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HomeMy WebLinkAbout29381-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30318 Date: 07/28/04 THIS CERTIFIES that the building PDDITIONS/ALTERATIONS Location of Property: 2260 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO_) (STREET) (HAMLET) County Tax Map No_ 473889 Section 145 Block 4 Lot 4 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2003 pursuant to which Building Permit No. 29381-Z dated MAY 16, 2003 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 COVERED ENTRY ADDITION, ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT W & KATHLEEN KNAPP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1180008 06/08/04 PL04BERS CERTIFICATION DATED 07/23/04 RUSSELL WILLIAMSON 9 4 thoiKzed Slorgnature Rev. 1/81 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. 29381 Z Date MAY 16, 2003 Permission is hereby granted to : ROBERT W KNAPP PO BOX 1303 PORT WASHINGTON,NY 11050 for CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS PER TRUSTEES AND WITH A FLOOD PERMIT AS APPLIED FOR at premises located at 2260 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 145 Block 0004 Lot No. 004 pursuant to application dated APRIL 18 , 2003 and approved by the Building Inspector to expire on NOVEMBER 16, 2004 . Fee $ 404 . 20 r uth ize Signature a ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTI% ENT TOWN HALL ;i 765-1802 . 2 3 2u� APPLICATION FOR CERTIFICATE OF OCCUPANCI L----- -. 4 This application must be filled in by typewriter or ink and submitted to the Building Departmn't`s Tith4he:J�)llcnx ing: A. For new building or new use: 1- Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2- Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6- Submit Planning Board Approval of completed site plan requirements- B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. j' C. Fees / 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50-00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3- Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5- Temporary Certificate of Occupancy-Residential$15.00, Commercial$15-00 Date. � New Construction: }Old or Pre-existing Building:_ (check one) Location of Property- �a�6 P'e-0•fji�. 6"tIAi 7JlC/o hcJREA POV t(yy� House No. 'Street Hamlet e Owner or Owners of Property: �e, i e r� SuffollCounty Tax Map No 1000, Section Block Lot Subdivision u Filed Map. Lot: Permit No. y Date of Permit. Applicant: Health Dept. Approval: ! `5 Underwriters Approval= Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ' �;/� � co 5 3(J Applicant Signature - o�o�®�UFFO(�-Z®G�c , a Ca x Town Hall, =3095 Main Road � ® � � Fax(631)765-9502 Y.O.Box 1179 ��Jj®1 �aQ� Telephone (631) 765-1502 Southold, New York 11971-09:59 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION n, Date: Building Permit No. 9 I Z Owner: e t (Please�rmt) Plumber: 4%3 L// %J, (jLa. VKaz, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 41'z (Plumbers Signature) Sworn to before ine this G3 day of Tull( 2067 Vis:9; 9787�. tiF.+akbd 0 Suffolk Counny aFFLTj§.q �c,,by Notary Public, _5�+�1�County 1%Z-O() d rJ arJmrJrJr�r f� r_fr�fr�Pr ig]: rJ21"Rnra1trQnE rIJr LJ0ff30:1 �r�rJ7cPr�Pr�frJ�rJr�J�rJ@PrJ�rJ7rJr�rJ�rJ�PrJ� i5�] - 4 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 r5r+ BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 S 5 CERTIFIES THAT Upon the application of upon premises owned by 5 ROBERT J. CORAZZINI, JR ROBERT KNAPP 5 rj 320 RICHMOND LN 2260 PECONIC BAY BLVD PECONIC, NY 11958 LAUREL, NY 11948 5 55 5 5 Located at 2260 PECONIC BAY BLVD LAUREL, NY 119485 Application Number: 1180008 Certificate Number: 1180008 e7 Section: Block: Lot: Building Permit: BDC: nsl1 IIIS 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Rh Day of 5 June, 2004. Name OTY Rate Ratine Circuit Twe 5 Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 4 0 Smoke 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 Oven 2 0 72 KW 5 Exhaust Fan 2 0 F.H.P_ Hydro Massage Tub,Residential 1 0 5 Furnace 1 0 Gas 5 5 Wiring and Devices Outlet 49 0 Fixture Fixture 49 0 Incandescent _ - Outlet 58 0 General Purpose- - - - Receptacle 29 0 General PizTose Switch 50 0 General Purpose 5 Paddle Fan 3 0 5 Receptacle 9 0 GFCI sea/ Service - Continued on Next Pale 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 l7 r1 �[J@P[P[Pc frJ@J 1[P[J@P[focPcPcPcfa[PrJ�[P[nrJ�rJ@PcJ a[P[P[P[PcJtJ acPr�[P[JPL[P[JL[JrL[J�[P[J��. P[PcPL.PL.l J@Pr PrrP[PLPrr PCJrr1�cJ act arJ�r Pr M L7 ���r�nSrJ��r�r�r�Pn�l��r�ran�n�n�lan�ran��n��ran�zfr��ScPrJ?fr��n�n�nrm�r� e 5 - 4 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by rrr5 5 ROBERT J. CORAZZINI,JR ROBERT KNAPP 320 RICHMOND LN 2260 PECONIC BAY BLVD PECONIC, NY 11958 LAUREL, NY 11948 5 �5 5 Located at 2260 PECONIC BAY BLVD LAUREL, NY 11948 5 Application Number: 1180008 Certificate Number: 1180008 5 Section: Block: Lot: Building Permit: BDC: ns11 e 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: First Floor,Outside, r� CS55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 U herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 8th Day of June, 2004. 5 Name OTY Rate Rating Circuit Tvce 5 5 1 Phase 3W Service Rating 200 Amperes Service Disconn ct: 1 200 cb Meters: 1 5 5 5 5 5 5 5 5 - 5 sed! 5 5 5 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. n� @@amr ��P�fPcPf» ceImofP�� [ mofcafafC �ffCaf[ � afCeaaLfflP .L � fall Albert J. Krupski, President Town Hall N _ - James King.Vice-President �OS�FF�(�'� 53095 Route 25 Artie Foster �O ��j P.O. Box 1179 Ken Poliwoda y` Southold, New York 11971-0959 Peggy A. Dickerson y - Telephone (631) 765-1892 2 vv Fax (,631) 765-1366 o4, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 29, 2002 Glenn A. Haase, R.A. 58 Julbet Drive Sayville, NY 11782 RE: ROBERT & KATHLEEN KNAPP 2260 PECONIC BAY BLVD., LAUREL SCT11I#145-4-4 Dear Mr. Haase: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 24, 2002 regarding the above matter: WHEREAS, Glenn A. Haase, R.A. on behalf of ROBERT & KATHLEEN KNAPP applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated March 28, 2002, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 24, 2002, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, N'b'HEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Torun Code. WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of ROBERT & KATHLEEN KNAPP to construct an 1133 sq.ft. one-story framed residential addition with a deck, to the existing residence, with the condition that a staked row of hay bales is placed down around the perimeter of the property before construction begins, the septic system is relocated to the east side of the property, and that drywells and roof gutters are installed, all as depicted on site plan dated April 27, 2002. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule_) Fees: None Very truly yours, / Albert J. Krups'fci, Jr. President, Board of Trustees AJK/lms • Board Of Southold Town Trustees SOUTHOLD, NEW YORK a PERMIT NO. . .. ... June 29 2002 3�.... DATE: - _._. .... ._.._...._ t: ,- ROBERT & KATHLEEN KN.SPP.........._.._....._..._.. A'ISSUED TO . -........ _...................... .... �� .�utl�nxi�tt#inn - j Pursuant to the provisions of Chapter 615 of the Laws of F the State of New York, 1893; and Chapter 404 of the Laws of the g ' State of New York 1952; and the Southold Town Ordinance en- n titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS a IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'... and in accordance with the ' h Resolution of The Board adopted at a meeting held on ..April _2.4-,- 2002 .,2002 200.00 paid by and in consideration of the sum of ......_ _ ..... .._... Robert & Kathleen Kna {a .... ... PP ...._.. l ' of ._......Laurel N. Y. and subject to the ti Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s €�y Wetland Permit to construct an 1133 sq.ft. one-story framed residential addition with a deck,to the exist.residence.,witli the conditions that a staked row of haybales is placed down around " . perimeter of the property before const. begins he septic system . i all in accordance with the detailed specifications as presen e In s ' the originating appplication, is relocated to the east side of the s property,and drywells &gutters are installed, as per site plan r a dated 4/27 4W WITNESS WHEREOF, The said Board of Trustees here- '• by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. ni o �~ Ln � r k_ 9. Tr Feer w f � a 9 _ TERMS and CONDITIONS The Permittee Robert 8, Kathleen Knapp residing at 2260 Peconic Bay Blvd. , Laurel N. y as parr of the comideration for the issuance of the Permit does understand and prescribe to the fol- lowing: t: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any oper- ation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third .patties, and the said Perrn,ittee assumes fall liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2- That this Permit is valid for a period of . 24 toms. which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes ` to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orization was originally obtained- 4, btained4 That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with.the provisions of the originating application,may be cause for revocation of this Permit by resolution of the said Board. S. That thele will be no unreasonable interference with navigation as a remit of the work herein suithorized. j G. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks, r_ S" 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authored, or if, in the opinion of the Board of Trustees, the. wo&shall cause unreasonable obstruction to free navigation, the said Permittee will be required, . r upon due notice, to remove or alter this work or project herein stated without expenses to the Town . of Southold y 8. That the said Board will be notified by the Permittee of the completion. of the work ash- y orized. 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. ,t k. it 4 u TOWN OF 'SOUTHOLD PROPERTY RECORD" CARD OWNER STREET -2 - -) n VILLAGE DIST. SUB. LOT114- , 04, C, - d. 'J/�� �./"�4-1„.,,•'C..,1� oB :, I [ '?.m..•$'�R..fr.. :(•' .'�°`”' "-I�C., FORMER W ER N E ACR. a7rurrl +n9 kle v-efts, ,4 S W TYPE OF BUILD'IN d SEAS. VL. FARM COMM. CB. MISC. Mkt. Volo e -L LAND IMP. TOTAL DATE REMARKS ° J7 G �0 4 , 7 a,/d' DD D, 7 1 76 Sa ! 53 0. , zifirdel"' lv f. Cur^r L G ,3 ,".,, D _ ' �r ru a °� rll!' i°' J..7;> /' i Z Z ca® .:.:.:t+(�PR� v LL 4. 2S t'� I . W/Zr 7.. LuWw5r;3 a+ 0, (n44rrrnvf '41LL2 10 Ale r'ro r eita O O 0r, O 0 C7 a0 h L..'P C E`` 4o EK.1 y PJI/rra nQ ,s r :.t3Q �/ 00 /0.700 ?J, 3 `fCv �7 y°. £Sc T CS ,�.6ie� $;,' .�, . :1 z1✓ Qr� / NORMAL �P' X71 /`I� TEo�OC7aI CFJf)` .' C(. a Gaucvcc..'^r � S FARMAcre V41ue PeRe� Value Z(AA ? .B I,Ofi,1 : &1 JB "m dP� / �/�� J� c� [.7 �+ 9J( .�."._[.`�°:. ��L�P!" ate. `UULf iy'Lj �'.qF rluable'. I 1 I a, ,* tillable 2 F err � ` - :i � xs, O _ 4�' snra't r, � y � . ,,,, ("P32 Y`e.°"i'C° 'illable 3 $ rI-j�/t ore.t�tip :• +n/•L ��E10 0-nL Voodland N3 ;womplan. FRONTAGE ON WA-MR j Irushland FRONTAGE ON ROAD louse Plot �. DEPTH r � BULKHEAD i "ota l DOCK ' e ' z COLOR - 1 �u-GR 1 TRIM M.p BI g. ,21 Y,-2.5- Foundation c_�1 Bath L Dinette / Etens on (� X 7,(,pFULL Basement c�.�� Floors Kit. �! Extension ?2- �°�l Y Ext. Walls d ,.�, q Interior Finish L.R. ExtensionJ '�cJ-�c/ ' Fire Place Heat ®_B iAV) D.R. s y > 76g 2 5 yZ Woodstove BR. . -Re'fer-A �r g ' S ovf 2 © C) Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garaej" o _ r110 3 �o z��o 0.B. Driveway Rooms 2nd Floor �— wow o Y t = tSQ 7 ~j Pool 5 L) 3 / �en,a v e n �9 I i "' s!—F�it'S ^'-•� ' 7/Y/ . ■■■■■E MEMO■■■ ■■NEEMEN �. • ■MENEM■ MOM■■■M■■O■ ■M■E MOMMIN ■M■■E■ I11ME■MIN■■NMEMEMO ilmommilmomm O MM r NEE■■ ■ fl■■■EItIEEJiEm■■■■■ MMM■■ ■ ''RE■■■II■■■l■■■■■■■ ■■■E■Ol471pI9R3�1 ■■■■■■OMMMI I�iM■IMi�E�iM■EE■ES ■■■■E■■■ ■■ M :■� :■■■■MSE ■■MEN■■ M■MEM■MME ■■■ ME■NEON ■■WI■I! N©■■■ ■■E Glenn A. Haase RA. A.I.A. Architec=ts and Planners 58 Juibet Drive Sad-the New York it 882 Tel:(631)563-3343 Fax(631)563-3343 --epternbuer 28, 2003 -tfiyoICe Town of Southold Building Department Main Road, Southold, New York, 1197 1 Building Inspectors Be: I[naa&s Residence Ed2emereAvenue, Laurel. New Fork Tax PJIQy No:%'.-145-64-004 Bea-Building Inspector I am the Architect of record and 1 have inspected the proposed addition and alteraiion for the above referenced project- Please find enclosed a copy of certification of piles driven at the Knapps Residence 2260 pcconic Bay Boulevard,Laurel, New fork, by Chesterfield Associates,Engineers and Contractors. 'I Ce�tfirattOa of il'ie piless rs in accordaIIce with and exceeds that which waass regirired.by plans and specifications. Pili piles were driven to 1; tons and all work was done in a good professional ,:,- hke manner. On inspection of all concrete pile caps, footing and foundation walls I have noted again that this work was',done in accordance with plans and specifications-Foundation walls and footing placed meet and exceed that which was required in accordance with plans and specifications. Footing were poured continuously 2'wide. All site work and construction has been kept safe, clean and professionally good woa,urianship like manor - I here by certi f�-that all piles,pile caps, footings and four r -rcia on walls aieu�_ rtrozons were-ue stalled in accordance with plans and specifications- All work was executed in a professional and good wo:unship like manncr. If you have any questions please do not hesAate to Com. y_ : �+ - ^ MostYYk4w. Glenn ease R.. - A-LA rf i a F L / Or P l - v hesterrfield Contractors & Engineers ssociates Since 1968 v 56 South Country Road • P.O. Box 1229 Inc. Westhampton Beach, New York 11978 phone:631-288-5100 • fax: 631-288-5161 www.chestertieldassociatesinc.com E-mail:Info@chesterrieldassociatesinc.com August 7, 2003 To Whom It May Concern: This is to certify that the piles, which Were installed at 2260 Peconic Bay Boulevard, Laurel,NY were driven to a minimum tip elevation of -10.0 MSL and a minimum load bearing of 15 tons per pile. Very truly yours, ienreE. Grube l Manager I Swam to before me this una y ANET Searle o{�,yob 7t°da ugust, 2003. No.01CU6077055 Qualifiad in Suffolk Courtly i Commission F�Ires July 1, 2006 Notary Public New England Division: 123 West Shore Road•Westport Island, Maine 04578• phone: 207-882-5400•fax: 207-882-9308= Glenn A. Haase R.A. A.LA. Architects and Planners 58 Julbet Drive Saville,New York 11782 Tel:631-563-3343 January 27, 2004 Art: Building Inspector Town of Southold Building Department Main Street Southold New York 11763 Re:Knipp Residence 2260 Pecouic Bar Boulevard Laurel.New York Addition Framing Certification: Dear Building Inspector, This is a certification for the above referenced project. I have been notified by the contractor that an inspection is required by the Architect as to the workmanship and conformance with filed documents for framing construction of this project. I have inspected the framing on January 14 and have found that all framing appeared to be done in a good professional workmanship like manner.The framing has been performed in accordance with documents. The site was keep clean and no hazardous site conditions were apparent.No debris were found to be left on the site. Therefore; please except this framing certification for this proposed addition. If you have any questions, or wish to discuss this further, please do not hesitate to call 631-563- 3343 Most 'ncere / �� ��+�N A. A. gar: v s� Gle A. Haas R.A_ A. .A. !s l �t'4S jei Glenn A. Haase RA. A.LA. Architects and Planners 58 Julbet Drive Sayville, New York 11782 Tel:631-563-3343 January 27, 2004 I An: Building Inspector Town of Southold Building Department Main Street Southold New York 11763 Re:Knapp Residence 2260 Peconic Bay Boulevard Laurel,New York Revised Floor Joist certification Dear Building Inspector, This is a certification for the above referenced project_I have been notified by the contractor of a change from the submitted construction documents- Our plans called for the use of GPI(Georgia Pacific-I- floor joist(40x11 7/8"). Our selection for these joist were not as much for the required spans but as to there true level floors inherent in there manufacturing.We have found clients to be satisfied with the end result. The contractors selection and use of 2x12 @ 16" o.c_ in lieu of the GPI, is more then adequate and meets the requirements for the floor joist spans. The maximum span required is 9' and 2x12 of Douglas Fir no#2 is sufficient to a span of up to 16'-3" with a L/360 floor deflection.I have enclosed a copy of the Floor Joist Spans for Common Lumber as well as the Engineered Lumber Table by GPI for your reference. Therefore: please except this certification as an addendum to the file plans. If you have any questions, or wish to discuss this further,please do not hesitate to call 631-563- 3343 A. 9S h Most lace a t, im A. He R.A. A.I.A. ,p Ot�gsst i i+ Engineered Lumber Residential Guide System Performance The ultimate goal in the design of a floor or roof system is The and users safety and smisfac- lessen dandelion between adjacent joists and-increase load sharing.For increased goof tion.Allhoogb joists used of spans indicated in this guide meet orexmed minimum code stiffness,we recommend gluing the sub0oor m the jofs6 before nailing or screwing rather orimria and will safely support the loads imposed on drenr,judgement most be used he add- then nailing alone.For additional stiffness,glue tongue and gm eve joints.Surfaces mut be gamely meet user cogeneration levels.These expecttl0ns may Very man one userto another. clean and dry before gluing. •The specifier should consider the meaning of a given detlecuon limitin terms of allowable "As wish any conatrucdon,it is essential ad follow proper installation pm endures.Joinms deflection and the eMarts-this could have on the system.For example,TWO(span/3601 fora must be plumb and an chored securely to supports oefare Wmam sheathing is another. 30'sp an is 1"of dejection.U240 would be 1-112;'and 4180 would he Z'of deflection. Supports far multip le span joists mut be level.To minimizesettlement when using hangars, Consideration might also be given to cases in which a jomstwou a long so an parallels a joi Ya should be firmly seated in the hangar bode ms.Leave a 115"gap Demean just and short span or a foundation end wall.Far example,a Meted wdth up to l'of allowable live and header load deflection could be adjacent to an and wall with nn deflection,causing a noticeable .Vibrations limy occur in goursystems with very little dead load,as in large empty moms. difference in floor(eves under full design load. A ceiling marched m the bottom of the joi=-rs will generally dem pen vitiation as will interior -Astigerfloor will resultimm using a live load ddllecdon limit of U489 versusthe code pardtionwallsmnning perpendicularm mejiists.Ira ceiling will not be attechedmllre minimum L/30I.A mofsystme with lesstotalload deffectionman the codereguired U180 bottom pith.pars.vibration can be minimized by nailing a continuous 2 x 4 perpendicular may he acovered by using a criterion of 1/240he he bottom of the joists at did.-Ii an running from end wall to end wall.Where future fin- In addition in more stringent:defleadu a limits,several other factors may im prove overall ishing if-the ceiling is likely,x-bridging or Wood l Beam blocking m nels may be used in floor performance Reducing joist spacing and/or increasing ded su6flom tldcknass will place of the 2 x 4. GPI andW, 1 Series Joists—Residential Floor Spars Charts 's 'a5 r 7a{r et, 2 ;q,3, Fr , 1 1 b MuhPlelSPans F 771 Span n ,i�%fi "SpansTi 1 _;,y'r' �` Illustrations 1�=n.,m.x 40 PSF Live Load+10 PSF Dead Load Improved Performance(L/480) Joist Spacing(Simple Span) Spacing(Multiple Span) Joist 000 12'0n. 16'o.a 192"0.c. ZVnum 1z,Me- 16'o.c. 192'a.c. 24"oac. :GPI20 9!2" 9T-01" wMT. . 14'-aR, 131,l6". 19'-07', 17101"' 1610Z' 14'-05" 1173' 20'-U5'. - 18'-OB"_ 7T-03.' 161-06' 2Z'-03" 20'-05"' 16'-09' 16'-09' 9'2" I8'-Off' IW-96" IT-OT 14-06" - 79'-O8" is,or n 16'-06 14'-00 GPI 40 11W 27'-06" 191-06" 18'-OT 1T-91" 231-06' 20'-Iff' 19'-00" 1T-09" 4, 24'144" :2'-U3' 21'-00' Id'II" 26,or, 23'-01" 21'-01" 18'-10" 11th' 731-03- .21'-03"' ,. . . 2o'-00 18'-08". .p 29.116" 23'43; 21'-11' 201-06" Gel 65 14" 26'-05" 24'-02",,:.,.-. 227 fig" 2P-0'.5.' 29'-00", 26'-05", 25'-00" 20'-08" 16 29'-04" 261-OT,i 25'-03' 73'-07" 32'-02' 29'-U' 25'-11"- 2w-OS" ah" IK-OV, I6'-!5" 15'07, Ol" 19'-07' 17-W 15'-08' I4'-00" WI 40 117,r 21'-06' 19'-OT 19'-0T IG43" 23'-00' 19'-11" 181-02" I6'-0Z' 14" 24'-04" 72'-01" 20'-O2' is'-off, 25'-06" 22'-0l" 20'-01" 1b'-0g' 17r:' 2'-08" . '2!1'-08",,: 19'-06" 18'-U3"' 24'Off' .;, g 2I'-02" 19'-07" WI'fid 14"1. ?5'-(19" - 73'-06". 2!-0Z1 .2p'-09" �. 2111-0111, . 25'-07"-+. 23'-08 79'-09" Ili" 0T' 26'•01" Z4'-0T 23'-00": 31'-02" ,26'-01 24'-09" 19'-09" 11M, 24'-11" 2'4T 21'-04" 19'-71" 27'-01" 24'118" 23'-03' 21'48" WI Bo 14" 28'-03" 251-OT 24'03' 22'-W 30'-19' 28'-Off 26'-95" 23'-11" 16' 31'-04" 2S1-W' 26-17" 25'-01" 34'01' 31'-01" 2291 31 23'11" 415 PSF Live Load+2p PSF Dead Load Improved Performance'Q480) Joist Joist Spacing(Simple Spam Spacing(Multiple Span) Depth 12'o.c. 19'uc. 1 192"0.c. 2il'an 12'n.n 16"Me, 192'ae 24"o.a. Bela 9h'i, 7-91" 15--0T•!::1 - .14'-09' l3,-IL3" 18.-97' 16'-0T '. 14'UT 13'42" 11j i; - 20'15" 18'-08' . -IT-Or 15'4(1 21'-08"; 18'-OT 77'-01" 15'-03" 9�2" 18'-00" i6'-06' 15'-OI" 13'-06" 79'-07" Ifi'-Ofi" 15'-00" I3'-05" GPI 40 112," 71'-06" I9'-01" W-05" 151-07" 22'-Or 19'-09' 17'114" I5'-06" I4" 24'-04" 2I'-n2" 19'-03" 17'-03' 24'-04" 21'-01" IT-11S, IT 01" Ilft" 23'-113" 21'43"`.;. .20'-Off; 18'-08" _ 25'46"- 23'-g3" .21'06, iT07' GPI 65 14" 28"-05" 24'47 ,22'-09" 21'03" 29'-00',;. 25'-11" 2f'-0fi" - IT OZ I6" 29'-04" 26'-09" . .25.-Or 2'-03" 32'-02" 25'-II 27'-06". 17'-02" 9Y' 78'-00" 15'-09" 14'-04" I2'-10" 781901" 15'-08" 14'-03' 121-W WI 41 Ilii' 211-00" 161-02" 16'47' 14'IV' 21'4W 181ur 16'-06" 14'-09" 14" 23'47" I9-05" I6'-05" 231-03" 20'41" 18'-04" Ili'-U4' 11�y' 2L'-08" 20'-OS"- „19-aw 1T-W : .24'4)8" 21'-04" 79'-05" Ifi'-05" WI 60 14" 25'9ff_ 23'-06" i' 21'-08"'. . 1944', 27'-04": 73',W' 20'a7" - 161-05, 16" '.28'-07" _.25'-09"J'. 23'-Wi":I 19'-10".. .29'-08". 24',UW 20'-O7" 16'-05" 18i' 24'-11" 21-06" 27'-67" IT-17" Z7'-01" 24'-08" 2'99" 18'-gZ1 WI80 14" 28'40 2S'-tN" 24'-03' 21'-02" 3Fir 28'-Og' 24'-11" 79'11" Ifi" 311-0( 91-06' 26'-06" 21'-OZ' 34'-02" 30'-00" 24'-11' 19'-11" NOTES: I pistspacing of 19.2"or less,dr 23/3('14824 m 240o)for a joistspacing of 24".Adhesive must 1- These span charts are Irlaed on uniform loads,as noted above;live load deflection is limited meat APA Ad$-01 at ASTM 03198.Apply a continuous line of glue(about 1/4"diamaterl to tap W LIM01m better performance.Floor performance is greatly influenced lythe ati0ness oftne flange cfjuisfa.All surfaces most be clean and dry.Ifsheathingisnailed only(not mcom- floorjoists.&perhado haeshown matjuists designed to the code minimum live load deflec- mandedl,reduce spans by l2" [ion 11/2601 will resuh in a Moor which may nm meetthe expecta6ens of some end users.G-P 3. Minimum en"abring length is 1-3/4:'Minimum iomrmediam hearing lengM is 3112'. vongly recommends floor spans for Wood l Beam just be limited to those given above, 4. End spans ef7dulbple-span joists must be at least 4095 ofthe adjacent span. which are based an U4801 live load deflection.IOne-third stiffer than required by code.) 5. For loading otherthan that shown above,refer to Uniform Load Tables,use G-P FASTBeam' 2 Spans are clear distances between supports,and are based on composite action with glued- sdleclion software,of contact 6-P Engineered Cumber Technmal services. nailed APA Rated Sheathing or Sound-I-Floor of minimum thickness 19MT'f40/20 or 20 uc)for d Not all products are available at all disbfbution centers;contact G for availabilnv. 6 Georgia-Pacific Corporation,January 2003 Table 3.1713 Floor Joist Spans f®r Common Lumber Species { (Residential Living Areas, Live Load _ 40 psf, L/Q = 360) z-1n` Jeal Load-10 n.i D_a,,Load _4t t -12 h6 'z8 3s 10 =a 13 J�n I . ".laimum Floorla is:SPan. lei 'p n-+nd Draae (Eo-inJ Ur-irt1 (IL if fR-in.l IfL-ioJ IF, Ih-m.1 lo. in.l Dna as Ftr-L—h Is 11-J C-r, 19-1 _] 11-1 15.0 19.1 _ Dcvela FJ- - }I 10-11 Id.. la-> -0 10-11 IJ-' 17-110-I D..d.Fc-Larh 0.2 A-9 1,'2 1]-9 D-] 10-6 13-3 16 I&Io V D,L. F,,-Lath d-S ILD 13.5 IS-3 YII IG-0 1'_-] 1-0_9 H-•-F'.r _ 55 ID 9 142 Ig-0 %il 10 v 14 ld-G 4411 13-10 17-S 21-6 , 10-6 rr19 16-11 .147 - F:r 1 -11.2 16-19 ?¢4 10.6 13 I 16.0 li 6' IL in Hnp a.r i1F0 13.15 1573 74: 140 r2 IY, 1 Sou Jvmn Pine SS 11-2 IJ d 16-9 na-10 11 ' IJ-3 19-9 '-1ti Sauderr Pine el 10-II 1- 1011 1}-i I'*-5 -aull¢rn Pioe iP 10-9 I4-2 I£-J n1-4 Ll-9 I4-] 16-i1 1`10 'outern Pine c3 9-J II-II 14-0 1&3 3-6 10-10 11 IG 1>-i c rFe. D-1.Fir-6a.h SS 10-4 1]-- I'-i _I- 1 10-1 L-] 1]-a '_I- oeJ DJ.FiA—tr al 9-11 13- 1 I6-5 19-1 9-F 1'_-J IS-0 1]-r Dou_b¢Fir-Larch K' 9-4 1_-] 15 5 11 10 9-1 11-6 1}-I 16-3 Douala Fir Lsch --6 9-: 11-3 13-6 5-Iu n-e :G- H.Fir -35 9-4 IA-la 16-5 19-11 9-9 _ 1-10 f6-i I 19-I1 N F. R3 - 'r a I - L5 0 I6 5-6 L-LL l9 3 111 1]-0 H _ n 9 l Ir a 1< -t4-: 8-1 1 I II-S- 13-10 16-1 I.in 14frn4i, 7-6 9-I 1 11 3 -Lro 6111 &8 _ LG L-+ 5 Ih P 9e I0-3 li 1 170 1-u 10-'. li-J 170 20-n Soul-,.Pine .I 14 1 In 20-3 -11 le-1 -61 19-6 Southern Pine 9-; 1_-III IE-I 1e-10 9-6 1'_-4 i}-e _ $uutl.:rn--. Pine -' I L ID- 12-' 14 1 :-1 o.y 11-1 IS snrna-Pine-Fs SS 4-c 16-0 ! 9-c ¢-- I6-0 I9-5 Dav_•I u Fir-Luch SS 9-8 L-10 16-} 19-1 i 9-9 I'_-lo 16-1 19-'_ Doegln Fn-Larch at 9-4 L'-1 IS-J I 1]-i 5-10 11-3 13-4 15-II Dou}a Fir L.—I, 9-1 it-6 1 16-: 6-3 10-6 1'-IG 1:-I G z,l,F4-L,zh i) 0-10 s5 15-' 1'_ 4 c- ]-11 •i-P - Iiem-F'r 3S13I 1:-5 !F I9-9 9-2 13.1 IS-5 I3-9 Hevi-Fi0 -_L 9-0 -G-IO- 14-5 r 1]-0 - is-LL- - la-4 15-5 H r o 6-ID 5 i0-] 12_3 II` 6-5 '-11 _ 4_5 11-i pin 1 9,uJern Pin- e' q 2 1'_-I IJ-> 1'.-6 t-K II-+ 110-11 10-I ` 9 P e ' 1-J 5p PFir 9-0 _ U43 b 1 IS-J 9-0 ILIO 15-1 1.-9 r..Fir:-F6- `I IT.v 1 1 T% ] - 3 10.% L. I;Ir 4 1 it D...dl Fir-Lurch __ 1, a-II 1, I8-i 9-0 II-II le 9 F/-1 DuuZ Fir Lueh 81 E-3 11-u n:-' I5-* ]-11 is-o L'-i IS-3 Iiou0la Frt-Each I E-1 Ia_] IJ-] -- - II-5 ❑-i Dauela Fir L.vchv 10-= --- 9.6 I I- I lien:-Eir' &6 II-3 1 4-4 1]-3 k F-6 11-3- :3-i I6-10' 1 Ei F - ✓1 3-J 10.9 -L-1 - - L'-_ ` ' 9 - 9-9 L-11 l 13-f0 k9' 7-11 13 - 1^_-_ _ 14-4 f 7-F9-. f I1-4 III 13-1 I21 m. R..-Fir r. ¢3 6-2 T9 9-a 1 -0 I a -1 SS io-[ 9nF P,n: S - i-10 II 3 li-II Id-1 11 8111 II-3 LFII Id-1 auN,rn Pine =I S-i 11-5 IJ-' 11-o i-e 11-3 l3-} L-I[ S culhern Pine 62 8-6 ,-G G-I -- I ]-9 [0.0 L'-0 F}. S F 0 9-11 II-lof a -8 9 1 -G-v Spru P- $ I &J ! `- 0 IS-0 0 94 11-0 13-9 151, I Io 3- 12-7 1•Fi_ ] > ,S 11 6 1. 4 Sp0r.e 19 F E0 &k 10 - L' 1 C > 9-.3- 11-6 10-.3 I`I SP u._ n F¢ - R-' - -9 -9-6 - 140 > ]�' .-3 83 IG-: CF.Sck seat_ -e a0 r.3ailin_ ai lam a.o F,r,h__eruer Jnm 101.11. EvS oencin_e lert_erd,shall L•e irte.n+ed lu]inedes. ' AMERICAN WOOD COUNCIL } Glenn A. Haase R.A.ALA. Architects and Planners 58 Julbet Drive Sayville,New York 11782 Tel:631-563-3343 January 16, 2004 Att:Building Inspector Town of Southold Building Department Main Street Southold New York 11763 Re:Knapp Residence 2260 Pecouic Bay Boulevard Laure4 New York Addition Wind Clips Certification: Dear Building Inspector, This is a certification for the above referenced project_ I have been notified by the contractor that an inspection is required by the Architect as to the workmanship and conformance with filed documents for the placement of wind clip angles for the 120 mph hurricane wind toads as indicated on filed documents for this project. I have inspected these on December 14 and have found that they appeared to be done in a good professional workmanship like manner.The various clips have been installed. The site was keep clean and no hazardous site conditions were apparent.No debris were found to be left on the site. Therefore; Please accept this certification that to the best of my knowledge and professional judgment,all wind clip and bracing have been done in a professional and good workmanship like manner If you have any questions, or wish to discuss this further, please do not hesitate to call 631-563- 3343 Ar It NNo. r Co Most mce c� � on A_ e R.A. A.I.A. BUILDING PERNUT EXAMINER CHECK LIST DATE REVIEWED: 4 /,11/03 APPLICANT: DATE SUBINIITTED: q;' I� ,03 SCTM# DISTRICT: 1 (1)00, SECTION: 1+5—, BLOCK: 4 ' LOT: SUBDIVISION: I ;.,et 'tr_ ADDRESS:ZZ60 ` -,ng t.. CITY: Lc wee\ ZONING DISTRICT: CONFOR IJING) �0 BUILDING PERMITS OPEN/EXPIRED: BP Ig'4oI -Z.'C/OZ- ig7,,V_, INFO Irl? _./ BP 1 36-Z,'COZ- )q�2q , INFO BP f 8 9 9_-Z /CM Z- INFO P c G_/ BP 0cioa-R -Z/C/O Z o2c-+:�3, INFOAcc" PRE CO: YORN= BP a6co3 -Z. C.:O Z- .-) ono s. �sr.- la3o40 ALa 7-4 -�ae,_u SINGLE & SEPARATE CERTIFICATION-REQUIRED N6 NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED beim June 30, 198',), UNDERSIZED LOTS FROM J-AN-1997 100-25.Marger.(A nonconforming at am.time,iter-'1.'S_ REQ. LOT SIZE: _ACT. LOT SIZE:21�REQ. LOT COV. v 20 �, ACT. LOT COV. Lzo?4 f REQ. FRONT_ PROP. FRONT -'10 REQ SIDE joJzr _ACT. SIDE_ REQ. REAR . —PROP. REAR_-1'(o REQ. HEIGHT PROP. HEIGHT_____ PROJECT DESCRIPTION: ADNArT --no ZED ESTIMATED PROJECT COST: (16 JCFI :ENGINEER: _—_ FAST TRACK� �_ WATER FRONT? �� DESCRIPTION: ,. PANEL #: -_FLOOD zoNTCOMPLIANCE: _— APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or TOBED #1: DTE: i_ PERDIIT #: TORN SEPTIC RECEIPT: Y or V� NEW PORK STATE DEC: PRE-DEC 9;1175 YES oro ,1-ek L rv _k� SOUTHOLD TORN TRUSTEES: E r NO f; ". 7"2 T3 _— TORN ZONING BOARD APPROVAL: YES TORN PLAN. BOARD APPROVAL: YES 09100 _ _ TORN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: I..; � mr a: FEE STRUCTURE: FOUNDATION: SF G:' FIRST FLOOR: fid' SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TO"CAL: _ SF FEE FEE FEE 2U �Ci 1. ( I SF)- SF)= 5 i SF X$_.311=$ f 51 -S I +$ _ $ 10`� rwo7 2. ( SF)- (__--SF) ----SF X$ -$ —+$-- $--- 00c) 3. ( SF)- ( _SF)= _SFX $ _$ +$ +$ _ $ 1_u FINAL TOTAL: $ �d1 -- NEW YORK STATE CODE COIVIPLIANCE CHECKLIST USE,'OCCUPANCY CLASSIFICATION: / HEIGHT /FIRE AREA: ✓ TITE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED;' - ,SCRH'T fR9�; j FULL FRAMING DESIGN ELEMENTS: - HEADERS:6'/N WALL STUDS: IP/N 6IRDERS: ,V/N CEILING JOISTS:F/N FLOOR JOISTS: f N ROOF RAFTERS:&/N LUMBER SPECIES AND GRADE:ON DESIGI I LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIFE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: I4,SSLE TEST REQUfREMENTS&N ✓ GRESSI LIGHT, VENT.-&19N LOAD PATHS:(QN ROOF TO IFOUND.�afifiION NAILING/CONSTRUCTION SCHEDULE Y MEAN OF EGRESS& V PLUMBING RISER DIAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT:&N TRUSS DESIGN: Yls- IV CERTi CATION: Y,7 ENERGN" CALCS: ,i/N t�- TOTAL COIVIPLIENCE?y/N(RETURN TO PAGE ONE) Fe�mtit Number 1VIECcheek Compliance Report Checked ByDate New Fork State Energy Conservation Construction Code j 1ylECcheck Sofhvare,Version 33 Release 1 c Data fiename: C-'r�,o�,Tam Files\Check`,PAECchecktu.NAPP RES+DE'dCE.cck f I LE:KNAPP RESIDENCE PROPOS== ADDITION COUNTY: Suffolk STATE:New York u HDD: 5750 CONSTRUCTION TN PE Detached 1 or 2 Family Ftr•'aTW,G T iTf:-Non-Elecu_c J DATE: 02/25;03 -I DATE OF PLANS: L/20/2003 PRCI ECT INFORNI ATION: sn Rt BOB&KATHY KNAPP C2 2260 FECONIC BAY BLVD l LAUREI.NEW YORK a_ fe �I CONLAL1A.TCE:Passe- �� t M?z dmum L'A=471 Your Home=471 I 0.0%Better Tran Cote i Gross Cilazina I ^Sea of 'a-..ivf Cont. 4r Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 648 24-0 30 24 Ceiling 2: Cathedral Ceiling(no attic) 1304 30.0 3.0 39 Skylilght1 Wood Flame,Double Pane 3, 01-00 '_8 Ceiling 3:Flat Ceiling,or Scissor Truss 485 30.0 3-0 16 Wall L 4Arood Frame_ 16" o. . 937 13.0 3.0 42 Window 1: Vinyl Frame, Double Pane 304 0.500 152 Door 1: Solid 20 0.680 14 Door 2: Solid 17 0.680 12 Wall 2: WoodFrame,'le"' o.^_. 478 13-0 30 34 Wall 3: Wood France, 16"o.c. 804 21.0 3.0 41 Floor 1: All-Wood!i JWood Iuiast Tiuss, Over lincondi1ion2_Space 2388 30.0 0.0 79 i iv Furnace 1:Forced Hot Air, 78 AFUE Boiler L , 80 AFUE Air Conditioner 1: Electric Central Air, 10 SEER CON{PL V NCE STAB ENIENT: The proposed buddirg fepres-,nted in this documemt is consistent with the b'.ilding plans, specifications,and other calculations submitted with this permit application The proposed systems have been designed to meet the. ew`:crk State Er, gy Corsa .ation Ccrs tact em Code reT ements. i nen a Registered. Design Professionalas stamped and sued this page,they are attesting t'nat to the best of lusfiter knowledge,beiieE and professional jud ent, such plans or specifications are in compliance with this Code. BeilderlDestgrcr Date i li I TM ECcheck Inspection Checklist New fork State Energy Conservation Construction Code NIECcheck Software:Version 3.3 Release lc DATE: 02/25!03 TaiLE: ICNSTAPP RESIDENC PROPOSED A.DDTTION Bldg. Dept. Use I Ceilings: [ ] L Ceiling 1 Cathedral Ceiling(no attic),R-24-0 cavity+R-3.0 continuous insulation 1 Comments: 1 [ ] 2_ Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity+R-3.0 continuous insulation Comments- [ ] 1 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-3.0 continuous insulation Comments: I Aheve-Grade Walls: [ ] 1 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity+R-3.0 continuous insulation C erts: [ ] 1 2. WallI2:Wood Frame, 16" o.c., R-13.0 cavity+R-3.0 continuous insulation I Comments: [ ] 1 3. Walll3: Wood Frame, 16" ox-,R-21.0 cavity+R-3.0 continuous insulation Com enis Windows [ ] 1. Window 1: Vinvl Frame,Double Pane,U-factor: 0.500 j For ivirdows vithoui labeled U-factors. describe features: #Paies Frame Type Thermal Break? [ ] Yes[ ]No Cor rents: Skylights. [ ] j I. Shy ght 1:Wood Frame,Double Pane, U-factor: 0.500 For l ylights aithou',labeled U-factors. describe features- 4 atures4 Paies Frame Type Thermal Break' [ ] Yes [ ]No eats: i rears: [ ] I. Door I: Solid,U-factor: 0.680 1 1-0- nts: [ ] 2. Door 2: Solid, U-factor: 0.680 Comments: J Floors: [ ] I L Floor 1:All-Wood Joist/Truss- Over Unconditioned Space,R-30.0 cavity insulation Ccmrnems 1 Heating 9Ld Cooling Equipment: [ ] I 1. Furmlace 1:Forced Hot Air, 78 AFUE or higher IL i&6 and Nlodel-Number [ ] 2. Boil�r 1: , 80 AFTJE or higher N12-4 and N-lod ;dmn7m [ ] 1 3. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number j ai.1 T..,eakage : [ ] j Joints, penetrations, and all other such openings in the building envelope that are sources of air j leakage must be sea'.ed_ [ ] I Recessed l ghts must be 1)T}Te IC rated, or 2)installed inside an appropriate air-tight assembly J -Mih a Q.5"I clearance from combustible materials.L non-IC rated,the fix is e must be instated with a 3" clearan from insulation. j Vapor Retarder: L i i Required c the warm-in-winter side of all non-vented framed ceilings,was, and floors. I j Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacnuer's installation instructions. [ J I Niaterials�equipment must be identified so that compliance can be determined_ [ J Manufactuier manuals for all installed heating and cooling equipment and service water heating- equipment eatingequipment must be provided. [ ] j Insulation 11-values and glazing LT-factors must be clearly marked on the building plans or specifications. Duct Insullation: [ ] j Supply duels iz uncfonditioned attics or outside the building must be insulated to R-"a. [ ] { Return ducts m unconditioned attics or outside the building must be insulated to R-d. [ } { Supply_U i s m r, ottditioned spaces must be insulated to R-$. [ ] j Return s in unconditioned spaces(except basements)mast be insulated to R-2- Insulation' -2.insulation tk net required on return ducts in basements. { Due,Cons`ruct:ou: [ ] I All joints, saams,and connections must be securely fastened with welds, gaskets, mastics 'adhesives) mastic-pias-embedded-fabric, or. tapes. Duc*_tape is not perms_red. Exception:(Continuously welded and locking-type longitudinal johns and seams on ducts operating a less than.2 in.w (500 Fa) [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. f } j Cooling du--Fts with exterior insulation must be covered with a vapor retarder. [ ] j Air filters are required in the return air system_ L ] j The II`+AO system must provide a means for balancing air and v,ater systems. TT>emperat Ire Controls: ` Each dweli�'ng unit has at lesat one thermostat capable of automatically adjusting the space { temperature set point of the largest zone. I Electric S�stams: I 1 Separate electric meters are required for each dwelling unit. I Fireplaces [ ] Fireplaces must be installed with tight fitting nen-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction ovisions d11:tie BUIL-hi r Coca ofAerr Yap,{Sxrte,the Be a x:;a?Cod..TAeu York Stat 0 j the 16ew Yo k City Building Code,as applicable. Service W ter Heating: [ } { Water heaters with v riical pi w.,risers muni have a heat trap 0n 60th the uill t and outlet unless the water beater has an integral heat trap or is part of a circulating system. [ ] j insulate circula=.-hot crates pipes to the levels in Table 1. j Cirell-l.ating� Hot Water Systems: [ ] j Insulate circulating hot water pipes to the levels in Table 1. j i I swimminPools: [ ] All heated swimming pools must have an on/off beater switch and require a cover unless over 20% of the hea�IIsg energy is from:.ou depietack saurws. ncol pumps:egiuirea time clock. Heating alnd Cooling Piping Ins.ilation: [ ] I HVAC piping conveying fluids above 105 i or chilled fluids below 55°F must be insulated to the levels in T�ble 2. Fable I: Afinimmnz isulation Thicknessjo,-Circulating:Iot A'aterPiges. Insulation Thickness in Inches by Pine Sizes Heated::'ater neon-Circulating Runouts Circa r ing:fain and Run—ows Temperature(F1 UD to 1" Un to 1.25" 1.5"to 2.0°' Over 2" 170-180 0.5 ?.0 1.5 140-160 0.5 05 1.0 1.5 i+30-130 0.5 05 0.5 i.v^ Ttibie2: aP:zinaszzzlnsulationThicknessforllb;:CPipz€ Fluid Temp. Insulation Thickness in Inches by Piep Sizes Pi in System Tye Ran i_ 2"_Runout- 1"and d v-cc 1 25"to 2" 2-5"to 4" Heating Systems Low Press_,&Te peramre 201-250 1.0 1.5 1 c 20 Low Temperature 120-200 05 10 LO 1.5 Steam Condensate(for fed:vane-) Any 10 10 1.5 20 Cooting Systems Chilled Water,Re gerant, 40-55 0.5 0.5 0.'S 10 and Brine Below 40 1.0 10 15 1.5 NOTES TO FU (Bail-ug Department Use Only) /15/2003 12:57 ELI 12001 Glenn A. Haase RA. A.LA. Architects and Planners 58 Julbet Drive Sayville,New York 11782 TeL 631.563-3343 May 9,2003 Att: Plans Examiner Damon Town of Southold Building Department Main Street Southold New York 11763 Re:Knapp Residence 2260 Peconic Bin,Boulevard Laurel,New York Dear Damon, As per our conversation on May 1st, 1 am following up on the project referenced above. 1) Verification of Required Window Exitine: for specified window on document I am submitting the following as per specification from Andersen Window. The Andersen Window selected for this project is a double hung 3046- this has a window opening area of 5.7 sqft. The width is 33 7/8"wide by 24 1/4"high. These meets the required window opening as set forth in the code for exiting and as indicated on plans. 2) Crawl Space Elev: The finished elevation of the crawl space slab is 6.5 ft Which is with-in one foot of the exterior grade. 3)FEMA: This house shall be Fema compliant. The finished floor is at the required Zone as well as, providing openings in the exterior of the foundation wall. This allows any future flooding to drain out from the crawl space as indicated on documents. The opening calculation is noted on plans. 4)Ice Barrier : a note has been added to the drawings in regards to the Ice Barrier. That 2 layers of Bituminous Construction paper will cover the roof from the eaves edge to a min of 2' towards the interior starting from the exterior wall. I am forwarding this to you under separate cover. If you have any questions please do not hesitate to call so we can further discuss this project. C�fiED�gC � Mo rel dz /f �y �`aN aUJ case A.LA_ m 1 58.1 r 765-1802 BUILDING DEPT. INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: � -.-�� C, ✓ - U° r DATES INSPECTOR �j F 1 � 765-1802 BUILDING DEPT. I NSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOU TION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY RE�MARKS: ; � '�v ILI h DATE �i INSPECTOR r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ , INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS. moi �3 C o, Fl DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN"LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ZZAa DATE - INSPECTOR - : ✓ � � i FIELDINSPECTIONREPORT DATE COIVIlVmag FOUNDATION(1ST) ` C� C FOUNDATION(2ND) r R Ile 10 V y L ROUGH FRAMING& PLUNE31NG 3 3 IlV s-CLATION FER N_Y. STATE ENERGY CODE ' f Q - C Q FINAL ADDITIONAL C011'MMNTS O z o Z. m z J O �r I x V x e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART\TENT . Db you have or need the followigF beioz applying^. TOWN $ALL Board of Health _ SOUTHOLD,`NF 11971 3 sets of Building Plans TEL: 765-1802 _ Survey _ PERMIT NO.c9ii Check Septic Form N.Y-S.D.E.C. Trustges Examined 1613 _.20 Contact: ` -approved 57//L /3 20 Mail to:_ Disapproved a:'c_Ll4j L 6 / Phone: Building Inspector APER € $ - r APPLICATION FOR BUILDING PERDHT FEB _ Date 'fM' 2,9 2003_ INSTRUCTIONS a:Thi application 1kIUST be completer filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to Seale. 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 throughcnit the work. e. No building shall'be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY IDL�DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinanceof the Town of Sbuthold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or.fpr-remot-al or demolition as herein described. The applicant agrees to comply with all applicable lams, ordinances, building code,.housimg.code,gni regulations and to admit authorized inspectors on premises and in b4ilding for necessary inspections. i5kLal I B gna- cf applicant or name, if a corporation,) �ri1.F�'r GR�Y� I�YUwC iy`� (Mailing a .L State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Varve of ociner of premises_MMRS Ra6ER.7 KN4Q P (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. ?lumbers License No. iectricians License No. Dther Trade's License No- t. o.t. Location of land on which proposed work will be done: _ Zzrpo coN cG SAV Swm L A(J R-F�L K4' House Number Street Hamlet County Tax Itlap No. 1000 Section_14 r. Block 4- LotL� Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of pIopoSed CollSquehDIl' a. Existing use and occupancy 9Vj4 _t4CEZ I =ei AW?]T_ Qhl -T b. Intended use and occupancy 9,A511UE N CA_-- 3. Nature of work(check which applicable): New Building _Additional Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost I I Q �ppp Fee (to be paid on filing this application) 6. If dwelling, number of dwelling units—_L—Number of dwelling units on each floor_ If garage, number of cars 6. If business, commercial or mixed of use- Dimensions e nature and extent of each specify,occu ancys „ occupancy, P P K•,A ° ° t i. Dimensions of existing structures, if any: Front rjC7.7, Rear 48 Depth Height n t- Cv it Number of Stories 1 ° t Dimensions of same structure with alterations or additions: Front GC •Z Rear �B• O Depth 4-1B°. Height J1 °-Coo Number of Stories` S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear $�j .0o Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9-4o 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-,graded Will excess fill be removed from premises: YES NO 2ZGo PPoortic, iffy, Scw 14. Names of Owner of premises J�p6errtkNAVF Address LAuV—R L N`f Phone No. Name of Architect (:�rLEhm A •HAAS' Address 55 JUa aETp9- Phone No 6! Name of Contractor. Address SAS j VwLE Y!r Phone No. 4r7p (•r7&5r 35 W 3 16. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey; to scale, with'accurate foundation plan and distances to property lines. IT If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S yy., COUNTY OF )_ ( l�l14 A. ."A ASK being.duly sworn, deposes and says that,he is the applicant (Name of indh idual��si�ing contract) above named, �3e is the��1./�� 0 (Contractor, '.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 Quill be performed in the manner set forth in the application filed therewith. Swo. to ;fore me this rr day of 214tiOv 200 :5 � ti I N�' Notar•Public Sim ature of Applicant L.BETH TRAMONTANA Nowry Pubur,State of New York No. 50111027 fiuffoik7, J, Term Expsrr-a Aj-, ae_p COMPLY WITH ALL CODES OF DATE: 523 B P 8 025 3S;I -z AS REQUIRED AND CONDITIONS OF proposed addition to existing residence �EFB.0 PA * �Nh 501iHOLDTOPLAI PLUMBING SODUIOLDT(AMIRANNNG8QVi0 ALL PLUMBING WASTE FOLLOWrTp/ � SOUMI)TOWNTRpSTEES &WATER LINES NEED N 1� ESTING BEFORE COVERING � F R POINTED CONq� N n .Y.S.UEC KNAPID D�, _7L 2. ROUGH . FRAYNO i 7/f�lE� AE1g WITH CHAPTER46" 9. INsuLATION ALL CONSTRUCTION SHALL W1�G SIDENCh 4. FINAL - PLETEFUOTION'MN<T MEET THE REQUIREMENTS OF THE FLM DAMAGE PREVEN ION BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE CODES OF NEW YORK STATE. SOUT 4OUD TOWN CODE. REQUIREMENTS OF THE CODES OF NEW YORK 6WE. NOT RESP'N" FS DESIGN OR CONSTRUCTION ERRORS. OCED WITH CUPANCY OR DR MNG UNTIO 40T E SURVEY Ed emere Avenue Laurel Southold New York USE IS UNLAWFUL H BEEN APPROVED. g WITHOUT CERTIFICATE OFOFF UNDATION LOCATION J OCCUPA NDERWRITERS CERTIFICATE GENERAL NOTES COMPONENT AND CLADDING PRESSURE ZONES CERTIFICATION OF REQUIRED NAILING & CONNECTIONS PLUMBE CERTIFICATION REQUIRED. ON LEAD 122 uFLIF EOFOCCUPANCY NTENT BEFORE SEISMIC ZONE - C R 30 - CATAGORY G EXEMPT FOR � c015 CERTIFICA BUILDING DATA TABLE 3J& TYPE If WALL SYSTEM DETACHED ONE AND TWO- FAMILY DWELLINGS S5MER USED IN WATER USF / WALL LOAD SUPPLY YSTEMCANNOT � GROUND SNOW LOADS - 45 B' WALL - WINODW HEIGHT- A/3(5'-4'7 DOOR HEIGHT-50/6(6'-8'7 j j orralPau r PERCENT WI FULL HEIGHT SHEATHING TYPE WALL I = 50 EXCEED /10 OF T%,LEAD. _ _ _ INCREASE WALL LENGTH - 133 FOR WINDOWS - 1.43 FOR DOOO RS ROOMS-40 L55 PER SQFT uFUFr-S21 uae PARARK FIFIAFJT AND FIS AREA / / � f r � BEDROOMS - 30 LEIS PER SG>FT / TABLE 3J18 DOUGLAS FIR 20 2X12 MAXIMUM SPAN + Ib" O.0 = IT-10" i� O 3 ATTICS-20 L55 PER SOFT TYPE OF CONSTRICTION J - STAIRS - 40 L58 PER SC,PT- (300 LBS PER 4 SOIN) ROOF LOADS- 4" PER FOOT THRIJ LESS THEN 12" PER FOOT- Ib L55 PER SOFT wmxOAD DE5IG,IJ CRITERIA TABLE 3.19MAXIMUM LOAD BEARING AND NON LOAD BEARING WALLS / /�% / O "TEPA1 339 L99 LF FULL SHEATHED WITH MIN.3/8"iHK WOOD STRUCTURAL PANELS / �/ - DEAD LOADS 9NE,0R-7BO LOS LF m 1995 SBC- HIGH WIND EDITION STUD SPACING-I6" DOUGLAS FIR - 120 MPH- 2X6 MAXIMUM LENGTH OF 14'-b" / ROCIWEILINGS - ASSEMBLIES - 15 LBS PER SGPT WPCM- FOR ONE AND TWO FAMILY DWELLINGS / / / Oj FLOOR ASSEMBLIES - 10 LB5 PER SQPT UNDLOAD �' II LATERAL-339 L091F PRESCRIPTIVE DESIGN TABLE 320 TOP PLATE SPICING - MAXIMUM WALL LEG7H 28' U8E MIN OF 3' ' / ,% WIND SPEED -120 MPH FOR ALL TOP PLATE SPLICING. -- TABLE 32. SILL PLATE TO FOUNDATION / L� O O II FAST MILE WIND - 120 MPH // 3- SECOND GUST 120 MPH PH I6' 0R LE I STORY - MAX ROOF SPAN- 32' TABLE 321 HEADER SPANS FOR EXTERIOR LAODBEARING WALLS EXPOSURE CATEGORY - EXPOSURE L 120 (FAST MILE) - UPLIFT - 490 LBS/FT / CLADDING PRESSURE ZONE COMPONENTS - SHEAR LOAD = 402 LESS/PT HEADER SUPPORTING ROOF- USE MAXIMUM BLDG WIDTH OF 28' / O II FOR ROOF HEIGHTS 20 FT IN EXPOSURE C PROVIDE DIAGONAL BRAC ALTERNATE TABLE 32A LATERAL AND SHEAR LOAD WITH MAXIMUM SPAN OF W-2" USE 2 (2X8) / / II ROCFS WITH 10 TO 30 DEGREES AT ALL CORNERS GREATER THEN EFT IN LENGTH / , b II EXPOSURE CONVERSION TABLE 3012(3) USE SIMPSON- V WAL BRACING TWB12 ANCHR BOLT CONNECTION - USE 5/8" DIA + 6'-0" O.C. TABLE 322A HEADER SPAN FOR INTERIOR LOAD BEARING WALL \ U / COEFFICIENTS FOR EXPOSURE C = 1 29 TABLE 33 ROOF RAFTER / ZONE 1- 10 SGJFT- + 1133 306 GABEL USE 28' MAXIMUM BUILDING WIDTH- FOR GLULAM BEAM- 3XII20 / V II ZONE 2- 10 SOFT- 193 4. END- USE RAFTER SPACING I6"-ROOF SPAN MAX 32'- 120 WINDSPEED MAXIMUM SPAN OF 11'-b" j/ O II ZONE 3- I0 SOFT O - . 9 4.1 SD DEFORIE UPLIFT- 921 LLBS •� THERE FOR USE 65 LISS PER SGPT FOR ROOF LOAD AND UPLIFT NAILS-WITHIN SHEAR LATERAL- 3 LESS S TABLE 324A RAFTERS SPAN-I6" O.G. DOUGLAS FIR 2"MAX SPAN 22'-3" // I 4' OF GABEL END / O WALLS a• OO 3 O ALTERNATE iALBLE 33A- SHEAR- 8' WALL HEIGHT TABLE 324 RAPIER SPAN ADJUSTMENT FACTORS FOR WIND LOADS EXTERIOR-DOUGLAS FIR n 2X6 a 16"O.G. MAXIMUM SPAN 15'-1"i 2 2 ' • EGF / II INTERIOR-IDOUGLAS FIR @ 2X4 + Ib" O.C. MAXIMUM SPAN 10'-I" RAFTER TO TOP PLATE USE 3 8d COMMON -> / •\ \ BOA ALTERNATE TABLE 338- UPLIFT ROOF TO WALL ROS PITCH 6 : 12 120 MPH- COEFFICENi OF.95 = 22'-3" Ih.95= 24'-5" rimae I / EXP05URE CONVERSION TABLE 3012(3) 16" SPACING - 32' MAX SPAN- USE 8 W WITH 11/4" X 20 GAUGE STRAPTABLE 321 RIDGE BEAM SPANS R I ✓✓✓ COEFFICIENTS FOR EXPOSURE C = 129 \ b.. C. TABLE 3.4 RIDGE TENSION STRAP + ZONE 4- 10 SGPT - +335 - 33.1 TERMEDIATE ROOF PITCH 612- SPACING 16" USING BUILDING WIDTH OF MAX 28' GLUELAIINATED 3X13.15 = 20'-2" I O O O I ZONE 5- 10 SL'fT - 4 335 - 4® 3" O.C, 5/8" T 5 ARD 120 MPH WIND- 104 PLP (UPLIFT) I{� OO I -_ - - _ JJ THEREFORE USE 45 LBS PER SOFT FOR SIDE WALL AREA EDGE O 104 PLF X 133 (Ib" SPACING)- 936 LB5 PER CONNECTOR STUD SPACING-16" DOUGLAS FIR - 120 MPH- 2X6 MAXIMUM LENGTH OF 14'-6° C= _ _ 3 2 - 2 - 3 45 LBS X 133 SPACING = 60 LBS PER SOFT BOARD nN TABLE 35 HEADERS TABLE 320 TOP PLATE SPICING - MAXIMUM WALL LEGTH 28' USE MIN OF 3' WALL HEIGHT OF 8' X 60 LBS = 469 LBS + EACH SND ROOF SPAN -MAX 36 FT. TABLE 3.1 NAILING SCHEDULE REACTION AT TOP AND 50TT OF STUD = 240 UBS, ,•., ` \•.'•. MAX HEADER SPAN - 6 FT FASTNER SCHEDULE LOAD SCHEDULE RAFTER REACTION AT END WALL U- CONNECTOR UPLIFT- 2310 0 DESIGN LOAD SCHEDULE RAFTER TIE DOWN CONNECTIONS TO RESIST WIND UP LIFT FORGES EPG E L- CONNECTOR LATERAL LOAD-162 0 J015T TO SILL OR GIRDER ---4-Sd BASIC WIND SPEED (3-SEC GUST) 120 MPH WITH MAXIMUM ROOF �' 'v ROOF LOAD LL+ DL FIRST FLR LL + DL SECOND FLOOR LL + DL 45 LB8 SCAT X 133 IN X SPAN OF 9' = 522 LB8 UPLIFT TABLE 3J3 ROOF SHEATHING ATTACHMENT SOLE PLATE ----I-I6d MATERIALS MATERIAL MATERIAL TOTAL REACTION AT RAFTER END IS 522 LBS UPLIFT :I / 4' PERIMETER EDGE ZONE TOP OR SOLE PLATE i0 STUD ,END NAIL --2-I6ALL LOADS SHALL BE TRANSMITTED TO FOUNDATION WALL. 6" d ✓/ Ib" SPACING OF RAFTERS- E= 6" F. ASPHALT SHINGLES 2,35 12" WD I JOIST 3.0 12" WD I JOIST 3,0 INTERIOR ZONE STUD TO SOLE PLATE,TOE NAIL --3-8 RAFTER REACTION AT RIDGE EDGE OF 16" SPACING OF RATERS- E= 6" F= 12" 1/2" PLYWD, 2.00 3/4" PLYWD DECKING 3.0 3/4" PLYWD DECKING / 3.0 45 LS PER SQFT X 133 IN X SPAN OF 13' = 183 LBS UPLIFT BOARD TABLE 3.9 WALL SHEATHING ATTACHMENT DOUBLE STUDS FACE NAIL --10d 2X10 RAFTERS 3.0 FINISH FLR'G. 1.0 FINISH FLR'G. Jd 1.0 SPAN TABLE R 802.5.1 (4 A 4 DOUBLE TOP PLATES FACE NAIL --10d •-24" O.G. INSULATION .60 CEILING ASSEMBLY 1.0 CEILING ASSEMBLY 1.0 (GROUND SNOW LOADS LESS THEN 50'PER SOFT) 6" O.C. 4' EDGE ZONE CEILING ATTACHED TO RAFTERS INTERIOR ZONE - E= b" F= 12" - DEAD LOAD 10 LBS PER SOFT INTERMEDIATE Ib" STUD SPACING - E= 6" F. 12" SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELI5 -3-I6d --Ib" or. MISCELLANEOUS 1.00 MISCELLANEOUS 1.0 MISCELLANEOUS 1.0 DOUGLAS FIR 7 2X10 +I6" O.C. MAXIMUM SPAN 15'-I" TABLE 3.10 ROOF SHEATHING REQUIREMENT FOR WIND LOADS BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOE NAIL--3-Bd TOTAL DEAD LOAD 9.95 TOTAL DEAD LOAD 10.00 TOTAL DEAD LOAD 10.00 WALL BRACING RIM JOIST TO TOP PLATE ,TOE NAIL--bd--6" O.G. USE 10,00 CATEGORY C FIRST STORY dF TWO TWO STORY METHOD b STRUCTURAL SHEATHING- USE RAPTER SPACING 16" - 3/13" MM LOCATED AT LEAST 25' ON GENTR VERTICAL BD DEFORMED TOP PLATES,LAPS AT CORNER AND INTERSECTIONS,FACE NAIL --2-10d BUT NOT LESS THEN 45% OF BRACED WALL LINE NAILS-WITHIN TABLE 3JI WALL SHEATHING REQUIREMENT FOR WIND LOADS LL SNOW LOAD 16.00 LL AS PER BLDG. 40.00 40.00 4' OF GABEL END BUILT-UP HEADERS,TIDO PIECES WITH 12 SPACER-•I6d--I6" O.C. CONST. CODE CONST. CODE ROOF LOAD STUD SPACING Ib" (SHEATHING SHORT DIMENSION AGRO58 STUD$) WIND LOAD 20.00 DEAD LOAD 10 L58 FOR 120 MPH WIND LOAD - 116 MIN CEILING JOIST TO PLATE TOE NAIL--3-bd CONST. CODE SNOW LOAD Ib LBS BRACED WALL SHEATHING WIND LOAD 20 LBS 1/1 TI-K 088 BOARD TABLE 3.12 FLOOR SHEATHING FOR SPANS FOR LIVE LOADS CGNTINUOU5 HEADER TO SND TOE NAIL--3-8d TOTAL LOAD 46.35 TOTAL LOAD 50.00 TOTAL LOAD 50.00 TOTAL LOAD 46 L56PER S(VFT FOR 120 MPH WIND,LOAD - 1/16 MIN UPLIFT LOAD -65 LBS PER 9QFT OSB OR G-D GRADE - JOIST SPACING 16" USE MIN.THIWE% 15/32 CEILING JOIST LAPS OVER PARTITIONS FACE NAIL--3-10d TABLE 3.14 RANGE OF ALLOWABLE 51DEWALL LENGTHS CEILING JOIST TO PARRALLEL RAFTERS FACE NAI1---2-I6d C-1 COVER SHEET A-4 ELEVATIONS A-8 ROOF FRAMING I STORY - END WALL WIDTH 28' = MIN- 20' MAX-38' BUILT-UP GIRDERS AND 5EAM6--10d--32" OC.STAGGERED TOP AND BOtt. TABLE 3J5 WALL SYSTEM ROOF RAFTERS AND VALLEY MIP RAFTERSFACE--3-Ibd TOE NAIL-4-I6d A-1 ENERGY CODE ANALYSIS A-5 BUILDING SECTIONS A-9 ROOF PLAN TABLE 3U5 A ENDWALL 5HEATHI% LENGTH SHEATHING - 1/2" bd COMMON FLOOR A-2 FIRST FLOOR PLAN A-6 FOUNDDATION PLAN A-10 ELECTRICAL/PLUMBING ROOF CEILING SIDE WALL LENGTH - 28' USING 3"=5 FT ROOF bd 12 OC, A-3 ELEVATIONS I/2" PIBER BOARD--I 1/1" GALVANIZED ROOFING NAILS 6d 3" FROM EDGE A-7 'FIRST FLOOR FRAMING A-11 HVAC TABLE 3.165 SIDE WALL SHEATHING LENGTH b" INTERMEDIATE SUPPTS ARCHITECT REVISIONS �* DRAWING TITLE DRAWING NUMBER: Haase Associates , Architects and Planners GLENN A. HAASE R.A. 58 JULBET DRIVE , SAYVILLE , NEW YORK , 11782 J COVER SHEET TEL: 631-563-3343 FAX: 631-563-3343 f I ' LINE OF IIIETLANDS FLAGS I/9/02 A5 PER SURVE 6.23' GRADE BY NORTNSTAR C l r� s e ` N C..l MIXED SAND AND LOAMassociates P.C. L38 ARCHITECTS I & PLANNERS EDGE OF PAVEMENT MIXED SAND AND LOAM 2.2 3' f R4o � � 59J 0E ORIVE SAYVILLE NEW YORK II-1&2 PECONIC BAY BOULEVARD t o z a GREY CLAYEY BOG E 691-563-9943 FA%631-569-3949 I z —1 .23 5AHAROHITEGTSBGS.G EDGE OF PAVEMENT GREYISH BROWN { —2.23' SILTY SAND EXISTING BRIDGE WALL i PALE BROWN—FINE TO 99.61' MEDIUM SAND —8.23' r W TEST HOLE 741 / TEST HOLE SUPPLIED BY McDONALD GEOSCIENCE 143' BOX 1000 — SOUTHOLD, NEW YORK 11971 — (631 ) 763-3677 U BOX 1000 — SOUTHOLD, NEW YORK 11971 — (631 ) 763-3677 D7 w ' F z 'GkkARAPE,30, Q ARE'j Q I EXISTING SANITARY LEACHING POOLS ' ' FYjT J IU 14 SYSTEM— FOR 3 BEDROOM m / ,! / ,,' W SITE DATA rL pN� hC TOTAL SITE AREA = 22,912 SQUARE FEET (.526 AC.) Q L i/ Wy / /;- / /',' a MAXIMUM BUILDING AREA (20PERCENT OF SITE) z V ','';%/; ', /% % ' / '; '' '' '/ ' �i 22,912 X .20 = 4582.4 SQUARE FEET. W W EXISTING RESIDENCE AREA It Q PROOF DRAINAGE ONE STORY FRAMED RESIDENCE = 1 ,678 SQUARE FEET �p TIC TANK +I POOL SEP6�b I z ��7 6m = 730 SQUARE FEET p INm FRAMED GARAGE P F� IJ1 IQ s.s' i i PROPOSED ONESTORY ADDITION / = 654 SQUARE FEET v 1 TEST HOLE j EXISTING WOOD DECK V = 693 SQUARE FEET a z ?7 C!216T oN l 7 TOTAL RESIDENCE BUILDING AREA = 3,755 SQUARE FEET Q M D 111 Ug (6.2) N O lu rm Wim_ . �V� •� %,. %`, "/%��•'%�' ''/'/ 'g� /'' STONE DRIVEWAY WITH Q BELGIAMN BLOCK CURB DRAINAGE POOL a Z f _ o F � 21• -,,%i;' — ENTRANCE CANOPY DRAINAGE CALCULATIONS 4ol m Z W ROOF AREA = 2332 SQFT 1 4 2" RAINFALL -I- (.17) FEET 2800 SQ•FT X (.17' RAINFALL) = 396 CUBIC FEET A (65) 467 CUBIC FEET / 42.42 CU.FT/VF= 9 V.F REQUIRED P,DECTLOCAnM f 3 EXIISTING "" ON, ,STORY'FRAfA� / i; // THEREFORE USE (3) 8'-0" DIA POOLS @ 3 VF EA. I .7' RF'S1 FS)<NCE �, F, $ t5� / : / !/i / / l NW'FA9RI :AopEO '; .' oo TOTAL VF SUPPLIED 9 VF. = ya EXISTING WOOD DECK %1/6;7$�jO,TAL/�FJ,UAf��/R �'kj �� dd x r{ TW. 7.8' W SANITARY SYSTEM EXISTING SYSTEM SERVES 3 BEDROOM HOUSE NEW ADDTON AND RENOVATION (NO NEW BEDROOMS ADDED) 301.2' ' " j NO IMPROVED SANITARY SYSTEM REQUIRED 16.6' TID' 6" DIA DRAIN PIPE f ®1/8" PER FT. I a�wsloNs . I owTe osscelpnory NOTE: ALL GUTTERS AND ROOF I /av/oa AS PER r.osoumouo ED. av musress f DRAINAGE SHALL BE TIED TO DRAINAGE POOLS AS INDICATED W ROOF POOLS DRAINAGE PROPOSED SITE PLAN i A �9 r SCALE= �" d) I T o17 59 &1 �,I ge 1M f yM Q 'PROVIDE DRAINAGE 5T%CTURE5 FOR PROPER ROOF n _ n�e^- 8Pul.\\lrl/l ��#. DRAINAGE. AS PER r.o soumoLo ao �•✓ CF TPII5TEE9 23' GLENN Mn. HAASE R.A. w E%15nNG 5ULKUEA0 5 65 06' 05 ' W SURVEY INFORMATION BABEL) n/e/ao ON SURVEY BY NORTHSTAf2 SURVEYING, P.C. 510 40' 41' W 5 6618' 31" W 5831 2006— Cl 11216' DATED JANUARY 20 2002 SUFFOLK COUNTY TAX MAP NO .0900 SEG 145 BLi< 04 LOT 004 L A G 0 0 N C - 1 i � II Waase associates p.a. ARCHITECTS & PLANNERS TABLE 3.12 FLOOR 514EATHING FOR SPANS FOR LIVE LOADS se .steer Mlve ,sgrvli.le 058 OR C-D GRADE - J0ST SPACING 161' USE MIN. TWNESS 15/32 New roR Inas Tr1 631-563-0118 TABLE 3.4 RIDGE TENSION STRAP TABLE 35 HEADERS sgNgRCNlrecrs®cs.coht ROOF PITCH 6/12- SPACING 16" TABLE 311 HEADER SPANS FOR EXTERIOR LAODBEARING WALLS ROOF SPAN -MAX 36 FT. TABLE 3.19MAXIMUM LOAD BEARING AND NON LOAD BEARING WALLS 120 MPH WIND- 104 PLF (UPLIFT) HEADER SUPPORTING ROOF- USE MAXIMUM BLDG WIDTH OF 28' MAX HEADER SPAN - 6 FT FULL SHEATHED WITH MIN. 3/8"THK WOOD STRUCTURAL PANELS 104 PLF X 133 (I6" SPACING)- 936 LBS PER CONNECTOR WITH MAXIMUM SPAN OF b'-2" USE 2 (2X8) U- CONNECTOR UPLIFT- 2310 " SND SPACING-Ib" DOUGLAS FIR - 120 MPH- 2X(v MAXIMUM LENGTH OF 14'-b" L- CONNECTOR LATERAL LOAD-162 " UPLIFT 12,150 AT CORNERS °� HT BY 51MP50N RAFTER RIDGE STRAP TIE UPLIFT= 930" HE7A40 BY SIMPSON ��� L57A21-1205 " UPLIFT 960" H2 UPLIFT \ 936 LB5 PER CONNECTOR BY SIMPSON HETA40 BY SIMPSON \ .,\ \ TABLE 3.I1B DOUGLAS FIR 2"2X@ MAXIMUM SPAN a 16" O.0 = 7 10" UP PLI T 3550 UPLIFT 960" ALTERNATE-WI 40 X 11 1/8" b I6 O.C. GROSS BRIDGING o MIDSPAV NA35)BY 51MP50N UPLIFT LOAD= 900 " X TYPICAL 936 LBS PER CONNECTOR TYP.FOR EACH HEADER END O H1 36 51MP50N UPL T- 921 LLBS EA.RAFTER TABLE 370 TOP PLATE SPICING - 2 (5PH4)SRAP FI -365" MAXIMUM WALL LEGTH 28' USE MIN OF 3' TABLE 3b WINDOW SILL " F2- 160" SPAN 6 Fi-120 MPH-162 " UPLIFT 2120 } UPLIFT- 365" LATERAL- 339 LBS LF 2(A35)BY SIMP50N USP BY 51MP50NBEARING PLATE _ U5P BY SIMP50NBEARING PLATE UP BY SIMPSON LOAD= 900 " uJ 5/8" DIA.ANCHOR BOLT 4/8 DIA.ANCHOR 80L7 Z • 6'-0" O.C. b'-0" O.G. TABLE 37- SILL PLATE 10 FOUNDATION I STORY - MAX ROOF SPAN- 32' 120 (FAST MILE) - UPLIFT = 490 L55/FT FOUNDATION / ALTERNATE TABLE 37A LATERAL AND SHEAR LOAD STHDS ANCHR BOLT CONNECTION - USE 5/8" DIA o b'-0" O.G. UPLIFT- 921 LLBS EA. RAFTER 6THD8 UPLIFT= 3195" UPLIFT= 3195" USP BEARING PLATE SHE 280 L85 LF la" DIA.ANCHOR BOLT TYPICAL o 6'-0" O.C. - lu FI BY 51MPSON LATERAL- 339 LB5 LF z FOUNDATIONe CELLAR �_z : cN-� l�al-1- OPENINGS ° W Lu UPLIFT= 365" ^ C t/'� (�tI I n NOT TO SCALE FOUNDATION ~ > NOT 70 SCALE RAFTER TIC) V I U D FOR OPENIN35 GREATER THEN 4' Q � < LOAD REACTIONS ARE PER STUD CN-3 WLLI NOT 70 SCALE N LOAD REACTIONS ARE PER STUD LLJW 0 TABLE 33 ROOF RAFTER n V RAFTER SPACING 16"-ROOF SPAN MAX 32'- 120 WINDSPEED W Q UPLIFT- 921 LLBS w LATERAL- 339 LBS y SHEAR- 280 L56 ALTERNATE TA-BLE 33A- SHEAR- 8' WALL HEIGHT RAFTER 70 TOP PLATE USE 3 ad COMMON ALTERNATE TABLE 338- UPLIFT ROOF i0 WALL Ib" SPACING - 32'MAX SPAN- USE 5 8d WITH 1 1/4" X 20 GAUGE STRAP PRUMT L°CATC °RAWINL PT£ 2(RT3) i 32" O.G. USP BEARING PLATE 2(Rf3) 1/2" DIA.6" LONG - LAG TO GIRDER UPLIFT %0" O 6'-0' OL. Fl= 150" F2= 150" R VISIONS DALE DESCRIP¶ON USE (2) 1/2" DIA, BOLTS 1340& T-205" RT3 / UPLIFT 415" • 32" O.C. WIND- FI= 150" F2= 150" PL / alb" 0L. (HP2A)UPLIFT 12,150 " WIND-I2(I3/4"x11 l/8") ML. 811.GIRDER(HSA)UPLIFT 20,150 " R POST CA2(I3/4"x11 1/8 ) LCE4-46 CONCRETE PIERS ML.B.U.GIRDER UPLIFT- 1GLENN A HAASE R.A. POPR I DCBE/ STUD/FOUND TIE EB00"UP2006— Cl CN'5 O RE CTIO 5 ARE PER STUD NOT i0 SCALE COLUMN/ PORCH RAFTERS W JC -4 O D - C O R P R5 D NOT i0 SCALE C - 3 � iii I EXISTING RESIDENCE a a s e EXISTING 4" FRAMED WALL EXISTING 4" FRAMED WALL associates P.C. WITH 1/2" BATT INSULATION WITH R-13 BATT INSULATION NEW FRAMED LAYON ROOF AREA WITH I/2 R-3 INSULATING ARCHITECTS WITH I/2" R-3 INSULATING WITH 81/2" THK BATT. INSULATION SHEATHING & PLANNERS R-30 WITH 12" THK INSULATING SHEATHING R-3 5B JULBET DRIVE ,SAY 11 NEW YORK Ima2 4-A 191.611 TEL 691-568-0118 EXISTING WINDOWS AND DOORS 6AHARGHITEGTSmGS.GOM _— /C –A G I L I XI T EXISTING QN RX im WINDOWS GL S 3 FLR. '• I \ . \' EXISTING 4" FRAMED WALL WITH R-I3 BATT INSULATION WITH 112" R-3 INSULATING /� X EXISTING 4" FRAMED WALL SHEATHING ERS T GO / �', : \ KITCHEN l� I WITH R-13 BATT INSULATION } •'�, WITH 1/2 R-3 INSULATING H / / ,/ , , '; % .. • I. \ SHEATHING WWDTIING /„ A - RW Z / / I EXISTING CATHEDRAL ROOF / / ', ' 'i/ P 1 I I U WITH R-24 BATT INSULATION \ ' NEW 1/2" R-3 INSULATING SHEATHING WINDOWS / / , /• I. / , / / /I I \ w < //, / ,, \ EXISTING CEILING WITH \ \ - \ j /, . , , , , . /; / �/� : ,/ 1\ `\ \ \ NEW CATHEDRAL CEILING U `V NEW BAIT INSULATION \ \\ \\ / ' WITH 8 1/2" THK BATT. INSULATION z /i ; IjWSJr'. TV\I2QOM z IN ATTIC R-30 AND I!2" \ " ' ' �,�-y-- �/ / \ \ R-30 WITH 1/1" THK INSULATING 0z N NEW INSULATING ROOF SHEATHING I " %. / - // / ' / / ••, \ �? `' SHEATHING R-3 W MECH O Q / EXISTING 4"FRAMED WALL / I � NWN WITH R-13 BATT INSULATION \ `' \ - / / I, \' `I ` \ – W W lu WITH I!2' R-3 INSULATING •,` SHEATHING ••\ ''/ a° 'i ' L� DIAGONAL PATCH INDICATES � /,"X PROPOSED ADDITION 126 SOFT CIL ! , W a MASUR bFIDROQM `,K \ 19 2" \ \ � NEW CATHEDRAL CEILING IrHQH7j- 91N23LE STATION ;I WITH 8 IR" THK BATT. INSULATION \� \ \ �` / / �ApCH , LI \ HEDROO.�vi •\ " R-30 WITH 1/2" THK INSULATING ,y \\ \ l ,\SII PETRO ORI \\ �, I \ \p ,VAULiEp \ I I SHEATHING R-3 `'\ ` \ o'\ \ \� `. I \ , • NEW 6o"eRnc nnc ' THK FRAMED PARTITION OM I WITH 51/2"qTHK BATT. INSULATION \. M L�$ VA LT d \ ` i,_''- '\ ••\ R-21 WITIH 1!1" THK INSULATING CA1 LRC. \ SHEATHING R•3 ILI \ \ \ 41mv 14 VAULTED \ K W S • ' • — — ~ — R IDNs E DASHED LIN INDICATES AREA OF �vls °ESCRIPTCN — — — _ — — — — — I A CRAWEL SPACE- WITH R-30 BATT. L---- ------- ------ ----J INSULATION legend NEW CATHEDRAL CEILING 5'-6" 14'-5' _ WITH 8 I/2" THK BATT. INSULATION NEW YORK STATE ENERGY CONSERVATION CODE 2"X6" EXTERIOR WALL NN 2©, 3" FRAI`IINGm I6" O.C. R-30 WITH 1/2' THK INSULATING 29'-3" �_ SHEATHING R-3 sM IR" GYP. BD. (INTERIOR) TnTAI INSHI ATF(7 FI n(1R AREA –R-30 9ZAA enf+ EXISTING RESIDENCE PROPOSED ADDITION 6" BATT, INSULATION R-19 , / , NEW FRAMED LAYON ROOF AREA TnrAl rI A7Fn ARFA II 5n 304 nf+ WITH 81!1" THK BATT. INSULATION 9 °Weser 4 NEW 6" THK FRAMED PARTITION USE U2" THK CDX. R-30 WITH 1/2" THK INSULATING 5. WITH 51/21' THK BATT. INSULATION EXTERIOR PLYWOOD / SHEATHING R-3 " R-21 WITH 1/1" 4K INSULATING SHEATHING FaISR Tr OnE_./ f ATHDRAI ( I(' `FII I AREA CA R-30 + R-3 =R33 648 SOFT A-A RnnF r•AT+,nRAI C'FH INr AREA Lq R-30 + R-3 =R33 1304 SOFI A-5 SHEATHING R-3 USE IR" THK I INGLLATION BD. M. �. OVER SHEATHING. USE VINYL GLEN A. HAA OE R.A. R(1nF 14TH ATTIr�I AYON ROOF,) ARFA (07 R-30 + R=3 =R33 485 SOFT— EXISTING CATHEDRAL ROOF SIDING A5 SELECTED BY MER WITH R-24 BATT INSULATION F`9STING FYIERLOR WAI I S AREA 2 R-13 — R+3._SHFATHINK" 937 Sl1FT 49-6 NEW I/2" R-3 INSULATING '^- - FXIETING - - - - R+3 SHFATHIN(478 SOFT SHEATHINGNEW EXTERIOR WAI I I; AREA 2 2006— C1 ^" - R+3 SHFATHING 804 S(1FT r I � DASHED LINE INDICATES AREA OF ;� T - ' sf ENERGY CODE ANALYSIS nn(1R AREA U-.fiA f CRAWL SPACE- WITH R-30 BATT, INSULATION 70�nf+ TION DOOR ... m SCALE- 1/4"=1'-0" THEREFORE TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGMENT THESE PLANS ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE — Hae ARCHITEC GENERAL NOTES BES CTS ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITIi & PLANNERS ALL REQUIREMENTS OF THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,LOCAL LAWS AND ORDINANCES,STATE AND GOVERNMENTAL AGENCIES,THE NATIONAL BOARD OF FIR_ UNDERWRITERS,THE OCCUPATIONAL 5b JULBET DRIVE ,5AYVILLE SAFETY AND HEALTH ACT (OSHA)AND THE TOWN OF HUNTINGTON NEN YORK NMOL TEL 691-509-0110 THE CONTRACTOR SHALL OBTAIN ALL PERMITS,LICENSES AND CERTIFICATES,AN SHALL SECURE ALL INSPECTIONS NECESSARY FOR PROPER EXECUTION OF WORK 6AHAROHITcOT5a05.GOM AS REQUIRES BY AUTHORITIES HAVING JURISDICTION CONTRACTOR SHALL EXISTING DELIVER COPIES OF SAME TO THE OWNER UPON COMPLETION OF THE CONTRACT. WOOD DECK \ • THE WORK TS OF MEA PL 714E CONTRACTOR SHALL COMPLY WITH THE \\\\ EXISTING WINODWS AND DOORS REQUIREMENTS OF THE APPLICABLE PROVISIONS A 714E NEW YORE, STATE • BUILDING CODE,LOCAL LAWS AND ORDINANCES,STATE AND GOVERNMENTAL AGENCIES,THE NATIONAL BOARD OF FIRE UNDERWRITERS,THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)AND THE TOWN OF 14 NTIWATCN A-A THE CONTRACTOR SHALL OBTAIN AND EXISTING WINODIUS AND DOORS A 5 PAY FOR ALL PERMITS,LICENSES,AND CERTIFICATES REQUIRED BY AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL DELIVER COPIES OF ALL PERMIT Q USE 2(FSA)ANCHORS LICENSEE AND CERTIFICATES TO THE OWNER UPON COMPLETION OF THE CONTRACT ' AT ALL COWERS THESE DRAWINGS ARE i0 RE CONSIDERED MINIMUM REQUIREMENTS. IF MORE STRINGENT REQUIREMENTS EXIST IN LOCAL REGULATIONS,THE CONTRACTOR SHALL O I BE OBLIGATED TO COMPLY WITH THE STRICTER REQUIREMENTS. LARGE SCALED " L E DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALED DRAWINGS. WRITTEN X PREFAB-"0" STONE O 0" DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. n' CLEARENCE HEARTH - IL FIREPLACE EXISTING L L - - - - -- - - - WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. O EXISTING GAS FIRED LAUNDRY ROOM LARGE SCALED DRAWINGS TACE PRECEDENCE OVER SMALLER SCALED DRAWING } THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, SIDES WINDOWS ON 3 ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BEFORE SIDES FINISHED FLIP PROCEEDING WITH RELATED Wi OTHERWISE,THE CORRECTION OF SUCH ITEMS I 3'4 0'-0" AFF. R 18 THE RESPONBIBILTY OF THE CONTRACTOR. � Z ELEV.8.0' / • THESE DRAWINGS ARE TO BE CONSIDERED MINIMUM REQUIREMENTS. IF MORE DH- 2 S 4 STRINGENT REQUIREMENTS EXIST IN LOCAL REGULATIONS,THE CONTRACTOR SHALL j BE OBLIGATED TO COMPLY WITHTHE STRICTER REQUIREMENTS. EXISTING FGREAT ROOM KITCHEN // �� THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT 517E / DH_ 24k 4' AND SHALL LAY OUT WOW, IN CONFORMITY WITH REQUIREMENTS OF THE DRAWINGS. IuK� / THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES,ERROR EXISTING STONE HEARTH _ r-�- - - INSULATED 9 LITE OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING I r WITH RELATED WIi OTHERWISE,THE CORRECTION OF SUCH ITEMS 16 THE WINDOWS DW EXTERIOR METAL DOOR RESF'GNSIBILITI'OF THE CONTRACTOR ICE F SARI MAKE51WCR ALL WORK,MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WINE/CABINET I r WITH ALL ORDINANCES,STATE AND LOCAL BUILDING CODES,LATEST EDITION. ALL Zn ABOVE PERMITS, INSPECTIONS AND LICENSES NECESSARY TO PROPER EXECUTION OF J J WOR,TO BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. 6D "; R DASHED LINES THE O�LLNNEER'8 GENERAL CONTRACTOR SHALL LAT OUi W ORC IN CONFOR lT WITH EXISTI 27.1" O 4" 5'-411 5'- " ^' INDICATES PARTITION RE�141REMENT9 OF CONTRf1CT DOCUMENTS,SAND IiJILL �'E HEAD RE6PON61BLE FOR U WINDOWS PROPER EGTApLIBFIMENT 'AND MAINTLRNANCE OF ALL LINER AND DIMENBICNS. Z URI TO BEFORE SOI N6 ANY U ORC THE CONTRACTOR SHALL VERIFY ALL MEASU�MENTS 5 Z711 DASHED LINE I PWDR I I B AND CONDITIONS AT SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. - r ' lu INDICATES PARTITION AND CLG HOT.-8'-0" r ,., • ANY DISCREPANCIES,ERRORS OR OM16SICNO DISCOVERED IN THE CONTRACT w^ \ FIXTURES TO BES REMOVED FLR FIN. -TILE _ _ ARrHITECTSBY THE CONTRACTOR SHALL BEFORE FROCEEDING WITH RELATED WORC:BROUGHT TOTHERUISE,, THE O T14E ATTENTION OF E 1--4-i "•••"YJlflff - - - - - T/� _ - -- -- • -- CLOS EXISTING �iU CORRECTION OF SUCH ITEMS IS 714E RESPONSIBILITY OF THE CONTRACTOR Q V 1 DASHED LINE h 21Xb MECHANICAL r, �J INDICATES PARTITION F �C- ROOM ' BEFORE COMMENCEMENT OF CONTRACTED W'ORC,THE CONTRACTOR SHALL F+i p DASHED LAVE P UR418W COPIES OF ALL REQUIRED INSURANCE CERTIFICATES TO THE OWNER AND IL TO BE REMOVED y}�}' INDICATES PARTITI LANDLORD, INSURANCE CERTIFICATES MUST ALSO BE ON FILE WITH THE BUILDING 0+ II-I -a", v III ll TO BE REMOVED 1- - - - - -- DEPARTMENT HAVING JURISDICTION A6 REQUIRED. O WALKCI - lu ��� - - - - - TV 00M MECH THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS AND CO-ORDINATE THE O m CLG HG7.N8` Y. OWNERS LANDLORD TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND - - ,,,FLOORIN. -OAK FC60 GYP. REMOVAL Cr- CONSTRUCTIONS DEEMS AND SHALL PAY COSTS AS ARISE FOR SIC F - I , - I N T- - BD. ALL SIDE FRow610Ne. Q_ Q"I Q ' =1 I n I 9`2 CEILING USE - - - -- - m- - _ - - - _ - - - A AL(LSCORNERS THE CONTRACTOR SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. Hj �L.1� 7/7, zSIMPSON HANGAC L O. � - // �_� C • UPON COMPLETION OF WIORK,THE OWNERS GENERAL CONTRACTOR 18 TO OBTAIN Q STRAP ( ) -J � / f LE S CERTIFICATE OF COMPLETION AND AM-ROYAL FROM 714E BUILDING DEPARTMENTS, -'a I OR OTHER AUTHORITIES HAVING JURISDICTION,AND SUBMIT SAME TO OWNER AND LOS. U 3 I>K / DIAGONAL HATCH INDICATES LANDLORD. r x PROPOSED ADDITION 116 SOFT BE FWH606Cp 0 MASTER BEDROOM ^ w i ^, iq RESPONSIBLE SPFOR THE EXISTECTION OF WORK IN TING BUILDING,FACI1LIITIESAAND AIMPROVEMENT6CT SWITHIN N m - -� THE ARAB OF HIS OPERATIONS UNDER THE CONTRACT. ANY DISTURBANCES OR P"wecr�epnex SD 19'-5" i DAMAGE TO THE i THE EXISTING BUILDING AND IMPROVEMENTS OR ANY INDICATES REQUIRED ROOM EXIT WINDOW MIN OPENING AREA OF 5.7 SOFT O _ IMPAIRMENTS OF FACILITIES RIEWL.TING DIRECTLY OR INDIRECTLY FROM THE SINGLE STATION _ / CONTRACTOR'S OPERATIONS,SHALL BE PROMPTLY RESTORED,REPAIRED OR * ACTUAL 15 5.115 D 00 r SMOKE DETECTOR a s y CATHEDRAL CEILING AND - y REPLACED CONTRACTOR THE BALL FRTIQV aF THE ECESSARCHITECT RY Ai NO COST TO THE OWNER WINDOW SCHEDULE: B-e m 400 SOFT BH H� 30`,1-DH o THEKATE , SHALL PROVIDE ALL NECESSARY SAFEGUARDS SUCH S / ,- 13 /A/ G B-� BA INJRICADES,ETC.TO PROTECT THE WORYJMEN AND THE PUBLIC FROM POSSIBLE oq�Mcc nric LIGHT AND VENTILATION GHART (N.Y.5. GORE 5EGTION R 505) A_6 8'- I" 31-0" 5 / / p A-5 MATERIAL SUBSTITUTION - MANUFACTURER'S NAMES ARE LISTED HEREIN TO I 'T- / AT ESTABLISH A STANDARD. THE FRODUCTS OF OTHER MANUFACTURERS WILL BE / O G,/ / ACCEPTABLE F APPROVED BY THE OWNER RQOM NAME FLOOR MODEL LIGHT = 8% VENTILATION = 4% G 30414-DH / � � , / AREA NUMBER REQUIRED PROVIDED REQUIRED PROVIDED / F. OOJ� /1/ ' / _ f 2 i B • MATERIALS - ALL MANUFACTURED MATERIALS ,ARTICLES AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS. ALL LIKE -IRS FLOOR: `r / T Q' MATERIALS USED SHALL BE NEW AND FREE FROM ANY DEFECTS, ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS 06TERBED ROOM 400 5.F 32.00 S.F 16 S.F. _ 0 INCE , / /� / OTHERWISE SPECIFIED. EX 3042 9.110 S.F. 5.46 S.F. - - // / FILE/ / • WOR4MAN8FR,IIP - ALL WOINCLUDED HEREIN SHALL BE OF THE HIGHEST ## (IOi V STANDARD OF MATERIAL AND WORKMANSHIP. DEFECTIVE WORK OF ANY R€V1SIONs EX CTN30 U - 7' L 9 L G' 'v 3046-0H CHARACTER WHETHER IN MATERIALS OR WORKMANSHIP SHALL BE REJECTED AND DAT DMmI,DN 3046-DH O.HO S.F. 5A5 S.F. L N - 5 C ALL REJECTED WOSHALL BE REPAIRED OR REPLACED TO THE SATISFACTION G 3046-DH 10.80 S.F. 5.95 S.F. Ii - -- v1 / OF THER,ARCHITECT,WITHOUT COST TO THE OWNER * - L AT N -y'/' O • SHOP DRAWINGS - SHOP DRAWINGS AND CATALOG DATA ON ALL MANOR ITEMS N FWH6080 23.78 S.F. 14.-12 S.F. 0 ,. • / I E A ;� OF EQUIPMENT AND SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL AS 2 TOTALS = 32.00 5.F 55.28 S.F. Ib S.F. 52.08 S.F. / D REQUIRED IN THE CONSTRUCTION DOCUMENTS OR A6 MAY RE CONSIDERED NECESSARY BY 714E OWNER WILL BE SUBMITTED TO THE ARCHITECT BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING SEDROOM 115 S.F. 9.40 S.F. 4.-TO S.F. CONSTRUCTION. ONE (U SET OF SEPIAS AND TIDO(2)SETS OF PRINT$ ARE B TOTALS = 9.40 S.F. 10.80 S.F. 4:70 S.F. 5.95 S.F. * E IT * REQUIRED FOR EACH SUBMITTAL. B CTN30 r p5 �____ _ _____ ____ _ ___ m • DEMOLITION REMOVAL WORK SHALL BE CAREFULLY R TO PREVEN DAMAGE TO EXISTING CONSTRUCTION WHAS PART WILL REMAIN A9 PART OF 714E NEW (" USE 2(F5A)ANCHORS &IRCL TOFA DESIGN. REMOVE ALL PARTITIONS,LIGHTING,FLOORING,ETC. INDICATED TO BE N ICEREMOVED BY ARCHITECTURAL DRAWINGS. ALL EXISTING ELECTRIC 1 TELEPHONE AT ALL CORNERS 5' 0" OUTLETS TO M REMOVED SHALL HAVE THEIR CONNECTING CONDUIT AND 1'- 11 1'-2" 4'-5" 18'-1" 6'-6" USE 2(F9A1 ANCHORS WIRING/CABLE FULLED BACK TO EXISTING ELECTRIC/TELEPHONE CLOSETS AND M .a )FFIOE 86 S.F. Ii S.F. 3.40 S.F. ,T! AT ALL CORNERS REMOVED. ALL PLUGGED AND CAPPED A8 REQUIRED. ALL EXISTING WALLS B 3046-DH 10.&0 S.F. 5.115 S.F. * XIT 5'-6° 10'-3" 5'- 14'-0" AND/OR PARTITIONS TO REMAIN ARE TO BE PATCHED SMOOTH,PLUMB AND B GTN30 REPAIRED AS REQUIRED TO RECEIVE NEW WALL FINISHES. t =+ G 3046-OH 10.820'-3�� 0 S.F. 5.115 S.F. 2"X6" EXTERIOR WALL n GLENN A. HAASE R.A. 1 29'-3 TOTALS = 6.8 S.F. 21.60 S.F. 3.40 S.F. IIAO S.F. FRAMINGa 16" O.C.b2" GYP. BD.(INTERIOR) FOUNDATIONANCHOR EXISTING RESIDENCE PROPOSED ADDITION _ V ROOM 110 S.F. li S.F. 4.40 S.F. FSA BY SIMPSON FOUNDATION ANCHOR 6" BATT. INSULATION R-19 a 2006- Cl C 3046-DH 10.80 S.F. 5A5 S.F. * EXIT USE (2) IW PIA. UISE 2(F5A)ANCHORS 3/4" iNK.PLY FLOORING F�B11SSI SIMPSON USE 1/1" TLIK CDX. j CONCRETE ANCHi AT ALL CORNERS SUB-FLOORING EXTERIOR PLYWOOD FLOOR PLAN i a 32c O.G. CONCRETE ANGN0�5 TOTALS = 8.60 S.F. 10.80 S.F. 4.40 S.F. 5.95 S.F. UPLIFT= 690 • A-A a 32" O.C. SHEATHING m- A-5 UPLIFT= 11 • USE 1/!" THK INSULLATION BD. SCALE= 1/4"=1'-0" OVER SHEATHING. USE VINYL IEDROOM 130 S.F. 10.40 S.F. 5.20 S.F. 49'.6" SIDING A5 SELECTED BY OWNER ..°� C 3046-DH 10.80 S.F. 5.95 5.F. * E IT A - 2- TOTALS = 10.40 S.F. 10.80 S.F. 5.20 S.F. SAS S.F. NEW SKY LI CONTINUOUS P.VL. BEYOND Na a s e RIDGE VENT associates P.C. ,4_A ROOF CONSTRUCTION ARCHITECTS ARCHITECNRAL GRADE SHINGLES & PLANNERS V CI�LE TOP WINDO A 5 OVER 30 0 SATURATED ASPHALT WINDOW EXTERIOR DOORS SCHEDULE VALLEY CRICKET CONTINUOUS P.V.G. CONSTRUCTION PAPER DASHED LINE INDICATES EXISTING SEE ROOF FRAMING RIDGE VENT DASHED LINE INDICATE 5/8" THK ROOF SHEATHING OVER ROOF- TO BE REMOVED LINE OF EXISTING ROOF SELECTED BY OWNER w_uLOR DRIVE SArvILLE VALLEY FLASH ROOF FRAMING - SEE ROOF FRAMING A ENTRY DOOR WfTH 51pELITE6 NEW YORK 11103 TEL 631-563-0110 DASHED LINE INDICA? I FOR RATER 51ZES AND SPACING. B 3046 DH W/ CTN30 DOUBLE HUNG BY ANDERSEN W/ CIRLE TOP FASCIA BOARD- USE 5/411X 8" PREMIUM LINE CF EXISTING ROOF 6AHARGHITELTSOGS.GOM FIR V 5/4"X3" TRIMMER „ G 3046- DOUBLE HUNG DOUBLE PING BY ANDERSEN _ TOP OF RIDGE EL. I'1'-4 AFF. 3 CIRCLE TOP WINDOW 5' CIRCLE TOP WINDOW WITH - D CTN28-2/28310 DOUBLE HUNG BY ANDERSEN V GALE TOP MATCHING DOUBLE HUNG UNITS - BY ANDERSEN OR EQUAL -_ __ TOP OF RIDGE EL. 15'-4" AFF. 5" CONTINUOUS ALUMINUM GUTTER EX CTN30/3042 DOUBLE HUN 1 EXISTING --- --------- -" - ---- -_ --- -1 12 FASCIA BOARD- USE 5/4" X 6" PREMIUM F CTN-28.2 CIRCLE TOP DOUBLE WING BY ANDERSEN W/ CIRLE TOP TOP OF RIDGE EL. 12'-6" AFF. FIR W/ 5/4"X3" TRIMMER - - - - - ---- G CTN30-2 CIRCLE TOP BY ANDERSEN 5" CONTINUOUS ALUMINUM GUTTER 5" CONTINUOUS ALUMINUM GUTTER -__- _ _ H FUG 6068 2 ( V-0" X 6'-8" INSULATED 12 LITE ENTRANCE DOORS TOP OF PLATE EL. 91.011 AFF. 5" WIDE VINLY CORNER BOA -- - - - - - -�— - - IX FLLG 6068 RUG 6068 W TRANSOM 2 ( 3'.0" X 6'-811 INSULATED 12 LITE ENTRANCE DOORS _ COR4ER BOARD 5/4"X611 IFF&IMEUM TOP OF PL. EL. 8'-0" AFF. _ _ _ _ __- - FIRU RV4446 SKYLITE 0 - -"--_ -- _ VINLY SIDING -OVER TYVAK VAPOR BARRIER(OR EQUAL) WALL CONSTRICTION-1/2I EXTERIOR GRADE K T-6" X b'-8'I INSUL METAL DOOR 9 LITE CORJER BOARD 5/4"X6" PREIMEUM _ Y� � o III UHSEAbHBAttTINGO. R-19 INSULATTIION D5 STU FIR _ _ _ _- ALUMINUM LEADER --- _ _ NEW DOUBLE HUNG WINDOWS BY ❑ ❑ Z ® ® _ ------ ANDERSEN (VINYL CLAD -NARROW LINE) -- _-- OR APPROVED EQUAL _ UPPER LEVEL ELEV. I'-0" AFF 5181,THK PLYLLD. J FIRST FLOOR EL. O'-0 - -_-_- -- - -- _ - op - - 4 PERIMETER OF TRIM -------- - -- _ - - -- II --_- - - - - - _--_-_ FLOOR EL. 0'_011 AND SPA rRIM - - - - - - - � FIRST - - .w0 MID 6PAruPLrup. - - - ---" I IF- - - - - JOI6T-CROS6 OVER LAP EDGES OF FRAME. < ,1.1111 _ TOP. CAP EL (-2'-10" BPF.) WIND -BORNE `-'l �I -- - - I — - -- -- - - - - - - -- - - - - - - - — - - -- - - - - --- EXIST --- - - - - -- -- -- -- - - DEBRIS PROTECTION - - - - - - -- -- - - - - - - -- - - - - -- - r, EXISTING FOLp4DA710N � 811 WIDE.GRADE BEAM W ` WALL BEYOND 8 WIDE.GRADE BEAM 8" WIDE.GRADE BEAM CONCRETE PILE CAP z U UJ CONCRETE PILE CAP CONCRETE PILE CA „ U5E b LONG "8 SCREWS ON ALL PANELS TO WINODW UNIT c) Z z UK)Op PILE WOOD PILE WOOD PILE U100D PILE PATTRT��ACHMENTS �-1 WALL CONSTRICTION-1/!" EXTERIOR GRAD BOTTOM OF FOOTING- DECORATIVE 1011 DIA. COLUMN PREDRILL ALL HOLES IEMERDRILL ALL HOLES OF 3/16" pOR WINDOW TRIIA 0 MAXIMUMM IUSE PANEL ~ W PLYWOOD SHEATHING OVER 611 WOOD 611JDS MIN.Y-0'I BELOW GRADE AS SELECTED BY OWNER AS TEMPLATE) 0 a 1611 O.C: USE 6" BATT. R-19 INSULATION ALL PANELS TO BE LABELED AS To THERE LOCATION Q SHINSFECTOR FOR INSPECTION.ALL BE ACCESSIBLE TO TO% OF SOUTH HOLD BUILDINGtu W tu EAST ELEVATION CONTRACTOR TO VERIFY IN FIELD ACTUAL WINDOW FRAMES FOR W OF UN1T5. tu PANEL TYRSECTION SCALE= 1/4"=1'-0" MAXIMUM SPAN V-011 PERMITTED FASCIA BOARD- USE 5/4" X 8" PREMIUM I-r FIR W/5/411X3" TRIMMERALUMINUM r it a V ROOF cON57Po1GTI0N Bq_5� AT BASE FLASHING OUT FROM 4'x0' --•-,-• ROOF CONSTRUCTION GRADE SHINGL NEW SKY LITE DASHED LINE INDICATES -; fire'TNK ��_��1 � lu ARCHOVER 30 SATURATED ASPHALT BY ANDERSEN- LINE OF EXISTING ROOF ;" ,r_, /' �� PLrwO. ALUMINUM FLASHING NEW SKY LITE ALUMINUM FLASHING To BE REMOVED ° k k II 71 F 1 CON5TRJCTION PAPER 5K5-4644 . , , ` , 5re'THIO PLT11D. AT BASE BY ANDERSEN AT BASE -v , ,y j \, ' 5/8" THK ROOF SHEATHING OVER 7 LAYERS OF IN 1��I 51Cg.g644 CONTINUOUS P.Y.G. F=i ROOF FRAMING - SEE ROOF FRAMING I ` - 4^PERIMETER TRIM NEW DOUBLE HUNG RIDGE VENT Arlo MID 6ParJOVER FOR RATER SIZES AND SPACING. CONTINUOUS P.V.G. BEYOND EXISTING ROOF RIDGE VENT DOUBLE GLAZED WINDOW '_ ;_ ',I; ;_' _, r LaP E�coo �� 5" CONTINUOUS ALUMINUM GUTTER BY ANDERSEN BEYOND L J L , IrI=�-- r r-1 EXISTING ANDE EN TOP OF RIDGE EL. ll'-4" A.F.F. N — - -- _ � L 1 -�-� O CTNN30/3042 DOUBLE HUNG II = -__ TOP OF RIDGE EL. 11'-4" AFF. --- _ - -- ""."ecr c.cnn.v 3110" CUT FROM 45:6' TOP OF RIDGE EL. 15'-411 AFF. - r- - IILI L ( I _ lij _ _ 6'_111 PLruo. b'-1011 l i 1L 5' CIRCLE TOP WINDOW WITH ;- �-, L I MATCHING DOUBLE HUNG UNITS O ANDERSEN NARROLINE / _- __-_r________ Down".T. L + - BY ANDERSEN OR EQUAL FASCIA BOARD- USE 5/4" X 8" PREMIUM. I -� � - G2N28-288310 FIR W1 5/4"X3" TRIMMER - �i";ill - TOP OF RIDGE EL. III-B" AFF. Ql I I I I I I_I I I B in - _ DECORATIVE 10" DIA COLUhM h AS SELECTED BY OMER q -1LLL I I I I I NEW WOOD DECK AND RAILING WITH BALLASTRADS - -- - - - - - - NARROLINE O D NARROLINE B .1230/3046- DOUBLE HUNG ANDERSEN N R v1s1o1vs . - -- - "--LE _- FASCIA BOARD- USE 5/4" X 8" PREMIUM 'T-` H RG 6068 O ..I oesc"Tana" - --- -- - --- __ - _ ----_ ---__- W/ 5/4"X3" TRIMMER i- - - - - ❑ ❑ - -- _ - m UPPER LEVEL ELEV. I'-011 AFF " - -- - __ - - -- --- - --- - -- -- - - FIR5T FLOOR EL. 0'-0" -- "- - -- __ _ _-_---- FIFIRST FLOOR EL. 0'-0" O ANDERSEN NARROLINE - - - -- - - - - - - - - - -- -- --- —Y G GTN30.2 APPROX.GRADE TOP.CAP EL (-2'-1011 BPF.) _ _ - _ _ _ - - _ NEW '�— - - - NEW DOUBLE HUNG INSULATED 9 LITE rI �-4 _ a y� --- - - -- - -- -- --- -- -- ---- - -- -- - --EXTERIORMETALDOOR - -- -- J EXISTING FOUNDATION DOUBLEGLAZEDWINDO - -- ---- - ------ - - E -- - - - - -- - - -- - - - - -- - - -- - - - - - -I- - - - OUT FROM4'xe' . _ BY ANDERSEN X15242. OPENING - - WALL BEYOND b'-10 L 3' 10" L GROUND WATER �S" IDE. � gas gnlN - - - pLruTD�. 81]86&7 EXISTING FOUNDATION EXISTING OPENING GRADE BEAM 12'IX 24" =288 SQIN. 17---I---*- -- -- -- , VINLY SIDING -OVER TYVAK VAPOR BARRIER (OR EQU BOTTOM OF FOOTING CRETE PILE CAP f -- -----1-------- T r- 'r---i -; GLENN A. HAASE R.A. WALL CONSTRUCTION-1/2" EXTERIOR GRADE MIN. 31.0" BELOW GRADE r-- *-� r-*- PLYWOOD 5HEATHING OVER 6" WOOD STUDS 21-1011 29'-911 _ I_ :a I , • I6" O.G: USE b" BATT.R-19 INSULATION * III * ? m > > " PROPOSED ADDITION EXISTING RESIDENCE �.;' FOUNDATION WALL \`I;h \ \ . r- r7 r-t -y �._ �__� _a 2006- C1 OPENING @" FOOT DEEP a � III I I I I I 1 1 NEW DOUBLE HUNG X31-6 FEET WIDE 1 -I -- iL ` _i__�__rr_._-i_ DOUBLE GLAZED WINpO ' ------- BY ANDERSEN 1 1 ANDERSEN NARROLINE F-T - -�--I O ANDERSEN NARROLINE O CTN-28-2 CIRCLE TOP NORTH ELEVATION == IL=' = G 3046- DOUBLE HUNG a ATRIUM POOR SCALE= 1/4"=1'-0" IX 3046E-DWBLE HUNG EXISTING A - 3 NEW ROOF CONSTRUCTION HP.C.a e ARCHITECTURAL GRADE SHINGLES CGTITINUOUS P.v.G. asso OVER 30 0 SATURATED ASPHALT RIDGE VENT CONSTRUCTION PAPER ARCHITECTS & PLANNERS VINLY SIDING -OVER TYVAK VAPOR BARRIER(OR EQUAL) 5/8" THK ROOF SHEATHING OVER NEW NEW ROOF CONSTRUCTION WALL CON51RUCTION-1%" EXTERIOR GRADE ROOF FRAMMG - SEE ROOF FRAMING A-A 6' CIRCLE TOP WINDOW WITH ARCHITECTURAL GRADE SHINGLES 5b .AeET DRIVE ,SAYVILLE PLYWOOD SHEATHING OVER 6" WOOD STUD FOR RATER SIZES AND SPACING. A-5 BY ANDERSEN OVER 30 'SATURATED ASPHALT Nzw rows IPtb2 a 16" O.C.- USE 6" BATT.R-19 INSULATION CONSTRUCTION PAPER TEL 631-563-0116 10" X 5/4" THK FASCIA BOARD 5/B" THK ROOF SHEATHING OVER 4" X 5/4" TRIM BOARD VALLEY CRICKET e,aHnRCHITEcrSocs.coM DASHED LINE INDICATES 5" ALUMINUM GUTTER SEE ROOF FRAMI ROOF FRAMING - SEE ROOF FRAMING LINE OF EXISTING ROOF FOR RATER SIZES AND SPACING. TO BE REMOVED I TOP OF RIDGE EL. IT'-6" AFF. TOP OF RIDGE EL. 15'-4" AFF. _ 1' ----- ------- -- --- -- EXISTING WINODWS AND DOORS 4 TOP OF RIDGE £L. 13'-6" AFF I - - ------- ------ TOP OF RIDGE EL. 11'-8" AFF. ---- ---- -- - -------" - - ---_- __ - TOP OF PLATE EL. 8'-0" AFF. tu EXISTING EXTERIOR - ------- -- _ "-- - Z WALL-TO REMAIN - — I - - --- - - - -- -WINEW DOUBLE ELLI NDOW WITH MATCHING -—m ~ - - ----- -- -- Li CIRCLE TOP B ANDERSEN -- r - ------ - -- -- -- - -- tu - ------ -- --- - FIRST FLOOR EL. 0'-0" FIRST FLOOR EL. 0'-0" - - - --- ----- --- ---�- - - - - I I I FUS tu — - - - � -- - - - - - Z - - -LJ 0 - -- - -- - - -- -- - --- L — -- - —L - - ---- -- -- - - - - - - - - — I— W NEW SLIDING GLASS EXISTING OPENING Z W EXISTING 12"X 24" =288 5QIN.- EXISTING EXISTING OF'ENI � EXISTING DOORS WITH iRAN60M � Q Q 12"X 24" =288 SQIN. FOUNDATION BY ANDERSEN FOUNDATION - - FOUNDATION WEST ELEVATION o w V LEI 1:4 lu SCALE= 1/4"=1'-O" tu EXTEND EXISTING ROOF RIDGE NEW ROOF QROOF V STRUCTION Q� ARCHITECTURAL GRADE SHINGLES II.I OVER 30 $SATURATED ASPHALT y EW ROOF CONSTRUCTION PAPER z REMOVE ROOFING SHINGLES AND ES-5 5/8" THK ROOF SHEATHING OVER x REMOVE ROOFING SHINGLES A-s USE MATCHING ARCHITECTURAL E TEND EXISTING ROOF FRAMING - SEE ROOF FRAMING GRADE 0 SATURATED T MATCH NEW ROOF USE MATCHING ES TO MATCH I. ' OYER 30 "SATURATED A5PHAL ALIGN NEW ROOF WITH GRADE SHINGLES TO MATCH NEW RO RIDGE FOR RATER SIZES AND SPACING. CONSTRUCTION PAPER EXISTING RIDGE OVER 30 "SATURATED A5PHAL CONSTRICTION PAPER I EXISTING _.#0=OF RIDGE EL. 11'-6" AFF. `"""`"'°"n°" TOP OF RIDGE EL. 11'-6" A,FF. - I I I I 1 I TI_, II 4I RomL I TOP OF RIDGE EL. 15'-4" AFF. ji °xnnxc nne EXISTING 1 1 _ U- -L I I� I _ TOP OF RIDGE EL. 12'-6" AFF. XIST - q L Nil � 4-I 4. --------- -- --- ---_---- - - -_ -- T � TOP OF PLATE EL. 8,-0" A.S.F. EXISTING --- --- ---" ---- -- _---- - ..- WINDOWS -- -- - --- - — --- _:- - - - - -- '° --- -- --- -- --- -- ----- ---- _ _ --- -- 0x --- -- ---- -- --------- -- -----.. _- — - - _ _ UPPER FLOOR EL. 1'- rIRST FLOOR EL. 0-0" ----- ----- - --- --- "----- - ------ - --- -- - --- - _ - h FIRST FLOOR EL. 0-0" NEW II � NEW I - --WN _-- - Ot)95&t - - - - - - - - - - - - - - - -- --_ -- - - - - - - - - - - - -- - - - - - - VINLYSIDING -OVERTYVAKVAPORBARRIER(OREQUAL) W WALL CONSTRUCTION-U2" EXTERIOR GRADE 111111111 EXISTING RESIDENCE P SED ADDITI WOOD SHEATHING OVER 6" WOOD STUDS GLENN A. HAASE R.A. a 16" O. - 6" BATT.R-15 INSULATION „ „ I nro/oa EXISTING EXISTING OPENINGNEW 6'-0" FOUNDATION WALL WINDOWS 12"X 24" =288 SQIN. SLIDING DOOR I OPENING 17' FOOT DEEP „. 2006 - Cl - X7.6 FEET WIDE- MIN I FOOT ---- -- --- ABOVE ADJACENT GRADE FLR PROIDE SOUTH ELEVATION 500SQINN5ECT5CREEN- 00 QINS SCALE= 1/4"=1'-O" .woa A - 4 NEW ARCHITEGNRAL GRADE NEW CATHEDRAL CEILING HaaS eNEW ARCHITECTURAL GRADE WITH 8 1/2" THK BATT. INSULATION ROOF SHINGLES 2350 OVER ROOF 5HINGLES 2350 OVER ciates P.C. NEW SKY LITE R-30 WITH 1/2 THK INSULATING BUILDING ASPHALT SATURATED PROVIDE PVC. RIDGE VENT BY ANDERSEN BUILDING ASPHALT SATURATED SHEATHING R-3 ARCHITECTS 5/8" TH PAPER SKS-4644 BUILDING PAPER 5/8' THK ICA PLYWOOD SHEATHING 5/8" THK COX PLYWOOD SHEATHING & PLANNERS WITH HURRICANE HOLD DOWN CLIPS 2"X10" FRAMED GABLE MID WITH HURRICANE HOLD DOWN CLIPS NEW CATHEDRAL CEILING TRUE VALLEY RAFTERS 5/4" THK X 3" FASCIA se WI-Err DRIVE ,SAY`/ILLE WITH 8 1/2" THK BATT. INSULATION USE SIMPSON JOIST HANGERS (BEYONDA2" GP 40 SERIES ROOF RAFTERS 9 16' O.G. TRIM BOARD NEW YORK II 2 R-30 WITH IR" THK INSULATING SHEATHING R-3 2"X10" FRAMED GABLE AND 5/4" THK X 10" FASCIA ra 601-560-0118 TRUE VALLEY RAFTERS 5" SEAMLESS ALUMINUM snHnRCHIrEcrsecs.cow USE SIMI J015 GUTTER AND LEADERS V TOP OF RIDGE EL_I'I'-6" AF.F. - - _ M-611 "-� /' T Tr �� - 7 - ^F'- V" / - „rt = TOP OF RIDGE EL. AFP. II II II ltll III_I_ I II I II II II II vll II II ( 11111 i1 JIIII L II II II II II II 1 111 111 NEW ARCHITECTURAL GRADE II II II i 11 II II II II Ill Ill I�I 1Ll1I I II LIII 1I11I J1[1I1I I II3fIII� SHINGLE OVER I 111Lfft I 1111 300 ASPHALT SATURATED BUILDING PAPER u II X171\ II IIJllfll III DASHED LINE OF I I II I II ' 5/8" THK CDX PLYWOOD SHEATHING NEW ROOF RAFTERS - - - - -- - - - WITH HURRICANE HOLD DOWN CLIPS NEW 6" THK FRAMED PARTITION NEW FRENCH BEYOND r - - - - - - - - - - - _111 1 1 IJ WITH 5 IR" THK BATT. INSULATION DOORS W/ i DASHED LINE INDICATES \� II_LI]l I�J111 I R•21 WITH IR" THK INSULATING -- - -- 8 ORS i LINE OF EXISTING ROOF \�\\ j IIIII II 11111111IIDI III 12" GP 40 SERIES ROOF RAFTERS 9 Ib' O.G. SHEATHING R-3 - .- - ------- - — - - - _ - - - TO BE REMOVED - - - - - - _ -�.��� �� x.11;l�Ll l� 1111 II Il J II PLATE HEIGHT ELEV 111.1111 I_ll WALL CONSTRUCTION-1/2" EXTERIOR GRADE - ____._. --- - - - --- 5/4" THK X 3" FASCIA } PLYWOOD SHEATHING OVER b" WOOD STUDS ���--�_---- _ _ rl e 16" O.C.- USE 6" BATT. INSULATION - _ __ II_� �I -_ --_ - ARD 5 4TRIM BO K 10" FASCIA lu --__ --- - - LI J L_] L_� _ Ll _ _--__- 5" SEAMLESS ALUMINUM -- 1 [-1 L 1 1111 f 1 GUTTER AND LEADERS I_J f_J r NEW DECORATIVE 7 L - -- - �_ -I L_I l_ 8" DIA FLUTED COLUMN EXISTING EXTERIOR WALL UPPER LEVEL E_LEy. I'-0" AFF _ - -------- J C -� - _ - - ----- . I _ I- ,BASE AND COL.GAP. r - - --- -- tu FIRST FLOOR EL. 0'-(d" V' '-V'+"'`-' V i'; V2>TvFs`xS A�rO"T -K4�3>7r93 LJ J IJ ` J L ---- - -- FINISHED FLOOR ELEV. 0'-0' - - -- - - - - ---- ------ --- - - - - - - - ..\ ' / APPROX.GRADE _ � ! ,`•.> •/ :� >\ :y',' , \ ,,, ;;� ` , ; � .: \ .\, �`;' .y ./\ .. EMI$tINF'FG7UIVDrkTI?� ! . / .�,, " .. ',/, ! . , < , '7l i,1 / ' ,:/ /; ./, . / �/;,;� '/1" !. ''/i�l ;,%';/i jam'`' '/ / '/:;"`); :•/i ! !'.y '✓ /l ,riq,�.,]]��I�. ./\C/'�:/ 1 '. i //' , ! `i ./'. .� i;, ". :,' / ,. , r, 'C.. / - ;: :,i/ :I/i'// / ' i^.i i; ,/ �%' / a,. .i / i;:/%i/i iii / .r //,//! / !/%/ i' :/%;!/ / .i/;`; / is ✓,1.: / / /, , /,,, ,'! /i , i, .// ;':// //. 7/`•„�. , I' W I J Q > BUILDING SECTION A-A SCALE= 1/4"=1'-0” W NEW STRUCTURAL RIDGE W N 2(13/4"xl 1/8') L W NEW CATHEDRAL CEILING a LITtu NEW SKY RS WITH 8 I/2" THK BATT. INSULATION BY ,ANDERSEN R-30 WITH I/2" THK INSULATING 0 W V SKS-4644 SHEATHING R-3 b' CIRCLE TOP WINDOW WIT A-A ROOF CONSTRUCTION �j tu ARCHITECTURAL GRADE SHINGLES ALIGN EXPENDED ROOF WITH A 5 OVER 30 P SA PAPER ASPHALT ADJACENT EXISTING BEYOND 2(2 X 10 0 16" O.C.) USE 2X8 RAFTERS 5/8" THK ROOF SHEATHING OVER ROOF FRAMING - SEE ROOF FRAMING NEW STRUCTURAL RIDGE I FOR RATER SIZES AND SPACING, NI 3/4"x1 1/8'7 � TOP OF RIDGE EL. 15'-4" A.F.F. PROreT�Tw /117 110 EXTEND EXISTING 1 I_ EXISTING ROOF RAFETERS WALL f J f J.f l J f - l I- I 1 — �_ FASCIA BOARD- USE 5/4" X 8" PREMIUM N 'jry I h4r `rr FIR W/ 5/4"X3" TRIMMER onmrvo nnf 12 TOP OF RIDGE EL. 12'-6" AFF. }i '' I f ® b= 1, Q e ADD HURRICANE CLIP AT RAFTER ENDS ;�$t ` I �-E`� N! (d �'T713�C p" EXISTING ROOFRAFETE (-,, -2 X 10 a Ib" O.C. HALL I 2 X 10 a I6" O.G. - f - TOP OF RIDGE EL. 15'-4" AFF. rno n „ A ____ -- - - - - _. BEDROOMTV ROOM NEW 6" THK FRAMED PARTITION R�vISIONs EXISTING 4" FRAMED WALLILJ WITH 5 1/2" THK BATT. 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Hnnse R.A. n/v/oa BUILDING SECTION B - B ID 2006 - C1 SCALE= 1/4"=1'-0" .m A - 5 I I ii Ill'THK STUD WALL 616"O.C. R-15 BATT. INSUL IR" THK,GYP. BD. 1/1" EXTERIOR GRADE Hnn 306 WD. SHEATHING 5/4" THK OAK WD.FLOORING . 3m SATURATED ASPHALT <,. ARCHITECTS 3/4" THK PLYWOOD SUBFLOORING EXISTING IFOOTDEFOUNDATION WALL CONSTRUCTION PAPER -v 2" X 10" FLOOR JOIST 6 16" D.C. & PLANNERS OPENING FOOT DEEP I/1 THK INSULATION BD. {� X2' FEET WIDE- MIN 1 FOOT VINYL SIDING 8" THK R-30 BATT. ABOVE CRAWEL FLP PROVIDE ' sa -steer 0131YE 6Arv1LLe INSECT SCREE UPPER LEVEL ELEV. P-m" AR YORK 11162 TEL 651i6a-011a L EXISTING FOUNDATION WALL , OPENING I FOOT DEEP - APPROX.GRAD X2' FEET WIDE- MIN I FOOT 2" THK CONC. SLAB ABOVE CRAWEL FLR. PROVIDE !� < : 6 MIL.VAPOR BARRIER INSECT SCREEN �� .!„' %( / i/, , 4” GRAVE ASE TOP CAP EL (-2 .10 BFF.)_ \ / / •,/ - / ,/ / , ' /�,/ % // // / /' % % i / / % j \ .` • �`• �; ,\;:,:, 8" THK G DE BEAM- USE 4 / Ln (NO#b BARS) GROUND WAT R EXISTING FOUNDATION WALL --- " - — - - CONC-SPREAD- / I OPENING I FOOT DEEP FOOTING X2' FEET WIDE- MIN I FOOT ABOVE CRAWEL FLR PROVIDE INSECT SCREEN TYPICAL PILE GAP 8"-10" DIA 21-01, X V.011X 2'-0" _ PILE- CCA. / / fzYCISNNG,SLAE'0l�.OR�DEj j / / / I'-b" DEEP TREATED. Li DETAIL A�'�Aj C�F`;''��I'S,T I`J//�''f, ;FZ,ESI'DL�I;+NC/�' Lu ; I A-� -► EXISTING FOUNDATION WALL Cx EXISTING FOUNDATION WALL OPENING I FOOT DEEP OPENING I FOOT PEEP X2' FEET WIDE- MINI FOOT XP FEET WIDE- MINI FOOT 5/4" THK OAK WD.FLOORING 3/4" THK PLYWOOD SUBFLOORING /' / % / / i% i /,j i ,• /' � %� ;// i i j /' % ,. / I ABOVE CRAWEL FLR PROVIDE ABOVE CRAWEL FLR PROVIDE INSECT SCREEN INSECT SCREEN WI 40 X 11 1/8" 6 16" O.C. 2" X 10" FLOOR JOIST o I6" O.C. S" THK R-30 BATT. r, r,UPPER LEVEL ELEV. 1'-0" AFF O p j USE 3 (NOM 6 BARS) FLUSH FRAME FLOOR J015i IN THIS AREA DOWEL r0 EXISTING FOUNDATION 1= W z TOTAL CRAWEL SPACE A ALIGN WITH EXISTING FINISHED FL00 FIRST FLOOR EL. 0'-0' EXISTING 966 SGPT. FINISHED FLOOR ELEV, 8.0' (O'-0'7 --- -- - -- - Q Q } EXISTING FOUNDATION WALL N OPENING I FOOT DEEP 8" THK GRADE Q W X2' FEET WIDE- MIN I FOOT I BEAM- USE 4 ABOVE CRAWEL FLR PROVIDE FOUNDATION WALL (NOM b BAR51 ------- - -- T "-- ---- ---- --- X2' O N INSECT SCREEN OPENING I FOOT DEEP I - APPROX.GRAD&\ o -- L W tu X2' FEET WIDE- MIN I FOOT T.O. PILE C ' O ABOVE CRAWEL FLR PROVIDE EL. - ' BPF. .._ `" INSECT SCREEN � I � 1: 14 KIPS � 5" THK CONCRETE SLAB a uQ.l TO PILE CAP SPREAD FOOTING 3000 P51 a 28 DAYS r --FOUNDATION WALL 8" DEEP X 16" WIDE USE NOM 3 BARS o EL. -1'-10' BPF. OPENING 12" FOOT DEEP TYPICAL PILE CAP H PROVIDE 3'X3'XI'-4" THK TOTAL GRAWEL SPACE A i1.= 10 KIPS _° I 8' O.0 AS INDICATED I . X3'-6 FEET WIDE- MIN 1 FOOT 2'-0" X 2'-O X CONCRETE FOOTING ANp I 639 SOFT. TOP OF WALL 7 r ABOVE ADJACENT GRADE FL PILE- DIA „ P05T UP UNDER PARTITION -4 2" CONCRETE SLAB EL. -3" BPF. I PROVIDE INSECT SCREEN- ;� ?REATEDA P-b" DEEP ABOVE FOR ROOF SUPPORT TO.PILE CAP '= 500 WINS GROUND WATER 9 5 ELEV. 55' - 2'-6" BF'F. EL. -2'-10" 51 9 - - - - - - - -� TL: IdKIPS BA_B2 DETAIL A-5 T.O.PILE CAP TYPICAL PILE CAP EL. -2'-10" BW 2'-0" X V-0" X - TL.= 1 KIPS / I'-6" DEEP USE 3 (NOM 6 5AR5) DOWEL TO EXISTING FOUNDATION a EXISTING FOUNDATION / T.O.PILE CAP w m ✓/ EL. -2'-10" 5FF. m 1 , '' TO. PILE CAP � 'v - SPREAD FOOTING ",uxw=nnc T.L.- IO KIPS 3 r T a" DEEP X 16" WIDE FOUNDATION WALL I . J TOP OF WALL I EL. -2'-10" BPF. I _ OPENING I FOOT 1" CONCRETE SLAB EL. -3" BPF. TL.= i KIPS w ' a/ ELEV.55'. - 2'-6 BF�. m p. „ '� ABOVE ADJACENT GRADE FL TYPICAL PILE CAP w 2 0 X 2 0 X w I ♦'— BOTTOM OF FOOTING __UPPER LEVEL ELEV. I'-0 AFF PROVIDE INSECT SCREEN- I'-6° DEEP _2 - --- - M - e �� 500 501N5 i0P OF WALL / -10" BPF. x MIN.3'-0' BELOW GRADE f 7 - 1 - - -- -- - ---- T FL OR -- GRADE BEAM- 8" WIDE - - -- EL. -7-10" BAF. � �� # SPREAD FOOTING W14 6 BARS �. S -- 8" THK.GRADEL.O'-m" A FUND FEET WIDE- MIN FOOT 8' DEEP BX A6" WIDE 13 t- T.O. PILE CAP BEAM- USE 4 -- OPENIING 1122" FOOT DEEP � SPREAD FOOTING 4 5 BARS g" DEEP X 6" WIDE I DREAD FOOTING I n � APPROX.GRADE--,, GRADE BEAM- B" WIDE (NOM 6 BARS) _ �i•/i/ % ;/ 13' 13'-II" X 3 -0 DEEP W/ 4#6 BARB ' ABOVE ADJACENT GRADE FLR 1 PROVIDE INSECT SCREE- B" DEEP X b" WIDE 500 WINS13'-l" I'-II" --- ------- A-A NO 40 BAR SET IN CONCRETE __-______________ _ _______ A-5 FOUNDATION - PROVIDE HOLD DOWN ANGORS BY 6IMP50N SPREAD FOOTING _ / / . (HPAHD) - (2105 #UPLIFT) 8" PEEP X Ib" WIDE �I TYPICAL PILE C ANN A.& * HYDROSTATIC OPENNING CALCULATION PLACE OFFSET U OC.WITH 1'-60" X 2'-0" X W� �•, 99s 2'-0" OFFSET USE I/2" DIA. X 16" DEEP B"-10" DIA " PEEP EXISTING CRAWEL SPACE AREA = 966 l ANCHOR BOLTS 6 4'-0" O.C. GROUND WATER _ PILE- GCA NEW CRAWEL SPACE AREA= 639 SOFT �—— -TREATED- TOTAL cRAWEL SPACE AREA = 1605 SOFT o„95g 1 WIN /SOFT FLOOR AREA PROPOSED ADDITION EXISTING RES. 7NFRC PR!]VInF M7AI !]F IAMA S1.1 IN FOUNDATION PLAN EXISTING OPENINGS C-D-E-F-G - 1440 SO IN GLENN A. HAASE R.A. NEW OPENINGS A-B = 860 WIN f 7B i 3 DETAIL ATI d nPPNlur,= O�01 +oINAIPPI PIIFf] SCALE- 1/4”=I'-m" A-6 a 2006- C1 A - 6 iii FOUNDATION WALL �a a s OPENING 2 FOOT DEE X3 FEET WIDE- MIN I FOOT associates le ABOVE CRAWEL FLP F'ROVIp WOOD STRUCTURAL 5/4" 7HK OAK UA.FLOORING � ARCHITECTS INSECT SCREEN 3"X6" RAILING- DECORATIVE 3/4" THK PLYWOOD 5UBFLOORING & PLANNERS 2"X2" BALASTRADES COLUMN 2" X 10" FLOOR JOIST a 16" O.C. Q b"O.C. 8" CONCRETE BLKING(2 COUR5E51 se .mLeer wave ,SAYVII E CONC.PILE CAP New rorze Ines FOUNDATION WALL „ TeL eel-see-oua OPENING 2 FOOT DEEP 8 THK R-30 BATT. X3 FEET WIDE- MIN I FOOT 5/4 CEDAR 6AHARGHITEGTSOGS.LOM WD b" DECKING ABOVE cRAWEL FLR PROVIDE "T INSECT SCREEN 9 Fn _ „ „ 2X12 /�/ ,/ i /'/ •/ / '' ' / %' ! CEDAR TREADS APPROX GRADE I '� 2"X8" CCA �2" THK GONG SLAB Q 6 MIL. VAPOR BARRIER DECK J015T „ a 16" O.C. 2' 0 — 4„ GRAVEL BASE Ib" DIA. CONCRETE 2(2"X8"1 DECK CONC. PILE CAP FTG.FOR STEP SUPPORT / 7!�f��,Y ry / ! % / / ! j' / / - tu DEPTH Y-0" BELOW GIRDER-CGA Z /A/Vil' ,/1'.i11.t'iJ,l 1k�7 W ::CC 3'l.L.dt'�dV .4/ j i; / ' ', ' ,% ' /; ///i .�;! ; j! ',%' GRADE /' % /� i i /" % ./ / /i� / / //' / i' ' / ,i' 8"-10" DIA PILE- CCA. TREATED. DETAIL FOUNDATION WALL ,! /OPENING FOOT,, EEP' / ; , 2 DETAIL X4 FEE II WIDE-'1��1y,I FofffJJJf / / /' /, AR6VE/CRAII�ELFL�PRPVID2 /i ! A- J FLU5Hf4ME`FI�60 J0151I i'HI ?+ I' �/ �� / -. /% / ROOF CONSTRUCTION W N' `�' /ii / / % !'I i / / i ! - ARCHITECTURAL GRADE SHINGLES ROOF CONSTRUCTION /AL S TG EXISTING rNISyED EL'00 !/ / i i // �% // i i / / / / / / i OVER 30 M SATURATED ASPHALT yUr� tu CONSTRUCTION PAPER OVER 3000 SATURATED ASPHALT O Z Z CONSTRUCTION PAPER i / // ROOF THK.FR ROOF SHEATHING OVER 5/8" THK.ROOF SHEATHING OVER ~ i v, i ROOF FRAMING — SEE ROOF FRAMING Q y /!'i/ / !/ i !j/,/ % % F USH ED R 2 ( X6 L O T e I FOR RATER SIZES AND SPACING. OR ROF ATR�I�ESSMID SPEE A FRAMING Q Q E L X 1 1 B% I6 C. r NEW FRAMED ROOF NEW FRAMED ROOF W lu NEW FRAMED CRICKET W 2( 3/4" II 1/ " 2( 3/4" II 1/ '7 Q w L. B .GI R L.5 .GI ER I 70P OF RIDGE EL. 12'-6" AFF. - % I � . tu tuLL W14 111/ " a " 0. . r .I m ii ii ' j _ 17_Il. 11ll if- llllI ILS - / C 0 5 RID I e MI SPA - ! /�,' / / - — - -F EXISTING FRAME - E3-E3 ROOF AND CEILING 2 X 10 a Ib" O.C. - ��'/ 20 /4"xl 1/6„ mi .B➢.GI ER 1.6 .GI ER / / ' I EXISTING EXTERIO REMOVE EXISTING MASTER REMOVE EXISTING FLUSH LEDGER 1 !2X61 LAG BOLI WI 4k1 II 1/ " a 1 " O. . .n FRAMED PARTITION ROOF EAVE BATHROOM ROOF EAVE x C 5 RI ING a MI SPA I '�' I 9 "nvnnc nnc TOP OF SLAB ELEV. WI 40 X 1 1/8" a Ib" O.G. +5 "' ! MINUS 35" BELOW — MASTER 0 BEDROOM a BEDROOM FINISHED FLOOR — _ _ ' _ BEDROOM — _ - ,-- LL .r— - - -- -- — — — 5/4" THK OAK WD.FLOORING 2'_0„ �. — — —---— —— ——— —— 5/4" THK OAK WD.FLOORING 3/4" THK PLYWOOD SUBFLOORI 3/4" THK PLYWOOD SUBFLOORING 5/4" THK OAK WD.FL RING -- -�'- FOUNDATION WALL 3/4" THK PLYWOOD LOORING .'., OPENING 2 FOOT DEEP UPPER LEVEL ELEV. I'-0" AFF R€VISIONS 5'-4" 13'-11" X3 FEET WIDE- MIN I FOOT _ _ ABOVE CRAWEL FLR PROVIDE _ — o� E oast ivnen INSECT 6Gf�EN FIRST FLOOR EL. 0'-0" (J,' " _ ) ( 1,' Xl (.XJ/`'� FI DIA COMPETE / �/ _ FIG.FOR STEP SUPPORT A-A AA-b - DEPTH V-0" BELOW q.5 WI 40 X 11 1/8" 0 16" D.C. 2(1 3/4x11 1/8") GRADE 2" THK CONI.SLAB EXISTING 6 MIL. WAPOR BARRIER FOUNDATIGN 4" GRAVEL BASE FLOOR FRAMING PLAN " Gy�NNA "'� G: SCALE= I/4"=I'-0" N� CONC.PILE CA CONC. PILE CAP e"-10" PIA 8"_I0" DIA PILE- CCA. PILE_ CCA TREATED. GLENN A. HAASE R.A. TREATED. -0 n/a/cc oN., 3 DETAIL 4 DETAIL _.2006- C1 A - 7 ROOF TECTU CONSTRUCTION GRN HaaseARCHITECTURAL GRADE SHINGLEHURRICANE TIE USE SIMPSON OVER 30 0 SATURATED ASPHALT ciates e H2 CLIP (310 9 UPLIFT CONSTRUCTION PAPER VINYL SIDING OVER TYVAK HUWICANE BUILDING TIES a I6" OC. EACH ROOF RAFTER- 5/8" THK ROOF SHEATHING OVER VAPOR BARRIER WITH 3/4" ARCHITECTS USE MT530 TWIST STRAP EXCEPT AT MT530 LOCATIONS ROOF FRAMING - SEE ROOF FRAMING THK INSULATION BOARD R-5 & PLANNERS a 211 4'-0" OG WHERE SIMP50N (HPAHD FOR RATER SITES AND SPACING. WALL CONSTRUCTION - D. EXTERIOR GRADE PLYWD. 55.ULBE DRIVE ,5Ari/ILLE ANCHORS OCCUR FOR iHRU ANCHORING HURRICANE BUILDING TIES TO FOUNDATION)(835 0 U LIFT) USE MT530 TWIST STRAP II SHEATHING OVER 4' WD. NEW YORK II-181 STUDS a 16' O.C. -4 asl-sys-Due a 4'-0" OG WHERE 51MP50N (HPAHD _ _ ANCHORS OCCUR FOR THRU ANCHORING ) BATT. R-13 TO FOUNDATION)(835 0 UP LIFT( RIDGE RIDGE • t f ) �t 6AHARCHITEOTSaG5.COM t r y x 5 IR" GYPSUM BOARD A-5 T.O. CT WINDOW NEW EL 14'-811 AFF. 6' CIRCLE TOP WINDOW WITH -' NE - _ - _ - _ ,,: BY ANDERSEN _ DASHED LINE INDICATES u+ INTERMEDIATE HURRICANE - - _ LINE OF EXISTING ROOF �[ �f CLIP 51MP50N H2 (220"UPLIFT) _ - _ - - _ - _ - TO BE REMOVED K l�GI Z VINYL SIDING OVER TYVAK VAPOR BARRIER WITH 3/4" THK INSULATION BOARD R-5 d _ - - --- - - - - 2(2 xio a 16" O.G.) EXISTIWITH 5N FRAMED R-13 -I TOP OF FOUNDATION - - _ - REMOVE EXISTING GEILI €€z _-- -" 2(2 X 10 a I6 O.C. Ut 'r j U N 11 1 SIMPSON HOLD DOWla�-1 ANCHORS (HPAHD)LOCAT _ _____ _ __________ _ ____________- ---___=______ --- - ------- --- ------ — t AT EACH CORI ER AND Q ^ \ AND THEN AT 4'-0" O.C. _ - - _ - - - - - -4 H RIDGE RI 2X0 F REPLACE EXISTING SLIDING Q I� - — GLASS DOOR BY ANDERSEN Q W/TRANSOM /NO 4" BAR SET IN CONCRETE 1" X 16" DEEP _ 2l2 10 o I6" O.C.) w FOUNDATION - PROVIDE HOLD lu ANCHOR BOLTS a 4'-0" O.C. - FIRST FLOOR EL. 0'-0„ DOLLN ANGORS BY SIMPSON _ - - � / 9 Q (HPAHD) - (2105 0 UPLIFT) - _ \ / ? 2( X PLACE a 4'-0” OC. - - — - - / r > Y -g��y 0 X10611 11 "O. J �� r CY X-YOO�YX-X_t� Q In CRAWEL 2 DETAIL ELEV. - -- - _ - - - - -- � - - 2(2 100Ib" o.C.) O a Z A-8 pASNEP LINE RAFTERS — — — — — — - -- - _ - - ;— \_EXISTING HURRICANE BUILDING TIES _ . - FOUNDATION USE Mi530 TWISTP - O —" T x t ✓— a 4'-0" SIM OC WHERE SIMPSON (HPAHD � ANCHORS OCCUR FOR THRU ANCHORING 10 FOUNDATION)(835 "UPLIFT) - -ALIGN�XT�ND -ROOF WITH tEXI INCBEI'C1tl - -UW-2X8 RA 2(2 22 I0 o I " O.C.)bDETAIL 0 - — oanxtnc n>� MID SPA( - - - X 10 a 16" O.G. i 2(2 x10 a 1611 O.G.) r BRACING rc I a �y 2 X 0 2 6" OG. � '— 2 X 19 RFVISIONS o scAlvnon NO 4"BAR SET IN CONCRETE FASCIA (BOARD- USE 5/4" X 8" PREMIUM FOUNDATION - PROVIDE HOLEr - ) FIR W/ 5d4"X3" TRIMMER DOWN A.NCORS BY SIMPSON (HPAHD) - (2105 M UPLIFT) PLACE a 41.011 OC. 8'-5.1 0 PLACE ----� I HATCHED LINE I 13' HATCHED LINE TOP OF FOUNDATION RIDGE INDICATES BEARING WALL j' INDICATES BEARING WALL D ANN A.N 9C'`✓ 21_511 CRAWEL I -e - RIDGE N N004 BAR RIDGE st�ssat FRAMED CRI WITH 2x6" JOIST A-A GLENN A. HAASE R.A. A-5 n/v/oa I = 1 0 1/211 DIA XI6" DEEPROOF FRAMING PLAN 2006— C1 ANGHOR BOLTS a 4'-0" O.G. 3 DETAIL SECTION SCALE:= I/4"=1'-0" A - 8 -paase P5�_1111 associates p.c. ARCHITECTS & PLANNERS 56 XLBBT DRIVE ,5A"I I E N YORK 11162 TEL 651-5650116 6AHARGHITEGT5mG5.GOM EXISTING FRAMED ROOF STRICTURE CONTINUOU P.V.C. RIDGE VEN ROOF CONSTRICTION ARCHITECTURAL GRADE SHINGLES _ Q OVER 30 PSATURATED ASPHALT 5/8" THK ROOF SHEATHING OVER FRAMINGROOF F RATER SIZES SINC AND SPACING. A I - REMOVE ROOFING SHINGLES ANP USE MATCHING ARCHITECTURAL GRADE SHINGLES TO MATCH NEW ROOF _I rl�l i I[I f V-L 111111 OVER 30 M SATURATED ASPHALT _ _ _ .- �- _---- - - --- ---- : [I I CONSTRUCTION PAPER VENT THRUROOF l_ 14 i I llfl 1111 IIJ i = - _ Y �I�II�� _ r 1l � _ l�1f 11- 1.1�1 �1 1111I� 1 ' I'lLL1J11 (111111 T _ P =f �_ _ l �ll Illy J l II 1If1 III _ EXISTING FRAMED �- -- 1- t �l)) 11 I�I]IrII�IITIII I�ll'Illl�fl'I'�IT 'flllll i - __ 111111 ROOF STRICTUREyl r� 11l(1111 111 1171T1 II- IJI 1_I111 n 1 II ITTI _ �Il I' 1111/1111 IillfI11 X41 flf'l 11]1'Il Ill 11 _ 111111_I1111 1[111 I I I� 1I1 II 17 11111 - _ . - 5 CONTINUOUS ALUMINUM GLITTER F+i III111�1�1� - - __ _ _ - - � � - z U u-i �- _ � _ I f hili- Il ll _llllll- UII ' if 111111111 J1111- - _ _ _ O z _ - -� - _ - - -- - - - --- - - �- . 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RIDGE - � RIDGE VENT s� 5" CONTINUOUS ALUMINUM GUTTER N-+ 9), 0179saf t PROPOSED ADDITION PROPOSED ADDITION ' ' GLENN A. HA SC R.A. 2006 - C1 ROOF FRAMING PLAN ' SCALE- 1/4"-1'-0" A - 9 2 I/2" VENT a a s e 2 /2 —� THRU-ROOF associates P.C. 2 I/2" VENT VENT ARCHITECTS THRU-RooF THRU-ROOF I 21/2" & PLANNERS 2 I/2" - s6 JULeET DRIVE ,SAYVILLE __ J 2" — NEW YORK 11-162 _ I 121/1° _-- -- - 7 r I TEL 601-560-0110 ? _ 8 11/21, 11/2" 2 6AHARGHITECT5665.fAM 8 11/21, O 2.. \ O ITR" I 0 1 1/2" o I � 2" � I/2" o 11/2" I/2" 12" o ° +�' 3" 11/2" 21 II/2" II/2" 3, II/1" C.O.I1 4„ ITR° CO. 2° 2" EXISTINGHOUSE RAP AND FAI 4" G.O. Q 311 4.. (_411 } EXISTING WINODUIS AND DOORS 4�� - - CO. j � 1-- -- - - - - -- - — - -I--- -------- � Z PLUMBING RISER DIAGRAM I - - - -- - NOT TO SCALE EXISTING CAST IRON I PREFAB-"0" STONE -I WASTE LINE TO EXISTING CLEARENCE HEARTH SANITARY WASTE SYSTEM FIREPLACE I EXISTING L - - - -- - --- - -- - - - - GAS FIRED LAUNDRY ROOM 1 GLASS ON 3 _ O SIDES O I ® R " GFI W vENT EXISTING ROOM 2°S TCHEN OO- - VENT THRU ROOF W w GREAT 2 I I 5TONE HEARTH II II -- 211 D -- ICE MAKER II lu BAR I WNE/5CA51NET I 2 Lu W uJ ABOVE I I U) I I II A 1 � ' i1 - - -- - 0- YBJi Al EXISiIiQts CAST IRON WASTE LINE 70 EXISTING h SANITARY WASTE SYSTEM ^ �{ EXISTING - -- _ HOUSE TRAP BATHO AND FAI G.O. TV ROOM WALK -IN CEILING HGT:5' MECH (-411 vnaEa l.cennw � II/2 � VENT DEnmxc nne MASTER BEDROOM 21/2" OVENT CLOS I SINGLE STATION THRU-ROOF SMOKE DETECTOR I - BATH R€VISIONS 1 4n 8� BEDROOM Dere DESDRIPnON VAULTED 21/2° VENT HALL THRU-ROOF I - - r -- � I NDUPLEX OUTLET 2" 4" oa GFI WITH GIF O BEDROOM SMOKE -+ m � y fip I CA. 2 3 VAULTED L -- J OFFICE DETECTOR L - - -- -- MASTER BATH 2 0 o VAULTED DIRECT LINE (220 AMP) mTy�-T C c1 DUPLEX OUTLET a a 1/2" I U V WALL SWITCH 1 3 way 3 Luq GLENN A. HAASEE R.A. WALL SWITCH II ---- ----------------- --- RECESSED G 2006— C1 LIGHT FIXTURE ELECTRIC AND PLUMBING SWITCH CONTROLWIRI SCALE= 1/4"=I'-0" A - 10 ��aase assoelates P.C. ARCHITECTS & PLANNERS 55 JUL5ET ORNE ,5AWILLE NEW YORK IMM TEL 651.565-0116 EXISTING WINODWS AND DOOR5 &AHARGHITEOT5605.00M r- - - - --- - - - - - - - -- -- - - - - -- - - � I I I I I I I I EXISTING L LAUNDRY ROOM I I I O EXISTING ❑� O GREAT ROOM KITCHEN r DW X I I II I I O I I II I I I I II I I II II II tu I I II T I I II I I 1 I II VAV < _ O '�I IU ��j�� z j�, maxx✓gzs ./1� ATTR I— Wlu�9frY1& ikY,}y,� C Q 1 SYSTEM 2 Q Q ATTIC SYSTEM ,f,, Ili� � — I �o _ — VAV ttr , I -- ICU MASTER BEDROOM '' — Q L - - J Iu 5f) 51NGLE STATION n SMOKE DETECTOR I axwx�a® x5 BEDROOM I VAULTED HALL hS5}� PR CT IEGnW I I I I OI � I I oR.Nxa nRE BEDROOM GA. —-- -- VAULTED MASTER HATH OFFICE L VAULTED o � U o I � R€VISIONS DATE OESCRI"ON o Q �y y�NN A. � U 2 a � ` a � 'yr 017959-7 HVAC F. GLENN A. HAASE R.A. SCALE= 1/4"=I'-oll „ro/ao A 2006- C1 A - 1 �