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HomeMy WebLinkAbout39834-ZTown of Southold 7/21/2015 P P.O. Box 1179 5 53095 Main Rd ��� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37665 Date: 7/21/2015 THIS CERTIFIES that the building DECK Location of Property: SCTM #: 473889 2650 Nassau Point Rd, Cutchogue See/Block/Lot: 104. -12-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2015 pursuant to which Building Permit No. 39834 dated 6/3/2015 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: DECK ADDITION (UPPER DECK ONLY) TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Goldman, Shannon & McKeand, Deborah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A ed ignature iga`r�®TOWN OF SOUTHOLD BUILDING DEPARTMENT g TOWN CLERK'S OFFICE © SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39834 Date: 6/3/2015 Permission is hereby granted to: Goldman, Shannon & McKeand, Deborah 2650 Nassau Point Rd Cutchogue, NY 11935 To: Construction of a deck addition to a single family dwelling as applied for. At premises located at: 2650 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 104.-12-15 Pursuant to application dated To expire on Fees: 12/2/2016. 5/26/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $473.60 CO - ADDITION TO DWELLING $50.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3: --co-p--y--of Certificate -of Occ'uparicy = $:25LL - - ------ 4. -4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pr�e-existing Building: (check one) Location of Property: ?,/ (a �e�a� �/ rL House No. ,q�eet Hamlet Owner or Owners of Property: �i����� ®t-® Suffolk County Tax Map No 1000, Section ® Block 2 Lot Subdivision Permit No. Dq Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ GO Filed Map. _ Applicant: _ Underwriters Approval: Final Certificate: Lot: 3 raf SO(/r�o em 0 R TOWN OF SOUTHOLD BUILDING DEPT. 765-.1802 INSPECTION ] FOUNDATION -IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION EMARKS! 60 � �— [ ]ROU PLUMBING [ ] SOLATION [ FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (FINAL) [ ]CAULKING P INsULATION PER N. Y. STATE ENEROY CODE r 11 till! MAM . .• y ""� Susi^"" - ' -o i� �fw. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 119,71 TEL: (631) 765-1502 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined .20 f' Approved 120 Disal Expii Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: r Mail to: �L WITH Date �% / / , 20 a. This 5,tolication IMUr ST be cotrjpletely 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.Certifiicate of Occupancy. , f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable' laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age ,architect, eng' eer, general contractor, electrician, plumber or builder Name of owner of premises -� �AI L , (As on the tax roll or atest If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whi 1� 47-,r) Ay House Number Street work will be done: Hamlet Lot County Tax Map No. 1000 Section s p `�;, ?. "' ,Block �'..• " •t,�, s ,�:�:1 ii.:" :est C!�';4-;t.{;� !:; ... .. .-. .ii<�, :j 4`•S. t. v.-:{�tir)ln �) !�..4�u r1[i'i �5 �f- .. Subdivision 2. State existing use and occupancy of premises and i a. Existing use and occupancy b. Intended use and occupancy Filed Map No. use of propo Lot Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor • If garage, number of cars 6..If business, commercial- or mixed occupancy, specify nature and extent of eachty e of use. (1101W 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations ,or additions: Front Rear Depth Height - ---- ` Number 6f Stories 8. Dimensions of entire new construction: Front Rear Depth Height Nulnbe�f Stories Ras 'I 9. Size of lot: Front Rear Depth 10. Date of Purchase Nam of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NOWiII excess fill be removed from premises? YES NO 14. Names of Owner of p - is G res Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A( * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY QUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO .1A- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) (N (S)He is the �- being duly sworn, deposes and says that (s)he is the applicant named, (Contractor, Agent, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to ma e and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and th t the work will be performed in the manner set forth in the application filed therewith. Z-) . Sworn to before me this day of M CLV 2015 "MRACEY L. YER Notary Publi -VOTARY PUBLIC, STATE OF NEW YORK Signature of NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, 2 Scott A. Russell ^� ��L; c "� G STORM WAT]EIK SUPERVIS®R U z M[A NA, G]EM[IEN � F SOUTHOLD TOWN HALL- P. O. Box 1179 d 53095 Main Road - SOUTHOLD, NEW YORK 11971 Town of Southold ( TO BE COMPLETED BY THE APPLICANT) - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) ] A. Clearing, grubbing, grading or stripping of land which affects more \ than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one -hundred -year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Tnformation, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design P o /) ional, Agent. Contractor, Other) NAME: S Contact Information: rarn,o�� u�no; Property Address / Location of Construction Work: FORM 4 SMCP - TOS MAY 2014 S.C.T.M. 1000 Date. �d� /District C ®lam Section Block Lot F 0R BIJILD1NG DEPAR FNIE -F USE ONL 1 Reviewed By <:75/W Date: 5 ' l —[I Approved for processing Building Permit Stormwater Management Control Plan Not Required. ®Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT 1 7 : V n cnh ryl -e- 'n C4 L11ZL Aj 11 'Ara Ce -0(/ k, 17 7i: --v4 A 4',0 OWNER N E ACR. ,FORMER r-((.11 vve, v -r"lt S S W TYP� OF BUILDING SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 33a a 96- a? l l 3 lT6 e 11 011 J - L41 61 p t/9 I :Soo 6,700 -75-00 '31/l/2— 2- 17 Q b - I Q- 5S 056)0 -Pi -F6 k�p,,w r11116T —4�.Wzni'14 &51yh w) It ve AGE BUILDING CONDITION ODD 4v NEW NORMAL BELOW ABOVE 1 Ve 057 FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK 104.-12-15 4/12 M. Bldg., . d Foundation �!r, Both �� Dinette Extension = Basement 7-�-O Floors y�y K. Extension / V_ ;1 d i<' ��� Ext. Walls� Interior Finish�p�/ /' LR. Extension- I� X / /�� f Fire Place �4 ,� Heat �..5.. llW DR. X Type Roof U Rooms 1st Floor BR. =(Iii d Oat ivi- Porch�J f ��, /� _ 3�asr` .i Recreation Roorr Rooms 2nd Floor FIN. B. P rchrri' /,P ✓ f J : 3 ?- / s' �- V 3 1 Dormer- - 6x zG lS"6 Breezeway �56o- /5x Q- 330 Ga -rage �Y, - � � � � 7•.? (,1 � C - '� � �' 0 8 x 12 � `T 6 fY Pam / le;F,s Eat,`O i t 7-7 - 27 a G x r 0. Total7 /77 i -_�_. ..._.,_.__-�_-_-._..w� � _�. _ _ _ ��i..+.:• ter' -�. .Yf�F STREET ADDRESS: 2650 NASSAU POINT ROAD N LOT NUMBERS REFER TO"AMENDED MAP 'A' Cr NASSAU POINT, OWNED BY NASSAU POINT PROPERTIE-S WC." FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST 16, 1922 AS MAP NO. 156. N78,3,6'20"C ( VP \It 6AR• &WIEL UR VE y OF PROPER T Y A a /7 oF : SUF"LK 1000-104-12-15 0 FMVARY 2, 2010 2,5' (MAP) r� AL) 177 2S5.40- .LOT 12-0 PAno M. 3.a.0 sR�m►gt :� • mow LOT 175 57836 ■ =MONUMENT ANY AL7ERA7ION OR ADMON 70 THIS SURVEY IS A WOLALA77ON OF SECnON 72OW THE NEW YORK STATE EDUCA77ON LAW EXCEPT AS PER SECnON 7209-Si+B WSION 2. ALL CER"'CAnONS A P pp �' ^ • FT HEREOND AP R COPIES ,6 V" AOR R TW !ti,}`PRESSED COPIES AL OF TH ONLY TO TIE UNE WHOSE SlaVA7URE APPEARS HEREON. CERTIFIED TO: SHANNON GOLDMAN DEBORAH MCKEAND FIDELTY NATIONAL TITLE INSURANCE COMPANY WELLS FARGO, NA N.YS. LIC. N0. 49618 CONIC YORS, P.C. 631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET P0-105 SOUTHOLD, N.Y. 11971 342.00' z 0 a Q QW Z N Ln D v N 78036'20" E CONCRETE WASHOUT 14.0' LOWER HAV RAVwr <ILT FFNCM[. 6 DECK 10.0' L_ - EXISTING DEC' w/ PERGOLA SOIL LOCATION 23.5 REMOVE EX. DECK FOR NEW DECK TO BE BUILT �o n SITE PLAN SCALE: 1" = 20'-0' rX—X—X—X— —X—X—X-1-X—X—X—X— FENCE FENCE x p x x N I" 1 x li 1 EXISTING ONE STORY FRAMED HOUSE EXISTING EXISTING PATIO MEETS & BOUNDS BY: PECONIC SURVEYORS DATED: 2 /02 /2001 1' T u DATE:' Is— _ B.P. ;# �--�--� FEE:_ 43 NOTIFY BUILE71 G DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUIJBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. MEET THE ALL CONSTRUCTION SHALL M. REQUIREMIIENTS OF THE CODES OF NEW STATE. RESPONSIBLE DESIGN ORCONSTRUCTION ERRORS. D x I EXISTING SHED x X CONSTRUCTION DUMPSTE0. TO REMAIN ON SITE FOR X DURATION OF CONSTRUCTION x� W riW X PORT -A -LAV TO REMAIN , ON SITE FOR DURATION OF CONSTRUCTION X 1 X X X 1 X EXISTING GARAGE SITE DATA: EXISTING GRAVEL DRIVEWAY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. COVPLY V:II i H ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF " 5- L V I,Nll'\7 M I EXlSr1NG GRAVEL DRIVAY 205.4' (MAP: 285.0') SCTM # 1000-104-12-15 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: i 29,857 SQ. FT. 0.69 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: 1700 SQ. FT. EXISTING HOUSE: 2,017.6 SQ. FT. 6.8% EXISTING DECK: (441.2 SQ. FT.) (REMOVE) EXISTING DECK w/ PERGOLA: 181.3 SQ, FT. 0.6% EXISTING PERGOLA ONLY: 176.7 SQ. FT. 0.60/6 EXISTING GARAGE: 355.1 SQ. FT. 1.2 0/D EXISTING SHED: 169.0 SQ_ FT. 0-6% EXISTING PATIO ON GRADE: (625.7 SQ. FT.) - (2899.7 SQ. FT.) (9.80/.) PROPOSED UPPER DECK: 451.9 SQ. FT. 1.5 PROPOSED LOWER DECK: 281.9 SQ. FT. 0.9% TOTAL: 3633.5 SQ. FT. 12.4% S 78036'20" W 0 L) QO 0 Cwt= `i C.%[7- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCW'ANCY O v `0 410 0 u m REVISIONS ©e oQG3 D 0 eti r~ N w CQ N W Q f\ Sa � "V Ol .Z �r r� V W Q z �W a rr1 w 0 � a Q� Q Q O O o } ZZ LLi T� n- < O `V U co FZ U U c:) r� N DRAWN: MH / MS SCALE: 1/4"=11-0" JOB #: May 26, 2015 SHEET NUMBER: PROPOSED SOUTH ELEVATION SCALE: 1/4" = V ;., 1111 ii im 111 NANTUCKET WHITE POST CAP VERSATEK POSTS CLEAR CEDAR RAIL, PAINT WHITE STAINLESS STEEL CABLE SYSTEM 5/4X4 IPE DECKING, EB -TY FASTNERS IXIO VERSATEK SKIRT (IX6 VERSATEK SKIRT AT GRADE) H.D. CL. CEDAR SQ. PRIV. LATTICE EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' REVISIONS 0 0 ti N u � � U v x 0 Q v �z w o� Q C)� Q w w t� O a w 4� o � Q � o Z ZLLj <O � a? zU U o cfl N DRAWN: MH / MS SCALE: 1/4"=P-0" JOB #: May 26, 2015 SHEET NUMBER: n n H 0 i NANTUCKET WHITE POST CAP VERSATEK POSTS CLEAR CEDAR RAIL, PAINT WHITE STAINLESS STEEL CABLE SYSTEM — 5/4X4 IPE DECKING, EB -TY FASTNERS 1X10 VERSATEK SKIRT (IX6 VERSATEK SKIRT AT GRADE)_ H.D. CL. CEDAR SQ. PRIV. LATTICE 2--z, PROPOSED EAST ELEVATION SCALE: 1/4" = 1' Ll Ll EXISTING EAST ELEVATION SCALE: 1/4" = 1' REVISIONS ©o o©� 0 0 H H N O oo U x 0 Q U w0 0 Q �> �W a w � o O } ZLL oW Uo vcp zL) U U c:) Lom N DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #t: May 26, 2015 SHEET NUMBER: A-2 I I SECTION A -A I ALTERNATIVE BIGFOOT I I BC -24 FTG. (rYP.) I SCALE: 1/4" = 1' 2X10 ACQ D (2) 2X6 ACQ _ (2) 2X6 ACQ (4) 2X6 ACQ 1 - 1 �____-----_______ ----_-f GIRDER GIRDER ; (2) 2X10 A GIRDER + ; • - - - - - a 1 I r 1 I 1 Cc 1 1 1 5/4" DECKING 1 ' 10"dia. CONC. PIER H N VT 1 lo 24"X24"X12" CONC. FTG_ M �'] H 2X6 ACQ DJ @16"OC (ALT. BIGFOOT BC -24 FTG.) 2X6 ACQ bl @16'OC , r� T-0" BELOW GRADE (IYP.) s l 1 ' I a ;: O b ;; _1_ _ _ _ _ _ _ _ _ _ C = _ _ _ _ _ _ _ _ _ _ _ _I 7 __ _ _ b y: a ;: 1 1 (3) 2X10 ACQ GIRDER ��D •-----+ °o s0 •�D ��D 1 , R • .a 12"dia. CONC. .a a ► .a • .a � .D. PIER of }- �ZZ 0^� 1 0 V M U) coU Z= U U c:) N DRAWN: MH / MS SCALE: 1/4"=F-0" JOB 4: May 26, 2015 SECTION B -B. SCALE: 1/4" = 1' O I --ro -- 4X4 ACQ POST --N -- 14'-0" 6'-6" 6'-6" 1'-0" 1 ----------------- 11111 ------------ •• --- �r/1 ---- IQ 1 11111 1 1 F = 111 11111 111 - _ w� lull rYrn 1 III I.I-I (7( 111 � IL 11111 111 111. C' 11111 VIII 111V a 11111 VIII 111 Or Illll a11I /IIv 111111 Ulll 111 <irvnrU 11111 Q 111 111 a loll 111 O tD I I I X 11111 X Xl ll r 111 N XVIII NIII nl N nnl nI 111 11111 111 ul I 1 u ul I 111 11111 II 111 11111 ,11 111 d 11111 X111'-----' 111 W W III11 W 11) ' 111 0 0 11111 11� I N III G',nll SII - - ---' 111V vnnl —nl _ 111 11111 •---------�lA I (' 111 C9 0'11111 I C.It-----+ O 111 Q Q Iltll I v 111 N - 111 11111 I ¢ 111 n1X Xnnl F---- x III N N 11111 I 1Arnni 11 - 111 11111 111 111 y 'CI' 11111 1 -------- _-,n B 111 ~11111 F _ 111 11111 I III 111 12"dia. CONC. PIER 11111 I II' I 3'-0" BELOW GRADE 11111 --------- - r 111 I 11 ul CIYP•) nw I nl O 2� 2X6 ACQ 111 W 111 Q O ul _ Inc nt U uul 1 p II a � 11111 I Ili ^N 111v x11111 I 111 11_O,f III .Q 1J 11111 - - 1 l.! III nl 4 nm 1 0 1 nlX ,now I 1 m 10 111N X11111 Itl l'V C::L(� � 1 111 1 111 ..: .d. 11111 1 III Jq^-=-`� 1 (2 111 `-'"111 1 IIIF V -r .C?'t III11 ' )2 6AC ' 1 ---------------- nnI - _ \r/ ------- 7'-2" 2,3'— 6" 7'-2" 01 7'-2" 1'— `_ _ _ _ _ _ _ _ _ _ _ _ _,--------------------� --------------- 1 ---------q= �________________ ____________ 1 �____-----_______ ----_-f (2) 2X10 ACQ GIRDER: ; (2) 2X10 ACQ GIRDER • - - - - - + ; • - - - - - ; (2) 2X10 A GIRDER + ; • - - - - - a 1 I r 1 I 1 Cc 1 1 1 1 1 I 1 ' 10"dia. CONC. PIER H N 1 lo 24"X24"X12" CONC. FTG_ M �'] H (ALT. BIGFOOT BC -24 FTG.) , r� T-0" BELOW GRADE (IYP.) s 1 ' I O I _1_ _ _ _ _ _ _ _ _ _ C = _ _ _ _ _ _ _ _ _ _ _ _I 7 __ _ _ 1 _ _ _ _ _7 _ __ 2X10 ACQ GIRDER : (3) 2X10 ACQ GIRDER W (3) 2X10 ACQ GIRDER •-----+ •-----+ °o •----- O Q W R B 6'-9" N 6'-91, _o," 6'-0" 1�- 1 2X10 ACQ GIRDE{ / 1 - ------ 023, 1 1 1 1'— ' 2X10 ACQ GIRDER i t :(2) 2X10 ACQ GIRDER i LEDGER BOARD TO BE FASTENDED" -TO BUILDING WITHTIMBERLOK® SELF -COUNTERSINKING SCREWS FOUNDATION PLAN SCALE: iia•• = i• BY OLYMPIC MANUFACTURING (2 SCREWS @ 32" O.C.) S E PROJECT N NORTH REVISIONS 1 1 I I 1 1 I 1 1 p 1 1 1 I r 1 I 1 1 I 1 1 1 1 1 1 I 0 H H N FOUNDATION PLAN SCALE: iia•• = i• BY OLYMPIC MANUFACTURING (2 SCREWS @ 32" O.C.) S E PROJECT N NORTH REVISIONS Q 00 0© 0 H H N � M �'] H � s O U z W Q °o O Q W 0 a � 0 of }- �ZZ 0^� 1 0 V M U) coU Z= U U c:) N DRAWN: MH / MS SCALE: 1/4"=F-0" JOB 4: May 26, 2015 SHEET NUMBER: A-3 10'-0" EXISTING FLOOR PLAN PROJECT NORTH SCALE: 1/8" = 1' 14'-0" 4'-0" 913 23'-6" 6R 16T @ 6-3/8"r O O Lo r - O I r 0110 Sld-7• 7�, FLOOR PLAN- SCALE: 1/4" = 1' s E W PROJECT NORTH N I REVISIONS I ti U a) r� C) i� 'I P. 0 zz LLT a� c� DO Q r U) C) Z= U 0 Lo cV DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: May 26, 2015 SHEET NUMBER: I1� ii ti �1 O O Lo r - O I r 0110 Sld-7• 7�, FLOOR PLAN- SCALE: 1/4" = 1' s E W PROJECT NORTH N I REVISIONS I ti U a) r� C) i� 'I P. 0 zz LLT a� c� DO Q r U) C) Z= U 0 Lo cV DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: May 26, 2015 SHEET NUMBER: WINE) LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS, USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. WIND SEISMIC NOTES FROST ' SPACING WINTERICESHIELD 4" DIA. MAXIMUM 4" MAX. SNOW SPEED DESIGN WEATHERIN 4" DIA. MAXIMUM TERMITE I DESIGN UNDERLAYMEN D LOAD (MPH) CATEGORY NAIL DEPTH 2 - 8d COMMO EACH POST REQUIRED HAZARDS 45 L 120 GIRDER/HEADER e 3 FT. MODERATE SLIGHT TOBS. 11 NONE NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMOP TO HEAVY MODERATE JOIST ON LEDGER O°z PER TOE TO BEAM 3 - 8d COMMOI, JOIST I NAIL BAND JOIST 3 -16d COMMOP I PER END POST/COLUMN U • w Z BAND JOIST TO: 2 -16d COMMOP I I PER TOE NAIL SILL OR TOP PLATE 12"x12"xl2" • w+� FOOT hhhhhaaalaLONCRETE IZ FOOTING + `V (a DECK/PORCH RAILING U C:) lt4 CO DECK POST FTG. CONNECTION N LOCATIONI USP NUMBER I DESCRIPTION APPLICATION SCALE: STAIR RAILING JOB 4: May 26, 2015 CONNECTION PSE A -s 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS MIN. WITH WASHERS AND NUTS 1-1/2" SPACE MINIMUM —", HANDRAILS I GIRDER POST GIRDER/HEADER o 0 , POST/COLUMN BALUSTERS RIM/DECK JOIST o CONCRETE PIER OPEN BALUSTER ATTACHED TO WALL o •i HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST -TO -DECK CONNECTION HEADER/GIRDER-TO-POSE CONNECTION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS IPAU66 OR WE66 POST/ BEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDER/HEADER 2 .1/2" DIA. LAG BOLTS W/ WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32" OC UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE STAIR TREAD C o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN BRACE TUBE RIM BOARD o ° FILL AS PER MANUFACTURES INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOISTS 111=III =III=III III III III III III -11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS RIM JOIST / BD. • LOCATION USP NUMBER DESCRIPTION APPLICATION �• 4x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL LAY 4-6" LAYER OF CRUSHED STONE OR 6x6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER TO DECKMORCH CONNECTION GRAVEL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE CONSTRUCTION TUBE AND PLUMB BRACE TUBE toFIT FILL AS PER MANUFACTURES' INSTRUCTIONS v, ; I = =111=1=11= 1I=11=�II=III=III= WOOD JOIST III=III=III=III=III- III -III III -11 WOOD JOIST JOIST OP BLOCKING CONT. PIER FOOTING 81GFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON [CBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER -5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE. SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERSLOCATION USE WITH RT10 TYDOWN ANCHORS USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST HANDRAIL NOTES: required handrails shall be of one of the following types provided equivalent graspability. Type 1. Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of dimension of 2-1/4 inches. Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile. The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. DECK & PORCH NOTES: ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. \li fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"xl2" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 4 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o.c. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). B). Use Simpson hangers and anchors with 2 -MAX tripple protective coating or equal for any contact with ACQ. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GPOUNC WIND SEISMIC NOTES FROST ' SPACING WINTERICESHIELD JOIST TO: O SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN D LOAD (MPH) CATEGORY NAIL DEPTH 2 - 8d COMMO EACH TEMP. REQUIRED HAZARDS 45 L 120 6 SEVERE 3 FT. MODERATE SLIGHT TOBS. 11 NONE NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMOP TO HEAVY MODERATE JOIST ON LEDGER O°z PER TOE JOINT DESCRIPTION NAAIIL NAIL NOTES ' SPACING JOIST TO: 4 - Ed COMMO PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 0 EACH TOE TO JOIST 2 _ Ed COMMO END NAIL BLOCKING 2 - 8d COMMO EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - Ibd COMMO BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMOP I JOIST NAIL JOIST ON LEDGER O°z PER TOE TO BEAM 3 - 8d COMMOI, JOIST I NAIL BAND JOIST 3 -16d COMMOP I PER END TO JOIST U JOIST NAIL BAND JOIST TO: 2 -16d COMMOP I I PER TOE NAIL SILL OR TOP PLATE FOOT z Z IN REVISIONS ©o a 0 0 N U F►7 m m r7 Z w r. p bo y Z U H o: 0 Q O°z � vQ a Q U �L/ Q v� a O z Z IZ `V (a ZU U C:) lt4 CO N DRAWN: MH / MS SCALE: 1/4"=V-0" JOB 4: May 26, 2015 SHEET NUMBER: A -s