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HomeMy WebLinkAbout30313-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30823 Date: 03/14/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 395 MIDDLETON RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 5 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 13, 2004 pursuant to which Building Permit No. 30313-Z dated MAY 13, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5508 DATED 5/6/04. The certificate is issued to LAWRENCE H KOTIK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, N/A ELECTRICAL CERTIFICATE NO. 2015624 02/22/05 PLUMBERS CERTIFICATION DATED 02/28/05 P/ECONIC PLUMBING&HEATING ori ed gnature Rev. 1/81 ,Ay-#4_� r. I r _� FormNo.6 1 'i TOWN OF SOUTHOLD {! 0 ( 4 ?r i y :h BUILDING DEPARTMENT li +! TOWN HALL > 765-1802 I `q APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 D te. New Construction: Old or Pre-existing Building: _ (check one) Location of Property: 3 Z,6 l b/ It,V11Wh /� V I P�r�69✓v House No. T— 1 Stmet/ Hamlet Owner or Owners of Property: , I Suffolk County Tax Map No 1000,Section Y 0 Block 000 5� Lot 01 Subdivision Filed Map. Loft; Permit No. 3(J ,3)3 Date of Perm ,9 it. S /3 y Applicant: 7l Health Dept. Approval: hlel r.Lc? 03 Underwriters Approval: Z 2 7 Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ o2(si //l) �sttu�E�1� " Applicant Signature Co �o�gUFFOL,�co x Town Hall,53095 Main Road p • Fax(631)765-9502 P.O. Box 1179 'y�O aO� Telephone (631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building 7:::: Owner: (please print) Plumber: (please print) �1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. t� (P m ers S lre Swom to before me this day of S�Q. , 20 a6� L("�U C� 90 Notary Public, a�-� ��— County VIM L.(OPER NdW PUNC,SWe of Now Yolk No.DIt000700BI OuaGn E in SuNalk Jo 1 9 1 6 Canmiseioe EWires�JS (o ORPLrfflarJ'rJr rd3 @fflfJr�tdJ�rJ�rJ�rPrJ�rPr1rJoomPrlrJo maimrJ�cfrJrJ@PrJ@PrJAJ�rJ@Pl I I IN r1 co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 5 G & S ELECTRICAL CONTR. . KOTIK P.O. BOX 215 10 MIDDLETON ROAD I� 5 SOUTHOLD, NY 11971, GREENPORT, NY 11944 5 Located at 10 MIDDLETON ROAD GREENPORT. NY 11944 5 5 5 5 Application Number: 2015624 Certificate Number: 2015624 eC Section: Block: Lot: Building Permit: BDC: NS37 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: [5 Basement,First Floor, Second Floor, Outside, 5 c1 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 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 22ndDay of February,2005. 5 5 Name OT Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 55' Sensor 6 0 Smoke SAppliances and Accessories S 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 2 C F.H.P. 5 5SFurnace 1 0 Oil Air Conditioner 1 0 20 Amps 5 5 Wiring and Devices 5 Outlet 17 0 Fixture 5 5 Fixture 17 0 Incandescent 5 5 Lighting track 8 0 ft 5 5 Outlet 53 0 General Purpose 5 C5J Receptacle 34 0 General Purpose rrr5 5 Switch 25 0 General Purpose 5 Receptacle 2 .0 20 amp Laundry 5 Paddle Fan 5 0 seal 5 5 Dimmers 6 05+ �5 Continued on Next Page 1 of 2 r� 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 o sLpLpL���LpLrii ����� 0 ❑° CPCPCPc rL3r rL3rL3 L3rL3r PLnL 23FRIMCnMON -TI iCP CP C I�LnC I�CI�LPLPLTCPCICPCJ�CPC I�LTLI�[PCPCP CJS CP LTA[Pfd 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT �5 5 Upon the application of upon premises owned by 5 5 c5 G &S ELECTRICAL CONTR. . KOTIKP.O. BOX 215 10 5 SOUTHOLD, NY 11971, GRE NPOR ,NY 119 4 5 5 5 Located at 10 MIDDLETON ROAD GREENPORT, NY 11944 55 5 5 Application Number: 2015624 Certificate Number: 2015624 5 Section: Block: Lot: Building Permit: BDC: NS37 r5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of C electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Outside, L5J 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 authority having jurisdiction, and found to be in compliance therewith on the 22ndDay of February,2005. 5 5 Name OTY Rate Ratin Circuit Type 5 5 Receptacle 7 0 GFCI 5 5 Service 5 l Phase 3W Service Rating 200 Amperes SService Disconnect: 1 200 cb Meters: 1 5 5 5 5 5 5 5 5 5 5 5 sea/ 5 2 of 2 p� 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 5 a �s��� F3l �ern���t nt Pt nr� ����� r�� r nnn o 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. 30313 Z Date MAY 13 , 2004 Permission is hereby granted to: LAWRENCE H KOTIK 401 2ND AVE 415E NEW YORK,NY 10010 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA. at premises located at 395 MIDDLETON RD GREENPORT County Tax Map No. 473889 Section 040 Block 0005 Lot No. 012 pursuant to application dated MAY 13 , 2004 and approved by the Building Inspector to expire on NOVEMBER 13 , 2 Fee $ 278 . 70 Auti ed Sig ature 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) PERMIT NO. 30313 Z Date MAY 13 , 2004 Permission is hereby granted to : LAWRENCE H KOTIK 401 2ND AVE #15E NEW YORK,NY 10010 for RECONSTRUCTION IN PLACE IN KIND ON EXISTING FOUNDATION AS APPLIED FOR PER ZBA. at premises located at 395 MIDDLETON RD GREENPORT County Tax Map No. 473889 Section 040 Block 0005 Lot No. 012 pursuant to application dated MAY 13 , 2004 and approved by the Building Inspector to expire on NOVEMBER 13 , 20 Fee $ 500 . 40 u o id Signature ORIGINAL Rev. 5/8/02 gUFFO(,� APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman =� 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 Lydia A. Tortora • Southold,NY 11971-0959 Vincent Orlando y p! Tel. (631) 765-1809 James Dinizio,Jr. l #j �p Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION 13 2004 MEETING OF MAY 6, 2004 ZBA#5508 - LAWRENCE KOTIK Property Location: 10 Middleton Road, Greenport; CTM 40-5-12. - SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 17,903 sq. ft. has 100 ft. frontage along the east side of Middleton Road, lot depth of 146.06 feet on the south side and 151.83 feet on the north side, and width along the rear line of 90.13 feet. The lot is improved with a single-family, 1-1/2 story frame dwelling with a nonconforming front yard setback at 29.9 feet, as shown on the June 5, 2003 surveyor prepared by Barrett, Bonacci &VanWeele, P.S. BASIS OF APPLICATION: Building Department's February 23, 2004, Notice of Disapproval, citing Code Sections 100-242A and 100-244 in its denial of a building permit application for the reason that the proposed addition with alterations to the existing dwelling will continue the existing nonconforming setback and, thus, will constitute an increase in the degree of nonconformance with a front yard setback at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a 4' x 9'6" build-out designed as a two-story, adding a front room flush with existing side and front lines of house. The setback requested will maintain 29'9' from front line, and the foundation would not extend beyond existing front line of the building foundation, as shown on the 6/5/03 survey prepared by Barrett, Bonacci & VanWeele, P.C. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's 4' x 9'6" new construction is a minor addition located on the northwest corner of the existing dwelling, which fills an open notch on Page —May 6,2004 ZBA No.5508—Lawrence Kofik CTM 40-5.12 that corer. The existing height to the ridge is 26+- feet, and the front yard is existing at 29.9 feet. Both Wil?remain unchanged. The new construction will be designed flush within the existing setback lines of the house. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. By filling the notch at the corner and squaring the front of the house, the applicant will be allowed to utilize dimensional lumber that in tum keeps the construction costs down. 3. The variance granted herein is minimal with a reduction of 5'3" from the code requirement of 35 feet for a 29'9"front setback. 4. The difficulty was self-created when the new construction was planned to increase the square footage of the existing dwelling. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the January 13, 2004 site map prepared by the owner. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, and Dinizio. (Members Tortora and Orlando were absent.) This Reso n was dul2do (3-0). Ruth D. Oliva, Chairwoman 5/12/04 Approved for Filing gpFFO(,� APPEALS BOARD MEMBERS p� �'Q Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer at P.O. Box 1.179 Lydia A. Tortora 15 • Southold,NY 11971-0959 Vincent Orlando d ! Tel. (631) 765-1809 James Dinizio, Jr. ! * ��p Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION 13 2004 MEETING OF MAY 6, 2004 ZBA#5508 - LAWRENCE KOTIK Property Location: 10 Middleton Road, Greenport; CTM 40-5-12. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 17,903 sq. ft. has 100 ft. frontage along the east side of Middleton Road, lot depth of 146.06 feet on the south side and 151.83 feet on the north side, and width along the rear line of 90.13 feet. The lot is improved with a single-family, 1-1/2 story frame dwelling with a nonconforming front yard setback at 29.9 feet, as shown on the June 5, 2003 surveyor prepared by Barrett, Bonacci &VanWeele, P.S. BASIS OF APPLICATION: Building Department's February 23, 2004, Notice of Disapproval, citing Code Sections 100-242A and 100-244 in its denial of a building permit application for the reason that the proposed addition with alterations to the existing dwelling will continue the existing nonconforming setback and, thus, will constitute an increase in the degree of nonconformance with a front yard setback at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a 4' x 9'6" build-out designed as a two-story, adding a front room flush with existing side and front lines of house. The setback requested will maintain 29'9' from front line, and the foundation would not extend beyond existing front line of the building foundation, as shown on the 6/5/03 survey prepared by Barrett, Bonacci & VanWeele, P.C. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's 4' x 9'6" new construction is a minor addition located on the northwest corner of the existing dwelling, which fills an open notch on 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- DATE INSPECTOR I 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY r -[ ],FIRE SAFETY INSPECTION REMARKS: DATE / © INSPECTOR "'� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ca tl DATE fJJ S� INSPECTOR JUN 10 ZOOO 10:31RH SHRRETT BOMRCCI VRMUEELE 631 435 1022 P,3 Cerilflah[lone Indlostea herder, A*g lhol Nle pie( of.the hwom doserbsd ProWly 4 a true oma adre"I >ooyyesntolian of a rmwonl sarwy[nada 0,14 parted undr My'�r.atNn N aosardanao with the eatatlnq bad at Aaollcr N. Iona 9w,2011. y Ina !Nue Yark�ONN Aesaslatlan of ProNngsef Land IWWyWe. Bala Oafllaostws lboh tun or4y to Ns Porten tar whoa No,eurvsy to prepared and on tbNr bald/ to Ne UW eawlPdnyyr,, pevsnlmsntd openery� antl� IMabttl InatINtIM Wlsd �(1�r/�sMan fiN comimmYPn h aMy for Nd eMda dsaarbad hlraM, RL not a oarllRoal(an a/ title, iohblp ar eeadolrf.Fsm.Maumbr"I". Cratlaallene re not IronslarobN to addlllond Ns11101008 r.sWMouaM monom LAND NOW OR IrORIWERLY OF reARY C. 4e CARLA L, &LASKO - S 13053'20" RIDE 90.13' MAPpnjY+i Moo . LINE tl � aa'B p.yw LbT LOT t. 4 5 A to OT. P/0 LU LOT LOT 4 a 6 / a 3 1 gs arta a c B � aa.• f�'AW , 9TOR rt Z MAME "b 9L . ,. �NEIlJNG !� 1V i l` r NO. 10 ^• r.>,r w.dC 36 r14� N 17-21'40 W roumo r *.WW 100.00' MIDDLETON ROAD W:SURV" NEWT BURY- _. .. .. ..... ... ........._._ ._ .�_ ___.__... .L_..�_ �_ ____, a .... ,._. .._....._ _.. __ .__ �.... . uwdcc rarA IJr7ll1 AnHHa 7 _ 58096h6ZTZ BOOT E13OZ/80/60 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 23, 2004 TO: Lawrence Kotik and Timothy Mueller 4012 d Avenue, Apt. E New York, NY 10010 Please take notice that your application dated February 23, 2004 For permit to construct additions and alterations to an existing single family dwelling at Location of property 10 Middleton Road, Greenport, NY County Tax Map No. 1000 - Section 40 Block 5 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, located on a non-conforming 17,903 square foot parcel in the R-40 zone is not permitted pursuant to Article XXIV Section 100-242A which states: "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." According to Article XXIV, Section 100-244B, which states that, parcels measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet The current single-family dwelling notes an existing front vard setback of+/- 29.9 feet. The proposed addition will maintain that non-conforming setback. To t cover ll be less than 20 percent. -- ------ -- --- ----------------- Damon R lis, Permit Examiner Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 23, 2004 AMENDED: March 25, 2004 TO: Lawrence Kotik and Timothy Mueller 4012 Id Avenue, Apt. E New York, NY 10010 Please take notice that your application dated February 23, 2004 For permit to construct additions and alterations to an existing single family dwelling at Location of property 10 Middleton Road, Greenport, NY County Tax Map No. 1000 - Section 40 Block 5 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, located on a non-conforming 17,903 square foot parcel in the R-40 zone, is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" According to Article XXIV, Section 100-244B, which states that,parcels measuring less than 20,000 square feet in total size, require a minimum front Yard setback of 35 feet. The current single-family dwelling notes an existing front Yard setback of+/- 29.9 feet. The proposed addition will continue that non-conforming setback. Pursuant to the ZBA's interpretation in Walz 05309), such additions and alterations will thus constitute an increase in the decree of nonconformance. Total lot coverage will be less than 20 percent. This uerwit wa nded on March 25 2004 for clarification. ---------- Da llis, Permit Examiner Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: File, ZBA S 13053120" E - 90. 13' M 00 Ln ED o W c� L 00 (o O f� N Z 50 M 0 EXISTING STRUCTURE N ti NEW CONSTRUCTION N N 17021 '40" W - 100.00' MIDDLETON ROAD ADAPTED FROM SURVEY BY: ADDITION AND ALTERATION BARRETT, BONACCI, &VAN WEELE, P.C. LARRY KOTIK 175A COMMERCE DRIVE 10 MIDDLETON ROAD HAUPPAGE, NY 11788 GREENPORT, NY 631 435.1111 SCALE 1" = 20' JUNE 5, 2003 01.13.04 JOB NO. A030582 4„ 4„ I I I 4„ 4„ II ,$„ 6_5„ 10,-6„ II I I 4„ EXISTING BEDROOM EXIST. , I EXISTING BATH EXISTING KITCHEN CLOSETS1I LL LL V I SN (7 I o2 z J� ---- ---------- w Lw DEMOLISH ALL DOTTED WALLS N ALL SOLID WALLS TO REMAIN _J - I EXISTING BEDROOM � LIVING ROOM r- I �--EXISTING STAIRS 'v r TO BE REBUILT 4" 4" 4„ I - II EXISTING STOOP TO REMAIN 9,-6„ 20,-6„ 28'-8" NE IV 2X8 FJ SISTERED TO EXISITNG U ER DEMOLISHED BATHROOM g^ EXISTING BASEMENT EXISTING PIER,(TYP.) - NEW ZIP COLUMN ON 2'-0" 2'-0"X V-0"P.C. FOOTING N LL U O +EXISTING(3)2X8 GIRDER in —�— m 12'-7„ 5'4" --�'-- 6-101, z NEW ZIP COLUMN ON 2'-0"X 2'-0"X V-0"P.C. FOOTING PROVIDE BLOCKING ABOVE o TO POST EXISTING CHIMNEY g" 9'-0„ co ACCESS TO CRAWL SPACE D . T EXI8TING (3)2X8 GIRDER4' NEW q CRAWL V TECO FJ TO 2X8 °D SPACE 3 O CCA LEDGER —� 9'-0. I 20'-0„ 30' ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11 B For: 0f#-y A 011L Per: pe'nhy �� .. �• 2`f9° / tf'iwlrf�A Ref" «, 214 Dated:_ z rr s y DESIGN CODE . DESIGN CODE SUBSYSTEM AREA .V„ CCU, UA UA Exterior walls 7 2 `{ 0. 11-70 014 B 41. 73 D /o /.3 Ceiling Root' . 776 o. 03 0.031 z 3. 2 8 z�/ o 6 Floor Over Unheated Space 2 0s, 0.05 y0 / cf O Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: / 9 .`f l l 2& .V 2 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipmeat to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 P"t 6 rN,EEWr/C�Y To the best of my knowledge, belief:, &professional judgement, , ! these plans are in compliance o with�the code. p90FESStot+�`i 0 i21 t w LT. raaQ�yD— _ TOWN OF SOUTHOLD PROPERTY RECORD CARD STREE/Tr / VILLAGE DISTRICT SUB. h ✓�e tfa/� �I dd le fo c� / ,� .� P ✓ (< /3/6 C it .r Z ,FORM OWNE N E ACREAGE 5 r r5�i 11 Pef �e/� V r 5 WTYPE OF BUILDING A IC )L !LAND �b SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value IMP. TOTAL DATE REMARKS ? 9 7S IPL, #1FIX112. a ,.d rfa 6/d , f—ec, i f 6 11 aG . #a//oc�, AFr, To fi a� rKi swt. 7�Jrt/d, y7. 09 �3�* Aro P- L /2-ZI3 Gl 5ki 706 000 ,2`1d4 76 iz - sir onarsk, �' �9 03 -L �LL� 356- r/P� G/s rk ffiZ�SSGG AGE BUILDING CONDITION i 2 C (-z) �Cj Cj7 O NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland ,., \\ Brushland House Plot Total r�i Cb • � I I I - I V4 Bld A� 9• 3 = e20 Foundation . fti< Bath tension °� x ,�(� Basement Floors Exte.ision -7 7 / Ext. Walls f �[�� Interior Finish �f Extension / Fire Place 0 Heat Porch Roof Type Porch Rooms lst Floor Breezeway Patio Rooms 2nd Floor a Garage / Driveway Dormer O. B. Yv oOtlPn ora � �Ad f Q — � FIELD INSPECTION REPORT DATE COMMENTS m FOUNDATION(18T) -- - ---.---- �_ as ------------------------------------- FOUNDATION(2ND) - Z y ROUGH FRAMING& — PLUMBING [n INSULATION PER N.Y. -3 STATE ENERGY CODE IL ca 14 ZMA9, FINAL ADDITIONAL COMMENTS --- z 1 .x, L 'r v -- m � t TOWN OFOOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 303 i Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C._ Trustees Examined ,20 Contact: Approved 0 Mail to: Disapproved a/c — _ Phone://-,;16C;)q ! (Jb Expiration ,20 Building Inspector �4At0rv�Att_ IS APPLICATION FOR BUILDING PERMIT r w 2 0 20(14 �' Date ✓,'J1JV*,7Y' /� , 20 04— I _ I INSTRUCTIONS - A This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '�� (Signature of applicant or name,if a corporation) io .Yd"'rel 44 "ej,� (Mailing address of applicant) / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �,�.���r1 A/ .C.0 A k- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land 9n which p oposed Work will be done: �v 1 A-7 /7i reel!GN b/y,o , q/��Al House Number Street Hamlet ' County Tax Map No. 1000 Section_ O Block S Lot /z Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy c-e i b. Intended use and occupancy ,-<-, 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing thi application) 5. If dwelling, number of dwelling units_ c/�Number of dwelling units on each floor If garage, number of cars p1�q 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A//4- 7. 7. Dimensions of existing structures, if any: Front a2J 6 Rear Aw -D Depth d 7 - Height t�'- /4z-O" Number of Stories /. S— Dimensions . S"Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front .3 , O Rear 30 -O Depth o?7 - 7 Height 0ol - /J Number of Stories /IT- 9. Size of lot: Front tleV Rear / .13 Depth IJ-1 03 10. Date of Purchase 129 O `J Name of Former Owner /rexl.4 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES leNO 13. Will lot be re-graded? YES_NO�/ Will excess fill be removed from premises?YES_NO� 14. Names of Owner of premi,:: Phone No. Name of Architect ;; Phone No Name of Contractor Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? ' YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 'f�V oC / // / 'ld-ry tell 1 4v`�l o A K being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ��i N Fi✓�/ (Contractor, Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /SSI day of J�.__c_20_04/ Notary P blic U Signature of Applicant RONNIE L. SILVERPERG Notary Public. State of New York No. 02SIW22657 Ouallfied in New York County Commission Expires April 5, 20 Qa ice gpTE A'+" ���a R ��7�—�- � � ,�, r�. •- + � � . ", r � , ,;.r w r �: r y �" *�� �� .9 ,x� F RrI IM y NSf �4t�AYI V.� �b n F � v 5 F 4 . 4 �'.f,.Y1 .1.� 'y r,a " e �h• �'4 ry a' F )� N p f1Al. ro N M . .. „ : ., ._ '' .. ^ , ., - i,,•Pf - + LL NSY U [0 }{q„L M ET'THE o OFNEW 4 ©U MFn 9 VE L ypR S71e' o RR RUCTI N ERR RS DESIG 1 COLI LY WI �L ADD k. I ' N WY KSTA } f2olo hFl� { A Fir LII A ' RAI f �" . "i ,. � r ElrWORD '� I,Ti 0 Jf I N . Ott, �n1 t 71 i CERTIFICATI N ING &C NNEGYI�QNS t� ' 1 MOOD-ZONE4 LA-FtQ NA Pt COMPLY WITH H PTER 46, - CAL /s FLOOD UTHOLIv1T G, PREV ENTIO I p UNJERWRITERSCERDFI r e�7 REQUIRED - p �0 NOT RO EE IT R AMIN UNTLS RV .OF FOUNDAT N 1 CAT ON ` rt. HAS BEEN APP lE PLUMBI ALL ATEM. NE AB ID �• "� r -- , .ate ass tit ����Ir NN E €ST NG EF RE 1 -.. ., .it,eE ti' � r" `^^��VV � � f 7�' �OpE& ION�,�• I� ALL CONST CTI IEETI E U 6141 OFT r,-e CODES Q1 NE , �Q _ 1? p OCCUPA . C`f USE IS U LA L WITHOU CE 4Fl OF OCC PAN RTIF s Mr X f ve., PLU ((A71Q ,, , QN F. ,DGD TENREpt?E vrty a ;' I R way .y , -t,�. 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NEW ZIP COLUMNO H ro N -0" - q FQQTI ua 16 z EX TIN G9 i 2X GRDER tL ' T, N _ N NJ PA�BOV �_ ?t 72 7,' ED co Ir _ 'I'.I T-11� _ Qz . � - `- NEW ZIP COLUMN'ON 2'$"X. — 9 ( 4 _. - "2'"0"X 1',D'P-C'FOOTI,NCa J} - _ 1 PROVIDE BLOCKINGABOVE - / 'm / I `o To POST . 8" is EXISTING CWIMNEY, . Ili 8.. ACCESS TO CRAWLSPAC - IL NEW EXISTING{3)2X9 GIRDER, Y N LL T a'- w C g _ ECO FJ TO 2X8 - S AC O CCA,LEDGER - LU z E 0 E Po. r 2 0 o-0 a 1 G v R 30' V 1 - ` s` ♦ J . d W r z ill 032251.1 ' V\� � � � Q llll II Q � it N I I -lam �,p . --T71—WuR 4 I s-zYx i'4Ya Ya I ` � Irfl r J I- „ r _J I Ck I �I I � IIS' iJic I I !7 I �z - l� III O$3d - 2e42 - `[ 'r NEW BUILT IN SI1PLW40 e4"a 7 . ' 1HLLLLL STUDY b'-0."GEIUNQ 1EIGHT . ,� ' .,$' "'CEILING I T 8'.9"CEILINGHEtGHT'." 5'Se%LIOHT� ' : � - 119%LIQHT 'mss' I ,�, 7i,AypV$NT, g _ - t � f m 1 S , I �t�IfxQQGH � t�12X4 I fipRtbGE ITHR � r � DDpR, SyTOR z 2468 2fi68 I `� - - NEtLV(RANK T4®FtRDE 6¢ ! I a, Fw , _ - - Q.2 '.N411(3�7D/'IBa `4uLFt:IJ 2)2X4 POST - Nom'-Mizx4w0$�` ; OIWGPECk' '- - � &Va i 88", HANDRAIL T TO - f, DINWG ROW '� ,LNING ROOM - RIDGE - , r { DA%T%HEDRALDEINGI 7 I CAtfHEDRALCEIWNGN6.CEEXISG 28N% 1GNT28AjLIGHT CHIMY i6A%VENT sulwuasVeNT ARV ' _ - II - II _4'1 - ii N1R ,k ;AF�CVE -DORM5R ApOVE PDR0: - r 2 - W EXISTING STOOK . - - - - r�-� Z" - . TD REMAIN M� U. A: ILII , �OfESSIO'TT sd RP - .t . ► I , II j - - H I` 'S=., - •'�Nlw,, a - 1A ^q -T"` V r - AF III - 0 , I I I . - . � ., ''r• - - . � - {� . 0.1 I �� � I ' �$jl it jil .i 'i gid, ✓i " I01 QO_ � CVVir . .I. 1 I I. III "•I YY -1 - _ fz' Y � —��- ��i. s _ 28378- 2831P 8" 7'r8" _ BEDROOM 1 Bq.-T•H, 8WkOOM2 :8.8"`C L ''•8-0"COJLING EI HT HEIGHT GMT' r r e'a. 1 w' CEILING I I tea _ 4 NG HEIG M T I 1 18.8% LIGHT � I 10.4%VENT ''�' 98%VEN�ir '-' _ II�� I 18C� HALL co m ze g I, ' - - (2} POST 'NP RO ;TTO ~, - (2)2"POST--� �' of : JO RIDGE rT RID - GE RIDGE _ R 1NT'ERYOR WINDOW NOTES: _ .�C Z .A2 , A21 A21 'A21 . ;i 1 A21_ A21 ' U X4 '(T'YP') -� ' 0 n j (4)2X4r i t HEADER HEIGHTTO ALIGN �, „I --- - WITH INSTALLED WINDOWS, " b Ill 1fIh OPEN T0.8ELOW 8_8, 8 I'I _ � I DORMERWINDO CENTER ON A21 2 W1N` TING CWIhhNkY - a WINDOWS - - � °>>' � EX1S 'SUILDiUP AS _ m 3, ANDERSEN A21,OPERABLE 'NECESSARY � VENTING UNIT, will � �Ill ��/ ' " Ila , a,l�l`� - �fll I IIII L ell C12 ptzr " C12C1zC , I JiflI (4)2X8, , p.) I1I r-1o^ i - �\\ (4))2X8 (T51P.j z U U1 z ao,. � p - U- - 0 (If NEW lit � a LU' - - BFESSIBN�� ` SCALE Y4 i i _ .. O , i.' 777 r I r. 77 i �..� LOAD PATH I 1 I 7 c .o R-00INSULA4ION // ' - 12_ - FASTENER I' (2)3X6HEADER '� _ _--._ __ _.. NEW 1 0"X 11 �,�L�RIDGE C12A EN WINDOW 51 /� IIII BO T6 OjC _ ATS -.-- —_ ,i, _ 12 III r _ (2)2X4 POST TO RIDGE AT STAIRS AND GABLE WALLS 16„0/C CJ WI TH R-30 INSULATION FASTENERS C„ rl . OAR'R 8 RR — - — - - - - Il N 4 HT ,II G O I 0 SITE RAFTER R i E - —. _- ,,� \_- 12 NEW ZX6 STUD UD WAILS WITH R-2 - R-3q INSULATION � � � 1 INSULATION -- --- i``, - 2 - '— X10 Ao TRIPLE RR, (TYP.) - O ON SIDES OF f R w IIT , DQ MFR � I BEDROOM2 ,S � CTI � � I �Z DORMER _ I - R DE�T�41L m S. SCALE J 4 o _ _ _._ -FASTENERD I � �aWI FASTENERS NEW W1409Yz"-16 LIVING - ROOM - N STUDY -- Z I . .F ___ _ _ ____ ._.._ EXISTING 2X4 W et -"' STUD WALLS WI '4' WIT NEW R 1 $INSULATION, (TYP. W V NEW BUILT IN SHELVING C7 ,- 10 _ ❑ } O EXISTING 2X8.16" FJ NEW R-30 INSULATION ' Z PROVIDE BLOCKING ABOVE NEW -- -' - - -- --- - -- GRADE co ZIP TO NEW(4)2X4 POST ABOVE J F—F, io EXISTING BASEMENT - ------ - - - EXISTING P.0 BASEMENT WALLS ���111111 p F U z �'. O O --I U. z z 4 - �pv NEW y W Z O P S G T t 'f i � p 032L5�-1 S � f C�"I4N A � a 0 FESS10N S Al E /' = Tprr r �;II . - v I 15: 1 a lc, �P` w ' lla ' � M'' 11°z : la l 'S' ' 6 I� 1 �I a li li Ili NOTES. II I of IZ 1 1 1. EXISTING ROOF TO BE REMOVED ill ZO' __. 4' _ 4" -6° __ 4" r- 4" Ct l l , leo 2.EXISTING SECOND FLOOR WALLS AND FLOOR C, , Zd,, f-.___ 9,_9• -_. -3_g• — g•_5^ .—+. - 1__ .F JOISTS TO BE REMOVED W _7 3 REAR CONCRETE STOOP TO BE REMOVED. W O S EXISTING BEDROOM kEX EXISTING BATH EXISTING KITCHEN 731j Z r Z "a pw' z_ v W 'T V F W ° L-- DEMOLISH ALL ^ d } o N DOTTED ALL n p Z p a' r '- Z - ALL SOLID WALLS -i TO REMAIN Q I � � -1 EXISTING BEDROOM __ -_ I LIVING ROOM 0 _ - EXISTING STAIRS 'v r TORE- REBUILT J 1 — 4 �W 3 3._y� ._--.___—_ 4.. e H W U _ EXISTING STOOP + Z TO REMAIN 0 O U.J - Ire a ---- s6° _----- -- ------------ 20'-6" - -- ---- - W SOF NEW), p ^H S -_-- 30, ____ p CE r` 9 5 1� s s r « DEMOLITION PLAN °`Ess'°"P' E — SCALE Y4" _ V-10" py <1J ill _.� - �� _ .� . .. ..- T — . 7, a T - F �•„ -ter aT RIDGE_. RAFTER USPRS250AT21" LU - LUI 0' Ig .q w1 �� 0 'I 'i CLIIw,q l io l io A .RAFTER/RIDGE/RAFTERWITH,Cr_ KING STUDS - RAFTER _.____-_-- _____ RIDGE - - RAFTER- --- -CJ STUD USP RTI6 OR(2)RT7 - ---- -- - - ��' < HEADER RAFTER __ -- -Ei -,. _ _ USP RS260 AT 18' _ USP RT9 - _- : -t, •`�. d Oi- TOP PLATE - __ _ _ �( � Izi USP RS250 AT 21 �•'kr USP RT20 - - ` I USP LS OR TMU IES- - - USP RS250 AT 12" CONNECTION USP PRODUCT NUMBER IiT a �a WALL STUD - -- s! , WALL STUD G p JACK STUDS ---- �-- -- -� f) FD RAFIER/RIDGEIRAfTER,WITM CT" R8250 21" ia^ p W� RA FTER/RIDE/ GRAFTER WITHOUT CT RS250 21" + LSSH179 W _' � � , RAFTERIPLATEISTUD RT20 ��' "i �O RAFTERIPLATE RT16 or(2)RT7 PLATE/SND RS250 16" Al RAFTER/RIDGE/RAFTERW/OCT B ;RAFTER/PLATE/STUD B �RAFTER/PLATE PLATE/STUD C HEADERISTUD HEADER/JACK HEADER/STUD RT3 - - - - -- - -- - -- - - HEADER/JACK STUD RS250 12" FLOOR TO FLOOR KLFTA or 85250 36" n E STUD/PLATEISILL R8250 36' D O STUD/PLATE RS250 16' Z r PLATEISILL MP6F W V' F ANCHOR BOLTS STB16 W rn G POST ANCHOR FOR DECKS PAU SERIES (9 r (00 POSTANCHOR FOR COVERED PORCHES CBE SERIES O tY6 OR 2X9- 10"O/C COLLAR TIES MIN —_ Z Of v POST - -- - - v USP CBE -- - P.C.FOOTING 2ND. FLOOR WALL STUD-- G 2ND.FLOOR WALL STUD - O 1ST.FLOOR WALL STUD---- -0 1ST.FLOOR WALL STUD SUBFLOOR PLATE 2ND. FLOOR- -- .. SUBFBLO R PATE , - { IST.FL OR OORPATE-- - 1ST.FLOOR OR PATE-- - -- G _ POST ANCHOR foa COVERED PORCHES �1 w RIM BOARD -- - - RIM OA i U - Z USP KLFTA ---- - USP RS250 AT 38" - USP RS250 AT 36" - USP RS250 AT 16" - BOARD - - - RIM BOARD -- RIM --- -- _ -_. 1ST. FLOOR TOP PLATES-- - . - - 15T.FLOOR TOP PLATES--- - ' DOUBLE SILL PLATE - - - POST - -- -- --- - - OF NEv� O DOUBLE SILL-PLATE- ILL PLATE - USP MP6F - ~rp?"H ..__ _ __ SEr LL Z 1 ST FLOOR WALL STUD I� 1ST FLOOR WALL STUD -. ---( i ., _ ''"� FOUNDATION WALL - -+1 FOUNDATION WALL ,- USP PAU 3 l; g c � q s WW W L -- - - mzsyat ��/ V/ O oQAOFE5510N P.C.FOOTING Py/ _ D ,,FLOORTO FLOOR _ -D \�FLOORTO FLOOR _ E - `STUD/PLATE/SILL _ E ' STUD/PLATE PLATE/SILL _G- IPOST ANCHORS FOR DECKS N GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - -- - - - -------- NANAGSCHEDULE - - 1 The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 26, to be stud grade or better 16"c/c. All other framing material 'TABLE 3.1, INCLUDING 9 3 AND 3 s intent and framing details They are intended as a construction aid, not a substitute to be#2 douglas fir or better. .. for generally accepted good building practice and compliance With current New York ,1995 SBO HIGH WIND ELIPTON WOOD FRAME CONS'6,11IJCTION MANUAL state building codes The general wntractor is responsible for providing standard 2.Allwood framing in contact with concrete or masonry to be pressure treated'. ' - construcpon details and procedures to ensure a professionally finished,structurally JOINT DESCRIPTION 7NAILUALITY sound, and weatherproof completed product. 3. Provide double floor joists under all walls parallel to fl0orjojst span direction unless NAIL SPACINIGotherwise.specified. ROOF FRAMING _ 'ZITRAFTER TO YOPPLATE TOE NAILED LL 3Ed �� a rs,scheduling of Work,and PER RAFTER -interacnon betwe n trades. 4 Provide X'pracing orsolid blocking at a maximum of 8'-0"o/c for all tllmensignalALL_ a8d__ PER RAETBR2.General C tween tr to COofdjnale all Sub cOn(raCtO Um rovfloe! olafs CEILINGJOIST TO TOP PLATE TOE_NAILEDatl PER JOIST W_ LL 3ed _ PER JOIST3. The general contractor is responsible for ensuring that all work and construction LL 3.meets or exceeds current federal, stale, end local codes,ordinances and regulations, S Floor construction'%' tongue and groove plywood Subflool. Finished material to be CEILING JOIST TO PARALLEL RAFTER FACE NAILEDBLE j.7 EACH LAP - I(..1 etc These codes are to be considered as part of the specifications for this building applied Over Subfloor. Glue and screw plywood decking to floor joists, CEILING JOIST LAPS OVER PARTMONS FACE NAILEDBLE 3.7 EACH LAP - - W; '�Z ,_ j��and should be adhered to even if they are In variance with the Ian COLLAR TIE TO RAFTER _ -'FACE NAI - - a ;P _ LED BLE 3.4 PER TIE I W �i ; BLOCKING TO RAFTER _ ,TOE,NAILED _ _ dq� IQ ,oU 6 All window and door headers to be minimum(2)2x10 unless otherwise specified. RM BOARD 10 RAFTER 2aa EEACHACH EEND ND - 4. Dimensions shall take precedent over scale drawings(do not Scale drawings) All interior headers to be(2)2x10 unless otherwise specified. .- END NAILED 2-16d 'I ALL FRAMING 5 The designer has not been engaged for construction supervision and assumes n0 7.Provide full solid blocking under all bearing Walls. TOP PLATE TO TOO PLATE FACE NAILED z4stl •16d _ PER FOOT - responsibility for Construction coordinating with these plans, nor responsibility for TOP PLATES TO TOO PLATE CTIONS FACE NAILED 2 Led JOINTS-EACH SIDE . construction means, methods,techniques,Sequences,or procedures,or for safety 6 All beams IO kava adequate bearing at each End Or a3 specified BTUD TO SND _ FACE NAILED 2.16d 24•'O/C precautions and programs in wnneCUen with the work. There are no WaRan(Ie3 for a HEADER TO HEADER __ FACE NAILED i6d _ 16'•O/C ALONG EDGES specific use expressed or Implied In the use of these plans. 9.All flush beam and joisC intersections t0 have galvanized hangers. TOP 00 BOTTOM PLATE TD STUD_ ENO NAILED 2-060 PER 2X4 STUD 8155 PER2x69TUD 6. Refer to floor plans,exterior elevations, and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with^f,"exterior grade plywood or 4- � windows. All windows to he Andersen high performance quality or approved equal 7/16"OSB plywood,group 1,APA rated Plywood to span over,all plates and BOTTOM PLATE TO FLOOR JOIST, - 160 PER 2X6 STUD - O headers BANDJOIST, END JOIST,OR BLOCKING FACE NAILED 2-16tl '- PER FOOT Z 7. Door and window headers to align unless otherwise noted. - - - _ _ h 11. Provide insulation baffles at save vents between ratters. FLOOR FRAMING - I R,P �> 8 General contractor i3 to ensure that masonry and prefabricated fireplace - JOIST TO SILL,TOP PLATE, OR GIRDER TOE NAILED _ 4-Bd PER JOIST Q a'2a Z EACH END construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly Installed at all connectlons between roofs,watts, BRIDGING TO JOIST _,TOE NAILEDEACH END - - <•x,rl a IZ BLOCKING TO JOIST TOE NAILED 2-Bd EACH ENO ZilY. chimneys,projections,and penetrations as required by approved construction BLOCKING TO BILL OR TOP PL ATE TOE NAILED 3-16tl EACH BLOCK LLJ /",-J � 9.General contractor to consult and coordinate With the owner and the plans for all practices. LEDGER STRIP TO BEAM EL ;FACE NAILED 3-06d EACH JOIST DJ C LU 0j hull in Items SUCK as bookcases, shelving, pantry, Closets,etc. JOIST ON LEDGER TO BE .TOE NAILED _ 3btl PEC JOIST -_I 'W 13.General wntraCtOr to provide adequate attic ventilation and roof vents. BAND JOIST TO JOIST :END NAILED - � 3-160 � PER JOIST LU 10 Provide hardWlretl Smoke detectors,with battery backup, on all Doom and in each BAND JOIST TO SILL OR TOP PLATE ,TOE NAILED - G LIZ,'j bedroom, verify with local code requirements as per Section R317, New York State 14 Provide appropriate soffit venfilation at overhangs. - 2-160 PER FOOT Residential Construction Code. Install carbon monoxide detectors as per code. o GENERAL PLUMBING NOTES_ ROOF SHEATHING -- -- GENERAL FOUNDATION NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-16"OIC-a-AT PANEL 1 Plumbing subcontractor to be responsible for adhering to all EDGE P 9 a applicable code and SAND ATINTE RMEDIA TE SUPPORTS IN HE Safely requirements, - - � � ad PANEL FIELD ' 1 General contractor to review - evew I ons I .elevations,and details falls to determine - - - ' INTERIOR ZONE -16"OIC-8"AT PANEL EDGES,AND 12" ~ W heights of finished floor(s)above typical grade. 2.If wall plates OrjOI$ts are cut during the installation of plumbing fixtures or - - ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 Loo Equipment provide bracing t0 tie flaming back together FOR ROOF SHEATHING WrfHW 4'-0"OF THE PERIMETER EDGE O THE ROOF, INCLUDING 4'.0"ON EACH SIDE OF THE ROOF PEAK, THE 4'-D" Z O 2. All footings to rest on undisturbed soil. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED UJ GENERAL_HVAC_SYSTEM NOTES '- ' - LL V 3. Provide Y?expansion joint material between all concrete slabs and abutting CEILING SHEATHING concrete or masonry walls occurring In exterior Or unheated interior areas 1. Mechanical subcontractor is responsible for adhering to all applicable codes and GYPSUM WALLBOARD 5tl COOLERS 7"EDGE 110"FIELD - •- safety requirements. - - _ 4. Concrete on 4"sand or gravel fill minimum,with 6x6. 10110 wire mesh reinforcing. WALL SHto EATHING O } O Interior slabs to be placed on 6 rad, stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements With the STRUCTURAL PANELS Btl 4'EDGE ZONE-i6•'O/C-6"AT PANEL EOG E$AND 12" Q Z C equipment Supplier. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O 5. Provide Crawl Space ventilation per VOwl code requirements. INTERIOR ZONE-16"0/C-6"AT PANEL EDGES AND 12" t` Ed 3. HVAC subcontractor to provide final system layout drawing and submit it to general _ AT IMERMEDIATE SUPPORTS IN THE PANEL FIELD Z V 6 General contractor to install cop-r-tex(or Copper)sheet metal termite shields contractor,owner, and equipment supplier for final review and approval 9 FIBERBOARD PANELS - ']/16" _ 6d ;"EDGE/6"FIELD - Q between all Wood surfaces that are exposed to concrete or masonry surfaces 25132" ad 3"EDGE 16"FIELD NEW CODE GYPSUM WALLBOARD ad COOLERS T'EDGE/10"FIELD f0 7 Dampprogf exterior of foundation Wrth a bituminous Coating as per Cade and soil _ _ Btl 4'EDGE ZONE-16"O/C-6"AT PANEL EDGES AND 12" GENERALWIND PROTECTION CONNECTION_NOTES HARDBOARD AT INTERMEDIATE SUPPORTS IN T11E PANEL FIELD conditions ad INTERIOR ZONE-16"O/C-6"AT PANEL EDGES AND 12" Adapted from Standard for Hurricane Resistant Residen"at Construction; SSTD 10-98 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD GENERAL FLOOR PLAN NOTES and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction FLOOR SHEATHING _ STRUCNRgL PANELS-1"OR LESS ad 6"EDGE/12"FIELD 1 Dimensions shall take precedent over scale drawings(do not scale drawings).float, 1,A continuous load path between footings,foundations walls,floors, studs and roof framing shall be provided 2 All interior TABLE 3.7 walls to be covered with board with metal writer reinforcing. TABLE 3.4' Tape, and sand(3 coats) 2.Approved connectors, anchors and other fastening devices not included In the 1695 SBC HIGH WIND EDITION WOOD 3995 SBC HIGH WIND EUD10N WOOD FRAME /I Standard Building Code, Table 2306.1 shall be installed in accordance with FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL ALJ L/J 3 Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufadurEr's recommendations, RAFTER SPACING 76"O/C _ RAFTER SPACING 16'01C /'�1 � At garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber 120 mph FASTEST 16" OSPEED LU requires 2 layers of 518",fire rated gypsum board 13. Metal plates,connectors,screws, bolts,and nails exposed directly to the weather or ROOF PITCH ROOFSPAN Z subject to Salt Corroaien In costal areas,shall be stainless steel or hot dipped ROOF ROOF NUMBER 12 20 29 36 W 4.All bath and toilet area walls and ceilings adjacent to Wet areas to have water galvanized, PITCH SPAN(1T) OF NAILS 412 5 8 11 14 U resistant gypsum board,or wall tele set on wonderboard or equal 412 4 6 8 11 f"j Z 4. Where Windows and doors interrupt Wood structural panel sheathing and siding, 4 12 1e . 5.12 3 5 r��++ 7 g WIM D CALCULATIONS framing anchors or wnnectors shall be provided at the top and bottom of cripple - 26 e 112 3 4 5 6 0 studs, headsr studs,and at least one studat each side of opening 24 - 6 9.12 3 3 4 5 0 RMLY DISTRIBUTED LIVE LOADS(16sij 2S 7 12'12 3 3 3 4 SE pF NEWT BALCONIES 60 5 Ridge straps shall be attached to each pair of opposing rafters except where collar 32 6 11, ppE O,p ties of 1x6 or 2x4 lumber Is located in upper third of attic space and attach to each pair I 3S - �E 'f' O 40 Of rafters 5.12 12 3 �r3 S • Z ITHOUT STORAGE 3p - c-,, 4 6 Uplift connectors shall be provided at each radar bearing IS - 4 . ,r,,}� W ^( W ITH STORAGE 40 . .. 20 - q 1✓ }�.( = Q ROOMSOTHER THAN SLEEPING ROOMS) 40 Z Floor to floor hold-downs to be provided every 46,and every 18"within 4'of exterior 224 5 8 6 P2� ocze5al ���! _ G ROOMS g0 comers. ' - I A 36 7 '�FE5510HP� CRITERIA FOR CALCULATION OF DEAD LOAD 6.Sill Plate to Foundation min, bolt diameter ill plate she"be anchored to the foundation -� ACTUAL WEIGRT-60 F MATERIALS'REF ENCED-T-0-A--1. . with anchor bolts having a min, poll diameter of 5/8"and 3"x 3"x 1/6"washers. A 612 12 3 ARCHITECTURAL GRAPHIC STANDARDS minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of _ 16 each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ I 20 4 �/ U 24 5 SNOW masonry foundations Anchor boles shall be located within 12 inches of comers and at - _ - - 28 B CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD 451bs' spacing not exceeding4fee[on center. - 32 _ 6 WEATHERING SEVERE __. - ._ _ - - 38 7 FROST LINE DEPTH SEISMIC - - ------ - -- - --- - --- 712-12.12 12 _ 2 7ERrlE MODERATE TOHFAVY DESIGN CATEGORY THESE NOTES ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT I _ _ 16 3 DECAY SLIGHT TO MODERATE B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 24 - WINTER DESIGN TEMP 11 0 11 4 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR ICE SHIELD UNDER- _ AS PER MANUFACTURERS N WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 28 5 LA II REOUiRED SPECIFICATIONS/STATE COQE WIND SPEED 120 mph GENERAL_CONT_ _- - .._ -_-_ . - - _ 32 a EXPOSURE CATEGORY B 36 6 FLOOD HAZARDS _ - - � I71 I Z jai I I LL li jwc 'LL W', I0IIp BUILDING DIEP R ENI'CRITERA ay 'N "IW : I OCCUPANCY CLASSIFICATION R3 RESIDENTIAL-SECTION 310 BUILDING CODE NY S 'CO;Q Io 1U USE DWELLING UNR.SECTION 310 310,2 2 HEIGHT STAY, FIRE AREA fIT 1090 EXISTING 166 NET NEW CONSTRUCTION 1256 TOTAL 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 WFCM HIGH WIND EODION - 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS PAGE E ]WINDOW AND DOOR SCHEDULE PAGE 9 6 LOAD PATH BEE SECTION PAGE 5 9 NAILING SCHEDULE PAGE B 01 , 10 EGRESS SEE FLOOR PLANS LL 11 PLUMBINGRISER DIAGRAM PAGE9 iilI 12 FIRE PROTECTION SEE IA F OOR PNS Lidrr 13 TRUSS DESCAIGN DRAWINGS ATT - i} 14 ENERGY LCULATIONS ATTACHED I Z Div p' IF! 0 H LU 10 Il ld W, i l C 4"p ROOF VERA , WINDOW AND DDDR SCHEDULE �# ROOF - - _ _ __ - _-- _ 0 PRESSURE RAUNG 2862' TILT WASH- 11.05 4 Z4] -269 +fi0 d5 E 6 O6 20 2042' TILT WASH- 480 866 10 4 25.9 -281 +50 's5 2642' TILTWASH- 480 880 f0 500 4 25.9 .34] +50 'fi5 ATTIC 26310' RLi WASH- 4 3 789 10 4 259 -261 'r 50 's5 d O - - - - ---- I- - - - - - - - _ - 26310' TILT WASH- 43] ]B9 10 5 25 9 31 T +50 'fi5 BATH - I- WASH- E 590 1260 20 4 247 fig '+50 s$ ILL! V d 3052` TILT WASH- E 590 1260 20 5 24] -324 '+SD 's5 C12 CASEMENT- 250 260 10 4 25.8 281 L.D C235 CASEMENT- 460 990 10 5 259 -34J +fi] -71I 1 T/2 1 ill I 1 1/4 Q 11 FWH31611 FRENCHWOOD HINOED- 16 72 114g 2D q >_ OZ4] 265 p FLRV. 4 Z `-- - - O o CALCULATIONS FOR WINDOWS BASED UPN UNITS WITH HIGH PERFORMANCE IMPACT RESISTANT GLASS TABLE R 301,2 2 NEW YORK STATE BUILOIN m ALL EXTERIOR WINDOWS TO BE ANDERSEN T B N EXPOSURE 8 z I� 'MUST HAVE DP UPGRADE KIT 'COEFFICIENT 1 O WITH 120 mph BASIC WIND SPEED AS PER E MEE1S NY STATE EGRESS REOTS Q I SECOND FLOOR ( I _ GCODE :FOR GRILLL-SPACE. - CUSTOM GRILLEG-SEE BELOW N L '3 T' 2 '1110. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE SIB"WOOD STRUCTURAL PANELS �y� ,,�;CE •/ �A,f C.ad 4 , 4 4 tl2"HEIGHT SILL STOP OR STOOL ANDIHEApDINON OFA I/T'X314'DP UPGRADE SILL STOP (SILL STOPS TOOK.FASTENERS FOR SPANS UM OF 6$'SPAN FASTENERS FOR SPANS TABLE 301'21 ALL BE 2 tl2"tt a W000 SCRE WS AT I6 4 FOR SPANS UP TO 8'-0"SHALL BE 2112'-Ho AT t2"OIC TABLE 30L21 2 ALL DOUBLE HUNG WINDOWS MUST USE A 3� r - �,,,- - - -- --- ALL MUSTOMEETOR EXCEED THE MN TOTAL t-Tl9" I ( 2 I _ - F A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) 0245A1 IKITCHEN BATH rr 4 MINIMUM DESIGN PRESSURE REQUIRED.ANY MULLED UNITS MUST MEET OR EXCEED' _ 144I t 5IMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTERIOR OFESSIOHP) I,^ GIAZINO MUST MEETASiM E 19961E ST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE - -112 -1 11/4 11/2 1114 // i^.,.,+ F REFER TO SECTION R 16051 4 FOR ALTERNATIVE OPENING PROTECPON / !- �, AI V / N1./ D.W. �SINK� � +V� �.d. I 0 F- SH WER w 1 - FIRST FLOOR _ _ - - _, __ L`- --�,_� _ __ _I 1 U -- _. 4 11M - - 0 - I z 112 C.O.' 4 - - „ 2 D 0 4 Q 1 Q TO SUFFOLK Z 4"QI COUNTY DEPT.HOUSLTH Q TRAP SERVICES BASEMENT -- APPROVED ^ , _ - - -- - _ 11 SEVER LINE V�l/ SLOPE"1/4"PER FOOT PITCH TO DRAIN 3052 2852 2842 28310 C235 FWH31611 I PLUMBING DIAGRAM CUSTOM WINDOW GRILLES -- ----- ----- ------ -- -- --- ---—- — _ NTS 0 a N 2X8 DECK JOIST - - i Y -- -- - 4X4 CCA POST FOR RAILING SYSTEM BOLTED W/(2) '2"CB - -- USP RT3 OR RT7 - -- DECKING - -- HOUSE 2 2X8 GIRDER --------- - 2X8 CCA DJ BOARD ( ) 16"O/C- - RT3 OR RT7 FASTENER w USP RT3 OR RT7 (2)2X8 CCA GIRDER --- ° l Y - RT3 OR RT7 FASTENER I �O 4X4 CCA POST— -- -- --- -- of ¢ o USP PAU SERIES - - - - - -, 4X4 CCA POST - --- 8"SONOTUBE GRADE - -- USP PAU SERIES - --- - - �= � USP JOIST HANGER - - -- --- - --- ------ ---- ---- - ', 2X8 CCA LEDGER BOLTED --- - - --- ----- ---.--__J - , PC..XOTING,-C" _- - ___ _ ..' ) 8"SONOTUBCFOOTNG'2.-6X P.C. FOOTING - -- I (TVP.) z, lllZ j DECK DETAIL DECK SECTION SCALE Y2" = 1'-0" SCALE %Z' = 1'-0" r Oo Q. •,1*��ce 9,r W V W v ,: c d• Ol � ( W n ----- --- ---- DECK AND HANDRAIL BEYOND • win �_ ra crt*.F; /• _ -_- _ ___. ____ ___ .-_-_ . - _-_ 0312 t1 / OZ FESo / - DECKING - -- --- - S10 a+ � R � 2X8 CCA DJ- 16"O/C -__ _ __ °/u� \ Z I k TAPER DECK JOIST AS NECESSARY coo r I (2)2XB CCA GIRDER /- - NEW RAMP TO 3RADE -- -- (2)2X8 CCA FLUSH GIRDER 1.12 % FASTENED WITH JOIST HANGERS ' /----(2)2X8 CCA FLUSH GIRDER % / 12 - --- OVERLAP JOISTS / FASTENED WITH JOIST HANGERS �_�z co i BELOW GRADE / !' _I V -USP RT3 OR RT7 co �. 4X4 CCA POST --- Av U, H BIRD'S MOUTH IN DECK Z GRADE ---- - JOIST AS NECESSARYj W p,I - _ _- -- - U /III _--_--. / --'- USP RT30R RT7 z--� � / � Z oBIRD'S MOUTH IN DECK JOIST -- - AS NECESSARY J � Q ` --2X8 CCA DJ- 18"OIC TO CONTINUE ('� TO FLUSH GIRDER BELOW GRADE Z i 1`Y Q W USP JOIST HANGER --- �--- --- - - -.� - ----- _ _ - _-_ - _/ � O 2X8 CCA LEDGER BOLTED TO -- - - - - ---- ----. --- _ _ ._- / HOUSEW/ - CB-16"0/C 8"SONOTUBE ON 2'-0"X W X 1'-6" __.,__._.___._--___- 8"SON OTU O. FOOTING,,(TOP) - __. _-__. -_-_ ___ .. .. -J--- __-- _ — P.0 FOOTING BELOW GRADE - RAMP SECTION 4 SCALE %4' = 1'-9' III II p. Z ^a I a, - NEW 8"SONOTUBE ON 2'-0"X 2'-0"X p! � 1 -0" P.0 FOOTING,(TYP) � I ¢ W I< O O IQ o ilo �I m ¢ io ¢ x o I U N NEW 2Xm ca 8 CU U - _CA 16"O/C DJ EXISTINGBILCO e 3 N N O _ �- DOOR � I JI I W m 3 zYl¢ I W - a'I --- OII� I> 1 m LU 0 N, g . n,t W II� O_ — -- - 11' - - - - - - - - - - 28'g" — -- -- --- - - - - - - - fr : .�r'- ._ , . . I f'.i'`r' r' J' >' iW' I�I� w ,_ - IGT�i7E9F@-EXI6ITNG '� (�.r , �.• ��] 3"' NEW-2*8Ff-J-6 Di,r ti W - - 'UN ER-©EMbNSHECtBATHROOM� � - 8" )' i, I , t ,'•'. _� - I �, p � NEW DECK ABOVE EXISTING BASEMENT b - EXISTING PIER, (TYP) - - ro \� W IP' COLUMN ON 2-G z NEW Z , Z I _ FOOTING I ro X 2' 0"X'. 1 0 P C FO W v _ - V W .+_ Cj , EXISTING(3)2X8 GIRDER O >'Le O I_',�, I 0 , (D /p .. I � , < z 12'-7" g4 o p f- '4 NEW RAMP ABOV �M o Imo,`-M � y- 0 NEW ZIP COLUMN ON 2'-0"X - " - . - —_. __ - 4,_4„ _ 2'4"X 1' 0" W C FOOTING i --- 8' BLOCKING ABOVE PROVIDE' I � I - _-- TO POST -- - - EXISTING CHIMNEY i� 8.1 � SII 91_61. -. 19. 2" m ACCESSTO CRAWL SPACER W o ( ' --- - - - - - - - - -_---- --- „ _ ;R-AWL o -TECO FJ TO XB OEXISTING (3) 2X8 GIRDERO RE uJ °j SPACE O 1 CCA LEDGE /�'''1I Z --I - w - - — W - - �_= o O 30 -- ---_ (�I7 Z 'a T W II ^ ' 0 I !fes 1�1 NOF NEW r J 1 W FOUNDATION PLAN mFo 0322M-' SCALE 1/� -- " = T_10" O `3 NN -7l �lv� I 1 „ _ 1 .' y 5 2 8 1 11'-5 �2 �2 2 �2 ZI, 5 Iail pl SIO J a iy 'SILL ' w IZ i I� it I ' il I NEW DECK ' ---8�- Q - --------- ------------ C235 17 ,62, 2842 zeaz Q. Z Z' \ ---NEW BUILT IN SHELVING :N 41 4 � LL, io - ._ 12, -_ --__. - ,y.gT61 B_5„ ---_ .18'°6° _ ! ILLL 0 : KITCHEN BATH STUDY n O W 8'-0"CEILING HEIGHT 8'CEILING EIGHT j 8'-0"CEILING HEIGHT I ' I, �I� W 195%LIGHT '�� 19.9%LIGHT .J'� ,Of 11 0%VENT o V 7 D O � 3068 P D. ;o o , d Of e0 m (2)2X4 POST' m S/D mm W 4 O THROUGH v m (2)2X4 z - o v - LD Z TORIDGE x POST " 3 w W 7 OVER DOOR-- 3 m THROU 3 l ,� W m z TO RID z 2668 2668 r ju 14C 0) WCL / SCC (%Tr5 PA f,�C. $}.f 4 Z ^E 4 NEW RAMP TO GRADE CL r Q Z j tit "' NEW O)1 %'X9Yi'LVL FLUHGIRDE, N O p , NZZ NEW(4)2X4 POST -- ry66� NEW FENCE ALONG DECK' :/ v Q --__-_ 12'-9" (2)2X4 POST -- OPEN 38"HANDRAIL rD THROUGH TO DINING ROOM - LIVING ROOM RIDGE CATHEDRAL CEILING CATHEDRAL CEILING EXISTING- 1 28.4%LIGHT 267%LIG;HT CHIMNEY w 16.4%VENT 15.4%VENT BUILD UP AS ('p NECESSARY w N -- - - �, 3--I h Vl DORMER ABOVE -- DORMER ABOVE �` w z W -- -- - ---- - -- .. 3052 _ 3052 STS-( P)� _ 30152_ _ _30_52 „__ w EGRESS -_,. .-.-1� - _ — _ [ EXISTING STIOOP Z TO REMAIN 0_ 1 OI O u. Lu i SE OF NEW;, s Awa Tv. fi w c 1( 6 W FIRST FLOOR PLAN �o 0322W _ i IIS i LOAD PATH i 1 I I oI . � I I I FAST ENER I i (j a 12 2) 0 INSULATION I - ' R -- 2XO R=3' (2)2X4 POST TO RIDGE AT STAIRS AND GABLE WALLS _i a Q ry� I i i 2 A- 12 -%'%` iii �s"o R 16.0/0 --- -- ----.._------------" — - �. oto S a Cit AN SEN WINDOW 5' � III C r NEW 2X8 18 OIC CJ WITH R-30.INSULATION III ;yy WyYFASTENER 8 L ,I ;u1 RR 8 R 7 R I - CA STH UGHTO NEW 2X6 STUD WALLS WITH R-21 INSULATION / POSIT)RAFTER 12, I I R-30INSULATION �10 - - --- O 2 2X10 _ - - TRIPLE RR,(TYP,) I j ON SIDES OF to BEDROOM I o\o6 ad DORMER q 12- . 1 I ' ? I Z. G 0+ 10 `L I 1 - 1 1 I' a� III O- � �N ro I I' DORMER DETAIL - " _ m _______- FASTENER j W — —.---_ -- —_ --- __—._—_— w FASTENER � . SCALE 3/4' = _0" a --- -- � 1' r I NEW W1409 -16 O/C F. ------ -._.Ut _ z'aer`lar1_..-, W -�z .-- . w ^ LIVING ROOM STUDY ------- - - - UA ? NEW BUILT IN SHELVING F } g a -- 1tXf3a'-'_l.f _A,r",.� I NEW R-30 INSULATION I _.- - _— _ _ — _____ _ —_ ——— fO a 'X-_ Y �X ' XXX .-- � - GRADE t�p4 NEW YO9 PROVIDE BLOCKING ABOVE NEW f ZIP TO NEW(4)2X4 POST ABOVE � w W i4m"a EXISTING BASEMENT b ?OFE5S1I n JJJ 1 N ---- - .- - --- - -- --- EXISTING P.C. BASEMEN ALLS fl`}7I I _ F LU -- -- 1 - " z 8 Anto At�lTA n„11'>'t�F:l 0.' T. FLO a_0.2 TC�i-s YS (^� p ix C^ 'Zi6. Df,'E,nmfuiGn ' i-��il Q aur• f�aT , ls:a : T_ �.NCre��Ch�rNf r� r3N� }.( L _ (-OL PTCI AIMCIl-t ,Hc.l'tlrs__ ALSO SECTION A SCALE Na" = 1'-0" rn U"off� ) N l I Il I, /j II I I � I IZ I o ' ail $ ! ' wl rn I �,N ITU' tl v v 4c NOTES: Z 1. EXISTING ROOF TO BE REMOVED. �F-li Of 9'-9" ---- 2'-8" 5'-5" 10'-8" - JOISTS TO BE REMOVED. WALLS AND FLOOR OI _ 4" 4:: y:: 4: 2. NG SECOND ZI - IWI 4' 3 REAR CONCRETE STOOP TO BE REMOVED ;' I I � II�:C9i it EXISTING BEDROOM EXIST. - EXISTING BATH EXISTING KITCHEN CLOSETS LL O y m O FCL- c zx Z v WV � W q - - - - _:...:- - ----�_ ----- - � - - I- w - -- --- - - 'co N 'r DEMOLISH ALl O } Q N DOTTED WAS ry O Z o -- ALL SOLID WALLS Z t• TO REMAJN V M W I co i EXISTING BEDROOM --� LIVING ROOM EXISTING STAIRS TO BE REBUILT I -- - - - i 4-4 _ _ _ (E-a .i�.l l t' J �•°Yl+,rfi. �ci� :�,<�nY,_ . . }-1 w - I ilk--i11 U ' —EXISTINGSTOOP ��k �°'t 'f_ .QC'•�r�_S_,•5 G_°? _, _3L_i.EJ� �. TO REMAIN K O --_—__ - J W Z Q 0 OF NEW k, l4 Oy y�Q'kNGE T4. 1 � P f 6 PLA W EM N DEMOLITION O p oaaxs+ SCALE Y4" _ V-13" FESSVO m 1 O v If V/ V I