The URL can be used to link to this page

Home My WebLink About40103-Z ��O�OSUGF�t,�Cob Town of Southold 5/25/2018 P.O.Box 1179 a 53095 Main Rd zo'jayd� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39658 Date: 5/25/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Willow Pt Rd, Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2015 pursuant to which Building Permit No. 40103 dated 9/22/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions including sunroom with outdoor spiral stairs to rooftop deck, to an existing one family dwelling as applied for per ZBA#6689, dated 10/17/2013. The certificate is issued to Donadic,Johnny&Donadic O A Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40103 6/20/2017 PLUMBERS CERTIFICATION DATED \,A Mbv 0 A h rized ature gUfF01,t, TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE ca d . 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#: 40103 Date: 9/22/2015 Permission is hereby granted to: Donadic, Johnny & Donadic O A Trust 5 Harrison St FI 5th New York, NY 10013 To: construct additions and alterations to an existing single family dwelling as applied for , as per ZBA approval. At premises located at: 325 Willow Pt Rd, Southold SCTM # 473889 Sec/Block/Lot# 56.-5-26 Pursuant to application dated 8/28/2015 and approved by the Building Inspector. To expire on 3/23/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,164.80 CO -ADDITION TO DWELLING $50.00 ELECTRIC $225.00 Total: $1,439.80 Building Inspector Form No. 6 TOWN OF SOUT14OLD 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. - A )VSf 22 c ,M5 New Construction, Old or Pre-existing Building: -� (check one) 1� \ Location of Property: House No Street Hamlet Owner or Owners of Property- 4S, DoV10,6(C-1 Suffolk County Tax Map No 1000, Section � Block ,5 Lot 2 tp Subdivision �JI— 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- $ A lie t ig ture oF soUry®l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road cep Fax(631)765-9502 P.O.Box 1179 G �Q roper.richert(a-D-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Donadlc Address: 325 Willow Point Road city Southold st: New York zip: 11971 Budding Permit#: 40103 Section: 56 Block: 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G &S Electric License No: 578-E SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic x Garage x INVENTORY, Service 1 ph Heat GAS Duplec Recpt 40 Ceding Fixtures 39 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 19 Smoke Detectors 9 Main Panel A/C Condenser 2 Single Recpt 1 Recessed Fixtures 30 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 46 Twist Lock Exit Fixtures �] TVSS Other Equipment: 6' Multi-Outlet Strip, 3- Exhaust Fans, 1- Range Hood, 5- Paddle Fans, 4 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: June 20, 2017 0-Cert Electrical Compliance Form.xls oy�`so� so�r,�o 437TowBail 1 tmex Road ti 'relephone(631)765,180 543'Y$Maul Road P.O.Box 1179cr--' ac rax(631)'765-9502 Southold,NY 11971-0959 ` ya11 4"UNTi,�� BUILDING DEPARTUMNT �+ 1l TOWN OF SOUTHOLD �AY 2 � 2018 LD CiERTYFTC.ATXO.N.. Tc �d. � ® Date; oc a?4- building hermit No, Owner: (Please print) / Plumbrr: T- 4,lf/v .(Please print)- lead. I certify that the solder used in the water supply system contains less than 2110 of 1% (Plumbers Signature) Sworn to before me this_a k day of 20 Notary Public, `CoUnLy MELANIE V BROWN Notary Public,State of New York No.01BR4908712 Qualified in Suffolk County o� Commission Expires October 1 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-- [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 11�51 [ ] CAULKING REMARKS: DATE - INSPECTOR �A OF SOUTyOIo , le-0 - #' # y cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o�aOF SOUjyolo � J 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE > INSPECTOR r oF soaryolo C o '17 G • �� TOWN OF SOUTHOLD BUILDING.,DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH.PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ��' 1� INSPECTOR t 46 OF SOpTyo! 9 • i� couMY,�1c� TOWN OP SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] F UNDATION 2ND [, ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 1 REMARKS: orl- C/ 1 DATE �'�� INSPECTOR OF SOUlyolo UM`1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION v--[ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F 1 r DATE INSPECTOR ®� �aOE SOUTyo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION IST [ ROUGH PLEIG. ovC' [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -®•� DATE �� 3� /'� INSPECTOR ` D I © �) ho��OF SOUTyoI 0 cOUM'1,� TOWN .OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION 4 [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA LKING REMARKS: - 'K1 V DATE 1-duo INSPECTOR so coUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. ` 6, UA . y ��Vmvm� 46 c(� cto +�_C- vo 0 n(-l" , VA DATE INSPECTOR February 2, 2018 D R`^F-WE Southold Building Department MAY 2 4 2018 Do 54375 Route 25 P.O. Box 1179 Southold,N.Y. 11971 TOwN O (631) 765-1802 F SOiT HOLD To Whom It.May Concern: I,Paul Sweeney of John Sweeney and Sons used pex piping at the Donadic Residence located at 325 Willow Point Road, Southold,N.Y. 11971. No soldering was required. The Building Permit number for this project is 40103. Sincerely, Paul Sweeney X40--.e 4-- s a N/M *ry— MELANIE V BROWN Notary Public,State of New York No.01BR4908712 Qualified In Suffolk County 1 Commission Expires October 19, � 1 •� 1 1 0- w 1 11 1 1. EMA swirt t• 1 �. Apl ,T P raw or" STATE Br&R �7 I 1 !!!li�l, A jjj6 3 Via ` A ©WEv IVA111 "A / r �� r 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 WWW. northfork.net/Southold/ PERMIT NO. �'J Check Septic Form N.Y.S.D.E.C. Trustees Examined 9 ,20 Contact: Approved 20 Mail to: Jo�ayinsj'5, Dona 3t6 Disapproved a/c H � y c Phone: —11^1—✓09-8827 Expiration ,20 y / ilding Inspe or y•i. APPLICATION FOR BUIL G T Date August 6 2013 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. (Si OAre of applicant or name,if a corporation) James Laird-Suffolk Environmental P O Box 2003,Bridgehampton,NY,11932 (Mailing address.of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is Agent for the Owner Name of owner of premises Johnny Donadic (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Applicant is Agent for the Owner (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 proposed work will be done: 325 Willow Point Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 56 BlockPK - Lot 26 Subdivision Willow Point Filed Map No.4652 Lot 24 (Name) � _ r r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single Family Residential b. Intended use and occupancy single Family Residential 3. Nature of work(check which applicable):New Building Addition XX Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost$700,000 Fee $50 (To be paid on filing this,application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 85' Rear 85' ' Depth 37.7' Height 15'1" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 85' Rear 85' Depth 37.7' Height26'10" Number of Stories 2 8. Dimensions of entire new construction: Front Addition 1 22'Addition 2 24 2'Rear Addition 1 22'Addition 2 28"Depth Addition 1 37 7'Addtb 52 358' Height Number of Stories' 9. Size of lot: Front 50' Rear 116.7' Depth 342 62' 10. Date of Purchase 03/04/2011 Name of Former Owner Paula Didonato&Judy Teevan 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO XX 13. Will lot be re-graded? YES NO XX Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Johnny&Steve Donadic Address 5 Harrison street,Apt 5,New York,NY phone No. (917)509-8825 Name of Architect Jarvis Curtis Address P o Box 311,Williston Park,NY phone No(718)702-7354 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX 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 XX NO * IF YES,D.E.C. PERMITS MAY BE 7QUIRED. 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. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) James F.Laird-Suffolk Environmental Consulting,Inc being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swgrn�before me thi ff77 day 20 NotaryPublic Signature of Applicant Matthew D. Ivans Notary Public of New York No. Ol IV6053859 Qualified In Suffo!k County Commission Expires January 22, 20jq FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NO'T'ICE OF DISAPPROVAL DATE: August 14, 2013 AMENDED: August 23, 2013 TO: Suffolk Environmental Consulting (Donadic) PO Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 6, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 325 Willow Point Road, Southold, NY County Tax Map No. 1000 - Section 56 Block 6- Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a setback of+/- 39.6 feet to the existing bulkhead. In addition, the proposed construction, on this non-conforming 18,217 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124B, which states that non-conforming lots, measuring less than 20,000 square feet in total size, are allowed a maximum lot coverage of 20 percent. Total lot coverage, following the proposed construction is 22.96 orized S' nature Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 14, 2013 ';.' AMENDED: August 23, 2013 '.+„1 AMENDED: September 23, 2013 ., TO: Suffolk Environmental Consulting (Donadic) PO Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 6, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 325 Willow Point Road, Southold,NY County Tax Map No. 1000 - Section 56 Block-$S Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five(75) feet from the bulkhead.” The proposed construction,notes a setback of+/- 39.6 feet to the existing bulkhead. This Notice of Disapproval was amended on September 23, 2013 to reflect additional information removing the need for a lot coverage variance. 7 -- ---------------- I ---- -------- Authorized Signature Cc: File, ZBA i -'1 BOARD MEMBERS 0 f SU Southold Town Hall Leslie Kanes Weisman,Chairperson 0�� jy�l 53095 Main Road•P.O.Box 1179 ti p Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer CA Town Annex/First Floor,Capital One Bank George Horning • COQ 54375 Main Road(at Youngs Avenue) Ken Schneider ��'CDU Southold,NY 11971 http://southoldtown.northfork.net I EC� ONING BOARD OF APPEALS U �l TOWN OF SOUTHOLD OCT 2 ? ?`113el.(631)765-1809•Fax(631)765-9064 ' BLDG DEPT TOWN OF SOUTHDL S,DELIBERATIONS AND DETERMINATION ZBA FILE: 6689 MEETING OF OCTOBER 17,2013 NAME OF APPLICANT: Johnny Donadic PROPERTY LOCATION: 325 Willow Point Road, (adj.to a canal) Southold,NY SCTM#1000-56-05-26 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 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 September 11, 2013 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 September 22, 2013. 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 parcel is 18,217.38 square feet in an R-40 district. The parcel fronts Willow Point Road for 148.92 feet;the eastern boundary is 127.44 feet,the western boundary is 148.73 feet and the northern boundary,which is bulk-headed at a canal, for 110.04 feet. The parcel is improved with a one story frame- stone-vinyl residence, an in-ground swimming pool and floating docks with metal landing and ramps. All as shown on the survey of theparcel prepared by Elizabeth G.McQuilkin, L.S., dated January 31, 2011, last revised July 31, 2013 and August 21,2013 to add Proposed additions and Lot Coverage. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-116(B)and Article XXIII Code Section 124B and the Building Inspector's August 14,2013, amended August 23,2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling: 1)proposed construction at less than the code required bulkhead setback of 75 feet, 2)more than the maximum code permitted lot coverage of 20%. RELIEF REQUESTED: The applicant requests a variance to construct alterations and a second story addition to the existing dwelling at 39.6 feet from a bulkhead where the Code requires a minimum distance of 75 feet. i Page 2 of 3—October 17,2013 ZBA#6689—bonadic SCTMh*1000-56-5-26 ADDITIONAL INFORMATION: This parcel was granted a variance for lot coverage not to exceed 23.6% in Appeal # 4602 dated 10/8/1998. In this Appeal before us (46689), the applicant proposes additions and alterations at 22.969% of lot coverage which is less than the 23.6% granted in Appeal #4602, therefore the Board finds the request for a variance for lot coverage of 22.969% is not necessary. At the hearing,the applicant's agent submitted an aerial showing the two story dwellings in the neighborhood. Additionally, four letters of support were submitted from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3,2013, 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed two story addition is in character of this neighborhood because this neighborhood consists of a majority of two story residences. The proposed additions will not be a detriment to nearby properties because they will be within the code conforming side yard setbacks. 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 an area variance. The majority of the existing residence exists within a non- conforming bulkhead setback and any proposed second story addition to this residence will require a bulkhead setback variance. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 47%relief from the code. However,the proposed second story addition is within the existing foot print of the residence and is characteristic of this neighborhood. 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 X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing alterations and a second story addition to the existing residence at a 39.6 foot Bulkhead setback, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried,to GRANT, the variance for a 39.6 foot Bulkhead setback as applied for, and shown on the survey of the parcel prepared by Elizabeth G. McQuilkin, L.S., dated January 31, 2011, last revised July 31, 2013 and August 21, 2013 to add Proposed and Lot Coverage, and the architectural plans prepared by James Curtiss, R.A., sheets A.01 thru A.07 inclusive, dated 5.1.13. 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. v� Page 3 of 3—October 17,2013 ZBA96689—Donadic SCTM#10U0-56-5-26 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. Vote of the Board.- Ayes.- Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing // /2013 I I I I BOARD MEMBERS ®f $® Southold Town Hall Leslie ITCanes Weisman,Chairperson �� PyQ 53095 Main Road• P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning �� ® �® 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ�NTI Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS I TOWN OF SOUTHOLD D� �i, (.� C Tel.(631)765-1809 Fax(631)765-9064 MAY 2 9 2015 May 26, 2015 f3LDG DEPS Tffll,,NOF (!I;lilDlD 1 Bruce A. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932-2003 RE: Donadic#6689, request for a de minimus determination Dear Mr. Anderson: I am in receipt of your letter dated May 21, 2015 requesting a de minimis determination related to proposed changes in the above referenced ZBA decision.I have reviewed your architectural drawings dated 5.20.15, submitted to our office with the original architectural drawings dated 5.1.2013 that you submitted with the Donadic application for variance relief. Since your proposed changes comply with the relief granted in ZBA decision#6689, and do not create any additional non-conformance to the code, I have determined that your current proposal is de minimis in nature.Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Sipqerely, �!�C12 �eisman Leslie Kanes Chairperson/Dept. Head Cc: Mike Verity, Southold Town Building Dept. tt-A. ssell ,��°Su ��G STOR.I��I WA\T]ER tRottPOY7OLD t$UPERV,11 MANAGEMENT LD TOWN HALL- 1 630 1971 O� � Town of Southold 1 5 � ut DG DEPT —C4i0 '{( ORMWATER MANAGEMENT WORK SHEET LL —^i uG' PEN ( TO BE COMPLETED BY THE APPLICANT ) T 1.1, "', )'I ! DOES =S ]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. ❑El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[,U 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. ®0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) #: \ District NAME JO�InI/1 �O� Cc.. Ca�S' OZ,6 ?L21116 iR nti Section Block Lot G� n **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information- � Reviewed By: — — — — — — — — — — — — — — — — — Property Address/Location of Construction Work: — — — — — — — Date: — — — — — — — 32-5 WiLLoW pa I�'C yQ�® ® Approved for processing Building Permit. c Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Scott A. Russell s° k S �0�][�I��l[��VA\TlEIR, '7C' SUPERVISOR z MA NA\(G IEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' T 53095 Main Road-SOUTHOLD,NEW YORK 11971 � �, Town of Southold CHAPTER 236 - ' STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ►APR _� 1��7�51__—_==T-_-=�-T-�---=_=_�.____-_�--------- -- - ------.�_-------�--�_------��_--�_�:�;, n ( DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: i (CHECK ALL THAT APPLY) Yes No ❑� A. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. ) ❑K B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ! E]10 C. Site preparation on slopes which exceed 10 feet vertical rise to I 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 f loodplain as depicted j 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 j 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 witgyour Building Permit Application. APPLICANT. (Property Owner,Design Profess}onal,Agent,Contractor,Other) S.C.T.M. 1000 Date. A. II District -el NAME: J"CA A t_,MrAVJ J6 S ?_G -el—W-1 �.�n Section Block Lot °mo '" � *FOR BUILDING DEPARTMENT USE ONLY Contact Information 631- 5737-V/60 rr�rn�v�a � - - - - - - - - - - - - - - - - f Reviewed By: 1� I Date: Property Address/Location of Construction Work: i — — — — — — — — — — — — — 3 2 T W. kg Vw �� sD ( ❑ Approved for processing Building Permit. k� Stormwater Management t Control Plan Not Required. r! is0%3T10 4-0 �f ❑ Stormwater Management Control Plan is Required. } �! (Forward to Engineering Department for Review.) j FORM SMCP-TOS MAY 2014 Llolo APPLICANT: S.C.T.M. - 1000 S„ C13[APTER 236 (Property Owner,Design Professional,Agent,Contractor,other) —s,— 9 �1' — Stormwater ManageMent-Control-Playa CHECK LIST NAME a Section Block Lot to SM C P -Plan Requirements: Provide ONE copy of the Building Permit Application c The applicant must provide a Complete Explanation and/or Reason for not proved g Date;. �Z, o �_�� f, `A� all Information that has been Required by the following Checklist! S,�naturc • T�N� ^'7'^' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to anv Item, Please Provide Justification Here! show all of the following items: If_you need additional room for explanations, Please Provide additional Paper. a. Location&-Description of'Property Boundaries 00 b. Tota,l.Site Acreage. ® .SBe et V C,-4 ' + Z17.1 ^ c. Existing-Natural &Man Made Features within 500 L.F. �® `,a, *�,,. C of the-Site Boundary as required by 9236-1702), Qv V v d. TestHole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits,of Clearing & Area of Proposed Land Disturbance. 0[� f. Existing•&Proposed Contours of the Site (minimum 2 Interval) 0 YW -t& g. Location of all existing.& proposed structures, roads, 00 driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing,& �© c>5-ed- viuvr proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 ool- C-AIST5 J. Location of proposed Soil Stockpile Area(s). 3d leUC A6� k. Location-of proposed Construction Entrance/StagingArea(s). [� q,-t�1, !� s� @Sjf, f 1. Location of proposed concrete washout area(s). 4 s iALe-Ad,V M. Location of all proposed erosion&sediment control measures, 0 2. Stormwater Management Control Plan must include Calculations showing EROSIC)N & WEN that the stormwater improvements are sized to capture,store,and infiltrate DRAINAGE ED on-site the run-off from all impervious surfaces generated by a two(2')inchRD` o• C ontact T()-'; Fngineering at 765 1560 before rainfall/storm event. -well-maintaliConstruction Entrance, Ware BipacKed tion 3. Details,&Sectional Drawings for stoi mwatei practices are required for approval. nCing, stabilization& Items requiring details,shall include,but not be limited to: 5 exposedand/or inactive soils. Code a. Erosion&Sediment Controls. x 110 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures-(e. .infiltration basins,swales,etc.) " FOR-ENGINEERI G EPAR U E NLY `° Additional hif ormation is Required. Reviewed& I ® StormNvater Management Control Plan is Not Complete. I _ _ _ _ _ _ _ _ _ _ _ _ i Approved By: - - - - - - - - - - Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department.; Date------_---_ ------------------_.---- --_— .-_________.._--- I - -_.___-_-- ------------- --------_---._.----- --- FORM I SWCP Check List-TOS MAY 2014 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF EROSION&SEDIMENT CONTROLS SECTION 7209 OF THE NEW YORK STATE EDUCATION LAY.COPIES OF THIS SURVEY CANAL MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT Shall include but not be limited to: CONSIDERED TO BE A TRUE VALID COPY.DISTANCES POSE FROM PROPERTY LINES to TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT (UNDERWATER LAND INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES. A well maintained Construction Entrance, SURVEYISPERPARED ANDON INDICTED EREON SHALL ON HIS BEHALF,, TOUN NLY THETO THE COMPANY ORON FOR WHOM THE AGENCIES LISTED f ff Wire Sacked Silt Fencing,stabilization& HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS S 88026920's O ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT Off VERS 110.04 gHHD edirig of exposed and/or inactive-soils. CERTIFIED T0: WOOD BULKHEAD 0�2N I aN 08N HlUfD � WALKWAY WOOD DOCK M RAMPS LANDING WOOD DOCK o� yI��PO JOHNNY.S: DONADIC & STEVE DONADIC 2.95 20.0:s O—Ci 10 O=2 6--4 O=a° I9.&6 o— MADISON AVENUE ABSTRACTS, INC. CID (TITLE No: MAA 149605) O I M W aIt�GE 1NSPEC710N5 ARE REQUIRED COMMONWEALTH LAND TITLE INSURANCE CO. 23 � 488 z4 �o " Contact TOS Engineering at 765-1560 before •� 10 OUND PROPOSED Backfill,OR Provide Engineer's Certification PROPERTY INFORMATION: LOT COVERAGE CALCULATION: z ; s�MM 4IN N�POOL �N o 2nd STO®N W that the drainage has been installed to Code TE PATIO o ADDITI I6.0 AREA: 18,217.38 Sq.Ft. = 0.4182 ACRES EXISTING. EXISTING S 3s 7 'a 1 s.4 � z DRA WING INFORMATION: • HOUSE: 3,588.69 Sq.Ft. x I PROPOSED 28+ a APPROVAL OF STORMWATER A AGEMEN •POOL: 489.84 Sq.Ft. asST a suNRo M x TOTAL: 4,078.53 Sq.Ft. �, / / 4 CONTRO-��T Cod h p r 36 SCALE: 1"=30' EXISTING COVERAGE = 22.388% 22.0 zz° ��/;5'i// eET im ate: Z7 1(. DRAWN BY. R.K.H. SED ROOF ENJO CRY, �� PPrOV I by. FILE No.: Q029-11 PRO IS D ROO 1 STORY, � >z DATE: JANUARY 31, 2011 PROPOSED: EX STONE" i/ ' E- GE cT w REVISED: APRIL 19, 2012 • HOUSE: 3,694.59 Sq.Ft. PROPOSED F ////RESIDEFNCE Tiorts GA •POOL: 489.84 Sq.Ft. pR STORY �' WITH INTEL°Rg25/� �/, zaz c ADD PROPOSED (ONLY): JULY 31, 2013 d �, //ND: // / o E,DD LOT COVERAGE (ONLY): AUGUST 2f, 2013 • TOTAL: 4,184.43 Sq.Ft. 2n ON EXISTING PROPOSED COVERAGE = 22.969% ADDITI /6s=o - c l _ ppVER W 129.7 WpLx�pY °cc pRopors D E r- 1 STOCKADE STING LISA McQUILKIN ENTRY F r. A cC FENCE ETT R O&m VED $3 92�3 50 O BF EXISTING EXISTING + LAND SURVEYING 1 BRICK GRAVEL DRIVEWAY—� f 1 f 274 EAST MAIN STREET w ,ISLIP EAST DRAINAGE o s� MY 11730 EASEMENT °3 rt��► p TEL: 631-277-3605 . ooh 1 WIDTH UNKNOWN I' 0„ i ,gg.08 ��O�G,M Q j FAX. 631-277-3906 205.00 L �. IFS, R.298.79 �-1�'��° � � � - - y 49.84 SURVEY OF LOT 24, S '87015'10 49.8 AS SHOWN ON MAP OF SUBDIVISION OF ROAD t, ti WILLOW POINT T _ WILLOW PO-I DE) -e N®05d�yJ4- FILED: UTE M, 1966 TOWN OF AP No: 052 NOTE: (60ft- - ��CE®L� o SUFFOLK COUNTY, NEW YORK •DUE TO SNOW/ICE GROUND COVER ON THIS DATE, SOME LOW OR FLUSH SCTM: 1000-056.00-05.00-026.000 STRUCTURES MAY NOT BE LOCATABLE THUS MAY NOT BE SHOWN. 325 WILLOW POINT ROAD, SOUTHOLD pF SO�lyol 0 Town Hall Annex l [ J [ Telephone(631)765-1802 54375 Main Road N m�ax(631)765-g95Q2 P.O.Box 1176 Gt @ roger.rlchert(Clltown.southola.ny us Southold,NY 11971-0959 Irou�rt,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: Ggf S Aal,�C 24 Name: License No.: Address: .�00 . /o / Phone No.: ,x'46 � S-6 r� JOBSITE INFORMATION: (*Indicates required information) *Name; DO � *Address: 11:i,o.,nl-7— �q *Cross Street: .94 V - *Phone No.: j/ Permit No.: qO 10 3 Tax-Map District: 1000 Section:. S.(, Block: S Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Alt That Apply) Is job ready for inspection: ES / NO ough in Final *Do you need a Temp Certificate: YES< Temp Information (If needed) 'Service Size: 1 Phase Whase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Cha DD 4dditional Information: PAYMENT DUE WITH A ID1Q� AN - 7 2416 BIIILDING DEPT. 82-Request for Inspection Form �� (_Y TOWN OF$001 TOLD �yXZ�� - -7- /) �QSU�FOLx�o Town Hall Annex �� ;, G� Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P.O. Box 1179 cn Southold, NY 11971-0959 i BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPh CONSTRUCTION, PRE-ENGINEERED Vi/OOD CONSTRUCTION A4010R TIMBER CONSTRUCTION Date: l � C ;, .s :•A. .0 Lia.• 3e Owner: V-\ v o j, Location of Property: �.� C�L % ©tom Please take notice that the (chedk ap'p�kq�bl�line): k ' New residential,structure : ' :�t;:<•X . • �`" R X Addition to existing"residential structure Rehabilitation to:an<existing.residential structure y to be constructed or erfot�ned a#the t ti ect''rb �� ,ref ren'ce above will taltilize P 1 ;P (check applicable line): Truss type constrc.ict(ora. Trt - Pre-engineered wood.;constntctiari3 P'�W- r Timber construction (TC)} in the following locations) (check applicable line): R Floor framing, includingiglyders;and=t 0ans(F) Roof fr8ri3ing (R)' Floor and roof framing (FR) Signature: Name (person sa5mltt:r: thisuArrd�V\1/1 J O VI t , Capacity(check applicable line): Owner- Owner representative TrussResReg15.docx Effective 1/1/2015 Hand Delivered August 14, 2013 Michael Verity Southold Building Department P.O. Box 1179 Southold, NY, 11971 Re: DONADIC Property Situate: 325 Willow Point Road, Southold,NY SCTM#: 1000-056 -06-26 Dear Mr.Verity This firm represents Mr.Johnny Donadic,who is seeking to construct a second story addition on his above referenced property. Accordingly we request a Letter of Disapproval from your department advising us the required regulatory perniits necessary to undergo the proposed improvements. For your review I have enclosed lie following: • A Town of Southold Building Permit Application for the above referenced property; • A copy of the Survey of the above referenced property, prepared by Lis, McQuilkin LS., last dated April 19, 2012, showing die existing conditions on lfie subject property • A copy of the Site Plan for die above referenced property,prepared by. an,7s Curtis, last dated May 1, 2013. • A Check for$50 made payable to die'Town of Southold to cover die requisite application fee We look forward to your regulatory appraisal of tie subject property. If you have any questions or concerns regarding the above application, please do not hesitate to contact this office. Sincerely, James F. Laird f1 U cc.J. Donadic pUG 1 2013 61-oF'p�1NOLD TO�� 96A A&_l W eX, 9SECT PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 - FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 26 August 2015 Reference: 325 Willow Point Road Building Inspector ----_ Town of Southold Main Road, Southold, NY 11971 �l � AUG 2 8 2015 BLDG DEP Dear Sir, inspected the existing subsurface sanitary system for the Donadic residence at 325 Willow Point Road, in Southold. The system consists of: (1) 1000 gallon precast concrete septic tank (2) 8 foot diameter by 4 foot deep precast concrete leaching pools I certify to the best of my knowledge and experiance that this system meets the Suffolk County Health Department requirements for a 4-bedroom residence. �'�•0528®Q� Dmale sanitary data BOARD CERTIFIED IN STRUCTURAL ENGINEERING CURTISS A.D. P.O.BOX 311 Williston Park New York 11596 516.280.2140 April 21st',2016 To: Mr.Michael Verity, D Chief Building Inspector D Southold Town Building Department S3095 Main Road' APR 2 2 2016 Southold,New York 11971 Re:Donadic Residence BUILDING DEPT. . 325 Willow Point Road TOWN OF SOMOLD Southold, N.Y. 11971 Dear Mr. Michael Verity, It has come to my attention that a site visit was recently performed by the Board of Trustees. I understand the•Board of Trustees may have some questions regarding the consistency with what was filed and approved to what is bulli In the field. Based on site observation I performed recently,and to the best of my knowledge, the work done in the field is consistent,and within the allowable percentage of area to be maintained as per the A-100.00 drawing submitted to the Zoning Board of Appeals on May 20th,2015. This drawing was approved by the ZBA in a letter on May 26th,2015(Donadic#6689, request for a de minimus determination)and as part of the building permit filing set dated August 28th 2015. I ' On November 13,2013, a Resolution/Issuance,Permit No.8327A was issued for an application that featured full Building plans,A-01 through A-07,which included a second story addition on two sides the building as well as the firsffloor alteration.The site plan,A-01 dated May 1st 2013,was stamped approved by the Board of Town Trustees. it was ruled, by the Trustees,that work within the footprint of the building was beyond their jurisdiction and the extent of their approval happens outside of the building footprint. Please feel free to reach me with any questions you have. I will be happy to assist. Sincerely, ames Curtiss, R.A. Page 1 of 1 v.� 325 Willow Point Rd .;� ,f _ 2616G\ge GoOQIC 00 r earthnnete rs#== 80 N t gG`03 , t a ^ r t 7 0 i i - _ N t' r � __' �""-•�-..� - �S:' Imo. _ r �, .-Y .-•r^ ��,,.. "'-� Vii' j { w e C . r i , '`fie, y� i�� y �_ p ��, \a � 1 �' ih, ��4,`Ai � 4'Y ,y t r ijipr� `� %�@� `i "— -'� ^ ..,. _ y. �� '�+,. �`�"'+b i ", n ry.ger+� � - — �r�.��'#�- x -.-, t N � ,. 4r.' \.7. �/''//f" , �4 a ��_ J Y �,� ..,..�rv....�` �.....^^..r•. wa.. i .: i �� i _:. n. ;�� % '• \ 3 Allow.- C t:' 40 .S- .r. 4. } r. t ; { Y { c w { E Y r i 1 JE { i f S ' e 3 ai► b A ave' �"3 Yf 1+ 7 j t to T . tit 4010 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF CANAL EROSION&SEDIi�flE(dT CONTROLS SECTION o°BE RING THE LAND SURVEYORS INKED OR EMBOSSED S&LORK STATE EDUCATION LAY.COPIES OF HIS SURVEY ARE NOT Shall Include but not be limited to: CONSIDERED TO BE A TRUE VALID COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE.AND ARE NOT (UNDER NATER LAND INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES- (UNDERWATER well maintained Construction Entrance, CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PERPARED AND ON HIS BEHALF, TO THE COMPANY OR AGENCIES LISTED [+ q Wire Backed Slit Fencing,stabilization& HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS S 8��2V,Cr 0 1f E ARE NOT TRANSPERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OVERS , 110.04 BKHD eding of exposed and/or inactive-soils. CERTIFIED TO: WOOD BULXHEAD p 2N I l.4N 0 BN BKHD N. GRAVEL FLOATING METAL METAL FLOATING r �0°�FP� JOHNNY S. DONADIC & STEVE DONADIC 2.95 WALKWAy WOOD DOCK RAMPS LANDING WOOD DOCK o� JVI M 20-0x6 0—�10 0x2 6-4 Oxo 0 19 5x6 0— , MADISON AVENUE ABSTRACTS, INC. M "2 (TITLE No: MAA 149605) 1DRJ6GE INSPECTIONS ARE REQUIRED zs CO48.8z4 qa c 'Contact TOS Engineering at 765-1560 before COMMONWEALTH LANDTITLEINSURANCE CO. ' - 12.8 IN ®UND OL OPOSED Backfill,OR Provide Engineer's Certification PROPERTY INFORMATION: GR N w MING PO PF.OP( that the drainage has been installed to Code LOT COVERAGE CALCULATION: SWIM) 4yis 6 E PATIO 0 2 EDITION 6 •0 AREA: 18,217.38 Sq.Ft. = 0.4182 ACRES EXISTING: a 16I¢ E STING SLAT 367 �� 3R I 1 DRAWING INFORMATION: •HOUSE: 3,588.69 Sq.Ft. �vROPOSED �, APPROVAL OF STORMWATER A AGEMENPOOL: 489.84 Sq.Ft. q sTs gUNRING x 0°� / z CQNTROL LA -T Cod h p r 3b SCALE: 1"=30' • TOTAL: 4,078.53 Sq.Ft. t I - 357 , i/ 1 22.0 220 -* 3 �// MENT �= ate: L7 1G PRAWN BY R.K.H. EXISTING COVERAGE = 22.388% / I (PRppOSED 11- ENLARGE$'full pproved by: FILE No.: Q029-11 1 EgI5TIN E VINYL m DATE: JANUARY 31, 2011 PROPOSED: a G E_STON - •HOUSE: 3 694.59 Sq.Ft FRAM NCEi/ GARAGE GT. w DEVISED: APRIL 19, 2012 r q 0 ,OSED /�RESID�yTgR�ATIONS Z 2/i Ig,8 ADD PROPOSED (ONLY): JULY 31, 2013 POOL: 489.84 Sg.Ft. PR , TOgY Wig INTE No; 325 . //„ O , • TOTAL: 4,184.43 Sq.Ft. 2n ONS % /i j// /^ c ADD LOT COVERAGE (ONLY): AUGUST 21, 2013 PROPOSED COVERAGE = 22.969% A TI (//6c0A gXISTING C 61 PAVER Y pgUY FSE WALK zo • CKADE r- A p NCE E EgIOREVrALL EN3R92�35U Lf] LISA McQUILKIN EB TO BE EIUSTING + LAND SURVEYING EXISTING DRICK WAL AY GRAVEL DRIVEWAy- w c I °�. 274 EAST MAIN STREET o DRAINAGE o 66 EAST ISLIP, N.Y. 11730 x EASEMENT ° ��W p TEL: 631-277-3605 OO I WIDTH UNXNOWN G. FAX: 631-277-39,06 205.00 Cb' R_298•79 x.19° y SURVEY OF LOT 24, 49.84 AS SHOWN ON MAP OF SUBDIVISION OF S 87015'10 99 7°15'10" W RPA : WILLOW POINT LL��' POINT p6® ,�, WI -�rDE) E oda � J�" FILED: JUNE 16, 1966 - MAP No: 4652 NOTE: (60ft• r F�,S�®�ayo`' AT SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK •DUE TD SNOW1ICE GROUND COVER ON THIS DATE, SOME LOW OR FLUSH SCTM: 1000-056.00-05.00-026.000 STRUCTURES MAY NOT BE LOCATABLE THUS MAY NOT BE SHOWN. 325 WILLOW POINT ROAD, SOUTHOLD V ■ aJ ry V V I L Liv V V yyy I I I v L.v , I V . I . 6 " � 5 ABBREVIATIONS SITE PLAN IS BASED ON SURVEY PREPARED BY x PERCENT LISA MCQUILKEN LAND SURVEYOR & AND FA FIRE ALARM 0 C.OR o c ON CENTER S882620"F CANAL 9 AT FA.R FLOOR AREA RATIO 0D OUTSIDE DIAMETER DATED APRIL 19 2012 OF " / POUND OR NUMBER FD FLOOR DRAIN DIN OR PIN C(5)OVHD OVERHEAD OPENING(S) , BXISTfNG K,pDOBU FON FOUNDATION 4 ANGLE FE FIRE EXIT OPP OPPOSITE LOT 24, SUBDIVISION MAP OF WILLOW POINT ACT ACOUSTICAL CEILING TILE FE.0 FIRE EXTINGUISHER CABINET OWSJ OPEN WEB STEEL JOIST cc ADD'L ADDITIONAL FBO FURNISHED BY OTHERS Oz OUNCE FILE NO.4652 FILED JUNE 16 1966 ;Tuj ADJ ADJACENT OR ADJUSTABLE FF FINISH FLOOR PERF PERFORATED ' 110. ,1A AFF ABOVE FINISHED FLOOR FFD FUNNEL FLOOR DRAIN PL PLASTER 0 04 ,pAO� U ALT ALTERATION OR ALTERNATE PLAN PLASTIC(AMINATE FII FIRE HYDRANT S.C. TAX No. 1000-56-05-26 ,Sty 7 I ��8J0 fHC FIRE HOSE CABINET ALUM ALUMINUM PLYWD PLYWOOD 0 H ANOD ANODIZE FIN FINISH POL POLISHED 8 2 Q O APPROX APPROXIMATE FAF FIXTURE POLY POLYETHYLENE OR POLYURETHANE m U) ARCH ARCHITECTURAL FL FLOOR PR POWDER ROOM FLUOR FLUORESCENT EXIST IN GROUND ASTM AMERICAN SOCIETY FOR TEST MATERIALS PR PAIR A-Y AUDIO-VISUAL TO FINISHED OPENING SWIMMING POOL _ m p FOR FACE OF BRICK PREFAB PREFABRICATED DRAWING LIST: LLu PREF PREFERRED AVG AVERAGE FDIC FURNISHED BY OWNER, PSF POUNDS PER SQUARE FOOT TITLE SHEET I SITE PLAN MINING INFO A01 0/ O BD BOARD INSTALLED BY CONTRACTOR PSI POUNDS PER SQUARE INCH PROPOSED EJOERIOR EXISTING SLATE PATIO - LL EXISTING FLOOR PLAN&ELEVATIONS A 02 SPIRALSTAIR m J BET BETWEEN FP FIREPROOFING PT PAINT PROPOSED FIRST FLOOR PLAN A03 ' //, 35 7' I L u _ BLDG BUILDING FR FIRE RATED OR FIRE RATING PTD PAINTED o /�c Q BLK BLOCK PROPOSED SECOND FLOOR PLAN A 04 a H T >- Fi FOOT OR FEET PART PARTITION f_E.YI,g7� oo BLK'G BLOCKING FTG FOOTING PVC POLYVINYL CHLORIDE PROPOSED ELEVATIONS A 05 EXIST.SUNROOM EXIST 16 Y L=L Z BLKD BULKHEAD FURR FURRING PROPOSED ELEVATIONS A06 /�' 220'/ - o - !'�281' � I— Y BM BEAM FUL FUTURE OL QUARRY TILE ��// E.G. BOTTOM OF OTY QUALITY AREA ELEVATION STUDY A 07 i/ / 357'/ / ;/%/ > L n B/5 BOTH SIDES GA OR p GAUGE R RISER - / BSMT BASEMENT CALV CALVINIZEO R RADIUS / /� �f / �// / // PROPOSED SECOND �/ 1 O Q PROPOSED SECOND / i `��/�// /�// FLOORADORION LL V a F CENTERLINE G W,B OR GYP BD GYPSUM BOARD RB RESILIENT BASE FLOOR ADDITION CAB CABINET GC GENERAL CONTRACTOR RD ROOF DRAIN " ,'/ ——————— Z CAP. CAPACITY of GROUND FAULT INTERRUPTER RE REFER TO /i ,' / �_ O / 11tt �/ / PROPOSED cJ CONTROL JOINT GL GLSS REBAR REINFORCING BAR / ///////VI R IUt / , _ F- / / ' / / . /'j '� ROOF ENLARGEMENT U) GP GYPSUM-PACIFIC REC'MD RECOMMENDED - j j j / /� '/ % CL cLosEi ��Nl=p`7 %� /'� // '%////% EXIST 18 6' J CLC CEILING GYP GYPSUM REF REFERENCE OR REFRIGERATOR CLK'G CAULKING H B HOSE BIB CLR CLEAR SHT SHEET LEGEND: R- C .242 HC HOLLOW CORE 1 CNU CONCRETE MASONRY UNIT SIM SIMILAR � H/C HANDICAPPED C 0 CLEAN UT SPEC SPECIFICATION - S HOWD HARDWOOD +--L COL COLUMN SPR SPRINKLER C—————J CONSTRUCTION TO BE REMOVED O EXISTING EXTERIOR WALLS HDWR HARDWARE EXISTING TO BE REMOVED rl CONE CONCRETE 50 OR � SQUARE � } Ell CONST CONSTRUCTION HM SS STAINLESS STEEL I EXISTING CONSTRUCTION TO REMAIN fn N WALKWAY PROPOSED ENTRY FRAME M NORZ. HORIZONTAL �] O CONT CONTINUOUS HR HOUR ST STONE O NZ ,:� �n X CP CONTROL PANEL HSS PR40.4 ft( S AND FRAMES) STD STANDARD Cp a EXIST GRAVEL DRIVEWAY rn O CPT CARPET NGT HEIGHT STL STEEL 0 PROPOSED CONSTRUCTION 0 ^ c CT CERAMIC TILEN X �h HVAC HEATING,VENTILATION AND STOR. STORAGE O w O EXIST GRAVEL CTR CENTER STRUCT STRUCTURAL ALIGN N O a N Q AIR CONDITIONING DENOTES ALIGNMENT OF (� O DRIVEWAY '�1 CF CUBIC FEET III��III Z CY CUBIC YARDS HWH HOT WATER HEATER SUSP SUSPENDED i i INDICATED SURFACES // a a SV SHEET VINYL 1 1 —1 `20s, • D CLOTHES DRYER IN INCH T TREAD 7 SECTION REFERENCE NUMBER `l DOG DENSGLASS GOLD FIREGUARD INCL INCLUDED OR INCLUDING 1BO TO BE DETERMINED DRAWING REFERENCE NUMBER 5+U p�" DEC. DEGREE INSUL INSULATED OR INSULATION TEL TELEPHONE 15' TAY, DENO DEMOLITION INT INTERIOR TEMP TEMPERATURE OR TEMPORARY J 49.84' — DF DRINKING FOUNTAIN RRAllO DIAD DIAGONAL DANT JANITORTER E&G TONGUE&GROOVEI INDCATES ELEVATION NUMBER R=298.79' DIA 0 DIAMETER JT JOINT THK THICK IND CATES SHEET NUMBER DIFF DIFFERENCE OR DIFFERENTIAL L LINEN TO TOP OF L=99.08 DIM DIMENSION OR DINNER(LIGHTING) LAB LABORATORY TOC TOP OF CONCRETE WILLOW POINT ROAD ON DOWN LAW LAMINATE DR DOOR FOS TOP OF STEEL IAV LAVATORYTYP TYPICAL INDICATES PHOTO PLAN OR DISHWASHER OR DRYWELL DETAIL Le(s) POUND(S) I SITE&PHOTO PLAN DW 5 DRAWING 5 LIN LINEAR OR LINEAL UL UNDERWRITER'S LABORATORIES INC y �) () LT LIGHT SCALE Y„ ,a-0 UON UNLESS OTHERWISE NOTED DETAIL REFERENCE 2 E EAST LP LEACHING POOL USG UNITED STATES GYPSUM CORP n '1 DRAWING REFERENCE NUMBER EA EACH WAS MASONRY U� INDICATES AREA OF DETAR EIFS EXTERIOR INSULATION&FINISH SYSTEM VB VAPOR BARRIER MUM EJ EXPANSION JOINT yE H MECHANICAL VCT VINYL COMPOSTION TILT ��_ ,�. EL ELEVATION VERs VERTICAL INDICATES NEW DOOR -4: WED MEDIUM I 'D$S' g- ELEC ELECTRIC OR ELECTRICAL VEST VESTIBULE I -�-10 ; / f] y ) rq SCOPE OF WORK REVISIONS�y EMER EMERGENCY YER MEZZANINE VIF VERIFY IN FIELD ° - ". - UDF MEDIUM DENSITY FIBERBOARD - F' „ - p r, !�, �-! SECOND STORY ADDITION TO AN EXISTING 1-STORY HOUSE AS NOTED ENCL ENCLOSURE VOL VOLUME ung BREAK MARK T t" , .,.- _-""-'L eJ� EP ELECTRIC PANEL uio uaNUFActuRED VTR VENT TO ROOF r I_s{ems. - ..J`�-' � �` NO CHANGE TO EXISTING MAIN FOOTPRINT ——————— FLEW ELEVATOR MFG MANUFACTURING VWC VINYL WALL COVERING - i.}; 's{ J1 •r ¢�� (,;5, FIRST FLOOR SCOPE INTERIOR ALTERATION,SPIRAL STAIR IN REAR,FRONT ENTRY FRAME SCALE ENG ENGINEER UFR MANUFACTURER I - 9Aidd pQ-' ---L.�;,r. ,� _ _ _ SECOND FLOOR SCOPE PROPOSED ADDITIONS AND ROOF ENLARGEMENT JC 4H MANHOLE W CLOTHES WASHER OR WEST EPDN ETHYLENE PROPYLENE DIENE MONOMER(SYNTHETIC RUBBER) WILL MILLWORK W/ WITH •,I ;,.»�. 'Bb t tom' `Lb }I• Kit ZONING INFORMATION DRAWN ( We WATER CLOSET OR WALLCOVERING ��'�' �—,`, ,._ f r j (NON-CONFORMING LOT LESS THAN 20,000) } MIN MINIMUM ! J- P.� EPT EPDXY PAINT WD WOOD l - - s� / 'b ``� --I � — — — — — — — -- 5.1.13 YISC MISCELLANEOUS (/ +{,` / ED EQUAL um MILLIMETER W/D STACKED WASHERTORTES ;" `9;, f Jj ZONE RAO ALLOWED EXISTING PROPOSED �TOTAL(SF) ——————— EQUIP. EQUIPMENT WOW WINDOW ( _ /� 't $s ) — — — — — — — — }— — DATE No MASONRY OPENING ' 1 �" �s% j LOT COVERAGE I `_=� EST ESTIMATED NTL METAL WIC WALK-IN CLOSET b suaiECT l E W C ELECTRIC WATER COOLER NDFD MODIFIED W/0 WITHOUt - ' ' �� PROPERTY REQUIRED LOT SIZE 40,000 18,217 38 - I - it 010 �', f — EXIST EXISTING N NORTH WP WATERPROOFING OR WALLPAPER ' ag( ' Po'•s�' „+.--•_' A^L — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ JOB NUMBER EXP EXPOSED MAT NATURAL WR WATER RESISTANT - L ( NO CHANGE TO EXISTING FIRST FLOOR AREA 20%(3,643,4) 3,581 9 I - EXP.Ji. EXPANSION JOINT NOL NO DOLLAR LIMIT WF WEIGHT ` - EXT EXTERIOR NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC c^ A ( I L s' :'�bME,0� -- — — — — — — — — — — — — — — Z N0.OR No. NUMBER WINN WOVEN WIRE MESH ( 6a - ` NON NOMINAL _ _ _ _ _ _ _ _ _ _ _ _ _ z L~ N TS NOT TO SCALE YR YEAR '<'J{A _ i^�i i _ — -- I— �_ I b; us f ;w. - SETBACKS(MIN REQUIREMENT) ALLOWED EXISTING PROPOSED Q h..-S -' — — — — — — Q I FRONT YARD 35 0' 47 4' 46 31'TO ENTRY --( I REAR 35 0' 39 6'TO f1 MIN SIDE YARD -FIRST 10 0' 16 0' BULKHEAD- O O SECOND I50 22 0' LL AGGREGATE SIDE YARD 25 0' 38 0' W O Z SYMSOLS. LU A PI OPCSRDUAE y/ v sI.ECTPROPERTY MACHINERY ACCESS ROUTE Lu FW-- z C t9 Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President Hand Delivered May 21, 2015 Ms. Leslie Weisman, Chairperson (0 97 Southold Town Zoning Board of Appeals P.O. Box 1179 Southold, NY, 11971 MAY 22 2015 Re: DONADlC Property Situate: 325 Willow Point Road, Southold, NY BOARD OF APPEALS SCTM#: 1000-56-5-26 Dear Chairperson Weisman, On October 17, 2013, your Board granted a variance authorizing the redevelopment of an existing dwelling 39.6 feet from an existing bulkhead and as per survey of parcel prepared by Elizabeth G. McQuilkin, L.S, dated January 31, 2011 last revised August 21, 2013 and the architectural plans prepared by James Curtiss, R. A., Sheets A .01 through A.07 inclusive dated May 1, 2013. In plain English, the variance authorized the renovation of the dwelling including the construction of second-floor additions over the eastern and western portions of the building and the raising of roof section in the central-portion of.: i A06 //C `I �I a + _ EXISTVIG FOOTPRIN[NO ENCROACHMENT TOWARDS CHIN X I EASTINGFOOTPRVIT - imnNGFOOTPRPIF E%ISTINGFODTPRINT --__---- __-- - Q L Li L, PIT POSEDOUTDOOR - -- --- - SPIRALSTAIRTO O Ln E SEOONDFLOOR -- C w L O V SUNROOM ZU Z _ i5 EXISTING NEW DOOR IN M1IODIFIEDOPETANG Lu T" r I (� CONSTRUCTION TYP I NNEWWWDOVIIN O I NI WINDOW VJ M6=1 2 "�-FIED IN'ENIN� yDIFIC p- `^ M In LINCOFWINDOWSADOVElMXDTOFTAUSS ,./ ` �-==_� — — — —— — BATH /,/ /jii LL o >- L tf U ---- W y - na o $w / BEDROOMDes Q a co . / I // 22 Ln j , I // /�j j, / �, g m N o O !EtF . r. M1=388 / _ j; DINING ROOM ,, a M (n I- I O ------N H Ln PROPOSED CONSTRUCTION,IYP I I I FED KITCHEN dIu I LA N RY 2 ✓ I _ j FIREPIACE ' r- 6� / / / /. U 0.05 4 BEDROOM -_-� - j j ED w HALL �7 j / n. O TO TYitoN G 1; �� d TO DERFl70VED lYP i /I i__----_ -_ LJ I I III -}_r4 �1J I _-' HALL j7 LIVING ROOM I � // E .0 j :j /j • L /i�/ / /i/ � m PANTRY`* _ �/ ; M3 164 8 PROPOSED-asTersF .. NEWWiNDOWVI I o k M1pgF1ED OPEMNG I L- I ____________ I PROPOSED FIRST FLOOR PLAN I 8 R�ISIsO�NS-- SCNE MW I6 g Y4'.= V Y 1_Q^ PROPOSED COVERED ENTRY FRMIE 7 b -- _ SCALE EXISTVJC FOOTPRINT )C DRAWN�� U) 520.15 U) DATE 11.010H jAREA TO BE MAINTAINED(M#) TOa N�L MME M1-M8 AREA= 1,0814 SF IL REMOVED AREA= 2,500.5 SF uF- TOTAL AREA(EXISTING FOOTPRINT)= 3,581.9 SF FINAL MAP U PROPOSED FIRST FLOOR AREA= REVIEWED BY ZBA q LL Z m SEE DECISION#�;,5 THEREFORE WE ARE MAINTAINING,30 2%OF THE AREA DATED_1_/ g O z Lr) 1-- Q O0� cnl— N Iml p0w " ;zi I� aLLQ < i31 TITLE o I 4;( - - - - - - - - T� $VROPOSEO RIOGE - - I.y 1.n o u OUNNEOFE)aSTING Q Q HDUSE.TIP kD Lfl If'It 11 11 Ill c�n � z Ln N o S ! I W aJC! OWN WJQ z � aJ I� / I i tZ B V I O N I I-w b / ------- ��-e O J I I \ / tJr Ln \ Ill Ln EXISTw_GMUROOR I i \\ I /i\\ cq no� 'wG IFRONT ELEVATION XU SGaEX,11W O t.D m Ln w O < a O � Ll L3 J PROPOSEDRIDGEE a m N ' oC NOTE OLL PINEHEIGHTS TO RF3INN ON p _ D®ROOHSIDEANDGARAGESIDE w Br �S NEWROGFFAALUNGFORBETTERPITCH m 12N WRINEOFL)0.5TING c N HOUSE TIP- Eli en I --- -- 111161 11 Ill It u' °3 ■ gnfy 4 'WiYIt illIll - - tAllll 8 REVISIONS I 111 SCALE ! Hill Ill I I I oJC I -- - _DRAWN --- ! _ 5-20 15 r I D I o ATE_---_— I H 11.010e 1 .olo — 12 ]06 NUMBER It 11 1 1 Ill Ill 1 1 a — - i i I I I 1 111111 Ill Ill[ 11 Hill Ili 1=1 _ FTfl0R I" S NEWWWDMIW nEWWwWWw NEWW'INOOWw r l HWDDDIFlEDOPEN6g01FIED GPENwO MODMWOPENwG v M1 2 I LEFT SIDE ELEVATIONp sauEy.vv FINAL MAP ! REVIEWED BY,��A 0 Q (� im. SEE DECISION# d Q DATED_ _ O W 1 z' I IID n_ W �3: TYLE p' f _ _ PROPOSEDWGE O � E IllyfftiA H-11Utlywy 111.11.161.,.11,61,1. UI- r '� zz � � OUTUNEOFEXISTING tJ I. HI HOUSE TYP Ln n W Q t ,I PROPOSED SECOND FLOOR Q I ill 11 1 11111 11 I Il I Hill lu 1.116 Ill 1 11 Hill 1111111 11 II1111 ry l'l O ---- --- --' — L'/ (!) N ---- --- - — ------ O V 1 Y E J H In { � U) _ r FJOSDNOF.FLOOR ` O ~ TTzTzT h X ^ � NEi^!lA'IN�NIN NEW mNDOWIN NEW W NFW DOOR IN MODIFIED OPENING O U MODIFIED OPENING MODIFIEDOPENING MODIFIEDOPENING m ) In U O 1 Q a O r+ REAR ELEVATION SCALE Y.'=rp - - - - - - - - PROPOSED RIDGE W zi K Q N It 11O f2 71 6r I it I I I it it I I I ilill �B w NOTE PLATE HEIGHTS TO REMAIN ON .�. BEDROOM SIDE AND GARAGE SIDE NFW ROOF FRAMING FOR RETT17E PDCM 0 N e � I wil REVISIONS to WI, Y°=1'°" 8 scar----- Hill 11 I I I OURINEOF DUS7INC ]� ^^ 9 P HOUSE,TVP DRAW 111111 1 Ili it I 1 11111 11111 It It Ill it 11 Ill It 11 11111 11 Ilill 11111 11 1 ^ `^- 5.2015 VI F1 F 11 17 ^ DATE ---- v, it I I - 11 010 ]OB NUMBER E%ISIING FIRST FLOOR - - - - NEwmNnav U loommorLTv c -� �� Q (n EXISTING Y\IVW'� Q z FI 2 I RIGHTT SIDE ELEVATION ld w O ALEY.• ( NAL MAP Lr) REVIEWED BY ZB/ I w, SEE DECISION# m Q O ,ATCrJ_1_1 O W z; cli J z a. W (TTL_IT—-- Ito ADDITION / ALTERATION : 325 WILLOW PT. ROAD , SOUTHOLD , N .Y. i(Y- ABBREVIATIONS SITE PLAN IS BASED ON SURVEY PREPARED BY lzecetvEo�• X PERCENT LISA MCQUILKEN LAND SURVEYOR 88o O A� A,\,Iltlots ` & AND FA FIRE ALARM OC OR oc ON CEMCR I S AN 0 AT FAR. FLOOR AREA RATIO DD OUISIfo DIAMETER DATED APRIL 19,2012 OF 26'20"E D9EA� / POUND OR NUMBER fD (LOOR GRAIN O/N OR GVHD OVERHUD fNIs IN,Fy `"�r AN Lr LOT 24,SUBDIVISION MAP OF WILLOW POINT ? OOOBMLOEAD (DN FOUNDATION OPN'G(S) OPENING(S) FE FlFF IXI! Opp OPPOSITE Y� ACT ACOUSTICAL CEILING TILE FEC FIRE EXTINGUISHER CABINET OWSJ OPEN WED STEEL JOIST ct ADO'L ADDITIONAL FOO FURNISHED BY OTHERS 0, OUNCE � W Lr)AN ADJACENT OR ADJUSTABLE FF FINISH FLOOR PERF, PERFORATED FILE N0. 652,FILED JUNE 16, 1966 •� 1 fp•p4' �' 'n o AFF ABOVE FINISHED FLOOR FIC FUNNEL FLOOR DRAIN PL DUSTER / fY�S GF3 U Z O U RI EIRE HYDRANT S.C.TAX No. 1000-56-05-26 C ALT ALTERATION OR ALTERNATE PLU PLASTIC QUINATE EDC FIRC NOSE CABINET ALUM ALUMINUM PLYWD PLYWOOD ANDD ANODIZE FIN FINISH POL POLISHED z W •� APPROX APPROXIMATE TEXT FIXTURE PDL/ POLYEIHYLCNE OR POLYURETHANE m Cn Q O E ARCH ARCII/TECTURAL TE- FLOOR PR POWDER ROOM LL• FLUOR FLUORESCENT EXIST IN GROUND rn H ASTU AMERICAN SOCIETY FOR TEST MATERIALS PR PAIR lJ FO- FINISIICD OPCNING pREP PREFERRED SWIMMING POOL (� A-V AUDIO-VISUAL -- '1 FOB FACE 0(BRICK DRAWING LIST: cq LL.I Ln AVG AVERAGE PREFAB PREFABRICATED FDIC FURNISHED BY WNER, O Q 0) PSF POUNDS PER SQUARE FOOT c�j// INSTALLED To Br coONIRACTOR TITLE SHEET I SITE PLAN/ZONING INFO ADi PROPOS FD EXTERIOR EXISTING SLATE PATIO q L.L. In '+�- In BD BOARD PSI POUNDS PER SQUARE INCH PROPOSED FIRST FLOOR PLAN A-02 SPIRALSrAIR Tr J •--I *-'I +� BCT BETWEEN R FIREPROOFING PT PAINT L BLDG BLINDING PROPOSED ELEVATIONS A. ' // 357 W J FR FIRE RATED OR FIRE RATING PID PAINTED O 7 BLK BLOCK ET FOOT OR FEET PARE PARTITION PROPOSED ELEVATIONS A04 EXIST 22 EXIST SUNROOM f~ } N u BlX'G BLOCKING FTG FOOTING PVC POLYVINYL CHLORIDE O BLKD BULKHEAD NRR FURRING U, PROPOSED DECKABOVE 28 T • EXIST FY1 BM BEAM mr. FUTURE 0 T QUARRY TILE •� `* `> "'1 Y N CMSTNG FOOTPRINT J OR QUALITY 35T TO RENM B0. BORON OF H II� � O B/S BOTH SIDES CA OR Ba GAUGE R RISERcl� N 0 BSMT BASEMENT QALY GALVINIZED R RADIUS I n �- E CENTERLINE GWB OR GYPBD GYPSUM BOARD RB RESILIENT BAS[ - a M v I CAD CABINET Cc GENERALCOMIRACTOR RD RoorDUN EXISTING EKAsPcR e<FAJ. oTE#i NCE ----_-- Z I PROPOSED SCOPCOf WORK PCR CEHERALNOIE O7 I O CAP. CAPACITY GR GROUND FAULT INTERRUPTER RE REFER TO CJ CONTROL JOINT OL CU55 '[BAR REINFORCING BAR CL CLOSET CP GEORGIA-PACIFIC FEEING RECOMMENDED NHI 0 CLC CEILING GYP GYPSUM REF REFERENCE OR REFRIGERATOR EX13T 297' J CIXIG CAULKING NR NOSE BIB 282' EXIST IB6' J Q LIR GEAR HC HOLLOW CORE BID SHS LEGEND: - _%'-�°- �T ~ LLn n CMU CONCRETE MASONRY UNIT SIM SIMILAR 00 CO CIUN OUT N/C HANDICAPPED SPEC SPECIFICATION =I COL COLUMN NDWD HARDWOOD SPR SPRINKLER C_=1: CONSTRICTION TO BE REMOVED O EXISTING E705TINGAREA OF REMOVAL CONE CONCRETE Hawn HARDWARE SO OR SQUARE m I PAI EL WALKWAY CONST CONSTRUCTION SS STAINLESS STEEL 0 EMOTING CONSTRUCTION TO REMAIN O / v PROPOSED ENT{T1'mAME CONT CONTINUOUS HRRZ HOUR ONTAL ST STONE N ,� X CP CONTROL PANEL H55 htil S AND FRANCS) STD STANDARD EXIST GRAVEL DRIVEWAY O O (-•) CPT CARPET NGT HEIGHT OR. STEEL ® PROPOSED CONSTRUCTION OL-l" h Y C.T. CERAMIC TME HVAC HEATING,VENTILATION AND ST,7_ STORAGE EXISTLn WCTR CENTER STAUCT STRUCTURAL ALIGN DENaDRIVEWAY - �! LCr CUBIC FEET AIR C ATTER HEATSUSP. SUSPENDED NDIG OSURFACESOF ZO CY CUBIC YARDS HWH HOTWATER MUTER SV SHEET VINYL200.0, a •A d O n 0 CLOTHES DRYER IN INCH i TREAD 7 SECTION REFERENCE NUh41ER J Cpqq C, DCG DENSGUSS GOLD FIREGUARD INCL INCLUDED OR INCLUDING TBD i0 BC DETERMIN[D DRAWING REFERENCE NUMBER S 870 5 ��n� 4 E-+ DEG. DEGREE INSUL INSULATED OR INSULATION TC TEEEPIIONE J 1 1 p VY J DEMO DEMOUIION INT INTERIOR ifUP TEMPERATURE OR TEMPORARY 49.8 ' W 0 F. DRINKING FOUNTAIN ifR TERRAllO DIAG DIAGONAL JANi JANITORi t G TONGUE&GROOVE ! INDICATES ELEVATION NUMBER DIA. 0 DWIETER JT JOINT x`7(7'7}--INDICATES SHEET NUMBERrRICK N GIFT DIFFERENCE OR DIFFCRENTAL L UNEN OK OP OF L=99.08' m DI DIMENSION OR DIMMrR(LIGHTING) LAB LABORATORY TO. TOP OF CONCRETE WILLOW POINT ROAD o DN DOWN LAM LAMINATE DR DOOR TOS TOP OF STEEL �— DICATE:SPROTOPLAN LAV LAVATORY rya TYPICALNw Dn DH L Ee(s) POUND(S) DW DISHWASHER OR DRYWELLSITE&PHOTO PLAN UN LINEAR OR LINEAL UL UNDCRWRIRR'S LABORATORIES INC DWG(s) DRAWING(S) ScaEEJ,=+Om LT LIGM U 0 N. UNLESS OTHERWISE NOTED DETAIL REFERENCE NUMBER E EAST LP LEACHING POOL USC UNITFD SUTFS GYPSUM CORP. n ' (y l DRAWING REFCRENCC NUMBER .�. EA EACHI I 07 MAS MASONRY "�NDICATESARFA OF DETAIL o EIFS EXTERIOR INSULATION&FlNISH SYSTEM umMAXIWU YB VAPOR BARRIER EJ EXPANSION JOINT VCT VINYL COMPOSITOR TRF v' YECH MECHANICAL INDICATES NEW DOOR �EVIS��IONS EL ELEVATION ARE ARE VERTICAL 111I��LLL VIII ETEC ELECTRIC DR ELECTRICALED. MEDIUM MER MEZZANINE M.VESVESTIBULE GERERALNOTE#1(SCOPE OF WORK) AS NOTED EVER. EMERGENCY M. VERITY IN FIELD MDF MEDIUM DENSITY FIBERBOARD [NCL ENCLOSURE VOL VOLUME OREYJ(MARK _ EP ELECTRIC PANEL MED MANUFACTURED YIR VENT IO ROOF -EXISTING S ---- ELEV ELEVATOR MFG MANUFACTURING m: VINYL WALL COVERING -INTERIOR ALTERATION AS PER A 02 SCALE E _ _ ENG ENGINEER MFR MANUFACTURER W CLOTHES WASHER OR WEST -PROPOSED FRONT ENTRY FRAME,ROOF MODIFICATION,AND SPIRAL STAIR IN REAR EPDU ETHYLENE PROPYLENE DIENE MONOMER MH MANHOLE -- ---- (SYNTHETIC RUBBER) MILL MILLWORK W/ MTH ZONING INFORMATION EPT EPDXY PAINT DRAWNC a MIN MINIMUM WC WATER CLOSET OR WALLCOVERING (NON-CONFORMING LOT LESS THAN 20,000) Q 415E MISCELLANEOUS M) WOOD EQ EQUAL MY MILLIMETER W/D STACKED WASHER/DRYER ZONE R40 ALLOWED EXISTING PROPOSED �TOTAL(SF) - -1-- EQUIP EQUIPMENT N O MASONRY OPENING v, WDW WINDOW —— — — — — —— DATE P^ EST ESTIMATED MR. METAL WIC WALK-IN CLOSET LOT COVERAGE Sz'-`" EWC ELECTRIC WATER COOLER Mom MODIFIED W/o WITHOUT REQUIRED LOT SIZE 40,000 18,21738 - I - 11.010 MST EXISTING N NORTH 0 WATERPROOFING OR WALLPAPER -JOB NUMBER EXP EXPOSED NAT NATURAL WR WATER RESISTANT - — — — — — — — — — —— — — ——— — — — - EXP Jr. EXPANSION JOINT NOL NO DOLLAR LIMN WT WEIGHT NO CHANGE TO EXISTING FIRST FLOOR AREA 20%(3,6434) 3,5819 437 I 3,538.2 z �� EXr EXTERIOR WWF WEEDED WIRE FABRIC — — —— — — —— — — —— —— MC NOT IN CONTRACT T NO OR No NUMBER WWM WOVEN WIRE MESH 0 HOM LH NTS NOT TOLSCALE YR YEAR — — — — — — —— — — —— — — — z f SETBACKS(MIN REQUIREMENT)_ —— ALLOWED_EXISTING PROPOSED _ Q Q FRONT YARD 350, 47-4' 4727'TO ENTRY 2 REAR 350' 396' _ TO BULKHEAD- MIN SIDE YARD -FIRST 100' 160' - n/ / 0 0 U -SECOND 150' 220' - LL AGGREGATE SIDE YARD z5o' 3B o' - W z a Lu I6 z -� J W z O ISI H H 0 IZ� F— Cn N Q 3� TITLE ---- la i UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY CA]�TAA T MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT 1�I L � CONSIDERED TO BE A TRUE VALID COPY DISTANCES SHOWN FROM PROPERTY LINES n _ TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT (UNDERWATER LAND) INTENDED TO GUIDE IN THE ERECTION OFFENCES OR OTHER STRUCTURES. CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PERPARED AND ON HIS BERALF,TO THE COMPANY OR AGENCIES LISTED [� �J j,l HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS S88°�U'�G O" LS I ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS WOOD BULKHEAD 102N I i'10.04 N 80. CERTIFIED TO: 0.8N 2 9S `w GRAVEL FLOATING METAL METAL FLOATING 1 ivALKWAr WOOo o DOCK 00x2 LAND4 0 WO oD OCK �i� $�y� JOHNNY S. DONADIC & STEVE DONADIC C" c, MADISON AVENUE ABSTRACTS, INC. � `� o zs (TITLE No: MAA 149605) , zs I M 488 z4 F - COMMONWEALTH LAND TITLE INSURANCE CO. f2 8 IN GROUND PROPERTY INFORMATION. �lr_ p00Lz Sy�IM,,NG 4NG 6 a" Z AREA: 18,217.38 Sq.Ft. = 0.4182 ACRES 16.4 SLATE PATIO �6• x 357 DRAWING INFORMATION: SUNROOM SCALE: 1"=30' -- — -- NR 22.0 Ma$O22 0 \\\\35 7� \ ,N DRAWN BY.• R.K.H. STOOP I STOR _VINYL FILE No.: Q029-11 Ll � E–STONECEGE T w DATE: JANUARY 31, 2011 FRAM RE LAIDEN GABA G S REVISED: APRIL 19, 2012 0 325 j2 1 DRAINAGE �j1'4 EASEMENT I �� ,2,3 gp0o-oaTR WIDTH UNKNOWN �� 6 4 PAVER O 1185 40 WAL AYrzQ ° 129.7 BRICK O I STOCKADE STEP BRICK A WALAY LISA McQUILKIN r I GRAVEL DRIVEWAY LAND LAND SURVEYING W 1 274 EAST MAIN STREET o er y�oN 0 05S EAST ISLIP, N.Y. 11730 TEL: 631-277-3605 FAX: 631-277-3906 205.00 � 9p0" - �� R=298.79 49.84 SURVEY OF LOT 24, AS SHOWN ON MAP OF SUBDIVISION OF S 87°15'10" W POINT READ WILLOW POINT WILLOW FILED: JUNE 16, 1966 – MAP No: 4652 NOTE: (50 ft. �PIDE) AT SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK •DUE TO SNOW/ICE GROUND COVER ON THIS DATE, SOME LOW OR FLUSH SCTM. 1000-056.00-05.00-026.000 STRUCTURES MAY NOT BE LOCATABLE THUS MAY NOT BE SHOWN. i �- 325 WILLOW POINT ROAD, SOUTHOLD RE5check Software Versi®n 4.6®1 Compliance Certificate Project Donadic Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 325 Willow Point Road Johnny Donadic James Curtiss Southold,NY 11971 325 Willow Point Road CURTISS A+D Southold, NY 11971 P.O.Box 311 Williston Park, NY 11596 Compliance: 7.8%Better Than Code Maximum UA: 3315 Your UA: 3056 The%Better or worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,365 40.0 0.0 0.029 40 Ceiling 2: Cathedral Ceiling 1,834 30.0 0.0 0.034 62 Ceiling 3: Flat Ceiling or Scissor Truss 336 30.0 0.0 0.035 12 Wall 1:Wood Frame, 16"D.C. 1,152 13.0 0.0 0.082 80 Window 1:Wood Frame:Double Pane with Low-E 182 0.350 64 Wall 2:Wood Frame,16" o.c. 893 19.0 0.0 0.060 46 Window 2:Wood Frame:Double Pane with Low-E 71 0.350 25 Door 1:Solid 50 0.400 20 Wall 3: Wood Frame,16"D.C. 1,074 22.0 0.0 0.056 37 Window 3:Wood Frame:Double Pane with Low-E 420 0.350 147 Wall 4:Wood Frame, 16" o.c. 262 19.0 0.0 0.060 16 Wall 5:Wood Frame,16"D.C. 285 13.0 0.0 0.082 23 Floor 1: Slab-On-Grade:Heated 3,538 8.0 0.702 2484 Insulation depth:4.0' Project Title: Donadic Residence Report date: 08/21/15 Data filename: Pagel of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6and to comply with the mandatory requirements listed in the REScheck nspectionChecklist. ure1 as MeS CurJ,f)— C- 2� 0 Name-Title Sig natur Date Project Title: Donadic Residence Report date: 08/21/15-- Data 8%21/15Data filename: T �; �116 Page 2 of 7- MR An llff�_ rl Ala 5 VVILIvv p J� mOLu ®a JV 11VA I 1A 0s C' llr]"; 1 (� ,Lj S 0 > z % PERCENT FTG FOOTING S SOUTH GP�D�N� ° �' $ : t, '` ' " {{ & AND FURR FURRING SC SOLID CORE $$�� i CANAL RUss p2 _ SITE PLAN IS BASED ON SURVEY PREPARED 6 "2.'� U_ ;: ;; ;', @ AT FUT. FUTURE SCHED. SCHEDULE OR SCHEDULED Exrsrr 20 �' �® .t' # POUND OR NUMBER SCWD SOLID CORE WOOD DOOR BY LISA McQ U I LKE N, LAND SURVEYOR Nc woob KH--- F GA OR ga. GAUGE S.D. SMOKE DETECTOR GALV GALVINIZED SECT. SECTION DATED APRIL 19, 2012 OF �. 765_18o? F P,'! -10 4 `;;, ,=;..,; ;I!c A.C.T. ACOUSTICAL CEILING TILE t + �r Ic,r GB/GYP.BD GYPSUM BOARD SF SQUARE FOOT/FEET C ` FCLL&,lv'l v._a li: „' .�: ADDL ADDITIONAL G.C. GENERAL CONTRACTOR LOT 24, SUBDIVISION MAP. OF WILLOW POINT d' UN , + � _ FD ADJ ADJAGENTORADJUSTABLE SHT. SHEET ems. ~`"`��,,,a. 1. FO.,I+,D�1' r,-`y - T�-'.0 rETE iC1�++J�il::IJ -- AFF ABOVE FINISHED FLOOR GL GLASSGFI DFAULTINTERRUPTER SIM SIMILAR FILE NO. 4652, FILED JUNE 16, 1966 `' 110.04' �° F ' P�, c ?°:rcri�-� �Fl}�LI,� P:r ALT ALTERATION OR ALTERNATE GP GEORGIA-PACIFIC SPEC SPECIFICATION �+ 4 I i�,�i�G,.�,� Q ALUM ALUMINUM GYP GYPSUM SPR SPRINKLER S.C. TAX No. 1000-56-05-26 ;O':'wTFIUCTIc ` h" !ST ANDD. ANODIZE SQ.OR SQUARE q P t,Di TLETF F R 0.0, APPROX. APPROXIMATE H.B. HOSE BIB S.S. STAINLESS STEEL , I-L CONSTRUCT 10(ll SF!',!.L t 1cET THE HC HOLLOW CORE ST STONE 2r 0 F LPIEPv�ir""_-NTS OF THE CODES OF NUAI � E ARCH ARCHITECTURAL p � ASTM AMERICAN SOCIETY FOR H.C. HANDICAPPED STD STANDARD EXIST. IN GROUND h, �� Y )STATE. NOT RESPCNSIB!_E FOR u p TESTING AND MATERIALS HDWD HARDWOOD STL STEEL DRAWING LIST. �, p �; ��`� �' _ A-V AUDIO-VISUAL HDWR HARDWARE STOR. STORAGE `� SWIMMING POOL `3' M \ ` OR CQt STR UCTIOFd ERftOE�S. � �`�'�'iCD AVG. AVERAGE HM HOLLOW METAL STRUCT STRUCTURAL TITLE SHEET/SITE PLAN/ZONING INFORMATION. A-001.00 ,,a�j��n�?p0�' ! a 1-i .7?_.L CC:•DES OF ._ (DOORS AND FRAMES) SUSP. SUSPENDED SPECIFICATIONS A-002.00 �� JNEV ' co,=<<< STt L & TOWN CODES Q �f- BD BOARD HORZ. HORIZONTAL PROPOSED EXTERIOR EXISTING SLATE PAT10 Q. �t ` F\Q�� AN'D SV SHEET VINYL TABLES/CHARTS/NOTES A-003.00 SPIRAL STAIR BET_ BETWEEN HR HOUR T TREAD � ,`��. AS RE�IF;ED �.i CONDITIONS OF � � BLDG BUILDING HSS HIGH STRENGTH STEEL REMOVALS &MAINTAIN PLAN A-100.00 35.7' �� -�Q�� '�I-��Q',�;��zE,a t�� ,p BLK BLOCK HGT HEIGHT TBD TO BE DETERMINED FOUNDATION PLAN, GENERAL NOTES, DETAILS A-101.00 ' V I TEL TELEPHONE EXIST.Z2.0' a EXIST.SUNROOM C=! �C '�' TO."'N P!P.�'dlli",G BOr,RD .•�.� '� '�i BLK'G. BLOCKING HVAC HEATING,VENTILATION AND GROUND FLOOR PLAN A-102.00 EXIST.W. _ _ �,�..� 0 Lr) BLKD BULKHEAD AIR CONDITIONING TEMP TEMPERATURE OR TEMPORARY PROPOSED DECK ABOVE �e- " . + ';;','? r,;!S I ES BM BEAM HWH HOT WATER HEATER TER TERRAZZO UPPER PLAN A-103.00 22.0 �+ w04- ELEVATIONS t tJ) T&G TONGUE&GROOVE ELEVATIONS/WINDOW SCHEDULE A-201.00 2$ _. 35.7 J .. , EXISTING FOOTPRINT i J � � � B.O. BOTTOM OF IN INCH THK THICK ELEVATIONS A-202.00 .-1 TO REMAIN � r � � B/S BOTH SIDES INCL INCLUDED OR INCLUDING T.O. TOP OF SECTION/DETAILS A-203.00H.1 0 t- � BSMT BASEMENT SECTIONS A-204.00 Q U Pik N CY Q R �"- � Z M V INSUL INSULATED OR INSULATION TOC TOP OF CONCRETE � ► CENTERLINE INT INTERIOR TOS TOP OF STEEL GENERAL DETAILS D-101.00 r- EXISTING 1-STORY FRAME-STONE/VINYL RESIDENCE 60 �' TYP TYPICAL c i PROPOSED SCOPE OF WORK AS PER GENERAL NOTE#1 c`i m s I S U N�"AWFU L � CAB. CABINET STRUCTURAL PLAN S-1 JANT. JANITOR ' CAP. CAPACITY JT JOINT UL UNDERWRITER'S STRUCTURAL PLAN S-2 ��'I TC-IOUT CEI�TI�KATE H � � � c CJ CONTROL JOINT L LINEN LABORATORIES INC. STRUCTURAL PLAN S-3 CL CLOSET LAB LABORATORY U.O.N_ UNLESS OTHERWISE NOTED STRUCTURAL PLAN S-4 � � CY w N 0 0- r6 CLG CEILING USG UNITED STATES GYPSUM CORP. EXIST 29 7' LAM LAMINATE o, 28.2' EXIST•18.$' � ,a . r,r� 1 �d J CLK'G CAULKING 57.7 - --- : •t.I '-Al+.�a� ' LAV LAVATORY VB VAPOR BARRIER �' T 111 "1 r- p 7-0 0 CLR CLEAR LB(S) POUND(S) VCT VINYL COMPOSTION TILE D.O.B. GENERAL NOTES -< � .. -°' CMU CONCRETE MASONRY UNIT LIN LINEAR OR LINEALWORK- COLN COLUMN VERT VERTICAL SCOPE OF �- LT LIGHT VEST. VESTIBULE ADDITION/ALTERATION TO AN EXISTING ONE STORY FRAME RESIDENCE Q EXISTING AREA OF REMOVAL I M 0 CONC CONCRETE . VIF VERIFY IN FIELD 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE NEW YORK 1 Lu EXISTING �) CONST. CONSTRUCTION /Y WALKWAY _I Q MAS MASONRY STATE BUILDING CODE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY � _ CONT CONTINUOUS VOL VOLUME O PROPOSED ENTRY FRAME H Ln (� MAX MAXIMUM REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF � e,. C CP CONTROL PANEL VWC VINYL WALL COVERING N X1 �`"{ Ltd CPT CARPET MECH MECHANICAL ANY OTHER AUTHORITY HAVING JURISDICTION_ 0 CT CERAMIC TILE MED. MEDIUM W CLOTHES WASHER OR WEST 2. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE I\ nv EXIST.GRAVEL DRIVEWAY DO NOT PROCEED WITH 00 PERFORMED BY AN APPROVED CONTRACTOR-GENERAL CONTRACTOR WILL W :RAMING UNTIL SURVEY MEZZ MEZZANINE W/ WITH BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL W �' " CTR CENTER �� '�' '� "' JNDATION LOCATION '"� - ►-`� CF CUBIC FEET MDF MEDIUM DENSITY FIBERBOARD WC WATER CLOSET OR SUB CONTRACTORS. 1 Y O O �� EXIST.GRAVELHjgEEN APPROVED. WALLCOVERING '7 DRIVEWAY CY CUBIC YARDS MFD MANUFACTURED WD WOOD 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED (�" �/ 0- :p. (\ MFG MANUFACTURING INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL -../ 20 1 -P X D CLOTHES DRYER WID STACKED WASHER/DRYER REQUIRED PERMITS AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW .© 0 lO MFR MANUFACTURER V,JDW WINDOW DGG DENSGLASS GOLD FIREGUARD MH MANHOLE YORK CITY AGENCIES. -�.., � !!! m C!� DEG. DEGREE MILL MILLWORK WIC WALK-IN CLOSET 4. SEE A-100.00 FOR ALL WALLS TO BE REMOVED AND MAINTAINED. S 8 Td C� '``'`---...� PI_Ulvl _R CERTIFI^,� '''r� I-n W W/O Wii;jOUT J 1/�` �.-� DEMO DEMOLITION MIN MINIMUM 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR V V � LFA EN BEFOd'+E a t D.F. DRINKING FOUNTAIN WP WATERPRr)Cl'AG OR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS 49.8 ��" C�"ATE dFOCCUPI.NCY MISC MISCELLANEOUS WALLPAPER DIAG. DIAGONAL MM MILLIMETER IF THEY WERE INDICATED IN THE DRAWING.' .. , , - `� SOLDER USED IN 141A TER �` � DIA.O DIAMETER WR WATER RE`.' SAN i t a"" j tj j. M.Q. MASONRY OPENING 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE R= 298.79 SUPPL Y SY, TEIV CANNOT DIFF DIFFERENCE OR DIFFERENTIAL WT_ WEIGHT MTL METAL r STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF �EX�EED 2/10 Ory 1 LEA!). WWF WELDED W'il'. `AERIC L=99.08 00 .: DIM DIMENSION or DIRECTORS. ° - DIMMER(LIGHTING) N NORTH WWM WOVEN WI�L VEESH 7- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WILLOW POINT ROAD DN DOWN YR YEAR CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA -. NAT NATURAL DR DOOR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND � • H NDL NO DOLLAR LIMIT 3070 3'-0"x7'-0"(FOR DOORS) DTL DETAIL BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL P I DW DISHWASHER NIC NOT IN CONTRACT HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR SITE PLAN 7 NO- No_ NUMBER DURING THE EXECUTION OF THE WORK. F''-L. ' W DWG(S) DRAWING(S) E £. ti : a NOM NOMINAL 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL SCALE.Y,6"-10 0" ^-___ h . (b E EAST TESTIiIG LEF�, �t�v�,,i;IS Z EA EACH NTS NOT TO SCALE DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, EIFS EXTERIOR INSULATION& PLUMBING,ETC. 0 FINISH SYSTEM O.C.OR o.c-ON CENTER 9_ THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS OCC OCCUPANT REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND pip EJ EXPANSION JOINT O.D. OUTSIDE DIAMETER EL ELEVATION ALL OTHER WORK THAT MAYBE REQUIRED TO COMPLETE THE JOB. Ey, 0/H OR OVHD OVERHEAD 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT 0 LL ELEC ELECTRIC OR ELECTRICAL OPN'G(S) OPENING(S) AND SHALL BE PROPERLY CAPPED OR PLUGGED. ° �'; "" ENTER. EMERGENCY OPP OPPOSITE LEGEND: 11. ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BYE '1' ..-H;. »" ENCL ENCLOSURE PERSONS LICENSED IN THEIR TRADES,WHO'SHALL ARRANGE FOR AND OBTAIN OWSJ OPEN WEB STEEL JOIST r' ,`N V) EP ELECTRIC PANEL - INSPECTION AND REQUIRED SIGN-OFFS. 1 �'g °. `' F-+ OZ OUNCE E - - - - - CONSTRUCTION TO BE REMOVED Y -s,� ELEV ELEVATOR 12_ SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI,P.E.FOR ALL , •,r• PERF_ PERFORATED STRUCTURAL INFORMATION,FRAMING MEMBER SIZES,LOCATIONS,AND .�-+ ■ ENG. ENGINEER PL PLASTER EXISTING CONSTRUCTION TO REMAIN DIMENSIONS_ _. " -'` °; 7 �*f` �x 00 EPDM ETHYLENE PROPYLENE raRoaa ' N DIENE MONOMER PLAM PLASTIC LAMINATEGo (SYNTHETIC RUBBER) PLYWD PLYWOOD r POL POLISHED �� PROPOSED CONSTRUCTION ' "3 w EPT EPDXY PAINT ' Bks EQ EQUAL POLY POLYETHYLENE OR 1P dl Pond d ISSUE DATE EQUIP. EQUIPMENT POLYURETHANE ALIGN DENOTES ALIGNMENT OF .�°.°"_ PR POWDER ROOM -J`�'�, EST ESTIMATED PR. PAIR INDICATED SURFACES `� �, AS NOTED E.W_C. ELECTRIC WATER COOLER ] EXIST EXISTING PREFAB PREFABRICATED r; SCALE PSF POUNDS PER SQUARE FOOT SECTION REFERENCE NUMBER ZONING INFORMATION: . ;x W :. ,`:; EXP EXPOSED PSI POUNDS PER SQUARE INCH DRAWING REFERENCE NUMBER (NON-CONFORMING LOT LESS THAN 20,000) _ "° JC EXP_JT. EXPANSION JOINT '- PT PAINT P ~fe > PROPERTY EXT EXTERIOR ZONE: R�0 ALLOWED EXISTING PROPOSED TOTAL SF !% DRAWN PTD PAINTED ( ) 7 <. FA FIRE ALARM PART_ PARTITION LOT COVERAGE °°uvr' � 11.010 FA_R_ FLOOR AREA RATIO PVC POLYVINYL CHLORIDE ? INDICATES ELEVATION NUMBER REQUIRED LOT SIZE 40,000 18,217.38 - - ° - INDICATESSHEETNUMBER ` JOB NUMBER FD FLOOR DRAIN FDN FOUNDATION QTY QUALITY FE RY TELE FE FIRE EXIT NO CHANGE TO EXISTING FIRST FLOOR AREA 20% (3,643.4) 3,581.9 -43°7 I 3,5382 F.E_C_ FIRE EXTINGUISHER CABINET R RISER FBO FURNISHED BY OTHERS R. RADIUS � INDICATES PHOTO PLAN Y , , FF FINISH FLOOR RB RESILIENT BASE I~---� FFD FUNNEL FLOOR DRAIN R.C.P. REFLECTED CEILING PLAN FH FIRE HYDRANT RD ROOF DRAIN DETAIL REFERENCE NUMBER SETBACKS (MIN. REQUIREMENT)- ALLOWED EXISTING PROPOSED ,, FHC FIRE HOSE CABINET RE: REFER TO DRAWING REFERENCE NUMBER - - FRONT YARD FIN_ FINISH REBAR REINFORCING BAR 77_ 35.0 47.4 47.27 TO ENTRY ' FIXT FIXTURE REC'MD RECOMMENDED INDICATE REAR 35.0' 39.6' � S AREA OF DETAIL - FL FLOOR REF. REFERENCE OR TO BULKHEAD - (� FLUOR FLUORESCENT REFRIGERATOR INDICATES NEW DOOR MIN. SIDE YARD -FIRST 10.0' 16.0' - SYMBOLS: ~ � F.O. FINISHED OPENING REINF REINFORCED OR REINFORCING -SECOND 0 15.0' 22.0' - uj W ; FOB FACE OF BRICK REP REPRESENTATIVE AGGREGATE SIDE YARD 25.0' 3$.0' - ____'_ PROPOSED MACHINERY H FOIC FURNISHED BY OWNER, REQ'D REQUIRED ACCESS ROUTE < ,%! P FIREPROOFING CONTRACTOR REV REVISION ( n ■ � FINSTALLED BY BREAK MARK `� „ MACHINERY ACCESS ROUTE RM ROOM : SUBJECT PROPERTY FR FIRE RATED OR FIRE RATING R.O. ROUGH OPENING FT FOOT OR FEET ` 0 z k Fla m ON f H 0 ¢!; t'- Ln N o ; TITLE A. GENERAL NOTES I CONDITIONS B. SITE WORK R CARPENTRY (. OPENINGS 1. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE REGULATORY AGENCY HAVING EXCAVATION,BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS 1.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET WITH TOP AT 6'-8"A.F.F,UNLESS OTHERWISE 1.GENERAL FRAMING SHALL BE ERECTED PLUMB LEVEL TRUE AND SECURELY NAILED, NOTED. ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& ;'I � v.... ;., JURISDICTION ISSUES A BUILDING PERMIT, 1. REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING CONSTRUCTION FOUNDATIONS. !�'�`, n '_.-_ N L WORK SHALL BE DONE IN ACCORDANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. WATER TABLE SHOULD BE AT LEAST T-0"BELOW LOWEST POINT OF CRAWL SPACE. 2,STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING MEMBER 2.ALL GLAZING AT GLASS DOORS,ENTRANCE,SIDELIGHTS,TUB AND SHOWER ENCLOSURES SHALL BE '; M(.; I;I_i��,]'.�,�'� . ` "'I, ,e 2. AL FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. FULLY TEMPERED SAFETY GLAZING,GLASS SHALL BE IDENTIFIED, ,,� � /� STATE,2010 EDITION,AND SHALL CONFORM TO ALL THE RECOMMENDATIONS AND REQUIREMENTS €-r, OF ANY OTHER AUTHORITY HAVING JURISDICTION,LATEST EDITIONS. 2. PREPARATION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. 6. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH 3.HEADERS FOR DOORS&WINDOW OPENINGS �':�4;, P < ' t .OF 3,000 PSI AT 28 DAYS 3.SET ALL JOISTS AND GIRDERS W/NATURAL CAMBER UP 3. THE ARCHITECT: 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITIES. SIZE OF OPENING HEADER 'i i. �f, ' 3.1. LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK AS STAKE AND FLAG LOCATIONS. 7. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER 4.PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR TO ? r: ''pSHOWN AND SPECIFIED.IT SHALL BE UMIDERS700D THAT THE SCOPE OF THESE DRAWINGS NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE EXISTING UTILITIES AS REQUIRED. JOISTS OR AS PER PLANS, UNDER 5'-0" 2l2"x8" t, 5'-0"TO5'-1i" 212"x10" �- `l '•' P��INCLUDE ONLY ARCHITECTURAL INFORIMATION AND THAT NO FURTHER LIABILITY WILL BE PROTECT ABOVE AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. 8. ALL FILL SHALL 8E COMPACTED IN 6"LAYERS TO NOT LESS THAN 95%OF THE MAXIMUM DENSITY WHEN PROVIDE SOLID 2x BLOCKING BETWEEN ALL ROOF RAFTERS OVER BEARING POINTS.(VENT AS REQ D}. 6'-0"TO 6'-11" 2/2"x12" ,,w "" r '` =ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. " 4TESTED IN ACCORDANCE WITH ASTM D1557. 7-0 AND OVER SEE DRAWING --3.2, IT IS AGREED THAT THE ARCHITECT SHALL NOT BE INSPECTING THE WORK.IT IS FURTHER 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF FOUNDATION 5.DETAILS OF FRAMING INCLUDING FIRESTOPPING,BLOCKING,BRIDGING,NOTCHING,ETC.TO CONFORM AGREED THAT THE OWNER WILL HOLD(HARMLESS,INDEMNIFY,AND DEFEND THE ARCHITECT WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A MINIMUM DEPTH AS 9.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. NOTE:HEADERS SPECIFIED ON DRAWINGS HAVE PRECEDENCE OVER THIS SCHEDULE FROM ANY CLAIM OR SUIT WHATSOEVER,INCLUDING,BUT NOT LIMITED TO,ALL PAYMENTS, SHOWN ON THE DRAWINGS,UNLESS OTHERWISE GOVERENED BY LOCAL CODES OR EXISTING SOIL (ONE VERTICAL TO TWO HORIZONTAL). EXPENSES OR COSTS INVOLVED,ARISING FROM THE CONTRACTOR'S PERFORMANCE OR THE CONDITIONS. 6.STUDS IN LOAD BEARING PARTITIONS SHALL ALIGN WITH RAFTERS,TRUSSES,AND JOISTS. 4.UNLESS OTHERWISE SHOWN,PROVIDE 3-2x10 HEADERS OVER ALL BEARING WALL OPENINGS FAILURE OF THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN INTENT AND THE 10,ALL FOOTINGS TO BE CENTERED UNDER WALLS,PIERS,OR COLUMNS`U.O.N. IF REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT, 6'-0"OR LESS, CONTRACT DOCUMENTS. 5.GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO THE 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE LINTEL SCHEDULE: 3.3, SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR LOOSE SOIL FROM 11.PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS;THE CONTINUOUS REINFORCEMENT STRUCTURAL.FRAME HAS BEEN INSTALLED AND IS SECURELY SOUND. SPAN LINTEL F =36ksi METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND FALLING INTO THE EXCAVATION.REMOVE LUMPED AND LOOSE SOIL,BOULDERS,AND ORGANIC MATERIAL LAPPED 2'-0"WITH MAIN REINFORCEMENT. PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT FROM THE EXCAVATION.STOCKPILE EXCAVATED MATERIAL AND REMOVE EXCESS MATERIAL NOT BEING USED 8.ALL S E DITTO REQUIREMENTS. SHALL CONFORM TO N,Y,S.BUILDING CODE 0'-O"_¢'-0" 3%"X 3%"X f fi+r Q LATEST EDITION REQUIREMENTS. DOCUMENTS. FROM THE SITE. 12.SLABS ON GRADE SHALL BE 4"CONCRETE,Wl SMOOTH,HARD,STEEL TROWEL FINISH.ON 0+-0" 3f"X 3y2"X S6" Q 4. THE CONTRACTOR SHALL: 6 MIL POLYETHYLENE VAPOR BARRIER ON 9.THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS 6+-0++ ,trrx3 2n �6n L jam, 4.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS,INSPECTIONS,CERTIFICATES,TESTS,AND 6, ALL SAFETY PRECAUTIONS SHALL BE USED AS PER O.S,H.A REGULATIONS. 6"MIN,POROUS FILL U.O.N. REQUIRED,WHETHER SPECIFICALLY SHOWN OR NOT,TO MAKEA 't SURVEYS, OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD PRACTICE. 7+-O" 4"x3%"x5f 6" Uj Ln 4.2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND 7, CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC.(TEMPORARY 10.ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT " " 1 ++ ++ Ln CO 0 NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. 13.SLABS SHALL BE PLACED ON NONCOMPRESSIBLE BEARING MATERIAL.THE CONTRACTOR SHALL HAVE THE WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED LUMBER. $"0 X3y X5/6 THE WORK. RESPONSIBILITY TO REMOVE ALL SOFT BEARING MATERIAL AND REPLACE IT WITH COMPACTED FILL OF 11. ALL LUMBER SHALL BEAR A VISIBLE GRADE STAMPING. g+ On �JnX3 n �n � � U 4.3. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 8• BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE SAND AND GRAVEL UNDER SLABS ON GRADE. 101-011 6 x3Y x3/ W - BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, GRITS OR BACKRUN GRAVEL,WELL COMPACTED,BROUGHT TO A SUBGRADE OF 8"BELOW FINISH FLOOR 14.REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB.SLABS ON GRADE SHALL BE POURED 12.ALL JOISTS BEARING ON CONCRETE SHALL BE FIRECUT Wl A MINIMUM BEARING (UNLESS PLANS SHOW OTHERWISE) 0 `r d- 4A. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL LINE OR AS CALLED FOR IN THE DRAWINGS. ON 4"OF COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER UNDISTURBED SOIL. LENGTH OF 4". F- DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL J. INSULATION /MOISTURE CONTROL WORK. 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT TO A 15.FOUNDATION WALLS SHALL BE WATERPROOFED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH 13.EXCEPT AS UPGADED ON PLANS AND DETAILS ALL LUMBER SHALL BE NAILED IN H rr ' 1\ Cm 4.5. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH SUBGRADE OF 8"BELOW SIDEWALK PAVING. EITHER A CEMENTIOUS PLASTER COATING,BENTONITE CLAY,OR ANOTHER APPROVED METHOD 1. SEE PLANS FOR INSULATION REQUIREMENTS. � (g OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING ACCORDANCE W/THE SPECIFIED FASTENER SCHEDULE IN THE �/ WORK. 10,BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS, BUILDING CODE OF NEW YORK STATE. 2. INSTALL"TYVEK"BUILDING WRAP OVER BUILDING SHEATHING IN ACCORDANCE W/ E 3: %, 0 L r) _0 4.6. IF THE CONTRACTOR FAILS TO FOLLOVV THE FOLLOWING PROCEDURE,THE CONTRACTOR 16.CONCRETE FINISHES WILL BE AS FOLLOWS:FLOORS-SMOOTH STEEL'TROWEL FINISHES;WOOD FLOAT AT MANUFACTURER'S SPECIFICATIONS.SEAL ALL SEAMS,JOINTS,CORNERS,FLASHINGS, W fB CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED-PROVDE 1"LEVEL 14.PLACE PLYWOOD PANEL FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST SPAN). HEADERS AND ALL EXTERIOR VENTING HOLES Wl 3M CONTRACTOR SHEATHING TAPE#8086. w n m I Ln SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND 11.REMAINDER OF SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. CONCRETE SLAB AT CRAWL SPACES. CONTRACTOR TO CAULK ALL OPENINGS IN EXTERIOR WALLS.CAULKING TO BE FIRST QUALITY 0 U) 4- ,(n DECISIONS. 17.STEP FOOTINGS WHERE ELEVATION CHANGE,I VERTICAL TO 2 HORIZONTAL. 15.LEAVE%6"SPACE AT ALL PLYWOOD PANEL END JOINTS AND%"SPACE AT ALL PANEL SILICONE SEALANT AS AMNUFACTURED. .J .J '*-1 Lami 4.7. IS REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES,INSURANCE 12,BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE.SPREAD TOPSOIL TO PROVIDE CERTIFICATES,AND INSURANCE COVERAGES. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL END JOINTS. 1 1 1 1 0 � � i6,CONNECTIONS SEE STRUCTURAL NOTES 3. ALL SURFACES TO RECEIVE CAULKING TO BE DRY AND THOUROUGHLY CLEANED OF ALL LOOSE �•�.1 -1 `J 4.8. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND ITS AND TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E. WOOD FRAMING AFTER ANCHORS SHALL BE PARTICLES OF DIRT AND DUST,OIL,GREASE,OR OTHER FOREIGN MATTER. H >- Ln U CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION, REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES MINIMUM 18 GAGE PRIME GALVANIZED STEEL MANUFACTURED BY SIMPSON, 4.9. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 13.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS INCLUDING SHEAR WALLS. TECO OR APPROVED EQUAL, SPECIAL NAILS AS SUPPLIED BY I '`�. NON-STRUCTURAL ITEMS DURING CONSTRUCTION. WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROUNDED. MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, 4. CAULK AT EXTERIOR DOOR FRAMES,WINDOW FRAMES,AND ELSEWHERE TO ENSURE A I-3: _ 0 4.10. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM 1.TERMITE PROTECTION SHALL BE BY MEANS OF CHEMICAL TREATMENT OR METAL TERMITE SHIELD. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS WEATHERPROOF JOB;USING GUN APPLICATION, / D V �•,J ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE,SHALL MAKE SUCH 14.CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXCAVATION ON ANY PART OF THE SITE REVEALS MANUFACTURED BY TECO,SIMPSON OR APPROVED EQUAL AND K. ENERGY NOTES F--ri ce Q 2.ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES U.O.N. INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. FILL OR GROUND WATER. 4.11. PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK AS DESCRIBED IN THE ACCOMPANYING JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN 1.DOORS,FRONT,SIDE,INSIDE TO GARAGE,U-.40. ( ) 3.WOOD SILLS ON CONCRETE TO BE PRESSURE TREATED,2x6 ANCHORED TO FOUNDATION BY EVERY 4 FEET USING THE ABOVE MENTIONED METAL ANCHORS. DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT a- CA w N 0 SECTION OF THESE SPECIFICATIONS,AS HEREIN ENUMERATED AND SHOWN ON THE 15,CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN 7 DAY CONCRETE CURE TIME " " ACCOMPANYING DRAWINGS. USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS. 8"DIAMETER ANCHOR BOLTS PLACED 12"FROM EACH END OF PLATE SECTION,WITH INTERMEDIATE 17.SOLID LUMBER JOISTS IMPACT PRESSURE OF 25 MPH WIND. 0. ro (n 4.12. SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR BRACE WALLS AS REQUIRED, BOLTS PLACED,SPACED MAXIMUM OF 30"O.C.AT ALL SILL PLATES(MIN.2 PER SILL PIECE). NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH N RUBBISH CAUSED BY ITS EMPLOYEES„SUBCONTRACTORS,OR THEIR OWN WORK,AT THE WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, EACH BOLT SHALL BE A MINIMUM 21 LONG WITH A MIN.OF 15 EMBEDIDED INTO THE CONCRETE. OFTHE DEPTH OFTHE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH 2.WINDOWS,SLIDING GLASS DOORS,ALL GLASS,U-,32. 0 � COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND THE PROVIDE TEMPORARY BRACING. EACH PLATE SHALL HAVE A MINIMUM OF TWO ANCHOR BOLTS. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. WINDOW INFILTRATION SHALL NOT EXCEED 1,0 CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT r,;nl" ,'�r,>-1, 7r", -I -< }- I FOR POCKET BEAMS PROVIDE YI AIR SPACE AT END,TOP&SIDES. NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE IMPACT PRESSURE OF 25 MPH.WIND. r4 SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES BROOM CLEAN UNLESS OTHERWISE SPECIFIED. 16,ALL FILL SHALL BE PLACED IN 8"LOOSE LIFTS(MAX.)COMPACTED Wl VIBRATORY ROLLERS l PLATES TO PROVIDE DEPTH OF THE MEMBER,HOLES BORED OR CUT INTO SOLID LUMBERJOISTS,RAFTERS OR H 0 T THE OWNER THAT ALL MATERIALS AND EQUIPMENT ° (ASTM D1557.FILL MATERIAL SHALL QUALIFY AS SELECT WITH 4.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED BEAMS SHALL NOT BE CLOSER THAN 21NCHES TO THE TOP OR BOTTOM OF THE JOISTS, 3.EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS,CEILINGS,ETC...SHALL BE CAULKED,GASKETED, _I 4.13. THE CONTRACTOR WARRANTS TO A MINIMUM OF 95�OF THE MAX.DRY DENSITY( ST ) . FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT LESS THAN 10%PASSING NO.200 SIEVE. TO CONCRETE BASE.ALL POSTS RESTING ON TOP OF STEEL BEAMS SMALL HAVE CLIP ANGLES OR TOANY OTHER HOLE LOCATED IN THE MEMBER.WHERETHE MEMBERS ARE NOTCHED, WEATHERSTRIPPED,OR OTHERWISE APPROPRIATELY SEALED. I ALL WORK AND MATERIALS SHALL BE IFREE FROM DEFECTS, BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING PLATES AND MOISTURE THE HOLE SHALL NOT BE CLOSER THAN 21NCHES TO THE NOTCH.THE DIAMETER OF THE t- Ln 4.14. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS ADDITION 17,ALL CONCRETE WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOADS OF BARRIERS SHALL BE PROVIDED. HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OFTHE DEPTH OFTHE MEMBER, 4,IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SIZE DESIGN AND TYPE OF � Ln WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER, 24 PSF,NOTE THAT FLOOR AND ROOF DIAGHRAMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS. 18.NOTCHING AND BORING MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL IF REQUIRED BY THE CO In 5. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND UNTIL THESE ARE IN PLACE,CONCRETE WALLS SHALL NOT BE BUILT WITHOUT BRACING. 5.ALL LUMBER EXCEPT LAMINATED BEAMS AND WOOD(-JOISTS SHALL DE K.D.DOUGLAS FIR WITH THE BUILDING DEPARTMENT. NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. T--i � E---t FOLLOWING MINIMUM VALUES: BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE SPECIFICATIONS. Fb=1,200 PSI,Fv=95 PSI AND E=1,600,000 PSI. 5.ALL DOMESTIC HOT WATER 140 DEGREES MAXIMUM SETTING.HEATER TO HAVE IMPUT OF 75,000 BTU's T--I N h 6, ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. C. CONCRETE OFTHE HOLE SHALL NOT BE CLOSER THAN 518 INCHES TO THE EDGE OF THE STUD. MATERIALS SHALL NOT BE STORED OUTSIDE THE BUILDING. WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE USED.UNLESS OTHERWISE SHOWN NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. Oil LESS WITH CAPACITY OF NOT LESS T HAN 20 GAL.NOR MORE THAN 120 GAL.W/RECOVERY M d'- (� DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN 1.ALL CONCRETE WORK S!-!.^.LL BE DONE IN ACCORDANCE WITH THE ACI-31$REINFORCED CONCRETE PROVIDE METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST HANGERS,HURRICANE TIES, EFFICIENCY OF 75% 19.ENGINEERED LUMBER BUILDING CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK POST CAPS. REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK} NECESSARY FOR THE EXECUTION OF THE 1WORK. NOTCHES,HOLES,ETC.IN[REFER LUMBER SHALL BE IN STRICT COMPLIANCE 6.INSULATE ALL DUCTS AND PIPING AS REQUIRED BY CODE.ALL DUCTWORK LOCATED INI'DSTATE OR LOCAL CODES,WHICHEVER GOVERNS. 6.ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE Wl MANUFACTURER'S WITH MANUFACTURER'S GUIDELINES. UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER co co � 7. DRAWINGS ARE N07 TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIiONS FOR BEARING,FASTENING,AND 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS SECTION 403.10 OF THE STATE ENERGY CODE, Ln W 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, .- 8. INFORMATION ON DRAWINGS SHALL SUPE.RCEDE THESE SPECIFICATIONS. GRAVEL OR STONE AGGREGATE)MIX. BRACING REQUIREMENTS. . 3. RESERVED PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUCJS WEBS.JOISTS SHALL BE INSTALLED WHERE THE FLOOR FRAMING IS PERPENDICULAR TO THE BRACED WALL LINE, 7.REFER TO DETAIL DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS,CEILINGS,ROOFS,AND � I 9. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH APPLICABLE CODES. 4. RESERVED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED PRACTCES,PROCEDURES AND DETAILS, SOLID BLOCKING FOR THE FULL DEPTH D.THE FLOOR JOIST SHALL BE PROVIDED FLOORS, r-d FOR THE LENGTH OF BRACING REQUIRED.THE INTERIOR-BRACED WALL SHALL ,*-� INCLUDING ACCESSORIES. BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S.BUILDING CODE,LATEST EDITION, I- 0 � 10. UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON 5.ALL CONCRETE SHL,'L BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH 8•EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING E iNIMUM DESIGN VALUES: 21.FIRESTOPPING REQUIRED: E.E.R.FOR AIR r:ONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8. (_ COMPLETION OF ALL ELECTRICAL WORK. OF 3,000 PSI AT 2II DAYS. FIRESTOPPING SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW. - 1. - a F - 000 000 PSI FOLLOWING MANUFACTURERS RECOMMENDATIONS "" ' Fb=2,800 PSI, v-265 PSI AND E=2, , IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS 9.THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE THE DRAWINGS CONFORM 11. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE BUILDING fi.WATER REDUCING k;I. 1XTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. INCLUDING FURRED SPACES, U THE CEILING AND FLOOR LEVEL TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. CODE OF NEW YORK STATE AND THE JURISDICITION THE WORK IS BEING PERFORMED. RECOMMENDED BY TFI�MANUFACTURER AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL, ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR-ENTRAINED TO 4 TO 6%. 7.-PLYWOOD USED FOR ROOF SHEATHING SHALL BE 4"CDX EXPOSURE I EXTERIOR GRADE AND A AND BLANKETS OF MINERAL OR GLASS AND H RI OTHER L. TYPICAL LOAD SCHEDULE F- W/A.P.A.INDETIFICATION INDEX 40/20 OR BETTER. 1. THIS PROJECT 14"%S BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE � 13. ALL WET AREAS i.e.BATHROOMS TO HAVE 5/"WATER RESISTANT GYP.BOARD. EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED TO 5°!o TO 7%. APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS ( ) CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. -PLYWOOD USED FOR WALL SHEATHING SHALL BE %"CDX EXTERIOR GRADE W/A,P.A INDETIFICATION OF DESIGNSR:F 32116 OR BETTER. FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF DESIGN .R,i E��A,IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ALLOWABLE w 14. INSULATE ALL PIPING AND DUCTWORK ALL UNHEATED AREAS W! STUDS OR STAGGERED STUDS. CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK, °- -1"INSULATION ON ALL DUCTS 7.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO -PLYWOOD FOR STUCCO SHALL BE MIN.5/"CDX EXTERIOR GRADE FORMWORK,STAGING,BRACING,SHEETING,SHORING,ETC. CD -1%"INSULATION FOR ON ALL PIPING ASTM A615-GRADE 60.REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82(FABRIC), -ALL FLOOR SHEATHING SHALL BE s4"(NOM.)COX,EXPOSURE I,APA RtATED,WITH TONGUE AND AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND z -4"INSULATION ON ALL WATER SERVICE PIPING. GROOVE EDGES U.N.O.CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED AT 6"AT SUPPORTED HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS M. ELECTRICAL o 8. RESERVED EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHIESIVES MEETING APA SPECIFICATIONS AND COVE CEILINGS. j 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE 15. CAULK AND WEATHERSTRIP ALL WINDOWS;AND DOORS AS REQUIRED. 9. ALL CONCRETE FLOORS SHALL BE POURED LEVEL,EXCEPT WHERE FLOOR DRAINS OCCUR,IN WHICH CASE AFG-01 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOWMENDATIONS, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP Z) THEY SHALL BE SLOPED OR WARPED TO DRAIN, 8.ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL BE WOOD PRESSIURE TREATED IN ACCORDANCE AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS NATIONAL ELECTRICAL CODE(NEC)AND/OR APPLICABLE LOCAL,STATE,AND UTILITY COMPANY co 16. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS, TOTAL SLOPE IS NOT TO EXCEED 4"BELOW FLOOR LEVEL, WITH THE REQUIREMENTS OF THE CURRENT AWPA STANDARDS C2 FOR WATER-BORNE PRESERVATION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE. RULES,LAWS,AND ORDINANCES, 0f ' 0 TREATMENT.ALL WOOD MUST BE LABELED,CERTIFYING CONFORM TO)REQUIREMENTS DIRECT. AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND U_ 10,REINFORCING IS TO BE UNPAINTED AND UNCOATED,FREE FROM RUST OR SALE,AND SHALL BE CLEANED AND 9.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL 'ROOF,CHIMNEYS,WINDOWS, 2.VERIFY EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE INCLUDING POINT OF SERVICE, (� FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE � 17. ALL COLORS AND FINISHES,ETC.SHALL Be REVIEWED BY OWNER. STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION. DOORS,ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, AND SYSTEMS CHARACTERISTICS. U7 18. ALL STOREFRONT WINDOWS SHALL HAVE(HIGH-PERFORMANCE,TEMPERED,INSULATED GLASS. ACCURATELY POSITION REINFORCEMENT AND SECURE AGAINST DISPLACEMENT. ALLOW CONTINUOUS WATER FLOW. FIREBLOCKING MATERIAL SHALL CONFORM TO N.Y.S.BUILDING CODE, 3,THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL IF THERE IS A DELAY IN POURING CEMENT,PREVENT RUSTING OF REINFORCING. 10.RESERVED LATEST EDITION 19. ALL NON-STOREFRONT WINDOWS WILL BE INDICATED ON DRAWINGS,U.O.N. 11.RESERVED EQUIPMENT IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER 11,ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR AS PER LOCAL 12.ALL PARTITIONS,EXTERIOR WALLS,AND CEILINGS WILL BE COVERED)WITH G. STEEL CONTRACTORS,AND GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING 0 20, ALL INSULATION SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE CODES. 8"TYPE"X"FIRECODE WALLS AND CEILINGS IN GARAGE AND OVER B301LER OR FURNACE. PROPER PROVISIONS FOR INSTALLATION OF HIS EQUIPMENT. 06 1 rlj WINTER WARM SIDE OF THE INSULATION. . ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 " " 12.SPLICES OF WWF,AT ALL SPLICE EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST 13.DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS.PROVIDE FIRE;STOPPPING AROUND ALL OPENINGS 4.ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE LISTED BY THAT INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES CONTINUITY GROUP,AND BE FULLY EQUAL TO MAKES SPECIFIED. OF INSULATION AT PLATE LINES,SILL LINES,AND CORNERS. CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS 2",NOR AS REQUIRED BY CODE 2.THE DESIGN,ESTFABEDITION AND ERECTION IC ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE IM LESS THAN 8". WITH THE LATEST EDITION OF RISC SPECIFICATIONS. 5,ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. ISSUE DATE 21. EXIT ACCESS,EXITS,AND EXIT DISCHARGE:SHALL CONFORM TO CHAPTER 10 OF THE 14.PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL I ,�, ,:,..,r. 13.ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING CONSTRUCTION. VENT AND MECHANICAL OPENINGS,T-0"OR MORE IN WIDTH,UNLESS(OTHERWISE SHOWN IN DRAWINGS. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES """ BUILDING CODE OF THE STATE OF NEW YORK. THE WIRE SHALL BE 16 GA.CONFORMING TO ASTM A82. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS,RESPECTIVELY. 6.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM 22, PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS. 15.TAIL JOISTS OVER 4'-0"LONG AND HEADER JOISTS SHALL BE HUNG IMAPPROVED METAL STIRRUPS OR SHORTS,GROUNDS OR IMPROPER CONNECTIONS. 14,ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W/3/"DEEP HANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. 4.PAINT ALL NEW STEEL ONE SHOP COAT RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT SCALE 23. ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT CONTRACTION JOINTS INTO APPROXIMATLEY 4'-0"SQUARES OR AS SHOWN,U.O.N.ON PLANS. FOR AREAS TO BE WELDED, 7.LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF 16.FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE,PLUMB,AND LEVEL NEW YORK,OR APPLICABLE STATE,LOCAL LAWS,GOVERNING JURISDICTIONS, J� V) BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. D. FOUNDATIONS, FOOTINGS&SLABS ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH 24. PROVIDE MINIMUM 50 cfm MECHANICAL EXHAUST IN BATHROOM AREA W/NO NATURAL VENTING. 1. FOUNDATION WALLS SHALL BE 8",10",12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. 8.RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED, DRAWN U) MINIMUM 100 cfm MECHANICAL EXHAUST IN KITCHEN AREA. ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL W/ 17.NAIL,LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS. NON-IC RATED RECESSED LIGHTS TO BEY2"FROM COMBUSTIBLES. r 7l w y7,,, .;,_, .-.-;a fi.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS,ALL WORK SHALL BE . 11.010 REBAR AS NOTED IN DETAILS, UNLESS OTHERWISE NOTED ON PLANS. � NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION """"a . 25. MINOR ITEMS OR WORK SUCH AS PATCHING,BLOCKING,TRIM,ETC...SHALL BE PERFORMED AS 18.PROVIDE SOLID SURFACES AT LEAST 1Y41 IN BOTH DIRECTIONS ALL CORNERS FOR SECURING SUB- IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES, N. PLUMBING REQUIRED TO MAKE THE WORK COMPLETE:,WHETHER SHOWN OR NOTED ON THE CONTRACT 2.FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. FLOORING.DRYWELL,ETC.FORM SURFACES WITH FRAMED MEMBERS OR WITH 2"WOOD BLOCKING FABRICATION SHALL BE STRAIGHT,FREE OF TWISTS, BENDS,OR OPEN JOINTS. JOB NUMBER ' DOCUMENTS OR NOT. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. SECURED WITH AT LEAST 2 8d i. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK r_" 1` ,_ 'I�T`",.==.NAILS AT EACH END. 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS.IN THE WORK INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. 26. PROVIDE MEANS"FURNISH AND INSTALL" 3.FOOTINGS SHALL BE A MIN.OF T-0"BELOW GRADE,OR BELOW THE FROST LINE; 19.PROVIDE%"x3"BRIDGING BETWEEN ALL FLOOR JOISTS,MAXIMUM SPACE BETWEEN ROWS OF BRIDGING OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE AS INDICATED BY APPLCIABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO THE AND SUPPORTS SHALL BE 8'-0", FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR 2.INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL 27. THESE SPECIFICATIONS ARE GENERAL IN FORM. ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. SOLID BLOCKING AT ENDS, FOR PROPER INCORPORATION INTO THEIR WORK. FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS.SHALL THE CONTRACTOR IN APPLYING THEM ASSUMES COMPLETE RESPONSIBILITY FOR THEIR USE, ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. SUBSTITUTIONS,CHANGES,AND OMISSIONS, 20.ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. 8.ALL STRUCTURAL STEEL SHALL CONFORM TO; 4 HOT-ROLLED WIDE FLANGE SHAPES A992 3.ALL ITEMS,SUCH AS FITTINGS,ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO TABLE R401.4.1 21.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE, BARS AND PLATES A36 COMPLETE THE PLUMBING SHALL BE INCLUDED. /� PRESUMPTIVE LOAD-BEARING VALUES OF LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. PIPES A501 ( f FOUNDATION MATERIALS(a) LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS,BLOCKING,SADDLES, TUBES 500(Fy=46KSI) 4.SOIL,WASTE,AND VENT PIPING 70 BE OF MATERIAL APPROVED BY LOCAL CODES. HANGERS, ETC,REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS CLASS OF MATERIAL LOAD BEARING SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND OF THE AISC SPECIFICATION. 5.PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES A5 SHOWN ON DRAWINGS,AND OF TYPE PRESSURE(pounds per square foot) CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED APPROVED BY LOCAL CODE. F--1 , IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE REQUIREMENTS. H. MASONRY I_ 0 ,11 CRYSTALLINE BEDROCK 12,000 - 6.ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING.ALL WATER 22.BEAMS WITH FLITCH PLATES TO RECIEVE STEEL PLATE LENGTH AND WIDTH OF WOOD BEAMS HOLDING 1.ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 SUPPLY PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. SEDIMENTARY AND FOLIATED ROCK 4,000 FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLT FLITCH WITH Y4"BOLTS AT 2'-0"O.C. AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK TO BE TYPE 1.MASONRY U 0 0� :1, STAGGERED,WITH TWO BOLTS AT EACH END. UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH. 7.PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS P-4 ■ w t SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 INSTALLED.INSTALL DRAIN VALVE AT WATER METER WITH 3/4"HOSE THREAD AND VACUUM c 2.WALL REINFORCEMENT SHALL BE APPROVED NON-CORROSIVE METAL TIES,VERTICAL SPACING OF BREAKER. _, SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL 2,000 REINFORCING MUST NOT EXCEED 32"O.C. H N z i! and CLAYLEY GRAVEL FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa 8.PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. U 0 CD (SW,SP,SM,SC,GM,GC) a.WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING 3.WHERE LOOSE LINTELS ARE REQUIRED IN MASONRY VENEER,USE 4"x3-112"x5/16"THICK STEEL W CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. ANGLE.(NOTE THAT FIRST DIMENSION IS VERTICAL LEG,UNLESS OTHERWISE NOTED.) 9.INSTALL ALL COLD AND HOT WATER PIPING. (") 0 3: CLAY,SANDY CLAY,SILTY CLAY,CLAYLEY SILT, 1,500b b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 psfr � <a V .$ SILT and SANDY SILT ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL BE 4,BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR 10.FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED J 1 p (CL,ML,MH,and CH) DETERMINED BY A SOILS INVESTIGATION. BOLTS,FLASHING,STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL WASTE,VENT, AND WATER SUPPLY PIPING BY PLUMBING CONTRACTOR ALL SUPPLY PIPING ' WORK W/ANCHORS,ETC. TO BE VALVED. TITLE 11, =_ ., « i 4` TABLE R602.3(l)-continued TABLE 21 R3U1 FASTENER SCHEDULE FOR STROCTURA�� ER3 SPACING OF FASTENERS / YV|ND~-""^�^2|'" INTERNAL PRESSURE. F��EN��C��0��TR��TN��&8B��E�� BUILDINGS LOCATED IN WIND-BORNE DE8R|3 REGIONS SHALL HAVE GLAZED OPENINGS ON8yGTE�'|N�LU0NGALL�HASGS`DU�TD'8RANCHES.ETO.YNTH pR""-""° -° �" FR0� WIND-BORNE DEBRIS OR THE BUILDING SHALL B� DESIGNED �S A PARTIALLYDESCRIPTION OF BUILDING ELEMENTS FASTENERB,b-c SPACING OF FASTENERS DESCRIPTION OF BUILDING IntermediateMATERIALS r)FSCRIPTION OF FASTENERb,,,, Edges(i=.,h..� aiapportsO,6(inches) NUMBER AND TYPE OF Jn| ENCLOSED BUILDING IN ACCORDANCE WITH THE �U|L�|NG C��E �F NB� TORK ST�TE. GLAZEDJoist to sill or girder,toe nail OP ~~ PROTECTION FOR WIND-BORNE DEBRIS SMALL MEET THE REQUIREMENTS OF THE LARGE �EQUIPMENT SHALL�EHYDROSTATICALLY TESTED ATCODE STANDARD M| OPENING OF ASTM E 1986 AND OF ASTM E 1885 REFERENCED THEREIN. I" x 6" subfloor or I ess to each joist,face nail ,.Staples, 13 6d common(2"x 0.113")nail(subfloor,wall) 6 129 )ONE HALF(1%)T|��STHE�AXi�UM OPERATING PRESSURE. T/ " /11 1 � AND A '^ EXCEPTION: WOOD STRUCTURAL PANELS WITH A W|N|WUW THICKNESS OF '.o ` . mm, BUT0NSYSTEM)TOBETESTED AND BALANCED|NACCORDANCE VV|TH �AX|�UW SPAN 0F O FEET (243O n0m\ SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ��RDS.TH\g|�TO|N�LUDE|N�|\qUUA��OU|p��NTFUN�T|0NALpE�F�RMANCE AND ��Ou STORY BUILDINGS, pAN�LS / HALL 8E PRECUT T0 COVER THE GLAZED OPENINGS WITH EUU|R�ENTB' AJT/&H�ENT HARD�ARE P--|DED. ATTACHWENT5 3HALL BE PR0V|DED |N ACCORDANCE ��H or all sheaihingh (8ALAN0NGDA�PE��TOBEUT\L|ZEDATBRANCHTA�E~OFFO.CO�PLEl� TABLE R3O�.2.1.2 OR SHALL DESIGNED TDRESIST FTHE ECOMPONENTS AND CLADDING LOADS A"galvanized roofing nail 8d cofnmon 1) 1121,structural cellulosic fiberboard sheathing I M 3 6 |GDAMPER POS|T0N.AJALL CHANGES OFDIRECTION\NMAIN AND BRANCH DETERMINED IN ACCORDANCE WITH THE PROVISIONS U /HBo/LunG Couc v/ /.�,, .°.`.` STATE. Double top plates,face nail 0,135") 2-1/31"structural cellulosic fiberboard sheathing P4 �T. RID RATIONS OF1.5. ARD RAD|AT0NTOB|ERUN BENEATH ACTIVE SUPPLY UNEAND BELOW CONTROL 8��'' ~--- ' ��[��hJ ��7~��&J|hJ�� SCHEDULE Double top plates,minimum 24-inch offset of endjoints, - gd I%" galvanized roofing nail; 4 8 �|TH|N0�EB�R ��|AT\ONCO�RASREOU|RED. VVK��M.��F�W� M��,� ��]T��.�� FASTENING " ' PANELS ao�u face nail in lapped area 8-16d(31/2" x 0.135-) gypsum sheathin 6d common(2"x 0.13 1")nail-,staple galvanized ,'''"'`~-�~-'' ' -' �� V��[� STRUCTURAL ��..^_^_.~ ' ' ' INDIVIDUAL COMTRULTOFACILITATE BALANCING AND INDIVIDUAL Blocking between joists or rafters to top plate,toe mail 3-8 d(2 tz" x 0.113 E. FASTENER SPACING Rim joist to top plate,toe nail 8d(2'/2"x 0.113 6"o.c. 5/8"gypsum sheithingd 8d common(2112" x 0.131")nail;staple 4 8 er - galvanized 15/8" long,. 15/8" screws,Type W or S 0STSYSTEM,INCLUDING PIPING,FLUES,VENTS,ETC.,ASREQUIRED 8YSTATE Top plates,laps at comers and intersections,face mail 2-1(W(3"x 0.128") _ g.FASTENER 4 FOOT 6 FOOT Built-tip header.two pieces withT/7�p_qcer 16d(3'/2"x 0.135") 16"o.c.along each edge Wood structural panels,combination subtloor underlayment to framing DOF,ASREQUIRED. TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN "x0.135-) 16"o.c.along each edge 6d deformed(2"'x 0.120")nail or 6 12 HALL 8E|NGULATEDTOAMINIMUM OFR-8.ALL OTHER DUCTS SHALL BE ]FR-6ASPER THE LATEST EDITION OFTHE RESIDENTIAL CODE OF WOOD SCREWS Ceiling joist.laps over partitions,face nail 3-10d(3"x 0.128") 1 Od common(3" x 0.148")nail or 6 12 2Y2' #8 16" 16" Ceiling joist to parallel mfters,face nail UJ FOR SI: 1 INCH= 25.4 mrn, 1 FOOT= 304.8 mm, 1 POUND= 0.454 kg, i are smooth-common,box or defort-ned shanks except where olierwise stated.Nails used for framing and sheathing connections shall have minimum 1 MILE PER HOUR= 1.609 km/hr. I"brace to each stud and plate,face nail 2 staples, 13 14" average b.-nding yield orengths as shown- 90 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters 2-8d(2'/," x 0.113") not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. o' o,c �/ �"om ^ ,ozoudiameter ," ,^" ,� -FT MEAN ROOF HEIGHT. b. Smpxcman: |ogog»woruouo THIS TABLE |3 BASED ON 1J0 WIND SPEEDS AND A 33 �L PANEL. c. ��lomb�|\baqynmu8ormm�ormtbanOin:hrownmcutorutm||supporu where spans �e48inches orgmmrr . b' FASTENERS SHALL BE INSTALLED AT 0PPPOS|NG ENDS OF THE WOOD 5TRUCTU � m - UJ c' WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE sheathing to . Lh Four-foot by S-foot or 4-foot by VIBRATION- ANCHORS HAVING MINIMUM ULTIMATE WITHDRAWAL CAPACITY �pm�in�� x � u �muu/ �oornuo 'x, ^vv�3(2) ATTACHED UTILIZING0u m `~��~~0'12O)nO»*haUheused 6«�tacbngplywood and wood smc;unpanel / o«m�wouo' � � ^ »' ' '"r""re'`^e^^"d~`^~~~np� min `m48hw» � ^ � ,��wn ��m�unrmn25ruJDF 490 POUNDS. n*f«hr��^g maximum. 4$ aples, ��zoc z�o�ionx|uuvin�hxsic�\wds�cvdv��VQ`"'' ' or)r�� m6lvhvx/x� mo �inQw"m�s� un�yxn6�mYmh�n�hio�m�a�cmd wmUfmm|m�»8mOhe spaced 6 10dBuilt-up comerstuds 8' inches on When bmic wind speed is greater than IW mph.niiisfor attaching panel roof sheathing to intermediatesupports shall be spaced 6 inches un Nail each layer as follows: 321"to.c. at top center m/ minimvm48'mchutomocz�nm�dgrveaves and gvm�end w�;�and*m�envo"rmm,mFable end w*uuomi.r.Built-up girders and beams,2-incb lumber layeN 10d(3" x 0.1218") and bottom and staggered. Two nails at h. Gyp,,urn sheathing shall�onYb�mum ASTM C79and shall bminstalled\oaccordance with 6A25].Fiberboard sheathing A`.11|conform it)ASTNI C2O8. ends and at each splice. � �pudn�of��sreuc�onMoornheu/8in��undcd&c�npylim\npondcJ�r onppn�cd&�fmmlo�mcmt��»mdrc4ul/�dW'`ckinpand �uUfloor Temv�� ' om|y0pucim�p��smncr,mm,00[��o,hln�pomcYnd@�*pp�\�a»npou�od��m�opp^��dhy��o`in�mrmt�mun��uinJblc�kio�.B|,�kiu�*fnmror � planks 2-16aYl At each hearing floor sheathing �cdoc*pr�mndicp\uzmthe�vmoingmvn`hcmneed not hmD�videdexcept um/equi�Jbym�er�ovisi^nxv��hi�c*dc'P1nornormc�r � > Z) ry o Roof rafters to ridge,valley or hip rafters: sl`alllesupported bfframing members orsolid blocking. Rafter ties to rafters,face nail d(2'/,"X 0.113 a C6 Collar tie to rafter,face nail,or 11/4" x 20 gage ridge strap I 3-10d(3"x 0.128") 0 (cund"xpd) TABLE R301.6 0 TABLE R301.5 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE < MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS PER SQUARE FOOT OF HORIZONTAL PROJECTION (in pounds per square foot) Ln TRIBUTARY LOADED AREA IN Ln USE LIVE LOAD SQUARE FEET FOR ANY CC) W Attic-,with limited storage-R-1 -)o STRUCTURAL MEMBER 0 (f) ROOF SLOPE 0 to 200 201 to 600 Over 600 Attics without storacreb 10 Flat or rise less than 4 inches per 20 16 12 Exterior balconies 60 0 �7tise 4 inche�per foot(1:3) to 16 14 12 0 U EXIST. VTR Fire escapes 40 1 less than 12 inches per foot(1:1) ch T-t-1 V) ROOF - G u I ardrails and handrailsd 200 Rise 12 inches per foot(1:1) 12 12 12 It UJ Guardrails in-fill compgnents' 50 ForSI: I square foot=0.0929 M2. 1 pound per sqLN are foot=O04 79 kN/m2l T-i < FBATH #3 FLAUNDRY [KITCHEN I inch per foot=0.0833 min/im 0 [MASTER BATH BATH #2 L Passenger vehicle aragesa 50a PLUMBING RISER 4"TYPE'l: EXISTING Rooms other than sleeping rooms 40 TABLE R301.7 S3,b,c 1. ALL POTABLE WATER LINES TO 6E 3/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER COPPER Sleeping rooms 30 LLOWABLE 2.ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE I A jy,- Stairs 40c STRUCTURAL MEMBER DEFLECTION 3.ALL PIPING BELOW GRADE TO BF CAST[RON 17W SI: I pound per square:foot 0.0479 kNN/m2, I square inch 645 mm Rafters having slopes greater than 3/12 witli no U180 Y4"FROM DW I pound=4.45 N. iiiished ceiling attached to rafters 01- a. Elevated-ara-e floors shall be capable of supporting a 2,000-pound load ap- __J SHOWER SHOWER DRAIN W 4 1. -square-inch area. Interior walls and partitions H1180 LOWER LEVEL plied over a 20 b. Applies to attic spaces meeting the requirements in Section R802.4.1 for Floors and plastered ceilinas L/360 2' IY21 conventional ceilinajoists and St7e!ction R802.10.7 for trusses. Attics without I tSHER III LDR A IXN W OW 2" 2- 1Y2" 3' 2- TO 1Y2" 3- 2% !T IY2. All other structural members U240 storarve are those where the maximum clear hei ght between joist and rafter is IS C.O. less than 42 inches.or where there are not two or more adjacent tru sses with U.U. EXISTING the same web configuration capable of containing a rectangle 42 inches high Exterior walls with plaster or stucco finish H/360 Lby 2 feet wide,or greater,located within the plane of thcetruss. For attics Exterior walls-wind loadsa with brittle finishes L/240 0 L L EXISTING without storage,this live load need not be assumed to act concurrently with U_ EXISTINGF.A.I. any other live load requirements. F-fterior walls-wind loads'with flexible finishes U120 LU C C.O. NOTE:L=span length,H=span height. U") EXISTING TO EXISTING c. Individual stair treads shall be designed for the uniformIN distributed live In SANITARY SYSTEM load or a 300-pound concentrated load acting over an area of 4 square a. The wind load shall be permitted to betaken as 0.7 tinies the Component and �_l I I I I I N EXISTING inches,whichever produces the greater stresses. Cladding loads for the purpose of the determining deflection I i units herein. U-) HOUSE TRAP d. A sinole concentrated load applied in any direction at any point along the b. Forcantilever members,L sliall be taken as twice the length of the cantilever. ri V 00 G.C.TO VERIFY top, For aluminum structural members or panels used in roofs or walls of sunt- I r� EXISTING CONDITIONS room additions or patio covers. not supporting edge of glass or sandwicli 00 c, See Section R502.2.1 for decks attached to exterior walls. f. Guard in-fill components(all those except the handrail),balusters and panel panels,the total load deflection shall not exceed 1,/60,For sandwich panels fillers shall be desioned to withstand a horizontally applied normal load of used in roofis orwalls of sunroorn additions orpatio covers,the total load de- Z7 flection shall not exceed U120. ISSUE DATE PLUMBING �� TABLE R301.5 --- Ll 71'1"'112,1111, < - � r�-\�/v/��//a�� /~��-�� / x��/«/ act concurrently with any other live load requirement. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS foot)U ^ U SCALE:��1�y a.Applies to attic spaces not meeting the requirements for storage per footnote (in pounds per square ° SCALE rb. See Section R802.4,2 for conventional ceiling joists and Section USE LIVE LOAD R802.10.6 for trusses, Foraltics with limited storaue and constructed with Z7 Attics with limited storagctl 20 trusses,this live load need only be applied to those portions of the bottom Attics without storazeb 10 ic Ar A01k chord of not less than two adjacent trusses with the same web configuration containing a rectangle 42 inches(1067 mm)high or greater by 2 feet(610 Decks' 40 C V I --- DRAWN U) mm) wide or greater, located within the plane of the truss. The rectangle Exterior balconies 60 r,---11-1*1 _-1, " I I I shall fit between the top of the bottom chord and the bottom of any other tt uss 11.010 5 member,provided that each of the following criteria is met: Fire escapes 40 1.The attic arA it;accesoible by a pull-down stairway orframed opening in Guardrails and handrails'l 200 JOB NUMBER accordance vvi th Section 807.1-,and | Guardrail.,,in-fill componentsf 50 2.The truss shall have a bottom chord pitch less than 2:12. | Passenger vehicle oara,&e,1 50" h. Attic spaces-served by a fixed stair shall be designed to support the minimum Rooms other than slecL)ing rooms 40 live load specified ft�r sleeping rooms. Sleeping room, 30 Stairs 42�_] FvSL Ypnund per square fv*=0.0479kN/in2,1 square inch 645 mm2, \pound=�45 N. THE FOLLOBUILDING CODE NOTES: WING FOJ |NG ARE EXCERPTS OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK - LATEST EDITION 0 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA N UJ [REFER TO TABLF R301.2(2-6) OF THE RESIDENTIAL CODE OF NEW YORK STATE.] LO co�,J UJ M WIND SUBJECT TO DAMAGE FROM _J UJ Z GROUND SEISMIC WEATHERING FROST LINE I TERMITE DE WINTER ICE SHIELD FLOOR SNOW LOAD DESIGN CAY DESIGN TEMP UNDERLAYMENT HAZARD 0 (MPH) CATEGORY DEPTH REOUIRED < 0 0 < 20 PSF 110 MPH NASSAU:C SEVERE I FEET I 111DERATE SLIGHT TO NASSAU: 13 YES cs per R301.2.1.1. DESIGN CRITERIA: AREA LOCATED WHERE WIND SPEEDS EQUAL OR EXCEED 110 MPH. DESIGN CR��R|k BASED 0N AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS (NFCM) �a'•'�%"„", — + a."r 'y.. e Nr • r I !, R. EXISTING FOOTPRINT_INO ENCROACHMENT TOWARDS CANAL 10 EXISTING FOOTPRINT EXISTING FOOTPRINT EXISTING FOOTPRINT ■ f..L. - - - - - - - 7E37 - - - - - - - - - -- - - - - - - - - - - - - Lu Lr)L V r PROPOSED OUTDOOR Ln 0 i •••ter SPIRAL STAIR TO •/ 00 U SECOND FLOOR I -/ 0 E oilllill \ �`� n -fir■ � SUNROOM H l0 1 *� EXISTING NEW DOOR IN MODIFIED OPENING 00 0 Ln CONSTRUCTION,TYP. I NEW WINDOW IN NEW WINDOW 1N W � h DIFIED OPENiN MODIFIED OPENING M6 1 .2 � 4t � ui LINE OF WINDOWS ABOVE t EXTENT OF TRUSS � /„r'; /' ■JM BATH /i�!/i� /•� �'',�/ /,/� / /� ,/' �d! 1, � rr / cz tri %/! ,d // f d /`'. .i \\ ✓/ '/ P`' > '/ /%%, / ,//1' d` / /./•" // +/ /� ./ // �j /j'E •e Z Z ,r% � / ��// �/,;F //j/ ,,.�,'f// /' J"'f ;'`F +,/., ,•! / �.,,d °�`/ ./ +•''.' �/!//' j ,'`'/.'`�� > Z .,, ,'/'// ,./�+ / ;' A/ ,fd/' ,(if/,d� ` / ` '. ./, /,"; / ( ' i //.•/d'!'' rd',!'�, ,/' %'d '''!/6"%j.,l.,�''. .°'"i•`'%// , / '',�'d"'��j // LZ /� /�/�{� //( A I� �?y W j/i'; / F / ,, , � \\V/ \V// f F r F,�,/d d! ��/�, �d/`j d ,,/' ' ,/' ��> ,// % ,r m ii J `4/ / z a '/ %' BEDROOM / / / /"';/ I ' '//''!% ,/ . d f3EDR, v , �( / w S _ r/d/'fd / ,: dd /_ '/..�.% r ,./i // d'�i %`/% •:/'%%!/,' ///�` /' / L% to �' Il ��% / j /, � I - - - - ` 'f^' rdf^'^'�% /i .//;'i//.d ,/•/�J/!.• dd• (',' d' /f•('' W � ,/' / / r //dd`•/ � , / // /! , /d''�•�r/, d %,,!' !! •' ,/ / .%"•• O �'N°w:0�s°. '•. .. 1 .. r j 1) �f, _ / �, DINING ROOM FF' i, ,(.// d /�/j, / i W //: Ml 38.8 = . �, d' z / — — — — — — — — / / I - - - - - - - - / // ,/ / Of h—O I I f' BAR - I �II/ '/ ''// / (/'r;/ %- /',/ '(• LY ' ` W KITCHEN PROPOSED Z I I o UI N RY D ,'• d///` ddi' :/.'":'j//''''"'' r�//`j`/'�CONSTRUCTION,TYP. :,'r'''/�/°i,!/' //''�.//'';�/;/'•!/ �'%'�' AV— I I / �' � � /1 '' � l/,.%,•/d J! } d '°, ,//; �" _j,l�/;,fir :� / // �/,,d� �/ � � Z I I '` / ./'F � /%r'" ,dam///`'/ .d/ •'./ /Vii'"'/// �;�'1..,/,�,',.'`! /�'i/'/''• /j/,r'// ,d' .." � /"�'� � f a� FIREPLACELu Lu 0 o BEDROOM /' I a / , .' .'.' ' ,// /' �`' (-i,/ � / ;� i.,,'. , // / Lu 0 r G. ( / d `/• ' /'`' d�' /d+:'//;% ALJ L"/ d/ !'•✓'(,!'' �: / - - - - -- - - - - — � — f HALL . ' r,, ,�, /'/`�/(;;'. ;%, ,;' ',,;- •j `" '' !' ';,i EXISTING CONSTRUCTION Li TO BE REMOVED TYP. I �" — L — — — — / / � •.,,/ fid, •:d''d/ % � / / '!d` ,/ •'/' •`'/ / �. / .``// d „'''d 1, ,'. �/ • W HAL //j%'.!,/ ,;/ / / � /' �f'f '/ /'�' •/'`�. L < i. d`' :r/' // ,. 1 ;''' ' �/ , / /' /, /•. % %:''// / �`/ d"/ :/� � .''/ /•'//'.//r I I / I I I i /,/d/ / f/ .''' / /, ( /d';r/,'/,/1' ' J .'` �',,•%'��. i W Lu Z Z ,:,'', +',�,d'. ,'• •/� :'` / d> ,d, ':d: -/ "/d 1,,r,i/ d'` //'/`/�:•' !r � / / �' �f'' /r ,'/ , co Z / /. ,r / LIVING ROOM N m 00 LL LL ,, u, W PANTRY �ZI , , ,!;' // ;�d�/,�/ ,�j.•,_'; ,',,.'„!i�`' ''/.''''. �,,� � ,% / ' � � cn to r r d /' / ✓ M8 720. f/�/ % 'd / f , / I j > ! / / -1 F ( / / :/i/✓ %.•%'.'"%:�' •�ii�,iii.(% i, .1 •'/% d ,,' ,% d�.iid. Ln L M 3 = 164.8f�, , !/ /'/ y' % ,' ' �%`/ I \\ / I PROPOSED-3,538.2 SF 0 00 T NEW WINDOW IN L - - I L - a MODIFIED OPENING - - - - - - - - - - - - - - - - - - - - - - - / L - - - -��\ /�- - - - W ISSUE DATE AS NOTED -` 0°- '' SCALE PROPOSED COVERED ENTRY FRAME 28'-2” "' 7 C DCISTING FOOTPRINT DRAWN 11.010 PROPOSED GROUND FLOOR PLAN JOB NUMBER SCALE:Y"=1'-0' A.201 d AREA TO BE MAINTAINED (M#) M1—M8 AREA = 1 ,081 .4 SF REMOVED AREA = 21500.5 SF < Q TOTAL AREA EXISTING FOOTPRIN = 31581 .9 SF 0-60 PROPOSED FIRST FLOOR AREA= J W Q QCQ THEREFORE WE ARE MAINTAINING 30.2% OF THE AREA > �— z 0 0 Zs ds n TITLE 1 1 A.202 GENERAL NOTES A_203 „ 1. SEE GENERAL NOTES ON A-002.00 FOR ADDITIONAL REQUIREMENTS. 35'8z" X. ',` ? •, 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY OTHER GOVERNING JURISDICTION. 8'-11" 1T-2" 9'-0" 3. SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI,P.E.FOR ALL STRUCTURAL LOCATION OF INFORMATION,FRAMING MEMBER SIZES,LOCATIONS,AND DIMENSIONS. NEW FOUNDATION _ _ _ _ 4. ALL EXTERIOR(FOOTPRINT)DIMENSIONS WERE TAKEN FROM SURVEY FROM LISA MCQUILKEN _ DATED 4.19.12.;G.C.TO VERIFY ALL EXTERIOR DIMENSIONS PRIOR TO ANY CONSTRUCTION_ - _ EXTERIOR WALLS.REPLACE ANY THAT IS DAMAGED. LINE OF SPIRAL \ I a ` r : G • a.. . a d ,1y . e • ' TSI " -`y r A 5. VERIFY/PROVIDE INSULATION IN ALL EXT>~ r STAIR ABOVE �\ \ 6- OWNER TO SELECT ALL: r I ,. ,'a•g - - - - - - - - - - - - - - - - - - - - - - - 6.1. FINISHES 6.2. FLOORING E-- SEE STRUCTURAL DRAWINGS S-1-S�BY , 6.3. WALL TREATMENTS %. +� �; JOSEPH FISCHETTI FOR ALL 6.4_ APPLIANCES 1 �,,. �/ I ti\ I FOUNDATION INFORMATION " I N 6.5. EQUIPMENT A.204 6.6. FIXTURES 7. THE PREMISES LOCATED ON 325 WILLOW POINT ROAD,SOUTHOLD NY,IS TO BE CLEANED OF -l- I d j UNEXCAVATED i SUNROOM ABOVE � DEBRIS EVERYDAY PRIOR TO CLOSE OF THE DAY AND REMOVED.PREMISES MUST BE LEFT IN A I I NEW 4"CONCRETE SLAB ABOVE m I `I I 2 SAFE CONDITION GENERALLY FREE OF AN DEBRIS. I �.. 8. GENERAL CONTRACTOR(G-C-)TO V.LF,CONDITION OF ALL EXISTING FRAMING.REPAIR/REPLACE I I I I (L AS REQUIRED_ I •I' � ( i A.204 W Ln E 9. G.C.SHALL PROVIDE BID FOR ALL ROUGH CARPENTRY. I _ _ _ 10. G.C.IS RESPONSIBLE FOR: 2'-0"X3'-0"STEEL FOOTING - - _ 10A_ PROVIDING MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED ASA - - - - - - - LF- - PILE CAP(2)PILES I == ;1 - - -- - - _ - - - - - - - - _ _ - - � V RESULT OF THE WORK OF THE CONTRACTOR TRADES ONLY. f... ._: 10.2- PROVIDING ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF I i ( ( I 2`-0"x3'-0"STEEL FOOTING s ( I U I �� •'� WORK. REPLACE ANY AREAS THAT ARE ALTERED OR DAMAGED I I I b• ) I COLUMN ABOVE PILE CAP(2)PILES � � 10.3. REQUIRED TO PATCH,REPAIR,AND R DURING THE PROCESS OF ALTERATION. 10.4. SUBMITTING ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY CLIENT PRIOR I I T COLUMN ABOVE 1 I i I I ( �� ■ I� TO PURCHASING MATERIALS.ARCHITECTS REVIEW IS LIMITED TO THE SOLE PURPOSE OF I • '• • ' I I I '� CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT PRIOR TO CONSTRUCTION. I I I I ( I I I I ` _0 110 Ln C.AND/OR SUB-CONTRACTOR'S W1 LL NOT SCALE OFF OF DRAWING_ I -I- - - I I I ui 10.6. ALL PURCHASE ORDERS FOR SPECIALTY ITEMS,FINISHES,OR FURNITURE ARE TO BE I I SUBMITTED TO CLIENT FOR APPROVAL AND PAYMENT PRIOR TO PURCHASE. I � � Lr) (� 10.7_ THE DELIVERY AND INSTALLATION OF ALL SPECIAL PURCHASE ITEMS AND APPLIANCES. I (-I- 4 [ _ _ I .. �`<� I h I I 10.8- THE COMPLETION OF WORK ACCORDING TO SPECIFICATIONS AND ANY APPROVED I I I SUBSTITUTIONS.G.C.MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET I I( , v ) ( d • U- - -' W -J 0 ACCORDING TO CONTRACT SPECIFIED AMOUNTS.CLIENT WILL NOT BE RESPONSIBLE FOR EXISTING FOUNDATION �--� �� V ' - �- - - - CHANGES TO PRICES IN MATERIAL AND LABOR.G.0 MUST SECURE COSTS AND GUARANTEES WALL,TYP. ( ; : •.° - - -� FROM VENDORS PRIOR TO SUBMITTING FINAL BID_ a Ir ( Q ��~ r I� 10.9. THE COORDINATION AND THE SCHEDULING OF ALL APPLICABLE TOWN OF SOUTHOLD INSPECTIONS AND OTHER APPLICABLE JURISDICTIONS- I FIRE PLACE I ( > (1j 10.10_ CONTACTING ARCHITECT PRIOR TO CONSTRUCTION IF ANY VARIATIONS EXIST BETWEEN THE 2 20'-10" 5'-0" FOOTING CONFIRM I VERIFY IN FRED ( I I H L clL O FIELD CONDITIONS AND THE DRAWINGS_ I LOCATION OF EXISTING I ( EXISTING GRADE BEAM I r0 11. ALL DIMENSIONS ARE FROM STUD-TO-STUD UNLESS NOTES AS"CLEAR". A.201 ( - - - - - - - - - - - - - - - - - ( FOUNDATION WALL I �- - - - - - - - - - - - - - - - - - - ( y o- 12. FOR PAINTED PARTITION WALLS,ALL PARTITIONS SHALL BE TAPED,SPACKLED SMOOTH,AND - - - - - - - - - - - - - - - -� I �' i - - - - - - - - - - - - - - - - - - - - - - - - 11 fn o0 SANDED READY TO RECEIVE PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND r T� INDUSTRY STANDARDS. I ( I (I I III I 0 13. FIRE-STOPPING SHALL BE PROVIDED AS PIER BUILDING CODE IN THE FOLLOWING AREAS: LINE OF WALLS 13.1- ALL VERTICAL CHASES AND FLOOR PENETRATIONS- ABOVE,TYP ( ( I UNEXCAVATED r I III I 2 ��; ,-„•• ;.•,., �--- 13.2. ALL FIRE-RATED ASSEMBLIES_ I I I EXISTING SLAB ON GRADE o ( "�`� I i I A 202 H N 13.3. ALL FIRE DIVISIONS AND SEPARATIONS. I I I I I o Q ``� 0 13.4. ALL PERIMETER FURRING AT MASONRY WALLS. I I I i I III 13.5. ALL LOAD BEARING PARTITIONS EXISTING AND NEW. I I ) m o I -� Ln 14. ALL APPLIANCES TO BE APPROVED AND ORDERED BY CLIENT. I I I I cn o t I I L� I ~ Ln 15- MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT I I I - - - -I i� �� ' ��' Z E r 1111 ( Cv (f CONTACT WITH CONCRETE. I- _ ` C - - x o \ I III I .� O 16. TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. C �s w 17_ ALL FINISHES,INCLUDING BUT NOT LIMITED TO,FLOOR,TILE, CABINETS,TO BE APPROVED BY 1 CONFIRM!VERIFY IN FILED CLIENT. I LOCATION OF EXISTING LL / ISI I III 18. ALL FLOOR TILE TO HAVE A COEFFICIENT OF FRICTION(SLIP RESISTANCE)OF >0.6% WHEN WET. I UNDATION WALL "�"``^ � 19. ALL FLOOR TILE TO HAVE A WATER ABSORPTION OF<0.5% 20. ALL EXTERIOR WOOD OR WOOD IN CON-TACT WITH CONCRETE TO BE PRESSURE TREATED. - - - - - - - - - _ � U D-101.00 FOR ALL REQUIRED CONNECTIONS FASTENERS,AND STRAPPING I ! �'�' 'F - _1 �- 111 I O 21_ REFER TO ; ,� J � � REQUIREMENTS. Lr) W 22. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,ROOF PENETRATIONS, I F I II S I I I AND RIDGES,TYP. I I I 23. INSTALL ICE DAM PROTECTION T-O"FROM EDGE OF ROOF(TYP.ALL EAVES) ( (I F_ 24. PITCH ALL GRADE AWAY FROM BUILDING.GRADE MIN 6"FOR FIRST IU-O"AS PER R401.3 OF THE N.Y.S.BUILDING CODE LATEST EDITION_ I I I I 0- I I � n 25. G.C.TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR ALL APPLIANCE DRAIN REQUIREMENTS_ i UNLESS OTHERWISE NOTED(U.O.N.) I I I I 1. FLOOR PLAN ROOM DIMENSIONS ARE FROM STUD TO STUD. ( I 2. EXISTING WALLS TO EXISTING WALLS ARE NOT DIMENSIONED. I I 3. ALL WALLS TO BE 8"TYPE'X'GYP,BD. ( 4. ALL INTERIOR DOORS TO BE SOLID CORE,P.T.GRADE WOOD 13/8n THICK.(U.O.N.) I I 12"POURED CONC.FOUNDATION WA LL ON s 5. ALL ANGLES ARE AT 450,U.O.N. I I ( 12"x24"POURED CONC_FOOTING - 6, ALL STRUCTURAL POSTS I COLUMNS TO IBE MEASURED TO THE CENTER LINE. I r a I 7. ALL WINDOWS TO BE MEASURED TO THE CENTER LINE. I - - - - - - - - - - - - _ -_ - ... .- - - - - - � �- - Wit" � -- - �-.°�-•.. - = - - �� i. = - - . = ±:-��_.- - 4 _ �.L .•-•�...._.... `� ELECTRICAL NOTES: i - -- - - -I- -L_ - -J- �. . . - - - -- - - - -- - - -- - _ 1. ALL OUTLETS TO BE GFCI. - - - - - - - • ✓ - - - - - - - - - - - - - 2. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY,VERIFY I I �, m WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. " cif 3. ELECTRICAL UNDERWRITERS CERTIFICATION IS REQUIRED BY VILLAGE ACCEPTED AGENCY, 4. PROVIDE AN EXHAUST RATE OF 50 cfm FOR ALL BATHROOMS&100 cfm FOR ALL RANGE HOODS. I I I I OL 5. LIGHTING AS PER OWNER. LEGEND: - - - - - - - - - -'- - - - - - - - - - - - - - - - - Z) 6, RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH, '- 7. RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED. X=HELICAL PILE'B'UNDERPINNING BRACKET Ln 8. NON-IC RATED RECESSED LIGHTS TO BE Y"FROM COMBUSTIBLES. 0=HELICAL PILE W TYP_10 TON WORKING LOAD SEE:STRUCTURAL DRAWINGS S-1-S-4 BY 9. NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION, JOSIEPH FISCHETTI FOR ALL L ■ NOTE: FOUINDATION INFORMATION 1 00 MECHANICAL NOTE: LOCATION OF ALL FOUNDATION PILES,BRACKETS,FRAMES,AND FOUNDATIONS AS PER STRUCTURAL DRAWINGS A.201 � MECHANICAL WORK WILL NEED TO BE COORDINATED SUPPLIED BY JOSEPH FISCHETTI,P_E_ 06 WITH OWNER ■ GUARD RAILS PROPOSED FOUNDATION PLAN ISSUE DATE WHERE RAILINGS ARE INDICATED,TOP OF GUARD RAIL T-0"ABOVE FINISHED SURFACE,BALLUSTERS<4"O-C.TO(COMPLY W/ SCALE:Ya"=1'0" AS NOTED SEC.R312.1 &311.5.6 OF THE N.Y_S RESIDENTIAL BUILDING CODE, INSTALLATION NOTES: SCALE LATEST EDITION a„ �-. .P ^ 6 •�Vyq SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R313 OF THE LATEST EDITION OF EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK J C THE 2010 NEW YORK STATE RESIDENTIAL BUILDING CODE: (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) �� ALL SMOKE&CARBON M ODE, ALARMS DI COMPLY WITH SECTION R313 OF THE N.Y.S. DRIVE POST INTO GROUND UNTIL NETTING IS APPROX.2"FROM THE TRENCH BOTTOM D RAW N RESIDENTIAL BUILDING CODE,LATEST EDITIONI LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, "�'1�� PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH 11.010 IN THE VICINITY OF THE BEDROOMS AND IN THE BASEMENT JOIN SECTIONS AS SHOWN ABOVE_ INSTALL A CARBON MONOXIDE DETECTOR ON ANY STORY HAVING A SLEEPING AREA,WITHIN JOB NUMBER 15 FEET OF THE SLEEPING AREA_ STABILIZE ENTIRE PILE WITH ALL DETECTORS TO BE HARDWIRED TOGETHER WITH BATTERY BACKUP VEGETATION OR COVER WIRE OR SNOW FENCING STAPLED TO POSTS, RECEPTACLE NOTES: EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER IN EVERY HABITABLE ROOM,RECEPTICLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT MEASURED FABRIC WITH FLOW RATE OF 0.3 GAUS.FJMIN.ATTACHED 2 RE-BAR,STEEL PICKETS,OR WIRE OR NYLON BOUND BALES HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET FROM A TO THE FENCE&EXTENDING INTO TRENCH 2"x2"STEEL STAKES 1-112"TO 2"IN GROUND PLACED ON THE CONTOUR STABILIZE ENTIRE PILE WITH i RECEPTACLE OUTLET, 2 ANGLE FIRST STAKE TOWARD PREVIOUSLY VEGETATION OR COVER -I 1 5'-0"LONG STEEL CHANNELS OR LAID BALE REFER TO CHAPTER 38 OF THE LATEST EIDITION OF THE N.Y.S.BUILDING CODE FOR ALL RELEVANT INFORMATION 2 4"x4"WOOD POSTS,2-0"INTO GROUND, 10' O C Lo W . _. .• . . . '. GRADE GRADE FLOW r BACKFILL AND COMPACT ';• r��+ F---1 � s INSTALLATION NOTES: ' EXCAVATED SOIL ,°' INSTALLATION NOTES: AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE �= BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS C� „� � u.� MAX_SLOPE SHALL BE 112 4"x4"TRENCH UPSLOPE EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" ro UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE ALONG THE LINE OF POSTS -� SURROUNDED ' �;_ EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR }.� n WITH SILT FENCING OR STRAW BALES,THEN STABILIZED WITH ! DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND ' W Z :g STRAW BALES OR REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE (D,I VEGETATION OR COVER :D 0 SILT FENCE 0 W W Q SOIL STOCKPILING DETAIL SOIL STOCKPILING USING SILT FENCE DETAIL 4 SILT FENCE DETAIL 5 STRAIN BALE EMBEDDING DETAIL i1. C.7 C� ot,� Z 3 SCALE:N.T.S. SCALE:N.T.S. SCALE:N_T.S_ SCALE:N.T.S. TITLE < EXISTING FOOTPRINT_NO ENCROACHMENT TOWARDS CANAL EXISTING FOOTPRINT EXISTING FOOTPRINT EXISTING FOOTPRINT 01 AREA#1-SEE GENERAL NOTE#4 AREA#2 AREA#3-SEE GENERAL NOTE#4 U) 9, 12" F7 35'-02 U_ ILL0 Lu O INTERIOR INTERIOR " F4 1'1 F5 1,12," F4 8_2'" OVER a cr EQ H EQ. 7'-102" CLEAR OPENING WIDTH:16'-4" 7'-102" 5'02" a O V-1 i" E 8'$" E 5'-52„ w to E W L LOCATE PROPOSED SUNROOM WALLS AT 12 3'-112" 3'-112 3'-112" uj 0 EXISTING FOOTPRINT. co w 0 `_'- Lu 0 3/9Y M.L. OMF 912-16x10 40 319/"M.L ko PROPOSED OUTDOC R I SIMPSON MOMENT FRAME r-i SPIRAL STAIR TO I L W R3 1 SECOND FLOOR e� I �(/ Q Qlin �\ I L!') to SUNROOM o ,� C.H_=8'-6"A-F_F_ o `r F8 W j Ln W 10x30 VERTICAL o 2 r >- IM U EXISTING MEMBER ABOVE,TYP_ `'' A.204 < I CONSTRUCTION,TYP. g' W 18x65 VERTICAL M i.,. M W 18x65 VERTICAL I � � � ------- MEMBER _ LINE_OF_EXTERIOR_WALLABOVE - - -- MEMBER - - N -- - - - - - - - - - - - - - - - EXTERIOR FACE OF EXISTING STUDS,TYP_ - - - - - ----= ..;+t`4.�c".1. ,�':,A.tiR•;�1.`a `t{N q�Fa� i-4 r f 1 1 ' A.203 A.202 X-6"HIGH GUARD RAIL BALLASTURS ut"0-C. 36-$2" ( � W Lr) E U � O PROPOSED OUTDOORW H SPIRAL STAIR TO • 0 SECOND FLOOR • >— �r- E � ts. r` cr cn 1 SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI FOR ALL FRAMING MEMBER SIZES 2 u L r) � A.204 A.204 W ,r•�,� � r � v-11I, 671l - - c� 0 (� ,n 4— p il EXTERIOR FACE OF EXISTING STUDS,TYP. ^ -- — — — — — — — - -- W _I N�j- --- - - - - -_ - - - -- ; 6 10s�.. IIIIIIIIII fi'-10d3" IIIII IIIIII IIIIII 6 1IIIIIII I IIIII IlIIiII 6-112" . . _. ._....._:..>I:.... ,,..._.. ._- _i.-l I ii 1 17 -0 - - -_W 1030 VERTICAL I I MEMBER ABOVE,TYP. T =I I_ -- fi I ___ i _ _ _. - _r _ - FITI lill 11 111111 Ill I N I - IIIIIIII 111 1111 111 11 11 Hill 11 111 -1-7 lw_ _�##T_TT I-T 1 -1- I f T- m TFT Ln 0 _ T Ln U- _ __ _ _ _ ; _ _ _ IM1 co _ _ - - C0rC—V1'':� Cttl.�o� A.201 2 - - - Lr) Uj — a r , A.202 2 RIDGE/CENTER LINE I r__ _ _. - IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIiIIIIIIIIIIIIt Ill I I Hill 1 14-4 IIIIIIIIIIIlIIIIIIIII I i A.21 01 � IIIIII IIIIIIIIIIII III IIII I r _- _- -'-T' lit ---- %.Tql _W - Hill II IIIII I 1 11111 _J #V-1111 I �' - 11 1 : - T -111- _ 1 - _ - T1 i 1 I Hill 11 111 lill III IIII 1 11 1111 111 111 ..._ -:- � - 11 11 1 1 - r.ao r - - - I - 0,c��zoJm�_r.-r0 -- ---------------------------------------------------------------------- -------- - ----- IS._S �U--:-E•�. .uD.a „.A.. ..T..E CONCEALED GUTTER %411=11-0...° TO LEADER SCALE FLASHING,TYP ALL CONDITIONS, U) SEE NOTE JC SEE STRUCTURAL DRAWINGS S-1-SA BY DRAWN JOSEPH FISCHETTI FOR ALL STRUCTURAL FRAMING SIZES 11.010 JOB NUMBER PROPOSED UPPER PLAN SCALE:Ya"=1' ,Q—z:..�«� j. �- 0 w CID /2 1 ###ft-r 4#1 � YzW OZ CL z_ _- z. r t� TITLE 1 A. 03 r �s fibra 1. SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI fJ/} FOR ALL STRUCTURAL INFORMATION Y,. 1' 1 2 A.204 A.204 PROPOSED RIDGE AREA#1 - - - l� PROPOSED RIDGE IL - - - _� __= _1-7 T_71„_�. AREA#3 - _ r - W Ln I - - - Lf) 00 U _ - TIM .I::_ -.��_. . ..:. .._...... - T.O.EXISTINGPLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'rl - - :- - - - Ll 1 _ _ T fl EXISTING PLATE ;:, W ! lU Ln � - --1 / _mir p - _ - - / / I I / _ ...t. M Hc a; EXISTING FIRST FLOOR -. _- i I -- --- - - - - - \\ l V0 <ryc c� c� t1')\ _ I- - - ----- - - ------- -- ------ - --� ! --I I I °" o0-- I EXISTING GARAGE SLAB � �I n n (I) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J h—i LEGEND: � � �� I- T � 7 - - - - -- - T -I - - - - - - I 7 -T I II II II I I I I LI I I I I I I I H1`) Q X=HELICAL PILE B UNDERPINNING BRACKET I Ln I I I I I I I I I I I I I ( L 0=HELICAL PILE'A' TYP.10 TON WORKING LOAD I I I I I I I I I I I I r0 II II II I I I I I I I I I I II II II I I I I I I I I I I I I � C:) 1.x..1 WINDOW SCHEDULE-MARVIN CONTEMPORARY f- u u u �^J 1~,� �^J 1r J J CASEMENT WINDOWS 0 ,,p U TAG MODEL *ROUGH OPENING REMARKS I EXTERIOR STUD-TO-STUD:±3T-8a" Ln W W OA CCNTPRYCA3660 3'-1"x N-11%"(SINGLE) DOUBLE WINDOW-MEETS EGRESS-RIGHT HINGED Q 1 10'-01, O CCNTPRYCA2460 2'-1"x4'-11a" RIGHT HINGED-OBSCURE GLAZING FRONT ELEVATION I I O I SCALE:Y4"=1'-0" I O CCNTPRYCA2860 2'-5"x 4'-1155 8"(SINGLE) DOUBLE WINDOW-MEETS EGRESS-RIGHT HINGED ' - —o —�-- RIDGE •I O CCNTPRYCA3648 3'-1"x3!-11%" FIXED/GLAZEDI O CCNTPRYCA3672 3'-1"x 5-11/" RIGHT HINGED-TEMPERED GLASS of of U) 12 OF CCNTPRYCA3672 3'-1"x 5-11 r" DOUBLE WINDOW-MEETS EGRESS-LEFT HINGED I 8 a v~il 12 �I wl 1 8 xl z AWNING WINDOWS of of �, p wI wI GCNTPRYAWN7224 6'-1"x V-11 a" OG m 21 of oC CCNTPRYAWN6024 5'-1"x 1'-119le I 0 �H WI WI w OI CCNTPRYAWN3624 3'-1"x V-1 IV cn VERIFY WITH MARVIN PRIOR TO ORDERING ANY WINDOW SYSTEM. I I PROPOSED HEIGHT IS FROM COLOR:VERIFY WITH OWNER � ■ EXISTING FLOOR SLAB ALL GLAZING TO BE HIGH-PERFORMANCE,LOW-E4,IMPACT&HURRICANE RESISTANT GLASS. .-+ ALL OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS ; TO PROPOSED RIDGE CO HARDWARE TO BE DETERMINEDB.O.TRUSS cO i WINDOW SCHEDULE- FLEETWOOD WINDOWS OR APPROVED EQUAL T-0.DECK ISSUE DATE TAG MODEL DIMENSIONS REMARKS I y/4 `- " -1 0 F1 3'-6"x 6-0" TEMPERED/IMPACT GLASS(OBSCURE GLAZING?) I SCALE JC O ~ I DRAWN t ' F3F " 3-6 x 2'-2" F6 i=1 I PROPOSED FINISHED FLOOR 11.010 F4 3800-T 00-GTF T-1 OY"x 8'-6" FIXED-TEMPERED/IMPACT GLASS-LOW E-ARGON GAS / 7 I / / HEIGHT TO BE DETERMINED BASED � / I JOB NUMBER 3 PANEL SLIDING-6'-0"WIDE PANELS PROPOSED I I PROPOSED ON RADIANT HEAT SUB FLOOR 18'-0"x 8'-6' IRST FLOOR FIRST FLOOR CONSTRUCTION F / I F5 3070-T OXX SLIDE TO LEFT AS VIEWED FROM EXTERIOR I - TEMPERED GLASS 2 PROPOSED SLAB / I I _ JDQSTING SLAB_ F6 5'-0,r x 9-6" 1:PANEL FIXED- 5'-6"x 6'-6" 2:HOPPER- 5'-6"x 2'-0" t,./ ....Him! F--"I LLI O 1 0'-0"x T-0" SLIDERS I I (- D Q 1:PANEL FIXED- 3'-6"x8'-6" - F8 3 PANELS 2:PANEL FIXED- 5'-6"x 6'-6" (� -- n n n n � 9'-0 x8-6 3:HOPPER- 5'-6"x2'-0" I -1- - - - - - - - - - - - I-�- - - - - -- - -LI - - - - - - - --I, Il-- - - - - - - - - - - - - - - - - -L1UJ W F9 5'-9Y2"x 1'-8" HOPPER WINDOW I III I I I I I I I I III Q I I III II II II II III W VERIFY WITH FLEETWOOD PRIOR TO ORDERING ANY WINDOW SYSTEM. I III I I I I I I I III COLOR:AS SELECTED BY OWNER I I I I I I I I I I III ALL GLAZING TO BE HIGH LOW-E,IMPACT&HURRICANE RESISTANT GLASS. I I III I I I I I I I I III W $` UJI LEGEND: ALL OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS I I I I I I I I I I I I I co " HARDWARE TO BE DETERMINED W I I I I _ 0=HELICAL PILE A' TYP. EGRESS WINDOWS 10 TON WORKING LOAD �'-�-� � U u � � Q z CL 0 z R310:1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR UNDERPINNING PINNINGICAL BR OPENING OF 5.7 SO, FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 UNDERPINNING BRACKET ,�,/ H < 1 LL Q�€ SOFT. qq 0-1 R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" L.J R310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20". LEFT SIDE ELEVATION TITLE R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE 2 i INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. SCALE:Ya"=1'-0" A.203 . f A.204 2 A.204 1 1 1 11 1 PROPOSED RIDGE Q AREA#1 III IIH III Hill III ill III IIH I Jill III IIIIIII Hill III Hill 11 _ PROPOSED RIDGE Ill IIIIIII Hill 1 11111 uj Ln AREA#3 { L ) o 11 111 1 1 it III [ III fill III i I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I 1 11 1 1 11 t I I I I I I III Hill III IIII III Hill III Jill I Jill III Hill 111 1111 M o ru fill 1114, III,h, III 11 if I I I if if ITT 8±E��1-1111111 Illim (mill Ill 11 111 3: 1LL� a 1 W fu T.O.PROPOSED PLATE -;- _.__ � - -- - , T.Q.EXISTING littt- Ji Lr) ____ _ z - -- --- " - WIN.HEAD WIN-HEAD-----------� y \ \ I T W �" d.. S_ -..- Lr) 0 > -- - w 4 O o-oo x - - 1-7 �. VELM T=WTITI�1- r-Tr= Ln LL O N 0 < EXISTING FIRST FLOOR - - "" - -- a - - _ = 1 EXISTING FIRST FLOOR m U) Z GO E L r 1 ( W L F-7 F-1 H O LFn - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 7 � - - - - - - - -� - - - - - - - - - - - - - - �- - - -� ,� � � I I I I I I I II II II Ln I I I I I I I II II II C) V) E--- REAR ELEVATION SCALE: u 0 c0 LEGEND: (.jj X=HELICAL PILE W UNDERPINNING BRACKET 0=HELICAL PILE'A' TYP_10 TON WORKING LOAD . ci0rn EXTERIOR STUD-TO-STUD:±37'-8$ 11-4 ce 10'-0" z N I o I� m I� of I� o 12 12 18 Iz j a 5z cNn ki w to Ln ■ Iu u- 10 I0 co Of i IW PROPOSED RIDGE I ISSUE DATE AREA#3 7 – —� – – – – – ..6. 11 = 11_011 4 �/ SCALE Z ml- . ..,,._w....__.. Jc co DRAWNi 11.010 JOB NUMBER T.O.EXISTING PLATE T.O.PROPOSED PLATE ®" .... – – _ / / _.____.__ WIN-HEAD . .. . . ... . . . . . . . . . . .. . . .. . . . . �C \ 4 w \ ,� F \ . F8 2' . �,' °° \ \ / . . . . . . . . ./.. . . . . . .. `. . . . . / ✓'. . . . . .. . .. . . . .. . EXISTING FIRST FL00 EXISTING GARAGE SLAB SECTION I z 2 I z Z SCALE_Y4"=1'-0W" I j j�j`` ' J r7 09 w N m� TITLE OUTLINE OF FINISH ROOF I SIDING OUTLINE OF FINISH ROOF/SIDING MATERIAL,TYP. MATERIAL,TYP_ "PLYWOOD ROOF SHEATHING / 30#FELT ROOF UNDERLAYMENT / \ �,, � CONCEALED GUTTER 6,�.F,^` •a `�4°�• 2"HIGH PURLIN FOR ROOF VENTING(FROM / I „ SOFFIT VENT TO RIDGE FASTEN THROUGH / / � — — — — � I YZ"EXTERIOR PLYWOOD "1l��`'�'� � ' •�""'.V } / / � INSULATION TO ROOF FRAMING WITH " P 4 SHEATHING CORROSION-RESIISTANT EXTERIOR WOOD SCREWS / \ \ ErnE.. WATER!VAPOR BARRIER 6Y2-INSULATED ROOF PANEL BY WATER VAPOR BARRIER f �. ,• '�p ?-� �r ' ' THERMOCORE / PLANK AND-BEAM / I -19 BATT INSULATION / ; CONCEALED GUTTER Y"EXTERIOR PLYWOOD ? I SHEATHING x r I ILLui . 2"EXIERIORPLYWOODLn r SHEATHING I , u Lf) o SHEATH NIOR PLYWOOD WATER I VAPOR BARRIER coV / C `� 3 f 2"x8"HEADERS 3/99Y2"M.L. W E� •� RIGID INSULATION - 0 12 HOPPER WINDOW-F9 IA Iii CD Y (Hj''� BEYOND 312"x6"@ 16"O.C. -� . ROOF RAFTERS�"� ( , l,D Ln n 10x30 VERTICAL f ' t 0 ii EMBER BEYOND W I [ GIST HANGERS ';� i n � Ln� 4— {n RIGID INSULATION 8 DETAIL 7 DETAIL Lu SCALE:1"=1'-0" SCALE:1"=V-0" 0 DECKING ,N n �•— F�1 "T" U EXTERIOR STUD-TO-STUD: 0000Q D ±3T-8- SEE STRUCTURAL DRAWING S-4 FOR TRUSS FRAMING A_2o3 _ Ln t� p ` RIDGE ~� S W 16x57 — — — — — — �"� Q 2"EXTERIOR PLYWOOD SHEATHING j"TYPE'X'GYP.BD. 8 ,, "= �` 8 J Q . BLOCKING/NAILER !§, '' `` ,-► H Ln LPA 00 2 DETAIL SCALE 1"=1'-0" 7 A.203 DIM TO T.O. / �:. 3 ;� - PROPOSED HEIGHT IS FROM U DECKING R-30 INSULATION / ` �O SLOPE Ya"1 FOOT 3 EXTERIOR PLYWOOD >,��-' ' iV EXISTING FLOOR SCAB � � T-O-PLYWOOD TO PROPOSED RIDGE WATER I VAPOR BARRIER A 203 e+f�^ �''�BARRIER � W B.O.TRUSSrVA Y2"EXTERIOR PLYWOOD 4 i i • " B.O.TRUSS i err ^�4 Q SHEATHING I — T.O-DECK 04 t 2x SLEEPERS 12 - �p B.0-FINISHED CLG- _ . . . . . . . . . . . . . . . . . . . . .� . . . . . . . i I DIMENSION IS TAKEN FROM34' OMF 912-16x10FLOOR- 34 PROPOSED FINISHED FLOOR_ SIMPSON MOMENT FRAME N FINAL FIRST FLOOR HEIGHT TO / \ • `�q BE DETERMINED WHEN RADIANT // \\ " i W HEAT SUB-FLOOR CONSTRUCTION Fg [L . . . . . . . . .�. .;.'. '� N iA IS DETERMINED `co " b" b' PROPOSED FINISHED FLOOR z HEIGHT TO BE DETERMINED BASED 4 \ / PROPOSED ON RADIANT HEAT SUB FLOOR PROPOSED FIRST FLOOR . ' . . . ' . . . . ' FIRST FLOOR CONSTRUCTION - 3A203 of --- -- -- ------------ - - _ ---- . . . . . . . . . . . . . . . . . . . . . . . \\ —/ -- - _ STING SLABOPOSED SA — —__ _ - - —— _ - - = _PR_ ---=__— --- - - - O m V.I.F.EXISTING TYP.EXISTING SLAB w „ , „v:• s.:, r- ..:.......:.... < ' .k% FOUNDATION WALL_ G_C_TO PATCH I REPAIR ANY PART OF SLAB EXISTING PATIO FOUNDATION TO REMAIN IN DISREPAIR,CREATE LEVEL CONCRETE SURFACE i i ----NOTE:PITCH ALL GRADE AWAY FROM BUILDING o '� I ( � VAPOR RETARDER ON EXISTING CONCRETE SLAB GRADE MIN.6 INCHES FOR FIRST 10 FEET AS PER R401.3 RADIANT HEAT PANEL WITH PEX TUBING BY OF THE N_Y_S_BUILDING CODE,LATEST EDITION. Ln ■ _ WARMBOARD OR APPROVED EQUAL 6 - .. FOR IMPERVIOUS SURFACE,PITCH MATERIAL -i �,, _ FINISH SURFACE AS SELECTED BY OWNER A.203 Y4"1 FT_(2%}AWAY FROM BUILDING co DETAIL - 3 II06 SCALE 1"=1'-0" ■ ISSUE DATE . . . . . . . . . . . . . . SECTION Y411=11-011 . SCALE:Y4"=1'-0" SCALE ... 7.1 . . . . . . . . . . . JC T_0.PROPOSED CONCRETE TO ALIGN WITH DRAWN T.O.EXISTING CONCRETE - - - - - - - - - - - --- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11.010 ------------------------------ <; v JOB NUMBER v v Q 4© < C b �¢: g q k'H c•:..rY s . f- •r. $' �F > as. ,. Y Q q SEE STRUCTURAL DRAWINGS TYPICAL FLOOR CONSTRUCTION — BY JOSEPH FISCNETTI 1+• FINSH FLOOR AS SELECTED BY OWNER OF a FOR FOUNDATION INFORMATION < v ,,�,,,j' RADIANT HEAT PANEL WI PEX TUBING BY WARMBOARD �-�- SEE STRUCTURAL DRAWINGS OR APPROVED EQUAL ON v W v BY JOSEPH FISCHETTI VAPOR BARRIER ON FOR FOUNDATION INFORMATION NEW 4"CONCRETE SLAB WI 6x6-W2.9xW2.9 WWF, v 1"CLEAR FROM TOP OF SLAB ON 6 MIL.POLY.VAPOR BARRIER ON ° �4 2"RIGID INSULATION ON v — 6"GRAVEL BASE ON WELL TAMPED SOIL REMOVE DISTURBED SOIL AND ORGANIC MATERIAL 4 v m ° AND THEN BACKFILL WITH CONTROLLED FILL + v " . a ! v z� z�.3 W ! <1 ce 4 DETAIL 5 DETAIL 6 DETAIL TITLE SCALE:1"=1'-0" SCALE:1"=1'-0" SCALE:1"=1'-0" e: I I EXTERIOR STUD-TO-STUD:±3T-83" C, 12 TYP.ROOF CONSTRUCTION 12 FINISH MATERIAL AS SELECTED BY OWNER OVER g 30#FELT OVER %"CDX PLYWOOD OVER ROOF RAFTERS W/R-30 BATT INSULATION ' GYP BD_INTERIOR FINISH Q f � PROPOSED RIDGE W LnAREA#1 _ PROF.2"x10"R.R. 110 U) PROPOSED COLLAR IIES � u � t L.L Ln 4- T-0,EXIS-1 IING PLATE -T_QEXtSt;!JGPLATE W - - - - - - - - - - - - WIN.HEAD (� �"�� "'"�"" >_ M U W Lu R z uj N 21 9 �� Lr) ry 0 13- +4 +� 4 = r Q P F= W w co coc6 V l M.BED IKIDS.BED EXISTING FIRST FLOOR O H p L — - - — J J < r HELICAL PILE'B' H U) c/ w�UNDERPINNING BRACKET Ln � SECTION - o � . SCALE:Y4"=1'-0" I II M � � � � 0 1"o U Ln w c; 12 rn O F EXTERIOR STUD-TO-STUD:±3T-88 W CL Z J 12 TYP.ROOF CONSTRUCTION 12 18 FINISH MATERIAL AS SELECTED BY OWNER OVER p 81 30#FELT OVER U- 3/"CDX PLYWOOD OVER W ROOF RAFTERS W/R-30 BATT INSULATION M Y2"GYP BD.INTERIOR FINISH L r ri ol co 06 PROPOSED RIDGE _ I I.LL Is m AREA#3 ISSUE DATE AS NOTED ^� ( 2 SCALE . I 071� � � .�..,,,,�,.,�� I . I y ' C DRAWN I PROPOSED COLLAR TIES -..STORAGE -- T.O.PROPOSED PLATE 11.010 A--,\T-O.EXISTING PLATEI 3'-5" . ' '� - - 77- z I . .. . . . . . . . . . . . . . .. . . — — — — — — — JOB NUMBER I . . . . .... . . :. . . ..:... . . . . . . . . —WLR.FIEA� ��. ....._ . .,�srem uj . . . . . . . . . . . coe :: . :.. . . . . . . . . . W c co z BEDROOM — W EXISTING FIRST FLOOR GARAGE SLAB GARAGE Ilk EXISTING SLAB rr � VJ EXISTING CONC. c n t GRADE BEAM ON SLAB W 2 SECTION SEE STRUCTURAL DRAWINGS � SCALE:Y4"=1'-0" BY JOSEPH FISCHETTI FOR ALL """' z:) STRUCTURAL INFORMATION z 4 U 0 z w Qkl U) a TITLE 3' JOIST TJIe/Pro*'" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 21" 31" 411 511 6Ya" 7" 8%" 9" 10Ya" 12" 2" 311 411 511 6Ya" 7" 8%0' 9" 103/4" 12" 100TS 1'-6" 2'-0" 2'-6" 3'-6" 6-6" 11-6" 2'-6" 3'-6" 5'-0" 6'-0" %y` _NOTCHFD ROOF RAFTERS 1 n 1 n I w r w r n n r n 1 u " 1 - d (REFER TO PLANS) NOTCHED ROOF 130 2'-0 3-0 3-6 4'-6" 7'-0" 2'-0 3'-0" 4'-0" 6'-0" 7'-0" RAFTERS-TRUSSES 150 2'-0" T-O" 3'-6" 510" 6-611 2'-0" 3'-0" 41_dn 6-dn 6,-0n .. (REFER TO PLANS) -l� -�l V 11 ']/ 250 2'-0" 3'-0" 4'-6" 5'-6" 7'-0" 21-011 3t-6" 4'-6" 6'-6" 7'-0" . ,�•• ¢ ! ~`'` ' '' "� • (2) 2'x4"TOP PLATES 9"z1F " p I " 1 N 1 11 1 p 1 11 1 n 1 n / Ir 1 n :i`! ` � � Yy k 350 1-6 3-6 5-0 6-6 7-0 1 -6 3-6 5-0 6-6 7-O ROOF RAFTERS 100C 1'-6" 2'-0" 2'-6" 31-611 41-61' 11-011 2'-0" 3'-0" W-b" 4'-6" t�. SEE PLANS • p pN n 11 1 « /_ n 6-6"p ALUMINUM ICE SHIELD 300C 2-6 3-04'-0" 5-06-6 2-03-0 41-0" 5 6 6-6 rr; 400C 2'-0" 3'-0" 4'-0" 51-6" 71-0w 31_0" 41-0" 51_611 7,_0a 71-0N (2) 2"X4" TOP PLATES 100TS 1'-0" 1'-0" 2'-b" 2'-6" 3'-0" 3'-6" 6'-011 11-011 2'-0" 3'-0" 4'4" 6'-6" 7'-0" STRUCTURAL RIDGE 130 11-6" 2'-0" 2'-61' 3'-6" 4'-6" 5'-d" B'-0.121-0" 3"-0" T-6" 5'-0" 7'-6" 8'-0" 91-611, D1 _ 950 1'-0" 1'-0" 2'-bp 3'-On 4x-6'1 5'-6^ 8'-6" 1'-0" 2'-0" 3'-6" 5'-0n T-0n 8'-0" 9'-0,1 CATHEDRAL CEILINGS SIMPS +' n n w 1 n 1' a 11 " "" a 1 "1 » 1 n 1 a It CEILING JOISTS LSU26-2x6 HURRIAPSOANE2CLl �,�'' 250 1!0" 1-6n 21_6N 4,011 5-6n 6-6« 9-0n 1" On 2 n 4, 01� 5,_6,r 8-0n 8-6« 1611 r''i" SEE PLANS ¢ 113/00350 I -6 2-6 3 6 5 0 6-6 7 6 9 6 1 -6 3-04-6 6 0 8'-6 9 0 9-6 LSU28-2x8,2x10,OR 2x12 r SIMPSON H7 SIESMIC 550 1'-6" 2'-6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" 3'-6" 5'-0" 6'-0" 7'-6" 9'-0" 9'-6" 10'-6" L AND HURRICANE TIE OR CS-20x18"MIN,W/(7)IOD COMMMON NAILS EQ, CS20 COIL STRAP. 100C 1'-0" 1'$" 2'-0" 2'-6" 3'-0" 4'-0" 6'-6" 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 7'-0" -------- ■ PER RAFTER INSTALLED OVER PLYWOOD HURRICANE CLI PS 300C 10-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-6" 9'-0" 1'-6" 2'-6" T-6" 4'-6" 7'-0" 7'-6" 9'-0"' D3 400C 1'-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" 9'-611 3'-0" 4'-0" 5'-0" 6'-6" 9'-0" 9`-0" 10'-0" A' FOR RAFTER SPANS UNDER 24'—D" —TIES SEISMIC / HURRICANE TIE ' " '-0" 1 ^ 1 ^ r ^ ' ^ / ° r ^ 1 ^ " ^ ' fl t ^ , n / n r « 1 » '-6" / Y TOP PLATES TO ROOF RAFTERS FOR D4 130 1.-0 1-01-6 2-0 3-03-6 5-0 5-6 $-6 1 -0 2-03-0 4-0 6-0 7-6 101-0-110-0 11 TENSION CORD CONNECTION. T FOR ROOF RAFTER OVER 24'-0" -PROVIDES 250 1'-d" 1'-0" 1'-d" 1'4' 3'-0n 4r-0' 61-6" 7'-0" 10'-0" 1'-0" 1'-0" 2'-b" 4'-6" 7'-0" 8`-6" 10'-6" 10'-6" 12'-0" UJ TENSION FOR WOOD-TO-WOOD CONNECTIONS ROOM -- Ll') Ln E FOR WOOD TRUSSES AND JOISTS 350 1',-0" 1'-0" 1'-0" 2'-6" 4'-0" 5'-0" 7'-6" 8'-0" 11'-0" 1'-0" 1'-0" 3'-0" 5'-0'" 7'-6" 9'-0" 10'-6" 11'-0" 12'-0" 14" 550 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6" 7'-0" 9'-0" 10'-0" 12'-0" 12'-0" 13'-0" Ln 3 • 100C 1'-0" 1'-0" V-0" V-10" 2'-0" 2'-6" 3'-6" 4'-0" 7t-0" 1'-0" 1`-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 7`-6" 9'-d" NOTE: HIPS TO 8E DOUBLE � � �'-"'� a F' 300C 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 6'-0" 101-0" 1'-0" 11-6" 3'-011 4'-0" 5'-6" T-0" 9'-6" 10'-0" 11'-6" VARRIES ~� ~.r" 400C 11-0" 1t-0^ 11.611 31-011 W-6- 5'-0" 7'-0" 8'-0" 11'-0" 2'-0" 3'-6" 4'-611 6'-0" 8'-0" 9/-6" 11'-011 111-0" 121-0" � (� D� RIDGE �1�"J 130 1'0' 1`-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 4'-0" 51-6" T-611 1'-0" 1'-0" 2'-6" 3'-6" 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" ° 1 n 1 fl 1 N 1 t1 ` fl 1-0" / 11 t p 1 « 1 fl 1 11 1 n f n I " 1 a 1 n 1 " ,-O" 1 n , n SIMPSON STRONG TIE •HEP•HIP TE 250 1 -0 1-0 1-0 1 -0 1-0 1-0 3-6 4-0 7-0 9-6 1 -0 1-01-0 2-0 5-0 7-0 11-0 11-0 12-0 13-6L � ■■ � � (6)10U X 1 1/2"TO RAFTERS ,/� _ - WITH CEILING COLLAR TIES @ 16°O.C. ° 1 " 1 " 1 " 1 1, 1 "1 w 1 " 1 1 " 1 n 1 " , 11 1 n 1 ,r 1 " ,r " iI__ w (6)IOD x 1 i�z•ro PLATES 350 1 -0 1-0 1-0 1 -d 1-0 2'-6- 5- 5 - 10-6 1 - 1 1- - 7- 1 - 112'-6" CS-20x18"MIN.WITH(7)100 COMMON NAILS ° ° 3 16" 550 1'-0" 1'-0" 1'-0" V-6" 3`-6'" 4'-6" 7'-0" 7'-6" 10"-0" 12'-0" 1'-0" 2'-6" 4'-6'" 6'-0" 8'-6" 9`-6" 13'-0" 13'-0" 141-0" 15'-0" T—i PER RAFTER INSTALLED OVER PLYWOOD 100C 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-611 2'-6" 4'-0" 5'-6" 1'-011 1'-0" 1'-0" 2'-0'f 3'-6" W-6" 7'-0" 7'-6" 9'-0" 10'-6" "'` LD L n u " " , " , "r , ,, , n 1 11 r p I fl , » 1 , / n 1 n " „ ' n , fl , I1 " w , n TYPICAL SOFFIT ICE SHIELD DETAIL H8 TOP PLATE 300 C 1 -0' 1'-0" 1-0 1 -0 21-0" 2'-6'1 4-0 4-6 6-6 8-6 1 -0' 1-0 2-0 3-0 5-0 6-0 9-6 1 d-0 1 Z-0 131-0" To srub5 400C 1'-0t, 1'-0" 1'-011 1'-0" 2'-6" 3'-6" 5'-6" 6'-0" 8'-6" '11"-0" 11-0" 2'-0" 3'-6" 5'-0" 7'-0" 8'-6" 12'-0" 12'-6" 13'-0" 14'-0" SCALE: 1"=1'-0" 0 U') 211 411 6" 8" 10" 12" 143/4" 163/4" 2" 4" 611 8" 10" 12" 143/4" 16Y,- ROOF FINISH t J I 11 r n t n 1 "1 1 "1 " w , n 1 11 t n 1 n I " I n r a 11 `` W 0 HIP P CON N ECT 10 N 350 1-0 1-0 1-0 1-0 4-0 7-6 13-0 1 -0 1-0 3-0 8-0 13-0 15-p 1 T-6 H >- to U D5 D6 RAFTER TIE DOWN DETAIL 181, 550 1'-0" 11-0" 1'-0" 3'-6" 6`-6" 10'-0" 15'-0" 1'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" 30#BUILDING FELT , 1 n t " 1 n t n 1 n , » + " t 11 r n / 11 / n 1 n 1 a " » NOTE: INSTALL @ ALL HIPS WHERE APPLICABLE 300C 1-0 1-0 1-0 2-0 4-0 6-0 11-0 1 -0 1-0 3-0 6-6 10-6 13-0 16-6 r=r 400C 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 8'-0" 13'-6" 1'-0" 2'-0" 5'-6" 9'-0'f 13'-6" 15'-0' 17'-0" s /"APA R 350 1'-011 1'-0" 1'-0" 1'-0't 20-6" 6'-0" 10'-0" 14'-6" 1'-O" 1 1-0" 1'-0" 6'-0" 111-6" 15'-0" 17'-6" 19`-6" SHEA G-- r � 11 550 1'-0" 1'-0" 1'-0" V-011 3'-6" T-0" 12'-0" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0" 14'-0' 17'-0" 18'-6" 19'-6" ,yl �""� L J I� 0 20 ° 300C 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 8'-0" 12'-0" 1'-0" 1'-0" 1'-6" 5'-0" 9'-0" 12'-6" 16'-611 19'-0" , ,"-�` � N 0 Q ° ° 400C 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0" 8'-0" 12'-6" 16'-0"1 18-0" 20'-0" �,.- � Ul # Leave%"web at top and bottom of hole. DO NOT cut joist flanges. HRC44 HIP RIDGE CONNECTOR � h` (24) i6D INTO RIDGE LENGIH # Table is based on uniform load tables in current design literature. USE EVERY OTHER NAIL HOLE (6) 16D INTO EACH HIP Km IN A ROW TO PROVIDE THE * For simples an 5 foot minimum uniformly loaded joists not requiring commercial concentrated loads, one maximum size round hole may be SA - � -PRE-CRIMPED END �I„ CODE-REQUIRED MINIMUM p C y I q g y �fIN ��' CORTER-T -CENTER SPACING located at the center of the joist span provided no other holes occur in ithe joist. PRE-CRIMPED END J 0 D7 HIP TO RIDGE CONNECTOR TOP FLANGE FACE-MOUNT L 08 JOIST HANGERS �A� VALLEY FLASHING U) JOIST CONNECTORS (IN WIDE VARIETY CS20 COILED STRAPS ALLOWABLE HOLES Beams and HeadersCO OF SIZES) OR LSTA30 BY SIMPSON ' TYP. - Ti O H 2x diameter of the largest hole(minimum) LENGTH Y3 depth M d" b° g PROVIDE MINIMUM ROOF RAFTERS X ° ° END DISTAMCE. Q 10 Allowed hole zone EQUAL NUMBER OFr9 TYPICAL VALLEY FLASHING DETAIL m V) SPECIFIED NAILS o Y3 depth 0 0 IN EACH END. - SCALE: 1"=1'-b" Ln IJJ ° FLOOR TIE ANCHOR %span Allowed hole zone Y3 span R a ,-i 1 < ° H8 TOP PLATE TO STUDS Cut only round holes RIDGE VENT INSTALL AS PER RIDGE,SEE ROOF � �••� 'Q ° o ti D 1 1 PROVIDES FLOOR-TO-FLOOR TENSION Y CONNECTION: REFER TO SIMPSON MANUFACTURERS STRUCTURAL PLAN ALJ rl FOR NAILING REQUIRMENTS and only in the center SPECIFICATIONS FOR SIZES ROUND HOLE CHART of beam ROOF FINISH I E BEAM DEPTH MAXIMUM ROUND # For uniformly loaded beams only. MIN.1"AIR GAP \ (SEE PLANS) HOLE SIZE / 4Y8" 1" # Rectangular holes are not allowed. #30 BUILDING FELT // \`� 4"APA RATED E- 3 POST TO JOIST CONNECTION D10 STUD / TOP PLATE CONNECTION 5Y2" 1 r4" PLYWOOD SHEATHING 2"X4" WOOD STUD 7Y4"to 20" 2" # Holes in cantilevers require additional analysis. 0 16" O.C. TYP. See Illustration for Allowed Hole Zone 2"X4" ACO SILL PLATE NAILING: / ROOF RAFTERS,SEE DRAWINGS FOR SIZE \ m `S EDGES: 6' ON CENTER .� t; '• ; SIMPSON STHDES FIELD: 12' ON CENTER / \ cj� e la�� ►i METAL HOLD— .; DOWN STRAP NAILING IN SHIADED � AREAS: (4 FEET WIDE � ° FROM WALL EIDGE 0 SILL PLATE ANCHORS / RIDGE NOT IN(CLUDIONG V) ° OVERHANGS): EDGES & ° I D12 SLAB ON GRADE FIELD: 6' ON CENTER & RIDGE VENT DETAIL 3° ANCHORS SILL PLATE AND STUB OVERHANGS SCALE: 1"=1'-011 GO °° 9 I • TO CONCRETE SLAB ° A GO Simpson 4, , e Stlrong-Tie .1 ` . • ' Simpson Strong-Tie I� ISSUE DATE MSTI ABA44 NAILING FOR 'WALL SHEATING: ti:.:;7%' EDGES: 6' O.C. FIELD: 12' C.C. AS NOTED 013 JOIST TO JOIST CONINECTION 014 POST TO SLAB CONNECTION SCALE ROOF WALL SHEATHING,' ATTACHMENT DIAGRAM JC PAVERS(VERIFY W/OWNER FOR TYPE) W/HANDTIGHT ORYa"xla"SAND SWEPT DRAWN 2"M4" WOOD STUDS 0 16" O.C. ' JOINTS r-1,:,.I...._ "7r"`71 2"xa" wooD CORNER TYP. 2"SAND SETTING BED 11.010 2"X4" SILL PLATE .' CONCRETE SUB-SASE JOB NUMBER I It 3/4" T&G PLWOOD SUBFLOOR WITH 64-10110 W.W.M. LAG BOLT OR THROUGH BOLT RIM1 JOIST k OPTIONAL WASHER � 2"X4" SILL PLATE o d HOLE EDGE 41- WAILL STRAPS-SIMPSON ¢ DISTANCE HOLE DIAMETER r � X: X X. X X V X X EVF_RYCO HER STUD >5 8" DISTANCE> 5/8" --�""- L l � OIL STRAP 1 O� 00� 00� 00(� 00� OOa 00� OOp 00 NAIILED W/ 10D BOX o OdQO OD(��O�C7©Cj© DQ dQd O�Q©O�QC�Oman(�d O NAIILS IN ACCORDANCE STUD HOLE EDGE < QCaTnOQ rnp C� f,0 p� OR f nOn n0 �`�Q� lH W/' TABLE 3.6A WFCM I' SIMPSON HDSA METAL }� 0 HOLD-DOWN OR 2/5d SINGLE STUD .'� UPLIFT ANCHOR w t !, (2) 2" 6" ACO BASE PLATES NOTCH THREADED ROD THROUGH PLATEDEPTH HOLE DIAMETER < // •I,t ANCHOR STRUCTURE OR OR BL <1 4d 3/5d DOUBLE STUD \� �� UJ CONCRETE OR CMU FOUNDATION WALL INTO ORFOUNDATION / \ `, 1/4 JOIST SILL PLATE ANCHORS METAL HOLD-DOWN I DEPTH, MAX. 015 ANCHORS SILL PLATE AND STUD 016 UPLIFT ANCHORS _� 2" MIN. 4"COMPACTED AGGREGATE � � � : TO CONCRETE OR CMU FOUNDATION 113 JOIST DEPTH, MAX. Q Do / REMOVE DISTURBED SOIL AND ORGANIC �,/ � WALL. TRANSFERS TENSION LOAD BETWEEN FLOORS: 1/6 JOIST DEPTH, MAX. MATERIAL AND THEN BACKFILL WITH 1-L TIES STUDS/ POSTS TO FOUNDATION SOLD SAWN JOIST AND RAFTER CONTROLLED FILL. U-1z a STUD NOTCH NG/BOR NG LIMITS— z 0 z . NOTCHING AND BORING LMTSPAVING DETAIL w � ; 3 w 0 SCALE:1"44 C2 TITLE eii i 85'-9'/z" 22'-011 35'-8'h" 281-111 V 91-211 1 f� — ' 8/211 91-211 z 4„ U 11 = W ' 1 r A n + /t n .� C +-, n + �! `" ♦ s3 E i'1 s* + eI ti ` c*% "1 r •1 r _________________________y____a_-__--_-._—_._,___ ---------------- ----------------------------- M L� 51MP50N MOMENT FRAME OMF 912 - 16X10 O- /�, O i I O u I .I I F -•a I 1 1 O '' i H W � . I Q 1 i � l Wo 0 _ b 1 4'-1'!2" 10'—op' T-10'/z" 36'-3/" ��-+ tet- � H . i o o IL A H STEEL FOOTING 2'X3' 2'— 1' 2Q" STEEL FOOTING 2'X3' t PILE CAP(2) PILES — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PILE CAP(2) PILES � !!0 i EXISTING FOUNDATION \``••'� U1 ( — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I TO REMAIN ) FFF��iil N C� T I cn REMOVE TOP OF EXISTING FOUNDATION TO EXTEND Z ' SLAB OVER i I — z FIREPLACE 6 Q, Q ( V FOOTING i z I r1 I . 131.Ot1 I o? I I ASSUMING EXISTING — — — — — — — — — — — — — — — — — — — ( 51_011 I FOUNDATION WALL, EXISTING FOUNDATION — — — — — - - — — — — — — — — — — — — I ( CONFIRM IN FIELD TO REMAIN I I _ I I c l i I i I I I I Ln N I INSIDE OF INSIDE OF I ASSUMING EXISTINGWALL ABOVE WALL ABOVE r~ FOUNDATION WALL I CONFIRM IN FIELD I ( W W Z I I � Z Lr) I I W ( 0 N X J ' Lo 34'-9'h" EXISTING FOUQ NDATION O O I TO REMAIN • Z T I 7'-0 " 6'-11'/2" 61-11'/2" 6'-11 '12" 6'-11" I -------------—--— -— ------ ------------------___--------- -------------' —— — --- --------------- .�- 1 . -, Cn O (D p'".# p .. ,. Y "•• ` e C V = - r V i v 1 F v v r G' � n L.i� : ------------------ ---- -'--- --- -_-___-__-__----------------------- - -------- - _- ----- VJ NEW GRADE BEAM P€' HLLICIV >'°(.r :r" TY'? LL �—► HELICAL PILE"B" UNDERPINNING BRACKET ttiI _ FIN WALL FIN WALC,, —$ 61_311 61_211 9'-6" 7'—Z" 6'-11'/2" 6'-11'/2" 61-111'/2" 7'-1 11 4„ 411 :—m—,= � ,�•; NEW"("XJNC3.s'tTitJN C=;-•W)l E3F)b,M 57'-8%" ol _----__ rzel't�c7 Cir? g2',f ,. 10, FOUNDATION PLAN. SCALE: 114" 1'-011 DRAWN BY: JF 8/23/2015 �v SCALE: SEE PLAN lov cj SHEET NO: 1' t�1 a rrTIFa1 71 fi— � :r 0 0 W18X65 ANCHOR BOLTS FOR STEEL PILE CAP or 71_011 Of 3'-O" 1100 41011 12" or 8„ Z'_O" EXP.,JOINT y or 4" SLAB GRADE #3 STURRUPS oW18X65o O @15110C W E #5 REBAR @20"OC I I Z (2) 10 TON HELICOIL I I rn 10" CONC.WALL n PT4 O O PILES WORKING LOAD I / I 2"TYP. r 31_011 . — _ m � ��/� Z1 15" VJ Z L — - - - — — — — — — — — - - r #5 REBAR W O z IVL I f i < ALL PILES TO BE 10 TON2O" Q 3500psi CONCRETE V O O aw 60k STEEL PILE c0 HELICAL PILE"A" }�� CAP = _1 10 TON WORKING LOAD #5 @8" OC ea. way M ~ TOP AND BOTTOM #5 @8" OC ea. way FOUNDATION GRADE BEAM Ln TOP AND BO N STEEL COLUMN BOTTOM TYPICAL O � FIREPLACE PILE CAP PILE CAP � Q (4) @ 10 TONS WORKING LOAD """' TOP OF FOOTING 4 HELICAL PILES BELOW SLAB HELICAL PILE SPECIFICATIONS V) 1) ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS FURNISHED EXCLUSIVELY BY PREMIUM TECHNICAL SERVICES (1 -800-282-7453). ALL HELICAL PILES ARE TO BE INSTALLED BY A FACTORY CERTIFIED INSTALLER, OTHERWISE A CERTIFIED TECHNICIAN FROM PREMIUM TECHNICAL SERVICES MUST BE ON SITE AT ALL TIMES TO WITNESS PILE INSTALLATION. 2) HELICAL PILE LEAD SECTIONS SHALL BE AS SHOWN ON THIS DRAWING 3) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A 153. CUT FOOTING TO BE FLUSH 4) TF!'_ INSTALLER SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION, FOUNDATION WITH FOUNDATION WALL 5) HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20 FEET AND A MINIMUM TORQUE TO ACH -VE THE BEARING CAPACITIES SHOWN ON THE DRAWING. SUBJECT TO THE FOLLOWING rT PROVISIONS: FOUNDATION FOO 11 STANDARD UNDERPINNING ,1 A) IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE MINIMUM FOUNDATION BRAeE � DEPTH LEVEL, THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS: raj INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED TORQUE LEVEL IS OBTAINED. b) REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE HELICES.rsl • THE REVISED PILE SHALL BE INSTALLED BEYOND THE TERMINATION DEPTH OF THE 1-1/2" ANCHOR SHAFT. W ORIGINAL PILE,AS DIRECTED BY THE ENGINEER. W Ilk 10"dia. C) ADD ADDITIONAL PILES AS RECOMMENDED BY ENGINEER. '1 z A.B. CHANCE PTS B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR INSTALLING UNIT HAS BEEN (D Z � +^v 0060 LEAD SECTION REACHED PRIOR TO SATISFYING THE MINIMUM DEPTH REQUIREMENT, THE CONTRACTOR - m $"dia. SHALL INCREASE THE TERMINAL TORQUE TO A MAXIMUM OF 2 FT. LBS. W CD Q N 6) HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. ALL CHANGES IN PILE < O 0 Lo LOCATION MUST BE APPROVED BY THE ENGINEER. Z m 7) IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR 0 q � M SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE C 5 �... 0 MINIMUM BEARING CAPAC IZY 7 TON WITH THE ENGINEER'S APPROVAL THE LATTER OPTION MAY co 1. HOT DIP GALVANIZED PER ASTM A-153 (LATEST REVISION) 7. MATERIAL SPECIFICATIONS: REQUIRE THE RELOCATION OF ADJACENT PILES. LW � BRACKET BODY: PER ASTM A36 AND ASTM A570 GR50 8) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A P15 APPROVED STEEL 0 2. ASSEMBLE COMPLETE AS SHOWN IN SIDE VIEW T PIPE TUBE: HOT ROLLED MECHANICAL TUBING PER BRACKET AS SHOWN ON ENGINEER'S PIAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF 0� ASTM500. SAFELY TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. 12- 3. COVERED BY ONE OR MORE OF THE FOLLOWING UNITED LIFTING BOLTS: HEX HEAD BOLT PER SAE X429 GRADE 5. 9) V'VRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS STATES PATENTS CROSS BOLT: HEX HEAD BOLT PER SAE J429 GRADE 5. SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 5.011.336 5.120.163 8. THE C150-0121 BRACKET HAS A MINIMUM ULTIMATE at) PROJECT NAME AND/OR LOCATION. 5.213.448 STRENGTH OF 40,000 LBS. A FACTOR OF SAFETY OF 2 YEILDS. A SAFE WORKING LOAD OF 20,000 LBS FOR b1) NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE 4. DO NOT EXCEED 165 FT-LBS OF TORQUE ON 7/8"dia. LIFTING THE BRACKET ONLY. INSTALLATION. BOLTS DURING STABILIZING OR LOAD LOCK-OFF. c:) DATE AND TIME OF INSTALLATION. DRAWN BY: �F 9. THE CAPACITY OF THE UNDERPINNING SYSYTEM IS A 5. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL ABOVE FUNCTION OF MANY INDIVIDUAL ELEMENTS, INCLUDING dl) LOCATION AND REFERENCE NUMBER OF EACH PILE. 8/23/2015 THE BOTTOM OF THE FOOTING IS 10" TO 11" FOR THE CAPAICTY OF THE FOUNDATION BRACKET, PIER SHAFT MAXIMUM LIFT DISTANCE. HELICAL, PLATE, AND BEARING STRATA, AS WELL AS THE e�) DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. ; -� SCALE: SEE PLAN STRENGTH OF THE FOUNDATION TO BRACKET CONNECTION ` �¢FI(f •. f)I OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM OR 6. FOR DETAILED INSTALLATION INSTRUCTIONS. READ AND THE (DUALITY OF PIER INSTALLATION COLUMN. THREE •� ° � 'C Q FOOTING � ''-.�,;. CHANCE BULLET IN 01-9812. OF THE TABLE SHOWS TYPICAL UNDERPINNING SYSTEM " i" '6� SHEET N CAPACITIES THATARE ACHIEVABLE UNDER NORMAL I�1) TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL/ IN LIEU OF r ` : y w` n �0 a� Lct I CONDITIONS. YOUR ACHIEVABLE CAPACITIES COULD BE THIS REQUIREMENT, THE TERMINAL TORQUE SHALL BE RECORDED AS A MINIMUM - HIGHER OR LOWER DEPENDING ON THE ABOVE FACTORS. ` hl) ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION 37'-101/4" 8'-6%" 6'-11 '/2" 6'-111/2" 6'-111/2" 8'5 3/8" PROVIDE HOLES IN STEEL FOR SEE DETAIL TRUSS 1/2" BOLTS FOR WOOD BLOCKING � MOMENT CONNECTIONS WITH MOMENT CONNECTIONS WITH � AS SHOWN (�TYYP.) - W10 WEB STIFFENERS EACH END SHY A--4 WEB STIFFENERS EACH END Xao N W16X57 IL W 341-91/211 Z Ile W w o W18 W18 E) 0 X65 ,:, X65 H 0 x 00 co a z V) cn o N 36'-3 1/2 FOOTING CENTER TO CENTER CJ's 1-1/2" GROUT TOP OF SLAB 3/4" BASE PLATE 2'X3' FOOTI N G 2'X3' FOOTI N G 3/4"X16" ANCHOR 3/4"X16" ANCHOR w/ 6" LEGS (TYP.) MAIN STEEL SUPPORT w/ 6" LEGS (TYP.) 8" O M F L 9-24 6" ANCHOR RODS EXP. J O I NT 4" SLAB 20" oc w w GRADE U)/2 W/2O ° Z z � z o #3 STU RRU PS w (D CF) @15"OC � � 0 � 9.. 16'-4" g.. 14, Zm = � #5 REBAR @20110C t1. 0 co 36 11 uj co 10" CONC. WALL _ II ® � M _ 0 ry 2" TYP. C3 1' M 0 0 0 o oo 3 z 0 0 15" 5 1/2 1/2 z #5 REBAR J B °u O O DRAWN BY: IF ALL PILES TO 20BE 10 TON 3/4" 3/4" 8/23/2015 , ,if 12" 411 N BASE PLATE 1-1/2 NON-SHRINK 1-1/2 NON-SHRINK BASE PLATE 3500psi CONCRETE GROUT TOP OF SLAB GROUT SCALE: SEE PLAN 60k STEEL HELICAL PILE "A" _ unv 10 TON WORKING LOAD 17'-1 " CENTER LINE OF BOLTS ``� ° � ` SHEET NO: CONC. CONC. �r S U N Room B - B_ SIMPSON MOMENT FRAME OMF 91216X10 193 FIQ3 �d 14 c ® ® ® 17S 70 44 12 S,o ��'�� Z Q � 54 ��' W g > ® ® 0 x ® E-4 00 ry) 7�• W a ``✓ Q 00 (10 o ..� N 0 cn ® TRUSS SUPPORT --' ® ® 00 0 ® SEE DETAIL ® ® C f', FOR BACK WALL a_D PLATE ® ® 3X8 ® ® ® � 3X8 0 1/4" P LAI ® ® ® ® ! CESPLICEOF STEEL OF 2X6 18'-10 3/16" Jf 00, 181-10 3/16" WA l_L or 2 sll 37'-8%" - 23/411 BOLT HOLES: 9/16" E . BOLTS: 1/2" w/ WASHERS I ' D 3"X1 O" 1 4 TRUSS TOP PLATE GUSSET OF 2X6ALL 5/8"THREADED RODS EPDXI INTO FOUNDATION D 3X1O 1/4°' GUSSET NOTES FOR TRUSSES FABRICATION - TRUSS (TYP.) w 1 11111 1. GUSSET PLATES ON BOTH SIDES OF TRUSS W 5/8" BOLTS 2;!" 1 Z TRUSS !+ 2. INSTALL BOLTS WITH WASHERS ON BOTH SIDES Q 6 1/4 3. BOLT HOLES FOR GUSSET PLATES TO BE 9/16 FOR /2 INCH BOLTS Ir- 3/8 Z Lo - ' 3X10 " PLATE 4. DO NOT DRILL BOLT HOLES IN LUMBER LARGER THAN THE HOLES IN GUSSETS (9/16") W (o - 0) C 5. DRILL HOLES FROM BOTH SIDES TO ASSURE TRUE HOLE ALIGNMENT. .—� X I I GUSSET,., *' X3� 6. CAREFULLY HANDLE TRUSSED WHEN MOVING NOTTO DAMAGE GUSSETS OR LUMBER. `'� 0 0 (o 1/4 3.2 3X8 N 7. USE ROPE OR NYLON SLINGS TO HANDLE TRUSSES 8. ALL BOLTS TO BE INSTALLED IN ONE DIRECTION FOR ALL TRUSSES Q `� 6fz 3/8" PLATE 9. LUMBER FOR TRUSSES SHALL BE #1 GRADE KILN DRIED DOUGLAS FIR, S4S, HAND N`$/8�- BOTTOM co 3 2X6 BLOCKING /' '�-� c � C!) � Oc� PLATE OF TRUSS SELECTED FOR APPEARANCE. tW co BELOW TRUSS GYP.) 5/8" BOLTS 10. ALL STEEL AND HARDWARE TO BE PRIME COATED MED COATED. TOP �- BOT. W16X57 USE 5/8" HIGH STRENGTH 0 N BOLTS FOR CONNECTIONS C-C COLUMN CONSTRUCTION NOTES �- OLUM 65" 5 8" 1. COMPLETE THE FOLLOWING CONSTRUCTION PRIOR TO STARTING CENTRAL TRUSS AREA. TOP OF W16X57 a. COMPLETE CONSTRUCTION ON BOTH NORTH AND SOUTH WINGS INCLUDING C ,� TRUSS EXTERIOR SHEATHING. r- 3X1 O b. FRO NT WALL AN D S H EATH I NG. DETAIL FOR TRUSS SU PPORT BACK WALL 5/8" PLYWOOD c. NORTH 7-�1/4" GABLE WALL AND SHEATHING DRAWN BY: JF 2. BUILD TRUSSES AND STACK ON SOUTH SIDE OF LIVING ROOM. 2X6@16'OC BOTH SIDES ') GUS'SET 3. INSTALL ALL TRUSSES AND STACK ON SOUTH SIDE OF LIVING ROOM. OF WALL '- 11 «o 4. DO NOT INSTALL MORE THAN 2 TRUSSES BEFORE INSTALLING STRUCTURAL PANELS. 8/23/2015 IMBED 5/8" RODS 3X8 1/4,t 5. DO NOT LEAVE TRUSSES OVERNIGHT WITHOUT HAVING THE BAY PROPERLY SUPPORTED. 12" INTO FOOTING BOTTOM 6. BOLTS FOR STEEL CONNECTIONS TO BE HIGH STRENGTH ROUND HEAD SHEAR BOLTS SCALE: SEE PLAN MINIMUM OF TRUSS 5/8" DIAMETER. 5/8" PLYWOOD 7. STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRI RTO SHEET X10: TOP OF SLAB a _ 4 < „ O �`Q e Q`� . SHEATHING BOTH FABRICATION. p 5/8 BOLTS SIDES OF WALL. ( ) NAIL 6 OC " ti n n n D—D TRUSSSUPPORT AT FRONTLL All .....J.+ 6.., .. MEL Irl 1U Imme5l -x T R WL OW I Ro U 60U FiOL ON ALI " ATIWN I I D N A N Dw iw"j 1 ® x i '• 1, a. � �' q ABBREVIATIONS SITE PLAN IS BASED ON SURVEY PREPARED BY X PERCENT LISA McQUILKEN, LAND SURVEYOR rrt!\IED ' & AND FA FIRE ALARM FLOOR AREA RATIO O.D. Illi o C ON CENT DIAMETER �'` S UU 026'' CANAL �� AT F.A.R. DATED APRIL 19 2012 OF 20„E T POUND OR NUMBER FD FLOOR DRAIN 0/H OR OVHD OVERHEAD n � XISTING wO,Op � h,��r 11 . =• FON FOUNDATION OPN'G':}) OPENINGS) BULKH�gQ ANGLE FE FIRE EXIT OPP OPPOSITE LOT 24, SUBDIVISION MAP OF WILLOW POINT � 30Pv"o (5 ppPEAU ACT ACOUSTICAL CEILING TILE F.E.C. FIRE EXTINGUISHER CABINET OWSJ OPEN WEB STEEL JOIST Cd 7 ADD'L ADDITIONAL FBO FURNISHED FLOOBY R OTHERS Oz. OUNCE FILE NO. 4652, FILED JUNE 16) 1966 1� W In E F FINISH ADJ ADJACENT OR ADJUSTABLE PERF. PERFORATED ,(�, 1r tip ( � Lr) 0 AFF ABOVE FINISHED FLOOR FFD FUNNEL FLOOR DRAIN PL PLASTER S.C. TAX N o. 10 00-56-05-26 `.+ 00 U ALT ALTERATION OR ALTERNATE FH FIRE HYDRANT pLAM PLASTIC LAMINATE �y�S��N�pO C"� -- ALUM FIRE HOSE CABINET pLYytilL PLYWOOD I -� � ALUM ALUMINUM FIN. FINISH W pOL POLISHED � � APPRPPR OX. APPROXIMATE dam' �� AANODIZE F1XT FIXTURE POLY POLYETHYLENE OR POLYURETHANE U3 Q ARCH ARCHITECTURAL FL FLOOR PR POWDER ROOM ASTM AMERICAN SOCIETY FOR TEST MATERIALS FLUOR FLUORESCENT PR. PAIR rn EXIST. IN GROUND H F.O. FINISHED OPENING b> SWIMMING POOL cfl o; A-V AUDIO-VISUAL FOB FACE OF BRICK PREF. PREFERRED DRAWING LIST. "' �? •. T3 EAB PREFABRICATED •'- AVG AVERAGE FDIC FURNISHED BY OWNER, PRF O W (Q PSF POUNDS PER SQUARE FOOT O U-) INSTALLED BY CONTRACTOR TITLE SHEET/SITE PLAN!ZONING INFO. A.01 PROPOSED EXTERIOR EXISTING SLATE PATIO (� 0 BE4– BE BOARDT. BETWEEN PT PAINT PS! POUNDS PER SQUARE INCH PROPOSED FIRST FLOOR PLAN A.02 SPIRAL STAIR f11 W r-! FP FIREPROOFING PROPOSED ELEVATIONS A.03 J 357 . j BLDG BUILDING FR FIRE RATED OR FIRE RATING PTD PAINTED r I Q BLK BLOCK FT FOOT OR FEET PART. PARTITION PROPOSED ELEVATIONS A•04 FXIST. , BLK'G. BLOCKING FTG FOOTING PVC POLYVINYL CHLORIDE 2213 �r o EXIST. SUNROOM o EXIST 16�� ~�� z M U BLKD BULKHEAD FTG FURRING �, v7 �111)Pl�) L�ABOVE -- 28 ' !� BM BEAM FLIT. FUTURE Q.T. QUARRY TILE a• �r ---EXISTING FOOTPRINT QTY QUALITY 35.7' TO REMAIN N B.O. BOTTOM OF H fn� O BIS BOTH SIDES GA OR ga. GAUGE R RISER l/ N 0 < r\ BSMT BASEMENT GALV GALVINIZED R. RADIUS CENTERLINE G.W.B OR GYP.BD. GYPSUM BOARD RB RESILIENT BASE F- EXISTING 1-STORY FRAME-STONE/VINYL RESIDENCE zo �' ; CAB. CABINET GC GENERAL CONTRACTOR RD ROOF DRAIN _ _ _ _ _ _ — GFI GROUND FAULT INTERRUPTER RE: REFER TO f � PROPOSED SCOPE OF WORK AS PER GENERAL NOTE�t c`� CAP. CAPACITY J I © , CJ CONTROL JOINT GL GLASS REBAR REINFORCING BAR CL CLOSET GP GEORGIA-PACIFIC REC'MD RECOMMENDED0 >H CLG CEILING ''– EXIST.2g 7., , GYP GYPSUM REF. REFERENCE OR REFRIGERATOR CLK'G CAULKING CA 57.7' ? 28.2 EX15T.18.8' Ln CLR CLEAR HC HOLLOWH.B. HOSE CORE Sim SHEET LEGEND: p `� L CMU CONCRETE MASONRY UNIT H/C HANDICAPPED SIM SIMILAR00 C.O. CLEAN OUT SPEC SPECIFICATION — — — — — COL COLUMN HDWD HARDWOOD SPR SPRINKLER C — — — — — CONSTRUCTION TO BE REMOVED 0 EXISTING AREA OF REMOVAL � � H HDWR HARDWARE � EXISTING ri N -- CONC CONCRETE HM SQ. OR SQUARE M I N LU WALKWAY M �- S.S. STAINLESS STEEL EXISTING CONSTRUCTION TO REMAIN ---- PROPOSED ENTkf FRAME CONST. CONSTRUCTION HORZ. HORIZONTAL CONT CONTINUOUS ST STONE O N a CP CONTROL PANEL HSS 01M (POS AND FRAMES) STD STANDARD PROPOSED CONSTRUCTION �- O , .`�..' f`` EXIST.GRAVEL DRIVEWAY X �"'� CPT CARPET NGT HEIGHT ✓TI- STEEL C} �, Co 0 (f C.T. CERAMIC TILE STOP STORAGE W EXIST.GRAVEL j W HVAC HEATING, VENTILATION AND ” CTR CENTER AIR CONDITIONING STRBU' STRUCTURAL ALIGN DENOTES ALIGNMENT OF /� �} a �RiVEWAY -N•1 CF CUBIC FEET HWH HOT WATER HEATER SUS` : SUSPENDED INDICATED SURFACES i Q CY CUBIC YARDS SV SHEET VINYL �•J' 20 "�• f �= I �- 0 � D _ CLOTHES DRYER 1!4 INCH T TREAD ? SECTION REFERENCE NUMBER DGG DENSGLASS GOLD FIREGUARD INCL INCLUDED OR INCLUDING TDD TO BE DETERMINED DRAWING REFERENCE NUMBER p� - r....`� DEG. DEGREE INSUL INSULATED OR INSULATION TEL TELEPHONELU O �.1 w DEMO DEMOLITION INT INTERIOR TEMP TEMPERATURE OR TEMPORARYQ 9.8 � --._. _- w D.F. DRINKING FOUNTAIN TER TERRAllO DIAG. DIAGONAL JANT. JANITOR T & v TONGUE & GROOVE /f_ INDICATES ELEVATION NUMBER R= 298.79' � DIA. !� DIAMETER JT JOINT INDICATES SHEET NUMBER m DIFF DIFFERENCE OR DIFFERENTIAL THK THICK L LINEN T.O. TOP OF L=99.08' N DIM DIMENSION OR DIMMER (LIGHTING) LAB LABORATORY TOC TOP OF CONCRETE WILLOW POINT ROAD ON DOWN LAM LAMINATE TOS TOP OF STEEL OR DTL DETAIL LAV LAVATORY TYP TYPICAL '� INDICATES PHOTO PLAN � DW DISHWASHER OR DRYWELL LB(S) POUNDS) SITE & PHOTO PLAN � LIN LINEAR OR LINEAL UL UNDERWRITERS LABORATORIES INC. .-« LT LIGHT DWG(S) DRAWING(S) SCALE:Ys°=1O`-0" U.O.w. UNLESS OTHERWISE NOTED DETAIL REFERENCE NUMBER E EAST LP LEACHING POOL USG UNITED STATES GYPSUM CORP. ? DRAWING REFERENCE NUMBER r ??. o EA EACH Li MAS MASONRY INDICATES AREA OF DETAIL N EIFS EXTERIOR INSULATION & FINISH SYSTEM MAX MIMUM VB VAPOR BARRIER tri EJ EXPANSION JOINT MECH MEC AN CAL VCT VINYL COMPOSTION TILE INDICATES NEW DOOR EL ELEVATION VERT VERTICAL ELEC ELECTRIC OR ELECTRICAL MED, MEDIUM VEST. VESTIBULE REVISIONS EMER. EMERGENCY MEZZ MEZZANINE V!F VERIFY IN FIELD �.,..�n�;�. ::„.:.-°::•.:;,-_.,-�_ MDF MEDIUM DENSITY FIBERBOARD GERERAL NOTE#1 (SCOPE OF WORK): AS NOTED SNCL ENCLOSURE VOL VOLUME BREAK MARK EP ELECTRIC PANEL MFD MANUFACTURED VTR VENT TO ROOF -EXISTING FOOTPRINT TO REMAIN WHERE INDICATED. – – – – – ELEV ELEVATOR MFG MANUFACTURING VWC VINYL WALL COVERING -INTERIOR ALTERATION AS PER A.02. SCALE ENG. ENGINEER MFR MANUFACTURER -PROPOSED FRONT ENTRY FRAME, ROOF MODIFICATION,AND SPIRAL STAIR IN RF�,R. JC EPDM ETHYLENE PROPYLENE DIENE MONOMER MH MANHOLE W CLOTHES WASHER OR WEST W/ WITH (SYNTHETIC RUBBER) MILL MILLWORK ZONING INFORMATION: DRAWN WC WATER CLOSET OR WALLCOVERING �::p-.�. ��° - < MIN MINIMUM WC LOT LESS THAN 20,000) EPT EPDXY PAINT MISC MISCELLANEOUS WO WOOD — — — — — 5.20.15 EQ EQUAL W/:) STACKED WASHER/DRYER ZONE: R-40 ALLOWED EXISTING PROPO:: )ED TOTAL SF – – – – – – – EQUIP. EQUIPMENT MM MILLIMETER WDW WINDOW — _.__ — DATE EST ESTIMATED M.O. MASONRY OPENING WIG WALK-IN CLOSET LOT COVERAGE MDFD MODIFIED E.W.C. ELECTRIC WATER COOLER MMETAL W/0 WITHOUT REQUIRED LOT SIZE 40,000 18,217.38 - - 11.010 EXIST EXISTING N NORTH WP WATERPROOFING OR WALLPAPER JOB NUMBER EXP EXPOSED NAT NATURAL WR WATER RESISTANT — '-- �;=^�-a ;„•-� rr• �:. ;% , EXP. JT. EXPANSION JOINT NDL NO DOLLAR LIMIT WT, WEIGHT NO CHANGE TO EXISTING FIRST FLOOR AREA 20% (3,643.4) 3,581.9 -4� '' 3,538.2 EXT EXTERIOR NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC — — — — — — — — — - - — 0 Q NO. OR No. NUMBER W14M WOVEN WIRE MESH NOM NOMINAL N.T.S. NOT TO SCALE YR YEAR — — — — — — — — — — — — - - — SETBACKS (MIN. REQUIREMENT)- — ALLOWED—EXISTING PROPG-eED Q FRONT YARD 35.0' 47.4' 47.27'T0 ENTRY REAR 35.0' 39.6' - TO BULKHEAD - 0 0 MIN. SIDE YARD -FIRST 10.01 16,0' - -SECOND 15.01 22.0' W LL AGGREGATE SIDE YARD 25.0' 38.0' - W Q CL Bldg Dept copy from ZBA I t1JI Final reviewed documents 1 1 1 W F....{ ZBA File# _j W Date: / / � I Z • H H `.J I � TITLE p 1 2 V� EXISTING FOOTPRINT.NO ENCROACHMENT TOWARDS CANAL 10 EXISTING FOOTPRINT EXISTING FOOTPRINT EXISTING FOOTPRINT 100. PROPOSED OUTDOOR i O u) E SPIRAL STAIR TO SECOND FLOOR — — 0o U j- SUNROOM EXISTING NEW DOOR IN MODIFIED OPENING I I CONSTRUCTION,TYP_ � NEW WINDOW IN NEW WINDOW IN W I M6 = 1 ,2 DIFIEDOPENIN MODIFIED OPENING Q � ■ � � / H Z � � L0 V) U-11 tf LINE OF WINDOWS ABOVE 1 EXTENT OF TRUSS C� ,,i .''' ,, ,ft` /. /,'/.�/,/ ,., /o`" r/` ,// ,'/. , ', .r � r J't .'r BATH t V ' r /' /' !'' / :/„ /`III. ;/ Jr, :'/.' •°,+ ! ,.% \ / \ /% �` ; Cl,. ' i ''�//'' , /;/'/ ,,^'` , rti /' ,, f�J�, ,t'' i`' ,/ i°`r, �. � c/ O Z U-1 Uj < (''\ BEDROOM ' ',/ ,' I % ' ' 701 j%/ ' //' ,/'� >z �_ ¢ Q. C6 DINING ROOM i ' ` t/' / '/ ,i///., �/ r , ,, ,; `. ' z LL M CI� � M1 38.8 M2 = 75 �/%,'. - - - - - - - I ' ',`, `' `i` ,j/ 'i'f%/�/!/ �j%! % J %:r/.J/, .,+,'`' 1' // I t,., f /t,/°r ,/ r</j .� / � r//J�.,f' ,�' r, / / E w ¢ — — — — — — — — — — — — — — — — — — � — / � C r�` ,/+� / /'�° '�/ / '/NN/� '�:, `'�%'t; ,�'/'i : ' � ...;., J �/�y `` S ;+ r r I— I ! j/ / .' '_°/.' 'r' ,F i° ^//, r. ! ,'/err•,,/ / /,, ,F �,f�,.r'% � Ld / Ci o Q i I I I I % �;. ,! ` ' / %J /',' / %% W A.06 ~ Ltd O o 0: M ./, �/ /, ;,.� ,/.; ,%, ,: �' ;� BAR /..'r, ,',j// / r r^'i., ,'' r Z 00 Lu 3 / / J 3 rt . V/ PROPOSED o KITCHEN DI RY �-- CONSTRUCTION,TYP. I % U /r / `` /', '%,j f' / '`; %J ,J % //, / g M r/ WE z FIREPLACE I I / W /,' rr / ,� /'/ �f, ' ;,,, ,r� ,,/i ./ r,t,' F F` ;.' ,, o BEDROOM — — I a ' /`, ''/'/ /,/ r '/ w (!) A.05 _ / W / i J D Y Y I I `/ — — — ''`.,;r,''' //% ' ,/J///'/i/,;°,' ''/>,' ,'/r'/'r %f%'''.';,'��,' / / ,/,.''` ''ti`,�/• ' - Ln W ''' i ) HALL EXISTING CONSTRUCTION / / I f� �[$II I / ��r�,F,''/ :t/ / rr,, •�%/ /j ', //,,f /f��/�J1 'fi/,1 r�,!/, r TO BE REMOVED,TYP_ Li I W-F- —J- — y — -J ; � '�/,%'`` r :j '••/'/ ,,/`%•`'%.��/ ff �j''' j'!.+!ti,'`/i'/�',r jr//,,` ,�^' HALL %i'',/;�,,''' .J//,;i%t'''',./rF,.rt��.'''•'i /�+'�.�r/�'''t 'r�r,/ / I Z00/m/, '' // .'l /'•`' // °�� r�/ `' i'' // J >� ,r'' r�,!///r'rf' r,' / /`r/ r,. �/,` /•f'',��t"r' ////',i>`' ^' ✓/�F' W 6 8 , ' ;�./,,`/; J '�' � .;t. „''^ I LIVING ROOM I � / ;,' :' ''%t/'`�%''/' ,'•''r:ii/ ,%!;�' ,`/' '° '-;r<' ;, m LL � '�j/ � C 1 �,^' Q %/ t'//i ':/ ',/�f /' /,' i' //� / i ' /t' ;J' t'�:•,! / ,r / 1 �'/�! ,,,Jrrr ' �' r J .' LI- C :/''+'r',''` t//'” / %%•!„/ ',/'''/` F� ' , •% J /'% , 7 HALL PANTRY ,r/`,F , �%,Ft '''.' f,''. / .r/t - , , ,^ Y`l....,!' t ,. ( �� r t' , ,,/./ ,f,'',,, .t%'�J'"� ./`/r` d,/ t /,•'/!`.!``r/^' t'F� r / W , ./ , �r`'�/,,� . /, ,/ /r',� s /�/ ' f i ;;.' �� r,• / r, /t / �./'/'�` ' ''' ,J /.`,// ,'',,,'////'`'� r';,� � f / r'.+•// rFF `�� tr /// ts'''r/!'i/ t jrf/ '' - / :' i / ./`' ,r/;/i``' ,;J/' F;' ti'i ,.//,.,%.•//.'J l F—t ' M3 I PROPOSED 3,5382 SF /rte.'/.,r'l/,%/''/./>r:,• /, rt% �,,'' ' �.'fir'•/,/ '!' ; , - - - - 0 NEW WINDOW IN I � — I L — — — � MODIFIED OPENING ]� - - - - - - - - - --- - - - - - . \\ // w �� ' / '� REVISIONS PROPOSED FIRST FLOOR PLAN 1� LL a. cr SCALE:Y4"=1'-0” cc — 74��_1�-0�� — ■ PROPOSED COVERED ENTRY FRAME 28'-2" "' SCALE EXISTING FOOTPRINT JC DRAWN 5.20.15 A.05 DATE '.. .. ."I'd 11.010 JOB NUMBER AREA TO BE MAINTAINED (M#) m ,a M 1-M8 AREA = 11081 .4 SF REMOVED AREA = 21500.5 SF TOTAL AREA (EXISTING FOOTPRINT)= 31581 .9 SF + U PROPOSED FIRST FLOOR AREA= U— z m 0 � <0 79, THEREFORE WE ARE MAINTAINING 30.2% OF THE AREA t� 0 CC c./) I`— I m F CL p aC z Bldg Dept copy from ZBA O W h„■� ' I z 0 Final reviewed documents `„J ZBA File # Zp Date; U— Q TITLE r' ` *'o: 17 17 `V PROPOSED RIDGE `"" u rT ( hfj��TTT I I III I I 1 0 ._. _ . _ I a I 1 11 I"Fir t..,l - __, -- EXISTING ■ - . T1 _ . -._ -:i-.. I N Imo' - I - - _- . -.. - "tJ) - I LLj - - � -1711 W w — — ..-1 -=!�Ca- T M 71 I co LEL r] r� d%i _ _ - - - o T 17F / N "FTFTM ' - I - j / - - - - - - - H Q Lill EXISTING FIRST FLOOR T - I _ / �� \ / � \ / rf \ \ ri NEW WINDOW IN FRONT ELEVATION MODIFIED OPENING ') SCALE Y4"=1'-0" O co Lr) W O i < o- O �► PROPOSED RIDGE `14 uj uj W Ar Of - m N - NOTE: OLLPLATE HEIGHTS TO REMAIN ON LL . _ __ .. ___ _. _ - _. - __ BEDROOM SIDE AND GARAGE SIDE. w 12 12 NEW ROOF FRAMING FOR BETTER PITCH � _M 81 18 Ln - tri r-1 OUTLINE OF EXISTING oz C7 _ . HOUSE,TYP. Ln w 22 LO - —- - LUCD 11 11 8 1 ¢ W - -— G` u' 0 O w REVISIONS - , o cr LL F 2 Y411 zLu Q SCALE 0 z ... c� o JC - - - - - - - I hi D RAIN N 11.010 W JOB NUMBER EXIS rING FIRST FLOOR NEW WINDOW IN NEW WINDOW IN NEW WINDOW IN MODIFIED OPENING MODIFIED OPENING MODIFIED OPENING01 r r� /� VJ 2 LEFT SIDE ELEVATION Z SCALE Y W O"=9'-0" I'_ � I V Iw .9 Bldg Dept Copy from ZBA ^ I m ' Final reviewed documents I..L > ZBA File # �" / 0 Z " Date: / / 0 W I Z ; z 1 � CL W I � TITLE PROPOSED RIDGE `~ 0 L � o 0 W OUTLINE OF EXISTING H 0) HOUSE,TYP. r Uj (10 0r_ '-q -p IIIIIII Ilk Ili 1111111 1111111 1111 Ill I Ill Ill 1111 Ill 11 11111 1111111 11111 111 z H � - �+- i N r 0 ul LQ U 1 r - - - - _ 0 M LLJ _ - �T- C11- , j 0 Ll _ 1-1: :_ I L o _ 111111 1 HIM I I PROPOSED SECOND FLOOR t Lin ----- _--- I __ _ _ __ _ _ _ _ _ - __ ___- = - r* to TITF T17TT-1 - � Ili - - - - EXISTING FIRST FLOOR !_L_ _ X � U NEW WINDOW IN NEW WINDOW IN NEW WINDOW IN NEW DOOR 1N MODIFIED OPENING m MODIFIED OPENING MODIFIED OPENING MODIFIED OPENING Ln W 0 1 57 r-i < a. 0 r-, REAR ELEVATION -f SCALE:Y4"=1"-0" w `V PROPOSED RIDGE Uj T Q m N O 12 = 12 U- 81 - —1 g 0 NOTE: - PLATE HEIGHTS TO REMAIN ON �? BEDROOM SIDE AND GARAGE SIDE. NEW ROOF FRAMING FOR BETTER PITCH _ T-...:..::. u1 r I � - -- l - - z ITT t - MILI N _ �. 12 12 - `� 1 6 - REVISIONS a - = M 9 --Ml T F-1-1-1 I TT p a - CL_ u- a g - -.� 1 -- SCALE g W ... z :L- OUTLINE OF EXISTING JC — - HOUSE,TYP- DRAWN ,..,,w :., r� ? y . .. . . . . . . . . . . . _ �'` `':-- 5.20.15 DATE . . . . . I . . . . . . 11.010 W . . . . . . . . . . . . . . . . . . . . . . . .. . . . JOB NUMBER . . . . . . . . . . . . . . . .. . . V 77 - 4 . . . . . . . . .. . . . . 1 EXISTING FIRST FLOOR NEW WINDOW N dODIFIED OPEN( G EXISTING RIGHT SIDE ELEVAI' ON W O C!) i SCALE: a"=1'-0" LLJ cC ^ r) i Bldg Dept copy from ZBA Final reviewed documents O 0 I Z ZBA File# W Date: - - - LZ W X15 TITLE p AD2 U 5 o ABBREVIATIONS SITE PLAN IS BASED ON SURVEY PREPARED BY PERCENT LISA MCQUILKEN LAND SURVEYOR & AND FA FIRE ALARM O.C. OR o.c. ON CENTER S 88°26� n CANAL ® AT F.A.R. FLOOR AREA RATIO O.D. OUTSIDE DIAMETER DATED APRIL 19 2012 OF20 POUND OR NUMBER FD FLOOR DRAIN 0/H�OR OVHD OVERHEAD EXISTING WO E 4 ANGLE FEN FOUNDATION OPN G(S) OPPOSITES) LOT 24, SUBDIVISION MAP OF WILLOW P ICJ I N T ��BU`K"�° 3 FE FIRE EXIT OPP OPPOSITE ACT ACOUSTICAL CEILING TILE F.E.C. FIRE EXTINGUISHER CABINET OWSJ OPEN WEB STEEL JOIST cd ADD'L ADDITIONAL FRO FURNISHED BY OTHERS Oz. OUNCE FILE NO. 4652, FILED JUNE 16, 1966 W FF FINISH FLOOR ADJ ADJACENT OR ADJUSTABLE FFD FUNNEL FLOOR DRAIN PER' r. PERFORATED 110041 �� ( 0 AFF ABOVE FINISHED FLOOR PL PLASTER S.C. TAX No. 1000-56-05-26 CO ALT ALTERATION OR ALTERNATE FH FIRE HYDRANT PLAM PLASTIC LAMINATE ALUM ALUMINUM FHC FIRE HOSE CABINET PLl�'!D . PLYWOOD / -•". 6v�� ANOD. ANODIZE FIN. FINISH O W M FIXT FIXTURE FL FLOOR POL` POLISHED 2 0 APPROX. APPROXIMATE "' POLYETHYLENE OR POLYURETHANE m Cn ARCH ARCHITECTURAL FLUOR FLUORESCENT PR POWDER ROOM �, EXIST. IN GROUND 19- FLUOR I-9 a ASTM AMERICAN SOCIETY FOR TEST MATERIALS PR. PAIR &3 0 F.O. FINISHED OPENING SWIMMING POOL o; A-V AUDIO-VISUAL FOR FACE OF BRICK PREF. PREFERRED DRAWING LIST: M � � � ul AVG AVERAGE FOIC FURNISHED BY OWNER PREFAB PREFABRICATED � � � R3 ' PSF POUNDS PER SQUARE FOOT INSTALLED BY CONTRACTOR AR NC TITLE SHEET/SITE PLAN/ZONING INFO. A.01 PROPOSED EXTERIOR EXISTING SLATE PATIO O ® L17 y— to BD BOARD PSI POUNDS PER SQUARE INCH EXISTING FLOOR PLAN &ELEVATIONS A.02 SPIRAL STAIR m --� r_4 BET. BETWEEN PT PAINT BLDG BUILDING FP FIREPROOFING PROPOSED FIRST FLOOR PLAN A.03 I �o I W J Od- FR FIRE RATED OR FIRE RATING PTD PAINTED 35.7' BLK BLOCK FT FOOT OR FEET PART. PARTITION PROPOSED SECOND FLOOR PLAN A.04 BLK'G. BLOCKING FTG FOOTING PVC POLYVINYL CHLORIDE PROPOSED ELEVATIONS A.05 EXIST 22 01 �= o EXIST. SUNROOM —p— U , EXIST. 16.0' BLKD BULKHEAD FURR FURRING PROPOSED ELEVATIONS A.06 22.0' Cn Er, < �' 0 Q.T. QUARRY TILE BM BEAM Fur. FUTURE Qn QUALITY AREA ELEVATION STUDY A.07 35.7' B.O. BOTTOM OF Ln � O B/S BOTH SIDES GA OR ga. GAUGE R RISER O Q PROPOSED SECOND FLOOR ADD T ON ND a BSMT BASEMENT GALV GALVINIZED R. RADIUS FLOOR ADDITION M OO CENTERLINE G.W.B OR GYP.BD. GYPSUM BOARD RB RESILIENT BASE EXISTING 1-STORY CAB. CABINET GC GENERAL CONTRACTOR RD ROOF DRAIN ' FRAME-STONE- — — — — — — — CAP. GFI GROUND FAULT INTERRUPTER RE: REFER TO I VINYL RESIDENCE I-- i CAPACITY !, PROPOSED ,,„�,„,�.„,� CJ CONTROL JOINT GL GLASS REBA14 REINFORCING BAR ROOF ENLARGEMENT � N CL CLOSET GP GEORGIA-PACIFIC REC'MD RECOMMENDED E--i CLG CEILING GYP GYPSUM REF. REFERENCE OR REFRIGERATOR EXIST J CLK'G CAULKING 29.7' IJ(IST.18.8' J H.B. HOSE BIB SHT. SHEET F..r 61.6' a' �•-� Ln CLR CLEAR HC HOLLOW CORE LEGEND: -� Ln CMU CONCRETE MASONRY UNIT SIA! SIMILAR 00 C.O. CLEAN OUT H/C HANDICAPPED SPEC SPECIFICATION _ 0 COL COLUMN HDWD HARDWOOD SPR SPRINKLER E _ — — _ _ 3 CONSTRUCTION TO BE REMOVED O EXISTING EXTERIOR WALLS CONC CONCRETE HMR HARDWARE SQ. OR SQUARE m { N LU EXISTING TO BE REMOVED M s WALKWAY PROPOSED ENTRY FRAME CONST. CONSTRUCTION HORZ. HORIZONTAL S.S. STAINLESS STEEL EXISTING CONSTRUCTION TO REMAIN .� p I � CONT CONTINUOUS HR HOUR ST STONE 0 N M X CP CONTROL PANEL HSS b&Offo%(PMS AND FRAMES) STD STANDARD PROPOSED CONSTRUCTION %� vCO EXIST.GRAVEL DRIVEWAY 0 lO V CPT CARPET NGT HEIGHT STL STEEL C7 . N ° v� m (n C.T. CERAMIC TILE HVAC HEATING, VENTILATION AND STO^. STORAGE p �" =XIST.GRAVEL j In W CTR CENTER STI' ' STRUCTURAL ALIGN N °- :�'tiVEWAY -J AIR CONDITIONING DENOTES ALIGNMENT OF // crj O CF CUBIC FEET HWH HOT WATER HEATER SUsf), SUSPENDED INDICATED SURFACES (r // a :1 r-i < CY CUBIC YARDS SV SHEET VINYL �/ 20501 '�' �- O n D CLOTHES DRYER IN " INCH T TREAD SECTION REFERENCE NUMBER DGG DENSGLASS GOLD FIREGUARD INCL INCLUDED OR INCLUDING DRAWING REFERENCE NUMBER }r-7 r7 DEG. DEGREE INSUL INSULATED OR INSULATION TBD TO BE DETERMINED S 87°'S� �0�� ,,••• TEL TELEPHONE J W DEMO DEMOLITION INT INTERIOR TEMP TEMPERATURE OR TEMPORARY, 49.8 D.F. DRINKING FOUNTAIN TER TERRAllO" DIAG. DIAGONAL JANT. JANITOR T & G TONGUE & GROOVE ? INDICATES ELEVATION NUMBER R- 298.79' DIA. 0 DIAMETER LT JO I INT LINEN THK THICK INDICATES SHEET NUMBER L.�99.08� DIFF DIFFERENCE OR DIFFERENTIAL DIM DIMENSION OR DIMMER (LIGHTING) Lag LABORATORY TOC TOP OF CONCRETE WILLOW POINT ROAD DN DOWN LAM LAMINATE DR DOOR TOS TOP OF STEEL DR DETAIL LAV LAVATORY INDICATES PHOTO PLAN ELL LB(S) POUND(S) TYP TYPICAL 1 SITE & PHOTO PLAN DW DISHWASHER OR DRYW LIN LINEAR OR LINEAL DWG(S) DRAWING(S) LT LIGHT UL ; UNDERWRITER'S LABORATORIES INC. SCALE:Ye"=10'-0" U.O.N. UNLESS OTHERWISE NOTED — DETAIL REFERENCE NUMBER 2 E EAST LP LEACHING POOL Vsr UNITED STATES GYPSUM CORP. ! I ?�] DRAWING REFERENCE NUMBER ?/ f``a;i?r6,{+�. ,L'{.�';" ! 'e?*!r,Y,.y;iyu. x,7✓i;I'f:"q 4.7 ., '"v;ea,'d'.;qq:r!, } ,.,; +',;1'r ".d�J7 Si1•;',%.' ;{^.i'; ^il,' '^' S '$i5: n:.dB�° Zc� EA EACH "'xMAS MASONRY INDICATES AREA OF DETAILI I SYSTEMVB R& F N SH EIFS EXTERIOR INSULATIOFJ MAX MAXIMUM VINYL CMP tlTILE VCT L 0 OS ON EJ EXPANSION JOINT Sr. 6'< s�'p. �i'•' M C MECHANICALDOOR INDICATES NEW VERT VERTICAL EL ELEVATION .. MED MEDIUM REVISIONS VESTIBULE 5.V VEST. ESTIB LE ICAL y/ E EC RIC 0 EL CtR' ELEC >. SCOPE OF WORK: ,e, y S' i �] MEZZ MEZZANINE -,�. �'"I" ''��^J' arw -:nl- 'e:' •k. l}i ,.5 Nrc �y. / i V V-:4. yam, ,�j�,i� a VERT IN FIELD fl „•q5' ,rfi' 11 EMERGENCY VIF FY F c�':':. EE EC EWER. :.,,• SE N T _ CO D S ADD T N ORY 110 T N E ;NG 1- T 0 A XIST 1 -STORY HO "r •`� USE BOARD AS TED MEDIUM DENSITY FIBER `., 0 F ED M D TY ry ,<. s ::; .��.:�`' ,sur ;,>'• � v VOL VOLUME �•.:; ,.:'.; ENCLOSURE , , N C EA MAR " BREAK K — �b-*f S.J .,.: "!� ,`' NO CHANGE T EXISTING MAI FOOTPRINT :, 0 S G N FOOTPR N A "Pr t,�• 0 ROOF �1• ':�.- , r-- •t E VENT T �';� -..� �`' MANUFACTURED VTR �'., MFD .;��`� x NE _ 4 � ;µ' ELECTRIC PANEL P ELE "` E � - . 'r ,':,;:I: SCALE L> . : t: t FIRST FLOOR E: E SCOP INTERIOR LT T ORA RA ION SPIRAL STAIR IN REAR FRONT ` RO T ENTRY FRAME VINYL WALL COVERING VWt. , MFG MANUFACTURING VATOR ELEV ELEVATOR a„ •v ,w hii y I E ND S C FLOOR CPE: PROPOSED ADDITIONS 0 0 S 0 ROPOS A ION AND S ROOFENLARGEMENT 00 F MAN MANUFACTURER "d Po ,M'; .ie rxi R ENGINEER '� •� r ENG. { JC WASHER OR WEST CLOTHES W R ua.< <t4 ':t" j l' '�CI�, - r',Nr- 4/ y MANHOLE • ,L� MONOMER E DIENE M R - N PROPYLENE ti'l,t. EPDM ETHYLENE P �` 3 WITH >� �• W ;��- •�� ZONING INFORMATION: / 1 1 '• V' .�..,' 0 G �,.I.,; ,it;r � R a: D ''LI a. •..sRAW N MILLWORK ,�,: ��"�: MILL LL K z.' ! .� > `'4: .t� IC RUBBER) :-�'r= �`��r4:�« �. k. ,r .� (SYNTHETIC WA COVERING , r y�l. WATER CLOSET OR LL .a,,^ L LE k � (NON-CONFORMINGOT THAN 20(00 ��r, '•:� SS " , t,i. ti/'S;,t I MINIMUM I MIN M � - 'J, K'r? •:'i5 ` 1 - ?,w :I' EPt � WOOD ..x �. rp i; •s• �. .,•�'�<,� ,.}e• 5.1.13 MISC MISCELLANEOUS Y '^ -'t4 s aY 1. R. 4 =l =:k j ',�µ'; ,, ALLOWED ,y E UAL STACKED WASHER DRYER C- ;, � s»< , . I �». •�..w'�, ZONE: R-40 A 0 ED EXISTING PROPOSED TOTAL SAF EQ Q W D �. t�, ". / .a� ww, {d Nom; `_;k 'n',"a :7 rip. MILLIMETER MM ,;y(~ t, rk* "p ( k. { ATE ,�,,n 44 - '.J WINDOW ��•:,.::•-;;. EQUIP. EQUIPMENT WDW a ` _ ► ..,: ' K MASONRY OPENING 2:: — M.O. ,>- .f., �,r�,., ;:x „�' LOT COVERAGE U 'u�- g CO G r ��4't i I '6 Y. r. WALK-IN CLOSET t �'~�' ESTIMATED WIC N ,:�A` EST .t 3' Ecrr .�� „w 1• f sS r' s. METAL •,.. MTL -.s 0 �• , 000 x� ..� � 8 7.3 8 11. 1 .,�. .� U OT E , 4.- �' PRbPER7Y Q RIC WATER COOLER W 0 WITHOUT E.W.C. ELECT , i,1. 'I,y s•'k a'F'%' ' �.:p> ,./,�dd.� '�i:r MDFD MODIFIED ,��,,},y„s;. ,..rv."'t,�j;"Pr•" N{ri` ,'n:,'''tP �,,i:,ys,,,r, {j� -'�,.Y, /fYy •,; rv+i EXIST EXISTING WF WATERPROOFING OR WALLPAPER „ . r,., ,;' ;;{`;`'' t, 4: !r 4 " �,:• Y' y ' N NORTH t'�r• al.t,. :� , JOB NUMBER '�'ai�IF'F f''rrr+l;�i.i. i:xr",�y"r'>~.?!ti�,:��;,b I�':i�, it,',CM11'�,,r' tivry� i ^.r% p•�''i;_,au�"`}c'.7' r W,' r r.,, ;;:j.• s:8:'g", EXP EXPOSED WR WATER RESISTANT NAT NATURAL 1 `: "• '•=r '' r„ Y, '`'� ti? Itk NO CHANGE TO EXISTING FIRST FLOOR AREA 20% - ;. } (3,643.4) 3,581.9 EXP. JT. EXPANSION JOINT WT. WEIGHT - NDL NO DOLLAR LIMIT :' - 4'` = '.5>4±,�t ;.r 3`w, Iz.r.�, '-w.. •,''' ,::;"w� nv.� — — — —EXTERIOR EXT WWF WELDED WIRE FABRIC ,., M,, •+ NIC NOT IN CONTRACT ' ¢ - ,,�,.'. >• '4. r'„ '. ;1.',? ;r6• +'c.. �l.t'.:'Irx �.,:.1 WOVEN WIRE MESH � . �:f'�d•'�'u i, NO. OR No. NUMBER E—A. .'S:�'ri#' y,l. :7 '..its".':•'V' �,;41;��1, ':;p;•ailx,11 ,+4`•ey':' �� NOW NOMINAL ''iar, '.e;,l`•Et"''�':n,�� J:rvr ";,, ?ary,!,"',"+^.S"n,'�*' i ':� Y�,r, {rr•, ,r �,YdriG'?'i,��7'r" "".a•�l"k.'�"'�` aq". ,,S"M1t`,' xt�,- ..>3'. :�Y'.,+�� :61� f��'G1.,'M1 '1�{, .�� 55i:d',�":t'r7�r,Y"•�" /+L. .t' .a;;r ti:0 „ ;,5", V', 's+.i', =r, .s.+ t' d..,u,., :; '1 F';li;t;': YR YEAR �r. !, .-� " -. �' ��, 0 SCALE ' �. N.T.S. NOT T ir. ; �!, , � ;,� !L, s, , .� I , , ' „ "',;:;a; ....>' • � ' SETBACKS MIN, REQUIREMENT �n.;'� sl. '� ALLOWED EXISTING PROPOSED f r#�a"' ..�..t• ,sr'�"Sµ�,:.°,,'.r: ""� � � ----- — `�) '' 'h 'r- ,�§•,. y:k,.,- ,In,'1') 'I'r," J; ,5,. i!,I:,.',.F,I-i,,,r,,d, o,r I' Illl,ln r':,Ir,,,..p,l, ;i,,,. — ,sft .`.:I'' �;' ;'.,, ,'I.,., ::f•1 `;I .,a, I'll: 1,1'' '�' A \I 1 'l,l :iin.it.f.I°"P �,nn :.;t ',.I. I• ,::¢;I, •I a, , �". ; .if, „S'�'dI�+VL i' n., ., 1 ^r.., ,r. �d,1, i„L, n.'•;' Im r6,M1k rl!'•:r:r t, 6,.,1 ;;.a 1..;".irp 1 'J:-••�F''^ .lt.; ,.r; ,'' .,', '''.i`,•` 'h',,.,I 'q .':,I.r. 'ht�,d, i I J�:�,,,.,,,St FRONT YARD 35.0 47.4 46.31 70 ENTRY r''yl,. 4it:J .'.I,: a.., ¢..�,,yri ,,q', u;'.1'r' "Ji,.6d i'6;11,, ;,Il; idJli I. I.•v:,L.,,,.I r.,: !„I, ,I;',":ilaf ''J.• '�„ r.7, ll, :\I .) '1" :r11” ,Js,,'1', 1:•, ',§i,',lk!,11. ;,vy."'1'�h+ hl.,u-,1;,n1,li'11I,:1�',';i�: REAR `A' '-1,i !'4•,.;p't d"; �,a,•I I. ry ,I.I,.I,I{^{,.,n,:..11:1 I:-rl,.,u. (u,1. f"1,':'!�! I�' .I L..}..;. , ,;.11'I"I:.I,,( 1,,, l„ ,n'::L L., ilf'. 39.6 .�..r� Ld' : ,d,y,,II.3,''�. „r';11,^rli'„rl.:ia;il,l!I:NA•I'. .,F J;,; 35.0 .,I.i.l;4'S�,�. ';1.... i'��.I %'.,i`s,J ..1`. .,A.'.' •.I•', ;:iF. 1. 'i;,,, '•:l,li, ^t,I.. I•,'.:,�: �,�,'Ir�J'i'1 ',• 1 ,I't„�t,,.,.;lr;- .17•+,f,.,,.r l.a, ..r 9 ,4,,., ,il..1..I. ':d. .�•.i. '�,i-:h;7�,"„,I. n, 1. b'�'61s ab'lils I�:-;?�,I�; TO BULKHEAD '�' .;%''' ;a1il;q`+, ;',�JL^:il�'-�rl. ,., i.11t�,r,66'; ,,,i.,'.6. {4:,1,.4„•:",IY:I,u,'vl ..k:l,t..,,,,,�,e .,tl.l ar oi;+ljilJ'. «, - ,1'i. 'i}11 a, ,q,n,,r„, .:i{J�' •al,l,,�,'.I,,e,,1,i„,!ry.' '..i 17�r:l,l'..6"'"..Icy„': !'.' ,I ,,,,,,,a,a �:I!stili,°n'!s.:'"2i:,,-%`.•.,�„prl:, 1 1 MIN. IDEYA D -F O ,•„ �. a,;...;llr:,t I ,;, a!; ,1,1 1.., ,I:"�t„r,,},: It`', -,� :�'� S R -FIRST 0,0 16.0 O ':i,". 11, d,r,., L,I, ,L1, .'6�'�. ,, I,.1.":f:,a ,,us, l,. ( a, •� ,.}': a'4.• ';I,d !h f� ,I,r,v, ;r la,.;,'Yf�'�s,a„„ f,'f,",.,ar4;E N: '':'t,1,11 �:I:!'.S•, 1 1 -SECOND 15.0 22.0 (y 1 I I.JJ RE T AGG GA E SIDE YARD 25.0 - 38• 0 O Z SYMBOLS: W H� PROPOSED MACHINERY ( n ACCESS ROUTE from ZBA _•� I Lu MACHINERY ACCESS ROUTE FinalDevii we Y o ents I m y SUBJIECTPROPERTY , W F� [��,% ZBA File# /Date: �/ t 0 3z 1 01 0- IL) Lu ® � 0 H F—I O z _!—_ _(n N I �q TITLE cYi ao2 op-P§ EXISTING ( a 2 35 !A Z`•- Zai U �Q s,-m � v U 0 U ENCLOSED SUNROOM 0 ■ 35'-1' 15'3' S'9}' 1T5}• 0 IFT47 LU ,BA --- i--i- - I l.+n E LQO N BEDROOM - o z 0 V 35'-2' ( - ( BEDROOM M O A C � •_ DINING LI 0 ru z M 3 Z CL. 5 w ® ® M ao2 � ,r.s• � I A.o2 � i to FAMILY ROOM JJ Ln N-- ui 0 r-i ,I. BEDROOMC CL KITCH SLOP H >- Ln V M D > HAUL � � LO —n se G1C O CL. CL• _ © © I GARAGE o Q :ILI ©7=.rL- © 1 0. MM °- 00 Z � CL. 31.41. — — — — — — — O O I � J BEDROOM - ° FOYER LIVING ROOM H Ln FOYER Ln BA 17•s• - I O ..• FIRST FLOOR ° O to U EXISTING LEFT SIDE ELEVATION 00 ' -1M 3 SCALE:v,'=1'-0• Ln W EXISTING FIRST FLOOR PLAN Q 1 SCALE:Y'=1'-0' O n A.02 REVISIONS FIRST FLOOR AS NOTED SCALE 2 EXISTING FRONT ELEVATION — — —JC— — — SCALE:Yw1'-V DRAWN — _ 5.1_13 - - DATE 11.010 FIRST FLOOR ]OB NUMBER 5 EXISTING RIGHT SIDE ELEVATION SCALE:Y'0'-0' D z Q u it z U) z FIRST FLOOR O LU a-- °C <C I �z cn0 > EXISTING REAR ELEVATION i O W I z ,4 Bldg Dept copy from ZBA SCALE: 1'-0' Final review / ddo ents Z ZBA File # T 1 1 i 1 1 u1 i Date: / u / o L L TITLE EXISTING FOOTPRIINT.NO ENCROACHMENT TOWARDS CANAL PROPOSED OUTDOOR " SPIRAL STAIR TO ® " SECOND FLOOR NA.067 Ste ® LO 100E W - - F7 E Cn l0 L fo EXISTING I I EXISTING SUN ROOM (� - - - - - //~�� Ln V ! CONSTRUCTION,TYP. ( I I I � 4-0 V Li :F _ = MODIFIE , 1s'-o" � o BATH Lr) z FF �' O MODIFIED I MODIFIED ° II j MODIFIED i BEDROOM I BATH D BWTR. II I j BEDROOM �' F- N _ = JJt-- ' _ J I — — — — — — — O o — — — — — — — --� cn F...� Ll) o a I I O F- L(7 a I 00 w - - -- - - - - - - - - - - - - —� - N - - - - - -[ I ♦-I E--� - - :�r - - - - - - - - - - o EXISTING CONSTRUCTION I � I ' lin. % I S PUP a r-i IL ��I I — CL. & M z TO BE REMOVED,TYP. I ; / z 2 I — - - - - - - - - - A.05 z PROPOSED I — .-I MODIFIED DINING ROOM o © j w1 �j z A.06 O U O I `4' I L1.1 F.: CONSTRUCTION,TYP. ©© " f- — I ' JJ i c� f� LL Z CL. �, I - 3'-s" CL. r 111d, FtE z Q HEN I a Q n 15-7" REF 9 AREA LAUNDRY MODIFIED GARAGE HALL J _ _ _ _ W -- - -� I FIREPLACE - - - - - - _ _ -- _ — " -1 = ( — — — LINE OF SECOND FLOOR ABOVE J J I — —N II j b777771 l — .-- - - - - - -I- - --- - I MODIFIED I / \ I -T-2- 4,-0" o BEDROOM II i \ I EQ. EQ. s'-0" �, MODIFIED o , M l o BATH MODIFIED LIVING ROOM �' Z MECH _' ROOM ' II I 7 4 v 11 114 1 Z " I _ I I/I I REVISIONS -a.-- - ��=1 -0-� Lu j L -- - - - � - - - - - - - -— - - - - - 74 — —tom !� ' i i T - i SCALE JC 15-s" COVERED ENTRY FRAME 33'-11" '10DRAWN 00 61'-8" 24'.2" 5.1.13 EXISTING FOOTPRINT DATA E 11.010 _ - � JOB NUMBER PROPOSED FIRST FLOOR PLAN A.oS �,- 1 SCALE:Y"=1'-0" :DJ Q. 0 O ui a .j I L0 u. O I °` ` _ �— Wd- Bldg Dept cop•;, from G.BA Final review' ments I „� ZBA File#(�' � �� Q�� Q V) Date / / I Z oC IZ : 0. LL j TITLE °� 1 A,06 PROPOSED SECOND FLOOR ADDITION PROPOSED SECOND FLOOR ADDITION EXISTING WALLS ALIGN EXIST.ONE STORY EXISTING WALLS ALIGN WITH FIRST FLOOR WALLS EXISTING ONE STORY EXIST.ONE STORY WITH FIRST FLOOR WALLS PROPOSED OUTDOOR 7 SPIRAL STAIR TO ® € r SECOND FLOOR ® Ln E 1 {.. u W o zI� •ra 0 SECOND FLOOR WALLS � z z �, ALIGN WITH FIRST FLOOR WALLS 5'c SEATING cn � t'--� � 1,00l _:? ------ - ----- SECOND FLOOR WALLS ® ` � @ ALIGN WITH FIRST FLOOR WALLS r V SKYLIGHT l0 Ln fu ---- ---- u) EXTERIOR DECK0 - 19'-3" W ® :3 - J >- Lr) U 0 (u I PROPOSED SECOND W J FLOOR WALLS A %% rV OPEN TO BELOW C II II II II 00 a'-0" II II II II H U) BEDROOM II II II II N -EXTERIOR-DECK- II II II II - 0- M Lr) N ORVECK II II II II - - - - - - - 0 LnJ DN Lr) i 4 00 II II C II II O 1r-0" 4'-D" I I I I OPEN TO BELOWI I I I IQ z i~ 8z gQ � II II it II I 1s'-2" g J � M D 2 J ' II II II II I Z 8 t2 � X U A.05 8 I o 0 lD Z 1 _ I I I I I I I I A I , �N ` o « U- A.06 °� �� _ I I I I I I I I I � Ln W STORAGE RpGE bcn LOFT a 0a n0 DN 0 < � z II II II II I o I W.I.C. HALL I I i I I I j I h j j 6'-2" / � ,- II II II II I ' it II II it � TO BELOW II II II 'II '' STORAGE Q M I I I I I I I I N ; 10.6 II II II II , 71-6" I ATHROOM o II II III II REVISIONS PROPOSED ENTRY FRAME K1 —1,_On SCALE PROPOSED SECOND FLOOR ADDITION PROPOSED SECOND FLOOR ADDITION EXISTING WALLS ALIGN EXISTING WALLS ALIGN ]C WITH FIRST FLOOR WALLS ROOF PROPOSED ROOF ENLARGEMENT ROOF WITH FIRST FLOOR WALLS — — — — — — — DRAWN 00 EXTERIOR WALLS ALIGN WITH FIRST FLOOR WALLS 5.1.13 DATE �,,.,... ,d,�.,,.r.ry. .m„ .•rte 1 PROPOSED SECOND FLOOR PLAN1 -11.010 - - SCALE:Y4"=1'-0" A.05 3-0-BNUMBER AF J 0 0 u u. LLI (f) 0 Bldg Dept cop"from ZBA 0 Lu N eats I w Final revie' 'o ( � ZBA File#u Date: Z I 0 U !., W z - _ _Q V) TITLE PROPOSED RIDGE ® Ln E ---- 00 0 ui lI I I IL Lu uj CL Lr) 0 fu N Z rn V) PROPOSED SECOND FLOOR PROPOSED �ui/ ® =3 - - SECOND FLOOR LL ® �- V 00 - Q-9 Ln zt-I EXISTING FIRST FLOOR EXISTING J GARAGE SLAB rh t~ LO FRONT ELEVATION opo SCALE:Y4'=1'-0" oC M � � 0 � U m Ln w 1 � � Q a. 0 r, PROPOSED RIDGE \ i \ co o. REVISIONS i / PROPOSED SECOND FLOOR 74° = 1'-0" SCALE JC \ \ DRAWN \\ \\ 5.1.13 / DATE 11.010 - - �� EXISTING FIRST FLOOR — JOB NUMBER 2 LEFT SIDE ELEVATION SCALE:Y"=1'-0" , ^ r) Z w0 U) ZBA Dept COPY from ents 0 < W Final reviewe O ^ ZBA FileLL. Date: Cil O w %wool a. w TITLE p N a N i PROPOSED RIDGE O � O U O • fu ' I � —q � C31 N \ i W O ® l.n -a ' o 0- fu Ln LU .-i :ff - PROPOSED SECOND FLOOR AN \ \ b I �� -- \ \• \ a 06 ® O / EXISTING FIRST FLOOR - - - - - - - H O Lr) Ln c REAR ELEVATION OM SCALE:)/4"=1'-V M N D O 1,0U 0° Ln w O rl Q rnPROPOSED RIDGE r - - - i' r i I. N i / W U3 0- FE F \ REVISIONS \_ PROPOSED SECOND FLOOR K" = 1'-0" SCALE — — — — / / JC DRAWN — — — /' \ 5.1_13 - - / DATE \ \ 11.010 EXISTING FIRST FLOOR •w \ / ]OB NUMBER i i 2 RIGHT SIDE ELEVATION SCALE:Y4"=1'-0" V ! ui O -r �I ® � W I ' t copy frorr�ZEA //�� BId9 Dep �d�a �,7nts L..L. Final review ZBp,File 0 1- Os i I Z'` Date• If CL W TITLE •, hn I HIGHEST RIDGE POINT HIGHEST RIDGE POINT PROPOSED HOUSE AREA PROPOSED HOUSE AREA ® LE O u ,{ (ui /ted V "(Q Nt--� C31 o � @J ® a- o Lr) fu Lo EXISTING HOUSE AREA ui d. �I 1 EXISTING HOUSE AREA I J }" Ln V wap . � FIRST FLOOR FIRST FLOOR _ _ _ _ _ _ _ _ Q N Ln z LEFT SIDE ELEVATION FRONT ELEVATION ®CSO o '` SCALE:31e'=V-0' LZ M V J (� N - - - - - - - o J F--I Ln Ln0 . C M N D ,6 U Ln UJ C5 I 2: riQ ci o HIGHEST RIDGE POINT HIGHEST RIDGE POINT 'i i PROPOSED HOUSE AREA PROPOSED HOUSE AREA L? v �v I I EXISTING HOUSE AREA REVISIONS " '-0" EXISTING HOUSE AREA �4 = 1 I SCALE FIRST FL00 FIRST FLOOR _ _ _ _ _ _ _ _ I - - - - - - - --- - - DRAWN - -5.1_13 - - RIGHT SIDE ELEVATION REAR ELEVATION DATE wpY'jr»^.iiy,. SCALE:Ye=1'-0" SCALE:ie=1'-0" 11.010 u i JOB NUMBER Io/ I LL! i m, EdDftCOPY cop4 viery e # J/ < -- - - - - -v—, IOC TITLE p. i r y SO 0 lill ON / A E vv P1 OA Ali Ll RAT I b ON WILLO LJ N Y 1 % PERCENT FTG FOOTING S SOUTH "©� �. & AND FURR FURRING SC SH SITE PLAN IS BASED ON SURVEY PREPARED S 8802 ► Cq ,gL @ AT FUT. FUTURE SCHED. SCHEDULE OR SCHEDULEd 6 Zan # POUND OR NUMBER SCWD SOLID CORE WOOD DOOR BY LISA McQU I LKE N, LAND SURVEYOR ExISTING w GA OR ga. GAUGE M 00D BULKNAb SD. SMOKE DETECTOR A.C.T. ACOUSTICAL CEILING TILE GALV GALVINIZED SECT. SECTION DATED APRIL 19, 2012 OF r.. ADD'L ADDITIONAL GB IGYP.BD GYPSUM BOARD SF SQUARE FOOT/FEET c ADJ ADJACENT OR ADJUSTABLE G-C. GENERAL CONTRACTOR SHT. SHEET LOT 24, SUBDIVISION MAP OF WILLOW POINT �- AFF ABOVE FINISHED FLOOR GFI GROUND FAULT INTERRUPTER SIM SIMILAR GL GLASS FILE NO. 4652, FILED JUNE 16, 1966 -�- �1a.44► ALT ALTERATION OR ALTERNATE SPEC SPECIFICATION oo SPR SPRINKLER GP GEORGIA-PACIFIC S.C. '�\NG�O ALUM ALUMINUM GYP GYPSUM CTAX No. 1000-56-05-26 ANDD. ANODIZE SQ.OR SQUARE �vL APPROX. APPROXIMATE H.B. HOSE BIB S.S. STAINLESS STEEL ARCH ARCHITECTURAL HC HOLLOW CORE ST STONE m Lu ASTM AMERICAN SOCIETY FOR H.G. HANDICAPPED STD STANDARDO O EXIST. IN GROUND g-/ j, TESTING AND MATERIALS HDWD HARDWOOD STL STEEL p a, A-V AUDIO-VISUAL HDWR HARDWARE STOR. STORAGE SWIMMING POOL �° ,�`�'i O U AVG. AVERAGE HM HOLLOW METAL STRUCT STRUCTURAL DRAWING LIST: (DOORS AND FRAMES) BD BOARD LU o SUSP. SUSPENDED © • ��. •� HORZ. HORIZONTAL SV SHEET VINYL TITLE SHEET/SITE PLAN I ZONING INFORMATION. A-001.00 PROPOSED EXTERIOR EXISTING SLATE PATIO _ 0 BET. BETWEEN HR HOUR _ L..L� BLDG BUILDING T TREAD SPECIFICATIONS A-002.00 SPIRAL STAIR ` 35 7` rn ~� 0) HSS NIGH STRENGTH STEEL +J ■ BLK BLOCK HGT HEIGHT TBD TO BE DETERMINED TABLES/CHARTS i NOTES A-003.00 , �� = o _ (f) BLK'G. BLOCKING HVAC HEATING,VENTILATION AND TEL TELEPHONE FOUNDATION PLAN, GENERAL NOTES, DETAILS A-101.00 XlS7 ?2,0' o EXIST. SUNROOM �0 1 ,�,.` kD LC) TEMP TEMPERATURE OR TEMPORARY � PROPOSED DECK ABOVE � EXIST. 16.0 W /+"� Q' � fu BLKD BULKHEAD AIR CONDITIONING GROUND FLOOR PLAN A-102.00 �/ (� BM BEAM HWH HOT WATER HEATER TER TERRAZZO UPPER PLAN A-103.00 22 0� 1 28.1' EXISTING FOOTPRINT rylo0 LCA 4- B.O. BOTTOM OF T&G TONGUE&GROOVE � B/S BOTH SIDES IN INCH THK THICK ELEVATIONS/WINDOW SCHEDULE A-201.00 35 7 TO REMAIN � 0 BSMT BASEMENT INCL INCL INCLUDED OR INCLUDING T.O. TOP OF ELEVATIONS A-202.00 j-�-� H L INSUL INSULATED OR INSULATION TOC TOP OF CONCRETE SECTION/ DETAILS A-203.00 -' U CENTERLINE INT INTERIOR TOS TOP OF STEEL SECTIONS A-204.00 F_ EXISTING 1-STORY FRAME -STONE/VINYL RESIDENCE oo f CAB. CABINET TYP TYPICAL GENERAL DETAILS D-101.00 ' M PROPOSED SCOPE OF WORK AS PER GENERAL NOTE#1 c)CAP. CAPACITY JANT. JANITOR CJ CONTROL JOINT JT JOINT UL UNDERWRITER'S I N t--� L.f� � c� o CL CLOSET L LINEN LABORATORIES INC. ^' 0 LAB LABORATORY U.O.N. UNLESS OTHERWISE NOTED � ► V a- �- CLG CEILINGLAM LAMINATE USG UNITED STATES GYPSUM CORP. EXIST, 1 CLK'G CAULKING LAV LAVATORY Z9.7 57.7' 2s.2' �xis-r.�s,s fZ � z � CLR CLEAR LB(S) POUND(S) v6 VAPOR BARRIER D.O.B. G E N E RA L NOTES 0 � CMU CONCRETE MASONRY UNIT VCT VINYL COMPOSTION TILE LIN LINEAR OR LINEAL � �" _ "' � I- COL � ..,gam.f^' "; COL COLUMN VERT VERTICAL SCOPE OF WORK: (V CONC CONCRETE LT LIGHT VEST. VESTIBULE ADDITION/ALTERATION TO AN EXISTING ONE STORY FRAME RESIDENCE JEXISTING EXISTING AREA OF REMOVAL H 0 CONST. CONSTRUCTION VIF VERIFY IN FIELD 1- ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE NEW YORKWALKW Y J CONT CONTINUOUS MAS MASONRY VOL VOLUME STATE BUILDING CODE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY rn MAX MAXIMUM REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF Q) ' PROPOSED ENTRY FRAME H LCA (�! CP CONTROL PANEL VWC VINYL WALL COVERING N � � ],n CPT CARPET MECH MECHANICAL ANY OTHER AUTHORITY HAVING JURISDICTION. 0 CT CERAMIC TILE MED. MEDIUM W CLOTHES WASHER OR WEST 2. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE . © % EXIST.GRAVEL DRIVEWAY X 00) CTR CENTER MEZZ MEZZANINE W/ WITH PERFORMED BY AN APPROVED CONTRACTOR.GENERAL CONTRACTOR WILL Ln �• C� 0 CIO CF CUBIC FEET MDF MEDIUM DENSITY FIBERBOARD We WATER CLOSET OR �/BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL W co 1 C3j Q O EXIST.GRAVEL WALLCOVERING SUB-CONTRACTORS. // (Y� �- DRIVEWAY �" �r.► CY CUBIC YARDS MFD MANUFACTURED 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED [�" // CL -P M r'` MFG MANUFACTURING WD WOOD INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL �.�/ 2Q -P X U W/D STACKED WASHER/DRYER V D CLOTHES DRYER NTR MANUFACTURER REQUIRED PERMITS AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW 0 1 DGG DENSGLASS GOLD FIREGUARID WDW WINDOW YORK CITY AGENCIES. r W MH MANHOLE WIC WALK-IN CLOSET 4- SEE A-10000 `�'�-�,.,� MILL ORK DEG. DEGREE MIN MINIMUM 5. MINOR DETAILS ONOT USUALLY R ALL WALLS 0 OWN OR SPECIFIED,BBE REMOVED AND UT FOR 7� �► Q ► f MAINTAINED- DEMO DEMOLITION WIO WITHOUT D.F. DRINKING FOUNTAIN WP WATERPROOFING OR 84► i 0 MISC MISCELLANEOUS WALLPAPER PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS �. ..� ,,,� DIA.. DIAGONAL MM MILLIMETER IF THEY WERE INDICATED IN THE DRAWING. 0 Q DIA.O DIAMETER WR WATER RESISTANT DIFF DIFFERENCE OR DIFFERENTIAL M.O. MASONRY OPENING WT WEIGHT 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE R= 298.79' DIM DIMENSION or MTL METAL WWF WELDED WIRE FABRIC STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF Nr„ DIRECTORS. L-99.08' DN DOWN DIMMER(LIGHTING) N NORTH WWh9 WOVEN WIRE MESH DIRECTORS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WILLOW POINT ROAD NAT NATURAL YR YEAR CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. DR DOOR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND DTL DETAIL NDL NO DOLLAR LIMIT 3070 T-0"x7'-0"(FOR DOORS) BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL Lf) DW DISHWASHER NIC NOT IN CONTRACT HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ORU SITE PLAN z DWG(S) DRAWING(S) NO.OR No. NUMBER DURING THE EXECUTION OF THE WORK. SCALE:�6"-10'-0" E EAST NOM NOMINAL 8- THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL Q EA EACH NTS NOT TO SCALE DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, 01 EIFS EXTERIOR INSULATION& PLUMBING,ETC. FINISH SYSTEM 0-C.OR o.c.ON CENTER 9. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS OCC OCCUPANT EJ EXPANSION JOINT O D. OUTSIDE DIAMETER REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND EL ELEVATION ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. m OlH OR GVHD OVERHEAD 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT U} ELEG ELECTRIC OR ELECTRICAL OPN'G(S) OPENING(S) LEGEND• AND SHALL BE PROPERLY CAPPED OR PLUGGED. EMER. EMERGENCY OPP OPPOSITE 11. ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY ENCL ENCLOSURE `� z J OWSJ OPEN WEB STEEL JOIST PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN f`Y. `�> ';�'"•�, f_= EP ELECTRIC PANEL INSPECTION AND REQUIRED SIGN-OFFS. rA "•� w`"°•. ti OZ. OUNCE C - -_ - _ � CONSTRUCTION TO BE REMOVED ELEV ELEVATOR 12. SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI,P.E.FOR ALL ;i,. w e:. r PERF. PERFORATED X STRUCTURAL INFORMATION,FRAMING MEMBER SIZES,LOCATIONS,AND ENG. ENGINEER PL PLASTER EXISTING CONSTRUCTION TO REMAIN DIMENSIONS. EPDM ETHYLENE PROPYLENE pLAM PLASTIC LAMINATE MAIN ROAD DIENE MONOMER PLYWD PLYWOOD (SYNTHETIC RUBBER) ,//,/� PROPOSED CONSTRUCTION a4' e ~a POL POLISHED EPT EPDXY PAINT �� .�� POLY POLYETHYLENE OR 's - EQ EQUAL eud' .,f' _� ISSUE DATE EQUIP. EQUIPMENT POLYURETHANE ALIGN PR POWDERROOM DENOTES ALIGNMENT OF .e EST ESTIMATED PR. PAIR INDICATED SURFACES .. `~ �; �+ AS NOTED E.W.C. ELECTRIC WATER COOLER PREFAB PREFABRICATED '°' ~r" SCALE EXIST EXISTING PSF POUNDS PER SQUARE FOOT 2 SECTION REFERENCE NUMBER ZONING INFORMATION: EXP EXPOSED } PSI POUNDS PER SQUARE INCH DRAWING REFERENCE NUMBER NON-CONFORMING LOT LESS THAN 20 000 i aC EXP.JT. EXPANSION JOINT PT PAINT { ) �° EXT EXTERIOR => fr-�. -suBJEcr i DRAWN PTD PAINTED ..._) ZONE: R-40 ALLOWED EXISTING PROPOSED TOTAL(SF) � �.. �� PROPERT`>' T. PARTITION `�f.> ��ft FA FIRE ALARM PARPLOT COVERAGE o�po;`'� ;: 11.010 F.A.R. FLOOR AREA RATIO PVC POLYVINYL CHLORIDE INDICATES ELEVATION NUMBER FD FLOOR DRAIN INDICATES SHEET NUMBER REQUIRED LOT SIZE 40,000 18,217.38 - - �<� n JOB NUMBER FDN FOUNDATION Q.T. QUARRY TILE FE FIRE EXIT On QUALITY - 20% • , �r NO CHANGE TO EXISTING FIRST FLOOR AREA 20% 1;3,643.4) 3,581.9 -43.7 I 3,538.2 G. F.E.C. FIRE EXTINGUISHER CABINET R RISER FBO FURNISHED BY OTHERS R. RADIUS '� INDICATES PHOTO PLAN 0 Y°' ', x M, H FF FINISH FLOOR RB RESILIENT BASE FFD FUNNEL FLOOR DRAIN R.C.P. REFLECTED CEILING PLAN FH FIRE HYDRANT RD ROOF DRAIN � �= � -� DETAIL REFERENCE NUMBER SETBACKS (MIN. REQUIREMENT}_ ALLOWED_EXISTING PROPOSED FHC FIRE HOSE CABINET RE: REFER TO I I 7 DRAWING REFERENCE NUMBER FRONT YARD FIN. FINISH REBAR REINFORCING BAR �? 35.0 47.4 47.27 TO ENTRY FIXT FIXTURE REC'MD RECOMMENDED �` INDICATES AREA OF DETAIL REAR 35.0' 39.6' =' FL FLOOR REF. REFERENCE OR TO BULKHEAD - 0 FLUOR FLUORESCENT REFRIGERATOR INDICATES NEW DOOR MIN. SIDE YARD -FIRST 10.0' 16.0' - u- F.O. FINISHED OPENING REINF REINFORCED OR REINFORCING -SECOND 15A 22.0 - � 0 � FOB FACE OF BRICK REP REPRESENTATIVE AGGREGATE SIDE YARD 25.0' 38.0' - PROPOSED MACHINERY FOIC FURNISHED BY OWNER, REQ'D REQUIRED ACCESS ROUTE0 , � INSTALLED BY CONTRACTOR REV REVISION BREAK MARK \,.. MACHINERY ACCESS ROUTE ,� Q - uj m FP FIREPROOFING RM ROOM d .,,',;A;T SUBJECT PROPERTYt Lu z FR FIRE RATED OR FIRE RATING R.O. ROUGH OPENING FT FOOT OR FEET t W r 0 0 0 f I- cn N o . TITLE ' oe I's A. GENERAL NOTES /CONDITIONS B. SITE WORK F. CARPENTRY (. OPENINGS 1. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE REGULATORY AGENCY HAVING EXCAVATION,BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENIT OF FOOTINGS 1.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET WITH TOP AT 6'-8"A.F.F,UNLESS OTHERWISE ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& 1.GENERAL FRAMING SHALL BE ERECTED PLUMB,LEVEL,TRUE,ANO SECURELY NAILED. NOTED, JURISDICTION ISSUES A BUILDING PERMIT. 1, REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING CONSTRUCTION FOUNDATIONS. 2.STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING MEMBER 2.ALL GLAZING AT GLASS DOORS,ENTRANCE,SIDELIGHTS,TUB AND SHOWER ENCLOSURES SHALL BE - 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. WATER TABLE SHOULD BE AT LEAST 3'-0"BELOW LOWEST POINT OF CRAWL SPACE. FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. FULLY TEMPERED SAFETY GLAZING,GLASS SHALL BE IDENTIFIED. , `, � STATE,2010 EDITION,AND SHALL CONFORM TO ALL THE RECOMMENDATIONS AND REQUIREMENTS , . 11 OF ANY OTHER AUTHORITY HAVING JURISDICTION,LATEST EDITIONS. 2. PREPARATION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. 6. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A(MINIMUM COMPRESSIVE STRENGTH 3.SET ALL JOISTS AND GIRDERS Wl NATURAL CAMBER UP 3.HEADERS FOR DOORS&WINDOW OPENINGS r, ` OF 3,000 PSI AT 28 DAYS ,t 3. THE ARCHITECT: 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITES. 4.PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR TO SIZE OF OPENING HEADER 3.1, LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK AS STAKE AND FLAG LOCATIONS. 7. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER. UNDER 5'-0" 212"x8" , I ", z SHOWN AND SPECIFIED.IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE EXISTING UTILITIES AS REQUIRED. JOISTS OR AS PER PLANS. INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE " o PROVIDE SOLID 2x BLOCKING BETWEEN ALL ROOF RAFTERS OVER BEARING POINTS. VENT AS REQ'D. 5-0'TO 5'-i 1" 212"x10" ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. PROTECT ABOVE AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. $. ALL FILL SHALL 8E COMPACTED IN 6 LAYERS TO NOT LESS THAN 95/0 OF THE MAXIMUM DENSITY WHEN ( ) 6'-0"TO 6'-11" 212"x12" TESTED IN ACCORDANCE WITH ASTM D1557. 5.DETAILS OF FRAMING INCLUDING FIRESTOPPING,BLOCKING,BRIDGING,NOTCHING,ETC.TO CONFORM T-O"AND OVER SEE DRAWING 3.2. IT IS AGREED THAT THE ARCHITECT SHALL NOT BE INSPECTING THE WORK.IT IS FURTHER 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF FOUNDATION AGREED THAT THE OWNER WILL HOLD HARMLESS,INDEMNIFY,AND DEFEND THE ARCHITECT WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A MINIMUM DEPTH AS 9.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. NOTE:HEADERS SPECIFIED ON DRAWINGS HAVE PRECEDENCE OVER THIS SCHEDULE FROM ANY CLAIM OR SUIT WHATSOEVER,INCLUDING,BUT NOT LIMITED TO,ALL PAYMENTS, SHOWN ON THE DRAWINGS,UNLESS OTHERWISE GOVERENED BY LOCAL CODES OR EXISTING SOIL (ONE VERTICAL TO TWO HORIZONTAL), EXPENSES OR COSTS INVOLVED,ARISING FROM THE CONTRACTORS PERFORMANCE OR THE 6.STUDS IN LOAD BEARING PARTITIONS SHALL ALIGN WITH RAFTERS,TRUSSES,AND JOISTS. 4.UNLESS OTHERWISE SHOWN,PROVIDE 3-2x10 HEADERS OVER ALL BEARING WALL OPENINGS FAILURE OF THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN INTENT AND THE CONDITIONS. 10.ALL FOOTINGS TO BE CENTERED UNDER WALLS,PIERS,OR COLUMNS U.O.N. IF REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. 6-0"OR LESS. CONTRACT DOCUMENTS. 5.GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAWING INTO THE 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE LINTEL SCHEDULE: 3.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR LOOSE SOIL FROM 11.PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT STRUCTURAL FRAME HAS BEEN INSTALLED AND IS SECURELY SOUND, SPAN LINTEL F -36ksi ■ METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND FALLING INTO THE EXCAVATION,REMOVE LUMPED AND LOOSE SOIL,BOULDERS,AND ORGANIC MATERIAL LAPPED 2'-0"WITH MAIN REINFORCEMENT. PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT FROM THE EXCAVATION.STOCKPILE EXCAVATED MATERIAL AND REMOVE EXCESS MATERIAL NOT BEING USED 8.ALLES E EDITION REMEOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE 0'-0"-4'-0" 3%"X V2 X f6" 6 LATEST EDITION REQUIREMENTS. DOCUMENTS. FROM THE SITE. 12.SLABS ON GRADE SHALL BE 4"CONCRETE,Wl SMOOTH,HARD,STEEL TROWEL FINISH.ON 5'-0" 312"x 3/"X%6" 4. THE CONTRACTOR SHALL: 6 MIL POLYETHYLENE VAPOR BARRIER ON 9.THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS 6'-0" 4"x3%"x%6" W I� 4.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS,INSPECTIONS,CERTIFICATES,TESTS,AND 6. ALL SAFETY PRECAUTIONS SHALL BE USED AS PER O.S.H,A REGULATIONS, 6"MIN.POROUS FILL U.O.N. REQUIRED,WHETHER SPECIFICALLY SHOWN OR NOT,TO MAKE A �� 1 " 5 �+ SURVEYS, OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD PRACTICE. 71-01' 2 x/6 Ln 4.2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND 7• CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC.(TEMPORARY 10,ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT 8"-0" 5"X3/2"X 16" Q NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH ars%R PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. 13,SLABS SHALL BE PLACED ON NONCOMPRESSIBLE BEARING MATERIAL.THE CONTRACTOR SHALL HAVE THE WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED LUMBER. 1 11)0/11 CO (,,,) THE WORK. RESPONSIBILITY TO REMOVE ALL SOFT BEARING MATERIAL AND REPLACE IT WITH COMPACTED FILL OF 11. ALL LUMBER SHALL BEAR A VISIBLE GRADE STAMPING. 91.0" 5X32 C) -- 4.3. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 8• BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE SAND AND GRAVEL UNDER SLABS ON GRADE. 10'-0° 6"X3%"Xf" F-11 ■ *i5 m BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, GRITS OR BACKRUN GRAVEL,WELL COMPACTED,BROUGHT TO A SUBGRADE OF 8"BELOW FINISH FLOOR � V `V 4.4. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL 14.REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB.SLABS ON GRADE SHALL BE POURED 12.ALL JOISTS BEARING ON CONCRETE SHALL BE FIRECUT W/A MINIMUM BEARING (UNLESS PLANS SHOW OTHERWISE) LINE OR AS CALLED FOR IN THE DRAWINGS. ON 4"OF COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER UNDISTURBED SOIL. LENGTH OF 4". 0 >_ DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL ■ WORK. 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT TO A 15.FOUNDATION WALLS SHALL BE WATERPROOFED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH J. INSULATION/MOISTURE CONTROL � � 4.5. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH " EITHER A CEMENTIOUS PLASTER COATING,BENTONITE CLAY,OR ANOTHER APPROVED METHOD 13.EXCEPT AS UPGADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED IN 1. SEE PLANS FOR INSULATION REQUIREMENTS. 1� t-0 SUBGRADE OF 8 BELOW SIDEWALK PAVING. ACCORDANCE W/THE SPECIFIED FASTENER SCHEDULE IN THE OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING BUILDING CODE OF NEW YORK STATE. 2. INSTALL"TYVEK"BUILDING WRAP OVER BUILDING SHEATHING IN ACCORDANCE WI � a � � WORK. 10.BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS. W 0 Ln � 4.6. IF THE CONTRACTOR FAILS TO FOLLOW THE FOLLOWING PROCEDURE,THE CONTRACTOR 16.CONCRETE FINISHES WILL BE AS FOLLOWS:FLOORS-SMOOTH STEEL TROWEL FINISHES;WOOD FLOAT AT MANUFACTURER"S SPECIFICATIONS.SEAL ALL SEAMS,JOINTS,CORNERS,FLASHINGS, SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVIDE 1"LEVEL 14.PLACE PLYWOOD PANEL FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST SPAN). HEADERS AND ALL EXTERIOR VENTING HOLES W/3M CONTRACTOR SHEATHING TAPE#8086. 0 0 � 1 In 11.REMAINDER OF SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. CONCRETE SLAB AT CRAWL SPACES. CONTRACTOR TO CAULK ALL OPENINGS IN EXTERIOR WALLS.CAULKING TO BE FIRST QUALITY Ln 4- (n DECISIONS. 15.LEAVE%s"SPACE AT ALL PLYWOOD PANEL END JOINTS AND%"SPACE AT ALL PANEL SILICONE SEALANT AS AMNUFACTURED. t-i 4.7. IS REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES,INSURANCE 12.BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE.SPREAD TOPSOIL TO PROVIDE 17.STEP FOOTINGS WHERE ELEVATION CHANGE, VERTICAL TO 2 HORIZONTAL. L_ CERTIFICATES,AND INSURANCE COVERAGES. END JOINTS. t ' 0ri FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL 16.CONNECTIONS((SEE STRUCTURAL NOTES} W � � � 4.8. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND ITS AND TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E. WOOD FRAMING JOISTS HANGERS,FKAMIN ORS3AlIFTER ANCHORS SHALL BE 3. ALL SURFACES TO RECEIVE CAULKING A BE DRY AND F O REIGN MATTER. CLEANED OF ALL LOOSE [_ �� = >,-, M V CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES MINIMUM 18 GAGE PRIME GALVANIZED STEEL MANUFACTURED BY SIMPSON, PARTICLES OF DIRT AND DUST,OIL,GREASE,OR OTHER FOREIGN MATTER. 4.9. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 13.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS INCLUDING SHEAR WALLS. TECO OR APPROVED EQUAL. SPECIAL NAILS AS SUPPLIED BY z 1 NON-STRUCTURAL ITEMS DURING CONSTRUCTION. WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROUNDED. MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. 4. CAULK AT EXTERIOR DOOR FRAMES,WINDOW FRAMES,AND ELSEWHERE TO ENSURE A < � %% r; N 4.10. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM 1.TERMITE PROTECTION SHALL BE BY MEANS OF CHEMICAL TREATMENT OR METAL TERMITE SHIELD. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS WEATHERPROOF JOB;USING GUN APPLICATION,MANUFACTURED BY TECO, > D ITS OPERATIONS,AND IN THE EVENT OF'SUCH LOSS OR DAMAGE,SHALL MAKE SUCH 14.CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXCAVATION ON ANY PART OF THE SITE REVEALS WITH N Ln 2.ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES U.O.N. INSTALLED IN ACCORDANCE WITH APPROVED EQUAL AND MANUFACTURERS DIRECTIONS, K. ENERGY NOTES a" C) /1-4 REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. FILL OR GROUND WATER. JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN 1.DOORS,FRONT,SIDE,INSIDE TO GARAGE,U-.40. < r; 4.11. PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK AS DESCRIBED IN THE ACCOMPANYING EVERY 4 FEET USING THE ABOVE MENTIONED METAL ANCHORS. C� 0 SECTION OF THESE SPECIFICATIONS,AS HEREIN ENUMERATED AND SHOWN ON THE 15.CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN(7)DAY CONCRETE CURE TIME 3.WOOD SILLS ON CONCRETE TO BE PRESSURE TREATED,2"x6"ANCHORED TO FOUNDATION BY DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT ( � ,6 ACCOMPANYING DRAWINGS. USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS. f"DIAMETER ANCHOR BOLTS PLACED IT FROM EACH END OF PLATE SECTION,WITH INTERMEDIATE 17.SOLID LUMBER JOISTS IMPACT PRESSURE OF 25 MPH WIND. a- � V / ;7 r-i 4.12. SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR BRACE WALLS AS REQUIRED. BOLTS PLACED,SPACED MAXIMUM OF 30"O.C.AT ALL SILL PLATES(MIN.2 PER SILL PIECE). NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, EACH BOLT SHALL BE A MINIMUM 21"LONG WITH A MIN.OF 15"EMBEDDED INTO THE CONCRETE, OF THE DEPTH OFTHE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH 2.WINDOWS,SLIDING GLASS DOORS,ALL GLASS,U-.32. COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND THE PROVIDE TEMPORARY BRACING. EACH PLATE SHALL HAVE A MINIMUM OF TWO ANCHOR BOLTS. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN, WINDOW INFILTRATION SHALL NOT EXCEED 1.0 CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT r-M- - �'., _ -_=, }- t SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES BROOM FOR POCKET BEAMS PROVIDE�2"AIR SPACE AT END,TOP&SIDES. NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE IMPACT PRESSURE OF 25 MPH.WIND. (f) N CLEAN UNLESS OTHERWISE SPECIFIED., 16,ALL FILL SHALL BE PLACED IN 8"LOOSE LIFTS(MAX.)COMPACTED Wl VIBRATORY ROLLERS/PLATES TO PROVIDE DEPTH OF THE MEMBER.HOLES BORED OR CUT INTO SOLID LUMBER JOISTS,RAFTERS OR H 0 4.13. THE CONTRACTOR WARRANTS TO THE(OWNER THAT ALL MATERIALS AND EQUIPMENT ° DENSITY ASTM 01557 FILL MATERIAL SHALL QUALIFY AS SELECT WITH 4.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED BEAMS SHALL NOT BE CLOSERTHAN 21NCHES TO THE TOP OR BOTTOM OF THE JOISTS, 3.EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS,CEILINGS,ETC...SHALL BE CAULKED,GASKETED, ___I A MINIMUM OF 95/0 OF THE MAX.DRY DE SI ( )• TO CONCRETE BASE.ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBERS ARE NOTCHED, WEATHERSTRIPPED,OR OTHERWISE APPROPRIATELY SEALED. ,i < FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT LESS THAN 10%PASSING NO.200 SIEVE, ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING PLATES AND MOISTURE THE HOLE SHALL NOT BE CLOSERTHAN 21PdCHES TO THE NOTCH,THE DIAMETER OF THE H 4.14. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS ADDITION 17.ALL CONCRETE WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOADS OF BARRIERS SHALL BE PROVIDED. HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER, 4.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SIZE DESIGN AND TYPE OF 3: L WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER, 24 PSF.NOTE THAT FLOOR AND ROOF DIAGHRAMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS. 18,NOTCHING AND BORING MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL IF REQUIRED BY THE co 5. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND UNTIL THESE ARE IN PLACE,CONCRETE WALLS SHALL NOT BE BUILT WITHOUT BRACING. 5.FOLLOWING MINIMUM VALUES:ALL LUMBER EXCEPT LAMINATED BEAMS AND WOOD I-JOISTS SHALL BE K.D.DOUGLAS FIR WITH THE NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENTOF THE STUD DEPTH, BUILDING DEPARTMENT. � Q H SPECIFICATIONS. BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE 6. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. C. CONCRETE Fb=1,200 PSI,Fv=95 PSI AND E=1,600,000 PSI. 5.ALL DOMESTIC HOT WATER 140 DEGREES MAXIMUM SETTING.HEATER TO HAVE IMPUT OF 75,000 BTU's �"I WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE USED.UNLESS OTHERWISE SHOWN OF THE HOLE SHALL NOT BE CLOSER THAN 0 INCHES TO THE EDGE OF THE STUD. OR LESS WITH CAPACITY OF NOT LESS T HAN 20 GAL.NOR MORE THAN 120 GAL.W/RECOVERY M 'd'- I� MATERIALS SHALL NOT BE STORED OUTSIDE:THE BUILDING. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. DO NOT STORE COMBUSTIBLE MATERIALS OIN THE PREMISES FOR A PERIOD LONGER THAN 1.ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI-318 REINFORCED CONCRETE PROVIDE METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST'HANGERS,HURRICANE TIES, EFFICIENCY OF 75% N POST CAPS. 19.ENGINEERED LUMBER {REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK NECESSARY FOR THE EXECUTION OF THE WORK. BUILDING CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK NOTCHES,HOLES,ETC.IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE ) 6.INSULATE ALL C,jCTS AND PIPING AS REQUIRED BY CODE.ALL DUCTWORK LOCATED IN Q lfl U STATE OR LOCAL CODES,WHICHEVER GOVERNS. 6.ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S WITH MANUFACTURERS GUIDELINES. UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER co � (n 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, 7. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS SECTION 403,1 0 OF THE STATE ENERGY CODE, Ln W 8. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFICATIONS. GRAVEL OR STONE AGGREGATE)MIX. BRACING REQUIREMENTS. 3. RESERVED PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUOUS WEBS.JOISTS SHALL BE INSTALLED WHERE THE FLOOR RFRAMING THE FU 15 PERPENDICULAR TO THE BRACED WALL LINE, 7.REFER TO DETAi'.DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS,CEILINGS,ROOFS,AND 9. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH APPLICABLE CODES. 4. RESERVED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED PRACTICES,PROCEDURES AND DETAILS, SOLID BLOCKING FOR THE FULL DEPTH D.THE FLOOR JOIST SHALL BE PROVIDED FLOORS. FOR THE LENGTH OF BRACING REQUIRED.THE INTERIOR-BRACED WALL SHALL c� INCLUDING ACCESSORIES. BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S.BUILDING CODE,LATEST EDITION, 10. UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON 5.ALL CONCRETE SHALL 8E NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH 8 EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. 0 n COMPLETION OF ALL ELECTRICAL WORK. OF 3,000 PSI AT 28 DAYS. LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING(MINIMUM DESIGN VALUES: 21.FIRESTOPPING REQUIRED: E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8, �1 Fb=2,800 PSI,Fv=265 PSI AND E=2,000,000 PSI FOLLOWING MANUFACTURER'S RECOMMENDATIONS FIRESTOPPING SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW. 11. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE BUILDING 6.WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, 9.THE ARCHITECT.,,cRTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THE DRAWINGS CONFORM w CODE OF NEW YORK STATE AND THE JURISDICITION THE WORK IS BEING PERFORMED. RECOMMENDED BY THE MANUFACTURER. INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVEL TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR-ENTRAINED TO 4 TO 6%. 7.-PLYWOOD USED FOR ROOF SHEATHING SHALL BE %"CDX EXPOSURE I EXTERIOR GRADE AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL, L. TYPICAL LOAD SCHEDULE }_ 13. ALL WET AREAS(i.e,BATHROOMS)TO HAVE %"WATER RESISTANT GYP.BOARD. EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED TO 5°!o TO 7%. W/A.P.A.INDETIFICATION INDEX 40120 OR BETTER. BATTS AND BLANKETS OF MINERAL OR GLASS FIBER OR OTHER 1. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE � CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. -PLYWOOD USED FOR WALL SHEATHING SHALL BE Y"CDX EXTERIOR GRADE W/A.P.A INDETIFICATION OF APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS � 32/16 OR BETTERFIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF DESIGN CRITERIA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ALLOWABLE u.� . 14. INSULATE ALL PIPING AND DUCTWORK ALL UINHEATED AREAS Wl STUDS OR STAGGERED STUDS. CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK, a- -1"INSULATION ON ALL DUCTS 7.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO -PLYWOOD FOR STUCCO SHALL BE MIN,%"CDX EXTERIOR GRADE FORMWORK,STAGING,BRACING,SHEETING,SHORING,ETC. -1Y"INSULATION FOR ON ALL PIPING ASTM A615-GRADE 60.REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82(FABRIC). -ALL FLOOR SHEATHING SHALL BE 34 -3/"INSULATION F ALL WATER SERVICE PIPING. GROOVE EDGES U.N.O.CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED AT 6"AT SUPPORTED HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS M. ELECTRICAL 0 8. RESERVED EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA SPECIFICATIONS AND COVE CEILINGS. J 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE 15. CAULK AND WEATHERSTRIP ALL WINDOWS AND DOORS AS REQUIRED, 9. ALL CONCRETE FLOORS SHALL BE POURED LEVEL,EXCEPT WHERE FLOOR DRAINS OCCUR,IN WHICH CASE AFG-01 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP Z) THEY SHALL BE SLOPED OR WARPED TO DRAIN, 8.ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL BE WOOD PRESSURE TREATED IN ACCORDANCE AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS NATIONAL ELECTRICAL CODE(NEC)AND/OR APPLICABLE LOCAL,STATE,AND UTILITY COMPANY m WITH THE REQUIREMENTS OF THE CURRENT AWPA STANDARDS C2 FOR WATER-BORNE PRESERVATION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE. RULES,LAWS,AND ORDINANCES, t� 16. INSTALL METAL FLASHING AROUND ALL ROOiF PENETRATIONS. TOTAL SLOPE IS NOT TO EXCEEDS/"BELOW FLOOR LEVEL, p TREATMENT.ALL WOOD MUST BE LABELED,CERTIFYING CONFORM TO REQUIREMENTS DIRECT. AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND U_ 10.REINFORCING IS TO BE UNPAINTED AND UNCOATED,FREE FROM RUST OR SALE,AND SHALL BE CLEANED AND 9.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL GOOF,CHIMNEYS,WINDOWS, 2,VERIFY EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE INCLUDING POINT OF SERVICE, 17. ALL COLORS AND FINISHES,ETC.SHALL BE REVIEWED BY OWNER. ( FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE w STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION. DOORS,ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. AND SYSTEMS CHARACTERISTICS, U7 18. ALL STOREFRONT WINDOWS SHALL HAVE HIIGH-PERFORMANCE,TEMPERED,INSULATED GLASS. ACCURATELY POSITION REINFORCEMENT AND SECURE AGAINST DISPLACEMENT. ALLOW CONTINUOUS WATER FLOW. FIREBLOCKING MATERIAL SHALL CONFORM TO N.Y.S.BUILDING CODE, 3.THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL ►W IF THERE IS A DELAY IN POURING CEMENT,PREVENT RUSTING OF REINFORCING. 10.RESERVED LATEST EDITION EQUIPMENT IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER 11.RESERVED Ln IN19. ALL NON-STOREFRONT WINDOWS WILL BE INDICATED ON DRAWINGS,U.O.N. 11.ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR AS PER LOCAL 12.ALL PARTITIONS,EXTERIOR WALLS,AND CEILINGS WILL BE COVERED'WITH G. STEEL CONTRACTORS,AND GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING _- 00 20, ALL INSULATION SHALL BE PROTECTED BY AVAPOR BARRIER LOCATED ON THE CODES. a"TYPE"X'"FIRECODE WALLS AND CEILINGS IN GARAGE AND OVER BOILER OR FURNACE. PROPER PROVISIONS FOR INSTALLATION OF HIS EQUIPMENT. N 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 WINTER WARM SIDE OF THE INSULATION. 4.ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE"LISTED"BY THAT 06 INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES CONTINUITY 12,SPLICES OF WWF,AT ALL SPLICE EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST 13.DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPPING AROUND ALL OPENINGS GROUP,AND BE F"!LLY EQUAL TO MAKES SPECIFIED. ■ OF INSULATION AT PLATE LINES,SILL LINES, AND CORNERS. CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS 2",NOR AS REQUIRED BY CODE 2.THE DESIGN,EST EDITION AND ERECTION IC All STRUCTURAL STEEL SHALL BE IN ACCORDANCE LESS THAN 8". WITH THE LATEST EDITION OF RISC SPECIFICATIONS. 5.ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. ISSUE DATE 14.PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL 21. EXIT ACCESS,EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE p""�" �. ''�°- .�~�.F BUILDING CODE OF THE STATE OF NEW YORK. 13,ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING CONSTRUCTION. VENT AND MECHANICAL OPENINGS,2'-0'"OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN IN DRAWINGS. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES � 6.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM THE WIRE SHALL BE 16 GA.CONFORMING 70 ASTM A82. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS,RESPECTIVELY. 22. PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS, 15.TAIL JOISTS OVER 4'-0"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR SHORTS,GROUNDS OR IMPROPER CONNECTIONS. 14,ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W/3/"DEEP HANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. 4.PAINT ALL NEW STEEL ONE SHOP COAT RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT SCALE 23, ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT CONTRACTION JOINTS INTO APPROXIMATLEY 4-0SQUARES OR AS SHOWN,U.O.N.ON PLANS. FOR AREAS TO BE WELDED, 7.LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF """" .�` ,` ' " 16.FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE,PLUMB,AND LEVEL NEW YORK,OR APPLICABLE STATE,LOCAL LAWS,GOVERNING JURISDICTIONS. iC U) BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. D. FOUNDATIONS, FOOTINGS & SLABS 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. 8.RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED. �� 24. PROVIDE MINIMUM 50 cfm MECHANICAL EXHAUST INBATHROOMAREA W/NO NATURAL VENTING. 1, FOUNDATION WALLS SHALL BE 8",10",12",AND IT(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. DRAWN ON FOOTINGS WITH 4 CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL Wl 17.NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d MAILS. NON-IC RATED RECESSED LIGHTS TO BE Yz"FROM COMBUSTIBLES. ll"^. :° 71..,. MINIMUM 100 cfm MECHANICAL EXHAUST IN KITCHEN AREA. REBAR AS NOTED IN DETAILS, UNLESS OTHERWISE NOTED ON PLANS. 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION. 11.010 25. MINOR ITEMS OR WORK SUCH AS PATCHING,BLOCKING,TRIM,ETC...SHALL BE PERFORMED AS 18.PROVIDE SOLID SURFACES AT LEAST 1%"IN BOTH DIRECTIONS ALL CORNERS FOR SECURING SUB- IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES, N. PLUMBING REQUIRED TO MAKE THE WORK COMPLETE,WHETHER SHOWN OR NOTED ON THE CONTRACT 2.FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. FLOORING.DRYWELL,ETC.FORM SURFACES WITH FRAMED MEMBERS(OR WITH 2"WOOD BLOCKING FABRICATION SHALL BE STRAIGHT,FREE OF TWISTS, BENDS,OR OPEN JOINTS. JOB NUMBER BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. SECURED WITH AT LEAST 2 8d NAILS AT EACH END. 1. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK =,, 1 DOCUMENTS OR NOT. 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS.IN THE WORK INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. 26. PROVIDE MEANS"FURNISH AND INSTALL" 3.FOOTINGS SHALL BE A MIN,OF T-0"BELOW GRADE,OR BELOW THE FROST LINE 19.PROVIDE%"0"BRIDGING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE b� AS INDICATED BY APPLCIABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO THE AND SUPPORTS SHALL BE 8'-0". FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR 2.INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL 27. THESE SPECIFICATIONS ARE GENERAL IN FORM, ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. SOLID BLOCKING AT ENDS. FOR PROPER INCORPORATION INTO THEIR WORK. FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS.SHALL THE CONTRACTOR IN APPLYING THEM ASSUMES COMPLETE RESPONSIBILITY FOR THEIR USE, ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. STRUCTURAL STEEL SHALL CONFORM TO: SUBSTITUTIONS,CHANGES,AND OMISSIONS. 20.ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. 8.ALL HOT-ROLLED WIDE FLANGE SHAPES A992 3.ALL ITEMS,SUCH AS FITTINGS,ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO 4. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF 21.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE, BA PES AND PLATES A501 COMPLETE THE PLUMBING SHALL BE INCLUDED, r n FOUNDATION MATERIALS(a) LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS,BLOCKING,SADDLES, TUBES 500(Fy=46KSI) 4.SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED 8Y LOCAL CODES. HANGERS, ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS CLASS OF MATERIAL LOAD BEARING SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND OF THE AISC SPECIFICATION. 5.PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE PRESSURE(pounds per square foot) CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED APPROVED BY LOCAL CODE. H CRYSTALLINE BEDROCK 12,000 IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE REQUIREMENTS. H. MASONRY 6.ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING,ALL WATER �. 0 [ 22.BEAMS WITH FLITCH PLATES TO RECIEVE STEEL PLATE LENGTH AND WIDTH OF WOOD BEAMS HOLDING 1.ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 SUPPLY PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. Q SEDIMENTARY AND FOLIATED ROCK 4,000 FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLT FLITCH WITH 1/4"BOLTS AT 2'-0"O.C. AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK TO BE TYPE 1.MASONRY V0 -',, STAGGERED,WITH TWO BOLTS AT EACH END. UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH, 7.PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS I-� ■ w It SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 INSTALLED.INSTALL DRAIN VALVE AT WATER METER WITH Y4"HOSE THREAD AND VACUUM IL � 2.WALL REINFORCEMENT SHALL BE APPROVED NON-CORROSIVE METAL TIES,VERTICAL SPACING OF BREAKER. H NZ) SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL 2,000 REINFORCING MUST NOT EXCEED 32"O.C. (( � z and CLAYLEY GRAVEL FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa 8.PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. V 0C7°' (SW,SP,SM,SC,GM,GC) a•WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING 3.WHERE LOOSE LINTELS ARE REQUIRED IN MASONRY VENEER,USE 4"x3-112"x5(16"THICK STEEL �1 CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. ANGLE.(NOTE THAT FIRST DIMENSION IS VERTICAL LEG,UNLESS OTHERWISE NOTED.) 9.INSTALL ALL COLD AND HOT WATER PIPING. r) /�^y CLAY,SANDY CLAY,SILTY CLAY,CLAYLEY SILT, 1,500b b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 psf � /� �"",��/ < SILT and SANDY SILT ARE LIKELY TO A PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL 00 4.BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR 10.FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED V ) � (l ,, (CL,ML,MH,and CH) DETERMINED BY A SOILS INVESTIGATION. BOLTS,FLASHING,STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL WASTE,VENT, AND WATER SUPPLY PIPING BY PLUMBING CONTRACTOR.ALL SUPPLY PIPING TITLE r-171," ,1'17',_��11"��, < s WORK Wl ANCHORS,ETC. TO BE VALVED. TABLE R602,3( ' TABLE RGO2.3(1)- b-�u� nued R301.2.1.2. INTERNAL PRESSURE. FASTENER SCHEDULE FOR STRUCTURAL N8EK8BERG FASTENER SCHEDULE FOR STRUCTURAL MEMBERS �� MECHANICAL WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS 1.COORDINATE HVAC DISTRIBUTION SYSTEM,INCLUDING ALL CHASES,DUCTS,BRANCHES,ETC.WITHNUM DER AND TYPE OF SPACING OF FASTENERS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY DESCRIPTION OF BUILDING ELEMENTS PASTENERO-b,c SPACING OF FASTENERS DESCRIPTION OF BUILDING Intermediate CARPENTRY WORK. ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED Joist to sill or girder,toe nail 3-8d (21/2" x 0.113") MATERIALS DESCRIPTION OF FASTENERb,c,e Edges(inches)l Fllupporte,e(inches) OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE 1"od-,str,u,c,_tu_rnI panels,subfloot,roof and wall sheathing to framing,and particleboard wall shenthing to framing 2.ALL PIPING AND ASSOCIATED EQUIPMENT SHALL BE HYDROSTATICALLY TESTED AT CODE STANDARD M|SSLE TEST OF ASTM E 1985 AND OF ASTM E 1886 REFERENCED THEREIN. AND NOLESS THAN ONE AND ONE HALF TIMES THE MAXIMUM OPERATING PRESSURE. I"x 6* subfloor or less to each joist,face nail 2,slaples, 1314,, -)n(2'* x 0.113")imil (siil)fl6 129 6d cornm( oor.wall) 3ALLUOCT�ORKKURD|DTR0UT|ONSY�TE�)TOBETESTE�ANDBALANCEDUN��COROANCEVY|TH EXCEPTION: WOOD STRUCTURAL PANELS WITH � MINIMUM THICKNESS OF 3ks" (11.1 mm) AND A ^�MACKAAND ASHRAESTANDARDS.THIS|8TOINCLUDE|ND|NDUALEQUIPMENT FUNCJ0NALPERFORMANCE MAXIMUM SPAN 0F 8 FEET /243O mm\ SHALL BE PERMITTED FOR OPENING PROTECTION |N ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 8ND|NTEGRAJEDSYSTEMRE8U|RMENTS. - . ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH 48PL|TTERDAMPERS AND/OR BALANCING DAMPERS TO8EUOL|ZEDATBRANCH TAKE-OFFS.COMPLETE TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADSStud to sole plate.toe h' WITH QUADRANTS INDICATING DAMPER POSITION.ATALL CHANGES OFDIRECTION|NMAIN AND BRANCH DETERMINED IN ACCORDANCE WITH THE PRDV|3|0N� OF THE BD|LD|�� CODE OF NEW YORK STAJE. I'/I"galvanized tooling nail 8d common Double stud-.face nail 10d(3"x 0.128") 'A"structural cellulosic fiberboard sheathim, I - 3 6 DUCTS,VANED ELBOWS ORRID RATIONS OFi.6. TABLE ��O1 � 1 � 25 1-14 g,.tivanizedr(�ofinLii�iiIS(iconitnoti 6 6 RETURN PIPING OFBASEBOARD RADIATION TOBERUN BENEATH ACTIVE SUPPLY L|NEANDBELOVYOONTROL `^ ^^~�^- ^ ^~. '.~-. ..~- 'VALVE.ALLTOBEHOUSEDW|TH|NBA8E800DRADUAT0NCOVER.ASREOU|RED' WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE Double top plates,,minimui.i.i.2 1 4 i..nch offset of end joi rlis, 11/2"galvanized rool i m7 nail; �(�� VVO��F� ��D��U�4 ��0�i� »'»'c'u' face nail in lapped-area 8-J6d(3l/2"x 0.135") - IA"gypsum sheathing" 6d con"non (2"xO.131")n�ii);st'.Iplegaiviiiized 4 8 G.ALL AIR FLOW DEV�ESTOHAVE|NDK8DUALCONTROL TOFACL�ATEBALANCING AND|NDK4OUAL FOR `' ~-^^^^ STRUCTURAL PANELS'� '--- OWNERITENANTPREPERENCE' FASTENER SPACING Rim joist to top plate,toe nail Sd(2'J,"x 0.113") 6"o.c. 1'14"galv-anired roofing nail; 7.PROVIDE NECESSARY EXHAUST SYSTEM,INCLUDING PIPING,FLUES,VENTS,ETC.,AS REQUIRED BY STATE FASTENER Top plates.laps at corners and intersections,face nail 2-10d(3 x 0.128") - On - AND LOCAL CODES,FIREPROOF,ASREQUIRED. 4 FOOT 6 FOOT -_ I vani zed P/," long. 151," screws,Type W or S TYPE PANEL SPAN Built-up header,two pieces with spacer 16d(3'A x 0.135") 16"o,c, along each edge Cs I I Wood structurol panels,combination subfloor underlayment to framing < 4 FOOT < PANEL SPAN < PANEL SPAN along each edge 8.SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE LU INSULATED TO A MINIMUM OF R-6 AS PER THE LATEST EDITION OF THE RESIDENTIAL CODE OF NEW YORK STATE. WOOD SCREWS 6 12 FOR S|: 1 INCH= 25.4 mrn. 1 FOOT= 304.8 mm. 1 POUND= 0.454 kg. For SI: \ inch=2l4mn`. lfoot=3/n,8mm. | mile per hour=0.447rn/i� ;k,i=6.n95x«,a� 0 E 1 MILE PER HOUR= 1.8O8 km/hr. x� ��|m�|,��unvvVm^mm»n.hnxn,��`m�ds.u`k»�x�rp/�h,�oh,n,i�csu�d�Nmi|^u�d6x�wmi^�ovd,h*u�hin�coonrchme�s||hu`�minimuom ' u,~m�obonding yield uon/b�mishown, 90 kvi for nhi0 cfian,,~Ter or o.192 incii(200 corrinion nail),90 k si for shank dianieters larger than O�142 inch but o THIS TABLE |S BASED 0N 1JU WIND SPEEDS AND � JJ-FOOT MEAN ROOF HEIGHT. nu/|^/��r�8xnU�|77inr�n'� lOOk,�hv�wm di�nc��o[O,l42inch mr�xs. ' hSup|u^u,� |h�u�c�i�runihov�ominin`u� '/ inobxm�io^`,/orcmpnvi��h b FASTENERS SHALL BE INSTALLED AT OPPPOS|NC ENDS OF THE 00DD STRUCTURAL PANEL. . ` /^' . � c' Nni ,shall bc spoccdmt not more than 0inches(in center maU xupporxwhere spans are 4m inJ`mn, ncmcr. c' WHERE SCREWS ARE ATTACHED TO MASONRY OR ^^~~''^/ STUCCD' THEY SHALL BE dy^up�wrhy8'fmtmr4'Rxvhyv'h.'/pxno�sbxUo*op�iodvohc�|y' UJ 0 In ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY C. 8pncinmf/v,tencnnot included iuthis/xhlcxkoObeh'uudonIub|/Rxn23(2). OF 490 POUNDS. Wider than I" x 8" sheathing to each bearing,face nail. [ 6vn:�ion�hnrin&ho�cnin�m�rrdnf(mmphnr��x�rr.*�dr[nmu,/ (211,"xUJ2muu||`�hoU�vnxcd��axochin�pl7�o*|^m1woc��/mcmr�pxnd 0 roorsheatbing to frarninu witbiii Ininimurn 48-inch clistance from gable end walk.if mean rcied h�igmi,more than%5feet,vrm35feet maximum. g. For re�mphning�micwind sp�dv�>uon�hwr|r*`."�ukr,tudinxWood�mror�p,oc/mrf�e*hin&t^gwWeend wwO�omiog��|hmxpxm�6 inches onxrnucTvhrnbasic win'} greater than Ym.m7h.nails K`,xmuMingpanel n*l'sheudhin�umio�nocdiumouppo�n�aDhrqpwo�|6inches*n UJ 0 Nail ench Inyer as follows- 32" oe, at top '�om,tvrminimvm�n-mrxu/,mn�c/,`mno#�.mur`pn./�^^/rc°u�w��mm0�wcon"nco`=/ uvmx/a"p.Jwwxbmn�*e� Built-up girdersand bearns.2-inch lumber layer� IOd(3" x 0.128") and bottom and staggered. Two nuil,, at h. Gvn`vmnh,u/Nuc^hoUcm`h�`wAST&YC7Yand ob^U��jnwaUeJ\nur**rduncewith OA 253.Fiberboard she^dbinguhuOconform tvA8TNIC288. ends and it each splice. i8pxdng(if fi'onrrioofloor shn,ohin�m}`poodcdgcxopy|iumpnndcJg�ouppnncdhy �an'ing mcmh��,od�Yvf�dN�klogand ou�lOvm n"1y� . 8yocingoffasteners. o wvp[s* inppunr|rdg:,xpp]i,s s.n*nc)edges ^q�v�= framing � � � o'N umVxr�u� � o� n�� 8| mg ofn`vfvr �Roof rafters to ridc-,c,valley or hip rafters: o^,Nc,�in�pxnc|*Y�c^pr��udicv�x,m�h:h'omio�n`�m�,mucr 'm/kw�roviJcd�xccp� '/`nqoi��hyo�hcrprnris�mnnof/hivuodr�F|ou,y�irnc�r � shall tie supported by framing members^,xn|id blocking. face nail 3-16d WA"x 0.135 Rafter ties to rafters,face nail ry N 0 11 Collar tie to rafter,face riail, or 11/4" x 20 gvy rid-e!strap 3-10d(-3 x0.128") (c*n/iued) TABLE R301.5 TABLE R301.6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE _J PER SQUARE FOOT OF HORIZONTAL PROJECTION _J < (in pounds per square foot) Ln TRIBUTARY LOADED AREA IN U-) USE LIVE LOAD SQUARE FEET FOR ANY CO V) Attics with limited storaLe!,h 20 STRUCTURAL MEMBER ROOF SLOPE 0 to 200 201 to 600 Over 600 Attics wiffiout storageb 10 Flat or rise less than 4 inches per 11) Deckse 40 foot(1:3) 20 16 4- EXIST, VTR Exterior balconies 60 Rkc 4 inches per foot(1:3) to 16 14 12 ROOF Fire escapes 40 ca Guardrails and handrailsd 200 Rise 12 inches per foot (1:1) 12 12 12 . UJ and greater 0 2: TER BATH FBATH #3 [LAUNDRY KITCHEN For SI: t square foot=0.0929 m2, I pound per square foot=0.0479 kNT/m2, PLUMBING RISER FMAS FBAT4#2 F Passenger vchic1c ,naragesa 50-1 1 inch per foot=0,0833 ninihn. 0 rn 1. ALL POTABLE WATER LINES TO BE%"TYPEV EXISTING Rooms other than sleeping rooms 40 TABLE R301.7 COPPER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS.,b.. E71 E71 2.ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE Sleeping rooins 30 SCHED.40 P.V.C.MIN. BELOW GRADE TO BE E.H.C.I. ALLOWABLE 3.ALL PIPING BELOW GRADE TO BE CAST[RON 1 IV IT 1Y2" ly2m 11Y2" IT 1)/2 2-1 1Y,'l 2"1 IY2.1 Stairs 40c' STRUCTURAL MEMBER DEFLECTION For SI: I pound per square foot=0,0479 K-Nhn2, I inch 645 11IM2. FROM DW I pound 4.45 N. Rafters having slopes greater than 3/12 with no U180 SHOWER SHOWER DRAIN W DW it. Elevated garage floors shall bec�tp.,tbleofbuppoi-tin,,,12.000-poundloLid Lip- w| na attached to rafters LOWER LEVEL | L �Dq plied over a 20-square-inch area. Interiorwalls and pLirtitions 1-1/180 CL C.O.2' 1Y2" 3" 2' 2" 1Y2" 3' 1 2* 31 1Y2` 2" 11Y2 b. Applies to attic spaces mectine, the requirement� in Section R802.4.1 for -lastcred ceilinLns U360 conventional ceil in 2 joists and Section R801.10.7 for trLl sses. Attics without soor, -cen joist and rafter is structur�d mernbers U240 t a2e are those w�lcre the maximum clear height bct,�k All othei C.O. EXISTING less tTian 42 inches.or where there are not two or more adjacent trusses xvith Exterior walls, with plaster or stucco finish fV360 co LJZ:�7L EXISTING L by 2 feet wide,or greater, located within the piane of the truss. For attics Of Exterior w-alls-%vind loads4,with brittle finishes L/240 0 without storage.this live load need not be assumed to act concurrently with anv other live load requirements. I lExterior walls-wind load,,a with flexible finishes L/120 EXISTING TO EXISTING c. Individual stair treads shall be designed for the uniformly distributed live NOTE:L=span length, H=span height. LO EXISTING omil 1 1 tllr%if 0 f 0 1 F-1vi load or a 300-pound concentrated load actim, over an area of4 ,quare a. The wind loadshall be permitted to be taken as 0.7 times the Component and HOUSETRAP inches, whichever produce,,the greater stresses. U-) I Cladding lcfa&for the purpose of thedeternlinim,deflection limits herein. 0 G.C.TO VERIFY d. A single concentrated load applied in any direction at any point along the L For cantilever members,L shall be taken as twice the lelloth of the cantilever. V-4 EXISTING CONDITIONS top. 11 1 1 c. For aluminum structural members or panels used in roofs or walls of still- r14 eSee Section R502.2.I for docks attached to exterior wal1r. room idditiow, or patio covers, not supporting edge of glass or siind��ich f. Guard in-fill components(all those except the handrail),balusters and p 1 7 r,inels.the total load deflection shall not excee�L i6O.ror sandwich pariels Lille C used in roof's or walls,of PLUMBING lK8��UkJ�� K(�[�� |8��»�K� ticcdnn shall not exceed l�l20.�----- patio- covers,--------- � � 50poundson an areaequal to I square foot.This TABLE P301.5 ~~~~~~J " U SCALE:Y4"=1yW MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS cC7" (in pounds per square foot) AS NOTEDApplies toattic spaces not meeting the requirements for storaL e per footnote b, See Section R807.4,2 for conventional ceiling joists and Section USE LIVE LOAD SCALE R802.10.6 for trusses. For attics,xvith limited storage and constructed with At*ics with limiledstoralge"'t' 20 trusses, this live load need only Lie applied to those portions of the bottom Attics without storaget, C 10 3C chord of not les,;than twoadjacent trusses with the sarnevveb configuration containing a rectangle 4-1 inches(1067 rnrn)high or preater by 2 feet (610 mni) wide or greater, located within the plane of the truss. The rectam-fle L�71111 I " . -1n11,__1' shall fit bet%veen the top of the bottom chord and the bottom of all) Exterior balconies 60 11.010 mernher. provided that each of the following criteria i�,met. Fire CSCIIIX'S 40 1.The attic area is accessible hya pull-down.'siiinvay or framed opening in Guardrails anJ handrails" -)Of) JOB NUMBER accordance with Section 807.1: and Guardrails in-fill components 2.The truss shall have a bottom chord pitch less than 2:122. Passenger vehicle garage�ll h, Attic spaces served by a fixed stair shall he designed to SUpport the minimum Z 50a live load specified 17�r sleepin-rooms. Rooms other than rooms 40 � For5t i 7onndn«,square foot=o.0479kNnm�. | squure inch=(45mm2, | round=4,45K, ^ =`--`-'-~--"-~''-`-°`---"'-'---^'-'`°^^THE FOLLOBUILDING CODE NOTES: WING FQLLOW|NG AR[ EXCERPTS OF THE RE3|DENTIAL CODE OF THE STATE OF NEW YORK - LATEST ED|T|ON CLIMATE AND GEOGRAPHIC DESIGN CRITERIA FfL�u [REFER TO TABLE R301.2(2-6) OF THE RESIDENTIAL CODE OF NEW YORK STATE.] ED ZD WIND SUBJECT TO DAMAGE FROVI GROUND SEISM11C WINTER ICE SHIELD FLOOR W SPEED WEATHERING FROST LINE TERMITE DECAY SNOW LOAD (MPH) DESIGN DEPTH DESIGN TEVP UNDERLAYMENT HAZARD CATEGORY REQUIRED 0 20 PSF 110 MPH NASSAU:C SEVERE 3 FEET �vIODERATE SLIGHT TO NASSAU: 13 YES cs per < 0 ' R301.2.1.1. DESIGN CRITERIA: AREA LOCATED WHERE WIND SPEEDS EQUAL OR EXCEED 110 MOH. 0[S!SN CRITERIA BASED ON AMERICAN FOREST AND PAPER ASSOCIAT10N (AF&PA) WOOD FRANE CONSTRUCTION MANUAL FOR ONE-AND-TWO R\W|LY DWELLINGS NYFCV> TITLE 1 I A.202 GENERAL NOTES A21o3 1. SEE GENERAL NOTES ON A-002.00 FOR ADDITIONAL REQUIREMENTS. 35 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY OTHER GOVERNING JURISDICTION. 8'-11" 17'-2" 9'0"00 ; ALL STRUCTURAL LOCATION OF 3. SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI,P.E.FORA L INFORMATION,FRAAIING MEMBER SIZES,LOCATIONS,AND DIMENSIONS. NEW FOUNDATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ ' 4. ALL EXTERIOR(FOOTPRINT)DIMENSIONS WERE TAKEN FROM SURVEY FROM LISA McQUILKEN EXTERIOR DIMENSIONS PRIOR TO ANY CONSTRUCTION_ f " DATED 4.19.12.,G.C.TO VERIFY ALL EX LINE OF SPIRAL . \ I t 4 d ..° °' z-•• ° •, +. d .° Q,. • • • d a ° - d � • 'r..d. I b�'V- .moi 5. VERIFY/PROVIDE INSULATION IN ALL EXTERIOR WALLS.REPLACE ANY THAT IS DAMAGED. STAIR ABOVE 6. OWNER TO SELECT ALL: A A 6.1. FINISHES _ I SEE STRUCTURAL DRAWINGS S-1-S-4 BY 1 I r 6.2. FLOORING �-�� ,\., ..� -� e 6.3. WALL TREATMENTS �. ,� �; JOSEPH FISCHETTI FOR ALL 6.4. APPLIANCES �/ I \� I FOUNDATION INFORMATION 6.5. EQUIPMENT A204 I Y I 1 °" 6.6. FIXTURES 7. THE PREMISES LOCATED ON 325 WILLOW POINT ROAD,SOUTHOLD NY,IS TO BE CLEANED OF �- UNEXCAVATED Lu ■ SUNROOM ABOVE > I I DEBRIS EVERYDAY PRIOR TO CLOSE OF THE DAY AND REMOVED.PREMISES MUST BE LEFT IN A I I NEW 4"CONCRETE SLAB ABOVE m I 'I 2 SAFE CONDITION GENERALLY FREE OF ANY DEBRIS. 1 8. GENERAL CONTRACTOR(G.C.)TO V.I.F.CONDITION OF ALL EXISTING FRAMING.REPAIR/REPLACE I d. I ° '� I AS REQUIRED. I I I A.204 iJ.. Ln E 9. G.C.SHALL PROVIDE BID FOR ALL ROUGH CARPENTRY. - I I Lu 3 - - - - -I- - - - - - - - - - - - r - 10. G.C.IS RESPONSIBLE FOR: - - �� 2'-0"X3'-0"STEEL FOOTING � I - - - - - - - - - -� - - �- - - - - - - - - - - - - �„� � O 10.1. PROVIDING MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A - - - _- -- u_ - PILE CAP(2)PILES I T `(" _ _ - - -� - - -- - - - - - - - -- - - V RESULT OF THE WORK OF THE CONTRACTOR TRADES ONLY. - 102_ PROVIDING ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF I I I I 2'-0"x3'-0"'STEEL FOOTING I I L l I W H '� WORK. I I I I COLUMN ABOVE PILE CAP(2)PILES I I O \- �, 10.3. REQUIRED TO PATCH,REPAIR,AND REPLACE ANY AREAS THAT ARE ALTERED OR DAMAGED I I I I I Q /-� � E DURING THE PROCESS OF ALTERATION. I I COLUMN ABOVE- 10.4. SUBMITTING ALTERNATES I SUBSTITUTIONS FOR REVIEW AND APPROVAL BY CLIENT PRIOR -J I � TO PURCHASING MATERIALS.ARCHITECTS REVIEW IS LIMITED TO THE SOLE PURPOSE OF I •.4 CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT PRIOR TO CONSTRUCTION. I ( i I ,a .� _0 ko Ln NOT SCALE OFF OF DRAWING. 10.5. G.C.AND/OR SUB-CONTRACTOR'S WILL N I �I ( 10.6. ALL PURCHASE ORDERS FOR SPECIALTY ITEMS,FINISHES,OR FURNITURE ARE TO BE I ° - - - E - 1 I I Q)ry 0 SUBMITTED TO CLIENT FOR APPROVAL AND PAYMENT PRIOR TO PURCHASE. III I ,I . Ln 10.7. THE DELIVERY AND INSTALLATION OF ALL SPECIAL PURCHASE ITEMS AND APPLIANCES. I I �- =� - J �• I 1 I r_f 10.8. THE COMPLETION OF WORK ACCORDING TO SPECIFICATIONS AND ANY APPROVED 1 11 °'° SUBSTITUTIONS.G.C.MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET I 1 I r "I" W ACCORDING TO CONTRACT SPECIFIED AMOUNTS,CLIENT WILL NOT BE RESPONSIBLE FOR EXISTING FOUNDATION j 0 T V CHANGES TO PRICES IN MATERIAL AND(LABOR.G_C MUST SECURE COSTS AND GUARANTEES WALL,TYP. : " ° ,a FROM VENDORS PRIOR TO SUBMITTING FINAL BID. r ( Q 10.9. THE COORDINATION AND THE SCHEDULING OF ALL APPLICABLE TOWN OF SOUTHOLD INSPECTIONS AND OTHER APPLICABLE JURISDICTIONS. I I FIRE PLACE � N 10.10. CONTACTING ARCHITECT PRIOR TO CONSTRUCTION IF ANY VARIATIONS EXIST BETWEEN THE 2 20-10 5'-0" FOOTING CONFIRM/VERIFY IN FILED I 1 � 1 H L 1 � � c EXISTING GRADE BEAM � FIELD CONDITIONS AND THE DRAWINGS, I LOCATION OF EXISTING I /�/ N Q h 11. ALL DIMENSIONS ARE FROM STUD-TO-STUD UNLESS NOTES AS"CLEAR". A201 I - - - - - - - - - - - - - - - - - I FOUNDATION WALL 1 I- _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - , y (L 12. FOR PAINTED PARTITION WALLS,ALL PARTITIONS SHALL BE TAPED,SPACKLED SMOOTH,AND - - - - - - - - - - - - - - - SANDED READY TO RECEIVE PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND INDUSTRY STANDARDS. I I I ( III I O 13. FIRE-STOPPING SHALL BE PROVIDED AS PER BUILDING CODE IN THE FOLLOWING AREAS: LINE of WALLS I ( I UNEXCAVATED � I I I I� I 2 - .,s a.. • .. }- 13.1_ ALL VERTICAL CHASES AND FLOOR PENETRATIONS. ABOVE,TYP 1 I I I EXISTING SLAB ON GRADE Q i I I I� A202 U_} 132. ALL FIRE-RATED ASSEMBLIES. 13.3. ALL FIRE DIVISIONS AND SEPARATIONS. 111 I I I Q I I II J O 13.4. ALL PERIMETER FURRING AT MASONRY WALLS. 13.5. ALL LOAD BEARING PARTITIONS EXISTING AND NEW. RED BY CLIENT. I 1) ( ( I � o I I 1 I H � 14. ALL APPLIANCES TO BE APPROVED AND ORDS � 15. MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT I i I I - - - J I I III ( 00 W CONTACT WITH CONCRETE. 16. TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. C - �-�� C - w z I I III I 17. ALL FINISHES,INCLUDING BUT NOT LIMITED TO,FLOOR,TILE, CABINETS,TO BE APPROVED BY F= I I I I H CONFIRM J VERIFY IN FILED CLIENT. I LOCATION OF EXISTING LL 18. ALL FLOOR TILE TO HAVE A COEFFICIENT OF FRICTION(SLIP RESISTANCE)OF >0.6% WHEN WET, 1 FOUNDATION WALL I I III 19. ALL FLOOR TILE TO HAVE A WATER ABSORPTION OF<0.5°`0 _ I I 1 II �• 20. ALL EXTERIOR WOOD OR WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. - - - - - - - - - - - - - - - - - 21. REFER TO D-101.00 FOR ALL REQUIRED CONNECTIONS,FASTENERS,AND STRAPPING I i - _J L I i I ,-f ') REQUIREMENTS. F Ln 22. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,ROOF PENETRATIONS, I I 1 l I I III W AND RIDGES,TYP. 1 I s- L - I I l) G 23. INSTALL ICE DAM PROTECTION T-O"FROM EDGE OF ROOF(TYP.ALL EAVES) I I (- - - -� - ( I I_JI '� Q 24. PITCH ALL GRADE AWAY FROM BUILDING.GRADE MIN 6"FOR FIRST 10'-0"AS PER R401.3 OF THE I I F I I a- O N.Y.S-BUILDING CODE,LATEST EDITION. 25. G.C.TO REFER TO MANUFACTURER'S SPECIFICATIONS FOR ALL APPLIANCE DRAIN REQUIREMENTS. UNLESS OTHERWISE NOTED(U-O.N.) F Fl III 1. FLOOR PLAN ROOM DIMENSIONS ARE FROM STUD TO STUD. I 2_ EXISTING WALLS TO EXISTING WALLS ARE NOT DIMENSIONED. I I 3. ALL WALLS TO BE%"TYPE'X'GYP.BD. I I 4. ALL INTERIOR DOORS TO BE SOLID CORE,P.-T.GRADE WOOD 1%e'THICK.(U.0-N.) I ( 12"POURED CONC.FOUNDATION WALL ON 0 5. ALL ANGLES ARE AT 45°,U.O.N. 1 12"x24"POURED CONC.FOOTING _ - _ - ( I _ 6. ALL STRUCTURAL POSTS/COLUMNS TO BE MIEASURED TO THE CENTER LINE. 7. ALL WINDOWS TO BE MEASURED TO THE CENTER LINE. I ( I zz ELECTRICAL NOTES: ° • / �' --- °° • , 1. ALL OUTLETS TO BEGFCI. - - - - - - - I - - - - - - - - - - - -(- - -1- - F- -e- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -� 2. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY.VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. m 3. ELECTRICAL UNDERWRITERS CERTIFICATION IS REQUIRED BY VILLAGE ACCEPTED AGENCY. I I � 1 1 � ' 4. PROVIDE AN EXHAUST RATE OF 50 cfm FOR ALL BATHROOMS&100 cfm FOR ALL RANGE HOODS. I I I I Q 5. LIGHTING AS PER OWNER. LEGEND: 6, RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH. J 7. RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED. X=HELICAL PILE'B'UNDERPINNING BRACKET Z H 8. NON-IC RATED RECESSED LIGHTS TO BE Y2"FROM COMBUSTIBLES_ 0=HELICAL PILE W TYP.10 TON WORKING LOAD SEE STIRUCTURAL DRAWINGS S-1-S-4 BY 9. NON-IC RATED RECESSED LIGHTS TO BE 3"F ROM INSULATION. JOSEPH FISCHETTI FOR ALL NOTE: FOUNDATION INFORMATION MECHANICAL NOTE: LOCATION OF ALL FOUNDATION PILES,BRACKETS,FRAMES,AND FOUNDATIONS AS PER STRUCTURAL DRAWINGS A.201 T; MECHANICAL WORK WILL NEED TO BE COORDINATED SUPPLIED BY JOSEPH FISCHETTI,P.E_ WITH OWNER ■ GUARD RAILS PROPOSED FOUNDATION PLAN ISSUE DATE WHERE RAILINGS ARE INDICATED,TOP OF GUARD RAIL T-0"ABOVE FINISHED SURFACE,BALLUSTERS<4"O.C.TO COMPLY W/ SCALE:)/4"=l'-0" AS NOTED SEC.R312.1 &311.5.6 OF THE N.Y.S RESIDENTIAL BUILDING CODE, LATEST EDITION INSTALLATION NOTES: SCALE SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R313 OF THE LATEST EDITION OF EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK 3C THE 2010 NEW YORK STATE RESIDENTIAL BUILDING CODE: (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) ALL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R313 OF THE N.Y.S. DRIVE POST INTO GROUND UNTIL NETTING IS APPROX,2"FROM THE TRENCH BOTTOM DRAWN RESIDENTIAL BUILDING CODE,LATEST EDITION LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH 11.010 IN THE VICINITY OF THE BEDROOMS AND IN THE BASEMENT JOIN SECTIONS AS SHOWN ABOVE. INSTALL A CARBON MONOXIDE DETECTOR ON ANY STORY HAVING A SLEEPING AREA,WITHIN JOB NUMBER 15 FEET OF THE SLEEPING AREA. STABILIZE ENTIRE PILE WIITH ALL DETECTORS TO BE HARDWIRED TOGETHER WITH BATTERY BACKUP VEGETATION OR COVER WIRE OR SNOW FENCING STAPLED TO POSTS, RECEPTACLE NOTES: EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER IN EVERY HABITABLE ROOM,RECEPTICLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT MEASURED FABRIC WITH FLOW RATE OF 0.3 GAL./S.F.fMIN.ATTACHED 2 RE-BAR,STEEL PICKETS,OR TO THE FENCE&EXTENDING INTO TRENCH WIRE OR NYLON BOUND BALES HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET FROM A STABILIZE ENTIRE PILE WITH 2"x2"STEEL STAKES 1-112"TO 2"IN GROUND PLACED ON THE CONTOUR RECEPTACLE OUTLET. VEGETATION OR COVER 2 5`-0"LONG STEEL CHANNELS OR ANGLE FIRST STAKE TOWARD PREVIOUSLY REFER TO CHAPTER 38 OF THE LATEST EIDITION OF THE N.Y.S.BUILDING CODE FOR ALL RELEVANT : " 1 4"x4"WOOD POSTS,2'-0"INTO GROUND, LAID BALE INFORMATION 2 10'-0"O.C. r) (Wi :: . . GRADE GRADES •777 FLOW -- ' BACKFILL AND COMPACT INSTALLATION NOTES: :+j " EXCAVATED SOIL ,4 P--1 ; ;;. :'.i .' INSTALLATION NOTES: AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND(STABLE 4 �//� i ` BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS w MAX.SLOPE SHALL BE 1/2 �` ` 4"x4"TRENCH UPSLOPE �' EACH BALE SHALL BE EMBEDDED 1N THE SOIL A MINIMUM OF 4" � ■ m It UPON COMPLETION OF STOCKPILING EACH PILE SHALIL BE ALONG THE LINE OF POSTS �/ , '. �'f"4' EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR �-+- E,.� 7---1 15;- ;" SURROUNDED DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND W , WITH SILT FENCING 0R STRAW BALES,THEN STABILIZED WITH ��, REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE ■,,.1 (� :D STRAW BALES OR VEGETATION OR COVER � Z ,; SILT FENCE Q W Lu SOIL STOCKPILING DETAIL SOIL STOCKPILING USING SILT FENCE DETAIL 4 SILT FENCE DETAIL31 5 STRAIN BALE EMBEDDING DETAIL U o SCALE:N_T.S. TITLE 2 SCALE:N.T.S. SCALE:N.LS_ SCALE:N.T.S. _ E•. d A.203 A.202 i EXISTING FOOTPRINT.NO ENCROACHMENT TOWARDS CANAL a if r o EXISTING FOOTPRINT EXISTING FOOTPRINT EXISTING FOOTPRINT o � , •` AREA#1-SEE GENERAL NOTE#d AREA#2 AREA#3-SEE GENERAL NOTE#4 Z;) co zz c� o R 8 6" F7 35 82" co w w p �" O ■ ¢ INTERIOR B INTERIOR 1'-12" F5 1'12" 82 ¢ Q ' D 7-1 "EQ. EQ. 2" CLEAR OPENING WIDTH:16'-4" - 5-5oo 3'-11 ' �F4 T-11 ' T-112" Fd 3'-111" W Ln 2 2 LOCATE PROPOSED SUNROOM WALLS AT w w L EXISTING FOOTPRINT. w 00 Ln U uj OMF 912-16x10 r) 0) SIMPSON MOMENT FRAME PROPOSED OUTDOOR F6 I PROPOSED SLAB=34'x" v LuV / t o � SPIRAL STAIR TO SECOND FLOOR w �► ko Ln fu A.204 / I SUNROOM 0 4— U) EXISTING �_ I8'-6" w J L C-H.= A-F.F. Y w F8 t� CONSTRUCTION,TYP. HOSE BIB i W 10x30 VERTICAL m 2 W V ' MEMBER ABOVE,TYP. «, = A.204 -- i _ -- - " `N W 18x65 VERTICAL LEADER,TYP. W 18cn HOSE BIB LEADER,TYP. 1 x65 VERTICAL MEMBER . MEMBER _ _ _ _ _ _ _ _ _ _ _ LINE_OF_EXTERIOR_WALL ABOVE _ _ _ __ _ _ _ _ _ _ _ _ EXTERIOR FACE OF EXISTING STUDS,TYP. I — — — — — — — — — — — — — — — — — — — __ _ _ — — — — O — — — — — — — — — — — — — — — — — — —W 46xa7— — — — —— — — — — — — — — — EXTERIOR FACE OF EXISTING STUDS,TYP. - - - - - - - - - `� j � V/ N — — — — — — — — yf��a �� — e` / ,f'!' — (� L ' 2-1 4°x11%"LVL 2,0" - - - - - - - T�- - - - - - - - � � - - - - - - - - - - - - - - - - - — 2-1 a"x11 a"LVL (—� 2-2"x12"HDR- T I7 0 r` M-¢ 2-2"x4'"POST UNDER w BEAM ENDS TO I to FOUNDATION Y2"PLYWOOD SHEATHING T4 LINE OF COLLAR TIES V FULL LENGTH/HEIGHT I I u, LINE OF COLLAR TIES f • I I I I 1 OF WALL ° - - - - - - - - - - - - - - I I II I I I rl (n ° i F I I I I I I I I I I BEDROOM#4 G I I I I EXIST SLAB=34'-7" I I I I I MODIFIED WINDOWS v a �, MASTER " - � � / � SILL REINFORCING NOTE: � I N W BEDROOM f /' `r' I I I I I ALIGN n I _M w o EXISTING SILL PLATES (f z z � I " w ALIGN I I I I I I I f= o `� REINFORCED TO EXISTING � H U w ¢ �•, ¢ ci w B.O.COLLAR > / 7iso ci o o o I N o CMU FOUNDATION WALL WITH w q z ¢ I N ,� _ �= TIES=11'-0" 4 I I I I i t I I sD o o 2 0 ¢ ai o o t� f I I I 2-2"x6"POST UNDER I IL--� o `� X z %"ANCHOR BOLTS @ 24"O.C. t-- c;VT A.201 z ALN 2"x8"CLG.JSTS a(� i BEAM ENDS TO CO SD N w FILL CORE SOLID Z v o w l x co 16"0-C. 3'-0"FIREBOX I I I FOUNDATION TYP. I I UCF I \ 3090 ❑ v `� N `� N HALL/CL. /, I I I I ALL CONDITIONS --- I I I ' 0 2 U PROPOSED z N o �, FLAT C-H.=9'-0"" I I I I ICE I CONSTRUCTION,TYP. J N , I I REF w A.202 � -°�� 0 � KITCHEN I W — PULL DOWN STAIR I I I I I I I I I LAUNDRY Q L ` 1(}2" I , I TO ATTIC I I I I I I I I I AREA OSE BIB s" DOUBLE FRAMING --� _ g 13'-42 7'-10�" 3Y� 17E�J — ' " " I I AROUND OPENING I I I I I I I I ° % FLAT C.H.- w _ 3l x12 RIDGE A. ` CONTINUOUSLY VENTED — I — I / '� 9'0"' Z t1 O m w ; I I I I I I a w x8 CLG-JSTS e " -y LL ¢ '' I x PROVIDE V TYPE'X' w 1 _ BEDROOM#2 w SD ! "PLYWOOD SHEATHING I I I I I I DW o w 16"O.C. GP.BD.ALL WALLS&CEILING w 00 0 FULL LENGTH!HEIGHT SILL REINFORCING NOTE: I I o B.O-COLLAR TIES=11'-0" t? o /I I I I I I I I _ _ EXISTING SILL PLATES C " HEIGHT OF CLG.JOISTS O M i OF WALL I I o c U II N J � I I II I I I I I So Y cD REINFORCED TO EXISTING 11 c;, AS DETERMINED BY OWNER t- I I I I I LIVING AREA I I I I DW I I © `° N z HALL SLAB WITH %"ANCHOR BOLTS @:24"O.C. CO SD _ z I I I I 1 1 I I �; I � d Y"PLYWOOD SHEATHING N I' co I � SD I M ELEC. i� 11 I� I I I I I I I I � I � — 3Y"x 12"POWERBEAAI LSL cv — — LINE OF PANEL r,N I �+ I I I 12'-0" 11-111. — — — — — — — — — — — — — — — -- — FULL LENGTH OF WALL CEILING ABOVE 3090 " m I I I I 1 1 — J 40 I 2-2"x4"WD.POSTS UNDER --� co 21090 I I I I I I PULL DOWN STAIR N I HALL I I I I I " BEAM TO FOUNDATION WALL � 6' 4 TO ATTIC EACH END o0 co SD FLAT C.H.=9'-0" z�, I I I 2x6 POSTS UNDER I T-5" DOUBLE FRAMING 1.¢ t3 I N o W I I I I I I I BEAM ENDS TO I o AROUND OPENING � < o LL- cs ` I I I I I I FOUNDATION,TYP. I I I o ,, o 6 o p BED#3 j 72 I I I I I I ALL CONDIITIONS J EXIST. GARAGE � z 3076 c:1 � B.O.COLLAR / I I I I 34'-72 I I I F.P.S.C. LL' N TIES=11'-0" / I I I I I Y"PLYWOOD SHEATHING I I N _ ■ — — — — — — — — — — — — — — — — — cli / CIO--j I I I I 1 FULL LENGTH 1 HEIGHT I o °O o — - - - — - - - - - - - - 2, I I I I i OF WALL I �" �I\� mHALL I LINE OF COLLAR TIES EQ. EQ. EQ. EQ. EQ. EQ. q M ¢ LINE OF COLLAR TIES '7 -4 r - 13'-2'° I PANTRY N 3Y'x 12"POWERBEAM LSL z 2-0" ' " - ,� co I I I I I I I I I J ISSUE DATE I I — _ _ _ _—_ _ _ — �, 2-2"x12"HDR. 2 I I I I 2-3 "x 12"POWERBEAAI I I I I ¢ j — — — — — — — — — — — —NEW GARAGE DOOR AS — — — — — — — — — —�'`-- LEADER,TYP. Y411= 1`-0" SELECTED BY OWNER EXTERIOR FACE OF EXISTING STUDS, /�/ _- - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - -_ - _— — — _ _— .'` / EXTERIOR FACE OF EXISTING STUDS TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - -- - _ — - - - - - - SCALE LEADER,TYP. HOSE BIB j o HOSE BiB C Q — — 3lsY^M.L- — w DRAWN ., V� 0 0 v. .; 11.010 t5-2 w f-- JOB NUMBER z co w . g,� 4-112 2'-0i" T-9" 6'-11" 6'-11" 3'-9" 7-12- 9'-02- w ol LL. o A g Fi OVER 2 F3 F1 OVER 2 F3 F1 OVER 2 F3 w w i¢ PROPOSED COVERED ENTRY FRAME 28'-2" 6'-62" T-11" 4'-2" _o � r. 0 49 49 u O w EXISTING FOOTPRINT EXISTING FOOTPRINT Of 'i w AREA#1 EXISTING FOOTPRINT AREA#2 AREA#3 SEE GENERAL NOTE#3 w LL EXISTING FOOTPRINT 0 STRUCTURAL INFORMATION TO ALSO REFERENCE STRUCTURAL .J DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI,PROFESSIONAL E ENGINEER,DATED 8.23.15,WHERE APPLICABLE. A.20'l LL 0 ' o � w PROPOSED GROUND FLOOR PLAN ■ co SCALE:Y4"=1'-0' D z 3 0 C� z t 4 TITLE Q f Ac 1 1 ■ A.203 A.202 3'-6"HIGH GUARD RAIL BALLASTURS<4"O.C. 35-82" W Ln E U }. Ln o PROPOSED OUTDOOR �{ ■ � SPIRAL STAIR TO W ■ SECOND FLOOR E ■ 0) DECK OVER SUNROOM 1 2 a -0 SEE STRUCTURAL DRAWINGS S-1-S-4 BY JOSEPH FISCHETTI FOR ALL FRAMING MEMBER SIZES w fu 1 11" 0L 0 u-- t!) - W o EXTERIOR FACE OF EXISTING STUDS TYP. _ _ _ _ _ _ EXTERIOR FACE OF EXISTING STUDS TYP. 111 11 Hill 11 Hill 11 1111111 Hill 11 11111 11 11111 1111T 6, 111 11 6'-1�" 11Ilos,-10. 11 6,_111 I I 6'-112' N L. I- - W 10x30 VERTICAL I I I I < MEMBER ABOVE,TYP_ I I I — • I II II II II �-- - � III III III III t„ �t j (� II II II II N o II II II ¢ II J < II II II itLn w _ __ _ _ II II II II _ pp (� III III III III CO Lo �- II II II II � M II II II II ce J111111111 Hill II II II II - 2 III III I' III - - A.202 II II .I II 1 11111 illivill 11 Ill 11 1111111 W m (J) II II II II - W 2 � I I I RIDGE/CENTER LINE �I I I � 11111 11 Jill Ill 11 1111 1111111 1111 Ill 1111111 11 1 1 1 11 11 1 11 II II ' I II o - - - - -. ` II II II II I III III III III C I - II II II II II II II II cb 11 ITTI-I II II II II II _ - II II II II I11 1 1 1 11 J F I I U) it 11111 1 1 11111 11 11111 11 11111 11 1111 I III III III � III � I _ z H II II II II II II II II - II II II II W J III III I� � III to � II II II II m II II II II - - I a II II II II z II II II II C1- ■ III III III III - - II II II II - I II II II II ' -------------------------------------------------------------------------- -------------------J ISSUE DATE CONCEALED GUTTER 1f-1 1 , /4 0 11 TO LEADER SCALE U)FLASHING,TYP ALL CONDITIONS, SEE NOTE JC SEE STRUCTURAL DRAWINGS S-1-S-4 BY DRAWN U) JOSEPH FISCHETTI FOR ALL STRUCTURAL FRAMING SIZES 11.010 A.201 JOB NUMBER PROPOSED UPPER PLAN SCALE:Ya 1 0 L� i� W ry Z � W U a. Q TITLE 1 A.203 CONTINUOUSLY VENTED RIDGE hi 11 11 11 tib. 7' ,YN L b y SEE STRUCTURAL DRAWINGS S-1 -S-4 BY JOSEPH FISCHETTI FOR ALL STRUCTURAL INFORMATION t+1 IhIIIIIIIIIII ,l 1III 2 �'+ A.204 A.204 CONTINUOUSLY VENTED RIDGE - I I I CONTINUOUSLY VENTED RIDGE Q W (,n zco u GUTTER TO LEADER GUTTER TO LEADER Z F� • B.O. COLLAR TIES O B.O. COLLAR TIE Q N _ z- �1 T.O.PROPOSED PLATE - - - T.O.PROPOSED PLATE rl V CASEMENT / o Lr) 4" WIN.HEAD ,r,T__1o // \\ /� 0\ / DOOR HGT. J � J O d- �7 \ / o z \ NEW GARAGE DOOR AS �; N III Jill \\ ,/F3\\ ,/F3\\ /F3\\ ,/F3\\ , F3\\ ,/F3\\ _ \ SELECTED BY OWNER ' ^ � O EXISTING FIRST FLOOR - \\ N O —RTTT7 00 ---------------- -------------- ---- EXISTING GARAGE SLAB L.J.. l ' 1 V I z 0 - - - - - - - - -I� U-) ' k-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 LEGEND: I I I I I I I I I I I I H � X=HELICAL PILE'B' UNDERPINNING BRACKET - I I 0=HELICAL PILE W TYP, 10 TON WORKING LOAD I I I I I I I I I i I I Ln I I co V) I I ( I I I I I I I I I I I I I t-1 0 H WINDOW SCHEDULE -ANDERSEN WINDOWS- SERIES AS WELECTED BY OWNER U I I I I I I I �J �J �J ►�J �J I�J � � :D TAG MODEL *ROUGH OPENING TYPE REMARKS FRONT ELEVATION 0 U AO CX25 54%4"x 5-0%" CASEMENT MEETS EGRESS SCALE:Y4"=1'-0" m U) Ln Ljj OB A51 5'-0%"x 2'0%" AWNING i 0 C CW25 4'-9"x 5'-0%" CASEMENT MEETS EGRESS EXTERIOR STUD-TO-STUD:±37'-81' I a' 0 Q OD CXW13 3'-02"x 3'-0%" CASEMENT 171 F 11 OE CXW15 3'-0%"x 5-0%" CASEMENT MEETS EGRESS I OF P6050 6'-0%"x 5-0%" PICTURE PICTURE I FIXED �, - - - - _ RIDGE Ln - - - - - -- — �— z O A61 6-0%"x 2'-0%" AWNING al z 0 0 UI 12 cO zl $� zl J �I 12 �I VERIFY WITH ANDERSEN PRIOR TO ORDERING ANY WINDOW SYSTEM. x w �8 wl C CID COLOR:VERIFY WITH OWNER of Lu b� Q ALL GLAZING TO BE HIGH-PERFORMANCE, LOW-E4, IMPACT&HURRICANE RESISTANT GLASS. J ALL OPERABLE WINDOWS&DOOR'S TO HAVE INSECT SCREENS LL-1I �I N Q 0-1 HARDWARE TO BE DETERMINED w of RLu Lu Xi Lu ■ WINDOW SCHEDULE- FLEETWOOD WINDOWS OR APPROVED EQUAL PROPOSED HEIGHT IS F TAG MODEL/MAN'F DIMENSIONS REMARKS EXISTING FLOOR SLAB � TO PROPOSED RIDGE ■ F1 VISTALUX V.I.F. TEMPERED/IMPACT GLASS ISSUE DATE coN Y411=11-011 F3 V.I.F. AWNING/TEMPERED - - -T.O. DECK B.O. COLLAR TIES SCALE F4 FLEETWOOD V.I.F. FIXED-TEMPERED/IMPACT GLASS-LOW E-ARGON GAS T.O. PROPOSED PLATE N JC - - DRAWN OFLEETWOOD F5 V.I.F. _ _ 3300 SERIES I CASEMENT , 11.010 WIN.HEAD F6 FLEETWOOD AS DRAWN V.I.F. 1:PANEL FIXED I i 0 � // \\ i 0 � JOB NUMBER HOPPERIN 2:HOPPER ANDERSEN F6 I \0 / Io coV 1 , F7 NLGD8080 8'-0"x 8'-0" GLIDING 1 I \ / ;� Z FLEETWOOD AS DRAWN 1:PANEL FIXED PROPOSED I \ / F8 HOPPER IN V.I.F. 2:PANEL FIXED FIRST FLOOR I H 0 W 3:HOPPER E2 -- i J PROPOSED SLAB _ I EXISTING FIRST FLOOR < D F9 AN551 5'-5%"x T-9" HOPPER/AWNING TO BE DETERMINED BY OWNER - - Q `� , .... ... ............ ilwiEm I > n "VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WIND W SYSTEM. COLOR:AS SELECTED BY OWNER I W ALL GLAZING TO BE HIGH-PERFORMANCE,LOW-E, IMPACT&HURRICANE R SISTANT GLASS. I I ALL OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS HARDWARE TO BE DETERMINED LF 7 — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n uf) U o EGRESS WINDOWS I I W o W R310.1 WHERE EMERGENCY ESCAPE .AND RESCUE OPENINGS ARE PROVI ED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE I I III I I I I II U) [� FLOOR. I I v �� R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND R CUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. I II I I I I I ( II O O R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" I I I I z R310.1.3 MINIMUM OPENING WIDTH SMALL HAVE A NET CLEAR OPENING OF 20 LEGEND: R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT I I Z THE USE OF KEYS OR TOOLS. 0=HELICAL PILE W TYP. H 10 TON WORKING LOAD u u u � . ~' N � X=HELICAL PILE'B' 2 LEFT SIDE ELEVATION TITLE UNDERPINNING BRACKET SC :1/ ALE "=1'-0" A.203 CONTINUOUSLY VENTED RIDGE , ' o� ✓ ,,4r 1 yA.204 11111 11 11 Hill 1111111 1111111 1111LA111111 I III CONTINUOUSLY VENTED RIDGE CONTINUOUSLY VENTED RIDGE I 1 11 IIH III Hill III III III III ] H Jill III IIII III Hill 1 11 Hill III Milli III I I li III I 1111 11 1 WIIIII Hill 11 1111111 111 Ill 11 ) 1111 1111111 1111111 111 Hill 111111 1 11111 1111111 111 Hill 1111111 1111111 1 1 [ zz o GUTTER TO LEADER z LU" ~i ■ .� � GUTTER TO LEADER ® � �- M z T.O.PROPOSED PLATE T.O. PROPOSED PLATE - _ W Q <O � \ WIN,HEAD oC O ------------------ - - WIN. HEAD Yr D f F4 F5 ( F4 F7 q0 80`P Ill< z ry l.f) oC o *BEDROOM FLOOR - I EXISTING FIRST FLOOR a' t _ z It 11 Ill 11 1 1 Ill 11 1 ilill Ill O I O = w LF7 - - - - - - - - - - T - - - - - - - -- - - - - - - - - - - - - - T- T - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - f--i Ln pC N I I I I I I I I > � (� � � I I I I i t I I I � � � >REAR (— ELEVATION I I I I I I I M ct oC 1 I I I I I I SCALE:4"=1'0" I I I I I I I I I I I Z) O U \ LEGEND: U) — X=HELICAL PILE'B'UNDERPINNING BRACKET W I 0=HELICAL PILE'A' TYP. 10 TON WORKING LOAD O r-I Q o- O d Y I I EXTERIOR STIJD-TO-STUD:±37'-88" CD I 10'-0" Z I I � I I Q I N I o I� I1-- a IU) 12 Icy J z 12 8 Q I� 8 r— Icn Z ILL] � ILL to to I0 Ic I1 IL to to IW Iw e Iw IX I I ISSUE DATE I I IY4" — 11.011 SCALE FS JC DRAWN .0. COLLAR TIES 11.010 T.O.PROPOSED PLATE _ I T.O.PROPOSED PLATE JOB NUMBER . . . . . . . . . . . . . . . .. . ... . . . . . . . ........ . ....... .. ............... ... ........... v;, . . . . . . . . . . . . . DOOR HGT. — I 3-6g .:. . . '.:. . . . . . . .5:5s. . . . ...'.'.'. 00 \ . . . 1 . F8 . .. . ... . . . . . . . . 0 I I . . . . . .Z' ' ..`. . . . ... / �. . . . . . . ... . . . . . . / L _ EXISTING FIRST FLOOR tI ff�EXISTING GARAGE SLAB z O I I O 2 SECTION I Q N z I I SCALE: 4=1-0 I 1 I " ' " z I W � � w ■ o TITLE OUTLINE OF FINISH ROOF/SIDING MATERIAL,TYP. OUTLINE OF FINISH ROOF I SIDING MATERIAL,TYP. PLYWOOD ROOF SHEATHING / 30#FELT ROOF UNDERLAYMENT / � CONCEALED GUTTER 2"HIGH PURLIN FOR ROOF VENTING(FROMIOR PLYWOOD / / \ SOFFIT VENT TO RIDGE) FASTEN THROUGH // / / \ — — — — / // / �� I .. � INSULATION TO ROOF FRAMING WITH � I SHEATH N , CORROSION-RESISTANT EXTERIOR WOOD SCREWS / / / \ F WATER/VAPOR BARRIEIR / 1 WATER/VAPOR BARRIER a 6/ INSULATED ROOF PANEL BY THERMOCORE PLANK-AND-BEA I / / / I -19 BATT INSULATION CONCEALED GUTTER Y"EXTERIOR PLYWOOD / SHEATHINGui /2"EXTERIOR L SHEATHING Lo 0 — — — ( z"EXTERIOR PL`,',VOOD yco SHEATHING V WATER/VAPOR BARRIER 2-3%"x 12"POWERBEAMui F� RIGID INSULATION i 3l9%"M.L. O HOPPER WINDOW-F9 I n 12 Q ^ BEYOND Y L.L dl 3/2"x6"@ 16"O.C. ii 1000 VERTICAL ROOF RAFTERS l0 Ln ii EMBER BEYOND O Q JOIST HANGERS Ln 4— u RIGID INSULATION I ; DETAIL 7 DETAIL -J F--1 L n V DECKING _ -� SCALE: 1"=l'-O" I SCALE: 1"=1'-0" W 0 EXTERIOR STUD-TO-STUD: I F_ Z M37'-81" 1 ii gSEE STRUCTURAL DRAWING S-4 FOR TRUSS FRAMING ` • r8V > N A.203ce W 16x57 — — — — — — ~� O S RIDGE0 PLYWOOD \ / M ( n CO 2'EXTERIOR kl SHEATHING 34" 12 // \ l 12 TYPE W GYP.BD. 8 / 8 F---I O BLOCKING/NAILER 1--i Ln w Ln r^ / Co V, DETAIL GUARDS TO MEET LATEST REQUIREMENTS // \ 2 SCALE: 1"=l'-O" OF N.Y.S.RES.BUILDING CODE,SECTION 312. H GUARDS SHALL NOT HAVE OPENINGS 2 / TO ALLOW PASSAGE OF A SPHEREA.203 // \ A.203 M 4"IN DIAMETER DIM TO T.O. / PROPOSED HEIGHT IS FROM X DECKING U DECKIN Y4"/FOOT R-30 INSULATION 3 = EXTERIOR PLYWOOD / i \ T.O.PLYWOOD �� EXISTING FLOOR SLAB O SLOPETO PROPOSED RIDGE m U WATER/VAPOR BARRIER A.203 Ln U1J B.O.TRUSS Y"EXTERIOR PLYWOOD — � = B.O.TRUSS SHEATHING O a M = I N �* Q T.O. DECK [if -i T! 15' 74 n- r 1 2x SLEEPERS A" 12 a B.O.FINISHED CLG. _ y DIMENSION IS TAKEN FROM OMF 912-16x10 - PROPOSED FINISHED FLOOR. SIMPSON MOMENT FRAME `' - �, (n FINAL FIRST FLOOR HEIGHT TO / \ "v BE DETERMINED WHEN RADIANT I / \ En HEAT SUB-FLOOR CONSTRUCTION F8 . . . . . .1 . . . I C? z z IS DETERMINED co . . . . . . . 2 . . . . . . . . . . °° PROPOSED FINISHED FLOOR Q 4 \ / HEIGHT TO BE DETERMINED BASED PROPOSED A.203 I \ / PROPOSED ON RADIANT HEAT SUB FLOOR FIRST FLOOR I 5 \ / FIR_ 2 \ / ST FLOOR CONSTRUCTIONco -� �_' ($�PROPOSED SLAB . - - - — — - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ISTINGSLAB i V/.I.F•EXISTING TYP. EXISTING SLAB Q FOUNDATION WALL. G.C.TO PATCH/REPAIR ANY PART OF SLAB I q Q FOUNDATION TO REMAIN IN DISREPAIR,CREATE LEVEL CONCRETE SURFACE co NOTE:PITCH ALL GRADE AWAY FROM BUILDING � EXISTING PATIO o I VAPOR RETARDER ON EXISTING CONCRETE SLAB GRADE MIN.6 INCHES FOR FIRST 10 FEET AS PER R401.3 RADIANT HEAT PANEL WITH PEX TUBING BY OF THE N.Y.S.BUILDING CODE,LATEST EDITION. I� ` — - WARMBOARD OR APPROVED EQUAL 6 - - FOR IMPERVIOUS SURFACE,PITCH MATERIAL _ FINISH SURFACE AS SELECTED BY OWNER A.203 %"/FT.(2%)AWAY FROM BUILDING 3 DETAIL - - SCALE: 1"=l'-O" ISSUE DATE SECTION Y4"=1'-011 SCALE:)/4"=l'-O" SCALE I JC T.O.PROPOSED CONCRETE TO ALIGN WITH D RAW N .6 ELIO I T.O.EXISTING CONCRETE - - - - - - - - - - - - - - - I - - - - - - - — — — — - - - - - - - - - - - - - - - - - - - - - - - - I — — — — — — — 11.010 v v v a s ° v v JOB NUMBER a Q ° a as — v d va v v a a v av 4 ~ BY JOSEPH — _ SEE STRUCTURAL DRAWINGS TYPICAL FLOOR CONSTRUCTION a FINSH FLOOR AS SELECTED BY OWNER OF I I a" FOR FOUNDATIONATION INFORMATION �- 4 v RADIANT HEAT PANEL W/PEX TUBING BY WARMBOARD SEE STRUCTURAL DRAWINGS a OR APPROVED EQUAL ON ( Q v v I W BY JOSEPH FISCHETTI VAPOR BARRIER ON I FOR FOUNDATION INFORMATION NEW 4"CONCRETE SLAB W/6x6-W2.9xW2.9 WWF, I a Q 1"CLEAR FROM TOP OF SLAB ON I a 4a ° 6 MIL.POLY.VAPOR BARRIER ON ° O a 2"RIGID INSULATION ONz 4 6"GRAVEL BASE ON WELL TAMPED SOIL a O a —I . � REMOVE DISTURBED SOIL AND ORGANIC MATERIAL Q v W ° a AND THEN BACKFILL WITH CONTROLLED FILL. • v • [D 4 ` ' zQD - 0 v `/ z . z va a • d • DETAIL 5 DETAIL 6 DETAIL TITLE 4 SCALE: 1"=1'-0" SCALE: 1"=l'-O" SCALE: 1"=l'-O" I I � I I I I I EXTERIOR STUD-TO-STUD:±37'-88" r x CRICKET CONTINUOUSLY VENTED 12 RIDGE 8(- 12 18 3%"x12"RIDGE ■ CONTINUOUSLY VENTED Q W LO E GUARDS TO MEET LATEST REQUIREMENTS TYP.ROOF CONSTRUCTION OF N.Y.S.RES. BUILDING CODE,SECTION 312. FINISH MATERIAL AS SELECTED U (n O LO V GUARDS SHALL NOT HAVE OPENINGS BY OWNER OVER 30#FELT OVER 0 x TO ALLOW PASSAGE OF A SPHERE 2" 6"WALL TO 3a"CDX PLYWOOD OVER - 4" IN DIAMETER , UNDERSIDE 2"x10"ROOF RAFTERS W/ ■ (� OF RAFTERS R-30 BATT INSULATION ~ 0 E 02"GYP BD. INTERIOR FINISH SOLID BLOCKING _ BETWEEN C.T.'s 2"x8"COLLAR TIES @ 16"O.C. \\ _ _ _ B.O. COLLAR TIES �J / CONTINUOUS W l� Ln ru � ---- -------- _ o L , Lf, T.O.PROPOSED PLATE %"GYP. –––– –––– Y"GYP.BD. 3 – T.O.PROPOSED PLATE CEI LING FINAL CEILING JOIST \ / CEILING 4' 114 L OOR HEAD 4'-114" HEIGHT TO BE DETERMINE \ / Ir W 0 d- =3 BY OWNER \ / – H \ / I WIN.HEAD >- Ln V�' Z M 1 2-1 3/4"x 11 e"LVL o \\ // I a \ I POST DOWN TO FOUNDATION F8 o EACH END,SEE A. I > N / \ I / \ I C) co H Q O I I oC N 0 I M.BED B.R.#2 \\ B.R.#3 � EXISTING FIRST FLOOR / \ – EXISTING FIRST FLOOR O U) N I I J 0 L —1 —F — — —�— T J HELICAL PILE'B' H Ln UNDERPINNING BRACKET > Ln U) SECTION i >, o SCALE:%"=1'-0" I ( I I � � 1j lj 0 U m Lr) w O � � a: O Q I I I I EXTERIOR STUD-TO-STUD:±37'-82' I � z I 12 I � I D I J CONTINUOUSLY VENTED 8 RIDGE m 12 (n I 81 Q 3'2"x12"RIDGE Q CONTINUOUSLY VENTED z ■ T.O.RIDGE BEAM TYP.ROOF CONSTRUCTION – FINISH MATERIAL AS SELECTED �p BY OWNER OVER 30#FELT OVER %"CDX PLYWOOD OVER 3%"x 12"POWERBEAM LSL 2"x10"ROOF RAFTERS W/ ■ R-30 BATT INSULATION %"GYP BD. INTERIOR FINISH ISSUE DATE %"TYPE'X GYP.BD. o� AS NOTED ALL WALLS AND CEILING �o z FROM GARAGE SLAB TO SOLID SCALE UNDERSIDE OF PLYWOOD BLOCKING `D M B.O. COLLAR TIES _ I DBL. 2"x8"@ COLLAR TIEq@ 32"O.C, CONTINUOS JC PLYWOOD SUB FLOOR DRAWN SIN N Io JOIST HANGERS T.O. PROPOSED PLATE ZD Yz"GYP.BD. T.O.PROPOSED PLATE �� – 2 1 4"x 11%"LVL M 4' 1" – – 11.010 4' 1" GP LAM 1.8E HDR. / CEILING STORAGE ]OB NUMBER 3%"x 12"POWIERBEAM LSL „ 2"x8" 16"O.C.STORAGE L.JOISTS 2 1%"x 11%"LVL – GARAGE DOOR HEAD – I – - WIN.HEAD N /,TYPE'X'GYP.BD. / o ..'. . . . . ... .:. N I I ALL WALLS AND CEILING co N . . . . . . . . I . . . - FROM GARAGE SLAB TO \ o co o I I UNDERSIDE OF PLYWOOD \ �- \ II \ l . . . . . . . .. . . . . BEDROOM � . . . EXISTING FIRST FLOO1 7R GARAGE SLAB // I GARAGE ft: co w F- 2-2"x4""WD.POSTS UNDER EXISTING SLAB co ui z O BEAM T'0 FOUNDATION WALL a w EXISTING CONC. SECTION I EACH E:ND GRADE BEAM ON SLAB J 2 I � � I SEE STRUCTURAL DRAWINGS O c/) I BY JOSEPH FISCHETTI FOR ALL N SCALE:%"=1'0" I STRUCTURAL INFORMATION z �— > w i V r l ® C7 z w N U) TITLE Q JOIST TJI'�rProT1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2„ 3,r 4„ 5,r 6Y4" 7„ 8%" 9„ 10314„ 12„ 2„ 3" 11 4,. 5" 6Y4„ 7„ 8%" 9" 903/4" 12" 1OOTS T-6" 2'-0" 2'-6" T-6" 5'-6" 1'-6" 2'-6" 3'-6" 5-0'° 6'-0" NOTGHED ROOF RAFTERS (REFER TO PLANS) _ NOTCHED ROOF 13d 2'-0" 3'-fl" 3-6 4"-6' 7-d'" 2'-fl' 3'-0" 4'-0"" 6'-0"" T-0' RAFTERS-TRUSSES 150 2'-fl"' 3'-0" 3'-6" 5'-0" 6'-6" 2'_0" 3'_0" 4'_0" 6'_0"' 6'_6^ - - (REFER TO PLANS} i a 9�„ 250 2'-0„ 3,_6„ 4,_6„ 5,_6„ 7,_0„ 2,_0„ 3,_6„ 4,_6„ 6,_6„ 7,_0„ (2) 2'Xa"TOP PLATES 2 350 1'-6"' T-6" 5'-0" 6'-6"' T-0'" 1'-6" 3'-6" 5'-0" 6'-6" 7'-0"' ROOF RAFTERS ° 100C 1'-6" 2'-0" 2'-6" 3'-6'" 4'-6" 1'-6'" 2'-0" 3'-0" 4'-0" 4'-6" ALUMINUM ICE SHIELD A ��' s- SEE PLANS 300C 2'-6"' 3'-0" 4'-0' S'-0' 6-6" 2'-0' 3'-0" 4'-0" 5'-6" 6'-6' 400C 2'-0"' 3'-0" 4'-0" 5'-6" T-6" T-0"' 4'-0" 5'-6" T-0" 7'-6"' - `_ ' (2) 2"X4" TOP PLATES 1OOTS T-0" 1'-6'" 2'-0" 2'-6" T-0"° T-6" 6'-0" 1'-6"' 2'-0" 3'-0" 4'-0" 6'-6" T-0" 8'-6" -'' ° -y STRUCTURAL RIDGE 130 1'-6"' 2'-fl" Z-6" T-6" 4'-6"" 5'-0" 8'-0" 2'-0" T-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6" D1 150 1'-0'" 1'-O" 2'-0" T-O" 4'-6" 5"-6" 8'-6'" 1'-0"' 2'-0" 3'-6" 5"-0" 7'-6'" 8'-fl'" 9'-0" `-�" - CATHEDRAL CEILINGS • CEILING JOISTS LSU26-2x6 slMPscrl H2.5 ,¢ 250 1'-0" 1'-6" 2'-6" 4'-fl" 5'-6" 6'-6" 9'-0"' 1'-0" 2'-0" 4'-0" 5'-6", 8'-0" 8'-6" 9'-6" HURRICANE CLI sf4 7 ^ , " r " " , n , , , . re , , " n , -`�-� SEE PLANS e 11/g 350 1-6 2'-6" 3'-6 5'-0" 6'-6" 7-6 9'-6 1-6" 3-0 4'-6" 6'-0"' 8'-6" 9'-fl 9'-6" LSU28-2x8,2x10,OR 2x12 SIMPSON H7 SIE5MICCX� 550 1'-6" 2'-6" 4'-0" 5-0" 7'-0" 8'-0" 10'-6" T-6" 5'-0" 6-0" T-6" 9'-6" 9'-6" 10'-6" AND HURRICANE TIE OR X CS-20x18"MIN.W1(7)IOD COMMMON NAILS EQ. CS20 COIL STRAP. 100C 1'-0" 1'-6" Z-0" 2'-6'° T-O" 4'-0" 6-6" 1'-0" 2'-0" Z-6" T-6" 5'-0" 5"-6" 7'-0" ------- ■ PER RAFTER INSTALLED OVER PLYWOOD HURRICANE CLIPS 3000 1'-6" 2'-a" 3'-0" T-6'° 4'-6'" 5'-6'" 9'-0" T-6'° 2'-6" 3'-6'" 4'-6" 7'-0" T-6" 9'-0" 400C 1'-0'" 2'-0" 3'-0" 4'-0" 5'-6"' 6'-6" 9'-6" 3'-0" 4'-0" 5'-0" 6'-6" 9'-0" 9'-0" 10'-0"' FOR RAFTER SPANS UNDER 24'-0" —TIES SEISMIC / HURRICANE TIE ' ' ' ' " ' ' ' ' ' " ' ' ' ' , TOP PLATES To ROOF RAFTERS FOR D4 130 1-0' 1-0" 1'-6"' 2'-0"' 3'-0"' 3-6 5'-0' 5-6" 8-6' 1-0" 2-0 3'-0' 4-0" 6-0° 7'-6°' 10'-0' 10'-0" 11-6" TENSION CORD CONNECTION. 250 1'-0" 1'-0" V-0" T-0"' T-0'° 4'-0" 6'-6" 7'-0" 10'-0" -- 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 8'-6" 10'-6" 10'-6"" 12'-0" FOR ROOF RAFTER OVER 24'-O" -PROVIDESUJ Ln TENSION FOR WOOD-TO-WOOD CONNECTIONS ° r : ", y „ �� FOR WOOD TRUSSES AND JOISTS °� 350 1-0' 1;0" 1-0" 2'-6 4'-0" 5-0' 7-6' 8-0 11;0" 1-0"" V-0" 3'-0" 5'-0" 7�6 W-b 10'-6" 11'-0" 12'-0" ROOM ( , �'� 1.1•'1 3 14 550 1'-0 1 0 2'-0" T-6'" 5'-6" 6-6" 8'-6 9'-0" 12'-0" 2'-6" 4 0 5'-6" 7'-0" 9'-0" 10'-0" 12'-0 12'-0" 13'-0" '�✓ d >, , NOTE: HIPS TO BE DOUBLE 100C 1-0' 1'-0" V-0"' 1'-0" 2'-0"' 2-6" T-6" 4'-0" 7'-0" T-0"" 1-0" 2'-0" T-0" 4'-0" 5"-0" T-O" 7-6' 9'-0' �� 0 • CO U JF1 300C 1'-0" 1'-0" T-6" 2'-6"' T-6'" 4%0" 5'-6'° 6'-0" 10%0'" T-0'" 1'-6" T-0" 4'-0" 5'-6"' T-O" 9'-6" 10'-0"' 11"-6" 1"� - •� • VARRIES ■ � � o° 01111 400C 1'-0" 1'-0" 1'-6" T-O" 4'-6'° 5'-0" 7'-0" 8'-0" 11'-0" 2'-0" T-6" 4'-6"" 6'-0" 8'-0" 9'-6" 11'-0" 11'-0'" 12%0" � D RIDGE 130 1'-0" 1'-0" 1'-0"' 1'-0" 1'-6" 2'-6" T-6" 4%0" 5'-6" T-6"" 1'-0" 1'-0" 2'-6"' T-6"' S'-0" 6%0" 10%6" 10'-6" 12'-0" 13'-0" 0 E SIMPSON STRONG TIE HCP'HIP 1E 250 1-fl" 1-0 1-0" 1'-0" 1'-0" 1-0' 3'-6' 4'-0" 7-fl" 9-6" 1-fl 1-fl' 1-fl" 2'-0" 5°-0" 7-0 11-0 11-0 12'-0 13'-6" LJ�. rrr..��.rr�� ; 0) (6)104%1 1/P TO Rkf1R5 " tea 104><1 11Y r4 PLATES 350 1'-0" 1'-fl" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 5'-6" 8'-6" 10'-6" 1'-0"' 1'-0" 1'-0" 3'-6" 6'-0" T-6" 11'-6" 11'-6" 12'-6" 13'-6„ WITH CEILING COLLAR TIES @ 16 O.C. CS-20x18"MIN-WITH(7)IOD COMMON NAILS 16" 550 1'-0" 1'-0" V-0" 1'-6" 3'-6" 4'-6" 7'-0" 7'-6" 10%0" 12'-0" T-0" 2'-6" 4'-6" 6'-0" 8'-6"° 9'-6" 13'-0" 13'-0" 14'-0" 15'-0" rl PER RAFTER INSTALLED OVER PLYWOOD " " " " " '_ " '_ " ' �. 100C 1'-0' 1-fl" 1 0 1'-0" 1 0 1'-fl' 2'-6 2'-6" 4 0 5-6°' 1'-0 1'-0" 1 0 2'-0' 3'-6" 4 6 T-0" T-6" 9'-0" 10'-6' W � � � H8 TOP PLATE 300C 1'-0" 1'-0" 1'-0" 1'-0" 2°-0"' 2"-6" 4'-0"° 4'-6" 6'-6" 8'-6" 1'-0"' 1'-0" 2'-0" T-O"' 5'-0" 6%0" 9'-6'" 10'-0" 12'-0" 13'-0" 1 TYPICAL SOFFIT ICE SHIELD DETAIL � Q TO STUDS 400C 1'-0"' 1'-0" T-0"' 1'-0"' 2'-6" T-6"' S'-6"' 6°-0" 8'-6" 1 T-0" 1'_p" 2'-0" 3'-6" 5'-0"' T-0" 8'-6" 12'-0" 12'-6" 13'-0'" 14'-0" SCALE: 1"=1'-0" (j) 2" 4" 6" 8" 10" 12" 14%" 16%" 2" 4" 6' 8" 10" 12•° 143/4'" 163/4, ROOF FINISH UJ r 1 0 350 1'-0" T-O" T-0" V-0" 4%0" T-6" 13'-0" 1'-O" 1%0" 3'-0" 8"-0" 13'-0" 15'-0" 17'-6" >- Ln V D5 HIP CONNECTION D6 RAFTER TIE DOWN DETAIL 18" 550 1'-0" T-O" T-0" 3'-6" 6'-6" 10'-0" 15'-0" 1'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" 30#BUILDING FELT NOTE: INSTALL b ALL HIPS WHERE APPLICABLE 300C 1'-0" 11-011, 1'-0" 2'-0"1 4'-0" 6'-0" 11'-0" 1'-O" 1'-0" 3'-0" 6'-6" 10'-6", 13'-0" 16'-6" ", , " , " , " , e, , , , , , " , , , " , „ , , 40 400C 1-0 1-0 1-0 2-6 5-6 8%0" 13-6' 1-0" 2%0" 5-6 9-0' 13-6 15-0 17-0' s/"APA R �� N 350 1'-0" 1'-0" T-O" 1'-O" 2'-6" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 1'-0" 6'-0" 11'-6" 15-0" 17'-6" 19'-6" ! SHEA G %. ° 20" 550 1-0" 1 -0" T-0" 1-0' T-6" T-O" 12'-0" 16'-0" 1-0" 1-0" 4'-0" 9'-0" 14'-0' 17'-0" 18'-6" 19'-6" 300C 1'-0' 1-0" 1-0" 1'-0" 3-0" 5'-0" 8'-0" 12'-0" 1'-0" 1-0" 1-6" 5'-0" 9-0" 12"-6" 16'-6" 19'-0" � r- �HI � 0 ° 400C 1'-0" 1'-0" 1'-fl" 1'-0" 3'-0" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0"1 8'-0" 12'-6" 16-0" 18'-0" 20'-0" j n 06• Leave/8"web at top and bottom of hole. DO NOT cut joist flanges. MIV I HIRC44 HIP RIDGE CONNECTOR ' ` ., h � ,� • Table is based on uniform load tables in current design literature. (24) 16D INTO RIDGE r _,•„__ _ USE EVERY OTHER NAIL HOLE _ L�" ., (6) 16D INTO EACH HIP gg Np IN A ROW TO PROVIDE THE • For simple span 5 foot minimum uniform) loaded joists not requiring coimmercial concentrated loads, one maximum size round hole may be s• ` `' N EN CODE-REQUIRED MINIMUM p p Y q g Y J•j4 �. PRE CRIMPED END U7 CENTER-TO-CENTER SPACING located at the center of the joist span provided no other holes occur in tho foist. PRE-CRIMPED END >E--I O OR NAILS. D7 HIP TO RIDGE CONNECTOR TOP FLANGE FACE-MOUNT . F-4 Ln J CY JOIST HANGERS EVAN ��I J VALLEY FLASHING D8 t� JOIST CONNECTORS (IN WIDE VARIETY ALLOWABLE HOLES Beams and Headers V t OF SIZES) CS20 COILED STRAPS W OR LSTA30 BY SIMPSON °� O UO TYP. 2x diameter of the largest hole(minimum) E•-i r 8'END LENGTH 7" 3 depth d" 8 PROVIDE MINIMUM + ROOF RAFTERS END DISTANCE. 0 0 `TS Allowed hole zone U JEOUAL NUMBER OF i° — B TYPICAL VALLEY FLASHING DETAIL �t SPECIFIED NAILS 0 ,3-" depth p p t1 IN EACH END. SCALE: 1 1'-0'" Ln UJ SI o FLOOR TIE ANCHOR 13 span Allowed hale zone I _ 13 span R ,� H8 TOP PLATE TO STUDS RIDGE VENT INSTALL AS PER RIDGE,SEE ROOF � 'C� D 11 PROVIDES FLOOR-TO-FLnOR TENSION Cut only round holes MANUFACTURER'S STRUCTURAL PLAN rn 1 CONNECTION: REFER TO SIMPSON and only in the center ° FOR NAILING REQLIIRMENTS Y SPECIFICATIONS FOR SIZES ROUND HOLE CHART of beamr ROOF FINISH - BEAM DEPTH MAX SI OUND • For uniformly loaded beams only. MIN.1"'AIR GAP // (SEE PLANS) 3 " / `� y . 43" 1 • Rectangular holes are not allowed. #30 BUILDING FELT m y ='a 3 „ D10 STUD / TOP PLATE CONNECTION 5�2 1i �� _.� L a SHEATHING � RATED POST TO JOIST CONNECTION ' " 3 " / �, 2"X4" WOOD STUD 7Y4"to 20" 2" • Holes in cantilevers require additional analysis. �- ® 16" O.C. TYP. See illustration for Allowed Hole Zone ;- 2°X4" ACO �/ \ SILL PLATE NAILING: ROOF RAFTERS,SEE \ 1 EDGES: 6' ON CENTER /' DRAWINGS FOR SIZE ;gt SIMPSON STHD6 FIELD: 12' ON CENTER m f/ `� A� '••Y�, METAL HOLD— U17) DOWN STRAP NAILING IN SHADED `L AREAS: (4 FEET WIDE Q SILL PLATE ANCHORS / FROM NOT INCLUDING W ° o SLAB ON GRADE FIELD: 6'GON CENTER RIDGE VENT DETAIL D 12 ANCHORS SILL PLATE AND STJD OVERHANGS '; y 3 SCALE: 1'"=1'-0" 00 I TO CONCRETE SLAB • d Simpson a, Strong-Tie � • ' Simpson Strong-Tie ISSUE DATE IISTI ABA44 NAILING FOR (WALL SHEATING: - ; EDGES: 6' O.(';, FIELD: 12' O.C. AS NOTED D13 JOIST TO JOIST CONNECTION D14 POST TO SLAB CONNECTION SCALE ROOF & MALL SHEATH NG, ATTACHMENT DIAGRAMJc PAVERS(VERIFY WI OWNER FOR TYPE) U)W1 HANDTIGHT ORY8"xy"SAND SWEPT DRAWN ---2"X•4' WOOD STUDS 0 16" O.C. JOINTS 2"X4- WOOD CORNER TYP, 2"SAND SETTING BED 11.010 2"X4" SILL PLATE •' CONCRETE SUB-BASE JOB NUMBER !i i 3/4" T&G PLWOOD SUBFLOOR WITH 66-10110 W.W.M. .,.N.< • _ LAG BOLT OR TH2OUGH BOLT RIM JOIST OPTIONAL WASHER J 2"X4" SILL PLATE a d HOLE EDGE ---"`~� °' a WALL STRAPS-SIMPSONDISTANCE HOLE DIAMETER x: x x x' x a x x CS?O COIL STRAP n " v NAILEDO% 10D BOX >5/8" DISTANCE> 5/8 ��oo C�0'1J_000', OOQ 000 OC)p 00� OOQ 00 �jc�oQct or�o c]o [�c�o Cho o Oo 0 oc�o .__I NAILS IN ACCORDANCE o STUD HOLE EDGE < QCIanU. ��nG �© �� 4,Q �n0� rn0, na j0 o OQ SIMPSON HDSA METAL >� j� j //��j �/ ��J�/ j y, W/ TABLE 3.6A WFCM HOLD-DOWN OR 2/5d SINGLE STUD / / / UPLIFT ANCHOR w \ \ \� \\ \ \ \ s F (2) 2"X(6" ACO BASE PLATES THREADED ROD THROUGH o PLATE NOTCH \j��\, � \� \\/� \ ��/ ��/�,/ :1.4.•••• FLOOR sTRUGrURE bR DEPTH HOLE DIAMETER < ��'�/y�/�'� ��/ ��` ��\�� /X'\ '• CONCREETE OR CMU FOUNDATION WALL INTO FFOUNDATION <1/4d 3/5d DOUBLE STUD \ �/�j�/\/ \ �\////r\�� \\ \ �\ \/•/ W `" 1/4 JOIST Q \%\�\ /�\!� ��\/ ��\`\ /\�• \ 0 '�../ SILL PLATE ANCHORS METAL HOLD-DOWN 1 DEPTH, MAX. D15 D16 UPLIFT ANCHORS 2'" MIN.- 4"COMPACTED AGGREGATE � 0 - '. ANCHORS SILL PLATE AND STUD 1 3 JOIST DEPTH, MAX. ■ CO LU TO CONCRETE OR CMU FOUNDATION / REMOVE DISTURBED SOIL AND ORGANIC WALL. TRANSFERS TENSION LOAD BETWEEN FLOORS: 6 JOIST DEPTH, MAX.TIES STUDS/ POSTS TO FOUNDATION 1/6 MATERIAL AND JOIST THEN BACKFILL WITH CONTROLLED FILL. JSLD SAWN AND RAFTER �z 9 STS NOTCHING/BORING LIMITS z NOTCHING AND BORING L M TS4 w PAVING DETAIL � 3: ' SCALE: V=1'-0" ( � Q ) •• l TITLE ,¢