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Home My WebLink About35178-ZFORM NO. 4 TOWN OF SOUTROLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34609 Date: 10/13/10 THIS u~KTIFIE$ that the building ADDITION TO ACCESSORY Location of Property: 1700 PARK AVE (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 123 Block 8 Subdivision Filed Map No. Lot No. MATTITUCK Lot 5 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 15, 2009 purs,,~nt to which Building Permit No. 35178-Z dated NOVEMBER 24, 2009 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 SECOND STORY ADDITION (STORAGE ONLY TO AN EXISTING NON-HABITABLE ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to EMILIA & ILYA KABAKOV ( OWNER ) of the aforesaid building. Su~OLKCO~NTYDBPAR~ OF I~,/~,THAPPROV~J~ N/A ~.R~-rKICAL ~TIFICATH NO. 134031C 09/10/10 PL~Ei~S u~KTIFICATION DA'i'~u3 N/A Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35178 Z Date NOVEMBER 24, 2009 Permission is hereby granted to: EMILIA & ILYA KABAKOV 1700 PARK AVENUE MATTITUCK,~IY 11952 for : SECOND STORY ADDITION/ALTERATION (STORAGE ONLY) NON HABITABLE TO EXISTING ACCY GARAGE PER APPROVED PLAIqS AS APPLIED FOR at premises located at 1700 PARK AVE County Tax Map No. 473889 Section 123 Block pursuant to application dated SEPTEMBER 15, 2009 Building Inspector to expire on M3tY 24, MATTITUCK 0008 Lot No. 005 and approved by the 2011. Fee $ 140.00 Authorized Signature Rev. 5/8/02 ORIGINAL Form No. 6 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. denied, the Building Inspector shall state the reasons theretbr in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.0, 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 Certitcate of ~ ~nt. r -.~,~-.~ ration~~ ~-~ yelling $25 ~, $25.0,~.~ finesses $5l ~ CFm New Construction: Old or Pre-existing Building: (check one) Location of Property: I'~(~) P~.(' ~x House No. Street Owner or Owners of Property: ~'-[ Suffolk County Tax Map No 1000, Section Subdivision Permit No. 35 i '-/C~-~ Date of Permit. Block O~ Filed Map. Applicant: Underwriters Approval: Health Dept. Approval: Hamlet Lot Lot: Planning Board Approval: Request for: Tempor_ ~ertificate Fee Submitted: $ ~ ~"- Final Certificate: (check one) Issue Date g/10/2010 Electrical Inspection Certificate Electrical Inspection Sewlce, Inc. Application Number 375 Dunton Avenue 134031C East Patchogue, New York 1'1772 (631) 28~6642 Issued To: E. Kabokov Street: 1700 Park Avenue Village: Mattituck Zip: Section: Block: Lot:. 11952 Town: Southold Contractor: Lademann Electric Inc. (L) Mc. # 4141-E Was examined and found to be in compliance w#h the National Electrical Code. [_] Commercial [~ NVDefects [-[ Pool ~ tetFIoor ~. Indoor [_! Basement ~ ] HotTub [] Residential [ i Der. Garage [~ AtUC ~ 2nd Floor ~ Outdoor L Addition [-~ Survey Switche~ Receptacles Flxturec GFI Heaters A/C Fans 3 2 g 2 Dishwasher Washer/Amps Dryer/Amps Oven Ran~Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Me~r Amps Phaee UGIOH Jacuzzi Television CO Detector 2 400 1 [] - Bide, Permit: Other Equipment ',2) 200A Raintight Disconn-ec~2~ ~anel Hugo S. Surdi Pre~ident TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [,~I:RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ,[]FIRERESISTAI~I'PENETRATION REMARKs: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS'IR~ [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ]FIELD I~$1~]~cTION REPORT I DATE ] " , COMMENTS FOWO~,~O~ ~O~T~O~ (2~) PL~G STAT~ ~R~ COD~ ~D~ION~ COUNTS TOWN OF SO~THOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved /d t~, 20 ~?f '/ Disapproved a/c ! Expiration ~ i ,20 BLDG bell TOWN O~ SOUIHOLD PERMIT NO. ~-- 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: Mail to: ~.~, ff~¢' J'~//~/~t,r~/"~.-- Phone: Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ,20 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. (~iSi~~ name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ngineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~/...tc/'~ ~ ~"~/C'~ (As on the tax roil 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. Location of land on which proposed work will be done: 17oo House Number Street County Tax Map No. 1000 Section /~- Block Subdivision Filed Map No. Lot Lot O3- 3. Nature of work (check which applicable): New Building State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C,, ,'t~,~r-q5 ~ / ,J' b. Intended use and occupancy C~r~l~" / ./~rr~]'~'~' _~ Addition Repair Removal Estimated Cost If dwelling, number of dwelling units If garage, number of cars Demolition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupanc,2(, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front ~'~---'~ Rear Depth 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__ 14. Names of Owner ofprgu~ises K/°rS lda " Address . . . Address Name of Architect ~'~ ,,/'~,~ /~'7-'t-- Name of Contractor Address Phone No. Phone No Phone No. NO '72¢ 9 $ 15 a. ls 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. ls this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO V 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 ~ ,~/~ t/7/~",~'~ /'~- ~- being duly sworn, deposes aba says that (s)he is the applicant (Name of individual signing contract) above named, (Contractor, Al~ent, C6rporate 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 day of ~.,~:~a~m~ 20 ~h ALICIA WALKER Notary Public .... li~.-0'i{N}~6 i ~061 Corn Qualif~l. iq ~k ~un~ mission ~p~res ~pt. 25,~ u~~Ure of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER O,WNER StREet ?-/~O V"LAGE S W DISTRICT SUB. ACREAGE /,)~ TYPE OF BUILDING LOT /7 RES. SEAS. VL. LAND ~,Z a oAGE , ~ z~N~W Farm Tillable¢~;~O 'i'illable, 3 Woodland :~wampland IMP. ;z7~ 2 oo TOTAL IG FARM DATE House Plot Fota I COMM. REMARKS IND. CB. 9'7 Garage 123.-8-5 accessory 3/05 Foundation Ext. Walls Fire Place Porch Porch Patio Driveway Bath Floors Interior Finish He~t Attic Rooms 1st Floor Rooms 2nd Floor J ~jO6q~ ,,~/~ r~/, Interior Finish Porch Attic Porch Rooms Ist Floor TOWN OF SOUTHOLD PROPERTY RECORD CARD ~'-R~ ET I V,LLAGE D,Sl.1 SUB. LOT ACR. TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE REMARKS FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD TILLABLE WOODLAND MEADOWLAND HOUSE/LOT TOTAL " COLOR '-~ -- -- TRIM 1st 2nd 123.-8-5 1/07 g ~OJ~.O---' ~"~0~/ ~'.~5 3 t,~O Foundation ce Fin. B. Bath Dinette FULL COMBO ~¢~. Kit. ~tCns~on Basement CRAWL PARTIAL Floors Extension Ext, Walls Interior Finish L.R. ~ ~ ~ ............. ~5 FirePlace Heat D.R. ~ ,, u ~ ~3 Woodstove BR. ~ ,, ,/ ~ ~ ~ Dormer Baths DeckO~ ~ ~5 ~S~Ir~ ~ ~ ~ -~ ~_ Dock ~+~ I0~ Faro' Rm. Erosion, Sed~mentat,on & Storm Water Run off ASSESSMENT FORM PROPERTY LOCATION: ,~8,C.P,M.#:.../ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION CFA ¥ ,% Section 8lock Lot I'~em Number; 2 3 4 District (HOTE: A Check Mark ( 4f) Ior each Queslion is Required tot a Complete Application) 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 Slructures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! STORM-WATER, GRADINGI DRAINAGE AND EROSION CONTROL FLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, Will this Ptojecl Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Matedal within any Parcel? 5 6 Will 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 Ibis Project within the Truslees jurisdiction or within One Hundred (100') fee( of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hund ed (100') of Horizontal Dislance? 8 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direcl Storm-Water Run-Off into and/or n the dec o cfa Town right-of-way? Will this Proiect Require the Placement of Material, Removal of Vegetation end/or the Construction of any Item Within Ihe Town Right of-Way or Road Shoulder Area? (This itenl will NOT include the Installation of Driveway Aprons.) Yes No 9 Vv'ill this PIoject Requite Site PreparaEon wilhin [he One Hundred (100) Year Floodp a n of any Watercourse' E~ ~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark ln the Box, aStorm*Water, Grading, Drainage & Erosion Control PLan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit! EXEMPTION: Yes No Does this proiect meet Ihe minimum standards for classiflcalion as an Agricultural Project? Note: If You Answered Yes to this QuesRon, a Storm-Water, Grading, Drainage & Erosion Control plan is NOT Required! STATE O F NEW Y( )RK, t't)l ~N I'Y ()l:. m~e a~td file d~is application; thai ;dj smlemcnts contained m d~is applica~on a~e ~v¢ to the best otbis knowledge ~d belief; ami fl~a( tim wink ~*ill be pe~ fomx'd m dm nmnnm s¢'t Iodh m fl~e application filed herc~(lh, ,; 1~7,~ ~dain Road P.O. Bo× 117!t Sl~ulhllld, NY I Tclephom' ((;31) 7t;,5-1802 Fax ((;[41) BI ~IL1)IN(; I)I'~PAI~,TMENT TOWN OF SOUTHOLD September 10, 2010 Emilia Kavakov 1700 Park Avenue Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) "',,J Electrical Underwriters Certificate. '"",4 A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35178-Z addition/alteration to accy garage "soUTH ROAD" / BOARD OF IRVjh :.5 CREAT pECON1U 546 SF DECK 2790 SF RESIDENCE L~ SCALE: 1"= 50' SITEPLAN SCTM# = 1000 123-08-05 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OCCL PA~!, '~;,'~ USE IS Lh~.,. ,, UL WITHOUT '-'CATE OF OCCUF';,I 17¢ ARPROVED AS NOTED 1. FOU;~D&TIOr,~ - TWO REOUIRED 2, RC, tJGH - FRAMING & PLUMBING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF IIEt¢ YORK STATE. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ~Xl~bn~J 5~ru~ur~ Outdoor 23'.,-G" EXISTING FLOOR PLAN ~) .5c.,a1¢: Y4" = I '-O" ADDI'I'ION 'l'O GARAGE 1~xl~tln~J Structure Garaoe m (2) I-$/4 x I 1-7/~ ~ (2) I-B/4 x I 1-71~ I=LOOR PLAN - DEMOLITION ~Xl~tm~ .~tru~ur~ 5t;ora~, e 5"J I~,d' ~ I I '-?Y4" ~}_ ADDITION 5'-I SECOND FLOOR PLAN NY I,IC. z MARK SCHWARTZ ~ l~[Mlq ROAD ~T ~: ~STA~O or met. al eh'ape over nd~Je to roof raft~ - b/p. ~ (not apphcabl= E collar (&) I Od ~,ommon na~l~ each end of collar 19'o~nde altetnat~n0 5~rnp,Jon H2 Q- U I 0 or ~,ual hurr~car~ etraF'~ to tie roof raftor to dbl. plate $ et;ud - prcrade ,~lmF~on LF'I'4 or equal metal et;raps to rim b~ ~ d~. pla~ -~.~ ~ ¢"o.c. P~de ~m~on HG or wall s~u~ ~ b~ ~ I G' O.C, P?o~d~ S~mp~on HG or e,~.ual metal et~ ~ be wall -~. ~ IG"O.C. P~de a~Fr~ m~l pla~ washer, n~ ~ a~hor foun~, wall - ~. ~ G'~ O.C. (~m ~ e~n~) I E' NG DIAGRAM NOT TO SCALE ADDITION TO GARAGE Top of Rmd~j~ ~@ i-h~ Roof ~v. + 15'-3 Y~' ::1: Top* of ~ Ground L~vel Top of Garage ¢loor ~ Ground I~l Elev. 0'-0' · ~:o r~ma~n ~l~tln~ ~ra~je Roof to be n~moved Top of Pla~ ~ Ground L~v~l E~ev. +~,'-5,~" - Top of Garage Ploor ,~. ~ Ground L~I EXISTING SECTION ,~cale: Y4" = I I'Oll SECTION - DEMOLITION Scale: Y4" = I I'OJl TOP of ~d~Je New ~,~mbr~J P, oo~ Elev. +22'-C? · Top of ?lab~ ~econd Top of Plab~ @ + ~7'-~Y~' ± I~obtom of Header ~ Second Flcor WlndOw~ Second Floor Top of Sub Pk~or @ 5e~-~nd r-lc;or I-~/4 x I I-7/2, md~Je beam ~xlO roof ?aRe~m ~IG"o.c. asphalt ~ ehm~le ~ ~ulldlne Fa~ ~ m~h ~met~n~ ~4" ~n~ erade ~xG ~uble pla~ ~' drywall board 2xTM 0 IG" o.c. ~' exterior orade plywood eheath ~x4 ~hoe plate Top of Com:~ 19oor 14" TJI floor jolet 0 IE"O.C. ~/~' drywall board ~x~:er~or Walls to remain C~r~r~to ?ounda~t:lon W~lle ?I O?05ED SECTION Scale: Y4" = I'-0" 24'-I I' 19'-2' Ou~r~oor 5tora~Je concr,ef~ block wall Garage ~etln~j 4' thick conc~ Nab to b~ removed ~,' thl~k E3'-G' .XI TING OUNDATION I:'LAN Scale: Y4" = I '-0" MARK SCHWARTZ ~1~ MAIN itOAD CUTCHOGU~ [.1,1 Z PERMIT SET: Foundation Plan Sections & Strapping A-2 EXI.STI NG EA.ST ELEVATION ILO" EAST ELEVATION - DEMOLITION PR,OF'O.SED EA,ST ELEVATION ADDITION TO GARAGE EXISTING VVE~ST ELEVATION EXISTING 50UTH ELEVATION Ocal¢: ,Y4-" = I'-0" to be removal ~o I:~ r~moved WE,..ST ELEVATION - DEMOLITION ILO" (~ DOUTH ELEVATION - DEMOLITION Ocal¢: ~" = I '-0" PP~OPOSED WEST ELEVATION ILO" PP-,.OPO',.SED 50UTH ELEVATION Scale.' Y4" -- ILO" Top of I~daJe~ ~ New Gambrel To~, of Sub Fl~or ~i~ ~1 New Unflnl~l~ed ~,corld Iqoor l',~ LIC. ~ MARK SCHWARTZ ~4~5 MAIN ROAD CUTCHO~I.~ N~W YORK 11~5 Elevatiom A-3 GENF_.R, ,L NOTE,5 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 compliance 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 cedes, ord nances and regulations, otc. These codes 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 sca[ed drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction ccordinating 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 prefabracted fireplaces meets er exceeds manufacture's specifications and applicable codes, 7). The General Contractor is to consult with the owner for all built~in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint matarlal between concrete slabs and abusing concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrele 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 p.sJ- Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers), 6), Crawl spaces to be provided with a minimum 18"x24" access opening· Install one 8xl 6 cast inn foundation vent for every 150 sq. It. of area. 7), 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· 8), Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES · All framing techniques and methods as prescriptive design of 2006 SEC High Wind Framing Construction Manual. , Unless otherwise noted, all framing and structural wood material to be #2 + BTR. 3), Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted otherwise. 4. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug· Fir. Bearing wall headers o have (2) jack studs and 2 fu length studs on each side of openings, LVL headers to have (3) jack studs and (2) full length studs on each side of openings· Bearing wall W ndow s s shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8% Provide fire and b ock ng where applicable, ~. All flush beams/headers to be installed with heavy duty galvinized hangers and 's where applicable to all connecting joists. 6, Double up floor ctsts under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper cad capac ty un ess no ed on plans· 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical), 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted, 9). Provide blocking/bridging in floor joists at 8'0 o.c_ Use solid blocking in floor joists under all bearing walls, 10). Provide insulation baffles at eave vents between ratters Install draft blocking as needed. 11), Unless otherwise noted, all roots and walls to have a minimum 112" thick, 4-ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12)· Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL4OO adhesive and screwed to floor Joists. Finished fleer 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 ceilings 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. Bill plates to be installed with a foam sill gasket and cop-r-lex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE-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 era ridge strap, the number of tod common nails required in each end of the collar tie need not exceed tfie 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 acccrdance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached te the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift cennections. Roofs overhanging the rake side of the building shall 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 sha be attached with uplift connecflons in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplitt connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimuro embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b, When steel straps ere lapped under the bottom plate, 3 inch square washes shall be used with the anchor belts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a, In addition to spacing, anchor 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 of ?116 inch wood structural panel on the exterior attached with 8d common nails at 6" e.c, at th,e panel edges and 12" o.c. in the field, and t/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" e.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6)· TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requlirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16, 7). INTERIOR SHEARWALL CONNECTIONS:: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2,4.4,2 and 2,2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder cennecfiens shall be attached with uplift connections In accordance with table 3.5. Window sill plates shall be have steel 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 netched and anchored on top of the beam or slope connectors 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, ail framing materiel to be #1 ACQ pressure treated lumber. All fasteners, hangem and aechem to be galvJnized or stainless steel. [). Girders for deck joists to be ballad to each ,post with washers and nuts. ,~irders on concrete piers shall be anchored with proper steel connectors anchored nto concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ]. Posts suppertmg girders shall be anchored to a 12 x12 x12 thick concrete foe g. Jse a minimum 1/2" die x 8" lung anchor bolt wth washers and nuts. Footings Shall be 3 ft. >slow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. ~1). Deck joists to have blocking at 8'0 5. A minimum of 10 inch flashing shall be ins!tailed between the building and ledger. _edger to be fastened to building with 1/2" die, bo ts w th washers and nuts ,vhere needed. . Concrete piers shall be a minimum 8" above grade. · All joists to be supported with hangers and anchors. Each Joist shall also be anchored girder(s). ,. Covered Roofs shall be assembled and ar~chored the same manner as a typical building. All water supply, drainag, n Code. If wall studs, plates or joists a~ provide adequate bracing state code and manufacture's LUMBING per N.Y.S, Residential zy Health Department approval. 3n for any plumbing related work, with the s size and spacing permitted 1). Mechanics requirements· 2). HVAC subcontractor is to equipment supplier. I to all applicable codes and safety requirements with the 3). HVAC subcontractor to final system lay and submit it to the General Contractor and owner for final review and app~revaL ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code· 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y,S. Residential Construction Code. NAILING SCHEDULE, ROOFFRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST 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 - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RiM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: t TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BO"FrOM Z - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIS1 Z - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP - 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATFIING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3.6 STRUCTURAL PANEl 8d WFCM-SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 5d COOLERS 7". C.C. EDGE WALLBOARD 10 O.C · F ELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3,g PANELS WFCM - SEC 7/16" OSB 6d COMMON 3" O,C. EDGE PLY~NOOD 6" C.C. FIELD GYPSUM 5dCOOLERS 7" C.C. EDGE WALLBOARD 10" O.C, FIELD FLOOR SHEATHING: .SPACING I UL=~ 1IBTRUIC.'f..URP~. L~sF~ANELSl8d COMMON6 ,C.C. EDGE 12' O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1), Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements fer 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 - 16d nail per foot. PLAN CONTENT, : , eUlLpII',tG MEI~HT (SEE PLAN0) ~ / TOTAL 5(2. FT. OF CONST~tJOTION (SEE =~ESC~IPT[ME ~5 PE~ N.T.& ~ESIDENTI~L CONST~CTION CODE AND DESIGN 2OO~ 5BO HIGH ~IND ~ITION, gOOD FRAME CONSTRUCTION F~AMING ELEMENT5 A5 PE~ FLOO~ pLaNS, CRO55 5LOTION AND ~ENE~AL NOTES EXT. ~ALCONIE5 ATTIC5 ~/o 5TORQUE DESIGN LOAD CALCULATION5 ~OOf (GROUND 5NDE LOAD) 20 ['LIVE LOAD5 p~F3 ~00~5 (OTNE~ T~AN SLEEPINg) 40 GAURDR&IL8 (ANT DIRECTION) 200 LOA~ PATH 5ER CONSTRUCTION ANglINg PATH CONNECTION (~OO~ - FOUNDATION) DETAIL P~E * ~ENERAL N~TE NAILING ~CNED~LE 5ER GENERAL NOTE FI~E P~OTECTION ~m.: I (8MO~E ~ 002 DETECTO~) ~ 5ER FLOO~ T~U~5 ~ESI~N N/~ - 5TANDA~ 5TICK F~AME CONSTrUCTiON ENACT C~LCULATION~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROSt WINTER ICESHIELD FLOOD SNOW SPEED DESIGN INEATHERINC- LINE TERMITE DECAY DESIGN UNDERLAYMEN1 HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING RECUIREMENTS FOR WIND LOADS: NAIL SPACING ',JAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 3d COMMON @ 5" C.C. SEE NOTES: 1,3 INTERIOR ZONE gd COMMON @ 6" O.C 8d COMMON @ 12" C.C. gEE NOTES: 1 ( BOTH FI NOTE: 2 FOR PANEL FI GABLE ENDWALL RAKE AND RAKE TRUSS 5d COMMON @ 4" O,C 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO if MENTIONED iN SCHEDULE NOTES ONLY. 1). 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 foot 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>0,49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c, 3). Tabulated 4 inch o,c. nail spacing assumes sheathing to rafter / truss framing membem with G>0.49. Far framing members with 0,42<G<O,49, the nail spacing shah be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAiL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 12" O,C. SEE NOTES: 1,3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 12" O,C, SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE 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 shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.4g. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches c.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 CONDITIONS. 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 IN ADDITION TO SMOKE ALARMS PER FLOOR. 5action I~.~O2.~, - F:IREESLOOK, ING ~E~LJlR~ED Flreblock. ln~ shall Be provided to cut- oflF all concealed drar~ ~penTn~ (be%h vertical and horizontal) and %o Form an efFe,etlve Fire barrier betLUeen stories, and ~et~een a top s%ory and th~ r~? space, I), ueln~ ~arallsl r~s o¢ e%uds or e~a~red e%ude, drop ceilings and cove ceqln~s, In conceale~ spaces between st-alt st-rin~ers at the t-op and ~ottom of the run, Enclosed spaces under s%alrs shall compl~ mlth 5eot-lee f~SM,g,, N.'r'.5, Resident-Iai Code, 43, At openings around vents, pipes and ducts at. celHn~ and floor level, to resist, t.he Free passage or 5), For t-he Flreblockin~ of' chimneys and fireplaces, refer to 5eot.Ion ~1OO1.1~, N.~.5. ~esldent.lal Code, I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE Tt-IE FOLLOUJINC'~ APPROVED LISP METAL CONNECTOR5 FOR PROPER UJIND RESISTANT ~ GOOD OON~TRLJC_.TION, FOLLOLU MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD C, APAOIT¥. KING STUDS q ) : , ' ---- RAFTER -- WALL STUD ..~ -' -~ ' CRIPPLE STUD - ~ -- ~) BOTTOM PLATE ~ ) DOUBLE JOIST , . SIDEWALL _ RAFTER :LOOF JSP NUMBER ~ESCRIPTION APPLICATION 1BT. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO t SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCAT~ONIUSP NUMBERI DESCRIPTION APPLICATION ~AFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND, ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPI I JOIST DIRECTION WITH (2) JOISTS. UNDER WALL ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAF APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP ~PPLY OVER RIDGE TO EACH RAFTER 2xC-2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LB210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC METAL STRAP ~ CRICKET AT TOP-SIDE OF )' VENTILATION CHANNEL CHIMNEY RAFTER RIM BOARD ~ /j WALL SHEATHING RAF:TER5 . vM;I~i~TL~iON W -- FOUNDATION 2 '.C} .- '.'. ,- '_'. ? ~¢..- ''..' ' ' / FINISH WALLAND MOISTURE ~=~--~ ~ ~'~ 2x4BOFFITJOIST ATTICSHALLBEPROVIDEBWlTHA '~ %~/' ~FASClA MINIMUM NET FREE VENTI~TING AREA ' 4 TLR NOT LESS THAN 1/150 OF THE AREA OF ~ WOOD GIRDER THE SPACE VENTI~TED. ALL OPENINGS CONTIN. SCREENED VE,3 SHALL BE COVERED WITH CORROS ON- ~-SoFF T EXT. PLYWOOD % / / BARRIER TO LAP F~SHING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC ~/ / AT WALL-- MAINTAIN GAP AND ALL WiNDOW/DOOR OPENING JACK STUDS % /~ / BE~EEN WALL FINISH AND =LOCH JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION .~ / , ~/ ROOFING TO AVOID SOAKING WALL STUD 3N ALL OPENING~ % ~ / /~ ¢,' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH I INSTALL 4'0" O,C. ' ~~__~ FLASHING TO FORM 0,ANNEL LOCATION JSP NUMBER DESCRIPTION APPLICATION OPENINGS OF *~ INCH IN DIMENSION. ~O~T~ ~E 8" - 14" LSTA30 1-1/4"x3B" 18ga. STRAP AND JACK STUBS~~~ AND SO AS TO MAINTAIN AIR CONNECT TO I 3N ALL OPENINGS ~ % ~ ~ ' - .~~ GAP TO PREVENT CAPIL~RY 4" - 6' RAFTER RTl0 10-3/4" x 18ga. ~BOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BB~EEN JOISTS THAT!ARE SPICED AND I NSTALL4'0"O.C. ¢ ~ ~%% ACTION C ONNECTTO *OO, ~ENTIL*TION/ OVERBEARINGWALLSAND HEADERS 14".16" LSTA36 1-1t4"X36"18ga, STRAP AND JACK STUDS 0"-12"RAFTER RT20 ZI-I/a"x20ga,~DOWNANCHOR EACH~FTER 5OFFITED EASE DETAIL 3N ALL OPENINGS KEEP ROOFING NAILS OUT i ~ ~ F~SHING 4 INCHES I ~ ~FTER O RIDGE CAP OF SAME SHINGLES AT BASE MIN. 4 INCHES T~ROUGH VENT ~ TOP PLATS GIRDER/HEADER I 51DE FLASHING WOOD JOIST ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48'OC AND ALL WINDOW/DOOR OPENING JACK STUBS M~L FLASHING AT ALL EAVES, 51DEBALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RA~E8 -- PROVIDE ~EHME~ ~GE8 50 I . ~ NEOPRENE ~ ~ * ~x~ t2xB CONTIN~OU~ WOO~ ~L~TE ~ CONC. SLAB GASKET ~ ~ ¢ *~ , ~ ~ CO~C. SLAa ~¢. ~'~ ~%' ~' ~ ,,~ KE~AYFOOTING ~ v ~ CONC. FTG. ~'~. ~'~. Z.' ~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS I ~~,' ... ,.. , '~ (USPLBPS58ORBP583) 3"~TEE~COLUMN SILL PLATE TO FOUNDATION ROOFING AT a TTO (CRAWL SPACE OR FOUNDATION) 1 STORY 72" DC TTPICAL ~EAM DETAIL SILL PLATE TO FOUNDATION ~PICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. ~G. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" DC 5TELL / ~OTTOM (S~B.ON.GRADE) 1'2STORIES S7"OC ~OOF JACKS ~ VENT5 DETAIL COMPACT FILL ~"% '/// FOR BLOCKO'UT = STEEL BEAM II/// ....... P.T. P~TE ~ ~ ~ ~ ~ X NOTCH JOIST AND ADJUST HEIGHT , ' , ' , ' , ' 1/2" AIR SPACE ',~% ~ ~ ~ ~y~ ~;;,~,i~:;~ ,.~C~ ~ ~,}_ ~;}~ <;:~ ~;~ ] 7~,4 ~ [~ ~ (PROVIDEST~PPINGTOKEEPJOISTS.ALIGNED) INGBAR ~. ~ , J NOTCH EQUALS I/4 DEPTH OF BEAM I[~ ,>. I JOIST ~ REINFORCING BAR ~; ~ ¢~ ~ SHEET METAL/30~ FELT UNDER BEAM ATPOINT · z,, d, i 12" ~ ,, ~_¢~ - OF CONTACT WITH CONCRETE OR CONC. BLOCK ~ ~~ = i STEEL BEAM ~PICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~ REINFORCING BARS THICKEN S~BS BENEATH BEARING WALLS AND COLUMNS, '~ ~ REINFORCE FOOTING WITH (2) ~ REINFORCING BARS.~ 3" MINIMUMBEARINGSuRFACE FOR WOOD SEAM ~ ~O~ ~E~M POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U,SE THE FOLLODIN~ OR APPROYED IJCp METAL CONNECTOR6 :FOR PROPER LUIND RECISTA, NT CONCTRLJCTION, FOLLOW M,ANLI:F,'",CTURE'$ RECOMM:~NDED INCTALL,ATION INCTRUCTION6 TO ,,&CWIEVE MAXIMUM UPLI:FT LO,AD O,AP,ACIT"r'. 4" MAX. '%. 4" MAX. 4" DIA, MAXIMUM \ GIRDER/HEADER m POST/COLUMN '~ 12"x12"x12" -- ti m- CONCRETE FOOTING DECK POST FTC. CONNECTION DECK/F:'Ot~ON ~,~,ILIN~ LOCATION USPNUMBER BE~SCRIPTION APPLICATION 8T.41f~ POST-TO-GIRDER/HEADER CONNECTION 4x4 POST PAL44 OR WE4,,'CBT/~BEAM, ANCHOF ~,PPLY TO EACH FOOTINO 8X8 POST PALER OR WECE CST ,BEAM ANCHOF ~,PPLY TO EACH FOOTING USE MIN (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS [ HANDRAILS G If~PE~/HE~,DEFZ BALUSTERS RIM/DECK JOIST- -~ o CONCRETE PIER HANDRAIL CONNECTION ALL HANDRAILS SHALL SE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS% LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT SE LESS THAN 1-1/4" NOR MORE THAN 2" USE MIN. (2) 1/2" DIA. GALV, BOLTS WITH WASHERS AND NUTS ~' ~ (2) BEAMS PAL44 OR WE44 3CST / BEAM ANCHOR ~PPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ¢~I'RDEI~/HE,'",DEt~ TO PO~T/COLUI"IN CONNECTION (3) BEAMS PAL66 OR WE66 ~OST / BEAM ANCHOR ~.PPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF BIDING BELOW LINDISTUR~ESEP 5OIL GIRDER/HEADER- -- '~) 2- 1/2" DIA. LAG BOLTS W/~ASHERS ~ LAYuNDISTURBEDPLASTIC BASEBoiLDIRECTLY(oRGANicsON ED TO BLDG. @32 CC REMOVED) LEVEL BASE ~ FIT CONSTRUCT[ON TUBE AND PLUMB __ FILL AS PER MANUFACTURES~ INSTRUCTIONS X ~ / FLOOR FRAMING 2x JOISTS II~------IIl--=m~ -=lll~ I BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS i.A LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B 4x4 SOLID COLUMN PBS44 / PBSE44 / K044 ~OST CAP ANCHOR APPLY TO EACH COLUMN ~ISTLI~fSE:D / POOt~ ~OIL 6x6 SOLID COLUMN 'DS66 / PSSE661 KC66 =CST OAF' ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL ,~TRINGEI~ TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSONSTRRI/2 H,C, ANCHOR APFLYTO EACHCOLUMN DECK/PORCH LEDGER CONNECTIONLEVELANDCOMPACTBYHAND LAY PLASTIC BASE ON COMPACTED GRAVEL -- LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 ANDSUBJECTTO THE CONDITIONS THEREIN,i ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND I THE PROPER STEEL CONNECTOR. USE WITH RTl0 TYDOWN ANCHORS IF ABLE, BET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION IUSP NUMBERI DESCRIPTION APF,LICATION DECK & PORCH NOTES: /1). Unless otherwise noted, all~ra-~ing material to be~~ treata~d lumber. IAII fasteners, hangers and anchors to be galvinized or stainless steel. 2. Girders for deck joists to be boiled er anchored ta each post or pier wlta washers and nuts, Girders on concrete piers shall be anchored wltfl proper stee connec ers ancb~ared anchor bolt with washers and rluts. Posts supporting girders shall be anchored to a 12"xl 2"x12" thmk concrete fe~Ung. anchor bolt with washers and nuts. Footings Shall be 4 fi, below grade, 4) Deck joists to have blocking at 8'0 o,c.. 15. A minimum of 10 inch flashing shall be installed be[ween the building and lodger Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 6). Concrete p~ers shall be a mimmum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girded(s). 8). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICEBHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH~nn~&TSLIGHTTO TEMP. REQUIRED HAZARDS NAILING SCHEDULE NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE gILL, TOP PLATE OR GiIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - gd COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3-18d COMMOi~ BLOCK NAIL SiLL OR TOP PLA~E LEDGER STRIP 3 - 1 Cd COMMOi~ EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGE R 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 1 gd COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: 2 - 16d COMMON FOOT TOE NAIL SILL OR TOP PLATE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS FOLLOWING OR~ APP~OYED U~P iHETAL ooNNECTOf~ FOR Pf~OPEI~ IJJINO I~EEIETANT CONSTRUCTION. FOLLOW hlANUFACTU~E'5 ~ECOHhlEN]DED INSTALLATION INETf~UCTION5 TO ACNIEYE HAXIHUt'I UPLIFT LOAD CAPACITY. 4" MAX. 4" MAX. GIRDER/HEADER --- ~ ~ POST/COLUMN -~ 12"xl 2"xl 2" __ DECK POST FTC. CONNECTION DECK./PORCH RAILING LOCATIOh USP NUMBER DESCRIPTION APPLICATION STAIR t~,ILIN~ ~ POST-TO-GiRDER/HEADER CONNECTION 4x4 POST PAU44 OR WE44 ~osm/BEAM ANCHOR APPLY TO BACH FOOTINE 6X6 POST PAU§6 OR WE66 ~OST / BEAM ANCHOR APPLY TO BACH FOOTINE USE MIN. (2) 1/2" DIA, GALV. BOLTS W~TH WASHERS AND NUTS HANDRAILS GIRDER HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ~ ~' (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO pOST/COLUHN CONNECTION (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH P[EF FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW , ~N~ISTU~tEED BOIL GIRDER/HEADER- 2- 1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON ED TO BLDG. @32 CC UNDISTURBED SOIL (OROAN~CS REMOVED) ~ ~ -- FiT CONSTRUCTION TUBE AND PLUMB STaiR TR:~=~1-) POST/COLUMN 0 o o BRACETUBE RI*r*1 ~O~Jt~D-~4~. / FLOOR FRAMING 2x JOiSTS ------tll~ ~lll~- -= BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS ,~ ~ LOCATION USPNUMSER DESCRIPTION APPLICATION RIMJOIST/B % DISTUt~ED / POOR BOll- 4x4 SOLID COLUMN PBS44 / PSSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN CONNECTION 6×e SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN / GRAvELLAY 4-6" LAYER OF CRUSHED STONE OR 8,TRINGER TO DECK/PORCH HOLLOW COLUMN SIMPSON STRRll2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL -- LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE WOOD JOIST JOIST BLOCKING COHO. PIER FOOTING ~I~FOOT 5¥BTE~IB FOOTIN~ FO~t'l GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST -- GtRDER/H WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICRC EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER H FADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARB SPICED AND THE PROPER STEEL CONNECTOR. USE WITH RTl0 TYDOWN ANCHORS IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION JSP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. OIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOF 3ONNECT TO EACH JOIS I DECK & PORCH NOTES: I . Unless otherwise noted, all framing material to be #1 ACQ pressure [rested lumber. All fasteners, hangers and anchors to be ga v n zed or s sinless steel 2. Girders for deck Diets to be Lotted or anchored to each post or pier with washers and nuts. Girders on c~ncrete piers shall be anchored with proper see connec ors anchored to concrete with a minimum 112" dia x 7" long anchor bolt with washers and nuts. I. Posts supporting g~rders shall be anchored 1o a 12"xlZ'x12~ thick concrete foohng. se a minimum 112" dis x 7" long anchor bolt with washers and nuts. Footings Shall be 4 ff. below grade. 4), Deck joists to have blocking at 8'0 o.c.. 5) A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened fa building wgh 1/2" dia. bolts wgh washers and nuts t). Concrete piers shall be a m~nlmum 6" above grade. ~). All Joists te be supported with hangers and anchors. Each Ja[st shall al¢o be anchored o girder(s). t). Use simpson hangers and arc,hors with Z-MAX trlpple protective coating or equal or any con,act with ACQ. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEIBMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPB) CATEGORY DEPTH TEMP. REQUIRED HAZARDS I I I I I MODERATE SLIGHT TO 4g LBS. 12D B SEVERE 3 FT 11 NONE NAILING SCHEDULE NAIL NAIL NOTES JOINT DESCRIPTION Q~Y. ;PACING JOIST TO: 4-SdCOMMON PER TOE SILL, TOP PLATE DR GIRDEF JOIST NAIL BRIDGING i 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING, 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: ~ - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP i* - 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST ~,- lgd COMMON JOIST NAIL TO JOIST BAND JOIST TO: Z - l§d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT