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HomeMy WebLinkAbout41548-Z �o�Og�FFOLpc� Town of Southold 5/1/2021 P.O.Box 1179 o _ _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41990 Date: 5/l/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1250 Marlene Ln.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-38 Subdivision: Filed Map No. Lot No. ` conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/20/2003 pursuant to which Building Permit No. 41548 dated 4/21/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for _ which this certificate is issued is: alterations and additions, including first and second floor covered porches, outdoor shower and covered enfty,to an existing single family dwelling as aapplied for. The certificate is issued to Palmiotto,Ralph&Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41548 3/12/2013 PLUMBERS CERTIFICATION DATED 2/26/2021 fi M tuck Plu ing 099 Signature 412- TOWN OF SOUTHOLD BUILDING DEPARTMENT o - TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41548 Date: 4/21/2017 Permission is hereby granted to: Palmiotto, Ralph PO BOX 988 Mattituck, NY 11952 To: ADDITION &ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 39471 At premises located at: 1250 Marlene Ln., Laurel SCTM # 473889 Sec/Block/Lot# 144.-2-38 Pursuant to application dated 4/21/2017 and approved by the Building Inspector. To expire on 10/21/2018. Fees: PERMIT RENEWAL $367.00 Total: $367.00 6L Building Insp for ��Q�gUFFDj,�E,y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39471 Date: 1/7/2015 Permission is hereby granted to: Palmiotto, Ralph & Palmiotto, Carol 1250 Marlene Ln Mattituck, NY 11952 To: ADDITION &ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 36576 At premises located at: 1250 Marlene Ln, Laurel SCTM # 473889 Sec/Block/Lot# 144.-2-38 Pursuant to application dated 1/7/2015 and approved by the Building Inspector. To expire on 7/8/2016. Fees: PERMIT RENEWAL $417.00 Total: $417.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36576 Date: 7/25/2011 Permission is hereby granted to: RALPH & CAROL PALMIOTTO 1250 MARLENE LANE MATTITUC, NY 11952 To: ADDITION &ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 36576 At premises located at: 1250 MARLENE LA LAUREL SCTM # 473889 Sec/Block/Lot# 144.-2-38 Pursuant to application dated 6/15/2009 and approved by the Building Inspector. To expire on 7/25/2013. Fees: PERMIT RENEWAL $367.00 Total: $367.00 -f C`o - Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34777 Z Date JUNE 15, 2009 Permission is hereby granted to: RALPH & CAROL PALMIOTTO 1250 MARLENE LANE MATTITUCK,NY 11952 for ADDITION & ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 31924 at premises located at 1250 MARLENE LA LAUREL County Tax Map No. 473889 Section 144 Block 0002 Lot No. 038 pursuant to application dated JUNE 15, 2009 and approved by the Building- Inspector to expire on DECEMBER 15, 2010 _ Fee $ 734 . 00 Authorized Signature I ' ORIGINAL Rev. 5/8/02 FORM N0. 3 34 -7-7-7 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. 31924 Z Date APRIL 20, 2006 Permission is hereby granted GC C(6,4 RALPH M PALMIOTTO 1250 MARLENE LANE MATTITUCK,NY 11952 for ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 29340 . at premises located at 1250 MARLENE LA LAUREL County Tax Map No. 473889 Section 144 Block 0002 Lot No. 038 pursuant to application dated APRIL 20, 2006 and approved by the Building Inspector to expire on OCTOBER 20 , 2007 _ Fee $ 734 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 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) a"n 3)��' PERMIT NO. 29340 Z Date APRIL 28, 2003 Permission is hereby granted to : RALPH M PALMIOTTO 1250 MARLENE LANE MATTITUCK,NY 11952 for ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1250 MARLENE LA LAUREL County Tax Map No. 473889 Section 144 Block 0002 Lot No. 038 pursuant to application dated MARCH 14, 2003 and approved by the Building Inspector to expire on OCTOBER 28 , 2004 . Fee $ 734 . 70 Authorized Signature COPY Rev. 5/8/02 Town Hall Annex p�pSVFFO(��oG� Telephone(631)765-1802 54375 Main Road ® Fax (631) 765-9502 co P.O. Box 1179 Southold, NY 11971-0959 ?�®� �.D®� roger.richert(cDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carol&Ralph Palmiotto Address: 1250 Marlene Lane City: Mattituck St: NY Zip: 11952 Building Permit#: /-� � 5 Section: 114 Block. 2 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan, wiripool bath not connected Notes, Inspector Signature: Date: March 12 2013 Electrical Certificate.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. q t 5 Y"8. Owner*- P" (fn C-4n leaseprint Plumber: lo I If 0s, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers—Signature) Sworn to before me this a Co day of_f-t 20_.2j_ CHELSEA L. CHALON2 I Notary PublicState of New York Registration#01 H6287 )6 Qualified In u olk I to ' Corn - un y mission Expires AugC10 79 NotaryPubfic, 5. 2 765-1802 BUILDING DEPT. ANSPECTION [ ZFOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS• 4 DATE l� �� INSPECTOR a �� �o7 cam„ �-Z�.y 70-1802 BUILDING DEPT. INSPECTION [ �FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUJWATION 2ND [ ] INSULATION PL}iFR/AMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 7, DA IP7 le-� INSPECTOR .1 765-1802 BUILDING DEPT. INSP1[!] CT N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR/KzS: � � DATE /713 /0 (71-/" INSPECTOR 7765- BUILDING - BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY MARKS: 142 DATE 103 INSPECTOR yrs-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: \ �� ZJV/V DATE_l �O D INSPECTOR ��-� lv 31 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ _ROUGH PC G. [ 7FRAIMI NDA D [ ] INSULATION [ ] FINAL [ ] FIREPLA CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: VJ 1 DATE � � INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG.V [ ] FOUNDATIO D [ ] INSULATION [�RAMIN [ ] FINAL [ ] FIREPLAC HIAANEY [ ] FIRE SAFETY INSPECTION REMARKS: 41C - 5- S DATE � � INSPECTOR i ass.,X02 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ rROUGH PLBC��. ,�i / [ ] F,DIfNDAT10Pf 2ND [ ] INSULATION [✓j FRtlMIN��� [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FiEMARKS:TJo AC�S'S DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC ,& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � DATE � � INSPECTOR SO(/j�,olo ' _ .'12 TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG.- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `f<k ELECTRICAL (FINAL) REMARKS: DATE ' ,�� �3 INSPECTOR- ` ��q SO65-76,17 cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [=LATION [ FRAMING/STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 03112—11-3_INSPECTOR G� Ad 4W -- _ 1171' East Main Street RiVerhead9 New York 11901 631.369.8181- February 17, 2021 Re: 1250 Marlene Lane, Mattituck, NY 11952 Gentlemen, Relative to second floor addition, as per filed drawings; Please be advised that the'installed insulation has met or exceeded required R values. Respectfully, J.P. Hunter Insulation PH 0 r � n 081912 FE APR 3 0 2021 i Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com October 16, 2017 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Palmiotto residence—1250 Marlene Lane, Mattituck, NY Dear Mr. Verity: A visit was made to the above referenced property on June 27, 2017 to evaluate the footing work at the rear porch of the building. Based on my observations and to the best of my knowledge, the footings installed are adequate to support the existing structure and were installed in accordance with the 2010 Residential Code of New York State. Please call me if you have any questions. Very Truly urs, SOF NjF� ondon, P.E. D � DD 0 CT 18 2017 BU.J.DING DEI T. TOWN OF SOUTHOLD AkQ+ 7 . 34944,' ti '1250'•A d,epe-Lsjne. . ; +�.� —x::f'�.r,��'Lc;' :%i•0'r%yf: ... _ �, .;:1:Y rf••. ;tz. .... � ... .",� .- _•S' " � • '. � •. p•WYlOQI it ma ' Kba. 8ti8G�t'f0 file, -As pi*the,'ao ,.s MOO on 1-6-04 is to ststr that at th�'abbve listed: ect',the coricrefe foattbi s.for the 'Phis;litter . •. .. of the: ar Z°�oos:]Please except'tbis"itifiew. '.ne1x wW&k ahe,Akio ds efo :- .:, ', ' •.of co�n�liaace'for the ',S, Tius.letter is tQ also•state that the additioi to the 2°d•tloo has no Sh uckwal' p�cil#1e�'.s at the vaulted ceiling.. vaulte..-cei •�Plithe'new'code and as' sound;;Pled excep �compliauce for the - . 't tliis'letta .. . cafe off` • , • . .' �• ;� ';vaulted;moiling. '•'.. •• : � . � . . ,• , ,, , , , , ,•, . ' • :. .' , ; ,•� , • •,, L 4E ARC.- Tiisiik you yhry..zuucli:; ' Adan. 011.. Arc THE Sl . Td Wd80:Z0 200E 22 'u'ef 'ON Xdd WOad FIELD INSPECTIONMEMI IN IMP,157MM • 1` i _.. FOUNDATION(2ND) WN 5105 INSULATION pER N.y. STATE ENERGy u CODE III"Ph �Qppipm Jill pm- MW ON r ` • � . . 11 111111 J! . Mg !�� it •• ..i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? -- F�cuf�o;� TOWN HALL - C-e�,-yt �rG� �f Board of Health _ SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 r15% FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. a�`�c(o Check / Examined ,20 03 Contact: Approved ,20(" Mail to: ;14Dlsapproved a/c Phone: Expiration . ,20 p Building Inspector APPLICATION FOR BUILDING PERMIT Date F'eloraarq 20 12003 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the pe.:anit for an: ----- addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building,Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig ture of applicant or name,if a corporation) 015--51 r'-A&MOUS 4ewrs Bled, PuS41,19, (Mailing address of applicant)A/t� /3S� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises C a ro I n CL k c ph Pa )/7q I (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. 0 W n e r Plumbers License No. 0 W n-P /r Electricians License No. p vVr)fir Other Trade's License No. At I A 1. Location of land on which proposed work will be done- 2 so M arl e-n Lan' e- /V/a44/JVC-k House Number Street HamlF`1 T 8_;•-,1:, W�'11ifl E1,� 3 *ild Cci��'Z.'Q , County Tax Map No. 1000 Section y Block fidr�� °'Pt Subdivision Filed Map No. T �� ,.�...z,.�ft �o t,Lot;:�o,�•; �.. (Name) s W 90v<1�Yi�r.chi's ;:a 2. State existing use and occupancy of remises and intende use and occupancy of proposed construction: 2. g p Y P � p Y p _P a. Existing use and occupancy o n a m I )V h w e, 11 f nq b. Intended use and occupancy On e- Fam 1( n 3. Nature of work(check which applicable): New Building Addition Alteration/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� � C�C7® Fee � 1150 . (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor I If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. � / 7. Dimensions of existing structures, if any: Front (P5 Rear 5 f Depth 30 Height f 7' Number of Stories / i Dimensions of same structure with alterations or additions: Front 5' Rear Depth Si7 Height 20 Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories r � 9. Size of lot: Front /5O Rear Depth 5 10. Date of Purchase L a(j jq3 Name of Former Owner M A LON E Y 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO Ralph and CarD/ r Phone i`:':. --i4. Names of Owner or prernl�es �x.[�1-of Address Name of Architect P l a t, cta r o n Address 3-o-Q S �J- .I,* 0 q, Phone No 50,514(o —W(P g Name of Contractor 0 W n P.,r' Address -moi one No. J 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. , b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Qct/j—.. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me thisj 1r c day of CAI 20 Notary u Signature of Applicant JERRY EDELSTEIN Notary Public,State of New Yolk No. 01 ED4696037 Qualified in Suffolk County Certificate Filed In Nassau County Certificate Filed in New York County Commission Expires April 30,2003 l � 1 ;Z Town Mall Annex 41 Telephone(631)765-1802 54375 Main Road U2 P.O.Box 1179 G roc�er.richert :O`wi.sautfiOltl.nV.Us Southold,NY 11971-0959 �� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 2o(_ + 2W-PP- *Address: SO M A 2 42."e' *Cross Street; V / G -f— 'PC c6 ti t *Phone No-: o 7 0 Permit No.: 3 L,�5� Tax-Map District: 9000 Section:� � Block: Lot: 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: (a/ NO Rough in Final *Do-you need a Temp Certificate: YES/,NO Ternp Information(If neededl *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other '"�Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form � r� ; APR X2.5 l -:_�;` 516-546-4693 ALAN L. AARO 3028� Town of South Hold Department of Buildings Apr. 22, 2003 Res Palmitto Residence; 1250 Marlene Lane Please be--advised that -the beams and girders on -the---second -floor have been designed in accordance with code, and are sufficient to carry loads which they may be subjected to. The structure is sound as designed. Yours truly, Alan L. Aaron, R.A. dw o I��FTHf SS��E�E _ � ' 61B•6.0�.4699 r � 'A C 3' I 302K ./YW 1f566 Town of SouthHold - •f V' Department of Buildings April 25, 2003 AIL Pat Conklin _ J • Re: Palmitto Residence; 1250 Marlene Lane Please be advised that the first floorjoists will not be affected by the loading of the additional weight of the new second floor above. In additionK to the loads transferred to any exterior wails,the existing foundation is sufficient to carry loads which they may be subject to. Any interior loads from the new 2°d floor above will be transferred to beams& Posted down at fust floor down to steel colimm in basement as shown on the Plans• Thank you very much for all your understanding. Your truly, M1 , Alan L.Aaron, RA_ ] SI 'a ' t ALAN L. AARON ARCHITECT 3028 JUDITH DRIVE Dates MERRICK, NEW YORK 11586 Mar, 14, 2003 Toy Building Department Town of South Hold, MattitutAp N.Y. Attns Principal Building Inspector, Michael verity Het 1250 Marlene Lane, Mattituck, N.Y. Please be advised that the existicg Septic tanystem is sufficient to take they id scharge ' the adders master bath. Structural calculations ar gineered, in accordance with code requirements and good practice. ,Energy calculations are as required and in accordance with N.Y.S .E.C.C. Agl "windows are hurricane tested =.ssle windows in accordance with code. A Yours truly, # * Alan L. Aaron, R.A. G� JOE� 44 79 F rKf�T r' f ,S 7fi1 Jo ti7rvrn�J�i' � s � ���� �• , kbv .1 y�z (JV -QL91� VPojqj or -.1 ao Yl �hLZ� fiL2fi 1 f.-8, 15d VVIIIII 4l99"aq? fi! '1'sc/ 0,09 -u3z-z�Z) wl�wW>IW JLp2o , .s °1L 9>y),2,vvcj <, -97 1 jyl-) Z j,e.. so QAiN mfle��� SS'�9 � c �Z l - ) V Iso tamJ s xlj sl A �21 WAS ?Lal►o job 1?IO40S WV7-DW IW �►'�Ism� 7'�'�n2�n7J 1� vip t , 5.0 AA^izLet,�e LA -Toc(g.� f il-11. 2/ `71U3 5 C XU c--Cui2^-L eTf GLV Lei (AJil a f-'c;,= _ 2 c"/ 7-, fF 7-!�/ 6' I Y i� �k'-`,'i•tit', rY- �0. 7952 aF TII E ca a Town Hall,53095 Main Road • Fax(631)765-9502 P.O. Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 ®.( �►� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 19, 2003 Mr. Alan Aaron, Arch. 3028 Judith Drive Merrick, NY 11566 Dear Mr. Aaron: The attached plans that reference a building permit application for an addition at 1250 Marlene La., S CTM#144-2-3 8, are being returned for the following reasons: 1) The Design criteria. You note that your design is the engineered method. However, the sources you have provided, in particular Fastening schedule R602.3(1), is not the proper souce for our 120 mph wind zone. 2) Nailing schedule. Please provide a nailing schedule chart from the proper reference. 3) Connection schedule. In addition to the connects rovidedI lease upply an end view, as indicated on the attached enclosure � f ` 4) Windows. Kindly certify that egress, light and vent are met. Please re(u mrt these plans, Ace your application is on file. If yoit hav any questions, call 631-765-1802. Respectfully yours, Pat Conklin Authorized Signature OF SO(/l�,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �C®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 8th, 2009 FIRST NOTICE Ralph & Carol Palmiotto 1250 Marlene Lane Mattituck, N.Y. 11952 RE: 1250 Marlene La. (Additions/Alterations) SCTM: # 1000-144.-2-38 Dear Mr. & Mrs. Palmiotto, Please be advised that your Building Permit # 31924 issued April 20th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $734.70: at that time we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department P.O.Box 1179 Permit#: 36576 54375 Main Road F Southold, New York 11971 Permit Date: 7/25/2011 (631)765-1802 Expiration Date: 7/25/2013 Parcel ID: 144.-2-38 BUILDING PERMIT RENEWAL LETTER Dated: 10/25/2013 Applicant: RALPH& CAROL PALMIOTTO Location: 1250 MARLENE LA LAUREL Work Description: ADDITION/ALTERATION ADDITION&ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP #34777 X17.®® A FEE OF 00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: RALPH& CAROL PALMIOTTO Address: 1250 MARLENE LANE MATTITUCK,NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. -xr Southold Town Building Department gQFFOI,oy P.O.Box 1179 Permit#: 36576 -a 54375 Main Road o • Southold,New York 11971 Permit Date: 7/25/2011 yyQl 765-1802 Parcel ID: 144.-2-38 Expiration Date: 7/25/2013 Parc BUILDING PERMIT RENEWAL LETTER Dated: 11/14/2014 Applicant: RALPH& CAROL PALMIOTTO Location: 1250 MARLENE L Q- 1 f CC Work Description: ADDITION/ALTERA 1 FIR-S-T NOTICE 10/25/13 ADDITION&ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP #34777 A FEE OF $417.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: RALPH& CAROL PALMIOTTO Address: MATTITUCK,NY 11952` The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. FEB 2 6 2021 -b�s ck- U3 "I-,pla,77-"� As") ajU 2 f. 6z, wi� ' 17 04,- A 00 _3 AM- 0- 41rX, 5- V Fra kwr b ct n L0 z Mrt 4 -31.3' '7` f' ;,,° n _25.4' 33.7 I STORY FRAME HOUSE ci HOUSE No. 1250 z o zw CHAIN LINK FENCE E 24.9' t 14 cd tn 25.5' 06NC Pkno lz La 8 OS 19.7' w lit 0 IN GROUND Lo POOL z 43 0 19.7' wuj IL N z Y 7 It J 14 0 viO (A io 0o d O 03 N La z cq 0 ;lt CHAIN LINK FENCE CHAIN LINK FENCE POST do RAM N 20o39 ' 10 w LOT 81 150.00' lul (L c; z A"ENDED MAP OF PROPERTY OF LOT In LOT00 '"AhTTITUCK PARK PROPERTIES c. z THE OFFICt OF THE-CLERK OF SUFFOLK COUNTY ASALE No. 801 SOUTH ELEVATION T T o / I \ ROOF OVERLAY / \ ROOF OVERLAY ONTO EX.ROOF / \�ONTO EX ROOF 0 IX.ROOF LINE // I \\ EX ROOF —@ 16"O.C--l —i 16.O.C.—I\ ` 116" s�` I EAST ELEVATION /10111 T �� ENTRY DORMER ROOF PLAN ENTRY DORMER ROOF FRAMING PLAN p DD a'0T 1 8 2'017 rNG FOUNDATION TOWN G SQUTY �L� 1 Vx" 124'HEIGHT TO NEW�� CENTER C RAISED CONC. it - PATIO W/STONE REVISIONS Iv ) of Ne STRUCT. COLUMN Ex' X STONE DRIVEWAY (TY'-) 12'0 A.C. 5• SONOTUBE 10"STEP NEW STEP NORTH ELEVATION rSSIo�ti`` ENTRY DORMER FLOOR PLAN ENTRY DORMER FOUNDATION PLAN Plans are prepared by Condon Engirmahg.P.C. It is a violation ofthe NmYork State Scale://4•=V-0• Condon Engineering, P.C. 1250 MARLEN E LANE Education Law,Article 145,Section 7209,for any person unless acting under the direction of a rw sed Professional Engineer,Archlecr,or Land Surveyor,to alters MATTITUC K New York Aft dem in any way.B an tiers bearing the seal of an Engineer,Architect,or Land Surveyor is 1755 Sigsbee Road altered,the altering Engineer,Architect,or Land Surveyor shall affix to the dem his/her Drawn by:JJC Mattituck, New York 11952 vah seal and the notation Wtered by followed by his/her signature and the date of such (631)298-1986 (631)298-2651 FaXEXISTING CONDITIONS Vni alterations,and a specific description of the alteration. Date:10/16/2017 www.condonengineering.com PORCH PLAN - WINDOW NOTE: , I Outside View Item NO. Qty. Description All new windows and glass doors shall meet the requirements . of the large missile test of ASTM 1996 and or ASTM E 1886. -M---- - -- - - -- -OR •Ot 1de View Beni No, Qty. Sueo�atY.D�rct flan _ _ _ Item#2 Qty:s 2-wide Cascraent The Contractor shall provide pre-cut 1/2" plywood panels to Itcm#4 Qty, I 2-wide G,-„Jr sensent MARLENE LANE L,acatfnsi: A; 2947(E)Left Hinge Casement,F'rame:29 X 47:Designer Series, cover the glazed openings & shall pre drill edges at 12" oe to Location: A; 2335 Left Hiage Casement,F'rnnret23 X 35: Designer Scries, �� R.O:4' 10-3141" X 3' 11-3/4" Clad,Model 2,Seacoast White.(SC0001),Surgle Clear-Impact accept 2-1/2" #8 wood screws and provide adequate � I B R.0. 3' 10-3/4" X 211-3/4'-3/4' Clod,Madel 2,Seacoast White(SC000I), Sin*Clear-Impac!. Jamb De Ah:4 9116 Resistant 6mm Glazing,Cham HC L,owE Te DGP Champagne Jand)Depth: 4 9/l5 Resistant timm Glazing,Champ Hr LowE Tenlp DGP,Champagne 1 gl p � � � 8 -- - - number of screws for fastening. WallCrnd: 4.9/16" Screen,Champ Hord%2ne(HurricaneShield),Performance(DP) VVaIICusr):4.9116" S+:rccn,Champ Hardw�arc(HurricaneShiekl),Performance(DP) s 200 39' 10" W 150.00, i)aNI&vlevc` ;'em Ng.- Upgrade-,Fins(per design) 1Jpgrark,Pins(per'design) _ gummary Odea:• ' loft —_ Pf;r (P f`�) ; Item#6 B:2335 Right Hinge Caoemeat,F'ramc;23 X 35:Designer Series, — B:2947(E)Rigkt Hinge Casernemt,FrAme:29 X 47:Designer Qty: 1 3682 Right Hinge Out-Swing French Door,Frame:36 X SI-112:' Clad Model 2, Seacoast While SCOOO t Single Clear-Impact — Series,Clad,Model 2,Seacoast Wlritc(SC0001), Single Clear- ti Location: Designer Series,Clad,,Model 2.,Seaoaasi White(S00001),Single ( )' 8 �t Resistant 6nmi Glazing,Clr:tmp HC Lowh Temp DGP,Champagne t Imbed Resistant6mru Glazing,Champ HC I.owE Temp DGP, 3'0-314" X 6' 1(Y' Clear-hnpoct Resistan(6rnm Glazing,Champ HC.LowE Temp DGP, CLEAR OPENABLE AREA.OF 5.7 SQ.FT. Scrcen,Champ 1 lard►varc(1lrurictlneShield), Perl'omrancx(DP) I I Jamb Depth:4 9/IG EnduraHraas Handle Fins(per deslgrl),Performance(DP)Upgrade o r o Champagne Screen,Champ Hardvrare(HumcaneShield),Perfomtarra p , (DP)Upgrade,Fins(per design) `� WallCood_:_4-X1116"_ a_ Upgrade,Fins(per design) a Nates: — � CL o r}C, 1V1ttNrr: SHOWti1N A^C'A9EMEXT BUTTIltS WILL BE YOUR AWNING PRICE, `t-1-! �? � _ _ Ouleide Viev/ lfciii No. _ 5uritmnt DeaCri :nail _ __ __ Ortttde Ylesv 1lram Na' Qtf. 51uiNmorY Dey'f(plirm ,— �• lien Al 3 Qty: 1 2335 Right Hinge Casement,Frame 23 X 35:Designer Series,Clad. — llem#5 Cllr:1 7282 Ac livc>tnircth'e oaf-Swing Pn uch Door,Frame.-71-114 X 81- _ [,aettHon: Mvdc12, Seacoast White(SG0001 ,Sinee Clear-Impact Resistant �1�I j y �!7 j '' s /�� ' ' \ Loentieu: 112:rDesigoer Series,Clad,Modcl 2,Scxvasl While(SC0001),Single ` ILO: 1' I 1-3/4" X 2' 11-3/4" 6mm Glazing,Champ HC LowE Tem DGIP,Champs Screen, vy I, C)1 i� •-1 "t r '� __ RU:f'0" X l' liJ" C1cEr-lmpt►ct Rcsisrant 6mm Glaring,Champ HC LowE Temp DUP, ! J 25.4' EXIST G. SIDE YARD WitllCoitd,4.9/16" (per design) WA amb Depth:4 9/16 Champ Hardivare(HunicaneShield),Performance(DP)Upgrade,Fins C I / jamb DrTnth: 1 4 9/16 nduraDrass Handle,Fins(per design),Performance(DP)Upgrade 60.2' EXIST'G. SIDE YARD�'�� •� \ lt'' NCow{:4.911fi" — —� ��ei✓ A Notes: I ' Notes: SHOViIN A5 CASEMENT AIl1'THIS WILL BE YOUR AWNING PRICE, W.D. DECK DROPPED 6 Q' H EXISTING ONE FRAME HOUSE r - I 8 4y Iv> NEW est FL. ADDITION 9'-0" X 14'-8' 4'-ONEW SECOND FLOOR o " 6'-9" 4'- I " 9'-7" 8'-7" 7'-0" 8'-6" gl_611 61_911 lo ADDITION w 23'-8' X 31'-4' W is o NEW OUT DOOR SHO z o z 5'-4" X 7'-0' o' NEW DE MW / ROOF C RIN GT-1 • NEW OPENLINE OF o TRELLEs . DECK ABOVE LO (2) 2" X 8" DROPPED (TYP) 32.2' NEW SECOND FLOOR 17.1' NEW FIRST FLOOR 1'-0" dia. X 3'-0" DEEP OUT DOOR DECK \ x P.C. FOOTING (T)'P.) \ EXISTING POOL o (2) 2" X 8" DROPPED (TYP.) 9'_21 r N0`"" I 1 11 1 I I 1 I I 1 I I I I 1 I I 1 I I I I I II 7-5 7-5 9-7 8-5 8 71- 1011 8 6-7 8-6 6-9 Ln 1n CSI 2" X 8" BOLTED 3 1/2" DIA. STL. COL. I to 3 1/2" DIA. STL. COL. b _ LEDGER (TYP.) W/ 7 TOP STL. PL. W/ 7 TOP STL. PL. C" "' ° & 4 BOTTOMSTL. PL. r & 4" BOTTC)M STL. PL d I ! Nil --_ V'•• !.'• 1.1.. 1,.. .•I . -f. f. V• I 1 I V/ o I (2) 2" X 8" DROPPED (TYP.) „ 2"�C 8"—F. •4• ' (2) 2" X 8" DROPPED (TYP.) L -- - 1 ;i If io L` C 5 `�' 11 I ,_',o .K:Z- x lid{7� — — — -�-- — — — —_-1 x X - o I @ 16 O.C. = I = " �o �`• I co Ln N 200 39' 10" W 150.00' N — 3 X F.J. — '' I I 1 X NEW STORAGE „��.�. 1'-0" dia. X 3'-0" DEEP N � O � I 4" P.C. I I 2 X 8 BOLTED I I - P.C. FOOTING (TYP.) I - LEDGER (TYP.) ' 1 2" X 8" BOLTED I ' LEDGER (TYP.) 7-1 EXIST. BIL 0 DR. TO I ,:,• '`- c3 BE REMOVED. 0 EN'g X SITE PLAN F --� TO CELLAR TO E �1 - I SEALED (SEE DE AIL) I X EXIST. CRAWL SPACE - -'----- I .�-. •� I '' N c� SCALE: 1" = 20'-0" . NO CHANGES ) SECTION: 144 BLOCK: 2 I L —— ——,i ' I 2" X 8" BOLT I UP L — — — -•-� .I LEDGER TYP.) I ;' 11 R. 4 LOT: 38 _ 2 DESIGN METHOD - - - `'' '• -_ THESE PLANS WEPXI DESIGNED USING THE PRESCRIBED METHOD. 1 2 2" X ALSO FOR SOME OF Tif.t+', STRUCTURAL ELEMENTS-SEE ATTACHED - EXIST. CRAWL SPACE 4'-01I � _ _ 26 CALCULATIONS ( NO CHANGES ) 1 I Permit Number REMOVE EXIST. CONC. �= BLK. KNE WALL 7- I 0 71-211 O ✓1ZESeheek Compliance Certi#Icii Checked By/Date E+ 3 I/2 DIA. STL. COL. I p 3 ON 2'-0"X2'-0"X1'-0" New York State Energy Const; ::.tion Construction Code ALL CONSTRUCTION SHALL Q '� P.C. FOOTING (TYP) 40 REScheckSoflware Version 3.5 Release la MEET THE REQUIREMENTS OF THE Data filename:C:\Program Files\Check\RF.Sc1E:ck\Palmiotto.rck � � g CODES OF NEW YORK STATE. >� d'UPANCY OR � w EXIST. CELLAR EXIST. FRAM'G. TITLE:REAR 1st FLOOR STAIRADDITI(�N t.c 2ND FLOOR AD ITI N O 1 1 I ( NO CHANGES ) I TO REMAIN (TYP I USE IS UNLAWFUL CERTIFICATION OF 0 EXIST. CHIMNEY COUNTY: Suffolk ►NITHOUT CERTIFICATE NAILINGREQUIRED. EXIST. STL. COL. TO REMAIN (TYP.) STATE:New York Q xr HDD: 5750 OF OCCUPANCYI �� z TO REMAIN (TYP.) CONSTRUCTION TYPE:Detached 1 or Tandy APPROVED J�� N v 4 HEATING TYPE:Non-Electric AS NOTED �' F lti PLUMBER CERTIFICATION DATE: 0 3 g,P,ci ' , W DATE:04/09/03 ON LEAD CONTENT BEFORE --- - -- 4-9-03 0 DATE OF PLANS: CERTIFICATE OF OCCUPANCY FEE: 3 By: NOTIFY BUILDING DEPARTMENT AT. FOUNDATION PLAN PROJECT INFORMATION: SOLDER USED IN WATER 765-1802 8 AM TO 4 PM FOR THE I MR.&MRS.Palmiotto SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: SCALE: 1/4" — 1'-�" 1250 Marlene Lane. EXCEED 2110 OF 1% LEAD. I. FOUNDATION - TWO REQUIRED Mattituck,NY 11952 FOR POURED CONCRETE _ 2. ROUGH - FRAMING & PLUMBING COMPANY INFORMATION: PLUMBING 3. INSULATION ALAN AARON ARCHITECT 4. FINAL - CONSTRUCTION MUST H - -- C.O.• _. ._ .. 3028 JUDITH DRIVE PLUMBING WASTE ET FOR C &WATER LINES NEED E O COMPLETE MERRICK NY 11566 TESTING BEFORE CCv'LRiNG ALL CONSTRUCTION SHALL MEET THE z EXIST. BAY WINDOW REQUIREMENTS OF THE CODES OF NEW ABOVE HI R YORK STATE. NOT RESPONSIBLE FOR � a, HINGE D F COMPLIANCE P DESIGN OR CON ° •.; `"N. y ' - - I_ II I_ II D "' i_ ii asses STRUCTION ERRORS. W "' DOORS ANE RRO W �, o 51-711 2 8 4'-7" 6 8 l 3 9 _ v� 4X4 WOOD SIMPSON HU3 t n v/ d 4" AGr Mk1C. A �iMaximum UA POST HURRICANE ; i' Your Home UA 147 146 CUP ® 16 O.C. t 4- 1 Be'Y ,� v (� 0.7%Better Than Code(UA) 'in Gross Glazing - ,► -nI I 1 2►►� Area or Cavity Cont. or Door95 date: BOLTS 12' o.C. ' '', ` I `�jl '.{�� ' i -� I m ° I Perimeter R-Value R-Value U-Factor UA f�K j 5 proj.#•0 . a ( '� _ _ — 3.01 JOIST SIMPSON j n 4. t: ` - I I E I• Ceiling 1:Flat Ceiling or Scissor Truss 745 30.0 0.0 26 COMPLY WITH ALL CODES OF ® POST {ONE U210 ;1 t ✓h ' 4 — D 6' X6'10 I Skylight ]:Wood Frame:Double Pane wit.'�ow-E 6 0.500 3 NEW YORK STATE J Acta• EA, SIDE) HGR, @ 16 �� ;, ; ► ` = I � 1' -113 4 W.X 3'-10 3/4 W X AS REQ & TOWN C�ODE rwn.by. RG EA,- SIDE ^N I !e A / I ( I Wall 1:Wood Frame, 16"o.c. 932 15.0 0.0 61 �UIRED AND CO N t NDITit� $ rchkd.b SC - 4'-10 W. X 3'- 11H. 2-113/4 H. 2- 113/4 H I Window 1:Wood Frame:Double Pane ail'.ow E 98 0.320 31 y FLOOR L— — Door 1:Glass 39 0.380 15 SOUTHOLDTOWN ZBA Floor 1:All-Wood Joist/Truss:Over Ou?s Air 210 19.0 0.0 10 SOUTHOLD MO PB44 TOWN PLANNING BOA ?sheet no. POST BASE - - _ -`� _ "` C COMPLIANCE STATEMENT: The p:cised building represented in this document is consistent with the building pl SOUTHOCI3TOV'NT USTEES r1 TYPICAL R.O. DIM'S 3' 0.3/4 X 6'10 specifications,and other calculations sub:ted with this permit application. The proposed systems have been designed to meet' - ' I 1 t=--C-= - _ —... ... ... y•z�� ._.� N:Y .DEC r New York State Energy Conservation(:'ctruction Code requirements. When a Registered Design Professional has stamped and �. `v p PORCH DECK HOUSE 4�5 kvW • ;.; 2 .�,. signed this page,they are attesting that tic' best of his/her knowledge,belief,and professional judgment,such plans or ,r�,,- Alml 04i WINDOW & DOOR ELEVATION S OF PLY WOOD PANELS ¢ • specifications are in compliance with t.lai.:•i�de. . ' n �.t:%'+ CONTRACTOR SHALL PROVIDE PRE-CUT 1/2" PLYWOOD PANELS TO COVER THE GLAZING OPENINGS&SHALL PRE-DRILL EDGES "Iof 6 CONNECTION DETAIL 21r1y �flziNr - i,� , :;I,.t - UIrDERWRITERS CERTIFICATE I�I,n� ;i. , AT 12"O/C TO ACCEPT 21/2"#8 WOOD SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS FOR FASTENING. ` REQUIRED 7952 3 � 1 5-9" DECK DIM. 17-8" DECK DIM. 31 '-9" DECK DIM. 311-411 .01 2ND FLOOR ABOVE 31- 1 1" 6'-9" 4'- I " 9'-7" 8'-7" 7'-0" ��_ �� Xf (2) 2" X 10" DROPPED (T P.) - -- - - - -- - LINE OF / \ ROOF ABV. / \ — U O Ln C5N Ln v Q `\ t NEW COVER DECK 2"X6" C.C.A. DECKING 2.. iD — — — — c� c� 00 rn I X 1o" Hip �° N I%v \p II II II II II II II II I II II COLUMN xCOLUM I III II II II II II II II II II II II III N 221-311I _ 2" X 10'0 �2_ X I III II II II II II II II II II II, II II I m (I III II II II II II II II II II. IPII II I 4 ® 24" O.C. 1 Gil In 3 1/2" DIA. LINE OF I Ln CEDAR PANEL 4'-811 41-O 41-0 STL. COL. WALL ABV. 3 1/2 A. STL. COL . IIUP ON 2" X 4" W/ 7" TOP STL. PL. TREATED STUD NE COVER DECK (A (4) 1 3/4" X 1•V' M.L. BEAM FLUSH _ _ _ _ _ _ rf I III II II II II II II II II II 2"A6" C.C.A. DECKING tIIIIIIII IIIIII IIIIII IIIIII IIII IIII ( II II II II II II IIII O 3 a (2) X 8I 2' h 2" Ib 1 df' II II v I II OREN TRELFS $EAM$ II II 2 X 8 R.R. 2 2 X 8 R.R. 0 - v06LL PUT PO $ LUVBEgj II I -0 0 3 ® 16" O.C. @ 16" O.C. Ix II II T011 BE IG•C.SP• � EQUAL.II) II N ----D N. 11 0 I `� ' I x I�III II II II N,EWIILA.INAIII II II II II II 9 R. 0 � 1 SHOWER N in I II II II 211'k6"II c.c!la. dt`CKI�1G II II II II II �� D �, OUTDR SHWR I I I I II II II II II II II II II= II II II II (2) 3/4 X 9 M.L. DRO PE I IN III II II II II II II II IIS II II II II III II II II II II II II II �_ II II II II DN III II II II li II II II II II II II II 3 R. EXIST. WALL TO BE o III II II II_ II II II II II II II II II REMOVED. SUPPORT a III li (-ir �I` r-1 1 II II II II II I� II II AS R Q'D. (TYP.) < �L' III II III I i it I I I I II II H.R. - IIIIII I EJEMC(. EC. OPt0 EXIST. DINING = o ITOELL R B 9 II II 1 1 AREA (n = NoEXIST. B.R.. III II III III II III ASEED SE DET IL) II II I I STRUC URAL 8" DIA. FIBREGL. EXIST. BEAM z c� N III II 1 II III II III II II I II II + I 1 DORIC OLUMN AS TO BE REMO�':D Z ( NO CHANGES ) 2�2 X 10" FLUSH MANUF BY HB&G MILLWK — _ _ _ — cx� z_ J w UP C5 EXIST. HALL 14 R. F-: Q Z o ri o EXIST. KIT. o "coQ ►-� z o �:DNO GRANGESx o w oLd Z iN lw D O O 0 0 .. EXIST. B.REXIST. B.R.. . w NO CHANGES ) ( NO CHANGES )0 (2) 1 3/4" X 9" M.L. DROPPED I I 2'-6" H WALL WIDTH Q o U II OF COLUMN BASE) 0 c1q " wLd Ua oEXIST. WALL TO BE 0 REMOVED. SUPPORT o I I AS REQ D. (TYP.) EXIST. DEN o II EXIST. LIV. RM. 11 I x I I TYP. 8" DIA. FIBREGL. N I I DORIC COLUMN AS N M UF. BY HB&G MILLWK —2' --6" H ALL (WIDTH II 0 COLUM BASE) ZO H _ DESIGN LOADS PER SQ, FT.-SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT c FIRSTFLOOR PLAN SLIDE FACTOR AS fo FUNCTION OF A ROOF PITCH O 24 ! LOCATION DEAD!LOAD LIVE: LOAD DEFLECTION LIMIT (� 112 SQ.FT. - TOTAL SQ. FT OF LIVING AREA ADDITION AT 1ST FLOOR SCALE: 1/4" = V-0" 1 FLOOR 10LB. a0L6. U360 745 SQ.FT. -TOTAL SQ. FT. OF LIVING AREA ADDITION AT 2ND FLOOR 2ND FLONON OR 10LB. ; 30LE. 0240 „ 1,382 SQ. FT.- TOTAL SQ. FT. OF EXISTING LIVING AREA AT 1ST FLOOR ATTIC STORAGE RAGE SLB. I' 10LE. 0240 �� ., A ATTIC STORAGE 10L8. 201E. U240 �, �. R� date: 1,494 SQ. FT.- TOTAL SQ. FT. OF NEW PROPOSED LIVING AREA AT 1ST FLOOR 6 -- - -- ROOF W1 FIN.CEILING 15LB. 30LE. 0240 ��'� proj.#: 03.01 r'^ROOF NO FIN CEILING 7L6. ' 30LB. V180 . drwn. F chkd.by: SC _. sheet no. el of 6 7'-0" CJ 8'-G" 61_9il 10 A 6 I G'- 10" LINE OF - X —, ROOF ABV. / �2 2w X 1 OPPED (TYP�— \ re — _ 3'-0" H.R./ \ / U Lj (TYP.) \ / CU 2'x12" ® 16" O.C. `f? j 00o \\ OPEN TRELLES BEAMS // �'" "' xft 00 Ln (ALL OUT DOOR LUMBER / 4- 'T3 r `V X ° Q� \ TO BE C.C.A. OR EQUAL.) / \ q> G. N W COVER DECKS \ 1 "Xs" C.C.A. DECKINGo o� ►n t 3' 1704 o 3 r U-)I © / (A V- - - - - - d(A) ) I LTLI O 2" X 8"u I�_��� {0► 0 2) 1 3/\4" X 12"/M.L. DRO D (3) 2" 8" I i A.V 14 R' mSD ` P ST" DN. A I 2" X 10" C.J. � 2" X 10" C.J. 00 I c� i = 3'-0" RAIL @ 16" O.C. 7, 1 x �® 16" O.C. N I (NOTE: TECO ALL JOIST) o (NOTE: TECO ALL JOIST) M I 4 0 � X. POS 2ND„ v 4 ,, IN i I ,- - - - -- - - - -- -- - - -- � � I VO.C.1s" NEW MASTER N I t t I H.R. I t l BED ROOM _ I i p I t I I I WC x 2" X 8" R.R. I d - I - 0 -�� \4- ® 16" C. Q +1 t 00 2 410 e— I /EXIST. - - -- - - -- - - - - - -- - - -- --� " `D r7 Qq1 1 AVG'- 10" 8 7'-7" N *4 10'-✓"�' I O" o �Z�0 0o A) 14-5 x ROOF I N � — - — CHANGES ) o I hSTE� BAH G I NEW W.I. CLOSET_ \-, O Ln I G-7 1 a u v { ,_.., .11p I I (2)3'-0" X 2'-0" " Z I - - - -- -- - — - -- - - -- -- - - - ----�3 _0 X 2 -0 W 0, 71-011 2 1 t 0 10 II 0 0 I -.10, 31 '-4" ADDITION t L - - - ---- - - - -- -- - - - - - I:� O CIA u CIO I I ❑ V � I I I I I i I — —— — — —— — — — — —— —— -- --- ---� 1-- ---- - I SECOND FLOOR PLAN -- -- - a P-4 ( A ) 2ND FLOOR WINDOWS - SCALE: 1/4" = P-0" o TO BE E=MERGENCY EXIT MIN. 5.7 SQ. FT.CLEAR OPENING q ---- -- O ° SEE ATTACHED SHEET LABELED -WINDOW ( A)- OR USE WINDOW EQUAL TO CLEAR OPENING G date: prof.#:03.01 drwn. by: RG chkd, by: SC u sheet no. yE, s2�ia'n. AmJ �~ of 6 NEW SECOND FLOOR ADDITION ASPHALT ROOF SHINGLES (TYP.) AIIIIII ALUMN. GUTTERS &LEADERS NOT SHOWN(TYP.) _ 10'dia. FIBREGL. I DORIC COLUMN (TYP-) 3'-0"MIN. OPEN TRELLES ASPHALT ROOF NEW NEW NEW RAILS (TYP.) BEAMES SHINGLES (TYP.) 1H .1... 'I II IIII II 11 II II II II II II II II II --fill If it r 10'dia. FIBREGL. DORIC COLUMN VINYL SIDING (TYP.) EX (TYP.) . EX. NEW NEW LLLLI MIN. 3'-0" MIN. RAILS (TYP.) RAILS (TYP. AR GRAD' NEW FIR5T FLOOR ADDITION REAR ELEVATION SCALE: 1/4" = V-0" ` NEW SECOND FLOOR ADDITION ASPHALT ROOF Q 3 SHINGLES (TYP.) P� W O O ALUMN. GUTTERS w & LEADERS NOT SHOWN(TYP.) 2 u O N 10'dia. FIBREGL. [NEW NEW DORIC COLUMN IL (TYP.) VINYL SII~ING a (TYP-) A a O 0 EX. 0 3'-0" MIN. w RAILS (TYP.) date: proj.#:03.01 Lj 1A GRADE drwn.by: RG I chkd.by: SC �- fid• '�� '� EXISTING ONE 5TORY HOU5E J. NEW FIR5T FLOOR ADDITION rT .{ sheet no. A- =4 SIDE ELEVATION °; jr`` " ` � of 6 SCALE: 1/4" = V-0" • NEW SECOND FLOOR ADDITION 101-011 0'-0" ASPHALT ROOF SHINGLES P.) O EXTEND EXIST'G CHIMNEY AS REQ'D. UMN.GU=RS LEADERS NOT SHOWN(TYR) VINYL SID ING (TYP.) ASPHALT ROOF SHINGLES (TYP.) 0 aj EX. EX. EX. +1 VINYL SIDING (TYP.) Li GRADE I I f I I I i t L LJ LJ L I NEW FIR5T FLOOR ADDITION U15TING ONE STORY HOUSE SIDE EL,El VATION -- NEW SECOND FLOOR ADDITION � SCAI,F: 1/4" = 1'-0" 10 A ASPHALT ROOF SHINGLES(TYP.) ow A ►-a � ALLTMN. GUTTERS W &LEADERS NOT SHAWN(TYP.) O W VINYL SIDING NEW FLASHING � TYP (TYP.) z ( .) NEW 4-4 O N w EX. Ex. EX. EX. v� as W � EX15TING ONE STORY HOU5E date: J. pro).#:03.01 1 '7 drwn. by: RG , a chkdb SC FRONT ELEVATION n f y' — sheet no. SCALE: 1/4" - 1 -0n �.:- ASPHALT ROOF -SHINGLE NOTES 1• Asphalt roof shingles shall have self-sealing strips or shall be NAILING SCHEDULE(EXPOSURE B ) interlocking and shall comply with the requirements of ASTM D-225 or D-3462 ROOF CONSTRUCTION: 2. All fasteners for asphalt roof shingles shall be galvanized steel, JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING stainless, aluminum, or copper roofingnods. Fasteners shall be minimum ASPHALT ROOF SHINGLES COMMON NAILS BOX NAILS 12 gage shanked with a minimum 3/8" dia. head, and of sufficient length USE GALV. 11/2"#15 FELT R o O F F R A M I N G to penetrate through the roofing materials and te sheathing. I " RAFTER TO TOP PLATE T 3. Asphalt roof shingles sholl have the mimimum number of fasteners as 'H 2'STMI'SONTECOC-,Ym COR_ PAPER, 1,2 CDX PLY. SHEATING I I I I ( OE-NAILED) 3 - Sd 3 - 10d PER RAFTER 4. requiredFor b the liminu acaus r. _&6RONo> _11tT NECF RS CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST pp asphalt roof shingles shall be secured to the roof 8d NAILS 16" O.C. -ATTACH PLY. �� �� with no less than four (4) fasteners per strip shin SWIDS FOR RAFTER SPEC.SEE PLANS. I I (2) 2X4 LID POST CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT shingle or two (2) fosteners > per individual shingle. RAFTER SLOPE: 3:12 22 - 16d 22 - 40d p TO RIDG BEYOND 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle 4:12 17 - 16d 17 - 40d 5:12 14 - 16d 14 - 40d where the eave is 20 feet or higher above grade or where the base wind ^kI'`°:; .;::`,';'.:. 7:12 EACH LAP I I I I 1"X 8"WD.FASCIA BD, 9:12 AND GREATER ,o - ,sd 10 - 4od speed is 120 mph or greater. _ BD,, 8 - 16d 8 - 40d W/ALUMN. CAPPING, CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) J. . i RAFTER SLOPE: 3:12 I I (3) 13/4 X 14 M.L. &ALUMN. LEADER 4.12 22 - 16d zz - and �cf 5:12 17 - 16d 17 - 40d t�Y`; .`s::i:r f?.,..'• , AND GUTTERS TYP 14 - 16d 14 - 40d WALL CONSTRUCTION: R-3o INSUL. ( � BEYOND ( > 7:12 EACH LAP GENERA `� • -IL - - - - �L - - 9:12 AND GREATER 8 - 16d 1g=4od L CONSTRUCTION NOTES ='y 10 16d `'��'•'` TOP OF PLATE ( ) 1. All work shall conform to the requirements of the New York State Building VINYL SIDING ON TYVEC WRAP � � f 1 COLLAR TIE TO RAFTER FACE-NAILED - -- U RAFTER SLOPE: 3:12 7 - 10d 7 - 12d q d ng Code; 1/2"INSUL. BD. ON 1/2"CDX. PLYWD. 5:12 6 - 1od 6 - 12d PER TIE r hlaviwork shall also conform to the requirements of any other Codes and authorities 4 - 10d 4 - 12d I g jurisdiction. The Contractor shall obtain and arrange for oil required permits. 8d NAILS 16 O.C.ATTACH PLYWD. 1/2" G.W.B. 6:12 AND GREATER 4 - 10d 4 - 12d inspection, certificates and tests. F92 Installation 8d NAILS ® 3" O.C. (2)2"x4"TOP PLATE 2"x4"STUD @ 16"O.C. (Typ,) � VINY SOFFI I '-o" VENT BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END 2. All foundations shall rest Ten undisturbed soil of 1 T.S.F. bearing capacity, contractor E G O O 10d NAIL)-ALL FRAMING LUMBER HURRICA Typ, SOFFIT (1YP) RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END shall have the level of acceptable bearing strata verified in the field. 5 U b I F=o R-15 SUPER BATT INSUL.TOTAL WALL R-19 \\� ( ) - N 00 Lv� BOTTOM 2"X4" PLATE, 1/2"GYPSUM BD., GALV. TIES �y w A L L F R A M I N G 3. Alf concrete work shall conform to requirements and recommendations of 1n >. ACI-301-96 (TZ'P') 3'-0"MIN. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d1 2 - 16d' PER FOOT ex "Specifications for Structural Concrete for Buildings" (fc'=3000 psi); All b� WALL FINISH. (� +I posed slabs,garoge slabs, and steps shall be 3500 psi air-entrained. Reinforcing steel -- f \'0y RAILS (TYP.) TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 - 16d JOINTS -EACH SIDE shall conform to ASTM A-615 Grade 60, _ LL 3/4"C X.PLYWD. SEE PLAN FOR STUD TO STUD (FACE-NAILED) 2 -t6d 2 - 16d 24" D.C. 4• All framing members shall be Hem-Fir #1 (Fb = 975psi); provide (2) 2x8 header BATHSUBF . (TYP.) BED OOM SPECS. HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES over all wall openings, unless otherwise noted. O 211 X611 PLATE - * I TOP O 2nd. FL. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d 2 - 40d PER STUD 5• Micro-lam girders (ML) shall be laminated veneer lumber with E=2,000,000 PSI. N I (Typ) 12 1.2 Fb = 2,800 PSI, as manufactured by TRUS-JOIST McM1LLAN. 8d NAILS '. \ \ \` (FACE-NAILED)O TO FLOOR JOIST, BANDJ0IST, ENDJOIST OR BLOCKING 2 - 16tl • 2 - 16dPER FOOT I ®3'• O.C. 6, Double frame around all openings, under parallef walls and under bathtubs. Provide TOP O PLATE Simpson hanger g �.�p F L O O R F R A M I N G P g connections at all flush structural load bearing conditions. REM VE @ 16 O.0 R-30 INSUL. ( } 13/4 X 11 M.L. ZVINY SOF 10'dia. FIBREGL.EXIST'G 211 X 1211 " " " JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M"EXIS G ROOFDORIC COLUMN �', _T__r CEIL'G JOISTS �, ASR (TYP. FLUSH GIRDER (Typ,) (TyP) BRIDGING TO JOIST (TOE-NAILED) 2 - Sd 2 - 10d EACH END 8. All steel work shall conform to the _ requirements of the AISC Specifications for LOAD PATH/FLOOR FRAMING DETAIL BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform to ASTM A-572(GRADE 50) and A-501 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK 9. All electrical work shall conform to local NEC and Underwriters Laboratory requirements, • 3'-0"MIN. � LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST 10. Pre-fabricated fireplaces and flues shall be UL approved. RAILS (Typ•) JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST J _ 11. Install smoke detectors and carbon monoxide detectors in accordance with all ' r BAND JOIST TO JOIST (ENO-NAILED) 3 - 16d 4 - 16d PER JOIST State and local code requirements. LIVING R M. KITCHEN SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT 12. The Contractor shall verify all existing conditions before starting construction and SPECS. TOP O 1St. FL. R O o F S H E A T H I N G shall notify the engineer of any ambiguities or discrepancies before proceeding with the / work. If any questions arise before or during construction as to the intent or details of GRADE STRUCTURAL PANELS: I PANEL INTERMEDIATE the drawings, the contractor shaft call the engineer. 6 EDGES SUPPORTS 9 Thomas D. Reilly, at (631) INTERIOR ZONE 8d 10d 4" 6,. 724-7888 for clarification and/or instructions. If the contractor fails to follow the s above procedure, ( 1 t1 J I I I I I I I 11-011 dia. X 3'-0"DEEP PERIMETER EDGE ZONE 8d 10d 4" a" and/or decisions, he shall assume all responsibility for the consequences of his actions ,�1 I�3 1/2" DIA. STL. COL. / IABLE ENDWALL RAKE WITH LOOKOUT BLOCK I� I ON 2 -0 X2 -0 X1 -0 // J I I I I I I P.C.PFOOTING(TYP.) 4° 4 13. The owner shall arrange for supervision of the construction work to insure > >� $d 1Dd compliance with the contract documents. 1 P.C. FOOTING BEYOND ; �' L J 1 L J L J c E I L I N G S F-i E A ! H I N G •D / GYPSUM WALLBOARD < . . 5d COOLERS Sd COOLERS 7" EDGE / 10" FIELD .eels I I J I W A L L S H E A T H I N G CODE �tNALYSIS CELLAR I I J ( FOUNDATION CONSTRUCTION @ STAIR ADDITION: STRUCTURAL PANELS/HARDBOARD FIRST FLOOR 1 ( ( 2"X6" C.C.A. PLATE,ALUM. TERMITE SHEILD PANEL INTERMEDIATE EDGES SUPPORTS __ _ - - -- I 1/2"dia.X 12"LONG ANCHOR BOLTS 6'-0" O.C. INTERIOR ZONE 6 Bd 10d s• s' ` - - -- - - - - ----------- 8" P.C. FOUNDATION WALL,DAMPPROOFING, 4' EDGE ZONE a 8tl REFERENCE STANDARD 1od s• 6•• CONNECT S11tAP7YT FIBERBOARD PANELS: S: & 8"X 16"FOOTING. 7/16" Residential Cod© of New York State �' 2"X4"WOOD STUDS pfd 25/32" 80 _ 3•' EDGE / 6•• FIELD Wood Frame Co;lstruction Manual AF & PA 5 3" EDGE / 6" FIELD Climate Zone: 11B INSTAI1.Si'RAPUNDP.R GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD Degree Days: 5,'j0 21X6"CCA.PL. SECTION IiA_AII -. ANCHOR BOL"i@48"O.C. r PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER f ANCHOAI.��STRAPSt/148`O.C. r DESIGN LOADS_" TYPICAL DETAIL �`' _.._....... " _ A 1 F L O O R S H F A T H I N G Decks• 40 psf @ COIVNECPOR SCALE: 1/A11 - 11�ot1 STRUCTURAL PANELS: `i Attics: 20 psf 1" OR LESS Rooms other than Sleeping Rooms: 40 psf AVIS GRAnF GREATER THAN 1' 8d 1 O 6" EDGE / 12" FIELD Sleeping Room;,. •30 psf 10d 16d 6" EDGE / 6" FIELD ` Stairs; 40 psf NAILING NOTES Handrails: 200# _- 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL Basic Roof: i psf Ground snow load SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS Uplift: y18.11 peed• mph 12d FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED Dead Loads: 10 psf TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS "ONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. DEFLECTION LIMITS 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL REQUIREMENTS. Rafters with no finished ceiling attached: L / 180114 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. Floors: L / 360 Q 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THEJ�- NN (�'i'(�IZ ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. h•-I 3 o �1 M PSN H 2. - _ __ ; W 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. Q � z O ROOF 4"VTR t. w C�.IMATIC Sc GEOGRAPHIC lA ,.. 7ESIGN laRTIER I iMASTE BATI1 Z GROUND WIND SEISMIC SUBJECT TO pAMAGE BY WINTER ICE SHETLD SNOW (SPEED IN DESIGN DESIGN UNDERLAY- FLOOD -- WEATHER- FRO T LIN MENT HAZARDS LOAD MPH) CATEGORY INC PT TERMITE DECAY TEMP. "" --- - IA �2. 2ndFLOOR ' n sous m �" _ REQUIRED - --- � . N U �' N/A PER MOD. TO SLIGHT TO R 301,2.2 SEVERE: 3'-0" HFAVY MODERATE 11' YES N/A ' U , w (�j;� G,/�� /wA^1`��,,/ I'^ EXIST'. !x ' ( �f^7•lt FAI i IxtFLOOR �Hnri ENERGY NOTES 1, Calculations are valid up to 5999 degree days, �j 4• CO CO I 2. Certified conformance for Zone 11B, ; "'ANAI'Y""ur° 3. Wood framed floors walls and ceilings shall have an approved SANITARY SI_I'll(' , SYti1tiM vapor barrier rXlsr. I „ p (p�ermeance rating of 1,0 perm) installed on the � .� 4"CLILT. I warm in winter side of thermal insulation, r,1 1 11 -'l 4. Windows and sliding doors shall have a max, air infiltration A.fix q.lt ��*T CELT-AR rating of 0.3 CFM per square foot of window area, Swinging Z O 0 doors shall have a max, air infiltration rate of 0.5 CFM per O L - -Sayallo square foot of door area, H z r 5. Skylight shafts shall have a minimum insulation value of R-19. O O r) 6. Garages - front, sides, doors, interior shall have max, U=,40 0 7. All fireplaces hall be p W U N d•11X 41/ •• air 150=200 CFM, AlPrflues shall hhaveotlght seated outside rmwithtion a w lv SCHEMATIC PLUMBING RISER DIAGRAM a Max. air leakage of 20 CFM. All fireplaces shall have tight- fitting non-combustible doors, •�� �QS 8. The Contractor shall submit the design, size and type of mechanical N.T.S. systems which will be used, in sufficient detail, as required by 'r� �j1C(�'i" , date: the Building Department. 9, All thermostas shall be adjustible from 55 degrees to 85 degrees " - --.•. !� I1 Farenheit. g6YvNr�) proj.#:03.01 Y 10.-All ducts and pipes shall be insulated as required by code, NT� 11. HVAC Contractor shall verify heat loss calculations. 4 1Q 15 12. All cellar and/or basement doors shall be insulated. i - �.,,A drwn. by: RG i 13. The Engineer certifies that to the best of his knowledge, belief, and P rp r�ry' ` professional Judgement that the plans are In compliance with chkd. by: SC the Energy Conservation Construction Code of New York State. (July 3, 2002) - - - -- -- �KI�1 �1 G �� sheet no. A� SAFETY GLASS REQU I REM EN TS Ppvv SAFETY GLA0 SS REQUIRED AT THE FOLLOWING LOCATIONS: h�• �( �. Any glazing in any door type of 6 2• Glazing in any walls enclosing a shower, tub, sauna or steam room.* F 4 U 4 a 3. Any windows within 24° of a door.* @R J� � � d 10 4. An individual ane of glass with an area greater than 9.0 sq, ft. �! where the bottom is less than 18 above the adjacent finish floor within 36 of the window. '•.<> b . 5. Glazing in walls of spas, =-'"�' �C, Ii ( 11 V d 9 p hot tubs or indoor pools within 5-0 `<- L • •' of the water,* p 6• Glazing in stairways and landings within V-0" horizontally of a �s;Tr No. 7a52 walking surface,* OF Ti,, SANV- ' THE REQUIREMENT DOES NOT APPLY IF THE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR, EDGE OF