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Home My WebLink About33824-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33934 Date: 09/02/09 THIS CERTIFIES that the buildin9 ACCESSORY GARAGE Location of Property: 1690 NORTH BAY~IEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) Co%ulty Tax ~p NO. 473889 Section 70 Block 12 Lot 37 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2008 pursuant to which Buildin9 Permit No. 33824-Z dated APRIL 15, 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 ACCESSORY ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to 1690 BAY¥IEW ASSOCIATES (OWNER) of the aforesaid building. S~FOI~CO~DEP~/{T~T OF}~LTHAPPRO%5~L N/A E~BU-rKIC~L C~'rIFIC~%~ NO. 4003448 07/16/09 PLD)~ERS c~KTIFICATION DA'r~u3 N/A Aut h~ri z ed Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $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 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: I& 40 ~ ~,~l//]~{&/ ~ House No. Street Hamlet OwnerorOwnersofPrope~: /~ g~ff~/~ ~*~O~]~*~X Block Suffolk County Tax Map No 1000, Section Subdivision Permit No. Filed Map. Lot ~' 7 Lot: ~ ~Z~ - ~ Date ofPermit./f//5/[-~ff~v Applicant: ~/~'ST ~ ~t-/,/_~,~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~,~ , ~1~..~ Underwriters Approval: Final Certificate: y (check one) ire re BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREt:I ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by GLEN'S ELECTRIC OF L.I, INC BAYVIEW ASSOCIATES PO BOX 1304 1690 N BAYVIEW RD JAMESPORT, NY 11947, SOUTHOLD, NY 11971 Located at 1690 N BAYVlEW RD SOUTHOLD, NY 11971 la Application Number: 4003448 Certificate Number: 4003448 ~ Section: Block: Lot: Building Permit:. BDC: ns11 ~ Described as a Residential occupancy, wherein the premises electrical system consisting of~.~ electrical devices and wiring, described below, located in/on the premises at: ~. First Floor, Second Floor, Detached Garage, Outside, Attic, ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed~.~- herein, was conducted in accordance with the requirements of the applicable code and/or standard ~. promulgated by the State of New York, Department of State Code Enforcement and Administration, or other~r~ authority having jurisdiction, and found to be in compliance therewith on thel6th Day of July, 2009. ~. N~me QTY Rate Rating Circuits Type ~ ~ Alarm and emergency equipment ~ ~ Sensor 2 0 0 Carbon Monoxide ~ ~ Sensor 4 0 0 Smoke i Appliances and Accessories Air Conditioner 2 0 0-15000 BTU Dish Washer 1 0 1.2 KW Exheust Fan 4 0 FH.P i Furnace 1 0 Oil Miscellaneous includes house-garage-and recpticle at dock for boat i Panels ~ 1 40 4 ~ Service ~ Service Disconnect: 1 200 cb ~ Service1Phase3w Service ~ Rating200Amperes i Wiring And Devices AFCI 4 0 seal Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. .~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by GLEN'S ELECTRIC OF LI. INC BAYVIEW ASSOCIATES 1690 N BAYVlEW RD PO BOX 1304 JAMESPORT, NY 11947, SOUTHOLD, NY 11971 Located at 1690 N BAYVIEW RD SOUTHOLD, NY 11971 Application Number: 4003448 Certificate Number: 4003448 Section: Block: Lot: Building Permit:* BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the16th Day of Jul),, Z009. N~me QTY Rate Rating Circuits 'l'vp~ Dimmer 11 0 120V Fixture 6 0 Fluorescent Fixture 80 0 Incandescent Outlet 86 0 Fixture Outlet 112 0 Gert, Purpose Receptade 1 0 20a Appliance Receptacle 2 0 20a-laund,~ Appliance Receptacle 12 0 GFCl Receptacle 71 0 Gen. Purpose Switch 50 0 Gert, Purpose any way presence seal 2 of 2 This certificate may not be altered in and is validated only by the of a raised seal at the location indicated. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375MainRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0447C Date: July 20, 2009 THIS CERTIFIES that the construction of first-floor addition and partial second-floor addition to existing dwelling, new patio areas, new sanitary system and new detached garage with a 20' non-turf buffer installed and to be maintained landward of the bulkhead At 1690 North Bavview Road, Southold, New York Suffolk County Tax Map # 70-12-37 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 11/9/07 pursuant to which Trustees Wetland Permit # 6782 Dated 12/12/07 was Issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of first-floor addition and partial second-floor addition to existing dwelling, new patio areas, new sanitary system and new detached garage with a 20' non-turf buffer installed and to be maintained landward of the bulkhead The certificate is issued to LAURIE MANDELBAUM owner of the aforesaid property. Authorized Signature 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) PEP~4IT NO. 33824 Z Date APRIL 15, 2008 Permission is hereby granted to: MANDELBAUM 1690 N. BAYVIEW ROAD SOUTHOLD,NY 11971 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR PER DEC AND TRUSTEE APPROVAL at premises located at 1690 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0012 Lot No. 037 pursuant to application dated MARCH 27, 2008 and approved by the Building Inspector to expire on OCTOBER,.-~zS~0~09. Fee $ 200.00 ~/~//, ORIGINAL Rev. 5~8~O2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~"~ ~ '"~ ? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ ~ -O ~' INSPECTOR~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDAT~L2N~ []INSULATION FRAMING ST~__~~ []FINAL DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 A,,No.SlsTPECTION ~)~FOUN [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION FEELD 12'4SPECTION REPORT ROUGH F~G & pi UTvH~E~G INSULA. flON PER N. k'. ENERGY CODE ADDITIONAL CO~S TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved Disapproved 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 Storm-Water Assessment Form ~. ~'~"~, , Phone: APPLICATION FOR BUILDING PERMIT Date 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 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. ~a~p~ ~_.~~/ (Signature of ifa corporation) (Mailing address of applicant) State whether applicant is owner, lesse~~tect engineer, general contractor, electrician, plumber or builder Name of owner of premises L/~,K'~[~' .~,/~'~"~_.~._ ,g~,4~.~,.~l (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. Location of land on which proposed work will be done: House Number Strdet County Tax Map No. 1000 Subdivision (Name) Hamlet Section 70 Block / ~- Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C~ ,~F/g-Pr-~ /~ ~.,.., / 3. Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business~.~kmmercial or mixed occup_.ancy, 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 Rear Height Number of Stories ,, 9. Size of lot: Front Rear Depth Depth 10. Date of Purchase Name of Former Owner I 1. 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 of premises ,~,~,~,,~,,~:t,,~.,,,,,~ Address J'~o,T"~'r--%~ Phone No. Name of Architect "~'~'~/~- J'"~ .p-p~,~l~,,,r-d_ Address Phone No Name of Contractor Address Phone No. NO .g'w 9.2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ,)~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT/S MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES~x- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 ?. 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 //~::J ~_~/r'---?~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ' '(Contractor, Agenf, C~)rporate 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 at ~ Nota~ ~id - MELANIE DOROSKI NOTARY PUBLIC, State of New ¥0rk No. 01D04634870 Qualified in Suffolk Count'/ Commission Expires September 30,/-/O Signature/Applicant d/~W YORK STATE DEPARTMENT OF TyRMIT NUMBER 03781/00001 /PROGRAM NUMBER(S) · I SAPP ENVIRONMENTAL CONSERVATION PERMIT Under the Environmental Conservation Law IEFFECTIVE DATE April 2, 2008 EXPIRATION DATE(S) April 1.~2013 I TYPE OF PERMIT INew []Renewal []Modification [] Permit to Construct [] Permit to Operate I [] Article 15, Title5: Protection of Wa- ters [] Article 151 Title 15: Water Supply [] Article 15, Title 15: Water Transport [3 Article 15, Title 15: Long island Wells [] Article 15; Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control E) Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Laude Mandelbaum ITELEPHONE NUMBER (631) 765-6693 ADDRESS OF PERMITTEE 825 Kimberl¥ Lane~ Southold NY 11971 CONTACT PERSON FOR PERMITTED WORK Mark K. Schwartz, P.O. Box 933, Cutcho~lue NY 11935 NAME AND ADDRESS OF PROJECT/FACILITY ITELEPHONE NUMBER (631) 734-4185 Mandelbaum Property, 1690 Nortb Bayview Road Southold LOCATION OF PROJECT/FACILITY SCTM # 1000-70-12-37 COUNTY ] TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold Goose Creek E:717.0 N:4547.6 Description of Authorized Activity Construct a second story addition and one story addition onto the existing single family dwelling, patio, trellis, 22 foot by 24 foot garage, and an extension to the existing pervious gravel driveway. All work shall be performed in accordance with the plans prepared by Mark K. Schwartz on 3/20/08, and stamped NYSDEC approved on 4/2/08. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable e~ulations, the C~eral Conditions specified (see pages 2 - 4J.~;~3d.al3.y Special Conditions included as part of this permit. / / /~ SUNY@Stony Brook; ~0 Circle Road; Stony Brook NY 11790-3409 John/¥ Wi~and (mrp) f I / '-.\ \/ .,,/' / ! t._ // / I Page 1 of 4 \, (, I April2, 2008 J BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6782 DATE: DECEMBER 12~ 2007 ISSUED TO: LAURIE MANDELBAUM PROPERTY ADDRESS: 1690 NORTH BAYVIEW RD.~ SOUTHOLD SCTM#70-12-37 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 12, 2007, and in consideration of application fee in the sum of $250,00 paid by Laurie Mandelbaum subject to the Terms and Conditions as stated in the Resolution, the Southoh: and perrmts the following: Wetland Permit to construct a first-floor addition to the existing dwelling, new flush patio areas and a new partial second-floor, new sanitary system, and a new detach garage, with the condition drywells and gutters are installed to contain the accordance with Chapter 236-Stormwater Management of the Town Code, a line of staked hay bales is installed prior to construction and maintained until the project is completed, and a 20' non-turf buffer is installed landward of the bulkhead, and as depicted on the site plan prepared by Mark Schwartz, AIA dated December 17, 2007. 1N WITNESS WIIEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. - /z -3 7 TOWN OF SOUTHOLD PROPERTY~R~.ECORD CARD VILLAGE I DIST. [ SUB. LOT W AC, RF~ ~o TYPE OF BUILDING RES. Z/~) W SEAS. VL. [FARMIi COMM. CB. MICS. Mkt. Value I LAND IMP. TOTAL DATE ~ REMARKS Tillob[e FRONTA%E ON WATER W~lond FRONTAGE ON ROAD / ~ O Meodowlo~d ~ i DEPTH ~y House Plot I ~ BULKH~D .~ Totol M. Bldg. Extension Extension Extension Porch Porch Breezeway Garage Patio Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer B~th Floors Interior Finish Heat Rooms I st Floor Rooms 2nd Floor J Dinette K. DR. BR. FIN. B Driveway LR. ~ C,:~ =, ',' ,~,tL .ODESOF k.~:'-~'-- / \ "-~..t~.-~ / L NEY, '-] ~ t ~r~,,A/N~,~.,~CODES AP~OyEDASNOTED - ~~~ ~ ,~ -- ~, FOUNDATION . TWO REQUIRED ,~,¢ ~ .... ~ , 2 ~ ,~ ~~E¢~ ~&~ ~ . .~ .., ~. : . . , , , ..~ ............ I 2. BOUGH · FRAMING & PLUMBING ~ '¢, "~*'" ~¢ ~, ' ~ ~ : '~, r' . ' ~' , '"¢ AREA. 2~,527Sg. FT. ~ I~SULAT~ON ~¢ , ~~~~/ ...... 4 F~AL. CONSTRUCTION MUST ~%.,,,~ ,, ~ .~,,, ~ .¢ .... r~, , ~,-~ ~r,, ~~~ ~ ~ ~ ...... ~ A,L bONSTRUCTiON SHALL MEET THE ~.,~ ~ , = ¢ .... ~ r ,h~ ~ * ~.,~ , ~ , ' , :..' ........... ~ ~ ~ EXISTING HOUSE: 2333.2 SQ. FT. ' ~¢ '~ '' ~i '~J} ~'~ ~ '~' % ' ~~~ ~ i. ..............U. i! Y)R~STATE. NOT RESPONSIBLE FOR ~ '¢% ~" ~'* ' '~ '~ ~' ~'~' ~ ~ ~~~ ~~ ~ ,~ ¢~'"'~ ', , "~¢~S{~, - ...... lBETA[NSTOR~WATERRUNOFF ~.o,e ~. . ~¢' .. . .. ~.. . . . ~,, . . :. . ISUNLAWFUL ..... ~- ~. ~.- .... .... -- ~ ~RTIFICATION , , ! ~ , ~ ' '"' ' ~ ~ FLOOD ZO~ = , ;,,,~ ¢ I , , ~ ~OMP~ ~ITH OH~TER % ~ ~ ~~,~ ~ , , ,, , , ,,~,~ ¢, ,, , ¢ '~ DAMAGE PREVENTI~ % . ."~ ~ ~~~E~¢. ~ .... ~ =. ~ , , - ~ OLD TOWN CODE. RRNA ~[LL~H KUHL REHOVE NSTRUCTION SHALL ~ [ REQUIREMENTS OF THE ~/~ ~ F NuW YORK STATE. .~w ll~l llll , ' ~" ' ~ ' TLAND BOUNDARY ~ '", ~ DI~TANC~ TO DWELLING .......... '"' SITE ,,,,, , ........................... S~LE: 1" = 20'-0' F PEOPERW ~"E ......... TBE'IN ......... NONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: .......... P~ ~s~ SIlT ~.CE ~ ........... ~ ..... ANY PERVIOUS HATER[AL ALLOWING FOR PEIRCOLATION OF SURFACE RUNOFF ........ ~.. INTO THE SOIL. EXAMPLES INCLUDE: NATURAL VEGATATION, WOOD CHIPS, MULCH. ~ ....... .................. ,,,~,~=,,,.~.~u,,,~.~.,.~ GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIfl THE NONTURF ~ ~m~ ~m.~ ~ .......................... BUFFER AREA .¢~,~,¢ ....................... PERHf~fRr F VEGETATION TO BE PLANTED [N NONTURF BUFFER AREA: ST~W BALE DIKE D~AILS 5Ikl FENCE DETAILS ~, .................... . ~~ ~ ~ ¢ ALONG ~E ~NE DF~B' > SPIKEGRASS (DIS~CHLIS SPICATA) > MARSH ELDER (~A FRUTENSCENS) I = ~m :' .' , REINFORCED CONCRETE SLAB r., l ~ , ~ ::, ,,,~ EAST ELEVATION ~ CEDAR SHZ~GLESDG, ~ , · , ~ , ; ~ [TO MATCH HOUSE) .... :, , SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ~ ........ ~ ~ FOUNDATION P~N ~:~~ PRO]E~ NORTH SCALE: 1/4" = 1' O' - '?- -- - SCALE: 1/4" = 1,-0. : ~ . , , , iiI iiii i[11 Ii I ill iiii I I ,, ,,, ,,,,, ,, ,,,,,, ,, ,,,,, ,, ,,,,, ,,'' ~ ,:'' , '~, ~, , ,', ,, ~ ,, ? 8 ~ ~ mm Im I I I It ) I mr m ri i rim ?mI m ,' ,, ~ ' ', ~ mm m= ,', , ,,, ~ = mm n , i ~ ~m m m m~m m ~m~,, ~~ ~m]m[/mm m m m = , ,, ~ ,,, [ m4 m mm ~ rm ~ mm mm m mm m mm ,, ,, )mmm m~mr mm mmm m)mm m~m mm )m[m~mm , ,, ,,, ~ mmm ,, ,' b ~,~ ~ ,,,, , ~ ,, ~ WEST ELEVATION ' ' 1/4 1'-0" , ; .......................... : ; .......................... : ,, ,, ,, , ~ ~ ........................................................................ ~ 2) CEDAR SHINGLE SIDIN~ TO HATCH . ........ J , 2X6 ACO SILL PLATE, COP-R-TEX ROOF P~N SCALE: 1/4" = 1'-0' OVERSO'FELTUNDERLAYNENT, PRO]E~ NORTH - SCALE: 1/4" = 1"0' SOUTH ELEVATION SCALE: 1/4"= 1'-0" A' 1 REVISIONS= WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS , IN ALL OPENINGS i PLATE~ALL 8~ STUO P N P~TEB TO EACH STUB ANCHOR BOLT CONNECTION (us~ L£e*LH£~UR~STH^TpRE'vEhcrlTsN£GL£CT, AO'C[RS£~LT£R^T[O".~"~ REHOv~ ERROSION CONTROL REQUIREMENTS OPENINGS OF '4 INCH IN DIMENSJQN 5OFFITED EAVB ¢l"~ ~,W 5OFFITED EA~/E DETAIL ~ ~ ~o~ I f///~ ~. o ~,~, 0 ~ o O WIND-BORNE DEBTS PROTE~ION FOR WOOD STRUCTU~L gANE¢, ~¢ ~?~. DRAWN:scALE: THESP^CEVENTILATED ALt. OpENiNGS ~---CONTN SCREENEDVEN~ ~ACH RAFTER SOFF1TED EA~/E ~ET~IL ANCHOR BOLT CONNECTION USE WITH 3x3 8QUAREWASHERS SIDES ANDTOP , r~" GROUT (CRA~ SPACE OR FOUNDATIONI TYPICAL ~E~M DETAIL 8TLLPLATETOFOUNDAT[ON 2STORIES 3~'O6 ~TEEL / ~OTTOH ~E~IN~ VALL BOSOM PLATE TO FOUNDATIO~ NOTE5 WIND FRAMING NOTES NAILING SCHEDULE p----- F, LAN CONTENTS= F_..NEf l). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: occu Nc-- CLAESI.ICATION 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4, JOINT DESCRIPTION NAIL NAIL NOTES tBLJILDING UBE RESIDENTIAL DWELLING C/hen a collar tie is used in leu of a ddge strap, the number of 1Dd common nails required QTY, SPACING E~LIILDING IAEIGMT (SEE PLANE) CONSTRUCTION NOTES: neachendofthecollartieneednotexceedthetabulatsdntJmberof0dnailsinthestrap. RAFTERTO 8' WALL: 3-FLd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOTAL ~2o PT, OF CONSTRUCTION (SEE PLANE) 1 ). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 3' WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and ahear wail connections for ratter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3,3, When a rafter er truss do not fall in line with studs below, ratters TO TOP pLATE 10' WALL: 4-fid COMMON JOIST f=RESCRIPTIYE AB PER N,¥.S, RESIDENTIAL ¢ONETRUCTION CODE State building codes. The General Contractor is responsible for providing standard ~r trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2Oo~, 5E~C NIGN WIN~ EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and pro~dures to ensure a professionally finished, st~cturally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFGM - BBC LAP NAil sound and a weatherproof completed product, shall be connected with uplift connectlons In accordance with table 3.36, CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAFIlNG ELEi~IENT5 AS PER FLOOR pbANB, CRC&5 SECTION AND GENERAL NOTES OVER PARTITION WFCM - BBC LAP NAIL EXT- ESALCONIE5 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3,4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be at~eched with uplift connections in TO RAFTER WFCM - SEC END NAIL ATTICS ~u/o STORAGE lo These codes are ~o be considered as par[ of the specifications for this building and accordance with table 3.3b. When well studs above do not fall In line with studs below, the I EACH TOE ATTICS tM/ BTOf~AGE 20 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCIJLATIONB F~OOf (GROUND SNOW LOAD) 20 3). Dimensions shalltake precedent overscaled drawings. RIM BOARD EACH END ('LIVE LOADS PSE) ~00f.15 (OTHE~ THAN SLEEPING) 40 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOM~ (BLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMIN G: ~TA,R~ responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAL~D~AILE fAN¥ DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTy, SPACING E×POBLg~E GATAGOR¥ (DESIGNED FOR CAT. D) precautions and programs in connection with the work, There are no wan'anties for a bottom prate, 3 Inch square washes shall be used with the anchor bolts. Anchor bolt specific use expressed or implied in the use of these plans, spacing Is to be spaced and sized In accordance to table 3.2a. th addition to spacing, TOP PLATE TO 2 - 1 Cd COMMON PER FACE NAIL anchor bolts are to be spaced between 8-12 inches from the end efa sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH 5EL CONSTRUCTION ANDLUlND PATH CONNECTION 8). W,nd load requirements shall be taken into account during censtructlon. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOMPLATETO:PER iSE T"E ,L CLIMATIC & GEOGRAPHIC DESIGN CRITERIA F O U N DATION NOTES:Type~1 exterior shearwalls shall meet the requirements of table 3.10a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT 1,2 determine intended heights of finished floor(s) above typicalgrade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: s,ow SPEED DESIGN NEATHERIN6 LINE TERMITE DECAY DESIGN UNDERLAYMEN'I FLOOD concreteormasonrywallsoccudnglnexteriororunheatedintedorarea,. ,).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ~ILL, TOPPLATEORGIRDER JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ~). Crawl spaces to be provided with a minimum 18"x24', access opening. Install one attached with the above requirements. TO BEAM NOTE S ]xtCcastlr°nfoundafl°nventf°revery150sq'tt'°farea" DECK AND COVERED PORCH NOTES: JOISTONLEDGER PER TOE F RAM I N G NOTES I,th concrete with a minimum 112" die x 7" long anchor bolt wilh washers and nuts. ROOF S H EATI- IN G: For framing members with <0,42<6<0.49, the nail spacing shall be reduced to 6 Inches c.c. Z). Unless otherwise noted, all framing and structural wood matedal to be #2 + BTR. below grade. Porches with covered roofs shst] have12" dia, concretepiersforthegirders. STRUCTURALPANEL 0d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: )ouglas Fir. ,4). Deck joists to have blocking at 8'0 c.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES ~penings. LVL headers to have (3)jack studs and (2) f~ll length studs on each sitte of WALL S H EAT H I N G: NOTES anchors where applicable to all connecting joists. PLUM BIN G NOTES 7/t§,, oss 6d COMMON 3" c.c. EDGE 2). Tabulated 12 inch c.c. nail spacing assumes sheathing at[ached to stud framing members with 7). Provide 2-1.314" thick microlams ( height to match floor joists) around stairwell and/or 2), Vedfy septic system with the Engineer for Suffolk County Health Depadment approval. FLOOR S H EAT H IN G: NOTE: other access openings unless otherwise noted (typical). ~). If wall studs, plates or joists are cut out dur[ng installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted. ~tate code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS fid COMMON 6" C.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9). Provide blocking/bridging in floor jWsts at 8'0 c.c.. Use solid blacking in floor joists HVAC SYSTEM NOTES ~,, OR LESS 12" O,C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 11 ). Unless otherwise noted, all roofs and walls to have a minimum 1t2" thick, 4-ply Fir equipment supplier. 1 ), Nailing requirements ere based on wall shesthll~g anti t.~ ¢~rn an ~recfJ'/~ rtr~ barrier I~*.u~n s+.orl~s, ancl b~en a ~.c,F~ et.c~r[I and t~ adhered with PL400 adhesive and screwed to floor Joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTERTO 8' WALL: 3-FLd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-Od COMMON RAFTER CEILING JOIST 8' WALL: 3-Sd COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-fid COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFGM - BBC 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 - SEC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL 16" O,C. FACE HEADERTO 16d COMMON ALONG EDGE~ NAIL HEADER TOP OR BOTTOM 2 - 16d COMMON =ER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT ~EE NOTE: 1,2 END JOIST OR BLOCKING NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE ~[LL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - gd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3 ~ 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP 3- 16d COMMON JOIST NAIL TO BEAM JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST PER TOE NAIL BAND JOIST TO: 2- 16d COMMON FOOT BEE NOTE: 1 SILL OR TOP PLATE ROOF SHEATI- lNG: JOINT DESCRIPTION NAIL NAIL QTY. SPACING AS PER TABLE 3.8 STRUCTURAL PANEL 8d WFCM- SBC NAIL SPACING gall SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE ~d COMMON ~ 6" O,C 8d COMMON @ 6" D.C. SEE NOTES: 1,3 INTERIOR ZONE ~d COMMON @ 6" O.C gd COMMON ~ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Id COMMON @ 4" O.C 8d COMMON @ 4" O,C~ SEE NOTES: %3 NAIL NAIL OINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AB PER TABLE 3.~ PANELS WFCM - SEC 7/t §" OSB 6d COMMON 3" C.C. EDGE pLYWOOD 6" C.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLER~ 10" O.C. FIELD 18'-0" EAST ELEVATION 5'8'SHEATHING] I I I I ~ SCALE: 1/4" = 1'-0" 2X6DF~2STUDWALL~16OG I REINFORCED CONCRETE SLAB I ~ o I r ON COMPACTED SLAB L ...... ~ I I I I ~ ...... J SECTION A-A ~ ~ I I 1) 8" POURED CONCRETE FOUNDATION. SCALE: 1/4" = 1'-0" I I r ~ I [/ll/llllllitllli I L ~ ~ ~ ~ -.~ , MONOLiTHiC FOOTiNG. TOBE16. BELOW I Jillll I IIIII1~111 1,.2~¢8,,, 2,.10,, Z,_101/8, 9,.3,, 1-101~," GRADE w/ (2) ¢S REBAR. , . 18,.0. 3) MASON TO VERIFY WITH CONTRACTOR ~llllll~lllll[lllll OPENINGS FOR OVERHEAD DOORS. I r i ] j ~ II I Ij ~ I I I ~ I I i ~o~cr~o~ FOUNDATION PLAN NORTH ELEVATION SCALE: 1¢4" = 1'-0" SCALE: 1/4"= 1'-0" 1 8'-0" ,,'~ ............................ ~',, { ' 1'-0" ~l I~ ~ I I ;~X8 DFfl2 RR ~ 16" OC I I ~ I ~l I 2XSDF~2CJ~16"OC " " ~~ I WEST ELEVATION I ~ ~ ~ ~ I ~ ~ ~- ''~ ,, ~ ~ r I '' '' I ~ I ' ' ' ' ~ I (3) 2XSDF~2HEADE~ I ' I~111111 II ' ................ ~ ~ T ............................... ~ ''""" ~ I Ii I ! II '-2 2u8'' 3'-33/8", ~'-0" ~'~05/~" 2)~OVID~(3)2X~D[g2H[AB[B ~ I1~11~111111111111~111 ,' UNLESS OTHERWISE NOTED. I I I I I I I I I I I I I I I I I I I ROOF PLAN ~,~o,, , 3) WALL TO BE INSTALLED ON 2X6~1~1111 IIIIIItllllllllt ~llil IIIII I I Ill II il SOALE:I/4"=~'-0" ACQ SILL PLATE, GOP-R-TEX ~ _ ~ I I I ~ I I I I I I I I I I ~ i ~ I I I I ~ TERMITE SHIELD. SILL SEAL. I~hlPROJECTNORTH FLOOR PLAN 4) CEDAR SIDING TO MATCH SOUTH ELEVATION HOUSE. INSTALL OVER 30, FELT ~ SCALE: 1/4"= 1'-0" UNDERLAYMENT. SCALE: 1~"= 1'-0" REINFORCED CONCRETE SLAB ON COMPACTED SLAB I I I ~ I I I I ' I 1'-2; ¢8" 2'-10" !'-101/[ 9'-3" 1 -101/;'" 18'-0" Il !X8 DF#2 RR @ 16" OC il 2X8 DF#2 CJ @ 16" CC I (3) 2X8 DFC2 HEADER I ~ 8'-0" IF I I I Ill II II JL I II III II I Ill ..... i'171'1'1'1'1 I II I I II I ! II ~ i~1 ~1~1 ~llllllllll IIIIIIIII]llllllllllll IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ~ _ I I II I I I II Il I I I II III I I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LlSE THE FOLLOUJING AF=F>t~O~/E~ lisp 'PIETAL CONNECTOF~5 FOF~ PROPEt~. IUIND RE,SI,STANT ,~ G, OOD CONSTR~U(~TION. FOLLOLU I"IANUFACTLI~E'$ f~ECOt"lhlENDE~ IN,STALLATION INSTt~LICTION5 TO AC;HIEVE hlAXIhlUhl UPLIFT LOAD cAPACIT'r'. · ° ~ RAFTER-- WALLSTUD ENDWALL CRIPPLE STUD - -- ~. ~ -- ~) ' ~ ' , BOTTOM PLATE RIDGE FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS "~. -. J ANCHOR TO FOUNDATION W/ANCHOR BOLTS " BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH SOT, PLATE OF 2ND FLOOR AND TOP 2ND. ADB5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 2BEe, STRAP APPLY TO EACH JACK STUDI I IROOF LSTA24 1-1/4"x24" 20ga. STRAPIAPPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE I'HE FLOORS TO EACH OTHER Wi THREADED ROD. ALL OPENINGS RT3 OR BT7 TYDOWN ANCHOR ~.PPLY TO EACH CRIPPLE STUD 2X10 LB210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ~24'roc THROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONTRACTOR METAL STRAP RIM BOARD 0 JCHIMNEY RAFTER ~,.' ' SILL PLATE(B) ~ ) ~i WALL SHEATHING MAINTAIN ' " VENTILATION WOOD JOIST -- ...................... - ' SIDEWALL FLASHING FOUNDATION ' ' ' ' ' ' · ., BLOCKING ........ FINISH WALL AND MOISTURE } 2x4 LEDGER BLOCKING -- 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A ' FASCIA MINIMUM NET FREE VENTtlaTING AREA ~'~"- ~/- ~ NOT LESS THAN 1/15B OF THE AREA OF [___._~_ .,~ GUTTER THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT OFFIT 1 EXT. PL',NVOOD ~' ~'~ / BARRIER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AT WALL - MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS '~ J~¥ ~ BETWEEN WALL FINISH AND =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION /,'~, >.. ROOFING TO AVOID SOAKING WALL STUD C) WOOD GIRDER 4I' - B" LSTA24 1.114"x24" 2flEa. STRAF AND JACK STUDS ~ .. ON ALL OPENINGS ~ , ,' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WiTH MESH INSTALL 4'O" C.C. AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-114"x3B"lSga, STRAF AND JACK STUDS "~/~ ~/ ~/"',~'~/~m---~'~'~'--'-'GAPTOPREVENTCAPILLARY 4"-6"RAFTER RTl0 10-314"×18ga. TYDOWNANCHOR CONNECTTO ON ALL OPENINGS EACH RAFTER INSTALL 4'0" C.C. ~ ~ /~.~..~.~.~/ ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND CONNECT TO '~OO~= V'ENTILATION / OVER BEARING WALLS AND HEADERS SASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT I ' 51DE LUALL FLASNIN5 TOEPLATE G,ROB.,BEADER 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4B"OC WOOD JOIBT AND ALL WINDOW/DOOR OPENING JACK STUDS P1ETAL FLASHIN~ AT ALL EA'VE~5, BIDELUALLB, WALL STUD FLOOR JOIST DEPTH USP NUMBEP DESCRIPTION APPLICATION AN~ RA~'.E~, -- Pf~O'VIDE HEHFtED EDGES BO INSTALL 4'0" O,C, AE TO FOR~ D~AINAGE CNANI.~EL~ AND 4" - 8" LSTA38 1-1/4"x38" 18ga. STRAF AND JACK STUDS PREVENT OAF=ILLAR"Y ACTION LOCATION USP NUMBEF DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3N ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT~ 5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS 8" - 16" MBTA48 1 -t/4"x48" 16ga. STRAF AND JACK STUDS CONNECT OVER CONFORM TO SLOPE 3N ALL OPENINGS PLATE/WALL SPTH4 ~TUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS SILL GASKET ' ~ i ~ GASKET · ~' ~ ~,, ROOF JACK \-, , ~ ,~ 5 , 1 CONC SLAB ~ ~3~'-. ~ ',~ ~ ;6 ~, ~",~.~.~ ~" ~ ~ STEEL ,,.~ CONC. FIG. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS I/~" GROUT L ~_11~, ~_/. , (USP LBPS58 OR BP583) ICRAWL SPADE OR FOUNDATION) 1 STORY 72" CC TYPICal CONC FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TTPICAL E~EA'F'I DETAIL WHERENEEDEDFORSTRUCTURALBRACING. MIN. 3"STEELCOLUMNANCHOREDTO24"x24"x~2"CONC. FTG. (CRAWLSPACEORFOUNDATION) 2STORIES 36"OC ,~T~EL / ESOTTOP1 (SLAS-ON-GRADE) 1-2 STORIES 57"OC f~OOF JACK~ ,,I V'ENT,5 DETAIL C, II//// ~ BUBFLOOR CONC. SLAB I I ~ 'DOOR FRAME 6Xe ~0/10 VWVM ~A~AG~E~II //// COMP^CTF'LL Ii//// O JOIST ~ /2~1A,. S~CE ,~ X ~ , ' 4 ~m'V"'~'~ NOTCH JOIST AND ADJUST HEIGHT 12"' j,'~'~ ~ '~,'~ ~ ~' ~ '~ ~ NOTCHBEAMFORMUDSILLIFREQUIRED--M~IMUM --~'~ ~ ~ , '~. , ~ ~ > > ~' A ~= ~ SUBFLOOR MIN"~'-~~REINFORCINGBAR ~ ~ ~ ~.,~ ~ '> ' ~ ~ ~ JOIST DRAiNTiLE ~- ~ ~ .> '~ REINFORCING BAR ~ ~ SHEETMETAL/30~FELTUNDERBEAMATPOINT ~ '/~ ~P'CALCONO. MONOLITHIC FOUNDATION, REINFORCEW'TH(2)~REINFORC~NGBARS THICKENS~BSBENEATHBEARINGWALLSANDCOLUMNS, ~:'-- ~ ;~;~;;;;;[LR~; ~ ~' P~TE(BOLTEDTOBEAM~ REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. URFACE FOR WOOD BEAM GARAGE DOO~ BLOCKOUT ~EAH POCKET FLOOR JOIST DEPTH UBP NUMBEP DESCRIPTION APPLICATION INSTALL 4'0" O.C, 4" - 8" LSTA38 1-1/4"x36,~ 1BBS. STRAF AND JACK STUDS 3N ALL OPENINGS INSTALL 4'0" O.C. 8" - 16" MBTA48 1 -t/4"x48" 16ga. STRAF AND JACK STUDS 3N ALL OPENINGS ANCHOR BOLT CONNECTION :OUNDATION ~/8" DIA. ANCHOR BOLT ~UPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION )CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC SILL PLATE TO FOUNDATION 2 STORIES 36" CC )CRAWL SPACE OR FOUNDATION) NALL BOTTOM PLATE TO FOUNDATIO~ (SLAS-ON-GRADE) 1-2 STORIES 57" CC DEBJ~N CRITERIA EBLDG, CODE N¥5 2002 EXT. BALCON. IE5 (LIVE LOAD5 PBFJ ALL FLOOR LOAD5 LOAD ~ATH BEE CONSTRUCTION ANP~IN~ PATH CONNECTION T~U55 ~EBI~N N/A - 5T~N~A~O 5TIC~ FRAME CONSTRUCTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC =ROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN VEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN'I HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO tl NONE 45LBS. 12g I B SEVERE 3FT. TOHEAVY MODERATE LEGEND EMERGENCY EXIT LIGHT LIGHTED EXIT SIGN SMOKE DETECTOR USE AND OCCUPANCY CLASSIFICATION: AGRICULTURE TYPE 5B BUILDING MIN. EGRESS AS PER SECT. 1003.3.1.1 EXITS AS PER TABLE: 1005.2.1 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 of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails In the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing end shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3· When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections· 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 shall be attached with uplift connections in accordance with table 3,3b. When wall studs above do net fall 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: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift =onnectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-co-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 bottom plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt spacing is to be spaced and sized in accordance te 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 eli 5), TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exteder shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" c.c. In the field shall be in accordance with the length requirements specified in table 3.t5a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements 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 nterior sheam/alls are used, Sheathing and connections shall be in accordance with .).4.4.2 and 2,2,4 respectively. · CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections 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 she, either be notched 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 wail shall be be attached with the above requirements. ELECTRICAL NOTE5 1), ALL ELECTRICAL LUORK 5HALL E~E PERFORMED E5¥ A LICENBED ELECTRICAL CONTRACTOR. 2), THE ENTIRE ELECTRICAL INSTALLATION 8HALL FULLY ME~ ALL THE ~ECUlRE~ENT5 OF THE NATIONAL ELECTRICAL CODE, THE NE~ AN~ O~IN~NCE¢. 5), THE CONTRACTO~ 5HALL ASSUME ~LL REBPONBI~ILIT~ FO~ THEI~ DOCK AND 5H~LL ~UA~ANTEE THE ~O~ OF CONTRACT, 4). THE ELECTRICAL ,CONTR~CTO~ 5H~LL CONO~LT AND COOPEraTE BITH ~LL OTR~ T~ADE5 IN OTHE~ TO AVOID INT~F~ENCE INOT~LL~TION OF ~IRING EoUlP~ENT, ETC. 5). THE EX~CT LoC~TION OF ALL COND~IT5, ~ANEL5, FIZTUREB, ETC 5HALL ~E DETE~MIN~ IN THE FIELD. ~). THE ~OUNTING HEIGHT OF ALL ~ECEPTACLE~ 5HALL ~E I'-~" AFF LIGHT O~ITCHE8 0HALL ~E MOUNTED 4Lo'' APE ~ND ALL PANELO ~E AT ~'-O" AFF TO THE TO~ OF THE PANel UNLE55 OTHERWISE NOTED. 8). ALL ELECTRICAL ECUIP~T ~H~LL ~E G~O~N~ED IN F~LL ACCORDANCE · lTH NEC AND LOCal CODE REGUlRE~ENT6, ~N~ ~E ~L L[6TED. ~), CASH RE~I¢TE~, COMMUNICATION ~IRIN~ 5HALL ~E SUPPLIED ~% MANUFACTURE DETECTO~5 A~E TO ~E ~I~ECTLT BIRED TO ELECTRICAL NAILING SCHEDULE .................. ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING 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 TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC 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 -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 NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAiL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL 16" O.C· FACE HEADERTO 16d COMMON ALONG EDGES NAiL HEADER TOP OR BOTTOM 2 - 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 JOIS'I 2- 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAiL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL. TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP 3- 16d COMMON JOIST NAIL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST 3- 16d COMMON JOIST NAiL TO JOIST PER TOE NAIL BAND JOISTTO: 2- 16d COMMON FOOT SEE NOTE; SILL OR TOP PLATE ROOF SHEATHING: JOINT DESCRIPTION (~. SP~I~G ISTRUOTURALPANELL 6d CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, I ,,SPACING YPSUM .. COOLERSII'0,, WALLBOARD co WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM -SBC 7/16" OSB 6d COMMON 3" O,C. EDGE PLYWOOD 6" C.C. FIELD 7" C.C. EDGE GYPSUM 5d COOLERS 10" O.C. FIELD WALLBOARD FLOOR SHEATHING: SPACING STRUCTURAL PANELSI ......... / 6" C.C. EDGE / 1" OR LESS ies 112" O.C. f ELD 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 for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path, 2). When well sheathing is continuous over connected members,the tabulated number ef nails shall be permitted to be reduced to1 - 16d nail per fool ROOF SHE¢ SHEATHIN¢ 4' PERIMETE INTERI( GABLE ENDWALL R.~.I THESENOTESARE 1). For roof sheathinffi the 4 foot perimeter 2). Tabulated 12 incb~ For framing member~ 3), Tabulated 4 inch framing members wit q/ALL SHE SHEATHING LOCA-I 4' EDGE ZONE INTERIOR ZONE THESE NOTES AE 1). For wall sheatl~ be used, 2), Tabulated 12 G>0.49. For frami~ 3). For exterior pa~' NOTE: CONTRACI' EXISTING C 1 ). PROVIDE 5/8" 2). USE SIMPSOI' 3). INSTALL 1 - ~otlon and to Form an FIre~lock, ln¢:l ~- U, In conceal~ f'~t. ESatt~ usln~ parail~ 2). At all lnter~ drop cellln~ 4). At t'lama and ~ For th~ Flr~