Loading...
HomeMy WebLinkAbout30029-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31406 Date: 01/23/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1050 BAY AVE EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 31 Block 8 Lot 16 Subdivision Filed Map No. Lot NO_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 21, 2004 pursuant to which Building Permit No. 30029-Z dated JANUARY 22, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION & ADDITION WITH A DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & PER CERTIFICATIONS OF F.W. UELLENDAHL, ARCHITECT. The certificate is issued to MICHAEL A & KATHLEEN SZYMBORSKI (OWNER) of the aforesaid building. SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2022254 10/28/05 PLUMBERS CERTIFICATION DATED 01/19/06 GREENPORT PLUMB.&HEATING Autoriz d Signature Rev. 1/81 r`p.rl�iLCinit Form No.6 TOWN OF SOUTHOLD ..JAN Z O BUILDINGTOWN HALL DEPARTMENT 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. Crl4G' L!! New Construction: Old or Pre-existing Building: �l (check one) Location of Property: 7' 6'-el A-! House No. Street Hamlet Owner or Owners of Property: �!!C!f"��G ,`) ��� 12 K! !i kfp77E7 I&a)K J ` YfIL' 125C( Suffolk County Tax Map No 1000, Section Block G154 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. !�n) ZZ Of Applicant: 1 ! ,;k Health Dept.Approval: A/;") Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V . (check one) Fee Submitted: $ Applicant Signature cad 3 ) y0 � OrRnrJ@�rJ-c rL3fL3 J�rJrJ�riIF1115,511111111111 rr�1! 11c InnrJ�rJrP c nrJc I�rPrJrJ�r�rl�nrJ�rJ�cnMpLrL3nr.PFJ'r3r3PrJrJ�rJLPLPLcPJPON o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 Q.C. ELECTRIC INC. MIKE SZYMBORSKI 5 P.O. BOX 518 1050 BAY AVE. 5 Ccj LAUREL, NY 11948-0518, EAST MARION, NY 11939 rj 5 Located at 1050 BAY AVE. EAST MARION, NY 11939 5 r5 Application Number: 2022254 Certificate Number: 2022254 �5 Section: Block: Lot: Building Permit: BDC: nsl1 5 Described as a Residenti I 0-5.99 yare ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, descri etl below, located in/on the premises at: 5 5 First Floor, kitchen/dining, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S C5� 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 Day of 5 28th October,2005. �5 5 Name QTY Rate Rating Circuit Type S f55 Miscellaneous 5 � kitchen/dining room SAppliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 L5Wiring and Devices f� 'J Outlet 14 0 Fixture l 5 5 Fixture 14 0 Incandescent 5 Outlet 18 0 General Purpose 5 Receptacle 12 0 General Purpose 5 5 Switch 6 0 General Purpose 5 5 Dimmers 4 0 5 Paddle Fan 2 0 5 Receptacle 3 0 GFCI 5 5 seal 5 5 5 5 1 of I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Cj 5 S O rJrJrJ�rJ—rJ—r nrJ—�nrJ—r rL3rJ�LrLPLrJ�r3rJf3PLr3rL3rJ'3 O =o�tgUFfO(,tco�� Ca : Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�o� ���� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / p Building Permit No. -fie 0 Owner: ? ys 43 ors/<% (Please print) Plumber: 61h1t r1Z_ /yf{ye2>°�✓S/<i �/2t*✓h�aorT /�/�-�"���1, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) Sworn to before me this day of 200 Pti r�lf G t II Notary Public, County i �5 �tr_w1:rk i j ii. � .ionk Pues hN.13,_�9g y 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. 30029 Z Date JANUARY 22 , 2004 Permission is hereby granted to: MICHAEL A SZYMBORSKI 1050 BAY AVENUE EAST MARION,NY 11939 for ALTERATION & ADDITION WITH DECK TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1050 BAY AVE EAST MARION County Tax Map No. 473889 Section 031 Block 0008 Lot No. 016 pursuant to application dated JANUARY 21, 2004 and approved by the Building Inspector to expire on JULY 22 , 2005 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 y® IAN 73T14 Frank W. Uellendahl Archhed PO Box 316, Greenport,NV 11944, tel:631.477.6624 fax:631.477.2997 email.4uellertd@optonline.net January 23, 2004 Client: Michael Szymborski 1050 Boy Avenue East Marion, NY 11939 BUILDING PERMIT APPLICATION Addition with new Deck to the Szymborski Residence in East Marion, NY, SRM# 1000.31-08-16 DECK STRAPPING CERTIFICATION The proposed deck will support a live load greater than 40 PSF. The deck height is approximately 1'-9". The 44 pressure treated posts will be securely fastened to the concrete Footings with 44 wet post anchors. The double 2x10 girders will be bolted to posts with two 1/2"x8 galvanized carrage bolts. All joist-girder connections will have tie-downs. The 2x10 ACQ ledgers will be flashed and securely anchored to primary structure. I hereby state that the information provided above is true to the best of my knowledge. pAED ARC UEC(FL�i, � ;, • Pyla , Funk Uellendohl 0216fa v, OFNE Copy: Building Departnrent Michael Szymbomki Frank W. Uellendahl Architect PO Box 316, Greenport, NY 11944, tel 631-477-8624, fax 631-477-2997 e-mail: fuellend@optonline.net January 20, 2006 Client: Michael Szymborski 1050 Bay Avenue East Marion, NY 11939 BUILDING PERMIT#30029-Z Addition to the Szymborski Residence in East Marion LETTER OF CERTIFICATION—DECH CONSTRUCTION The deck was constructed months after completion of the proposed first floor addition. When the contractor resumed work on the deck he neglected to contact the Building Inspector for the required foundation and framinglstrapping inspections. He instead finished the deck construction. At various visits to the construction site I was able to inspect the construction progress at all stages : the poured Sonatube footings, the deck framing as well as the deck stropping. All work was done as per architect's plans and specifications. I hereby state that the information provided above is true to the best of my knowledge. Uc jr ni •� f K, l I Fronk Uellendahl Copy: Building Department AMke Szymborski - -- - - - - -r-- PROPOSED mo AM OW - 16-6e'-o e'-0; f t I LEGEND a ADDITION TO THE EXT'G WALL Aw Ko ow / zrla xou9=ffw-'K° _ NEW WWL i ��I ,� SZYMBORSKI (3)2X10 AL0 OW _ -- I_I_ g o RESIDENCE Iwv on �o9E EAST MARION :d II o wnm In e CRINL SPAGf ARCHIIECi 5 _ I. 118 I PA MhSNaa i I Rom 316 Ii "' I"' MO NMMMn NEW GUM. - 917lk11m1 KO I • mn wcml w S RL 631477 66N m6YMm n6 MM9 I FAX 63147/7997 KWE SMA" ML�sz 6'WNp4IE 9➢01 ,lw Am J, 6 W imXp9Tp19WL EXT'G PW Us wax lissm = hL 6314P 1667 o y I o - r --, F- n - -- - -- +-a-4- L -i — -J YJ Lam_ 7t 1- J YI L15 _ ( Ila i BMW V - o 0 WW FOINUAnON/CRANI SPACEROM Nm a m s ns of +hoo9 2lA Mm JM 016 QC. fl-19 IIAMA19T1 � YKN'U SLL I e m ar aN.¢ FOUNDATION PIAN I I'-M'9 6 PoIMMM NMC.W01MC j wn9r j �smruw 9w oeu wr } A - 2 I M.NO Frank W. Uellendahl Architect PO Box 316, Greenport, NV 11944, tel 631-477-8644, fox 631-477-4997 e-mail: fuellend@optonline.net August 3, 4004 Client: Michael Szymborski 1050 Bay Avenue East Marion, NY 11939 BUILDING PERMIT#30049- Z Addition to the Szymborski Residence in East Marion FRAMING INSPECTION Todays's framing inspection passed as for as the structural frame of the addition is concerned. The pressure test of the vent pipe in the kitchen did not pass the inspection and required a repeat test. A toe-nailed connection within the floor construction punctured the white pipe and caused a leak. The damaged pipe was exchanged subsequent to the initial test and a pressure test was successfully conducted in my presence. The contractor will proceed to insulate the addition. I here information provided above is true to the best of my knowledge. F ank Uellendahl Copy: Building Department Mike Szymborskl Frank W. Uellendahl Architect PO Box 316, Greenport, NY 11944, tel 631-477-8644, fox 631-477-4997 e-moll• fuellend@optonline.net August 3, 4004 Client: A M Michael Szymborski 1050 Boy Avenue East Marion, NY 11939 BUILDING PERMIT# 30049- Z Addition to the Szymborski Residence in East Marion FRAMING INSPECTION Todoys's framing inspection passed as for as the structural frame of the addition is concerned. The pressure test of the vent pipe in the kitchen did not pass the inspection and required o repeat test. R toe-noiled connection within the floor construction punctured the white pipe and caused o leak. The damaged pipe was exchanged subsequent to the initial test and o pressure test was successfully conducted in my presence. The contractor will proceed to insulate the addition. I hereby state that the information provided above is true to the best of my knowledge. DEFIED q,9 .0 Q � Trni rank Uellendahl Copy: Building Deportment Mike Szymbomki ho�apF SOUTyo� co TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INU LATION [ ] FRAMING / STRAPPING [PI FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IN_ -E TION REMARKS: ` DATE !Y INSPECTOR 3oo2- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION IST [ .- OUGH PLBG. [ ] FOUNDATION 2ND [ ,4INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1` C DATE INSPECTOR TOWN OF SOUTHOLD PROPERTY RECORD CARD /Aj _ y OWN/}ER �j I SZ }� � STREET � S VILLAGE DIST.' SUB. LOT �g F qRMER OWN N E ACR. tLZC.�C l"ji /. ✓1W ooc i+ at*prr e wr S W TYPE OF BUILDI G RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ^V, d . 411?117f +j 'ZL '))J� - F 1 " 0 -L /zoos 60 - S �� 000 I AGE BUILDING CONDITION NEW NORMAL , I BELOW ABOVE i O I c) V V 9 FARM Acre Value Per Value Acre Tillable 7 Tillable 2 Tillable 3 — Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD 7 (off' ( House Plot DEPTH — r � 0 BULKHEAD Total (DOCK i COLOR TRIM � I rr �•t' I i II I i M. Bldg. x Z <' /J ' yj Q Foundation Bath Dinette) ExtensionBi asement + v , Floors Q K. Extension 1 Ext. Walls Interior Finish + 0 LR. — tt�r'L � I Extension i Fire Place Heatf/ DR. Type Roof Rooms 1st Floor BR. Porch I Recreation Room Rooms 2nd Floo FIN. B. . Porch " f 3 3 y 1 Dormer Breezeway10 Driveway t Garage < 2-E6 t 41, Patio O. B. Total FIELD INSPECTION REPORT DATE COMMENTS O O FOUNDATION (1ST) S :3 x -------------------------------------- FOUNDATION (2ND) z — o ROUGH FRAMING& j PLUMBING D c pSTI / a INSULATION PER N.Y. STATE ENERGY CODE rt FINAL ADDITIONAL COMMENTS N 7 dQ QS ' Pa tPr �.✓ Zo I 6G - B U =eiw Qrfr,�, o G Z Qf 1 m y O x I � r x d ro y TOWN 0� - ---Th-WD BUILDING PERMIT APPLICATION CHECKLIST BUILDINt, -4WVFMENT Do you have or need the following,before applying? TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check_ Septic Form N.Y.S.D.E.C. Trustees Examined / 120__p Contact: Approved 1190 20 Mail to: -Train` G�e��ElI�GI�l� �Di55 s/6 �/sT' Disapproved a/c Phone: (031. X77. g621f Expiration_',20 O� uilding Inspector 2 APPLICATION FOR BUILDING PERMIT Date �:j-2y-2W2Y Zl 120 C¢ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments.or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removni or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, hoPiz lations, and to admit authorized inspectors on premises and in building for necessary inspections. S ature of applicant or name, if a corporation) �v oP-T Wr 11`244 Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A2L N J I-&C-T Name of owner of premises 1111CKReL S rFl13Cr25Kl 9 KATtJL45-EIi 00/-,9 U -5?ybyeaesl< (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ;02 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /09C /3"DY jei0-1-)l /CJ y' House Number Street Hamlet County Tax Map No. 1000 Section Block CB Lot 1lP Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed const, ion: a. Existing use and occupancy .,2E�,/ 71,9 t- b. Intended use and occupancy 14267V'77,9 L 3. Nature of work (check which applicable): New Building Addition,/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost ✓?5 Fee /Sd,_ (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor_lUe> 9 If garage, number of cars ti/-) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Ulf 7. Dimensions of existing structures, if any: Front 3gI Rear 38' Depth 2¢r Height v /�' Number of Stories / Dimensions of same structure with alterations or additions: Front Sof Rear /9,2 Depth 3c,'� ' Height v /•21 Number of Stories / 8. Dimensions of entire new construction: Front 364 Rear .3B Depth 3S• S Height y /� r Number of Stories / 9. Size of lot: Front 75.Or�` Rear Depth 10. Date of Purchase �/5 i') Name of Former Owner j1Z A?F{ P7�G�G�7 11. Zone or use district in which premises are situated e- 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 V"/NO 14. Names of Owner of premises H4K Address/oSo &w y,90 6;.(MePhone No. 613 472./e�' 7 Name of Architect >TGu/c G/e/%ir oL1/' Address Ai3&3717 f Phone No 613,477,gGZ� Name of Contractor 4�ewrel f GGiGrlrea75 f Address ;�18 /2 9 kw>xc/c/Phone No. &,,3. 7(69. 12,51 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V1 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Jc'FF04 T-PA>JJK It) GrCGLEAXQY91-(c- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the '41eC 1-hi72FG7 (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 r l � day of t ie�20 Notary Public Signature of Applicant NOTARY PUBLIC Stattee of New York No. 0 B0602093 Qualified in Suffolk Coi1•nty Term Expires Mach 8 90 7 (2)2xIO ACQ GIC Ee-- — -- -- -- ------ - I m PROPOSED LEGEND o ADDITION ro'-s' / s'-o' s o o TO THE x FOOTINGS FOR DECK �-� 2X2 LEDGER - ACO EXT'G WALL (1; 2x10 ACO GIRDER / 2X10 NOOSE BEAM =ACO= =_ __ = I- I - I, ' _ NEW WALL a ON 04 ACD POST I ON 1'-0' 01A. SONATUSE I i 3'-0*COVER, TYP. �- - - - - - - -- - - - ------ -- SZYMUORSKI VENT ' RESIDENCE ESIDE(� I FOOTING ADDED :' (3) 2x10 ACO GIRDER i i - {�} o 1�2VENT EAST MARION NEW DECK ABOVE VENTED CRAWL SPACE of � — o IIW o ARCHITECT I N FOR W���CRWOMM SPKE N o FRANK POBON033116 EW WWN TO BE NEW cRTEEL: 631'-47718624 2X2 LEDGER - ACD I I I DUOUMD x}HE FED � I � FAX: 631-471 2997 2X10 HOUSE BEAM - ACD -- ---- ! OWNER MICHAEL SZYMB'J O 8" CONCRETE BLOCK %— 1 EXT'G � KATEDDS-BBAAY AVENUE FOUNDATION I FOUNDATION WALL �iI L/V ,.�- EAST MARION, NY 11939 (� l� TEL 631-477 1667 UE CF lj CD — ' ® Z5 E:lW N y ) �1 V/✓ I 11 r � of ml Tal tze a F— — 7 L ---- +-o-- - -- ------ - e-�---- -------+ -fl--i-- -- -- ---- -- ----- ---- - - o �I 1'-6• - L-�_' 1•_3• L J 7'_2" L 7'_4" L- 1'-s' I GARAGE W N N i XENENT I j NEW FOUNDATION/CRAWL SPACE 1I DATE: 01/22/2004 o 3/4" S010OR, NAILED AND GLUM 2X8 FLOOR JOISTS® W O.C. ! o R-19 INSULATION 2"X6"ACO SILL "s ` 2"CONCRETE DUST COAT ;a FOUNDATION PLAN '^ 6 MIL POLY VAPOR BARRIER ON COMP. CRAVEL 57< I V-4' X 8"POURED CONC. FOOTMG W/ KEYWAY Ski SEAL a DWG. NAME TERMITE SHIELD A - 2 . 8 DWG. NO FLOOD 7 ONYT-.1-- ALL CONSTRUCTION SHALL COIVIP�_ 1, 46" MEET THE REQUIREMENTS OF THE FIL001) iJANIAoi-I P`4, . EN" ION CODES OF NEW YORK STATE. SOUTHOLD TOWN ujDE. PLUMBER C& --Inry ON LEAD CON "; ,_ 'E CERTIFICATION OF CERTIFICATE b., ; ;­'VCY NAILING & CONNFCTIONS SOLDER USE-,) /N VV�, iLH REQUIRED. SGPT-1 Y�*,Y.S7EM CA NNO T EXCEED 2,10 ,,-)Fl% LEAD. PLLJl,M,INV73--E ALL PI.- W- COMPLY 'APTH ALL _C`F'ES OF TESTING NEW YORK -4 TO.VN i"ODES AS REQ(,,�ir*L,; A',,.-_ (_',N')lTI0NS OF ` Pmnn WITH 00 NO '7r:c! FRAM ,.-V OF FCL A D HAS BEEN N.Y S, AP ROVED AS NOTED DATE: I B.P. NOTIFY BUILDING DEP TMENT AT 7WIS02 s AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: UVoijjjb �Sb'u,hMd3GNn 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH . FRAMIN'7 r.''VISING & INSULATION OCC UPAVCY OR 4. FINAL - CONS_ 10N MUST BE COMPLEl `o7l L.O. USE IS W--JI-AWFUL ALL C0N".;7RLJ,­,Tl0N SHALL MEET THE REQUIREMENTS OF THE CODES OFNEW YORK STATE. NOT RESPONSIBLE FOR WITHU I CERTIFICATE DESIGN OR CONSTRUCTION ERRORS- OF OCCUPANCY IAN 9 3. 9nn4 Frank We Uellendahl Arehlled PO Box 316, Greenport, NV 11944, tel:631.477.8624 fax:631.477.2994 emailfuellend@optonline.net January 23, 41704 Client: Michael Szymborski 1050 Say Avenue East Marion, NY 11939 BUILDING PERMIT APPLICATION Addition with new Deck to the Szymborski Residence in East Marion, NV, SCTM# 1000-31-08-16 DECH STRAPPING CERTIFICATION The proposed deck will support a live load greater than 40 PSF. The deck height is approximately 1'-9". The 4x4 pressure treated posts will be securely Fastened to the concrete footings with 4x4 wet post anchors. The double 4x10 girders will be bolted to posts with two 1/2'x8 galvanized carrage bolts. All Joist-girder connections will have tie-downs. The 4x10 ACQ ledgers will be flashed and securely anchored to primary structure. I hereby state that the information provided above is true to the best of my knowledge. LIEQP `Y'A Ott f�nk Uellendahl tip, 021b- OFI% Copy: Building Deportment Michael Szymborski rs0090 LANG All. LE*, 9` * Z L 9 7r 33698 Gf NEN VCP V Y /Y/IC yt/•oy,Y,soet/ a � it/,53'y7' 2oyE /5o•oa' �' 0 Nitto Frv»e o GMurA�.s � I L .a o: O , N � 7 if//F T/�LGC l�C�A� /KYLE$ e-7 .3trPVEy,Sbe•Al/CH�EL �,✓�ZYM.�ie.�•�'Y�.�AT.S�LFE•t/A. ��' •��•ri' IZ1Cpi1/— S2yM.�RS.C� P•o..�sc?u/B LOC.9T/onI•E93T�•� ani/ o�'Y.V F OrJT.stiLO N. Y /��T� �/,ORiVi4JT+rEGT•�/C.i'i9BG�•�✓'ZyM.8oR5/�y.S�XATHtEEiVA,�aLArS�✓f ZYM.�.�3.!'�/�T�'c�"' l Y/n/ N/cGI'NEIV!/ F F/•06'!✓T NA /cW,9L i GB .V�d G�d.M+O,I�.v �a 1 1 .:q> u�it 'ay.+a � .�M�... ., aty:` � �• atw:�. .A.. •-• ..§, •wr..,e t rs �'a'-.. .-r - ...,yam. � p. �+'. �F "tea✓' .art p..��r "`'"�'^"�=,� �r.,�. yt a, .y • n� t,f o. REScheck Package Generator Compliance Report YY Location: Suffolk, New York Construction Type: Single Family Heating Type: Non—Electric code: New York State Energy Conservation Code HDD: 5750 Builder Name: CLEMENT CHARNEWS JR. Date:01/20/2004 Builder Address: 52180 ROUTE 25, SOUTHOLD, NY 11971 Building Address: 1050 BAY AVENUE, EAST MARION, NY 11939 Submitted By: FRANK W. UELLENDAHL Phone Number. 631.477.8624 PROPOSED • Glazing Area 100 X 99.6 * 691 = 14.41% 15.0% Glazing Area Gross Wall Area Proposed Glazing Area Maximum Glazing Area R-Value Description Comments Proposed R-Value Minimum R-Value Ceiling R-38 R-38 Wall Cavity UPGRADED R-21 R-17 Wall Continuous R-0 R-0 Floor R-19 R-19 U-Factor Description Comments Proposed U-Factor Maximum U-Factor Window U-0.35 U-0.35 Door Front door exempt U-0.35 U-0.35 Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, specific ti 11511 and other talc lations submitted with the permit application.The proposed building has been designed to meet the require a sof t Ne State Energy Conservation Code. fsk W. UELLGtJVP(AL A2c:Ir! of BuiMer er ny Name t Date ED ,4 ,UE44 X, 1�kN 'U. 0216 oFNEw�o 1 GENERAL NOTES DESIGN CRITERIA: PROPOSED ADDITION TO THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSE BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. 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 3000 PSI WEATHERING - SEVERE SZYMBORSKI FROST LINE DEPTH - 36 3. ALL LUMBER SHALL BE GRApE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY q LARCH STRUCTURAL GRADE OR BETTER. DECAY - SLIGHT RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES STAIR AND FLOOR OPENINGS POSTS AND PARALLEL EAST MARION PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 5. BRIDGING BSPROVIDENDOIFOR ALL STS AND FOR 1&2- FAMILY HOUSE PRESCRIPTIVE DESIGN METHOD. 0 6. ALL DIMENSIONS AND GCONDITIONS TO BE ARCHITECT VERIFIED BY CONTRACTOR S PRIOR TO START OF CONSTRUCTION AND ORDERN OF MATERIALS. THIS WINDBORNE FRANK UELLENDAHL FOUNDATION HAS BEEN D IGNED FOR A SOIL o P.O.BOX 316 BEARING CAPACITY OF TWO 22 TSF AND GRADES DEBRIS PROTECTION SCHEDULE GREENPORT, NY 11944 LESS THAN 5%. CONTRACTOOR SHALL VERIFY THAT EXISTING 9 TEL: 631-477 8624 THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS FAX: 631-477 2991 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WO SCREWS, OWNER 7. All HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION MICHAEL SZYM�2SKI BY NIMUN I OLE 2-2x8 PRI OR. ALL HEADERS TO BE KATE DOL w-s2YMBoasKl 1050 BAY AVENUE EAST MARION, NY 11939 8. PROVIDE RESTOPPING AT ALL LEVEL WINDOW SCHEDULE - - - - - - - - - - - - - - x -4 66 RED ARC 9 CHIOVIDE IJNEYS SKYLIGHTS, EXTERIOR MORS, WINDOWS E ( �' AND DECKS ETC.. ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED 10. 00 NOT SCALE DRAWINGS. WINDOWS ARE ANDERSEN PRODUCTS. SCREENS TO BE PROVIDED FOR ALL WINDOW/DOOR OPENINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ' + ENGINEER ARE NOT RESPONSIBLE FOR THE Mark Site Description Quantity INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION PRbJECT. FEDERAC STATE W-1 PS 6R Perma-Shield Gliding Patio Door 2 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE W-2 2446 Norroline Double-Hung 2 NEW EXT G PROPOSED SHALL BE THE RESPONSIBILITY OF THE § o CONTRACTOR. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHAH NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. s 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. DRAWING SCHEDULE ONE-STORY ADDITION - DINING ROOM EXTENSION g 14. ENGINEER RPRIOR TBOEAND DURING CO STRUCN WRITING DON L FOUNDATION WITH CRAWL SPACE 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES PROPOSED DECK DESIGNED AND SPECIFIED BY OTHERS. A-1 SIZE PLAN A-2 FOUNDATION PLAN A a i'-0" 2004 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-3 EXISTING 1ST FLOOR PLAN - DEMOLITION PLAN W SCALE: 114' = INSURANCE NECESSARY TO PROTECT THE ENGINEER A-4 PROPOSED IST FLOOR PLAN AND OWNER. A-5 CROSS SECTION o TITLE SHEET 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-6 PRESSURE ZONES - CRITICAL PATH - CONNECTORS General Notes UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-7 NAILING SCHEDULE - FRAMING NOTES BUILDING PERMIT APPLICATION Design Criteria A-8 PROPOSED SOUTH ELEVATION A-9 PROPOSED WEST ELEVATION JANUARY 22, 2004 s DWG. NAME FRANK W. UELLENOAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 A - 0 DWG o`� . Na PROPOSED 7� �J o FF ADDITION r SCTM# = 1000-31-08-16 Y TO THE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK i i I i i SZYMBORSKI RESIDENCE � I EAST MARION I I I i I I � i ARCHITECT I m FRANK UElLEN@WL a P.O.BOX 316 z GREENPORT, NY 11944 TEL 631-477 9624 I FAX: 631-477 2997 OWNER /O NEW PORCH i MICHAEL SZYMBORSIO KATE DOW-SZYMBOR9O ADDITION 1050 BAY AVENUE - I s EAST MARION, NY 11939 EXT'G RESIDENCE I 77 1667 IL ' i > EXYG 9 GARAGE E o I i I 8 w i O I j I I d I j I i I I I I I = I I I I 9.9' 38' 24' 3.1' I � I i I I I j I r I c N I I 1 I o 0 I I w I I i sg DATE: 01l22/2054 I z W SCALE: 1/32° = 1'-O' 3 SITE PLAN ROOF PLAN SITEPLAN DWG. NAME �- -- -- -- -- -- -- -- -- -- -------- -- - -- ---- -- -- ---�- -- ---- -- -- - ---- ----- -- -- ---- A - 1 BAY AVENUE BAY AVENUE DWG. NO e� t -- - -- - -- -- -- o- -- -- -- -- - -- -- -- - - -- - iO ACOaRLa -- - -- -- - - -- PROPOSED - -- (z)i� 4� LEGEND ADDITION 1161 9_3. o — — _ — 3s" o. TO THE —----- -- — — --- -- .—_7_ _ FOOTINGS FOR DECK 2%2 LEDO -ACC $ 1 T _0EXT'G WALL x (z) 2,10 ACO GIRDER z%w Na sE BF1N -ACO —� NEW WALL a ON 4X4 ACO POST -- -- -- - -- - -- --' 1 ON l'-O'DIA. SONATDBE - t N 3'-G" COVER. TYP - - - - - - - - - SZYMBORSKI 13 0--+ VENT RESIDENCE _ - -- -- -- -- -- -- 3 -- -- -- -o -- -- - I in VENT-/ EAST MARION NEW DECK ABOVE vfN1Eu CRAWL SPACE o o 0 1 ARCHITECT 9 FRANK UELLENDAHL 1 x , PREPNE 16'X 24'OPEINNG m AN VMLATION ! T, NY X 316 N FOR Aon TO CR9&'ACE NEW s CREENPORT, .D 11944 EXACT LOCATION TO HE TEL: 631-477 8624 1 2%2 LEOCER -ACD DETERMINED IN THE HED j FAX: 631-477 2997 1 , 2X10 HOUSE BEAM -ACO -{- -- -- -- -- -- -- -- -- - - - – - OWNER MICHAEL SZYMEIORSKI e'CONCRETE BLOCK EXT'O KATE Di 50 BAY AVENUE I FOuDN WALL /� ! 3 EAST NY 11939 x A 7 .UEL _ — o 0 1 _I o S ti 2 �(3) 2118 ORDER -- --� r -1 - -- -- t O -- -- - -- -� � -- -- -- -- - -- -- - --F-A -- - - -- -- -- � s _I 'I d y n. L –1 7'-3" 'L -L 7'-2' !-- -r 7'-4' 7'-5" 1'-6 _— - ----- --- --- -- N -- - - ---.– _._ .._._– ... _. m GARAGE BASEMENTcj o I NEW FOUNDATION/CRAWL SPACE // �g DATE: 01/22/2004 2k8 FLOOR JOISTS 0 ' D.CGLUED SCALE: 1/4' = 1'-O" o R-19 INSOLATION 1 ca o 2'X6"ACO SILL o N 2' coNCRETE Dusr COAT ; FOUNDATION PLAN x 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL w 1'-4* • POURED CONC. FOOTING W/ KEYWAY SILL SFAE TERMITE SHIELD DWG. NAME I DWG. NO A - +- e� PROPOSED LEGEND o ADDITION TO THE EXT'G WALL x NEW WALL a b REMOVED WALL a SZYMBORSKI EO RESIDENCE z EAST MARION a 3'-01/2" a' 15'-11/2" ARCHITECT 9 FRANK UELLENOML 4 o P.O.BOX 316 -- - GREENPORT, NY 11944 _ — — — — TEL: 631-477 8624 ISI s FAX: 631-477 2997 I a OWNER -44444 F r MICHAEL SZYMBORSKI KITCHEN KATE )1050 BAY BEDROOM ° 145 NET SG ;o ! 1050 BAY AVENUE a,! CLC.HGT: 8'-0' CLG.HCT: B'-0" o, EAST 11939 UELZRyti ffi BREEZEWAY e y�c E::] 0 0 I �q 0 GARAGE Orr fill BEDROOM 2 BEDROOM 3 LMNG ROOM123 NET SF 103 NET SF 228 NET 8SF 'CIG.HCi: 8' D" CLGHGT: 8'-0' CLGHGL 8'-0" o �I _ g o O DATE: 01/22/2004 I SCALE: 1/4' = 1'-0° 3 EXISTING IST FLOOR PLAN DEMOLITION PLAN 6'-1" Aa $ DWG. NAME 36'-0' 4- A - 3 W. NO -- -19'-2 -- PROPOSED 3'-2 t/2' 2'-6" 4 1(,2 6-0' 4.1 2-6 -7=2-1/2 6' LEGENDo ADDITION -- ---- -- - = TO THE --- - - -- --- EXT'G WALL -_— 2452 vs w ! zest ® NEW WALL U Y # REMOVED WALL w _ - NEW LIVING AREA: 220 SO.FT. QMBORSKI NEW DECK AREA: 405 sD.P. RESIDENCE _ v --- NEW DECK — — DINING ROOM EAST MARION _.- 405 NEL SF L 190 NEL SF j -- -- - - --- -- �� o CLG.HGT: B'-0' o , ARCHITECT - -- —_--- -_-- — . -- `u 3'X 8.25" RUSH GLUEO-LAMINATED BEAM FRANK UELLENDAHL r _ 2 JACK STUDS EACH EtNI o P.O.BOX 316 • _-- —, - -- -_ --.—. j GREENPORT. NY 11944 rj3'-2 t/2" 3'�" 4 1/2" 8'-10 1/2" 4 1/2'1'-10' - - TR: 631- 77 8624 �' _- L w FAX: 631-477 2997 (2) 2X4 POST (2) 2X4 POST j OWNER MICHAEL SZYMBORSKI KATE DOLAN-BAY BORSKI - I I III I 3 AVENUE EAST W", NY 11939 TEL: 631-477 1667 BEDROOM I o KITCHEN103 ( E o CLC.HGT: 8'-0' CLG.HCT�8' -0' of - n BREEZEWAY 0 2 a I - - - ' $ <+ _ 3-6• - -- 11,_7 1/2. '? ^7-7VL _ (2) 2X6 HEADER I JACK STUD EACH END ! 5 ry1 �I GARAGE -' - - - - s - - - o I - BEDROOM 2 I o BEDROOM 3 LIVING ROOM s 123 NET SF 103 NET SF 228 NET SF CLG.HGT: 8'-0" CLG.HGT: 8'-0" I CLG.HGT: 0'-0' - LBLB DATE: 01/22/2004 SCALE: I/4' = 1'-O' - ( 3 IST FLOOR EXISTING PLAN S DWG. NAME M ANCE A - 4 DWG. NO 0� PROPOSED ADDITION TO THE xV W ROOF VENTING THROUGH EXISTING VENTS END CIES SZYMBORSKI 40 YR ARCfIL GRADE ROOF SHINGLEE ON 15 LDS FELT FOLLOW12O MANR GOON: 6 N GUIDELINES FOR IREO.U.IATION: RESIDENCE IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D W COX PLYWOOD SHEATHING � 2 8 ROOF RAFTERS 16" D.C. o V-O" VENTED ROOF OVERHANG EAST MARION CEILING 12 3 R-30 INSULATION 2k8" CEILING JOISTS ® 16" D.C. 5/8° GYPSUM BOARD oARCHITECT VEM 01 -0" I!'_ 9 FRANK UELLENDAHL 00 GCO4 �l7FR gpW WALL o P.O.BOX 316 2'X6' 16' O.C. GREENPORT, NY 11944 EXISTING 2 5/N 8' COX PLYWOOD 631-477 ATTIC xex SUNG FELT F0. 631-477 2997 IC 2x4 sows•16'a.c. ® ig'OC VINYL SIDING TO MATCH EXISTING CONDITION 1RIMWORK TO MATCH EXISTING OWNER R-21 INSULATION 3"X 8.25" FLUSH 2°X6' C.J. ® 16° OC w/ R-38 INSULATION 5/8' GYPSUM BOARD MICHAEL SZYMBORSKI o GLUED-LAMINATED BEAM (2) 2'%8' HEADER � KATE D1050 BAY AVENUE I 2 JACK STUDS EACH END FLOOR ARI BAY AVENUE 24'-O" t I 6" 3 EAST MARION, NY 11939 HARDWOOD FLOOR TEL 631-477 1667 3/4' T8G SUBFLOOR, NAILED & GLUED 2x8" FLOOR JOISTS ® 16' O.C. FIEF AR o e c 'o R-19 INSULATION U ( F m 2'X6' ACO SILL rs w TERMITE S� EXISTING PROPOSED ;o o SILL SEA LIVINGROOM DININI G ROOM CEDAR DECKNNG I_ I T/FIN.FL. DECK FOUNDATION 2'X8° F.J. 016' aC w R-19 INSUTATI(ON (2) 2X10 AGO GIRDER 0 1 5/8nchor bait ON 4°X8 ACQ POST ;J5 rebor in ON 1'-0" DIA SONATUBE NEW 5°C0^of block FOUNDATION/CRAWL SPACE CRAWL SPACE ' 5�8' ANCHOR BOLTS fi'-0' O.C. w 8 SOLID OR FULLY GROUTED MASONRY WALL _s 1/2' PARCHING W/ AITUMINGUS COATING EXISTING 1'-4" X 8' POURED CONC. FOOTING W/ KEYWAY BASEMENT ' 2' CONCRETE DOST CMT 8' 6 MIL POLY VAPOR BARRIER ON COMP. GRANULAR FILL 0 — FOUNDATION NOTES Exterior wall shall be supported on & LATE: OI/2212004 continuous solid or fully grouted masonry . SCALE: I/4" = 1'-0" Continuous poured concrete footings shall be supported on undisturbed natural sails = or engineered fill 3 CROSS SECTION EXTr G NEW Foundation wap shall be damppraafed from Ne tR of the fao8ng to the finish grade: gDWG. NAME - I�[ parfland cement parching with a CROSS SECTION A—A Ntami^°as `anting A _ 5 DWG. NO PROPOSED CONNECTION REQUIREMENTS ADDITION 0 r TO THE I ROOF RAFTER CONNECTION REQUIREMENTS \ WFCM TABLE 3.3 - 12 ROOF SPIN, 16 SFAX, MEW ROOF IMT i5 ICE SHIELD UNDERLAYMENT � REQUIRED - 24" FROM EDGE I CDRNECTOR UPL67 LOAD: 427 PLF X 0.8 =342 PLF I COKCTOR LATERA LOAD: 339 PLF X .8 = 271 PLF HURRICANE CLIP CON 90R SKEW LOAD: 280 PLf X 0.8 = 224 PLF SZYMBORSKI TYPICAL. ALTERNATE U HURRICANE CLIPITUSE OF , RAFTER TO TOP PLATE RESIDENCE SIMPSON H3 LATERAL AND SHEAR CONNECTION o WFCM TABLE 3.3 A - (PRESCRIPTIVE AT.TO TABLE 3.3) - 8 FT WALL W04T � EAST MARION 3-8d COMMON NAILS (TOENNLED) REOUlRED IN EACH RAFTER AND TOP PLATE Li SIMPSON H2 HURRICANE UPLIFT STRAP CONNECTION REQUIREMENT CLIP NAILED. FROM PROVIDE 8d COMMON ROOF TO WALL o ARCHITECT TYPIIRAFCAL AOLL RADFTERS EXTERIOR EDGE OF TALL WFCM TABLE 3.3 B - (PAESCFM ALT. TD TABLE 3.3) - 12 FT ROOF SP � FRANK UELLENDAHL 5 - 8d NAILS EACH END SHEATHING. 4-6d COMMON NAIL$ IN EACH END DF o P.O.BOX 316 1-1/4" X 20 GAGE STRAP GRTEL631 NY 11944 / � TEL 631-477 8624 APA RATED PLYWOOD TO FpX. 631-4712997 PLATED TO TOP OF TOP 1/ HEADER CONNECTION REQUIREMENTS OWNER WFCM TABLE 3.5 -'—' f CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LDS MICHAEL SZYMBORSM CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS KATE �j p BAY AWff Sq 3 � REOU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS EAST NY 11939_/ 7/ 1 - 1/4' X 20 GAGE STRAP A A / 8-10D COMMUNS INTO HEADER (ti E / 8-100 COMMUNS INTO STUD I RE(APD HEADER CONNECTION LATERAL CAPACITY: 762 LBS y 0 (2) t t/a" WIDE - 20 GAGE-1 / 5-16D SINKERS THROUGH JACK STUD METAL STRAPS AT DOORS FOR 5-16D SINKERS THROUGH KING STUD ` HEADER TO STUD CONNECTION ( I� AND FOUNDATION TO STUD CONNECTLON� / UPLIFT STRAP CONNECTION REQUIREMENT $ \ 1 1/4" 4" WIDE - 20 GAGE ETAL STRAP ® 4$" OC. we MAXIMUM. WALL TO FOUNDATION o z AGO SILL PLATE WFCM TABLE 3.3 B - (PRESCRPTNE N.T. TO TABLE 3.3) - 12 FT ROOF SPAN - TOP OF FOUNDATION , 4-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP WRAP + NAIL STRAP ( 4 - 4d NAILS ) \\ Il W AROUND SILL PLATE a d s AT ANCHOR BOLT t t/4" WIDE - 20 GAGE I ` SILL PLATE TO FOUNDATION ANCHOR BOLT METAL STRAP ® 48" OC. 4 - 8d NAILS R.G. FOR SLIDER ' CONNECTION RESISTING LATERAL & SHEAR LOADS WITH DOUBLE JACK STUDS WFCM TABLE 3.2 A - (PRESCRR4E AT. TO TABLE 3.2) NAIL SHEATHING TO SILL PLATE ad NAILS ® 4' o.c. 5/8" ANCHOR BOLT ® MAX. 72' O.C. g :.�.:..t�i_: ,.t:`;- ..t t",<•3 .�. . �.x� .....i•;-�}k'..:�,7 � o 2 x 6 SI PLATE '~'t.�-: =`%,•� -+.<'�--�?�•'�i^"+•;;*��:•,�f=-�'�••?:� �.��%:,•�• �-•=•tom -�~`:-•-�.4�'-•r,.--�- SILL PLATE TO FOUNDATION ANCHOR BOLT •i•'y'.ti:: ; i. _ o R IN ACQ TREATED. " X;ti : �. �' = c:n,} .�;- :,- :.r. - .�: CONNECTION RESISTING UPLIFT a q5 REBA �'e'j .r`�$:T,r t,.Fs -a' -�_7``s�ty...,,. ,1: :i;$;.::• ;:r:;.,V; �:;;; ..,-' >. ,�iY ..�;' �;. +r: ".::L,wl--':i :r:•.•ry',::. ,"„}.:: ��-.I:'IT-'•:t; �sY L” SECOND COURSE OF BLOCK :': �+'-a....:.• - n-ti`•, q, .•r-'. :"..,, . .;`. .,e ... %[ ,:'a...r>>ti''i'i°:i;":�" DATE: Ot/22�2004 :.:r., •cel;,, - •�3`5'i. ::? .k17`:` YACN. TABLE 3.2 B 5/8" X 12" A.B. 72" OG `;�ij a} ...J•S• 2,�'i%1'S_ ',(3!41:1 I R FULLY - 8" SOLD 0 UL . 'f7�'^i! -{•: tJ'', '!ha �iY.,�\Y.iYi:jr ,sj¢ ;-,•. ;.r:- r.;%=.r.,;: SCPLf' i/4' I'-O' w/ FENDER WASHER- _ '.t ?,.�-�'i: �'_ ;%�-% :,.r. =:L ':�• '-�"f Mpl(IMUM ANCHOR BOLT SPACING: TZ TACHES GROUTED MASONRY :r. •" ;�,_:_,; _ �:�^ '' ' ' ri :9:. '=.ti:':yi:EY.'a`✓ :.f:� C`f,^.(,'q'':'C{XQi�:S:.i`��•Ci.'-4:(T"�y',C-`G.: ^;.;iv`<. :i1;':g:. $ ' W V-4" X 8 CONT. FTG, xs.:�y�• .%v'•,';:=�r#-,:, .:t.rJ,�` _ ;?c:'3':r.,r,. ..�y.�,.r=''w..r.. ri;�� :iii" d ' o 3 CRITICAL PATH SECTION ELEVATION CONNECTIONS CONNECTIONS S OK. NAME A - s HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Igo NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing ADDITION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR TO THE BETTER, ROOF FRAMING 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8° X Rafter to Tap Plate Toe-piled) - all Height: 10 It, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter MIN. THICKNESS OR AS NOTED. Ceiing Joist to Top Rlote Toe-nailed n/p per joist Ceilin Joist to Parallel Rafter Fa e-nailed n a each lap Ceiling Jolsf Laps ov r Partitions Face-noied) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nailed) n/a per tie EXPOSURE 1, 3V4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( -nailed,) 2 - 8d each end PLYWOOD 10 BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rofter�End-milled) 2 - 16d each end SZYMBORSKI NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING RESIDENCE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH To Plates at ntersections (eFace-nailed) 4 - 16d joints-path side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face-nailed). 2 - 16d 24 o.c. a EAST MARION MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16" o.c. along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud w AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - l6d per 2x6 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 - 16d per 2x8 stud o ARCHITECT CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 161 per foot m FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, o P.O.BOX 316 stairs etc. ) OR AS NOTED ON DRAWINGS, FLOOR FRAMING s GREENPORT, NY 11944 lig TEL 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Joist to Sill Top Plate or Order (Toe-noiled) 4 - 8d per joist FAX: 631-477 2997 Bridnuing to foist Toe-nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe-nailed 2 - 8d each end OWNER Blockin to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger�t6p to Beam (Foce-nailed 3 - 16d each joist MICHAEL SZYMBORSKI WITH RATED GALVANIZED METAL CONNECTORS BY Joisll on Ledger to earn (Toe-nai ed) 3 - 8d per joist KATE D"-SZYMBORN "TECO" OR APPROVED EQUAL Band Joist to Joist B(End-nailed) 3 - l6d per loot cd 1050 BAY AVENUE Band Joist to Sill or Top Plate (Toe-nailed) 2 - l6d per 3 EAST MARION, NY 11939 x 667 9. NNUROOF SHEATHINGNG SCHEDULE SHALL BE AS PER THE N.Y.S. ARC BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Structural Panels 8d 4" o.c.perimeter zone E ( y SHALL RECEIVE 5-100 NAILS AT SILL AND PLATE. other 6 o.c. edges of ALL EXTERIOR NAILS SHALL BE GALVANIZED. ppanof �ne 2' o.c. interior Cx� 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" Diagonal°Board Sheathing ° 6 or 1 x 8 2 - 8d per support f , o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. I° z 10" or wider 3 - 8d per support INTERMEDIATE. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING g 2 AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE Structural Panels 8d 6" edge / 12° field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Fiberboard Panels TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 7 / 16" 6d 3" edge / 6° field CLIPS AT ALL PERIMETER JOIST TO GIRDER 25 / 32 8d 3° edge / 6 field s CONNECTIONS. ME 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Gypsum Wallboard 5d 7" edge / 10: field PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Hardboard 8d 6° edge / 12" field PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Particleboard Panels 8d 6" edge / 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Diagonal Board Sheathing s AS PER MANUFACTURERS RECOMMENDATIONS. WEB 1" x 6" or 1" x 8° 2 - 8d per support 8 r STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" z 10 or wider 3 - 8d per support o BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4° FLOOR, SHEATHING 4� LVL RIM JOIST SHALL BE REQUIRED AT FLOOR c PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Structural Panels �& DATE: 01/22/2004= 1'- COMPONENTS SHALL BE AS PER MANUFACTURERS I. or less 8d 6" edge / I�" field o SCALE: t/4° = 1'-D'' RECOMMENDATIONS. greater than 1° 10d 6" edge / 6 field Nailing Schedule Diagonal Board Sheathing ° 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIAx` Fin Notes GALVANIZED MACHINE BOLTS ® 12° O.C.. I" z 6°"or I'wider 8 2 - 8d per support Framing 1" z 10 or wider 3 - 8d per support Nailing requirements ore based on wall sheathing nailed 6° on-center at the panel ed e. If wall sheathing rs nailed DWG' NAME FRAMING NOTES 3" on-center at the panel edge to obtain higher shear capacities nailing regwrementstor structural members shalla A be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheothinQ is continuous over connected members , the tabulated number of nails shall be permitted to o DWG. NO be reduced to 1 - I d nail per foot. m PROPOSED 0 ADDITION TO THE V_ SZYMBORSKI RESIDENCE EAST MARION V W ARCHITECT S FRANK UEU.ENDAHL P.O.BOX 316 o GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 12 ® OWNER 3 MIGHAEI SZYMBORSKI KATE D"-SZYMBORSKI 1050 BAY AVENUE 3 EAST MARON, NY 11939 F-D AqC 'C nA i o0A � a PS 6R g s a o S N S O eDATE 01/22/2004 NEW �y EXT'G WEST ELEVATION SCALE: I/4' = 1'-0' F5 PROPOSED x SOUTH ELEVATION 8 DWG NAME �6 A - 8 DWG. NO PROPOSED 0 ADDITION TO THE N 3 V ZV W V_ SZYMBORSKI 0 RESIDENCE EAST MARION ARCHITECT FRANK UELLENDAHL ROM 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 OWNER § MOREL 0WORSKI KATE 001AN-SDW80R% AVENUE 3 9 1111,1111111111111 IIIIIIIIIIIIIIIIIIIIIHIllilli ill Hill Hill 11111111 Ill 11 Q r i � a 2452 PS SR 2452 EXT'G a BREEZEWAY s a DAT V W� oP W N fV III � O EXT'G NEW NEW �y EXT'G WEST ELEVATION SCALE: oy22/2004 PROPOSED x WEST ELEVATION 8 DWG. NAME A - 9 8 M. NO 1%T B-UILD,l T 1N%T LN A�f rT' TD T__1T7 11 Lt�L-1S1-- Applicant/ Date. Owners Name: Reviewed: �Z Architect/ Date Engineer: 7't Submitted: 1 -t SCTM fl: / District: 1,000 Section: Block: _� Lot: Project Subdivision Location: ©b--D Com ' Name: Sin&le & separate Required certification: (Yes/No) Rcy. Rcy. Zoning District: (I of size: �� Actual: , I (Lot coverage hoposed I Req. t Req. , Req. / (Front Pard �_Propossed:ed: J [Side Yard _�1'ro J [Rear Yard �_ Proposed" Project Description: AGENCUERMITS Permit RF,QUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees l' Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? v Flood Zone: N e •