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HomeMy WebLinkAbout42855-Z ��®�SUFF�t'fCOGy Town of Southold 9/25/2018 0 A P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39919 Date: 9/25/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 215 Colony Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-60.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/11/2018 pursuant to which Building Permit No. 42855 dated 7/11/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A SCREENED PORCH, COVERED FRONT ENTRY, REAR DECKS AND SECOND FLOOR OPEN AND COVERED BALCONIES AS APPLIED FOR The certificate is issued to Yaxa,Dean&Louise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42855 07-24-2018 PLUMBERS CERTIFICATION DATED 07-02-2018 7 Walt arczewski ut o ' e Signature ,.� TOWN OF SOUTHOLD �o�SUfFOj�CpG. BUILDING DEPARTMENT x TOWN CLERK'S OFFICE 2P • '' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42855 Date: 7/11/2018 Permission is hereby granted to: Yaxa, Dean 215 Colony Rd Southold, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.Replaces BP# 39057 At premises located at: 215 Colony Rd., Greenport SCTM #473889 Sec/Block/Lot# 52.-5-60.2 Pursuant to application dated 7/11/2018 and approved by the Building Inspector. To expire on 1/10/2020. Fees: PERMIT RENEWAL $880.00 Total: $880.00 Building Inspector O�g11FFatTOWN OF SOUTHOLD BUILDING DEPARTMENT 151 TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39057 Date: 7/28/2014 Permission is hereby granted to: Yaxa, Dean &Yaxa, Louise 215 Colony Rd Southold, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.Replaces BP# 36826 At premises located at: 215 Colony Rd SCTM # 473889 Sec/Block/Lot# 52.-5-60.2 Pursuant to application dated 7/28/2014 and approved by the Building Inspector. To expire on 1/27/2016. Fees: PERMIT RENEWAL $880.00 Total: $880.00 a Building Inspector o�suc�co TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE c . SOUTHOLD, NY ? p!F BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36826 Date: 11/21/2011 Permission is hereby granted to: DEAN J. & LOUISE YAXA 215 COLONY ROAD SOUTHOLD, N.Y. 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. # 34125 At premises located at: 215 COLONY RD SOUTHOLD, N.Y. 11971 SCTM #473889 Sec/Block/Lot# 52.-5-60.2 Pursuant to application dated' 8/29/2008 and approved by the Building Inspector. To expire on 2/21/2013. Fees: PERMIT RENEWAL $880.00 Total: $880.00 Building Inspector 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. 34125 Z Date AUGUST 29, 2008 Permission is hereby granted to: DEAN J & WF YAXA 8 FERN PLACE GREENLAWN,NY 11740 for AD TIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 215 COLONY RD GREENPORT County Tax Map No. 473889 Section 052 Block 0005 Lot No. 060 . 002 -pursuant to application dated AUGUST 29, 2008 and approved by the Building Inspector to expire on FEBRUA1Z-3---Z9`;'�2A 0 . t t Fee $ 1, 760 . 00 c uth i d Si`g,�ture V COPY Rev. 5/8/02 *pF SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q �. • �o roger Southold,NY 11971-0959 .richert(a-)-town.southold.ny.us �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dean Yaxa Address: 215 Colony Road city,Greenport st: New York zip: 11944 Building Permit#: 42855 Section. 52 Block: 5 Lot: 60.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph 300A Heat OIL Duplec Recpt 57 Ceiling Fixtures 26 HID Fixtures Service 3 ph Hot Water OIL GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors 4. Main Panel 2-150 A/C Condenser 2 Single Recpt 1 Recessed Fixtures 42 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture 7 Pumps Transformer Appliances DW Dryer Recpt 20A Emergency FixtureTime Clocks Disconnect 2-150 Switches 73 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - " ELECTRICAL SURVEY' - "NO VISUAL DEFECTS" Nates: 2- Combination Smoke/ CO Detectors, 1- Range Hood, 3- Bath Fans, 1- Paddle Fan, Well Pump, 5-ARC Fault Circuit Breakers. Inspector Signature: Date: July 24, 2018 0-Cert Electrical Compliance Form.xis Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 v,G Southold,NY 11971-0959 IKE GIVIE 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG - 2 2018 ' BUILDING DEPT. T .CERTIFICATION j . Date: � Building Permit No. Owner:_ _ _ IJ� v (Please print) Plumber: (Please print) / v �� I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (Plumbers Signature) Sworn to before me thi701 day o 20J CONNIE D.BUNCH Notary Public,State of New York Notary Publi ;County No.01BU61&W50 1 - --= Qualified In Suffolk County Commission Expires Aprll 14 2 V r 1 4 SO(/l�olo • �o ��'y�OUM`l,NcA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [kFIRE FINAL FIREPLACE& CHIMNEY [ SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: l l r r � DATE -"') � � � �, � INSPECTOR ����- SOUlyol ��'YOOUNTV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/11 'FOJ NDATION IST ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ` DATE /0 7 INSPECTOR o��OF SOUryol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �l 3 8 INSPECTOR SOz— i& (/T�o �o l� 'cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 0 FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: l 4 DATE l t INSPECTOR 3 OF SOifS pl�ol OOUNTI,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONST UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: / J Q DATE � ( INSPECTOR tv SOpT�, s �o coum,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDAT 2ND [ ] INSULATION [ ] F NG / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. Cis 271� Za 7J DATE INSPECTOR 00F SO(/lH courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C- t 14 L�ljjce_�" ell q 4 . Pr DATE �- ® INSPECTOR "� OF S0UTy0 — ��%C,C/ c0UN1V,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE TAY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L�l DATE W f INSPECTOR -A, }qv9 f3f 0 TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING -R EMARKS: mve & • (.,5) d �s Vllr �10 L4- • = v Wtv/wo DATE INSPECTOR OF SOUryolo cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND o [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORC�` �Y OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IULATION [ ] FRAMING /STRAPPING [ FINAL �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Y3 78'I� INSPECTOR �q 1a� Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 March 6, 2009 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Yaxa Residence 215 Colony Road, Southold, New York Dear Mr. Fish : I inspected the new lintel installation of the fireplace at the Yaxa residence and found the new lintel to be properly sized and installed and, to the best of my knowledge, is installed in conformance with the Residential Code of the New York State. If you have any questions please call me at 298-1986. Yours truly, fit NEW, coy FO 051 4 E C E OWE MAR 10 2009 BLDG.DEPT. TOWN OF SOUTHOLD Condon Engineering, P.C. New York-State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condoneng i neeri ng.com February 23, 2009 Mr.-Dean Yaxa 215 Colony Road Southold, New York 11971 Dear Mr. Yaxa: As requested, a visit was made to your home on February 18, 2009. The purpose of the visit was to inspect the lintels supporting the masonry at the fireplace. The following is a report of the findings of that inspection and recommendations. The chimney has three openings and the masonry above these openings are supported by steel angle'lin'tels. The largest opening is in a wall above the prefabricated firebox where the span is approximately 8 feet. The lintel at this location is a`3 inch by 4 inch by Y4"thick angle. The 3 inch leg is vertically oriented and the 4 inch leg is horizontally oriented and the 4 inch thick masonry is_ bearing on the horizontal leg. The lintel was found to be noticeably deflected. The amount of deflection was not measured since it was not possible to access the ends of the lintel due to masonry walls that were installed perpendicular and below the lintel. A structural analysis of the existing lintel was performed to determine its adequacy and conformance with masonry standards. The deflection standards for lintels can be found in the American Concrete Institute (ACI) standard ACI 530-1.10.1, which states that deflection of lintels, shall not exceed U600 where L is the opening below the lintel. In our case the opening is 8 feet and,8 fQet/600 is 0.16". The maximum deflection is therefore 0.16"which is a little more than The structural analysis of the existing installation assumed two load scenarios, empty 4 inch blocks and fully grouted blocks. It is likely that the load from the masonry is somewhere between these two scenarios. The analysis found the deflection of the existing lintel in its current orientation to be 0.1912 inches and 0.2646 inches, empty versus fully grouted which exceeds the maximum deflection standard of 0.16 inches. Based on this analysis the existing lintel with its current orientation is inadequate and does not meet ACI standards. Had this-lintel been installed with the 4 inch leg in the vertical position the deflection would have been 0.091 and 0.126 inches which would have met the ACI deflection standards. It is recommended that the lintel be removed and replaced with a 4 inch by 4 inch x%inch thick angle. A structural analysis of this size lintel found the deflection to be 0.084 and 0.1182 inches, which meets the ACI deflection limits. The longer horizontal leg will also provide additional lateral support the lintel and the wall above. Inspection of the other two lintels found there to be no noticeable deflection and given the relatively small amount of masonry above these lintels and the shorter spans the lintels appear to be-adequate and do not have to be changed. If you have any questions regarding this report and its recommendations please call me at 298- 1986. Yours truly, Condon, P.E NES �0 0 �RaFESS14N��' Nigel Robert Williamson Architect P.O. Box 1758 Southold, NY 11971 D u � Phone 631.834.9740 Vim- Lem August 5,2018 AUG — 9 2018 BVMDVG DRff. Mr. aN Mrs ®;'?Y��c'I7 ony Road, Southold, N.Y. S.C.T.M. 1000-52-5-60.2 This report is done pursuant to a request by the Southold building department for a certification for the framing. Two strapping inspections were completed on the 11/03/08 and 11/06/08 respectively. No framing inspection was completed. The original architectural drawings for the proposed two story addition to an existing two story frame house were completed by Louise A. Agnes R.A., 162 Laurel Avenue, Northport, N.Y 11768. Project No. 0804 dated 8/12/08. First Floor: i The first floor framing is visible from the basement. The original submitted drawings by Louise A. Agnes R.A., under the living room called for 11%TA Pro 560 floor joists. @ 16" o.c. These joists were substituted for Boise Cascade 117/8" D 90s 2.0 which span 23'-2" and have a listed total span of 23'-3" at L/480 and 26'-10" at L/360 (minimum building code) in the Boise Cascade residential floor span tables which are attached. The same size joists and call number are used under the dining room/kitchen area with a 16'-4" span.These too comply with the span requirements: The girder between the living room and dinning room/kitchen was enclosed with gypsum board and no destructive testing took place. There are no visible signs of cracking, or defection. Second Floor: The second floor framing has gypsum board to underside and a finished wood floor to the top side. No destructive testing was performed on the gypsum board ceiling.The first floor to second floor height is 10'-5 5/8" and the first floor to the ceiling over is 8'-11 W. The floor joist was calculated at 16". Based on observation there are no visible signs of cracking in the gypsum board or deflection in the floor itself and ten years of habitation of the structure with loading would suggest that the floor joists are adequate for purpose. The second floor-ceiling was finished in gypsum board. The second floor ceiling joists are visible from the attic area. The construction with reference to size and space are in compliance with the documents by Louise A. Agnes R. A. Roof: The roof construction was visible from the attic area.The original submitted drawings by Louise A. Agnes R. A. call for 2"x 12" roof rafters at 16" o.c., both on the main structure and the two reverse gables with 1 W x 14" LVL microlam ridges. The roof structure as existing consists of 1%"x 14" LVL microlam ridges on the main structure and the two reverse gables. There are 2"x 12" roof rafters #2 or better at 16" o.c. The grade stamp was visible on a few roof rafters. On the main roof structure there are 2"x 6" collar ties and 2"x 4" collar ties on the reverse gables. Based on measurements, manufactures stamp for Boise Cascade BCI joist series and manufacture's stamp for grade of dimensional lumber on the elements and the manufacture's residential floor span tables. It is my professional opinion that they meet or exceed the N.Y.S International Residential Code. The floor span tables for both Trus joist TJI and Boise Cascade are attached and highlighted for both the original call out on the drawings and the actual installed elements,which are comparable.The exterior walls are 2"x 6" with interior walls 2"x 4". A room by room observation was completed and there were no visible signs or cracking or settling on any of the main surfaces, intersection of walls or ceilings or any tiled areas in the bathroom. Nig Robert Williamson R.A. A I My.t ' so • 1 1 lW.9 U -Ii .��/,___i��I v✓� WE Avg PTA ico Ind, �r .�'- ., }!lam "�! �'.�' 9 COJUTI FRIO a grim J \�V�� � M, 77', ',,ITim K�� �1i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ^ Survey SoutholdTown.NorthFork.net PERMIT NO. 3 y d�� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Del- N Approved 120 Mail to: aIe� (:jLo N`( Disapproved a/c 90,- 14,o L.b /U Phone: A- - Expiration ,20 7 Buildin ' I spec APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. D-0�aaket- (Signature of applic t or name,if a corporation) (Maili g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises he �rJ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �' c1V74-DLo N c( 7 House Number Street + Hamlet County Tax Map No. 1000 Section 0 cxi�� `i F'o Lot 6D c n. Cs�1t11n Subdivision b eq ce, p P 90Pa.pp,�o. Lot SWU2IF, ',s F�si e99k x3 n4CAtv!.',;tatflJ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy fes'I D i-n/ -Ef A L S ( i✓g I- F A- rK i L�l b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee I (To be paid on filing this,application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars �Al Af 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 of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Naive of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO- 13. Will lot be re-graded? YES )� NO Will excess fill be removed from premises? YES NO_)�_ Pb 14.Names of Owner of premises �ef�N YA4// Address ��p, I/1/4� Phone No. 76 $ FOS f Name of Architect l.ncr(SE– A-2Ne-e Address L u2.EL A-✓r^ Phone No Name of Contractor Address Nb T Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SO (^r-0 t,— t)t c'9N S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract) above named, (S)He is the dcu N r- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -- ff— '�'''day f U b� 20 09' ��`" U NDA P.RANDOl.PH Notary Public Y PUBLIC,la"0ftwYd!No.0/RA8140 lf0Signa re f Applicant . fwd in Sul a ccumy C=wdaabin Expiry July pplO EFQL BUILDING DEPARTMENT Electrical Inspector u p $ ,' TOWN OF SOUTHOLD JUL 1 9 2018 Town Hall Annex - 54375 Main Road - PO Box 1179 aSouthold, New York 11971-0959 • UILD1N0 OECTelep ' hone (631) 765-1802 - FAX (631) 765-9502 u) roger.richer cnr town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: REQUESTED BY:--* $- - Company Name: Name: License No.: V II email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Yal Address: o 0 0 Cross Street: e S Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: l00 B lEF DESCRIPTION OF WORK (Please Pdnt Clearly) G•� �i�� O GS Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: Q� A # Meters Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION rp(p Request for Inspection Formals NX LD: daSUFFQ/rTown of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM dol PROPERTY LOCATION: s.C.r.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A I,r rr,t 0 0 E Block �e)-'1 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN istrict Section a ock Lot O� CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Locations This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! `v—' 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ® t� Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement 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.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? F-1 (// NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Penmitl ---------------------------------------------------- EXEMPTION: --------------------------------------------------- EXEMPTION• Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — — ———————————————————————————————————————————————————— STATE OF NEW YORK, C TY OF...S u.r:: ... �.... ..........SS a That I............ .................... ...... ... ..............................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of rndivid a signing ocument)) And that he/she is the �U11!�F°z. .. ................................................................ (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. Sworn to 4 ore me this; 11 .......... . . ... .................... day of. Q,�?T,Q.fM.6411k./...... ,200.) C ' . ................ ..... Notary Public: .................. ....... .. .. .. ... .. .......�.................................. .......... . . ... ............................. ELANIE DOROSKI (Signature f phcant) NG ULU U1"01111'TUIR FORM - 06/07 No.01004634870 Qualified in Suffolk County Commission Expires September30,_'JdJ1 215 Colony Road D E C E V E Southold, NY 11971 February 5, 2010 FEB - 5 2010 BLDG DEPT. TOWN Of SOUTHOLD Town of Southold Office of Building Department Town Hall Southold, NY 11971 Reference Building Permit No. 34125 Z To Whom It May Concern: I am writing to the Building Department for the purpose of requesting an extension on my building permit no. 34125 Z. Your consideration and attention to this matter is greatly appreciated. If you have any questions, I can be contacted at: 765-9056, or at the address at the top of this letter. Thank you. Sincerely, Dean Yaxa VZ=2zz,. Southold Town Building Department sUf We 4o�� P.O.Box 1179 Permit#: 36826 54375 Main Road Southold,New York 11971 Permit Date: 11/21/2011 (631)765-1802 Expiration Date: 2/21/2013 Parcel ID: 52.-5-60.2 BUILDING PERMIT RENEWAL LETTER Dated: 7/9/2014 Applicant: DEAN J. & LOUISE YAXA Location: 215 COLONY RD SOUTHOLD,N.Y. 11971 Work Description: RESIDENTIAL ADDITION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #34125 A FEE OF $880.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DEAN J. &LOUISE YAXA Address: 215 COLONY ROAD SOUTHOLD,N.Y. 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. o��oF so�ryol Town Hall Annex - Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 28, 2018 Dean Yaxa - 215 Colony Rd Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are (deeded To Complete Your Certificate of Occupancy: Re: Th inspector is requiringlatfinalLsun►ey,�before�the-CidfiOlcan.lie3istUeFd4(�TtieisuiVeyawhich avasrdr'oppedff�foou��offi ce�onJ u1y17 'iioesn;Yrefl ectinrh atm i s4there) Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42855 —Add/Alt I + t N PARTIAL SURVEY OF PROPERTY' E 51TUATE:AR5HAMOMAC�U TOWN: 50U�UNTY, NY HOLD SUFFOLK D OS-08-2005 '3p E 62566' c SURVEYED SUFFOLK COUNTY TAX # 1000-52-5-60.2SEE 0 � N a DET CER ,DTO; IL I � FOR LOGATION5 N 6`Yaxa �� 62 .6 " ® 511,163 '8200°° O' , ed e , I + , I + � N / \ \ + , - 0.00 586°50'00°� 2 tv 100 \ Sol rp) CD or Formerly Of' Ss Land NJane Me hoefer Fes, ,� rmer�y Ol BetGurt W. Mey�oefer r sus 9 O N�`� Of�eu,�°ever o ,? Laid pane h°e�e ss + �e Gvlr s • `� \`N shed,+ 1 i \Q , 1 tK i• f yhed ° Frame 0 m U Ir N'?eo4,to 3 �Y • `, `, y�or y l Born µ00°22,00 _ 6 ArghQ �•oo, `� m�mQq�e � t o "a L os OVERALL PROPERTY 5GALE 1 K oN " = 200' z frame -� barns i ma0 ry�ao`oa Nc en�ee lana swvey".'s ss ai i,� +- vl�latlon Ifectla+l."�J''+b'seEa'�aton Lrn+M1c . §'S ''�i •only topics an the b.iglnaor Ihls survey rea Mlh a,orlpnbi d tle lad s+ue'xrk '< • slbmpea=eal shall be crsiNre.�le be,iala.1 ,, ��i s19n 1 ,M1al thls `aa \ •/ "GtrlNV otIW.i FGica�ph�n nc�.vil�iil�<.- P- 1 ' \4i ,y I.,IF�,C.v of F•a:ll:c 1-.Lme Sn••n„aaeptca t. pETWIL_ • , hLn•,"`...,n�,r`� .,•,„"�^I: ,1•„�,.•„^, NOTES: SCALE i II_ 50' �' lol°�'.'y an1�,N ta,:.;NN<..��.,.3a..,,•,n,a GRAPH IG ab,N,t,al. 1.,,1,� ` "or u..l:•an�F„IRvll<+, p�•lNmn- tla„M:,.�t,a_,,,rar�1-to ae„Ian,bnllh.tian: _ - - - -• _ .a, 150 N . F I�� LAND �7�'<...1 R 'w' EY 01 O 50 1001"� N.Y.S.LIC.NO.50202 MONUMENT FOUND • ■ 6 EAST MAIN STREET RTY NOT SURVEYED, ANY ENGROAGEREON, SURVEY RIVERHEAD,N.Y. 11901 ENTIRE PROPE NTIONALLY NOT SHOWN H PT 369-8288 Fax 369-8287 REF.-\\SERVER\D\PROS\OS-252.pro 5HOWN HEREON ARE INTENTIONALLY ' WORK DONE HERE FOR THE PURP05E OF GAINING HEALTH DE .m,� APPROVAL FOR SEPTIC AND WELL AND SUBSEQUENT TOWN G.O. AREA = 58lggq 5F or 13.50 AGREE, - __ J PA RTI ASL SURVEY OF PROPERTY " I, 51 TUA�TE:AfR5HAMOMAtQUE W E TOWN: SOUTHOLD S SEE DETAIL SUFFOLK GOUNTY, NY FOR LOCATIONS SURVEYED 08-08-2005 �/AGPNT Toad PROP05ED H5E. 10-03-200-7 HEALTH DEPT. II-14-2007 0 SUFFOLK COUNTY TAX # 1000-52-5-60.2 cC E R'II'IDF D TO: agement � I eaffi Yezz SEPTIC DETAIL PROPOSED not to Sc-ale DWELLING D/ t V / V1 VV ! - FF- 13 t _ .e Proposed 1`W JUL 1 7 2018 EL= 12 5 existing grade max 2_ w to t max 2' min ___ 1nv.� min. 1' inv.. cover 510.3 50.8 / 09 cover inv.- 9.B 9se gal BUMMING DEM 9.6 �---� septic min pitch � t t PCi° 2' �� tank 1/4" per ft ' per f t / Ctc"^c T ' G D 1/16�, p ' MVV `V Pg°p�SED t EP P° t Toet Hole ground water EL= 4 9' 1 p/ Y+-• P�1® t / i `7�-,- cA�'�'�' McDonalU q 2op6 4 �rFA Geoscience NOTES. / a oq'edkt\o0 j / 4r0� teo\e CLAYEY PT MONUMENT FOUND - '" ' -"5 LOAM 1 I ^a 53�oa PCiOP GRRE'Y' CH ENTIRE PROPERTY NOT 5URVEYED, ANY ENCROACHMENTS NOT ?� °L`°r SHOWN HEREON ARE INTENTIONALLY NOT 5HOWN HEREON, SURVEY WORK DONE HERE FOR THE PURP05E OF GAINING HEALTH DEPT. APPROVAL FOR 5EPTIG AND WELL AND 5U1135EGUENT TOWN G.O. WATER IN vBROHN CL OLAY 7UN5UITABLE SOILS TO BE REMOVED AND REPLAC45P WIT GL AN h%' s SAND AS PER 5.G.D.H.5. RE6ULATION5 WA7ER IN \ P ,-' �" � (,}�-p�� TOPO REFERENCES COUNTY TOPO MAP - ,__: _ 5AND SW AREA = 58'7,GQQ 5F or 1350 ACRES TO C.OAR5r ° i T < �0 1,315 S.F. EXISTING HOUSE / 1 Z Q 2,366 S.F. PROP05ED HOUSE 3,7741 S.F. TOTAL X .1-7 RAINFALL = 636 G.F./42.23 = I6' X 8' bkYWELL FROP05ED 4 V DIAM. X 4' DEEP DRY A; 'tlnautho'l-d alterotbn ar oddltlon to o survey /. map bearhgsa 11--d bnd>�r�eyar§>em I>a + .y r, Ef/( vlolotlon of Wesson .t1 >ub-divisbn New Tork Stote EW[atlOn Law' "Only copses from the orl9lnoi of thls survey •4-Y l' ' / � M' mocked with an orlylnal of the lantl>urvayor§ >lampea>eaI>hon be aa�>bered to be�aua tree � f copse>• 'y N 'Oerlltboflans Indicated hereon slgenifW that this t I I ey was prepares in accordan Ith the ex- � F'1 (t _ � � P• Isting Oode of Practice For Land Surveyys adopted / • �. ay the Naw York 5tate Asso tov-of Prafessbnal `_1 ��`'. 0 r Lanky,r.-ey?riarswiomelr�nn�oon>I>ha,—sly �l - I shad - r, , 2 GjtOB IVB ` person Pony gopvernmen- �/Y J� , FrQrn and on hl>behalf to the tlLle Com to agency and Iendln9 m>trtonon II>tea hereon,ane S -`Q� �, OrbJ $A A 9gp LO the as>Ign sof Lha lending 1tutfI OertlFlca- �O D e,V / Y L of Harts ore rot transferable!o odditlonal Instltvrtalc � Iz �omQ4�e pend JOHN Ce E LE S LAND SURVEYOR � 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 OVERALL PROPERTY 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\05\05-252 HD APPLICATION 11-14-2007.pro 5CALE 1" = 500' orzlaoow ,sl,avn oeesos-�s�No uvL cnno u I-�ocl o f f 1 1 Sc no E � a SEP 13 2018 d.A ink•�'ql ;Z ,�.j-g�T� G 0 2 EXIST. ST \ _ e 1 1 1 � N \ I1� 1 —, �L— PROPOSED COVERED ENTRY PROPOSED 2 STORY LIVING AREA (A■281(o SOFT.) "0 IPAROP�OSED SUN ROOM w7 SOFT.) PROPOSED OPEN DECKS (A■215 SI i 0 \.us) tom? THIS IS AN ARCHITECTS PLOT PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR INFORMATION OBTAINED FROM SURVEY PREPARED BY: JOHN C. EHLERS LAND SURVEYORS 6 EAST MAIN STREET RIVERHEAD, NY. 11901 DATED: 8/08/2005 �I cn I=ARTIAL SCHEMATIC PLOT FLAN _�- SCALE:1"=50'-0" 2 —IQ-0- , N I � YAXA RESIDENCE 21S COLONY RD. SOTHOLD, NY, 11971 - I �`��F[tEq aR�ti LOUISE A. AGNES A.I.A. ARCHITECT ALO 162 Laurel Avenue F q NORTHPORT, NEW YORK 11768 (631) 754-2950 Fax: (631) 261-9485 I �>F �O• i 525a ���' OF NEW O � 0� REScheck Software Version 4.1.3 Compliance Certificate Projeci Title: YAXA RESIDENCE Report Date:08!13/08 Data filename:N:\RESCHECK10804-YAXA.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric i Glazing Area Percentage. 10% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 215 COLONY RD. LOUISE A.AGNES SOUTHOLD,NY 11971 LOUISE A.AGNES ARCHITECT 162 LAUREL AVE NORTHPORT,NY 11768 a . Compliance:27.40%Better Than Code •Ma)dmum UA:504 Your UA:366 Gross Cavity. -Cont. 'Glazing- UA, . D.. meter Ceiling 1:Flat Ceiling or Scissor Truss 1451 30.0 0.0 51 Wall 1:Wood Frame,16"o.c. 3046 19.0 0.0 163 Window 1:Wood Frame:Double Pane with Low-E 188 0.330 62 Door 1:Solid 40 0.140 6 Door 2.Glass 106 0.340 36 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1411 30.0 0.0 47 Floor 2:All-Wood Joist/Truss:Over Outside Air 40 30.0 0.0 1 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 2007 New York 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. w Lcvl`J f✓ /"� /,V NGS QL�tkr3-L-��C 12- O$ Name-Title Signature Date \31 E �.A O� o / Og Project Title-YAXA RESIDENCE _ Report date: 08/13/08 Data filename rck Page 1 of 1 FLOOR SPAN TABLES AND MATERIAL WEIGHTS 21 S- Co L.o 0'i P-0*n I �n U Tmax,LT 0 Live Load Deflection YA V,A kES/DF.� CC Material Weights /48GL ept 7 -46�PSF-Lfiele�Cd�/,-IOPSFD66d-Lbad,.,- 40-PSFLi-ve Load/�2O.PSF Dead Load,- (include TJI&weights in dead load 72v.c.-T,16 -67,J9. -19.2"o.c., -24,'o.c._ calculations-see Design Properties tahle 1.10 1 16'-11" I5'-15" 14'-7" 13'-7" 161-11" 15'-6" 14'-3" 12'-9" on page 3 for joist weights) 9V2,,I 210:-: 17'-9" 16'-3" 15'-4" 14'-3" 17'-9" 16'-3' 15'-4" 14'-0" 2, 230; 18'-3" 16A" 15-4- 14'-8" 18'-3" 16'-8" 15'-9" 141-8" 'IV 1110.-: 20'-2" 18'-5" 17'-4" 151-9"(1) 20'-2 17'-8" 16'-1"(1) 14'-4"(1) Floor Panels 21--1" 19'-3" 18'-2" 16'-11" 21--1" 19'-3" 17'-8" 15'-9"111 Southern Pine FW2309 k 21'-8' fd119!L1011_J 181-8. 17--5" 21'-8- t19(;410-­1] 18'-7" 16'4"11 V2"plywood . ...... .... ..... 1.7 psf 360,- 22'-11" 201-11" 19'-8" 18'-4' 22'-11' 20'-11- 1 19'-8" i 17'40-01 19580-N P 26'-1" K�23!A9-0 22'-4" 20'-91 26'-1" JP3Z23!-,8"r,4J 22'-4" 20--9-01 5/8"plywood .2.0 psf ......... ..... -1111V 22'-10" Y-11" 19'-2" 17'-2"(1) 22'-2" 19'-2" 17'491) 151-0"(1) Y4"plywood . ... 2.5 psf 219-, 23'-11" 21'-10' 20'-8" 18'-10'(1) 23'-11' P-l" i 19'-2-01 16-4-11) 11/8"plywood. 3 8 psf 14 23V 24'-8" 22'-6' 21'-2" 19.-9.,(1) 24'-8' 22'-2' 20'-3-11) 17--6-01 �i'OSB . . .......... .... . . 1.8 psf 360- 26'-0- 20'-9'(1)- 26'-0" -23'-8' 22'-4'1) 7-10-111 1 �2 -6" -10" -41' -6" -6" /E'OSB. ............. .. 2.2 psf 'r, ,,J, 560' 9' 26' 251 23' 29� 2&-10" 1 25'4"111 20'-11'(1) 3/4'OSB ......................... 2 7 psf 210'- 26'-6' 24'-3- 22'4'1)-_� 19!-11"0)_ 26'-0' -6!(]) -7(IT -7"(1) 1 7 20' 16' 6.,- 230=-�,- 27'-3" 24'-10" 23'-6" 21'441) 2T-3" 21'-8"11) 17'-6'(1) " 23'-9" 1/a°OSB..........................3.1 psf ­368-,; 28'-9" 26'-3' 24'-8T) 21'-5-0)- 28'9„ 26'-3-r!R- 1 22'-4"(1)--'J--17'-10'(1) -1 11/8'0S13....................... .4.1 psf 32'-8'F 29'-8" 28'-0" 25'-2' 32'-8" 29'-8" 1 26'-3'(1) 1 20'-]]'(1) Based on:Southear pine-40 pcf for ply;vood, 0 FZ39 6-4-L i v e Load Deflection (Minimum Criteria per Code) 44 pcf for OSB - 40 P S IF LiVe'L ba V-1 0 PSF D-ead,L oid _-Z I AP-S-F Live Laid 20 PSF.goid7ffid- Roofing Djepih�, TflaD 1 0. Asphalt shingles . ........ .......2.5 psf 24 Ac� 4 b. 12, 16 16' '110 15. 14'-0u 18,-1., 15'-8- 14--Y 12'-9" Wood shingles................... .2.0 psf 18,-g" 17--2" -81. 9Y21 210 191-8" 181-0" 17'-0" 15'-4" 19'-8" 17'-2" 151-8" 14'-0" Clay tile.. .......... ......9.0 to 14.0 psf 230': 20'-3" 18'-6" 17'-5" 16'-2" 20'-3" 18--1" 16--6- 14'-9" Slate(3/8"think)..... .. ...... ..15 0 psf 10 22'-3" 19-4' 17'-8' 15'-9-1) 201-5" 17'-8" 16,-1"(1) 141-413(1) Rail or Batt Insulation(V thick): 4%_- 23'-4" 21'-2" 19'-4" 17'-3"u, 224" 19-4- 17'-8- I5'-9"(1) It2 3 09 y 24'-0' 21'--'11'J 20'-5" 18'-3" 23V" U20,'-.5'9_,, P 18'-7" 16'4"M Rock wool. ......0.2 psf 360 25'-4" 23'-2' 21'-10" 20'-4"11) 254" 2X-2" 2Y-111"(1) 17'-10"(1) Glass wool. . .. . . ......... 0 1 psf JJ6kt% 28'-10" K26'-3,",1,1 24'-9" 23'-0" 28'-10- 3.", a 0 24'-9- 201-1111(1) "1110- 24'-11" 21'-0" 19'-2" 17'-2"(1) 22'-2" 19'-2" 17'-6"(1) I5'-0"(1) Floor Finishes 210 26'-6' 23'-1" 21'-1" 18'-10"(1) 24'-4- 21'-1" 19'-2"11) 16-4-(1) Hardwood(nominal 1") . ..... o0- 14 27'-3" 24'-4- 22'-2' 191-10110) 2Y- 22'-2" 20'-3"(1) 17'-6"(1) Sheet vinyl 0 -9" 22'-4"(1) '36W 28' 2W-3"(1) 17'-10"(1) 28'-9" 26'-Y 24'-9"(1) 21'-5'(1) 560', 32'-8" 29'-9" 28'-0' 25'-2"(1) 32'-4. 29'-9" 26'-3'111 20'-11"(1) Carpet and pad......... ... . 10 -210- 28'-6 24'-8'- 22'4(1) 191-11"(1) 26'-0' 22'4"M 20'-7"(1)- 16'491) Y4"ceramic or quarry tile.... .. ....10.0 psf IV -_-230-- 30--1' 264' 23'-9" 21'-1"(1) 27L5" 23'-9" 21-4-0) 17'-6"(1) Concrete. 360 31'-10" 29'-0" 26'-10"(1) 21--5"(1) 31=10" 26L10"(1) 22'4"(1) 17'-10"(1) Regular(11. ....... .. ......12.0 psf ' 560 36'-1" 32'-11" 31'-0"(1) 5-2"(1) 36'-1" 31'-6"(1) 26'411i 20'-1141) Lightweight(1")......... ....8 0 to 10.0 psf (1)Web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length is less than 511x"and the span on either side of the intermediate bearing is greater than the following spans: Gypsum concrete(MV)....... .....6.5 psf ,40'PSVLiv6 Load/:10 PSF'Deid'Load' -40 PSF-Liv6 Load/2ip SF Dead load Ceilings 2",o.c.F, >16"o.c. '4,19:2"o.c'.-c_-'2,V a.c. Acoustical fiber the. . ...... ....1.0 psf 110 Not Req. I5'-4" Not Req. 16'-0" 12'-9" >V gypsum board ...... ... . ... 2.2 psf 210' 21-4- 7-0" 21'-4" 17'-9` 14--2" 5/8"gypsum board... .............2.8 psf ,230-,, Not Req. Not Req. Not Req. 19'-2" Not Req. Not Req. 191-111, 15'-11" 360 24'-5" 19'-6" 24'-5" 20'-4" 16,-3" Plaster(1"thick) .80psf No, 29'-10" 23'-10' 29'-10" 24'-10" 19, • Long-term deflection under dead load,which includes the effect of creep,has not been considered.Bold italic spans reflect initial dead load deflection exceeding 0 33". How to Use These Tables General Notes 1. Determine the appropriate live load deflection criteria Tables are based on: 2 Identify the live and dead load condition. - Uniform loads. - More restrictive of simple or continuous span. 3 Select on-center spacing. - Clear distance between supports 4. Scan down the column until you meet or exceed the span of your application - Minimum bearing length of IM"end(no web stiffeners)and 3V2"intermediate. 5. Select TJI®joist and depth. n Assumed composite action with a single layer of 24"on-center span-rated,glue- nailed floor panels for deflection only.Spans shall be reduced 6"when floor panels are nailed only. Eveload deflection is not the only factor thataffectshowa floor kliperfor&.:'_ n Spans generated from Weyerhaeuser software may exceed the spans shown in To more accurately predict floor perffirmaace," these tables because software reflects actual design conditions "use our T ]-Pro Te I Rot!y9s. - For multi-family applications and other loading conditions not shown,refer to Weyerhaeuser software or to the load table on page 5 I Decennber2013 4 FLOOR LOAD TABLE Floor-100% (PLF) oistcledfsoioi-- -14' 2 J 2! -N U, LIV 'vp 've ;Notal P",4fotal-- oad a 'Load, btal -A Total - ive Liv '�L-- Liyi io -7 iv live -'a ad ad,- f -,LoaVi Aoad Load. 0" V Jf4ll 7 * 190 140 152 85 M 56 99 38 1 76 210= 210 161 169 99 141 65 119 45 90 236 175 190 108 158 71 133 49 2 39 99 '109 63 95 1 45 76 90 152 127 92 211V` 210 169 141 106 121 74 106 53 92 236 190 158 116 136 80 119 58 102 43 83 6 2 4 5 7 8 162 -'36 0-- 241 193 162 136 139 95 121 69 108 51 97 39 78 197 -,'5PV' 294 236 0 197 169 1 138 148 101 132- 76- 119 58 108 45 91 127 190 152 127 109 1 91 95 66 85 '2216- 210 141 169 141 121 1 106 76 94 57 J 85 -0 14" -,'230-," 236 190 158 136 115 119 83 106 62 1 95 47 81 241 162 139 121 98 193 108 73 97 56 88 44 81 294 236 19 197 169 148 132 107 119 83 108 65 99 210- 210 169 '141, 121 106 94 76 85 58 77 236 190 158 136 119 106 83 95 —64 87 50 8 360: 97 75 241 193 162, 139 121 1 108 A81 294 236 197 169 148 132 119 99 Indicates that Total Load value controls. How to Use This Table General Notes 1. Calculate actual total and live load in pounds per linear foot(plf). Table is based on. 2. Select appropriate Joist Clear Span. - Minimum bearing length of IY4"end and 3V?intermediate,without web 3. Scan down the column to find a TJI®joist that meets or exceeds actual total and stiffeners live loads. - Uniform loads. - More restrictive of simple or continuous span - No composite action p6ided ti;,­shAthing` w Total Load values are limited to dreflec$tionnVof e/240.- n Live Load is based on joist defl'ection of L/480. PSF to PLF Conversions a If a live load deflection limit of L/360 is desired;multiply value in Live Load column P S F) 3.The resulting live load must not exceed the Total Load shown -�.'.-�.Loidin-Pouhds,Pdf�4uieezF6ot,,( by 1.3 CIS Z�-1 2 °-°;25F.:, 3 3 -,4 - 5 M n Table does not account for concentrated.loads.Use Weyerhaeu,sqr software when L K 6air.foot-i(PLIF) !,C!o�, 17- oatmAunds,P-ek, i ;�-`?f i this condition applies. _-,.12`1- 20 25 30 1 35 1 40 1 45 50 55 60 16 27 34 40 47 1 54 1 60 67 74 80 9.29-'�:, 32 40 48 1 56 1 64 72 80 88 96 40 50 60 70 80 90 100 110 120 A - WARNING-NOTES. Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines. 1. All blocking,hangers,rim boards,and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. DO NOT walk onjoists until braced INJURYMAYRESULT 2. Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. -3. Safety bracing of N(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist.Without this bracing,buckling sideways or 00 NOTslack building materials on unsheathed rollover is highly probable under light construction loads—such as a worker or one joists.Stack only over beams or walls layer of unnailed sheathing. 4. Sheathing must be completely attached to each TJI0 joist before additional loads can be placed on thesystern. 5. Ends of cantilevers require safety bracing on both the topandbottom flanges. DO NOT walk on joists that are lying flat. 6. The flanges must remain straight within a tolerance of'Y from true alignment. I Trus Joist®TJI®Joist Specifier's Guide TJ-4000 I December 2013 5 AUG - 92018 BUILDING ILDING DEP 1. ~ r _Re- idential _Floo_r .Span...Tab_1es Y AXA F-Cs, CpL.ora.] IProA�o About Floor Performance ,�L)-, �L,c) Homeowner's expectations and opinions vary greatly due to the increase theloist depth,limit joist deflections,glue and screw a subjective nature of rating a new floor.Communication with the thicker,tongue-and-groove subfloor,install theloists vertically ultimate end user to determine their expectation is critical.Vibration plumb with level-bearing supports,and install a direct-attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of theloists. help;however,squeaks may occur if not installed properly.Spacing the joists closer together does little to affect the perception of the The floor span tables listed below offer three very different floor's performance.The most common methods used to increase performance options,based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. k**THREE STAR ** #�t*FOUR STAR *** CAUTION *MINIMUM STIFFNESS ALLOWED BY CODE* CAUTION Live Load deflection limiied"to U460: The Live Load deflection limited to U960+: Live Load deflection limited go 360 common industry,and design community In addition to providing a floor that is 100%" Floors that meet the minimum building standard for residential floor joists,33%stiffer stiffer than the three star floor,field code 0360 criteria are structurally sound to than 0360 code minimum. However,floor experience has been incorporated into the carry the specified loads;however,there is a performance may still be an issue-in certain values to provide a floorwith a,premium much higher risk of floor performance issues_ applications,especially'with M'and IM'' performance level for the more discriminating This table should only be used for applications deep joists without a direct attached ceiling. homeowner. where floor performance is not a concern. BCP Joist Joist 12" 16" 32" 12.c" 1 16' 19.2 24" E 32" 12" 16" 19.2" 24" 32" Depth Series o., o c. o.c. o.c. o C. o . , o.c. o.c. i o c. i o c, o.c. o c. o C. o.c_ O.C. 4500s1.8 16-11" - 15.6„ 14'_8„ 13'7" a 11,_9" 11'-6„ 11'6" 10,_0" 10,-0" ' 9_7" 18'_9„ 16.8" 15'-3" 13'_7" { 11_S" e. _._ 5000s`18-1T-0" 16'-0" ' 15-2" i i4'-1" 12'-5" 11.-6'. 11'-6" iv4- i 10-0" - 9`-11" 19'-4"w 17'-0" 16-4" 14'-7" t 12'-5" 6000s 18_19-2" 164" ) 15'--V 14'-$" ', 13'-4" 11'-6" ;-11'-6" 10'4" 1 10'-0" ;10'_0" 20'-2" I 18'-5" 17'-5" 15'-9*' 13'-8" ...e�...�.�...-.. -e+w.......<.. .r-m..f..«.n.....a....4.u.........-w...»w..a................�......-....__ - e... -.-. -w-.m.,®...,.w....+v.=u.,.... ....-.....�.«-.w�w.®...a........«.m.m...�.. 6500s 1.8 18'$" 1T-1" 1 i6'-1" '164,i '11-5" 11'-6" 10'-0" 10'-0"• 10'-0" 18=11"' iT-10" 16-7" 1 i4'-3" 4500s 1 8 20'-0" _18'4„ i .17-3" 15.5" '13'4- 15 6" W-3" i 13-5" 4_12-6" 114" 21'-10" j 19-11' _17'-3" 15'-5" 1 13'4" 5000s 1.8 20'-9" "19'-0"' i 1T-11" 1T-T' 13'-4-•• 15'-6" 14'-9" i 13'-11" : 12'-11" t 11'-9" '�2T-9' 20=4"- 1_8'-6" 16-7" 4 13'-4" 6000sl-8 21'-T' 19'-8" 1 18'-7" 17'-4" j 14'-10" -15'-6" 16 4", 1 14'-5" JTF, 12'-1" 23'-10 #21-10" 20'-0" 17'-11 tl 14'-10"4 6500s 1.8 22'-2" -20'-3" 19'-2" WAY'- 17'-10" ' AY' 161-0" 15-10" 14'-11" 1 310" X12'-7' 24 e 22'-5" -21'-1" " 1$'-10" i4'-10" 60s 2.0 _23'=7" i 21'=6" t 29-4" 18'-i1" °16' 4" 18'-0" 16'4" `j 15-9" + 14'4" 1 13,-3" ®26'4p2T-10" 22--6" 21'-0" 18_4" ff gs,2�J 1! 26:_7" 243" 22=i0" 21_3-' 19:=4" 19'-0" 18'-10" j, 1T-8" 16`_5" 14'-10" 29'-5" 26�104�25-0" 23'-6t 13'-4'� 4500s1.8 22'-9" "20'-7" 18.91, 1T-10" 16-3" ( 164" 14'_3" x 13_0" 23`-10" 20,-T, 18'-9„ 16-9" g 13'-11" 5000s 1.8 23'-T' 21'-7" 120'-2"- 1"' x 13'-11" 18'4" , 16'-14" 1 15'.11" t 14'-9"T' 13'-5" _25'-T' 22'-1" 20'-2" 194" 13!_11- 6000s`18 3'-11"6000s18 24'6" 22'-5" " 21'-2" 19'-6" ',15'-5° 19'-2" 17'-6" ; 16-6" 15-4" 1 13`-11" 2T-i" F 23'-11" 21'110" 19'-6" 15-5" 6500s 1 8 25'-2 23'-0" X2'-8 - 20'-2" 15'-51, 19'-8" iT=11" 7 16-11" 1 15'4" 1� 4'-0Y 27'-9" '1 26-2" 22'-11" 20'-6" 1 60s2.0- 26-9", 24'-5" 23'-0" 21'-5" i 16' 4" 20`-11 19'-0" 4 1T-14" 16-7" 19-1" 29'-_T' 2T-0^ 25'-6" 21-10" 16'1t" 90s2.0 30-1" 2T 5" ;. 25'-i0" 244" 19'&" 23-6" 21'=4" ,j 20'-0" 18'-6" 16'-9r 33'-3" 30'-4" �28'=T' 26'-0" j 19'-0" 4500s 1 8 25'_211 22,-0" 20'-1" 17'-11" ? 14'-1" 19,-9" 18,-o„ ; 1714" 15'-10" 14'-1" 26-5" 22'-0" 20'-1" 1T-1 i" 14'_1" 00051.3 2T-0" X-9" 234 20'-19'u 15'-_9" 21-4' 19'-9" ; 18'-2" ; W-41" ' 15'-4" 29'-6" I} 26-6" -23'=4" 20'-10" 4 15'-9" 16" 6500s 1.8 27-9" 25'--4" _ 23'-11"` _21'=1" µ1S-9° 21'-9" 19'-9"' 18'8 17=4" 15'-8" 30-F h26'-1T`_ 24'-6" _21'-1" 157-9" 60s2.0 _29'7- , , - _ mom0 .-16--.4_.w,...2..3...'-2 21'-I" 19--10" ...8.-d5_° 1fi'-4"_3 2- " 9_..'-10."A . 2°,T4" .2 1_=_-0� ,2 6.' 4"-05- 90s2.0 33'-4" 30'-4" 28'-T' 26-2" 19-7" 6-0" 23'_T' 22-27 20'-6" 18'-7" 36'=19' 33'-7" 3T8 28'_2" 19,-7, • Span table is based on a residential floor load of 40 psf live load and 10 psf Table values assume minimum bearing lengths without web stiffeners for joist dead load(12 psf dead load for 90s 2.0 joists). depths of 16"inches and less • Span values assume 23/32'minimum plywood/OSB rated sheathing is glued and Floor tile will increase dead load and may require specific deflection limits, nailed to joists for composite action(joists spaced at 32"o.c.require sheathing contact Boise Cascade EWP Engineering for further information. rated for such spacing-'/,"plywood/0SB). This table was designed to apply to a broad range of applications. It may • Span values represent the most restrictive of simple or multiple span appli- be possible to exceed the limitations of this table by analyzing a specific cations Analyze multiple span joists with BC CALCa sizing software if the application with the BC CALCe sizing software length of any span is less than half the length of an adjacent span. (Shaded values do not satisfy the requirements of the North Carotma State • Span values are the maximum allowable clear distance between supports. Burlding,Code.Referto.the THREE STAR table when spans exceed 20 feet) :r�-O,nrupeHour- i:re-R, sistive. Asserrtbl. �`si'ee «, �- ".�-s,�,�.wvr'��+w:+rz,w;� res:k=t.«»-.-.r--xintia� ww,w�✓xmmwn;.' a, �dMi":. .k,iwH-±s»".�,.+aaaw�Mrrw, .-mom o.,�.r-�<�-....n,.,�,,.,.�.�•�..r��•��:sz«:�."�'n.�4^a,..v r��� ICC ESR 1336 FIRE ASSEMBLY COMPONENTS 1. Min,23/32'thick tongue and groove sheathing(exterior glue),installed with long edge perpendicular to joist length,staggered one joist spacing with adjacent 2 sheets,and glued to joists with construction adhesive. 2. BCP Joists at 24"o.c_or less. 3 3_ Two layers YE"Type X or two layers'/"Type C gypsum board,installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS See the US version of the Boise Cascade Fire When constructed with resilient channels Design&Installation Guide for specific specific Add carpet&pad to fire assembly: STC=54 IIC=68 or assembly information and other fire resistive options Add 3/ glass fiber insulation to bre assembly_ STC--" IIC=46 or y P Add an additional layer of minimum Y."sheathing STC-61 IIC=50 or contact your focal Boise Cascade representative. and 9i"glass fiber insulation to fire assembly. } - may- � y �';1.M1..X.{�.,:.✓ e�..l?..L SF 4-.rr:.A.µ4i�.i'r�u "„�'�"_i:.1 H,?v-°L3%eP4�4'i+.M1-_ Floor NOTE When installing Boise Cascade EWP The illustration below is showing several suggested BCIG1 blocking or 2x4"squash"block on each products with treated wood, applications for the Boise Cascade EWP products. side required when supporting a load-bearing use only connectors/fasteners It is not intended to show an actual house under wall ll above. that are approved for use with the corresponding wood treatment. NO MIDSPAN BRIDGING IS REQUIRED FOR BCIR JOISTS VERSA-LAMS header or an BCI8 header. FOR INSTALLATION STABILITY, 11/2"knockout holes at approximately 12"o.c. Temporary strut lines(1.x4 min.)81 on are pre-punched. center max.Fasten at each joist with 2.8d nails minimum. Dimension lumber is not suitable for use 51. as a rim board in BCP floor systems. BCI--"rim joist. See page 6. See page 7 for allowable hole sizes cap and location. BOISE CASCADE&Rimboard. See pages 6 and 25. VERSA LAMS WL beam. Endwall blocking as required per governing building code. For load bearing cantilever details,see page 9. BCIS Blocking is required when joists are cantilevered. BCI`Joists,VERSA-LAlvP-and ALLJOISr must be stored,installed and used in that assure no exposure to weather or the elements and an environment that is free accordance with the Boise Cascade EIA?Installation Guide,building codes,and to from moisture from any source,or any pest,organism or substance which degrades or the extent not inconsistent with the Boise Cascade a%'P Installation Guide,usual and damages wood or glue bonds Failure to correctly store,use or install VERSA-LAMB, customary building practices and standards. VERSA-LAM',ALLJOIST-,and BCI'-Joists ALLJOISr-,and BCI'-Joist in accordance with the Boise Cascade EWP Installation Guide must be wrapped,covered,and stored off of the ground on stickers at all times prior to N,.qll void the limited warranty. installation- VERSA-LAI,1'-,ALLJOISTI-and BCP Joists are intended only for applications SAFETY WARNING PRODUCT HANDLING TO AND AT JOB SITES DO NOT ALLOW WORKERS ON BCI0 JOISTS UNTIL ALL There are some differences between engineered wood HANGERS, BCV RIM JOISTS, RIM BOARDS, BCI-BLOCKING products and traditional lumber products in terms of product PANELS,X-BRACING AND TEMPORARY IX4 STRUT handling: Avoid handling and storing BCI0 joists in the flat LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS direction. VERSA-LAM"is denser and due to the coating ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION applied to the surface,can be more apt to sliding. Please TO PROPER BRACING DURING CONSTRUCTION. consider these differences when transporting and handling ACCIDENTS CAN BE AVOIDED UNDER NORMAL engineered wood products. CONDITIONS BY FOLLOWING THESE GUIDELINES: • '5-- NO- Build a braced end wall at the end of the bay,or permanently installmomFV, m", S the first eight feet of BCI8 Joists and the first course of sheathing. As an alternate,temporary sheathing may be nailed to the first four feet All of BCII Joists at the end of the bay. • All hangers,BCI8 rim joists,rim boards, BCIO blocking panels,and x-bracing must be completely installed and properly nailed as each BCIO Joist is seL • Install temporary 1x4 strut lines at no more than eight feet on center , as additional BCle Joists are set. Nail the strut lines to the sheathed area,or braced end wall,and to each BCIO Joist with two 8d nails. • The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. • Straighten the BC18 Joists to within'/inch of true alignment before attaching strut lines and sheathing. • Remove the temporary strut lines only as required to install the permanent sheathing- • Failure to install temporary bracing may result in sideways buckling or Foil-over under light construction loads- • Do not stack construction materials(sheathing,drywall,etc)in the middle of BCIO Joist spans,contact Boise Cascade EWP Engineering for proper storage and shoring information. Boise Cascade EWIP-Eastern Spedfiar Guide-MCW2015 FloodCert/Certificate Page 1 of 1 DEPARTMENT OF HOMELAND SECURITY See The Attached O.M.B No. 1660-0040 FEDERAL EMERGENCY MANAGEMENT AGENCY Instructions Expires October 31,2008 STANDARD FLOOD HAZARD DETERMINATION SECTION I-LOAN INFORMATION 1.LENDER NAME AND ADDRESS 2.COLLATERAL(Building/Mobile Home/Personal Pro of Chase (Legal Description may be attached) 504 Virginia Dr 215 COLONY RD Fort Washington, PA 19034 SOUTHOLD, NY 11971 JUL 17 2018 Company: CHASE Borrower: YAXA, LOUISE t 3.LENDER ID.NO. 4.LOAN IDENTIFIER 5.AMOUNT OF FLOOD INSURANCE REQUIRED 0020678959 $ SECTION II A.NATIONAL FLOOD INSURANCE PROGRAM NFIP COMMUNITY JURISDICTION 1. NFIP Community 2. County(ies) 3. State 4. NFIP Community Name Number SOUTHOLD, TOWN OF SUFFOLK NY 360813 B.NATIONAL FLOOD INSURANCE PROGRAM NFIP DATA AFFECTING BUILDING/MOBILE HOME 1. NFIP Map Number or Community-Panel Number 2. NFIP Map Panel Effective/ 3.LOMA/LOMR 4.Flood Zone 5.No NFIP (Community name,if not the same as"A") Revised Date Map 36103C 0159G 05/04/98 ❑ X* Yes Date C.FEDERAL FLOOD INSURANCE AVAILABILITY Check all that apply) 1.[—xl Federal Flood insurance is available(community participates in NFIP). Regular Program ❑Emergency Program of NFIP 2.❑Federal Flood insurance is not available because community is not participating in the NFIP 3.E]Building/Mobile Home is in a Coastal Barrier Resources Area(CBRA)or Otherwise Protected Area(OPA),Federal Flood insurance may not be available. CBRAIOPA designation date: D.DETERMINATION IS BUILDING/MOBILE HOME IN SPECIAL FLOOD HAZARD AREA (ZONES CONTAINING THE LETTERS "A" OR "V")? YES NO If yes,flood.insurance is required by the Flood Disaster Protection Act of 1973.:. If no,flood insurance is not required by the Flood Disaster Protection Act of 1973. E.COMMENTS(Optional): * The subject property IS PARTIALLY WITHIN a Special Flood Hazard Area. The existing STRUCTURE, however, is not affected and is not in the floodplain. 1. Original certification completed on 06/27/2006. This certification was updated based upon site-specific information. The flood zone changed from AE* to X* and flood insurance is no longer required. THIS FLOOD DETERMINATION IS PROVIDED TO THE LENDER PURSUANT TO THE FLOOD DISASTER PROTECTION ACT. IT SHOULD NOT BE USED FOR ANY OTHER PURPOSE. This determination is based on examining the NFIP map,any Fe rO.W. I anagement Agency revisions to it,and any other information needed to locate the building/mobile home on the m tom, F.PREPARER'S INFORMATION ;.,. NAME,ADDRESS,TELEPHONE NUMBER If other than Lend DATE OF DETERMINATION First American Flood Data Services 06/28/06 at 1:50 PM CDT 11902 Burnet Road � "dw"a' Austin, TX 78758 FloodCert #: 0606E69128 1-800-447-1772 ' ` �' � � *** LIFE-OF-LOAN FEMA Form 81-93,DEC 05 CMM-SERVHE https://www.floodcert.com/main/findorder.do?printable=l&floodCertNum=0606E69128 2/12/07 M� 0 U3 +{ PROPOSED COVERED ENTRY SOFT.) ...................................... PROPOSED 2 STORY LIVING AREA lA•2816 sQFTa G PROPOSED SUN ROOM lA■215 SQFTJ \ PROPOSED OPEN DECKS (A■215 SQFT.) let X�g , \ T) 2 GIST. \ RAMS —_—_-- \ \ 1� THIS 15 AN ARCHITECTS PLOT PLAN E IS SUBJECT TO VERIFICATION BY A \ LICENSED SURVEYOR INFORMATION OBTAINED FROM SURVEY \ 1 PREPARED BY: I JOHN C. EHLERS LAND SURVEYORS 6 EAST MAIN STREET RIVERHEAD, NY. 11901 I DATED: 8/08/2005 IN .N \ ` 1 - _ 1 \ �SS PARTIAL SCHEMATIC PLOT PLAN 5 �- a Y,AXA RESIDENCE X \, 215 COLONY RD. \, I ' SOTI-IOLD, NY. 11911 Lo LOUISE A. AGNES A.I.A. ARCHITECT ' \ 162 Laurel Avenue NORTHPORT, NEW YORK 11768 r ..t (631) 754-2950 �:�^�M°• '' y��„� Fax: (631) 261-9485 Q N ENI �L✓s, p ( 0� SC'K..EefV[CfV - P0 li r"I •� r1j Jvr�lo� WITS B�T�{ Msrr� ._S�rt�i ;z t7 '- 1i ia" r9- 9 2018 - – '4'_ J 1 " LZ BUITDTNTG, DEPT. DWELLf QC-v, / - 7 r" i MST .. 8E.D2 M. TV tom! I NAL1 -$EDROOh� IN_S'r&L..- m5�W 1iz" HAODP Simpson Strong-Tie Solutions -rn �.xtsTt�}cr STAlP 3�" p g oprw To BEMWCP : D � ° X IST 10 G LDf_GY— @ SC_,P...•1=.E QF_J 1 kl -POP-0I - ao � ° - --: PART I A L �Q -- 2 rL2, G L?SET ADDED. / f As .M1=.NT ° �` •" Z! � is _ UO3 W O P1 .0 «i LSC Adjustable Stair z Stringer Connector ca Field slopable to almost any angle, the LSC is ideal for attaching the i _.....-,.-..-. - staircase stringer to the deck. __ -X- 1 ExTCr. r LSC Suitable for solid and notched �-- - -�i stringers.ZMAXO coating or Li i I lu �M�WT '?'` Gi��'- stainless steel recommended. �- - -� RER4t /F- EXTG. P.c. '7Pr-L-Sr JbltX- COOL, Fm } BASES r:; pasTs. PAh1T�Y / t� — 1►JS rALL 1,AE 1 PoSJ-5 (3aa. YJ 6)m fsa*J s7-IzLa--gin 8 csz -�4 )o - simpk,tJ Srpooci-- tie -sT- BASL � PaST 4 E IT4_- C' �'GR.ETE. LSC AU.SOST/k$t E roorr10 a- . STP- Go00f_fTC-t,.5 a>t •RAM 11.]C-� �.L�►hJ , ct HAutiRAIL 34" a✓i n SG E1=��D Simpson Strong-Tieo Solutions ► ) Y u Tc,tSr. ° V. 1 Nsr�LIQ lJtkt -�_-, .� 4: � ' • ��� - - .1. �;t P&P, f 1 AL. T Laril — "PLV 15M 1 P Cir1QQ TK., LU-ST['^tett- '-v H2.5AHurricane If;., V526� Tie ST 3t71SST HA P-'. For single-memberBsoS BC/BCS beams.Connects JJ Suitable for single-sided applications. S•TF.PS TO G A RAGIa FLP-- l i double to a post or triple ea to a 6x post. ZMAX coating or stainless steel recommended. AB\A-441 STAQL>cr J 1:XTGr, ` i ZMAX°coating or stainless steel recommended. past' .ems , sof,='•� 1 -��rr�5 I A0 c(top Bo C.T 1 coC13c,. rTcr. 7" 4 SIM ;-o 01 SIT-00fr.TIE SET-SCQ At�GH��' A'Diiy�s!16.. , Post/Column to Foundation SECT I Off' ° - Fo 0 Q� 1 4 ABU44 Y A x� P,ES )D E_W GE, (ABU66,ABUQd similar) DEC14, TO 5CR_F_F_" Eb W -POR-C H - SCALE: Y4:r 1�Or• APPROVED BY: DRAWN BY DATE: 7'AuGL>svm REVISED I S-G-T. H . 1000 -52 - 5 -60.2- DRAWING NUMBER 00l N C� Q SUPPLEMENTARY CONDI1IONS OF THE CONTRACT FOR LIST 0 F A B B R E VI A TI O N S (D Q Z CONSTRUCTION OF THE YAXA RESIDENCE yy��� AFF-------ABOVE FIN FLOOR MAS-------MASONRY �+rr�"NI ���Z' 7D �� .iilpdL W�__,t �;�e �`:..:,i t,,r I w:4. z N ALUM------ALUMINUM MATL------MATERIAL UNDERWRITERS CERTIFICATE. �(� F_ Q Q Q ' 55. All lumber shall be Douglas Fir Larch 2. Design values shall be that as published in Qc �/ z � American Forest and Pager ssociationWood Frame Con traction Manual. pWFCM APPD------APPROVED MAX-------MAXIMUM / �.2� 1. Contractor shall check & verify all conditions at the site prior to starting of work and he P ( ) REQUIRED DABP-f `'J o= shall familiarize himself with the intent of these Ions and make work agree with the same. for 1 and 2 story dwellings. ((as per R301.2.1.1 Section 1 APPROX----APPROXIMATE MECH------MECHANICAL o n o z-+ P BD--------BOARD MFG-------MANFACTUREIR > •C-?�L(' = � W Ln c� 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any 56. Design Loads: BBD-------BUREAU/BLDG DESIGN MIN-------MINIMUM FEv- E'V:+ v w � �® W work. If contractor or owner does not receive a permit prior to start of construction the Location LL D.L., Deflection BLK-------BLOCK MISC------MISCELLANEOUS NODII'1G ��, :1,7 7 I w z i; ¢it ``' Arc ite t h Ids no responsibility in correct code compliance nor dissimilar interpretation of 1st Floor 40 psf 15 psf 1 360 BR--------BRICK MO-----MASONRY OPENING 5_ R `-_ h BSNT------BASEMENT MTL-------METAL PLUMBING 76�1802 .8 AM TO 4:r.P, O: Thi= W� o codes �y tie town pans examiners. 2nd Floor 30 psf 15 psf 1/360 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, ins ection Attic- Limited Storage 20 psf P CEM-------CEMENT (N)--------NEW ALL PLUMBING WASTE FOLLOWING INSPECT.iO'IS: ``,,, o q pp pP 9 P 10 psf 1/240 „ CERT.-----CERAMIC TILE NIC-----NOT IN CONTRACT IJ°d fi''" ,IF ,gyp FED Z approvals, etc. for work performed from agencies having jurisdiction thereof. Under 3/12 Attic-Non Storage 10 psf 5 psf 1/240 must be under 3 12 sloe &WATER LINES NEED 1. FOU;IDA i, ' <. 3 P ( / P ) CL--------CLOSET NO--------NUMBER 4. All work shall conform to the 2007 Residential Code Of New York State Roof < 12 * 30 Sf 7 psf 1/240 TESTING BEFORE COVERING FOR POURED CL1t,"FE' / P p CLG-------CEILING N.T.S.------NOT TO SCALE „, G � t^=r I +TE = W Roof > 3 12 * 30 sf 2. ROUGH fRAt.,lf;a F� , '�_ . B: G z c, Building Code, State Energy Conservation Code and all rules and regulations of / „ P 7 psf 1/180 COL-------COLUMN OF � o W Town of Southhold. Cathedral Ceding 30 psf 15 psf 1/240 CONC------CONCRETE OD-----OUTSIDE DIAMETER 3. INSULATION Balcony and Decks 60 psf CONC BL----CONCRETE BLOCK OPNG------OPENING 4. FINAL - CO�i`TR'.'^"':'" ?"_IST 5. If in the course of construction a condition exists which disagrees with that as indicated on (*) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7) CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR FOOT these plans, or if there are an inconsistencies on the plans, the contractor shall stop work BE COMPLE+ -(ter; '.�f y 57. Design timber stress to be size adjusted lumber 875 psi - Douglas Fir construction grade 2 or DEMO------DEMOLITION PLMB------PLUMBING r , ,•. >- H2 and notify the architect. Should he fail to follow this procedure and continue with the work, ALL CONSTRU TIO : J_ ", 7ET TME a �� DEPT------DEPARTMENT PLYWD-----PLYWOOD `' c> ¢ better, modules of elasticity of 1,600,000 psi Douglas Fir No. and Southern Pine- No. 2 dense DET-------DETAIL PERFAB----PREFABRICATED RcOUIREf`AE JTS OF TF' Cr;r�.ES OP NrW w w= he shall assume all responsibility and liability arising therefrom. p shall be considered acceptable species and commercial grade. Lumber shall be graded by a DIA 0 PREFIN----PREFINISHED - , * {' o 6. Architect has made various assumptions that only can be verified in the field after partial QF „�rj YORK �THIc. fbOT F;_S, �.,.d.�iBLE FOR �o demo has taken place. If assumption is correct continue with work. If assum tion is Incorrect recognized grading and inspecting bureau in strict accordance with industry standards and by DN--------DOWN PRELIM----PRELIMINARY O� ��� , , , PP it's use as indicated in the drawings. Grade markings shall be clears printed on structural members DR--------DOOR PROV"D------PROVIDED �(0 '� pESIGPJ OR CONST(,�CT,tiI, ERRORS. stop work and notify Architect immediately. In most cases assumptions can be verified prior to 9 9 y P Q start of work with test holes, if this can be done -it is expected to be done prior to start of work. and where possible shall be left visible. DwG-------DRAWING R---------RISER \Gp. �" ZE P P 58. Double joists under all partitions parallel to same and around all openings (E)-------EXISTING REF.-----REFRIGERATOR �\� (�� 7. The Architect/Designer assumes no responsibility for construction conforming to these plans; r P . PEA--------EACH REINF-----REINFORCING �, G �Q. 0 NOT o means of construction, methods, techniques, sequences of procedures, or for safety precautions 59.?,icroLam,LVL`s and I Joists are to be installed in strict accordance with manufactures specifications LVL s and EL--------ELEVATION RENOV-----RENOVATION 1�'_ O, 6 & �Q' Hi Ca �1 D 0 PROCEED WITH I joists to be by Trus Joist Silent Floor System. No substitution is allowed without written consent of Architect RET-------RETURN ��' /L �� �(,�` _� and programs in connection with the work, or has he/she been hired for supervision unless specified. ELEC------ELECTRIC O v , 9/ �� � FRAMII UNTIL SURVEY " `_ prior to construction. ENCL------ENCLOSED REV-------REVISE �, �� O S CTP` 8. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the s' !' Z o w " RM--------ROOM , F y OF FOUNDATION LOCATION � fitting to other work; for work to be confirmed and correlated to the site; for information 60. Builder is to procure a placement plan from I Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) EQ--------EQUAL SCHED-----SCHEDULE ��P P Fq0ti F,9 HAS BEEtJ APPROVED. N W pertaining to the fabrication procedure or to the means, methods, techni ues, se uences and 61. For 1.9E Microlam LVL EQUIP-----EQUIPMENT S Q� P g P q q n EWC-------ELEC WATER COOLER SEC-------SECTION , �,�. y� �'� 9 P 1 W procedures of constructions; and for the coordination of work with all trades. The verification a) A minimum of 3 of bearing at ends, EXH-------EXHAUST SH--------SHOWER �P�� 6•�,p 12 o = of the physical interrelationships of elements of the work from plans and specifications and b) 16", 18 and 20 deep beams are to be used in multiple units only. FIN-------FINISHED SPEC------SPECIFICATION A�� CEILING CONSTRUCTION S2 E J in the field Is the contractors sole responsibility. Architect's review of the contractors c) Nailing pattern for assembly of multiple units is to be a FIXT------FIXTURE STL-------STEEL .-I W o submissions does not relieve contractor from these responsibilities minimum of (2) rows of 12d nails at 12" o.c., (3) rows of 12d nails FT--------FOOT STD-------STANDARD v� ¢ o � 1 9. Architects site Ian is only schematic. All information is as indicated on owners surveyand shall at 12 o.c. for WIT 16", 18 and 20 beams. GA--------GAUGE STOR------STORAGE CV �C M o n r r r r revail. P Y d) Assume Flo = 2,600 psi, E - 1,900,000 psi. GALV------GALVANIZED SIMPSON STRAP TIE LSTA15 240 ASPHALT ROOF SHINGLES �C o P SURF------SURFACE 10. Existing conditions indicated were providled by owner. 62. For "I " joist's: GEN-------GENERAL SYSSUSP------SYSTEMDED PLACED OVER RAFTER TO RAFTER 11. Do not scale drawings. Written dimensions supersede scaled dimensions. Jo " GL--------GLASS (NOT REQUIRED IF 2"X4" C.B'S 1/2" CDX PLYWOOD OVER 15LB. FELT PAPER �oW z 9 P a A minimum of 2 of bearing at ends, TFW--TOP OF FOUND. WALL e.1) F-- E W g GLZD------GLAZING �, RAFTERS (SEE PLANS) � W 12. Architect has not been retained for on site inspections and/or observation of the construction. ; GR--------GRADE TEMP------TEMPORARY @16 O.0 RAFTER TO RAFTER IS �o W � W. 13. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest b Lateral support is required at bearing points. TO OPENING M Q N cYP-------GYPSUM R-19 INSULATION m z edition Articles 1 through 14 inclusive, is herebymade a part of this specification and the terms 63. Install bridging in all floor and flat roof joists, ceiling joists & beams. Bridging shall be installed HOL. MET----HOLLOW METAL TR--------TREAD USE @ UPPER 1/3 OF PLATE TOnVII¢ "' UNFIN-----UNFINISHED thereof binding to the contract agreement to the same extent as if herein written out in full. A at 8-0 o.c. max. and shall be Simpson Tie type NB cross bridging.. H.P.------HIGH POINT » g 9 P 9 9 ID--------INSIDE DIAMETER UTIL------UTILITY UNDERSIDE OF RIDGE) I� MIN. 1 SPACE FOR VENTING OF INSULATION � N copy of this document is available at the office of the architect for examination. 64. All headers to be (2) 2"X12" unless otherwise noted. 14. Owner warrants that contracts to perform the work contemplated by these plans will not 65. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood INCL------INCLUDE VERT------VERTICAL (USE 12-10d NAILS) nnrv)f ` Q a i3 � deviate in any material respect from the general notes herein and tfie pertinent drawings and Association Standard PP INSUL------INSULATE VOL-------VOLUME CEILING JOISTS (SEE PLANS) M � z V.I.F.----VERIFY IF FOLD Z s ecifications. LAM-------LAMINATE � � CD =o P aledral Flooring - 3/4 thick - interior (b-d) LAV-------LAVATORY V.W.O.--VERIFY WITH OWNER 1/2 GYPSUM BOARD e- z o � m � -- SUBMITTA bRoof and sidewall sheeting - 1/2 inch exterior (c-d) LF--------LINEAR FEET WD--------WOOD N in J - 15. General: Submit samples, shop drawings), product data, test reports and data, manufacturers 66. C all ca ceilings and around all skylights, notch holes as allowed by New York State -------_ WOLM.--PRESURE TREATED A.C.Q. (1C(�i IP�1\1 r^►f� o � o Q . name, certifications, and procedures for all specified items and as requested by Architect. Shop Code for proper through venting of batt insulation to allow for clear venting from soffit vents J lJ I '�J N drawings shall conform to the best standards dards of the construction industry and shall be prepared through to the roof venting system used. KEY TO SYMBOLS FACIA BOARD AS SELECTED lB 0 tW E-R ` f 1` I � J V) Z b and under supervision of competent len ineerIn personnel. 67. Provide fire stopping in floors, walls and other framed compositions as required b the New York State 2002 Building Code EXISTING WALL TO REMAIN SIMPSON HURRICANE TIE H2A SEAMLESS GUTTER �"`"�IZ�`) UNLAWFUL _ N Z y P P 9 9 P PP 9 P q Y 9 I� o 16. Stress graded lumber and timber: and any local codes having jurisdiction. PLACED AT EACH RAFTER 1 I a) submit name of supplier and certificate of inspection stating grades of lumber used DEMO EXIS'G WALL (USE 5-8d @EEACH END) SOFFIT WITHOUT CERTIFICA I I N ,. in fabrication WINDOWS dt DOORS BEARING WALL b) Submit name of manufacturer of metal structural timber connectors with printed 68. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically 2" CONTINUOUS SOFFIT VENTOF OCCUPANCY weatherstri ed, including an aluminum saddle. NEW WALL SECOND FLOOR _ product catalog. PP 9 17. Structural Steel: 69. Where existingwz!ls are to be removed or new openings are called for in existing walls, prior to removal of existing IRESTOPPING AS PER CODE � a) Submit shop drawings for structural steel members shown in the drawings. walls, ceiling beams, roof rafters, ect., contractor shall brace existing until new header as specified is installed. (±) - MAY VARY WALL CONSTRUCTION W _ 70. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall N� CD - Of 18. All items removed in the construction shall remain the owners property with the exception of debris be provided with double glazed insulating glass and fiberglass screening. SD SMOKE DETECTOR a Q S ? 3 which shall be carted off the site and Legally disposed of. 71. Anderson windows have a 15% return charge on standard windows (in stock) and will not accept 1/2 GYPSUM BOARD W_< _ � 19. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and returns on special orders. Contractors/owners to verify that window sizes shown on their plans H CABON MONOXIDE DETECTOR SENSOR 2"X6"WOOD STUD 16"O.C. z u- W shrubs . Areas damaged due to new or additional construction shall be restored to it's original are correct prior to ordering windows. Return charges / no returns allowed are the FLOOR JOISTS (SEE PLANS)- R-19 INSULATION �L- condition. responsibility of the contractor. 3/4 T & G PLYWOOD SUB-FLOOR �- CD 20. Where existing walls are removed or new openings are called for in existing walls, prior to removal 72. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field F FAN/LIGHT 50 C.F.M. FINISH AS PER OWNER 1/2" CDX PLYWOOD of existing walls, ceiling beams, roof rafters, ect,.contractor shall brace existing as required determined upon completion of framing. 4- 13EAMuntil new-header as specified is installed 73. All entrance doors to have storm door or certified U value of .40 or less. - TYVEK VAPOR BARRIER DSCAPING 74. All interior doors to be 1-3/8" hollow core luan veneered with appropriate hardware. (Owner is " �s 21. Driveway and base paving shall be as pier town regulations. to select all doors and all hardware) r F_ 7 1/2 FOAM BOARD( IF APPLICABLE) E _ Y Q 9 P 9 O STL PIPE OVER P.C. FOOTING �� o 22. Contractor shall strip topsoil from front yard, side yards, and to 30' from rear of residence and 75. Window manufacturer as noted. Provide at least one egress window l w clear height oQening and L SIDING o 20" clear width opening min. 5.7 s ft. or 5 s ft. on rade level with sill within 44 to rade. "IMn "t1 N W o upon completion of construction, final rade and seed this area for a lawn. P g q ( q g r g1-11 TV grade 76. Glass in sidelights, showers, slidin lass doors or equal) and in interior partitions 18 or less above 23. Grading around new construction shall slope away from house and blend into existing. 9 " g.g ( q ) p PUR$U,QN�''� �4t� � ,.,�, '- 24. Construction shall (unless directed otherwise by owner) include in his work, removal of existing the floor and as per the 2002 Residential Codes Of New York State R308.4 (Hazardous Locations) shall be T� ALIGN on shrubs and trees within the area of the new addition and transplanting of same to a location tempered safety glass with marking labels as per R 308.11abels as per Section 308.1 SIMPSQN LSTA30 STRAP FIRESTOPPING AS PER CODEOF THE TIWN @i selected by owner. nNNISHES - - RIDGE PLACED @ MAX. 16'O.C. FROM STUDS o 25. Contractor shall stipulate an allowance for landscaping. 77. All finishes sh ,patch existing as close as possible. "-y t � TO STUDS AND AT EVERY 1 N o 0 78. Patch as requif- al! areas where existing has been removed and/or new work abuts existing. �_i P.C. PIER (DIAMETER SHOWN ON PLANS) STUD MIN. 4-0 OM CORNERS _ FLOOR CONSTRUCTION FOUNDA710N AND FOOTING 79. All drywall shall be U.S.G. National Gypsum Co. 1/2" thick, taped and spackled 3 coats. AND AT WINDOW AND EXTERIOR 3/4" T & G PLYWOOD SUB-FLOOR �� SECTION NUMBER ( ) FINISH AS PER OWNER - �-� \� 26. All footings to bear on .pdisturbed/virgin sol with a min. allows le soil pressure of 3000 Ibs./SF and shall 80. All Wallboard shall be primed and painted where exposed using best quality factory mixed paints DOOR JACK STUDS CAN BE INSTALLED OVER SHEATHING have a minimum of 3-0 of cover. Soil is assumed to be sand/gravel, with a minimum trace of dry clay. min. 1 coat primer & 2 coats finish or more as required. SECTION (USE 5-10d NAILS AT EACH STUD) i,- Q n ��:t J, 27. Soil tests are required as per Section R 401.4. 81. Owner shall select oil colors: (re: appliances, paint, tile, carpeting, exterior staining, counter SHEET NUMBER FIRST FLOOR FLOOR JOISTS (SEE PLANS) U � Lu L�\�<; �I/ tops, vanities and kitchen cabinets.) W IL/ 4- 61, y�n\ 28. Top of footings shall be kept below frostt lines. Contractor shall verify minimum depths required with g2. Contractor shall stipulate ulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, F- `� r �` � ��, -+?� � local Building officials. See table R.301.2 (1). cabinets, countertops and vanities. SIMP50N LSTA12 STRAP R-19 INSULATION = W �' >,,`+.� , ,LI 29. All footings to have (2) #5 rebars. PLACED .@ MIN. 16 0. FROM STUDS -I �'`'v` 30. Stepped footings where required, shall have a vertical to horizontal ratio of 1:2 and shall not exceed 83. Carpeting shall be famished and installed at owners expense. �I,+ U Q z `� `" 4` ' q 84. All exterior siding shall be selected b owner. Cedar shall be coated with reservatives to TO RIB ON„ AND AT EVERY 1 ' `' ' f`_ ' `'" a slope of 30 degrees. Actual location of stepped footings to be located in field and are g Y P ® � LV1�L IL �� ' `'�" ;" conceptual in nature on foundation plan.. retain its naturol color. r STUD MIN. 4-0 FROM CORNERS COMPLY WITH CHAPTER"46" Q - `��� ,/ 31. The foundation as shown on the construction documents is predicated upon a site with little or no slope 85. Kitchen flooring shall be linoleum with a 4 high complimenting vinyl base. OWNERSHIP AND use of AND AT WINDOW AND EXTERIOR c,��'" di t DOCUMENTATION: FLOOD DAMAGE PREVENTION 32. All concrete to be 3,000 psi stone concrete 028 days. 86. Bathroom flooring shall be mosaic the or;mor or bed with glazed the base. Walls around tub and DOOR JACK STUDS GODE. --�'`��✓ � 33. Provide 15 felt membrane dam proofing over trowelled on mastic on all poured concrete foundation showers shall receive lazed tle to 6'-O* above finished floor and shall be set with mastic. All DRAWINGS AND SPECIFICATIONS, „ » T P P 9 P the shall be American or equal. AS INSTRUMENTS OF (USE 5-10d PER STUD (2) 2 X 6 SILLSOVJbLIdFE�d� \ walls from grade to footing as per code. q PROFESSIONAL SERVICE,ARE AND AND AT RIM JOIST) 34. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course 87. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, SHALL REMAIN THE PROPOERTY COPPER TERMITE SHIELD WITH PAPER P P g 9 applying 9 P P g k y OF THE ARCHITECT.THESE BE SIMPSON LTP4 and shall be dam roofed edge of footing to underside of sill, and then a I 'n asphalt pargin on towel rack, shower roc , shower curtain rods and clothes hooks as selected b owner. COATING SIDE DOWN ON SILL SEALER CR 1 to from edge of footing to rade. Apply a to coat of cement parging from to of rade to sill for 88. All lumbin fixtures shall be American Standard or a ual with Moen faucets for sinks and DOCUMENTS ARE NOT TO T, P 9 9 9 PP Y P P 9 9 P 9 p q USED IN WHOLE OR IN PART,FOR PLACED @MAX. 16"O.C. FROM RIBBON SILL SEALER finish. lavatories (verify with owner). ANY OTHER PROJECTS OR TO SILL PLATES c/) 35. Basement/Crawl space construction: If at any time during excavation, the soil appears to be 89. All appliances shall be famished by the contractor and shall be G.E. or approved equal. PURPOSE.TO MODIFY OR COPY conductive to water problems, the contractor is to order a soil boringtest prior to further 90. Provide access to attic area b means of a 24"x18 removable panel in closet ceiling or pull THESE DRAWINGS AND SPECIFICATIONS (USE 12-8d PER TIE) , z Z P P i Y P 9 OWITHOUT FF LOUISE AAP AGNES ARCHITECT15IS SIGN " " ALL COaoO I !CTIOV SHALL O I-- excavation to determine the water level and presence of an underground spring. down stairs (verf- with owner). 36. Upon backfilling foundation, chemically treat soil for termite protection in addition to providing ROMING dt GUTTERS PROHIBITED BY FEDERAL LAW ANS 5TRICT " " 5/8 DIA. X 12 LONG ANCHOR BOLTS _ I- F • ITS OF THE o N termite shields or A.C.Q. sills. 91. All metal flashing where called for on plans shall be aluminum. EXIST FOR SUCH VIOLATIONS. @ 45 O.C. AND MAX. 12 FROM CORNERS EMBEDDED MIN. 7 INTO CONC. �-�I t V,!YG, STAITE z } g P BASEMENT -III-1 "�- LINE 61��GRADE o a 37. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). 92. Roofing shall be 240 /square asphalt shingles over 15# felt. =1 �v 38. If other conditions are encountered or special site conditions prevail the contractor is responsible 93. Install leaders, gutters, and drywells as required for proper runoff collection and distribution = I I EARTH BACKFILLED �SLOPE AWAYfor having the foundation redesigned and shall notify the architect/designer and as required to meet state and local codes. , ii=I FROM BUILDING FOUNATION) o� 39. All wood on concrete shall be A.C.Q. treated. PLUMBING do HVAC 1/2" EXPANSION JOINT FILLER _JQ 40. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be _JI- 5 8" dia.X 12" Ion and 12" from comers. Provide 2 bolts er sill lece minimum. 95. All plumbing shall be in strict conformance with the 2007 Residential Codes of New York State Chapters 25-32 Q z / 9 P P 96. Contractor shall reroute as required all existing plumbing, electrical and heating lines CONT (2)-#5 REBARS IN BOTTOM OF FOOTING Ld 41. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% densityy. q 9 P 9 g _ FOUNDATION CONSTRUCTIONME 42. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 degrees including air-conditioning ductwork which interferes with new construction. 4" THICK POURED _J 1-1 DAMPROOFING OVER w - or less. Concrete shall not be poured on frozen surfaces. 97. Modify as required the existing of fired hot water system to provide a separate zone CONCRETE SLAB W/ 6x6 10# /10# W.W.M. -I I =I II--. . . - gyp. with thermostat and controls for the new addition. All piping shall be insulated and run I -_ - _ 10" POURED CONCRETE FOUNDATION 0- Lu 43. All structural steel to be A-36 fs 36,0010 psi All shapes & plates shall conform to ASTM A36. concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of 6 MIL. POLYETHYLENE VAPOR BARRIER " 10" j" I=III=III U) 14 44. Design Values: sufficient length in each room for maintaining a 68 degree Fahrenheit interior temperature _ _ 10"X20" POURED CONCRETE FOOTING 6 COMPACTED POROUS FILL WITH KEY ON VIRGIN SOIL a) A.S.T.M. A-36 steel/Fr- 36 ksi at 0 degree exterior temperature with a 15 mph wind velocity at 36" above finished floor, I b) Bending stress = Fb= .66Fy = 24 ksi -(�"�,,�- I 24" away from exterior walls I=I I I=I I I=, � for compact sections (W & S shapes�) F 19 ,Y L 98. Sanitary disposal system shall be County Health Department approved for design and installation. I I I I I=I I I=I I = w Ci C) Bending stress Fb = .60Fy = 22 ksi I a System to be 1000 gal / min. septic tank and 300 sf wall area leachingg pool (up to 4 bedrooms) and - L- _ _ T z for non-compact sections. 1500 gal / min. septic and 400 S.F. wall area leaching pool for 5 and 6 bedrooms. Or as required by . I - I I- I-I I I- PLYWOOD SHUTTERS REQUIRE=D p ( i I I (=I I ;o I--I I I=I I I=I I ON ALL NEW WINDOW, SEE d Sheer stress (FN� _ .40Fy = 14.5 ) ,�� 2 O 20G$ County Health Department. I- = I I 1=1 I 1=1 11= e� Modules of elasticity29,000 ksi I I-I 45. Steel lintel schedule: iEfcimc i I- - I 2007 RESIDENTIAL CODE R3(01.2.1.2 U to 3'-6": 3.5"x3.5"x5 16" BLDG. DEPF. ;I I I- EXCEPTION P / L. T4?v N�g'►ITHOLn 99. 50 ch intermittent bathroom ventilation, or 20 cfm continuous not less than 3 square feet of DETAI # 11-1 I I -1 I I- I _ I I 3 6" to 8'-0": 5"x:3.5"x3"/8" q over 8'-0 6"x3.5"x1/2 aggregate glazing area with min. one half must be openable-see R303.3 and exception) I W Q 1- 1-- 46. 46. Wood shimming is strictly prohibited. Use steel and/or non shrink grout only. 100. Stair illumination as per 2007 Residential Codes Of The State Of New York R303.6 at all landings RESIDENTIAL CODE OF NEW YORK: ��p � (P w 47. All reinforcing rods shall be deformed of intermediate grade new fillet steel conforming to A.S.T.M. treads, interior and, exterior stairs. R30I.2.I .2 I I V ICAL WALL CTION 20 UNDISTURBED BEARING SOIL F,g u ' specification A-615 grade 60. 101. Install as per owners direction any and all intercom, telephone and/or TV antenna wiring in walls EXCEPTION: WOOD 5TRUCTURAIL PANELS WITH MINIMUM THICKNESS OF 7/1 G" NO SCALE �, • U- - CO 48. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. priqr to sheetrocking. All temperature control wiring shall also run concealed in walls, floors (1 1.1 mm) AND MAXIMUM SPANI OF 8 FEET(2438 mm) SHALL BE PERMITTED FOR is= to (0� � U 'r° 49. All bolts are to conform to A.S.IM. A-325. and/or ceilings. OPENING PROTECTION IN ONE-A\ND-TWO STORY BUILDINGS. PANELS SHALL "' ff � - 50. All wood/steel flitch plates shall be through bolted with 5/8"0 galvanized steel bolts ® 16" o.c. 102. EI@CtflCal Work t0 be Board of Fire Underwriter approved. BE PRECUT TO COVER THE GLARED OPENINGS WITH ATTACHMENT HARDWARE �;(7p�?�L'Y WITH ALL C4D�S O a``' a Z Q W Y � � staggered. Such flitch plates shall be supported on solid posts with 3/8 thick steel bearing plate 103. Furnish and install a single station smoke detecting alarm device where indicated on plan. (AJ 403.2) PROVIDED. ATTACHMENTS SHAILL BE PROVIDED IN ACCORDANCE WITH NEW`>'Or�,K STA-1 c & TOWN C" 7 Q ` . w o o fastened to the top ofthepost. See construction documents for the size of the post. Insure that Device shall conform to Section R317 of the 2007 Residential Codes Of The State Of New York. TABLE 8301 .2.I OR SHALL BE DESIGNED TO RE515T THE COMPONENTS AS REQUIRED AND CONDITI f `S C'I" J_ - > } N ' applied loads are transformed to all load carrying component pats. All steel palates shall be the 104. Carbon Monoxide detector sensor shall be provided on each floor AND CLADDING LOADS DETERMIINED IN ACCORDANCE WITH THE PROVISIONS BE Q Q " N same depth as that of adjacent wood members less 1/4 (1/8 at top; 1/8 at bottom). including cellar and shall be hard wired. W LU ,n " 51. Connection Materials bolts, nuts, washers nails, screws and the like shall conform to ASTM A307. OF THE BUILDING CODE OF NE1Mi YORK STATE. SOUTHOLD TOWN ZEA ( ) 105. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each n 0 -1 cn = z I� 110 Nails shall be hot-dipped galvanized in accordance with ASTM A153. sleeping space and on each floor level as per the 2007 Residential Codes Of The State Of New York R 317.1 TABLE R301 .2.11.2 SO'UTHOLD TOl"JN PLANNING GOARD �� -1 O Z J � � pU_ 52. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland 106. All electrical work to conform to the National Electrical Code and any applicable local codes, WIND BORNE DEBRI5 PROTECTION FASTENING SCHEDULE u T , , LI 'i N o - Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized and shall be approved by the "National Board of Fire Underwriters FOR WOOD STRUCTURAL PANELS ab'e'd, SOUTHOLD .O IN TRUST EES m Z§ '4 () � Q .o = is I-- joist hangers and connectors as shown sin the drawings. Minimum thickness of steel shall be 14 gauge. 107. Electrical and H.V.A.C. systems shall b designed b others, unless otherwise noted. z r- w Ys Y 9 Y N.Y.S•DEC N os X U Q of ►- 53. Structural Steel: 108. Contractor is to verify prior to contract signing all electrical fixtures, outlets, and switch location FASTENER SCHEDULE _ nw z = a) All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders as well as type and manufacturers. FASTENER TYPE PANEL SPAN 4 FOOT G FOOT J C/) 0 b) Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel 109. Service shall be 200 amp service with pushmatic type panel boards or as specified by owner. S4 FOOT < PANEL SPAN < PANEL SPAND I .Q Structures Painting Council and shall be painted with shop rimer 2.0 to 4.0 dr film thickness. S G FOOT S 8 FOOT 9 P P P Y „ 110. NOTE TO SUBCON ATR CTORS: Do not notch or cut holes into joists renter than that allowed ,;, CV Cn � f I G d f 2 I/2°#G ! t_ .713ER CERTIFICATION G `" c) Structural steel supporting wood framing shall be fastened to the wood framing with 1/4 clip angles in a esiden is o es Of The State Of New York Sta e R 5 2.8 1G1l 12" 9„ � -� Z WOOD SREWS SHUTTERS OR MISSILE TESTED WINDOWS FOR 110 MPH. WINDS REQUIRED _.Ao CONTEII BEFORE at intervals not to exceed 4-0 . a Notching: Maximum 1 6 depth within 1 3 of span not allowed within middle third of span.) 54. Paint for structural steel: ) 9' / P / P ( P ) 2 112"#8 Shop primer: Tnemec 10-99, Tnemec (Company or other accepted by Architect b) Bored Holes: Maximum 1/3rd of actual floor joist depth and no less than 2" from top or bottom of joist. Also, in no case wooD sREws 1 G" I G° 1 2" ' . `::�ICATE OF OCCUPANCY are notches to be placed in both edges if the near sides of such notches are closer than 12 OWNERS RESPONSIBILITIES AND DECISION d NOTE: IF PLYWOOD SHUTTERS ARE NOT INSTALLED PRIOR TO ., ',;.!SFR USED IN W.ti"'^�'R RAWINCs NO. rIeo�Ea W. W horizontally, nor are the near sides of notches and bored holes to be placed closer then 12 90a�D-4 N a. THIS TABLE IS BASED ON I I0 MPH WIND SPEEDS AND 33-FOOT MEAN ROOF HEIGHT. `_Y�SYS�TEM CA -'T horizontally, nor are bored holes to be placed near both the top and bottom edges if the `, [� �' r �, � . near sides of such holes are closer than 12' horizontally. b. FASTENERS SHALL BE INSTALLED AT OPP05ING ENDS OF THE WOOD STRUCTURAL PANEL. HURRICANE HOME INSURANCE MAY BE VOIDED THEREFORE (T IS THE i-,�,-1°"-CD 21i0 OF �% LEAD. .AS NOTI=D � c. NAILS SHALL BE I Od OR 12d BOX NAILS. > > NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO d. WHERE SCREWS ARE ATTACHED TO MASONANCHO CCO, THEYSHALL M ARCHITECTS SUGGESTION THAT ALL NEW WINDOWS ARE TO BE »B„ MISSILE 8 1Y./�8 ` I MANUFACTURERS RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO TERMITE SHIELD, CLIPS, ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING MINIMUM ULTIMATE ARCHITECTS 1211 �I STRAPS,SHINGLES,SIDING,WIDOWS.DOORS,INSULAIION, ECT. ECT. ECT. WITH°BAWL CAPACITY of 490 POUNDS. TESTED FOR 110 MPH. (APPROX. 100% ADDITIONAL COSTS TO WINDOWS) - 0420( QEQ�p CYC O 1 of 9 SHTS 1---,4- » » HIP ROOF GABLE ROOF DOCUMENTATION: OF NAILING SCHEDULE EXPOSU „ LSTA15 DRAWINGS AND SPECIFICATIONS, MAY USE LTS15 STRAP (USE BE ' NAILS) A5 INSTRUMENTS OF (CAN BE INSTA PROFESSIONAL SERVICE,ARE AND JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING I(USEE20�NOLS�R TIES OVER SHEATHING 5HALL REMAIN THE OF THE ARCHTECT.T E5EERTY . " F, CAN BE INST D 5 ARE NOT TO BE 2 DOCUMENT . :(IINVCLUDING 1 USED IN WHOLE IN PART F :.::..:...... OVER SHEATHI� oR ROOF FRAMING : . : :: .: :: :::: :: : --------� • ANY OTHER PROJECTS OR ERHANG RAFTER TO TOP PLATE PURPOSE.TO MODIFY OR COPY `\ (D �� ( I I I THESE DRAWING5 AND SPECIFICATIONS OE-NAILED 3-8d PER RAFTER CEILING JOIST TO TOP PLATE(TOE-NAILED) WITHOUT EXPRESS WRITTEN PERMISSIOPJ OF LOUISE A.AGNES ARCHITECT 15 ROOF RAFTERS 1 2"O.0 WALL @ 8-10" HIGHTPROHIBITED BY FEDERAL LAW ANS STRICT 3-8d I `� �� I I 1 I I ROOF RAFTERS I G"O.0 WALL 8-1 O" HIGHT 3-8d PER JOIST \ �� I i i i i ° EXIST FOR SUCH VIOLATIONS. ROOF SPAN I I I I I I I I I RAFTER TIE DETAIL CEILING TO PARALLEL RAFTER(FACE-NAILED) 12 FT. 20 FT. 28 FT. 3G FT. I I I I j I I I Simpson Strong Tie H2.5A RAFTER TO STRUCTURAL RIDGE (RAFTER @ 12 O.C.)RAFTER SLOPE: 3: 12 4-1 Gd G-I Gd 8-I Gd 8-1 Gd © I I I I INSTALL TIES @ EACH RAFTER TO PLATES RAFTER TO RIDGE TIE 4: 12 3-1 Gd 5-1 Gd G-I Gd G-I Gd AND PLATES TO EACH STUD HIP RAFTER TIE DETAIL Simpson Strong-Tie H2.5A 2 I I I I I I Simpson Strong-Tie H2.5A INSTALL TIES @ EACH RAFTER 5: 12 3-1 Gd 4-1 Gd 5-I Gd 5-1 Gd EACH LAP I I I (D I I ( I Simpson Strong Tie HCP2 INSTALL TIES @ EACH RAFTER I I I I I I I INSTALL TIES @ EACH HIP RAFTER TO PLATES (USE 5-8d @EACH END 7: 12 3-1 Gd 3-I Gd 4-I Gd 4- I Gd I I I I I (USE 5-8d @ EACH END) (USE 6-10d ® RAFTER AND 6-10d ® PLATES) (USE 5-Sd @EACH END) ) 9: 12 3-1 Gd 31 Gd 3-1 Gd 3-I Gd �� I 1 2: 1 2 3-1 Gd 31 Gd 3-1 Gd 3-1 Gd 3 I I I I I Use every other nail hole in a row to provide the Use ever other nail hole ROOF SPAN I �� \` I I I I I code-required minimum Y center-to-center in a row to provide the CEILING TO PARALLEL RAFTER FACE-NAILED 12 IT. 20 FT. 28 FT. 3G FT. ,� (D `� I I 1 I spacing for nails code-required minimum (RAFTER @ I G"O.C.)RAFTER SLOPE: 3: 12 5-1 Gd 8-1 Gd I I -I Gd 14-1 Gd _�_____ �_ _�_____�_ center-to-center G--------, spacing for nails 4: 12 4-1 Gd G-I Gd 8-I Gd I I-I Gd O P g 5: 12 3-1 Gd 5-1 Gd 7-1 Gd 9-1 Gd EACH LAP 7: 12 3-1 Gd 4-1 Gd 5-1 Gd G-I Gd 9: 12 3-1 Gd 3-1 Gd 4-1 Gd 5-1 Gcl 3 12: 12 3-1 Gd 3-1 Gd 3- 1 Gd 4-1 Gd ROOF FASTENING ZONES FOR WIND UPLIFT, INSTALL CROSS BRIDGING MIN. 8'-0" O.C. FLOOR JOIST Simpson Strong—Tie NB ROOF SPAN (USE 2-10d EACH END) CEILING LAPS OVER PARTITION(FACE-NAILED) 12 fT. 20 FT. 28 FT. 3G FT. ROOF SHEATHING FASTENING SCHEDULE (RAFTER @ 12 O.C.)RAFTER SLOPE: 3: 12 4-1 Gd G-I Gd 8-I Gd 8-1 Gd ,y 4: 12 3- 1 Gd 5-1 Gd G-I Gd G-I Gd 5: 12 3-1 Gd 4-1 Gd 5-I Gd 5-I Gd EACH LAP REGION NAILS PANEL LOCAl10t��) ROOF FASTENING ZONE 7: 12 3-I Gd 3-I Gd 4-I Gd 4-I Gd 1 2 3 RIBBO 0: 12 3-1 Gd 3 1 Gd 3-1 Gd 3-1 Gd HIGH WING 8d PANEL EDGES (b) ° 1 2: 1 2 3-1 Gd 3 1 Gd 3-1 Gd 3-1 Gd 6 6 4 Provide minimum $ UPLIFT COMMOMN PANEL FEILD 6 6 69- H6 end distance ROOF SPAN Equal number of (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE specified nails CEILING LAPS OVER PARTITION(FACE-NAILED) 12 FT. 20 FT. 28 FT. 3G FT. END WALLS in each end (RAFTER @ I G"O.C.)RAFTER SLOPE: 3: 12 5-1 Gd 8-1 Gd I I -I Gd 14-1 Gd (b) USE 8d RING-SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS WALL STRAPING DETAIL 4: 12 4-1 Gd G-I Gd 8-1 Gd I I -I Gd GREATER THAN 25' impson Strong-Tie LSTA30 and H6 5: 1 2 3-1 Gd 5-1 Gd 7- 1 Gd 9-1 Gd EACH LAP INSTALL STRAPING @ 16"O.C. WALL STRAPING DETAIL INSTALL SOLID BLOCKING MIN. 8'-0" O.C. 7: 12 3-1 Gd 4-1 Gd 5-1 Gd G-I Gd NOTE (ON LSTA30 USE 5-8d @STUD AND@ FL. JST.) Simpson Strong-Tie LSTA30 9: 12 3-1 Gd 3-1 Gd 4-1 Gd 5-1 Gd (ON H6 USE 8-8d @ EACH END) INSTALL STRAPING @ 16"O.C. 1 2: 1 2 3-1 Gd 3-1 Gd 3-1 Gd 4-1 Gd THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS (USE 5-8d PER STUD) FROM THE AMERICAN FOREST AND PAPER COMPAN WAS UTILIZED IN THE (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE STRAP DESIGN OF THIS STRUCTURE: FLOOR JOIST BRIDGING OPTION A OR B ROOF SPAN WOOD FRAME CONSTRUCTION MANUAL COLLAR TIE TO RAFTER(FACE-NAILED) 12 FT. I G FT. 20 FT. 24 FT. 28 FT. 32 FT. 3G FT. 2001 EDITION (RAFTER @ 1 2"O.C.)RAFTER SLOPE: 3: 12 4-8d 5-8d G-8d 7-8d 8-8d -- -- 4: 12 3-8d 4-8d 5-8d 5-8d G-8d 7-8d 8-8d 5: 12 2-8d 3-8d 4-8d 4-8d 5-8d 5-8d G-8d Simpson Strong—Tie G: 12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d G-8d LSTA 12 7: 12 -12: 12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d 5-8d Simppson Strong-Tie (USE 5-10d PER STUD AND AT RIM JOIST) HT 22 Q WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THE (USE 32-16d NAILS) a cn COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. U 0 C) NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE STRAP LLJ Simpson Strong—Tie = ~O COLLAR TIE TO RAFTER(FACE-NAILED) ROOF SPAN LTP4 12 FT. I G FT. 20 FT. 24 FT. 28 FT. 32 FT. 3C FT. • a (USE 12-8d PER TIE) U Q z LLJ (RAFTER @ I G"O.C.)RAFTER SLOPE: 3: 12 5-8d 7-8d 8-8d 9-8d 1 I-8d -- -- Q ►L 4: 12 4-8d 5-8d 7-8d G-8d 8-8d 9-8d I I-8d '` ^: 5/8 ANCHOR BOLT (NOTE: STRAPING CAN BE INSTALLED Simpson Strong—Tie 5: 12 3-8d 4-8d 5-8d 5-8d G-8d 7-8d 8-8d H2.5A : - OVER SHEATHING) ��� " - G: 1 2 3-8d 4-8d 4-8d 5-8d 5-8d G-8d 8-8d (USE 5-8d @ EACH END) y`�� 7: 12 1 2: 1 2 3-8d 4-8d 4-8d 5-8d 5-8d G-8d G 8d WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THELWU COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. N o WALL HOEDOWN ANCHORS BLOCKING O RAFTER(TOE-NAILED) 2-8d EACH END WALL TO FOUNDATION(SLAB) CORNER STUDS/ SHEAR WALLS: ALL EXTERIOR WALLS INSIDE" WALL TO SILL PLATES RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END .. ...... ..... . . AND OUTSIDE N DER JACKS WITHIN 2 0 H 2.5A C�?16 0.C. I E COR ERS AND ALL HEA — LSTA12 AND L FROM INSIDE AND OUTSIDE CORNERS LACED X16 O.C. a WALL FRAM I NG A . LOAD PATH DIAGRAM TOP PLATE TO TOP PLATE FACE-NAILED 2-1 Gd PER FOOT Li DRAG TIE ACROSS BEAM SPLICE Z TOP PLATES AT INTERSECTION(fACE-NAII ED) 4-1 GCI J I - EBEAM SPLICE • (DESIGN BY OTHERS) �--M AX. 6 FROM EACH CORNER ON Z STUD TO 5TUD(FACE-NAILED) 2-1 Gd 24" O.C. 6.,/ TO PROVIDE MAX. 12" SPACING Q HEADER TO HEADER(FACE-NAILED) I Gd I G" O.C. ALONG EDGES ---SINGLE PORTAL SYSTEM 6 /�Q /� � ui 2-I Gd PER 2"X4" STUD DOUBLE PORTAL SYSTEM MP z O F- 3-1 Gd PER 2"XG" STUD Z Q Q TOP OR BOTTOM PLAT TO STUD(END-NAILED) W p 0_ 4-1 Gd PER 2"X8" STUD ------ BOTTOM ---- i— cn BOTTOM PLATE TO FLOOR JOIST BAND J015T, 2-1 Gd ' PER FOOT I/I ------ > V) O • b Q z I A �� AX. 6 FROM _ .: _ .. ..... .... ._ ... ._.. . .. . ... .. _... ...............:::: ..: . .-. ::::::. :.. . . ... / LST STRAP (MIN. \ \ q ENDS l�Q QC 2 • / AT BEAM TO POST HEADER (SEE PLAN) .. OF TOP SILL PLATE � F-- . . . .. . ... ... .. ......... \ .... . .. . . .. .. ...... .. .. . .... ...... . . .. . ::.::.:.:. FLOOR FRAMING ; \ / :'. . ........ ...... . ......... . ..... . .... ....... ............ .. .. .... ........ .. . .. ............... J015T TO SILL, TOP PLATE OR GIKDER(TOE-NAILED) 4-8d PER JOIST I /\ I 8' MIN. 18'6" MAX. \/, I� i _. _ >�� '; OQ = 3" STEEL WASHER O BRIDGING TO J015T(fOE-NAILED) 2-8d EACH END I i (3)—LTP4 AT SUPPORT \ I // 1 ": ' ;.• ". '.''•; :•: 1 I POST TO STRONG—WALL I i 16'4" MAX. I �'''f•. _ . W CD BLOCKING TO J0I5T(fOE-NAILED) 2-8d EACH END POST r..;':';;•.; __j z BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 Gd EACH BLOCK --- ----- -- LEDGER STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T - \� / � � HEADER SUPPORT POST , � \II 5 8" ANCHOR BOLT •f , (DESIGN BY OTHERS) \ ° :y: ;;.:' =W Z W JOIST TO LEDGER TO BEAM(fOE-NAILED) 3-8d PER J015T ;„ I " ; I 1 U o BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T I \/ 1 �� I \ 1 ` Typical Anchor Bolt Detail W __j O \\: COLUMN BASE � \ ,: -- ANCHOR BOLT SPACING z- BAND JOIST TO SILL OR TOP PLATE(fOE-NAILED) 2-1 Gd I PER FOOT (DESIGN BY OTHERS � I— _::.. :.:. :.: ...:.......:..:. a,a „ ANCHOR BOLTS SHALL BE INSTALLED AS PER WFCM 3.2B — ..:..... .... . ..:::. f �Q . ROOF SHEATHING : ... ........... . . . . . . .. ..... ...... ........ .... .... .... . ...... . . . . . • STRUCTURAL PANELS PANEL EDGES INTERMEDIATE "•• z 1/2 ANCHOR BOLTS TO BE AT MAX 30 O.C. SUPPORTS • ' "� 5/8" ANCHOR BOLTS TO BE AT MAX. 45" O.C. ROOF RAFTERS @ 12"O.C. INTERIOR ZONE 8d G" 1211 CONTRACTOR TO PICK OUT 4 FT. EDGE ZONE 8d G;; 12ij APPROPRIATE MODEL NUMBER ROOF RAFTERS @ I G"O.C. INTERIOR ZONE 8d G 1211 4 FT. EDGE ZONE 8d G" G" SINGLE AND DOUBLE PORTAL ASSEMBLY SINCE FIELD CONDITIONS MAY � Q r ; F_ . — I U Simpson Strong-Tie' Tle NOT AP p ng MAY PLY) CHANGE ` ....... U ... CEILING SHEAThING . :: ::. .. — WALL NAILING SHEATHING PATTERN 00 GYPSUM WALLBOARD 5d COOLERS 7 EDGE/10 FIELD 1. SHEATHING TO BE INSTALLED WITH 8d NAILS _ ... ..... .. ... .. .... .. ... . . .. S L" : ::: 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNER Q = Of WALL SHEATHING :. Z n 0 Z � p I . .. . ._. . -: w O Ery 0, 3 SPACE NAILS AT 6 0 C AT PLYWOOD EDGES � a � � CI' , STRUCTURAL PANELS PANEL EDGES INTERMEDIATE ' ° RAILING — Q — SUPPORTS 4. SPACE NAILS VERTICALLY IN PLYWOOD FOLD. :a Z Q Q J W STUD SPACING @ 12"O.C. INTERIOR ZONE 8d G" 1211 ? Z 4 FT. EDGE ZONE 8d Gil 1 211 +�- 0 z J ° U STUD SPACING I G O.C. INTERIOR ZONE 8d Gil 1 2 Simpson Strong-Tie 0 N O ° x PC (USE 14-16d NAILS) POST LL : U @° 16d NAILS AT 24 O.C. GYPSUM WALLBOARD 0 Q � 0- a w 4 FT. EDGE ZONE 8d G" 12" v , ` Q o GYPSUM WALLBOARD 5d COOLERS 7" 10" (SEE THE NOTES FOR pp /� V PARTICLEBOARD PANELS 8d SEE MANUFACTURER Ef FASTENING REQUIREMENTS) DRT$ l S — GALV.SCEW ) z E 2 .. .. .. ... ............. .. ... .... . . .... ... .. ... 0 4 U 8 S � O ', to CV (n o .. . . .. ..... . . . . .. N .. : FLOOR ShfAThING J ... . .. .... ..... ... ... ........ ... . ,u STRUCTURAL PANELS PANEL EDGES INTERMEDIATE SUPPORTS MINIMU \ I" R L 8d G" 1211 8d NAILS AT 6" O.C.ON ALL 1/2' PLYWOOD SHEATHNG SDECOVER _ Q PANEL EDGES RAWING No. FROJECT No. GREATER THAN I" I Od G" G" 8d NAIL AT 12"O.C. ON ALL FRAMING y��,r�' ,Yd"'f dasT X80)-4 N MEMBERS NOT AT PANELS EDGES '� ' SCALE Z3 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G INCHES ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE Simpson Strong—Tie 46 NOTED U PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PB (USE 12-16d NAILS) Simpson Strong—Tie c �p DBT1 (USE 1-10d GALV. NAIL). NOTE REFER ONLY TO THOSE DETAILS 8/12/O8 PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. T TYPICAL WALL OUTSIDE CORNER DETAIL 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I- I Gd NAIL PER FOOT. DECK DETAILS THAT APPLY TO THIS PROJECT DRAM MY, (INSIDE CORNER SIMILAR) Sim son Stron —Tie L E=— W. CWOMD Isr, O 2 of 9 SHTS L-�- IMPORTANT NOTE: ALL REMEN51ONS ARE (:)AND ARE TO E &RIIFFIIE7D� INFIELD SINCE DIMEEN1 IS MAY VARYDUEDUE TO WALLS B ING OUT OF PLUMB,ECT.HOLD OA D M�NSIONS AND THE ONES NOTED AS 'HOLD"ONLY. OUNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS NSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPOERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR N PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.ACNES ARCHITECT IS PROHIBITED BY FEDERAL LAW ANS STRICT EXI8T FOR SUCH VIOLATIONS. 8" DIA. P.C. MIN 36" S 48"X12" P.G. STOOP-- BELOW GRADE AT STAIR STRINGERS 12'-4" 18'-811 8'-0' (t)16'-0" EXIST. 61-211 151-311 10"THK. P.C.FOUNDATION ON 1011X20" P.G.FTG. W/2X4 KEY. PROVIDE TERMITE SHIELD 1"1-411 �– – – SILL SEALER (2)1X6 WOLM SILLS W/ V DIA. ANCHOR 5OLT5 A 23" O.G. AND 5'-111 - 12" MAX.FROM ENDS. M.O METAL AREAWAY WITH – I 2"X6" AGQ. LEDGER GRAVEL BASE – – – = LAG BOLTED TO FWH5068 f– – – – --I _, FOUNDATIONm I6"O.C. C2)2" 12" – – – – – – STAGGERED II ,� „ I 6" CQ. K.JS 'S 8 DIA, P.C. MIN 36 BELOW GRADE AT x+16"O.G. STAIR STRINGERS RAWLSPAGE FOUNDATION WALL — CW235 OVER FOOTING (SEE SECTION A, SHEET II F I I I P.CFOOTING'VMIN36" BELOW GRADE , DIAMETER 2S'-4118-10 'n AS SHOWN ALIGN LL SLABS N I _ CRAWL I I 6'-0" 6'-0" 5'-6" m SPACE e0 - - - CMINIS" CLEAR I I H.P. SLAB EXISTING — _ I I _ �� 4 P.C. SLAB UN XCAVAT D e I I I I E E �� �� ,_ �� g XS XI6 STEEL 12"0 12"0 I 4 8 III-Oill– 5 11 I ! � �' 5 Q STEEL PIPE ON sr" " " �'�. � I - PLATE ON NON SHRINK MASTIC, ANCHOR ��•��=T 3�1ti BOLTED DIRECTLY ONTO EXIST. FOUNDATION _ 2"X8" AGQ. LEDGER, ( I fT - F -7 T- 71 - - m ( - AND NEW CRAWLSPACE FOUNDATION WALL -ri 0 I LAG BOLTED TO CUT IN + (3)13 N X 111/$I I M=L AM 13)13i I I 111f8 t� =1_AM = (DOTTED) TYP. OF 2 I ��; r j FOUNDATION* 16 O.G. O BEAM PCT. – – !j j • .wry � I STAGGERED �v u 5 8 ;.;;. ._..t — I ` � � © �o — — — I T �� L -i D a J co o �r I � - - - - - - - - UNFINISHED RAILING AS Fm CODE p..,.. UTILITY BASEMENT DESIGN AS PER OWNER – ROOM _� ( -' l9'-0"CLC) ... .. ` – – – m - - - — (8'-4"GLC) '-4"CLG. 9'-0"GLG. � ®-6 — INSULATE WALLS —IJ I I `r SHOWS ACQ ble" TYPE"X" GYP.BD� J �I -a—I N ( 1-1 - TO ORM P ATFORM/LANDINGEEPERS ON CEILING MIN. 5 -0 4 P . SLAB WITH 6X6 10/10 SADDLE TYPE MECH U- II , I I N AWAY FIR FQ�Z––– –– W.WM. VER 6 MIL. VAPIOR 11 HANGER FOR 10 KIPS '\ z � \ o BAR IER AND 6" POROUS FILL 0 J L �4"x11 " Ma 'a1–�`I ALIGN BULD UP PLATFORM ABOVE AS I Z 5 F FLUSH SLABS REQUIRED e I I I �_� -� x NON GOMBUS ABLE 16" HIGH PLA ORM (• 0 I -711 PRO 110 JST'S I - - - - - - �4 I gl "O.Si_811 I 'Q FU . o - - � I a / — — L w �, — u- 4"PC.SLAB WITH 6X6 1010WWM. �., " I I w L I I DEFRE55 FOR FNISN ( I = o 20'-011 121-011 to N (22/4"XII"k- " M■LAM FLUSH N Ia _ J + - - , 1, — I I - - - - - - - - - � — � I _u - - 6 -o I EXISTING I I I >- L Q _ co CROSS HATCHED AREA SHOWS N I CRAUILSPACE DROP TOP OF FOUNDATION 8" a1 U -4 z =3 CROSS HATCHED AREA QI I I I IY co o co 1U Q/ Q a�iornrn HO DROP FOUNDATION // AS REQUIRED tOHOLD 2°1 SEP DOWN At FRONT DORR I J –J I L _a I � N zQ) Q W j — 0 LLI Q In 0 1 � n Cj 4'-4" 13'-0" 4'-4" 12'-0" 5'-4" 0 O Q °o-`� x 26'-0.1 X U Q r ,n In Q w z a� 83'-011 CV vl U O 0 J �� M4DOWELS, 12"LONG, I I FLAN II N DATION (TYP. WHERE NEWINTOING MEEEXI TIN FOUNDATION PL•AIV SCALE: /4' 1 -Orr- DRAWING NO. FRMCT NO. 0Sm4 d AS NOTIAI 8/12/08 DRAWN BY: to n CHECKED BY: O 3 of 9 SHTS L.A. IMPof ALL PEMEP THIS IS ANR DIMENSION. ppBE� NG OUT AS�HOLD OUNERSHI' DOCUMEN' DRAWINGS A AS INSTIta" PROFESSION SHALL REMA V-6" WIDE STEPS DOWN AS TI­ iENTe REQUIRED TO MEET USED IN WHO GRADE ANY OTHER PURPOSE.TC THESE DR" 5 RAILING AS PER CODE, WITHOUT EXF 1 DESIGN AS PER OWNER OF PIROHIBBITA ED EXIST FOR 81 18'-0" 12'-4" 18'-8" i 2'-0" 1, 3'-1" 3'-5" 3'-5" 3'-1" 2'-0" 6'-2" 6'-2" 9'-4" 9'-4" 3'-I1" STEPS DOWN AS 77 (E) REQUIRED TO MEET GRADE SPEAR WALL: I12" PLYWOOD ON BOTH SIDE OF WALL UNDER GYP. RAILING AS PER CODE, BD.FINISH O 5ALCON`'1' DESIGN AS PER OWNER 0 I w N DECK L (0113'-0" f2" (0211-10" CENTER UNDER KNEE WALL B cwl4-3 KITCHEN t1NE ofO1UMN I I (2)13/4"Xiltie" M■LAM 0 W%G�117� "Coo LABEL SELF C 12'-4" `�.4 11'-8" I'-10' 6 -0" CLOSING DOOR � I I =I-5LA oiCLCs'SN IX'ED AREA SHOWS CUT y I 8� y� AWAY CEILING TO ALLOW Z i MIN. 1'-4" HEADROOM AND X'D AREA SHOWS TOP OF FL.JST'S _� �0 I I _ REMOVE ROOF RAFTERS AND DROP 8 - USE SLEEPPERS TO SLOPE = 0 TIE IN ROOF RAFTERS t0 KNEE FLOOR MIN. Iia"/12" PITCH TO DRAIN 0 WALL ABOVE OUT THROUGHT SCUPPERS I _I DINING I I - _ AREA I I P;40 GR� � I oN m I Q u i_ " i_ " �_ n (L i i_ a 3/1 Z) 1L -10 11 0 4 10 9 2 8 2 / O� Gj -i Luj OF BEAM on �GJ p`JO BUILD UP FLOOR TO BE WATER TIGHT I J GGA G e C 2 13i.4 >G 55QDECK — 0���;5����'>> 3P 'SCREEN 3Pi, ecr. 1 3P'XREEN 34,X I DECORATIVE COL. _ G�Ppp� Q)� ON X� WALL 9 1 A I I (i I' OPEN TO ®_ FQg.0 I Q 4it Z' ABOVE t BA L W cp "C" LABEL SELF ^ ♦f— Q< —.—= CLOSING DOOR I I Ir (2)FL JSTS �r .n LL �z \ SCREENED-IN I4 r; LU a PORCH I LIVING �4 SADDLE TYPE a V U ' an \(t V-4"CLG. V.IF. a MECH. HANGER (E)FLOOR ACCESS - - I (9'-0�.) _ PANEL TO CO/TRAP GARAGE ¢ ; \ _ ' (2 FL.JSTS H.P. SLAB A FLUB FROM FUNAGE 5-2 X31 PRE-FAB u 9 1 J 1 , , BELOW C CLOSE IN I FIREPLACE, INSTALL ' u 01 a- d) CL 8 -T �4 ;n STRICT AC ORDANCE 0 N - FOYER N � , „ „ IL WITH MAl<IUFAC . PEGS. N IN STRICT �p I (EXIST. 16 T.J.I.FL.JSt Se16 O.C. (9 0 CLG.) ACCORDANCE TO � Sr � \ I I MANUFACTURES - 0 SPECIFICATIONS _ N D CO �� r+ / VERIFY IF THIS �p „ftp �' O z � I DOOR FITS PRIOR `� 'Q r TO CONSTRUCT ION Z_ _1 °N 6" ' �j /r 11'— - _ - I 4 9 DECORATIVE COL. ESIGN O 0 %o AS SELECTED BY 9 PANEL PANEL PANEL PANEL PANE 4'-10 GARAGE � 0 -04 1 (3)134"X16" M■LAM J 1 (3A314"X16" M-L M FOS 4- - FLUSHME C 2 C14 e (2)21IX12" E I — DECORATIVE GARAGE EN ER ENTRE' � - - - - - - �ul��- - -- - — F01'ER P FO,I,E N I � LINE OF ALCOINY O PS 0-0 _ ABOVE 6" TYP. BETWEEN UP (E) REQUIREDD MEET O CL SCREENS STEPSOWN AS 5 FURN HWH ,1 RADE (LING AS PER CODE„ (E) (E) — J DESIGN AS PER ER; — t dna 2'-0" 3'-1" 3'-5" 3'-5" 3'-1" 2'-0" 6'-6" 6'-6" 6'-0" 6'-0" ui ` Q 4'-4" 13'-0" 4'-4" 12'-0" V-4" 26'-0" (D /Z Lu 0 —t XON NEW SQUARE FOOT AREAS F I RST FLOOR FLAN 15T FLOOR SCALE: 1/4" - 1'-0" - FINISHED HEATED SPACE 1354 S.F. © � ® 41IX4" POST, ALIGN OVER 2ND FLOOR COLUMNS IN BASEMENT (FINISH AS FINISHED HEATED SPACE 1492 S.F. DIRECTED 8'11' OWNER) TOTAL 1 ® 6"X811 POST, BLOCK SOLID TO DRAWING No. FINISHED HEATED SPACE 2876 SF. FOUNDATION BELOW UNHEATED SUNROOM2 15 S.F. •= ALIGN UNDER POST ABOVE 4 DECKS/5ALCONY 215 S.F. COVERED ENTRY PORTICO 60 SF, 4 of 9 SH IMPORTANT NOTE: ALL FEMENSIONS REELD)STAND RE THIS IS AN ALTERATION.EXISTING DIMENSIONS MAY VARY DUE TO WALLS BEINCs OUT OF PLUMB,ECT.HOLD OA �I�HOLD°CNDY THE ONES NOTED OLLNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PRROPOERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PARE,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW ANS STRICT EXIST FOR SUCH VIOLATIONS. 12'-4" ol 4'-10" 3'-0" 6'-4" 6'-411 31_011 41_011 B OPEN I I I 0 `�----E—'v O � �- - - - - � I ED C614 FWH 068 C11114 CLG (2)211 11 It i C 13 (3) 1'3411 16" M=LAM C 3 2n"Xs '1_6�� - - 'l (�f)Y111X811 - ' l V I'-8 M STER = I \ 24"PCT. V \ `; 0011 / in I ® \ �0 "GLCs.) - I (8 0111GLG.) ( \ I I SLOPED I I _ I CLG 1"L48TE / I = N \ � I I '_ 12'-0" ® 171-811 = 0 8'-2" ► \ GOA r 0 j (2) "X1011 loNcq _ MATH UO \ / 1 p eo EL 9 10 U '( - � 14'-411 '_ 0' .� �Q . . . p-El-OW ell LOW PROFILE RIDGE VENT I - P� X I T INCA _ _ I-I,4LL o 2 FLOOR 2'-0" TYPICAL. RAKE OVERHANG *56 F _ � * 'IR O � LICN 11 II O *sD O _ JUNTO = 7�D c<n / g / SUIJE - _ G.) �8�m'� I I � V� ... ..�;:.::.> / SLOP DI FLAT FLAT I SLOPED I z 15 4 I CLG/ I CLG I CLG CLG rJ7 _ / :..:.:.......: ... :....... ... � 1_ II 1 011 15''211 Z – O ?� o I` s ld I \ / _ \ '� 8'-0"CLG.) iF- II I (2)211 211 Z= (2) 2"x1211 50 8 CWI4-2 e coY - o - BLIND ALUM. VALLEY FLASHING L� / — A ONS _X= MIN. 36" HIGH RAIL TO CODE— — (2)2"XIC" N z o Ld SHADED AREA SHOWS RAILWs AS PER CODE, HPGL RUBBERIZE ROOFING I ( ( o ROOF OVER ROOF DESIGN AS SELECTED BY OkER O I F 4"X4" POST ENCLOSURE, f DESIGN AS SELECTED BY OWNER O ( I N z 10'-10" 21'-3" 'I'-5" W la � - U7 00 z O Q :3 Y O 'd' LuICUQ Z Q I > SECOND FLOOR LANUJ 0 cn Q L Z SCALE: I/4" 1'-0" Q O Q � � � o Xv a Of It o Q w z a� "' u D �u o � Q 0 d) DRAWING N0. PROXCT NO. OaO4 d SC4S NOTED 5 8/10/00 DRAW BY: (0 J.T.S. CHECKED BY: O 5 of 9 SHTS �- A IMPORTANT NOTE: TO BE VERIFIED S AIRE (t)AND ARE INDSINCE IS AN NlXT�9S DIMENSIONS VARY DUE TO WALLS BEING OUT OF PLUMB,ECT.HOLD OA DI li4NOSDSC ONS AND THE ONES NOTED AS 'HOLD" ONLY. OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPOERTY OF THE ARCHITECT.THESE DOCIA'1ENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PER1185ION OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW ANS STRICT EXIST FOR 8UC 4 VIOLATIONS. lo (EXISTING ROOF AREA NOT CALCULATED INTO NEW ROOF AREA) 22'-811 IE 51 �- \ \ -,-2"X12" RRask o.C. -2"X12" RR'Sm16"o.C. / \" . ... :....... ...:. .................... ......... \ rL \� \ / \ \ \� CHIMNEY CRICKET \ ::. .......... ...: ......... ..................:.....:::........::...:.�::: \Y . ... 41 CHIMNEY e .. ....V. \ \ - ... ...:..... ."... . .. LOW PROFILE RIDGE VENT (TYP. AT ALL RIDGES) _ p NO G to 13/4"X14'P'I=LAM RIDGE / I4 UNDER. ........ - 1 i n i ( SCREENED IN / <:.:. -.° DOUBLE UP ROOF RAFTERS N k PORCH ROOF I \ (2)R " S , To CREATE WALKTHROUGH \ \ UNDER= r , (SEE SECOND FLOOR PLAN) o II O \ / \.� A\\ w/ .......... I Z U) ILL / w w/ _ I I o 12 ��► z \ \ PC "::::::: .... / W 201-0" / / ii " i ii i. ii i o i. �� :.;.......: / ^ Q W U (s) Z SWOOP UNDER 1'-0" O.H. OVER SWOOPED ROOF B — w I— ,= — co ,L a ()7) Lo a 00 � � C) � w �- Q > o � I Q z — Q to N NEW ROOF AREA CALCULATIONS (INCLUDES OVE HANGS) Z Q Q " w r- N R RR w Q w vz^M MAIN ROOF: + (22'-8" X 4'-0") PLUS o ROOF OVER SCREENED IN PORCH (400 SF.)= 1998.583 S.F. � O � a � _" o SAY 1999 SF. X U � Q Of `` 11) Q w z DRYWELL CALCULATIONS }- cam, cn V • . 1999 Sr-, X2" RAIN FALL/NR.=333.1 CUFT. OF DRYWELL REQUIRED O USE (1) 10'-0" DIA. RING X 4'-0" HIGH (212 CUFT.) + DOME (108 CU.FT.)=380 CU.FT.>333 OK 0 DRAWING N0. PROXCT NO. 0804 d tu 4S NOTED DRANM BY: to J.T.S. n CHECKED BY: O 6 of 9 SHTS 1--•A• IMPORTANT NOTE: ALL REMENSIONS ARE (s)AND ARE 1 THIS ISRIFIEDTIOND`XISTING — — — — — — — — — — — — — — — — — — — — — IF DIMENSIONS Tf VARY DUE TO 1ALLS BEING OUT OF PLUMB,ECT.HOLD O.A. �MHOLD DANA THE ONES NOTED 12 12 OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPOERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE ATTIC USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.ACNES ARCHITECT IS PROHIBITED BY FEDERAL LAW ANS STRICT EXIST FOR SUCH VIOLATIONS. FLUSH BEAM (SEE PLANS) 0 Q JUNIOR 5ATN MASTER SUITE BEDROOM I I e ars LIVING OOM KITCHEN RE BEAM (SEE PLANS) 0 o-� BASEMENT SECTION 15-5 SCALE: 1/4" 1'-0" I NEW ADDITION EXISTING C�W O W a N � o BLIND ALUM.FLASHING A I En ATTIC ROOF OVER ROOF z O U) ALIGN 5 IDG � I ca Z Z OO JUNIOR ATTIC SUITE T BE D i�00M °X4" BRACE BACKS w o m16"O.C. ELEy -14'-10' : N z -FT I I TT I I I I I I Rl NEW 2ND FLOOR A _ ALIGN LANDING WITH EXISTING SECOND FLOOR W (E)2ND FLOOR EL V-10" 00 (— SCREENED-IN e — — — — — Q FORCH (P LO LIVING f a � Yo -t f _ wLO DROP 8" PRIOR ROOM r } Q > > N TO FINISHES FOl' J LANDING BEYOND t0 Q — Q I N ALIGN WITH EXISTING FLOOR Q w , DROP TOP OF FOUNDATION ItCN '�a"/12" t0 DRALN D -6 fZ WALL a: PORCHn� O _j Lu o - EXStING PLACES NO W Rfco�o"` _1 O Z J � CD CD N O cfl TO REMAIN O Q x o (EXCEPT PROVIDE ACCESS FROM X U a CRAWL z (E) NEW ADDITION (EXISTING CONDITIONS �� w Z SPACE C�ARAC�E PROVIDED 5Y OWNER)) � }- cv cn �" u f;UATF-CRM— (E) IST FLOOR ELEv:O-0 0 0 BEYOND LIGN — � J ' LABS o 4 DRAWING NO. PROJECT NO. UTILITY BASEMENT 0604 d SCnIE ROOM (L-m":G5�iI A6 NOTEDlu Ilk SECTION A-A WAVIIN BY. 8 SCALE: I/4" ■ 1'-0" J.T.S. IN 0 e CHECKED BY: O '1 of 9 SHTS L.A. FLUE t0 BE MIN. 2'-0" ABOVE RIDGE AS REQUIRED TO ALIGN RIDGES IMPORTANT NOTE: AND FOi-i1'M SWOOP TO R VERIFIED SIONS ARE ELD)SIANGDE RE THIS IS AN A�T RATION EXISTING DIMENSIONS AY VARY DUE TO WALLS ALIGN BEING OUT OF PLUMB,ECT.HOLD O.A. �' pG DIMTISIONS AND THE ONES NOTED BLIND ALUM. VALLEY FLASHING AS 'HOLD"ONLY. 0 OWNERSHIP AND USE Or- DOCUMENTATION: FDOCUMENTATION: SIDING TO MATCH EXISTING o DRAWINGS AND SPECIFICATIONS, OR AS SELECTED BY OWNER MROFESSI M1ENTS aF 8910NAL SERVICE,ARE AND SHALL REMAIN THE PROPOERTY OF THE ARCHITECT.THESE o DOCUMENTS ARE NOT TO ME Q USED M WHOLE OR M PART,FOR ANY OTHER PROJEGTB OR PURPOSE.TO MODIFY OR COPY THESE DRAWMGS AND SPECIFICATIONS COL. DESIGN AS SELEGtED BY OWNER WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.ACNES ARCHITECT IS C PROHIBITED BY FEDERAL LAW ANS STRICT EXIST FOR SUCH VIOLATIONS. RAILING AS PER CODE, ALIGN DESIGN AS SELECTED BY OWNER DGE 0 12 / \ 12 Li �14 iA F 8 G _2 2ND CLG 2ND FL ELI '-4" P 0� / \ as WOOD WOOD \ PANEL PANEL \ \ EL 910" 2ND FLOOR _ 0 2 \ SCREEN SCREEN SCREEN SCREEN SCREEN 7711 —CAT€�8' ZT PANEL PANEL PANEL PANEL PANEL 21g_ IST FL EL 4'-0" `Q • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O U1 N OC STONE VENEER AS SELECTED — — — — — — — — — — DATUM EL 0'-0" BY OWNER _ ENTRY FOYER -1'-411-1 RAILING AS PER CODE, _ DESIGN AS SELECTED BY OWNER a' STEPS AS PER CODE AND DOWN AS REQUIRED TO MEET GRADE FRONT ELEVATION SCALE: / _ V-011— ALIGN \\ IDLE �G Jrry 1✓ .et "��I fi s Xzz C m m ALIGN I DGE N z 0 / \ 2ND CLG O 0 5 ALLILL Y, / \ \ } _ / _ G 13JOE � it G 13 J� 2ND CLG 6 C 14 / \ Ll �- 12 w 141-111114I dJ 2ND FL EL Ir w w-- -u z / \ EL V-10" 2ND FLOOR / } SCREEN SCREEN SCREEN SCREEN SCREEN F_DOOR PANEL DOOR PANEL PANEL W lU (r / v O00 1ST FL EL 4'-0" 1st FL EL 4'-0" Q o — ul aQoN � 0 0 0 0 0 0 0 0 IU 0wo J DATUM EL 0'-0" Z C- n O � cV O cD = GARAGE FOYER — w Q O a v x ENTRY FOYER -I'-4" — — — — — — — — — — — — 11L IDE w z allCW 5-2 1 L rn U U — O LU U 6 J (! = I I- - - - - - — J 9 EXISTING FOUNDATION DEPTH REAR ELEVATION a � — � SCALE: I/4" I'-0" DRAWING N0. PRwEcr NO. 0804 d METAL AREAWAY WItHSC � 4, NEW BASEMENT DOWN 4" 4S NOTED MIN. GRAVEL BASE _ FOUNDATION DEPTH 70/112/0a GRADEING TO SLOPE AWAY DRAWN BY. co J.T.S. e c4 CHECKED BY: O 8 of S SHTS L.A. IMPORTANT NOTE: ALL PEMENSIONS ARE (t) AIRE T 1518 Ah1RI�TRATIONDEXISTDCIENG DIMENSIONS Y VARY DUE TO WALLS 5SM OUT OF PLUMB,ECT.HOLD OA DIMENSIONS AND THE ONES NOTED AS 'HOLD"ONLY. ALIGN OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, - AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPOERTY /\ OF THE ARCHITECT.THESE DOCLtIENT/ \ ARE NOT TO ISE USED M WHOLE OR M PART,FOR / \ ANY OTHER PROJECTS OR / o o THESEDRAWT INasS AND SPBO MODIFY OR�ATIONB WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW ANS STRICT r / � o EXIST FOR SUCH VIOLATIONS. RAKE SOFFIT BEYOND / LLLIJ C \ SND CLCs � AI I 2 12 J 11 1 2ND FL EL 14'-4" 1111 11 Hilt WOOD WOOD WOOD IST CLG PANEL PANEL PANEL SCREEN SCREEN SCREEN PANEL PANEL PANEL �� _ —FIRSOOR HOUSE FIRST FLOOR N 5 0 0 0 0 0 0 0 0 0 0 0 0 DATUM EL 0'-0" GARAGE�OYER - LEFT SIDE ELEVATION SCALE: 1/4" 1'-0" `l Jjj tJ ALIGN ` wLij RAISE EXISTING FLUE TO 2'-0" ABOVE ROOF AT 10'-0" AWAY m o _ z 1'-0" O.N. OVER FAKE Z O Z SWOOPED RAKE LLJ 111111 lilt- III 11111 > —! LU wLA � z \ a � ( ) ( ) ( ) iIw 00 2NDF°O — — - - - - - L— - - - - - - - - - - - - - - - - — , Q �, 00 PLATr - - - - - - - - - - - - - - - - - - � - - — w �°c �- Q Eo0 � � � � Q z — Q � `; Cp NWt CV I uj LuO Q uj ozl� r^ � -i O cDN0 (D EICI El El 1=I EA EJ 1=� 0 Lj < (0 a-'-� X11) O W Z N Cn U U p DATUM EL 0'-0" " GARAGE FOYEREV71 � Q ENTRY FOYER -1'-4" N L�] L�l=I LLI Ll M I Ll Lj LL] Ll r7 mim DRAWING N0. PRoXcr NO. OaO4 d 45 NOTED N RIGHT SIDE ELEVATION DRAIIIINBY: J.T.S. e SCALE: 1/4" ■ I'-0" CHECKED BY: O S of S SHTS '4•