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HomeMy WebLinkAbout39298-ZNo: 37349 Town of Southold Annex P.O. Box 1179 54375 Maiu Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SHED Location of Property: 290 Old Field Ct, Mattituck, Date: 12/29/2014 12/29/2014 SCTM #: 473889 Sec/Block/Lot: 120.-3-8.27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2014 pursuant to which Building Permit No. 39298 dated 10/21/2014 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: ACCESSORY STORAGE SHED AS APPLIED FOR The certificate is issued to Misiriotis, John & Misiriotis, Irene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Permit #: 39298 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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) Permission is hereby granted to: Misiriotis, John & Misiriotis, Irene 64 87th St NY 11209 To: construct a nonhabitable accessory shed as applied for At premises located at: 290 Old Field Ct. Mattituck SCTM # 473889 Sec/Block/Lot # 120.-3-8.27 Pursuant to application dated To expire on Fees 4/21/2016. 10/3/2014 Date: 10/21/2014 and approved by the Building Inspector. ACCESSORY $284.00 CO - ACCESSORY BUILDING $50.00 Total: $334.00 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'l%o 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, Afterations 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 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Z 70 House No. Street Hamlet Owner or Owners of Property: k S r r ry S Suffolk County Tax Map No 1000, Section i 2. C� Block 3 Lot � Subdivision i'r-4e-i-- Ae v "k Filed Map. & �- G g Lot: Permit No. Date of Permit. Applicant:/4--4,,,,r, (y-- g%�X a n L -A=c Health Dept. Approval: 1y �� Underwriters Approval: /L/%/f Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: / (check one) TOWN SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION FOUNDATION 1ST ],FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] .CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE ( INSPECTOR " r G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" [ ]FOU ATION iST [ ] UNDATION 2ND [ FRAMING /STRAPPING [ ]FIREPLACE &CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ]CODE VIOLATION REMARKS: _ ] ROUGH PLUMBING ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING,---,, DATE INSPECTOR TOWW OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION. [ ] FOUNDATION 1ST. [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING 1 STRAPPING [= - FINAL [ ] FIREPLACE A CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING IM O RR A n Or L+. DATE �" � � � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHQLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined /0/&, 20 Approved I -P4,20 P l Disapproved a/c Expiration �/ , 2014 Fn� OCT - 3 2014 —Bt -DG. DEPT. TOWN -OF, SOUTOOLD PERMIT NO._q BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: 1 (^ld Phone: I - 1 1 - Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date q /0 - 0 — , 20 1 `7 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 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 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. / �+ (Signaturgdf applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant' is a co oration, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 2—y — 14 Plumbers License No. 1W4 Electricians License No. X/r.t� Other Trade's License No. i►/�i� 1. Location of land on which prop( 2-S0 viz r --"-k House Number Street !1 • T 1 ! 7T � /SAA h work will be done: Hamlet Subdivision Fk"­'- V, V /h sr"cia--'1 Filed Map No. k -&-o g Lot 2. State eXisting use and occupancy of premises and i a. Existing use and occupancy 5r --5/c %4e and occupancy of proposed construction: b. Intended use and occupancy /,S- X--" v Hai,k,-e� � [-� . 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost f-2-0 D CA --1 Fee 5. If dwelling, number of dwelling units If garage, number of cars - (To be paid on filing this application) Number of dwelling units on each floor 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 Z c. Height i Number of Stories 1 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 Stories 9. Size of lot: Front I �-1 y r Rear. jlr-q (: i Depth 368- a 3 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 )r- 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO—k- 14. Ok`14. Names of Owner ofremises Address Mme, /�; /� Phone No. Name of Architect f� �-V-J- 1 fi ,�, -- S Address4' t�;�'' & ,A Phone No _ 611 2vh3 3 s r Name of Contractor d:L,-,r Car S/, -L -e Address z e3 R* T - r3 Phone No. 6,3 f 22 ; - G �3 O 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X * 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) SS: COUNTY OF ) /" 8 �G.�%aD✓�►� S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the C' No. 01 BU8185o50 Qualified in Suffoil cy (Contractor, Agent, Corporate Officer, etc.) Commission Expires "pril u" jL ' 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 N n a_^, r' day of ® �`it� 201 (1 V. �� j� Scott A. Russell USUFi=C;� � SUPERVISOR 0 SOUTHOLD TOWN HALL - P. O. Box 1179 0 53095 Main Road- SOUTHOLD, NEW YORK 11971a- 55TOR IMMAT]ER h4A,NA\GIEMUENT Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) _... _... ...... _....__......... .................... DOES THIS PROJECT INVOLVE ANY ®IF THE FOLLOWING: Yes I No (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. - 100 feet of horizontal distance. ®' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El 0 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 squarc feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes -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. _....... ...... .... ate APPLICANT: (Property Owner, Design Professional, Agen , Contracto , Other) S.C.T.M. #' 100 NAME: �r.SN� n Ac Z V O • Y L� `-2 mrmt Section Block Lot Contact Information: "0 3 1 C�Z 6,9 ✓ I Property Address / Location of Construction Work: _C�0 Dl/5:1e /c� FORM * SMCP - TOS MAY 2014 *:'*7'170R BUjILDING DI: PARTNNICNT UIS E ONI., Y >:" l Reviewed By: -Py Date: Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) I \J\ / boo -/20 - -3-W, L�L7 A TOWN OF SOUTHOLD PROPERTY RECORD CARD ,va rbx) ;�je OWNER STREET � Cy 6) VILLAGE DIST. SUB. M r K (r cj-kQ ( d Sk I (AJ ACJR. REMARK TYPE -OF -BLL r✓ a -n V PROP. CLASS 60D "I LAND IMP. TOTAL DATE cclor-9 i) C) 41 Z 2- o00 Z(�65 o6l(6 rss� 73s 31110-0 A, I 15 0 D (S ----------- -7,300 -7307b 1350 -5 751) p-il-:V FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOMAND DEPTH -&ADAVLANDI BULKHEAD HOUSE/LOT fZ'"06 iV-- (on TOTAL 16 3I 1 F+- , 0 (o t, j At- e- S N SURVEYED FOR: JOHN MISIRIOTIS & IRENE MISIRIOTIS LOCATED AT: MATTITUCK,T/O SOUTHOLD,SUFF.CO.NY. LOT: 25 MAP OF: "FARMVEU ASSOCIATES" FILED: 9/1/1987 MAP# 8808 S.C.T.M.# 1000-120-3-8.27 SCALE: 1 "=40' R=403.40' f U%-" �,J" CERTIFY TO: STG ASSOCIATES,A DIVISION OF FIDELITY NATIONAL TITLE PONCE DE LEON FEDERAL BANK JOHN MISIRIOTIS & IRENE MISIRIOTIS TITLE# 11-7407-510136SUFF FILE# 47425 y f Jk GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2010 New York State Fire Prevention and Building Code effective December 28, 2010, Which Includes but not limited to the following 2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 New York State Energy Conservation Construction Code, 2010 plumbing code, 2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building code, 2010 property maintance code of New York State ALL CODES shall supercede the drawings and shall be incorporated Into the drawings WHETHER they are Indicated on the Plans or NOT 2 The reference Standard utilized AMERICAN FOREST & PAPER ASSOCIATION Wood Frame Construction Manual for one and two family dwellings 2001 Edition (800-890-7732) THIS MANUAL shall be incorporated Into the drawings WHETHER they are Indicated on the plans or NOT 3 Written Dimensions take precedence over scaled dimensions 4 The contractor prior to the start of construction shall verify all dimensions, existing or new and be responsible for field fit 5 All Nene/ Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity of 2000 pounds per square Foot All Existing footings shall be 36" below grade Minimum It shall be the responsibility of the general contractor to verify the depth of all existing footings disturbed by construction Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils Investigation 6 Poured In Place concrete shall be air entrained, 5% < 7% total air content by volume and have an ultimate compressive strength at 28 days of 3000 psi Except exposed slabs, garage slabs and steps shall be 3500 psi All work shall be in accordance with the 2010 New York State Fire prevention and Building Codes All Concrete shall conform to the latest ACI standards 7 Base design value for visually graded dimensional lumber Joists, studs Rafteirs and All Framing lumber shall be DOUG -Fir #2 or better, E=1 6, Min Fb for dimensional lumber = 1000 psi ALL EXTERIOR LUMBER Shall be ACO requiring the following a) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D OR STAINLESS STEEL STAINLESS STEEL SHALL ONLY BE USED WITH -IN ONE MILE OF THE WATER b) Use Copper flashing Only against ACQ Lumber SIII Plates c) All Structural connectors I e simpson strong -Tie or USP, etc shall be Hot -Dipped Galvanized or Stainless Steel Nailing Schedule for Lateral and Shear Connection requirements BASED ON TABLE 31 OF THE WFCM 2001 EDITION i DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING I r ROOF FRAMING ICE SHIELD jr RAFTER TO TOP PLATE (TOE NAILED) 4-81) EACH RAFTER" CEILING JOISTS TO TOP PLATE (TOE NAILED) 4-81) EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5-16D EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED) 4-16D EACH RAFTER RAFTERS TO RIDGE, VALLEY (OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING 00 J TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE 1 PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-16D JOIST- EACH SIDE STUD TO STUD (FACE NAILED) 2-16D 24"ON CENTER HEADER TO HEADER (FACE NAILED) 16D 16" O C ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-16D (max wall ht, 10') EACH STUD TOP AND BOTTOM PLATE TO STUD 3-16D (wall ht, I V to 20') EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-161) NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 8-16D CONTINUOUS HEADER TO STUD (TOE NAILED) 4-8D CONTINUOUS HEADER TO STUD (TWO PIECES) 16d 16" o c along each edge BUILT UP CORNER STUDS 16d 24" ON CENTER BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS 16d �k�k " NAIL EACH LAYER AT 23 -INCHES ON CENTER AT TOP AND BOTTOM AND STAGGE R NAILS 2 -NAILS AT EACH END AND AT EACH SPLICE NOTE 1, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON -CENTER AT PANEL EDGES CEILING SHEATHING ATTACHMENT REQUIREMENTS Gypsum wallbioard-1/2" thickness 5d cooler nails spaced 7" on edge and 10" in field SEE ALSO Table R702 3 5 of the NYS Code for Min thickness & nailing of Gypsum board CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WINE) SIESMIC SUBJECT TO DAMAGE FROM ICE SHIELD Less than or less than or FROST PERIMETER EDGE ZONE SNOW SPEED DESIGN 4-1/2" #6 Wood LINE 12 Inches UNDERLAYMENT FLOOD LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD 20 LBS 1201 B SEVERE 31-011 MODERATE TO HEAVY YES NO TABLE R301 2(1) Residential Code of NEW YORK STATE 22 Windows in buildings located in Wood -Borne debris regions (areas within - hurricane prone regions within 1 mile of the coastal high water line were the basic wind speed is 110 miles per hour or greater or 120 miles per hour as per figure R301 2(4) of the New York State Residential Building Code shall meet the requirements of the large Missle test ASTM E 1996 and the ASTM E 1886 referenced therein (values are nominal design 3 -second gust wind speed in miles per hour) A EXCEPTION' Wood Structural panels with a minimum of thickness of 7/16 Inch and a maximum span of 8 feet shall be permitted for opening protection Panels shall be precut to cover the glazed openings with attachment hardware provided In the table below Label all panels and store in a clean dry area of the house Attachements shall be provided in accordance with the table as follows B Fastener Schedule for wood plywood panels TABLE R301.2.1 2 Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or PERIMETER EDGE ZONE equal to 4 feet equal to 6 feet equal to 8 feet 4-1/2" #6 Wood 16 orches 12 Inches 6 Inches Screws on center on center on center 4-1/2" 48 Wood 16 inches 16 inches 12 Inches Screws on center on center on center a This table Is based on 130 mph wind speeds and a 33 -foot mean roof height b Fasteners shall be Installed at opposing ends of the wood structural panel Fasteners shall be located a minimum of 1 Inch from the edge of the panel c Fasteners shall be long enough to penetrate through the exterior wall covering and a minimum of 11/4 inches Into wood wall framing and a minimum of 1-1/4 inches Into concrete block or concrete, and into steel framing a minimum of 3 exposed threads Fasteners shall be located a minimum of 21/2 Inches from the edge of concrete block or concrete d Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration -resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds DESIGN LOAD INFORMATION A Ground Snow Load 20 psf B Rooms other than sleeping: LL = 40 psf, DL = 10 psf C Sleeping Rooms- LL = 30 psf, DL = 10 psf D. Roof, no ceiling load LL = 20 psf, DL = 10 psf E Roof with cathedral Ceding, LL = 20psf, DL = 15 psf F. Decks* LL = 40 psf G Exterior Balconies LL = 60 psf, H Guardrails and Handrails- LL = 200 psf I Guardrail balusters and panel fillers* LL = 50 psf J Attic without Storage LL = 10psf, DL = 10 psf K Attic with storage* LL = 20psf, DL = 10 psf L Stairs, 40psf Refer to NYS code Table R301 5 for all Live Load foot notes ROOF SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-310 OF THE 2001 WFCM EDITION Sd Deformed 2-1/2" nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance for gable end walls 3 - second gust Wind Speed @ 120 (MPH) STRUCTURAL SHEATHING STRUCTURAL SHEATHING (SEE NOTE A) Spacing At panel At Intermediate edges edges in field INTERIOR ZONE 12"o c 16" o c 6" 6" 6" 6" PERIMETER EDGE ZONE 12"o c 16"o c 6" 6" 16" 6" Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" Inch diameter head the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be Interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip NOTE A For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-311 OF THE 2001 EDITION Maximum Nail spacing for 8d common nails 3 - second gust Wind Speed @ 120 (MPH) STRUCTURAL SHEATHING Spacing At panel At Intermediate (SEE NOTE A) H/180 edges edges in field INTERIOR ZONE 12"o c 6" 12" Exterior walls with stucco finish 16"o c 6" 12" 4 -FOOT EDGE ZONE 12" o c 6" 6" 16"o c 6" 611 NOTE A, Wall sheathing within 4 -feet of the corners, the 4 foot perimeter edge zone attachment requirements shall be used Exterior sheathing shall be full height continuous from the bottom plate to the upper top plate, with all panel edges over framing shearwalls shall be In accordance with the full height sheathing requirements specified in the WCFM manual tables 3 17 A-E Wood shear walls shall be constructed of exterior grade wood structural panels Hurricane Tie at each raFte/ �II�II ALLOWABLE DEFLECTION Rafters having slopes greater than 3112 with no finished ceiling attached to rafters II II II H/180 �I II �I II L/240 Exterior walls with stucco finish H/360 Exterior walls - wind loadslbdttle finishes L/240 Exterior walls - wind loads/flexible finishes L/140 � W O 0-4 Cn W W V •.IIIV V.• VI YVVI 1 IGQVGI Typical each side and ALL windows and doors TYPICAL ELEVATION WALL TO HEADER STRAPPING NTS JPS RT10 ANCHOR it each Rafter With 6) 8d x 1-1/2" nails in Rafter 8) 8d x 1-1/2" nails In plate 6) 8d x 1-1/2" nails in Stud Ipllft = 585 lbs 1-1/4" x 20 Gage Metal Coil Strap with (6) -8d common nails in each end catch hack studs and window or door Header. Typical each side and ALL windows and doors RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE NTS NOTE; 8d COMMON NAILS ARE 2-1/2" LONG ALLOWABLE DEFELECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION Rafters having slopes greater than 3112 with no finished ceiling attached to rafters L/180 Interior walls and partitions H/180 Floors and ceilings L/360 All other structural memebers L/240 Exterior walls with stucco finish H/360 Exterior walls - wind loadslbdttle finishes L/240 Exterior walls - wind loads/flexible finishes L/140 L = span length, H=span height 1/2" structural plywood Panel, Attached to Frame in accordance with Table R301.2.1.2 Residential code of NYS WINDOW UNIT PLYWOOD STORM PANEL SHUTTER DETAIL Refer to General Notes for Panel fastener requirements i HOLLOW COLUMN UPLIFT CONNECTION ON CONCRETE 3ON - H2 5A ►CH RAFTER 31RDER w/ 2-1/2" DIA THRU S & WASHERS AT EACH POST ;H HEADER CONNECTION REATED PORCH POST HED WITH 8" DIA PERMACAST IMN SELECTED BY OWNER 30N ABU66 POST BASE WITH ANCHOR AS PER MANUFACTURER'S SPECIFICATIONS NFORCED PATIO SEE FDN PLAN A CONCRETE PIER ON 24" X12" FOOTING :LOW GRADE DETAIL i5 FOR HURRICANE STRAPPING ONLY N T.S REFER TO PLANS FOR CONSTRUCTION DETAILS AND DIMENSIONS, 1-1/4" galy x 20 gage coil strap with (5) 8d common nails In each end at each rafter. PROVIDE@STRUCTURAL RIDGES Each Rafter on Each side of Ridge to have a iSimpson LSU skewable hanger/ RAFTER TO RIDGE STRAP NTS NOTE RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED WITH 4-8d COMMON NAILS IN EACH END Nail to back of each stud FOUNDATION -SILL -STUD STRAPPING Applies to Garage Wall and Slab on Grade Construction NOTE; ALL STRAPPING SHALL BEAR MIN 12" ON STUD OR RAFTER FACE TYPICAL STRAPPING IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL Z U Q 0 Q p0 W 0� = Q U) J Q W W LL co Q 4J �0 0 W 0- N a) E co c 0c`C -02 'fl.l.0Co ,a 0 -(n &: C V a) tT oa), rn in r (0 V _ 0� 0 C a) Y L0.a)() moo v �=cOC)3 .c4-- in t Z c L "o 02cac0)-a,_cN�- tn rn •— "Q c a� to MZ c E o M 2-16d Common _ nails at 6" o c comer stud connected to transfer shear Preservative -treat( barrier required for connectors in contact with treated wood - refer to Simpson CLEAR S `f Use 1-1/4" Metal 6; Coll Strap 20 Ga§edit 4�i j�{F, P #'L E -p 12 Min (6) 8d common mall- B LU Q 11 in EACH END at NOTIFYBUILDING EPARTMENT r+ U EACH Stud. 765-1802 8 ANi TO 4 PM FOR THE 0 FOLLOWING INSPECTIONS I— F- 1 FOUNDATION - TWO REQUIREDL WALL TO WALL STRAP FOR POURED CONCRETE Z ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 -Comer Studs -Side Wall HDU5 Holdown Typ Blocking not shown for clarity Typ SIII on Conc Fdn wall 5/8" SSTB Simpson Anchor Bolt & coupler nut assembly SIMPSON HDU5 CORNER HOLDOWN NTS 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE COPES OF NEIN V YOr\K STATE NOT RESPO'4''16LE FOR UM' DESIGN OR CONSTRUCTION ERRORS U_ 0 P UN AWF i Ji CERTI l.t ' t l I t `IFm� 6 t .,�01- E7-LV:C, I, Z1ICP1 , U) J N E~ 03 W N � W O 0-4 Cn W W ~ ! 00 C W ZZ Z o _1 J 1 O 0 9 v 091 CUT W W U_ =Z=1W N LENGTH W Q- u) i 12" Min CD = M 2-16d Common _ nails at 6" o c comer stud connected to transfer shear Preservative -treat( barrier required for connectors in contact with treated wood - refer to Simpson CLEAR S `f Use 1-1/4" Metal 6; Coll Strap 20 Ga§edit 4�i j�{F, P #'L E -p 12 Min (6) 8d common mall- B LU Q 11 in EACH END at NOTIFYBUILDING EPARTMENT r+ U EACH Stud. 765-1802 8 ANi TO 4 PM FOR THE 0 FOLLOWING INSPECTIONS I— F- 1 FOUNDATION - TWO REQUIREDL WALL TO WALL STRAP FOR POURED CONCRETE Z ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 -Comer Studs -Side Wall HDU5 Holdown Typ Blocking not shown for clarity Typ SIII on Conc Fdn wall 5/8" SSTB Simpson Anchor Bolt & coupler nut assembly SIMPSON HDU5 CORNER HOLDOWN NTS 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE COPES OF NEIN V YOr\K STATE NOT RESPO'4''16LE FOR UM' DESIGN OR CONSTRUCTION ERRORS U_ 0 P UN AWF i Ji CERTI l.t ' t l I t `IFm� 6 t .,�01- E7-LV:C, I, Z1ICP1 , N E~ 03 � W � W 00 o c� O I I I I ------ �L 1 — — — — — — 1 RIGHT ELEVATION SCALE: 1/4" = V-0" I I I I CI- - - - - - - - - - - - - - - - - - - - I� LEFT ELEVATION SCALE: 1/4" = 1'-0" CD 0 0 N --— 'k— Co i 1 I i I 1 I I J , REAR ELEVATION SCALE: 1/411 = 1'-0" I I I I CI..- _ — — — — — — — — — — — L l 1 J FRONT ELEVATION SCALE: 1/4" = V-0" ontinuous Ridge Vent Ice and Water Shield consisting of Ridge board 2 -layers of underlayment cemented together or of a self -adhering 12 2x4 CT @ 16" oc polymer modified bitumen sheet, shall extend from the eave's edge 10 to a point at least 24 inches inside 12 the EXTERIOR wall line of the Building 3 TYPICAL FOUNDATION In accordance with chapter 4 of New York State Code 8" poured Concrete Wall on 16" x 8" Poured Concrete Wall Footing I 2 x 6 ACQ sill plate, SIII seal, Copper Termite Shield. I All foundation walls to extend to virgin soil t TYPICAL ANCHOR BOLT Maximum Spacing 5/8" @ 32" an center embedment of 7" with 3" x 3" square washer Hold 12" off comers and hold 4' to 12" off each end of each sill plate, Uplfit strap connections at all bearing walls. TOP 2 LATE I Co TOP OUOUNDATION d Simpson HDU5 Hold-downs with 5/8" anchor and 14 SDS 1/4 x 2-1/2" wood screws Provide at corners of garage walls and doors and at Building corners- see Foundation plan and Drawing -1 detail sheet for details on Tie Downs and strapping 0 0 N TYPICAL HDU5 HOLDOWN a TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ fasteners as per WFCM 2001 for one and two family dwellings Ice & Water barrier as per NYS code section R905 (Note- Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade, span rated structural plywood Sheathing, 2x8 Rafters 16" oc Nail to framing in accordance with RCNYS, WFCM 2x4 Ceiling Joists 16" oc and Fastener Schedule & Strapping detail sheet(s) TYPICAL SOFFIT CONSTRUCTION. 12" overhangs -typical 6" Wood fascia & 6" Wood rake boards Trim in aluminum or use "azek" or equal metal drip edge, Vented Vinyl Soffits TYPICAL EXTERIOR WALL c Vented Vinyl Soffits 2x6 Doug -Fir Wood Studs @ 16" oc. I Double top Plate and Single Sole Plate d 1/2" exterior Grade - Span Rated ,- — — — — = — —I— — — -- — 1 — — — — — — — — — -, —4- Installed per manuf specs and RCNYS ' uplift Strapping installed in accordance with '71 ' o•fid D d • o• �d D d • ' WFCM 2001 manual and drawings F- Lijo (n I1 TYPICAL FLOOR CONSTRUCTION A See Foundation Plan W TYPICAL FOUNDATION CONSTRUCTION Bottom of 8" 3000 psi Air Entrained Poured concrete I wall on 16" x 8" Poured Concrete Wall Footing Exterior- Damproofing 2x6 Grade Minimum � � treated Sill Plate, SIII Seal And Termite Shield SCALE: 1/4" = 11-01 I ' 8" SQ PERMACAST I Uplift Strapping per WFCM 2001 manual 30" X 30" SKYLIGHT ' INTERIOR WALL FINISH (optional) Provide 5/8" Fire Rated Gypsum Wall Board on ceilings I I POST and walls of garage. UNEXCAVATED Provide Fire Rated gypsum wall wall Board located MEETING 120 MPH , DBLE FRAMEOPENING ; 1 6" 4000 psi concrete slab with o I TYP EACH SIDE I on granular compacted fill Iq I ; ''° I a� 1 I pitch away to drain a ; N I I o ' granular fill. Pitch slab o c r~ CZ N ' ;;� �; '/."/ft to garage doors 1 , 2x8 Rafters 0, 16"oc I I I CN _ _ _ 1 2x4 Ceiling Joist @ 16"ocl I I I I 2x8 Rafters 16 oc ; 1 1 I o drop top of concrete 2x6 Ceiling Joi 16"oc ; I 2x4 Collar tie j@ 16" oc ; I I I see plan for size 1 , , I 1 ' 1 1 I, , I 111 1, !'- I 1 1 1 x I I 1 1 N I I I drop top of concrete 1 ; 1 I I as required for garage a I 2-2x12 ; 1 1 �L -------------------------- 0 --------------------- 1 1 ---7'_0"x7_--011 51-611 — — — --—— — — — — —� I i 15'-0" 1 ST FLOOR PLAN 151-011 SCALE., 1/4" = V-0" 81-011 ontinuous Ridge Vent Ice and Water Shield consisting of Ridge board 2 -layers of underlayment cemented together or of a self -adhering 12 2x4 CT @ 16" oc polymer modified bitumen sheet, shall extend from the eave's edge 10 to a point at least 24 inches inside 12 the EXTERIOR wall line of the Building 3 TYPICAL FOUNDATION In accordance with chapter 4 of New York State Code 8" poured Concrete Wall on 16" x 8" Poured Concrete Wall Footing I 2 x 6 ACQ sill plate, SIII seal, Copper Termite Shield. I All foundation walls to extend to virgin soil t TYPICAL ANCHOR BOLT Maximum Spacing 5/8" @ 32" an center embedment of 7" with 3" x 3" square washer Hold 12" off comers and hold 4' to 12" off each end of each sill plate, Uplfit strap connections at all bearing walls. TOP 2 LATE I Co TOP OUOUNDATION d Simpson HDU5 Hold-downs with 5/8" anchor and 14 SDS 1/4 x 2-1/2" wood screws Provide at corners of garage walls and doors and at Building corners- see Foundation plan and Drawing -1 detail sheet for details on Tie Downs and strapping 0 0 N TYPICAL HDU5 HOLDOWN a TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ fasteners as per WFCM 2001 for one and two family dwellings Ice & Water barrier as per NYS code section R905 (Note- Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade, span rated structural plywood Sheathing, 2x8 Rafters 16" oc Nail to framing in accordance with RCNYS, WFCM 2x4 Ceiling Joists 16" oc and Fastener Schedule & Strapping detail sheet(s) TYPICAL SOFFIT CONSTRUCTION. 12" overhangs -typical 6" Wood fascia & 6" Wood rake boards Trim in aluminum or use "azek" or equal metal drip edge, Vented Vinyl Soffits TYPICAL EXTERIOR WALL c Vented Vinyl Soffits 2x6 Doug -Fir Wood Studs @ 16" oc. 15'-0'1 Double top Plate and Single Sole Plate d 1/2" exterior Grade - Span Rated Continuous Structural plywood Sheathing. Fastened per Fastener schedule drawing tyvec House Wrap or equal - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Vinyl or Wood Siding as per clients selection NA Installed per manuf specs and RCNYS ' uplift Strapping installed in accordance with '71 ' o•fid D d • o• �d D d • ' WFCM 2001 manual and drawings F- Lijo (n TYPICAL FLOOR CONSTRUCTION A See Foundation Plan W TYPICAL FOUNDATION CONSTRUCTION Bottom of 8" 3000 psi Air Entrained Poured concrete SECTION _ Footing to Abe 36" below wall on 16" x 8" Poured Concrete Wall Footing Exterior- Damproofing 2x6 Grade Minimum approved U) treated Sill Plate, SIII Seal And Termite Shield SCALE: 1/4" = 11-01 Anchor bolts per Foundation Plan and WFCM 2001 Uplift Strapping per WFCM 2001 manual and drawings INTERIOR WALL FINISH (optional) Provide 5/8" Fire Rated Gypsum Wall Board on ceilings and walls of garage. UNEXCAVATED Provide Fire Rated gypsum wall wall Board located t as per code, manufacturers requirements and drawings TYPICAL COVERED PORCH FOOTING 24" x 24" Poured Pier Footing minimum 36" below grade, 12" Dia Concrete pier FOUNDATION PLAN SCALE 1/4" = 1'4" Z U D Q 0 Q 00 W 0_' W W LL W 0 0 .j n 0 00 ry 0, LL N v a� E c rn N V O 0 Co .0 B -ate �rn '6 cv0 2 �c�.�� v, O O in In Q =nm0CF o v ` N C O O)3 .0 O "J Q1 O C O vr. N O (0 C N'd S .a C cO N M� C E O M V cu O Cr tr t- o N 15'-0'1 d N LU O - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • ; .�. ------ ' ._.. — — �— J. 1 '71 ' o•fid D d • o• �d D d • ' o© F- Lijo (n -_- •---- --------------- -------------- -- W ` 1 r U • 1 1 U) 1 ' EXTERIOR PATIO SLAB UNEXCAVATED ', 1 6" 4000 psi concrete slab with TYPICAL SLAB I on granular compacted fill Iq 4" poured concrete slab ; ''° I pitch away to drain a ; compacted clean o ' granular fill. Pitch slab o c r~ CZ '/."/ft to garage doors 1 p 1 ; I T; 1 1 o drop top of concrete as required for Man adoor, see plan for size I , , 1 1 1 1 1 I 1 1 drop top of concrete d as required for garage a doors -------------------------- 0 --------------------- 1 1 51-611 91-611 I i 151-011 81-011 FOUNDATION PLAN SCALE 1/4" = 1'4" Z U D Q 0 Q 00 W 0_' W W LL W 0 0 .j n 0 00 ry 0, LL N v a� E c rn N V O 0 Co .0 B -ate �rn '6 cv0 2 �c�.�� v, O O in In Q =nm0CF o v ` N C O O)3 .0 O "J Q1 O C O vr. N O (0 C N'd S .a C cO N M� C E O M V cu O Cr tr t- o N d N LU O Z LU F- Lijo (n J W W U CUO U) V1 N I~ en en o c r~ CZ kn c� 0