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HomeMy WebLinkAbout31342-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31814 Date: 09/14/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 505 RUCH LA GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 52 Block 3 Lot 4 Subdivision Filed Map No. _ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 2, 2005 pursuant to which Building Permit No. 31342-Z dated AUGUST 17, 2005 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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PATRICIA Y LLOYD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 N/A 020906 02/09/06 07/07/06 CUTCHOGUE EAST PLUMB&HEAT hor' ed Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 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 I% 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 Date. I f I 0 New Construction: Old or Pre-existing Building: t� (check one) Location of Property: SOS �(,t,E�t La� �p House No. Street Hamlet Owner or Owners of Property: i Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. \\ r Lot: Permit No. j (2j Date of Permit. Applicant L S�t(r W GX 5 Health Dept. Approval: Underwriters Approval: y $ Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ qt,r,-� 69 6�, U 5 a 3 z(check one) Applicant Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 2/9106 375 Dunton Avenue 103702C East Patchogue, New York 11772 (631) 286-6642 Issued To: Patricia Lloyd &I . Street: 505 Ruch Lane Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: -- Contractor -.Shote Power Eleehic Contracting _ _- —tic.-#_ 31697 -ME - - Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑X Indoor ❑ Basement ❑Hot Tub X❑ Residential ❑ Det Garage ❑ Attic © 2nd Floor X❑ Outdoor X Addition ❑ Survey Switches Receptacles Fixtures GR Heaters A/C Fans 12 10 15 1 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 20 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 2 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / 0 2 Bldg. Permit. 31342 ;nnei V&M1jUUGt Hugo SuSurdi President Rough Inspection: 10/27/2005 Inspector: John McMahon III Final Inspection: 02!09/2006 Inspector. John Mc Mahon 111 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 FFOL.t y Z Fax (631) 765-9502 Telephone (631) 765-1502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. � 13 12 Owner: 1 CAYJ�, , L I0,4 (Please print) Plumber: Li tt,a,.A �, I C I C (Please int) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of 20 6s� Notary Public, County 19USANJ.NAGY Notary public State of New Ycrk No.4896735 Qualltied in Suffolk County Commission Expires May 20 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. 31342 Z Permission is hereby granted to: for : Date AUGUST 17, 20 PATRICIA Y LLOYD 3618 GREENWAY PLACE ALEXANDRIA VA, 22302 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 505 RUCH LA GREENPORT County Tax Map No. 473889 Section 052 Block 0003 Lot No. 004 pursuant to application dated AUGUST 2, 2005 and approved by the Building Inspector to expire on FEBRUARY 17, 2007. Fee $ 279.00 /n Authorized Signature ORIGINAL Rev. 5/8/02 � 13lfa-7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSP 10 REMARKS: DATE 3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION DATION IST [i,40UGH PLBG. [ =FNDATION 2ND [ ] INSULATION ¢MING STRAPPING'[ ]FINAL [ ]-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE Ob S� INSPECTOR � 313't?6--z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING/ STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY (INSPECTION REMARKS:��- DATE f INSPECTOR Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST[ ]:N�SULA=N G- [ ]FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION ^ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 11117 INSPECTOR s YL-z -- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION IST [ ] ROUGH"PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ l FRAMING/ STRAPPING [ ]FIREPLACE &CHIMNEY FINAL ]FIRE SAFETY INSPECTION REMARKS: DATE ( C7 INSPECTOR 3 l3 q- ;=z - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING KFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �0 DATE ! b INSPECTOR "/- �,. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT_ [ ] FRAMING/ STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0 4.0-f"'e- T/ ` 7ifi-r DATE S _ INSPECTOR INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) -------------------------------------- W FOUNDATION (2ND) z ROUGH FRAMING & PLUMBING rC) v ` y INSULATION PER N. Y. STATE ENERGY CODE ' x � r to "3 m f ` FINAL ` Ale- A04� r ADDITIONAL COMMENTS G A- Am �m S J d � J x .y TOWN `►F SOUTHOLD BUILDL,G DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork..net/Southold/ Examined, 20 VS Approved 20 OL Disapproved a/c PERMIT NO. Expiration, 2o --a7 C iL AUG 22005 �IV i BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey 3'19 �L Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: 'T&"Ie 407// ooz/L 0,0 Phone: 4W. -47/. 9124 - Building Inspector TION FOR BUILDING PERMIT INSTRUCTIONS Date ,'91./f>_ O/ 20019 a. This app�tioa4W ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removil or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, ho ode, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,/ /, it of applicant or name, if a M State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder t7,eCrWl 7t -7c Name of owner of premises !.9 GC. OYO (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. P� -Viz Plumbers License No. Ghfu�o�ie E4s1` Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1505 leyGf/ G Sh�7C'J�f'!OQ �0717NOZD House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) 050 Block 63 Filed Map No. "'`g fi-- 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ye -A_ b. Intended use and occupancy e�5l9JEJyT%AC 3. Nature of work (check which applicable): New Building Addition (/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost � !BD fT� Fee (Description) �l,�a. (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor _ClA If garage, number of cars A/1119 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4 3. / Rear 4 S 3 / Depth -�rO. 2 Height — /g' Number of Stories / Dimensions of same structure with alterations or additions: Front 53.1' Rear 55, 5 1 Depth 45.2 ' Heiaht - Z73' Numhar of gtnriac % 8. Dimensions of entire new construction: Front 20 r Rear Z�/T Depth 30.51 Height 0 27,3' Number of Stories 2 fp r 9. Size of lot: Front zoo Rear /00 Depth 10. Date of Purchase !2//S/06W3 Name of Former Owner '2k,4,7 cc�H�ti� 11. Zone or use district in which premises are situated 12-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO /Will excess fill be removed from premises? YES'�NO_ 14. Names of Owner of premises )V16_iee4 ZZ -10 �4' Address ✓5',* 57 Li Z4 Phone No. G3I 765 OOB7 Name of Architect T�WyUelle4e&4?i/ Address fe,531,6 Phone No 63,','477, 862¢ Name of Contractor L-6z,7t'r 444'Gk Address &!5443, /74r7,,4ehone No. (,' 3/. Zs� �7G7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C�-/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF,/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 96 / ,-7-Ze'9�V K being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0CH/'7t-CZ:: (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 day of 20� No Public E1. DORM Notary Public, State Of Newlbtk No. OID06095323, Suffolk Co atl Term Egjms July 7, 20 I d T" -P T7 TF`C T.T T ---.(AVT (f f"M7,(- --I Applicant! Date. r Owners Name:,. IMA_4-e%a _ -- Reviewc& ArchitecU Qte U, neer:. SCTM #: District: 1,000 Section: 5_,Z Block: 3 ProjectSubdivision Location: Name: Sigk & separate - Required Cwtfcation: (Yee E Nod R" ilcq. Zttaiq DistricC(t of size: Agttal: J (I,ot cuvcragc -( Copnsed ide (froutYjAdPropoiro : J' [Sd (RearYardPro(iosc Project Description: _._._. ......----- -- AG)ENCVSHRMiTS e 1 REQUIRED Fal.[ EFYI JNO YES Ng nbtr• Suffolk County Health. Dept, MO &r � N6w Yozk State . D. E_ C_ Town Tnwt&-s Town Zoaing Board approval: Town 1'lanning Board approval:�--- Flood .Plane Elevation M Flood Zone: 14.ej . ���� ��'1��..-tom �i� •��r�: �-�.c�,��....1��.��� � ej,, -,-2 —,.? - 5/ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT a Y, LldVal L- 1, / I FORMER NER+V fbon elen7ent5 Cnip-r4w) �JtQjdtr u - N l Y:5c2 E ACR. ele� tetf o (dcr- s p—HAAM d� j Iah�j V TYPE OF BUILDING *S. SEAS. VL. FARM MMM. CB. MISC. Mkt. Value LAND`` IMP. TOTAL DATE REMARKS eA, 7 'T 2:3, 1 26 _4Q 1 0 ?6 2300 2 Aj17' 61 k - 7101o deo lobv/7 2- 4� 0 (1 117 n, I- ql)aor b So 0 3 S 0 0 3 a () /7 # R co 4 koo 00 41o(d lgz� 1� e7 eyj BILDING CVD.ITIPN' '7,0 c-,) ,/)0/ 6e6_R751'3co �nvo � p NEW goo, NR� -IL4 tl 0 &3 ByQy 'I) la, I I lb BPS OmO05 decr- 'i A FARM Acre Value Per Acre Volde 17- Ohomefi6 17 66 Tillable I Tillable 2 Tillable 3 Noodland swampland FRONTAGE ON WATER 3rushlond FRONTAGE ON ROAD 0C 6 Rouse Plot DEPTH 1,5-61 BULKHEAD Total DOCK T_ y li p t �(IBM 0 0 9 20� z r� c N 46'09 00 1 0 \TIE=463' �J C � I LA n� r R (�/ IF --11 �Ll, I v C SURVEY OF TM# 1000-052-03-004 DESCRIBED PROPERTY SITUATE ARSHAMOMOQUEt TOWN OF SOUTHOLD ELEVATIONS SHOWN HEREON SUFFOLK COUNTY, N.Y. suhvEYED: 04 JVNE 2001 ARE IN 1929 NGVD. SCALE r'= ze' SURVEYED FOR: ANN CLEMENTS ARIA a 15,000 S.F. OR GUARANTEED M. ', 0.344 ACRES FM#5584, FILED APRIL 6, 1!1971 LOT 15 S 46'0900"E REMNANOE OF FENCE LOT 14 100.00' FRAME GARAGE EL 21.0 ONE STORY RESIDENCE FIRST FL EL=24.29 2.2. 1 T ANN CLEMENTS FIDELITY NATIONAL TITLE INS.. CO CUAFAmrwv WN•91 No Im CN SXALL RWI ONLY TO RIE P[ASdI TOR NNOM ME SURWY /I I LANG, AND NON 041 4CRILW LMCM'E fNSRTImW, Y LlETED NERELN, AND IV InC A]riN([9 Of TNC IENUML' /NYI..ollm.. WIARANTEES ARE NOT MAMSTERAYLE TO ADR'ROWL AN9RRAR0N$ Lot W&WOLADVT OMNERS . UNAURISRIILR uRRATNW OR AM)TMI TD MIS "WY IS A NDLAVq Of SECTIM ]PDS OF ME NCRtt STALE SDMAMN LAW. CDMCS W NS SURVEY NAF NOT SEAVW RA! LAND SURLYYCNS iUdl R0 MAL SHALL NOT 9E CONADERro TO RE A VAUD MM SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. Box 294 NEW SUFFOLK. N.Y. 11/ 631.-734-5835 NYS Lib, No. 492Y73 01R101 SCTM# = 1000-052-03-004] 9 ADDITION TO THE LLOYD RESIDENCE 50 SOUTHOLD, NY 100' 100' 100' 114' F� ARCHITECT FRANK UELLENDARL P.0.80x 316 GREENPORT, NY 11944 TEL 631-477 8624 2 4 5 iE FAX: 631-477 2997 OWNER FATRUA LLOYD505 RUC LANE SOUDW, NY 11971 EMPTY LOT -765 0087 - - ------ ---------- - -- -------- ------ - --- ----- - --------------- -- 100' 100'J— 138' Floo, RUCH LANE CLOSEST DISTANCE TO STREET 31.2' LOT 3 LOT 5 37.0' LOT 6 26.0' LOTS 3,5,6 1015/3 = 31.4' ..� ALLOWED SETBACK LOT 4 = 31.4' DATE 08/17/2005 PROPOSED SETBACK LOT 4 = 34.2' Smf: NTS OVERVIEW SETBACK AVERAGE FRONT YARD ENCROACHMENT DWG. NNE ADJACENT PROPERTIES W. A-1.1 ©x1 DC. NO PLUMBING ALL PLUMBING WASTE A WATER LINES NEED TESTING BEFORE COVERING `PMdMBEP4fgTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. CERTIFICATION OF NAILMKi l CONNECTIONS REQUIRED. FLWD ZN_. 1 COMPLY WITH CHAPTER "46" FLOOD DAMAGE PPEVENTInN SOUTHOLD TOWN CODE. RETAIN STORM WATER RUNOFF pURSUANT TO SECTION 45-1 OC OF THE TOWN CODE. OCCUPANCY CP USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY A ;`VED AS NOTED DATE: _1*— E.? F' R71 —. 5Y' E UL ;: PARTM_NT AT FOF +HE =: CON-^rTE v , & Pi_ :MB!NG ,�.:TiON MUST FOR C.O. ^F. SHALL MEET THE FEOL.=M--NT. OFTHGCODES OFNEW YC, ATt ':JT RESPONSIBLE FOR D H CONSTRUCTION ERRORS. e.` FM#5584, FILED APRIL 5, 1;971 LOT 15 S 46'0900"E REMNANCE OF FENCE LOT 14 100.00' FRAME GARAGE EL 21.0 '14' I LOE O WOOD DECK Y V N k z iti N p2.2' ONE STORY RESIDENCE i � •t FIRST FL EL=24.29 IT a� Ld v o '- QInr. t c o Z Ull CM � NI 4 9 00 1 0 TIE=463' }W f R lJ /_"� I I LA N r" iL11� (L—� - SURVEY OF DESCRIBED PROPERTY TM# 1000-052-03-004 SITUATE ARSHAMOMOQUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y, SUt7VEYED, 04 JUNE Z001 ELEVATION$ SHOWN MEREON ARE IN 1929 NGVOO. SCALE 1"= ze' SURVEYED FOR: ANN CLEMENT$ ARN a 15,000 S.F. OR ;UAI ANTEED TO:. 0.344 ACRES - ANN CLEMENTS FICELITV NATIONAL TITLE INS. CO. -' .AAANmv IAwcn No MEAS r SMALL nun SURVEYED BY IS PR&AMU,, AWSWr*3 UWAir m WRVEr STANLEY J, ISAKSEN, JR. r,, r AMr, ao1sRNMEMTx Amly,, LENmND lNsnnmcW. YusNEa rx»Eay. Afro P, a. BOX 294 m me AevPMteS tf INF LfNWMc N$I110!lpl. CIIAAANNECS AAE Mor IRAN$l[RIMEE ro NEIN SUFFOLK. N.Y. 11#56 AOdnWA1 AVSPNUiIONS CR SV86EOu6VN OWNERS. 631 — 34-5835 IlNAMIND Z� ALICRAM df AWIRCN rO NMS . 51NREY IS A NCLANNPV CT SECRCN r Or IMC NCMri STA R EOVCA IKW LA W. '. Cams a Mrs suavfY MAP NOT BtARlrro _ VS ND VEYOR ME IANC SU WL s EMMCS EV MAL SHILL NY5 Li No. 49 , 3 O 1 R 7 0 NOT Of COMAOERER TO 9E A VALID ME Permit Number Checked BylDate CGenerated by REScheck Package Generator �(J Compliance Certificate Project Title: Lloyd Residence Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non -Electric Window -to -Wall Ratio: 0.15 Heating Degree Days: 5750 Report Date: Data of Plans: 08/01/2005 Project Information: Builder Information: 505 Ruch Lane, Southold, NY 11971 Frank Uellandahl Architect Lester Walsh POB 443, Moriches, NY 11955 831.258.3787 Project Notes Calling: 38.0 0.0 Wall: - 21.0 0.0 Window: 0.400 Door. 0.350 Floor. 19.0 0.0 Statement of Compliance: The proposed building represented In this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York Stwt/gyp E Conlon Construction Code requirements. When a Registered Design Professional has stamped and signed this DI t ra altesYninhat to the best of hislher knowledge, belief, and professional judgment, such plans or specifications are In 111-P)LIV-yE1.LE-toV79i41 f3PSN�7(ycT Bol 05 Company Name Date Page 1 Generated by REScheck Package Generator REScheck Inspection Checklist Project Title: Lloyd Residence Callings: ❑ Ceiling: , R-38.0 cavity Insulation Comments: Abov"mde Walls: ❑ Wall: , R-21.0 cavity Insulation Comments: upgrade to R-21 Windows: ❑ Window: , 1.1 -factor. 0.400 For windows without labeled 1.1 -factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: ❑ Dow., 1.1 -factor. 0.350 Comments: Front door exempt Floors: (3 Floor:, R-19.0 cavity Insulation Comments: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that ane sources of air leakage must be sealed. ❑ 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 3" clearan os from Insulation. Vapor Retarder. ❑ Required on the wane -In -winter side of all non -vented framed callings, walls, and floors. Materials Identification: ❑ Materials and equipment must be Installed \plalnV2Vs20 In accordance with the manufacturer's Installation Instructions. ❑ Materials and equipment must be Identified so that compliance can be determined. ❑ Manufacturer manuals for all Installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R -values and glazing 1.1 -factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts In unconditioned attics or outside the building must be Insulated to R-4. ❑ Supply ducts In unconditioned spaces must be Insulated to R-8. ❑ Return ducts In unconditioned spaces (except basements) must be Insulated to R- ❑ Return ducts in unconditioned spaces (except basements) must be Insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: ❑ All Joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), masBGplus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Page 2 Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systams: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be Installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: ❑ Water heaters with vertical pipe deers must have a heat trap on both the Inlet and outlet unless the water heater has an integral heat trey or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels In Table 1. Circulating Hot Water Systema: ❑ Insulate circulating hot water pipes to the levels In Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy Is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels In Table 2. Page 3 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes. Hot Water Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sim Range(°F) Heating Systems Non-Clrcudating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170.180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100.139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Hot Water Pipes NOTES TO FIELD: (Building Department Use Only) Insulation Thickness In Inches by Pipe Sizes 2" Runouts 1" and Less 1.25' to 2.0" 2.61D 4" 1.0 Fluid Temp. Piping System Types Range(°F) Heating Systems 1.0 Low Pressurerremperatwe 201-250 Low Temperature 120-200 Steam Condensate (tor feed water) Any Cooling Systems 0.5 Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness In Inches by Pipe Sizes 2" Runouts 1" and Less 1.25' to 2.0" 2.61D 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Page 4 GENERAL NOTES DESIGN CRITERIA: ADDITION DI THE 0 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. d CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF PSI WEATHERING -SEVERE TAM 3. All LUMBER SHALL BEG E STAMPED DOUGLAS FIR- GRADE 2 OR BETTER. , FROST UNE DEPTH - 36 TERMITE - MODERATE TO HEAVY LLOYD LARCH STRUCTURAL DECAY - SLIGHT RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTE, ON DRAWING. a DESIGN IN ACCORDANCE WITH AMERICAN FOREST 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL SOUTHOLD, NY FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND G E CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO START OF CONSTRUCTION AND ORDERN OF MATERIALS. THIS WINDBORNE FOUNDATION HAS BEEN D IGNED FOR A SOIL R RTHAT DEBRIS PROTECTION SCHEDULE EXISTING FRONT ELEVATION ARCHITECT LLEESSSSINTHAN 55%. CONTRACT SHALL VERIFY m FRANK UELIfNDAHL THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% CREENPORP .S ox 11944 PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS� RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, TO U U V TEL 631-417 8624 FAX: 2997 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED COVER 631-477 SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER 1 VIERS THE GLAZED OPENINGS OF THE PROPOSED EXTENSION j vr BY TRIPLE UPRIGHTS. ALL TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. s OWNER 8. PROVIDE RRESTOPPING AT ALL LEVEL WINDOW SCHEDULE PATRICIA LLOYD PENETRATIONS 505 RUCH LANE 501 971 ALL WINDOWS ARE ANDERSEN PRODUCTS WITH INSULATED WEATHERSTRIPPING. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ; x F'j AND DECItS ETC.. LOW -E GLASS AND W. UE(ZF2 SCREENS ARE PROVIDED FOR ALL WINDOW DOOR OPENINGS 10. DO NOT SCALE DRAWINGS. EXCEPT FOR DOORS OPENING INTO SCREENED PORCHES Q 11. DESIGN CONSULTANTS OR RECORD ARCHITECT - ENGINEER ARE NOT RESPONSIBLE FOR THE Mark Size Description Quantity (] I INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CRTRUCTION PROJECT. FEDERAL, STATE A TW 2642 Tilt and Wash Double -Hung 6 B FWG10080-4 Gliding Patio Door 1 w AND LOCAL ZONING AND BUILDING CODE C MPLIANCE SHALL BE THE RESPONSIBILITY OF THE C TW 26410 Tilt and Wash Double -Hung 3 CONTRACTOR. D CW 125 AWNING WINDOW - ATTIC 2 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO — — — — CONSTTRAUED COS SARCONTRACT BDETWEEN BUILLDOER BAND DRAWING SCHEDULE �a OWNER. y 13. THIS STRUCTURE HAS BEEN DESIGNED IN A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. A-1 SITE PLAN FLOOR PLAN FRONT ELEVATION PROPOSED A-2 EXISTING IST s 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. A-3 FOUNDATION PLAN A-4 PROPOSED IST FLOOR PLAN _ A-5 PROPOSED 2ND FLOOR PLAN m 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. A-6 CROSS SECTION A -A A-7 PROPOSED FRONT ELEVATION PROPOSED 2ND FLOOR ADDITION TO INCLUDE NEW MBR SUITE A-8 PROPOSED LEFT SIDE ELEVATION (WEST) CONVERT EXISTING MASTER BEDROOM INTO DEN AND 0 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER A-9 CRITICAL PATH - CONNECTORSADD NEW COVERED WRAP-AROUND OPEN AND SCREENED -IN PORCH § AND OWNER. A-10 NAILING SCHEDULE - FRAMING NOTES 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. D 087D,Y20 05 SQUARE FOOTAGE N Design Criteria BUILDING PERMIT APPLICATION EXISTING GROSS FLOOR AREA - 1ST FLOOR - 1311 SF x General NO es NEW GROSS FLOOR AREA - 2ND FLOOR - 702 SF AUGUST 01, 2005 TITLE EEE TOTAL HEATED FLOOR AREA - 2013 SF FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 D ' NAu A O EXISTING DECK AREA - 668 SF NEW DECK / PORCH AREA - SF 550 - EXISTING GARAGE AREA - 371 SF - ADDITION PROPER" UNE ZONING CALCULATIONS TO THE —_ -- _ LOT AREA 15,000 SF EXraT'G BLDG. = co.ISF 2 AD ED BLDG. COVERAGEE = ca. 51133 SF zj of TOTAL BLDG. COVERAGE = ca. 2,863 SF r ALLOWABLE BLDG, COVERAGE R-40: 20% OF LOT AREA = 3,000 SF LLOYD PROPOSED CONSTRUCTION 0 RESIDENCE EXT'G GARAGE F-suBY STANLEY J. ISAKSEN SOUTHOLD, NY I DA006/04/2001 i N I I O ARCHITECT j FRANK UILLENDAHL o 316 P.o.eaz 31s GREENPORT, NY 11944 TEL: 631-477 8624 f O MAPLE FAX: 631-477 2997 EXT'G DECK s OWNER PATRICA LLOYD 505 RUCH LANE SOUTHOLD, NY 11971 TEL: 631-765 0087 ' I o BED q 9C UEZI I ti — PROPOSED 2ND FLOOR ADDITION PROP COVVEREDO PORCH s a 26.4' 9.5' 43.1' 21' s o SCALE: 1/16" =1'_On DATE: 08/01/2005 ' SITEPLAN SCALE: 1/16 =,'_D SITE PLAN 6 SCTM# = 1000-052-03-004 OF SOUTHOLD g DWG. NAME PROPERTY LINETOWN SUFFOLK COUNTY, NEW YORK g p - 1 RUCHDLANE ®�o OWG.NO TRYD (2) 2X10 AROU PORCH PIER TTS I I I I I I I I I I I I I I EXISTING CRAWL SPACE TRI'D (3) 2X8 • I 1 211LEDGER - 1 OUSE BI - TRT'D --- — --------------- ----- -- --------- n TNFD DBL 218 F.J. UNDER SCRO U J I IN I II 2X2 LEDGER - TRYO 2X10 HOUSE BEAN - I TRFD 2X8 FJ. 0 16' O.C. - I I II II I I X I I OPEN TOGIUYSPACEI TRYO 40 POST 1 12• DIA SONATUBE J L- IE CONCRETE PIER IIIr_______ II ON 2'-0' X X 1'-0' U J CONIC. FOOTING E NEN PORCH FOUNDATION ; I E(YG 2X8 FLOOR *ST 1601E I 21 2X10 GIRDER LI O4 N ON 4 4 TREATED POST - - - - T - - - - - - - - T - - - - - - L- — — — - - - - _ t ART`DI ORCH ON 1'-0• DIA SONATUGI =STEPS IYN. 36' BELOW FINAL GRADE, ON UNDISTURBED SOIL) ON 2'-n2'-0•Xl'-O' P.C. FTG STEPS TO GRADE I N WN. 36' ROW Fhk CFAI>F~ 1 ON UNDISIURBFD SOIL) N <) F -1!N?2'E ,IQ-Ukl,�• EOOTING Ie 1 %: I�I II I I II IRiD 2>0 iJ. 0 t6' 0.G 1 I II I F4 I III I� II mro aK zXfi r . uDm sa Ea I Z i IY-71/2• r----- J — r ------------------ "r ----- r--------------11 -------------- 2X2 LEDGER - TRYO 2X10 HOUSE BEAN - ------ -- �--" o e 152 X I I OPEN TOGIUYSPACEI J L- I /� IIIr_______ II 1 f�—STEPS TO Gm 1 I I I ; I E(YG 2X8 FLOOR *ST 1601E I • 16' O.C. N/ OF" LI — — — — - - - - T - - - - - - - - T - - - - - - L- — — — - - - - _ t ART`DI ORCH =STEPS IYN. 36' BELOW FINAL GRADE, ON UNDISTURBED SOIL) STEPS TO GRADE EXfc 4 & COLUMN 0 r — �t i I N <) F -1!N?2'E ,IQ-Ukl,�• EOOTING Ie 1 %: IL. 7�7______�� 1 1 � I JI �------� III I� II - I Z i IY-71/2• r----- C3 %I E4.SIEEL COOK (h I I li ; n EXISTING 11 1 EXISTING I CRAWL SPACE ;, c: BASEMENT i 1 II I I ----------L---------- --------- J — r ------------------ ------ — -------- 2X2 LEDGER - TRYO 2X10 HOUSE BEAN - o IRYO e o e 152 X I I TRI D (3) 2X8 I /� f�—STEPS TO Gm L-} - - - (( - - 1 RBE — — — — )P2XIO BONE PIER — — — — - - - - T - - - - - - - - T - - - - - - L- — — — - - - - _ t ART`DI ORCH =STEPS IYN. 36' BELOW FINAL GRADE, ON UNDISTURBED SOIL) STEPS TO GRADE I -lot 2 / W -1I 55'-I W-3 LEGEND EXT'G CONC. WAL ® NEW FOUNDATION C _ _ WALL ABOVE ADDITION TO THE LLOYD RESIDENCE SOUTHOLD, NY ARCHITECT FRANK UF3IENUAHL ROM 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 OWNER PATRICIA LLOYD 505 RUCH UNE TOLD. NY 11971 �& DATE: 08/01/2005 SCALP: 3/16' = 1'-0' FOUNDATION NOTES STRENGTH = 7000 PSI AT 28 DAY ASTM C-94 3 8'-10 I I2 �.B. READY MIX CONCRETE. ALL FOOTRNGS. FOUNDATIONS, ETC SHALL REST ON g @ UNDISTURBED SOIL ALL FOOTINGS AND FOUNDATgNS SHALL D FORMED. FOUNDATION PLAN 152 Big PROPOSED FOUNDATION PLAN DWG. NNIS A-3 DWG. NO ELECTRICAL LEGEND LLOYD COPORCH VERED LEGEND () DUPO RECEPTACLE OUTLET $D MEN SWITCH WRAPPED INP PINE SOUTHOLD, NY +Aha1PORAP0 RECEPTACLE CARO° 13 TELEPHONE EXT'G WALL OI�WP MATER PROOF RECEPTACLE WHET (OGFI GROUND FAULT NIEILAPPOR OUTLET FM S D IFIENSICI COMBINED SHONE a CO -2 REJECTOR sc�Dl NEW WALL NCI TNT FUTURE � OREGm N HAT FRANK UELLENDAHL SURFACE MUM CLUNG FAV- FLOOR RECEPTACLE RECEPTACLE OUTLET — — — REMOVED WALL SUffAGE MOTO C"; FX wF � � NST EXTERIOR LIGHT SURFACE MOUNTED WAIL FIXTURE ® MAUST FANAHpR SWATCH DECK NAHAcan EMST FAN BEDROOM 3 DECK - 0 _ _ Cmb ER: (2) 1 374• X It 716' L'A ./ 3/8' OR NiCI FIA UNCIN: IT 4 I I I DINING NG ROOM L CLCJV. T-10• I � I 2X8 CA. M 16' O.C. ' I I (21 1 3/4" xi 117/8' LYLF- NEW 40 POP I TIMING LIVING ROOMP sra — i TO CONCT: 7'-10" — r� BOOKCASE A1121 Y DESTUDY 2X6 CA. 0 16' O.C. CMG 7' RE 1 •e�lll ) = HZIII 1 Z-1 11 1 g 14 16 x � I COVER I4 LLOYD COPORCH VERED RESIDENCE 5/4' WRAPPED INP PINE SOUTHOLD, NY PAINTED (TYP.) 13 I I Z� O sc�Dl ARCHITECT FRANK UELLENDAHL o I I GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 4 OWNER EWSING PATRICIA LLOYD DECK NAHAcan 505 RUCH LONE BEDROOM 3 T$G 5/4%4'S HXCN,T: T-10' SLOPE ON: 1/8'/ IT I E I 2%4 Cl. 0 Ifi' OC I 2X8 RAFTERS 0 16' O.C. I SCREENED -IN COVERED PORCH I 10' X 24.3'= 243 SF I I BEDROOM 2 CLClo.. T-10• 2X9 C.J. 0 I6O.C, SC E N V� I � I ---------�8� 0 _ _ Cmb ER: (2) 1 374• X It 716' L'A ./ 3/8' OR NiCI FIA UNCIN: IT 4 I I I DINING NG ROOM L CLCJV. T-10• I � I 2X8 CA. M 16' O.C. ' I I (21 1 3/4" xi 117/8' LYLF- NEW 40 POP I TIMING LIVING ROOMP sra — i TO CONCT: 7'-10" — r� BOOKCASE A1121 Y DESTUDY 2X6 CA. 0 16' O.C. CMG 7' RE 1 •e�lll ) = HZIII 1 Z-1 11 1 g 14 16 x � I COVER I4 PUISUIG KITCHEN 2-2 PROPOSED BOCK PATH 2005 EXISTING GROSS FLOOR AREA - 15f BOOR - 1J11 $f ADDITION TO THE LLOYD COPORCH VERED RESIDENCE 5/4' WRAPPED INP PINE SOUTHOLD, NY PAINTED (TYP.) 13 PUISUIG KITCHEN 2-2 PROPOSED BOCK PATH 2005 EXISTING GROSS FLOOR AREA - 15f BOOR - 1J11 $f ADDITION TO THE 0 O10, NY 11971 AA61:. -765 0087 DATE: 08/01/2005 SCALE: 3/16. = 1'-0' PROPOSED IST FLOOR PLAN DWG. NAME A-4 DWG. NO LLOYD RESIDENCE SOUTHOLD, NY V Z� O ARCHITECT FRANK UELLENDAHL o P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 4 OWNER PATRICIA LLOYD 505 RUCH LONE 0 O10, NY 11971 AA61:. -765 0087 DATE: 08/01/2005 SCALE: 3/16. = 1'-0' PROPOSED IST FLOOR PLAN DWG. NAME A-4 DWG. NO ELECTRICAL LEGEND LEGEND 9V WO RECEPTRXE OJREF G ww MCH + OMWO RECEFAaE MW ° 1F1EAm EXT'G WALL oNP RATER PROOF RECEPTICIE wo ® IEffm � (OGFT MM FAIT MOEdVUPTOR ME S D CONNED UK a G9-2 OERCTOR NEW WALL to K%T n m,RE MACE MMH CEUNG FAN 1M mNk MCN NAT RDDR REOTAM WRET WALL BELOW - — — — $URFACE YIXINIED OOUNG Fl10tRE WAU m o00„ � EXTERIOR LIGHT SUIdACE MOUNTED NNl FlMR W ® EWAU FPN/iW SYIR21 CE] EMIWIST FIN lu ADDITION TO THE LLOYD 9 RESIDENCE SOUTHOLD. NY ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 OWNER PATRICK LLOYD 505 RUCH LANE 3 SOUTHOLD, NY 11971 got � I � I U I � r{ I C ¢ ray $� DATE: OS/D1/loos 5CA1P 3/16' = I'-0' PROPOSED 3 0 2ND FLOOR s DWG. NAME A-5 NEN GROSS FLOOR AREA - 2ND MOA - 702 SF ®� MG. NO CONT. RIDGE VENT RIDGE STRAPS EACH RAFTER (2) 20's FLANKING POST _ (2)_ 1-3/4° X 9-7/8" LVL RIDGE BEAM 2X4 COLLAR TIES 32" O.C. SSUUkP'PCIRTT€D BY- 4 4X4 COST -MIDWAY- — — — BETWEEN CHIMN AND EXT. WALL 2X8 ROOF RAFTER 016" O.C. / aza Posr MATCH EXISTING ROOF PITCH p R-38 INSULATION BETWEEN 2X8 C.J. ® 16" O.C. ,<ATTIC o EXISTING ROOF BEYOND 1'-O° VENTED ROOF OVERHANG i— HURRICANE CLIPS EACH RAFTER LEGEND EXT'G CONCRETE WALL NEW CONCRETE WALL D GYPSUM BOARD WALL 25'-3 CROSS SECTION A SCALE: 1/4" = 1'-0" ADDITION iE TO THE 0 a e V LLOYD RESIDENCE OLD, NY ARCHITECT FRANK UELLENDAHL o P.O.Boz 316 z GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 OWNER PATRICIA LLOYD d 505 RUCH LME 3" DALE: 08/01/2005 SCALE: 1/4' = I'-0' CONT, RIDGE VENT CROSS SECTION DWG. NAME A-6 ®� ONG. NO 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT FIXED GLASS PANEL IN 120MPH REGION: 6 NAILS PER SHINGLE REOU'D FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION SECTION OFFSET THRU TERRACE 5/8" COX PLYWOOD SHEATHING BOOK o SHELVES BOOK SHELVES BOOK SHELVES ANODIZED ALUMINUM RAILS: 2X8 ROOF RAFTERS 16" O.C. ACCESS R-38 INSULATION 1/2 GYPSUM BOARD ALL o ATTIC L -J MBR 2'-0„VENTED ROOF OVERHANG ER: 1 314” X 11 7/8" L L ' / _ LINEAR DRAIN WALL 3/8 Steel Flitch Pla ' / M 2"X6" @ 16" O.C. -------- DBL FRAMING AROUND STAIR OPENING 2X6 C.J.®i6"O.C. 1/2 COX PLYWOOD SIDING FELT 2X6 SILL PLATE PAINTED BEVELLED CEDAR TO MATCH EXISTING R-21 INSULATION STAIR: OPEN TO DEN 1/2" GYPSUM BOARD 0 0 14 R.®9.5"X7.89° FLOOR - MBR SUITE HARDWOOD FLOOR / CERAMIC TILES DINING RM PORCH 3/4" T&G SUBFLOOR, NAILED & GLUED 2X8" F. J. ® 16" O.C. BALCONY RAILING INSTALL R-19 INSULATION ' ANODIZED ALUMINUM RAILS: 1-1/4" X 3" OVAL TOP RAIL 1-1/4" ROUND VERT. POST ' (6) 1/4" SS CABLE W/ SSI BOLTS ® 4" O.C. PARTIAL BASEMENT rd AND SS TURN BUCKLES 25'-3 CROSS SECTION A SCALE: 1/4" = 1'-0" ADDITION iE TO THE 0 a e V LLOYD RESIDENCE OLD, NY ARCHITECT FRANK UELLENDAHL o P.O.Boz 316 z GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 OWNER PATRICIA LLOYD d 505 RUCH LME 3" DALE: 08/01/2005 SCALE: 1/4' = I'-0' PROPOSED CROSS SECTION DWG. NAME A-6 ®� ONG. NO NORTH ELEVATION SCALE: 3/16" = 1'-0" ADDITION TO THE LLOYD RESIDENCE SOUTHOLD, NY ARCHITECT FRANK UELLENDAHL P.O.BOX 316 OREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 OWNER DATE: 08/01/2005 SCALE: 3/16' = I'-0' PROPOSED NORTH ELEVATION S N n DWG. NAME M. NO A - 8 GABLE ROOFS Ili <B < 45' X i 10°<G S 45' PROVIDE ad NAILS O 4' O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a - 4 FT. IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES RIDGE TENSION STRAP CONNECTION REQUIREMENT WFCM TABLE 3.4 4-8d COMMON NAILS IN EACH END OF 1-1/4° X 20 GAGE STRAP ROOF RAFTER CONNECTION REQUIREMENTS WFCM TABLE 3.3 CONNECTOR UPUFT LOAD: 726 IBS CONNECTOR LATERAL LOAD: 339 LBS CONNECTOR NA LOAD: 280 LBS RAFTER / CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION WFCM TABLE 3.3 A - (PRESCRM'T@F ALT. TO TABLE 3.3) - 8 FT WALL HEIGHT 3-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER AND TOP PLATE UPLIFT STRAP CONNECTION REQUIREMENT ROOF TO WALL WFCM TABLE 3.7 8 - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 24 FT ROOF SPAN 6-8d COMMON NAILS IN EACH END OF 1-1/4* X 20 GAGE STRAP UPLIFT STRAP CONNECTION REQUIREMENT WALL TO WALL WFCM TAM 3.3 B - (PRESCRPRYE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN 6-8d COMMON NAILS IN EACH END OF 1-1/4' X 20 GAGE STRAP CONNECTION REQUIREMENTS ADDITION TO THE LLOYD RESIDENCE NY ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 3 MODE STRAP - ALL ROOF RAFTERS & 7 - 6d COMMON NAILS IN EACH END DATE: 08/01/2005 OF 1-1/4' 20 GAGE STRAP 3 CONNECTORS CRITICAL PATH 1�T� ICE SHIELD UNDFrfRAYMENT N DWG. NAME REWIRED - 24 FROM EDGE A-9 ®� DWG. NO HURRICANETERN POSOF TPICN.. TO HURRICANE CLIP TOP PLA RAPIER TOP PLATE Bd COMMON NAILS O (JTOENA6E� REWIRED IN EACH RAFTER AN6 TOP PLATE DOUBLE TOP PLATE 2 x 6 016' O.C. PROVIDE 6d COMMON ,' ._._ O JACK POST STRAP STUDS NAILS O 4' O.C. AT / 6 - Bd NAILS RAFTER TO SND. - EXTERIOR EDGE OF ALL SHEATHING. EACH EN0 - TYP. TYPICAL ALL RAPIERS 6 - Ed NAILS EACH ENO OF 1-I/4' 20 GAGE STRAP , •�� --6 20 STNAP W - a LS O.C. 2ND FLOOR APA RATED PLYWOOD TO EXTEND TO TOP OF TOP 1-1/4' 20 GAGE STRAP W IS/R. 6 - ad NAILS O EACHSTU EACH6ENDAILST PLATE, EN) - TP ADDITION (MAX. 460: F SHEATHING TO OxER LAP BOX BEAM - TOP a BOTTOM. 2 x 4 016O.C. SNOS VERIFY IN THE RELD EXT'G IST FLOOR EXT'G CRAWL SPACE BASEMENT SECTION ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ADDITION TO THE LLOYD RESIDENCE NY ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 3 & DATE: 08/01/2005 SCALE: NTS 3 CONNECTORS CRITICAL PATH N DWG. NAME A-9 ®� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1- WFCM ADDITION o TO THE Joint Description Nail Sizes Nail Spacing ROOF FRAMING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" MIN. THICKNESS OR AS NOTED. / 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3V4' MIN. THICKNESS. ALL EDGES OF PLYWOOD TOB SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 0 8'-0" O.C. MIN. PROVIDE 2` SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, stairs etc. ) OR AS NOTED ON DRAWINGS. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5 -IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NI SHALL BE GALVANIZED. X = 9 Rd 55 N o J o g 9 o 3 Rafter to Top Plate (Toe -ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) Ceiling Joist to Top late Toe -nailed Ceiling Joist to Parallel Ra ter (Fa e -nailed Ceiling Joist Laps ov r Partitons Face -naffed) Collar le to Rafter Foce-named) Blockin to Rafter a -nailed Rim Bogard to Rofter yEnd-nai ed) 4 - 8d n/ n� n/o n/a 2 - 8d 2 - 16d per rafter per joist each lap each lap per tie each end each end LLOYD WALL FRAMING RESIDENCE SOUTHOLD NY Top Plate to Top Plate (Fay -nailed) Top Plates at Jntersections) Face -nailed) Stud to Stud ((Face -nailed to Header (Face -nailed) Top or Bottom Plate to Stud (End -nailed) Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face -nailed) 2 - 16d 4 - Ifid 2 - t6d 16d 2 - 16d 2 - l6d 2 - 16d 2 - 16d per foot joints -Poch side 24 O.C. 16" o.c. along edges per 2x4 stud per 26 stud per 2x8 stud per foot ARCHITECT FRANK UELENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEE 631-477 8624 FAX: 631-477 2997 OWNER PATRICIA LLOYD 605 RD LANE SOUT 19 E U r �w' E<<F Q� f1 l FLOOR FRAMING Joist to Sill Top Plate or irder (Toe -nailed) Bridgqing to foist Toe -nailed Blocking to Joist 4Toe-mile Dlockinq to Sill or Top Plate ( Toe -nailed) Ledgger strip to Beam (Fa -nailed) Jarst on. Ledger to Heom c(Toe-palled) Band Joist to Joist (End -nailed) Band Joist to Sill or Top Plate (Toe-noiled) 4 - 8d 2 - 8d 2 - 8d 3 - 16d 3 - 16d 3 - 8d 3 - 16d 2 - 16d per joist each end each end each block each joist per joist per JJoist per 'Toot ROOF SHEATHING Structural Panels Diagonal "Doan Sheathing " 1, x 6 ,or 1 x 8 1 x 10 or wider 8d pp 8d 3 - 8d 4` o.c. perimeter zone other 6 " o edges of panel, 12" o.c. interior of panel per support per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. CLUNG SHEATHING Gypsum Wallboard 5d 7" edge / 10 field WALL SHEATHING 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO" OR APPROVED EQUAL. FOR s Structural Panels Fiberboard Panels 7 / 16" 25 / 32 8d 6d 8d 6" edge / 12" field 3" edge / 6" field 3" edge / 6° field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CUPS AT ALL PERIMETER JOIST TO GIRDERGypsum CONNECTIONS. Wallboard Hardboard Particleboard Panels 5d 8d 8d 7" edge / 10" field 6" edge / 12field 6" edge / 12' field a g m 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD-I-DEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x6" or 1'x 8" 1" x 10 or wider 2 - 81 3 - 8d per support per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEA STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALVANIZED MACHINE BOLTS ® 12" O.C..Nailing Y< ©� s $ SAYE: 08/01/2005 F ooR SHEATHING Structural Panels 1" or less greater than 1" Diagonal Board Sheathing " 1" x 6" or 1"x 8 1` x 10" or wider 8d 10d 2 - 8d 3 - 8d 6; edge / 1?° field 6 edge / 6 field per support per support SCALE. NTS Nailing Schedule Framing Notes OK. NAME requirements ore based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities nailing requirements for structural members sholl be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheothirq is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - Tbd nail per foot. A - 10 ON. NO