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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34112 Date: 12/03/09 T~IS C~TIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2935 PINE TREE RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap No. 473889 Section 104 Block 3 Lot 8 Subdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 30, 2008 pursuant to which Building Permit No. 33900-Z dated MAY 14, 2008 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 ALTERS. & ADDITIONS, INC. DECK, COV PORCH, 2ND FLOOR BALCONIES, ATT. 2 CAR GAR-AGE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA 6139 4/10/8 SEE CONDITIONS 1-5 AND ZBA ~6217 11/13/08. · 9~e ce~ciflcate is issued to ROBERT F FRIEMANN (OWNER) of the aforesaid building. SuFFOLK COI~FI~IDBPART~;~T OF ~J~T~PPRO~-AL R10-07-0137 ELRCLi-KIC3~L ~TIFICA~ NO. 4019755 I~L~ERS C~RTIFICATION DA'r~ 03/11/09 RICHARD MORRELL 11/10/09 06/08/09 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Dep~ A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, st: topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains 5. t~it~h~,ol~v~g:[~ BLDG. DEP[ TQWN OJ SOUTHOL9 ~ th~. 2,'~0 m i% i~ad. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 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. Ifa 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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, Commemial $15.00 Date. tT]~[O5 Old or Pre-existing Building:'X'xx New Construction: Location of Property: ~59') C House No. Street Owner or Owners of Property: ' ~-----ob-t ~:}.~" ~ Suffolk County Tax Map No 1000, Section [ O t.~ Block (check one) Hamlet Lot ~ Subdivision Permit No. Date of Permit. Filed Map. Applicant: Lot: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) CERTIFICATION Date: Building Permit No. ~ (Please print) Plumber: ~j~7~4~9~ r~ ~ ~P (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this // dayof t/~ , 20~'?' Notary Public,~'AM[ ~ County ~ota~ Publ~o - ~ ~ ~ Yo~ , BY THIS CERTIFICATE OF COMPLIANCE THE YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. ROBERT FREIEMANN P.O. BOX 215 2935 PINETREE RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 2935 PINETREE RD CUTCHOGUE, NY 11935 Application Number: 40q9755 Certificate Number: 40'19755 Section: Block: Lot: Building Permit: 33900 BDC: ns11 Described as a Residential occupancy, wherein the premi system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, Attic, Basement, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thesth Day of J..e, zoog. Name QTY Rate Ratimz Circuits Tvoc Alarm and emergency equipment Sensor 3 0 0 Carbon Monoxide Appliances and Accessories Air Conditioner 3 0 Above 15000 BTU Dish Washer 2 0 1.2 KW Exhaust Fan 7 0 F.H.P Fumace 1 0 Gas Furnace 1 0 Oil Service Service Disconnect: 2 150 cb ServicelPhase3w Service Rating300Amperes Wiring And Devices AFCI 4 0 Dimmer 5 0 120 V Fixture 2 0 Fluorescent Fixture 130 0 Incandescent GFCI Circuit Breaker 4 0 seal Multi Outlet System 10 0 Continued on Next Page ! of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. ROBERT FREIEMANN P.O. BOX 215 2935 PINETREE RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 2935 PINETREE RD CUTCHOGUE, NY 11935 Application Number: 4019755 Certificate Number: 4019755 Section: Block: Lot: Building Permit:33900 BDC: ns11 as a occupancy, wherein the premises electrical system consisting of Described Residential electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thdlth Day of June, 2O09, Name QTY Rathe Rating Circuits Tvoe Outlet 132 0 Fixture Outlet 140 0 Gen, Purpose Paddle Fan 6 0 Receptacle I 0 30a Dryer Receptacle 17 0 GFCl Receptacle 71 0 Gen, Purpose Switch 110 0 Gen, Purpose 2 or 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33900 Z Date MAY 14, 2008 Permission is hereby granted to: LILLIAN FRIEMANN 2935 PINE TREE RD CUTCHOGUE,NY 11935 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES, SCHD AND ZBA APPROVAL AS APPLIED FOR at pr-m~ses located at 2935 PINE TREE RD CUTCHOGUE County Tax ~ap No. 473889 Section 104 Block 0003 Lot No. 008 pursuant to application dated APRIL 30, 2008 and approved by the Building Inspector to expire on NOVEMBER 14, 2009. Fee $ 2,385.20 ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST[ ]ROUGH PLBG. [ ]FOUNDATION 2ND[ ]INSULATION FRAMING/STRAPPING ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 ....~J.,CO.S~O. I l F'"~"""mJ~ ~E,RA~0. REMARKS: ~ ~..~,' Ct~ / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ,~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUCTION DATE -~~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~] FOUNDATION 2ND [ ] FRAMING / STRAPPING ROUGH PLBG. INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING ~FINAL /~' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR Mark K. Schwartz, AIA -Architect, PLLC Cutchogue, New Yc~k 11935 Phone: (631) 734 - 4185 Fax: (631) 734 -2110 December 15, 2008 Southold Town Building Department Main Road Southold, New York 11971 Additions and Alterations to: Friemann House 2935 Pine Tree Road Cutchogue, New York Permit # 33900 (SCTM# 1000-104-03-08) To Whom This May Concern: I have been to the site and inspected the framing, strapping and rough plumbing. Peter Victoria (plumber) has completed a pressure test for the piping and filled all pvc waste and vent pipes. I hereby certify, to the best of my knowledge, the framing and plumbing work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Mark Schwartz FriemannFramingCer tl .doc Mark K. Schwartz, AIA - Architect, PLLC ~ Cutchogue, New Yc~k 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 February 19, 2009 Southold Town Building Depaitii~ent Main Road Southold, New York 11971 Re: Additions and Alterations to: Friemann House 2935 Pine Tree Road Cutchogue, New York Permit # 33900 (SCTM# 1000-104-03-0S) To Whom This May Concern: I have been to the site and inspected the installation of the insulating materials. I hereby certify, to the best of my knowledge, the floor, wall and roof insulation work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, , Mark Schwartz FtiemannlnsulafionCer tl .doc DATE FOUNDATION (1ST> ...................................... ROUGH F~G & PL~G ~S~ATION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined ,20__ ~ Approved 20 __ Disapproved a/c Expiration .20___ BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit ~ Storm-Water Assessment Form u ontaet. ~ ~ Mail to: I 734 o':).~ IPhone: Building Inspector APPLICATION FOR BUILDING PERMIT ;.__~ Date O.Jr'/,:~/t9 ~ ,20 ,, - . L_ INSTRUCTIONS / - /t a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buil~ting Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months afier the date of issuance or has not been completed within 18 months from such date. Ifr~o zoning amer~.dmej~ts 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 fsr the issuance of a Bu!lding 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 rej~tions, and to admit authorized inspectors on premises and in building for necessary inspections~,,~, ~/, ~.~ ( Signature' o flpp~ant o~me, if a corporation) State whether applicant is owner, less~, agent,~ngineer, general contractor, electrician, plumber or builder Name of owner of premises /~dT~__~ff~ ~' Y/~ ]l~ ,~,~,Afl/(-J/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet Tax Map No. 1000 Section /19 ~ County Subdivision Block~v~ Filed Map No.~ State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,~/~d~/. ~__ F,,q,'~t! ~ ~' ~'J' b. Intended use and occupancy ,.C,,4t "t'gt~-- Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Alteration Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height. Number of Stories 8. Dimensions 0fentire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ar .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YESx NO 13. Will lot be re-graded? YESes_ NO Will excess fill be removed from premises? YES 14. Names of Owner of premises PR/~:,4.'/4,o,'O Address Name of Architect ,,t"/,,qtfg ,CChtt~'s~'~ re,._ Address Name of Contractor O~',q,~ /g ¢,~ ~ ~,,~ Address 9. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES~/~_ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITtS,)MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES /X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. PhoneNo.~'/~, ' 5~/- {/.~p Phone No Phone No. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) s: ~*~ L~ ~~ ~ being duly sworn, deposes and says that (s)he is the applicant (Nme of individual si~ing contract) above nmed, (S)He is the ~C~/~ ~~ ~ (C~ntr~tor, Agent,~o~orate 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 tree to the best of his knowledge and belief; and that the work will be perfbrmed in the manner set forth in the application filed therewith. Sworn t.o l?efore me this Not~~~ ..... , - --#~.~ James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0443C Date July 7, 2009 THIS CERTIFIES that the single-family dwelling, garage, porch, deck, drainage system of drywells, sanitary system, stone retaining wall and non-turf buffer from the retaining wall landward to the 12' contour line. At 2935 Pine Tree Rd., Cutchogue Suffolk County Tax Map #104-3-8 Conforms to the application for a Trustees Permit heretofore filed in this office dated 6/25/08 pursuant to which Trustees Wetland Permit #6933 Dated 7/23/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling, garage, porch, deck, drainage system ofdrvwells, sanitary system, stone retaining wall and non-turf buffer from the retaining wall landward to the 12' contour line. The certificate is issued to ROBERT FRIEMANN owner of the aforesaid property. Authorized Signature FROM ; 'Mer~SchwarDz,AIA-Arohit~¢~ PHONE ],40. ~ E,~1734~110 ,,Tun. 23 2~ 07:45RVl Pt .,-d,.. Mark K. Schwartz, AIA - Architect, PLLC P. O. Box 1179 Southokt, New Yo~k 11971 AddR/o~s a~c[ Akera~.~ to: R0be~ ~a5. l:~th'ldm l~Hemann House Cutchogue, l~ew ¥~k Mark Sctmmr~ JUN-50-2008 08:58AM From: 9146535646 ID:BURGER CONSTRUTION Pame:001 R=96~ James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 TO: FROM: DATE: RE: BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mike Verity, Chief Building Inspector Board of Trustees June 26, 2008 ROBERT FRIEMANN 2935 PINE TREE RD., CUTCHOGUE SCTM#104-3-8 JUN Z 7 In regard to the above-referenced property, the Board of Trustees received an application on Wed., June 25, 2008 for the revised project description as an attempt to correct the discrepancies in the original permit. The Board of Trustees has reviewed the application and has no objection with allowing the property owner to continue with construction of the first and second- floor additions on the north side of the property and the garage addition on the south side of the property. The application has been scheduled for a hearing on Wed., July 23, 2008. Our office will provide you with a copy of our decision at that time. Thank you. APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.nor thfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hail 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION APRIL 10, 2008 ZB File # 6139 - Robert F. Friemann Property Location: Pine Tree Road, Cutchogue CTM 104-3-8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this apphcation 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 March ll, 2008 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 CHAPTER 268: The architect offered testimony at the hearing and stated that on the water side of the dwelling approximately 75% of the existing foundation will remain with the existing garage converted into living space as part of the existing dwelling. A new attached garage will be constructed at the front (southerly side) of the home with a vehicle entrance from the north. An action of consistency is issued under Code Chapter 268 under Policy 5 and Policy 6 and relevant Standards, as submitted to the Board of Appeals in this review. The applicant has confirmed with this project plans to increase the setback of the sanitary system farther from the shoreline, a drainage system of dryweils to capture and recharge roof runoff from the building construction areas, and similarly noted consistencies with the LWRP Policies 3, 5 and 6; see Determination of Consistency issued under Town of Southold Wetland Permit #6801. PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 31,972 square feet (metes and bounds) with 127.70 feet of frontage along Pine Tree Road. The property is improved with a one'story dwelling as shown on the 10-29' 2006 survey prepared by John C. Ehlers, Land Surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-116B and 280-124, based on the Building Inspector's November 19, 2007 Notice of Disapproval Page 2 - April 10, 2008 ZBA #6139 - Robert Friemann CTM 104'3'8 concerning proposed partial demolition of an existing dwelling, alterations, and additions to the dwelling, at less than the code-required minimum of 15 feet on a single side yard and less than 75 feet from bulkhead/retaining wall, adjacent to the shoreline of Little Creek. FINDINGS OF FACT The ~ning Board of Appeals held a public hearing on this application on March 27, 2008 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants are requesting the partial demolition of the existing dwelling, to allow for new construction as alterations and additions, at 12 feet from the side yard where the code requires 15 feet as a minimum setback on this side yard, and at 23 feet to the bulkhead from a proposed new deck with entry steps. ADDITIONAL INFORMATION: More specifically, the extent of relief that is being requested will include additions and alterations to the existing structure, demolition of the existing roof structure, removal of interior walls as shown on plans, construction of new interior walls, alterations to exterior walls with new windows and doors, sheathing, siding. Also requested are first-floor additions and a new second floor, utilizing the three walls of the existing sitting room and new foundation walls constructed as shown on the foundation plan, except that there will be foundation walls remaining in place, and new exterior wall sill plates to be removed and replaced. Also proposed is an open deck addition on the easterly side of the dwelhng. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because: a. The existing home has been in this location for more than 60 years; b. Most of the existing foundation will be utilized; c. The additions and alterations will not create any impact on the immediate adjacent properties or neighborhood; d. A drainage system of drywells on the landward side of the home will capture and recharge roof runoff from the building and related construction activities. e. The proposed one-story deck will remain open and unroofed, which wili not be visible from the street. Page 3- April 10, 2008 ZBA #6139 - Robert Friemann CTM 104'3'8 2. Town Law q267-b(3)(b)(2). The benefit sought by the apphcant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. A total demolition of the foundation, and entire home, would cause a greater disturbance to the site than the 75% reconstruction of the home with alterations in the nonconforming setback location on existing foundation areas. 3. Town Law §267-b(3)(b)(3). The variance requested in this application is not substantial, based upon the size of the parcel and the environmental factors to replace a substantial portion of their existing home. This single side yard variance meets 80% of the code requirements. The relief requested for the setback to the bulkhead is substantial, however, for the requested unroofed deck addition. 4. Town Law §267-b(3){b)(5). The difficulty has not been self created. The home was placed in this location prior to the current regulations. 5. 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. There is sufficient land available to construct a home at the minimum code-required 75'. However, the environmental agent submitted testimony to indicate that 75% will be in place in kind construction of the first-story of the home. The additional 25% of new construction and the second-story construction will not compromise the character of the neighborhood, nor will it impact either the physical or environmental characteristics of the waterfront on this parcel or the parcels on either side of the subject property. 6. Grant of the requested rehef is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the additions and alterations, while utilizing a major portion of the existing dwelling, and 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 Chairman Goehringer, seconded by Member Simon, and duly carried, to A) Deny the variance as apphed for concerning the setback from the proposed deck to the bulkhead, and to GRANT Alternative Relief, reducing a section for the proposed deck at a minimum 24 feet (instead of 23 feet noted on the survey dated 2'10-2008, and instead of 22 feet noted on the Building Inspector's Notice of Disapproval); and to B) GRANT the remaining requests under this application, as shown on the map A-2b with ZBA date stamped Feb. 25, 2008, EX-1 dated Jan. 31, 2008, A~ I dated January 24, 2008, and A-2 dated January 24, 2008, all prepared by Mark K. Schwartz, A.I.A., and the survey (with red notations) date-stamped by ZBA Feb. 12, 2008, prepared by John C. Ehlers, Land Surveyor; Page 4 - April 10, 2008 ZBA #6139 - Robert Friemann CTM 104-3-8 SUBJECT to the following Conditions (based on Board Member discussions and statements made during the hearing by the applicant's environmental agent that the fo]lowing improvements would be made on the site and as permitted by environmental agencies): 1. Replacement of the existing retaining wall (with increased height as permitted by environmental agencies); Non-turf buffer between the foundation (on waterfront side) and the retaining wall to be maintained at all times; 3. New deck will be completely constructed of environmentally sensitive wood. No ACQ or other types of treated lumber will be permitted to be used on the waterfront side of the dwelling; 4. The exception of condition #3 is any type of material for the reconstruction/replacement of the retaining wall that is approved by NYS DEC; 5. All storm water roof runoff will be diverted into dry wells that will be located on the landward sides of the dwelling. The above conditions shall be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demohtions which are not shown on the applicant's diagrams or survey site maps, 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 Goehrin~hairman), Simon and Weisman. Member Dinizio and Member Oliva wf~bsent./This Rze, s~on was .duly adopted JGer/~P. Goehringer, Chairman //~/2008 proved for Filing ~ P~PPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS ? ',~ :~- ~, - TOWNOVSOVXtIOLO ilol / BLDG. DEP[ FI~INGS, DELIBE~TIONS, ~ DETE~INATI~U~ MEETING HELD NO~ER 13, 2008 ZBA # 6217 - ROBERT and PATRICIA FRIEMANN, APPLICANTS PROPERTY LOCATION: 2935 Pine Tree Road, Cutchogue CTM 104-3-8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred for review 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 22, 2008 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 found to be consistent under the standards and policies of Chapter 268 of the Town Code. PROPERTY FACTS/DESCRIPTION: The subject property contains 27,646 square feet, excluding the square footage at the beach and wetlands seaward of the retaining wall, and is 120.71 feet wide along the high water mark of Little Creek to the east, 251.78 feet to the south, 127.70 feet to the west, and 282.85 feet to the north. The property is improved with a single-family house, as shown by a survey prepared by John C. Ehlers, L.S. dated October 29, 2006. BASIS OF APPLICATION: This application for a Variance under Section 280-116B is based on the Building Inspector's August 26, 2008 Notice of Disapproval concerning additions and alterations to an existing single-family dwelling at less than 75 feet from the bulkhead ADDITIONAL INFORMATION: This application is for an amendment to building permit #33900-z, pursuant to the issuance of a stop work order on June 26, 2008 concerning change in the scope of the project approved under ZBA #6139. Page 2 - November 13, 2008 ZBA # 6217 - R. and P. Friemann, Applicants CTM 104-3-8 FINDINGS OF FACT The Zoning Board of Appeals held a pubhc heating on this application on October 30, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests a variance to permit a roof alteration for a dormer, to be 45.9 feet from the bulkhead (confirmed in a September 8, 2008 letter from Mark K. Schwartz, AIA). The setback from the side lot line will be conforming at 15 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law q267-b(3)Co)(3)(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 dormer will be 44.9 feet from the bulkhead. The house itself is set back 24 feet from the bulkhead. The dormer will not expand the house beyond the existing footprint or establish a roofline higher than the existing ridge. 2. Town Law .q267-b(3)(b)(2). The benefit of a second-floor dormer cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Any addition to this existing non-conforming house will increase the degree on nonconformity. The entire existing house is in a nonconforming location. 3. Town Law .q267~b(3)(b)(3). The proposed variance is not substantial. The proposed 16' x 11' dormer will be set back 15 feet from the side yard and 9 feet from the most seaward portion of the house. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self created. 5. 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. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a dormer, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 - November 13, 2008 ZBA# 6217 - R. and P. Friemann, Applicants CTM 104-3-8 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, a motion was offered by Member Simon, seconded by Chairman Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the site map Sheet S-1 amended by Mark K. Schwartz, A.I.A. and Drawings A-l, A-2, A-5, A-6, all dated September 03, 2008. Any deviation ~om the variance given such as extensions, or demolitions which are not shown on the apphcant's diagrams or survey site maps, 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: Mem~ (Chai~m~.q), Oliva, Dinizio, and Simon. (Member Weism~~Th~~a~ ~~. GOEHRINGER CHA/R~ ll/z/ /2008 yoved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 19, 2007 TO: Patricia Friemann 194 E. Shore Road Huntington, NY 11743 Please take notice that your application dated November 8, 2007 For permit for additions and alterations to an existing single family dwelling at Location of property: 2935 Pine Tree Road, Cutchogue County Tax Map No. 1000 - Section 104 Block 3 Lot _8 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this non-conforming 31,972 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 200-124, which states that non-conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet. Following the proposed additions and alterations, the dwelling will have a single yard setback of+/- 12 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 B, 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 proposed setback of+/- 22 feet from the retaining wall at its closest point. This Notice of Disapproval was based on a survey by John Ehlers, LS, last dated 10/12/07 Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 26, 2008 TO: Patricia Friemann 194 E. Shore Road Huntington, NY 11743 Please take notice that your application dated July 24, 2008 For an amendment to building permit #33900Z for additions and alterations to an existing single family dwelling at Location of property: 2935 Pine Tree Road, Cutchogue County Tax Map No. 1000 - Section 104 Block 3 Lot _8 Is returned herewith and disapproved on the following grounds: The proposed amendment is not permitted pursuant to ZBA #6139, issued for variances pursuant to Artcile 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 that sounds, shall be set back not less than seventy- five (75) feet from the bulkhead." The variance (6139) allowed for a 24 foot setback from the bulkhead based on plans dated Januar~ 24, 2008, by Mark Schwartz, AIA. On June 26, 2008, a stop work order was issued because of a change in the scope of work. A dormer has been added to the project, located +/- 45 feet from the bulkhead. Therefore, the scope of the approved work under ZBA #6139 has changed. This Notice of Disapproval was based on amended plans by Mark Schwartz, architect, dated July 24, 2008. Note to A--ppplicant: Any change or deviation to the above referenced application, may require further review by the Southoid Town Building Department. CC: file, Z.B.A. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 TO: FROM: DATE: RE: BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mike Verity, Chief Building Inspector Board of Trustees June 26, 2008 ROBERT FRIEMANN 2935 PINE TREE RD., CUTCHOGUE SCTM#104-3-8 n JUN 2 7 2008 In regard to the above-referenced property, the Board of Trustees received an application on Wed., June 25, 2008 for the revised project description as an attempt to correct the discrepancies in the original permit. The Board of Trustees has reviewed the application and has no objection with allowing the property owner to continue with construction of the first and second- floor additions on the north side of the property and the garage addition on the south side of the property. The application has been scheduled for a hearing on Wed., July 23, 2008. Our office will provide you with a copy of our decision at that time. Thank you. New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631! 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT Mr. and Mrs. Robert Friemann 194 East Shore Road Huntington Bay, N.Y. 11743 Re~ Application #1-4738-03765/00001 2935 Pine Tree Rd. Cutchogue, N.Y. 11935 11-01-07 Dear Mr. and Mrs. Friemann, Based on the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot National Geodetic Vertical Datum elevation contour of the referenced parcel, as shown on the survey prepared by John C. Ehlers on 10-29-06, is beyond Tidal Wetlands Act (Article 25) juri?diction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm~ Please note that this letter does not relieve you of the responsibili~aini~ecessary permits or approvals from other agencies or local municip.~.itt'~s. ~ f Deputy Permit Administrator cc:MHP, En-Consultants, Inc. Town Hall, 53095 Main Road P.O, Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Lillian M. Friemann 194 East Shore Road Huntington Bay, New York 11743 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 2935 Pine Tree Road, Cutchogue TAX MAP NUMBER - 1000-104-3-8 Pursuant to Section 144-13A(1) of the Code of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Going beyond scope of Building Permit CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Trustee approval granted and amended plans submitted FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE~ IMPRISONMENT OR BOTH. DATE: June26,2008 ~ ~ George ~illen Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6801 DATE: JANUARY 23 2008 ISSUED TO: ROBERT FRIEMANN. PROPERTY ADDRESS: 2935 PINE TREE ROAD~ CUTCHOGUE SCTM# 104-3-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Tow~ Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on J_anuary 23, 2008, and in consideration of application fee in the sum of $2~50.00 paid by R~obert Friemann and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and perm/ts the following: Wetland Permit to construct a 18.3' x 10.2' one-story addition on east side of existing 30' x 20.1'+/- two-story addition on the north side of dwelling; a second-story addition on existing dwelling; new two-car garage with mudroom, porch, and deck additions to an existing one-story, one- family dwelling; remove existing concrete patio; install a drainage system of drywells; and remove an existing sanitary system to be replaced with an upgraded sanitary system located a minimum of 100' from wetlands; remove and replace (in-place) an existing timber retaining wall with a stone retaining wall to be raised 18" to el, 9.5' MSL; place approximately 60 cubic yards clean sand landward of new retaining wall to decrease the slope between the dwelling and shoreline; and establish over same area a 23'-40' wide and approximately 3,126 square foot non-turf buffer to be planted with native vegetation in place of the existing lawn, with the condition of the removal of the shed; the decking to be non-treated lumber with ¼ inch spacing; a line of staked hay bales is installed prior to construction beginning; a non- turf buffer is established from the retaining wall landward to the 12' contour line; the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, a planting plan to be submitted before any landscaping begins, and as depicted on the survey prepared by John C. Ehlers Land Surveyor, last dated December 12, 2007, and received on December 20, 2007. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a mai ority of the said Board as of this date. Erosion, Sedimentat,on & Storm Water R_un-off ASSBSSMBNT FORM PROPERTY LOCARON: $.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRB THE SUBMI8810N OI~ A /O~'O /(~ ~ ~ ~,~ i~)l¢~' STORM-WATER, GRADING, DRAINA. OEi AND EROSION COHTROL FLAN Clstriet ~e~tlo~ Block Lot CERTIFIED BY A DESIGN PROFESSIOHAL IN THE ~TATE OF HIEW YORK, 1 2 I~e.~m Number: (NOTE: A Check Mark (,~) for each Question is Required for a Complele Application) Yes No Will this Project Retain Ali Storm-Wa[er Run-Off Generated by a Two (2"} Inch Rainfall on Site? (This item will include all run-off created by site clearing end/or construclion activities as well as all Site Improvements and the permanenl creation of impervious surfaces,) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFiowl Will this Project Require any Land Filling, Grading or Excavalion where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal wilhin any Parcel? 3 Wlli this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Surface? 4 Is there a Natural Water Course Running through the Site? Is this Project within Ihe Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? 5 Will there be Sile preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of Yedical Rise Io One Hundred (100'} of Hodzonlal Distance? 6 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped Io Direct Storm-Water Run-Off into and/or in the direction of a Town dghPoPway? 7 Will Ibis Project Require the Piecemeal of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right of Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site P~eparation wiflqn the One Hundred (100) Year Floodplain of any Watercourse? 8 9 NOTE: if Any Answer to Questions One through N[ne is Answered with a Check Mark in the Box, aStorm-Water, Grading, Drainage &Erosion Control Plan is Required and Must be Submitled for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes Does this project meet the minimum standards for classiRcation as an Agdoullural Projecl? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Required! {NaR/e OI indMdual sig,~in9 DoCurT ef¢] ln~e ~d file d~s api)licaaon; d~at MI satcmcna contained in d~is application ale uTm to die best of Iris baowledge mad belief; a~cl d~at fl~c work will be performed in d~e nmnne~ s(t forth in tiaa application filed berc~dlh. (Signature of Applicant) BOAiqiD OF ~URVE¥ OF LOT5 & AND q "MAP OF NA.G_GAU F:ARPI5 II FILED I"IAROH 2e~, IqDD 1=11..15 No. 11'Tq 51TUATE, t::~C, ONIC, TOINN, .GOUTHOLD E~=FOLK C..4:XJN%, NY 5(,I~VEYSD 10-2q-2006 TOPO 0~,-21-200~, 10-1,2-200~ 5O~:FOLK COUNTY TAX # SITE DATA: EXISTIN~ D BEDROOM ~ TO BE 4 BEI::;~O01'4 HOUSE · PIONt]I4ENT ~ O PIP~E FOUNE~ AREA = DI,q~;2 5.~. O~ O.-/D40 AOt~I5 TO~O RL::~E:~.k-NO[-~ N~VI~ '2q DATt,%4 5Othq4OLD TO1'94 ZONE R-40 EXISTIN~ E~-F~I-IG TO BE A:~,ANDONED A~ ~ ®RAPHIC, ~.7,.ALE I"= ~D' LINE OF EVER~EENS~....~' O~ pp_oPOS~ ~ exlsUng ~ell [. Lot 8 S$?*01'20'W E2~ELLIN® BAY AC qm- Z N W+,E S JOHN C. EI-ILERS LAND SURVEYOR 6 EAST MAIN STRoll' N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 RE~.-CADocuments and Settings~dmlnintratol~)esk~ EMAFLOOD ZONE AE =EMA FLOOD ZONE X HAY BALES WTFHS~LT FgNr.,tN6 TO BE INSTALLED PRIOR TO CONSTRUCTZONAND MAINTAINED EL. 10 EL. 10 3~.00 DRYWELLS TO BE Mm. 10' OFF BLBG ~. 5' FROM PROPERTY DECK iil PROVIDE UND£RGROUND SERVICE FROM POLE TO HOUSE VERIFY WITH OWNER IF CONNECTING EXISTING I STY. HOUSE (CONVERT TO 2 STY.) PORCH NEW PROPOSED DRIVEWAY J III (PAVERS) ~ , GARAGE ~ ,' / NEW WATER METER Z ~URVE¥ OF: LOT~ 6 AN~ ~t "MAP OF NASSAU FARM~" FILFP MARGH 2~5, Iq~5 FILE No. II-~q 51'I'~ATE., PEGONIC, TOI~IN: 50UTHOLP 5~FFOLK C.X~NT~, NT' ~I~V"E'flED 10-2q-200& TCTPO 0~-21-200-~, 10-12-2001 ,~,Jf=FOLK GOUNT¥ TAX # lO00- I04-~-5 RO~I3~T F. ~ Te~,l; Hole I~o~ ~ Loom OL I~-o~ ~:lndlj 5IlL HL EXISTIN~ D E~E[;)P. OOM {"lOUSE TO BIE 4 tB~I:~.OOM HOUSE · ivIoNIJi'HENT FOgND O PIF~ FOUND F, UESL I C, !,IATE~- 282.85' BAY sEPTI6 / 0© Lo?. 5' S8"/*01'20"W 555' N :22' ~ ~ELL IN BASEl-dENT JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIV~, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaclserver\pros\06\06-251 REV. 11-08-20~ ...SURV'E'r' Ot= LOT.~ 8~ AND ,q. "NAP OF NASSAU FARMS FILEI2 MAR¢_,,t-'I 28,, Iq:~5 FILE No. II-/q 51TUATE: I=rEC,,ONIC,, TOI'qN: ~1.~ ~)FFOLK C_.,42UN'I"K, NY' 5URVETED IO-2q-2OO~ TOPO O¢-21-2OO"/, IO-12-2OO'I 11-10-2OO'q, 12-12-2OO-'/, O2-10-2OO¢ NOTE ADI:;~[20~-24-2OO8,, l~V. O8,-OI-2OO8~ \ O¢-O5-2OO8,, FINAL O'-/-20-2OO~, O~-22o2OOq 5t,~FOLK C, OUN'r'¢ TAX # \ IOOO- IO4- B- 8, N87~01,20.B 282.85' N '~% ' t ~0 ~ · o MONUMENT ~=OUN~ PIF~ t=OUND STONE ®RAPHIC, ~ALE \ $87°01'20~W Lo~. DD Lot. ~P ~A¥ A'~NUE 251.'78' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserverkpros\06k06-251 final.pro - -,, , , NEY, ' ORK STATE & TOWN CODE8 APPROVED AS NOTED AS [ qRED AND COHDITIONS OF DATE: B'P'N~ ...... , ~. , , , , , -~ FEE: ~ ~ ~ 765-18~2 8AM TO 4PM FOR THE ~-[/2, .,--'*~.-~ ' ~',, ",,, , , '~~ ~,~;. ~ ' m , ~ SOUTHOLDTO~TRUSTEE~ FOLLOWING INSPECTIONS: ~ ~ ~ 1. FOUNDATION "TWC REQUIRED ~ SLOP~ ~ N,Y,S, DEC ' - F~TSTONES FOR POURED C 3NCRETE ~.' '~ .... , 3, INSULATION ' ' ' ', ~ "~% %~ ~ ALL CONSTRUCTION SHALL [2 T~HESTH~CKN[SS) . ~.. . ~ BE COMPLETE :OR C.O. , , ,' MEETTHEREQUIREMENTSOFTHE . .... '. ALL CONSTRUCTI( N SHALL MEET THE . .. ~ REQUIREMENTS ~ F 7HE CODES OF NEW ~ ~ ~BA~ER '~,~. ' . ' ' . YORK STATE. NC ~ RESPONSIBLE FOR ...... ~ -' DESIGN OR CON ~TRUCTION ~RRORS. , ,, , ' ..... , ."'-' ....... ' ' OF OCCUPANC' ' iBELOW HASONRY RETAINING WALL ' .... N.T.S. , ~p~ CdAP~E ~"4~ ...... PLUMBING FLOOD DAMAGE PREVE~ ~L PLOMBING W~ ~ SOUTHOLD ToWN cODE. EXISTING ~ c -i lO NOT PROOEEOWITH STORMWATER MANAGEMENTREQUIREMENTS WHE~ APPE~BLE ~,,x~"~ STANDARD AND SPECIFICATION FOR ST~W BALE DIKE STANDARD AND SPEC[FICTION FOR SILT FENCE , // ~ ~ ~ ~ ~ WATE, J COND~ONS WHERE P~ZCE APPUES= ~ILT~E' ~ ~ ~ ~ ~ I : I ;I :1 I I ~ /~ 12.00 ~ .... ~ ~ .,.,,.. ..... ~.. ...... ~ SITE DATA: -, ~ -- ~ ~ ~, ~o~,~ DESCRZPT~ON: AR~: LOT COVERAGE: '"" .. .,,..,. ,....,,,, Ii/y. ~U,D~L~ ,~o ~ RE-~ ~:~L ~TS OR p~OPE~Y iNSTALLED STRAW B*E ' DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 31q71.2 SQ. FT. EXISTING HOUSE: 1754.4 SQ. FT. 5.5% EXISTING SHED: G4.0 SQ. FT. 0.1% EXISTING PATIO, STOOPS, SIDEWALKS: 351,q SQ.FT. 1, TOTAL EXISTING LOT COVERAGE: PROPOSED ADDITIONS: 120/,17 SQ, FT, PROPOSED PORCHES / DECKS: llBq. O SQ. FT. 3.7% REHOVE EX. PATIO, STOOPS, SIDEWALK5 i -S51.q SQ. FT. -1.1% TOTAL LOT COVERAGE: IS.lf{ ~11 ~.l 2[ [~,to ~, , i . J'!. l.m,,b, at_u. ,_lJfSJ 1,[ J~;FJ~' .L,,. _,~ ,' 11~'~ IJII'IIIIIHIIH ' IrlllHlltllll IFIIIIIIIlII' ~~,tll,.P~ -~ ~. ,~r ~' i,'!r ~ Lil lIE iuL'. JU L ~' 4 ;J L, .L ..... .¢ u..x.., ~Lh *.~ ~ ~ IIl111'111111.11~ 'lllhlllllllllll' ,,,,-~n,~nn ~'o IIIIIIIIIIIIIIIIII .. u .u % ~.~. ~.~.~_~.;~-~. ~,~*~*~-~ ................. ~~41~1 WEST ELEVATION SCALE: 1/4" = , ,,,', ,,, , - ......... ............. ., , , ,-- ......................... . SOUTH ELEVATION SCALE: 1/4" = 1'-0" A-I EAST ELEVATTON SCALE: 1/4"= 1'-0" L NORTH ELEVATI'ON SCALE: 1/4" = 1'-0" REVISIONS: .... ~ ................. ~ .... n ............................... ~ ............................................ REVISED :o:~ .................~-: ~ .................. ;o'~ .............. ----'-0 ................... ;-o-' ............. ~o? ~o ...... .................. , ..... ,, / MATERIAL PER ZONINa ~OARD OF APPROVALS ~ ..... T ................ T ..... ~ ................. ~ ................. ? ..... ~ ................ T ..... ~ F ..... ] F .... ] , 2'-~" r ~o~-~~" TOB~UILDIN~ITHTIMBERLOK~ , ot ...... ................. :oi ................ '- ...................................... ........................ ' ........ ..... ~ 24"X2+"X12" CONC. FTG ~ EX.BE REMOVED~AL~S ?0 ~ O~ mm [~. ~ < LEDgeR SOARD TO ~E FA~T~NDED * , . ~ -- ~ --, ~ ~ x TO BUILDIN~ WITH TIMB{RLOK® ~ ~ , I I H~ON TO VERIFY EXJS~NG W~NDO~ ) 1 HL w/ my2" STL F . PET. ~ [ (2)Jl-S/4XT-~ HL w/1/2" ST~. FL PET. ~ EX. CRA~ L SPAC~ ~ " ~ -- (STEEL~i~.:I O[[PX~.O~ WIDE) ~ ~ - ~ . F__~?_~X(~[w/(~)tl~.~l' FL-P~ ..... _ ....... I ~---B~H~(MLw/(~)M~"STL _'~ ~o"~°"~"~"~ ~..~.~.~ ~ -u,,..~,,,~..~. ~=~m~"~"~"' ,=~" ~,~ -m_:_~-~_. ............. """ ,--~_~_' ~-' -'= --" ............. - __ ~- ~__-~ ..... .... - ~ '~ .... ' .............. '-' '-' ............... '-~-'- ~ %0' ~ ~ u~ ~ ~ X ................................ , , [ I ~ e .~ ........ , ., 0 ............. , - -- a'-*", I v ~ . ~ I ~ * ~ l~u~ 3'BELOW~R~ )~1 I~ TO BU~LD~N~ ~TH T]~BERLOK® ~ ~"X14" CON&RETE P~ER ~ * ~FO~HER OVERHEAD D~ORS~ ~ m ~ W/~5 RE-BAR(V[RICAL) ~_m ~ ~_m I ~ PRO3E~ FOUNDATION P~N ,,..,,.,,,~,o~.,.~o.,.,~.o.,.~.,o,,.,oo,.,...,.,..,-o.,.~.~, , NORTH s~:T~o. R~o~ OF N Y S RB~IDENT~L CODB WITH A BITUMINOUS COADNG, [~ll : 1~_01 2). FOUNDATION TO HAVE tG"X$" CONCRETE (2X~) KEYWAY FOOTING. FOOTINGS SCALE: 1, TO ~VE 2 - ~B CONTINUOUS RE-B~r ALL FOOTINGS TO REST ON x ~....:~X.~.<}~ WEATHER RESISTIVE BARRIER REST OF THE S~e. THE BLOCK-OUTS AT COLUM~ B~ES SHOULD BE SaUAR[ ..,,,: ~:;...,~ ( AND POS~IONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ' 0 ~ CHECK LOCAL BUILDING CODE FOR ~OINTS CONTROL ~OINTS SHOULD BE NO LESS THAN ONE-FOURTH THE . , REQU[~[H~NT~) sL~a W~DT~. H~XmUH ~OINT SPAC~ FOR 4-INCH THIC~ SkA~ m TO ~[ NO ~'.' ~ WALL SHEATHING WALL LEGENID 4). CRAWL SPAC[ SLABS TO BE 2" THICK ITYPrCAL). ' ~ ...... T ......... 0 ............... , 5) PROVIDE 2X~ ACO SILL PLATES UNLESS OTHERWISE NOTED SZLL PLATES ~ DECKING o ~ [m EXISiTING WALL . e ~ DECK PROTECTOR ~LEDGER BOARD ~ 2~ D.~ p~. ~ ~, DR~WN~ MH/M~ GRACE VYCOR DECK PROTECTOR SELF-ADHERED FLASHING ~ ~i~,~.~ m~~,.r:~.:'~ Aprmm 2g, 200~ I SISTER 2X6 STUD NEXT TO EXISTING 3'-7" (A (3) (ABOVE) WALK-~N ,LOSET )BENCH( _, STA][RS: S'-G" WIl~~L LO"T, 16R @ 7.65~" ~ PROJECT NORTH r INSTALL DETAIL AT EXISTING EXTERIOR WALLS LNDRY. TW2642 SCALE: 1" = 1'-0" t 2ND FLOOR (ABOVE) DECK (DECK ABOVE) LI~ING ROOM COLU AROVE~~ 10' x 2~' ASovE~ Dy ........ [? ...................... 'E--- CN235 ENTRY DOOR w/S.L,s COVERED PORCH IN FIELD POST ABOVE 4'-O"OPENING FIREPLACE w/ FLUSH HEARTH PORCH .... ~). PLATE HEIGHT AT q'-+- Z/SI'. EX~STSN~ WALLS (AT E'-O") TO BE SUILT ~ UP TO NATCH NSW PLATE NEIGRT. I FLOOR (pROViDE PRICE ALTERNATIVE OF HEP[ACING WALLS WITN NEW 1ST. F_LOOR PLAN ~X.SOPTtONTOO~NSR, .. ' G). EXTERZOR WALLS TB B£ FRAHED,:~TR 2X6 DFc2 STUDS AT ~ O.C,, ~A~-: 1~;; ~'-~ s) ~XTERIOR S.EATHmG ,0 B~ S/E T.ICB Em CSX ~LYWBDD. TOTAL LIVING SPACE: 2507.¢ SQ, FT, (EXISTING: 1306,4, NEW:1201.4) TOTAL GARAGE SPACE: 73Q SQ. FT, (EXISTING: 44~.3 - CONVERT TO LVG. SP.) DECKS / PORCHES: llg~ SQ. FT. FLOORPITCH W Z REVISIONS, m § A-4 .... __ 2X~ PLATE ~ 2X& PLATE (BENCH) IF -I~fl JOPLT HT.m ~ m (3) 1-3, 4Xfl-1/2 M HEA( ER ~ [ X ~ m , , ~ ~ I 5'- 1" 5'-014 5'-6" PLT, HT, ~0' CEI~N~ I~HI IIII q ,, [ 2) ~TER~OR WALLS TO BE FRAMED WITH 2X6 DFC2 STUDS AT ~PROJE~ NORTH 2ND FLOOR P~N ,~,~,~,,o,~,,,,,.~,.,.~..=,~.,,-,,~,, ~ ,40. ~ SCALE:'/ = 1'-0' ~A TW2104ID-2 2'~" ~ ~ ~ DN L m ~ 3'-~" b b ' ' ~ ' I ; INSTALL A~ZC FAN ~ % ~ ~'-o" ~' ~'-o"~ ~'-o" ~'~o" 6 / ~ ~ ~ P~TE ~ PLATE . PLATE (3) 2X6 (3) AX~ ~ [ , si ALL ENTERIOB ORE,I.G, TO.^VE DESI.,-RBESS.RE UP.RABE~ W.E.E PROJECT NORTH 2ND. FLOOR PLAN ,B,BW^BEU,LESSORE,,..,.A~EI.,BETG.=.B, SCALE:1/4"=1'-0'~). SEE FLOUR P~N FOR STUD HULLS. ~,~ ~x+ w~,,s *~ m~. ~ ~) INSU~TE C~NGS W~H RDO INSULATION. ALL CATHEDRAL SECTIONS TO BE PROVIDED W~H A 1" AIR SPACE BETWEEN ROOF LIVING SPACE: 1337.3 SQ. FT.~ ,N~ATNIN~ANDINSU~TION. A~OPROVZD~,-i/2"THICKFOAN ,, r I II lmm ' I ', BCALE 1/+"=I'-0" SHEET NUMBER GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNBRB FOR ARFBOVBL OF ALL BOU~H BLECTBIE, PLUMBINS ........ ~:;_,.. v, t,"'; , L~ DECK , ~ H , SPLAYED I I ~ //'~ ",.~ x / ~ ROOF .................................................................................................................................................. :: ~ ~-~ = .... ] ..................................................... ,, , ,.,,~ _ , . ,, , .. .... 5 '. : ....... , ~ ~. i . ~_~/~x, ~,~,e ~ ,,~vm~ ~m. ~., ~,. ft. ~,~tm, . - ' -~ / .; ~-~z,,,, ,i ,,,,~ . COPPER ROOF i i~~ ~ '~ ' ' ' ~' " ................ ' ,~ ~ ~ I~ .......................... I ~ ~ ~ ', , ~. ,, ~ ~ c , .~ ~ ~ ~ - ~ _ .............................. ~ ........................ ~ ............... ~ ...... ~ ~. i,_ ~ i- ........... ~ ............. , : ' ' I I ~ --= ::: I ] 2'-~o" I ,, ,, . ........ ~ ' CUPOLA SECTION ,, j~ , ,, ........ ~ ........ I', ~ ~ ~ O"CUTDO'NTO~OO~E" :' I ~ ~ ',: SCALE: 112 ~ ~ rasc~ sue 11 _L~ ~- - r ~ :l :, ,, ~:-~:~ ,, ~: {2) 2X10 TRIMMER I~ ~ ~ i2) 2X10 TRIMMER ,, ,, SPLAY ROOF DETAIL :SOFFIT DETAIL "Ii ' ' SCALE: 3/4' = 1'-0" SCALE: 3/~'' = 1'--0H ' I ~ ROOFING .......................... i , , ....................... ~ SCALE: 1/4"= 1'-0' RIDGE VENT RIDGE VENT RIDGE VENT RIDGE VENT k ELOCON6 UNDER M [ ') SECTION A-A < ~ so"xGcxIv 2×+KE~A* SCALE: 1/4" = 1'-0" Z ~ PREPARATION' INSTALLER TO SE SUaE THAT THE WALLS ARE SMOOTH, WITHOUT SIDING PROTUBERANCES NAIL ENDS OR POINTS SHOULD BE REMOVED OR FOUNDED FLUSH, MAXIMUH WEATHER EXPOSURE STARTING AT THE BASE OF THE WALL, WITH A 2" HOR)ZONTAL OVEHL.^P WITH SHEET NUMBER: A-7 DETAILS SHOULD DE IN ACCORDANCE WITH GOOD BUILDING PRACTICE ALL DOORS TO HAVE LEAD OR LEAD COATED COPPER PANS UNDER, [llil Ill[llllllllllll [ll[ll IIIII III1111 I TYPICAL DOOR OPENING ~"x*" cone rT~. (LESS THAN 4'-0X8'-0" OPENING) 2x~ KEYWAY ~P~CAL HUL~PLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) SLOPE" 1/4" PER FOOT PITCH TO D~IN WIND-BORNE DEBRIS PROTE ION FOR WOOD STRUCTU L PANEL AS PER TABLE 1609,1.4~ N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTE~ION (IF NOT USING IMPA~ G~ING) AND M~IMUN PANEL SPAN OF 8 FE~ SHALL BE PE~ED FOR OPENING PROTE~ON IN ONE- ~D ~O-STORY BUILDINGS. PANE~ SHALL BE PRECUT TO COVER G~ED OPENINGS ~H A~ACHNENT HARDWARE PROVIDED. (REFER TO SE~ON 1609.~.4, 1609.6.5 AND TABLE 1609.1,4 OF N.Y.S, RESIDEN~AL IN.T.S. CONSTRU~ION CODE). THIS IS NOT A SUBS~TU~ON FOR DESIGN-PRESSURE. ALL OPENINGS NUST HAVE DESIGN-PRESSU~ UPG~DES WHERE APPLICABLE. A~ PANE~ MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU~E~ MUST BE MAR~D FOR WHAT OPENING ~ IS TO COVER. I DIA. ~, ',,,"x, ".~',h. '",.~, J i ~.-'-'~ - ~ , - -, .,~. ,.', , ,/ ~ ~ -- I I ' ~ ~ ~ I I D H I x, N ",Nx',/ Nx.~.~ -. '. K", ,. "' '.N'x x.x.'.,2....."xx.'.. ".-x". '. ~ ~. ,, x~px', / //~ / / //_~///// w /_q/I ~ /.,l.-" / X.' // / ,' /./~ ~ 'x',. e~.E~E'.,',.NNX",.'.. ,.,x.".,N' 'x.'.. ','...'",c'.. 7// ..'//~'/.~.'F~/I~/..'//,-'~t~'{}H' . ~,~.,,, .....7 ...,. , 'C',CNNx, .,.... -~x, ~_~,.~-~-..-,-.~ ,..-.......... , x..-~ . ~ , . ....'/,-.x..., //.~w/x.,-~, x_-w ~ ,, ~ ~, ,~ x, , ~./..,, x, x,--N ~ xx -.,, N . , ,. , .. ,_ x ,, ~ ,_Nx. N ~-,,. ~'~ x', ,,.. / /./.~ ~ ~ .-- / / / / / / ~ / /' / /U / /' / / ~ _/7 _ , x, '~ ,, ,,, ,/x ",.. , k. ",. '-, ,, ',, '~ ~,, 'xP,.~ ~ x. ,,.,x, I~"~ N '~,. ',,.x ~, ~, 'x 'x, ~,~ ",, ~., ," .-~ .,' / .-'/~..-' ~ ,~ I / / d~." /./~ .~//.'N~ '3/ x ~x x," ", 'x '~ ~ X'', '~ ~ '~. "~'~ ', '. NN ~ ~ ",", ~. ~, ".~, ' ' '- " ~ ~J / / / / / /' / ~/ / /~ / .'~ ~/ /~ ,~/ ~ / ~ : / / ~ . "~k N ~ x, '~. x,~, x,. ' ', -.--, x . ', ' -- -. ,-- x ' ' '~ ., .~ , - . ,., ,,' ~, -., / / / / .., .., x --/ , ~ / i / - - ' , ,.x.~,~,.,,,,,..N.,X.. ~,.., ...,~. ...~, ~.,N ~ ~ ,.///, .. , , ... //.. //... , ///_. ~~~-'~'./..'L / ...',// ,-'/ .' ......'/ /// /.',.. .// / / / / // /,//~//~// / ///-'~ /7 /_//../.., .- //// //_.-//..,.,./... // /I.'//..'/..',7,.- /- STORM WATER MANAGEMENT DETAILS ~.T.S. ROOF AREA: {SEE PLAN) , (SEE SITE ORYWELLS ~APAClTY: ~5.0 ~U. FT. RE~UIREO; ~.0 ~F 22.~ ~ HORE ~APA~ITY THAH RE~'UIRED CAPACITY: I~T.O ~F 2TA ~ ABOVE REGUIREO PRIOR lO ITS CONSTRUCTION. THE AREA TO ~E USED FOR THE DRY WE~L 8HOUND BE --~~ CORDONED OFF TO PREVENT 60NSTRUCDON E~UIPMENT ~ND STOCKPILED MATERIALS STANDARD 5" BE REMOVED UNTIC ALC (ONSTRUCTION ~I?HIN THE DRY ~ELC'S DRAINAGE AREA CONNE6TION WATERTIGH?. IS COMPLETED AND THE DRAINAGE AREA SYABIUZ[D. REQUIRED: 1~3.~ CF STONE FILL AGGREGATE SHOULD BE PLACED IN ~FTS AND COMPACTED USING P~ATE +)PROTECTION. DRYWELL: COHPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCH~ IS RECOMMENDED A) PROTECT INSTALLED PRODUCTS UNTIL COMP~TION OF PRO,EOT.~' DIA.~ ~ ~ ,~ ~r~ FUNCTIONAL~FEOFADRYWELL. WHILEGENERALLYNOTAS~GNIFICANTSOURCEOF 2M.2%ABOVEREQUIRED ~ ~. ,, ~ e~ PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICU~TES NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN: 1). CAULK 2'OINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY, PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF TRE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT("IC"RATEO),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGNTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 2~S). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR HARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING~ VENTILATION AND AIR-CONDITIONING~(~ HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.S.~. HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR NVAC SYSTEMS ARE GIVEN IN ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSSOS.3.2 AND 503.3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR ~5 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE IOF AT LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN SO AND 60% RELATIVE HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED, WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.S). DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL PORTIONS OF STUD BAYS OR ;TOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL I~IA MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL I¢iB MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. WRITTEN MATERIALS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.S), A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. C.C. TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS. UNCONDITIONED BASEMENTS'. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR, 3) INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 4). SEAL DUCTS IN BASEMENT. 5), SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, SUCH AS WIRING AND PLUMBING PENETRATIONS, AHD WEATHER STRIPPING ON THE BASEMENT DOOR. FRAIVlING: SEALING BAND ;TOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND ;TOIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE 4), CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS EN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2), CAULK ALL FOUR SIDES OF FOAM BLOCKS AND .TOISTS UNOER FLOOR ~TOISTS. IST. FLOOR DECK: 1). FULL INSULATE 3'OIST CAVITIES, 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: I). PROVIDE HORIZONTAL BLOCKING AT 'H~" O.C. AND AS NEEDED FOR NAILERS. 2), FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SHOALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING ~AND THE SUBFLOOR. 2) SEAL SOFFIT AND BAND ,TOIST WELL ENOUGH TO pF~EVENT WINDWASBING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 4). SEAL INTERSECTION BETWEEN ;TOISTS AND WALL WITH SOLID BLOCHING. THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO K:EEP OUTSIDE AIR FROM PIPE AND DUCTS. 3), SEAL ALL PENETRATIONS THROUGH BLOCKING. 4)~ PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRI[ER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATNING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3). SEAL AIR BARRIER ;TOINTS INSIDE THE SOFFIT OR CHASE. KNEE WALL SUPPORTING ROOF: 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING. 21. IF RAFTERS ARE SUPPORTED BY WALL PLATE USE IiNSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. INSULATION:. FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICK~ESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL ~/ALL STUDS, PLATES, SHEATHING AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO ;TOISTS ON BOTH SIDES WITHOUT GAPS. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMJALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION Of R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, afc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2), PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. REScheck Software Version 4.0.1 Compliance Certificate Report Date: lOll 11o7 Data filename: C:\Program Files\Check\REScheck[FRIEMANN.rck Energy Code:' New York State Energy Conservation Construction Code Location: ConstructiOn Type: Heating Type: Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Suffolk CoUnty, New York Detached 1 Or 2 Family Construction Site: Owner/Agent: FR~EMANN 2935 PINE TREE PO,AD CUTCHOGUE, NY DesignedContractor: Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" D.c.: Window 1: Wood Frame:Double Pane with Low-E: Window 2: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Wall 2: Wood Frame, 16" o,c.; Window 3: Wood Frame:Double Pane with Low-E: Door 3: SOlid: Door 4: Glass: Wall 3; Wood Frame, 16" o,c.; Window 4: Wood Frame:Double Pane with Low-E: Window 5: Wood Frame:Double Pane with Law-E: Window"5: Wood Frame:Double Pane with Low-E: Door 6: Glass: Floor 1: All-Wood doist/Truss:Over Unconditioned Space: 2250 30,0 0.0 79 258 30.0 0,0 9 1298 13.0 0.0 86 93 0 330 31 36 0,340 12, 40 0,330 13 81 0.330 27 798 19,0 O.0 38 ,62 0.340 21 42 0.330 14 69 0.330 23 1063 19,0 0,0 49 15 0,300 5 53 0.33Q 17 139 0,340 47 41 0.330 14 2508 30.0 0.0 83 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. ~lame - Title Signalture Date Page i of 1 A-10 ROOM FINISH SCHEDULE INTERIOR TRIM!ROOM FLOORS WALLS CEILING COMMENTS ENTRY 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD CLOSET 1/~"xl-7/8" LIVING ROOM 3-1/2" No. 1 RED OAK GYPSUM BOARD COFFERED CEILING & GYPSUM BOARD COL. STOP ~ ~ LOW BAR 3-1/2" No. 1 RED OAK GYPSUM BOARD COFFERED CEILING & BEAD BOARD CUSTOM BUILT-INS 11/16"x5-1/4" SPRUNG CROWN MUDROOM 12"X12" CERAMIC TILE GYPSUM BOARD COL. STOP ~ CLOSET 12"X12" CERAMIC TILE GYPSUM BOARD i GYPSUM BOARD _2ND. FLOOR CEILING TRIM lST, FLOOR CEILING TRIM WALK-IN CLOSET 12"X12" CERAMIC TILE GYPSUM BOARD . GYPSUM BOARD KITCHEN 3-1/2" No. _._-- DINING ROOM 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD HALL 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD 1X4 ~ ll/16XI-~/B" BASE CAP = · · STAIRS OAK TREADS, PAINTED RISERS GYPSUM BOARD GYPSUM BOARD 1X6 S4S ~, 1-1/8" BACK BAND--'" ~ LAUNDARY ROOM 8"X8" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD WAINSCO-I-FING 42" HIGH INTERIOPd~Z~G (FLOOR DRAIN) w/CAPPING AT WALLS 1/2"X3/4" FLOOR MOLDING INTERIOR DOOR MASTER BEDROOM 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD BASE TRIMSIMPSON INTERIOR PRIMED INFINITY DOORS ~ODE~RS, EE~"i-~X""TN~C~ WALK-IN CLOSETS 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD MASTER BATH 12"X12" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS ~2,, GARAGE CONCRETE SLAB FIRE-RATED FIRE-RATED 11/16" FLAT STOOL / OGE 3/4" THICK BIRCH 11/16 X1-1/8 COVE~- / 9/16"X3-1/2" ElK CASING "L CONNECT TO DRYWELL ~ ...... . ~~ 1/4"X3/4" BEADED SHELF EDGING I OUTSIDE DECK 5/4X4 MAHOGANY DECKING CLEAR CEDAR RAILING WINDOW STOOL WITH APRON ~. ~ OUTSIDE PORCHES 5/4X4 MAHOGANY DECKING CLEAR CEDAR RAILING 1X6 T&G E&CB AZEK BPS. OUTSIDE CLOSET 5/4X4 MAHOGANY DECKING RS CEDAR SHEATHING RS CEDAR SHEATHING CLOSET OVER DECK 1X3 BIRCH CLEAT I i ' (SIDES & BACK) -- I ~2" TO TOP OF DECK & PORCH STAIRS 5/4X4 MAHOGANY DECKING CEDAR RAILING FiNISHED FLOOR PAINTED RISERS 15/16"X2-1/4" WAINSCOAT CAP~ 2ND. FLOOR HALL 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD 1/2" THICK MDF PANELS 3/4" THICK BIRCH /'~" ..~m.- LINEN CLOSET 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD BEADING @ 2-1/2" DC +/- ~ SHELVe..._./ ~ o ~/ BEDROOM No. 2 3-1/2" No, 1 RED OAK GYPSUM BOARD GYPSUM BOARD 4" BEADED CLOSETS 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD ~~-~~X~/~. ~, ...... SHELF EDGING 8"X8" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH ~ i ~--5/8 DIA. BATH No. 2 WAINSCOI-flNG ~ ~ ~~1-5/8" DIA.FiR POLE GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS 1X3 BIRCH CLEAT BEDROOM NO. 3 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD I (SIDES & BACK) 66" TO TOP OF CLOSET 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD FI.ISHED FLOOR TYPICAL CLOSET SHELVING BATH NO. 3 CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING At WALLS ~×~CON~BUO~S~^~R B/~"CONtm~OUB OFFICE 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD N~I~EN CE~U,~ EE~L~N~ . CLOSET 3-1/2" NO, 1 RED OAK GYPSUM BOARD GYPSUM BOARD LIVING ROOM NOTE' SUP"O"T ~~ --~' ~'lE--U~" E~'RUN~ CROWN~ , ATTIC UNFINISHED 3/4" SUBFLOOR UNFINISHED UNFINISHED 1B-SAUCE FINISN NAILS. NAIL HOL~ TO~__~ CNA.FE,. .EmW BO'~OM ~R~M BASEMENT CONCRETE SLAB UNFINISHED UNFINISHED .*L~ COFFERED CEILING DETAIL VERIFY WITH OWNER: RADIANT HEAT ROOM FLOORS WALLS CEILING COMMENTS ENTRY 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD CLOSET 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD LIVING ROOM 3-1/2" No. 1 RED OAK GYPSUM BOARD COFFERED CEILING & GYPSUM BOARD LOW BAR 3-1/2" No. 1 RED OAK GYPSUM BOARD COFFERED CEILING & BEAD BOARD CUSTOM BUILT-INS MUDROOM 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD CLOSET 12"X12" CERAMIC TILE GYPSUM BOARD i GYPSUM BOARD HALL 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD WALK-IN CLOSET 12"X12" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD POWDER ROOM 8"X8" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCO1TING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS KITCHEN 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD DINING ROOM 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD HALL 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD STAIRS OAK TREADS, PAINTED RISERS GYPSUM BOARD GYPSUM BOARD LAUNDARY ROOM 8"X8" CERAMIC TILE GYPSUM BOARD GYPSUM BOARD WAINSCO-I-FING 42" HIGH (FLOOR DRAIN) w/CAPPING AT WALLS MASTER BEDROOM 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD WALK-IN CLOSETS 3-1/2" No. I RED OAK GYPSUM BOARD GYPSUM BOARD MASTER BATH 12"X12" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS GARAGE CONCRETE SLAB FIRE-RATED FIRE-RATED GYPSUM BOARD GYPSUM BOARD OUTSIDE BASEMENT STAIRS CONCRETE STAIRS CONCRETE DRAIN AT BASE OF STAIRS CONNECT TO DRYWELL OUTSIDE DECK 5/4X4 MAHOGANY DECKING CLEAR CEDAR RAILING OUTSIDE PORCHES 5/4X4 MAHOGANY DECKING CLEAR CEDAR RAILING 1X6 TaG E&CB AZEK BPS. OUTSIDE CLOSET 5/4X4 MAHOGANY DECKING RS CEDAR SHEATHING RS CEDAR SHEATHING CLOSET OVER DECK DECK Ii PORCH STAIRS 5/4X4 MAHOGANY DECKING CEDAR RAILING PAINTED RISERS 2ND. FLOOR HALL 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD LINEN CLOSET 3-1/2" NO. 1 RED OAK GYPSUM BOARD GYPSUM BOARD BEDROOM No, 2 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD CLOSETS 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD BATH No. 2 8"X8" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS BEDROOM No. 3 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD CLOSET 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD BATH No. 3 8"X8" CERAMIC TILE MOISTURE-RESISTANT MOISTURE-RESISTANT WAINSCOTTING 42" HIGH GYPSUM BOARD GYPSUM BOARD w/CAPPING AT WALLS OFFICE 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD CLOSET 3-1/2" No. 1 RED OAK GYPSUM BOARD GYPSUM BOARD ATTIC UNFINISHED 3/4" SUBFLOOR UNFINISHED UNFINISHED BASEMENT CONCRETE SLAB UNFINISHED UNFINISHED VERIFY WITH OWNER: RADIANT HEAT (OAK FLOORING TO BE QUARTER-SAWN TO REDUCE SHRINKAGE) GYPSUM DRYWALL NOTES: PAZNT~'NG NOTES: CERAMIC TILE NOTES: WOOD FLOORING NOTES: [NTER~OR TRIM NOTES: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWlN5 APPROVED USP METAL CONNECTOR6 FOR PROPER UJIND RECISTANT ~ ~OOD CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INCTRUCTION5 TO IFLOOF 1ST. SIDEWALL~ WALL JSP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP pLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD. ADS5 HOLD DOWN ANCHOR WALL STUD 4ETAL STRAP -- RIM BOARD SILL PLATE(S) FOUNDATION STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4" - 8" LSTA24 LSTA30 8" - 14" INSTALL 4'0" O.C. · t/4"x24" 20ga. STRAP AND JACK STUDS ON ALL OPENING~ INSTALL 4'(]" O.C. 1-1/4"x30" 18ga. 8TRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. 1-tt4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 14" - 16" !ND. FLOOR WALL 1ST. FLOOR WALL _OCR JOIST DEPTF LSTA36 -1/4"x48"18ga. STRAP TYP. COHO. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING TAPPING TO BE ATTACHED TO WALL STUDS @48"OC ~,ND ALL WINDOW/DOOR OPENING JACK STUDS USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" D.C. LSTA36 1-1/4"x36" t 8ga. STRAP AND JACK STUDS ON ALL OPENINGS iNSTALL 4'0" D.C. MSTA48 AND JACK STUDS ON ALL OPENINGS CONC SLAB 6 MIL. POLY GRANULAR FILL =ORCING BAR TYPICAL COHO. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. GRADE MIN. DRAIN TILE COHO. SLAB 6X6 10110 WWM COMPACT FILL DRAIN TILE -- ACHIEVE MA×IMLIM UPLIFT LOAD CAPAC. IT¥. RAFTER BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ~C~TION USP NUMBER DESCRIPTiON~ APPLICATION ~AFTER SIZE] JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR __~ -- JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. [ JACK STUD13--"~ ~ LSTA24 1-1/4"x24" 20ga. STR~P APPLY OVER RIDGE TO EACH RAFTER ~ · LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ;RIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC ' / N ~X X VENTS SELECTED AND / ~~OCATED BY CONTRACTOR VENTILATION CHANNEL FOP-SIDE OF AS REQUIRED HING ' n~h) VENTILATION WOOD JOIST ~ TOP PLATE -- ~ [)[ )l ~. '*~.-- 2x4 LEDGER BLOCKING AND MOISTURE / ~J ~J ~J ~ ~ ~ 2x4 SOFFIT JOIST LAP F~SH[NG ATTIC SHALL BE PROVIDED WITH A ~ ~ ~ ~ FASCIA MINIMUM NET FREE VENTILATING AREA - ,ALLIAINTAIN GAPAvoiDFiNiSHsoAKiNGAND WALL STUD ~ THENOT LESS THAN 1/150 OF THE AREA OFsPACE VENTILATED . ALL OPENINGS~ ~CC ~ ~GU~ERcoNTiiN. SCREENED VENT WOOD G)RDER / RESISTANT METAL MESH WITH MESH MMED EDGE AT OPENINGS OF % INCH IN DIMENSION. ) FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ~OFFIT:E~ 'O MAINTAIN AIR CONNECT I u PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND VENT CAPILLARY 4" - 6" RAFTER RTl0 10-3/4" x 18ga. ~DOWN ANCHOR EACH ~FTER ~OOF ~ENTIL~T[ON / OVER BEARING WALLS AND HEADERS CONNECT TO 8"- 12" ~FTER RT2O 21-1/8"x 20ga. TYDOWN ANCHOR EACH RAFTER 5OFFITE~ E~E ~ET~IL lNG NAILS OUT ~PS BASE : INCHES RAFTER O RIDGE CAP OF SAME kPS CORNERS, ~ ~ MATERIAL AS ROOFING INGLES AT ~ ~ ~ NAILED TO SHEATHING ~IN. 4 INCHES WOOD JOIST WALL STUD RAFTER~ ,~ - LOCATION USP NUMBER DESCRIPTION APPLICATION pRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ~FTER/PLATE RT 5 ~DOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF PLATE~ALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL p~TE ' I ~ S~FLOO~ TERMITE SHIELD . ~ ~OOD JOIST~ SILL GASKET ~ GASKET ~ ' ~OLTED TO ~TE~ BEAM ~lTN }'~ ~ TOP AND ~OTTOM PLATE -' ~ FLASHING AT ~ ~ / /// "~ 1/2" ~ROUT ANCHOR BOLTCONNECTION (usP LBPS58 OR BP583) ~ ~ ~ FOUNDATION! /8" Dia. ANCHOR BOLT FLASHING ~PS _ ._ _. - I ti SILL PLATE TO FOUNDATION 1 STORY 72" DC TTPICAL ~EAM ~ETAIL (CRAWL SPACE OR FOUNDATION) SILL P~TE TO FOUNDATION 2 STORIES 36" DC 5TEEL / ~OTTO~ ~EA~I~ FTC. (CRAWL SPACE OR FOUNDATION) ~ALl BOTTOM PLATE TO FOUNDATION %2 STORIES 57" DC ~OOf J~C~ ~ ~ENT~ DETAIL (SLAB-ON-GRADE) ~ -DOOR FRAME ~ ,, .' o ~... CKOUT ~ STEEL BEAM .otc. S/¢AcE , ~ ~ ~ ~ ~ ,~ T~l/2~ . . ~ ; , (WITH A NAILING PLATE IF NEEDED) 1/2" AIR ATENDAND OD / '~ ;~ ~ ~' ~ '. ;" ~~F WO ~, ~ % ~ . ~ STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPJNG TO KEEP JOISTS ALIGNED) /~ ~ EI~=II=~L 4 , > ~~ SUBFLOOR ;~'~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED " MAXIMUM ,~ - ' * ¢ ~ ~,~ ~ NOTCH EQUALS I/4 DEPTH OF BEAM ~ ~.~, ;,,~.~ ,~ ~ [~ ~ ~ ~ JOIST .~.~ ~ SHEET METAL/30~ FELT UNDER BEAM AT POINT ~m~_~m~ ~E~ ~ STEEL BEAM ' ; [~. ~- OF CONTACT With CONCRETE OR COHO. BLOCK IX X~~ PLATE (BOLTED TO BEAM MNS. ,: a,~ ~,H,MSTOLEVELBEAM ~S. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM ~A~AGE DOOR~LOC~OUT ~ ~E~ POCKET :ORCING BAR TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~4 REINFORCING BARS KING STUDS CRIPPLE STUD HEADER JACKSTUDS ~ES~RIPTION I APPllC/ TYDOWN ANCHOR ~APPLY TO ~¢ CRICKET AT HIMNEY WALL SHEAI SIDEWALL FC FINISH WALL BARRIER TO AT WALL -- k ROOFING TO ~ PROVIDE HEM FLASHING TO AND SO AS TO . GAP TO pREVI ' ACTION ~ KEEP ROOFIh OF FLASHIr, JG FLASHING 4 Ii BASE FLASHING WRAF EXTENDS UNDER SHII~ SIDES 4 INCHES AND L SHINGLES AT BASE MI 51DE ALL FL SNIN METAL FLASHING AT ALL EAVES, SIDELUALLS, STEELCOLUMN CONC. SLAB COMPACTFILL COHO. FTC. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. P.T. PLATE %,:f · .~ ~. :[EINFORC THICKEN SLABS BENEATH BEARING WALLS AND COLUJ REINFORCE FOOTING WITH (2) fl4 REINFORCING BARS. REVISIONS: I DRAWN: MH / SCALE: 3'OB *: April 25, 2005 SHEET NUMBER: A-13 REVISIONS g/~,ll., ,~" ~1.~. ~,,~- ,~ ~=-I~="~ ALLOWABLE HOLES - TJI Joists JOIST DETAILS ~t~,~ ..,I- ,~ ~-,~"~ ~.-~.~.~ ~ ~ ~, ~ ~ ~, ~o~ ,T~, ' .able B. Intermediate or Cantilever Suppo~ BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING AT WALL ~NDOW HEADER CONNECTION WALL Jorst ~a~ln~ I ~ i~ '~,,*,~ ~,. O FASTENING of FLOOR PANELS~~~. ~~ }~Xj22. . BEAM A~ACHMENT at BEARING~ L~ FILLER and BACKER BLOCK SIZES Lshmrt=~ j r .... ~F''"''d""I~'~'~/'~'~"~'''"I'~'~'~OF~'~''~'~''~'''"]~''""'"~"~'~'~ This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. '~'~..~:~ J ' r~~ ~': Y SHEET NUHBER A-14 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLL©LUlNG OR Af=f=ROYED USP METAL CONNECTOR5 FOR PROPER nlIND RESISTANT CONSTRUCTION. FOLLOUJ MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUC, TION5 TO AC~41EVE MAXIMUM UPLIFT LOAD CAPACITY. MAX. MAXIM M MINIMUM BALUSTERS HANDRAIL CONNECTION 4" DIA. MAXIMUM 4" MAX, ~DECK,/POf~CH ~AILIN~ CEILING JOIST TO BLDG. CONNECTION LEDGERTO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS FLASHING TUCKED UNDER E OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW WASHERS CONNECTED TO BLDG· ~16'" CC FLOOR FRAMING 2x]OISTS BLOCKING FOR LAG BOLT5 RIM JOIST / BD, DECK/PORCH LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER ,D,.ES~P~PTION APPLICATION ROOF LSTA2. [1-1/4x24 20ga. STRAPIAPPLYOVERRJDGETOEACHRAFTER TOP PLATE WALL STUD - RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION RTl0 10-3/4 x 18ga, TY N A EACH RAFTER 4" - 6" RAFTER " DOW NCHOR CONNECT TO 8" - 12" RAFTER " CONNECT TO [ RT20 121-t/B x 20ga. TYDOWN ANCHORIEACH RAFTERI JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDE~ WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDELR PROVIDE BLOCI~NG BETWEEN JOISTS THAT ARE SPICED AND USE W~TM RT1B TYDOWN ANCHORS LEDGER RAFTER-TO-LEDGER CONNECTION EDGER TO BE CONNECTED TO BLDG, UBING 1/2" D]A, BOLTS @16"OC W~TN WASHERS gARTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x6-2xB LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER ! LEDGbR 2XlO LB210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDG~K RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DE5CRIpTION APPLICATION ~LATES TO EACH BTUD STUD PLATE ANCHOR CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE pLATE/WALL SPTH4 CONNECT OVER GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USP NUMBER DESCRIPTION APPLZCATION PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN PBS66 / PSSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN LOCATION 4×4 SOLID COLUMN 6x6 SOLID COLUMN HOLLOW COLUMN ROD FOR STU DOUBLE 2x (MINIMUN) FOR HEADER OR BEAN 'HREADED ROD MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTUEE'S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACKSTUDS HEADER-TO-POST/STUD CONNECTION ALL OPENINGS : DESCRIPTION APPLICATION LOCATION USP NUNBER 1-1/4"xj2" 20ga, STRAP APPLY TO EACH JACK STUD ALL OPENINGS LSTA12 RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIMIDECK JOIST POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA, GALV. BOLTS WTIH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE NlM, (2) 1/2" DIA, GALV, BOLTS W~TH WASHERS AND NUTS CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUHBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER (3) BEAMS PAU66 OR WE66 POST / BEAN ANCHOR APPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPL[CATJON 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOT~NG 6X6 POST PAU66 OR WE66 POST / 8RAM ANCHOR APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SNOW SPEED DESIGN LOAD (MPH) CATEGORY 45LBS. 120 B FROST WINTER ICESHIELD ¢/EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD DEPTH MODERATE SLIGHTTO TEMP, REQUIRED HAZARDS SEVERE I 3FT. ITOHEAVYIMoDERATEI 11 I NONE I ' DECK AND COVERED PORCH NOTES: t), Unless otherwise noted, all flaming material to be #1 ACQ pressure treated lumber· All fasteners, hangers and anchors to be galvinized or stainless steel joists to be bolted or anchored to each post or pier wgh washers and nuts· on concrete piers shall be anchored with proper steel connectors anchored anchor bolt with washers and nuts. Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete · Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall se 3 ft. below grade. Deck joists to have blocking at B'0 D.C.. , Flashing shall be installed between the building and ledger. Lappmg up the sheathing over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o,c, · Concrete piers shall be a minimum 6" above grade. All joists to be supported with hangers and anchors. Each Joist shall also be anchored ~o girder(s), · Covered Roofs shall be assembled and anchored the same manner as a typical building. , Use simpson hangers and anchors with Z-MAX tripple protective coating or equal r any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES AS PER TABLE 3.8 STRUCTURAL PANEL Bd WFCM- BBC _ ROOF FRAMING. NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL 4-Bd COMMON RAFTER CEILING JOIST 8'WALL: 3-Bd COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAILQTY. I SPACINGNAIL NOTES TOP PLATE TO 2 - t 6d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO ! - 16d COMMON 24" FACE STUD D.C. NAIL 16" D.C. FACE HEADER TO 16d COMMON ALONG EDGES NAIL HEADER TOP OR BOttOM 2 - IBd COMMON PER 2x4 STUD END PLATE TO STUD 3 - 1Bd COMMON PER 2x8 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING .)ECK FRAMING: NAiL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE ~ILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - Bd COMMON EACH TOE TC JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3- iBd COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGER STRIP 3- IBd COMMON JOIST NAIL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NA[L _ PER BANDJOISTTo JOIST 3'16d COMMON JOIST TO: 2-16d COMMOh FOOT~,~ I A-15 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LJSE THE FOLLOLtJINC~ OR: APPF~O"/ED UCP I'IETAL CONNECTOP.6 FOR Pf~OPER UJIND f~ESISTANT CONST~LJCTION. FOLLOUJ t"1ANUFACTUF-~E'5 F=-ECOMhlENDED rNSTALLATION tNCT~L~CTION5 TO ACHIEVE I"IAxIPIUPI UPLIFT LOAD CAPACITY. DIA. MAXIMUM _- GROUND WIND SEISMIC FROST WINTER ICESHIELD , ~ LEDGER SNOW SPEED DESIGN NEATHERINE LINE TERMITE DECAY DESIGI UNDERLAYMEN? FLOOD RIDGE__ ~<~ HEADER LOAD (MPH) CATEGORY DEPTF TEMP. REQUIRED HAZARDS ~ ~-- 45LBS. 120 B SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE 1t NONE , ~ RAFTER-TO-LEDGER CONNECTION I LEDGERTO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS L~16"OC WiTH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION AppI TGAT[ON LOCATION IUBP NUMBER DESCRIPTION APPLICATION 1). Uilless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. R, ILIN LOCATiON USP NUMBER DESCRIPTION APPLICATION 2xC-2xB LS26 lSga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGE; LSTA12 1-1/4"x12" 2Dca, STRAF APPLY TO EACH JACK STUD ~,rl fasteners, hangem and anchors to be galvin/zed or stainless steel. MINIMUM ~). Posts supporting girders shall be anchored to a minimum 24"x24"xl2" thick concrete RAFTER TO PLATE/STUD CONNECTION "~. / for any contact with ACQ. O HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION JSP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION ~AFTER/PLATE RTl5 T/DOWN ANCHOR CONNECT EACH . EONNECTTO RAFTERTO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CRO~B SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL! SPTH4 ='~hlD PLATE ANCHOR PLATES TO EACH STUD ROOF S H LATH IN G: EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES z 4" DIA. MAXIMUM ~ GIRDER/HEADER- : ~, ROOF FRAMING: CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ' ~ GIRDER/HEADER I PARALLEL RAFTER WFCM - BBC LAP NAIL r",l OVER PARTITION WFCM- BBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION I COLLAR TIE AS PER TABLE 3,4 EACH FACE I~ECi<,/POF~CH t~AILIN~ SPLICED JOISTS OVER HEADER/GIRDER I BLOCKING 2-BdCOMMON LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN ~BB66 ! PBBE66 / KC6( POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/H EADER CONNECTION TO RAFTER END NAIL JOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH ]OIST HOLLOW COLUMN SIMPSON STRR1/2 H.C, ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTSToRIMRAFTERBOARD 2 - lsd COMMON EACHEND NAILEND -- __ ~ ' .~ .... ' ~ :~." ~ HEADERHEADERTO fed COMMON ALONG EDGES NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x , FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALLJOIBTS CONNECTED TO A FLUSH HEADERTO BEBUPPORTED WITH HEADER/GIRDER-TO-POST CONNECTION END JOISTORBLOCKING (" -~ DECK FRAMING: L CONCRETE FOOT,NC ...... ' TOSEAM LAGBOLTS ~ ~ HOLLOW COLUMN UPLIFT 8ANDJOISTTO' !-16dCOMMON FOOTlir~e-~t~{IJl~=~l~ ii, SCALE BIMPSONSTRONGTIEMODELSTRR[/2 DECK POST FTC. CONNECTION SILL OR TOP PLATE RIM JOIST / BO, SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS J J ~'*~l~]~ , ~[ ,7OB *~, DECK/PORCH LEDGER CONNECTION USE wrrH RTl0 T/DOWN ANCHORS i 4X4 POST: ,AU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING -Z]~.~..~;~:<~ .~,~ ~ Al6 JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST S' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-Bd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TiE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO 2 - f 6d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - fed COMMON EA. SIDE NAIL STUD TO ~ - 16d COMMOf 24" FACE STUD C.C. NAIL 16" C.C. FACE HEADERHEADERTO 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 18d COMMON PER 2x4 STUD END PLATE TO STUD 3- 16d COMMON PER 2x8 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDEF JOIST NAIL SRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE ~- 16d COMMON SLEEK NAIL LEDGER STRIP EACH FACE TO BEAM )- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3- Bd COMMON JOIST BANDTo JOIsTJOIST ~- 16d COMMON JOIST BAND JOISTTO' I- 16d COMMON FOOT SILL OR TOP PLATE N GENEF L NOTE5 It CONSTRUCTION NOTES: ) The Information within this set of construction documents is related to basic design ntent and framing details. They are intended as a construction aid, not a subs ~ u e 'or generally accepted good building practice and compliance with current New York State building cedes. The General Contractor is responsible for providing standard :onstruction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed producL 2). The Genera Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if In variance with the plan. 3). Dimensions shall take precedent over scaled drawings· (DO NOT SCALE DRAWINGS). 4 The designer has not been engaged for construction supervision and assumes no respons b ty for construct on coordinating with these plans, nor respens b ty far consbuction means, methods, techniques, sequences, er procedures, or for safety precautions and programs in ccnnectfan with the work. There are no warranties for a specific use expressed or implied in the use of these plans· 5), Refer to the Window and Door schedule for exterior openings. 6). The Genera~ Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specitic~Uons and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items WIND FRAMING NOTES ti. RI.D. GE-TO-RAFTER ASSEMBLY: 1-114 x 20 gauge strap shaft be attached to each palir of rafters in accordance to table 3·4· ~hen a collar tie is used in leu cf a ridge strap, the number of t Od common nails required ~n each end of the collar tie need not exceed the tabulated number of gd nails in the strap· 2. RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wa connec ions for rafter', ceiling or truss to top plate shall be in accordance to table 3,3. When a rafter or truss do net fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the budding shall be connected with uplift connections in accordance with table 3.3c. 3 WALL-TO-WALL ASS EMELY: Wall studs above and studs be ow a floor level shall be attached with uplift connect ens n accordance with table 3.3b. When wall studs above ~do not fall in line with studs below, the studs shall be abashed to a common member in the~ floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum emb~edment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry~ block foundations, or tapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used wi]th the anchor bolts, Anchor bolt spacing is to be spaced and sized in accordance to gable 3.2a. In addition to spacing, anchor botts are to be spaced between 6-12 inches 1flora the end of a sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIOh~iS: Type I exterior shear walls with a minimum of 7/16 imch wood structural panel on the extedor attached with 8d common nails at 6" c.c. at the pan,el edges and 12" C.c. m the field, and I 2 Ich gypsum wallboard on the lienor aftached v, vgh 5d cooler nods at 7 c.c. at pa e edges and 10" c.c. in the field shall be in accordanc(e with the length requirements specified such as bookcases, shelvfflg, pantry, closets, this, etc. in table 3.15a-b gl. Wind Icad requirements shall be taken into account during construction. S. TYPE EXTERIOR SHEARWALL CONNECTIGINS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the raquiremelnts ef table 3-1Sa-b times the appropriate 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.~ 6. determine Intended heights of finished floor{s) above typical grade· 7. INTERIOR 8HEARWALL CONNECTIONS: A ewable sidewall lengths provided in table 3.t4 shzfi be permitted to be increased when 2), All footings to rest on undisturbed (virgin) soli interior shearwalls are used· Sheathing and connections shall be in accordance with 3). Provide 1/2" expansion joint material between concrete slabs and abuftmg 2,4.4.2 and 2.2·4 respectively. concrete or masonry walls occudng in exterior or unheated intoner areas, 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance 4). Any new concrete walls bemg attached ta existing concrete structure shall with table 3,5. Window sill plates shall be have steell connectors in accordance with table be installed with ~4 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 3.5. 5. Unless otherwise noted, all slabs on grade to be 2500 p.sJ., Concrete to be 0) CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs t.o, be minimum 3-1/2 inch thick. AIl fill fa be compacted to 95% rela0ve density with IWhere a dge is to be used as a structural beam, t~e rafters shaN eRher be notched and 6' maximum lifts (layers). anchored on op of the beam or slope connectors shall be attached to each rafter-th-ridge ¢ong the open ceiling part of the building. Connections to the ridge and wall shall be be 7). Crawl spaces to be provided with a minimum ~ 8"x24" access opening. Install one ~he above requirements. 7x16 cast iron foundation vent for every 150 sq. ft. of area. T) Dampproof exterior of foundaUon wlth bituminous coating as per section R40B of DECK AND COVERED PORCH NOTES: q.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied ever ti. Unless otherwise noted all framing material to be #1 ACQ pressure treated lumber. :he below grade portion of exterior walls prior to beck'filling. All fasteners, hangers and anchors to be galvfflized or stainless steak ]). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post ~vith washers and nuts. Girders on concrete piers shall be anchored with prloper steel connectors anchored FRAMING NOTES into concrete with a mfflimum t/2" die x 7" long another bolt wfifi washers and nufa. I . All framing techniques and methods as prescriptive design of t 995 SBC High Wind Edition Weed Framing Construct on Manual. 2). Unless otherwise noted, all flaming and structural wood material to be #2 + BTR. Doug as Fir. '°~erwisel3)l~Fl°°rs'' walffl, ceilings and rafters to be spaced at 16 Fnches c.c. unless noted 4) Uffless otherwise noted, all bearing wall headers to be (2 2x10 #2 + BTR. Doug. Fir. Bearing wall headers o have (2) jack studs and (2) full length studs on each aide of all )enlngs. LVL headers to have (3) jack studs and (2) ful~ length studs on each side of )enings. Bearing waft window sills shall also have (2) window sill pffltes for 2x4 wall )enings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'g. Provide fire blocking where applicable. i. All flush beams/headers to be installed wdh heavy duty gaivlnized hangers and mchors where applicable to a connec lng joists. 6 Double up fioer etsfaunderwalfflthatrunparalleltothefloorjoistandunderbathtubs. Floors to have ceramic t e ns a ed shall be verified for proper Icad capac ty un ess noted on plans· 7). Provide 2 - t-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings uMess otherwise noted (typical). B Dormers running up reef rafters are to be supported bY double rafters on either side where applicable un ess otherwise noted. 9). Provide blockmg/bddging In floor jofflts at B'0 o,c.. Use solid blocking in floor joists under all bearing walls, 10). Provide Insulation baffles at save vents between rafters, install draft blocking as needed. I t ). Unless otherwise noted, all roofs and wells to have a minimum 1/2" thick, 4-ply Fir 3DX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick TAG PTS Fir or Advantech Cywood subfloor adhered with PL400 adhesive and screwed to fleer joists. Finished floor to be installed ~ver subfloor as per manufacture's instructions· All bathroom walls to have 112" thick moisture-resfatant sheetrock. Garage wails and ~ and over furnace to have 5lB" thick type-x sheetrock. All other parts of building :o have regurar 1/2" sheetrock· All walls to be taped and finished. t4). All roof with a pitch tess than 4.12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM lorch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Slit plates to be installed with a foam sill gasket and cop-r-lex termite shield or approved equal· 3). Posts supporting girders shall be anchored to a '12"xt 2"xl 2" thick concrete footing. Use a minimum 1/2" die x 7" long anchor bolt with v~vashers and t~uts. Footings Shall be 3 ft. below grade, Porches with covered roofs shall harm 12" die, concrete piers for the girders, · Deck joists to have blocking at 8'0 o.c,. . A minimum of 10 inch flashing shall be [nsfatled be~een the building and ledger. ~dger to be fastened to building with 1t2" dia. bolla with washers and nuts where needed. · Concrete piers shall de a mimmum 6" above grande. · All joists to be supported with hangers and anch~ors. Each Joist shall afflo be anchored to girder(s). ,. Covered Roofs shall be assembled and anchored Ihe same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Et~gineer for Suffolk County Health Department approval. 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify wgh the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES t ). Mechanical subcontractor is responsible for adhearing to ali applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. ~). HVAC subcontractor to provide final system lay(out drawing and submit It to the General ~ontracfar and owner for final review and approval, ELECTRICAL NOTES: . All electrical to be installed as per N.Y.S. Residential Construction Code. · All electrical work shall be approved by a qualified Underwriter . install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 t N.Y.S. Residential Construction Code NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. ;PACING RAFTERTO ~'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST S'WALL: 3-ad COMMON EACH TOE-NAIL TO TOP PLATE lO' WALL: 4-ad COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ~ARALLEL RAFTER WFCM - SaC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAiL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 1Bd COMMON EACH END TO RAFTER END NAiL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP pLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: I TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2- 16d COMMON 24" FACE STUD O.O, NAIL 16" C.C. FACE HEADERTO 15d COMMON ALONG EDGES NAiL HEADER TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUB NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOISt' 2 - 16d COMMON FOOT SEE NOTE: t,2 END JOIST OR BLOCKING PLAN CONTENTS: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS FLOOR FRAMING: ] LOAD [,MPH)ICATEGORYI IDEPTH/ I I TEMP. I REOU,RED JOINT [ E 3CRIPTION 45 LBS. 120 $ SEVERE 3 FT. TO HEAVY MODERATE 1t NONE SlLL, TOPF_,,TEORGIRDE ROOFSHEATHING REQUIREMENTS FOR WIND LOADS: S~ t )GINS NAIL SPACING NAIL SPACING AT INTERMEDIATE T ) JOIST 2-I SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD , BL .' 3KING 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" C.C. T ) JOIST 2 - I BLO ~ ;lNG TO: INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" C.C. SEN% SILLO~[ FOPPLATE 3-1 .'ABLEENDWALLRAKEANDRAKETRUSS gdCOMMON~4"O.C 8dCOMMON@4"O.C. I LED, 71 R STRIP T ) BEAM 3't NOTES T )BEAM 3 - I THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. T ) JOIST 13- 1 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BANI I IOIST TO: ; the 4 foot perimeter edge zone attachments required shall be used· SILL O t FOP PLATE i2 - 1 2. Tabu[ated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0A9, Re O F S H EAT H I N G: For framing members with <0.42<6<0.49, the nail spacing shall be reduced to 6 inches o,c. NAIL NAIL NOTES JOINT DESCRIPTION QTY. ;PACING JOIST TO: 4 - Sd COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - gd COMMON EACH TOE TO JO~ST END NAIL BLOCKING g - Bd COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3 - ~ 6d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP EACH FACE TO BEAM 3- lcd COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Sd COMMON JOIST NAIL BAND JOIST ~- 16d COMMON PER END TO JOIST JOIST NAIL PER TOE NAIL BAND JOIST TO: 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" C.C. SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C 8d COMMON @ 4" C.C. SEE NOTES: 1,3 JOINT DESCRIPTION I~A~IL S pNA~i~ G 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter / truss flaming members with 6>8.49. For EI-''Sd AS PER TABLE 3 8 framing members with 0.42<G<D.49, the nail spacing shall be reduced to 3 inches o.c. STRUCTURAL PAN L WFCM SaC ' WALL SHEATHING REQUIIREMENTS FOR WIND LOADS: CEILING SHEATHING: JOINT DESCRIPTION QTY. . SPACING GYPSUM 5d COOLERS 7. O.C. EDGE WALLBOARD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SaC 7/16" OSB 6d COMMON 3" C.C. EDGE PLY~NOOD 6" C.C. FIELD GYPSUM d COOLERS 7" O.C. EDGE WALLBOARD t{]" O C. FIELD FLOOR SHEATHING: I JOINT DESCRIPTION NAIL NAIL QTY. SPACING E" O,C, EDGE S~S -~ COMMON 12" C.C. FIELD 1" OR LESS NOTES: THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If waU sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. HEATHING LOCATION 4'EDGEZONE INTERIOR ZONE NAIL SPACING NAIL SPACING AT INTERMEDIATE EE NOTES: 1, 3 ( BOTH FIELDS) AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Bd COMMON @ 6~ O,C. 8d COMMON @ 12" C.C. 8d COMMON @ 6" C.C. 8d COMMON @ 12 O.C· N CT E: ~ ~) ~ ~)TA~I:E3L Fl E L DI NOTES THESE NOTES ARE ONLY TO BE REFERRED T~O IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For flaming members with 0,42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5tg" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. REVISIONS, m m A-17 --- ~, WEST ELEVATION S~LE: 1/4" = 1'-0" Z ,,. '.: ',' '..''. ,..'..: ..:.',: '...: ". :,. ".: ' :,~ :',..:.:' I I:',' ,::.' .,':': :,: JIl', ,'11'~:': SOUTH ELEVATION_ S~LE: 1/4" = 1'-0" , , z .... 'z - :~:~-~ .... ~'L 7~ ' ~ %- EAST ELEVATION S~LE: 1/4" = 1'-0" ........ -- _~ ~ ~ _'_ ~~x ..... ~~~_ NORTH ELEVATION SCALE: 1/4" 1'-0" NEW BASEMENT NOTE: TOP OF SLAB TO BO~OH OF ....... ML FL HBR- ........ ~ WALL ABOVE ......... 0 I ~EXISTING BASEMENT 7'-0" WALL NT (2) 7-1/+ ML SISTE,R. ED LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIHBENLOK® TO~B~IDE (DF EXISTING GIRDEB NFFOBE ,WITH {2) ~/S" D~ T~BOUGR SOLTS W~ WASHERS ~'1 NUTS ON WALL (BOTH SIDES) FURNACE f ; EX, WALLS TO BE REMOVED SPACE EX. CI SPACE DIRT F -i F' (S) 2XS GIRDER FORMER GARAGE NEW CRAWL SPACE · NEW ·FOUNDATION, DECKING WEATHER RESISTIVE BARRIER -- (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) WALL SHEATHING ~ACE VYCOR PLUS PRO1ECT NORTH FOUNDATION PLAN SCALE: 1/4," = 1'-0' WALL LEGEND F GARAGE GRACE VYCOR®-- DECK PROTECTOR LEDGER BOARD GRACE VYCOR DECK PROTECTOR SELF-ADHERED FLASHIN~ HEW , OUT W REVISIONS. I m FOUNDATION INSULATION 3~-2" ?'-2" (ABOVE) 'J MA~TER BATH INSTALL_ FLOOR TEMPERED TW26~2 O_PROJECT NORTH 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' TOTAL LIVING SPACE: 2507.g SQ. FT, > (EXISTING: 1306,+, NEW:1201,4) TOTAL GARAGE SPACE: 73M SQ. FT. (EXISTING: +'~.3 - CONVERT TO LVG. SP,) DECKS / PORCHES: 118q SQ. FT. )BENCH) DECK -/i , (WOOD) CN235 LR D D' L~VING ROOM :ICon ,' ] , - -~---' ...... ._?L---'_'~_L "- '-- 11 -- N- - ] j %1~-~ -- LOgiC BTd~- T: ...... ~,'*~.)?---I- ................... _- ,]]]..]]]]]]~ ._ I ~ (~LE) )WOOD) ~'~2' (TILE) tDER RM. )TILE) PORCH DETAIL AT EXISTING EXTERIOR WALLS SCALE: 1": 1'-0" W REVISIONS, m R 0 ,am' r ~ {TYP) / ' ~ / ~ ' ~ ~ (PICT, WDW, HT AD~L T TO MATCH ~RILLES) (PICT. WDW, HT AD~L , ; F ~ , ~ ................. m ............... m ............... ~ %6~L ...................................................... ,l_[~~2~ ~.:'~~ ~o o · ,. ,~ ,, ~:~,~ ~ , , , Z l ZOl-OWl :o'-ow' 'I u-¢ u-¢~ ,, u-o" , LIVING SPACE: 1337.3 SQ. FT.) ,~,,..,.~,~,..~o.~o~.~,~,-,.,,,.,,~.~o~. DECKS: 106.2 SQ. FT. ~ '8) ALL~ALLSANDCE'LZN6STOBEPROVZBED~'THSZ'"SHE[T"061~ 1 I) INSTALL SMOKE DETECTORS, AS S~O~N EXACT LOCATIONS TO BE I , VERIFIED IN FIELD I~STALL (MIN) (1) Co OETECTOR IN ADDITION ' A5 I DECK ' ' ' ~ ~ ~ . ', SPAYED ',J .... ~ m :, CEDAR SIDI ~ , - 2X4 F Z ,, ,, ~ , ,, ~ ~~ ~ ' I '" CUPOLA SECTION F~UA SUB _.~ (21 2X10 TRIMME8 (21 2XlO TRIMMER SPLAY ROOF DETAIL SOFFIT DETAIL ,, ,, o ,, I= ~ '~, ~ LEN~ SLOPE I SLOPE NOR HORE THAN 3/g. REFER TO SHXNGLE TABLE FOR HAXIHUH ~XPOSURE. , I ~ ~ I CHIMNEY FLASHING, WHERE APPLICABLE, SHALL~NDUPTHECH~HNEYTORHE~GHT 3), APPLY METAL DRIP EDGE OF ANY UNDER~y ALONG RAKE EDGES AND ~'m ~ ~ A-6 ~ REVISIONS; · ~"" ""' ~i~__~ · % ::: ~c:'~: : :z} ~11: ::£!}:2::~:: } z:~' .:: :zc_..!~{f':Z~ : . ~ :. :: ' :~i . ~ L I ,LI ' i , [ J~ I~ I- _Lc; ~C[ ~ .i','. , I_.,l ~ I , !~ ~-- X III IIIIIIIlll .:1 t l , I, ,, , I, , ~ I , Fx I'-- IIIIIIlll , I,, ,n, ,/~ , , I I ,I J ,,., .,,,1[ ,ITL, II ~,~ ~lllliNkl~ ~ ','," ~,~ ,r r, T r~rrc i'l~ I ,,i-,,- i r ·I ~, / WEST ELEVATION SCALE: 1/4"= 1,_0,, Z '~i::i :i ZiF?!}-~::i. ;:: / .. ~: I~ ~ ~ ~] ~ ~ '-", 0.2 t"- ',:: ,l~n , , , , I, ,' ', ': " ' q" IIIIIIIIIIlIMIIIIIII · , , .... · , -"1 r ~ [ II II II II II II I lllll III IIIIIIII ..,,~,~' -~ ,~-, --:" - - '"""'""--"'"'"" ' .~, SOUTH ELEVATION SCALE: 1/4" = luO" PERMIT AMENDMENT APPLICATION A-' , , C) Z EAST ELEVATION SCALE: 1/4": 1'-0" Z O / NORTH ELEVATION SCALE: 1/4" = 1'-0" P E R M IT AM E N D M E N T APPLICATION A-2 MASON TO VERIFY SIZE Of STAIR WELL DRAIN TO BE CONNECTED TO DRYWELL . TOPiOF,STAIRS' . ON oAADE' (2) 2X8 ACC GIRDER (3) 2XS ACQ GIRDER PIERS (2) 2X§ ACQ GIRDER (2) 2X§ ACQ GIRDER 12" DIA. CONC. PIER w) 2®'X24"X12" CONC. FTC. 0'-2" 7'-2" 11'-6" FOUNDATION VENT I EXISTING I _- GBNDATIGN BUTCH WALL (NEW FOUNDATION I'LOWE~THANEX.) NEW BASEMENT NOTE: TOP OF SLAB TO BDT-OM OF FLOOR JOISTS = ®-g 1/2" AND BLOCK UP EXISTING STAIRS TO BE 1(2) 1-~/4X7-1/4 I ML BL HDR , ....... · ML FL, HDRi J I NEVMBEARING I (2) 7-1/4 ML SISTERED NEXT TO UNDER SEARING WALL EXISTING 2X0 FJ ~16"OC - UNDER BEARING WALL ABOVE - EXISTING BASEMENT 7'-0" WALL HT. EXISTING SEPTIC AND SERVICE CONNECTIONS TO BE REWORKED. EXrSTING ELECTRIC SERVICE TO BE SEPTIC UPGRADED TO 300 a~mp (EXISTING) (3) 2X8 ACQ GIRDER NEW · FOUNDATION · (3) 2X8 ACC GIRDER (3) 2X8 ACC GIRDER (3) 2X8 GIRDER 24"X24"XI 2" CONC. FTG. ALL STRUCTURAL DECK JOISTS, DECKING, POSTS AND RAILINGS TO BEUNTRBATED WOOD MATERIAL PER ZONING BOARD OF APPROVALS RAWL SPACE REMOVED AND REBUILT EX. WALLS TO BE REMOVED O LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING (2 SCREWS @ 32" O,C,) NEW - SPACE IF LOCATION VARIES, INSTALL pIER SUPPORT SAME AS Opp SIDE FOOTING DEPTH TO EXISING C 3 FLOOR EX. YL SPAGE (1) ~18" DJA THI~OUGH BOLTS WI,~VASHERS ~ NUTS EXISTING COLUMNS TO REMAIN INSTALL 2X6 STUD WALL w/5/0" TYPE-X SHEETROCK ON WALL (BOTH SIDES) AND CEILING. ADD MILDEWCIDE PREVENTIVE INTO PRIMER t TO SE 45 MINUTE HINGES LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING I I REMOVE EXISTING OPENING AND BLOCK UP PIERS FLUSH~) HEARTH~ FURNACE EX, FOUNDATION FORFIREPLACE 8"X16" CONC BLK, PIER ON UNDISTURBED SOIL (M[N, 3' BELOW GRADE) EXISTING 14"X14" CONCRETE PIER (MIN. 3' BELOW GRADE) (3) 2X8 GIRDER LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBBRLOK® SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING (2 SCREWS ~ 32" O C.) FOUNDATION FOR NEW FIREPLACe' ~ I FIRPLACE WALL AND FOUNOATIONQI TO TIE INTO EXISTING w/ #5 REBAR ~ S" CC (TYP) t -F~ (2! 1-3/.4X7-1/4.ML GI.__R_DE R j EXCAVATE TO FOOTING FORMER GARAGE 36X24 ACCESS OPENING CLOSE OFF CUTOUTS FOR INSTALL ACCESS OPENING NEW CRAWL SPACE CLEAN OUT NEW DECKIN~ PRO1ECT NORTH ~EATNER, f~ESlSTIYE LOCAL !~UILDIN~ COPE FO~ ~EQUI~E~ENTS) ·ALL ~HE~TNIN~ ~ACE V~C~ FOUNDATION PLAN SCALE: 1/4" = 1'-0' WALL LEGEND I WALL TO BE REMOVED EXISTING WALL NEW WALL 1 ). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi HEIGHT AT 7'-0" (MATCH EXISTING). EXTERIOR OF FOUNDATIONS ARE TO BE BAMPPROOFEB AS PER SECTION R406 OF N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMdM 3a0o# CAPACITY). 3). FOUNDATION SLAB TO BE 4" THrCK. 30o0psi CONCRETE ON COMPACTED FILL. INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. COLUMNS MUST ALSO BE BLOCKED OUT AND iSOLATED FROM THE REST OF THE SLAB. THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SD THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. 4) CRAWL SPACE SLABS TO BE 2" THICK (TYPICAL) 5). PROVIDE 2X8 ACC SILL PLATES UNLESS OTHERWISE NOTED· SILL PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 6). PROVIDE ~!E' DIA ANCHOR BOLTS AT 3'-0" O.C. AND w/I 1'-0" OF CORNERS. INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 7" IMBEBMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 7).DOOR AND WINDOW OPENINGS ARE TO BE BOXED IN WITH 2X ACC. VERIFY OPENING SIZES WITH G.C. PRIOR TO BUILDING FORMS PROVIDE AREA WELL AT EACH WINDOW OPENING (INCLUDING EXISTING). 8). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT S'-0" CO. AND MIBSPAN. GARAGE DEC"< P~OTECTOI~, -- LED~Ef~ ~,OA~ID DECK PROTECTOf~ 5ELF-AD'HE. ED FLASNrNdl NEWDECK PIERS UJ qlMUM cc ~ uJ I° O REVISIONS: Z O z < 0 DRAWN: MH / MS SCALE. 1/4"=1'-0" JOB ¢. December 11.2~08 SHEET NUMBER. GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING AND HVAO PRIOR TO INSULATINB AND SHEETROCNING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPEDTEB TO VERIFY ALL WORK, i FWHC0611APLR (3)9-1/2 ML HDR 3'-7" 3L7'' 5'-5%" 4L0Y." 16LGW' :, PROVIDE SOLID BLOCKING UNDER WALL ABOVE , (2} 1-3/4X14 ML FL, HDR. (ABOVE) (3.) 1-3/4X -- M4,STER BEDROOM 21' × ICJ' WALK-IN CLOSET 2L6,, FLOOR 17L3V2' (BENCH) VIDE D-DORE DOOR DOOR SWEEP DECK 4 MAHOGANY DECKING 2NB FLOOR (ABOVE) LU ' , ~ITC;NEN ABOVE~~ ~/~OOD 3X3X PARALLAM - 'POST ~BOVE DECK OUTLINE (ABOVE) (DECK ABOVE) ~--R--~- --LOW/BAR- (2) 1-3/4X7-1/4 ~ ' ML FL, HEADER , , LIVING ROOM T LOCATION iN FIELD TUBESTEE~ COLUMN TUBE SI'E ABOVE J [ (3) 1-3/4X9-112 ML HDR, 11'-0¼" (TILE) LIVING ROOM TO HAVE RADIANT HEAT (TILE) TEMPERED TW2642 TW2642 TW2642 CR236 LR CN235 LR HB&G 14X14 F,G, COLUMN ENTRY DOOR w/S,L,s COVERED PORCH 514X4 MAHOGANY DECKING 4L0%'' 9'-8%" ,Ir B'-B¼" J, 11'-0%" ,Ir 7'-1" BENCH (TILE) SHED ......... (2) t-314X14 ML w/1 STL, FL. PL',T~FL. HEADER ~ ,~ ' - (ALTERNATIVEi WI 2X30 STEEb,BEAM) / BUILD WALL TO RIDGE ~ P"O'ECT NORTH 'ST FLOOR ~NSC ~ '/~'='-0.' UPTOMATOHNEWPLATEHEJGHT, ~ '- , ~~ '' ~~L~RPIT~j (EXISTING: 1 306.4, NEW: 1201.4) OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS TOTAL GARAGE SPACE: 739 SQ. FT. BTEEL POST (SEE FLOOR PLAN), POSTS TO BE SECURELY FASTENED IN ~ ~ J CATHEDRAL (EXISTING: 448.3 - CONVERT TO LVG. SP.) FLUSH HEADER TO BE SUPPORTED WITH 2 0a PARALLAMS UNLESS OTHER- ~ISTING EXTERIOR DECKS / PORCH ES: 1189 SQ. FT. 6) ALL E~ERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE J · ALL5 TO ~EMAIN APPLICABLE, PROVIDE DEBRFPROTECTION PANELS WITH FASTENING (')[~ ) fl),INSULATEALLEXTERIORANDINTERIORWALLS, 2XCWALLSATR19 I , JJ ~; IDET,41L EXISTIN EXTEf IOf LU,4LL,5 SC. ALE: I" = ILO" 45 MINUTE FIRE-RATED DOOR w/S.C, HINGES & STEEL JAMB 2 1-3/4X14 ML FL. HEADER~/-L~ 11 ), ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROOK, Il BATHROOMSANDLAUNDRYROOMTOHAVEMO[STURE-RESISTANT j,, ! -:-% ir - SHEETROCK, GARAGE TO HAVE TYPE-X FIRE-RATED SHEETROCK, , I : FLOOR PITCH REVISIONS: I DRAWN: MH I MS SCALE: 1/4"= 1'-0" JOB #' December 11,2008 SHEET NUMBER: A-4 REVISIONS: PROVIDE ~CUPPERE [~ '~/ DE :K BECKS // ~ -- ~ P~ }VIDE ~CUPPERS IN >~4D0 SERIES RECT. FLEXIFRAME~ ~ I: : 24" PRO.CT WALL INTERSECTIONS, ~ /// / 5/4X4 A AHOGANY % ~ : : 5 8"0 PLT. HT. 5 5 HEIGHT ~ ~ , ' / ~ ~ ' OPENING ACCDRDINGLY R~EW ~ ~2852 , ~H31511 AA~~, ~2852 / ~ / ORDERiNG]i] ~ I / ,~ -~ ~,~, ~. ~ ~,.~ ~ ',~,-o,, ~,~,~, ~,.~, ~ , , -- 0 SCALE: 1/4" = 1'-0' ~) ~EEFLOORP~NFDR~UDMULLS ' II DECKS: 106 2 SQ FT ": ~ >'""' '"' ' VEAIFiED IN FIELD, INSTALL (MIN,) (I) Co D~EETOR IN ADDtTION ' I PERMIT AMENDMENT December 11,20 8 ~ DECK ' ' ,~..I 1% SPLAYED ,, ,1 I, ~ AMENDMENT % \ / : ROOF , ~ .... , , ~ , ........ ~ ,,~ ~ ~,¢ / , , ', ~k ~ ~2 ,, % ~ k% .~ ,,/ , , . , ~ ~ o I ' 1-34X 4MLRIDGE ~ROVIDEMIN.".gso FT. VENTING ' ' %'~ /¢ '; l'3/4X14MLRIDGE - ¢ LI , 4~ ~ '1 ~'~ ~e P '- ~ ~ ' ' / ] ,~ ; q%~ : , [ X ~ - -- [ .'/ ~ ,' , ,, ~ .... / ....... - ..... ,I ' '"' " ', ' .............................................. ~' / ....... 1-- ' , ,, / ~ ...... , ' X ', / '- ..... , , ~ ,, ~_ ~ ,, ~ ~ ~ : :: .... ~ ........ :, , / / , %~ 7--~, ~ ...... ~ ~ ~ ,, -- ' , ,' ,'" CUPOL~ SECTION . TOSISTERTO NXR~N ~ , ' ,, ~ % % OR CUT DOWN TO GO OVER , ._ - ,_ ' 2XBDF82RAFTERS . 18"OVERHANG"i ....... :': $C~LE: 1/2" :10" ..... ~,~N 3/ ,, ., l! ~ :1 cu~o,, ,, .... __~ ......... ~~-=~ ..... , SPLAY ROOF DETAIL SOFFIT DETAIL ~r ~ .... , ,, , ,, , , ~ e SCALE: 3/4 : 1 -0 SCALE: 3/4 = 1 -0 ,, ,~ ~ ,, ~ ,,, ~ ~ ,', ~AX~UM WEATHER EXPOSURE BUTTSOFSHNGLES NTHEFRSTCOURSEONROOFSSHALLPROJEOTI-t/2'FROMTHE I).INSTALL2XSDF¢2COLLARTIESAT48 O.C. UNLESS OTH5RWlSE NOTED. , , ~¢ , ', SHINGLE 3;~2TO4.~2 4:~2ANDG~ATER , ' ~ ~, , I ' ,, - ~ [ NORTH SCALE: 1/4" = 1'-0' DRAWN: MH/MS PERMIT AMENDMENT