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HomeMy WebLinkAbout35164-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building_Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34794 I~te: 01/11/11 T~IS C~TIFIES that the building RECONSTUCT DWELLING Location of Property: 380 PARSONS BLVD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax ~4ap No. 473889 Section 37 Block 1 Lot 17.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in t~kis office dated NOVEMBER 19, 2009 pursuant to which Building Permit No. 35164-Z dated NOVEMBER 25, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is RECONSTRUCTION OF A ONE FAMILY DWELLING WITH SCREENED PORCH, COVERED ENTRY, UNFINISHED SECOND FLOOR STORAGE D~REAAND SCREENED PORCH AS APPLIED FOR. The certificate is issued to EDWARD & CB BIRDIE TRT ( OWNER ) of the aforesaid building. SuFMOLK COI~q~YDEPART~4E~TOF ~EALT~APPRO~-~J~ R10-09-0058 ELEt-rKICAL CERTIFICATE NO. PL~Ei~S CERTIFICATION DA'r~3 10/05/10 12607 08/17/10 12/03/10 MIKE JACOBI PLUMBING ~~ u/tho~ture'~ x Rev. 1/81 FORM NO. 3 TOW/q 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. 35164 Z Date NOVEMBER 25, 2009 Permission is hereby granted to: EDWARD BIRDIE 30 LAKE AVE TUCKAHOE,NY 10707 for : RECONSTRUCTION OF A DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 037 pursuant to application dated NOVEMBER Building Inspector to expire on MAY 380 PARSONS BLVD EAST MARION Block 0001 Lot NO. 017.001 19, 2009 and approved by the 25, 2011. Fee $ 1,027.20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location o f all buildings, p[operty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S_9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance kom architect or engineer responsible for the building. 6. Submit PI.arming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. AccUrate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the apPlicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New 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 - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: · Suffolk County Tax Map No 1000, Section Subdivision Date. Old or Pre-existing Building: Street 'check one) ~/~f--H/~amle~t l& Pemait No.- J ~-/ ~ ~ Date of Permit. Health Dept. Approval: 'Planning Board Approval: Block Filed Map. Applicant: ~// Underwriters Approval: Lot Lot: Request for: Temporary Certificate Fee Submitted: $ 5 Final Certificate: (check one) Applicant Sign~tu~~ + SUFFOLK BUREAU ELECTR CA~ I N S P L C 1 ORS, [1 C 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maik SBEIG$ BLDG. DEPT. TOWN OF SOUTHOLO CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Platinum East Electric Apr 14, 2010 12607 Certificate No.: Final Inspection Date: Building Permit No.: 12607 Aug 17, 2010 County Tax Hap 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: Hr and Mrs Birdie Site Location: 380 Parsons Boulevard, East I~larion, NY 11939 Owner's Address (if different): [] Residential [] Indoor [] Basement [] Service ~ Shed [] Commercial ~ Outdoor [] First Floor [-'] Pool [~-I Hottub ~ New ~-] Renovation I-~ Second Floor [] Attic ~ Garage LJ Addlbon [] Survey Other: INVENTORY Single Phase 200a Heat gas Duplex Recpt 41 Ceiling Fixture 12 HID Fixtures Three Phase Hot Water GFCl Recpt 7 Wall Fixture 9 Smoke 5 Main Panel 1 AC Cond 1 Single Recpt Recessed Fixlure 17 CO Detect 3 Sub Panel AC Blower 1 R~nge Recpt Flourescent Smoke CO Combo Transformer Appliances dw Dryer Recpt 30a Emergency Time Clock Disconnect 200a Switches 39 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 1 Other Equipment: 2 arc fault circut breakers, 6 paddle fans 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: Aug 26,2010 ToWn Hall, 53095 Main Road P. O, Box ~179 $outhold, Now York 1 t971 Fax (5~6) 765d823 Telephone (~ ~ 6} 765d 802 [~1 I)G D~Pt (JFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD cSRT X F i CA'r [Ot~ DA'rs: Butldihg Permit No. (please print) I certify that the solder used contains less khan 2/10 of 1% lead. ( p 1 u~e~,/ SignatUre ) in the water supply TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~/]~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.., ~' INSPECTION [ ]I:IRERESIST.MI'I'CONS'TlilJC'TION [ ]RRERESISTAIITPENETRATION REMARKS: .~:2/~-- ~~' ~-~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I/NSPECTION [ ] FO~IDATION 1ST [ ] ROUGH PLBG. [~I:OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANTrCO#STRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~-'~./UNDATION 1ST [ ] ROUGH PLBG. / [~--]"FOUNDATION 2ND [ ] INSULATION ] FINAL ] FIRE SA~,-, 1~ INSPECTION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FI~RF..Sb'TJ.m'C0NSmUCTI~ [ ./~/? / - DATE INSPECTOR//~~-~'"~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~/~/'/ [//]~ ~UNDATION 1ST [ ] ROUGH PLBG. /~/) [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE / / / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION [~'J~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~~ c/~. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [--~]~. [ ] RRE RESISTANT CONSTRUCTI~J'TIRE RESISTANT REMARKS~ ., ~ , DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY ~ [ ]RRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~ROU~GH~BG. [ ] FOUNDATION 2ND [/,/]~iNSULATION REMARKS: [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] FO~INI~ATION 2ND [ ] INSULATION [//~FRAMING/STRAPPING~ [ ] FINAL INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLB~G. [ ] FOUNDATION 2ND [ ] INS~ON [ ] FRAMING / STRAPPING [ ~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,- i i' INSPECTION [ ]FIREII~'T~ANTOOI~'TR ~U~ [ ].R[I~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]1~ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE S;IU:ETY INSPECTION [ ] FIRE RESiSTANT COIA"I~UCTI~ [ ] FIRERESlSTANTFENETRATION REMAR~CS: -~ ~-~-- ~.~//-~ ~_~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~iJI~TION [ ] FRAMING / STRAPPING [ ,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS111~ [ ] RRE RESISTANT PENETRATION REMARKS:~ ~.<-- / / TOWN OF SOI~THOLD BUILDIN~ DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved I {(~' 20r0~ Disapproved a/c Expiration ff/~'~'~ , 20 q PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the tbllowing, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail t o: J']' ,]~.,~' Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date ~> O ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commer~ced 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 sball 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 wbat so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall 9xpjre if the w.ork authorized has not commenced within 12 months after the date of issuance or has not been completed withih. 1.8 months from 'such date. If no zohing amendments or other regulations affecting the property have been enacted in the interim, the Building .Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulus, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli~t or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ MJ,~r~P_12 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3 7 Block ~ / Subdivision Filed Map No. Lot t7. 1 Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .,~'~:6-~_.- b. Intended use and occupancy 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 fi~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If busine~, ~_,~_.rcial ~,~m~_x~u..~cy, specify nature and extent of each type o f use. 7. Dimensions of existing structures, if any: Front Rear _Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions o~en'~tire new~ coC'ons~ruc~o~: 1/ro nt Rear Depth Height Number of Stories Rear 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 rem. ov,.e_d.f.r~? YES NO GO .... . 14. Names of Owner of premises ~t/~O/a~_-.. Address~.~tt~/~ Phone No. '~/q-. $(¢ O~g,P Name of Architect ~'C h~ s~g..'~ Address Phone No 73 Jl _ .~,/,dod." Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO g' 16. Provide survey, to scale, with accurate tbundation plan and distances to property lines. 17. If elevation at any point on property {s at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~. · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY./~//.d ./~ OF /' v I~-tl~.., ~ ~~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the C N~ Puhli* ~;~ ~ u... (Contracto~ AgentY~o~orate Officer etc.) ~ No. 01B0~C~b' ...... c~mission Expir~ A~114, of said owner or owners, and is duly authorized to perlb~ or have perfo~ed the said work and to make ~d file rms appncauon; that ali statements contained in this application are tree to the best of his ~owledge and belief; and that the work will be perfo~ed in the manner set forth in the application filed therewith. Sworn to before me this ~,')'-J~ day of ~1~4 20 0~ Notary Public o w:n Southold Erosion, Sedimentation & Storm-Water R.n.off A88E88MENT FORM ,~ P~ ROPE~TY,~LOC_~ATiON: $:C,T,M. ~: -- THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMffi~ION OF A Olstrlcl Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Ijem Number: (NOTE: A Cheok Mark (~) for each Question is Required for a Complete Applioation) (This item will include all run-og created by siJe clearing and/or construction aotivltles as well as all Site Improvements and the permanenl creation of impervious surfaces) 2 Does Ihe Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? ~ E~ This tlem shall Include all Proposed Grade Changes and Slopes Controlling Surface WatcH:low! 3 Will this Pi'oject Require any Land Filling, Grading or Excavation where there is a change to the Natural E~ ~1~ ExtstJng Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? -- 4 Will this Application Require Land Dis,urbing Activities Encompassing an Area in Excess of r~ Five Thousand (5,000) Square Feet of Ground Sudace? __ 5 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 Wet and or Beach? 6 oneWill thereHundredbe Site(100,)preparatiOnof Hodzontal°n Exisdn9Distance.?Grade Slopes which Exceed Fifteen (15) feet of Vedioal Rise [o E~ VI~-- 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off n o and/or n the direction of a Town right-of-way? __ Yes No Will this Project Require the Placement of Material, Removal of Vegetafion and/or the Construction of any Item Within the Town Rigf o Way o Road Shoulder Area? (This item will NOT h~clude the Installation of Driveway Aprons.) 9 WillthisProieotRequiref;in'P'oPa'~' ~'v e One Hundred 100) YearFloodplai. of any Wa ercourse'~ E~ ~ NOTE: IfAnyAnswertoQuestions Onelhrouflh Nineis A[sweredw haCheck Ma~ in the Box, aStorm-Water, Gradingr D~inage & Erosion Cooirol Plan is Required and Must be Submifled for Review Prior to Issuance of Any Building Pe~itt EXEMPTION; Ye~ N~ Does this project meal the minimum standards for classification as an Agricultural Project? Note: If You A~swered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl STATE OF NEW YORK, CONNIE O. BU~CH CO UN' FY C)I ~C~ %% N~* Public. State 0f New ~om NO. 01806185050 ~. And that he,she is tM Ownc ant'/or rcpl cs¢'nt;tLl 'c of dm (]),xll~tl of Oulml's, ;md is duiF amho~izod te i~ctfornl o~ have pedo~med the s:dd work and h~ m~e ~d file dus applica~on; d~at MI smtemenLs con.ned in ~Js applicaOon am u~e to die best of Iris ~owledge and belic~ and fl~at tim wo~ k ~*dl[ be pe~ fommd in file m;mne~ s<l [o~ th in the api)lication filed he~ m',dfl~, FORM. 06/07 TOWN OF $OUTHOLD PROPERTY RECORD CAR OWNER TREE*,3 ~OVlL~GE D~S*. SUB. FOR~R OWNER ~.~l~d~ ~ ~ ' N -' E AC~. RES. ~0 ~ VL. FARM CO~. CB. MlCS. Mkt. ~ / A~E BUILDIN~ CONDITION ~. X+a -- ~ - N ~ NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Wo~lond FRONTAGE ON ROAD :'4/ ~ House Plot ~ ~ BULKH~DDocK Tot~ ~ COLOR M. Bldg. Extension Extension Extension Porch Porch Breezeway Garage Patio O.B. Total /00 Foundation ;osement Ext. Walls Fire Place Type Roof Recreation Room Dormer / Beth Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway ]nette FIN. B Town Hall Annex 54375 Main Road P.O. Box 1179 Southol& NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD December 15, 2010 Edward Birdie 30 Lake Avenue Tuckahoe, NY 10707 RI::: 380 Parsons Bird, East Marion TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~.~', © ~ 7-- [ ~-- A fee of $50.00. Final Health Department approval,,/ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit:: 35264-Z reconstruct dwelling c~welhA~,o-t'~ ~3 EFERENCED TO AN ASSUMED DA TUM 30. FT. I 5, otto ? TO "MAP OF SECTION TWO, GARDINER'S , TEA T EAST MARION, NEW YORK" LK COUNTY CLERK'S OFFICE ON SEPTEMBER 23, '75. ~=MONUMENT ANY AL~RAD~ OR ADDID~ TO ~IS SURLY IS A ~ ~CD~ 7209~ ~E NEW Y~K STA~ EDUCAE~ LA~ EXCEPT AS P~R ~C~ 7209-SUBDI~SI~ 2. ALL ~R~RC, HEREON ARE VALID F~ ~IS MAP AND C~IES ~ERE~ ~ID MAP ~ COPIES BEAR ~E IMPRESSED SEAL ~ ~OSE SI~A~RE APPE/RS H~EON. r REVISIONS: " : LOCATION A: LOCATION ~": ~1 1500 gal. SE~IC TANK 13.7' 27.4' LP2 8 dia. X 8 deep LEACHING POOL 24 6 43.0 ~ Ab~:'donment of existin~ smdtany system must bo in completed fol~ WWM- 090 as -roof. ~ ~ ~ ' . ] ' r x ....... /. ~009) ~ < -' ' (UN.~ELO,m) 'k, ~ ~ BOX 1000, SOUTHOLD. NY 11791 (631) 765-3677 ,,u, .......... 37 01 17 1 {~UBUC~AT~J J ~ PEP~ }"O~ ~?~OVAL OFCONSTTILCT!ON ~R A ~MED: lO:.] so. ~. } ] ~P[~S ~EE YEAi4S F~,O>4 DA% OF AP?ROV,~ S~LE: 1" = 40'-0' ~ ~-- ........ ~ '" ....... S1 ;YM.: DESCRIPTION: DISTANCE FROM DISTANCE FROM LOCATION "A": LOCATION "B": ~1 1500 gal. SEPTIC TANK 13.7' 27.4' .PI 8' dia. X 8' deep LEACHING POOL 29.2' 33.7' LP2 8' dia. X 8' deep LEACHING POOL 24.6' 43.0' MINIMUM SEPERATION DISTANCE TO SELVVAGE DISPOSAL SYSTEM BUILDING '~ELM (I) SEPTIC TANK FINAL GRADING AND BACKFILLING NOTES: LEACHING POOLS DISTRIBUTION BOXES SEWER LINE REQUIREMENTS AN APPROVED MANHOLE HOUEE PROPOSED SEPTIC SYSTEM DETAIL GRADE: EL. O' 12.0' 4# APPROVED PIPE min. PITCH t/4#/I' EL. -I.0'-~ S-2 1/4" 25'-8 5/8" BEDROOM1 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0' OPRO1ECT NORTH I REVISIONS: 2ND. FLOOR PLAN SCALE: 1/8" = /.'-0' OPROJECT NORTH REVISIONS: NE'~ SEPTIC SYSTEM: DISTANCE FROMIDISTANCE FRO/V EYM.: DESCRIPTION: LOCATION "A": [LOCATION "l~": ST1 1500 gal. ~EPTIC TANK 26' 25' LP1 8' dia. X 8' deep LEACHING POOL 36' 40' LP2 8' dia. X 8' deep LEACHING POOL 37,5' 33' LOT 86 P/O LOT 87 D'CJELLING P/O LOT g7 (PUBLIC VUATER) N STTE PLAN SCALE: 1" = 40'-0' IPROPERTY: 13074.0 SQ. FT LOT COVERAGE: 14.4'/o BAYVIEW DRIVE EL 0 TEST HOLE DATA (DATED: 09/21/2009) DATA SUPPLIED BY: McDONALD GEO~CIENCE BOX 1000, $OUTHOLD. NY 11791 (631) 765;-3677 I REVISIONS: NC) '~Y2AT E R ENO BLDG. D[PT. IOWN O[ $CTM# 1000-37-01-17.1 -.'-00'F 0 ~..2011] Z © I - REVISIONS '~). R~TAIN A~ MUCH TOP SOIL AS PO~518LE TO PRESERVE THE £NVIROMENTAL ~.~l're'l ~ ~/~', QUALITY OF THE P~OJECT SiTe. ~. ~.~, HAP LEGEND ,3 ~~ X _ ~~ ~ ~ ~ ~~ ~ ~_ 170 c~n, , ~11" , 0 ~ ~~ OUTDO~ STORY FRAME ~ ~ ~X: I~ ~ HUU~k . OQ. )PANOY OR ~ ~~ ~ L_ ~ w/PROPOSED ~ Uq; ~S UNLAWF r, d ~ ~ ADDITIONS & ~?,, '!TPr~:tFIOATC ~ ~, .. J~ ALTERATIONS (: , , :, , ,Qv L ~ ~u 5ET~. J ~ 0 .= ~T ~[J ~ ~ / ~ ~ TEST~Nu ~EFORE CO BNa ~~ SOLDER USED IN ' /A TE~ : ~ I SUPPLYSYSTEMCL~NOTi~ . ~ .~ / /r ~ EXCEEDNIooF1~ LEAD~ CODES OF NEC'] YORK 8T,k~ 1 I EAST ELEVATION S~LE: 1/4" = 1'-0" NORTH ELEVATION s~c[: ~/4" = I , ~ , ~ ,,, --T LI - -- WEST ELEVATION SOUTH ELEVATION SCALE: 1/4" - 1' 0" ~?~' SCALE: 1/4" = 1'-0" 12'-0" 23'-8 3/8" MASTER YL FLOORING ?'-7" 15 -8/'2 KITCHEN '¢20 OD FLOOR w-m 7/~" CARPET FLOORING DINING ROOM ~il 4'-1" .BEDROOM 1 CARPET FLOORING 51/,~'' 5'--61/"'' EXISTING SC. PORCH (~) 2X8 D~#2 HE^OEI~ 10'-0" 2'-11 i VING I.tOOl' BEDROOM 2 BATH CARP~ FLOORiN~ 12'-0" 9'-115//§" 6' %5" 32'-2 3/8" 44'-2 HVAC LOCAI'ION S: 1ST. FLOOR PLAN SCAL,E: 1/4"= 1'-0' I~ PRO]EC'F NORTH G.C. TO IPROVIDE ALTERNATIVE PRICE FOR IMPACT GLAZING (3) 2X8 ACQ FL BEAM r FOUNDATION PLAN SCALE: 1/4" = 1'-0' ~ PROJECT NORTH 32'-2 3/8" 1/2" EX, SEPTIC LINE VERIFY FOUNDATION 51ZE/HEiGNT FOR BILCO DOOR IN FIELD PRIOR. TO CONSTRUCTION (4) 2XI0)FL.~M, EXISTING BASEMEN~T EXISTING CRAWL SPACE ? ,/NE~ CRAWL SPACE TO M~dH ~,LF ) GENRRAL CONTRACTOR TO COOR DINAI'E MEETING WITH OWlqBP. S TOR APPROVAL OF ALL ROUGH ELECTRIC, ?LLI3~BING AND NVAC PR[DR TO INSULATING AND SHEETROCKING PAINTER TO 1'RIME AND PAINT AEL DOOR EDGES TO MAIb~AIN MA'qlJFACTURER'S W &RRANTY AND SH ~,LL BF~ INSPECTED TO TERIFY ALT,WORK, REVIS]0NS' ROOF PLAN SCALE: 1/4" = 1'-0' ~ PROJECT NORTH / / / / CHIMNEY (2) 2XI0 DF#2 UNFINISIHED STORAGE FUTURELAYOUT I 2ND. FLOOR PLAN SCALE: 1/4"= 1'-0' ~ PROJECT NORTH 1), CEILING HEIGHT AlT B'-O", 2), EXTERIOR ~/ALL~ ~TO BE FRAMED ~tTI-I 2X6 DF#2 DFUDS AT 16" O,C,. G.C. TO PROVIDE ALTERNATIVE PRICE FOR IMPACT GLAZING REVI8 [ON8: m REVISIONS: ? ..... OVER 1/2" SHEATHING ........  AT [Xi~ING WAL~ TO ........ LINE UP ~ITH NEW (LOWER) TYPICAL DOOR OPENING .... (LESS THAN 4'-0X8'-0" OPENING) ['~ SECTION A-A 3/4" ^PA pLYWOOD ~. --j I [ SHEATHING ~'~ i~' I3) 2Xa~Q GIRDER ~ ,.;., ~ ;}:,, ~ ,,,,, ~ ..,, ~ ~" 'l ~'~ SECTION B-B 2 ~4DF~2STUDSCONNE~ED SCALE: 1/4" = GL ~ALV[HI2ED BOLTS W/W~Hfi~5 ~PICAL MULTIPLE OPENINGS ~ ~,,~.oo~w~, ~ ~.~.~,, ~ ,,.~w., (MORE THAN 4'-0X8'-0" OPENING) ~ WIND BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE[ 1609.1.4, N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTE~'ION (IF NOT USING IMPA(~ GLAZING) co i ~~' 1,14 ~ ~IICO / 2B ~ ~o { ~'~[~ ~TZ~ ' ~'~,~ AND N~],U, PANEL SPAN OF8 FE~ SHALL BE PER~H. ED FOR OPEN,NG PROTE~,ON ~N ONE- AND ~O-STORY BUJLD]NG5. PANELS SHALL BE PRECUT TO COVER G~ZED OPENINGS WITH A~ACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1,4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL ~.c~ CONSTRU~ION CODE), THIS IS NOT A SUBSTITUTION FOR DESIGN-P~SSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPG~DES WHERE APPLICABLE. 8LOPE" 1/4" PER FOOT PITCH TO D~IN HOUS~ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS, SHU~E~ MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ]osf, HARDWARE MUST ACCON PANY SHU~ERS FOR INSTAL~TION. P L U M BI N G S C H E MAT IC ~,-~:~, ~,,, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWINC APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION, FOLLOW MANUFACTURE% RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER -- WALl SFUB EBDWALL CRIPPLE STUB -- ~-- BOTTOM PLATE HEADER DOUBLE JOIST SIDEWALL RAFTER dACK STUDS FLOOR JSP NUMBER BESCRIPTION APPLICATION HOLD DOW~ CONNECT TO 1 SIDE OF ALL CORNE~S 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNBER FOR ADDED FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS BT3 OR R17 TYDOWN ANCIIOR APPLY TO EACH CRIPPLE STUB 2x10 L~210 ~ga SLOPE HANGER ~PPLY TO EACH RAFTER --~ VENTS SELECTED AND SILL PLATE(S) ~ ~ VENTILATION WOOD JOISt 2ND, FLO IR WALL · SILL PLATE TO FOUNDATION 72" OC T~ICAL CONC FOUNBA30N APPLY PILASTERS (CRAWL SPACE OR FOUNDATION) 2 STORIES ,, v ' /% 17Il ~o~ ~~ ~~ P.T. PLATE ~;~~~ /~ ~~~' m~4"DR''AY~+. N OTCN JOIST AND ADJUST HEIGHT FOUNDATION 5/B" DIA. ANCHOR BOLT: ANCHOR DOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDAFION 1 STORY 72" OC (CRAWL SPACE OR FOUNDATION) SILL RLATE TO FOUNDATION 2 STORIES 38" OC (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION (SLAB ON-GRADE) 1 2 STORIES 57" OC TYPICAL CONC. MONOLITHIC FOUNDAIION REINFORCE WITH (2) #*- REINFORCING BARS THICKEN SLABS BEBEATH REARIBD WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS DRAWN: NH/MS GARAGE BOOR BLOCKOUT SCALE: NTB RAFTER WAIJ SFUB ENDWALL CRIRPLE STUD -- ~-- BOTTOM PLATE RIDGE r ~'- LEDGER BATHTUB HEADER BOUCLE JOIST SIDEWALL RAFTER dACK STUDS FLOOR JSP NUMBER BESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNBER FOR ADDED BUPPOR- HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPI I ' I ' JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2RD ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH iLL OPENINGS LSTA12 -1/4"xl2" 20ga. STRAF APPLY TO EACH JACK STUD ROOF LSTA2~ 1 1/4"x24' 2Bcd. STRAP APPLh OVER RIDGE TO EACH RAFTEF 2xB-2x8 LB26 18ga. SLOPE HANGER ~PPLY TO EACH RAFTER // LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADEB ROD. ~LL OPENINGS RT3 OR R17 TYBOWN ANCIIOR APPLY TO EACH CRIPPLE STUB 2X10 L$210 ~gd SLOPE HANGER ~PPLY TO EACH RAFTER ,/ LEBGER BLOCKING ¢Sd"oC WALL STUO ~ ~%~ THROUGH ROOF EXHAUST "~ VENTS SELECTED AND METAL STRAP ~ ~NTILATION CHANNEL RIM BOARD 0 RAFTER I RAFTERS MAiNTAiN SILL PLATE(S) ~ ~ VENTILATION WOOD JOIST FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD 0~ NOT LESS THAN 1/150 OF THE AREA OF ~GUTTER 1ST FLOOR WALL STAPPING TO BE AI'IACHEB TO WALL STUDS ¢48"0C WOOD JO~ST AND ALL WINDOW/DOOR OPEMNC aACK STUDS WALL STUD 0 :LOOP JOIST DEPTH USP NUMBEF DESCRIPTION APPLICATION INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER TNAN LVL HEADERS 8" - 18" MSTA48 -~/4"x4B" logo. STRAP ANB oACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE · REDUCE BUMP OUTS }N ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ~LATES TO EACH STUE , ~ ' , 6X6 10/10 WWM gARAGE ~ il///, 0 JOIST .... . .... . ,... ...... .___, "......,, 12" ,~,?'~',~, '~ ,a . ~,. , ~ ~ ~. EL~I ~ SUBFLOOR ~REINFORCING BAR =~ ~- ¢ ~,~ , ~,11~1 PLATES ROOFING ~'"J CRO~rN FI~EZE BD. ]LX8 RAIKE DETAIL CROWN 2-1/2" FASCIA iX8 SCALE: 1-:L/2" = 1'-0" VENT '1-1/4" "1'-1/4" CEILING JOIST I'-'$" (T'r~.) , BLKG, 1/2 RND, GU%FER FASCIA 1XEI SOFFIT 5-1/2" SPRUNG I"ROWN 1X6 FRIEZE BOARD -- PS-400 COR-A-VENT VENT STRIP SIDING 5/4X4 WINDOW / DOOR TP, IM CU L'TIJ RE!D ..;TON WATER TABLE / SILL AT SIDING SCAI_E] N.T.S, C LJ LI :U IR E D ST C) N E OVER STUD WALL SC:ALE:: N,T.S. TYPICAL CORNER ,v., \NALL VENTING E)ETA]EL \lENT PIPE DETAIL SCALE: i : '~' '~'~ ""'~'~""~/ L D'~]ENIAGIE DE FAIL AT JOIt'T' {UPP" 'HE~ "~ WINDOW SIL~ CUIL'I'LIRED STONE MINIMUM OVER CONCRETE siCALIE: N,,T.S. ,~,I,,IGHOF~ ~,OL.T I::D!E'T,~IL AROUND PERIMETER OF OPENING VVINDOW SILL SCALIE: N,,T.S. FOUNDATION 'OOALL FLOOR JOI~T~ SOFFIT DETAIL ~- SC'Al ' -1/2" '-,, -,~,:,,~ . _E. 1.= 1 0 ~<Z ...... '"'~ BEAD D ~ BLK'G, 3/1~ souu C~O~N : X4 TRIM 9OARD ~ 1X6 BEAD 8D, SOFFIT 1-YPICAL POIRCH DETAIL. ciCALE: 1'" = 1'-0" ) SLOPE AWAY FROM BLDG, mil, POLY C:OLU. I"1N C, ET~IL. 5C-,,AL.E: 3/4"= 1'-0'l .SC,ALE: 3/4"= ILO'' Il.= III A-6 REVISIONS. NYS ENERGY COMPLIANCE NOTES CRAWL SPACE: ~~ I BOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ~ , BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK, FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. , ' ' ' ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE EIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING pENETRATIONS, AND WEATHER STRIPPING ON THE 1), CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR, 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME U AND VOID THE WARRANTY, FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING, SEALING PENETRATIONS: 2)- APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBELOOR OVER. .~P-J~ I~i~JE ~ ~ YoJ~ EJlJ~J~ ~lJ]~.~J~io~ ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3), CAULK SILL PLATE TO EXTBRIOR SHEATHING WHEN NAILING IN PLACE, ~,_~jl~J~j~l~ I~oJ~ BE SEALED. 4). CAULK OR USE ADHESIVE BE'J'~EEN DRY~ALL AND TOE PLATE. ~J]~lj~: ~JJ~, Ci0~ilJ~. J~JlL~..~OJl~ RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): J~l~ed I of :2 Family RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BA1WS IN FLOOR JOISTS, ALONG J'J~!~l~l~': ~l~J'-~ll ~ CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. i~l~llrltJ~ ~'~'~'~'~'~'~'~'~'~ i~: INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. ~]~_Jl DJ~JJlI[~ :J~, .~. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. ~J:l~'l~l~.l~OJ~ S~': I~t~Jll~JJ[~'.il~l~!j~ BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, 2). INSULATION TO BE SUPPORTED wi'TH WIRE RODS, ItlFt l,E SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IJ~l~ :BLVD IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR iNDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER {~l~T JllliJ~JOJ~ FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN x)gALL CAVITY. ~'jF~;.~,'~ MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER, ' ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR pAI~.TITION WALLS: HEAT LOSS, GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLSY AROUND HORIZONTAL BLOCKING.~ O 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTmON STUD TO TOP AND BOTTOM PLATES. ~jj~j''lj~: j~''~li~ il~j~jlr 'jj~! CI~j~ ~;J~t~ ~111~ 3~3 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT, THIS INCLUDES SEAL ALL EDGES TO MAKE AIR BARRIER. CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC1 EXTERIOR CANTILEVER FLOOR WITH I:NTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING,3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. ~j~:~ '~: ~Jd~J]~ ,~J~l~J~/~.~ ~~ ~J](~J~~ 'J~,~t'~ ,~,'J.[} J~i.n HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING, THE ~[~l~JJl~ '~J: J~]J ~l~l[~'ttl~: ~r ~Ji~lT~J~'~lT~J~ '[i~? ,~!~LITI ~.rlJ ~ O o THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ~ "[J: ~OJ~l ~r~, "~J~ :~L-C~ MINIMUM EFFICIENCY STANDARDS, ATTACHED GARAGE: ~ ~: ~OOl~l,[ F~.~J~l~l~i~ P~I~ ~ ~ II, IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE, Lm -E CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3,5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDB AIR FROM CONTROLS MUST INCLUDE THE CAPACIT"? TO BE SET TO 55 DEGREES OR LOWER PiPE AND DUCTS. tJ~llil]Jt]l~ ~ ~11001~ JFIT"~fll~,.iD~lll~, P~J~ Jl~ ~ 1,,~ (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ~ 'r~ 'J~,~i i~ HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EX'ITERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS, 12 r-ama SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO I PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ~ J~J,J)J)~] J:i~Jl~ll~J I~ iii 'JJ~li~,~ J~. COJ'[I~'~J~ TEMPERATURE, TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN ~J ~ ~ffilJ'J~, ~J~l]~J'[. ~ ~ JBP~lJ'~;BiJ~l-~ [J]~J~ lJ~l~ '~O, ~' J~,'~ ~l~[]r ~ YJI~J[: ~,.~J~J~' [2~J~iil~ I~,~ VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: ~ l~/ll~j~. ~ ~J ~ 'J~J~ ~"E~lJ~[~'J GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE [[~il~L~, I~tle~, a~; pll l t rl ll ~1' ~ DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR U'TILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE TIHE SOFFIT OR CHASE, UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3,3. FLEX DUCT MUST HAVE R-VALUE LABEL~ ON THE OUTSIDE JACKET (ECCCNYS 102.5,3). KNEE WALL SUPPORTING ROOF: ~l~J'l~ -'T;J~' ;~J~ ~1~ DUCTS AND PIPES IN UNCONDITIONED AI~ICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE, 2). IF RAFTERS ARE SUPPORTED BY WA~,LL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAIFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BET~EEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: IN S U'~'~f~) ~" TE ' DUCT SEALING [S REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE iNSULATiON SHOULD BE FLUFFED TO 1T$ FULL THICKNESS, NOT COMPRESSED, AND SEALED, ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK)NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1B1B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRY~ALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRII-rEN MATERIALS: ' WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUNID WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE, ELECTRICAL BOXES, LARGER PIPES ANI~ OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET [T TO FIT. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOW"N ~I'AIRS, etc. MUST BE INSULATED TO THE MECHANiCAL VENT,LAT'ON TO BE IN ^CCORDANCEWiTH ASHRAESTANDARD 2'200' ^ND SAME R-VALUE AS THE SURROUNDINO AREA. VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLO~W ABOVE INSULATION, UNDER ROOF SHEATHING. ~ll~L~ 'Tl'~JE ~ Jl]J~'.' J]~1,,~! INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. ~..~'~,~ ~,!,~,-_,[-~,/ SCALF,: NT~ G -' x 'X O" FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: . .... I - ' 1). R,DGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OccuPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 1Od common nails required QTY. SPACING (SEE PLANS) CON STRUCTION NOTES:in each end of the collar tie need not exceed the tabulated number of 8d nails in the ,trap. RAFTERToP PLATETO 10'8' ~ALL:wALL: 3-gd4.gd COMMONcoMMoh RAFTEREACH TOE-NAIL BUILDING HEIGHT TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent ~nd framing details. They ~re intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceilin~ or truss to top plate shall be in PRESCRI~IVE AS PER N.Y.S. RESIDENTIAL CON,RUCTION CODE AND for ~eneraBy accepted good building practice and compliance wfth current New York accordance to table 3.3. ~hen a ra~er or truss do not fall tn line wfth studs below, rafters TO TOP PLAT~ 10' ~ALL: 4-8d COMMOb JOl~ TOE-NAIL State building codes, The General Contractor is responsible for providing standard or trusses ~hall be attached to the wall top plate and the wall top plate shall be a~ached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH ~IND EDITION, ~OOD F~ME CONSTRUCTION MAN UAL construction detail~ and procedures to ensure a professionally hnBhed, structurally the to the wall stud with uph~ conne~ions. Roofs overhanging the rake side of the building PARALLEL ~ER WFCM - SBC ~P NAIL FRAMING ELEMENTS AS PER FLOOR P~NS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected with uplift conne~[ons in accordance with table 3.3c. CEILING JOIST ~P$ A~ PER TABLE 3.7 EACH FACE OVER PARTITION ~FCM - ~BC LAP NAIL EXT. BALCONIES 60 2), The General Contra~or is responsible for ensuring that all work ~nd construction 3). ~ALL-TO-~ALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meeis current federal, state, county and local codeL ordinances and regulations, etc. ~all studs above and ~tuds below a floor level shall be attached with uplift conne~ions in These codes are to be considered as part of the specifications for this building and accordance with tab[e 3.3b. ~hen wall studs above do not fal[ in line with studs below, the I TO RAFTER WFCM - ~BC END NAIL ~ A~[CS w/o STORAGE should be adhered to even [f in variance with the plan. studs shall be aRached to a common member in the floor 8ssembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE A~ICS w/~TORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATION~ ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: I TO RAFTER 2 - 16d COMMON END NAIL ROOM5 (SLEEPING) 30 First wall studs shall be conne~ed to the foundation, sill plate, or bottom plate with uphff 4). The de,igner has not been engaged for construction supervision and assume, no connectors. Steel strap, shall have a minimum embedment of 7 inche, in concrete ~ALL FRAMIN G: s~,~s 40 for foundation and slab-on-grade, 15 inches in masonw block ~oundafions. or lapped under NAIL NAIL GAURDRAIL5 (ANY DIRECTION) 200 responsib[li~ for coordinating with the~e construction means, methods, techniques, sequences, or procedure~, or for ~afety the plate and nailed in accordance with table 3.3b. ~hen stoa[ straps are lapped under the JOINT DESCRIPTION QTy. ~PACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used w~th the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT. C) specific use expressed or implied in the use of these plans, spacing ts to be spaced and sized in accordance to table 3.2a. In addftion to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMO~ FOOT SEE NOTE: 1 LOAD PATH SEE CON,RUCTION AND~IND PATH CONNECTiON 5). Refer to the Window and Door schedule for exterior openings, corners. TOP P~TES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE iNTERSECTiONS 4 - 16d COMMO~ EA. SIDE NAIL NAILING SCHEDULE SEE GENE~L NOTE PAGE 24" FACE EGRESS SEE FLOOR P~NS AND ~INDO~ SCHEDULE 6), The General Contractor [s to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: ~TUD TO 2 - 16d COMMO~ Sym.: or exceeds manufadure's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 ~nch w'ood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION ' attached with 8d common nails ~t 6" o.c. at the panel edges and 12" D.C. in the field, and 16" D.C. FACE (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS 7). The General Contra~or is to consult with the owner for all built-in item~ 1/2 inch gypsum wallboard on the interior attached with 5,d cooler nails at 7" D.C. at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pant~, closets, trims, otc. edges and 10" D.C. in ~he fle[d shall be in accordance with the length requirements specified HEADER in table 3.15a-b. TOP OR BOSOM 2 - 16d COMMO6 PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD ~ICK FRAME CONSTRUCTION 8). Wind load requirement~ shall be taken into account during construction. P~TE TO STUD 3 - 16d COMMOb PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES:*yp II exterior shearwalls shall meet the requirements of liable 3.15a-b times the appropriate FLOOR JOIST, BAND JOl~, 2-16d COMMO6 FOOT SEE NOTE: ~). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment faOors in table 3.16. END JOIST OR BLOCKING GROUND ~IND SEISMIC FROST WINTER ICESHIELD FLOOD SNO~ SPEED DESIGN ~EATHERING LINE TERMITE DECAY D~SIGN UND~RLAYMENT determine intended heights of finished Boor(s) above typical grade. 7). INTERIOR SHEAR~ALL CONNECTIONS:FLOOR FRAMING:LO,D (MPH) ~ CATEGORY DE~H TEMP. REQUIRED HAZARD5 Allowable sidewall lengths prov[ded in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil intedor shearwaBs are used. Sheathing and connections sh~ll be [n accordance wfih JOINT DESCRIPTION Q~. SPACING NOTES20 LBS. 120 B S~ERE 3 ~, MODERATE SLIGHT TO 11 NONE 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE 3), Provide 1/2" expansion joint mater[~l between concrete slabs and abutting concrete or masonry waH, occuring in extedor or unheated interior area,. 8).CONNECTIONSAROUNDEXTERIOR~ALLOPENIN~S:SILL TOP PLATE OR GIRDER ROOF SHEATHING REQUIREMENTS FORWIND LOADS: EACH TOE Header and/or girder connections shall be attached with uplift connections m accordance BRIDGING 2 ~ 8d COMMOb NAIL SPACING NAIL ~PACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existin: concrete stru~ure shall with table 3.5. ~indow sill plates shall be have steel conn,ectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed w~th ~5 re-bar, 18" long at 12" D.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 - 8d COMMOb EACH TOE 4' PERIM~ER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 6" D.C. SEE NOTES: 1,3 5). Unless otherwise noted, a[[ slabs on ~rade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD to be minimum 34/2 inch thick, AIl fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the raffet~ shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. 6" maximum li~s (layers).a[onganch°redthe open°n tOPceiBngOf thepaflbeamof the°r slopebuilding.ConnectOrSconnectionsShall berg attachedthe ridget°andeaChwallraffer-t°-r[dgeshaB be SILLLEDGEROR TOP~RipPLATE 3 - 16d COMMON BLOCKEAcH NAIL be FACE GABLE END,ALL RAKE AND ~KE TRUSS Bd COMMON ~ 4" O,C 8d COMMON ~ 4" D.C. SEE NOTES: 1,3 6). Crawl ~paces to be provided with a m~nimum 18"x24" access opening. Install one a~ached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for eve~ 150 sq. ff. of area, PER TOE NOTES DECK AND COVERED PORCH NOTES: J°ts ° - dCO MON' jo. ST 7). Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y~S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, al~ framing material to be ~1 ACC pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END the below ~rade portion of exterior walls prior to backfilling. AB fasteners, hangers and anchors to be galvlnized or stainless steel TO JOIST JOI~T NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, includinB 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. BAND JOI~T TO: 2 - 16d COMMON FOOT SEE NOTE: 1 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. ~ILL OR TOP PLATE Girders on concrete piers shall be anchored with proper s[eel connectors anchored 2). Tabulated 12 inch D.C. nail spacm~ assumes sheathing attached to rafter / truss framing members with G>0.49. l). Ali framing technique~ ~nd methods as prescriptive defign of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x]2":x12" thick concrete footing. JOINT DESCRIPTION NAIL ] NAIL Q~. SPACING 3). Tabulated 4 inch o.c nail spacin~ assumes sheBthin~ to rafter / truss framing members with G>0.49. For Edition ~ood Framin~ Construction Manual. Use a minimum 1/2" dia x 8" Ion~ anchor holt with washers and nuts. Footings Shah be 3 fi. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. 2). Unless otherwise noted, all framing and structural wood material to be ~2 + BmR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL ~AN~L ~d ~CM- S~C WALL SHEATHINGREQUIREMENTSFOR WIN D LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). C El LIN G SH EATHIN G: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3), Floors, walls, ceilin~ and rafters to be spaced at ~6 inches D.C. unless noted 5). A minimum of 10 inch Bashing shall be installed between the building and ledger. JOINT DESCRIPTION I NAIL NAIL SEE NOTES; ~, 3 ( BOTH FIELDS) otherwise, Ledger to be fastened to building wfth 1/2" dia. bolts with washers and nuts I QTY. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O~C Bd COMMON ~ 12" O.C. NOTE: 2 FOR PANEL FIELD 7" O.C, EDGE where needed. GYPSUM 5d COOLER~ INTERIOR ZONE 8d COMMON ~ 6" O,C 8d COMMON ~ 12" D.C. SEE NOTE: 3 4). Unless otherwise noted, aB bearing wall headers to be (2) 2x10 ~2 + BTR. Doug. Fir. ~ALLBOARD 10" O.C. FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of alt 6). Concrete piers shall be a minimum 6" above grade. openings. Bearin~ wall window sills shall also have (2) window ~ill plates for 2x4 wall 7). All joists to be supported with hangers ~nd anchor~. E~ch Joist shag a~so be anchored ~ I NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN ~CHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 5'~1 and 8'9. Provide fire to girder(s). ' JOINT DESCRIPTION QTY. SPACING and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the s~me manner as a typical building, STRUCTURAL 8d COMMOF AS PER TABLE 3.9 1). For wall sheathin~ within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). AIl flush beams/headers to be installed with heavy duty galvinized hangers and PANELS ~FCM - SBC be used. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub 1), All water supply, drainage and venting to be installed ~s per N,Y.S. Residential PL~OOD 6" D.C. FIELD 2). Tabulated 12 inch D.C. naill spacing a~sumes sheathing a~ached to stud framing members with ' 7" D.C. EDGE G>0.49. For framing member~ with 0.42<G<, the nail spacings shall be reduced to 6 inches D.C. Floors to have ceramic tile installed shall be verified for proper load cap~city unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 10" O.C. FIELD on plans. 3). For exterior panel siding, galwn~zed box nails shall be permitted to be substituted for common naris. 7). Provide 2- 1-3/4" thick micro]am~ ( height to match floor }oist,) around stai~ell and/o ' 2). Verify septic system wfih the Engineer for Suffolk County Health Depa~ment approval, FLOOR SH EATHIN G: NOTE: other access openings unless otherwise noted (typical). 3). If w~ll studs, plates or joists are cut out during installation for any plumbing related work. NAIL ~ NA~b CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the stru~ure. Verify with the JOINT DESCRIPTION QTY. 6"SPACINGo.c. EDGE EXISTING CONDITIONS. MINIMUM 3000 CAPACITY. where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and ~pacing perilled. STRUCTU~L PANEL~ 8d COMMO~ 12" O.C. FIELD under all bearing walls. 1). Mechanical subcontractor Js responsible for adheadng to all applicable codes and safety N OTE~: ~). I~STA~L I- Co2 ~ECTOZ t~ ADDITION TO S~O~ A~S ~E~ FLOOR. 10). Provide insulation baffles at eave vent~ between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE KEFER~ED TO IF needed. 2). HVAC ~ubcontractor B to fully coordinate all system dlata and requJrement~ with the MENTIONED IN SCHEDULE NOTE$ ONLY. II). Unle~ otherwise noted, all roofs and wa[l~ to have a minimum 1/2" thick, 4-ply F~r equipment supplier, 1). NaiBng requirements are based on wall sheathing s,dlo~ ~602 ~- ~LOC~6 12). Unlesf otherwise noted use 3/4" thick T&G PT5 Fir or Advantech plywood subfloor shear capacities, nailing requirements for strudura[ adhered with PL400 adhesive and ,crewed to floor joists. Finished floor to be instamIedELECTRICAL NOTES:member, ,had be doubled, or alternate connector,. 1). mn .on.,at.d ,,.~., or,m.d w,m,, ~nd p~di~,o,,. ,.d.dln~ furr,d m~'". ~ mb. ~.m~ a~d 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). ~hen wall sheathing is continuous over connected 2) At all [ntercannectlonS bet .......... led veffltal and horizontal spaces such ~S occur ~t ~orr,ts. ceilings and over furnace ,o have 5/8" thick type', sheetrock, Ali other ,aft' °f building 2). AIl ,,ectrical work shall be approved by a qualified Un'derwrite'. members,the tabulated number of nail, shall be permfifed dro, ce,t,n,s and c~ve :,[,,n,s t° have regul~r l/2" sheetr°ck' All walls t° be taped and finished' 3). In,taB ,Toke detectors and Carbon Monoxide detect'rs throughout as per se~'°n R3'7 to be reduced to1 - 16d nab per foot. ,). In c~n~e.led ,p,c,~ b,tw,,n ,t,,,' ,,rin,,r, ,t ,h. top ,nd bo,to, ortho ru~ E,do,,d ,p,c,, be installed with a foam sill gasket and cop-r-tax termite ~hield or approved equal. NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMOh RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMOh JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP ELATE TO 2 - 16d COMMOh PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMOh JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMOb 24" FACE STUD O.C. NAIL HEADER TO 16d COMMON 16" D.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOb PER 2x6 STUD NAIL BOTTOM PLATE TO: EER FACE NAIL FkOOR JOIST, BAND JOIST, 2 - 16d COMMOiX FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT {SEE PLANS) TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 AIW[CS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATION5 ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS .40 GAURDRAILS (ANY DIRECTION) 2'00 EXPOSU RE CATAGORY (DESIGNED FOP, CAT. C) LOAD PATH SEE CON~'RUCTION AND'0~IND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A ' STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN ~EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 ET, TO HEAVY MODERATE 11 NONE NAIL NAIL JOINT DESCRIPTION QTY. ~PACING NOTES JOIST TO: 4 - 8d COMMOb PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 ~ 8d COMMOb EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMOb END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER ~TRIP 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 JO~ST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE gd COMMON ~ 6" O.C 8d COMMON @ 6" D.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON ~ 4" O.C 8d COMMON @ 4" D.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES; ~, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O~C Bd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O,C 8d COMMON ~ 12" D.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMOi~ AS PER TABLE 3.9 PANELS WFCM - SBC 7/]6" OSB 6d COMMOE 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD 10" O.C. FIELD