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Home My WebLink About35295-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 7/31/2011 CERTIFICATE OF OCCUPANCY No: 35100 Date: 7/31/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ALTERATION 2145 Old Orchard Rd, East Marion, Sec/Block/Lot: 37.-3-5 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/4/2010 pursuant to which Building Permit No. 35295 dated 1/7/2010 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: interior alteration with door and window replacement in an exsting one family dwelling as applied for. The certificate is issued to Fisher, David & Fisher, Diane (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/7/11 12410 12/10/10 alter Marczewski FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35295 Z Date JAI~UARY 7, 2010 Permission is hereby granted to: DIANE & DAVID FISHER 2145 OLD ORCHARD RD EAST MARION,NY 11939 for : INTERIOR ALTERATION WITH DOOR & WINDOW REPLACEMENT AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 037 pursuant to application dated JANUARY Building Inspector to expire on JULY 2145 OLD ORCH~kRD RD EAST MARION Block 0003 Lot No. 005 4, 2010 and approved by the 7, 2011. Fee $ 200.00 ORIGINAL Rev. 5/8/02 Form No. 6 TO~N OF $OUTHO~D 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 0f 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 0f Fire Underwriters. 4. Sworn statement from plumber certifying tha~ the solder used in system contains less than 2/10 of 1% lead. 5. Comm~cial 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 o f property showing all property lines, streets, building and unusufil naturai or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, · Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $t00.00 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: Location of Property: House No. Street O, rorO ofPreperty: + Suffolk County Tax Map No 1000, Section ~ -'~' Subdivisk)n Health Dept. Approval: Old or Pre-existing Building: · Date of Permit. Block . '~ Filed Map. Applicant: Underwriter~ Approval: Planning Board Approval: (check one) Hamlet Lot G Request for: Temporary C~ert, j.~q~ate Fcc Submitted: $ ~'0 ~°~' eS~'- Final Certificate: (check one) Applicant Signature SUFFOLK BUREAU 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS D~t7 2 2 ' !~ BI ~6 B£P1, mail.com TOWi~i 0r '~0[ITHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Platinum East Electric Inc Certificate No.: 12410 Rough In Inspection Date: Feb 23, 2010 Final Inspection Date: Dec 10, 2010 Application No.: 12410 Building Permit No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Mrs Fisher Site Location: 214S Old Orchard rd, East Marion, NY 11939 Ownerls Address (if different): WlResidential ~-Indoor ']Basement J il Commercial r i Outdoor IX First Floor [ i New ? Renovation 171!Second Floor ~ Addition ! ~ Survey Other: INVENTORY Single Phase Heat Duplex Recpt 11 Three Phase Hot Water GFCl Recpt 3 Main Panel AC Cond Single Recpt Sub Panel AC Blower Range Recpt 1 ~FCl Breaker Heat Pump Electric Heat Service F~ h ,_iS ed Pool F~ H _ ottub Attic El Garage Ceiling Fixture 2 Wall Fixture 1 Recessed Fixture 15 Flourescent Emergency Exit Fixtures Pool Luminaire HID Fixtures Smoke CO Detect Smoke CO Combo ¥ime Clock Pumps Exhaust Fan Other Equipment: kitchen living room and bathroom renovation, 1 paddle fan :,;The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. ,; Applicant: Platinum East Electric Inc Inspected By: Roger Richert License No.: Date Of Certificate: Dec 15,2010 Town [tall Annex 54375 Main Road PO Box 1179 Southold~ New York 1197I -0950 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN O1~ 8OU'l'~oLr~ CERTIFIC.~TION Building Permit No. ncr. (Please print) Plmnber: ._~_ J~ C ~ [~ (Please print) I certi fy that the solder used in the water supply system contains less than 2/10 o f 1% lead Sworn to before me this day o ._K72'~_ ,J- '7!__ , 20 Notary Public,~... ~_ ~_-4~_~:4, ....County CONNIE D. BUNCH Notary Public, State o~ New York No. 01BU6185060 Qualified in Suffolk Couaty Com~a~o~ Explr~/~fl114, 2 ~)J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON FOUNDATION I ST [/.~OUGN PLBG. FOUNDATION 2ND [ ~]'I~ULATION ~MING / STRAPPING [ I FINAL FIREPLACE & CHIMNEY [ ] ~ INSPECTION FIRE RESISTANT CONSTRUCTION [ -'-]"FIRE RESISTANT PENETRATION REMARKS: DATE __INSPECTOR__~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLRG. [ ]FOUNDATION 2ND [ ] FRAMING / STRAPPING ~//~] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~~'~-~ ROUGH ~G & / pL~G ~$~ON PER N.Y. ' ' STA~ g~R~ CODE ~D~ION~ COUNTS 9 TOWN OF SOUTHOLD BUILDII~G DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.nct Examined ,20 Approved Disapproved a/c ,2O 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 Flood Permit Stoml-Water Assessment Form Contact: Mail to: .,,~,~. ]~ Phone: w,,.[.~ ['~~/~ g ~ I ~ ~l-~ Building Inspector ~ ~-' 8[~[~1 I ~ INSTRUCTIONS Date /¢~/d~ ,20. a. ' ~""" 10~[FSOUI~0t0 ~ . ~.:cah~a l ~e completely filled in by typewriter or in ink and submitted to the Building Inspector ~vith 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 wate~ays. c. The work covered by this application may not be commenced befbre issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it 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 pan for any pu¢ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. L Every building permit shall expire if the work authorized has not commenced within 12 months aAer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit fbr an addition six months. Thereafter, a new pe~it shall be required. ~PLICATION IS HEREBY M~E to the Building Department for the issuance of a Building Pe~it 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 regulus, and to admit authorized inspectors on premises and in building for necessa~ inspections. ~~~fl (Signature ot ap~t or name, ifa co~oration) (Mailing address of applicant) applicant is owner, lessee, agent,~hitect, e~ineer, general contractor, electrician, plumber or builder State whether Name of owner of premises D] .~ F/~" ./'~.. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of[and on which proposed work will be done: House Number Street County Tax Map No. 1000 Section ~.~ 7 Block O.j' Lot Off- Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy tS',/a)~/.,~ /~"q'7/~(-/ r' b. Intended use and occupancy ~'"/~ ~ Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee Addition Alteration Other Work/glTtSl/~/~/d.f, ~d~ t,q/,~//')~scription) (To be paid on filing this application) Number of dwelling units on each floor of use. _Depth 5. If dwelling, number of dwelling units If garage, number of cars 4~'~7,~ ,,~6d]"~ ~n~cv.~s ectf nature and extent of each te 6. If business, com~n~rrrma'tfi~'6or mixed occupa :'~',/e ' y yp 7. Dimensions of existing structures, if any: Front Rear Height. Number of Stories Dimensions of same structure with alterations or additions: Front ........ · ' R_e~r Depth _ Height Number~ of Stories 8. Dimensions of entire new ~nstruction: front Rear Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO ~ Will excess fill be removed fi'om premises? YES__ NO 14. Names of Owner of premises /t:-{ ..~/q~/,'~ Address Phone No. 5-~- Name of Architect ,,O C_ {-'/g4,-~/~ ~-~. Address Phone No ~,.~ ~-- ~,~,~,,fl" Name of Contractor Address Phone No. 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 B~QUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~,~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: __ ~/~ dC t~/'~e~ f.~ being duly sworn, deposes and says that (s)he is the applicant (Name o~ individual signing cohtract) above named, (S)He is the r~~ i )IF'~iJ( I ~qflh~! (Contracto orporate Officer, etc.) ~ ':"'~ ~ ' ;''~ :~''! of said owner or owners, and is duly authorized to perlbrm or have performed the said work and to make and file this application; that all statements contained in this application am true to the best of his knowledge and belief; and that the work will be pertbrmed in the manner set forth in the application filed therewith. Signature flicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~-~ / W ~ I VILLAGE DIST lES. ~ I ~ (~EAS~ ~ FA~ COMM. CB. MISC. Mkt. Value ~ND IMP. TQ. TAL DATE REMARKS 2~o ~oo 3goo / MI~c/Z~ A~E BUttING CONDITION N~ NOeL BELOW ABOVE ~' FARM Ac~ Voi~ Per Value Tillable 1 Tillable 2 Tillable 3 Woodland 5wompi~nd FRONTA~ ON WATER Brushland FRONTAGE ON ROAD House Plot .. DEPTH / BULKH~D Total DOCK I llJlltllll,llllll Ill j TR~M I t lll.,I " hi I l1 I_Jl k i IIII ~'111 1--1"1 I I I I 1 /"l Ill't IIIIII1-1 I Ill III I I I t I ItliLIltIIIII I IIIlltt~l M. Bldg. I ~-~ ~( ~.~:~/.~ ~) F~:lation ~ ~L. Bath / Dinette ~tension ~ -- [~t. Walls ~, ~. ~ ~ .' Interior Finish S~'S ' LR. E~ension Fi~ Prate y~ ~ Heat I ~ ~ ~ J ~' I Type R~f ~ ~ ~ L ~ R~s 1st Fioor BR. Po~ · =: .'- _ ~reati~ R~. R~s 2nd F[~, FIN. Porch Dormer Breezeway JDriveway ~rage Patio t 'O-B- i BUILDING PERMIT EXAMINER CHECKI,IST *Date Submitted: [ / ~/~ *Date Reviewed: t / applicant: /'ff~ ~~~~ Owner: D ~ f~ ~~ Estimated Cost: SCTMg 1000- ~- ~ ff Subdivision: ~ ~~Zone: ~--~ Conforming? Property Address: ~ ~ D~~ f~' City:~~PreCOs? BuddmgPermlts(Opea/Expired):BP~b~Z/~o~-~6~,Info: ~ -z/C/0 ~~ , ~nfo: BP~-Z/C/OZ- ,Info: BP~-Z/~0 ~ ,~fo: BP -Z/C/OZ- ,Info:_ S~gle & Separate Search Required? Y ~Determination: ~Q.~tSize: ~o~ ovo ACT. ~t Size: ~0~.7~ ~Q.~tCov. ~ ACT;~tCov. ~Q. Front 9~ACT. Front O~ ~QSide /0 ACT. Side 6(~Q. Re~PROP. Re~ ~Q. Height )~ ACT. Height O~ ~ ~'~ ~ ~_ O~ Project Description: _~ ~ ~ ~ [fy~, water body: ~ Panelg ~ Bul~ead/BluffDistance: ~DITIONAL APPROVALS ~QUI~D guffoik County Health: Y o~lfyes, ~Bed~' *Date: / / *Permit~: Town Septic: Y - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea~-~sc~a/TS Y o~- Date: / / Permit ~: or NJ Letter- Notes: $outhold Trustees: Y 0~ Date: ~/ Permit ~: . or NJ Letter - Notes: Southold ZBA: Y o~ Date: ~/ ~ Permit ~: - Notes: $outhold Planning: Y o~ Date: /~/~ Permit ~: - Notes: row [ ama k C of V __/__/__ Comv ia (vag Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( SF)- SF X $ ?$ First Floor: SF + hfitial Fee: $ Second Floor: SF + Additional Fee ( ): $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ total: SF + Initial Fee: $ + Additional Fee ( _): $ ~--0 0 o oO TOTAL: $ °~0 0,0 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGKAPHIC DESIGN CRITERIA: · Grounfl Snow Load: 45 Wind Speed: 120MPH Seismic Design Category~ B Weathering: Severe .Frost Depth: 36"__ Design Temp: 11 'Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: / · HEIGI~rr/FIRE AREA: TYPE OF CONSTRUCTION: ~0 ~ /~-~- DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FPCAMING DESIGN ELEMENTS: HEADERS: ¥/N WALL STUDS: Y/N CE1L~ING JOISTS; Y/N FLOOR JOISTS: Y/iq LUI~BER SPECIES AND GRADE: Termite: M-H Decay: S-M Flood Hazards: GLILDERS: Y/N ROOF ILAi~ERS: · --DES !GN--LOT~D CALCU'LAYiONS: WINDOW AND DOOR SCHEDULE: ~ 1~ LIGHt[ 8 °/o .~/N .} XmNT 4% ~ ~ NAILING/CONSTRUCTION SCHEDULE0 0/~ PLUMBING RiSER DIAGRAM:~)'N LOCATION OF FYR_E PROTECTION EQU1]?MENT& TRUSS DESIGN: Y~ CERTIFICATION: YO ENERGY CALCS ~ C,~ TOTAL COMPLIENCE? Y~N (RETURN TO PAGE ONE) '¥proved ........................................ , ~9 ........ pemit No ......... , ..... APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD ,4~' ~ '- ' "' ' ,. BUILDING DEPARTMEN~r ' rT-, OFFICI~ ~./, , /~ '-- ~)' TOWN CLERK'S SOUTHOLD, N. Y. Application No. F- iNSTRUCTIONS a, This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout ofproperty must be drawnron the diagram which is part of this application. 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;o Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the progress of the work. e. No bui~dlng shall be occupied or used in whole or in part for any pu'rpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 Sauthald, 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 regu[atlons. ........ ........ ............. ......................... ~ ' - (A~lress of opplicaM) State whether applicant is owge,r, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ............... ............ ........ .......... : ............................................ Name of owner of premi, ........ ~/~.......... I.,~_.~..,,...¢~-/~-~. ....................... ~.:.:..-z...;.,............................................ if applican~ is a corporate, signature of ~uly authorized officer. ~- ~0 ~ i Location of land o, whi~r~o~d~k wil~be don~ ~p No.: .~.~.Z.:....:.Z.....~r.'d;t ¢o ......................... ~ Street and Number ...~....~~-..[~...~..~-~ ................................ ~ ' ~unicipality ] ate existing use and occupu,,~y ~, p,;,,,;~.~nU mFend~se ono occuponcy OT proposed consTruc~ .. ~x,s,,,~., ~., o~.,~n~, ...~...."~.~.-.~'"'~----~'""'~-~ .......................... ~Z ......................... W..~. 3. Nature of work (check which applicable): New Building .................. Addition ........ ,,~,~ ...... Alteration ............... Repair .................. Removal .................. Demolitior .................. Other Work (Describe} ........................................ 4. Estimated Cost ................. /..6~.....6'm~, .................... Fee ........~.~::,,,.r.,,'~.~. .............................................................. tto be paid on filing this application) 5. if dwelling, number of dwelling units ............. .--. ............. Number of dwelling units on each floor .......................... If garage, number of cars ............................... ; ............................................................................................................. 6. ff business, commercial or mixed occupancy, specify nature and extent of each type of use ............................ 7. Dimensions of existing structures, if any: Front ......... '~--a* ............ Rear ........ .~..~fl ................. Depth .,..,~m.~,~ ..... Height ......... [...~:.~..... Number of Stories .............. :..~:,~-~,~. ................................................................................. Dimensions of same structure with alterations or additions: Front ............. ,2~.~'~ .............. Rear ...... ~.,.~ ....... Depth ............~..".C,~. .......... Height ............7..,,~:.,~C,...,.Number of Stories ........... 8. Dimensions of entire new construction: Front ............. .'=.:: ................... Rear ............................ Depth ........................ Height ....................Number of Stories ...................................................................................................................... ~. Size of lot: Front ......... .¥.~...c~. ......... Rear ............ ~.~. ~...~ ........... Depth ......../.... 10~ Date of Purchase ............. ~...f~,....~.....,?~,, ................. Name~of Former Owner ................................................... 1~, Zone or use district in which premises are situated ........... 12 Does proposed construct on v o ate any zon ng a~, ord nonce or renu at on~ .'~ Neme o~ Architect ...................................................... Address ............................................ Phone ~o ..................... PLOT DIAGRAM Locate clearly and distinctly oil buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or comer lot. STAT~ OF N~ YORK, ' cou w ......... above named, He [sthe ........................................ tho~ the work will be performed Swam.to before me this ~,~ /' o,, P 7J z~ / ~ 'Y~ ~(/' ...,~,~;,.~,~'z,.....k..~;/~.~ ~t~VtE¥ OF LOT 12 "NAP OF S~C~TION THO, 6AI~J~INE~.~ I~A¥ ESTATES' II JOHN C. EHLERS LAND SURVEYOR /4o-1' ~iV NOTICE COUNTY OF SUFFOLK (~) Red Property lox Service Agency o_ f Southold Erosion, Sed,mentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. ~ THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMISSION OF A ll~0~ -~ 7 (~7] ~" 8TORM-W~,, ~:~ GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot G~K ~ ~r:ED BY A DESIGN PROF"$81ONAL IN THE STATE OF NEW YORK, Item Number: 1 2 3 4 5 6 7 8 9 (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Will this Projecl Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent cmatiee of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controflieg Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Sqoam Feet of Ground Sun<ace? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Hedzontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storn~Water Run-Off into and/or in the direction of a Town dght-of, way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of*Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? Ye._~.s N._9 NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submlffed for Review Prior to Issuance of Any Building Permltt EXEMPTION: Ye__s Nc, Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlredl -- -- STATE OF NEW YORK, ....... ss That I ................. ~... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of Individual signing Document) //// CONNIE D. BUNCH And that he/she s the .,~.....~..~. ~.IT'~--~ ..~.~......~....~...~...4~.....~...~ Notary Pub cLState of Now ¥0r~ (Owner, Contra~'~ror'.~'FC"~'~ Officer. etc.) Qualifi.~71.]~,.6,~]~O~0 ,.. Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or havCe°~emffoS~qe[~ s~JlaI~u~.~ 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 herewith. Sworn to before me this; ..................... -~.....~....~. ........... day of ...J~.~....~....~.~. ............ 20..1t. ~ FORM - 06/07 ........ (s~~ ................ REScheck Software Version 4.3.0 Compliance Certificate Energy Code: 2007 New York Enel~ly Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: Heating Degree Days: 5750 Construction Site: r/$/')4~---~ Owner/Agent: Designer/Contractor: Compliance: Maximum UA: 331 Your UA: 281 Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Doubia Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Wall 2: Wood Frame, 16" o.c. Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss 1163 21.0 0.0 53 109 0.32O 35 48 0.310 15 42 0.320 13 42 0.350 15 1160 13.0 0.0 95 210 21.0 0.0 10 953 21.0 0.0 45 The pmpoeed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The pmpossd systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. VVflen a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and ~ with this Cede. Name - Title Signature Date-/' ~ Project Title: Report date: 01/04/10 metal ~ti'ap~ over nd4je to roof raftem- L-yp. ~ I~" O.G. ~nc~ ~pphcable ~ collar t~.$ mr~ pre~nt} ~) IOd common mils ~;ch end of collar t~ ProVlde a~rfla~lM~ ~m~n U2 ~ H ] 0 or eq~l burn.ne dbL pla~ ~ stud - ~. Prowde Simpson HG or stud ~ pla~ e band ~lsb foundation wall - ~. ~ C~ ROOF PRESSLTI R ZONES DIAGRAM, COMPONENT 4 CLADDING pRESSURE ZONES: GABLE ROOF, 2 1 DEGREE E'LOPE ~ I I '-G' +/- ZONE J~ 34G 12. i0, -2 I.~0 ! ZONE 2, 7G5 1 2. lO, -E'5.2 ] I ZONE $, J 9,?. 12. I 0, -$5.2 ] ; Note: All deSl~Jn F~r~sure values ~,z~ been I multi~t~m b,y the ~ollova~ ~:XF~:~ur~ AdJustment i C(~*~ICle~I~E~ for their r=~pec~ mean roof I~Jht~. ) ~,21 i BUIT,DING DEPARTIVIENT INFORMATION pI~.B~CRIPTI~ OR Eq~al/I/~RED: SQUARE FOOTA(~ ADDED: E,~STJNO F~.~T ~T.,OOR AREA: 1,001 SQ. FT. 1,001 ~Q. 8I/COND FLOOR AREA: 0~.FL 0 iq. Fr. DESION LOAFS: ROOF: DEAD: 20~ LIVE: 2~, ~NOW: 45~f SECOND FLOOR NON ~r.~INO AREA: DI~AD: 20; LWI/: 40 A-i-iiC8: W]TI-IODT STOI[AO~: DEAD: 10~f; LIVE: l0 p~f - ~%l~l ,~TORAOE: DEAD: l0 ~f; LI~v~: 20 P~f 8TAII~: DEAD: 10; LF~: 40. OUARDRAIL8 & HANDIM, E8: DEAD: 5; I,WE: 200 ]D[FOSUR~ CATEGORY: C SEISM]C DBSIGN CATEGORY: B WIND ZOI,~: 120mpl~ Zone III - ~vrlltn~ 1 M~.R FROM COAST, ~ ~ D TEST AI~LICAB~ .R ~ROT~-l'!~q~ OLAZI~(] pA~[~: 1/2' PRECUT ~LYWOOD vA~m~.8 ~OR PROTECTION AGAE~T ~ BOEI~B D~/~]8, AH4~IATE ATTACHMI/I~ HARDWARE SHALL BE INCLUDED. pA1~8 8HALL COVER ~ (~A~,.~ ~ OPENING, LUMBF~ SI~C~8 &G/~ADE: DOUOLAS I~R-LARCH, SF. LECT 8TRUCtlJRALORAD~Fe= 14501~ ]/~qGI~EERED LUMBER- LVL 1.91~ Fb - Z,~00~i & i 1 ?/8~ T~JD~0~ MAXIMUM VERTICAL SITAR- 2,050 S~A'rti~O: t~_,OORS :0) IAYER ~/4" CDX TONOU~ & OROOVE 8UB-~_,OOE, OLI~D & SCREWED W~8 :(1) ~ 5/8' ~X ~A ~, ~.~ Wriu 8D ~ ~ C.C. ~ ~8, 6' C.C. ~ ~'r~O~; · ~C ~ U8~, ~8 8~L ~ .~ - .~ N~ 1-~/4~, ~' C.C. ~ ~, ~' C.C. ~ R~ :(1) ~ ~/4" ~X ~A ~, N~D ~ 8D ~ 4" C.C. ~ ~ 6" C.C. ~ ~O~; ~ ~C ~8 ~ US~, ~ 8~ BE .~ - .~ ~ 1-7~8", 3~ C.C. ~ ~8, 6~ C.C. ~ ~'l~O~ Pn:r~de 5~mpson LPT4 or ~Xl~,tin~J ra~rs nm ~rd ~ 5111 p~ - ~. r~ ~llar tm~ __ __ s~r ~stin~ DT PPING DIAG M a,m ,I ~ new ~ NTB Vent: Thru Roof 3" Bath # I Floor Levd C.O. )l Vent Thru Roof ~t:chen. I ~" I ~" 1½" 11 House Trap Fir~t Floor ~ve[ il C,O. To Approved 5anl~r~ 5y'3 f, em bwn~ Room ~tchen ~nor wait 2x4 ~ I G" c.c. I ~ . i UNDERWRITERS CERTRCAliE' I i ~,r~ ~o ~ REQUIRED BUILDING SECTION 5came:Y4" = I' - O" PLUMBER CER TIFICA T!ON ON LEAD CONTENT BEFORE C~RTIFICA TE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF ri% ~EAD. ALL~'E~LSTRUCTION SHALL COD~/Y~F,~:,'i'E CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL IVlEET THE REQUIREMENTS OF THE CODES OF NEBV YOF, Z S~'ATE. PLUMBING ALL PUJMBING WASTE & WATER LINES NEED . ~I~_S~TING'BEF~E COVE~iiN,G, CO~vIpLY V'/ITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF · SOUTHOLD TOWN ZBA __. SOUTNOLD TOWN PLANNING BOARD _, SOL:I'HOLD TOWi~ TRLIS1 EES DRAWING LIDT A-O BUILDING DEPARTMENT INFORMATION FOUNDATION pLAN, FLOOR, pLANE, A-2 Lq_EVATI ON5 PLUMBING F-,,.I,..SER DIAGRAM NTB MARK SCHIN TZ INrm~OR8 284~ MA1N ROAD CUTCHOGUE NEW YORK l~. 6~1-7M.418S PERMIT SET I=x~sbno Foundabon Plan 5cale;~4" = I'-CT' Master De,room Bathroom bwn~. Room D~n~ne P~oom 5'- J ~" 4'-$?/e" Ex~sbn~j Floor Plan '47' Mast, er 6~droom Dedroom Bathroom I~ mnnove~ bvm~j ~u3om D~nm~ Room Proposed Floor Plan Scale: Y~" = I '-0" a minimum ~read deF~h ~ a~ap~ 12m~f~ nar~r, W~nder ~ shall ha~ a minimum ~ma ae~ ~ MARK SCHWARTZ CUTCItOGUE N~V YOI~K PERMIT SET PotmdaQon Plan ~loor Plans A-2 Wesf. Elevaf.~on East I=leva~on 5cal~:,V4'' = I'-0" .South Elevation 5cale:~" = I'-0' ~243~0 North Elevation 5cale;~" = I'-0" MARK SCHWARTZ IN'l'~JOl~ 284~ MAIN ROAD CUTCHOGUE NEW YORK 119~5 Elevations A-3 GENEf AL NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes, The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product, 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc, These codes are to be considered as pad of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufactura's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls securing in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s,i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq ft. of area. 7), Damppraof exterior of foundation with bituminous coating es per section R406 of ~I.Y.S. Residential Construcbon Code. A 6-mil polyethylene film shall be apphed over :he below grade portion of exterior walls prior to backfilling. Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES All framing techniques and methods as prescriptive design of 2006 SBC High Wind Construction Manual. Unless otherwise noted, all framing and structaral wood material to be #2 + BTR. las Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted otherw se. 4). Un/ess otherwise noted, all bearing walt headers to be (2) 2x10 #2 + BTR Doug. Fir. Bearing wall headers to have (2 ack studs and (2) fu ength studs on each s de of a openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall wind,o,w sills shall also have (2) window sill plates for 2x4 wall I openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 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 1 Od 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 and 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 wail top plate shall be attached to [he to the wall stud with uplift connections. Reefs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Walt 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 not 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 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps 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 to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/f6 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" c.c. at panel edges and 10" c.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the 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 interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 6). 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 shall 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 pad of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, ali framing material to be #1 ACQ pressure treated lumber A, fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored s minimum 1/2" dia x 7" long anchor bofi with washers and nuts. girders shall be anchored to a 12"x12"x12" thick concrete footing. 2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. ¢). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts ·here needed. 5). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors, Each Joist shall also be anchored girder(s). B). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvinized hangem and anchors where applicable to all connecting joists. PLUM BI NG NOTES 6. Double up floor joists under wails that run parallel to the floor joist and under bathtubs 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted Construction Code. on plans. ,, 7), Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. other access openings unless otherw se noted typica . 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters, install draft blocking as needed. ,, 11). Unless otherwise noted, all roofs and wails to have a minimum 1/2 thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3~4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other pads of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14) All rcof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. 3). If wall studs, plates or joists are cut out duong installation for any plumbing related work, I pravide adequate bracing and plates to protect and secure the structure. Verify with the Istate code and manufacture's recommendation for maximum hole size and spacing permitted, HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. HVAC subcontractor to ystam layout drawing and submit it to the General pproval. ELECTRICAL NOTES: 1 ). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All e[estrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-ad COMMON JOIST TOE-NAIL 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 EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAiL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE ¢ - 16d COMMON INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE - 16d COMMON STUD C.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOlq'OM ~ - 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 JOIST ~ - 16d COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JO[ST TO: PER TOE 4 - 8d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL ORTOP PLATE 2- 16d COMMON FOOT SEE NOTE: ROOF SHEATHING: JOINT n~c~lP .... INAIL I NAIL ........ "UN IQTY.I SPACING STRUCTURAL PANELI 8d IASw%" A%%%3'8 CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING I GYPSUM I 17" o.c EDGE I 5d COOLERS . I WALLBOARD ] I10 C.C. FIELDI WALL SHEATHING: NAIL NAIL JOINT DESCRIPTIOI,, QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 18d COMMON WFCM - SBC 7/16" OSB 3" C.C. EDGE 6d COMMON PLYWOOD 6" C.C. FIELD GYPSUM 7" C.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 6" O,C. EDGE 1 OR LESS 8d COMMON 12 C.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-canter at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2), When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PL ,N CONTENT, : OOCLIPANC'f' CLASSIFICATION }R3 }RESIDENTIAL tEI]ILDING USE RESIDENTIAL DUJELLING tEWILDING HEIGHT (ERE PLANS) TOTAL SQ. FT. OF CON,ETRUOTION (~EE PLANS) PRESCRIPTI'VE AS PER N.¥.S. RESIDENTIAL OON~TF-=L,~CTION CODE ,AND DESIGN CRITERIA 2006 5iBC HIGH t~IND EDITION, UJOOD FRAME CONST}R[JCTION MANUAL FRAMING ELEMENTS AS PE}R FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. tEALOONIE5 DEC~5 40 ~TTIC5 ~/o ~TO~AGE I0 ATTIC5 ~/ ~TO~E 20 DE~IGN LO~D CALC~L~TION~ ~OOF (GROUND ~NO~ LOAD) 20 (LIVE LOAD8 ~00~ (SLEEPING) GAUED~AIL5 (~N~ DIRECTION) 200 (ROOF - FOBNDATION) DETAIL PAGE ~ GENEraL NOTE N~ILING 5CN~ULE SEE G~E~L NOTE PAGE EG~E8~ SEE FLOO~ PLAN~ ~ND ~INDOB SCHEDULE FIRE PROTECTION FLOO~ PLANS (~MO~E ~ 002 DETECTORS) ENACT CALOULATION~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINI2 LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE ROOF SHEATHIN( REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2]. Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0 42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 3), Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS iN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shah be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0,49. For framing membem with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvin/zed box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Fireblockln~ shall be provided to cut off all concealed dra?t openings (both vertical an~ horfzontal) FIr~blockln~ ~hall be ~rovld~d In ~ood-Fram~ cons%ruc%lo~ In %he ¢ollo~ln~ locations. 13. In concealed spaces er stud malls and partitions, Includln~ Furred spaces, at the celIln~J an¢ Floor levels. Concealed horizontal Furred spaces shall also be Flreblocked at intervals not exceedin~ lO Feet, ~Satts er blank~ o¢ mineral or ~lae~ fiber ehall ~ allo~¢~ ae ¢irFblockln~ In ~alls cone~ructe~ usln~ parallel ro~s or studs or e~a~ere~ ~tude, 23, At all Interconnect/one between concealed vertical and horizontal spaces such as occur at so(Fits, drop cellln~s and cove ceilings. Flame and products of combustlom WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE Tile FOLLOIJJING APPROVED USP METAL C,ONNEC,TOR..~ FOR PROPER LUIND f~E~lSTANT ~t GOOD C,ONSTRUC,TION. FOLLOW MANUFAC,TURE'5 REC, OMf"1ENDED INSTALLATION IN,~TRUCTION~ TO AC. NIE'VE MAXIMUM UPLIFT LOAD C,APAC,IT'r'. KING STUDS · RAFTER -- WALL STUD 1ST. ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS / ANCHOR TO FOUNDATION W/ANCHOR BOLTS SATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATION .OCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2xG-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER 1 LEDGER FOR JOIST NOT DIRECTLY UNDER pARALLEL WALLS, PROVIDE THEFLOORSTOEACHOTHERW/THREADEDROD. ~LLOPENINGS RT3ORRT7 TYDOWNANCHOR APPLYTOEACHCRIPPLESTUB 2X10 LS210 18ga. SLOPEHANGERAPPLYTOEACHRAFTER/LEDGER BLOCKING@24"OC /~,~%. THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP .% CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O ~ ~CHIMNEY AS REQUIRED SILL PLATE(S) (_) WALL SHEATHING RAFTER5 MAINTAIN ' VENTILATION WOOD JOIST -- ....... ' '' ' ' '' ' ' -' ' ' '' SIDEWALL FLASHING BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ~' / AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS %, /~ / BE'IM/EEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA II ~'~- ~X- :LOOR JO~ST DEPTF JSP NUMBERDESCRIPTION APPLICATION /~"~/ / ~ ~ .~. / ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER ,NBTAL'4'0"O.C. <' SBALLBECOVEREDW,T C Nt,N. SCREeNBDV THE SPACE VENTILATED ALL OPENINGS ENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ~ / RESISTANT METAL MESH WITH MESH ON ALL OPENINGS~ ~ / /~ ,' PROVIDE HEMMED EDGE AT - II ~-CONTIN, SOFFIT / EXT PLYWOOD · FLASH,NGTO FORM ONANNE' OPEN,NGS OF' ,NCN,N D,MENS,ON. INSTALL 4'0" O.C LOCATION USP NUMBER DESCRIPTION APPLICATION ~OFFITE[~ E,~,'¢1= 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS %,//~ / //' '- ,.'<~,,~ GAP TO PREVENT CAPILLARy 4" - 8" RAFTER j RTl0 10-3/4" x 18ga. TYDOWN ANCHOF ---ACH RAFTER PROVIDE BLOCKING BE'rWEEN JOISTS THAT ARE SPICED AND CONNECTTO ROOF ~/ENTILATION / OVERBEARINGWALLSANDHEADERS 14"- 16" LSTA36 I-1/4"x36" 18ga. STRAP AND JACK STUDS 8"- 12" RAFTE~ RT20 21-1/8"x 20ga. TYDOWN ANCHOF --ACH RAFTER ~OFFITED EA',/E ~ETAIL I RAFTER -- ~ BASE FLASHING WRAPS CORNERS, 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 WOOD JOIST I 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC FLOOR JOIST DEPTH USP NUMBER DESCRIPTION J APPLICATION AND f~K. ES -- P~O',/IDE HEtHP1EO EDGES SO 4" - S" LSTA36 1-1/4"x36" 18ga. STRAF AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3N ALL OPENING.c CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" C.C.: ~AFTEPJPLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 18' MSTA4B 1-1/4"x48" 16ga. STRAF AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE, & REDUCE BUMP OUTS DN ALL OPENINGS pLATE/WALL SETH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF SILL GASKET I J LI)OOI~ JOI~TS TYP. CONC FOUNDATION / ,/~" CONC. SLAB L NEOPRENE - ' ~ 6 MIL. POLY --~ [ ~ I E~OLTED TO 5TELL ESEAhl WITH 6MIL POLY ON EXTERIOR ,. STEEL COLUMN ~ / .- . ,. . :~ ANCHOR BOLT CONNECTION (USPLBPSS8ORBP583) ~ ,, t[jL ~ ... ANOHORBOLTCONNECTION FOUNDATION S/8" DIA. ANCHORBOLT J J I ~. 3" STEEL COLUhlN DRAIN TILE TYPICAL E~EAhl DETAIL WHERENEEDEDFORSTRUCTURALBRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2STORIES 36"OC ~TEEL / ESOTTOhl (SLAB-ON-GRADE) 1-2STORIES 57"OC ROOF JAC,~5 ,~ 'VENT,5 DETAIL CONC. SLAB J IIII 'DOOR FRAME 6X6 10/10WWM ~A~A~E -~ I/Ill 0 JOIST · ' 4. I_ FOR BLOCKOUT ..~ STEEL BEAM ...... - AMS ~ ~ d ~ . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" ~,~_= _~--~ SHEETMETAL/30#FELTUNDERBEAMATPOINT TI= '. /~,^ ¢,,~d~,~' _1~-I' ' OF CONTACT WITH CONCRETE OR CONC. BLOCK '-~ ~ ~ ~ STEEL BEAM REINFORCEFOOTINGWITH(2)#4REINFORCINGBARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARb, GE DOOf~ tBLOC'KOUT BLAh1 POC,KET FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O,C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAF AND JACK STUDS 3N ALL OPEN[NG~ INSTALL 4'0" C.C. I 8" - 18~ MSTA48 1-1/4"x48" 16ga. STRAF AND JACK STUDS DN ALL OPENINGS OUNDATION 5/8" DIA. ANCHOR BOLT 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) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE Tile FOLLOQJIN~ Of~ APf=t~OvED IJSp METAL CONNECTOF~5 t=Ot~ Pt~OF'EI~ ~IND t~ESIST~NT ~ONOT~UCTION. FOLLO~ M~NLIFACTIJI~E'~ I~EC. OMM~=NDED INSTALLATION INSTI~UCTION5 TO ~HI~=VE MAXIMUM HF'LIFT LOAD CAP~CIT¥, WOOD JOIST-- . MAXIMUM = ST~IR~ ~~ ~ ~ HANDRAILS RAFTER -- RIDGE 1-1/2" SPACE MINIMUM BALUSIER~ ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORT]ON OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION~ OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 4" MAX, DEOK:/POf~CH f~AILING CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS ~16"OC WITH WASHERS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONT[N. PIECE OF SIDING BELOW FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM 3OIST / 1/2" D/A, LAG BOLTS W/WASHERS DECK/PORCH LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LOCATION UBP NUMBER ,D, ESCP~P-~ON APPL[CAT[ON ROOF LSTA24 1-1/4' x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER ~O TOPPLATE ~ WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION JSP NUMBER DESCR~P~ON APpLTCAT[ON CONNECT TO 4" - 6" RAFTER RT1O 10-3/4" x 18ga. I%'DOWN ANCHOR EACH RAFTER CONNECT TO B" - 12" RAFTER RT2D 21-1/B" x 20ga, l%'OOWN ANCHOR EACH RAFTER JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER 3OIST T~%IRDEAT]EOR~HEADER USPRNTL~r~BER Ty~EoS;~[PA~IcOHNoR CONNEI=~O~E~cCHN 3OIST WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL IOIBTB CONNECTED TO A FLUSH HEADER TO BE SUPPORTED W~H THE PROPER STEEL CONNECTOR, IF ABLE, SET FIR JOISTS APROX. I/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS BLOCKING WOOD GIRDER LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D~A. BOLTS ~16"0C WITH WASHERS RAFTER SiZE UBP NUMBER: DESCRIPTION APPLICATION 2x6-Bx8 LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ~XiO LS21D 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCP~PTZON APPLICATION STUD PLATE ANCHOR ~ONNECT EACH RAPTER/PLATE RT1S TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLATE/WALL SPTH4 PLATES TO EACH BTUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER coNNECTION LOCATION USP NUMBER DESCRIPTION ~ APPliCATiON 4x4 SOLID COLUMN :'BS44. / PRSE44 / KC44 ~OBT CAP ANEHORIAAPPLY TO EACH COLUMN 6x6 SOLID COLUMN PBS66 / PBSE66 / KC66 pOST CAp ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR ~PLY TO EACH COLUMN ROD FOR BTU DOUBLE2x (MINIMUM) FOR HEADER OR BEAM ~RING PLATE )--THREADED ROD -- CNW COUPLER NUT MINIMUM , END DISTANCE KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCP~FTION APPLICATION ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH 3ACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST- RIM/DECK JOIS~ POST-TO-DECK CONNECTION USE MIN. (2) 1/2 DIA. GALV. BOLTS W1TH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/Z" D]A, GALV, BOLTS W~rH WASHERS AND NUTS GIRDER CONCRETE PIE~ HEADER/GIRDER-TO-POST CONNECTION LOCAI~ONI USP NUMBER DESCRIPTION APPLICATION (2) BEAMS; PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER 3) BEAMS; PAU66 OR WESB POST / BEAM ANCHOR APPLY TO EACH PIER POST CONCRETE FOOTING DECK POST HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE S RECOMENDAT]ONS FTG. CONNECTION LOCATION USP NUMBER DESCPJFTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTZNE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPN) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: i, Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber ~, hangers and anchors to be gaWimzed er stamless steel L Girders for deck joists to be bolted ar anchored to each post or pier with washers and nuts. piem shall be anchored with proper steel connectors anchored rote concrete with a minimum 1/2" d~a x 7" long anchor bolt w~th washers and nuts, 3). Posts supp~dtng girders shall be anchored to a minimum 24"x24"xl 2" thmk concrete f~ot ng Use a m n mum /2 d a x 7 cng anchor bo t w th washers and nuts, Foot nbs SEa be 3 ff. below grade. 4). Deck joists to have blocking at B'0 c.c. 5). Flashing shall be metalled between the building and ledger. Lappmg up the sheathing and ever the ledger, Ledger to be fastened 1o bwIdmg with 1/2" dia. bolts with washers and nuts at 16" 6). Concrete piers shall be a mimmum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s) 8) Covered Roofs shall be assembled and anchored the same manner as a typical buddmg. B). Use simpson hangers and anchors with Z-MAX trtpple protective coating or equal for any contact w th ACQ, NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL 8d WFCM - BBC ' AS PER TABLE 3 8 ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTERTO 8'WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-Bd COMMON EACH TOE-MALL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAp NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END B - 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 1 Cd COMMON PER TOP PLATE FOOT FACE NAIL TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - I6d COMMON C.C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOlS~ 2 - 16d COMMON PER FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING TO: EACH TOE 3 - 16d COMMON SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END 3 - 16d COMMON TO JOIST JOIST NAIL PER BAND JOISTTO: g- 16d COMMON FOOT TOE NAIL SILL OR TOP PLATE