Loading...
HomeMy WebLinkAbout33848-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~qTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33574 Date: 03/04/09 THIS u~KTIFIE$ that the building ADDITION Location of Property: 750 HIGHWOOD RD (HOUSE NO.) (STREET) County Tax ~4ap No. 473889 Section 78 Block 9 Subdivision Filed Map No. -- Lot No. __ SOUTHOLD Lot 47 ( HAMLET ) conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2008 pursuant to which Building Permit No. 33848-Z dated APRIL 24, 2008 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROMAN J & CATHERINE WILINSKI (OWNER) of the aforesaid building. S~FO~K CO~DEPAR~ENTOFHF~%LTHAPPRO~i%L EL~-rKICAL U~K'rIFICATH NO. PLUMBERS CERTIFICATION DATED Rev. 1/81  Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 -- wm~St~6.$~I~API'LIC~ TION FOR CERTIFICATE OF OCCUPANCY This apphcatxon must be filled m by typewriter or mk 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 fi.om Board of Fire Underwriters. 4. Sworn statement fi.om 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 Plaaning 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 dweliing $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Cerlificate o£ Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. '~ 2~1 2/~_q New Construction: Location of Property: 7~0 House No. Owner or Owne ofProperty: Suffolk County Tax Map No 1000, Section Subdivision Date of Permit. Permit No. 3 ~t'_gS/~ Health Dept. Approval: Planning Board Approval: (check one) Old or Pre-existing Building:. Street Hamlet Block C/ Lot Filed Map. Lot: 5/'2.~. 'O_t~ Applicant: '~.0g~ ~. Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ 2 Final Certificate: (check one) // Applic~t~t~ igna~'ur~ ' FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33848 Z Date APRIL 24, 2008 Permission is hereby granted to: ROMAN J & WF WILINSKI 750 HIGHWOOD RD SOUTHOLD,NY 11971 for : DECK D~DDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 750 HIGHWOOD RD SOUTHOLD County Tax ~ap No. 473889 Section 078 Block 0009 Lot No. 047 pursuant to application dated APRIL 17, 2008 and approved by the Building Inspector to expire on OCTOBER ~ 00.00 ' ture ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSU~U.J-At~ [~'~NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / i NSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ~'~;~-~ S ] FIRE RESISTANT PENETRATION Frei D ENSPECT[ON REPORT I DATE FOr NTDATION (1ST'~ ROUGH F~G & PLUb~G LNSL~ATION PER N. Y ST,T~ ENERGY CODE F~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined . Approved 0 Disapproved a/c Expiration ,20 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 Flood Permit  Storm-Water Assessment Form Contact: APPLICATION FOR BUILDING PE~I~ Date ~10r,/ !?' ,20°o~ 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 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 Build'rog 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 ~uPtPhlioCriazn te; ignr :;; ~ tOo; sO olrnP lpYr e~tihs easl 2~l~]~Cbaubill; I na~V },o rO ~ldeicneasl~, ibn~¢ed ictnigonCsOf e, h,~ing code, and i;gl. 'al:'; 7~ ~i~(~ a(~,it ~(~S~'g ~,~lJiJm., nt or name, if a corporation) ~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~xc),~o~ c~nc[ C~6x~,~c',n ~,,_ ~;[,tl ~o-~_,'_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wi~be done: House Number Str~let Hamlet County Tax Map No. 1000 Section "] ~ Subdivision ('~c~Q o~ ¢hc~¼,oor~ct c~ ~t?~4O;e~.) d ~ Block ~ Lot q-~ Filed Map No. Lot 6~ 2. State existing use and occupancy of premises and intend, ed use and occupancy of proposed construction: a. Existing use and occupancy ~,,~[¢ -~c~ ~o ~1 ~ b. Intended use and occupancy ~, n~ I e._ ~m, {~( ¼o ox xo. t.~ ,~(~ 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work Estimated Cost Alteration (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor If dwelling, number of dwelling units If 0arage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ~4, ' Rear ~ d, ' .Depth ,~. Heigh[ Number of Stories ~L_ Dimensions of same structure with alterations or additions: Front /~¢ Depth. ¢Z~ , Height Number of Stories 8. Dimensions of entire new construction: Front Height ~;~ Number of Stories Rear 9. Size of lot: Front 10. Date of Purchase 11. Zone or use district in which premises are situated Rear _Depth Name of Former Owner 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO v// 13. Will lot be re-graded? YES__ NO v/ Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner ofpremises-.~t~ e~ ~,~.4- Address_ Phone No. '[&..~-I o 7,_z5 Name of Architect tqoJ'k ~ ~r+z_ Address 01oar~ ~1 I°,~ t-c.k~,~ ,x_ Phone No 7~b - +~ ~.~7~ Name of Contractor - Address ' - .3 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES__ NO v/ * 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__ · IF YES, PROVIDE A COPY. NO v STATE OF NEW YORK) COUNTY OF~_~--o / ~._S)S: ~omtt¢l IAi, I ,rl-SJ~l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the O ~ toeo, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 17 q4._ day of h~ 20 og No. 01306059400 Cornmtssion Expiles M~y 29, 20 ~ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A District Section Block Lot STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Prelect Require any Land Filling, Grading or Excavation where there isa change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Material within any Parcel? Wm this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Perm/ti EXEMPTION: Does this prelect meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl Yes No STATE OF NEW YORK, COUNTY OF .....g..i?...?...f-..:.!...~. ................... SS That I ! t. being dun sworn ' ' ' .............................................. , deposes m~d says thai he/she ts the apphcam for Pemnt, (Name of individual signing Document) And rJlat he/she is d~e .....O.....~-~...~..T~.. .......................................................................................................................................... (Owner, Contractor, Agent, Corporate Officer, e~c.) Owner tnd/or represent tm e of the Owner of Owner s, and ts duly aufllortzed to perform or bare performed the s;fid work ,'md to nu~ke mad file this application; that 'all statements contained in this application are true to the best of his knowledge and belief; mid that the work wilt be pertbrmed in die manner set forth in the application filed herewith. Sworn to before me this; .......................... ]...~. ............... duy of ...J~.. ..................................... 20...t2..~ FORM - 06/07 No, 01JU6059400 Qualitied in Sullolk County Commission Expires May29, 20 ~ ~ -'f. REVISIONS ~ ~..~~- ~ ~ ~. U_~WFUL ~o ~ W~HOUT ~RTIFICATE / / ~ ~ ~' ~ OF OCCUPA~y  ~ N/NO ~OA APp~O~ ~ AS NOTED~O% 5o%~ / -- ~ BE COMPLETE FOR C.O. ~ ~ ~A ~/ / ~ I~ REQUIREMENTS OF THE CODES OF N~ / ~ ~ / ~ ~ ~ ~ YORK STATE. NOT RESPONSIBLE FOR ~ / N82°19'~,,~ ~133.44,-~ ~ w ~ EXISTING ~ ~ BASEHENT I~ ~ ~ I':1 ~.. ~ PLOT P~N · ,, , .... -....... ,,.. .... . , ,, ,., :, .. , . ......: ..~,~,~_ j ': ~ ~ow co~ o~ ~ as~ ~ I ... , ~.-,.. ~, -~. , **. , ~.-~.. , i *"~ ~,L,,~ ~1 I I I ~ ~o ~,~:., ~,, e ~LE: ~ NOTED . ~,~o,' ~,-o,, .~,¢.?~ ~ ~l!~ '~ 3OB FOUNDATION P~N ' ~'~" r;~ 1/4"= 1 '-0" - REVISIONS ~__ -- I EXISTING EXISTING DINING ROOM KITCHEN NEW DECK ~'~' I 1 1'-0" ~l'-m' Z ~ 0 ~ DECK P~N G' DECK SECTION1 "~ 1-011 D~WN: JG 1¥4": 1'-0" ,, ,~ ~[ -~ ~ ~ '~, MARCH 26, 2008 =ENEf ,,4,L NOTE5 CONSTRUCTION NOTES: 1). The Information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compriance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codas are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3), Dimensions shall take precedent over scaled drawings, (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefsbracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner far ali built-in items such as bookcases, shelving, pantry, closefs, trims, etc. 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to detarmina intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil, 3). Provide 1/2" expansion joint material between concrete sfabs and abutting sonora e or masonry walls occuring in exterior or unheated in erior araas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 prs.i,. Concrete to be Ipoured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs t.o,, be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6 maximum its layers. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Insfall one Bx16 cast iron foundation vent for every 150 sq. ff. of area. ?). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. B). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1), All framing techniques and methods as prescriptive design of 2006 flBC High Wind Ed t on Wood Fram ng Cons ruct on Manua, 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Doug as F r. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted otherwise. . Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. headers to have (2) jack studs and (2) full length studs on each side of all 3penings. LVL headem to have (3)jack studs and (2) full length studs on each side of 3penings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4't and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire g where applicable. . All flush beams/headers to be installed with heavy duty galvinized hangers and applicable to ail connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted 7). Provide 2 - %3/4" thick mlcrolams ( height to match floor joists) around stalrwefl and/or other access open rigs un ess otherw se noted (typical). 5). Dormers running up roof rafters are to be supported by double rafters on either side g). Provide blocking/bridging in floor joists at 5'0 c.c.. Use solid blocking in fleer joists 10). Provide Insulation baffles at eave vents between rafters· Install draft blocking as needed. t 1 ). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood, plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13), All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and cedings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to de ~nstalled with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1), R?GE-TO-RAFTER ASSEMBLY: 1-1/4 X 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar lie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3,3. When a rafter er truss do not fall in line with studs below, rafters ur trusses shall be attached to the wall top plate and the wall top plate shall be attached to the ta the wall stud with uplift connections, Roofs overhanging the rake side of the building shafl be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b, When wall studs above dc not fail in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: Fimt wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ;onnectors. Stee~ straps shall have a mintmum embedmant of 7 inches in concrete bundatian and slab-on-grade, 15 inches in masonry block foundations, or lapped under !he plate and nailed in accordance with table 3.3b, When steel straps are lapped under the 3ottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, ~nchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5)· TYPE I EXTERIOR SHEARWALL CONNECTIONS: type I exterior shear walls with a minimum ef 7/16 inch wood structural panel on the exterior ~ftached with 8d common nails at 6" o,c, at the panel edges and 12" o.c, ~n the held, and 1/2 inch gypsum waflboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" o,c. in the field shall be in accordance with the length requirements specified in tabie 3.15a-b. 6), TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.tSa-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in tabfe 3.14 shall be permitted tc be increased when interior shearwafls are used, Sheathing and connections shal~ be in accordance with 2.4.4.2 and 2.2,4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with up~ffl connections in accordance with fable 3.5. Window sill plates shall be have s~fael connectors in accordance with table 3,5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connecters shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material fie be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 112" die x 7' long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to) a 12"x12"x12" thick concrete footing, Use a minimum t/2" dia x 8" long anchor bolt wiflh washers and nuts. Footings Shall be 3 ft. below grade, Porches with covered roofs shafl have f2" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 112" dia. belts with washers and nuts where needed. I. Concrete ptem ahatl be a minimum 8" above grade. s and anchors. Each Joist shall also be anchored to girder(s). ~. Covered Roofs shatl be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). AIl water supply, drainage and venting to be i~nstalled as per N.Y.S. Residential Construction Code, 2). Verify septic system with the Engineer for Suffolk Ceunfy Health Department approval 3). If wall studs, plates or joists are cut out during Installatbn for any plumbing related work, provide adequate bracing a_n.d plates to protect amd secure the s#ucture, Verify with the state code and manufacture s recommendation flor maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1), Mechanical subcontractor is responsible for a~dhearing to all applicable codes and safety requirements. 2), HVAC subcontractor is to fully coordinate all system data and requirements with the aqu pment supp er. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: · All electrical to be installed as per N.Y.S. Residential Construction Cede. . All electrical work shall be approved by a qualified Underwriter. , Install Smoke detectors and Carbon Monoxid,e detectors throughout as per section R317 f N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTERTO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAiL RIM BOARD EACH END TO RAFTER 2- 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMOh PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP pLATES AT 4 - f6d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO 24" FACE STUD 2- 16d COMMON O.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGE~ NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAiL END JOIST OR BLOCKING FOOT ,~EE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3- 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END TO JOIST 3- 15d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANEL 8d ~,S PER TABLE 3,~ WFCM - SEC CEILING SHEATHING: NAIL I NAIL JOINT DESCRIPTION QTY. ] SPACING GYPSUM 7" O.C, EDGE WALLBOARD 5d COOLERS110. O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING STRUCTURAL ~,S PER TABLE 3.9 PANELS 8d COMMON WFCM - SEC 7/16" fab 3" O,C. EDGE PLY1/VOOD 6d COMMON 6" O.C, FIELD 7" O,C. EDGE GYPSUM 5d COOLER5 f0"O.C. FIELD WALLBOARD FLOOR SHEATHING: JOINT DESCRIPTION STRU~,T, URAL PANELS t OR LESS NAIL NAIL QTY, SPACING 6" O,C, EDGE Cd COMMON 12 C.C. F ELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, t). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-canter at the panel edge TO obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced TO1 - t6d nail per foot. PLAN CONTENT6; OOCIIPANO¥ CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DLUELLING BUILDING HEIGHT (SEE PLANS) TOTAL ECl. FT. OF OON~TFZUOTION (SEE PLANS) DE61GN CRITERIA PRE6OR~pTIVE AS PER N.¥,6, RE61DENTIAL OONCTRLIOTION CODE AND 2006 SE~O HIGH WIND EDITION, ~OOD FRAME CONSTRUCTION MANUAL FRaMiNG ELEMENT~ ~ ~E~ FLO0~ PL~N~, 0~08~ 8ECTION ~ND GENEraL NOTE8 EXT. ~ALCONIE~ ~TTIC~ Bio 5TOWAGE ~TTIC8 ~/ 6TORA~E 20 DE61~N LO~D CALCULATION8 ~OOF (~ROUND ~NO~ LOAD) 20 (LIVE LOAD~ ~OOM5 (OTHE~ THAN SLEEPING) 40 ~00~5 (~LEEPING) ~0 STAI~8 40 GAU~D~AILS (~NY DIRECTION) 200 LOA~ ~TH ~EE ~ONST~CT[ON AN~[N~ ~TH CONNECTION (ROOF - FOUNDATION) DETaiL ~AGE ~ G~NE~L NOTE N~[LIN~ ~CH~LE 5EE GENEraL NOTE FiRE PROTECTION ENER~T CALCULATION6 RECCHEC~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN INEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ROOF SHEATHING RE¢ UIREMENT, FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING qAIL SPACING AT iNTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O,C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O,C, NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C, 8d COMMON @ 4" O,C, SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I ). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 fool perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>o.4g. For framing members with <0.42<G<(9.4g, the nail spacing sha{~ be reduced to 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter ! truss framing members with G>0,49. For framing members with 0.42<G<0,49. the nail spacing shall be reduced to 3 inches o,c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O,C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON @ 6" O,C, 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements sha~l be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0,49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches o,c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONIS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2)~ USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - CO2 DETECTOR liN ADDITION TO SMOKE ALARMS PER FLOOR. S~c+`lon R~,02.~ - FI~EBLOC~ING RE~UlRED FlreblocKln~ shall b~ provld~d 'co cu+` off all concealed draft openings (bo+`h v~H. lcel and horizontal) drop =ellln~s and cov~ ~ellln~s. 5). For +.he rlreblockln~ or chimneys and rlreplac~,s, refer %0 6ec+`ton RIOOIJ~,. N.¥.S, ~eslclentlal Code, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOt.UING, ©~ AF:'Pf~O~/ED USP METAL GONN!ECTO~5 Fof~ F='R[OPEI~ LUIND f~ESISTANT O©NST~L~DTION. FOLLOI¢ MANIJFAOTUf~E'5 f~EGOMMENDED INSTALLATION INST~LJOTION5 TO ,&CHIEVE MAXIMUM UPLIFT LOAD 5TAIR~ 1-1/2" SPACE MINIMUM HANDRAILS ~ ,/ 4" DIA. MAXIMUM BALUSTERS OPEN EALUETE~ HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE PULL LENGTH OF THE STAIRS. HANDORIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 5Tf~INGER TO DECK/PORCH CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 114" HIGHER THAN LVL HEADERB TO ALLOW FOR SHRINKAGE, 4" MAX. 4" DIA. MAXIMUM DECKIF~Ot~CI4 ~,~,ILINO POST- RIM/DECK JOIST~ POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DiA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POET/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 SOLID COLUMN PBS44 / PBBE44 / KC44 POST CAP ANCHOR P, PPLY TO EACH COLUMN I PBSB6 / PBBE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN iXBHoLLO~NSOLID COLuMNCOLUMN SIMPSON STRRII2 H,C. ANCHOR APPLY TO EACH COLUMN JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER POST/COLUMN -- POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2} 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GII~DEt~.IHEADER ~OET/COLUhlN ~ GIf~DEI~/HE,~,DER: TO PO5T/COLUMN CONNECTION FLASHING TUCKED UNDER ~IECE OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW WASHERS CONNECTED TO BLDG ~32" CC FLOOR FRAMtNG BLOCKINGFOR LAG BOLTS RIM JOIST 2x JOISTS 'JOIST HANGER DECK/PORCH LEDGER CONNECTION WOOD J~ BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION PAU66 OR WE66 6XB POSTI USP NUMBER 4X4 POST PAU44 OR WE44 DESCRIPTION mOST / BEAM ANCHOR 3CBT / BEAM ANCHOP APPLICATION APPLY TO EACH FOOTING APPLY TO EACH FOOTING CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION 3 BEAMS PAU66 OR WEB6 POST BEAM ANCHOR APPLY TO EACH P ER UNIDISTLIF~ESED 5OIL LAY PLASTIC BABE DIRECTLY ON UNDISTURBEB SOIL (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS IDIETLIt~I~,EID / POOR~ 5OIL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AB PER MANUFACTURES' iNSTRUCTIONS CONC. PIER FOOTING DECK & PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. ~[I fasteners, hangers and anchors to be galvirdz~d er stainless steel. ~). Girders for deck joists to be bolted ar anchored to each post ur pier with washers and nuts. Birders o~ concrete piers shall be anchored with piper steel connectors anchored nto incite with a minimum 1/2" die x 7" bng anchor holt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete feeding. Use a minimum 112" d~a × 7" long anchor holt with washers and nuts, Footings Shall be 4 g. below grade. ~). Deck joists to have blocking at 8'0 o A minimum of 10 inch flashing shall be installed be[wee~ the building and ledger, ar to be fastened t~ building with 1/2" dia. bolts with washers and nuts grade. Joist shall aisc be anchored girder(s). ' contact with ACQ, ~nchors with Z-MAX tdpple protective coating ar e~ua~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND BEISMIC FROST W]NTER ICEBRIELD LOAD (MPg) CATEGORY DEPTH TEMP. REQUIRED FLOOD BNOW BPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARBS 45 LBS, ~2~ B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - NAILING SCHEIDULE N~A~L NAIL NOTES JOINT DESCRIPTION QTY. SPACING JDIST TO: 4 - 8d ~COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d ~COMMON EACH TOE TO JOIST END N~IL BLOCKING TOE TO JOIST 2 - 8d ~COMMON EACH END NAIL BLOCKING TO: 3- 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 ~ 16~' COMMON JOIST NAIL JOIBT ON LEDGER 3 - 8d ~COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 ~ 16dl COMMON PER END TO JO~ST JOIST NAIL PER BAND JOIST TO' 2-16dl COMMON FOOT TOE NAIL SILL OR TOP PLATE