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HomeMy WebLinkAbout43265-Z S�EFQI,�� Town of Southold 7/24/2019 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40538 Date: 7/24/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 1455 Old Shipyard Ln., Southold SCTM#: 473889 Sec/Block/Lot: 64.-5-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/24/2018 pursuant to which Building Permit No. 43265 dated 12/3/2018 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: ALTERATIONS AND PERGOLA ADDITION TO AN EXISTING ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Kerbs,Jon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43265 07-05-2019 PLUMBERS CERTIFICATION DATED u ho d Signature TOWN OF SOUTHOLD o�gUFFU��AoG BUILDING DEPARTMENT 20 TOWN CLERKS OFFICE o . 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#: 43265 Date: 12/3/2018 Permission is hereby granted to: Kerbs, Jon 430 Riley Ave Mattituck, NY 119521804 To: make additions and alterations to an existing non-habitable accessory building as applied for. At premises located at: 1455 Old Shipyard Ln., Southold SCTM # 473889 Sec/Block/Lot# 64.-5-28 Pursuant to application dated 10/24/2018 and approved by the Building Inspector. To expire on 6/3/2020. Fees: ALTERATION OF ACCESSORY BUILDINGS $300.00 CO -ACCESSORY ING $50.00 Total: $350.00 Building Inspector 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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 rr Date. /0�Z3 (6`� New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 4 5: O w S &A�D House No. Street Hamlet Owner or Owners of Property: 3XkwIC�C;— �7�7 Suffolk County Tax Map No 1000, Section (2> 4— Block C> Lot Z j Subdivision -�DU1��'CZS �S�Y�- � Filed Map. Lot: 114-2 Permit No. 5o� 4 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature Xz Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ,c® ® a® roger.riche rtCaD-town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jon Kerbs Address: 1455 Old Shipyard Ln City: Southold St: New York Zip: 11971 Building Permit#- 43265 Section: 65 Block- 5 Lot- 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elec Tec Inc License No: 4814-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 0 Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment. "ACCESSORY BUILDING" Notes: Inspector Signature: Date: July 5 2019 81-Cert Electrical Compliance Form.xls OF 50UTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoom, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. � [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR T s *0f OUTy * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION r [ ] FNDATION 1ST [ ] ROUGH PL13G. NDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: • f � S (o r DATE 'Y INSPECTOR OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm a 765-1602 INSPECTION 45L6"y [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR u SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: KWi 44 or S vhn &A X> &M—VA- &2Pv 'VV aQA4 DATE INSPECTOR OF 50UTyO * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: omz C c DATE YWl INSPECTOR - #;' is . �� �I 3 � i �` •.I�. i -� . 'y� r� i FIELD INSPECTION REP RT' DATE COMMENTS FOUNDATION(1ST) H ------------------------------------ 'FOUNDATION (2ND) ROUGH FRAMING& PLUMBING y Z INSULATION PER N.Y. y STATE ENERGY CODE INS A,re, A✓nw FINAL t L ADDITIO COMMS S 9� ltd 6 3o)-7 0`)'5-- ld o O Z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 : 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � � - � - � Survey South oldtownny.gov PERMIT NO. C" Check Septic Form N.Y.S:D.E.(f Trustees C.O.Application- Flood Permit, Examined ,20 ti ���nM Single&Separate +)J( v Truss Identification Form D Sto rm-Water Assessment Form OCT 2 4 2018 Contact: Approved ,20 BUIMail'to:e-9VC-V— k6l l ' Disapproved a/c `D �DE�a �® � 077 TOWN OF f Phone: SI fo -7pZ ej f 9 Expiration � 20 `2e , R-51- g In ector APPLICATION FOR BUILI2ING PERNIIT Date- !0�- , 20 INSTRUCTIONS a. This application MUST be completely 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 occ"upied•or used'iri whsle or iri 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 autlibr`ized 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,Buildingl].epartment 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,housingcode, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) • �o �x �?7 J�1,t�rFo1�� �� Ili'�'7 (Mailing address of appl2cant) ' State whether applicant is owner, lessee, agen , architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises t[sic ^�.gv 5 (As on the tax loll or latest deed) If applicant is a corporation, signature of duly authorized officer T (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. - 1. Loc/attio✓/Jn'of land on which pr�osposed`woork will b�-e1 donne: jam) House Number Street" >:�}y w i7 ;.a �rr,r;HIainlet RAf( 'ns")y"ta s V.C)t County Tax Map No. 1000 Section Block;l ,;,O, , ;l�, ,{ ,ref Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I b. Intended use and occupancy r-XMGt.S (5 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost poo Fee 7.(,To fey paid on filing this application) 5. If dwelling, number of dwelling units . ,-j umber` o'f,dwellmg-units on each floor P i �r � If garage, number of cars , I Loti- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front - 'Rear. Depth Height: Number of Stories i ---77 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Sferies'. . 9. Size of lot: FrontRear l ��® Depth 10. Date of Purchase Name 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 NO ' /Will excess fill be.removed.from premises? YES NO SEhP��e-1� 14. Names of Owner of premises A%AtC e Address oen,ra hone No. Name-of Architect Gdl -. 2EH12MA,_5 AddressQ&kII *nffz:O&$- Phone No 5tL - :Jo 2- 35 l 1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fresh"Amterwetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E:C:,PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a•tiddl 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY 06ai being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor gent orporate 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 tt day of C)d U 2019 TRACEY L. DWYER 314rm-u NOTARY PUBLIC,STATE OF NEIN YORK 1 DW6306900 Notary Publ' QUALIFIED IN'SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2DO, Scott A. Russell sUFFQ4- STORIAWATIER SUPERVISOR NIANAGIEM[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWffNG: Yes No (CHECK ALL THAT APPLY) E]ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El B. Excavation or filling involving more than 200-cubic yards of material within any parcel or any contiguous area. E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[2(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. EIE�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E11113/1 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 Information, 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. gent,Contractor,Other) S.C.T.M. 1000 Date: APPLICANT: (Property Owne'4��� DistrILI NAME: 6 4- —0-,,5 -2:�9 2 'vTe_c_t'j'_o_n Block Lot t4^ FOR BUILDING DEPAR'EMENT USE 03\1\1 Contact Information. �Ft k) -7 2- M1,ph—NN Nal 0 Reviewed By: JIA I LAW \Ij Date: 0—3 4'1 Property Address Location of Construction Work: — — — — — — — — — — — — — — — - ow :5 0 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — rVA02 LQ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 ��11FFa1,�C BUILDING DEPARTMENT- Electrical Inspector goy TOWN OF SOU Town Hall Annex - 54375 Mai a 1 D Southold, New York 1 71-0959 Telephone (631) 765-1802 - FAX (66R� 765-9J9 roger.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPEcTM OFs®uuloLD REQUESTED BY: Aw.�� Date: - ( - Company Name: ;7-- ler �- Name: License No.: I,_+ _ (Yl(, email: -ems Address: - d Phone No.: JOB SITE INFORMATION: (All Information Required) Name: c Address: Cross Street: Phone No.: % email: — Bldg.Permit#: Tax Map District: 1000 Section: Block: Lot= a BRIEF DESCRIPTION OF WORK(Please Print Clearly) C c� SCJ �r r" . � u� Circle All That Apply= GGA Is job ready for Inspection?: YE ! NO (�R7ough)l Final Do you need a Temp Certificate?: YES (`l`l O Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: �A - # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: - -P--AY-MENT__DUE WITH APPLICATION- 82-Request for Inspection Form As l �III �� o� CIA Town Hall Annex �� •. Telephone(631)765-1802 54375 Main Road �' Fax(631)765-9502 P. O. Box 1179 �j = Southold, NY 11971-0959 • -BUILDINLG DE•PARTMEIVT- _-- NOTICE OF UTILIZATION OF TRUSS: PE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR T(MBER CONSTRUCTION v + Date: /0 h Owner: Location of:Property: ( �' � 0 W- v(Y-.1{�yy��►�k6-t� ' ` r :fir ,l r td Please take notice that thd•(tb6ck appllicableaine): . s New commercialior-(,�sidL-ritiol*"tructure` --Addition to,efti!ihf� Ott I-or,residential structure Rghabilita#inn�•an existing tori inercial o esid.ehtibl."-i- cture • ': of to be:construc6'WJ'r performed at the subject property reference above wi#[.t: lie"', (check applicable'-HPO 'r Truss-typd3apn�ction (TT) Pre-engibed(W.WoOr�`corastruc#ion(PW). Timber construdtiotl in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roofframing,(FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WRITE REFLECTIVE RED PANTONE #187 rs -,•' �11.99 The construction type STROKE designation shall be 46179' gIV77 cclll", 111V"or CCV77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BGNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION 6'F 77 FLOOR FRAMING, INCLUDING ® ■ GIRDERS AND BEAMS ccR9 ROOF FRAMING "FR" FLOOR AND ROOF FRArviING STANDARDS AND CODES SURVEY OF LOT 114 MAP OF W FOUNDERS ESTATES FILE No. 834 FILED MAY 10, 1927 C"l N SIT UA TE • SOUTHOLD :a• oS 79°4 Lop >>5 TOWN OF SOUTHOLD a � E10.6 4 40 •• z E O SUFFOLK COUNTY, NEW YORK O , • sr°NE o S.C. TAX No. 1000-64-05-28 �•• 14.1 woo °R1gr°. � 155'85, AC7-, y SCALE 1 "=30' Bz 153'f IMAP SEPTEMBER 7, 2018 7.0• M84 x �u r _ •. ,. , dj uhoi -m FOUND CONC. 55 1=•9 7.0'I a FRAM STORY F�is.5 . ,y 2z.z 6.3 �x3=�'s. 02 w' AREA = 18,152 sq. ft. y 1° E HO�Se ` 0 "^]FRAME N — __ �J 0.417 ac. KgRE HEAD 28 3 v1 1 nwA •X_9_7 0� �ARAGE. C?o 1 C� 04 �� �Qy oJQQ� / g 7.5 STEP 6 5 00 � NOTES: ��Q x •°oc�" NnCOND. N 1. ,FLOOD ZONE INFORMATION TAKEN FROM: p^/ x x� FLOOD INSURANCE RATE MAP No. 3 61 03001 58 H '� � � Y-&Z ZONE AE: BASE FLOOD ELEVATIONS DETERMINED �� LOp. O o FENCE ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); � j # BASE FLOOD ELEVATIONS DETERMINED x O ZONE X : AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ° C? W O Y 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ��h)�• 1�Oy z O-J� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. I M O F, °. o 'V W x� j Z O !x `.Z, 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W O in o EXISTING ELEVATIONS ARE SHOWN THUS:AKX a ZZ EXISTING CONTOUR LINES ARE SHOWN THUS: -- --XX- Lr) - -- m *4 O W F.FL- FIRST FLOOR St N G.FL.- GARAGE FLOOR 0 °`o�GQF /..` O N O Wa t ,rF �•t Uj � j ryO 'tC� / ♦ NCH W M CV C1�i.j♦.6 MON loA I 'I.�`pCvL Off' •, V a- PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O Z BY THE L.I.A.L.S. AND APPROVED AND ADOPTED O Q FOR SUCH USE By,,'[jF_NEW YORK STATE LAND TITLE ASSOCIAT46 . - "" i 6'CQ <C°JOG a^�D JO 0 � ©,� �qA^� O 2.5 1." J2�- °• ;7 N.Y.S. Lic. No. 50467 y� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin III EDUCATION LAW. T COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF JamesporL, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. I 3B-230 ......... r) L 7r, F fN.p Z L ARCHITECT 12 12 T, REVISIONS DESCRIP T 1 0 N .LO. WINDOWS .-0 X 4- SURROUNDS 4 X S RO( 4DS-- coOAF AN SA 3 .1 E I DIN( REMOVE EXISTING WINDOW REPLACE WITH ANDERSON 0a Ba A[ BA r rEN IDIN( 2442 WINDOW IRST FLOOR REMOVE EXISTING OVERHEAD DOOR NEW INFILL FRAMING TO MATCH EXISTING PROPOSED PROPOSED IF R 0 N T E L E V A T 1 0 N R E A R E L E V A T 1 0 N K--E COMPLY WITH ALL CODES OF SCALE: 1/411 11-011 2SCALE: 1/4" = 1'-0" NEW YORK STATE & TOWN CODES Via7 7`� r771 ASREQUIRED A.w,5-e C AT E C.P.it, jz BOARD N t.-)T I;i*, - G P:.`ARTf,,!7NT AT '"." $USTEES 765-18C216 A�`;l TO FOR I H Ez 5.1—DEC 8,-10" V-2" T, FD EXISTING STRUCTURE TO REMAIN. FOR Pl,)� FIE TRUS'3 PLAOAnDING "QUIPM 2. P, NEW SIDING, WINDOWS, DOOR AND 3. INSSULATiCNI OFF 4. FiNAL - RETAIN STORT)l%%IIATER Rlj%i v-10-1, INTERIOR FINSH EE FT'll C.O. 0 CHAPTER 236 CC)�IS-rr!I PURSUANT T 1, ALL l;k-jCTlrD1,i S!R�J­L. I'vIlEET TI-117 N CODE. 22"X22-X 12 DIP REOUFREM�-'NTS OF THE CODES OF NEV.! OF THE TOWN PCURED C014C FOOTING TYPICAL ROOF CONSTRUCTION YORK STATE. NOT REISFOINISIBLE FCR EXISTING PC SLAB 2"X6" ROOF RAFTERS @ 24" O.C. EXISTING DESIGN OR CONSTRUCTION ERRORS. TO REMAIN SISTER UP W/ 2'XIO' RR (3) 11j" MICROLAM w RIDGE 4" POURED CONC SLAB OVER12 COMPACTED FILL "Q 61 EXISTING ROOF SHINGLES 0 BLUEST04E PAVERS FINISH 2"x6" COLLAR II TIESI \ \ 2"X10" @ 24" OC Z 016" OC �7 Z EXISTING CONCRETE FOUNDATION 1 -71 7'-5" PLATE HEIGHT 10 to 00 6'-8" T.O. WINDOWS-_ I T—T 0 < .1 WALL ON A 8" X 16" POURED I 1 .1 (2) 2"X12" 1 6'—S" T.O. WINDOWS C,4 CONCRETE FOOTING 'C-4 0 C14 04 C14 EXISTING w TYPICAL WALL CONSTRUCTION !/4* X 4* SURROUNDS < PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. In ca RIP DOWN 2"X6"ACO SLEEPERS @ STORAGE 24 2452 Lo 16 O.C. W/ 4"X14" FOAM INSUL. to TYPICAL FLOOR CONSTRUCTION — FV F 068 I{I < < W 0 I) RIP DOM 2"X6" ACO SLEEPERS 0 16* 1 >- T.O. FIRST FLOOR AR AN IIATRN jl�llsl O.C. W/ 4" THICK FOAM INSULATION —-—-—- T.O. FIRST FLOOR Lli Z W/ 3/4 " PLYWOOD SUBFLOORS0 EXISTING ANCHOR BOLTS—,-," < T FILL IN DROPrK FOUNDATION WALL TO EXISTING CONCRETE FOUNDATION < u� n MEET FINISHED FLOORING] F F PROPOSED CD ESIDE ELEVATION oC/) Q 0 SCALE1/4" l'-O" LLJ 9'-3- : C/) 14'-1 q o 0 0 PROPOSED PROPOSED 0 Ln 0 FOUNDATION PLAN S�l SECTION ry In 0 0 SCALE: 1/4" l'-O SCALE: 1/4" V-0" a_ w 14--1" 1 10'-0" 70-0j" 7'-O2l' 24142 REMOVE EXISTING WINDOW REPLACE WITH ANDERSON 2442 WINDOW Lo 2"X6"RR @ 24" OC.xx I 2"X6"RR @24" OC.\\ \\SISTER 2--X10- RR '\\SISTER 77-10" C-4 RR 04 Charles M. Thomas 00 (D to a r c h i t e c t 0 0 .1 I (o MASONRY PATIO 04 ST AGE r C14 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT Sf��r�'-i 04 PROPOSED DRAWINGS AN21 AN21 AN21 4'-8j" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2'-4- 1, 2'-4- DATE: 8/8/18 1, GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM PROJECT No. SNOW - DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN DRAWNG BY. FS PROPOSED LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE CATEGORY WEATHERING LINE TERMINATE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM CHK BY. FIRST FLOOR PLAN (MPH) EFFECTS REGION DEBRIS ZONE I DEPTH TEMP. REQUIRED INDEX DWG No. 20 PSF 130 NO NO YES B SEVERE 36' MODERATE 599 SCALE: 1/4" = V-10TO HEAVY 11 YES FROM 1998 91-FO02 -0 FIRM MAPS 2 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING ROVED DEFLECTION z JOISTS OR APP TOP PLATES RAFTERS W/ GREATER V. ROOF TRUSS SLOPES THAN J W/NO TOP PLATESCEILING SECOND STORY TOP PLATE— TABLE 3.1 AITTACHDED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL[ IN STUD INTERIOR WALLS AND H/180 � NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% — ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBELL DIAMETER 40% WFCM SECTION 3.3.1.1.1 1/3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE — EXT. WALLS w/ PLASTER OR H/iso OF STUD DEPTH STUCCO FINISHE „ / / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE a (ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES o_ J_jT 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40� OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE CROSS SECTION OF CUT OR of the cantilever. WALL DOUBLE AND N0 MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or 1 IN.x4 IN. RIBBON walls of sunroom SUCCESSIVE STUDS ARE DOUBLED additions or patio covers, not supporting edge of AND SO BORED cn �_ LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in OR BLOCKING 16d NAIL AT 24" O.C.JINSTALLED WFCM TABLE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION W T SILL PLATE ° JOIST ° o . SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING 1.2 FOR EXTERIOR BEARING AND INTERIOR rn BEARING WALL 2x4 CONTINUOUS r p" ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. NON— BEARING WALLS: R602.6 (1 ) 8C (2� FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o— O TYPICALWALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE 2-10d NAILS (n NTRUSS OR CEILING JOIST W F A S T E N E R S P A C I N G inches Z SEE STUD TO RAFTER Q FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—AC C PPLE T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS f O < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q _ _ � U TYPE - < 6 FEET < 8 FEET ,/2" SPACINGS (I A A E QCHI SIDE , 10-8d Q ALLOWS N0. 8 WOOD SCREW 16" 10" 8" INSTALLATION NAIL ANCHOR WITH 2 EMBEDMENT HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. Q LENGHT DOUBLE - A A NOTE: 2"x4" BLOCK NAILED TO EACH ~ STUD (MIN.) ° CORNER STUD �-- AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC',L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) a CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° NOTE: SIMILAR REQUI ED CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. Ll.l oJCONNECTION AT EAOH SIDE R-_QUI WALL STUDS AND AT TOP AND z ° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP Ld 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL A ° NAILS END D6WA L. FLOOR BRACING A T END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (n o WITH 2 EMBEDMENT FIGURE 3. 6 CONNECTIONS FOR OPENINGS Uj LENGHT � , ( WFCM ) Q u I SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS 1 a. THIS TABLE BASED ON 180 MPH WIND SPEED AND 33 FOOT MEAN ROOF HEIGHT. I ; ZD FACE OF FOOTING CEILING BRACING GABLE END WALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST � a_ 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN `n __j AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o, l /" SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ,�* TOP PLATE � O Uj d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING RIDGE TENSION STRAP ° H/2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. ° ��, H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER STUD 0 CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) ° le° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS ROOF RAFTER o a o TRANSFER SHEAR GABLE ENDWALL BALLOON FRAMING FOUNDATION CLEARANCE FROM SLOPES o ° 20 GA. STRAP— s�oL(MIN) PREFERRED METHOD 1,> AT HARDWARE RAFTER 14 WIDE MIN. 8d NAIL AT 12" O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEWBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CONNECTION ° TABLE R301 . 5 NOTES CZCM FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. 0O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE � WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER co S I m son Strong — Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO T p RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( 8-Bd TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 � A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADI I L I VE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. USE E � 3RAFTERTRIBUT DELVE LOAD OR AE3 ON POUND THE R 0 0 F RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISHALL BE FOR NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 LU 3 SCALE: N. T.S. SIZE PER MOST RECENT AITALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. "' ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL n, � CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR SAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND I W d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT W TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 W (,) e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURALJ WALLS" PASSENGER VEHICLE GARAGES 50 L ®II INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L 00 ACCORDANCE WITH o � TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. HIGH WIND EDITION,) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS40 FOR SECTION 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL ONAL CEILNRAGE PEROGOJOSTS A Db. ESECTON R802.10.62F RR ® ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT CONTAINING TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � EXTERIOR CORNER FRAMING ,. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie In ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC r,.. CO NECTIO SRESISTING I & LOA S published by The American Forest and Paper Association. Non- Structural lements GENERAL N 0 T E S: NAILING SCHEDULEare based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All Works shall be performed In accordance with all State, RESISTING SUPPORTING municipal, local zoning and building codes and ordinances ` NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on , n JOINT DESCRIPTION 5/8- ANCHOR BOLTS 399 O having jurisdiction and best standards of construction zfa % COMMON NAILS 1 - FLOOR sheet no. 1 practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/s" ANCHOR BOLTS 2s All non engineered lumber to be Douglas Fir#2 or better RAFTER TO TOP PLATE TOE-NAILED 4-Sd PER RAFTER g g # The American Institute of Architects Conditions shall apply sky.. 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 ' 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE t0 all work performed On this project. z: Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Bom Debris �s?? CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g ( ( ) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP prior to commencement of construction. The Contractor shall be Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. Z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and 0 COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a_ Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by V) TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Carbon Monoxide Alarms - R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD END-NAILED Foam plastic-Section R316 ( Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than S 5 million and automobile liability and damage Zo 4-16d PER 2X8 STUD Insulation-Section R316 coverage not less than S 2 million. The Architect shall be �n Dwelling Unit Separation-Section R317 N named insured FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 on" any and all policies. w Protection Against Decay-Section R317 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous o FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Accessibility-Section R320 JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED or pressure creosoted. 2-8d EACH END Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. 3-16d 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and -or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. r BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes O and the sewage disposal system to meet Health Department standards.Foundation Notes: Lv ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Da not scale drawings. Use figure dimensions only. N , „ 14. All work to conform to the rules and regulations of the New York " " 8' poured concrete foundation wall 8-0 high 3000 # test STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC 8d 6EDGE / 6FIELD Energy Conversation Construction Code. All glazed area to be double UJ Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 16"x8" poured concrete wall footings, 3000 test GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / P 9 # 15. The insulation protection as indicated on these plans exceeds z LJ..� 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for 0 30"x30%12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" 'EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48 minimum buried depth 17. Architect has not been retained for site supervision, on-site `! GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. All footing to be carried down to undisturbed soil O STRUCTURAL PANELS STUDS SPACED UP TO 16 OC /8d 6" EDGE 12" FIELD No footing shall be set higher than a 30 degree angle from any other footingJ Q Pour no concrete on frozen ground or in freezing water. (--- Provide 3 1/2' steel lolly columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS L braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND D Z Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 Q Draftstopping - Section R502.12 Z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: LL.I SSTI328 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Ld Floor Construction: NOTES FOR SPACING Q 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q 2-2x6 ACQ sill with termite shield and sill seal. ANC GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with SSP CONNECTOR AT 16" O.C. NOTE: 8d6" EDGE / 12" FIELD WFCM, Table 2 and Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 1x6 fascia, wrap GREATER THAN 1'= lOd 6" EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEM WITH 2-1/Z�� X 5�� LAG Vinyl vented soffits. MTS 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. USE 4 -8d NAILS AT EACH ENO BOLTS AT 16" ON CENTER Tyvek housewrap. ) 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END Simpson Strong-Tie 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition O 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: MTS 36, EACH ROOF RAFTER U210 2X6 F- N At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER �� Q SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/2 U 1 1 /4" COIL STRAP - Fallow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles z NAILS AT EACH STUD shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST < MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY j" ANCHOR BOLT (14") For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- 5- 8D TO STUD ONE SILL BP-3 PLATE percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST :,• U210 2X6 rJ (EVERY STUD) STUD TO S (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ATTACH T shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 ALIGN WITH JOIST BELOW • AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of ( ) Ev� SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 4.J `r) hold in place. �" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Ya" X 3" WOOD SCREWS o overlapping H2.5A AT EACH ROOF RAFTER 4-10d x 1 1/2" ' 7" MIN EMBEDMENT ° e e successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL P 0 R C H / DECK LEDGER (SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. ( CONNECTIONS ° •• A-3.2 FOR LOCATION Ice Protection Section R905.1.2) _ r, �;• ,e MINIMUM DOUBLE STUD ° O ( ) SIMSON STRONG - TIE Underlayment in High wind (Section R905.1.1) 0 D°•a C•0,• ° '° •• „ Flashing (Section R905.2.8) STU Y BEARING PLATE • i► '°• °° ° 1 1/4" COAL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 o"n ° ,o 'o,•° ' „P.` o, DOUBLE 2X MIN. Energy Efficiency - Chapter 11, see attached report o� D ,•e •D ;° .a a, L� a a, p '� USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR a • - ,a D General Mechanical System - Chapter 13 BEAM � � e • v •D v •D •D v '•d ip • e � P � a a °• al; a Heaitng and cooling equipment - Chapter 14 ■ �°• �,°. ,°., c •D Exhaust Sustem - Chapter 15 ■� DOUBLE TOP PLATE MTS30' ROOF RAFTERS Duct System - Chapter 1s Simpson Strong-Tie DD. ° • „a ••,= a Combustion Air - Chapter 17 AC4 • a • ' a ••' do "44 1% 10SSP Chimneys and Vents - Chapter 18 AT EACH POST o no, i`°• °•• SEE PLAN HEADER Plumbing - Part VII a 1 3/4" (MUM °• as 'e LJ Flood Zone - 301.2.4 LU EDGE DISTANCE '�•• 9 •° FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie U KUNG STUDS CS201 COILED Y" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2----,, L 00 JACK STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE sTu° 1 1/4" COIL STRAP - SIMPSON STRONG-TIE 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D /H2A SIDECOVER o U � AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D ° MIN EDGE . ® � MIN OVERLAP IS 12 NAILS AT EACH END, JACK O SIL DISTANCE*�� b 12" MIN OVERLAP PERRT2.5� ••-,,. : .; o •. • COMPONENT 6:>a'' ,>...�i •o. . SHEET N0. b. �:s' MIN EDGE STUD TO ROOF RAFTER FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FCUNDATION CONNECTION PORCH COLUMN CONNECTIONS