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gUFfQ�,�Co Town of Southold 12/11/2019 G P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40915 Date: 12/11/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 38099 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: '15.-2-16 Subdivision: Filed Map No. Lot,No., conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2018 pursuant to which Building Permit No. 43111 dated 10/9/2018 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: ACCESSORY GARAGE PER ZBA DECISION#7194, DATED 09-20-2018, AS APPLIED, The certificate is issued to Bancroft Jr,Martin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43111' 11-04-2019 PLUMBERS CERTIFICATION DATED ut 0 e Signature 1 TOWN OF SOUTHOLD , O�gUFFO(,�-CpG. h,� y BUILDING DEPARTMENT c TOWN CLERK'S OFFICE V2 • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43111 Date: 10/9/2018 Permission is hereby granted to: Bancroft Jr, Martin PO BOX 483 Orient, NY 11957 To: construct an accessory garage as applied for per ZBA approval. At premises located at: 38099 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-2-16 Pursuant to application dated 9/28/2018 and approved by the Building Inspector. To expire on 4/9/2020. Fees: ACCESSORY $232.00 - SSOR DING $50.00 To $282.00 Building Inspector 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. New Construction: Old or Pre-existing B�uiil�ding: (check one) Location of Property: 2U' 9 9[-- 10� — �` ` �'\ N House No. f� Street\ Hamlet Owner or Owners of Property: l" V'� l 1� �I ,1�I Rc�' c Suffolk County Tax Map No 1000, Section Block o�- Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ #P ?Sign`ature pE SOUr�,®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q sean.devlin(cb-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Martin Bancroft Jr Address: 38099 Route 25 city Orient st NY zip: 11957 Budding Permit# 43111 Section 15 Block. 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: RJ Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Seance Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 3 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock El Exit Fixtures Combo SD/CO Other Equipment Subpanel 12 Circuits- 7 Circuits Used Notes: Inspector Signature: Date: November 4, 2019 S Devhn-Cert Electrical Compliance Form As �aOF SOGIyo/_ h� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, '' 765-1802 INSPECTION [%4/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: o Gv 4 ✓ ::6 DATE _ INSPECTOR oe souryOlo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 J INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] 'UNDATION 2ND [ ] INSULATION [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR alae sours 4 I * # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ "] ROUGH PLRG. [ ] FOUNDATION 2ND. [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: t DATE d INSPECTOR --- �o� yO6 # # TOWN OF SOUTHOLD BUILDING= DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND- [ ] AISULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL k, 6ftAw,4e,,- FIREPLACE'& CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ,ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OV r- PATE INSPECTOR gin, RON AN NO i� ;A �`�`� pow b r� Ilk i • a '��► �, f . ,Hasa „i � , .. a �. j I i 151. a , ��`l'��1 *y►- � :1..4 j� d s��7 t , �'ca%'t� �t'��' I I, �' � •.fia{ Ley,g'� r'i.�. _ � 5'��.. I :< ' ,+if r � �4.11 .S a�• 7�',C 1 ..i � � 1 '�� J,^ _ • I xt_-- N3 ,; l� t': i !ly "Alm Mik�Lo. �� ��1 ' ' 'yam '"�'�� ��-..,..,�• � - 77' �.. Y mm a lotI, f l _ b .....:�, ,�. _ rte•, �,.._ S yloi !V?r '$ ,1. � s i _ 1 S' + . - -. «a ` a ice_ .. f � t ?� a 4 �� �x (• •,'' H Alf �• �y !. � A�.' } � i ►T .i 3} S ,i ��v 111}}} L• 'f M�' i1 71st f' •� ,, }y� �' n 1 ONO �',� r + FIELD INSPECTION REPORT DATEt COMMENTS y 1 i FOUNDATION(IST) ®/ 'OMV 1/i�il Is vw rl� ------------------------------------- 'FOUNDATION (2ND) 00 VI ROUGH FRAMING& 0 PLUMBING INSULATION PER N.Y: H STATE ENERGY CODE I .Gct FINAL ADDITIONAL COMMENTS 6 b -� fl4 _ N. z° H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS\ _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 f `� Survey Southoldtownny.gov PERMIT NCheck Septic Form N.Y.S.D.E.C: Trustees C.O.Application Da- Flood Permit Examined 20 1 Single&Separate Truss Identification Form SEP 292018 Storm-Water Assessment Form r'Fl %fie-T- DEQ Contact: Approved 20 Mail to: Disapproved a/c Al J 3 �o23 Phone: Expiration 20 DBuilding Inspector APR 1 7 2 ` APPLICATION FOR BUILDING PERMIT TTcTN1.; I+ 'lt". Date , 20L� TOWN OF S U[HOLD 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 area, 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 throughoufthe 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 Southld ,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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder n--r-- 6 �E _F Name of owner of premises mArr, I I C,&C,i F=\�, R, (As on the tax roll or latest de d) 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. Location of land on which pro ed work will be done: 3sbq q X1 .1 �( ,D, OkI F_Ll_� House Number Street Hamlet County Tax Map No. 1000 Section Block CIL Lot e oubdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occup cy of proposed construction: a. Existing use and occupancy�S ibla d E �FAI LY ),S i DE.L)c::� . b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration T Repair Removal Demolition Other Work PoolCid (Descriptio 4. Estimated Cost .,s Fee_ : ; �7- (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 6. If business, commercial or mixed occupancyU, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ,.-- r Depth Height Number o, rSt Drie 8. Dimensions of entire new construction: Front Rear h�" s Depth. Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name ofArchitect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.G. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a'tiddl wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Public,State of Nese York (Contractor, Agent, Corporate Officer, etc.) QualIfied in Suffolk County Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swotto before me this day of �l 20� r Notary Public —Signattire of Apokaril 5 - r Scott A. Russell ,��°Su p ST0JKI��1 WATJEIR, SUPERVISOR �T A\ G( N']� z I��l[A\� .JEI��7CJEF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1jfp�O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑(f A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ( ❑[2rB. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑P"C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. } ❑�D- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑�F: Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Profess" a1.Agent,Contractor,Other) S.C.T.M. #: 1000 Date District la NAME: - �T �s Section Block Lot g" -*,:'� I'OR BUILDING DEPARTS ENT USE ONLY "' Contact Informatiorr. Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — Approved for processing Building Permit.9q MAIKII R-1-, -3om j� Stormwater'Management Control Plan Not Required. V I Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 FORM NO. 3 NOTICE OF DISAPPROVAL DATE:April 23, 2018 TO: Martin Bancroft Jr. 110 Myrtle Avenue Port Jefferson,NY 11777 Please take notice that your application dated April 17, 2018 For permit to construct an accessory swimming pool and an accesso garage at Location of property: 38099 Main Road, Orient County Tax Map No. 1000—Section 15 Block 2 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed accessory garage and proposed swimming pool are not permitted on this non-conforming 29,546 square foot parcel, 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 III, Section 280-15B requires minimum side yard setbacks of 10 feet. The proposed garage notes side yard setbacks of 8 feet and 6 feet. The propo§94-swimming pool is located in the side yard. i i i i � orized Sig Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC.-file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE:April 23, 2018 AMENDED:May 9, 2018 TO: Martin Bancroft Jr. 110 Myrtle Avenue Port Jefferson,NY 11777 Please take notice that your application dated April 17, 2018 For permit to construct an accessory swimming pool and an accessory garage at Location of property: 38099 Main Road, Orient County Tax Map No. 1000—Section 15 Block 2 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed accessory garage and proposed swimming pool are not permitted on this non-conforming 29,546 square foot parcel, 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 a minimum front yard setback of 40 feet is required. The proposed garage notes a front yard setback of 8 feet. The proposed swimming pool is located in the side yard. This No " is oval was a ended following a change in the proposed construction and to correct errors. ;11� L riz ignature Note to Applicant:Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC.-file, Z.B.A. BOARD MEMBERS Southold Town Hall OF S�(/ 53095 Main Road-P.O.Box 1179 Leslie Kanes Weisman,Chairperson Ty Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. �p 54375 Main Road(at Youngs Avenue) Nicholas Planamento �l,Yy► Southold,NY 11971 http://southoldtownny.gov i ZONING BOARD OF APPEALS SEP • 2 7 2018 TOWN OF SOUTHOLD, Tel.(631)765-1809-Fax(631)765-9064 I'YMO IT 77.x. RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION // /U `. MEETING OF SEPTEMBER 20,2018 EP 2.6 ZBA FILE: # 7194 NAME OF APPLICANT: Martin J.Bancroft,Jr. Southold Town Clerk PROPERTY LOCATION: 38099 Main Road(Adj.to Long Island Sound), Orient SCTM#1000-15-2-16 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 21, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 14, 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 subject parcel is a non-conforming 20,500 square foot water front lot located in an R-80 Zoning District. The parcel is a flag lot that runs 101.58 of the Long Island Sound bluff frontage along the northerly property line along Long Island Sound. The parcel runs'286.55 feet on the West side, 100 feet on the South side, and-286.55 feet on the East side. The parcel is accessed by a 15 foot right of way that accesses NYS Route 25 (Main Road), and is improved with an existing two story house and an accessory swimming pool. All is shown on a site plan by Richard M Suter,Architect, dated May 7, 2018, revised September 10, 2018. BASIS OF APPLICATION: Request for Variance s from Sections 280-124 and the Building Inspector's April 23, 2018, Amended May 9, 2018 Notice of Disapproval based on an application for a building permit to construct an accessory swimming pool and an accessory garage on a residential parcel; at 1) accessory in-ground swimming pool located in other than a code conforming rear yard or front yard location for waterfront properties; 2)proposed accessory garage located less than the code required minimum front yard setback of 40 feet located at 38099 Main Road (Adj to the Long Island Sound), Orient,NY. SCTM No. 1000-15-2-16. RELIEF REQUESTED: The applicant requests variances to place an accessory garage 10 feet from the front yard property line where code requires 40 feet, and to remove a 38 feet swimming pool and replace it with a 50 feet long Page 2, September 20,2018 #7194,Bancroft SCTNf No. 10-60-15-2-16 in-ground lap swimming pool in a partial side yard location where code requires a front, if the property is waterfront, or in a rear yard location. ADDITIONAL INFORMATION: A representative for the surrounding neighbor spoke against the application. He was not able to articulate a reason that the proposed accessory structures had any effect on the neighbor's property, and furthermore, when questioned by board members, the representative was unsure whether the subject pool in the side yard would be visible from his client's property. The applicant proposes to remove the gazebo and the accessory garage will not be used as habitable space. Prior ZBA ariance for the swimming pool in the side yard(ZBA File#5484)was granted on April 6,2004. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2018 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 X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a mixed neighborhood consisting of single family homes and wooded land. The nearest home is located a substantial distance from the applicant's home. The applicant's property is located a considerable distance from NYS Route 25. The proposed accessory structures are screened by existing woodland and will not be visible from the NYS Route 25 or by neighbors. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicants home is setback 110 feet from the bluff where code requires a 100 foot setback. Any accessory structure built in the rear yard would require the benefit of an area variance. Because of the required bluff setback of 100 feet, it is reasonable to grant variance relief for the non-conforming side yard location of the pool and front yard setback for the proposed garage which cannot meet a conforming setback because of the location of the house. Moreover, the pool had received variance relief under Appeal No. 5484, dated April 8, 2004, for being located 9 feet from the side yard property line, and the proposed pool will replace and slightly expand the existing swimming pool. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code for the non-conforming side yard location of the swimming pool and 75%relief from the code from the front yard setback for the garage. Moreover, the conforming bluff setback location of the house on the lot makes it difficult to place accessory structures in the front yard with conforming setbacks. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prig to or at the time of purchase. T 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable h applicant to enjoy the benefit of a swimming pool and accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,September 20,2018 #7194,B, ancrod, SCTM No. 1000-15-2-16 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 Dantes,� seconded by Member Lehnert, and duly carried,to GRANT the variances as applied for, and shown on the Architectural site plan prepared by Richard Suter, Architect, dated April 30 2018 and last revised September 10,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Existing vegetated screening of the swimming pool shall be maintained. 2. Pool mechanicals shall be placed in a sound deadening enclosure. 3. A dry-well for swimming pool de-watering shall be installed. 4. The existing gazebo shall be removed from the property as noted on the survey. 5. The proposed accessory garage shall not be used for habitable space. That the above conditions'be written into the Building Inspector's Certiioicate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the arc itectural 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),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted (5-0). Leslie Kanes Weisman Chairperson Approved for filin 14,3 /2018 Scott A. Russell 0°SuFFQ Ir STOIRIM[WA\T)E]RZ SUPERVISOR z I�� A\�A\ G.)EI�� ENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - , STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE I PPLICANT ) I9® THIS PI�®JIEC'I' IIyV®LVE ANY OF THE FOLLOWING: r (CHECK ALL THAT APPLY) Yes No 0 tYA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑013. Excavation or filling involving more than 200-cubic yards of material a within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ YD. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; i erosion hazard area_ a ❑ E. Site preparation within the one-hundred year floodplain as depicted on FIRM Map of any watercourse. s ❑ F: Installation of new or resurfaced impervious surfaces of 1,000 quare 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 sur aces. --- -- - _ --- ---- - - - - ------------- --- —------- --- - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, , Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professto al,Agent,Contractor,Other) S C T.M. ' 1000 Date Pe Y District 1 �, NAME_ 9 (P, J Section Block Lot g FOR BUILDING DEPART• ENT USE C� LY Contact Information: .Talrphonei wnAcn Reviewed By: Date: Property Address/ Location of Construction Work: ffrApproved for processing Building Permit. mwater Management Control Plan Not Required. MAI NIL 51 Stormwater Management Control Plan is Required. .� El (Forward to Engineering Department for Review_) FORM " SMCP-TOS MAY 2014 BUILDING DEPART 7ENT-Electrical Inspector ctiOjF TOWN SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ll, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov— seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL� INSPECTION" ELECTRICIAN INFORMATION (All Information Required) Date. lo -,7- Company Name: A Ze_,, ------- Name: License No.: email: y Address: 120 Phone No.: JOB SITE INFORMATION (All Information Required) Name: 11cf, k�' _156" rfo P Address: - b� D�l,f^ _ ___ - _ Cross Street: Phone No.: Bldg.Permit email: Tax Map District:. 1000 Block- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?- �NO Rough In if Do you need a Temp Certificate?: YES /6p issued On Temp Information: (All,information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#, New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead 1#underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information': PAYMENT DUE WITH APPLICATION '-- 4 Request for Inspection Formals 2 0. r i DISAPPROVAL Olt i Cl 6 . Flet S 'x�tir���� PDLL x 3 04 . 5.r-. >TOTA1- F, �'�-�41�5Tb �._.4:i2.�,:��Cr'�_ ��� - ��•g bio �VkED Ail Goy/fF Iz iG V. vip a _ ., ` _ + -1►. ,. - - - - -- - - l t E-C�l� - 1 i4rt Qi?1`3-{' `i L0l°,J --T-I'�"Q�E`'N r" �-� --F L-,�--�? � �&'��-- _. . ��,,f 1��._ 8I_- z U�!� -- _�_-d��s-� ►��----`��;-f'��_-��G�-tel __..�......_. , r f >�. \A - I jqq �° �� 3,6 RECEIVED Z,f- — — — :q — _ _ SEP W 4 2118 �. AZ,1_`_ x/-.. L ZONING BOARD OFAPPEgLS ITZ�5f t"8I'i of 5 i ion r 7"'m r�� 40 , 71 B9t7� Pt COPY from Z8A Finai -avaeMl i Z84 F;j dam @nts r Date: Tc»TAt= 1, bl 6 5.F. de•8 bio ED ` S _. _,�r_ _ _ �� �; -�►. ,. --IL�j ��.�,� _ �� _��� �";-fib -� �-_71��' �1�'� ' ,-=--- ------�-�-�---m--�•�,- �I�_1_I�N- - � .:_cW ri._ _..�_____ m._. :9 rF.O ---_ - - - --- - _ � ►55. . ,;3 7 - SDHS Ref# RIO-99-0043 SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD t SUFFOLK COUNTY , N. YeL01Va 1000-16-02-16 �jS�ND SOUNSCALE: 1" = 40' D _ �_� • FER. 17, 1989 FEB."23 1999 ( revision ) S Ute\ ' APRIC 26�,,199,9;,(, revision J 8158 5 NE �� STl9 '2000 '( certification) ' E 01-58i M H W M, 9, 2002 (conc. foundation J ^zN FEB. 5, 2003 ( final ) Feb. l' Q003 (revisioo) • �''�' N - ,, N � CS JAN. 25, 2007 W APRIL 30, 24007(FNDTN LOC.) CL FEB. I7, 2009 (PROP.ADDI TIONS) Elre.3 JAN. 17, 2019 (FOUNDATION) Etr7.5' � NOV. 261 2019 (FINAL) anl� of or O t�01 bu& Elr 23.8' EL-25.B' x ' 01 QrAe Coay�c✓• • � Cto3io7 O ' � IYQZC4I•aG \ ° p CERTIFIED T0+ MARTIN J. BANCROFT, JR. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK. C sr Fa -METAL F�ICa\V1` I am familiar w/th the STANDARDS FOR APPROVAL 0• %'0'0"'_ . , AND CONSTRUCTION OF SUBSURFACEY WASE � ' DISPOSAL SYSTEMS FOR SINGLE FAMI RESIDENCES a y and will 01de by the conditions set forth therein and on the I , �°"',1tT �y .�,� �A70A• permit to construct. 301 I� Ac UNIT 1� ?M4' 1.6 14 Dw 3X The locations of wells and cesspools ` 21.4, shown hereon are from field observations wo .•r• and or from data obtained from others. s0 , � • fob �'. , W I_a ?J.3 GR/►vEL I Y 4 y co �. M , b l u • I - u GAR'. d TRANSFars01 10, '�, 1.01 , RAIN RUNOFF FE corn. � - EL2ss " tfti! 10 a 0, 465 SO.FT. °•'•wS 87' S30' W 100.00' ,� 14:5 I.W�+L FE 465 x 0.17 x 1 - 79 cU.FT. 7918.7 - 9 VF FT c� �aa I ENo I PROVIDE 2 DWs 4'0 x 5' DEEP R3S I FE. 03'N OR EQUAL N101F ROZANSKY (vacant) ' ' Sm oa_ IA •V/ _ 1. Brown clayey loam OL AREA = 29,546.' sq. ft. Ito tie line 9• Brown 10amy'clay CL s •=PIPE I Brown clayey sand with heavy gravel SC ■=MONUMENT 14'• ELEVATIONS REFERENCED TO Brown tine to coarse sand SW !!MEAN SEA,LEVEL Er0510? Hcy-zarac LiOa g' TEST HOLE ��SQF NEW -0 TlOM ��`s!a! rasion Ha?4,r,*-'- A/ a _t►t� ca, �.!" ��`a0 Map f ho f4 � ' •t _ Y.S. LIC. NO. 49618 } ANY ALTERATION•OR ADDITION TO THIS SURVEY IS A VIOLATION COR P.C. OF SECTION 7209 OF THE NEW•YORK 'STATE EDUCATION LAW. /� ` A' S 0 FdX (631) 765 - 1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS � HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF " SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORr rib �• STREET - n n_ c�C WHOSE SIGNATURE APPEARS HEREON. SOU DIOL .Y. 11971 9 9 �G J SDHS Rei# RIO-99-0043 .t SURVEY OF PROPERTY A T ORIENT TO WN OF SOUTHOLD l o SUFFOLK CO UNTY N. Y. LONG , 1000-15-02-16 ��ZAND SOUND SCALE: 1" = 40' FSB. 17, f999 FEB.'23, 1999 l revision ) APRIL 2�,,1999•l revision 1 S $�•58'5 ---LINE �� _ MAY 19b,2000 ( cerlific0on) E M H W M SEPT. �, 2002 ( conc. foundation 1 Z 01.58' N ,FEB. 51 2003 ( final 1 s1�• Feb, 11 2003 (revrs100 N N Jan, /4, 2003 Or-F 6 JAN. 25, 2007 APRIL 30, 2007(FNDTN LOC.) 0 o FEB. 17, 2009 (PROP.ADDI TIONS) c t1re3 JAN. 17, 2019 (FOUNDATION) C EL--7.5' of X44. or or I lop of bwk EL-23 6' G t�� Elr25B' ,z NPI� 03' Coesfa/• /, 6 \ 11tLz4*•roG \ 4in C 04W p CERTIFIED T0i MARTIN J. SANCROFT, JR. `} FIRST AMERICAN TITLE INSURANCE v COMPANY OF NEW YORK. A am--familiar`with thea STANDARDS-FOR-A-F pROVAL- �y AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES gA 1� .fes'�� - and will abide by the conditions set forth /herein and on the SET a "oW• 16.2,,+ $ permit to construct. 1• FE COIL 0.2.71: 9.4 �• MSF ;v N PW u /B•- ` 2/' o i� 23.4' 21. The locations of wells and cesspools o shown hereon are from field observations o� 1 STONE DRWY and or from data obtained from others. 9.s __ > ;� I o y 00 W --7 w `� yo 01 �+ _ Z ►o.r�M a , Io Cl RAIN RUNOFF az 1.o• I FE cormo � —�„ r lot, 465 SOFT. a2sw 1. _ EL 21.1 i 465 x 0.17 x I - 79 CU.FT. 0.2s °•''3'°w S 87'53'36'' W 100.00' '"�' '� 79/8.7 - 9 VF EM FE CUR. eN j °5'" PROVIDE 2 D Ws 4'0 x 5' D17- q�3S I OR EQUAL avRTD) HD 14101r--ROZANSKY FEB Z8 2019 o-+ N (vacant) cn Sm bNo o R TOWN OF SOLTHOL� Brown clayey loam OL AREA = 29,546, scf. ft. Brown loamy clay CL • =PIPE s • to tie line � s • _`•' Brown clayey sand with heavy gravel SC ■=MONUMENT • i _ }4 ELEVATIONS REFERENCED TO �`5•g' •Brown tine to coarge'sand SW MEAN SEA LEVEL oA� 20' SoF NEW Co-Sfa/ ora s/0n Ha-zard 41,?F g' TEST HOLE ���� �i�ry, Gc�.yf�f �d"d3/bn �lazord Amo- N. � N. .S. LIC. NO. 49618 ANY ALTERATION-OR ADDITION TO THIS SURVEY IS A VIOLATION j ;m Y R P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. /7, AX (631 ) 765 - 1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS �d HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID - STREET .SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 99- 1 25 WHOSE SIGNATURE APPEARS HEREON. SOU THOLD, N.Y. 11971 o , ADAQ 7"""1,'^@ 6•'l�.pnr-� I'.'. p f'r.7 �^p' S4 . • OR . F1['"A � F !"-(i . .I Ili �.J I'� ���. FO' ':: F' :c� RETAIN STORM WATER RUNOFF c. ERO!'Y i t - Fri�`,g.�:�'!� �"itl�. I°;.,: I t,:Tirl. PURSUANT TO CHAPTER 236 ,� -,,, ,, I. OF THE TOWN CODE. T9USSA ALL C0 ,,;T;i. �;ii',i i.;•y;!I;`'.!_I_ PI,`:cF f THE �d�9 r�_Q I-II'E �I'- ^: TE; coGE:a G, P.r!^' � DO NOT PROCEED WITH Cpl✓! YOR vT/';?r. P;'`'i RES.'PONSiii'r RuRSURVEY M S 0�a OR CO.•! QTR!.cTION E R;R0�� FRAMING ON OCATION �F4 OF FOUND HAS BEEN APPROVED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF eeor1ighting ,i SOLNOLDTOr, IZBA installed,replaced or urr �,• shall conform rep to Chapter 172 aire' . . .DEC Of the Town Code r, • L l ^ � 6 t Z,2, , t , -- - -- ---- ----- Z I �-o :,= 1 1.0 -- - !k X1-1:: E�ZavE �c. ct R I I t l/f •�I f i /.{�/,(•p/� x //may : , v • ..__,. .. .�---.� a,r�• por o _ f ` rye _ t c • .i ^ ��'�t _,._... .—....,,.,..._._,,,,,,. _.., _...._.__„•_•,.-....._,,....�...._...._..,�.._S�C;�:;�F�...,,. Y` —__+mow,...... _. �f 1' .. � / ,,. 1 ! '; 1 r t� _ _ M 11 `� ~r _.rte 5 U _......,.........__,..... _._..... ,,.._ ' ._...._...,. ,.. __. A R AND U E __...., ._._._,._ _.._..... `._..' _....___,... ...____.. __.__..__.. . .._.__. ..__•_ ...,_... __.. ti ,h ` . CHI T E C T U R E L A N D S C A`P E D E S I N ! Cf G r_ � � � BOX 24 SSUP h- QUQGUE NEW YORK 119 PHONE 631-653-3877 0 suterandsuter@gmail.com ^ __.�...,._....:,...__ n �4 _ . . r .• . . .. ... .............-„_rw.r.,._--•--.....-.....-.,_,,,. .. . ' V`slIND-BORNE DEBRIS PROTECTION FASTENING , - :. . POR WOOD STRUCTUF�AL PANELS. I :! / , :! For Max. S3'-(J" MEAN ROOF HG-i-. HOUSES A.P.A. SPAN RATED 4812.4 GRADE 15/32 STRUCTURAL I i I .-� ;i SHEATHING -OVERLAP OPENING MIN. 4'; TO ALLOW "� �' :I _,. ' FOR FASTENER CONNECTION AND 2X4 `i - f 'llf +�� ,/ w' •1- i SUBSTRATE 1NHCRE�REQ D. ALL METAL PARTS ,. I TO B E GAL'S/ S S . 1''�� t1. . . . . : . OR STAINLESS , Af�ELS UB ... -----_ -. _ _ . G STEEL ALL ' _._ _. .__....... ._. ___ r . _ • • . P , S STRUCTURES, AND FASTENERS � I ,. r, � . ' i � � �, .�' ��.�ry , TO BE HUt�IG UN ., <� . i : :�_ `k '; �vE!? THE HOUSE L i� _ ! t. S" a r (� d 1 Cil' 3=��L i � , Figure 3.8b Corner Stud Hotddow i =--` _ ,• -_ _ r•1• - - y� } { i t-� r I , Detail - 4 Staids i . r- _» ±L:rLr'tppl�i,1'.rA t'i�l•��1 i � � r'MtI . d' � C ' . :, I t,) r('+l 1 1� .l�(l L'`� ' I ~�-^-^'.Cf; :•'�.1xr.E'VE I "r;,.:" f F.. . , ' ' t J C I P. r . ..,4{ ,� ' I i .��- _ �.;r . I ' -. I of•.-kR1F y." `N ' � { 1 I t/-! r-�? s, :i r �: r r:Cts:7t):f C,.a.1rl, 1 t _P�I�'>li'®I;°�E �7 "� . �•! _•.... I 11 . . X; _ _I _ I -i �G�`•'�•-j: i :N 6F' t�i'� Ir' s� x . > • ' 1 f 147 1 V`✓ i�. i ` J r ® r.41t_'.�'�1 .�:1�i�\'• °6`: a '�.�' d 3, wfd . j !i i t 4 -F`1yl*j � p ., .+ ` 1.0.' .. r . ? t` •' ' '_ ,I ,�?1 j ; L -ej L11�r r.ty �- # ( } '" ' -.� j I t I -+.. ' Z l 0 Erc�t I: •r t I �_ j Endwali j �t 1:..rS'F:?.!4(:':� j Y . , 11 T_ I _t-I`�-h(1" '�i"1z,Pn-)t:: y. I . • 11 � . r 0 Corner 5'tu( � L 1 ? `�, ,� � ' �' �3,, '� M1�_ .,r. r d T . . I . € I':, a + i t� 1.. . Halddown---� t . v . . M �# € connected , i µ fl- I li, I € • • transfer sh I ,' x j 'r ! i . 2-16d 2-16d Comm I i � � t i -ice✓1�!y>v I jj nails at 6" a, ! . ` I'�y��Y,�1.xI T�:, €€ , ` ` m f. ' I ,WL: S2( ".. . 7- b-`Z 1[[ j j"r'�`� • �'l,ll.` )l 1,Ill`yj d "rb, Y„ ,�" `;�,. n F 't_ J^ - I ' , } f [.).','1l�{IrL•F:,ll�t�'' i -•,A,:. '?'• k :4 - - w^ ,� ! j .I�f-�. _ ?li T7 l/ r > ' ,.,, i ; �'r'1 I�rti"iT' (:'_� f a z' ° ` `s �,., ` i r `.- y , (1t �--• _1...__�._ i.s-,- i! - nt _twf? • ''"1•J-,-r..�.f 1 �jU D'f�- .� - .. eta: L :I t�1 �s'. t - err;� _r: ��� , �.,. & ;yi I �. �f��y__ .. ' � �'IJ..--d-lY�(tll(_ :_ �7 tires ✓ - '__• .- - } 1 I� _) !I i 1 (+r r g /t -'- L a a t ' I '� .�/ •f%'''�/1__4,R ,f,.t•_'.L•. -`Y �,,, :„a, I r'!•--. t' �V I•�' !�,- •�". ' :.1 •-�] /` "-r J j .C:C'14 f4 1 i G :`x• 'a:' '_. vn` E s, , ! I� 1 I .-i .i� �•+ ' w - .�,Y`. k., Jam' t i••-�iw? ..[n!lmo,,.J_ ov(,'I%;; �'°1,�'il% ,R -- __ L! �_ I �. .. _ Cl .ez Y ' ' ; 1 r 7 r u' ' + __ t " 1� E = L r '' -rtr . '' (rill ..1 ,�F.M:1-r''at�'. , + ''z, I C I tom/�'-c���a �I'1?�`I' �i ''F } : - i 1 r ��� � � >_ _ _ yF i .. r''� ,^SRI '''" p . Y -1, - I .i N 5 1. -- I ,��A-�. ��� TABLE }vF' I{'i ,., a_ 8301.2.1.2 ( I1;fr�t��.l.. C ..F"1kz'�� Nl"`!1�'Q _ € n °; t, j -... -, . _. a WINDBORNE DEBRIS PROTECTION FASTENING r ,� SCHEDULE FOR WOOD STRUCTURAL PANELS° s I x ^•�.) bed .. ... ...... ,... .. �t ._ ..____ . .. .- .. . t �.�• .. 3 sl ', __ _..__, .. 1.. % /� �. ,, tl_ f•� ,�1 I FASTENER SP ( -� l-J+� W 1. 4� `, t„ t �' I J i-4_10 4�fzpw--P1r�?G•-: ... FASTENER Panel 4 ACING(inches)'-" -_. . _ � ``�' ,� , lest< s I tt t�.t i t �i �` ___ � -` .`127 , '-- TYPE span S panel span panei st an . I _ ._.. __.._,...1.!._I CC - N._....-.._.N._-.T"4 ,. . ... �'. !�_� I ,�`t. , 3. '1' , -- ; U i fZ iitL 1.1.._......... _..._..,. _s test est , . , . - �J ,' :';; . 4 feet < 1 It N It�`1t1T-* % . "i_ � - y. /2......". ,..�.Z-.._._.-.f.(3 ....... I ,'.' ,,. ; :' Ssf �' . :_.._ } , , No.$wood screw based N.2 • /r .. ,,! I -. .� I ' _.. 1�- - ------CCt,:.:Ll �fix, '`: '. ' '.. ^ . �t , .. anchor with 2-inch embedment 10 �• ..,r f Vh r I 16 ,F #._ __..._ ti! length ___ _. �............. ... 4:q _._..... i �® y1,11 I ' No, l0 wood screw based n$ g '„ 3' ....... =���gyyy�,rg pftlpy��q I I ' !!�. __:�._ ancho-with embedment 16 h "R T : : ""` �... .- \ !I 2-inch a 12 g _,t.. u __ 1r��: _ . pf.et.. Tt�, , . length TYPICAL UPPER WALL AIR .��� a�� �>I� �h� � { .. ..• _ - wbasedane or l6�lla '/q inch lag sere h '` SEALING DETAIL ' �1 I �� '®r' . 16 _. w .z - embedment length 16 16 . .. -- ,- - , , F 5.4 mm,1 foot=304.8 mm,1 pound=4.445 N • • c• . with 2 inch em _. or Sl' 1 inch=2 _ .._. . .....,......-....... �, ��� ! 1�4_ 1 mite per hour=0.4 .,C,A� 1 vClassification' ("� q�- P A ��� �h� 1�® _4�`- �(�',_ =_=•••, - ' a ble!s 180 p ultimate _'_" "`_.-- 1, i _ y ' . ,' p 47 m/s - -" '� �- ' _ •. . This to based on m h desi n winds speeds,V and a 33 1 tr+ € _ :_r.'. 1,F R„ /, g p _ ...........-, '� Ith1' �6lil�� : --- __ _ - ; foot nrcan roojheight. ____�__ I b.Fasteners shall be installed at opPosing ends of the wood structural panel, E Fasteners shall be located not less than I inchfrom the edge of the panel, € STAGGER FASTENERS .' 11 IN 2 ROWSObtl0n.602 of the WHYS * ,COMP 'THAT AR OV , I y • . l c.,Anchors shall penetrate through�the cyte,for wall covering with an j , . ! • , _ . ., embedment length of not less than 2 inches into the building frame. -, I ;^ '"-"r ~ Fasteners shall be located not less than 2'/, inches from the edge of " TRU ; " , l,;,:' ``�,,;, concrete block or concrete. (C QO 5.5 MIN.FOR 2 X 8 DISTANCE SHALL BE PERMITTED TO:: :;;-;'a' . . . E , s"".'r.AX 6,5"MiN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS' • ,' r ,; :."`�=`' ' '"1;:'; ,:` - " '` d.Panels attached to masonry or masonry/stucco shall be attached using.' }r` .; ." I . 'r`"".` �`` 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS <' ', t, ^ :.. . y �,,z,Z:ti ,.. .� viibration-resistant anchors having an ultimate withdrawal capacity of not . I © Q UO ,.,:,, #- z �±! , j ,, ♦. I ss ban 1,500 pounds. REDUCED TO THAT OF LAG SCREWS �, x{�s " N'"7 OOR F ,�Il�':r�l lT.�D�' 3 .` w xy " `� y j 8 LEDGE O 2 X S �f �� I •. . +``M1 TO ATTACH 2 X _k 101 _-, .. �. r� ' BAND JOISTS. ,: ,,. ,� �' . 4` ......-...-_-.._...... ............._._.._..._._ LEDGER_____! LAG SCREW OR BOLT 3/4"MIN. y' RST E ®' �v TABU:8507.2 i , ' I yam'"' DECK LEl]GER CONNECTION TO BAND JOtST"b pp�,��ru• / "�:::,,.:,'" lt� (Deck live load W 40 sf,deck dead load r 5I: 1 inch=25.4 m P 10 psi,snow load 40 11' < ` \ 4 . _-_._,. ,, .. .__...�.__..-_._.-..._.. .-_......__- _ CO . 1 �_ i %. 1'. S OISTSP IN „;, u+'.'`z..ti i , f,i' ` J FIGURE 8507.2.1(1) :' `°:• `' NNECTION DETAILS = _ , _, PLACEMENT OF LAG SCR `. +: `'11 , _ '':,t�,R' y -,`, �:' > 6 and less B 1 to 6 81'to 10 i0 7 to 12 SCREWS AND BOLTS IN LEDGERS . OF ®® RR{�� r±NERGY QTES _-• ;,,• ay 12 1 to i4 14'1"to 16' r ,_ ��a� i � a ananat Enar Cnn orvaNan "� "^� , �' I On-rentor spiel 16 i to 18 1,All construction shall comply with the 2015 Ina m OY _•., /.-inch diameter la screw w' 1 " jurisdiction shall \ �.�ti g with /,-Incl] P fasteners ■ NARDS AND�'j�DES construction Coda,Tiro authority having 1 r n ro oared b Ortacolo. ` "' . anonortl aftioncyprogramtoexceedtheonorgyainciocy q Y l ,,,, 4.i };. maximum sheathing°''' 30 23 i y i __ t. t 18 15 13 1 }` 2.A armanonl certificate shall be completed by the builder and pooled on a Wall , } I. I J_inch diameter bolt with'!,-inch maximum 10 in Iho apace where the foresee is located.Corltacoto shall comply twlth IRC N1101.14 i . FFF sheathing' 36 3G `�. . .:. 34 9.Attic or aawl apace access shall be woalhototrlppod and 1naulatod to a level oquivaleni ,. i - ter bolt with 1 h r �� _-__-_.__-....1. •._-_.1 "•"-"'._" to the , -Inc t]1dRltTlnrlt SHEATHING �- -- 4 Z. 9' '/� h chh lame Instal -the components at faro building thermal envelope ohatl ba lnstaflad in accordance 6 - 4. 1n 36 OWN s c It Ing° 29 NOT E 24 � SHEATH ' Will)the crllmla listed In table 402.4,1,1 Whore required by coda olilckl,an approved third pally l f 2l 1$ I i=• �� SIDING R OF PROPERTY: 11 For St: I inch=25.4 mm,I foot=304.8 mm,t pound per square foot-0.0479 kPa, I THIS DETAIL IS APPLICABLE 1' ' WHERE FLOOR JOISTS ARE FLASHING FOR ' shall Inspect ail wmponsnta and vodty campttanca. a. Ledgers shall he flashed in accordance with Section 12703,4 to my SUB 6.Tasting-8uhding or dwallfng un,,ahall be tooled and vorinod having Ions than i -, 4. lECT PROPERTY[ADDRESS AND TAX MAP NUMBER / +f h. Snow land shall not be assumed to act concurrently lvittt live load, int water fmm contacting the house band joist. PARALLEL TO DECK JOISTS, WATER TIGHTNESS } or equal l0 9 ACN501n CZ4A,fi,8A, jesting shall be conducted by an approved third pprty• } { j t t i l r j t` -•••• c, The tip of the lug screw shaft fully extend bcynnd the inside face of talc band joist. I DECKING B. Ducts-Supply and return duds In shies 611110 be Inaulaled to a minimum of R e(�3'or greater i I ,,.,.• d. Sheathing shall he wood,structural panel or solid sawn lumber. loll,nmol,ortdR6�ductataaattmn3'tndlamotar, ( 11('111okoviw * , t� r„ -,;, /1tk1(; e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathin shall be t t (�� {11 tl(Ir�� ' �' V("T11�1Ic1t1Oil Permitted to substitute Cor up to !_inch of allowable sheathing thickness lvherc comb S•Up to t/,-inch tlrickness of stacked tvasllers � "' ��` 8a.Duct Snnling-Ducts,air hnadlora and Nlar bastes shoal ba eoglad, . k y.,-,.: 7• Duct testing-Ducts shall he pressure lasted to determine air leakage by an approved third party, , . m reed with wood structural panel or lumbershcathing. : �° APPROVED JOIST HANGERS i 8. 6unding envllies shall not be used no duets or plenums. ' '' „ k - �fll Al carrying .�;, 2"MIN. ° halnsulntedwllhR•aMlnlmum, �• Sk',. "'� € - ---- 2x LEDGER WITH FASTENERS 4 IN ACCORDANCE WITH TABLE 8507.2 10.Mechanicnlvanttfanon-ShailmectlheroquEramenlsoflholRCYiMC, a ❑ NeW Residential Structure - 11. Equlpmontslzing-ParACCAmanunlS,basodonlondscalculntodparACCAMaaua]J i = .�' FLOOR JOISTS HOLD-DOWN DEVICE MIN 750 L$.CAPACITY AT 4 LOCATIONS,EVENLY DISTRIBUTED ❑ Addition to Existing Residential Structure as provided by a third party HERB Rotor. i _- _ „/ . 1 ``',, . , TABLE 8507.2.1 i ALONG DECK AND ONE WITHIN 24"OF EACH 12,Lighting•Aminlmumof75•hotpormonantlytnslaltadfixturesm,usthavehigh•arlicacylamps .' ��, .--'y PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND 13AND JOISTS . Es Rehabilitation to ExistingResidential St ST PERStructure END OF THE LEDGER.HOLD-DOWN DEVICES 1a,All HVAC,PG,mbing f4 Elxbleal systems shall moat Iho IRC chnptnr 11 Energy j MiNiMllM ENw AND EDGE DISTANCES AND SPACING BETWEEN ROWS SHALL FULLY ENGAGE DECK . oinclency,lntamatlannl machnnlcal coda,Intomollannl enarpy oonsarvatlon collo. . , n CIU It Shall be the rosponslblllty of the General contractor to submit £ TOP EOGE BOTTOM EDGE HOLD-DOWN MANUFACTURER. !n detail the design,colcutatinns,drowings,wditan alatemenis od the mechanical, i , hedger' ENDS TO BE CONSTRUCTED indetalltheda,un,Haiti"n,healingayslema(naw,existingOfupgrododl 2inchesd ROWSPAelNG OR PE FORMED ATTHESUBJECTPROPERTYRE E BOVEWILLUTILiZE ' flfl ! R stampedio a prventil ti o.healing S required by rho Owner or ullding Dept ` , Band saints a ' i FER NCE A (check each applicable line}; '/ inch 2 inches`' IS/e inches'' j A FULLY THREADED'its"DIAMETER LAG 14.Additions,ottomltons or renovation:Shan campy with(ECC 20115 unaitaradporttonsotthooxtanngbuildingtsrmtroqulrodtocornpywuhthlswdo. i ForSL I inch=25.4 mm, / inch 2 inches 2 inches`' IS/R inchesb SCREW PREDRILLED W/MIN.3"PENETRATION 1,thermostat rovldodtormachsaparatahaoling a• Lag screws or bolts Shall he staggered ! TO CENTER OF TOP PLATE,STUDS,OR HEADER. ❑ Truss Type Construction (TT) becrcd from lite top to the bnnnm a1on� j SI: I int h=25.4 mm• I-1 15,Minimum ono pmOmmmnb<t P b. Maximum 5 inches, the horiznnlai run of the deck ledger in accordance with Figure 8507.2.1(1). LJ Pre-Engineered Wood Construction{PW} and coaling system in ncconianca with eaelWn Nt103 Control Systems. c. Far engineered tint joists,the mnnufaclurer's recommendations shall govern, FIGURE R507,2,i(2) ❑ 16. An oxtodorwai!l0oodce0h,glalsls shall be air cooled and lnsulrnlad In accordance d,The minimum distance from bottom row of lag screws or bolts la the top edge of the ledger shall be in accordance with Figure RiD7.2.1 I PLACEMENT OF LAG SCREWS AND BOLTS iN BAND JOISTS Timber Construction TC ,; with Table 8402"4.1.1.Apply a fresh band of caulk to the top rend bottom plata � - Immodiatlyprior tolnstollinointerior gypsumwallboard- : < .�'...�. jam""' . HE FOLLOWING LOCATION(S) ., -- �_ , l � _......�...,,._.._._.__......_�._.. ............. . .' N(S) {CHECK APPLICABLE LINE tN _`_ �-MIZ ......u,'� (�f - ._. /'s,,f. 2 . 1355ro - y'C1 -CYC - T /� r/+__ �t�t.. 1t� a! G j� _.._.... R 311 7 °�'� j _ . _ __....._.. _ __ __. -_. ... --_ - :.lC t - , . Floor __ -_-..-.. .-._._ �.- .._...._.,_....•.._._,«.-_,......-......................... ... ❑ Framing, including udt I a ��IDLY •'y.,w.• { Yt2...._-. g rders and Beam . . ,_ --•.._._ t :. ...... Roof Framin _.. e I R v ❑ n Beams(F) ..kit. 'NI-15 r�-� tz,r�-t 0 . ....- : f ___ �'i�v b :��'...�rrN� :1�'�,V._.:3.� .. /`i&_,-I �� , g[ -�- 11 . A .. .. _-...., - ____-- .-. .... P 12r�t rTFo P r g and Roof Framing{FR} ...� .��..�..�.�...�.� � PUT` � -t_u � Floor r -��'L:.. �(_ _�'�` •fL� ❑ F aurin ` . , ,� , li✓..._i1 L'1r__ Ip ta.'T G q N-.... ' ( 1 z-N 2:l � �� ATURE ' I }} -- '' S ; W ,. i IGN . ..' i "I. a, DATE • `' `'. -- fNT NAM' ' Branch hnetake-oils and joints -___-__._._-.._...._...._,_.___.__._ ._........_......._..._.__.._,�,._«..-. J - _.____..._...._._.__�...,.__.,._____._. _............._,......_ _- _, _ J .'/... ..::::.:::. J. _7 . __._.. , .._-.._.._..._.,.._,__._ __. , .___ r __.___ _.... __..... __ CAPACI ( aleck One}: [� Owner Owner's Repre lute . . . + __ _ .. ' ` `I .. ':" "' I !� Anew Fart 1265 to Titre 19 of the New York Codes Rules and Regulations(NYCRR has been adopted.The new Park..,_,__ __ Representative ' TY C } i :.' .. ) p ..; :. . , ' 1 1265 prescribes(1)the form to be used to notify code enforcement officials that truss type,pre-engineered wood Or' , : ' '. , - 1 timber wnst►urrtian is to be used to a ire-hdential strut:#(rre• (2)the sign symbol to be affixed ba the exterior of a . ' ,fTrBnsverse joints(e.g..5 bnd driye'.,.. t: ; `:':''i':: .':::'. ' I r gn or Cleat joints)to ts�nl<s noel all)otr�s on „:,.:, . .. residential stn(cture that has been constructed,addetf to or rehabilitated usin truss t i prenurn. , ``` ;` f ,.�" 9 type,pre-engineered wood or . ...'. �'j-.-;6 i timber construction. . ':. ;: ':. .. - .. _.---"__-_ ._ i •:.. : . .1.'.__ �- � - : . �I,.Q, -_...-1,1z li��''.....-. 0, 1�I...-. . . . . . I 1�.-.6. E I It .1-1...-.1'.. .11........ --1.-. . %. il, I . . . ---- -11,e-------,-- I ..__._...___ .- - .1---__...7 . I _ ft--1;1�,.-._.i��O.( ..,.M- ,..,-,no�-J.,.---+rc),.-.,-.,?.. . . . .... . ...'r.. .... -T-l""T L E___--_-_f'::'_' . , - , ___ _.. .. /. . � , .. .- ..�......--... _ ___ . - _ _ __. _ _.__ __. . ____�.__.�. __ _,___.___.--.__.__ __ ___- --___.,..,_.. . __ _... ______ __ ____ __ - 1. -. _ ._... �. - . O T-F . G/�&--;fir?_._ --I!-7 o�Up..-, ..-._ Mfr, v "::1E hl... N _510 11 ; U E R AND S ' . U T R -� , I I. 7.O / : . _. 5 .51'7aKIF.P�:TEF,r,',n .,'?..ii rf r... �c�+�1� �, Pt jl� :vr �`,c�`� .. ,t ►.z - _. r.. r. I D E G N SI . - .. D� S1 ARCHITECTURE LAND CAPE r �1I � .. �! __ .C" _ r � . l.' I � �' r r I ' �r. . . , . . , I .. , , t „ .. , i -------.................. -... � §6 ., .....^........... ....T,... .,. _._. s �K"�i •,11,1'1•. � ... wr., I _ .. . -.. . . . .. , . , .- ... .... ... ......... 1 i t 1 a F , 7 F . L--. , j - 1. e i' „ j .s I ....... . . .. "...".11.1--l--......... ... . �....- ... . ...... ......- ...... [ , . 1 . , . , r . rr.�,. _. .. .. 1.I..,_. . .... iV t : " ' Irl • `♦, •Ir y - •rte" :;i. Z•f-) . P. O. B4O 1 709 124 JESSUP AVENUE QUOGUE, NY 1 1 959 .,.. . . :..._.„„ _...___...... .............. _. .. 6 3 1 .6 S 3 . 3 8 7 7 , www.sutcrandsutendom F A X ,6 3 1 . 6 5 3 . 3 8 7 8 . ., ....... , .i 11 r r E r - -- pA"�._:%..... . . . ... /...5:...:`.J..? :::::_:..:...::.. ...::.. . ...: . CZ r � . . . .. ............_..... . . . ., . ._ _ _ .... ..._. .__ _..,__._. .__ �. ._... ._ _... . _ _ _ _.. _ _. ... __...�.._. . .. _ _..�.. .�_ t ..._ .._ .. t • , Ic e �^rl l•'-f�r t% 1 '� ,•' � ' �"4r P ; ,a A ,x ; r� .;n`.r�}, , l U.•J••r, •• � �[� CONSTRUCTIgN NC}TES TYPICAL WALL SECTION , „ t,4 ! Scale'.9 i 0 V I r __.. .-- •• TableExposureti s O REST ON VIRGIN SOIL&BE A MIN.T-0'BELOW FINISHED GRADE. }w t -:. t'G_US�.:..:: . j' .f.l-S:f�G 4'' . 1) ALL FOOTING T Table 3 ' Prescriptive • _ _.. ._... Desl�n Limitations + l- 1 UiLD1NG CODES INCLUDING�I� I3 t3 Rlt)J;o Connection Requirements Wind •'''+�'c �' �' • LL CONSTR UCTtON TO CONFORM TO ALL STATE&TOWN 8 .)54,1, '7(C� S • ' - J i 2 A . . t �, /_��'• � - � I {Dead Load Assumptions:Roof Assembt a 0 psi} I CHANGES. • Csf12( ot'�/a J 0 'S'I _• ; ) `• •3 ALL CONCRETE TO BE MiN..3,00a P.S.I.28 DAY STRENGTH. • r3:I�rY3 "' - t' ' , • " VENTTOPOFR00Fy1►lR1DGEVENTORROOF Reference 7oo•yr.wlndspaed • � 9•xctnndgust(mph) 210 115 ]2D 330 240 ]50 ]GO 177' 100 195 BER TO BE DOUG.FIR#2 UNLESS NOTED OTHERWISE. ±, 0 CODE 1 4 t Attribute LlmltaUon saction Figures . 4) ALL FRAMING LUMBERTO NIST r>: :. Roo Itch AoatSpan wow,' i - 3' MAX.8'-D"ON CENTER. -- + •C X ' ;BUILDING DIM ►P h Req red Cap caval Pldge connection pit) i, t3) BRIDGING MAX 0 :�' D :.;:.:.,, .. ' LOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. hLWAIAP_MBARR{_R.ON Building r` [mean Roof Height(MRH) ( } I '6) DOUBLE F '.0•,MIN.HDR SIZE 22X70 UNLESS 1 33'' 3.1.3.1 1.z HEADER OF ALL SPANS OVER � ) t 12 77 91 lOs 130 SG9 205 243 Zan 337 397 It„✓"stA11' DOUBLDBACK STUDS UNDER -N TED SIDE. 1 Number Stories 3 1.1.3.17 t iG 103 121 141 182 226 274 325 379 436 S2D G �G Bu ;20'' =.iia`. }> ;, r. ���� , ildtn len lh and Width BD 1 ]SZ ' 17GY!' 2 282: 34 1.L3.1b I�„ •h. GYP.ED, ;a •h r 3:12 a' TED: 0 N .' �.1 2' r21 2'�� :'33 .'410' `497' •'S6A ':fi54>'� •a' lA 1 •!•' 00 S :r '793',..'', t' R SYSTEMS SUR -' ' L MS i• Ek PO •',: TER , L A .. S A TW D EAR '>; E r Ni t '.,� EGA LVA �. B 'txsul+ct; LS TO 'ri z MING N .'2 ''2 X3395' •479' -6E'-` ,�763'�'. ALL FRA ,o B A , M t Jo NG. Lumber ist5 an C LI i S A DE •� RRI G' VE 2 a :1 ,•., ON$O P 3,1.3.2 DE DIMCN$ION$,DiMENSt r '92 z06� 243- z6! 353. ..452 A7'• ^•i•1 ,. N 9 RELATIONSHIPS OV . . ;r.' 'a; .,•r.• •, ERRI t } 'S 647'. TSA '873 r 1057 �'... UMBER TO BE CONTINUOUS LENGTHS. 1 70) ALL t3UILD UP GIRDERS TO BE GLUED&NAILED.^ALL L � - •r , + " 0 BOTTOM&24'ON CENTER. ' , Joists Jolst5paeing 24"o,t, 3,1.3.zb ' , i •-.e.•,• ,.µ '' .. , {,f� 11 ALT.BUILT UP FLITCH BEAMS TO /s 1714.BOLTS 16 ON CENTER N , 'i,, ( - 36 65 273 316 103 506 616 730 052 962 1190 " " L FARING PLATE AT EACH END. Cantilevers-Suq ortingloadbearin walls' d 4 STEEL$ 16 87 202 218 150 " F�stratt / ,•y 3,X1/ Setbacks s r EDGE.MIN.3'x -Loadbea g 3.1.3.2c 2.]a 3z G5 � �• rausaat r BE 2' FROM E G d TT B8 113 139 lb6 199 z3i 256 333 r •''' a . ' ::;: OP'ALL TO3.1.3,zd 2.1d .,. : 1 ON TOP; , I ring wafts ,•,; .:; k;:,v r;-+M1Y:u ,,•. ! s 766 224 255 309 a5A 428 !:.'•;:' ' �� ".; •, ROOF G. •B• WITH s/a FIRE P W D , �:': 4 .1 :232' 3'78D', •331'.n. X985:'r.: :443', ,53G'' t .k•�-.. • ACHED GARAGES TO BE FINISHED , I E AND ATT Floor Vertical Floor Offset € I---_.,r OF FURNACE d 3. .3. C t i i 2 UTILITY AREA 1 z z.Ir n:]z :x• 1 UT .. `za�' '`131�.; .:' ;� - ,r•�' 353' � ''37fi; :225" r279;•A+ '.335:'': 1397` jAG3',': �532i_,� ?843'• • s' , '�iy i 0 h •, , ra m Floor 1 r t P FI a s g D hra m A ec t Ralfo Tables _ 7 hies 3 Gia and d :itr: , GODS. r1 n 3.1GC 8.1.3.2( :'1' �153'''''"177 ••:205•i :.253':'! '325`%� �392-c! f4fi4•.- '�540'x', %62Q::•'' . 4 Td ERGY `� 1 iso'; t ' O BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 EN • ( Floor Diaphragm Openings Lesser of 12'or 5096of Building 3,1,3,28 2.1k 32 174 204 235 3D! 372 448 530 617 709 651 ) 1a 13) FIREPLACE CONSERVATION CODES AND FiRE -HEARTH TO BE,INSTALLED PER CODE. {FRAME FLOOR FASCIA . "-tt�i�K 1• • I Qlmenslan 36 19r. 230 254 338 I 4I8 504 S96 694 797 9Ga , 's • JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12 I „., 22 51 Go 69 as 109 132 156 lag 209 253 ► I IRE MESH 2"FROM BOTTOM TO BE iN THE SOFFIT W1CONT.VENTING WELDED W ! , • FIREPLACE POUR. .' '' '; � 16 �a Bo pz iia 145 175 ioa t4z BEYOND IR ,wnusysTTMs I AND EXTEND 6 li�Y N F �6 ,. Wall Studs Loadbearing wall Height SD 3.1.3.3a• •t�' �:t 1 1 ,' . ,' 'got", 5'115;1 �zhi';"• tier"� ''2291 �F2G0; aa'�''�' •:nzi . ;: N an Loadbeatfn Wall e1 h r;". d FOOTING: {art " g H r. 1 zD 3.1.3.37 5:12 " ,?4,';',�',. '702'•x' '„119=;: 138'. '!77 iZ19''a: t�:2rrt' J32'.: ••."'36q'i: ,418'• 'BOG 16 CONCRETE BLOCK 3.0 - , .POST ON4-=X16" - S 4X4( 0. Wall Stud spacing DENOTE ', n n o t. 14 - � P g 2 3.1.3.3b iii '139 •>lfil;`3, '498" MING TO BEA C.C.A.PRESSURE LUMBER. , f - DECK FRA .r.. ';:• ,. , t, DE. ALL shaarwails si . _ _. . ' BELOW GRA , a DENOTES 3 ''DIA-LALLY COLUMN ON 2�"X24"X12"THICK POURED CONCRETE ", 179 307 215 378 ass 460 545 677 674 21t,31n ]3G I ' 1 , , t • : p ,, ..,.' ) Shea[Wall Line offset' 4' 3.1.3,30 r, 36 353 177 ; •207 • 265 ' :,328 - •, 395 • ✓•AGA , :~545 / b77: ••'756 SI�oR Fastemtn(nla; CutLenpth AitonebUi�1a1 „ ' SIDING FORTING. LALLY COLUMN TO BE FILLED VI(iTH POURED CONCRETE. , Shear V`Jall Sto Offset` No onset unless C[Exception 3.1.3.34 � ,' ' ]2 48 55 63 87 99 iia 141 154 1fia 227 1 ' ;,����,:•} " " E PIERS ON 16"X24"X12"POURED CONCRETE 1YVEK 1OR CD BEi oRE WiNDO s 6 CONCRETE */• a Wall Segment Aspect Allo iG �; r op stud AI Sara Bo to gstaa latA 459 ) rr,, , f, , DENOTES 8x1 as$OR tax � R •37 3,1.3.3e - ,� d q Tonle 3 D G3 7A 85 iD8 133 357 188 218 250 302 COatuJe T tt fl , ) ta'rZD 0. 2D, aN` 19 •'] •135•' `•1GG ].9� '3- 7� SUl A'i i :Z 5'i" 2 3' ' :373' 378:' •. Wl5 BATT IN r ,;' r . 7 6 QN CENT r ::: .;::. ,' ,•;,.,'' ,ROQF SYSTEMS,: •�. r .z•• , 1x6 A7 i r FOOTING.G. 6-Ba �e•'• 3.. F a r 5:72 •fir'• d '2a: 'as"•' '1 �9 tS28`' 68 ''1 i'•'%' ,']27, ':162; '] 9.�� 5239• R2•�•: 27 .. IN • ! , i 2 .:3 :375 453' t •r» ♦ r N'firft Wf3/ BATT to � CENTER �i• 6 N f1 2x4 A �;. 'r s 1 0 » u b . . ) mer 1 c Rafte r •A CONCRETE. ., r S an Ho ilonta!P o cellon 6 2' A� POURED ► _ ( r z 3,1.3. a toisd SLAB TO BE 4 P ) 4 I BASEMENT ••i ''"1]i•' ti�i :'i `'i' 1Q•Bd 7? BAS -• . ...., 3139-�. :;1+ie�, Elie 32:`�� 7a� ,.'sig ':�a2:` •:4311• ��si�'• ism ~�� , ) " •/, GYP.13D. ...._.,.. ..; - .., •t t'E0' �::ti:•'' Mr'1} ' 18) CRAWL SPACE SLAB TO BE 2 POURED CONCRE'T'E. Rafters Rafters acTnR 24"o.c. 3.].3.4n - 32 727 ]4R ' ]Ga" its" 255 310 375 a3c 501 ' Cas 1364 'a2' 1S) GARAGE SLAB TO BE 4-POURED CONCRETE WiTI-3 6"X6'X616 STEEL MESH REINFORCING ON i CH SLAB TO DOOR MEN,'/`PER 70. ! Eve overhang length` Lesser of 2`fir ratters anJ3 3.1.3,M1c 2.1t 36 lA3 1GG Tao 242 29R 957 423 A9I 564 860 COMPACTED SAND&GRAVEL, PiT cszn 7tltdxiK' T•toaita '�' ►' . r,L;;''..:. ' :�"; E ROOF FLOOR TO CODE. ," � Rake Overhaul;Length` 12 49 55 G2 7G 94 112 133 is3 175 21] t }�.•1,6 p HAVE FRESH AIR VENT AND FIR P Lesser 1 ss i7G sD4 z3� zal4TSt6 7 ipdrl>3 , URNACE AR I P a of at ri u�M s an/2 3r1,3.Ad 2'lg ` i 20 F Roaf S o e 6, 73 62 102 .125 149 7:11bs}}J' L; 20? 81' :92"r' 303'1: 127: 356 '+187: ) '' •'�54°'.' .291`: S t1tCA tDtalf?ULft1S4t1AMd. WALLS- 2 0."> i t>,xttlnereurdapl°6MSfartAad 2, FARING WIaadsla,+ ADB •t. LO LL '':� � ARatio' rb i IN oafe e K NG Ad t vtti SLOGI •. .' '•" muq.nittn Tea n. 0rL' P7ab1 REST os3 ( 'r Re .S6A and 3,160 L F of Di1eUaa ST L a hra mAs3,1.3,4 d 1 tui Aspect C 7'12.12:12 D Stlttth,ap 2 IN A A,. 1 :z ,' s 98' tit " P P, 'I5'' ']117.• 'A: Ikd4 i , P :1I0 •` 12 3' i2T '.IU3'4'' '305'.:. :35D�`': ''A BIP ) •�: - zt. zstaPsca7DsUat1 1 HOUR .,...� �:t,. thea wD:phsbewJln2r -�' 0 CENTER R WITH iu 6sCutetie torwr 8'-O"ON MAX.AXDE. M t�taax� !� Ci fn O to hra ms tars E SHAFT T i !7 ex,nroe:, B FLU !od � EFA . . is a,' P .2 i" .PR ''1 '� SOP 4 '� � '�, ..27'8':;;;: FI E T r •�'1�D''"�� ••14 .'IGl•:' '•347;;. ,f:$SG• i 408;=: :'A• p� CIritS 7n • �) R .. ., ,�•. .'; 91��_� t9URfrts•s•(2Si}xttDHiJEsiLloEldstit°4}1( it 1• c, ' •OA D: t -- 1 32 130 !47~~ 164' 204 ;250 299 1 407' r 1 G• r 1 TYPE GYPSUM BOARD: , 3 SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN.RATED WALL,DOOR;&JAMB.. DOOR TO I �, ��l HED FLOOR See exceptions, ss "'4 rr "552 1 y 36 147 IGS 185 220 281 335 395 ASa 525 532 •;, 2 )' ! j 'C�bX-SUBFLOOR GLUc>?AND SCE�t�WED Z o�atsT - Far roof snow loads,tabulated spans are limited to 20 ft. 1 1 Tabulated connection requirements shall be permitted to be ullIpl ed byor70 fat framing not located 8 feat of building corners, r WFCrfRi9fJIfNCF:takfes?1/I,38 • , w• '; /" • BE SELF CLOSING.".' ' •, • ' „ � ' - rAiRSPACE 2 TabulatedconnettlonreuirementsorebasedontotalupliftminusthetootassemblydeadfondofGpsita,exinpsi-6psq. 24) IF A SWIMMING POOL IS-INCLUDED IN THE PROJECT, IT MUST BE I=NCLOSEb WITH A 4 HIGH FENCE& � j q ad , i SELF-LATCHING GATES,TO NYS CODE, Efz•'TCrtli:ATI=D° , •' 3 Tabulated connection rr, utremmis ate based on a 12Inch ridge s actn rot different ridge connections acro multiply ; ,' , s' t' r • , , ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENTEQUILIBRIUM . •• , € Y PPr Pr,temullip erbeto , .c5� q • 8 P & spacing, PY A v , . 25).NOTE'A - 8>�► - _ __ .. ___.....,.,._ __.� , I GIRDERS,FL.JOIST,TRIM,ETC. :,' _ _,-._ _ CONDITIONS E.G R r w EDRAL &ALL •,., Multiplier°� 1 • j'a► r;,xr '• : thetabulat ca o f 11 yr : :,. -R TIE DOWNS TO TOPPLATES IN ALL FULL HGT.CI,GS.(CATH ) __ ;- f 1,00 1,33 1.00 2.00 4.00 24 tat t ,•• . • INSTALL RAFTER - Rldgo Ina tin.) 12 ]G t9.2 za na ,SIDdSpacing• ..RDatSpsa , 9AJAPH 103tdPlt 113 c 2 ) INSTAL .• ., • , """' •Jl ^•. ,I 4 For lack uplift connections,use roof span equal twice thn Jack rafter length.ThoJukrattarlengihlncfudas lheoverhang '! r '`!•_ '} - RAFTERS AT SEASHORE.(SEE HIGH WIND NOTES) ' • OF�C42NG'(� E TO COMPLETELY COVER SHEATHING. t Jt II •- �p I'� rD.c. . BUILDING (OR Q.) � . ...•...•....,.___,,._...____.__..__._.., _._ _. .. . . .• •; 4a 3i5 tarp .. •.• =�?,' �' �: ` ' ' '•rr ` ) � ' t length t 41••• 27) ( ED,FOLLOW ALL MANUF.SPECS.FOR SITE lZ,f •/`�! 3 G. ` ' 2$) IF WOOD'`'BEAMS,MICROLAMS OR EQUAL ARE USED, { tt ' J t , . 1 ,._... . INSTALLATION.ORiLLING,I3LOCKlNG,&.LOADING. //,� jl�r J A-Y,,- '3Q e_ r L✓ S P 3 A3 WA-s*h , � ��-�� " to A1s'- 271 STORAGE,tN MEANS OR METHODS. l'�r 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION M - 1J'B0LTLOCATED PER TABLE#3 2A(� -.4 r ,. �.�M-L.-t. ' - „ .. I j J�'I � zg 151 zat ? "96 285 X59 I:aw I 't 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE _ , t S ONSiGLE FOR THE ENTIRE PROJECT. s 2X6 TREATED SILL Table 1 Applicability LimitationsD•c 0 REP .61U.SEAL UNDER TERMITE SHIELD r 4e azA ECT 15 NOT BP �3 �._ 81' ti53 PROJECT- -Rif- ARCHITECT RE NOT INCLUDED INT THE PLANS. 'ANY ROCK !. ,�, ! CONDITIONS THAT A FINAL GRADE Rejerenca � at � •(LS3P t , ! 31)•THE ARCHITECT ASSUMES NO SITE L• , BEDROCK,UNDERGROUND STREAMS,ETC.MUST BE SITE INSPECTED BYA LOCAL, "/ � '"' J Section ....Figures a a a FORMATIONS, ' •r Attrlbu#e I �� L YIFGGlRFffBEJlCE ra6)etZ2A,33 7yplFlDiCS(aF1lclnas ' F ' O E• ,, I Limitation 5ti r'` �irnlli 1 � . NSAREN TTH ' r » , . ;.,,,., ;, f y!•'s `' GE THE'PLA r a A CHANGE r T , ES TH ivsloNs NG , G DIME U ,r BIL r � UCT RA I , STR .1 '. Y &AN 1. ENGINEER t I i GT. :.;.. GHiTI» i R . is OF THE l •t w , RESPONSIBILITY .. - •. ` DE ,a �^ 'ti0 S 33'. ATE -„ ST ON,AC PER C� t H• 07L -o a el h MR R aan•A f M lGN7'PM ), SC OPYft g ( R K ! W� r crS D:ARCHITECTURAL c a TE Rt H 3 2 copy QP P.d.SLAB r v� i S a N PLAN I 13.1 F t ET 0 1. THIS 3 G TH t INCLUDING , 900 INC L i ora 1 �' so,P 1 76 7 BER o Rories -�. t-•.. , CEM t •i•'• o s do t ether F Y• D f DE N r• ttX n R t " F an SIa•S 9 D AFTER • ARCHITECTURAL WORK CREATE C WL SPACE a i ALL ARCHIT 2 P.C.SiA6 AT RA � 1 - ` OF. AN DD' Ia.3.1b r D COMPOSlTlON `"'�-'�•--�. and Width .• >+: ,,.r•••., ARRANGEMENTAN zt [ ` :. �a its 259 $'T(-{S " •--..�,,,� • , Suiidini Len h n ,, t ORM A � " .. F OVERALL F DATION WALL' r' ,.r y O 8 P.C.FOUNDATION ':, � TERMS ' -t „• ,B 'E• 08 }},, ASSUMPTIONS2 0 4 F,A •L o �36 5 Y A •y � D'� l 7 e, '•� Rio E i •'x"' ORA aR F ERi ,.: iGH 1:X7 -S G ON THE a0 IN , F r' , W A PRi J ELEMENTS TN !D M CEM �3L1 o c. E 1 ,a 'yi, , { i• • s1fot' d`rissurri B 5de 3 tti111e l0 9 1 8 ,... .r. t .•- .. .f : , !'or Clia'lei P � , '�5ee CEia',t , P I 4 • .fir i t: • ;t., .t„ - - et . ufad requirement '60• r• 'b e e rem n �8 S• •cl tt to t t )� 1 e f , .s 1 o'the q 31 :2 - R , ^BC,E �;F.: •r i TTS TA .t 'A+ a r r , r,'• J '1 , i• 1 , Assumption 59 ad Ass i •ERiA 9• •3 �G••�CR T ( ? N P 2a PH IC GRA 51;0 a AND L ad T;' l L , ,Lo c A BACKF , ! D a7 N P .. _.:r• 'CLtM SA Y t 4 CLEANMINIMUM rG. r w , r' ✓ u M A !' Ai t3 > R•, 1 3 544 •A r a ca or r {( 30 ,. !R1ER• 0.8 st of!ia I' :.r SUBJECT TO DAMAGE FROM W{N7E R ICE BAR At �xr r I' Partition Dead Load P , GROUND WIND DESIGN SEISh1iC e , DESIGN UNDERLAYMENT HAZARDS° FREEZING; ANNUAL -. DESIGN " Frost line . , x - EMBEDMENT •,. 1 WaOCI IFYtYte CCtt1SYUlC�iCitl il/Iatltal ts'oc ''. ♦ : ^ ra hlc S eclat wind Wind•borno r Waatherin0 Tarmita TEMP REOUIRED" INDEX TEM �`• ''t't' ,' - Wa1lAssenbiyRead toad 11.38 pit .� •I f ,• , SNOW To ¢ .. t I fia fi 1 ] ' `. :. ,, 46 bD6 • 726• "-51L•t••-QtrFt'C�•• •- .,;,.. LOAD Speed' altectsk rection' dobrtszanaCATEGORY depth" I 16,X9•P.C.FOOTINGWff .� 1', '' { Io•xDpxf I aoY One- and Two�C'almity Dwellings 1 dt . . q a I ", �,, �';-`• : ! L (mph} ": Float Dead Load . _ �,J r• If 14 1I t ,S' N 4 5 51 ; ON VIRGIN SOIL&MIN VT BELOW GRADE 1 " �, •' ; 7, f I t' Gv � �0 •. COMPI:IESWCiHTRBLER403a FCG.Ra03.'I(1) �y �._.� ' RoolkeibgAssembiyDeadLond D•2SPst o ! 1.Tit°tricdup4lkittad+►tsps�raDt!€x171+Aa:strrbtj6ttdtotdaaalD2p�trsAgtrmDlftksd d(U.lotatttJ>r1T-7/JA ' _ I (� (� �j(n �� s on a31e rL1R}ItttSRdotttst,NtftCtl�ttdatmtybem�DiplrlbyD6D. i `L �mm { Float 30.40 psi 1 Typical BP •. � I ;Rol 5 Fmo U uorl�I s { a ne»!,trdt��P!f0 tdmRtmdraxnwt?htlip`4of 101u1ttsaatatsfaomroataralmtpM2ltct t_/ _ x _._......... r•'•'• t r .,t I G ; ill •, +1 "x•c ice-'sty`s=-------- ' . 1 . I , RoofLlveLDad 20 psi 8 ,� �Ylth a Muds 1 •TABLE F1301.2.1,3 j •,: Cb OF SOIL,'IF INADEQUATE, Ceiling live Land 10.20 sr ' It7 S° CONTINUOUS FOOTING DRAIN TILE TO Dao psi Anchor Bait i t9-S EED CONVERSIONS' INSTALL CONTIN Graendsnow load Tabfa 3.9 ttnff+or/CQlting lois`Pool taint connection Requlr#jrnorits i IN I - 1 -s,n 'd. I s' ' �' V 1}5 120 130 140 150 1 GO "170 180 ,190 200 t, STORM DRAiN, - 110195 mph wind speed (DeadlLaad Assumptions:Roof Assembly DL=10 psf} )t 1 Roof GrounStlSnow s! tssad 70 xf )00- r.return period,3-second gust) - i s1 sf � � 1• rfr 1 l0 •• , WindLoad • { Y ¢ , i Va,d 85 89 93 101 1f)8 115 124 132 l39 147 155 i �' ,• Exposure B,C and p - _._-_, ����� " seismic Design Category(SDC) ` r 1 20 sf � + Roof span(fe) far SI: I mile per hour=0.447 m)s• j seismic load I t 32 24 36 12 24 36 12 zA 3E 12 z4 3G P _.� .» ,.:.;• _ . ...., SDCA,B,C,Do,DI,antiD, i R, l,i _ .. - - „_ ... ^__. ,.T�:r r;r,.,T._• ».� __ ... __ _ ... .,.... ._..__ .. ..,__ .....,. _,. __... .. . .. ................. Ratter o b s•°set Hca lett. - Connection I s I r I 5 permitted. Cann , ntc } Alton t Heal ( ) .._.. a of He .. ._._.._..._. __., ., Required rad Ca a i i .�. . .' , ... • . . ..�i . . .. .. . ,....._,._.._..-.._,.._.�_.._..._..._............_. ........_..______.,.......__.._.._.._..... ..._.................._.-...,__.",.... ....,.__,.. - ..._,r, ., _... .. _..._..-.._..._. ------._.,,......,..... ..,.......... ._..._.r.,.._..._' RaFtetslopa q P S t Walls R 1 tl If d Shear � ����� ' CONCRETE COMPRESSIVE STRENGTH j SEVERE,) ', ' able 3 � F f 1 � . 1 I .• { 7. .413 Shear a s os s n Uplift X - r a - ", , , � ` 12 360 720 1080 397 794 1292 5R2 1164 1745 767 1534 2300 (Piescriptive Alternative to Table 3.4) Ili- 480 960 3440 53D 3959 1589 775 1553 2328 1072 21d5 3057 BASEMENT WAS-&SIA$S�3-OQ0 PSI GARAGE SLAB 3,500 PSI -- _ _ 7112 t . _ _ .51 e..r_ -_.."..»./.r.Nt/- 1 9 2t 576 1152 1728 636 1271 1907 931 1852 2794 1227 2454 3G81 . ___... ....._..__ __. �._. _......... _ - 0• r.WindS eed3-second ust m h 130 115 12 130 140 150 160 170 180 19S 124 720 1440 x150 794 1589 2389 1154 2378 3432 1534 JIS A6 I i 59fi 894 437 873 1310 575 1150 1725 1 i Table 3.3 ill Plate to Foundation Conneetton Sitonr Lend for ,� '�' �...... ...:_ .. L s4o iia age Sill a Uri 70 t Iz 2711 Schedule Table 3,3A5 6/8"Anchor Bolts-Foundation Sill Plato connection m Seismic(Cont.} } Top&eattom of • Wood Structural Panel Shear Wall t it, 360 720 080 97 794 1192 582 1367 1745 767 1534 2300 Panel Nailing j M1:ix r 7'a}i1e S"� Nailing ! t RoslstlnJ;Shoat l,aads from Sofsmlc(prescrlptivo �,4���' �' � Dead Load Assurn tions:Roaf/ceilin =15 s# Floor=12 psf,Partition=8 sf,Wall X30 if' I Requirements Requirements ,ra ia.2 432 664 Iz96 477 9:3 In3D 596 1397 2895 921 1640 3751 • Numberot Numberof ; alternative �l rf 1 psf, ' p ' p ' 1 ,1 Nail aximt Roof5pan(ft) ! 2A, 540 ]Qeo 1620 595 1192 1787 873 1745 2519 3151 2300 3451 Common Hafts Oo,tNalls Nall Spacing ;: (• Ground Snow Load-70 psf;Lateral farce resisting system:Wood structural panel shear walls) ( t 9 s96 3046 A6D 920 1 560 joint Desutption (Dead Load Assumptions:Roof/Ceiling;=15 psf,Floor=12 psf,Partition a psf.Wall=110 pit; Sheathing sheail Wali R Halls f P 161 lee 57ri BGA 318 635 853 4GG 931 1397 613 121.7 1840 --- spacing t RooF Fltnn4lNG 1 Ground Snow Load=50 psf;Lateral farce resisting system:'Nood structural panel shear watts) Thickness No ng in 5:12 1a:2 346 G9! 3037 361 763 1144 SSa 1137 1676 736 1472 22OR sea7abta3.4A) (sceTable3.AA) perraftcr - RaiortoTopPlato(Tae•nafaled) (sea7abta3AJt) (seaTtibla3.AA) perjolst , Minimum 5QCA 5DCq SDCC , cillo lalstto7opPlato(T 1 cachiap `F Minimum soca sacs SDCC 2G OSDar BdCammon • 3 - • - 24! 432 854 1296 477 943 511 298 1397 2095 920 lA4D x750 i ! C g saaTab1e3.9A) Foundation Building UW UW UW Foundation nullding ) L L/W 1 15/32"plywood „p 1 3 36 32 24 12 i2t 154 307 453 170 340 511 249 499 778 329 6S7 985 f t Cellins)DIsttoParallelflatter(Fate-nalted) (seeFa6ta3.aA} { P {, g Nails 04 ane` 1 see Table 3,94} (see Tebte V)A) •each la j Supporting Dlmenston,tN I is 2 2.5 3 1 2.5 2 2.5 3 1 2,5 2 2,5 3 ! Supporting Dimension,W with species of G 3G 32 24 12 olstln sovcrPartitions(Fate'no)Iad) ( erfra i'. 1 1.5 2 2.5 3 1 15 2 2.5 3 1 1,5 2 2.5 3 edgespacingand s - " 1C 246 431 741 227 ASA $17 333 765 19 436 05 1315 ceiling) q see�nbla3.G) P 2 4 3G 3G 36 36 36 32 28 20 1G 12 CnllatTiatoRaitat(Face•nalled} (secTable3.G) I cad,end §*' , trt) Number of Posts Ra utred s• ` ft plies having n splicing - F ' T'� ]9„2 247 494 721 272 545 817 399 798 1497 525 1052 1577 2=3od 11 7 x 7 12 Wald s g 1 2.8d i i2 ] 1 1 1 i 1 1 ] 2 1 1 1 1 1 1 Foundation Slit Plata Connection Shoat load,plf•" GZ0•A9 3 36 3G 86 36 36 3G 36 36 32 ZA 2f1 309 637 925 340 b61 1021 499 994 1497 557 1335 1972 - 82 255 511 767 _ - AB 5 _ _ 4 3 - 97 19 •r r 132 2 GS 3 6 360 1 0 AD t Oiocking}o Rafter(Taa•nailed) 2fGd 3-1Gd cad,end t . • lG 1 1 1 1 ] ] - 1 1 ] 1 ] ] 1 1 z 3 '' 16"OSB or - aftet End-nalfedl , ' -•� 1 dtoR "," ,,.. :' ]r br _ _8G _11 1i IIdCommon Q 36 32 24 12 l 16 350 .329 Ago 177 353 530 259 $17 775 341 582 1122 � 12 ]8 2a 9B 33 2G 3G 4S 5 39 sn 9 7 A RtmOoar ( j" ' 2`;' ,2: ..,,2., m iG / 15 21 27 33 39 29 41 57. GA 75 44 G2 79 9 M1 1'.;. . // 15 32 1 plywood :12 409 876 1227 '[1calling `�•::... '..,;.. ...... .,. , .. ., . .. . .. . ,. ..,... ...;,.-',.,: ...: . ... .._..1,._..-.•--•-_ .. .. .. / p YW " 6 12 � 6 310 621 931 RAMtNG Pool ,& ......... ... ... .. .t.,,,, ;.::. Vt panel 3 3G 36 3G 3G 28 20 1 213 A2A 63 .•:•s ..,• Wl1LlF , .... .,.... . . ....,,. ..,,., .. ,, ., ,.., '..•,. :. .. :. .. ..� .:,•,2..: ..z .:::.-:2`.:1`:f,=3`• I � Nails P o 19..2 192 364 575 24 ,::., i.. ..:].;.., ,1 . .1,,,.,,1., ..1_ .•.? : ,. 1,.-.;,.2... ., z.. ],..,.. 2D 17...... .74.. ....3D.. 37...,. .....44.... 33 4G... ..59. _.72, •. WBS SD'. -..6 ,.... II9' 109 129 _ i6d perfoot ]Floor ,; 2 "' > :' :.;' : .`:,' ''.0 '. ':'•t: c' +':•g :. Roaf,CelUnp of ed Ds nein and 6 3G 36 36 36 26 20 16 12 2+4 240 ABO 721 255 530 794 3R8 776 12Gn 511 1022 1534 2.164 1 rrs :2a.,..,,;. n with species Plata (ram cachSlde 3.;...,,::,3: �;•.,.1.,...,1 2 ..,;,,f„-.,,.;7,..:,Z ?.,. .:2...,,;?. '.:'2',:'11`'3 Z7 having A ¢ g S 4 7 192 383 575 Top Plato to Top ( 5-]Gd join 24 19 2fi 34 42' 49'_ 3G 51 GG. 81 ', 96 55 .77' 100 17.2 14S 32 9D 7R0 270 99 199 298 345 291 3 4.1Gd 32 1 1 1 11 - 1 2 7 21 2' 2 3 3', - "D '• &1 Ffaor plies h g „ r 12 field spacing 2 4 3G 36 36 36 3G 3G 36 82 24 2D i Top Plates atintarscctlons(Tatanailed) 2.164 2A"o.c 28, 20 29 3D 46 S2 44 56 73 89 301 fiU 83 1]0� 13fi 154 '388 $92 256 Stud to$tUd{Fata•nalledJ 220 240 360 232 2GS 397 194 511 767 2.16d 36 1 1 1 2t 2 2 2 37 2 3 3 Al -i - 22 12 t IGd i16d 16"o.c.alangedges! I 12 1 1 1 ] ] 1 ] t 1 ] 1 1 1 i 2 m 32 22 32 Al 515.., - 43 61 80 9R5., G5 93 121 1495 20 - 4 318 477 233 465 699 307 613 920 Header to tfeadar(Facanaltrd) t A perstud •-A 1 1 „ ,l„ ] 1 ?; 1 3 „ 3.;..,. i.,_, ?„ -:,i. 1 2, 2 2 CI . ' . 36 24 :34 M15 495 4G 67 87 955 7D 10] 131 1455 15/32"OSB or lodCommon 1� 4 3G 36 28 20 12 - - - - - 380 360 540 199 397 596 292 582 873 343 757 3150 36 36 36 3G 32 { 16 secTable ll 5 } de d to see Table 3,5A) ( m 1a.z :'.. " , r r, rr adbeartn wall header,or rid Cheam signe f t ' 24 tomplatetostud(End-nalted} ( ;K 1 .,.,ir.'.,.,i ..:.1,._.;,7.:'; ' 1 :;':•;i,,., 2.;'=,;z'.`;?.,2 . ?:' ?''r; .. to 12 22 2J 37 M1s s3 42 57 72 87 102 63 R6 209 132 la " 3 36 36 36 36 3G 2M1 2D 16 12 T°p dr D°t I s•a sot C Hoof,eciltng,& ( .< "•,+'•r' plywood with Halls p 6 papa) 3 iTeat Joint connections Ara not tegvirad when Tho rfdga Is supported bya la B B 1,7 Gd per t -:f,l.:':C.:'y'•. l .i.:.':'2��::;�Z:7';.7:' :,3 .:'2' <`Zi':.r•3.i1:�3'. :."4': r 2.1Gd x i Irl , 24';;':` ' ;'i;;%`':i ;'': 1 '. 1 ' Z4 33 43 52. G] 4'J G5 fl3 101 118 71 98 125 SS2 179 36 36 3 36 36 24 20 16 12 ^ jt, i resist capplied laads. t End otst oars es edge s acro and 6 , rest h a 1 2fl species 11 a d is " ,,..^^. . s e la g tOn 1 ' t_9.,... oar o1s 1 , ate to Fl , OottomP 1 '• ` " Olotkin Face-nailed) _ _ O 28'..:-' :.:Z:..•, . .:'?:. ?,.,. .2 ,.? :.. 2 2 "'3,:'.1''3 :?',;,:'y9_ :... ,the } in , or 8( _ - , . • ' M 3z ] i 2 2' ,.,.. . z ,:7,:.:,.3.�," 4 . . .. 9 3 a"�� •� .- ' • •• havingGZ0.49 12"neldspadn8 2s 4 36 36 3 36 3G 36 3G 3G 32 24 -- FLOORFRAMfNG i r r1 ,s x Cradudlonl n. - Roof,Caping, 20 27 38 A8 S9 �G9 52 73 93 314, 135. ' 79 310 .SM12' 173 244 Isprovidedbyverilwlstrutsorpurllnstoaloadbaar►ngwal t e o I whenlntermedlatesupportattherofter N 36 ] Z 2 21 2 3 4 4r 3 4 5 6t _ 24 30 42 54 rY 7D 5A 81 1aa': '127 151 87 ]23 158 193 27.8 3 3G 36 3 3G 36 3G 3G 36 36 3G 1 connection requirements shalt be permitted to be reduced proporltomSly loth n spa I A•]od Per)atst &2 Floors A. 2 1 ] 1 1 ] 1 1 1 ] 2 1 1 2 2 z 4 28 32 4G_ 59 73 82 G3 89 '11S 142 , 159 9G 135 .:174 9,13 : 24 . 1 SeoAWC/ANSISpeclafDastpn Provfsr°ns/or Wlnd and Selsmlc( WS) r proper design and detailing of wood connections ate,required far telling Joist to calling JOIST rap splices. lois`to Slll,Tap Plato arG{,dor(Toa Walled) each end D s 2-8d 2.11d r !c� 1 ] 1 1 1 i 1 2 2 Z 2 2 Z 3 3 ! "" ""r s s" - - structural panels used ; 3 Tabulatedheelj f B B a Cd 11 „.:.• , 32 35 50 G5 79 68 97 126 154 104 147 190 2345 4 Tabulated haat joint connection requlrementsd not Include the Dddlttonal wet ht of the eelAn assembly. t - Bridging to joist{Toa n ) Dd each and axTmum too ns shall b rmlttad td bD 2 3 I P t o A r reatar tabulatad m f spa apo r orated a1 ilia bottom of the atdespace i:`.. t ''.2 '1" "2'r' `•Z: 3"::: 3 '. : 2'.:';.2': '3 '•1''.'',a.': s s 2 f9hereframin hat9s specific f0. 9d A tin oistsorrafteritesaet 1 d 2-8d ! o '';:'rs `.`�';' 2`•"'. 1::• ]. : :'..... 3G 38 54 70 % 7A 105 13f> 50 1]2 1S9 207 x28 B P 4 5 Tabutatadhrel}alnleannecttanrequirrmantsassumatel g1 f Olocking toJolst(Toa nal a ) A•]6d each Bieck 1 pool,eelltng d € 3 .: C3;' ':'A'' ' 2- t'3" '.':r4::''C 5':(';!a. 77 1 11 D utinnocasosfiatlthe Cxceedos Dnof36ft. s ace no els assumed,andlhatabulatedhaelJolnt (Too- 3 26 i A Lata t Za ...i: 1:;;:;.]•'i;,",I ;';':2 :;..^2a .'2 :::r•.'2r; to slti or To P ( i cath ois floors .•...:',.: ..:::.: '':.., ,' 64 75 GO ft2 103 124 145 91 124 ISG 189 221 (s uitfp ed by 1 Y p { When tailing lolsts ar ratter ties are located higher the attic p , { OtockMg P 3-16d �'3Gd J 3 :''•28''.''•'' :.1 S. :2'':''.2:.. 2'-.•:! 3 .2 3:':, 3 A ..4'•. 3 .". 4 r,:...5:'?:''S'. ':'•,G'' ; 12 31 47 53 m B,b d assure I od with a s ecies of ites having a s ecific ravit of O A9 orgreater. Ledger Strip to Ocean(Face-nalted) 3.1Dd par}olst " 9 B Y Tabulatedvaluesforplywoo pywo P P P 4 ssitnribeincrea:ed by thefonowingfactors: 3.Od f 32 z.,.•,T i..,.,3' i 4 Jr 3 5 G 71 ! 16 35 48 Gl 74 II7 G8 93 1111 143 1f,8 102 141 179 7.17 255 f s ons b 0.90. ; _....- ._.... ...... ...._..,,. .,...... .,._. _.._._.. .... ....._.......•,_._,._.._..... .• ..., ._._.._._-...._.. _.,_.. For plywood with other species,multi i thetabulaledmaximumroo y Joist an Ledger to Ocam(Toa-nailed) 4•ibd par Joist connection requirements Oandjolsttajofst(End•nalted} 3dGd a6 2 2 3 3' 3 4 5 5r 4 6 7 ar I 20 39 54 69 84 9B 75 .104 .133 162 191 114 158 2D2 246 290 Pf P CcIIingHetght)Top 2.1GdI 3-1Gd per foot # Roof,Ceiling A Woad structural panels shall overlap the top member of the double top plate and bottom plata by 1)1"and a srnglo• t plate to•Roaf Rldga FteeilotntConnectlen send joist tosIliorTopPfato(TO0-nalted) 24 43 59 ..76' 93 110 R3' '115 148 IBI 21M1 12S 175 , ;225 274 324 ' ,," i. Adjustment Factors ROOF SHEATF3ING l ' Minimum s0C Do ESeco, Sect) &3 Floors S 1h poor.)adge. c/JtA} 28 46' 65 03 842 y wood o structural Panels sb placed from e ........ Height(H t Building l,v t vN tyw $r!-....,103,. 1150 X27 163 700 225 137 192 2!tJ 3 -. 5 Wood structural Panels ahallovarlapthe top member oitha double top plate and bottom plate by riows of i. n. 112 z Do 8d i IDd (seaTable 3.10) t Foundation Bui di g ! 1 - • WoodStruclurnlPaneis 1 { 32 S0 71 92 1135 98 138 178 2195 148 209 270 3325 I tasten0rssballbe3i"apartwlthaminimumedgadlstanccof}4'.Eathrowshallhavanaiisatthaspecin d..tvarTnv.,___,., s.•-T T••�+ 1.50 supporting Dimension,W 1 ].5 I 2.5 3 1 1.5 2 2.5 3 1 Is 2 2.5 3 � 1/3 DtagonotOoasd5hcaddn6 ersu ort I N,nnbaro[nutts8e utrrdu'°s` 36 54 77 IOD 1105 105 149 194 7135 159 27,6 293 3235 _.` t ii 1 3 A 1.33 2.gd t2.10d P PP (ft) ,•s ,, E 1"x6"or 1"x8' 13.11d per support I,c / • 3•Bd 1' i 1 1 ] 1 1 1 i 2 2 1 1 2 2 2 •--r•••••t•*•.a•,vwtms(nTahtni 4,. a i"x10"orwldcr 1 1 1 2 2 2 3 I Z 2 2. z 2: 2 3 3 Minimum SDC Do SDCD, SDCD, 3/G € t ; 12S 120 (�` i I ' CESUNG SHEATHING I 1 xu .i''::.::''z. z. :'z:;;r.:9;; i`:: :`.1:: i : ` 3 :,:3 z.'r:'z.;'.'.;3''.:`•4 4': nd do Buildin Ta le 3.4A Rafter and or Celiin Jurist to Top Plate Lateral and3/31 1.11 ' d e 10"field Roof,CclBna & ,' ,:, �•., Fou a n g L/W L L/1N l! Exam' 1 s relocatedabovaona-thlydo coolers 7e61 r t `'.4`•�'' S`'.,5 exceed 3/4 lnchwhen rafter`e n 5d ea 2;`;•';8''11',3:.','„:A'''' 2'.:'.3.', es a ex ,d coaterx ;:'2a',?,.;; ''2'.;`;.:2,.:'' 2 .:.:3 .'.'I 3"; .:.2`+ . Su Supporting Dimension W 1 1.5 2 2.5 3 1 15 2 2.5 3 1 1,5 2 2.5 3 f Connection 1�8 Uip�Ill0nt8 Nato:laterai d cfledtan of the tarter beiaw the ratter tl m Y Gypsum Wallboard 1 Floor " ' ¢p g r 2''..:'2 '' '.j' `•4".:-':..A 3'(, A.. -,4`:~ ':5•. r3':' ',4,',.:5.:.;...'8. ,r. ., t tear ►arta WAMSHEATHING, I " -28r " oment.N ducdonorlransarauthad:o, , •• •• '•' •• •'�• ••• '••• • ' ' - •"• '" •' -•" •" - 71' the top plata•tmaoof rid o halght,Hk,orsvhen Hcis greaterthan 2 feet and may raquire additional censideratlon., I 8d lOd (see7ab1a3.i1); 32 2 3 4 41 - 3 3 A 51 3 5 G 71 7 (ft) Foundation Sill plate Connection Shear load le 1 t WaodstnlcturalPancls l 36 3 3 4 51 3 4 S Gr 4 6 7 8 P )t {PrescrlptiveAlternativetoTable3.It) Copyd hlGlAmodEcanWaodCaunct1.Doerntoadedrpr!nladpur4%y0Duani oCWNCIApro arapro t d ' i 12 S3 72 42 ]la. 131 65 90 114 13n 153 97 127 153 195 224 I o AMEstiCniOWODDCOwCtL M-- Fiberboard Panels b"Re1d Ii 1 1 2 2 z ] 2 2 2 I 2 2 2 3 3 f 16 fi0 83 106 129 152 74 149, 131 160 189 _104 144 185 225 266 structuralI3 edge/ . _.. .._... ....... ........_.....,..,,.,....._....,.......,.....,., _..,......._. ......,...-.. .,........,_. .,....-....,....,.,:.- r „ it Ca.galy.roofing nail - ..............•..-.. , I6� 1 2 2 3 3 2 2 3 3 3 2 3 3 q 5 2 93 11,0 147 173 82 115 148 102 ;_215.. ..115 153,.-...209..._255'_.„•303... ( Roaf,Ceiitn tt 700-yr.WIndSpeed 1,120 x11/x longe / ) Sa 2.. ....2.. . 3.. ,.a. ,..A ,. ,2..... 3 ..... 3.,,.,A.';;.s;- 3:',v;`.A r.'•5:':;'S;' g. 15 120 I30 140 150 367 170 1$0 ( i G3 ' 'TOA '134 154 . 194 91 128 •IGG 203 241` 128 181 234` 287 •839 '1 110 1 Roof,Cell nl& 4,., G 7' 8: I ,:24 7 ! ,- d e b"netd 2A' z a: n A 3 3' a `a' b: t' 5 3-slcand ust h &1 Floor m �.' .'r• dAiA')i G 1 $'Lt C)'l q i d 1 r r' r Co�riof' -I non n na 1 1:I g 2Ffoors G' 1' 183 225 255 199 25R '317 3.59 A •C •s 28 8D 114 140 iBZ 2U 99 14 14U D' �+ , , " = ' 2D 1.3 4"ton x3/R heed) (0.1 x / B A "'S t r t r 5', r s s t Number o ad Co man Nails or 10d box NaIis IToenalled} O 4r al l » 3,r7 I U[(S With 5d Coo1eTS 7"edge/11"field; 32 3 4 G T A 5 7 a 7 4 17 •32 87 12 iG7 199 108 154 2D1� 245 152 918 983 348 after/CeillnJaJol Wai( I GypSumWallboard 5d coolers 36 4 S 7 7' 5 6 a 91 6 9 11 171 3G 94 135 176 1945 ]17 167 218 2415 - 155 236 307 3395 I spacing (n. Height Re uiredinEach afters d/or Ceiling Joist to Top PlateConnectlonl'2 , Blocking 8d ad (sae Table 3.11) 1 3 2 Z ?. 3 Z I 2 3 3 2 3 3 4 4 r r P �'C it. Hardboard Ed I ad (see manufacturer) �. 12 85 116 147 177 208 105 143 182 220 258 149 202 256 310 363 : 1G 2 2 3 3 A 2 3 3 A 5 3 A 5 8. G Particleboard Panels - _ 9G 132 168 204 1,4U 118 163 7.08 253 7.90 367 230 293 $57 420 8 2 2 2 2 3 3 3 3 3 3 € 3 .. ..4 . ...5 ...,. 4.: �5 'G' •..G A +,5'. G� ..,. _ 12 t .. Ra01, R .. .. .. :. . ... .r. .,..: 3 3 i .. . . ., ,;, , . . .. ., .. •:.. .la"''::12 7 t ZO ..lOG, .•148....190. �231., .?-73 132•' •103 ~�-?,3r ...287• 338.. .1.85.,....259 M331 �404 _.-477 2 3 3 3 3 I 1)tegonalaoard Sheathing 1 2.lad persupport 9 7 R 8d c 3 Floor's 2a . 3,. ...A 5, .G., .l. ..4. ,s 8„ . 7....,... Roof.Gelling, " " 2 - 10 2 2 2 . q ;,`-j G''3' .S r`•1'B r .'r4, :G:''.R?': :ig 70 :''G ::: 8'•'.i'it ,;']3 -;ia'', ,24 117 ' 164' 7.11 259 306 145 204 262 320 379 205 287 869 452' 534' " - I 3.8d 3-iDd Per support ;� zit'.:.• .. .. _ .. ... &2Flaors ' i . . ... . .. 1., N $ 2 2 2 3 8 3 3 3 3 3 i"x11"orwider 1 - - - - 41 3r 4 U B 9�' S 7 9 lir 7 11 13 1Gr ! 28 17,8' 1131 233 206 31.4 359 224 . 289 354'. 401 214 315: 407 499 5ri5 16 3 3 3 3 3 4 1310blLlil at 24"•d.C. FLOonstiEATHING f 3G 5 I 9 Io - 6 D SI 12 9 12 ]G 17 - 32 139 197 255 - 172 744 316 36 - 243 aA4 445 ,4 2 2 2 3 Srafooppte,>f4 y p P 4 i 3G 150 213 277 1034 lAG 7f,4 343 3'j8s 262 373 484 5335 t 101 0 i f Woad Structural Panels 8d I lDd G"edge/12"field' G pynp d t3 f,rnrrican vJood Counc1,.Dmvnlaadnd/rinlod ucsunnt to Llrnc:•a h raomnnt.ho,o srociuUl°n ortnnsfor, aut,,orirad. !s - s s $ 3 3 3 4 5 5 5 5 5 5 " less AncEntcAN,vo000ots�Ctf z2 I22 ]Gfi 209 253 295 151 205 2S9 313 357 213 7.89 BGS 441 517 24 1a 3 3 3 4 5 3 or ]Od 1Gd G"edga/12"Wald' graate:thans" Prescriptive`Emits are based on assumptions In Table 3. 1dowa)( ' t Diagonal u on € 1G/ 137 148 240 291 342 170 233 297 3GD 424 240 329 4]8 SU8 S97 1 Prescript) S T Dl 8 i 2•SOd pets PP _.... ............ .......... ..,._.,...............__, _.,.............._....,_...,_...__. __.__.. f ori"xB" 2-sd Raof Ccllln 20. 152 211 270' 329 . 388 369 .7.62 335 408 ' 481 266 359 47Z 575 -578 ` • t 1"x11"arwidac 3-Bd ' 3-3od per support , 8 r' 2 When telling Joists are Installed parallel to rafters,the sum of the toenails in the rafter and ceiling Joistshah equal or exceed 24' IGS '234' 301 '357 '434 2Q8 290 373 455' 538 293 .409 535 542 758 i`':r R • • ' &3 Floors number r r e edge. J 28 103 •257 332 . 40fi '. ris9 227 319 411 SfJ3 559 319 4!{9 579 709 `303 nailrot{utred, M r the tabulated numb of ac 1 a t cel e a D al1ln ra utramants ora basad on wall shaathing Paled G inches on•cantar at the pane! B l� 3 vat o Hold d Wn , N B q es on•centerat the pane)edge to } :, 2 98 2RU 367 - 45 - r Inches 3 " i " ' M14s 2' ' "' s s'' s litttn n more than 2 toenails shall ba installed in e h s de of raf er or ling Joist when fastened to 2x4 • is raduced.Farexnmpte,if wall sheathing Hallett 31 Toa d be M1 347 449 S50 346 489 fi33 775 p g, . ablate higher shear capadtles,Melling raqulremeats rerstructurai members shall be debbled,or alternate connectors shall bd f ' , • 3G 214 303 393 A33s 9.0,5 37[1 487 5355 373 530 GBG 7555 to late or 3 toenails In each side when fastened to a 2x6 top plate. 2•�Gd corn�rnari obtain matotaintl,ctoadpoth, ( " P¢ " ; . Halls at 3 0 O.C. r ;' see footnotes 3-5, + • whenso m intain ilia load panuoux over connected members,the tabulated number of nails shalt na permitted tone radutad,t3 i Copyright O American WoaJ CounriL f)av+nlo0cfedtprinicd purrli n110 Urmnso AOroornent.Ha rrprOduclion nr Uansfor nuiitarired, a Where top plate-to-ridge heights exceed to,they shall be adjusted as follows: ' .• jCo 0}} ] d na ier faorirt d CDaRC{t'8 AMCrTlCAN WaaO GOUhGiI. -- .._ __.. ..... .._.........._.__. __...__ __..._-....- _...,.._....._.... ! oaacauNGIL j I jr" �r, Wall Height $' la' • - CDrner said t AM£iIGANW I - 't i 7 }' p • connecter) ti . t T Plate to Ridge t ------ _._ e a . •, - .. - -.. I o�HeiJ;ht(ft) Adjustment clot transfar'shD• i k'•_e4,. w 1 10' 1.00 1.00E W120. CODE USIi`� .G.Nf:11U40D FRAME CONSTRUC�I'IfJN MANUA[.2-0,w- EDITION USING 15' , 1 ti • .. ...- Li Iy PRESCRIPTIVE DESIGN METI{OD: :DIAMETER J r BOLT.PER TABLE' 3.2A & '3.2B.41 . �, G „ �~ CENTER SPACING INTO FOUNDATiON•1�11TH 'r x „x,14 " B.P. PLATE OVER SILL PLATE. r ' ! /+�� t�R :} t USE 'I 4 X 26 GAGE STRAPS @ EACH JOINT, SILL PLATE TO FIRST FLOOR WALL I - rr, �,�, y , ' ; r 'IT ` N CHAPTER 600,HOUSE RATIO LESS .THAN.4:'1 STRUCTURAL SHEATHING °� 's "� r . , STUDS, I- .:FLOOR WALL,STUDS TO 2 FLOOR WALL STUDS, WALT.: STUDS AND TOP• � r �+�•+� �. �� NO�'�Q; S ir1 G OR 2X4 CO' LAR TIE IN T,O'BE FULL.NGT. SECURE TO•TOP LF:I'E., ;* ��'' :.a�.L.iA� k- '� T ►TITL. i PLATE TO ROOF RAFTER.. Ai\ OVER RIDGE AT EACH RAFTER _ .- ' • _ . UPPER-THiRD OF ATTIC A I'1'6" ON CENTER, S PER � ROOF PITCH I-��f t�•�S� � 01< M X 42% GLASS OK '�.r� � t� f : ;" ' ; • , �_ • ASPHALT Shit 0L1=S'FOLLOW NAILING SCMEGUL)r R905.2.6 MIN FASTENER `I �N t 1h _ , r!•, A •,. _- -� SHINGLE, BLDG FELT, INSTALL PER R905./.7 •, • 1 • . . ABO STA Or- INTERIOR IR FOR 'I 4 VE RT ) � . __ .. . ......_.. .... , ICE SHIELD. R Q ST 2 rt R 1NAI,L - ' i^ �,.,::;� s .( E u ED _ .•41`. ,,DATA. b .� l 8 -Y C , , ' ' ' UT�� AND AUT 1�'. PO Btu C3 LE 8301.2 WIND • �Q� > ���r ( 5'�6 97'� 1®63 ICODE-•TAB Ws To MEET D.P. RATING OF MIR.40 �. • s - 4 _. _ 1 t