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HomeMy WebLinkAbout29852-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30919 Date: 05/13/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 290 SMITH DR N SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 2 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 27, 2003 pursuant to which Building Permit No. 29852-Z dated NOVEMBER 5, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5505 DATED 5/6/2004 . The certificate is issued to COWAN HOLDING LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0140 10/22/03 ELECTRICAL CERTIFICATE NO. 2014832 09/15/04 PLUMBERS CERTIFICATION DATED 11/28/04 PECONIC PLUMB.& HEATING utho zed S'gnature Rev. 1/81 Form No.6 TOR t'N OF SOUTHOLD11 r V IIs t Pt li 11 BUILDING DEPARTMENT TOWN HALL " I J 6 ['C415 l 765-1802 L_ _ + 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 No 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 Planting 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 I. Certificate of Occupancy-New dwelling $25.00. Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. r- 1 New Construction: Old or Pre-existing Building: (check one)) p Location of Property: r-290 SSj /74D/21✓ef �02T(f Jori 1443 House No. // Street Hamlet Owner or Owners of Property: (f 610A", HY /0/✓� LL G Suffolk County Tax Map No 1000, Section 0 -76, Block 0061 ,)- Lot O/P Subdivision Filed Map. Lot: Permit No. c2 Q c?S,Z '2-Date of Permit. //3 -3 U Applicant: C-041,tv fID t)/.vC— LL G Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) _ v Fee Submitted: (R�• r e � �� .yp nt Signature co �b3ocryl� G �Prl� rJ cP r1�P rJ�rJ�cP rlrPrJ�rJ�rJ�cPrJ�r�rlrlrJ�PcPrJ�rJ r�rJ�rJ�rJrJrJr�cPrJ�eJ�r1rJ�rJ�rJ�rJiJ�r�r1iJrJ� El 5 5 , BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS S BUREAU OF ELECTRICITY cCj 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 ROSLAK ELECTRIC JIM COWAN S 5 P.O. BOX 164 290 SMITH DRIVE NORTH 5 5 CUTCHOGUE, NY 11935-2453, SOUTHOLD, NY 11971 5 Located at 290 SMITH DRIVE NORTH SOUTHOLD, NY 11971 5 55 5 55 Application Number: 2014832 Certificate Number: 20148325 5 Section: Block: Lot: Building Permit: BDC: ns11 rr5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: C5� 5 Basement. First Floor, Second Floor, Attached Garage,Outside, 5 5 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 5 5 authority having jurisdiction, and found to be in compliance therewith on the 15th Day of September,2004. 5 Name OTY Rate Ratin Circuit Tvoe 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 8 0 Smoke 5 5 Appliances and Accessories 5 5 Oven 2 0 4.8 KW 5 rj Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 1 0 F.H.P. 5 5L1' Air Conditioner 2 0 30 Amps Panels 5 Liu.] 1 100 24 5 5 Wiring and Devices 5 5 Outlet 49 0 Fixture 5 Fixture 49 0 Incandescent 5 5 Outlet 94 0 General Purpose 5 Receptacle 63 0 General Purpose 5 5 Switch 40 0 General Purpose 5 Dj Receptacle l 0 20 amp Laundry seal Receptacle 1 0 30 amp Dryer 5 5 Continued on Next Page I of 2 C� 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 mi cP m Lrim—rl3 rJ'rJin r P rJ �r�rn rJ� cPrJ rJ cPrJr�r� rJr�i Pr�rJ rJrlcncn rlcP rn�PrlrJ� O O UL -J� _ cPcPrl�rP rJ�rJrJ�rJ� rJ�rPrl�rPrJrJ�c nrJ�rlrJrJ� rJ�rJ�rJcP rJdJ�r�rPrJ�rldrJ@Pr�rJr�r�rJ�J� O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS S BUREAU 40 FULTTON STREET F C NEW YORK, 10038 5 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC JIM COWAN 5 �j P.O. BOX 164 290 SMITH DRIVE NORTH 5 5 CUTCHOGUE, NY 11935-2453, SOUTHOLD, NY 11971 C5 5 Located at 290 SMITH DRIVE NORTH SOUTHOLD, NY 11971 [5 �j Application Number: 2014832 Certificate Number: 2014832 r5 rCDj Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 15th Day of September, 2004. Name OTY Rate Raine Circuit Terre 5 Paddle Fan 7 0 CJJJ 5 Dimmers 7 0 5 Receptacle 6 0 GFC1 5 5 5 5 5 5 5 5 5 5 5 5 sea; 5 5 5 5 2 of 2 f5' SThis 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 v 32s MEv o�g�FFO(�co o� Gym Town Hall,53095 Main Road 0 • Fax(631) 765-9502 P.O. Box 1179 *1 Telephone(631)765-18802 - Southold,New York 11971-0959 71 * BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ �v-a��y Building Permit No. TI SZ Owner. -- (y 1n/Ft T (please print) y Plumber: � 2 --",/, O (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P ers Signature) Sworn to before me this day of 20 NotaryPublic, County VICKI L. PER Notary Public.State of New lbrk No.01L06070081 Oualifie0 in Suttrygr Cammissian Fakes l� 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. 29852 Z Date NOVEMBER 5 , 2003 Permission is hereby granted to : HOLDING LLC COWAN 146 N PARK AVE ROCKVILLE CENTRE,NY 11570 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 290 SMITH DR N SOUTHOLD County Tax Map No. 473889 Section 076 Block 0002 Lot No. 018 pursuant to application dated OCTOBER 27, 2003 and approved by the Building Inspector to expire on MAY 5, _2.005 . Fee $ 1, 052 . 20 i Au hor#'zed nature ORIGINAL Rev. 5/8/02 05/13/2004 09:29 5167634578 Jr, C3WAN PAGE 05 MAY-11-2004 16:30 FROM:WIOCHAM & BRESSLER 631 298 865 TO:5167534576 P.e0211M \N 85/1112884 14.48 6317659064 ZSA PAGE 02 A0kAL3 BOARD MBMB= 9cvdwld lawn Na Ruth 0.Olive.Chauwortt a 53095 Mala R,oed Gerard P.Goeb rin8w' P.O.Bex 1179 Lydia A.Tortom 8Wdl ld,NY 11971-0959 Virtant Orlando RbL(63X)765.1809 Jetm Dicizio,Jr. # Pas(631)765.9064 httP:fis0utholdtown.northtiork.uct BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY G. 2004 Z13A#15ON.-CO NAN HOLDING LLC Prop"LmOon: 290 Smith Drive A bW%Sousnold, CPM 76.1-18, SWM DETIVINE TION:Ths 7Ar*u Word of Appeals has visited the properly under conaldoradan In this application and datermines that (tis rev ft fda under Uro Typs 11 eaigory or the SWe List of Actions, without an adverse~on the environment M tha project Is Implemented as planned. PROPERTY FAUSIDESCRIPTIOM The applicant's 15,000 eq. ft lot has 100 fL ftantage along emHh rive North and lot depth of 150 flat, In Southold, and consists of ftil, N. and part of 97 sham on the I%81Mep or Goose Creek. O PLICATION: Building Department's February 25, 2004 Notigm of Disapproval. cbv Cada ction 11100i-244 In it$ denial of a building permit application concerning proposed additions and alterations at Isss than 10 feet from tha Alda lot Ilrte. The setback was rioted and disapproved by the Sulding Daparawt after the foundation was located at 8.5 float atom the aide yard line. FINDINGS OF FACT The Zoning Board of Appeals held a pubic hearing on this application on April 22, 20K at wwnich Uma written and oral eiitdence utero presented. Based upon act testimony,daminerrislart, parsonel inspection or the property. and other eufdarice, the Zang Board Reda the foMCwing fads to be true and relevant; AREA VARIANa„o CE it rc_p n: The Applicant wishes to cardinue with rww construction shown On the newest survey prepared January 20, 2OD4 by Joseph Ingegno, eonf"ng an 8.5 R setback from southwest side property the at Its closest point Town Building Permit#28892,7,with Flood Permlt,was issued on 1115103 based on the 311199 survey prepared by Stanley J. Isaksen, Jr. with a required minimum 1 o iL side setback, ADDITIONAL INFORM ATION• During the April 22, 2004 public hearing, evergreen screening was dlacuased, and the appiloant agreed it will continue and will screen tits side of the addition. RMWNS FOR WARD AMN• On the basis of testimony presented, materials submitted and personal Inspections, the Board MOM the'lldhowing dndhtgs: 1. grant of the relief requested veal riot produce an undealroble dulls in the character of the neighborhood or a detriment to nearby Properties.because the size of the Insufficient aide yardsetback k net a signiflcattt deviation from the required side yard. 05/13/2004 09:29 5167634578 JA COWAN PAGE e6 MAY-11-2004 16:30 FROM:WICKHAM & 631 298 8565 T0:5167634578 P.063,1003 05/11/2084 14:40 6317559864 2M PW 03 raga 2-Mm11r4 2aW 29+liVa 6609—t.oran rr01611e NC CTM 76,249�80ad16W 2. The benefit sought by to applioont cannot be achieved by some method, feasible for the applicant to pursue,other than an ares variance beeauss the coat t0 remove the eodsling foundation and rebuild it at the required minimum side selbeck would be wase" when compared to the relatively minor variance of 1.6 feet(% tt an ow N average setbadr 0r 8.3*.W)- 3. The varlanee Wanted herein Is not subsrantlel. The raquestod 8.6 R side a MOA is a 1.5 ft. reduction of the code required 1011 mirk". 4. The dlfliculty was rtot satf-areated, The fAsting fiotrtdtefon was Installed relying on an incorrect prior survey. 3. No evidence has been subrnkled to suggest that a varlance In this community of cing(s-family homes win hove an adverse Impact on the physical or w*oF nw*W cmdlNens In the neighborhood. 6. Grant of this relief it the minlmcm motion necessary and adequate to enable the applicant to enjoy the benefit of an additiom while preserving and protecting the character of the neighborhood and the health,safety and wemars of to rmrtmmity. RE OLIJTION OF TNF BOARD: in considering all of the above factors and applying the balancing lest under New York Town law 26743, motion war offered by Member Dinizio, seconded by Member Oliva,and duly carried,to GRANT#0 variance as applied for, as shown on the January 20,2004 survey prepared by Joseph Irtgegno,GUMMT to the following CONDITION: \ That mature evergreens at a minimum 6 IL helgnt shall screen Vils ode of the proposed J �` addition, and shell be mahrtslned in good condition. This acffon doer not euthoulza or condone any cu"M or Mute use,saareek or other feature of the subject PrOPMV that may VMBW the Zoning Cods.adw than mush uses,setbacks mild other features as era wVrM y addressed in this action. Vote Of the Board: Ayes: Members Oliva (Chahwoman), Goelhringer, and Dintzlo. (Membam Torture and Orlando were absent.) This Rmeo"W was duly adopted(�-0). � .. (D iu D.Onve,Clhainwrnan 6/10104 Apprwsd for Filing TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET _ VILLAGE DISTRICT SUB. LOT 1l, � I� Jf/ � 'h � i / .� I 1 \� 1 q I r r .1 1 / f����1 F RMER OWNE N4 E ACREAGE S W TYPE OF BUILDING / RES. SEAS. VL. FARM comm. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS i ZE i ', J < z 1' P %/ 1 /c errrvceJ fCe C�q v�r dz-/P67o J, S-00 SS JfeiNson S00 .2 .� ocJ d2 ts� o �'� /� ' . 8 $8"ef )7��- Co o _ -� / 112 r4oj�- / 1 3 So 43 <f z l �f6IAY /i� /i3��9- 3A#i�aoa- eon deck, - I,Soo, ���5 Farm Acre Value Per Acre Value Tillable 1 z /t/ I(, Tillable 2 - --- � -79�6S9 �� 9� C�/�hm� r� � - I /- Tillable- 3- - -- --- - � -- ---/ -l- q-- J - Wcodland Swampland - — Brushlan. ..� House Plot Tota I VI y�L6a : ETEFE-- tyn e Goo: Bldg. undation /- Bath ! 7-7 ' Basement i. ' + Floors tension x Ca L Ext. Walls Interior Finish l5 /3 = 115 3, L tension - - -- I Fire Place /1 / Heat Y .� Porch Attic - 3Porchfl t Rooms 1-,t Floor eezewav, Patio Rooms 2nd FIcor 4 mrg4 �� Cr r o --- ---- - -- -- ��� —sem --,-eway JAMES J. DEERKOSKI, P.E. 260 Deer Drive Manituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: Framing/Plumbing Inspection Cowan 290 Smith Dr. North Southold, NY 11971 To Whom It May Concern: After a Framing and Rough Plumbing inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the plumbing system. Any other questions please call. prof � a W Sincerely 'r `�FE�Sst's_ James J. Berko 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cq DATE ® INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��''"' '�'' 0:1= a—ee .4 DATE O11-67ZS INSPECTOR 2v 52 M-1802 �� � BUILDING DEPT. a �S INSPECTION ,"�� ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO M-1802 BUILDING DEPT. 1 SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA*": /:i�2" DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R RKS: j /l DATE INSPEC 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING P<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: UN GL-( 3 _ - - 0 DATE '� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: ' DATE INSPECTOR 7654 802 BUILDING DEPT. INSPECTION [ ] FZNDATION NDATION IST [ ] ROUGH PLBG. [ ] 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRESAF TY INSPECTION REMARKS: C- yC DATEV/VX�,9(L INSPECTOR �f•�/�J FIELD INSPECTION REPORT DATE CODIDIENT FOUNDATION (1ST) - ----- a l ------------------------------------ .' FOUNDATION(2ND)(2ND) ---- /v - - ""�' ' ` � �`e-, cr ROUGH FR MING& PLUMBING Z INSULATION PER N. Y'. STATE ENERGY"CODE FINAL n 8i �� ik ! j O co ADDITIONAL COMMENTS lOcicn c� IL Z3 /`(� o Z m - — C, m - � x O z - TJ o x ' a �+ r 'a O_ x C) a TOWN OF HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING t ►`?ARTNIENT Do you have or need the following,before applying:' TOWN HA—L Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans_ TEL: (631) 765-1802 Planting Board approval FAN: (631) 765-9502 2q 2 � Sune% wivw. northfork.net/Southold/ PERMIT NO. l U , Check_ Septic Form N.Y.S.D.E.C. _ l� Z 7 Trustees Examined , '0 � Contact: Approved �7 ,-0� Nlail to: Disapproved a c / Phonz:_ I 5 Expiration . 20 Building Inspector i ,APPLICATION FOR BUILDING PERMIT i .. i Date y/ 200_ -- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and subnutted 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 cottttmenced 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. I F 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 pemut 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. Co(,//f✓ /-fpr-yt.lG L [-C (Signature of applicant or name, if a corporation) �(�o /1�CG27ti /1A2� Avg- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0clNB CGtvq4l Na�DiNF LLC Name of owner of premises (As on the tax roll or latest deed) If apyec4lt is a corpoyatjot� ature of duly aut�zed officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,,2 9 6 S17 ,t,t /De,vzF — CJ6/7 {rr4-_�) House Number Street Hamlet ppyyo� County Tax Map No. 1000 Section 7 Block a L�y,A� J I'""^ z ' , •Subdivision t- Filed Map No. (Name) .AV 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy— 14ti�-z z;-- b. Intended use and occupancy. /-u Ff�i L'l lbw&Lz-/l✓ 3. Nature of work (check which applicable): New Building Addition_—L--�- Alteration Repair Removal Demolition Other Work J(//y (Description) 4. Estimated Cost kcl&2,L/DD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units —Z—Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy. speciA,nature and extent of each type of use. h/f< 7. Dimensions of existing structures, if any: Front 3 Rear S �� 3 Depth Height Number of Stories / Dimensions of same structure with alterations or additions: Front S Rear S�/c Depth 61,/ ' /D ' Height Number of Stories 7_ 8. Dimensions of entire new construction: Front 10 Rear aj- Depth Height Number of Stories a 9. Size of lot: Front Rear / o O Depth 1-f-61) 10. Date of Purchase 3�/% /n Name of Former Owner !✓I Qd 7 #X [-� L &ID 11. Zone or use district in which premises are situated dbS / /,14-- Ll 0, QUd 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES_ NO 4NVill excess fill be removed from premises? YES_NO 5� iv6 .Iv. P,4.Lz Aw 14. Names of Owner of premises C°G g 140z--0,&C' Address /2cx lCv,//d c7-"e , y Phone No.V&- 763 7 NameofArchitect 7 1 l.,.,v,✓Y t4w,nu2 Address -7,477,7 Phone No 63/-a9J-- grf Name ofContractor/jf) '-1T (.v, Address Oz/a Nr Phone No.G.3/ - It 7) -Sr7oo 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO S� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO fl * 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 ) `74i"//3S A- �`1 lv'� being duly smvom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 2A7-43'- Com/ r (C& /Z- (Contractor, L(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 Yore me this V —zU-)11—day of Wl 20 C33 ary Public Signature of Applicant BMINIE1.0011O3N / NdedPubk,% 1pt*w?A No.o1006o95328.ltd5iaw TermEy*=J*7-2G t�.1• 05/13/2004 09:29 5167634570 JA COWAN PAGE 01 J.A. COWAN&ASSOC.,INC. REAL ESTATE VALUATION SERVICES 146 NORTH PARK AVENUE fAOCKVILLE CENTPE.NEW YORK 11570 TEL NO.15161 7634547 FAX NO.16161761A570 Fax Cover Sheet DATE: S13/p y TIME: TO: PHONE: FAX: FROM: .I.A.COWAN&ASSOC, INC PHONE: (516) 763-4547 FAX: (516) 763-4578 NUMBER OF PAGES INCLUDING COYER SHEET. j ILE lerhA This mcsc:ige is intended only for the ucc of the individual or cnLily to which it is addressd and Tray contain infbmudion that is privileged, confidential or exempt from disclosure under applicable law. if the reader of this message is not the intended n cipiciA.you are hereby notified that any dissaninnlion,distribution or copying of this communication is strictly prohibited. If you reu;ive this communication in error, please notify us ilmnediately by telephone and return the original message to this office vie the U.S.Postal Service. Thank you. 05/13/2004 09:29 5167634578 JA COWAN PAGE 07 O s si d / _ � 00 i.00- (& .00+/ F • � / JJ \\" i pT� m9'jh, . J4iPRD 41) \ O PO +•. ;pOOuae al'- PL4 -V y"LO00 l •._ .\ ` \ � \ n! —pro 8 � o.a 1.� � •a 96. a +'� a' .�'!b_4 II' .ZJ \, � SpA 0• �• / �' '`fir � 1 � \ //� e1 �I�\• 'IT w, 4 �O 4'Tej 000 P-<. X00 4`ca'C� i ^a SOT wuv�womzm ra mR a,m+ )D AVERAGE cOp LESSESS YEA rN�f Flap 8 )M 100—YEAR ROOD. cmnse.no": p Ew K iRIL CpAM_K nMMO�. nlllbl. Ci}III :.. o LIT qq IQ DO Pfd?t - Q L� 9 9ftto ry vo E ��y t p LD T d Ul < T r SO00, AP LIT DO -/`11 RA3 h PREPARED N ACCORDANCE WIN ME OWN STANDARDS FOR TT1E WKYS AS ESUBMED A eal BY WE UA.I-S. /W APPRUNED AND ADOPTED FOR SLCH BY ME NEN HON SUT:LAND f TILE ASSN y, �J � A 0 E r i �. N.Y.S- (ic. No. 49668 10 TFIS SL% IS AVON TI womow 70 ills 7209Y R A VIOLATION YORK Cf Joseph A. ingegno ED"TILA a Td NEW YDNI SU1T EDUG110N LAW. COPIES Of THIS sD S NAP NDA BER Land Surveyor THE LAW AELEYaYS NT SFAS SI TO SEN SHOT ". BE CONSIDERED TO �A VAIN T7UE COPT. ONLY TO lits PERSON ED HEALON AWL RUN 15 P i0 11D, AND ON INR WHOA THE SUFNTY Is INFPARED, AND TAI Na eEFlur 10 THE File Surveys - Subdivisions - x!e PlOns - fons0uc6'on LO/ouF 781E OONPANY,GOVERNNERFAL AGENCY AND IMING NSTIRAION LISTED HEREON.AND 3 721-1727 TO THE A5504US a ME LENDING NSDFBA 61 - PHONE (631)727-2090 ) TUTON. CERfMTIM ARE Na IRIVISFERANE. OTF.UES EOGFED AT IWEUC 'DDWSS -U THE nISTENCF OF RIGHTS OF WAY 322 RONIORE AVENUE P.O. 13ow 1931 � ANO/OR EASEMTS OF RECORD, IF RKMEAD, New York 11901 ftmiki4 NNE Yak 11901-0965m ANY, NOT SSIOM ARE NOT CUARAMEED. m - 0] 05/13/2004 09:29 5167634578 JA COWAN PAGE 04 Page 2 of 2 Date:April 8,2004 Case No.:O"ZO t M LOMA o�QAr1 Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT(REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment please contact the FEMA Map Assistance Center toll free at(877)336.2627(877-FEMA MAP)or by letter addressed to the Federal EmaMency Management Agency. P.O. Box 2210, Merrifield,VA 22118-2210. Additional Information about the NFIP is available on our web site at http:/AwAv.feme.gov/nflpl. Av.feme.gov/nflp/. Doug Bellomo,P. .,CFM,Acting Chlef Hazard Identification Section.Mltigaaon Division Version 1.3.4 Emergency Preparedness and Response Directorate 82176103 0300906818YOEOOD03009068 05/13/2004 09:29 5167634578 JA COWAN PAGE 03 Page 1 of 2 jDate.April 8, 2004 ICam Na:0"2-0662A LOMA O°4Ar\ ZFederal Emergency Management Agency Washington, D.C. 20472 f�MD S4GJ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT(REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Lot 88,the southwesterly one-half of Lot 89 and northeasterly one-half of Lot COMMUNITY COUNTY,NEW YORK 87,Goose Neck,as described In the Bargain and Sale Deed, recorded in Book 11956, Page 556,filed on April 9.1999,in the Office of the County COMMUMTY NO.:360913 Clerk,Suffolk County,New York NUMBER:3610300188G AFFECTED NAME SUFFOLK COUNTY, MAP PANEL NEWYORK ALLJURISDICTIONS DATE:061041996 FLOODING SOURCE: LITTLE PECONIC BAY APPRO)OMATE LATITUDE&LONGITUDE OF PROPERTY:41.044,-72A31 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS ILO DATUM:NAD 93 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WFWTIS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFM (NGVD26) (NGVD 29) Goose Neck 290 Smith Drive Residential North I Struclure X(shaded) 8.0 feet 8.2 rest _ Special Flood Hazard Area(SFHA)-The SFHA Is an area thetwould be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(bass flood) ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the Information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structures)on the properly(las)is/are not located In the SFHA,an area Inundated by the flood having a 1•pement chance of being equaled or exceeded In any given year(bass flood). This document amends the effective NFIP map to remove the subject proparly from the SFHA located on the effective NFIP map;therefore, the Federal mandatory food Insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect Its financial risk on the ban. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination Is based on the flood data presently avallabie. The enclosed documents provide additional Information regarding thls determination. If you have any questions about this document,please contact the FEMA Msp Assistance Canter toll free at(877)336-2827(877-FEMA MAP)or by fetter addressed to the Federal Emergency Management Agency,P.O.Box 2210,Merrifield,VA 22118.2210. Additional Information about the NFIP is available on our web site at http://www.feme.govinfipl. Doug BeiiorM P. •.,CFM,Acting Chief Hazard Identiftcation Section,Mitigation Division Version 1.3.4 Emergency Preparedness and Response Directorate 82175103 0300908816YOE00003000068 05/13/2004 09:29 5167634578 JA COWAN PAGE 02 ' OE%kR Z Federal Emergency Management Agency Washington, D.C. 20472 ND SEG April 8,2004 MR.MATT D.IVANS CASE NO.:04-024662A SUFFOLK ENVIRONMENTAL CONSULTING,INC. COMMUNITY: TOWN OF SOU IIOLD,SUFFOLK COUNTY, P.O.BOX 2003 NEW YORK BRIDGEHAMPrON,NY 11932-932 CONIMUNITYNO.:360813 DEAR MR.IVANS: This is in reference to a request that the Federal Ernergmey Management Agency(FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area,the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is sbown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map,the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Detetmination/Commeot document. If you have any questions about this letter or any of the enclosures,please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Doug Bellomo,P.E.,CFM,Acting Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: LOMADMMOATNA71ON DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region 4°e ROOF VENT ROOF LJ 4 ATTIC 11H "IAlnSECOND FLOGI C.D. v. 119 112 19 119 3 IN D W SIN W.M SHO R FIRST FLOOR C.D.I 3° F.A.I. l 14 BASEMENT �•c.i TO APROVED SEPTIC SYSTEM rouse SLOPE"1W PER FOOT PITCH TO 1n�r DRAIN PLUMBING SCHEMATIC N.T.S. OCT-31-2003 13:58 FROM: TO:97659502 P.6 0 Permit Number REScheck Compliance Certificate checked By/Dau New York State Energy Conservation Construction Code REScheckSoflware Verson 3.5 Release Id Data filename:C:1Prcgtam FileslChecMREScheck\COWAN.rck PROJECT TITLE: COWAN RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 10/31/03 DATE OF PLANS: SEPTEMBER 2003 PROJECT DESCRUMON: SMITH DRIVE NORTH SOUTHOULD,NY COMPLIANCE:Passes Maximum UA-458 Your Home UA=445 2.8%Better Than Code(UA) Gross Glazing Area or Cavity Com. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1446 30.0 0.0 51 Wall 1:Wood Frame, 16"o.c. 1295 15.0 0.0 73 Window 1: Wood Frame:Double Pane with Low-E 46 0.310 14 Window 2: Wood Frame:Double Pane with Low-E 13 0.330 4 Window 3: Wood Frame:Double Pane with Low-E 108 0.340 37 Door 1: Glass 175 0.320 56 Wall 2: Wood Frame, 16"o.c. 144ci 15.0 0.0 94 Window 4: Wood Frame:Double Pane with Low-E t 1 0.300 3 Window 5: Wood Frame:Double Pane with Low-E 47 0.310 15 Window 6: Wood Frame:Double Pane with Low-E 144 0.340 49 Door 2: Glass 18 0.330 6 Floor 1:All-Wood JoisdPruss:Over Unconditioned Space 1295 30.0 0.0 43 COMPLIANCE STATEMENT: The proposed building rep_;wnted in this document is consistent with the building plans, specifications,and other calculations submitted with this Perim:application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requimments. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her lmowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Deslgner Datc OCT-31-2003 13:59 FROM: TO:97659502 P,7 F REScheck Inspection Checklist New York State Energy Conservation Constriction Code REScheckSemare Version 3.5 Release Id DATE: 10/31/03 PROJECT TITLE: COWAN RESIDENCE Bldg. I Dept. I use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation I Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.310 I For windows without labeled U-factors,describe features: i #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ J I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.330 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ 1 I 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ ] I 4. Window 4: Wood Frame:Double Pane with low-E,U-factor:0.300 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ ] I 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor.0.310 I For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ ] I 6. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: I #Panes Fratne Type Thermal Break?[ ]Yes[ ]No I Comments: I I Doors: [ ] I 1. Door 1:Glass,U-factor:0.320 I Comments: [ ] I 2. Door 2:Glass,U-factor:0.330 I Comments: I I Floors: [ ] I t. Floor 1: All-Wood JoistiTruss:Over Unconditioned Space,R-30.0 cavity insulation I Comments: I OCT-31-2003 13:59 FROM: TO:97659502 P.e r Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sourocs of air I leakage must be sealed [ I I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"cleatance Tram insulation. I I Vapor Retarder. [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must he identified so that compliance can be determined. [ l I Manor manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insolation: [ I I Supply ducts in unconditioned attics or outside the building must be insulated to R-9. [ 1 I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Remy ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not requited on return ducts in basements. I I Duct Construction: [ ] I All joints,seams.and connections must be securely fastenerd with welds,gaskets,mastics i (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welled and lucking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 fact or in accordance with the manufacturers instructions. [ 1 I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters ate required in the return air system. [ I I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ I I Each dwelling unit has at least one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 I Fireplaces must be provided with a source of combustion air.as required d by the Fireplace construction provisions of the Building Code ofNew York State,the Residential Code ofNew York State or the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] ( Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ I I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming' pools must have an on/off heater switch and require a cover unless over 20% I of the beating energy is from non-depletable sources. Pool pumps require a time clack. I 1 II....Nww.w.1/`wwliw..D:wiw..iw...rnMww. OCT-31-2003 14:00 FROM: TO:97659502 p,9 1 [ ] HVAC piping conveying fluids above 105 *For chilled fluids below 55 T must be instilated;oihe levels in Table 2. OCT-31-2003 14:00 FROM: TO:97659502 p, 10 Table 1: Minimum Inmiation Thidatess far Ch wloting Bot Water P4m& Insulation Thickness in Inches by Pine Sues Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F1 UD to 14 Up to 1.250 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insufaaloa T7tlebtessfor BYACPOM Fluid Temp. Insulation Thidmess in Inches by Pipe Sizes Piping System Types Ran F 2"Runouts 1"and Less 1.250 to 2" 2.5-to 4" Heating Systems Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 10 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) .T FLOOD ZONE CONSTRUCTION � S r AS PER N.Y.S. RES. CODE R321 1 FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 16-1/4' ROUGH OPENING EXTERIOR INTERIOR ALTERNATE STR DOM r UPPER STRAPS LOCATIONS ON 4 5 RENO'ED rr res BEHIND WALL OPEN rr ALTERNATE SIDE STRAPS �� r BEHIND WALL OPEN GPF2-rN 2': 15-1/i OPEN 6-1/4' ROUGH f 8-1,4- HIGH X OFENNNG 16-1/4' ODE PDUGN OPENING OPENS OPEN FRAME 3's 15-1/4' OPEN DOOR OPEN R SHOWN (MEN FRAM yr r BOTTOM STRAPS IN FRAMEBEHIND WALL STRAPS GO BEHIND WALL 2' rr AND CAN BE BROKEN OFF uAX rr AT SLOTS TO AWID OBSTRUCTIONS res res EXTERIOR VIEW FINAL GRADE r rt SIDE SECTION VIEW L Prepare a CLEAN 16-1/4' wide by B-1/47 highaqr, op1-1ening for each nt 0 block wine r 1 bbek nigh) with the bottom of the hale na more then 12' agave lirmhd grade. 2. Measure .11 tni:hness and bend (more Than 90' ) 4 straps at nearest slot to the measurement from pointed end. 3. Remow door tram trame. (tum times down, rotote bottom of door tuitional ani slide out of slots. 4. Insert iso straps into two tap sets of slots In frame from rear. After pushing teeth through rear list site. ONLY PUSH STRAPS ONE CUCK INTO FRONT SLOTS Strip. should haw pert legs Pointing up. 5. Caulk mvy be, deRled behind front trams Hangs. Tilt frame so tap ghee Into wall opening first Mth strip lege going behind tall titian, npenlng. Push frame Into opening as front flange Ie tight to Yore of wall. 5. Reach Through home ppor,ng aro batall two pent.baps through two bottom sets of slots in from,, tripping wail between front Range and bent strap. Squeeze all straps tight. Frame should to Bash to wall fa-s ani secure. i. Che-mak. that baK nis spuale and Slots are dear of delons, mouton anal tioulk. B. Ino tstall dwr Into frame by grasping bottom of dear (Mth peal pfns) and front (Nth smaller squares)fitting tip. 9lde door in frame such that metal pins in eooh side elide into mote in sides of frame. Let the door elide down folbwing the path if the slots, onto they are at the bottom of the slats fn the dimples. 9. Lel rhe bottom of the d.Jr g] so that the door rotates down into the frame. Check that dant Is lal_hed on path sloes. LI SUMMARY A.Thi.Sselfon Iwt,dee unit sa.m.y assemblies ecri T.Nng of the rollowing: L Flood vents LI QUALITY ASSURANCE A. (grftaM b eoPlleelsie BOLA,60001,[CEO.and KC code for estmsstie rood Venting nsqufreeeata. PART 2-PRODUCTS 2.1 FLOOD VENTS A. General:F4evlde ilui~Oe opening twoa.ay single height and 110.101.height vert actlVat.d by flood uet.n t0 rslleve tnlbeiancad lateral forces oh foundation"R.. B. MinflAaw Op.ning: Ability W peas olid up w 3 Inches M mm) In die . G.Slips;Dssfgh.o to Fit icFpsnl^9s In sodul&worry c sit tlon, 1. Single Meigit: 16 is EI Inetlea(400 x 200 eb). 2.Doubles NsighL 16 x 16 Inches(400 x 400 aal D.Fans,Vista,and Louver Melerlal: Stalft.steel,Tule 316.Fpelsd and welded mriat untlem. E Veat:Phot"wild IMulat d Fans,perforated face fu treatlle,lon,removable. I.Free Area(VsntnardioN: 1,4 inch(6 aso tatuaa p.rforMions: amyls: 50.q. In.(0.032.q. all double: 100 eq. in,(0.064 sq.mu). S*OF NEgFy 2.Free Area fFletcd Rend): slrgls 200 sq. Th.(0.129 eq.m.),dobls.400 sq. In.(o. y)-D ER` 3. l Vewh: AutosaUc vslWflatlon Icuvnrs with blmslAl opsralor. 'lO 4,Vert Operation: Sealed floe,rslsaess veer on rising and falling wets. Q . F. Irotale,lon Anchor.:9talnlw Neal W¢x,four for seen vera.No lrotalletton tooN � � i at, W m G. Maintenance Tool.: Reeplrsa thin bled.w rsl.a neat pit.,, F H.FOduela:SubU.ct ter c0lpllewe with raqutrenbma,provlds oro M the tottering: �A 0 I� I..mat VENT marufacttired •9�F V f by swa VENT,Inc. _ESS_ PART 3-EXECUTION 3.1 FLOOD VENT A.General: Iretall flood veer. In eeemrder.ce with l erair tune a IrsWetions,.paced svenly ensures rowhde,lmn petters,>,wasinue 12 IneMa Above gas In bottom of vert. B. Install arse a mels Insight flood treat fear every 200 aa} rL of inclosed rpw.beim,flood plain, C.Install orb double helgM flood vent for evsy 400 eq.ft.M emili eed specs balm flood plain. D.Adl flood vsMa for proper espy ill 1 SURVEY OF 1//2 L )T 87, LOT 88, 1 /2 LOT 89 IN ?/2 LOT 89 MAP OF GOOSE CREEK S 51'00'00"E 150.00' SITUATE LOT 129 BAYVIEW AT SOUTHOLD, TOWN OF SOUTHOLD o SUFFOLK COUNTY, N.Y. TJ O o ,_ Lor 89 i- 0 O SURVEYED FOR: COWAN HOLDING L.L.C. M PR'JP05EL` RELOCATED CESSPOOLS (4) �.. .... _ O M, CELLAR ENTRANCE -! O \ LP 24 58.0 U LP — —_ , ' �V/-C/ 0 ) 4V_ _ 9. 1' i 37.0' LP FM# 7663 PROPOSED NEW PORCH .0' 1 DATE FILED NOV. 22, 1948 -� �— AND STNRS. WIH WITH \ IIOO L SEPTIC 0 0' LF' RNL1NG TANK AS PER. D ,k. '-..-. _ _ _ -. '_ � TMJ/ 1000-076-02- 78 L� CON(. ARTCO. PRO OSE Ps ....... . ... . y) L07 58 STOOP 1 ':,7UKY Aa4 CK K:T2 f'vic PC'5C , n RESIDENL,E PROPOSED 7 '�I�I 1 1 G- !V I-c•tL WOOD DE LOT 130 - GUARANTEED T0: x (EXISTINGI - "o :� w/Rau \\ L ` r " '�'''"r` •� COWAN HOLDING L.L.C. r, cfLUR MMONWEALTH LAND TITLE INS. CO. �--LJ ENT. 0. EXISITNG WOOD DECK J[70990302 J AND CELLAR ENT i0 ALLIED IRISH BANK, P.C., CAYMAN ISLAND BRANCH v BE REMOVED Y PROPOSED WOODMISTING L o` WOOD \ 35.6 STEPS 4.0' DEC` ' W o _ d' EXIST. GUARANTEES INOIGA TEO HERE ON SNALL RUN CD o � GARAGE "' m ADDITION ALTERATION S: I ONLY TO ME PERSON FOR WHOM! THE SURVEY p �� ADDITION R CONSIST OF 2 O 15 PREPARED. AND ON HIS BEHALF TO THE O \ 5 BEDROOMS O 3 9, 16 �, / 1�j PRC COMPANY, GOVERNMENTAL AGENCY, _ 1 LCNi WVG WS777UTOIV IF LISTED HEREON, AND 28.7, TO ME ASSIGNEES OF THE LENDING INSDTUTON � 1`) PROPOSED O GUARANTEES ARE NOT TRANSFERABLE TO 5.1 -- s O I,p ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS Z 1/2 LOT 97 LOT 131 W M 'o NOTES: ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD. f In ti> Oo F UNAUTHORIZED ALTRA710N OR ADDITION TO Til.`, SURVEY IS A VIOLATION OF SEC RON '205 OF aT T THIS ENTIRE PARCEL IS FOUND TO BE IN THE NEW YORK STATE EDUCATION LAW \ =TOCKADE FENCE N 51'0000'W END FENCE 150.00' w FLOOD ZONE AE-8. Cv 1/2 LOT 87 SOUTH !e' TEr"'E COR SANITARY INFORMATION PROVIDED BY ARTCO NE LA OF THISS SURVEY MOS NOT BEARING S / ", PIE LAND SURRVEYORS EMBOSSED BEAT SHALL w CM W ,,,' I DRAINAGE CORP., 7470 NORTH ROAD, MATTITUCK, NY NOT BE GDNmofncn Tn BE a VALID TRUE COPY MAIN BAYVIEW ROAD -_ .1 ' I SURVEYED: 01 MARCH 1999 •.-. - SCALE 1"= 20• A.RE.A. = 15.000 S.F. OR 0.344 ACRES 'L!'1 T.1 )n:"1111 r".• _.., , .. 1y, "",VAL SURVEYED BY _ I.. 9 .• � STANLEY EY J. I-'ARSEN, JR. P.O. 8(-)X 294 - .. . : . . , NEW SUI F XK. N.Y. I I JSi> 631 734--583 C 76 - O Z - (? T tq .2L LICEN D LAND _,URVEYUFf Z 1 14 OCC I,'. ADL, f'RO I)',LD ADLINION, ELEVATION'. (I ONIITIH'.), AND III)UD PLANT DATA NY` LIG. NO. 4 12/.5 ``1`)N%%`, FLOOD ZONE CONSTRUCTION p 4 , AS PER N.Y.S. RES. GONE R321 FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 18-1/4- ROUGH OPENING EXTERIOR INTERIOR ALIERNAtE STIR ODOR LOCATIONS O1 Y S REMi r • �• UPPER SNAAPS BEHIND WALL rs ALTERNATE t5-t/4' OPEN SIDE STRAPS r BEHIND WALL • OPEN ppEN 2'x 15-1/4' OPEN 6-1/4' ROUGH B-1; '-"k HIH % OPENING 1_ tfi-1/4' NIDE POUCH OFENING OPEN OPEN FRAME DOOR 3'x 15-1/4' OPEN OPEN OR SHOWN OPEN FRAMr� s• BOTTOM STRAPS IN FRAME BEHIND WALL STRAPS GJ OD WALL BR 1' r' AND CAN BE BROKEN OFF MAX rs AT SLOTS TO AYGID .& OBSTRUCTIONS r EXTERIOR AEW FINAL GRADE SIDE SECTION MEW 1. Prepare o CIPMI 16-1/4w wide by 8-1/4' htgn rough opening for each .ant (1 block wide a t blxk high) with the bottom of the hoe no more Nen 12' obI III grade. 1. Measure wall thickness and bed (mare Than 8O' ) 4 straps at rwar_sl that to the m±psarement fr.m p,Intel mill. 3. Harrow door from frame. (tum .,We down. rinks bottom of door a )tial and slide cut a! Hots) 4, Insert two straps Into two top sets of slots in frame from rear. After Pushing teeth through rear set slots, ONLY PUSH STRAPS ONE CUCx INTO FRONT SLOTS. Strips should haw bent legs poaeOng up. 5. Goulk may be "Wiled behind fent frame fringe. Pit frame so top goes Into wall opening first with strip legs going behind wall chow opening. Pune frame Into opeling v front flowage 1s light to fo-e of wall. 6. Reach through frame opening and instaN two hart straps through two bottom sets of skits in frame, tripping wall between front flange and bent soap. Squeeze a1I straps tight frame should be rush to wad four and secure. 7. Che_k that frame is square and slots are ckiar of debris. mortar and conk. 8. install door Into frame by grasping bottom of lour (with plastic pins) ani front (with smaller squares)fxing up. Yds door inta frame su-h loot metal pine on eabh side slide Into slats in sklee of frame. Lel line door elide down folkiwing the Path of the slots, until they are at the bottom of the slots In the limpets. 9. Let the bottom of the door gid so that the door rotates down into the frame. Check that door is Io Lhed on beth sMo. 1.1 SUMMARY A.Thle Section Includew,wart Wi carg awwr bili comlwtln9 of the rolioalrlg: L Flo so vemS 1.1 CAJ ALITY ASSURANCE A. GplFornM I app lcble BOCA.51 030,and ICL code for aulereti,flood Vatting fegMlressawal PART]-PRODUCTS 1.1 FLOOD VENTS A. General: Provide aMtdmatle opening tuwpy N Single halght ono double height Visit activated by rood water to relieve Irbalmced larerel forowe on roundalon wells. B.Minrwen Opening: Ablllty to pre,object&up to 3 Riche.(15 sen)In diameter. C. Slee:Designed to rrt openngs In swaskulet masonry ddntlMctlon I. Single Hslght: 16 x S Inches(400 It 200 moi 1. Double Hs19ht: 16 x K laches(400 x 400 mid. D.Frame,Vers,wool Louver Materlll:Stathle.s steel,Type 916,Formed and welebel GOntreK4ldn. F-Val Pl:rothg,world Irs%.Iated Facul perforated fats for veMllMlon,removable. I.Free Mea(VemNatlell I/4 Inch(6 OW squsre perforeUOM:Single:50 sq. in.[0.031 q. MI closable: 100 Sq. ter.(0.064 q.m.l. 3.Fres Area(Flood Rellafl:sTmgle 100 sq. In.(01&q. MI double: 400.q. no. (0.256 sq.XII 3.Louvers: Auitana c vemllMlon louvers with bimetal operator, 4. Yenta Operatlon Sealed float releases vein on 11.1.9 and rertrg water. 1>,\�OF�-• Y D FqL F. IretNlMton Archon:9lalnless.reel avaq.fav for each vera. No lutallaf tools G. Malmrenae Toole: Re jul .thin blade t0 release float pin. Q I r_ H.ProdMct h Subject to eoeplla.oe with requirements,provide one or the following: i 1.Smart VENT mMwfacturod by Swett VENT,loo. PART 9-ExEQITION ®A 7 3.1 FLOOD VENT 9o'�ESS1 A. General, Install Flood Verna In iCtaalMCe with Insinuator,spaced wanly around rowxedation ammeter.maxirue 11 Frush.acus gads tis bottom dr vera. B. Install dies sloi height rleod vee&for evay 100 sq, rL of eroloaed.pace below flood plain. C. Install ante double height flood vera for every 400 sq.ft M enclosed space below flood plain. D.Adjuat flood vents for proper operation. �NEW i2 3 uu `C1 • y`rFp .0 �1 P A ri q 4'6 RDOF VENT •1 ROOF L JJ 4 ATTIC t iw 1 tw 1 A trz $ B H SECOND FLOG w w I C.O. 1 v t w q3 SHOVER nu 11n IN D W SIN W.M SHO R FIRST FLOOR 2 t trz 11w ] 5 C.O.I 3' F.A.I. 41, BASEMENT �•c.i. TO APROVED SEPTIC SYSTEM nousE SLOPE' 1/4*PER FOOT PITCH TO DRAINPLUMBING SCHEMATIC N.T.S. SURVEY OF P/0 LOT 87 , LOT 88 , P/0 LOT 89 MAP OF GOOSE CREEK FILE No. 1663 FILED NOVEMBER 22, 1948 SITUATED AT BAYVIEW , TOWN OF SOUTHOLD "g./ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-76-02- 18 SCALE 1 "=20' O O �0 JANUARY 20, 2004 ¢ r �� �00, AREA = 15,000.00 sq. ft. 0.344 ac. lJ(�`-`A`�' iX • -, y/YV p okWUT WrREs \ \'� \s�IT'S' 0 RopOs£D \ / I - a O r00 w . K IN X LOOD \\\.0 0 dry/ A 0 • hof '•4� � •/fix \• "'<y�y .� gMp4F /S •� Q� l+Y `W Q- � O m� A JJy 2 , a. p? Q. a"a m ,y 11 v, 00 00, is o° \cyn°4'c ,�� l�� O� 'Qti�' `($• " tY °�a°'•. I� t0, 001 00 I✓ .n,,p X00 Q QIP METES & BOUNDS DECRYPTION ALONG THE O' CONTOUR LINE 01 5 24.44'D3" W 17.91' '� �9'Prc�2c� �e rO 02 S 04'29'47" E 16.66' O S 60'35'56" E 37.46' 'BOJ, rl 04 5 48'27'34" E 26.30' "`CCC` j. O 5 5 0740'46" E 28.97' Of/2' A° ;Hct, © S 08.18'37" W 18.80' 1 `SO 0 aM 6 00 1�R04 sr 07 5 32'04'49" W 13A6' 0 r �?y° A7QJ 'Q" G yIc O 5 50'14'06" W 17.96' � ss° � A O N 82'29'41" W 16.45' a 4 - e Q ?L�a PREPARED IN ASU AS ESTABUSHM 4E' WITH THE MINIMUM s 2, BY THSTANDELSIAFR TIP-ELS. AND APPROVED AND ADOPTED T FOR SUCH USE BY THE NEW YORK STATE UND TIRE ASSOCIATION. NOTES: 7 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUME' `J EXISTING ELEVATIONS ARE SHOWN THUS:x.s.R tr + 66° EXISTING CONTOUR LINES ARE SHOWN THUS: ---5— — Q, - �), ND`�J N.Y.S Lc, No 49668 FFL - FlRST FLOOR CIL - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: UNAUTHORIZED ALTERATION OR ADOMON TO THIS 72RJEY IS A vNEW YO OF Joseph A. Ingegno FLOOD INSURANCE RATE MAP No. 36103C01 66 G EDUCATION nos OF THE NEW roRX sum EDuunaN uw ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 500—YEAR FLOOD, AREAS OF 100—YEAR FLOOD WITH AVERAGE COPIES Dr THIS SURVEY I MAP NOT aOR uRlNc Land Surveyor THE UND SURVEYOR'S SHALL INKED SEAL SI DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN EMe085EO UD TRUE NTT BE cowsmEHED _ _ _ m BE A vnuD TRUE caar. 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD r— L r• cERDFlcenofis INDICATED HEREON sHA1L RUN SURVEY 3. ADDITIONAL STRUCTURES IF ANY ARE NOT SHOWN L _ N I� SII �� IS P ro THE AND ON FOR wn°M THE THE DUE TO SNOW COVER ON DATE OF SURVEY r 1s PREPARED, AND E HIS BEHALF TO THE Title Surveys - Subdivisions - Site Pions - construction Layout TRIS COMPANY, GOVERNMENTAL AGENCY AND FEB 2 5 M �� TENTING INSIGNEEary LISTED HEREON, M0 �'✓✓✓I TO THE ASSIGNEES OF THE TENTING INST- PHONE (631)727-2090 Fax (631)727-1727 TUTION CER111WIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT .MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P 0. Box 1931 TO' - ,,I HOLD AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, Naw York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 24-007 UNDERWRITEPS PcP""ICATEII REGwncu o z a N a 22 DATED # AD � - x N II O nim \� ldbTF!l FEE. I b h2% nv, (✓ z ui NOTIFY BUIL" 'N EFA° ' < 765-1802 6 41`", 1 i7 4 PI I " - 0 0 0 FOLLOWING INSPECTIONS' 1. FOUNDATION - T'NO P�1�IIY%EG FOR POURED CONCRF_ 2, ROUGH - FRAMING & PLUNISING Z 3. INSULATION _ 4. FINAL - CONSTRUCTION MUSt BE COMPLETE FOR C O Z . ALL CONSTRUCTION SHALL MEAT THE - O REQUIREMENTS OF THE CODES OF NEW - Z YORK STATE. NOT RESPONSIBLE FOR LD ; O DESIGN OR CONSTRUCTION ERIDf O ' - 11 1�`- --.�......��.�-- - --- --- ---- --- --- (If = - ------------------ ------ ---------_----------' ---, 7 -' O F O 07 ALL CONSTRUCTION SHALL ii ill1w c/) MEET THEAEQUIREMENTS OF THE' rs Q CODES OF NEW YORK STATE; C r:: r o Ir: CERTIFICATION OF NAILING AILING & CJIII IT I Y N REQWBED. �\ N N o — --- r -- ---- .... -II - - �- INSTALLATION INSTRUCTIONS c �9�( N FLOOD ZONE FLOOD VENT BLOCK OR POURED � COMPLY WITH CHAPTER"46" - �,, ., 1.1 �i r _. ,,. �.� LL FLOOID^DAMAGE PREVENTION ,��,�<.a a,^,,, - CODE. y �J i _ i .,. Y SOUTHOLD TOWN o . li --------- w ,,. �, x w m •� N l --------------. .... ....., H Z - .rcY. L n n r I` . PLUM TION -,. JTdtFORE LT1 CLI (FICA 1 L OF OCCUPANCY u' ENfEFIOP AN TIN" l"ll SOLDER USED IN WATER II IE SUPPLY SYSTEM CANNOT EXCEED?/10 OF I%LEAD. j EXISTING Nouse RouNDnnonl ;. i..�1 ICU j ------' PLUMBING : : ... .... . . .. . .. . . . .. . . AL,L PLUMBING WASTE � I ..............__.....1 .__.___.___Li-__...__.________; 8 WATER LINES NEED TESTINGEEFL,_ COVERING ;: FLOOD ZONE CONSTRUCTION W --------------- OCCUPANCY + --- ------------------ v -- _ - - ----- - AS PER N.Y.S. RES. CODE R321 ITT I NIT C7 ANCYOR k .;= - -- � I USE IS UNLAWFUL --- -= : .,. : a & a WITH — OUT CERTIFICATE - � - F OCCUPANCY i - - FOUNDATION PLAPI COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES '' rl AS REO IRED-AND CONDITIONS OFv'��n '_ s y , ICU SOURIOLO RbWN ZBA po OLVOLDIOW'N PLANNING BOARD SOUTaD TOO TRUBTEES NiSDEC AMENDMENT wr - a a N ❑ Ln o � Q M I I N N _ � LO N - � E m m s 1onsmn Dara Twsosz ounon ovFR uveoaz Z m W Z U Q O m ❑ ❑ 0 RnIC I - ��a'rrq rP F' O x F _ _n_I IT O Z Z„ I W J W nf O � x NEW DOCK - I ' - GREAT ROOM v Z O FO V) 7— uuv e I oRL acus I ewu-uJ C„e uJLl Q ' urwea unorNC m CLOSET URLFR O 10 HUGH PELT RCNIrIV 4ME 1.111 ryIGIOFrI—r ti LA INEH• (') I-l/trN-]�tl” LVL NCAOCR IS uY A? r N En r m ry H m KI rc FIEN LL DINING ROOM tr+er�=r,�Ni_nJ S-Z.�1eT x-Orn_► _ _ _ _ _ rte/ ® � � y POS3 T o F o� SO K Z m C Z o II ✓r. � , CwsST � NNEN B II EXISIING ROOF TO REMAIN (REPLACE ROOFING TO MATCH HOUSE) �z1 o-T/J.n-T/e Lw nenoeR _ r 0-1 sono NNwNro 1 HR TE - II v�uers no CewNa aOIs ols weE To E uem F-1w c OFFICE iwolRoori I I E.'ICTIHC e0T1:HT RomVCalsnNI nrwLu- rr _- W REELS'nreo) II Ji ` N.+ --.Icl II W 1 [..r rxICTIIC svrHCHI I, . z e II {Z txaocNTro1 ?[ OONOESI CEILIIJC- IN EINNr.LEIN L J L _ _ _ J C AI TO a S IN TaNl LEINE II II II II L ; I yNn,aw 4 O _ _ I w NEW PORCH- _ _ _ _ _ _ _ _ — rL1 x JN4 PORCH CELLI A� GARAGE 1� Os P\ W{ W 1a._a. 1ST FLOOR PLAN ' r 072 N, 1295 SF ADDITCON a o'wsrTOTNE O DIN a J o O � o N G N N m [D W 28-0 � E z m m z � z iii - - - __ - - - _- - - - - Elo H a o o 0 - - - - - ENCLOSED PO CH- --- - - - -_ - - -_ - - -_ - -- z 2XIIO = E 29 o zz 0 11•_8. 3' 0.. .2,-0„ W �J J /� O ❑ F- EXERC ISE RO SEWING R00 0 T- 0 O H U) LD 7-u" ❑ BCLLSET a 2'-6" m O CLOSEI f,L05ET _ 2'-6" B X _ -- — - BEDROOml °-a' - 0 ® " Y - - D K _ 6 _ _ N N 2'-6" M �I STORAIGE -- — - — - -- — — - ALLC ODOR ATT�c 3OVE 11 ROW SE 9IT BEDROOM ICU CLOS T-fi h-i _ G O O _ OWN Rl W -' STORAGE OFFICE 12•_0" 2ND FLOOR PLAN ^ 1206 SF LIVING SPACE � 240 SF STORAGE yt4yy O� CTN30 TW1046 CTN.] TW3046 ot',W, p1NQ.'• 250' 4,�rP' LL wM a a o p o z N II N E E > C7 m 2 m Z W O � p ❑ _ Z O Z o - ' -- - - - - - - - - = -_ Z - J W O �- O Fo I ! CO _ - o a ❑❑❑®®❑❑ 0000❑❑❑® - ❑0000®❑® - Y s... ®0000❑®❑ 00 ' N N FRONT ELEVATION RIGHT ELEVATION Q m M X a LL Y p K a o o > Of w m z w O N z M b 41 y _ z Ll p r 1 Efl '' LEFT ELEVATION REAR ELEVELEVATION PL- AAW F iy b 4� Q wilea EDGE VENT EPA ROOF: L N O N a ASPHALT ROOFING m p S 15# FELT UNOERLAYMEINT •2R1r 12 LTT_ N E N (ICE/WATER CARRIER — LESS THAN 4" PITCH RIDGE 1/2" COX SHEATHING �FZ OG 2x6 CT ®4B"u6 w ,O AF MUCH U, m Z_ SO Z - - U Q K ❑ u� ❑ O 2xto C,I (Fli Rao INSULA70N WNDOW / DOOR SCHEDULE GARAGE + _ z int LEEPSOM > O z m y . .r O Z � fi A a _ AT ZIT:r - 0 - -- > _ �e - — SIDING = 3/4" sIIP.FLOOR ; `� _ `RC Y"cPa M1 .[±.r. 0 0 IT _ _ VIEK SHINGLE AIDING — — '° . - O TTVEI< VAPOR BARRLR WIRD 16" Pl000 FJ A916"TCI I/r pox sHFAmINc - - In 3O _` FIT 2X4 STUDS 916"E6 — _ fn RIs INSULATION - _ ,�" _ _ E� E� Gil 2nd FLOOR All I F.�:�y'wlSOJNIT IF —ANATiArr .e AN US AT � — - — - NN4— — Y u1pi 3' HIGH RAILING - ALTERNATIVE FOR ` OPENINGPROTECTIONU °o 7 ao WIDEROGnL STERNFASWolev TlOp II;iEnwG ~ N N i PER GOLD NTRUE HEAL PANELS Q! a "2X10 FJ @16"OC rnsmE. vw,f m `s w�A rLcr v,wnsEtE `s w DA] x 3/4" STEELTON R30 INSULATION w000."gExa ,s 2%0 PT FORMS`OC � (2) 2x1O PT GIRDER ESTE SURFER DE 8L PANEL, ANTI A MINIMLIN i FOR NI E OF] 16 AND GANIMIIM 2%8 PT (2)I-3/axe-1/z LVL BIRDER u- NPnn cF n ILLY BUIL EA PE An LE FGROPerPREEU cnoN v Q O ` EHE- AND IN ;mer ENU 111; ENABLE _Hpo_Hr f'REcul trO c vr'GuzEu m LARGER .' E "i VAIIH nN SEEN 1,1, TEEINAFL OROmEE O axa IT POST 'a slLc '�, <R�nmacnGN RO3An,,AaGRe gOI[Kill,ai m 2x0 IT SILL = W 2 _ —__ —_ —_ - - •- R' 10" TERMITE SHIELD I, _ F Z — 1= =1 _ II-III=III=III=III=III=!I, II=III=III= s1LL CASKET - °' III=III=IIIe" SEND WALL ' a STEEL cowMN11=11Illi IIIIII= o m IIIIIIIII=III=III= DAMPPROOE FxT_ Z =til-IIIIIIIIIIIIIII11III=IIFIII=11-ITI=1�1=h�-ur���-ur= --II=III=III= I; . III=III=IIIT2' THICK Doc. sLga ^III=111 I_ =1111111111z XI2 GONG FTc IIL-1111=TI=III=!11=III 16"Xe" CONS. FTc = _ _ =I = 1 _ _ _ _ - _ _ _I=III=III-III=II ` Al =III L=III=III=III=III=III=III=III=III=III=III=III=III=IIIIIL=III=-III,IIL=IILUIIL=IIL=IIL-III III=III=IIL=IIL==m-m=m=m=w=m=III=m=II,=m=w=ru=In=w=m=III=1I=III=PI=.III=m=III=III=III=11r=III=III=N1=w=III=Pl=11'=ITI=ITI=w=1T,=m=nl=NI=NI=m=m=w=w=lr_m=1n- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL rm wn e no u v uP. - e GrvG n,NA GASA CROSS SECTION IGANIINTMMEAN ,HB GHIG3„ SHUTTER ASSEMBLY N 15, NG FAIL SPENT PLAN a/e APA SAE-RATED 4P/AG T HATmuG cSEE I'LYW OF OVwL1P ASOULD OPENINGS -1 ASSEmE Nr _ IR T11 SULmR>L PANE wS.FALLEN To TULow/ � (� iEIN/ ASN " P4TI NIVIeEo RL"fA,NEE555im vooE sI've.w 16 Y n RNAEYC FPS ILE FIDE THITHER IS AU FI 11eF NITS m , om IN Tmc w/ :m i °/ AiMdLILIIITEE DOLS w 12 r„ V T 111" I{ 1 ' AWLINLr 'E L n2 24.417 1 FIUK6 XTS N01' 10.-1 O SHUTTER ASSEMBLY I" ITIF 0 Z s on' a 2D Eo' r,R P nL N. + 9OO NEED 1 - - - 1Li o / Pr\P,TN RP NN 1.I [nrtllNe CRAFT�L„AGAE W '_ �IIn _- DECK 21 L 'TP - � ]0 N IF RU- 0 LL O 4 i, - , INREASSTELL PENT SC TO 2111 C10 1.1 AYASNOVS] nAEVINRE[I U6 x 21 ED' siAlNlrss sat vlGET»reety Q N 23 ITTPOIIIN6 SAT[iMd Pr\NEL FAPSEN io EWIOING w/ 2 STY. ITT EC[I,"5[PE11' re1G' SNIVI P oR /.INa STCD I 12 61 nL�RNAnvE FASTNER FGR 11111 IE eulllwE.FRAMED _ HnlcnwE BOLI %I AGNIIFO TO emE wl OF C U/WiSbIERA HOUSE TP IONA JB F ORIGINAL SURVEY DRAWN BY. __ sT Eea' STANLEY J. ISAKSEN, JR. n ` • LICENSED LAND SURVEYOR N j A- N.Y.S. LIC NO.49273 1 �!1 + 'j5 �'" SURVEYED 03/1999 d a�Kg SURVEY TM#1000-076-02-18 SCALE: I"=5' O AREA: 15,000 SF (0.344 ACRES) CD CDa CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: o RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS `� d RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER E � a > RT15 APPLY TO EACH RAFTER w RAFTER NOTCHED RAFTER RAFTER-TO-PLATE z '� z CUSE WITH SPTH4 CONNECTOR) < <a a RIDGE PLATE-TO-WALL STUD SPTH4 �' RIDGE APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD z CRIPPLE STUD-TO-HEADER RT3 OR RTl APPLY TO EACH CRIPPLE STUD O SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END O O Z TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE z W (USE WITH 3' SQUARE WASHERS) � USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. z 0 ~ FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY Q 2 0 \ H H � \ Q cl V) RAFTER PROVIDE 1/2" SPACING m BETWEEN THE END STUD o AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION RAFTER FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5I8"DIA.ANCHOR BOLT y N HOLDDOWN INSTALLATION CONNECT CORNER STUD suPPORTwc MAXIMUM SPACING TOP PLATE TO TRANSFER SHEAR SILL PLATE TO FOUNDATION F N w CRAWL SPACE OR FOOUNDATION I STORY 72"OC N N TOP PLATE _O FASTEN WITH (2) 1fid sILL FLA TF TO POUNDA ON COMMON NAILS @6" O.C. CRAWL SPACE OR FOUNDATION 25TORIES 3fi"OC ixce( WALL STUD WAt-t- LIMPLATE TOFOUNI-AI"N 1-2 STORIES 57"OC v LL WALL STUD SIDEWALL SLAB-ON-GRADE ENDWALL USE WITH 3x3 SQUARE WASHERS G z (USP LBPS58 OR BP583) Q O O > m TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION = w H SHEAR!WALL CORNER CONNECTION Z "p O N 2 M ,O 21ND. FLOOR WALL STUD KING STUDS 2ND, FLOOR PLATE WOOD JOIST SUBFLOOR CRIPPLE STUD S , BLOCKING WOOD JOIST RIM BOARD HEADER W 1 ST. FLOOR TOP PLATES J) GIRDER/HEADER JACK STUDS w WOOD GIRDER WOOD JOIST 1 ST FLOOR WALL STUD w JOIST FRAMING OVER WOOD GIRDER TYPICAL HEADER CONNECTION aJOIST FRAMING FLUSH WITH GIRDER/HEADER 4 O TYPICAL MULTI-STORY CONNECTIONS $ 1ST. FLOOR WALL STUD 011110-1 W 1ST. FLOOR PLATE x SUBFLIOOR SILL GASKET WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE RIM BOARD & ICU TERMITE SHIELD BATHTUB SUB FLOOR DOUBLE SILL PLATE DOUBLE.JOIST DOUBLE JOIST DBL. SILL PLATES FOUNDATION VWALL - - - (TO OVERLAP JOINTS) FOUNDATION WALL - ° d w� a " °• ` Z i LL O LE JOIST FOUNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS w IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING c� a o O o Z NAILING SCHEDULE PLAN CONTENTS: WIND FRAMING NOTES OGGU ANGT CLASSIFICATION 3 RESIDENTIAL 2 GENERAL NOTES ROOF FRAMING: BUILDING USE DWELLING z n m 1).RIDGE-TD-RAFTER ASSEMBLY JOINT DESCRIPTION NAIL NAIL NOTES BUILDING HEIGHT 29 ) Z 1-114"x 20 gauge strap shall be attached to each pair of ratters In accordance to table 34 QTY. SPACING UJ When a collar tie Is used in leu of a ridge strap,the number of 10d common palls required 3WSF(GARAGE) (STORAGE)+2121 BE LIVING SPACE=2741 SF U Q in each end Of the collar tie need not exceed the tabulated number of Bit nails in the strip. RAFTER TO 8'WALL'3-Bd COMMON EACH TOE-NAIL TOTAL 50. FT. OF CONStRUCTION 12Z to 010 rT ONSTRUCTION NOTES: Top PLATE 0'WALL 4-8it COMMON RAFTER DESIGN CRITERIA PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL GONSTRUCtION CODE AND uarne CEILINGJOIST S WALL:3-Bd COMMON EACH TOE-NAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL So The information within this sal of construction documents is relatetl tO basic desgn 2).RAFTER-T, ` ASSEMBLY' TO TOP PLATE 10'WALL 4-ed COMMON JOIST FRAMING ELEMENT. A6 ER FLOOR PLANS GR065 SECTION AND GENERAL NOTES ad d framing details They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for ratter,Getting or buss to top plate shall be CEILING JOIST TO AS PER TABLE 3] EACH FACE IXT, BALCONIES 60 rally accepfedgoodbuilding practice and compliance with current New York accordance to table 33.Whenarafler.rtmss do not fall in line plate shall be attachedwitat.h studs below,rafters PARALLEL RAFTER WFCM-SBC LAP NAIL 40 State ling codes The General Contrador is responsible for providing stAn Bfl then,.the wall laud with upe h lift connectionto Eq.well s Roofplatesoverhangingnd the the rake side of the bulldog DECKS sp.canons and procedures m ensure a professionally finished,structurally y shall be wnnected with uplift connections in accordance with table 3 3c COINER PARTITIONLING JOIST S ASWFCMPER A SBG3] ELAPH NACL ATTICS w/o STORAGE 10 nd a weatherproof completed product ATTICS wl STORAGE 20 COLLAR TIE ASPER TABLE 34 EACH FACE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 > O Z Gepeml Contrador is responsible for scanning dial all workand consWctlorn Wallyslutls hove antl stud Mbelsw a800rlevel shall be attached wih upllfl wnnecti.ns in TO RAFTER WFCM-S8C END NAIL (LIVE LOADS PSFIupenl lederel,slate,county and local codes,ordinances and regulations,etc. hot EACH TOE 40 Stud. BLOCKING 9d COMMCDN ROOMS (OTHER THAN SLEEPING; OZco des are to be considered as pan of the specifcatlons far this holding and studs shallaccordancebe attached with [oa common lmemberamhedfloorr assembly wihhuplift connectors In BLOCK;TO ER ENO NAIL ROOMS (SLEEPING; 30 should be adhered to even if in variance with the plan. accordance.,in BOARD ifitl COMMON STAIRS h Ohio 3.3 EACH END 40 W W J 2- 3).Dimensions shall take preceden[orver scaled drawings. 4) WALL ASSEMBLY TO FOUNDATION. TO RAFTER END NAIL GAURDRAILS (ANY DI ECTIONC 200 O (DO NOT SCALE DRAWINGS) First wall studs shall be connected to the fornicator,sill plate,.,bidders plate with uplift WALL FRAMING: x OBU ECATAGO Y 4).The designer has not been engaged far construction supervision and assumes no connedors.Steel straps shall have a minimum embedment of 7 inches in concrete SEE CONSTRUCTION ANDWIND PATH CONNECTION Z ❑ ~ nAsGmY JOINT DESCRIPTION NOTES F - FOUNDATION) A responsibddy for enn,loco.dinatln0 Ago sequences a nor procedures, bottom far..rally the pretend noted In acc..IdSrP,O Ili table 3 Ed Wheen steel snips arelapped undeons,or lopped r the QTY SPAjL DING (ROOF - FOUNDATION) DETAIL AGE 4GENERAL NOTE PAG O FQ construction means,methods,techniques, q p TOP PLATE TO 2.ifitl COMMON PER FACE NAIL SEE GENERAL NOTE PAGECO precautions and programs In connechon with the work There are no warranties fora spadng.to be spaced and siedinsaccodance to stable 32. In addition tosh.crog, TOP PLATE FOOT SEENOTE7 NAILING 6CHEDULE F si edllc use expressed or implied In the use of hese plans aachard.1b are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE EG E55 SEEP 00 PLANS AND WINDOW SCHEDULE ❑ U) cornets 4-ifitl COMMON EA SIDE NAIL SYM.: ❑ 5) Refer lO the W Indow and Door schedule for exterior openings INTERSECTIONS FIRE PROTECTION SEE FLOOR PLANS CTION& STUD TO 2-i6d COM1MON 24 FACE (5 OKE 4 CO2 DETECTORS) ® Q 6),The General Contractor ism ensure that masonry or prefabmded fireplaces meets Type I extPE ierrlXTERIOR lor hearrw.11A with A mi imWALL am oE7/i6 inch wood samurai- panel on the exterior STUD OC. NAIL or exceeds era!Cadure's specifications and applicable codes i6'O C FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CON51i-TION attached with ed common nails at E'o c at the panel edges and 12"o c.in the held,and HEADERTO 16d COMfMON RESCHECK 3.5 RELEASE I ro 7) The General contractor ism consult with the her for all bulli-in items 112 inch gypsum wallboard on the Interior attached with 5d cooler palls at 7"oc at panel HEADER ALONG EDGES NAIL ENERGY CALCULATIONS O such a bookcases,shelving,panty,daseh,ire etc edges and 10"o.c in the field shall be in accordance with the length requirements specill d TOP OR BOTTOM 2-16tl COh14MON PER 2x4 STUD ENO In table 315.-b PLATE TO STUD 3-red GOhHMON PER 2.6 STUD NAIL as B) Wind load requirements shall be taken Into account during construction 61 TYPE If EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO PER FACE NAIL FOUNDATION NOTES: Type 11 exleho,snnnvalls shall meet the requirements of table 315a-b times the appropriate FLOOR JOIST,BANG JOIST,2-i6d COhNMON FOOT SEE NOTE.1,2 Y a? length adjustment factors in table 3.16 ENOJOIST ORBLOCKING 7 rn 1).The General Contractor and Mas on to re view plans,elevallons,details and notes to ]) INTERIOR SHEARWALL GONNECTIONB FLOOR FRAMING: ~ r^ `" determine Intended heights of finlsh0d fioor(-)above typical grade NOTES WALL LEGEND Q Allowable sldewall laughs provided m table 3.14 shall be permitted to be Increased when JOINT DESCRIPTION NAIL NAIL an 2) All feelings to rest on undisturbed(virgin)sol Inhdor sh umPolls ere used Sheathing and connections shall be In accordance with DTV. SPACING Q 24.42 and 22.4 respectively JOIST TO 4-ed COMMON PER TOE NEW WALLS 3) Pmmtle 112"expansion joint material between concrete slabs and abutting SILL,TOP PLATE OR GIRDER JOIST NAIL EXISTING WALLS LL concrete or masonry walls securing In extenor or unhealed Interior areas 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS 2-Bit COMMON EACH TOE WALLS TO BE REMOVED - Y BRIDGING E - - Header and/or girder connections shall be WALL with uplift connections in accordance END NAIL IX - 4).Any new concrete walls being attached to existing concrete stricture shall with table 3.5 Window sill plates shall be have steel co mem.rs m accordance with table TO JOIST EACH TOE be Installed with#4 re-bar,18"long M 12"o c Use approved epoxy for Installation 3 5 BLOCKING 2-ad COMMON K O} as TO JOIST END NAIL 3 N 5).UnlesUJI POP A hmh ai .noted,all slabs on grade to be 2500 ps 1. Concrete to be 9) CATHEDRAL CEILING ASSEMBLY: BLOCKING TO EACH TOE foured ono Inch thick send or gravel fill wildot wlremesh conforming.Innen.,slabs Where addge is 1.be used ase sirudural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-)6tl CfOMMON BLOCK NAIL 2 to be minimum 3-112 Inch thick alongolhe opendo eeltl gpartof the bMe basis or ullding.Connedlon.connectors ls to Yhea lige andw 11 shall bead to each bege LEDGER STRIP 3-16d CtOMMON EACH FADE Z N edechedwlthiheaboverequremenis TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 6).Crawl spaces to be provided with a minimum 10"x24"access opening Install one JOIST ON LEDGER PER TOE r�tl 8x16 cast rzon foundallon vent for every 150 sq.ft.of area DECK AND COVERED PORCH NOTES: ro 6EAM 3-Bit CCOMMON JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELO FL000 M1 T).Oemppmal extend,of Rimd.ton with bituminous suahing es per section R406 of 3-16d CrOMMON PER ENO SNOW GPEEO DESIGN WEATHERING LINE TERMITE OECAV DESIGN UNDERLAYMENT HA2AR05 N.V.S Resldantlal ConsWdlon Lode.A b-rill polyethylene film shell be applied over Pjl fasteneotherwine note rs,h ngers and anchors to he galvm¢ed oto bershinlecspsteelure heated lumber BTO JOIST JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED the beiowgrede portion of evten.,wall.prior to backfilling BAND JOIST TO PER TOENAIL MODERATE SLIGHT TO 2).Girders forrtlecklosis to be bolted to each past win washers antl nuts. SILL QR TOP PLATE 2-+fid CtOMMON FOOT SEE NOTE ) 45 LBS. 120 B SEVERE 3FT. TO HEAW MODERATE 11 NONE 8J Drainage as persectlon R405 otN Y 5 Residential C.nsirudlon Code Girders an concrete piers shall be anchored whh proper steel connectors anchored R EAT ' FoA MING NATES Into concrete with a minimum I ITclox7"long anchor bolt with washers and nuts 1).Allframing techniques and methotls as prescdptive desagn of 19955BC Hlgh wind 3).posts supporting glders shall be anch.redloa l2"x12"x72"[nick concrete footing JOINT DESCRIPTION QATy SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ' ASPER TABLE 3 B SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOT ES Edltisn Wood Framing Construction Manual. Use a minimum ill"iia x 7'long anchor bolt wih washers and nuts.Footings Shall WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD w ' be aft.below grade.Concrete piers to be used with all porchesldecks with roots or pergulas. STRUCTURAL PANNEI- Bin A'PERIMETER EDGE ZONE ed CDMMON @ 6"O.0 ed COMMON @ 6"O C. SEE NOTES.1,3 W 2) Unless otherwise noted,all framing and structural wood matenal to be#2+BTR 4) Deck loisls to have blocking a[8'0 o.c. CEILING SHEATHING: SEE NOTES 1 (BOTH FIELDS) Douglas Fir GABLE ENDWALL MKE AND RAKE TRUSS fid COMMON@4' @ OG MIL NAIL INTERIOR ZONE 8d COMMON @ 6' O G 0d COMMON @ 12 NOTE:2 FOR PANEL FIELD 3) Floors,walls,catlings and rafters to be spaced at 16 Inches o c.unless noted 5).A minimum of 10Inch flashing shall be installed between he budding and ledger JOINT DESCRIPTION QY SPACING NOTES NOTES THESE NOTES ARE ONLY TO 0E REFERRED TO IF M SCHEDULE NOTES ONLYO C SEE NOTES:1,3VIM F/ otherwise Ledger to be fastened to building with+l2"die.bolts with washers and nuts GYPSUM 7"' O.0 EDGE Is] where needed 5d COLERS f-i 4) Unless olherwlse noted all bearing wall headers to he(2)2x10#2i BTR Doug.Fir WALLBOARD iD"'0G FIELD rA� Bearing wall headers to have(2))ask spun and(2)full length studs an each side of all 6).Concrete plers shall be a minimum 6,,above grade WALL SHEATHING r�L openings.LVL headers to have(3)jack studs and(2)pal length spits on each side of N11L NAIL R V openings.Bearing well window-Ills shell al-O have(2)window sill plates for 2x4 well 7) All joists to be supported with hangers and anchors.Each Jsisf shall also be anchored I N 6TY NOTES ropenings between 4'1 end 6'0 and 2x6 well openings between 5'11 antl SO Frei file to girder(-) SPACING 1) Por ct peri Iteredg zoneeel.humot.requi ed Shah be head,Including b feet ori each side.Rhe roof peak, 0 ntl blocking where applicable AS PER TABLE 39 thedfoot pedmater edge zona edachmenis regwretl shall be usetlB) Covered Roofs shall be assembled end anchored the same manner as a typical building ed COMMON WFCIP 2).Tabulated l2 inch Or, nail spacing assumes sheathing attached to rafter l truss framing members wrth G>O 497-'5).All flush bearnaheeders to be installed with heavy duty galvanized hangers and PLUMBING NOTES 6tl GOMMON 3"O.0 EDGE For framing members with<042<G<049,the nail spacing shall be red a cad to benches o canchors where applicable to all connecting joists, 6"OC.FIELD Q 6).Double up floor hoists under walls that run parallel to he floor joist and under bathtubs 1).All water supply,drainage and vent ing to be Installed as perp V.S.Resldantlal Sd COOLERS7" O Q EDGE 3) Tabulated 4Inch o c nail spacing assumes sheathing to rafter Imuss framing memberswith G>0,49.For wwO'Floors p have ceramic lite Installed shall be verified for proper load capacity unless noted Gornctmdlon Gode. 110"O.C.FIELD framing members with 0A2<G<049,We nail spacing shall he reduced l0 3lnches o c. W on plans. 2) Venfysep[ic system with the Engineer for Suffolk County Health Oepartmenl approval. FLOOR SHEATHING;: 7) Provide blockinglhndging in floarjdsts at 8-00c.Use solid blocking In floorhoists NAIL NAIL NOTES 1 a 3f if wall ends,plates or joists are col out during Installation"cany plumbeglelated work, JOINT DESCRIPTION Ory SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 1/7 ,wi under all bearing walls provide adequate bracing and plates to protect and secure the structure Venfy with the e) provide Insulation baffles at esus vents between rollers Install drill blocking as slate code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS ad COMMON 6"O C EDGE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 1"OR LESS 12"O.C.FIELD SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q needed HVAC SYSTEM NOTES NOTES. BEE NOTES I,3(BOTH FIELDS) 0. 9) Unless.therwise noted,all roofs and walls to have a minimum 112-thick,4-ply Fir ,) Mechanical subcontractor is responsible for attracting to all applicable codes and safety 4'EOGE ZONE ad COMMON ed COMMON NOTE 2 FOR PANEL FIELD COX exterior sheathing grade plywood Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFEERRED TO IF INTERIOR ZONE Joe COMMON @ 6"O C ed COMMON @ 12"O C. 5EE NOTE 3 MENTIONED IN SCHEDULE NOTES OWLV 10) UPI.them..noted use 314"thick TBG PTS Fir or Adventist plywood sub6ors, 2) HVAC subcontractor is to fully coordinate all system data and requirements wih the NOTES A ' adhered whh PL400 adhesive and screwed m floor joists Finished floor to he installed equipment supplier 1) Nalling requirements are based onwaall sheathing W over sub loor as per manufacture's instructions nailed 6"an-center at the panel edge,if vwall sheathing THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 3) HVAC subcontractor to provide flual system layout drawing and submit it to the General is nalled 3"on-center at the panel rape I to obtain higher A 11) All bathroom walls t.have 112"thick moisture-reslslanl sheelmck.Garage walls and Contractor and owner for final,evies,and approval shear capadlies,mong requirements finer st.ctur'al i).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 1^I� ceilings and over furnace to have 518"thick Lype-x sheehock All other pans of building ELECTRICAL NOTES: members shall be doubt IberoadI anghten load be used to have regular 112"sheetmck.All walls to be taped and finished such as shear plates,shall be usetl 1.maaintain load path 1 Itch less than 4:12 shall be Installed with an ice a Water bander or 1) All ele'Io al or installed as per N Y S ReAk atlal Construction Code 2) When wall sheathing is continuous ower connected 2).Tabulated 12 inch o c nail sparing assumes shea[hingadached to stud homing members with reald tgt$�r oris shall be applied with a Fiberglas base sheet with an EPOM the tabulated numberofills shall be permitted G>0.49 For framing members with 0.42<Gq the nail spacings shall be reduced to.inches oc. 2). n electrical work shall be approved by a qualified Underwriter members, o over 10 be reduced of-)6tl nail pa foo[ 3).For eMensr panel siding,gaivimzed box nails shall be permltpd to be substituted for common palls. a All q� Alksill a we in contact with concretelobe pressuretreated 5tll plates to 3) Install Smokedetudm-end Garb.n Monoxide detectors throughout as persecdon R317 1" en stalled a .11 asket and cop-r-lex termite shield or approved equal. of N V 5 Resldantlal Gonstmdlon Gotle. O AM M1 m m Ps 2 a °sw �k WE