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Home My WebLink About33461-ZFORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33461 Z Date OCTOBER 11, 2007 Permission is hereby granted to: DAVID C O'DAY 1225 ARROWHEAD LANE PECONIC,NY 11958 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1225 ARROWHEAD LA PECONIC County Tax Map No. 473889 Section 098 Block 0003 Lot No. 008 pursuant to application dated SEPTEMBER 28, 2007 and approved by the Building Inspector to expire on APRIL Fee $ 980.00 11, 2009. COPY Rev. 5/8/02 FI]ELD INSPECTION REPORT I DATE ] COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRA.MIkNG & PLUMBING ADDITIONAL COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 ~ TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration ,20 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 Contact: Mail to: Phone: Build~ 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 3 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 Depa:tment 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 regulati~'s, and to admit authorized inspectors on prem/ses and in building for necessary inspections. ~ /~/2//~ · (Signature of appl~or nalne, ifa corporation) (IVl~iling address of applicant) State whether applicant is owner, lessee,~, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises b~,U'ID 4 P~)~'f-J~[C],,~ O t~ (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 Lic~nseNo. Plumbers License No. ElectficiansLicenseNo. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Bloc~Lot tg~ Filed ~ Lot- State existing use and occupancy of premises and intended use and occupancy of~oposed construction: a. Existing use and occupancy ~/A.) ~ C fi-. /~::~ ~*/I ( ~ /~c~'. ~.~/~52~,,t_J G~" b. Intended use and occupancy ,.)zt-~ 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth_ Heigh'[ 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: l~ront Rear Rear Depth _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated J[~ ~F 6> 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO)(' NO Y Will excess fill be removed from premises? YES NO__ ! 14. Names of Owner of premises t~ ,~,~g~' Address Name of Architect ~4,~'K ,J~t~o~'~/~ Address Name of Contractor Address Phone No. Phone No Phone No. 7.7¢- 4 /o 7,I4- ¢/ 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. PERMITS MAY I~E,,,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ~-~ ~'~e ~ . /,,t/':~'~' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corpo Officer, cfc.) 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. 20~% Sworn to before me this ~b day of ~u~xo,x- Notary Public Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 98.-3-8 Permit #: 33461 Permit Date: 10/11/2007 Expiration Date: 4/11/2009 BUILDING PERMIT RENEWAL LETTER Applicant: Location: Work Description: Dated: 8/2/2011 DAVID & PATRICIA O'DAY 1225 ARROWHEAD LA PECONIC,N.Y. 11958 ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTiNG SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $490.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Address: DAVID & PATRICIA O'DAY 1225 ARROWHEAD LANE PECONIC, NY 11958 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel lD: 98.-3-8 Permit #: 33461 Permit Date: 10/11/2007 Expiration Date: 4/11/2009 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE bated: 11/1/2011 Applicant: Locat ion: Work Description: DAVID & PATP,TCTA O'DAY 1225 AP'P'OWHEAD LA PECONZC,N.Y. 11958 ADDT. TT. ON/ AL TEP,A TION AbbTT'J:ON$ AND ALTEP, ATT. ON$ TO AN EXID'rZNG 51'NC=LE FAM'rLY DWELLING- AS APPLTEb FOP`. A FEE OF $490.00 I$ REQUIRED TO RENEW THIS BUILDING PERMIT. OwIler: Address: DAVID & PATRT. CIA O'bAY 1225 ARROWHEAD LANE PECONIC, NY 11958 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, $OUTHOLD TOWN BUILDING DEPT. Applicant: Location: Work Description: Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 98.-3-8 Permit #: Permit Date: Expiration Date: 33461 10/11/2007 4/11/2009 Dated: 2/6/2012 DAVID & PATRICIA O'DAY 1225 ARROWHEAD LA PECONIC,N.Y. 11958 ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. Owner: Address: DAVID & PATRICIA O'DAY 1225 ARROWHEAD LANE PECONIC, NY 11958 Your BUILDING PERMIT #33461 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shah be used or occupied in whole or in part until a certificate of occupancy shah have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of $490.00 to renew the building permit, or legal action wffi be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Michael Verity: Chitrf Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector TOWN OF SOUTHOLD PROPERTY RECORD OWNER FORMER OWNER N VILLAGE E r;ST.f SUB. ACR. / S W TYPE Of BUILDING LOT RES. ? ~/~ SEAS. LAND IMP. /~ ~, ME TOTAL FARM COMM. CB. DATE REMARKS MISC. Mkt. Value /0 o o //ed FARM :re Tillable I . Tillable 2 Tillable 3 Woodland Swampland Brushland Value Per Acre ,?0 Total House Plot FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD DOCK 9~-3,.8 ~tension Extension Porch Breezeway Patio ,O.B. Total '~ P"~' ~dation I'1t~1~ ,;I osement // ,'~ 2--~0' ~t. wo~s Fire Place Type Roo~ · ~ ~A Recreation Room ~ Dormer Driveway Bath FJoors Interior Finish .eat Rooms 1st Floor Rooms 2nd Floor FIN. B. /Vt. Bldg. ~(f ~<~ ~_ [.~ = Extension COLOR TRIM Bath Floors Foundation Basement Walls M. Bldg. Extension Extension 98-3-8 3/03 )LOR tim Foundation Basement Ext, Walls Fire Place Bath Floors Interior Finish Heat /~ ~ / BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~'3"hg~M/~-~r~tL~CXi~-'F_ ,· ~Engineer: ~ ~3k ~ ~ SCTM# 1000- ~ ~ - ~ Subdivision: .-~, em~el~Ctx (-~._0~ Zone: Property Address: 13---Z~ ~5~P_Pw, o~q~V, Building Permits (Open/Expired): BP__-Z/C/0 Z-~, Info: BP__-Z / C/0 Z-__., Info: BP__-LZ,'f"C/0 Z-- , Info: Single & Separate Search Required? Y o(~)Determination: REQ. Lot Size: ~o~- ACT. Lot Size.~, REQ. Front -qO ACT. Front REQ S~ /,ff/&~ACT. Side REQ. Height ACT. Height- Project Description: 0,2~45_ !.IM,~ ~, Waterfront? Y o N~? If yes, water body: Panel# ADDITIONAL APPROVALS REQUIRED *Date Submitted: ~ o~/O~ *Date Reviewed:~/l~_/06/~) Owner: ~'~ Estimated Cost: ~ Conforming? City: ~ ~ ,' c_ Pre COs? BP -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: __ REQ. Lotffa~*. _c9~9, ACT. Lot/~v. __ P~EQ. Rear ~> PRO~.Rear Bulkhead/Bluff Distance: ~'~ Suffolk County Health: Y or/{q/,/If~} yes, *Bed#: *Date: / / *Permit#: '~- If no, certification require& Y ~r N Received: Y or N By: NYS DEC: eRE-~eC 9/1/7S Y o~/t~ Date: / / Permit #: or NJ Letter - Notes: / Permit #: Permit #: Permit #: / or NJ Letter - Notes: - Notes: Town Septic: Y or ]~ - Notes: *NYS CODE Compliance (page 2): Y or N Southold Trustees: Y o.~- Date: Southold ZBA: .Y or ~f-)~ate: / / Southold Planning: Y o~'k Date: /__ __ Town Landmark C orA: Y oraTE: Notes: _'~, ~ -z~e Z Fee Structure: Calculation: Foundation: SF 1. (~ · ~.L' First Floor: I qD0 SF Second Floor: ~~ ?,.' SF Other: SF 2. ( Total: ': ~, · SF SF)- (__ + Initial Fee: $ + Additional Fee ( ): $ SF)- SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Weathering: Severe__ Design Temp: 11__ Frost Depth: 36" __ Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: · HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRiTERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YfN LLnMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGILAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YfN CERTIFICATION: Y/N ENERGY CALCS: TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Wind Speed: 120MPH__ Seismic Design Category: B Termite: M-H __ Decay: S-M Flood Hazards: GIRDERS: Y/N ROOF RAFTERS: Y/N x, VIN D: Y/N · ,, Fh,'A'ING UNTIL SURVEY APPROVED AS NOTED ~ ~ ~ , , ,~., ,,,,~ , ~ . , ~ ,, , ,~,, ~ , OF FOUNDATION L~ATI~, ~ ..... ,.~ ~ ,,'~-~' ,',~ HAS ~EEN APPROVe. ,,> ,, ..¢, , ~ ~;¢~ ~, ~: ;¢~,~,¢:~:~ __ · PLUMBING FOLLOWING INSPECTIONS: , ' ~,~ ~, , ,',~ ,r~. r, ,¢~,r, ~ .... ~,, ,,, ~,¢, ALL PLUMBING W~E . . ~ , ~..'~ '-,I ; ~ ':~ ,~ 5,;' (] ] &WATERLINESNEED FOR POt RED CONCRETE ,,, , .~e~ ', ,, ~' ~, ~ ~,~,~ ,~ ~,;~,~, ?-~ ~ ~ ~:~ !,~ ~' ~'~,,~,: TESTING BEFORE COVERING 2. ROUGH FRAMING & PLUMBING 2 ~ ,' ,,, ~ ~.,~?~y~, ~ ,:~ '~L'~,>,. ~ :,,~ ~' '"'~'~' ~ J ~ ~ GE COM 'LETE FOR C O. ' :" ' ~ '" ' ~"'~ ~:'~¢~;~ ¢~ ~(~:: ,~ '~',< ~ ~:I, '~;~ ;UNDERWRITERS CERTIFICA~ ALL CONSq ~UOTION SHALL MEET THE .. , ~¢ ,, <. ¢,~,~ ,,.:~,,~,~ ,,:,¢ ,,.,~ ~?:* ~:¢ . ,, ? ~,,, ~,¢;,, ,, REQUIRED REQUIREMI NTS OF THE CODES OF NEW ~ ~ I som mTHOLD TOWN P~NNING BOARD WITHOUT ..... ~,,!~ ~,.$;?$~;:~:~:~,~:~:~)E: ~::~': ~' ¢:~/~;:'~i~'~:'~V/~ ~ ................... ) .. SUPP~.YSYS~MCA'NNOT ~ I ~ M!, m ~ FLeD DAMAGE PREVENT ~ i ~ ~ ~UTHOLD TOWN cODE- m .......~ i STY. FRM. j ~- o ~ ~ z SITE PREPARATION: ~ I 2 ~. ~ ' I I AD~T~O~ 2 STY'. FRM ~ ~~ 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, ~ ~.~, ADDITION CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FRON UTILITY (GARAGE) I ~ ~ COMPANIES THAT THE AREA IS CLEAR. 0 11.5' , J I =~ 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EX[STING UTILITIES ~ I J 0 ~ 0 BEFORE EXCAVATION BEGINS, ANY DIGGING WITHIN 2~ ZCHES OF UTILITY MUST ~ I EX. 2 STORY ~ PORCH ~ ~ 0 BE DONE BY HAND. 0 FRAHE HOUSE ~ ~ ~ ~ ~ , 2 .0' D EP , 3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROH THE FOUNDATION. ~ ~ ~ ~ D~A~ ~/' ~ APRON A). CUT UP TREES (VERIFY ~ITH OWNER) AND HAUL THEH AWAY. ~ /~ TRENC I ~ B). CNIP BRUSH. Z 3~.3' ~ / TO CONNE~ DRYWELL ~ ~ C). REMOVE STUMPS AND HAUL THEM AWAY. ~). RET~N AS MU~H TOP SOIL AS POSSIBLE TO PRESERVE THE ENVZROMENTAL ~ //~%~'/~ '~ PAVERS FROM NEW I~ QUALITY OF THE PRO~E~T SITE. ~ / '~ ~ PORCH TO DRIVEWAY I I ' < 5). WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE 2~.3' NOTE: AND SIDEWALK TO I TO A SAFE LO6AT[ON WITH A FRONT END LOADER. EXA6T LOCATIONS AND MATCH EX[STZNG I I HOOK UPS FOR DRYWELLS I 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION I TO BE VERIFIED ~N F~ELD I BENCH MARK PRIOR TO EXCAVATION. I I I I I 7). OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOH FOR A WELL- DRAINING BA~K FILL AND TO PROVIDE ROOH FOR ALL WORK. VERIFY EXISTING UTILITY I . A). IF THE DEPTH OF EX6AVATION IS ~ FEET OR LESS, OVER DIG BY ~ - 4 FEET. ~ ~NES TO HOUSE AND SEPTI6 PRIOR I ~ B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES HUST BE SLOPED I I TO EXCAVATION AND ~ONSTRU6TION OUTWARDS AT A ~5 DE6REE ANGLE ABOVE 4 FEET OR INSTALL SHORING. I I ~ ~). HILLSIDE EXCAVATION: EX6AVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ~ I I ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1. I (VERIFY SOIL CONDITIONS), ~ I CONTRACTOR TO RAISE FINISHED~ GRADE A). AN UNSHORED ~ERT~CLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. ~ I ~ I ELEVATION AT DRIVEWAY A~EA i I GRADE HEIGHT TO BE REVIEWED ANDm APPROVED m m ~). PROTE~T GRASS, TREES AND OTHER PLANTS WHENEVER POSSZBLE. I I BY OWNERsTARTAND AR6HZTECToF WORK PRZ~R TO I I 0 ~0), DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR ZN ADVANCE OF CONSTRUCTION; DR[VE~AY SHAPE TO BE CONSZSTA~NT ~ZTH I I DZSTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS ~ EX[STZNG (VERIFY w/O~NER / AR~CHZTECT) I PRACTICAL. m 11). LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER I J I UNCLEARED AREAS. PROTECT UNCLEARED AREAS ~ITH SNOW FENCING OR OTHER I ~ I I~ BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY I I I I / TO THE ROOT SY~TE~. :FA PERH~NENT DRIVE CAN NOT BE INSTALLED BEFORE, N 4 °4 2'10" W 13 5.0 3' j / CONSTRUCTION BEGINS, A TEHPOARY 6RAVEL DRIVEWAY SNOULD BE INSTALLED '- WNERE VENICLES ENTER TNE ~OB SITE· ARROWHEAD LANE LOT COVERAGE SITE ~x ~OT ¢OVE,*~: .~ ~ SCALE: 1" = 10'-0' '¢' :'~'r~;~ EXIST NEW WEST EL~V~TON SOUTH ELEVATION SCALE: 1/4" = 1'-0" R£VISIONS. EAST ELEVATION ~ SCALE: 1/4": 1'.0" k~l~ ~ 0 ~ 0 B ---~ ...... ~1 ~, ~ ~ ~ .... ................... NORTH ELEVATION SCALE: 1/4"= 1'-0" ~ ~ ~'~q A-2 EXIST NEW .... , , .... ~ ~ , ;. ~ COMPACT FILL EXISTING SLAB ' COMPACT PILL - ~ ~ EXZ~TIN~ BASEMENT EXISTING ..... ~ EXISTING BASEMENT ~ 1) · THICK POURED CONfiRE/E: FOUNDATION, 3000 psi, H~GHT AT ~-0 oF ~,Y,s, ~[SZD~UT~L COOE WZTH ~ a~U~Z~OUS COZT~N~ EXISTING PATIO 2), FOUNDA~ON TO HAVE EXIST NEW SCALE: 1/4" = 1'-0' w/CAP + B~E ISI 2X6 ~ / ~ --TREADS (ACCES~ UN DER I~ , , POIST / Y X FOR OUTDOOR STO~E) ~ '~ .I ,- ~" -'-' , ' ' ~ ' ' , ~ ~m ~ ~ COVERED PuRCH~ " ' , , , A~ov~ -. - ' - k H~CROA~H AROUND ~ ~ ' L " B ~' ~ m v m ' ' J ' ~_ ...~ r .~j I ~N~TALLB/~"~P[-XFi~[~T~B) ~ ~OST I Im II EXISTmS 'COVERED PORCH' ' '~ ~ ~' ~ m FIREP~C~~ ~ , ~ ~ FAMILYROON ' : 2_:~ ..... L 2~'[ - ~ __ ~ ', (3) 2X10 DF~2 HEADE~ VERI"Y IN FIELD PRIOR TO (3) 2XlO DF~2 H~DER ~ : m m INST~NG OVE~H~D DOORS ~ m : mlm m (4) ,~~o~~" ,,_~,, HOUSE- TO BI FLUSH 0 HUDRO0~: a~ S~. FT. I ~ ~ ~ PRO3~cu= NORTH " EXIST NEW 31 ~TER~OR SHEATHZNG TO ~E l/2" THZCK FIR CDX PL~OOD. 7), INSU~TE ALL WALLS AT HUDROOH S~LE: 1/4" = 1'-0' EXIST NEW ' 13) 1-H/AX7-1,DA ML HEADER ,,,,,, ,,,, ~.o~..~.. / i 'l ' I Ii 'iii, i~'ii'~ WILL (TYPJI ] ~ I lI i ill ]ll.~~ I ~ ~ ~ I I ~ l ,, ~,~ , ,,:,, ~ ~_ ~iii I :, PLr. HT I ,, ~ ,,~ ,~ HEIGHT IN FIELD TO CONFIRM /'' / i ii'I " ( AREA: M52 SQ FT ~ ON EACH HIDE OF OPENIN~ PROVIDe S ~aCK HTUDS ON EACH HIDE .... FkOOR ,, PRO]E~ NORTH . E~ST NEW .... 1'-0' ,," SCALE: 1/4" = , .... ,,, ...... . ,, ~ ~.~ ,...,. ,,~.. ,..,... .... .., .., ,...~, . / , ~.~' : ..., ,,. '.~ ~', ,~ ~ .q~ ~ ',', ,, ,,,,, ,, ,,,, , ',.. :,, ~ J¢' ' (N'~-s) PRO]E~ NORTH ~UUF ML~I~ A-6 ~ "' : : ' ~ - ' ', ', DBL, -- PROVIDE SOlD BLOCKING : ERH ~A[LS SECTION A-A ~PICAL HULTIPLE OPENINGS wm~-~oa~[ ~[~a~s ~OT~U~O~ ~O~ WOO~ ST~U~U~C ~U[~ PLUMBING SCHEMATIC AS PER TABLE 1509.1.4, N,Y.S. RES. CODE: ALTERNATiVE FOR OPENTNG PROTECT[ON O'F NOT ~USING THPACT GLAZING) ,3 '~ '~ N.T.S. WINDBOP, NE DEBTS PROTECTION FASTENING SCHEDULE FOR WOOD ETRUCTURAL PANELS WOOD ST~U CTU P~L PANELS WITH A MINIMUM ~HICKNESS OF 7/16" SLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM A-7 REScheck Software Version 4.0.1 Compliance Certificate Report Date: 08110/07 Data filename: C.\Prog~am Files\Check\REScheck\ODAY.rck Energy Cods: Location: Construction Type: Heating Type', Glazing Area Percentage: Heating Degree Days: Construction Site: New York State Energy Conservation Construction 'Code Suffolk County, New York Detached 1 or 2 Family Non.Electric 11% 5750 Owner/Agent: O'DAY HOUSE 12~ ARROWHEAD LANE SOUTHOLD, NY Designer/Contractor: MARK K, SCHWARTZ, ARCHITECT P.O, BOX 933 CUTCHOG UR, NY' 11935 631-734-4185 mksarchttect~optonline net EDiting 1: Flat Ceiling Or Scissor Tr~ss: Wall 1; Wood Frame, Door 1' Solid: Door 2: Glass: Floor 1' Slab-On-Grade:Heated: Insulation depth: 6.0' 278 30.0 0,0 10 385 19.0 0.0 19 21 0 320 7 42 0,350 15 278 10.9 190 The proposed building, represented in this document is consistent wfth the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Consewatien Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the beat of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code Name -TCde Signature Date Page 1 of I NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM. 1), INSULATE HEADER 2) SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER BOB AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN: 1), CAULK 3'OINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2), DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY PLUMBING AND ELECTRICAL: SEALING PENETRATIONS. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT {"It" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS S02.1.3. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 2~'3), UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD. MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS. HEAT TRAPS IIF NOT INTEGRAL TO THE WATER HEATER} MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECINCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER, CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT, THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING {HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO EECCNYS S03.3.1. HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCENYS S03,2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03 3.2 AND SOS.3,S, TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER IFOR HEATING) AND/OR 85 DEGREES (FOR COOLING), THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE {OF AT LEAST § DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION {SUSPEND OPERATION) BETWEEN SO AND SOY. RELATIVE HUMIDITY HEAT PUMPS THAT INCLUDE AUXILIARy HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN. AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES. AS INDICATED IN ECCCNYS SOS.3.B. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE J-ACKET IECCCNYS 102.5.3). DUCTS AND PIPES IN UNCONDITIONED ATTICS. GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-l~' RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.~). ALL PORTIONS OF STUD BAYS OR ,TOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS {EXCEPT LONGITUDINAL ~TOINTS THAT LOCK} MUST BE SEALED WITH EIT'HER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL lglA MAY BE USED FOR RIGID FIBER DUCTS, TAPES MEETING UL IglB MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLBPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS~ UNCOND[T~ONE:D BASEMENTS: I). INSULATE T,HE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BETWEEN THE CASEMENT AND CONDITIONED FIRST FLOOR. S). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ~). SEAL DUCTa IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR. SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. FRAMING: SEALING BAND 3'OISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING 2). APPLY ADHESIVE TO TOP OF BAND 3'OIST AND LAY SUBFLOOR OVER 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ~-). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. SEALING BAND 3'OISTS AFTER FRAMING {ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR ,TOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND ,TOISTS UNDER FLOOR ~TOISTS. 1ST. FLOOR DECK. 1). FULL INSULATE 3'OIST CAVITIES 2). INSULATION TO BE SUPPORTED WITH WIRE NODS. EXTERIOR OPENING HEADERS SANDWICH RIGDD INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKENG FOR INTERIOR PARTITION WALLS: I. PROVIDE HORIZONTAL BLOCKING AT 4~" 0 C AND AS NEEDED FOR NAILERS, 2). FIT CAVITy INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM ~). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR 2). SEAL SOFFIT AND BAND ~TOIST WELL ENOUGH TO PREVENT WINDWASHING. B). SEAL SUBFLOOR ,TOISTS WITH ADHESIVE. ~-)~ SEAL INTERSECTION BETWEEN ,TOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE ATTACHED GARAGE. 1). IF LIVINB SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WIT[H ADHESIVE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM PIPE AND DUCTS. S). SEAL ALL PENETRATIONS THROUGH BLOCKIHG. ~-). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFET ON EXTERIOR WALL: 3.). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER 2). HANG DRYWAILL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTJERIOR SOFFITS OR UTILITY CHASES B), SEAL AIR aA~RIER ~TOINTS INSIDE THE SOFFIT OR CHASE KNEE WALL SUPPORTING ROOF: 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING. 2). IF RAFTERS ,~RE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. S). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR ~OISTS ABOVE EXTERIOR WALL PLATE, INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG TN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, A~ND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. CUT AROUND OBSTACLES. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BO~ES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R-VALUES: FACED OR UNFACIED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLOOWN STAIRS, e?c, MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA, CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING, 2). PROVIDE BLOICKING BETWEEN RAFTERS OVER WALL PLATE. REVISIONS · ,, ,~ I~" p~,,..,,- ,~= ~=-~,2"~ ALLOWABLE HOLES - TJI Joists JOIST DETAILS ~t~,~ ~,l- I,,,~ r~-u="~ /~,.=~=~ ~=~ ~ ~=" BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers ot .~ort BEAM ATTACHMENT at BEARING ~ Z ...... '"' .... WARNING FILLER ~nd ~CKER BLOCK SIZES ~or~ ~-a~ P~' ~ / iNJURY~AY~SULT, """ ""~ ""~"~'"¢"0"~'~/'~'~`"~'~''~`~'~'`~ ~='"~'~'"'""~"~'~="'"'"'~'~"'"'~""~ ............. "'~ """~ ................ ~"'"'~"'¢""~' .................... ''4' .............. ~r~''J This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information, , ,, September O~, 2007 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS UCE THE FOLLOLLIIN~ APPROVED LISp ~ET~L OONNE~TO~ FO~ P~OPE~ ~IND ~ESIST~NT ~ ~OOD ~ONST~TION, FOLLO~ ~NUF~CT~E'5 ~E~OMMENDE~ ~NST~LL~TION INST~U~TION~ TO ~ONIE~ ~AXIMU~ UPLIFT LO~ ~P~IT~. ~ RAFTEa -- WALL 8TUB - S ENDWALL CRIPPLE STUD ~ BOSOM PLATE ) HEADER = DOUBLE JOIBT ~ SIDEWALL ~ / RAFTER JACK STUD8 / FLOOR USP NUMBER DESCRIPTIOh APPUCATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNER8 ANCHOR TO FOUNDATION WJ ANCHOR BOLTS : BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BoTHCONNECTBoT. TOpLATE1 ~IDEoF OF2NDALLFLooRCORNERSAND TopON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION J RAFTER SiZE JSP NUMBER DESCRIPTION J APPLICATION SUPPORT EACH WALL RUNNING PARALLEL With THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA~ 2 1-I/4"x12" 20ga. STRAF APPLY T,O EACH JACK 8TUg ROOF LSTA24 l-W4"x24" 20ga. STRAF APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 L826 1 BSa. SLOPE HANGE~ APPLY TO EACH ~FTER./LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. File FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ~10 LS2t 0 18ga. SLOPE HANGS/ APPLY TO EACH ~FTER' / LEDGER FOR 6OIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ~24"OC i THROUGH-ROOF ~HAUST , VENTS SELECTED AND ! . CATED BY CONTRACTOR METAL STRAP ~ ¢ j ~ CRICket AT TOP-SIDE OF VENTI~TION CHANNEL ~ . /CHIMNEY AS REQUIRED RIM BOARD O ~ER ~" : WALL SHEATHING ~AFTE~5 SILL PLATE(S) (~ , , MAINTAIN ' ~ ~ '' " ~ '' ~ ~ '' ~ ~ '' " ~ '' "- ' SIDE~ALL FLASHING ~' ~ VENTILATION WOOD JOIST - ' - ' - ' - '" % ~ / FINISH WALL AND MOISTURE TOP P~TE , i ~ 2x4 LEDGER BLOCKING STAPPING TO BE A~ACHED TO WALL STUDS ~48"O0 /// BARRIIER TO ~P FLASHINGA~IC SHALL BE PROVIDED WITH A ' 2x4 FASCIASOFFIT JOIST AND ALL WINDOW~OOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ~ /~ / BETWIEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~ ~ ~ / , =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFIING TO AVOID SOAKING WALL STUD O ~ NOT LESS THAN ~/150 OF THE AREA OF ~ ~ GUTTER WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK 8TUBS ~ ~ 8HALL BE COVERED WITH CORROSION- I 3N ALL OPENINGS % ,, PROVlIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH . ' ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION j APPLICATION OPENINGS OF '~ INCH IN DIMENSION. 8OFFITE~ E~E Z INSTALL 4'0" C.C. AND S,,O AS TO MAINTAIN AIR CONNECT TO O LSTA , -/ T'O,,,W,TCA, LLA* . NA LO""N N S / ' ACT O'N JNSTALL4'0"O.C. J OONNECTTO ~OOF YENTIL~TION / OVERBEARINGWALLSANDHEADERS i~N ALL OPENING8 ~%% ~¢~G NAILS OUT 8"- 12" RAFTER RT2O 21-1/8" x 20ga. ~DOWN ANCHOR ~AOH RA~EF 5OFFITEP E~E ~ETAIL J ROOFING L~S BASE BASE FLASHIN~G WRAPS CORNERS, RAFTER O RIDGE CAP OF ~AME EXTENDS UNDIER SHINGLES AT MATERIAL AS ROOFING INCHES AND LAPS NAILED TO SHEATHING % ~ SHINGLES AT BABE MIN. 4 INCHES , THROUGH VENT O I = 51 E FLASWINO 1 ST. FLOOR WALL STAPPtNG TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ~AL FLAS~N~ AT ~LL EA~ES, 5[PE~AL~, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND ~AKE5 - P~OY~DE HEM~EP ED~E~ INSTALL 4'0" C.C. A~ TO FO~ ~A~NAGE CHANNEL~ AND ~ , 4" - 8" LSTA36 I-1/4"x36" 18ga. ST~P AND JACK STUDS mREVENT CAPILLART ACTION LOCATION JSP NUMBEF DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" C.C. ~FTER/PLATE RTl 5 ~DOWN ANCHOR ~FTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-114"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS ~ P~TE~ALL SPTH4 ~TUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS ..... ~ FLASHING AT BITH I/2" x ~" ANCNO~ BOLT KEYWAY FOOTING ~ ~ ~ , CQNC. FTG. ''"~'-~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHER8 SIDESANDTOP I/2"~OUT / ,. ~ ~., ~ · ~ (USP LBPS58 OR BP5B3) ~ 3,, 5TELL COLWMN (C~WL SPACE OR FOUNDATION) I STORY 72" CC O ~ z ~PICALCONC. FOUNDATION. APPLYPI~STERS STEEL / BOTTOM ~E~IN~ ~LBO~OMP~TETOFOUNDATION 1-2STORIES 57"OC ROOP JACk6 ~ VENT6 ~ETAIL (SLAB-ON-GRADE) ~ ~ O II//// I 8UBFLOOR O 6ONO. SLAB I J ~ 'DOOR FRAME b ex6,0,,0 O JOIST ...... , ~ ~ ~ Sep,ember O~. 2007 REINFORCEFOOTINGWITH(2)~REINFORCINGIBARS. 3"M[NIMUMBEARINGSURFACEFORWOODBEAM GARAGE DOOR BLOCKOUT~l,~l,J" ~ ~ SHEET NUMBER, FOUNDATION 8i8" DIA. ANCHOR SOL ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) ~VALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) ENDWALL RAFTER WALL STUD - ~, o HEADER ~~~ ~ ~ LEDGER BATHTUB '*~"*' RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTIOh APPLICATION 1ST. ADS5 HOAL~HDoQRWN CTOoNFNoEuC~DTAOlIioENIDwE/I~%~i~Lo~OBRoNLETRSS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 BIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION I APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2NB FLOOR AND TOP 2ND. ADS8 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 -I/4"X12" 2gSa. STRAP APPLY T,O EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAF APPLY OVER RIDGE TO EACH RAFTER 2xC-2x8 LB2§ 18ga. SLOPE HANGES APPLY TO EACH RAfter'/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE rile 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 T iROUGH-ROOE RAUST VENTS SELECTED AND CATED BY CONTRACTOR METAL STRAP , / CHIMI~EY AS REQUIRED RIM BOARD O RAFTER : WALL SHEATHING RAfter5 SILL PLATE(S) () . , MAINTAIN ' ' - ' - ' - '" -% ,,'1 // FINISH WALL AND MOISTURE TOP PLATE , i ~. 2x4 LEDGE R BLOCKING STAPPING TO BE A]q'ACHED TO WALL STUDS @48"OC ,~//',~ / BARRIIER TO LAP FLASHING A'FrlC SHALL BE PROVIDED WITH A ' 2x4 FASCIASOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP '~ /~ / BETWIEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~ ~-! ~-- =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION /,'~, / ~ ~ ROOFIING TO AVOID SOAKING WALL STUD O ~ NOT LESS THAN 1/150 OF THE AREA OF ~_~,,~ ~ GUTTER WOOD GIRDER INSTALL 4'0.I O.O. THE SPACE VENTILATED. ALL OPENINGS ~(~sO~:r~+/s ECxRTEE~LEy~v~)~DT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ~, SHALL BE COVERED WITH CORROSION- ~ ,, PROVIIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH . INSTALL 4'0" C.C. ' ' ANDFLASHFLNG TO FORM CHANNELsiio AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION i APPLICATIONcoNNECT TO OPENINGS OF '4 INCH IN DIMENSION. .5OFFITED E,AvE 8" - 14" LSTA38 1-1/4"x30" 18ga. STRAP DNANDALLJACKoPENINGsSTUDS i ~ ~ -/ ~ ,,, .-.,~, ?~e------.~..._~ GAP T'O PREVENT CAPILLARY 4" - 6" RAFTER RTl 0 1 {]-3/4" x 18ga. TYDOWN ANCHORj -'-ACH RAFTEF PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14" - 16" LSTA36 1-1/4"x35" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT2O 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO -'ACH RAPTEF 5OFFITED LAve [DETAIL 2N ALL OPENING~c G NAILS OUT BASE FLASHINiG WRAPS CORNERS, RAFTER O RIDGE CAP OF ~AME EXTENDS UNDIER SHINGLES AT MATERIAL AS ROOFING /~~""~"`%'~ !i~sNFiIN CH E S AN D LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT J SIDE LUALL FLASHING 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLACHIN~ AT ~,LL EA",/ES, srDE~ALL~, WALL STUD FLOOR JOIST DEPTH LISp NUMBER DESCRIPTION APPLICATION AND RAKBS- P~OVIDE HEMMED EDGES SOI ~.~ ' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. ~VALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57"OC ROOF JAC*6 4 VENT,5 ~ETAIL CONC. SLAB II~ -DOOR FRAME r~ ....... P.T. PLATE ~ 4"DF~I"/~IJA¥ ~ NOTCH JOIST AND ADJUST HEIGHT ~,~...ui TO BE APROX. 1/2" OR HIGHER THAN MIN. ,, ~ NOTCH BEAM FOR MUDSILL IF REQUIRED --MAXIMUM -Ill ~ ~' ~, .., ~1~111--1~II--'1 ~11~ SUBFLOOR lac ;[ .'1 --REINFORCING BAR ~., '~7' REINF(DRCING BAR ," . NOTCH EQUALS 1/4DEPTH OFBEAM -I~Lu ~. , ~.'~'' ', ' r~--II_~ ~ --~ JOIST REINFORCE FOOTING WITH (2) ~ REINFORCING lEARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~E DOOR BLOCKOUT ~EAM POCKET GENERAL W,ND FRAMING NOTES NAILING SCHEDULE PL ,N CONTENTS: 1). RIDGE-TO-RAFTERASSSMBLY: ROOF FRAMING: occupANcy 1-1 f4" x 20 gauge strap shall be aEached to each pair olf rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE ~ES(DENTIAL D~ELLING When a collar tie Is used In tau of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: ~neachendoflhecolmrfieneednmexceed~hetabulnt,ednumberof~dnailsln~hes~rap. RAFTERTO 8'~ALL:3-,dCO~ON EACH 'FOE-NAIL TOP PLATE 10' ~ALL. 4-8d CO~OK ~ RAFTER 1). The informafion w~hin ~h~s set ¢ ~nstruc~on documents is relied m basic design ~). RAFTER-TO-~ALL ASSEMBLY: CEiLiNG JOIST 8' ~ALL: 3-6d CO~ON EACH TOTAL ~. ~T. ~D ~NST~U~TI~N ~ PLAN~J in~ent and ~aming de,ails. They am imended ~s a construction aid. not n substitute Lateral framing ~nd shear wall connec~ons fo~ rn~er, ceiling or truss m ~op plate shall be in TO TOP PLATE 10' WALL: 4-8d CO~ON JOIST FOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3,3. When a rafter or truss do not fall in line with studs below, rafters =~ESC~TPTIVE A5 PE~ N.T.D. RESiD~TIAL CONSTRUCTION CODE AND State building codes. ~e General Coati.or is responsible for pro[ding standard or trusses shall be affached to the wall top plate and the wall top plate shall be aEached to CEILING JO~ST TO AS PER TABLE 3.7 EACH FACE DESIGN C~ITER[A I~B S~C HI~N ~IN~ EDITION, ~OOD F~AHE CONSTRUCTION construction details and procedures to ensure a professionally finished, structurally the to the wall stud with upliE connections. Roots overhanging the rake side of the building PARALLEL RAFTER WFCM - SaC LAP NAIL sound and a weatherproof completed product, shall be ~nnected with uplift conne~lons in accordance with ~ble 3,3c, CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F~A~IN~ ELE~ENT5 A5 PE~ FLOO~ PLANS, 0~055 SECTION AND GENERAL NOTE~ OVER PARTITION WFCM- BBC LAP NAIL : EXT. ~ALCONIE~ 2). The General Contractor is responsible for ensuring that all work and cons~ucfion 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DEC~8 40 meets current federal, state, coun~ and local codes, ordinan~s and regulations, etc. Wall studs above and studs below a floor level shall be a~ched with uplift co, no.ions ~n Thee codes are to be considered as pa~ of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line w~th studs below, the TO RA~ER WFCM - BBC END I NAIL ATTIC5 ~/o 5TO.AGE I0 should be adhered to even if in vadance with the plan, studs shall be a~ached to a common member in the floor assembly with uplift conne~ors in BLOCKING 2- 8d COMMON EACH ~ TOE A~IC~ ~/ ~TO~E 20 accordance with table 3.3. TO RAFTER END ' NAIL DESIGN LOA~ CALCULATfON5 ~OOF fG~OUN~ 5NOB LOAD) 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOA~5 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO~ER 2- 16dCOMMON END NAil ~OO~5 (OTHE~ TNAN ~LEEPIN~) 40 Fimt wall studs shall be connected to the foundation, sIl~ plate, or bosom plate with uplift ~OOM5 (5LEEpIN~J 4). The designer has not been engaged for ~nstr. cdo. supe~ision and assumes no con, actors. Steel straps shall have a minimum embedment of 7 inches in ~ncrete WALL FRAM I N G: sT*,*~ respensibllfly for conetru~ion coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block founda~ans, or lapped under NAIL NAIL ~AU~D~AIL5 (ANY DIRECTION) 200 ~nstructlon means, methods, techniques, sequences, or procedures, ar for safety the plate and nailed in accordance wllh table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q~. SPACING NOTES pre~utions and prog~ms in connection with the work. There are no warranties for a bosom plate, 3 inch squa~ washes shall be used with the anchor bolts. ~chor bolt EXPOSUre CATAGO~T C specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FADE NAIL anchor bolts are to be spaced baleen 8-12 roches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: I LOAD PATH ~EE CON~T~MCTION AND~IN~ PATH CONNECTION 5). Refer to the Window and Door schedule for e~edor openings. ~rners. TOP P~TES AT 4 - t6d COMMON JOINTS FACE (~OOF . FOUNdATIOn) ~ETAIL ~AGE ~ GENERAL NOTE INTERSECTIONS ~. SIDE NAIL NAILING ~CN~ULE ~EE G~E~AL NOTE pAGE 8). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). ~PE I EXTERIOR SHEARWALL CONNECTIONS' STUD TO 24" FACE E~RE55 8EE FLOO~ PLAN8 AND ~INDO~ 5CNEDULE or exceeds manufacture's specifications and applicable codes, Type I e~erior shear wa[is with a minimum of 7/16 inch wood structural panel o~ the exterior STUD 2 - 16d COMMON C.C. NAil S~m., attached with ad common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and FfRE PROTECTION 16" C.C. FACE ~EE FLOOR PL~N~ 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wagboard on the intedor affached with 5d cooler na~ls at 7" c.c. at panel HEADER TO 16d COMMON ALONG EDGES NAIL ¢8~OKE ~ 002 BETECTOR52 ~ such as bookcases, shelving, pantry, closets, this, etc. edges and t0" C.C. In the field shall be in accordance with the length requirements specified HEADER in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END T~U55 ~ESI~N ~/~ - 5TAN~AR~ 5TIC~ FR~E 8). Wind Icad requirements shall be taken into account dudng ~nstmction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL E~ERG~ C~LCUL~TIOM5 RE~C~ECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1 ). The General Contractor a~d Mason to review plans, elevations, de~ls and notes to length adjustment factors in ~ble 3.t 6. END JOIST OR BLOCKING GROUNE WIND SEISMIC FROST WINTER ICESHIELD dateline intended heights of finished ~oor(s) above typical grade. 7). INTERIOR SHEARW~L CONNECTIONS: FLOOR F MIN G: S.OW SPEED DESIGN WEATHERING LINE ~RMITE DECAY DESIGN UNDERLAYMEN1 FLOOD LOAD (MPH) CATEGORY DE~TH TEMP. REQUIRED H~ARDS Allowable sidewall leng~s provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 2). All footings to rest on undisturbed (virgin) soil. intedor shoo.ails are used. Sheathing and connecdon¢ shall be tn accordance with JOINT DESCRIPTION Q~. SPACING 45 LBS. 12~ B SEVERE ~ FT. MODE~TE SLIGHT TO 1 t NONE PER TOE TO HEAW MODE~TE O ST O= 4- CO.UO. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ~ncrete or masonry walls oc~dng in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER Header and/or girder conne~ons she, be attached with~ uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE : NAIL SPACING ~AIL SPACING AT INTERMEDIATE 4). Any new concrete walls being abached to existing concrete st~cture shall with table 3.5. Window sill plates shall be have steel comnectom m accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES oe installed with ~ re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 3.5, BLOCKING TOE AT PANEL EDGES ~ SUPPORTS IN THE PANEL FIELD 5). Unless othe~ise noted, all slabs on grade to be 2500 p.s,i- Concrete to be : TO JOIST 2 - 8d COMMON EACH END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C] 8d COMMON ~ 6" O C, SEE NOTES: 1,3 =cured on 4 inch thick sand or gravel fill w~th 6x6 wire mesh reinforcing. Interior slabs 9). CATHED~L CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) :o be mmimum 3-1/2 inch thick. Alt fill to be compacted to 95% relative densl~ with Where a ridge is to be used as a structural beam, the re,ers shall either be not.ed and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON ~ 6" C.C. 8d COMMON ~ 12~ C.C. ~" maximum g~s (layers), anchored on top of the beam or slope conne~ors shall lbo a~ached to each rafter-to-ridge SILL OR TOP P~TE 3 ~ 16d COMMON BLOCK NAIL ~ NOTE: 2 FOR PANEL FIELD along the open ceiling pa~ of the building. Connections to the ddge and wa~l shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C.i 8d COMMON ~ 4" C.C. SEE NOTES: 1,3 ~). Crawl spaces to be provided with a minimum 18"x24" access opening. Install o~e attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL of fou. fio, of DECK AND COVERED PORCH NOTES: o. TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N,Y.S. Residential Constmcfion Code, A 6-mil polyethylene film shall be applied over 1). Unless othe~ise noted, all ~amJng material to be ¢1 ACQ pressure treated lumber. SAND JOIST 3 - 16d COMMON PER END :he below grade potion of exterior walls prior to backfilling. All fastenem, hangem and anchom to be galvinized or s~inless steel TO JOIST JOIST NAIL 1). For roof sheathing withi~ 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAil the 4 foot perimeter edge zone a~achme~ts required shall be used. ~). Drainage as per section R405 of N.Y.S. Residential Constru~ion Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON FOOT SEE NOTE: 1 SILL OR TOP PLATE Girdem on concrete piem aha, be anchored with proper steel connectom anchored 2). Tabulated 12 inch c.c. nail spacing assumes sheathing aEached to rafter I truss framing members with G>O.49. FRAMING NOTES ROOF SHEATHING: ~). All framing techniques and methods as prescdpflve design of 1995 BBC High Wind 3). Posts supposing girdem shall be anchored to a 12'x'12"xl 2" thick ~ncre[e footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3). Tabulated 4 inch o c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For Edition Wood Framing Const~ction Manual. Use a minimum 1/2" die x 7" long anchor bcd with wasbem and nuts. Footings Shall be 3 ~. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. AS PER TABLE 3.~ S .UCTURA .*. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: )). Floom, walls, ceilings and rafters to be spaced at 16 inches o.c, unless noted 5). A minimum of 10 inch flashing shall be installed baleen the bugdmg and ledger. JOINT DESCRIPTION NAIL NAIL ~ ~the~ise. Ledger to be fastened to building with 1/2" dia. bolts wg~ washers and nuts Q~. SPACING 4' EDGE ZONE Bd COMMON ~ 6" C.C. 8d COMMON ~ t 2" C.C. ~EE NOTES: 1, 3 ( BOTH FIELDS', ~). Unless othe~ise noted, all bearing wall headers to be (2) 2xl 0 ~2 + BTR. Doug. Fir. where needed.WALLBOARDGYPSUM 5d COOLER8 7" C.C. EDGE NOTE: 2 FOR PANEL FIELD 10" C.C. FIELD INTERIOR ZONE ad COMMON ~ 6" C.C. 8d COMMON ~ 12" O.C, SEE NOTE: 3 ~earing wall headers to have (2) jack studs and (2) full length studs on each sma of all 6). Concrete piers shall be a minimum 6" above grade. ~ ~penings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H LATH I N G: NOTES ~penings. Beadng wag window sills shall also have (2) window s,I plates for 2x4 wall 7). All joists to be supposed with hangers and anchors, leach Joist shall also be a~chored NAIL NAIL ~penings baleen 4'1 and 6ffl and 2x6 wail openings between 5'11 and 8'9, Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable, O~. SPACING 8). Covered Roofs shall be assembled and anchored th,e same manner as a ~pical build~ng. STRUCTURAL 8d COMMON AS PER TABLE 3,9 1). For wall sheathing within 4 feet of the comeT, the 4 foot edge zone affachment requirements shall 5). All flush beamoheaders to be installed with heavy du~ galvinized hangem and PANELS WFCM - SaC be used. ,.cho he,. toa,, PLUMBING NOTES os. co .o. ~). Double up floor joists u~der walls that run parallel to the ~oor joist and under bathtu be. 1 ) All water supply, drainage and vendng to be installedl as per N.Y.S. Residential PLYWOOD 6" C.C. FIELD 2). Tabulated 12 inch c.c. nail spacing assu mos sheaflhing abached to stud ~eming membem with Floors to have ceramic tile installed shall be verified for piper Icad capacity unless noted Const~ction Code. GYPSUM 5d COOLERS 7" C.C. EDGE G>0.49. For framing members with 0.42<G<, ~e nail spacings shall be reduced to 6 inches c.c. on plans. WALLBOARD 10" O,C. FIELD 3). For exterior panel siding, galvinized box nads shalt be permitted to be substituted for common nails. ( h. ¢t Wrfl ,fio flh ,h. fo, ...flh F LOC R S H LATH IN G: NOTE: ~ther access openings unless othe~ise noted (~pica~). NAIL NAIL 3). If wall studs, plates or joists are c~t out d~rl~g installotion for a~y plumbing related work, JOINT DESCR~ION CONT~CTOR TO PROVIDE SOIL TEST TO VERIFY B). Dormem running up roof rafters are to be suppoded by double raffem on either side provide adequate bracing and plates to protect and seo¢re the st~cture. Vedfy with the Q~. SPACING ~here appli~ble unless othe~lse noted, state code and ma~ufacture's recommendation for max=trouT hole size and spacing pe~ltted. STRUCTURAL PANELS 8d COMMON 8" O,C. EDGE EXISTING CONDITIONS. MINIMUM 3OO CAPACI . 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES ~,, OR LESS 12" C.C. FIELD 1). PROVIDE 5/8" ~PE-X SHEETROCK FIRE STO,PPING AT 10'0 M~IMUM DISTANCES FOR NON ACCESSIBLE AREAS, ~nder all bearing walls. 1}. Mechanical subcontractor is responsible for adhearimg to all applicable codes and safetyNOTES:~. USE SIMPSON HANGERS AND ANCHORS WI~H Z-M~ TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). iNSTALL I - Co2 DETECTOR tN ADDITION TO ',SMOKE ALARMS PER FLOOR. 10). P~vide insulation baffles at eave ven~ between raffem. Install draE blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF ~eeded. 2), HVAC subcontm~or is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ~cO¢n ~O2.~ - FI~E~LOC~ING NAIL NAIL JOINT DESCRIPTION NOTES QTY. gPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL. 4-8d COMMON RAFTER FOE-NAIL CEILING JOIST 3' WALL: 3-ad COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SaC 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 - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD g - 16d COMMON EACH END TO RAFTER END NAIL NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 4 - t 6d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 18d COMMON C.C. NAil HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2- f6d 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- t6d COMMON FOOT SEE NOTE: 1,~ END JOIST OR BLOCKING NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 5d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 5d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - l§d COMMON PER TOE NAil SILL OR TOP PLATE FOOT SEE NOTE: 1 SHEATHING LOCATION NAIL SPACING ~IAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C.I 5d COMMON @ 6" O C, SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 5" O,C fid COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3,9 PANELS WFCM - SaC 7/16" OSB Cd COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O,C. FIELD