS v [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: 00N5TRUGTION MANUAL 2001 EDITIONI w RIDGE-TO-RAFTERS G520 @ 21 " APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LESS Sd COMMON 6" EDGE / 12" FIELD RAFTER—TO—WALL H-1 APPLY TO EACH RAFTER ROUGH A B G D E F 6 GREATER THAN I" IOd COMMON b" EDGE / 6" F]ELD OPN6 w RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 1 1 PLATE-TO-HALL STUD 0520 © 18" APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2 ANGHOR BOLT SPEC I F I GAT I ONS 2ND. FLOOR WALL-70-I57. FLOOR WALL LFTA or 0520 (9 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-0" 5 I 3 3 3 3 DAA REQUIRES (5) 2"xl2" HDR (MIN.) -',�,�, HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD -t 2 3 4 4 4 5 ` ( M. p0 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD .;��'; z` SPECIFICATION (WFGM TABLES 3.2A 4 3.28, P. 112) c 4 ' ,. �r SHEAR WALL HOL.DDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END FOR ALL STRUCTURES: ` " - IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE 5/e"41 ANCHOR BOLTS ® 3a" O.G. �'�, _700 (USE WITH 3" SQUARE WASHERS) FpF P��ti�a USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CON5TRUGTION. Sf='L I G I NC OF TO I I LATE NOTES: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I. MIN. 7" EMBEDMENT INTO CONCRETE PROJECT: w/ 3" SQUARE WASHERS AND END NUT SETUP; TOP PLATE 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL K I L B R I D E SPLICE TOP TWO COURSES SOLID LENGTH GONT I NUOUS BUILT-U� C I RD�RS, THREE OR MORE SUPPORTS TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GARAGE FOR WIND - EXPOSURES 54r, - FOR WIND - EXPOSURES B40 - ALL OTHER GASES ONE STORY SLAB ON GRADE OR REPLACED BY HOLD DOWNS FOR SHEARWALLS CONNECTION PATTERN SCHEDULE 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" BETWEEN 1/6 BUILDING MINIMUM 5PLICE"' BUILDING MINIMUM SPLICE'�2',4 FROM ENDS AND CORNERS (TWO a CORNERS) CONNECTION DESCRIPTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) (SEE DIAGRAM TO LEFT) 860 EAST ROAD PATTERN ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 4. COORDINATE w/ HOLDOWN LOCATIONS CUTCHOGUE, NY 11935 A (2)ROWS IOd NAILS a 12"O.G. MAX.32" SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-q" I6'-O" 4'-O" DRAWING TITLE: B (3)ROWS IOd NAILS a 12"O.G. P ' INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)ROWS I/2" A BOLTS a 12"O.G.STAGGERED; -PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" 5'-0" HOLDOWN, ANCHOR BOLT, DBL.a ENDS BUILT UP 61RDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. b"-I2" ° (?)ROWS 1/2" �BOLTS a lb' O.G. 24'-0" 4'-0"/5'-0" 24'-0" b'-O" CORNER 3q. STRAPPING, & NAILING DETAILS NAILING: E (2)ROWS I/2" m BOLTS a 24"O.C. TWO-PIECE CONDITION GIRDERS ARE TO BE NAILED FROM ONE SIDE 28-O 5 O /6 3 :2951-0" '71-0" BETWEEN 116 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 5-515"TRU55LOCK SCREWS a 12"O.G. 4 1/4 OFA SCREWED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES ' BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE " " " " " _ 32-O 6-O Cl-b 32-O 8-O iv '• 6 (2)ROWS 3 OGK Sr- Ib"O.C. P SCREWED ONN(1)SIDE OF MEMBER GREVS w/TO BE NAILED FROM EACH SIDE IOd NAILS, TWO NEAR (U OPAGE: (2)ROWS S-5/8"TRU55LOGK SGRES a 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATIE 36'-O" "1'-O"/8'-q" 36'-O" q'-O" H 5cRE'Im ON(1)SIDE OF MEMBER ' P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51N5 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE: THREE-PIECE LENGTHS,THE NAIL 5PACIN5 SHALL BE REDUCED IN ORDER TO (2)ROW5 5"TRIJS5LOGK SCREWS m 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" 8-O /10-O 40-0 I I-O J BUILT UP GIRDER MAX 82" H., 50REWED ON BOTH SIDE OF MEMBER P THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED „ END A-200mOO K (2)ROWS 5"TRU55LOGK SCREWS® Ib"O.G. IN EXPOSURE B 50-O 10-O /I2-b 50-O 13-O CONDITION SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA66ERED w/ L (2)ROWS 5"TRUSSLOCK SCREWS m 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 5.TABULATED SPLICE LEN5TH5 ARE BASED ON 5 FOOT WALL „ 5GREWED ON BOTH SIDE OF MEMBER 4 1/4 OFA HORIZONTAL LINE. HEI6HT5 FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 60-O„ 60,-O„ Ib-O LATERAL LOADS SHALL BE MULTIPLIED BY H/B; P FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 70'-O” I4'-O” ?0'-O" Iq'-O" PLAN DIAGRAM OF ZONES DATE: 04/10/18 301176 NOTE: FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN V OR SMALLER „ 4 CONNECTION PATTERN B'WHEN 10"OR LARGER p GIRDER. W WALL- 1.125 80-O I b-O 80-O 22-OII 10'WALL - 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: II'WALL- 1.3(5 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 12'WALL- 1.5 THI5 COLUMN W MULTIPLIER 61RDER5 ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR IO'-O" WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL - _ - - - 7t; O . — — UTILITY '^0 — — — — — POLE 11 — — . . 4D'-------743.---------- 1 1 / — � I STRY. FRAME i EXIST. STONE w — EXIST. FRAME 6ARA6E TO BE u� DRIVEWAY — — DECK �s DEMOLISHED } J n — 1 1 — 1 I t . ........ J EXIST. CONCRETE WALK EXIST. 2 5TRY r / O FRAME UTILITY ; 4 PATH HOUSE POLE 11 J a / lu —_ - - — 0 U U ADJACENT _ — 6ARA6E �/ ........ 422.77-1 C 0 - - 532 cn _ - L . ........... - - 2EM0 S I TE PLAN SCALE: 1" = 15' N z w O V v rcerveu4 '�. oeecRnlox x wr for mm parr 1oaR Q 1101!! M)lMr. OAR i''F'I11'\il{ pwroom 1MI/! $"Salt. I'm mrK codelree mm". 1 sM ARC Q '`% ......... / 0 hk P � _ — — UTILITY k POLE • ........ . ......... . ........ — _ —• , q.,':..... a ° — — — PROP. I 5TRY. FRAME " I 4a'20 — — LOCATEOARADINSAME EXIST. STONE / ^7� ^TO BE p�7� `� — — LOCATION OF EXIST. �, EXIST. FRAME r DRIVEWAY �OF NG'�1`� — — DECK 6ARA6E / 546 sq.R. -� — EXIST. CONCRETE WALK EXIST. 2 5TRY r /(y0 O m d- / PATH FRAMEHOUSE 'n`� UTILITY PROJECT: KILBRIDE ill , _ GARAGE _ ` t — _ — 0 ADJACENT � 6ARA6E �- _ _ - 422.-l� 4 - �O 860 EAST ROAD — - - CUTCHOGUE, NY 11935 - - DRAWING TITLE: °n - - - 552°0-T14011 - SITE PLAN - INSPECTION LIST _ - - PROJECT INFO; ZONING CHART PAGE: 51 TE LAYOUT NOTES: J I TE PLAN / I. THIS IS AN ARCHITECTS 517E PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SCALE: 1" = 15' REPRESENTED ON THIS SITE PLAN 15 THE ARCHITECT'5 BEST OF K O DG . DATE: 04/10/18 2. SURVEY INFORMATION WAS OBTAINED 4 OF 6 FROM A SURVEY DATED DECEMBER 10, 2001 AND PREPARED BY: JOHN G. EHLERS 6 EAST MAIN STREET RIVERHEAD, N.Y. IIci01 TELEPHONE: (631) 36�i-8288 OENEI,AL 5*%r � 5OL KEY : _ EXISTING TO BE DEMOLISHED NEW (I) COURSE EXISTING TO REMAIN OF CMU BLOCK41 NEW WOOD FRAME (L.T. OVER SLAB 5TL. WHEN APPLICABLE) 14-2 _ 1'-0"f—: -3'-O" -2'-2" NEW PARTIAL HEIGHT I I _ _ _ _ _ _.._..-- - -- _ - 7 . WOOD FRAME (L.G. STL. WHEN APPLICABLE) I— — — — — — — — — — — — Q " LANDING I 2 2 R MEGHANIGAL CONNECTIONS: I am Tj d STEPS I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE NEW FOUNDATION WALL ?. I — — — — — — — ' m `" 2. THE SU55SUBSTITUTIl-UTION SHALL MEED NITH AN TALLOF THE MINIMUM CRITERIA NEW 4" P. GONG. I I 5 =p SPECIFIED BY "SIMPSON" MANUFACTURER. ® MIN. (2) 2"x4" STRUCTURAL I; SLAB ON 4" THICK p DBL. CEILING J015T ++ 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED P05T FOR 4" WALLS I I F- VALUES INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY (MIN. (2) 2"xb" STRUCTURAL GRAVEL BASE Iz O x N _ BE SEVERAL LOADING VALUES,CONTRACTOR SHALL CONTACT POST FOR 6" WALLS), U.O.N. I •• I I I I tic O U ( ^^ ARCHITESPECIFIE�BY ANYL �DIN6 VALUES ARE LE55 THAN WHAT IS " m 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED A-400 I I ... . -I A-400 A-400 ~--------------- -- __- _._._..J--- A I _. A A m -- FA-400 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS ' 5 pNor PER MANUFACTURER 5PEGIFIGATION5 OF THE PRODUCT BEING F- I: ., I I I DBL. GEllO6 JOIST NEW UP 6. TALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER w I I I IMANUFACTURER I PNIIBEINe INSTALLED T VARIATIONS IN CONNECTOR GONF6URATIO SHALL BE APPROVED I( OISTEOUNDATION FLAN NOTES BY ARCHITECT ® I6" O.GTyp g, ALL CONNECTORS SPECIFIED A5 A "SIMF ON" TOP MOUNTED BEAM V J HANGER SHALL BE ALLOWED TO BE SU55TITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED Q TYP I GAL F. GONG. MONOL I TH I G SLAB AND I ABOVE. O FOOTING • (2) 2"x6" P.T. SILL PLATES W/ COPPER TERMITE SHIELD ONE GAR �p I:.• I I I FRAME SILL SEAL POURED CONCRETE AND STEEL REINFORCEMENT NOTES ' I GARAGE • ANCHOR BOLTS AS PER PACE A-200 I I NEW (5) COURSE OVERHEAD ON SLAB Q I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT OF CMU BLOCKOd FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND • P. GONG. SLAB AND FOOTING PER DETAIL NEW I I OVER SLAB; ft DO - R 111 - - - - - DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR NEW(I) COURSE MONOLITHIC, 6" I I FILL W/ p o F ^ 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET OF CMU BLOCK I• I SLAB. FTG. 12" I NON-SHRINK I GROUT SOLID �� I / \ I SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR OVER SLAB THICK ® I2" I Lx / \ ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER FOR HE 1 CHT OF WALL SLAB (WHEN APPLICABLE) ' • I I BELOW GRADE -4o ENCOUNTERED x I I 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS 2 3 I I 4. ALL FOUNDATION WORK SHALL BE 4,000 PBI POURED CONCRETE ,AT 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE ' I I I I OAR,.6E DOOR q'-O"(N x T-01H) I_ — — — — — — J / (R.O. PER MAN. SPECS) \ I 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ASTMA615 GRADE 60. WWM FOR 5LAB5 DO NOT NEED TO BE I- - - - - - - - - - - - -- EPDXY COATED - 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAP:5 2'-?" 3 2X10 E ER SHALL BE 5TAGGERED ABOVE TARATE DOOR NEW(1) COURSE 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 3 HARDWARE IN OF CMU BLOCK " 5% MAX SLOPED CONCRETE APRON PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, OVER SLAB '� GOVERATE5, AND PLUMBNESS 8. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT F O'V I iI��f A T I O N PLAN L f A N 14'-4" CONCRETE ELQQR FLAN NOTES SCALE: 1/4" = I'-o" FIRST FLOOR FLAN O DOOR NOTE: 1. INSTALL NEW INTERIOR DOORS WHEN GALLED SCALE: I/4" = I'-o" D OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2. INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. DOOR TYPE TO BE SELECTED BY OWNER 4. INSTALL AS PER MANU SPEC.'s NEW 3"x2" ALUM. O o , „ WINDOW NOTE: DOWNSPOUT (TYPTW203i ) ' 7-2 2 O 7'2 O I. IF CASEMENT WINDOWS - ALL CSMNT WNDWS I - SHALL HAVE STRAIGHT ARM HINGE — — — — 2. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH 1'-0" O.H. POST TO RIDGE I NEW _ DN ( J r t 0" W 3. ALL NEW WINDOWS 4 DOORS SHALL BE (NEW 2"x8" ROOF RAFTERS NEW 2"x8" ROOF RAFTERS I ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNC, I ® I6" O.G. (TYP) ® I6" o.o. (TYP) OR OL I D I NO (AS NOTED) (OR EQUAL); INSTALL AS U N NEW 2"x8" ROOF RPfTER5 PER MANU. SPEC.'s. lo z m ® I6" O.G. (TYP 0 A-400 'iV - - ---- A-400 0 A-400A " O ------------___.._..---- ---- --- -----__....----.___....._....-_ A700 z A Nor WINDOW / DOOR FRAMING: A A 2 3 O SEE PAGE A-2 FOR FRAM I NO ELEMENTS AROUND DOORS AND 2'x2' SKYLIGHT [—:. WINDOWS (TYP. FOR ALL) U.O.N. GUTTER HIGH POINT Ilu I I �. ~ STORAGE UNFINISHED �O K I I Q I x 4"x5" ALUM. I I p X op GUTTER (TYP) I I (dJ O �� �� i i x- NEW 2x8 F RAFTERS 2 5 PROJECT: KILBRIDE NEW 2"x8" ROOF RAFTERS NEW 2"x8" ROOF RAFTERS ® I6" O.G. (TYP) ® I6" O.G. (TYP) 2"X6" FRAMED WALL I I I GARAGE POST TO RIDGE (2) 2" x 6" P.T. SILL PLA ,. ....:: :::.::.. -.: .:. ... B — — — — — — — — — — — — - 8 2 3 PROVIDE STRAPPING PER 6X6-IOXIO W.W.M. BETWEEN A-2.0 CONNECTION D-I 6RENTER Q UPPER # OF SLAB 860 EAST ROAD (UCSECURED IN PLACE DURING POUR BLOCKK SOLID; ID;PROVIDE TYPE CMU BLOCK TROUT P. GONG. SLAB CUTCHOGUE NY 11935 MORTAR W/ FLUSH JOINTS COPPER TERMITE ° ° a ROOF FRAM I NC PLAN SEC O I rl ) FLOOR PLAN IQ GRADE SHIELD I lI Qa � a a SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" DRAWING TITLE: (5) #4 REBAR ° O O _ ELEVATIONS O CONTINUOUS TOP d 4 GRAVEL BASE BOT. (4 TOTAL) ° PON GLEAN ° SECTION COMPACT FILL 3" 6 MIL VAPOR PROVIDE I" RIDTID -ORETARDAR INSULATION HOT DIPPED GALVANIZED PAGE: ANCHOR BOLTS ® MIN. 7" INTO ONGRETE; Bq" O.G. d MIN. 12" OO FROM CORNERS. SEE DETAIL ®®■ ON PAGE A-2.0 A-4 FOUNDATION NAL.L. DETAIL. DATE: 04/10/18 5 OF 6 -40 50ALE: 5/4" = I'-o" (5ENERAL <E)000' : _ EXISTING TO BE PEMOL15HED EXISTING TO REMAIN ROOFING - SEE NEW WOOD FRAME (L,G. TOP OF RIDGE NOTE ® SECTION d 5TL. WHEN APPLICABLE) ELEV. +17.8' 12 5r NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 12 NEW FOUNDATION WALL 15 11 if 11 111 11 11 1 ® MIN. (2) 2"x4" 5TRUCTURAL P05T FOR 4" WALLS (MIN. (2) 2"x6" STRUCTURAL L_ ML j P05T FOR 6" WALL5), U.O.N. LINE OF EXISTING RIDGE ELEV. +10.0' --------- _F.F. TOP OF TOP PLATE ELEV. +83' ------ U W F_ V 2 J E]D El❑ NEWT 51DING - SEE NEW 51DING - SEE f,. NOTE ® SECTION F-1 El NOTE m SECTION Q NEWT 5/4"x2" 'AZEK' NEW 5/4"x2" 'AZEK' a•' (OR EQUAL) WINDOW/ DOOR CASING ® ALL = (OR EQUAL) WINDOW/ NEWT/EXIST. WINDOWS DOOR CASING N ALL :9 NEW/EXIST. WINDOWS TOP OF SLABELIE I /DOORS (TYP) ELEV. +0.3' --_� /DOORS (TYPE Y aY ` E]E]� AVG. GRADE �----- �:` w' :Y; .,,.t.: ;c+,e•S .{. .;Y• ;..;^;'r 'bi ti... ..w; 1'. .:x :si!4�". ,�:x..ri »r. ,t:Lf?.Yi'- .,i:5t. ",.:`nig:. `w`, rn t;:..i<.,r �•<n}::" ,;i.•,,x: "+ a•"� NORTH ELEVATION (FRONT) EAST ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-O" SCALE: 1/4" = I'-O" ROOFING - SEE 2'x2' VELUX SKYLIGHT NOTE ® SECTION d ON CENTER; INSTALL FINISH 50HEDULE PER MAN. INSTRUCTIONS - 3 12 3 ............................................ -------------------- I r� SECTION NOTES z W O U O TYPICAL EXTERIOR WALL CON5TRUGTI0N: "• UPON "TYVEK" HOUSE WRAP (OR EQUAL) w • UPON 1/2" GDX PLYWD. SHEATHING o (BLOGKINO @ ALL PLYWD SEAMS) • 2"x6" STUDS @ 16" O.G. w/ DSL. TOP PLATE .,+t. HYs„..j ,t L•4s:..d:• .i1y,•!•;ti; .f�+4.Lc' •„i V•:,e.4,'i�•:j, .• .{4.`•..^:•a..a}i.•"+'"-.:. .....F..2..•.'i �..'+- .k-. ey: `.L%::.fit '`t`., .µ:`"<:. :a.- ' .;L.< r?.;..:a:^c` ,.v,:.. .,i *j"t"'u...,.'r,^.:•i "'ni W .. ,'^:- ,.•„r..,:, •pro O TYP I GAL ROOF 4 GE I L I NC GONSTRUGTI ON: r i a A%�P • R.R., G.J., $ G.T. AS NOTED ON PLANS (@ SPANS WEST ELEVATION (R I OH7 S 11)E) SOUTH ELEVA710N (REAR) I'-C" '-O = ALE: I/4" - I " OVER 8' INSTALL "X" BRIDOINO © CENTER OF SCALE: I/4" �� ,s '• ;> ��, SPAN, U.O.N.) SC • 1/2" PLYWOOD FINISH • CONT. RIDGE VENT CONGEALED w/ GAP SHINGLES OVER �j, J TYPICAL LEDGER BOARD FOR ROOF RAFTERS: ToP OF RIDGE 2XIO RIDGE O (I) 2"x4" BD. TO MATCH END GUT OF INTERSECTING ELEv' +17'8' -—-—-—-—-—-—-—-—-—- 12 NEw I"x8" AZEK ' 3 FACIA;OR EQUAL R.R., SECURED w/ 4" LONG PROJECT: H.D. GAL. HEX STRONG TIE SCREWS @ 16" O.G.; SCREWED INTO STUDS. �v 13 K I L B R I D E VENTED SOFFIT GARAGE ROOFING NOTE: �4i O I. Y2" GDX PLYWOOD 5HEATHIN5 (BLOCKING a ALL 4 �^ n PLYWOOD SEAMS) 2 STORAGE �n 2. INSTALL NEW ARCHITECTURAL STYLE AREA 'TIMBERLINE' A5PHALT ROOIF I NO 5H I NOLES BY 2 UNFIN15HED 860 EAST ROAD 'GAF' OR EQUAL; MIN. ORADE 240#, 30 YR CUTCHOGUE NY 11935 WARRANTY. FINISH TO MATCH EXISTING TOP OF TOP PLATE_—_—_—_ 2"xlo" G.J. I6" O.C. ' ELEV. +8.3' ft COTTAGE ON SITE. 3 DRAWING TITLE: 3. INSTALL I GE AND WATER SHIELD FROM FASG I A UP TO 24" FROM INSIDE FACE OF STUD WALL NEW 2X8 DBL HEADER ABOVE ALL ELEVATIONS AND AT VALLEYS I _ GARAGE WINDOWS d DOORS SECTION 4. INSTALL 15# BUILDING FELT o 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ'D) 2X6 SILL PLATE 6. PROVIDE RIDGE VENT (AS REO'D) 5 ® wlNDows. 7. FLASH ALL VALLEYS /-KTOP OF 5"XS" MASON 6" P. GONG. PAGE: BLOCK 8. INSTALL DRIP EDGE AS REQ'D � ELEV. +03'�B �` (5 COURSES) SLAB W/ PITCH Cf. INSTALL ALL A5 PER MANU. SPEC.s m 6x6-IOXIO W.W.M GRADE�� AVG, GRADE �- o 500. 00 O 51DINO NOTE: _ 1. INSTALL NEW CEDAR SHAKE 51 D I NG -MIN. 4" THICK _ NEW VAPOR BARRIER � 2. "TYVEK" HOUSE WRAP (OR EQUAL) I'-oW ' U GRA B >_ - _ NEI" RIGID MIN UNDERS DEOF SLAB 3. INSTALL ALL AS PER MANU. SPEC. s INSULATION DATE: 04/10/18 6 OF 6 4. PROVIDE ALL NECESSARY TRIM EXIST. VIRGIN 501L SECTION A/A- FOO SCALE: W : F3 I a 9� I FT cD M" IN ------------ Z W 0U Q O W Ex 0 rA OFA . ARCHITECTUHE ANTHOPIN"Y PORTIL 0A. LEE AP� PROJECT. Bldg Dept t co pY from ZB 77- 7A r' t a , ...e e .�. - -�o ._ - #,��.• :;:� . ., . ,♦ u _ <i r��" w ..ai. . -.a. #.�.«v..fi,�n +�4uv ,w�....�.�.�-�,.. a..a,�i aw...,...-a�...w� vmN.-.ss,..vw. ....a:r.wufr:A+.+..«...ww a.-•.--•_-.nrA..tir✓+a.'.rSAG3-w.t'+.t .Jr1e,-SMii.".�LwdJ+�fYre'- .,. ..-.u.�wwW".=.�'�fisrae,iw.u..=w(wn+:'nY.4:Y�4u li+vt...a6.,L:w.�a8�..�s.m.�-.:..au ..- loll documents.rte�.xb•,':.. { �..x. •• J' 1 Final re viewed ZBA File#�, / KILBRIDE Date: 254 36THT EET UITE 256 GARAGE15 ®® VAI MATTITUCKN .Y. 11952 BROOKLYN 11M .Y. 112324 860 EAST ROAD s . LLC 0 : 516-2 1 -01.6 0 0 : 7 6-572-4741 CUTCHOGUE, NY 11935 DRAWING TITLE: TITLE PAGE PAGE: T-100000 DATE: 04/10/18 1 OF 6 I CARPENTRY ELECTRICAL: NOTES 4 I`TOTES SFEG 1 F 1 GAT 1 ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 5-15) UNLE55 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ���� <E)000' : OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER CONSERVATION CODE. TOSETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, „ 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COMPLETION OF WORK. STRUCTURAL DES I O N LOADS T-100.00 TITLE PAGE GENERAL PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED APPLICABLE BUILDING DEPARTMENT. SMOKE DETECTORS w/ BATTERY BACK-UP IN: USE LI\/E LOAD DEAD LOAD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. A. EACH SLEEPING ROOM EXTERIOR BALCONIES bo psf 15 psf A-1 00.00 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5• MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN B. OUTSIDE OF EACH SEPARATE SLEEPING 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. AREA IN THE IMMEDIATE VICINITY OF DECKS THE BEDROOMS (GENERALLY THE HALLWAY) 40 psf 15 psf AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. G. EVERY LEVEL OF DWELLING PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPONSIBILITY (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf A-200'00 HOLDOWN, ANCHOR BOLT, 5. ANY OM15510N5 OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONSSTRAPPING & 8. MIN. HEADER TO BE (2) 2"x10 UNLESS OTHERWISE NOTED. SHALL BE CLARIFIED WITH THE ARCH ITEGT/EN6INEER BEFORE PROCEEDING ASPHALT ROOFING SHINGLE5 ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20p sf 15 psf NAILING DETAILS WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING p FASTENING SCHEDULE SHINGLES OR APPROVED EQUAL. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE P.T. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf -JOO.00 SITE PLAN w UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE SLEEPING ROOMS 30 psf 15 psf 7. CONTRACTOR TO VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS BEFORE THE START OF FRAMING LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN STAIRS 40 psf 15 psf ~ 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 3. PROVIDE FLASHING NECE55ARY FOR WATER TIGHT AND WEATHERPROOFLu 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. CONSTRUCTION. GUARDRAILS AND HANDRAILS 200 psf 15 psf -"COO.00 FOUNDATION PLAN �- q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FLOOR PLANS U J 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, SPECIFICATIONS. I2 psf FOR ATTIC CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf ROOF FRAMING PLAN APPROVED EQUAL. f IS psf FOR CATH. 5. NAILING OF ROOFING SHALL BE TO CODE. Q A THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY ITTEN LO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEICHT5 AND AT -�J00.00 a. -� ...... AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND ib GAGE STAPLES ARE ELEVATIONS UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. PERMISSION FROM THE ARCHITECT. PERMITTED 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CROSS BRACING AT JOI5T5, STUDS, AND RAFTERS WHEN SPANS -1• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR BUILDING SECTION RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6'-O" AND AT EVERY 5'-0". 2:12 PITCHES TO 4:12 PITCHES 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE A-2 SITE WORK 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, BROOM GLEAN. 17. PROVIDE ALL NAILING AND 5TRAPPIN5 ADDRESSED ON PAGES A-1 RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH S'TAT'E AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HII5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER let. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR COMPLETION OF PROJECT. AS PER PAGE A-1 THROUGH A-3. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AOAINS ALL CLAIMS, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER CODES AND REFERENCE STANDARD: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMA&E, L055 OR EXPENSE (A) METAL BY REPEATED BRU5HIN5, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 IN 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARENATIONAL USED WITH P.T. LUMBER, BUILDING GODS, 2015 INTERNATIONAL RESIDENTIAL GODS, AND TER PROPERTY INJURY TO OR DESTRUCTION OF TAN6I5LE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MAINTENANCE GORE. ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONSTRUCTION MANUAL BY AF 4 PA. BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN I.qE MIGROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E 6-P LAM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. TRU55 J0I5T McMILLIAN 2.OE PARALLAM 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEO.'s MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEN ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 5• ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AUTHORIZATION OF THE ARCHIT'ECT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, 4 A-3. THE FASTENING SCHEDULE SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'5). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REWIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/ (2) 1/2" m ANCHOR BOLTS 64" LONG EXPANSION BOLTS 22. PROVIDE FIREBLOCKING A5 PER TEXAS ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY POSTING 0 G.M.U. WALL SEE PLAN FOR REOUIRED REINFORCING (® MIN. I6" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKINS AN ATTACHMENT ARE TO BE w/ Z w STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 6" LONG O N1 6" RISE 4 w/ (2) s/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEG5 V FOUNDATION, CONCRETE, AND MASONRY SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION A5 IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE w 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF GLA55 WINDOWS AND DOORS Q T S RST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I. ALL 7LA55 TBE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L 2• GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLE55 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED OTHERWISE NOTED WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, UNLESS OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWIN ON DRAWINGS, U.O.N. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH R , . NO BACK FILL SHALL BE PLACED A&AIN5T FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. 6SID A&G UNTIL I�1 TIER OF FRAMING IS IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ENERGY CONSERVATION CODE. 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR SOLID WITH CONCRETE. ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. � �fJ 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 7 DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. TF O fi��V II. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUT5 FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, (1) WALL TIE PER (3) 50. FT. ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS14. K I L B R I D E 32'-O" O.G., TO DIRECT ANY CONDENSATION TO FLASH JOINT AT BRICK LEDGE AND PROVIDE W 0 THE EXTERIOR. REQUIREMENTS.HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE GARAGE ' MAX.MTEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WAT'ERPROOFINie TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PEIRFORMED IN TEMPERATURES OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO 860 EAST ROAD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE: UNLESS SPECIFIED BY CUTCHOGUE, NY 11935 ARCHITECT/ ENGINEER. 16. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND DRAWING TITLE: WHERE EVER APPLICABLE. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A GENERAL NOTES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" DEEP 4 3'-0" BELOW GRADE. PAGE: A-100m00 DATE: 04/10/18 2 OF 6 FA5TENINO SCHEDULE A GONSTRUGT I ON DETAILS t$ WIND LOAD PAVE TYf= GAL NAIL NO/STRAFF I NO REOU I REMENTS FOR NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS AND NAILINO CONNECTION DETAILS UAL I FT, SHEAR/ I$ LATERAL_ lel ND RES I STANGE (SEEP A>oo ROUGH OPEN NO A-2 FOP, STRAFFINO F AMINO REQU REMEQ T)MENTS, ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE FASTENER SPEC. FASTENER DESCRIPTION AND QUANTITY 5PACINO CONNECTION G I G2 ROOF 0E I L I NO FRAM I NO lw RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD J015 WOOD JOI �r� " • tt CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCK I NO JOIST HANG E CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP i O I RDER/HEADS a CEILING JO15T LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP Lu a COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END ~ • W RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END ~ V JOIST FRAM I NO OVER WOOD O I RDER JO 15T FRAM I NO FLUSH WITH O I RDER/HEADERBALL STRAPP I NCC TO BE lY4"x 20 GAUGES -- "51 MPSON" EQUIVALENT - 0520 (GO I LED STRAP) WALL FRAM I NO Q J r FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.C. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 WALL STUD CONNECTION DI 4 BOTTOM PLAT TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 1'2 PER FOOT SUB FLOOR ENDJOIST, or BLOCKING (PAGE-NAIL) DOUBLE JO 15T . ----"" - � FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY TO SILL JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T PLATES) CONNECTION: BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END FOR STRAP - 3 8 d COMMON NAILS a EA. D I END OF STRAP (WRAP STRAP UNDER SILL PL) BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR NON-BEARINO WALLS BLOGKIN5 TO SILL or 3-Ibd COMMON EACH BLOCK FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - TOP PLATE (TOE-NAIL) _2 _16_ d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD TO LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST FLOOR CONNECTION w/ # LP74 51MP50N (OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST EQUAL) a PLATFORM TO SILL PLATES BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KING STUDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON 1 PER FOOT RAFTER GRI PPLE STUD—' tROOF SHEATH I NO HEADER NA I L I NL.//STRAFf='I NC 9 WINDOW/DOOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC, 8d COMMON 6" EDGE / 12" IFIELD INTERIOR ZONE THIS SECTION) Sd COMMON 6" EDGE / 12" IFIELD TOP PLATE PERIMETER ZONE (4" O.G. a GABLE RAKE O.H. NOTATION: JACK STUDS A- NUMBER OF 5d NAILS a EA. END OF STRAPPING (3.1,P. 15'7-2001) GE I L I NO SHEATH I NO B- NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 193 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KIN& STUDS a EA. SIDE OF HEADER (5.250,P. 193 - ALTERNATE;5.25D,P5. 194 -2001) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER a EA. SIDE (3.7,P. 15? d WORK5HEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (5.22F,PI111-2001) D F- NUMBER OF Ibd NAILS, END-NAILED THROU5H ADJACENT JACK STUD WALL SHEATHING TYPICAL HEADER CONNEOTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 15-7 d WORKSHEET -2001) STRUCTURAL PANELS 8d COMMONN 6" EDGE / 12" IFIELD z w B E_ OYP5W WALLBOARD 5d COOLERS 'T" EDGE / 10" FIELD 2 W ND RESISTANT CONSTRUCG T ON GONNETORS FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS v CONNECTION LOCATION: PART NUMBER: NOTES: F UN AG CONSTRUCTION UCTIONGE MANUAL 2001 EDITION I WITH WOOD FRAME FLOOR SHEATHING (5UBFLOOR) F RI DOE-TO-RAFTERS 0520 @ 21 It APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LESS 8d COMMON b" EDGE / 12" IFIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" IOd COMMON b" EDGE / 6" FIELD OPNG w RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I 1 1 1 PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2 ANGHOR BOLT SEG F I GAT I ONS 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD REQUIRE5 SILL PLATE OF 2"x6" (MfIN.) 6'-0" 5 I 3 3 3 3 � ��pC,yf� REQUIRES (3) 2 xI2 HDR (MIN.) HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 8'-0" 2 3 4 4 4 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD A SPECIFICATION (WFGM TABLES 3.2A 4 3.25, P. 112) - SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EAGH SIDEWALL END FOR ALL STRUCTURES: ''° f✓ ` WRAP UNDER DOUBLE SILL PLATE %",P ANCHOR 5OLT5 a q O.G. y 37g0� -;0 IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFL G I NC OF TOS FLATS NOTES: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I. MIN.-l" EMBEDMENT INTO CONCRETE PROJECT: w/ 3" SQUARE WASHERS AND END NUT SETUP; TOP PLATE 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL K I L B R I D E LSPLICE EN6 H � TOP TWO COURSES SOLID TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GARAGE GONTI NUOUS BUILT-UP ORDERSTHR OR MORS SUi�PORTS FOR WIND - EXPOSURES 154C - FOR WIND - EXPOSURES B40 - OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN 5C�HEDULE 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" BETWEEN 1/6 BUILDING MINIMUM 5PLI0E';2'•4 BUILDING MINIMUM 5PLIGE"'•4 FROM ENDS AND CORNERS (TWO a CORNERS) CONNECTION 4 1/4 OF A DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) (SEE DIAGRAM TO LEFT) 860 EAST ROAD PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: 4. COORDINATE w/ HOLDOWN LOCATIONS CUTCHOGUE NY 11935 MAX.32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 12'-O" 2'-O"/2'-6" 12'-O" A (2)ROWS IOd NAILS a 12"O.G. P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS lOd NAPIL5• 12"O.G. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-0" 3'-O"/3'-q" I6'-O" 4'-O" DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, HOEDOWN ANCHOR BOLT G (2)ROWS I/2" A BOLTS• 12"O.G.STAGGERED; Two-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" DSL.a ENDS BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. 6"-12" D (2)ROW5 I/2" 0 BOLTS a 16"O.G. 24'-O" 4'-0"/5'-0" 2 b 4'-0" '-0" CORNER CONDITION NAILING. STRAPPING, NAILING DETAILS 3q E (2)ROWS 1/2" m BOLTS a 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-O" 28'-O" '1'-0" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 3-3/6"TRUSSLOGK SGRE.W55 m 12"O,C. a 1/4 OFA SCREWED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES ' „ „ BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 521-0" 61-011/11-b„ 32, -O 8-O n 6 (2)ROWS 3-3/6”TRUSSLOGK 5GRE:WS• 16"O.G. P ,i 50REWED ON(U SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR � PAGE: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATT 36'-O" -!'-O"/8'-a" 36'-O" q'-O" (2)ROW5 3-3/6"TRU55LOGK SGREw5 a 24"O.G. CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER 5PLIGE H SCREWED ON(1)SIDE OF MEMBER P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER LI THREE-PIECE -401-0" END J (2)ROWS 5"TRU55LOGK SCREWS a l2"O.G. BUILT UP_PIECE MAX.32" PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O S-O /IO-O A-200mOO 50REHW ON BOTH SIDE OF MEMBIER P THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED K (2)ROWS 5"TRUSSLOGK SCREWS® 16"O.G. IN EXPOSURE B 501-0.1101-011/121-61, 501-011151-011 CONDITION SCREWED ON BOTH SIDE OF MEMBIER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ L (2)ROW5 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL , „ „ ,1 SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60-O„ 60,-O„ I6-O LATERAL LOADS SHALL BE MULTIPLIED BY H/6; FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "10'-O” 14'-O" -IO'-O” Iq'-O" PLAN DIAGRAM OF ZONES DATE: 04/10/18 3 OF 6 NOTE: FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I.BEAMS < HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6" OR SMALLER , V-011 0 CONNECTION PATTERN W WHEN 10"OR LARGER p GIRDER. q'WALL- 1.125 80-O' I80-O„ 22,-O„ 10'WALL 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 11'WALL-1515 5 OFFSET FASTENERS 1/2”FROM ONE SIDE TO THE OTHERANCHORING: BUILT UP GIRDER P, 12'WALL- I.5 THIS COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0”HALL NAILED TO WOOD P05TS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL w 0 - ......... , 0 0 _ — UTILITY 'n _ — POLE 'n'+1. W ............ ---------242 ' 'Y J---------- I Lu N31 4 _ — I STRY. FRAME F, EXIST. STONE / _ _ EXIST. FRAME �_ 6ARACE TO BE u� DRIVEWAY — (� DECK DEMOLISHED I`I1 �� om --------2-0'�- EXIST. CONCRETE WALK EXIST. 2 5TRY //10 O ..4. FRAME V UTILITY PATH HOUSE C� '^ POLE 1 _ _ V V r — ADJACENT 0 6ARA6E �/ �- _ - - - 4221-7 C 0 z ........ . ........ f) °� -- Q toL . ........ . ........... . ....... _ .�- 2EMO SITE PLAN SCALE: I" = 15' t N f- z w O MITU i,ar u:ybet� oocR.,,or� AFq% • coyevee � � aum sam war Q ease sns Barr. ea c li"W row" .wss Barr. ams rrureV sor. 7M2 t. 1.2sroW rw� em wveree ws ear, LQ o mrit eor� Barr. / 0 O . p �. D��c _ - - 0 y. _ UTILITY '^ ���� O M. — — — _ POLE _ ........ — _ — f� 3 I 4� ..... ,2 O — _ � PROP. I STRY. FRAME a ..r _ _ OARAOE TO BE LOCATED IN SAME EXIST. STONE , — EXIST. FRAME ± LOCATION OF EXIST. DRIVEWAY )j 7A DECK 5ARA&E / �� �- _ _ — _ — _ e46 Sq.rs. (�� 00 — EXIST. CONCRETE WALK z 0 EXIST. 2 STRY t Fn O 0HOUSE v- / PATH 'n(o�D FRAME Upo�� PROJECT. z /�, KILBRIDE GARAGE U V _ ADJACENT 0 6ARA6E _ - - - 422.1-7' C 0 860 EAST ROAD HOI - - CUTCHOGUE, NY 11935 _ DRAWING TITLE: - _ S32° SITE PLAN - - ........ . ........ . ......... 4lj INSPECTION LIST L - PROJECT INFO; ZONING CHART PAGE: SITE LAYOUT NOTES: S 1 TE ' FLAN�l A I. THIS 15 AN ARCHITECTS SITE PLAN 8 IS OO SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN IS THE SCALE: I15' " = ARGHITEGT5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED DATE: 04/10/18 4 OF 6 FROM A SURVEY DATED DECEMBER 10, 2001 AND PREPARED BY: JOHN G. EHLERS 6 EAST MAIN STREET RIVERHEAD, N.Y. 110101 TELEPHONE: (631) 3601-8288 SENERAL S 11vf50L <E'II _ EXISTING TO BE DEMOLISHED EXISTING TO REMAIN NEW (1) COURSE OF GMU BLOCK NEW WOOD FRAME (L.O. OVER SLAB 5TL. WHEN APPLICABLE) —14'-2" NEW PARTIAL HEIGHT -- - - - - - - - - - - - - - - - WOOD FRAME (L.O. 5TL. �; rl" �R.o. NEW WHEN APPLICABLE) I — — — — — — — — — 28 HDR MECHANICAL CONNECTIONS: (— � N LANDING NEW FOUNDATION WALL I" � — — — — — — — — — � I I m STEPSI. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MII MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I .. I I :. I �p _ 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA NEW 4" P. GONG. I 3 =p SPECIFIED BY "51MP5ON" MANUFACTURER. ® MIN. (2) 2"x4" STRUCTURAL SLAB ON 4" THICK I p DBL. GEILIN6 JOIST ++ 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED P05T FOR 4" WALLS I GRAVEL BASE z VALUES INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MANY (MIN. (2) Vxb" STRUCTURAL N BE SEVERAL LOADING VALUES,CONTRACTOR SHALL CONTACT POST FOR b" WALLS), U.O.N. 1 I I �x O v�I m ry ry ARCHITECT IF ANY LOADING VALUES ARE LE55 THAN WHAT 15 ccyy A-400 1 I A-400 A-400 F3- - _ -_� _r}o 4. ALL GMECHANICAL rCONNECTIONS SHALL BE HOT DIPPED GALVANIZED � _........... - ------------ - ---- _ A O A I I A A Q A 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 2 s 1 PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING JOIST NEW UP b. AL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PERLu V MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED F- FOUNDATI ON FLAN NOTES I I I I If NEW 2"x10" GEILIN6 JOIST 'IBY ARcONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED = ' .I ® Ib" O.G. (TYP) 6. ALL CONNECTORS SPECIFIED AS A "51MPSON" TOP MOUNTED BEAM V HANGER SHALL BE ALLOWED TO BE 5UI35TITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED Q TYF I GAL F. GONG. 1.10NOL I TH I G FLAB AND ° I' I I I I n ABOVE. 0 FOOT I NC • (2) 2'x6" P.T. SILL PLATES N1 COPPER TERMITE SHIELD ( I ONE GAR tp FRAME POURED CONCRETE AND STEEL REINFORCEMENT NOTES 51 LL SEAL I M GARAGE • ANCHOR BOLTS A5 PER PAGE A-200 I NEW (5) COURSEOVERHEAD ON SLAB I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 4 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND • P. GONG. SLAB AND FOOTING PER DETAIL I OF CMU BLOCK s- DOOR DOWNWARD NEW OVER SLAB; FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN6S5 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR NEW (I) COURSE MONOLITHIC b" I FILL Wr p CO I- • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET OF CMU BLOCK I SLAB. FTG. 12" I NON-SHRINK 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION GROUT SOLID / \ SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR OVER SLAB I THICK ® 12" I I O I I FOR HE I CHT OF WALL SLAB (WHEN APPL I GABLE) BELOW GRADE -4o I Vcy / \ ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS 2 3 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I '. I I • ' I _ \ I 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE �p 6A"6E DOOR 9'-O"(4 x 'T'-O"(H) '. — — — — — — 1 / (R.O. PER MAN. SPECS) \ 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ASTMA615 GRADE b0. WWM FOR SLABS DO NOT NEED TO BE L- - - - - - - - - - - - J EPDXYGOATED L _ - _ _ _ _ _ _ _ _ _ _ U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 2'-'1" _ 3 2X10 HEADER SHALL BE STA56ERED NEW(U COURSE O ABOVE GARAGE DOOR 7. PROVIDE MECHANICAL DEVICES To HOLD STEEL 4 HARDWARE IN OF CMU BLOCK-/ 15% MAX SLOPED CONCRETE APRON PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, OVER SLAB COVERA6E5, AND FLUMBNE55 �I I 12'_0" 8. GEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WEIGHT FOUI `�DATI O�I I `� FLAN 14'-4" CONCRETE FLOOR FLAN NOTES SCALE: 1/4" = I'-o" F I RST FLOOR FLAN DOOR NOTE: O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED SCALE: 1/4" OUT ON PLANS BY '.1ELD-WEN' (OR EQUAL). 2. INSTALL NEW EXTERIOR. DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5. DOOR TYPE TO BE SELECTED BY OWNER 4. INSTALL AS PER MANU SPEC.'s NEW 5"x2" ALUM. O Ii WINDOW NOTE: DOWNSPOUT(TYP) 2 I. IF CASEMENT WINDOWS - ALL GSMNT WNDW5 TN205JIL 2 S 5TRAIOHT ARM HINOE 2. IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 1'-0" o.H. POST TO RIDGE N TILT WASH I DNW ( ) r f o" z 5. ALL NEW WINDOWS DOORS SHALL BE INEW 2"x8" ROOF RAFTERS NEW 2"x8" ROOF RAFTERS I T w ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNC, I ® I6" O.C. (TYP) ® Ib" O.C. (TYP) OR GLIDING (AS NOTED) (OR EaUAL); INSTALL AS f I O N NEW 2'1 ROOF TER5 U PER MANU. SPEC.s. (TYP I� Lu N A-400 cV. .......................... .... .. _._-.__. — A-400 � A-400 __.._.._.... I --- - A N .. A ' .... . .. . ... ... .__..._...._...-..._...........-...._..__ A-400 � O WINDOW / DOOR FRAMING:SEE PACE A-2 FOR FRAMING W ELEMENTS AROUND DOOR'S AND I I 2'x2' SKYLIGHT WINDOWS (TYP. FOR ALL) U.O.N. GurrER HIGH POINT lu D Al,?C iv STORAGE M. p UNFINISHED ����p� , Oar z Q 037446 S 4"x5" ALUM. x -n4 ' GUTTER (TYP) n I I (z l N _T 0�SUS~? I X O NEW 2x8 F RAFTERS (�v ® Ib" . (TYP) N 1'-0" O.H. 2 s PROJECT: KILBRIDE NEW 2'W ROOF RAFTERS NEW 2"x8" ROOF RAFTERS ® I6" O.C. (TYP) ® I6" O.C. (TYP) 2"Xb" FRAMED WALL II GARAGE POST TO RIDGE (2jlDR (2) 2" x6" P.T. SILLPLA e � _ _ _ _ _ _ _ _ _ _ - - - 8 2 3 PROVIDE STRAPPING PER bXb-10X10 W.W.M. BETWEEN A-2.0 CONNECTION D-I ENTER # UPPER � OF SLAB (I)COUR5E CMU BLOCK GROUT SECURED IN PLACE DURING POUR 860 EAST ROAD BLOCK SOLID; PROVIDE TYPE 51 ! " P. GONG. SLAB CUTCHOGUE NY 11935 COPPER TERMITE MORTAR W/ FLUSH JOINTS I ROOF FRAM I i `�IO PLA}�I T `l SECOND`�D FLOOR PLAN `t ' a a SHIELD GRADE DRAWING TITLE: ll mad d a SCALE: 1/4" = I'-O" (3) #4 REBAR ° SCALE: I/4" = I'-O" O CONTINUOUS TOP d 4" GRAVEL BASE ELEVATIONS BOT. (4 TOTAL) ° _ PON GLEAN SECTION COMPACT FILL b MIL VAPOR PROVIDE I" RIDGID -o RETARDAR INSULATION HOT DIPPED 6ALVANIZED ANCHOR BOLTS ® MIN. '1" INTO PAGE: ONGRETE; 3a" O.G. d MIN. 12" FROM CORNERS. SEE DETAIL A-400m00 ON PAGE A-2.0 FOUNDATION NALL DETAIL DATE: 04/10/18 5 OF 6 -40 SCALE: 5/4" = I'-o" GENERAL= _ :1 EXISTING TO BE DEMOLISHED EXISTING TO REMAIN ROOFING - SEE NEW WOOD FRAME (L.O. TOP OF RIDGE NOTE ® SECTION d 5TL. WHEN APPLICABLE) ELEV. +1'1.95' 3 r 12 - /' NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) / 12 .77 NEW FOUNDATION WALL / r ID ® MIN. (2) 2"x4" STRUCTURAL / P05T FOR 4" WALLS (MIN. (2) 2"xb" 5TRUGTURAL POST FOR b" WALLS), U.O.N. /-JfOj '" LINE OF EXISTING RIDGE ELEV. +100 --------- F.F. TOP OF TOP PLATE – — -- --- -- --- ---ELEV. +6.3' ------- U W ~ U = J E] NEW SIDING - SEE NEW SIDING - SEE J ft--- NOTE ® SECTION F-1 El NOTE ® SECTION Q p El NEW 5/4"x2 'AZEK' (OR EQUAL) WINDOW / `- NEW 5/4"x2" 'AZEK' (OR EQUAL WINDOW DOOR CA51NG ® ALL = / NEW /EXIST. WINDOWS ' DOOR CASI1 NG ® ALL � I / DOORS (TYP NEW/ EXIST. WINDOWS TOP OF SLAB ! � / DOORS (TYP) ELEV. +0.3' ---� \ ❑ ❑ '' "� ,E] AVG. GRADE ` `_—_— , ,;; .;{ r. z�: ` i:•w-;.' ;`rt :s:, i '.i }. .•..' ,: "sa: ,;:r.7" .iiw;r 'r�i ::5;> � .i�, ti ..k t .<, �t �a,w.. �� NORTH ELEVATION (FRONT) EAST EL_E\/ATION (LEFT SIDS) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ROOFING - SEE 2'x2' VELUX SKYLIGHT NOTE ® SECTION d ON CENTER; INSTALL FINISH SCHEDULE PER MAN. INSTRUCTIONS 12.. :.<.. ......... . -..::.: .r. _... ...:......._,...-:.:. ..--gin.-.->;.,:.:,:.:.m 3 to SECTION NOTES z W 0 _ U OTYPICAL EXTERIOR WALL CONSTRUCTION: • UPON "T�I'VEK" HOUSE WRAP (OR EQUAL) W • UPON 1/2" GDX PLYWD. SHEATHING o (BLOCKING @ ALL PLYWD SEAMS) • 2"x6" STUDS 16" O.G. w/ DBL. TOP PLATE t77777::Pi77,7JnK`y' ui W OTYPICAL ROOF a GEILINO CONSTRUCTION: . 2 R.R., G.J., $ G.T. AS NOTED ,ON PLANS (@ SPANS NEST ELEVATION (R I O HT SIDE) SOUTH �L��AT I ON (REAR) �� OVER 8' INSTALL "X" BRIDGING © CENTER OF '� Ivo. Pow; 5r-.ALE: I/4" = I'-O" SPAN, U.O.N. SCALE: I/4" = I'-O" • 1/2" PLYWOOD FINISHr - • CONT. RIDGE VENT CONCEALED W/ GAP SHINGLES OVER 374fl 4, TYPICAL LEDGER BOARD FOR ROOF RAFTERS: Ah TOP OF RI DOE -- RIDGE O3 I 2"x4" BD. TO MATCH END GUT OF INTERSECTING ------------------ ,.5 12 3 NEW I"xe" AZEK () bj FACIA;OR EQUAL R.R., SECURED w/ 4" LONG �/ PROJECT: H.D. GAL. HEX STRONG TIE SCREWS @ 16" O.G.; 12 SCREWED INTO STUDS. I3 �v KI LB R I D E VENTED SOFFIT GARAGE ROOFING NOTE: O I. Y2" GDX PLYWOOD SHEATHING (BLOCKING ALL PLYWOOD SEAMS) 2 5TORAGE ►� 2. INSTALL NEW ARCHITECTURAL STYLE AREA 'TIMBERLINE' ASPHALT ROOFING SHINGLES BY /-o UNFINISHED 860 EAST ROAD 'OAF' OR EaUAL; MIN. ORADE 240#, 30 YRCUTCHOGUE, NY 11.935 WARRANTY. FINISH TO MATGH EXISTING TOP of TOP PLATE_—_—_—_ 2"x1o" G.J. Ib" O.C. ft CELEV. +6.3' DRAWING TITLE: COTTAGE ON SITE. 3 3. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL NEW 2xa vBL HEADER ABOVE ALL ELEVATIONS AND AT VALLEYS 1 _ GARAGE WINDOWS a DOORS SECTION 4. INSTALL 15# BUILDING FELT o 5. GAP SHINGLE OVER RIDGE i$ HIPS (AS REa'D) d� 2Xb 51LL PLATE 6. PROVIDE RIDGE VENT (AS REO'D) 5 ® WINDOWS. "7. FLASH ALL VALLEYS b"Xb MA50N 8. INSTALL DRIP EDGE AS REG2'D TOP OF SLAB _ BLOCK b P. GONG. PAGE: � ELEV. +0.3 �` _ (5 COURSES) SLAB W/ PITCH 4. q. INSTALL ALL AS PER MANU. SPEC. 5 m 5LAB 1 v W.W.M GRADE�— AVG. GRADE SIDING NOTE: �' 5 0. 00 O I. INSTALL NEW CEDAR SHAKE SIDNEW VAPOR BARRIER ING MIEN. 4" THICK �` °=- 2. "TYVEK" HOUSE WRAP (OR EQUAL) J"I'-o THROUGHOUT _GRAVEL BASE_ 3. INSTALL ALL AS PER MANU. SPEC.'S NEW I" RIGID MIN UNDERSIDE OF SLAB 4. PROVIDE ALL NECESSARY TRIM INSULATION � ��":s DATE: 04/10/18 6 OF 6 EXIST. VIRGIN SOIL SECTION A/A-400 KI)Q LD LU 1 41 LU Ll Q " _ ✓ ,,, i ta�, 5 ,*� 1 :5.,• .1YV R.S'` Y.--0•� i'y .i dam, :,.N•t., ,�!*• +: ga� z O VALljl w .. N z z O LU N g } O lu Q i o r T LU D A/� poCy���` AT �3740 ) y0 SOF N� ,= ARCH ITECTUR& E PORTILLO , LEE AV ■A. , NEW& rm% PROJECT: .at s : Ty .�w :7- xn"°- sx 1_N Y�. � � . � . wrw_� wx .. 3� KILB R I D E K : 3� GARAGE 525436TH . .. .. I wwo u lom� v EA MAI I n 9151,10,11* Im ■ BROO 'n" LYN ■ ■ :1:12�3z 9 ® ' 860 EAST ROAD CUTCHOGUE, NY 11935 LLC - 0 ■ 715 57X47 'm A DRAWING TITLE: TITLE PAGE -2,1 PAGE: T-10(Du D JA P.! 1 DATE: 1/17/19 1 OF 6 ®�JY , -- NOTES � SFEI F I GATI ONS 1.ALLEUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = b75) UNLE55 E ALL N GEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC GORE, NFPA "10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, „ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. �-� QQ•QQ TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STRUCTURAL DE51 CSN LOADS GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED APPLICABLE BUILDING DEPARTMENT. SMOKE DETECTORS w/ BATTERY BACK-UP IN: USE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. LIME LOAD FDF-AD LOAD 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGA. EACH SLEEPING ROOM ERS BY "TECO" OR __ � •Q I ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. EXTERIOR BALCONIES 60 psf 15 psf GENERAL NOTES STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. B. OUTSIDE OF EACH SEPARATE SLEEPING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN AREA IN THE IMMEDIATE VICINITY OF 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. THE BEDROOMS (GENERALLY THE HALLWAY) DECKS 40 psf 15 psf AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU55, U.O.N. G. EVERY LEVEL OF DWELLING PASSAN&ER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) -- - J�-2OQ•QQ HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ATTICS WITHOUT 5TORASE (ROOF BELOW 5 PITCH) 10 psf 15 psf STRAPPING & 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. NAILING DETAILS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING ASPHALT ROOFING 5HINOLF-5 ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psfI� ' WITH THE WORK. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING ,PST�F, UNG.SCH'EL t q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 5HIN&LE5 OR APPROVED EQUAL. E 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE F.T. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf -�QQ•Q ( SITE PLAN UNLE55 APPROVED BY THE ARGHITECT/EN6INEER. 2. SHINGLES SHALL BE APPLIED OVER I5# BUILDING FELT, UNLE55 OTHERWISE O ALL EXTERIOR SHEATHING SHALL l 7 1 NAILED APER FASTENING SCHEDULE NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 5LEEPIN6 ROOMS 30 psf 15 psf 1S 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 5 GENERALLY, SHEATHING IS OF 1/2" THICKNESS ICKNESS E WALLS AND FLOOR PLANS AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL BEFORE THE START OF FRAMING ROOF AND IOF GDX GRADE, UNLESS OTHERWISE NOTED. SEE LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. r FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN STAIRS 40 psf 15 psf W 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 3 A-400.01 FOUNDATION PLAN II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. CONSTRUCTION. GUARDRAILS AND HANDRAILS 200 psf 15 psf a. DO NOT SCALE DRAWINGS, WRITTEN DIMENVON5 TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. FLOOR PLANS W 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, SPECIFICATIONS. 12 psf FOR ATTIC ROOF FRAMING PLAN CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL �- 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK HOU5E P WRAP OR ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf IS psf FOR CATH. U APPROVED EQUAL. 5. NAILING OF ROOFING SHALL BE TO GODS. U J 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT - -�00•O I ELEVATIONS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHINC. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMISSION FROM THE ARCHITECT. PERMITTED BUILDING SECTION Q 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS -1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ..�:.<., RE5PON515LE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-0". 2:12 PITCHES TO 4:12 PITCHES 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE A-2 SITE WORK 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR "�`-"� 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-I RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR AS PER PAGE A-I THROUGH A-3. COMPLETION OF PROJECT. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A M. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. A&AINS ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2� COPPER ATTORNEYS FEES ARISING OUT OF OR RESULTING& FROM THE PERFORMANCE OF TREAT METAL LULU REPEATED BRUSHING, DIPPING, HI 50AKIN6 UNTIL THE WOOD CODES AND REFERENCE STANDARD: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE U50 WITH P.T. LUMBER, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, MAINTENANCE CODE. ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN& THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONSTRUCTION MANUAL BY AF 8 PA. BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN IAE MIOROLAM PARTY INDEMNIFIED HEREUNDER. B. 6EOR&IA PACIFIC 2.OE 6-P LAM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES CODE. LLAM BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMINGA. TRUSS JOIST McMILLIAN 2.0E PARA , NAILING, PLAGIN& ALL TO BE INSTALLED AS PER MANUS ARA 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL . OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS GODS. lJl TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, O APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWING22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE S 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 1= AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NFPA 'TO AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. AUTHORIZATION OF THE ARCHITECT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, 4 A-3. THE FASTENING SCHEDULE SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING Q NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED V PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE Q RELOCATE AS REOUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD P05TINO TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD S FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. Q SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-5HRINK GROUT W- SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® lu 22. PROVIDE FIREBLOCKIN6 AS PER TEXAS ACCESSIBILITY STANDARDS. EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY P05TIN5 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN& (® MIN. I6" 0 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, VON). Z O UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P057INO IS PART OF THE LOAD PATH FOR USE w COPYRIGHT PROTECTION ACT OF IQ90 (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, Lu U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE &" LONG VO Q� w/ 6" RISE b w/ (2) 5/4"-P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 FOUNDATION, CONCRETE, AND MASONRY SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PA&ES A-1 THROUGH A-3. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT tiily APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q i SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF r THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS i I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERN15E SPECIFIED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - w 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. m 3. ALL SLIDING GLASS DOORS, SKYLI&HT5, AND ANY CLASS UNIT INSTALLED 4. FOOTINGS TO REST A MIN. OF 4'-O BELOW GRADE, UNLE55 WITHIN I8" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, OTHERWISE NOTED UNLESS OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION W 'S ALLS +� ®�RO�! MANUFACTURERSPEC IFIGATIONS. UNTIL I5T TIER OF FRAMING IS IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE PA PO T� T FOOTIN55 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. ENERGY CONSERVATION CODE. �O v,� S 0 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN5 CLASS DOORS, WINDOWS, OR 8. ALL OPENINGS FOR BE POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. SOLID WITH CONCRETE. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE P41TH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - !r SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. �� Q3740 �0 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 g, ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 F 0 DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. II. GONG. SLABS TO REST ON MIN. OF 6" FINE C71RAVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, 17 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB A5UTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH GORIRO5I0N RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, K I L B R I D E (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E&RESS REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE GARAGE MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 860 EAST ROAD OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/EN&INEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. CUTCHOGUE, NY 11935 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ ENGINEER. DRAWING TITLE: 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAE35 AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. GENERAL NOTES IQ. UNLESS OTHERWISE INDICATED, ALL FOUNDATION F0071N65 ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OIF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 20. FOR SECOND STORY ADDITION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" DEEP d 5'-0" BELOW GRADE. PAGE: A-100m0o" I DATE: 1/17/19 2 OF 6 CONSTRUCT ON DETAILS � J�I ND LOAD PATH TYF I OAL NAIL NO/STRAFF I N� ROU REMENTS FOR NOTE: THIS SCHEDULE DOES NOFASTT NIG DE NAIEISCHDNG FOR METAL FRAMING STRAPS A-2 FORCO I VI VE T 1 O I �t DETAILS U�L I FT/ SHEAR/ LATERAL N ND RES STAN�E (SEE PAAND ROUGH OPENING IFRAM1ING REWR M D NAILINCS a T) MENTS, ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NG CONNECTION G Is G2 I ROOF � GE I L I NG FRAM I NO RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD J015 WOOD JOI .�"�"" • CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCK I NO JOIST HANGE - ~ CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED EACH LAP b OI RDER/HEADS o CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) a-Ibd COMMON EACH LAP ••h•y "J b WOOD O I RDERWOOD JOIST COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE •••-••. ���'�•. BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END • RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END n' JOI5T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER ��ALL STRAPPING TO BE IY "x 20 GAUGE�� -- "SIMPSON" EQUIVALENT - G520 COILED STRAP WALL FRAMING W 4 ( ) E-- U *USE 10d NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT V J I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA.. SIDE Q I STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ,.. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES >v WALL STUD CONNECTION DI BOTTOM PLAT TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD : _;. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 SUB FLOOR ENDJOIST, or BLOCKING (PAGE-NAIL) :2-16d COMMON PER FOOT , DOUBLE JOIST •• 11 ,.- �"•:;�" FLOOR FRAMING { AT STUD TO FLOOR ASSEMBLY TO SILL JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER J015T PLATE(S) CONNECTION: BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END FOR STRAP - 3 8 d COMMON NAILS a EA. END OF STRAP (WRAP STRAP UNDER SILL PLJ BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DOUBLE JOIST FOR NON-BEARI NO WALLS ' FOR EA. PLATE TO STUD ABOVE � OR BELOW - BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK ••...•. TOP PLATE (TOE-NAIL) —2 _16_ d COMMON NAILS .. ALTERNATE CONFIGURATION - ABOVE STUD TO LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST FLOOR CONNECTION w/ # LPT4 SIMPSON (OR JOIST ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER JOIST EQUAL) ® PLATFORM TO SILL PLATES KING STUDS BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ROOF SHEATHING z HEADER NAIL I NO/SfiRAPF I NO @ W I NDON/DOOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC, ad COMMON 6" EDGE / 12" FIELD ~ INTERIOR ZONE THI5 SECTION) (� PERIMETER ZONE ad COMMON b EDGE / 12 FIELD TOP PLATE O (4" O.G. ® GABLE RAKE v JACK STUDS NOTATION: � A- NUMBER OF ad NAILS ® EA. END OF STRAPPIN6 (3.7, P. 157-2001) GE I L I NO SHEATHING 1- WALL STUD B- NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. Ia3 -2001) G- NUMBER OF FULL HE16HT KING 5TUD5 _ LQ ® EA. SIDE OF HEADER (3.230, P. la3 - ALTERNATE .23D,PG. Iq4 -2001) GYPSUM WALLBOARD 5d GOOLERS� T' EDGE / 10" FIELD < D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD Q TO END OF HEADER a EA. 51DE (3.7, P. 15-1 d WORK5HEET-2001) — -- E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,Plal-2001) W A I� F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATH I NO (L TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION TO END of 5ILL(5) a EA. SIDE (DOE5 NOT APPLY TO DOORS) (3.b, P. 157 $ WORKSHEET -2001) Z G STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD z O w B E FASTENING SCHEDULE B GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" 'FIELD Jul I ND RESISTANT CONSTRUCTION CONNECTORS _ ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS \` [IN ACCORDANCE WITH WOOD FRAME CONNECTION LOCATION: PART NUMBER: NOTES: F CON5TRUGTION MANUAL 2001 EDITIONI FLOOR SHEATHING (SUBFLOOR) RI DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS A STRUCTURAL PANELS: 0 t I" or LE55 ad COMMON b" EDGE / 12" FIELD RAFTER-TO—WALL H7 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" IOd COMMON b" EDGE / 6" IFIELD 1 OPNG w RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0° 2 1 1 1 I 1 PLATE-TO-WALL STUD C520 C@ 18" APPLY TO EACH WALL STUD 4'-0° 4 I 2 2 2 2 ANC# OR ®LT S �i CATIONS 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" ("IN.) 0�• REQUIRES (3) 2"x12" HDR (MIN.) HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD 7 2 3 4 4 4 t ;, 0 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD �� SPECIFICATION (WFGM TABLES 3.2A 8 3.28, P. 112) SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END FOR ALL STRUCTURES: T �3 �0 IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE %,"d) ANCHOR BOLTS ® 39" O.C. �� (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RES15TANT CONSTRUCTION. SFL C I N0 OF TOP PLATE NOTES: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I. MIN. T' EMBEDMENT INTO GONGRET'E PROJECT: W 3" SQUARE WASHERS AND END NUT SETUP; TOP PLATE 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL �(I L B R I D E 5PLIGE TOP TWO COURSES SOLID LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GARAGE G0NT1 NUOUS BUILT-UF ORDERS,RDERS THREE OR MORE SUF'F'ORTS � FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES B$C - OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" BETWEEN I/b BUILDING MINIMUM 5PLICE" BUILDING MINIMUM SPLICE" FROM ENDS AND CORNERS (TWO a CORNERS) CONNECTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) (SEE DIAGRAM TO LEFT) 860 EAST ROAD PATTERN DESCRIPTION A55EMBLY REQUIREMENTS: 4. COORDINATE w/ HOEDOWN LOCATIONS CUTCI'IOGUE NY 11935 MAX.32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" A (2)ROWS IOd NAIL5 a 12"o.C. p SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS o 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-9" Ib'-O" 4'-0" DRAWING TITLE: INTERMEDIA NO JOISTS, G DBL.m ENDS NOR MORE TTHEANUONERTHIRD THETODTAL N1 MBER ARE 1 (2)ROWS 1/2" m BOLTS a 12"O.G.STA66ERED; TWo-PIECE 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" HOEDOWN, ANCHOR BOLT, BUILT UP 61RDER P MAX,32' TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. V V' 12" STRAPPING & NAILING DETAILS D (2)ROW5 1/2" m BOLT5• Ib"O.G. '_ NAILING: 24 O 4'-0"/'5'-0" 24'-O" 6'-O" CORNER ' 39" E (2)ROW5 1/2" 4)BOLTS o 24' O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE I CONDITION BETWEEN 1/6 WITH 10d NAILS, TWO NEAR EACH END OF EACH PIECE, 251-01, 51-011/6-51128-O 7-O F (2)ROWS 3-3/8"TRUSSLOCK SCREWS• 12"O.G. a 1/4 OFA SCREWED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES ' BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32'-0" 6-07T-b" 32'-0" 6 (2)ROWS 3-3/8"TRUSSLOCK SCREIW5 O Ib"O.G. P i , 501REWED ON(U SIDE OF MEMB!R TO BE NAILED FROM EACH SIDE W IOd NAILS, TWO NEAR PAGE: (2)ROWS 3-3/8"TRUSSLOGK SGREIWS•24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTH5 A55UME TOP PLATE-TO-TOP PLAT7E 36'-O" -1'-O"/b'-�1" 36'-O" �{'-O" HSCRENED ON(1)51DE OF MEMBER P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER 5PLIGE THREE-PIECE LENGTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRUSSLOGK SGREW5 ao 12"O.G. BUILT UP GIRDER MAX.32" PROVIDE AN EQUIVALENT NUMBER OF NAILS b'-O0'-O" SCREWED ON BOTH SIDE OF MEMBER P THREE-PIECE GIRDERS ARE TO BE NAILED W 20d NAILS • ON EA. SIDE W TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED END -201DO K (2)ROWS 5"TRU55LOGK SCREWS 0Ib"O.G. IN EXPOSURE B 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" CONDITION 51_'REWED ON BOTH SIDE OF MEMBER INTERMIDIAT'E JOINTS, AND W THE OTHERS 5TA05ERED w/ L (2)ROWS 5"TRUSSLOCK SCREWS 0 24"O.G. BETWEEN I/b A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTH5 ARE BASED ON a FOOT WALL „ SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE „ „ '70'-0" " PLAN DIAGRAM OF ZONES DATE: 1/17/19 3 OF 6 NOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLEP AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 141-0 1Q-O I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8" OR SMALLER „ „ d GONNEGTION PATTERN 'B'WHEN 10"OR LARGER P GIRDER. a'WALL- 1.125 80'-O I b-O a0-O,1 2:21-011 10'WALL- 1.25 2.WHEN SC : REWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: I'WALL - 1.3 f5 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER 12'WALL - 1.5 P GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, THIS COLUMN w/MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0' WALL . ....... _ — _ 432.44 _ _ ____ _ — - , 0 _ _ _ - 0 o uPOLE 'n POLE 241 II 1 II N31 48_ _ _ 1 5TRY. FRAME i EXIST. STONE _ 7 EXIST. FRAME GARAGE TO BE u� DRIVEWAY DECK �P DEMOLISHED / — -------- W. ' W EXIST. CONCRETE WALK O U EXIST. 2 STRY FRA HOUSE I UTILITY PATH POLE Q l� z o\ t _ _ - Q Q _ _ — ADJACENT / < < — — _ — _ GARAGE Z Z — �► _ _ - - - 4221-71 m - — - -0 - = 532 L - - DEMO 517E PLAN o SCALE: 1" = 15' I— z O 4 tk LU z z O w � U QW/ r+rnrosen wr DmoRIR1oR ARrw s nor cavee,�ee 4 wr X,2m earn loos Q j o r Rave Mu Barr. sas � cC/C®'oRr. �GG9 Garr. 2aR r*i+G:veuc msa Barr. *�, r ALW MASee GAG Garr, iws a' moi.come�Ge 4's�Barr. sas — 1 _ ........ . ........... . ...... 7 - 0 — O / _ — UTILITY n ,nO F ,V D Apr-�,,�, . ........ -- POLE '�J �'` f :•.343'- �. r �.� �� X48'2 IIS —� PROP. I STRY, FRAME O GARAGE TO BE F y� C7 NEW STAIR d% LOCATED IN SAMEi ' EXIST. STONE " 1 _ — — EXIST. FRAME LANDING v LOCATION OF EXIST. DRIVEWAY / fes_ _ GARAGE C -s 55 6A'-a s �� \/1/\,,'Vjl1�/) Q a z r. !ire ,�,F��.sy.:r,��,.•.;�r�i r � "g' '�,,•,(�T1,I1��'} EXIST. CONCRETE WALK 0 0r — � EXIST. 2 STRY FRAME V PATH HOUSE POLE PROJECT: m R KILBRIQE ill V: , w _ �� �� GARAGE Q ADJACENT � LU — _ �. � GARAGE 422.77 �l C _ — - — �® 860 EAST ROAD CUTCHOGUE, NY 11935 N � - - _ - DRAWING TITLE: m _ _ _ - 532 00 0� 40 SITE PLAN INSPECTION LIST PROJECT INFO; ZONING CHART PAGE: 51TE LAYOUT NOTES: 0517ELAN 0 ■ 0 1 1. TH15 15 AN ARCHITECTS SITE PLAN 8 IS A-;J SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SOALI=: 1" = 15' REPRESENTED ON TH15 SITE PLAN 15 THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED DATE: 1/17/19 4 DE g FROM A SURVEY DATED DECEMBER 10, 2001 AND PREPARED BY: JOHN 0. EHLERS 6 EAST MAIN STREET RIVERHEAD, N.Y. IIci01 : TELEPHONE: (651) 36a-8288 E N E R A k < Y : 3'-5" P.T. BM v -I�` y s - - - - _ EXISTING TO BE DEMOLISHED I O I z (3 Tr ® t O" Kj O I =x I U x EXISTING TO REMAIN _40 1 -7-1 w ® I m NEW WOOD FRAME (L.G. L Z101 5TL. WHEN APPLICABLE) cv LANDING O NEW PARTIAL HEIGHT - STEPS m WOOD FRAME (L.G. STL. NEW (1) COURSE '-O 2 WHEN APPLICABLE) v OF CMU BLOCK 3 " x ?p (2) 2 xb OVER SLAB (U RI t 3" MECHANICAL CONNECTIONS: �---�----�{ cV Q_ P.T. BM 14'-2" � 3-2" R.O. F NEW FOUNDATION WALL 3 F 10" 3'-2" NEW I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE z 0- _____—�r _ _ _ _ _ _ _ _ _ _ 2 2"xa" HDR N SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. N O LANDING 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA $ STEPS SPECIFIED BY "SIMPSON" MANUFACTURER. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED POST FORR 4 ® MIN. (2) 4" WALLS" STRUCTURAL =_ m a m VALUES INDICATED IN 51MP50N" PRODUCT LITERATURE. THERE MAY' � n,�,-,•n4 � (MIN. (2) 2"xb" STRUCTURAL — — — — — — — ' = BE SEVERAL LOADING VALUES,CONTRACTOR SHALL CONTACT POST FOR (5" WALLS), U.O.N. I 1 _ 1 3 O ARCHITECT IF ANY LOADING VALUES ARE LE55 THAN WHAT 15 0 O DBL. GEILIN& J015T ++ +� SPECIFIED BY "SIMPSON" NEW 4" P. GONG. kd 11 4. ALL MEGHANIGAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED SLAB ON 4" THIGKI ryp iu 4 4 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS 1 I GRAVEL BASE A-400 �� U I m NSTTALLED.PER AGTURER SPECIFICATIONS OF THE PRODUCT BEING A-400 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER W FOUNDATION FLAN NOTES A-400 1 I I _ I A-400 A _ DBL. GEIL.Uj 5 JOIST _ O A MANUFACTURER SPECIFICATIONS CNS IO THE PRODUCT BEING INSTALLED •� I 2 3 'T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED � A I I A NEW UP BY ARCHITECT a. ALL CONNECTORS SPECIFIED AS A "SIMP5ON" TOP MOUNTED BEAM U HANGER SHALL BE ALLOWED TO BE SU55TITUTED WITH A TOP W NEW 2"x10" CEILING JOI5T MOUNTED BEAM HANGER ONLY ALONG WITH 5PEGIFIGATION5 LISTED TYP I G,4L P. GONG. MONOL I TH I G SL,4B ANC.) ( I 6 16" O.C. (TYP) ABOVE. _ FOOTING • (2) 2"x6" P.T. SILL PLATES w/ COPPER TERMITE SHIELD Q J 4 SILL SEAL I I I POURED CONCRETE AND STEEL REINFORCEMENT NOTES; ANCHOR BOLTS AS PER PAGE A-200 I I I ONE GAR I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ° P. GONG. SLAB AND FOOTING PER DETAIL I I I I FRAME N FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND • GARAGE DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I ON SLAB I OVERHEAD 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I I I DOOR SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) 1 I I !x _ _ _ _ _ ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 1 I I NEW (5) BOURSE OF CMU BLOCK (T O F � � ENCOUNTERED = NEVI ' OVER SLAB; k0 p I / \ I 5. POURED CONCRETE SHALL BE KEPT M0157 FOR A MIN, OF 14 DAYS NEW (1) COURSE MONOLITHIC 6" I FILL Wr Lx 0 / \ OF CMU BLOCK I SLAB. FTG. 12" 1 NON-SHRINK 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT THICK ® 12"OVER SLAB I I GROUT SOLID cv 1 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 GORE BELOW GRADE -40 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL FLOOR FLAN NOTES I I T E 60. WWM FOR SLABS DO NOT NEED TO BE 1 �p GA"GE DOOR q'-O"(W) x T-O�(H) EPDXY COATED / (R.O. PER MAN. SPECS) 1 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS DOOR NOTE: 1' ' L — J I / \ 1 SHALL BE STAGGERED I. INSTALL NEW INTERIOR DOORS WHEN GALLED I I _ _ _ "i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). L- — — — — — — — J2X10 HEADER PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 2. INSTALL NEW EXTERIOR DOOR - J p GO G 5, D PLUMBNESS S WHEN GALLED ABOVE GARAGE DOOR OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5% MAX SLOPED CONCRETE APRON b. CEMENT SHALL CONFORM TO A5TM G-33 FOR STANDARD WEIGHT 3. DOOR TYPE TO BE SELECTED BY OWNER NEW (1) COURSE CONCRETE 4. INSTALL AS PER MANU SPEG.'s OF CMU BLOCK q'-O" OVER SLAB 14'-4" WINDOW NOTE: FOUNDA71 ON FLAN F I R57 FLOOR FLAN OI. IF CASEMENT WINDOWS - ALL CSMNT WNDWS SCALE: 1/4" = 1'-0" SHALL HAVE STRAIGHT ARM HINGE SCALE: I/4" = I'-o" EXTERIOR SHEATHING AS 2. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NEW 3"x2" ALUM. p ' "�` PER SECTION NOTES DOWNSPOUT(TYP) _� s SIDING MATERIAL AS 4- cill TILT WASHGi2 (FIXED) 2 s 612 (FIXED) PER SECTION NOTES 3. ALL NEW WINDOWS 4 DOORS SHALL BE _ _ _ _ _ _ O — — — — — — B BUILDING PAPER d HOUSE WRAP V OR GLANDERI D I NG (AS NOTSEN 400 IED) (ORE UAL)ES CASEMENT, D� S ALL AS I-O O.H. 4-1O x R TO FULLY OVERLAP FLASHING J " POST TO RIDGE PER MANU. 5PEC.'5. I NEA ( ) ' * I GAP FOR _ ( ) fr f O" 1 DRAINAGE $/4"xb" P.T. DEGKIN6 m NEW 2"xa" ROOF RAFTERS NEW 2"x5" ROOF RAFTERS I N.O.N. ON PLAN/ Ul ® I6" O.G. (TYP) ® I6" O.G. (TYP) I "Z" FLA5HING SECTION/DETAILS) *i NEW 2"xb" ROOF RPfTER5 WINDOW / DOOR FRAMING: ( I I= o 0 16" O.B. (TYP OSEE PAGE A-2 FOR FRAMING I I �_X DRIP EDGE H FLASHINO Z ELEMENTS AROUND DOORS AND A-40° n - A-400 P.T. DECK J015T A-400 I A-400 A 1 N z A (1) P.T. 2"x TO MATCH DEPTH OF SLASH NG A5 PER PLAN 0) WINDOWS TYP. FOR ALL) U.O.N. A I I A 2 5 I INTERSECTING JOISTS FASTENED w/(2) g Q 5/b" (P x 5" LONG HEAVY DUTY GAL. O JLLKJ LAG BOLTS a I6" O.G. INTO MUD SILL b METAL &ALV. JOIST HANGER V RIM BD.;WHEN ® FOUND. WALL FASTEN BY '51MP50N' (OR EQUAL) OSTAIR RA I L I NO NOTE: I I 2x2' SKYLIGHT w/(2) 5/5"(P x 5" LONG APPROVED EA. J015T I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI GUTTER I I MASONRY ANCHORS ® 16" O.C. MIN. ci" Tr - RISERS SHALL BE CLOSED HIGH POINT I I "z" FLASHING o r 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING W I Iv °, EXIST/NEW ! _ I STORAGE I FOUND. WALL NOT TO ALLOW PASSAGE OF A 4" (V SPHERE; I of 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT ry UNFINISHED TO ALLOW PASSAGE OF A 4" 0 SPHERE I 3I 2 T`00'F. LEDGER BLL). DET. ui 3. GRIPPABLE RAIL AS PER CODE I z I o IA-400.11 SCALE: 1" = 1'-0" OI WOOD FRAME STAIR: 4"x3" ALUM. I I Q x Fb�4j 4A SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. GUTTER(TYP) I I Im iv = MIN. 4" BETWEEN EDGES OF SEE DETAILS FOR STAIR INISTALLTION I ��° NEW a°2°xF RAFTERS U. -v2" SQUARE BALUSTER C,� ra liV I ® I6" (TYP) ' (STYLE TO SELECT) 4t/ 0 _JlQ �' may • w. J?". �r ,1 SIMPSON H2.5A RAFTER F,` .' "r• - 2 3 TIE (OR EQUAL) 1'-0" O.H. 5/4"xb n I u4 �;.• " P.T. NEW 2"xb" ROOF RAFTERS NEW 2"xa" ROOF RAFTERS I DECK BOARDS ® ib" O.G. (TYP) ® I6" O.G. (TYP) P05T TO RI D&E E3 - - - - - - - - - - - - 2 3 (2) I/2"cP HOT DIPPED GALv. BOLTS ® PROJECT: P.T. F.J. AS_// EA. P05T w/ OVERSIZED WASHERS $ G,�G O�� FLOOR �I ��I PER PLAN ry� END NUT PREBORED INTO BEAM, P05T, K I L B R I D E ✓✓ L I `� DECK TIE $ RIM BOARD A55EMBELY „ ROOD �R�M I NC FLAN „ _ SCALE: I/4 - I'-C” irk - P.T. BEAM AS NOTED GARAGE 2 X6 FRAMED WALL SCALE: I/4" = I'-O" � SOLID BLOCK ® 12" O.G. • (2) 2" x 6" P.T. SILL PLATE5/4"xb" P.T. PROVIDE STRAPPING PER 6X6-10X10 W.W.M. BETWEEN DECK BOARDS P.T'. DECK JOISTS AS (2) J01 5 TI DJTI4Z DECK JOIST TIE ® EA. (I) 1/2"4> H.D. GALV. THRU BOLT w/ A-2.0 CONNECTION ENTER 8 UPPER � OF SLAB NOTED ON PLANS POST OVERSIZED WASHER Q END NUT D-I (I)GOUR5E ��CMU BLOCK GROUT SECURED IN PLACE DURING POUR SIMPSON PREBORED INTO POST B DECK ABA44 860 EAST ROAD 5/4 x READ JOIST TIE CUTCHOGUE NY 11935 BLOCK SOLID; PROVIDE TYPE " P. GONG. SLAB HEIGHT P.T. RISER . . . ® COLUMN BASE - MORTAR W/ FLUSH JOINTS o ry 4"x4" P.T. P05T " " = COPPER TERMITE i � a 5/4xbP.T. _ _ GRADE DECK BOARDS - a SONOTUBE FILLED 11 DRAWING TITLE: SHIELD WOOD FRAME STAIR TO BE I-HR. II GRADE 1 a - FIRE RATED ON ALL EXPOSED 2TRNGER T O MATCH SIZE 114 ° °, ° SIDES. USE FIREGUARD E-b4 AND SOLID w/ P. GONG. ° (3) #4 REBAR OF P.T. DECK JOISTS O CONTINUOUS TOP t ° TOP GOAT OR EQUAL. APPLY A5 z PLANS J BOT. (4 TOTAL) ° P N CEA BASE PER MANU. SPECS. FASTEN STRINGER DETAILS a • - O COMPACT FILL BLOCK.IN5 (M11N FASTENERS) . 6 ' 3" 6 MIL VAPOR Noxi PROVIDE I" RIDGID loll RETARDAR l� 2"x12" ° "x12" P.T. STRINGERS a 12"x5" DEEP P. INSULATION - 4" THK. x b" WIDE x \_�OT DIPPED GALVANIZED a I6 O.G. (MIN. 3 GONG. PAD CHOR BOLTS a MIN. '1" INTO WIDTH OF STAIR GONG. PAD D 5TRINGER5 a EA. PAGE: �i'NCRETE;3q" O.G. 8 MIN. 12" '1` (10"MiNJSTAIRWAY) - FROM CORNERS. SEE DETAIL ON PAGE A-2.0 2"xb" F.T. BLOCK IN BETWEEN EA. NOTE: TYfi-'. STRINGER. FASTENED TO P. GONG. �ry� ALL DEGKIN6 SHALL BE FASTENED DEC,,< SUFFORT 1�)F_T. AN 00001 PAD w/ Iq/64" x 5-1/2" CONCRETE w/ COATED DECKING 50REW5 BY SCREWS BY "GALI ( R EQUAL) "DECK MATE" (OR EQUAL) FOUNI�AT 10N NALL 1�ETA 1 L - MIN. (3) SCREWSREN5 PER BLOCK io" -40 SCALE: 3/4" = I'-O" GRAD (T'MINS GRADE (T' DATE: 1/17/19 5 OF 6 7)-Ol N00D STAIRCASE IA-400.41 SCALE: 5/4" = I'-O" GENERAL SNr� SOL <EY : r _ EXISTING TO BE DEMOLISHED EXISTING TO REMAIN ROOFING - SEE NEW WOOD FRAME (L.O. TOP OF RIDGE NOTE ® SECTION d 5TL. WHEN APPLICABLE) ELEV. +1-7.8' ---------------- 12 ---� NEW PARTIAL HEIGHT \ WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) 12 NEW FOUNDATION WALLLI I - It � d MIN. (2) 2"x4" STRUCTURAL / IE' ,- ® P05T FOR 4" WALLS 41, (MIN. (2) 2"x6" STRUCTURAL .i . P05T FOR 6" WALL5), U.O.N. Th 111111 11 LE .7 LINE OF EX15TINO RIDGE // U 4- — ___ TOP OF TOP PLATE------- F 1 I W ELEV. +85' ❑ �(� NEW 51DINO - SEE NEW 51DIN0 - SEE W - - - - - =❑00 NOTE ® SECTION ❑ ❑ NOTE ® SECTION 1--I _I - NEw 5/4"x2" 'AZEK' -� � NEW 5/4"x2" 'AZEK' () J (OR EQUAL) "INDOW/ I -- (OR EQUAL) WINDOW/ Q DOOR CASING ALL DOOR CASING ALL El D I I NEw/ EXIST. WINN DOWS EW WOOD NEW/ EXIST. WINN DOWS TOP OF SLAB 1 /DOORS (TY•P) STAIR 1 /DOORS (TYP - ELEV. +0.3' ---� i !I I. I J ^``.`. j� ----- !I ._.....<a L_1E:1AVG. GRADE I .• :, •ts� -.,+. - .:.�•:° .'"+�'.-.:.;='r;�:a. .<�:'��:. t�;i .+7^:' y,^"+i-z; t.r, �<r;Y.;>y. ».{,.:�: ...ts:_•.'.�:,•;,+ .Pz � ,. ..:44. ,^ ..'br•� '..:x,r >:;o"'y. .z,n �..2Et�"~`•+w•.=:. .!`.•ti�``aM'.. .iXr. 4^; ,,+y`�:•*'<< .. .�' ,�4,i",i'.t; ,.x.4. �sd`". • 7.a+aa^:::.. l,a-'•`a,;D *.,._!'^r:.;,�;(a,:ties, "'1"�`'a:^x�t'y'�;Le`v�:�•�*;i€i+K a:.�>�i r.,.,+ ••n.'� ,�r,.4-`' i '`v.�'�.�. '� NORTH ELEVATION (FRONT) EAST ELEVATION (LEFT 51r7)E) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ROOFING - SEE 2'x2' VELUX SKYLI5HT NOTE ® SECTION # ON CENTER; INSTALL FINISH 50HEDULE PER MAN. INSTRUCTIONS t 12 r O I- 13 Ll z o �^{ II SEGTI ON NOTES 1 ul I�I �,I I_ _ �!_I L 'Jul _s 1 I 11-1 - , : ', NE:N �wOC7D � - — � TYPICAL EXTERIOR WALL GON5TRUGTION: z� I� 1}% 4 , sTAriz _ ��- O i I ' • UPON �t TYVEK�� HOUSE WRAP (OR EOUAL) " i_ .s: \� — - NEW WOOD Q i o r GDX PLYWD. SHEATHING 11 7 , � UPON I/2L4 i � � STAIR � (BLOCKING @ ALL PLYWD SEAMS) — • 2"x6" STUDS © 16" O.G. w/ DBL. TOP PLATE7 7r .r. ..�.°�'• .:=v.•="� GRADE ® FRONT •,.�ra.3;Y:�,,»>, -.-,��>,�;«'�ie�'��Y:°:<;>.-",'�- � BEYOND O TYP I G,4L ROOF 4 GE I L I NC GONSTRUGTI ON: APC • R.R., G.J., 6 G.T. AS NOTED ON PLANS (© SPANS NEST ELEVATION (RIGHT SIDE) '`'' � OVER 8' INSTALL "X" BRIPOINO © CENTER OF SOUTH ELEVATION (REAR) �`� SPAN U.O.N.) SCALE: 1/4" • 1/2" PLYWOOD FINISH SCALE: 1/4 = 1'-0" ¢ '�a �,r,. O I • CONT. RIDGE VENT CONGEALED W GAP SHINGLES OVER A., " ?4(�,,���C3 OF TYPICAL LEDGER BOARD FOR ROOF RAFTERS: TOP OF RIDOE ------------------ 2x10 RIDGE O (1) 2"x4" BD. TO MATCH END GUT OF IN7ER5E07ING N;jELEV. +17.8' ,,h 12 NEA I"xa" AZEK 3 FACIA;OR EQUAL R.R., SECURED w/ 4" LONG PROJECT: H.D. GAL. HEX STRONG TIE SCREWS ® 16" O.G.; 12 SCREWED INTO STUDS. {� K I L R R I D E 13 VENTED SOFFIT GARAGE ROOF I NO NOTE: +� 1. Y2" GDX PLYWOOD SHEATH I NO (BLOCK I NO @ ALL 4 PLYWOOD SEAMS) 2 STORAGE 2. INSTALL NEW ARCHITECTURAL STYLE uNFIN AREA 860 EAST ROAD TIMBERLINE ASPHALT ROOF I NO 5H I NOLE5 BY 2 'GAF' OR F_aUAL; MIN. GRADE 240#, 50 YR CUTCHOGUE, NY 11935 WARRANTY. FINISH TO MATCH EXISTING TOP OF TOP PLATE 2"Xlo" G.J. I6" O.c. ELEV,+53�— DRAWING TITLE: COTTAGE ON SITE. s 5. INSTALL I GE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL NEN 2X95 DBL HEADER ABOVE ALL ELEVATIONS AND AT VALLEYS _ GARAGE WINDOWS a DOORS SECTION 4. INSTALL 15# BUILDING FELT o 5. GAP SHINGLE OVER RIDOE $ HIPS (AS REGQ'D) 2X6 SILL PLATE WINDOWS. 6. PROVIDE RIDGE VENT (AS 'REQ'D ®) 5 -7. FLASH ALL VALLEYSa"xa" MA50N 8. INSTALL DRIP EDGE AS REQ'D TOP OF SLAB BLoCK 6 P. CONC. PAGE: ELEV. +0.3' �` (5 COURSES) SLAB W/ PITCH q. INSTALL ALL AS PER MANU. SPEC. s �-m 6x6-IOxlo W.w.M GRADE AVG, GRADE ; 5 0 1 SIDING NOTE: J Y_ ;m ;' Y ;:_`q ,f, .MIN. 4"NTHIUc I. INSTALL NEW CEDAR SHAKE SIDING lx� NEW VAPOR BARRIER 2. TYVEK HOUSE WRAP (OR EQUAL) o'41a GRAVEL B 45E , u '=t x:l r :'E'�' THROUGHOUT UNDERSIDE OF SLAB s 3 INSTALLA A5 PER MANU. 5PEG.'s NEw r' RIGID MIN ? ,� %';, uj` : '. ,_; ` ALL INSULATION - _ ' ,;__ t . ' '.: :, ...'° 1/17/19 4. PROVIDE ALL NECESSARY TRIM r, ` x•r. 1,�I>���< ,��. ��.� ��..d,.��'' � , 3. 6 OF DATE: 6 EXIST. VIRGIN 501L SGT I ON A/A-400 SCALE: