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Home My WebLink About33118-Z',~' ~ ti ~~ a~.! f ~~ Towu of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 35401 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 50 FRED SREET NEW SUFFOLK, SCTM #: 473889 SecBlock/Lot: 117.-4-22 Dare: 1/20/2012 lz/7/zoll Subdivision: Z}led Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fded in this officed dated 5/14/2006 pursuant to which Building Permit No. 33118 dated 6/7/2007 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: alterations and additions includine unfinished basement, sunroom, deck, second floor balcony and attached two car garage to an existing one family dwelling as applied for ner ZBA #5966, dated 11/9/06. The certificate is issued to F. Marc & Ellen L Wiederlight of the aforesaid building. (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0080 ELECTRICAL CERTIFICATE NO. 3056164 2/24/03 9/11/08 PLUMBERS CERTIFICATION DATED 12/3/08 William Gremler -- y c Aut rued Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33118 Z Date JUNE 7, 2007 Permission is hereby granted to: CLAIRE WIEDERLIGHT PO BOX 136 NEW SUFFOLK,NY 11956 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 50 FRED ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0004 Lot No. 022 pursuant to application dated Building Inspector to expire o Fee $ 1,576.00 ORIGINAL Rev. 5/8/02 Form Ho. 6 TOWN OF SOU1'HOLD BUILDING DEPARTMENT TOWN HAIL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ ~~ ~ I I~. Ir~_--~_, ~ ~ ~ i , ~)C': ~ 2 Z~~~ J h~D~.DEPT. This application must be filled in by typewriter or ink and submitted to the Buildi D TQwN OF S~!,~rH~i ~_,~ ng epartment with the following: A. For new buildin or n g ew use. 1. Final survey of property with accurate location of all buildings, property lines streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used. in system contains less than y10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-couforndug uses, or buildings and "pre-existing" laud 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. [f a Certificate of Occupancy is denied, the Building Inspector shall stale the reasons therefor in writing to the applicant. e. Fees I . Certificate of Occupancy -New dwelling $25.OOCAdditions to dwelling $25.p0~Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $,25 4. Updated Certifcate of Occupancy - $50.00 5. Temporary Certificate ofOccupancy -Residential $l 5.00, Conunercial $15.00 New Constru tion: Location of Property: Dad I2. ~2 erp, Old or Pre-existing Building: / -~~ (check onel House No. Street Owner or Owners of Property: ~ - •- v v Suffolk County Tax Map No 1000, Section I a~ Block y4 ~t1 Subdivision Filed Map. ___-___ Lot: Permit No. ~j'Jj' ~ 1 ~ Date of Pemtil. 'Ji ~ Applicant Health Dept. Approval: Underwriters Approval: __ ,/ __ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ~~j, pp ~~ ~~~, Applicant Signature ~~o~ 7~°S.. ~Su~. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS PO BOX 1061 SOUTHOLD, NY 11871-0932, Located at 50 FRED STREET NEW SUFFOLK. NY 11956 Application Number: 3056164 Section: Block: Lot: MARK & ELLEN WIEDERLIGHT 50 FRED STREET NEW SUFFOLK, NY 11956 Certificate Number: 3056164 Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at Basement, First Flooq Second Floor, Third Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to eleancal devices and w~nng to the extent detailed herein, was conducted in accordance with the requirements of the applicable rode andior standard promulgated by the State of New York, Department of State Code Enforcement and Admimstrahon, or other authority having jurisdiction, and found to be in compliance therewith on the uu Day of ~''m~• 2aot Name 4IY Sa!€ rsa i Sioam Sys Alarm and emergency equipment Sensor 2 0 0 Carbon Morwrude 50.00 Appliances and Accessories Dish Washer 1 0 1.2 KYr 30.00 Exhaust Fan 5 0 F.H.P f0.00 Furnace 1 0 Gas 30.00 Hydro Message Tub (Therapeutic) 1 0 30.00 Oven 2 0 40 Nryu 30.00 Panels 1 100 18 50.00 Service Servicel Phese3w Service 30.00 Rating200Amperes Wiring And Devices Fixture 4 0 FMprescenl 30.00 F'oeture 81 0 Incandescent 30.00 Outlet 85 0 FaOro 30.00 OuBet 139 0 Gen. Purpose 50.00 Receptade 1 0 20e vac Appliance 30.00 Receptade 16 0 GFCI f0.00 Receptade 77 0 Gen. Purpo~a( m.00 Switch 101 0 Gan. Purpose 30.00 Continued on Next Page t or 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET -NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS PO BOX 1061 SOUTHOLD, NY 11971-0932, Located at 50 FRED STREET NEW SUFFOLK. NY 11958 Application Number: 3056164 Section: Block: Lot: MARK 8 ELLEN WIEDERLIGHT 50 FRED STREET NEW SUFFOLK, NY 11956 Certificate Number: 3066164 Building Permit: 0 BDC: nstl Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Attached Garage, Outside, A visual inspection of the premises electrical system. limited tc electrcai devices and wrong to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith an the tta Day of ~~•• Name ~ ~ ~95l9e Simr~ Irg lavore Taal 5210.00 seal z er z This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. town -iu, X086 Male fioW P. O. Box t t79 Sia~hOYd, MeW YWk 11971 Fex (6t(t) 7~i-tB23 7eipry~ee (bt9y 7d$-tCO2 oF~ce o~ r+re ewiaao rHSpscroR rowiv o~ souTMO~.c S R ! ! I ~ ! I ~ 8uildinQ Permit IQp, ~~~~ owner: ~~~$ ~ (1~, ~deQ~ k~- tpleasa pr at) pd1TE:.J~:c.7L Plumber: cU:L,~ GQ~ 1'e1Z 1 ~y~ ~ P p ease print I certify that the •oldez uaw in the water auppiy ryatuo contains ler~ than z/10 of 2e lead. ~(PY era a gna ure sworn to before ~~,, ~~th~~is~~~~ ~~1l..,,,~,,, v ~ day of i~^'NNwV ~_~U/ 0 xotary Public, Sj` ~~ county wuu~c. ~ry PiABe. S1ah o1 New ~ ~ V No. 4963689, Suffolk Caunq Connnissan Fapires Alarch 12, ITECNOLOGIES ~~ ~~~~~ 13905 tdm 61oad, M~murk. linty Yak 11952 631.296.1129 fac 631.296.1126 Apri12, 2008 Southold Town Building Dept. Southold, N.Y. 11971 Re: B.P. # 33118 Z Mark Wiederlight 50 Fred St. New Suffolk, N.Y. Attn: Mr. George Giller, Mr. Frank Notaro has inspected and certifies the compliance of fire and perimeter caulking on the installation done by Radiant Insulation. Fire caulking has been applied per New York State code. Plea$ecal+,pur office if you have any questions at631-298-1129. a U,~ r.',~ ~ =~,'s' .> Cc.; M. wiederlight ~~ ITECNOLOGIES AR[2QfBLT[1R8 A.AHUTAKi CaN3lRIACCIIXi ~Y1t,85 131M M~Rad.lf~act. !kw Yam 11952 611.298.1129 8u:631.298.1128 November 27, 2007 Town of Southold Building Department Southold, N.Y. 11971 Re: Marc F. Wiederlight 50 Fred Street Southold, N.Y. 11971 Building Permit #331182 Dear George Gillen, ~ _ ~ (r, (~ ~, ~~_ ~' ° ~ 2 j~ ~._._. _ ~?u4_.. ~ m L' I 1 ~. ~ ~ ,l'~l _.~ J As per your requirements attached are photographs of the Wiederlight residence strapping around the garage and sunroom. This is in response of the final strapping inspection. If you have any additional questions please feel free to call our office at 631-298-1129. Sincerely Yours, 1 Frank Notaro R.A. " ~..:+Y ya.,x~ xr _ .a+-war^.~~.. _ 33~~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND ( ]FRAMING /STRAPPING [ ]ROUGH PLBG. [ ]INSULATION [FINAL r` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE RESIST~INT CONSTRUCTION U REMARKS: ~ J r> ~~-, [ ]ROUGH PLBG. [ ] IN 'gT1p,N j FIN~E.f~ [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION r /_~ yrYKe:aS`. _ _ _..J.y .~ ~_ ~3j a ~ ~~_ DATE 1 1O~ r~gJ ~ INSPECTOR ~~ ~~~~c~"`"'"'-_ l---- DATE Y INSPECTOR ~ ~~ [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION .. :1 ~-. ~ RFMAQKC.~• ~33~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,[~ ],FOUNDATION 1ST [ /~~~'~/ FOUNDATION 2 [ `, [ ]FRAMING TRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FRM: SAFETY INSPECTION DATE © INSPECTOR [ ]FIRE RESISTANT ~ANSTiNCT10N [ ] FIRE RESISTANT PEIIETRATION 331 I p .z- TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND ~~~ ~ FRAMING STRAPPING [ ]FIREPLACE 8~ CHIMNEY ~~~ ] RILE RESISTANT I~IISTRIICTI! ~tlt_ EMARKSe ~~ [ ]ROUGH PLBG. [ ]INSULATION [ l FINAL [ ]FIRE SAFETY INSPECTION [ ] Fr1E RESISTANT PE1iE1M710N 1f' ./Fo~e~ _, ,.~/ /,Z 0 ,• -~- r . ~D DATE !~ / / INSPECTOR 33 I I ~~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST ~ROUGN PLBG. [ ]FOUNDATION 2ND [ ]INSULATION FRAMING STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FNIE RESISTANT CONS'f AUCTION [ ]FIRE RESISTANT PENETRATION Q~ueQrc. DATE INSPECTOR 3311 g z TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONS7RIlCTION [ ] FIRE RESISTANT PENE7'RA7101 REMARKS: 3311pz TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1STROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION NG STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FiIE ~ISTAN~~T C~~O~~ N~~SQQTAUCTQION a[ ]FIRE RESISTMR PQlE7-1i~A110y(N~ REYARKCe ~`o""aV~ ,~1~+~J~^`-~ 'd" ~0/~+ t~.+A ~9~,1~-wc.d3~. ? ~~ ~ ~z ~ DATE 3 ~ ~ ~ INSPECTOR 33 I18 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION /~ ; 1 /STRAPPING [ ]FINAL [ ]FIREPLACE & CNBBIEY [ ]FIRE SAFETY INSPECTION [ ] FNE RESIST/WT CONSTRUCTION [ ]FIRE RESISTANT PENErnATION . __ ~ , ., n a~- r DATE 3 ^ ~O ~ ~ ~ INSPECTOR /~' 'a~~ ~~ll g ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CNIMNEY [ l ~~~ [ ]ROUGH PLBG. INSULATION [ ]FINAL [ ]FIRE SAFETY INSPEC110N [ l FNIE ~ ~ REMARKS: T 0~ ~ r a /~- ~/,~~ DATE ~ ~ ~7~ ~ ~ INSPECTOR " v - ~f' " - 33 11 ~ z, ok 7 M_, C.OYG'~+~t- ol~ Tom- ~~ h yyy" ~ ~~ ~~,~ ~~~~ .~~_~- TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 J~.-~ ~ , ~- 1 NSPECTIONo~ ~~ [ ]FOUNDATION 1ST [ ]ROUGH PLBG. C~J~,~eQu•cQ [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]INSULATION ~/"' " - ^~ ~' FINAL `yO~~ ~ [ ] FEiE SAFETY INSPECTION [ ] ~ AESISTANr coNS kucnoll [ ] FIRE RESISTANT PQIEIRATION REMARKS: ~- `'~ - - - • -~.- - ~w ~ --, w- e'~- ~ , ~7 e~ -~eQv- ,.,,.~,.~,,.,o...,.._ . ~.. v DATE l~_ I ~ ° g ~- ~ Xb , ~k ~ls,~ o vy~ INSPECTOR ' ~ " 3 31 t~~- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ J FRAMING /STRAPPING [ ]FIREPLACE & CNBANEY [ ] R~ ~ [ l FIDE RESISTANT PQIEiRATION REMARKS: ~~ /"a j ~ c~~ L 1 [ ] RouGN PLSG. [ ] IN N [ FIN L [ ]FIRE SAFETY INSPECTION ~, t DATE v INSPECTOR 33~-~ z- TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ )FRAMING /STRAPPING [FINAL [ ]FIREPLACE & CHIMNEY [ ] FII~ SAFETY ICON [ l FIRE ~ CDI~S1RllC7'IOI'I [ ]FIRE RESISTANT PENETMTION eeuworc. DATE ~a ~~p~o ~ INSPECTOR ~'~~~~',~ FIELD INSPECTION REPORT DATE COMMENTS ~--' ll~ ~ ' FOUNDATION (1ST) h yy i C~ ~ ~ ~ ~ ~ N ~ 'f FOUNDATION (2ND) -- ~ z ~~~ O C ~~~ ~\ y ROUGH FRAMING & ~ ~ ~ PLUMBING -~"° ~' y ~? ~ ~ n o INSULATION PER N. Y =3 --°-- - ~-- ~ -- ~' 0 `tea' ~~ + x % y . STATE ENERGY CODE , ~ •~- ,O - + ~~~ I,a.-D ~ U~ , Wrr2_..~~., ~ p Ia-- ~DO G~~ ~~ FINAL ~~_~` I/ 'y~ U ~~ • ADDITIONAL CO ~~~ in ~. ~ ~ - - b D ~ (~ 3-b-off ~ - -I (~ - 4-~-~g R+4 ~ ~, ~ ~ ~ p L ~ /_ - - ' --~ ~ ~~ 0 ~ D --) ~ .._ ___ ~ ~: _- _ y Ci pn O Ifs 5 f..~r ec' ~ .D , z - ~ - ~ .~ ---- - - - -- - - ~ x c - - ~, b TOWN OF SOUTd30LD BUILDING~DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. 2j 2j ~ ~ ~ ~i Examined ~ ,20~ Approved ,20 Disapproved Expiration , 20 APPLICATION FOR Trustees_ Contact: Mail to:_ Phone: Date ~~~ ~ ~ , 20~ Do you have or need the following, before applying? Board of Health 4 sets ofBuilding Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months afrer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. tta~tiues L.~_ ~I,tyl~,CxA'~~_U_ ~ (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder E?tL+_ Name of owner of premises ' (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 N 1. Location of land on which proposed work will be done: House Number Street Hamlet BUILDING PERMIT APPLICATION CHECKLIST County Tax Map No. 1000 Section /~ ~ Block ~ Lot Subdivision Filed Map No. ___.~ (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construcrid_t: a. Existing use and occupancy J~,7-Y. ~i.~C~f-F FA-NIL. ~~~(T~~I~Y'~- u1~A-TTf}/'.NE b. Intended use and occupancy Gr r3 Nature of work (check which applicable): New Building Addition x Alteration Repair Removal Demolition ~ Other Work 4. Estimated Cost ~~,`-j[S"~(~~ Fee 5. If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~ ~icr~ 7. Dimensions of existing structures, if any: Front ~ ~~~ Rear( Q+y ~gRj~ Depth ~/ 7 ~~ (~ Height /8%~'~ Rrr~Number of Stories ! t7~~' Dimensions of same structure with alterations or additions: Front ~9r/D `~/- Rear J,- `/ I "'/- Depth ~79~6"~~ Height 31"~ -ro F9i~- Number of Stories „2 _ `¢~IDG~ - 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front hyJ~ 7 /,~ Jr ~ Rear ~~ ~ ~ Depth ~Y/,S / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ Y(~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO z. ~. R. N~vRov~-~ ~,t,eu~~. ~Pr. a~ ~/~-`7~-P /~,epv~ ~,t~c~~~j , 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO 14. Names of Owner of Name of Architect Name of Contractor Address No. No ~~-„2~- //r~`~ 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO O * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF~~FFi~K ) E}C31JI~.S2~p ~[202T~CSZVSK.~ . being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. before me t day of BONNIEJ. Dl1k`O,Sl0 Notary Public, State Of NewYbrk No. O1D06095328, Suffollt,Co Term Expires July 7, 20 20 G1 Signature of Applicant l'~EU6>~-P FYU~. APPEALS BOARD MEMBERS Rath D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman ~O~~pF SOUIyo~ • ~~0,~ ~y00UNTV ,~ +~' Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southold[own. northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 9, 2006 ZB File No. 5966 - MARC F. and ELLEN WIEDERLIGHT Property Location: 50 Fred Street and Fanning Road, New Suffolk CTM 117-4-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 18,125 sq. ft. parcel has 125 feet along Fred Street and 145 feet along Fanning Road, and is improved with asingle-story, one-family dwelling. BASIS OF APPLICATION: Zoning Code Sections 280-15, 280-122 and 280-124, based on the applicants request for a building permit and the Building Inspector's August 25, 2006 Notice of Disapproval. The reasons stated for disapproving the building permit is that the additions and alterations will constitute an increase in the degree of nonconformance when located less than 35 feet from the front lot line. The second reason was that the new construction would place the swimming pool in a yard other than the required rear yard, and the applicant removed the swimming pool from the plans. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 26, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct asecond-story addition and convert the garage, portions of which will be an increase in the degree of nonconformity when located 30.4 feet from the front lot line at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The structural alterations will not increase the dimensions or size of the structure. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The alterations and addition will be within the building area (footprint) of the existing home without creating new nonconformities. 3. The variance granted herein is not substantial. The relief is related to the same nonconforming 30.4 ft. Page 2 -November 9, 2006 ZB File No. 5966 - M. and E. Wiederlight CTM No. 117-4-22 front yard for the existing 20.2 ft. wide garage, which setback will be maintained after alterations and an addition. 4. The difficulty has not been self-created, resulting from a need for additional living space 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition with alterations, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, referred to in the October 26, 2006 letter from Frank Notaro, R.A. and shown on the amended 10-26-06 Drawing No. A.1-2, the 9-11-06 Drawing No. A.1, the 9-12-06 drawing No. A-SITE, and the 9-11-06 Drawing No. A.2, prepared by Architecnologies. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). Ruth Oliva, Chairwom~~~11 14/01 6 Approved for Filing ' ITECNOLOGIES ARCEDTHCITIRE M.ANNQtlG CONS1RUCfION 3PRVIC6S 13105 MainRnd. Melbmck. NewY~ 11952 631.298.1129 fax: 631.298.1128 May 18, 2007 Town of Southold Building Department Southold, N.Y. 11971 Re: Marc F. Wiederlight 50 Fred Street Southold, N.Y. 11971 To Whom It May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. Southold Town Building Department 54375 Main Road Southold, New York 11971 (631)765-1802 Parcel ID: 117.-4-22 Permit #: 33118 Permit Date: 6/7/2007 Expiration Date: 12/7/2008 BUILDING PERMIT RENEWAL LETTER Dates: 11n7/2o11 Applicant: F. MARL WIEDERLIGHT Location: 50 FRED SREET NEW SUFFOLK Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $788.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: F. MARC WIEDERLIGHT Address: 320 MT. BEULAH AVENUE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ' ITECNOLOGIES ARCfl77ECfURB PLANNA'O CONS77tUCRON SPRVICFS 13405 Mein Rued. Mattiwck, New Ymt 11952 631.298.1129 fax: 63L298.1126 March 18. 2009 Town of Southold Building Department Southold, N.Y. 11971 Re: Marc F. Wiederlight 50 Fred Street Southold, N.Y. 11971 To Whom It May Concern: Enclosed please find the final Suffolk County Health Department stamped survey. If you have any additional questions please feel free to call our office at 631-298-1129. Sincerely Yours, "`~-- Frank Notaro R.A. -t }', a I~ b t ~ W ' ~~~~~~ :~ _. ~ ` r S ~T - i ~~., ..;,t" ~,- ~, _. ~. =y T ~'~ ~~ ~~ w N T ~ TT ~ 7 ,~ i r-= ,! . . ~ - ----~ ~'~ss.~ ^ ~ - _.~ _ -~~;. ~` -. ,~~ r. !_ r"'rr. ~~ .t ~~ ~ ~~ ~ ''~ ~*~ ~, ~ ~. ~. ~'. ~ ;' iTy .,i iR ~! O 4' ~~ ~~ I 12J.1 z~ m i 2 ~=3 h k 3 3 [~ A t/] 3 W ... m ~ 2 Z > i C ~ 4 0 0 0 w 3 DIIELLlNG '. PUBLIC IIAT6R '~ LAND RBB OR FORYeRLY ANNeTfe t C80RC6 lOOST ~? ' NOTE' EXIST(NC ° c r WELL INSIDf HOUSE Cy TO 8E REMOVED ~'' w _~~ STOOP ~ C/£ PROPOSED MALNNAY z POLE ~ S 81°21'30" E ' r,vu NON . . ~P p V [..< a h fem V~Cl~ C O . v2a V••LN ~ ~ ~ o~ ' F ~- 30.4 '. i ~/ IyzZ A ~ ~ ~~ ` h ~ F i ~~ ~Ag Vj ~~A f i 80~ ~. ~~ :.~ ~ ~~\ ~. E~ ~~ ~~ ~~ ~~~ U i c.si . ~ ` ~C W ~ m ~~~ ~ZO ~ _ ~~ M"~m ~ , b ~ e `,iwTnx~ ` ~ \ ~-~°y9 ~ ~' y ~' ~ - ~~ ~~~ w~~ ~ o ~ . ~~`~` `~ o ~ . ~ ~ ~ ~ A~V~`~ mn Nrv ~A ~~ ---- -- EXISTING-- :' j~, ~ , ; ` ` ~~ ~~\` ~• `, ' \s NON-CONFORMING ~ ~ ~ ~ ~`~~ ~ ; o e. ~ -____-_ _-- 30.6 ~r ~~~ ~ ~~o p s 2 A i'\-p F ~ m ~~ 0 o,_ w 0 M M a ( CP D.u ~~ ~ 48.9 y~ EP a ~`` I FND s I\ ~ I ~ ~ WF ° I: .~ 0 I~ 0 a 0 2~2 N ~ C W o C .~ c. ipJO Gay ~^ G'i O ~'/ i ~I~ ~, ~ ~~~ ", _ ~Pa; ~, i ~.~ i , i h~~~ ~Y ~ ~ ~ N O ^ ~~ BO ~ ~ ~~ ' a :50 ~~ 145.00 0 YlN. /~ `~ I ~ ~ ~ ~ _ iY EXISTING ~% CESSPOOLS TO (52,q) i BE PROPLRLT ABANDONED ~ /~ _ ' ~ 1 ~ ~~_ _/ (34.5) .mss (34.2) ~. PROPOSED ~ a .~ L ORJVEMAY/WALEWAY h ~C O MATERIAL TD BE F DETERMINED BY ~ N-~ O T/2 DC w ~ NOMEOMNER ~' ~ , ~z 4 ~ ~~ ~! 0 ~ NDN BpDT N 81°21'30" lI I 145.00 W W W W W W W W W W W W- W W- IEf.O FANNING ROAD (F/SXER ROAD) - (CHARLIE'S LANE) (so' II~DE) TEST ROLE BY.~ McDONALD CEOSCIENCE DATE: AUGUST 23, 2006 ....- ~_ i.~ i~ i~ ~',_ h U• ~ _' /~^ C. O Z. A O ~ ~ ~ O ~ 4 ~ ~ ~ ~~ If ~_ I t ~^ ~, V i ~_ it r R O M NON y U vi i dL. P5.0 BFOWN SILT NL - 6L. P3.0 BRONM1' SILTY' SAND SN - 6L. PL0 PALE BROMN FINE TO MEDIUM SAND co 6L. 8.0 UNAUTHORIZCD ALTERATION OR ADO/TION TO TATS SURYLY /S A V/OG AON OI SECTION 1200 Of THE NfI YOFX STATE fDUGTLO.v GI COP/£5 0- iN/5 SURVEY YAP NOT BFANNC THE LAND SURV[YORS INX£D OR 6NBOSS£D SEAL ARL NOT CONS)O£R£D TO B£ A TRUE YAGD COPY. D/STANC[E SNORN FROM PRO-FRTI' L/N£S TO EXISTING STRUCTURES ARL IOF A SP[[IIIC PURPoS£ AND USE. AND ARP NOT INTENDED TO CWOL IN TA£ CRL'CT/OA' 0I I£NC[S OR OTN[R STRUCTURES. C£RTIf/CAT/ON INDICTED APRLON SHALL RUN ONLY TO THE PERSON f0R RAON THI SURYry IS PERPAFFD AND ON NIS B£bAll. TO TA£ COMPANY OR AGLNC/fS L/ST[D ACR[ON AND 1U TAP ASSILNL£S Of TA£ LENDTO ADD/T/OVAL D/NSTRUTIONSTOF FUB56DU£NT OIN£RMBL£ APPLICANT: ELLEN IIIEDERLICHT fi i=( AREA: 18,125.00 Sq.Ft '"' ~ ELEVATIONS IN ASSUMED DATUM i SCALE: 1 "=20' y,~pTE oFN~ DRAIIN BY.• R.X.X. 0 ~ FILE No.: Q378-06 DATE: AUGUST 23, 2006 * L;/ UPDATE: SEPTEMBER 6, 2006 LISA McQU1LKIN LAND SURVBriNG W W W EXISTING MATER MAIN izaA POLE POLE 274 EAST dLlIN STREET EAST ISLIP, N.Y. 11730 TEL: 631-277-3605 FAX: 631-277-3906 SURVEY OF DESCRIBED PROPERTY AT NBII SUFFOLK TOIIN OF SOUTHOLD SUFFOLK COUNTY, NEII YORK SCTM: 1000-117-04-22 ~F ~" ~, ~., ~~ Afe~yLO Y~Y~ a1T: A7N.VSf b. 2006 :J R 1[I ~~ y6 v eRO-x sew L~ eNOrx a no ~ i3 =. r 8fLTY BIND J --- a n.o ~ "fib ' vuc ~ ~ ~ „~ sNO.N _ ' nNS m ° ~, ~. 6 to ~ ~..*"` ~ y ~~~~ .~~ OF ~ .1 ~~~ ~POETH Q, W S 81'21'30" B V1 ay 0 h N i\~d y f r -~-i o L-J ,~ ^ p 48.7 m M O q ~? 145.00 ~•i M ~ A 4 ~ O t 4 N r $ 7D.6 ~a ~~ ~ ^. w" _ 1 ~i~a~ o ~r C D ~ NH i~ <~ IiV11YtaIYLlli2 r YON. s .o ~" N 81"21'30" w SANITARY INFORMATION: f,eoo GALLON EEPr1c rurr ~o (1) r DL,fA-arlR r 1t' DsaP LBACeINC Pool LLQaJ~ii -IetsR wor LocAr~oN As PER BurLDER. -%7~S~T~C, IN!'ORYAT/ON eS PBR BUILDER SINiTIRY SYSrEY BAS BIIN PROPERLY IBANDONED. -!1?EtYNC /ELL lNSL9l ROUSE BAS BEEN PROPBRLY IBANDONBD. w 4 I, lk >~ Iw r o a~z ~ti M ~ F r~ _ S~ ~8 r~1 ~~ ss.4 , ~ , « _ U ;pIJ i ~ I ~ L~`- 1= ~, s . / ,. ~'~+ ~~ ~ w ~. U ~ ~~ r ~~ 145.00 FANNING ROAD (FIBBER ROID) - (CBARLIE'S LANE) (50' IIDE) 0 O N R D 0 a0 1~ ~Q~ .4i3".~r~l ILLEN eRla: la, 18 ill I DRAIIING INFORMATION: l scALS: f ••ao' DRAIN BY.• R.I.B. rlLS No.: gale-oe Dens: euGUST ts, twos PINAL: DBCBYBER a0, 1008 LISA Yc$UILKIN • LAND sURRYINC t74 LIST r/!N STREET EISr /SIlP, N.Y. I fra0 TIE: ral-:77-seo6 rez• sat-E7T--coos suR-EY or er NLI suFFnLr itilN OF SOUTBOLD SUPPOLE COUNTY, NBI YORE SCTY: 1000-117.00-04.00-Ot2.00 LJ Permit # Permit Date REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: WIEDERLIGHT RESIDENCE Report Date: 05/77/07 Energy Code: 2000 IECC Location: Southold, New York Construction Type: Single Family Glazing Area Percentage: 23% Healing Degree Days: 5572 Construction Site: Owner/Agent: Designer/Contractor: 50 FRED STREET AND FANNING MARC F. WIEDERLIGHT FRANK NOTARO R.A. NEW SUFFOLK, NY 11956 320 MOUNT BEULAH AVE. ARCHITECNOLOGIES SOUTHOLD, NY 11971 P.O. BOX 93 631-298-1129 MATTITUCK, NY 11952 631-298-1129 Compliance: Passes Maximum UA 498 Your Home UA: 376 --> 24.5% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss: 1300 19.0 38.0 22 Wall 1: Wood Frame, 18" o.c.: 2115 11.0 21.0 87 Door 1: Glass: 8 0.310 2 Door 2: Glass: 10 0.310 3 Door 3: Glass: 22 0.310 7 Door 4: Glass: 28 0.310 9 Door 5: Glass: 30 0.310 9 Basement Wall 1: Solid Conrxete or Masonry: 520 17.0 9.0 1 Window 1: Vinyl Frame:Double Pane with Low-E: 5 0.330 2 Window 2: Vinyl Frame:Double Pane with Low-E: 5 0.330 2 Window 3: Vinyl Frame:Double Pane with Low-E: 5 0.330 2 Window 4: Vinyl Freme:Double Pane with Low-E: 5 0.330 2 Window 5: Vinyl Fmme:Double Pane with Low-E: 10 0.330 3 Window 6: Vinyl Freme:Double Pane with Low-E: 10 0.330 3 Window 7: Vinyl Freme:Double Pane with Low-E: 10 0.330 3 Window 8: Vinyl Freme:Double Pane with Low-E: 10 0.330 3 Window 9: Vinyl Freme:DOUble Pane with Low-E: 9 0.330 3 Window 10: Vinyl Frame:Double Pane with Low-E: 9 0.330 3 Window 11: Vinyl Freme:DOUble Pane with Low-E: 9 0.330 3 Window 12: Vinyl Freme:Double Pane with Low-E: 2 0.330 1 Window 13: Vinyl Freme:DOUble Pane with Low-E: 2 0.330 1 Window 14: Vinyl Freme:Double Pane with Low-E: 2 0.330 1 Window 15: Vinyl Freme:Double Pane with Low-E: 2 0.330 1 Window i6: Vinyl Freme:Double Pane with Low-E: 7 0.330 2 Window 17: Vinyl Freme:Double Pane with Low-E: 7 0.330 2 Window 18: Vinyl Freme:Double Pane with Low-E: 7 0.330 2 Window 19: Vinyl Frame:Double Pane with Low-E: 3 0.330 1 Window 20: Vinyl Frame:Double Pane with Low-E: 3 0.330 1 Window 21: Vinyl Frame:Double Pane with Low-E: 3 0.330 1 WIEDERLIGHT RESIDENCE Page 1 of 9 Window 22: Vinyl Frame:Double Pane with Low-E: Window 23: Vinyl Fmme:Double Pane with Low-E: Window 24: Vinyl Frame:DOUble Pane with Low-E: Window 25: Vinyl Frame:DOUble Pane with Low-E: Window 26: Vinyl Frame:Double Pane with Low-E: Window 27: Vinyl Freme:Double Pane wtth Low-E: Window 28: Vinyl Frame:Double Pane with Low-E: Window 29: Vinyl Frame:Double Pane with Low-E: Window 30: Vinyl Frame:Double Pane with Low-E: Window 31: Vinyl F2me:DOUble Pane with Low-E: Window 32: Vinyl Frame:Double Pane with Low-E: Window 33: Vinyl Frame:Double Pane with Low-E: Window 34: Vinyl Frame:DOUble Pane with Low-E: Window 35: Vinyl Fmme:DOUble Pane with Low-E: Window 36: Vinyl Frame:Double Pane with Low-E: Window 37: Vinyl Frame:Double Pane with Low-E: Window 38: Vinyl Frame:Double Pane with Low-E: Window 39: Vinyl Frame:Double Pane with Low-E: Window 40: Vinyl Frame:DOUble Pane with Low-E: Window 41: Vinyl Frame:Double Pane with Low-E: Window 42: Vinyl Frame:DOUble Pane with Low-E: Window 43: Vinyl Frame:Double Pane with Low-E: Window 44: Vinyl Frame:Double Pane with Low-E: Window 45: Vinyl Frame:DOUble Pane with Low-E: Window 46: Vinyl Frame:Double Pane with Low-E: Window 47: Vinyl Freme:Double Pane with Low-E: Window 48: Vinyl Frame:Double Pane with Low-E: Window 49: Vinyl Freme:DOUble Pane with Low-E: Window 50: Vinyl Freme:DOUble Pane with low-E: Window 51: Vinyl Frame:Double Pane with Low-E: Window 52: Vinyl Frame:Double Pane with Low-E: Window 53: Vinyl Frame:Doubte Pane with Low-E: Window 54: Vinyl Frame:Double Pane with Low-E: Window 55: Vinyl Freme:Double Pane with Low-E: Window 56: Vinyl Freme:Double Pane with Low-E: Window 57: Vinyl Frame:Double Pane with Low-E: Window 58: Vinyl Frame:Double Pane with Low-E: Window 59: Vinyl Fmme:Double Pane with Low-E: Floor 2: All-Wood Jois7fruss:Over Unconditioned Space: Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE 22 0.330 7 6 0.330 2 6 0.330 2 14 0.330 5 14 0.330 5 14 0.330 5 26 0.330 9 6 0.330 2 25 0.330 8 5 0.330 2 14 0.330 5 3 0.330 1 3 0.330 1 3 0.330 1 11 0.330 4 11 0.330 4 11 0.330 4 21 0.330 7 7 0.330 2 7 0.330 2 7 0.330 2 7 0.330 2 7 0.330 2 7 0.330 2 7 0.330 2 13 0.330 4 13 0.330 4 4 0.330 1 4 0.330 1 4 0.330 1 4 0.330 1 15 0.330 5 15 0.330 5 15 0.330 5 15 0.330 5 8 0.330 3 8 0.330 3 8 0.330 3 2326 11.0 21.0 65 Compliance Statement: Statement of Compliance: The proposed building design described here is consistent with the building plans, speaficefions, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version3.7 Release 1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. B ilder/Designer Project Notes: PROPOSED 2 STY. SINGLE FAMILY WITH ATTACHED 2-CAR GARAGE. ~ ~., tlr~ Date WIEDERLIGHT RESIDENCE Page 2 of 9 REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 05/17/07 Ceilings: ^ Ceiling 1: Flat Ceiling or Scissor Tmss, R-19.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: ^ Wall 1: Wood Frame, 16" o.c., R-11.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: ^ Basement Wall 1: Solid Concrete or Masonry, 6.0' hV4.0' b9/2.0' insul, R-17.0 raviry + R-9.0 continuous insulation Comments: F~cterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ^ Window 1: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Ves _ No Comments: ^ Window 2: Vinyl Frame:Double Pane with low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 3: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? Yes _ No Comments: ^ Window 4: Vinyl Frame:Double Pane wkh Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 5: Vinyl Frame:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 6: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes _ No Comments: ^ Window 7: Vinyl Freme:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? Yes _ No Comments: ^ Window 8: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Freme Type Thermal Break? _ Yes _ No WIEDERLIGHT RESIDENCE Page 3 of 9 For windows without labeled U-fadors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 50: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 51: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 52: Vinyl Frame:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Yes - No Comments: ^ Window 53: Vinyl Freme:DOUble Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Ves No Comments: ^ Window 54: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 55: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Penes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 56: Vinyl Frame:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 57: Vinyl Freme:DOUble Pane with Low-E, U-fador: 0.330 For windows without labeled U-(adds, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 58: Vinyl Frame:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ^ Window 59: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-fadors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: Doors: ^ Door 1: Glass, U-fador: 0.310 Comments: ^ Door 2: Glass, U-fador: 0.310 Comments: ^ Door 3: Glass, U-fador: 0.310 Comments: ^ Door 4: Glass, U-fador: 0.310 Comments: ^ Door 5: Glass, U-fador: 0.310 Comments: WIEDERLIGHT RESIDENCE Page 7 of 9 Floors: ^ Floor 2: All-Wood JoisVTruss:Over Uncenditloned Space, R-11.0 cavity + R-21.0 continuous insulation Comments: Air Laakage: ^ Joints, penetrations, and all other such openings in the buiding envelope that are sources of air leakage must be seated. ^ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropdate air-fight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3' Gearence tram insulation. Vapor Retarder: ^ Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identiflnatlon: ^ Matedals and equipment must be installed In accordance with the manufacturers installation instructions. ^ Matedals and equipment must 6e identified so that compliance can be determined. ^ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ^ Insulation R-values and glazing U-factors must be dearly marked on the building plans or spedficetions. Duct Insulation: ^ Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to RE.S. Duct Construction: ^ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabdc, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and loclang-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ^ The HVAC system must provide a means for balandng air and water systems. Temperature Controls: ^ Thertnosfats are required for each separate HVAC system. A manual or automatic means to partially restdct or shut off the heating and/or cooling input to each zone or Boor shall be provided. Service Water Heating: ^ Water heaters with vertical pipe dsers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a droulating system. ^ Insulate dreulating hot water pipes [o the levels in Table 1. Circulating Hot Water Systems: ^ Insulate dreulating hot water pipes to the levels in Table 1. Swimming Pools: ^ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nonEepletable sources. Pool pumps require a time dock. Heating and Cooling Plping Insulation: ^ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. WIEDERLIGHT RESIDENCE Page 8 of 9 Table 1: Minimum Insulation Thickness for Circulating Hot Water P/pes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1' Up to 1.25" 1.5" to 2.0" Over 2° 170-160 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC P(pes Insulation Thickness in Inches by Plpe Sizes Fluid Temp. Piping System Types Range(°F) 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" Heating Systems Low PressurelTempereture 201-250 1.0 1.5 1.5 2.0 Low Temperature 120.200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) WIEDERLIGHT RESIDENCE Page 9 of 9 Comments: ^ Window 9: Vinyl fmme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ^ Window 10: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 11: Vinyl Freme:Double Pane with low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 12: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes No Comments: ^ Window 13: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes No Comments: ^ Window 14: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 15: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? Yes _ No Comments: ^ Window 16: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes Frme Type Thermal Break? Yes _ No Comments: ^ Window 17: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 18: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ^ Window 19: Vinyl Frame:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes No Comments: ^ Window 20: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows wthout labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 21: Vinyl Freme:Double Pane with Low-E, U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 WIEDERLIGHT RESIDENCE Page 4 of 9 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ^ Window 23: Vinyl Freme:DOUbte Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes _ No Comments: ^ Window 24: Vinyl Freme:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 25: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 26: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 27: Vinyl Freme:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes - No Comments: ^ Window 28: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 29: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-tailors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 30: Vinyl Freme:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ^ Window 31: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes -Frame Type Thermal Break? _ Yes No Comments: ^ Window 32: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-tailors, describe features: #Panes _ Frame Type Thermal Break? Yes _ No Comments: ^ Window 33: Vinyl Frame:Double Pane with Low-E, U-Tailor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Ves _ No Comments: ^ Window 34: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: ^ Window 35: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes _ No WIEDERLIGHT RESIDENCE Page 5 of 9 Comments: ^ Window 36: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 37: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe feaNres: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 38: Vinyl Freme:DOUble Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? Yes _ No Comments: ^ Window 39: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows witfwut labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes No Comments: ^ Window 40: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 41: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Ves - No Comments: ^ Window 42: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? Yes _ No Comments: ^ Window 43: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 44: Vinyl Freme:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ^ Window 45: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Freme Type Thermal Break? _ Yes No Comments: ^ Window 46: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe feaNres: #Panes _ Frame Type Thermal Break? - Yes _ No Comments: ^ Window 47: Vinyl Freme:Double Pane with Low•E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frme Type Thermal Break? _ Yes No Comments: ^ Window 48: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Ves _ No Comments: ^ Window 49: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 WIEDERLIGHT RESIDENCE Page 6 of 9 OFt'KE UNDERWRfTERS CERTiFICA1 REQUTAEO APPROVED AS NOTED ~ DATE:~~ B.P. # 33l ~8'z2- ~IS~~FEE: BY: ~P2 NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING 3. INSULATION 4. FINAL -CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLOOD ZONE COMPLY WITH C ~~` FLOOD DAMAGE PFI~VE1~fT~i SOUTHOLDTOWN CObE. ~`^'''J~ANCY OR UNLAWFUL ;'UT CERTIFICATE ~. :. ~4 ~PANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ~~~ SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.V.S. DEC CERTIFICATION OF NAILING >I< CONNECTIONS RESaU1i~b• PLUMBING ALL PLUMBING WASTE 8 WATER LINES NEED TESTING BEFORE CCVERgiO RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-100 OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED,, ~~ GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES 2, BEFORE COMMENCEMENT OF WORK, THE GEN'L, CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3, THE CONTRACTORS SHALL SE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES 6 THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT, GEN'L CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED 7 THE SUG-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED 8 ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WiTH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK 9, DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS REFER TO CONSTRUCTION DWG'S, FOR SIZES 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONST GRADE OR LQ, 11 ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN, ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE CONSTRUCTION LEGEND ' NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWOOD, EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED) SIDING ~ 5" EXPOSURE "R&R", WEAVE ALL EXTERIOR CORNERS EXCEPT WHERE NOTED ALL EXTERIOR TRIM AS NOTED ON THE CONTRUOTION PLANS F' ' , I NEW INTERIOR PARTITION - 2" X 4" WOOD STdD WALLW/ 1/2" CDX INTERIOR SIDE - 1 LAYER 1/2" GYP, RD SCREWED/TAPED BOTH SIDES INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6" SQUARE pOPLAR BASE W/OGEE "ROUTE". ALL WINDOWS W/BO%I'OM SILL, U Q,N, PROVIDE MOISTURE RESISTANT GYP, BD (GREEN BD ) FOR ALL BATHROOM WALLS AND CLGS PROVIDE CEMENTWALL BD FOR ALL TI LE LEG END (NOT APPLICABLE) lOT11 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O,N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN AC/I IEATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF, ONE "BIASP 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED PROV. 8" CIA, "ZERO CLEARANCE" FLUE ONE VAUGHN 70 GAL INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, FTC , AND ONE (GAS FIRED SYSTEM), UNLESS OTHERWISE NOTED T~NO "RUUD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED. TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED. TWO HOT WATER COILS, CEILING/ FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS, NOTE' ADD ANTI-FREEZE TO ENTIRE SYSTEM, INSULATION NOTES PROV, ADDITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION NEW EXTERIOR WALLS: 2"X6" WOOD STUD, R 21 FOIL FA HIGH DENSITY INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL, NEW AI~'IC/ROOF: R-38 KRAFT-FA INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL, CRAWL SPACE, R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLS' R-21 MATT INSULATION GARAGE CEILING R-21 KRAFE-FA, INSULATION WITH PROPER WIRE TIES DEMOLITION LEGEND ...... EXISTING DECK TO ....... TO BE REMOVED ........ IEXISTING EXTERIOR WALL ........ JTO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED ELECTRICAL LEGEND NOTE' ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N Y B F,U, AND A CERTIFICATE FROM THE N Y B,F.U, IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT IFIXTURES, ALL OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL (CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA," COLOR TB,D RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP LQ, TRIIM - WHITE, ~OTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS VERIFY LOCATIONS OF ALL ELEC, DEVICES WIq~'H CLIENT DUPLEX ELECTRICAL RECEPTACLE (DUD DOUBLE DUPLEX ELECTRICAL RECEPTACLE (~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE ~)GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT ~)r=L DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE $ WALL SWITCH Ss 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDS RECESSED DOOR ACTIVATED SWITCH ~ REOESSED DOWNLIGHT (100W)" LIGHTOLIER" OR APP, LQ, ~'B EXTERIOR RECESSED DOWNLIGHT (100W) "LIGHTOLIER'"' OR APP. EQ QB CEILING MOUNTED JUNCTION BOX ~JB WALL MOUNTED JUNCTION BOX ~JB WALL MOUNTED DUAL SPOTLIGHT ~E~F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER ~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL "BROAN" HEAVY DUTY UNIT OR APP, EQUAL. <~T NEW TELEPHONE RECEPTACLE <1c NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. C,ONTROL BOX) <:]ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT, COFqTROL BOX) OSD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED q-O CENTRAL CONTROL SOX []Ds NEW DOORBELL NOTE: PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION iT,S,D THE FOLLOWING APPLIANCES TO BE RUN BY GENERAT¢OR: BOILER, HOT WATER HTR , REFRIG., KITCHEN DN LTS, &i FOYER LT PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND ~/ENTING AS INDICATED ON CONSTRUCTION PLANS FOLLOW ALL NEEOESSARY N,Y S AND LOCAL PLUMBING CODES THAT APPLY TO W¢ORK TO BE COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES I FOR WINTERIZATION, REF, TO OONSTRUCTION PLANS FOR FIXTURE TYPES ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ~A%I ENUATING INSULATION (TYP. ALL AREAS) DRIVEWAY NOTIFY OWNER IN CASE OF RELOCATION FIXTURE LIST KOHLER K-3386 RIALTO (TOILET) KOHLER K-2907 THOREAU LAVATORY (VANITY SINK) KOHLER L-15261-4 OORALAIS (BATH FAUCET) PROV 32" X 60" AMERICAN STANDARD CAST IRON TUB (WHITE) ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND AI~ENUATING INSULATION (TYP ALL) OWNER TO SELECT STYLES OF FIXT INCLUDING THE FOLLOWING' SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT , & SHOWERI CONTROLS FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES OF FIXTURES SELECTED, ALL FIXTURES TO BE PURCHASED AND INSTALLED BY T'HE PLUMBER, HT FROM MEAN __~-GRAD~E TO~MID-~RIDG E TOP OF AI~IC ~FLOOR/DECK TOP OF UPPER WINDOW DOOR SCHEDULE FIRST FLOOR DOOR ¢ WIDTH: HEIGHT: DOOR MAT'L OPERATION' LOCATION, (~ 3'-0" 6'-8" THERMATRU W/ RIGHT SWING ENTRANCE SIDE LTS (~ 2'-4" 6'-8" MASONITE LEFT SWING POWDER RM, (~) 2'-6" 6'-8" MASONITE RIGHT SWING LAUNDRY NM, (~ 2'-4" 6'-8" MASONITE LEFT SWING BASEMENT (~)PAIF 5'-0" B'~8" MASONITE BBb POCKET DINING ROOM INTERIOR/EXTERIOR TRIM INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WOBMO01 WINDOW SILL: ,(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER WINDOW & DOOR CASING WOMB001 , WOOS001 CROWN MOLDING, WOCM001 - VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED EXTERIOR AZ. EK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM, 5/4" X 8" AZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM: 5/4" X 3" V I F AZEK SOFFIT MATERIAL 1/2" X 5 1/2" AZEK BEABBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE, PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS' CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SNKS' THOREAU UNDERCOUNTER LAVATORY - K-2907-4U SINKFAUCETS: FORTE WIDESPREAD LAV FAUCET - K-10272-4G SHOWER TRiM KIT' FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV, ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK' UNDERTONE - K-3183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES FIRST FLOOR ROUGH ROUGH ANDERSEN REFER. NO, OPENING OPENING QUANTIqT~ MISO, NOTES WIDTH HEIGHT ~I RS2838 2' 4 1/2" 3'-2 1/2" 2 SKYLIGHT (~ I CTR4010-2 8'-1" 1'-0 1/2" I VIF TABLE 1609 4 REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANEEL LOCATIONS. I 1/2" ¢8 WOOD SCREWS 6'-0" < PANEL 6'-0" < PANEL 2'-(0" < PANEL SPAN SPAN < 8'-0" SPAN < 6'-0" ALTERNATIVE FOR OPNG. PR(OTECTION WEST ELEVATION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS~ OF 7/16" TWO STORY BUILDINGS PANELS NOTE' CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS DRAWING LIST A-N DRAWING NOTES A-1D 1st FL. DEMOLITION PLAN A-2D ELEVATION DEMOLITION PLAN A-0 FOUNDATION PLAN A-1 1st FL. CONSTRUCTION PLAN A-1.11st FL, FRAMING PLAN / DETAILS A-2 2nd FL. CONSTRUCTION PLAN A-2.12nd FL. FRAMING PLAN A-2.22nd FL. CLG. FRAME PLAN A-2.3ROOF FRAMING PLAN A-2.4ROOF PLAN A-3 BUILDING SECTION A-3.1BUILDING SECTION A-4 BUILDING ELEVATIONS A-4.1BUILDING ELEVATIONS A-4.2BUILDING ELEVATIONS A-4.3BUILDING ELEVATIONS A-5 INTERIOR ELEVATIONS A-6 ENERGY CALCULATIONS A-7 NAILING SCHEDULE/ PLUMBING RISER DIAGRAM SHALL BE PRECUT TO COVER GLAZED OPENING3 WITH A~-ACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1,4 ABC 1609,6,5 AND TABLE 1609 1,4) TABLE 1609.1.4 WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS QTY 4 3~-0'' X 2' 8" PANEL LEGEND (REFER TO TABLE 1609.1.4) PANEL SIZE REF, TYPE AND ¢ OF SCREWS WIDTH I HEIGHT QTY ¢8 SCREWS ~ 16" O C "A" HORIZONTAL - 6 VERTICAL - 4 2'-10" X 3'-6" 3 "B" #8 SCREWS ~ 16" 0 C "El" HORIZONTAL - 4 VERTICAL - 4 2'-6" X 5'-6" 1 "C" ¢8 SCREWS @ 12" O C "C1" HORIZONTAL - 6 VERTICAL - 10 3'-6" X 6'-10" 3 "D" ¢8 SCREWS @ 12" O C 'O1" I HORIZONTAL - 6 VERTICAL - 10 3'-4" X 7'-2" 4 "E"[ ¢8 SCREWS @ 12" O,C. "El" HORIZONTAL - 12 VERTICAL - 10 3'-6" X 7'-2" 2 "F" ¢8 SCREWS @ 12" O,C, (1 ) 1 '-10" X 7'-2" "Fl" HORIZONTAL - 16 VERTICAL 10 (2) 4'-0" X 7'-2" I QTY- 3 QTY- 3 2'-10" X 5'-11" QTY- 3 3' 6" X 5' 3" QTY 1 (2) 3'-2" X 5'-7" QTY 3 QTY- 1 (2) 3'-2" X 6'-3" QTY- 3u4'' X 3'-0" 31 QTY 2 3'-2" X 5'-8" (2) 2'-10" X 4' 3" (2) 2' 3" x 8'-0" ' II OFFICE SET 5.14.07 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPER~Y OF THE ARCHITECT NO 0 > O~ ~0 0 0 0 0 1/4"= 1 '0" CONSTRUCTION NOTES DEMOLITION LEGEND EXISTING DECK TO TO BE REMOVED EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED EXISTING CONCRETE BLOCK STEPS TO BE REMOVED EXISTING BRICK FACE AROLJND PERIMETER OF HOUSE TO BE REMOVED EXISTING CONCRETE PATIO ~ND STEPS TO BE REMOVED EXISTING WOOD DECK AND STEPS AND FOOTINGS TO BE REMOVED ................... E ~ 4 .............................. I ~ ~ ........................... ~PROV OPENING WITHIN EXISTING FOUND WALL FOR NEW ACCESS PANEL D ~ o o o o o EXISTING FOUNDATION WALL & · BRICK FACE TO BE REMOVED, EXISTING F,J, TO SE CUT EXISTING CONCRETE PATIO & STEPS TO BE REMOVED FOUNDATION DEMOLITION PLAN EXISTING BRICK FACE AROUND z ~z 0 D O~ ~0 0 0 0 0 Z Z Z Z - 0 q o o 1/4"= 1 A-D DEMOLITION LEGEND EXISTING DECK TO TO BE REMOVED EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED EXISTING 2" X 4" WD, STUD WALLTO REMAIN EXISTING TOP PLATE TO BE REMOVED, WINDOWS TO BE REMOVED (TYP ALL) EXISTING CONC, STOOP~ TO BE REMOVED. EXTERIOR BRICK TO BE REMOVED ~ AND TILE TO BE REMOVED EXISTING C J, TO BE REMO)VED PROV TEMP SUPPORT FOIR ALL EXTERIOR WALLS KISTING R R, ABOVE TO BE REMOVED INTERIOR DOORS TO BE REMOVED ~ .................................... EXISTING SLIDER TO EXSTING BATH FIXTUIRES --_ .... Z_----Z-- ............................ _---i BE REMOVED AND TILE TO BE REMtOVED ....................................... EXISTING EXTERIOR ~VALL ..................... - T-q TO BE REMOVED. ............................. J I I EXISTING EXTERIOR __-----------iZ ZZ_-Z ....... _- ....... i i i WINDOWS TO BE RENVIOVED EXISTING WOOD FL TO BE REMOVED SHEETROCK ON WALLS & CLNG. TO BE REMOVED --iT] II II I EXISTING C J TO BE REMOVED EXISTING C.O. TO BE REMOVED BE RFMOVFD II PROV TEMP, SUPPORT FOR ALL EXTERIOR WALLS, ~EXISTING INTERIOR WALL TO ( I I ½ .... H I I EXISTING HEARTH AND FACE OF % [J \~ Ill t INTERIOR DOORS TO BE REMOVED , EXISTING C.J. TO BE REMOVED EXISTING C,d, TO BE REMOVED PROV TEMP, SUPPORT FOR ALL EXISTING 8' C H EXTERIOR WALLS, EXISTING R,R ABOVE TO BE REMOVED SHEETROCK ON WALLS & CLNG, TO BE REMOVED i TO BE REMOVED EXISTING C J TO) BE REMOVED EXISTING R.R. ABOVrE TO BE REMOVED EXISTING CONC. STOOPI %EXISTING BAY AND WINDOWS ___ d TO BE REMOVED TO BE REMOVED I ~'~Ti~D2" X 4'' WD. STUD WALLTO REMAIN EXISTING TOP pLATE TO BE REMOVED xEXISTING 2" X 4" WD. STUD WALL TO REMAIN. EXISTING TOP pLATE TO BE REMOVED TO BE ~.GARAGEDOOR REMOVED, l OFFICE SET ! 5.14.07 Jo D BO 0 0 0 0 0 0 0 0 o o ¢ 1/4": 1 'O" 1 ST. FLOOR DEMOLITION LEGEND :_-_-ZZZZZZZ: ]EXISTING DECK TO JTO BE REMOVED ....... EXISTING EXTERIOR WALL ....... JTO BE REMOVED EXISTING DOOR/VVlNDOW TO BE REMOVED WEST ELEVATION (EXISTIN~ ~ BAY, WINDOWS AND FOUNDATION WALL BELOW THE BAY TO BE REMOVED, EXISTING BRICK FACE AROUND /PERIMETER OF HOUSE TO BE REMOVED E:X(ISTING CONCRETE PATIO Ah'ID STEPS TO SE REMOVED, EXISTING BRICK FACE AROUND OF HOUSE TO BE REMOVED ~,EXISTING EXTERIOR WlNDOWB & DOORS TO BE REMOVED FRONT ELEVATION (JEXISTING) SOUTH ELEVATION (EXISTING)_ -~EEEEEEEEEEE~EEE~EEEEEE~EE~EEE~E~EEE~EEEEEEEEEEEEEEEEEE~EEEEEEEEEEEEEEEEEEEEEEEEEE~ /~ %% EXISTING ROOFING & R R TO f - ..................................... ~EEEE-E ................................. EXISTING BRICK FACE AROUND )F HOUSE TO BE REMOVED EAST ELEVATION (EXISTING) OFFICE SET 5.14,07 O IIio z (J')z © Z mm O~ 0 0 0 0 Z Z Z Z ELEVATION P~N A-D.2 21' 8" P GONG FOUNDATION WALL ~' WITH 1'-4" W X 1'-0" D P COHO FOOTING (CONT) W/W,,W~,M IN /,WALLAND FOOTING. 36 BELOW FIN GRADE PROV. "WATCHDOG" WATER PROOFING ALONG PERIMETER OF FOUND WALL BELOW FIN GRADE INCLUDING PARGED JOINT BETWEEN FOUND / WALL AND FOOTING (TYP, ALL AREAS) PROV- CONT 2~2"X 10"ACC GIRDER BOLTED TO 4' POST (TYPICAL ALL) PROV, 8" DIAN P, CONG. CASON ON TOP OF A 1'6" X 1'6" 10" DEEP POURED CONC FTNG, 0WP ALL) PROV, WATCHDOG WATER PROOFING ALONG PERIMETER OF FOUND, WALL BELOW FIN, GRADE INCLUDING PARGED JOINT BETWEEN FOUND, WALL AND FOOTING EXISTING BASEMENT STAIR TO BE REPLACED WITH NEW WD FR STEPS. EXISTING CONC WALL TO BE REPAIRED, PROV. 8" DIAN P CONC CASON ON TOP OF A 1'6" X 1'6" 10" DEEP POURED GONG, FTNG (TYI~, ALL) 8" P GONG FOUNDATION WALL WITH 1' 4"W X I'-0"D P C;ONC FOOTING (CONT,) W/W W.,M. IN WALL AND FOOTING, 36~ BELOW FIN. GRADE PROV, DBL 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP, PERIMIETER) PROV. 1/2" DIA X 10" L STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO~ CONCRETE @ NO MORE THAN 3'-0" O C, @ 1'-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND. PERIMETER) COMPACTED FILL W/W,W,M 6" X 6" REINFORCEMENT (TYP, ALLAREAS) PROV 4" X 4" ACC POST (TYPICAL ALL) II I , II '1 '1 II I ,I ii I II 17i-4" I' II I I J II 4" P CONCRETE SLAB ON CLEAN 11' 8" COMPACTED FILL W/W.W,M 6" X 6" REINFORCEMENT (TYP. ALLAREAS) PROV, 3 #5 TIE RODS 4" DIA. STRUCTURAL STEEL COL, 17'-11" SLOPE - SLOPE OPRNING PROV. INSULATED ACCESS PANEL, PROV. 3 #5 TIE RODS, OPENING PROV, INSULATED ACCESS PANEL 10'-10" ~ I-- 10' 11" 6 %~2~/ TANK ("SUPERSTORE" OR APP, EQ ) 12' 11" WELL PROV 3 #5 TIE RODS, EXPANSION TANK 13'-10" TOP OF NEW FOUND WALLTO NITH TOP OF EXISTING CLEAN C,OMP FILL I 33' 17' 1" PROV, DBL 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP, PERIMETER) PROV 8" C M,U FOUNDATION WALL q EXISTING GARAGE OPENING PROV, NEW STL DOWELS INTO EXISTING FOOTING (NEW WALL CONNECTION TO EXISTING FOOTING). @ 16" O C, 6" P, CONC FOUNDATION WALL WITH 1'-4" W. X 1 '-0" D P. COHO FOOTING (CONT,) W/WW M. IN WALL AND FOOTING, 36" BELOW FIN GRADE 8" P GONG, FOUNDATION 'WALL WITH 1'-4" W, X 1'-0" D P C¢ONC FOOTING (CONT.) W/W.W ,M. IN WALLAND FOOTING 36" B~ELOW FIN GRADE (FLUSH W/EX., WALL) (V,I.F) PROV 8" DIAN P CONC CASON ON TOP OF A 1 '6" X 1 '6" 10'"' DEEP POURED GONG, FTNG ¢FYCP ALL} PROV, DBL, 2" X 6" SILL PLATE TOP OF (TYP, PERIMETER) PROV DIA. X 10" L. STEEL ANCHOR BOLTS FOR SILL FL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O C @ 1 '-0" AWAY FROM EACH CORNER FOUNDATION PLAN 4" P, COHO SLAB 1/8" / FT, SLOPE PROV, W,W.M, IN SLAB OVER GRAVEL TAMPED BASE PROV, HAUNCH SLAB GARAGE OPENING PROV 1/2" DIA X 10" b STEEL ANCHOR BOLTS FOR SILL FL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE ~ NO MORE THAN 3'-0" CC @ 1'-0" AWAY FROM EACFI CORNER (T~PICAL AROUND FOUND. PERIMETER) 8" P GONG, FOUNDATION WALL FOOTING (CONT,) W/W,W M. IN / WALL AND FOOTING, TOP OF NEW FOUND, WALL TO ALIGN WITH TOP OF EXISTING OFFICE SET 5.8.07 It. lo zz 0 > 0 D 0 ~ q o o FOUNDATION A-0 SUNROOM 11L6" X 16~-8'' PROV 10" W "SQUARE" FIBERGLAS STRUCTURAL COL. W/RAISED PNL, TRIM KIT (TYPICALALLCOLUMNS) PROV, "IPE" IRONWOOD DECKING 6" W, (TYPICAL ALL DECKS). DECK BEDROOM 1 1 '-9" X ~ 9'-9" ISEC. "B" !W MODUL SHOWBR I i® SEC. "A" DEN 11 '-6" UP UP GR~AT RM. SEC. "C" I, FLUSH HEARTH ' NEW FRONT FINISH ' I DINING RM. 15' 8" X 19L6" FOYER BUILDING ENVELOPE NB 3a :1 GARAGE 24L0'' × 24'-0" OFFICE '1 II FIRST FLOOR PLAN JB/F GFI TCHEN II I' LAUNDRY RM. 6'-6" X 7L6'' TOTAL HOUSE AREA = 2,328 SQ.FT. TOTAL SUNROOM = 232 SQ FT TOTAL GARAGE : 530 SQ.FT. ROOM BLUESTONE 1/4" SPACIFN]G l'X1'&1'X2' ~CULTURED STONE FA. OFFICE SET 5,8,07 10d NAILS OR 16d SINKERS STRONG-WALL SHEARWALL PRE-ATTACH EE PHD6 WITH 12 SDS 1/4 X 3 REF TO A-3 FOR PILING TO -- GIRDER CONNECTION. METAL FASTENER SCHEDULE (EXAMPLE) (ALL STRAPING TO BE @ 16" O,C.) TRUSS/RAFTER FO TOP PLATE (RPS4) TRUSS BRACING (MTS12) D TO STUD (0S16) ;TUD TO BAND JOIST (CS16) HEADER ANCHORAGE _STA18) 11 7/8" BOX BEAM SLLL PLATE TO DOUBLE GIRDER (BP) PROV, METAL FLASHING AT ALL WINDOW SILLS, (TYP ALL LOCATIONS) RIDGE KANT-SAG LSTI22 OR iIMFSON LSTA21 STRAP 10d X I 1/2 FASTENER (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER), CONNECTION OF RIGDE BEAM TO ROOF RAFTER (EXAM PLE) SIMPSON HL35 HEAVY-DUTY ANGLE BRACKET DEL MICROLLAM HEADER CORNER CONNECTION (EXAMPLE) I SCREW THROUGHI EACH FLANGE 75" X 33 MIL X- BRACING (EXAMPLE) CLIP ANGLE (BOTH SIDES OF CONNECTrON) MIN. LENGTH = JOIST MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) WALL S HEADER STUD CONNECTION OF WALL TO WINDOW HEADER CONNECTION OF WALL ?"X 6" STUDS JACK ~ STUDS CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) ROOF TRUSS DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATIHG (3) 2"X 10" HEADER CONNECTION OF TOP WALL PLATE TO WALL STUD, (EXAMPLE) STUD SHEATING TO TOP PLATE. JACK STUDS CONNECTION OF WINDOW TO EXTERIOR WALL SIMPSON LSTA18 STRAP WITH (12) 1 Od FASTENER. CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) JOIST )R FRAMING TWO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 1 Od X I 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. (EXAMPLE) (2) 2" X 4" TOP PLATE X 8" BLOCKING 2" X 10" RAFTER i MTS12 STRA[ (7) 10d X I 1/2 FASTENER TO STUD AND RAFTER BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) WALL STUD -- WALL STUD BOTTOM PLATE BAND JOIST DER FLOOR SUPPORT BEAM ~ CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA18 STRAP WITH (12) 1 Od FASTENER CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING. (EXAMPLE) RIM BOARD 2" X 10" ACQ, "GP - FIBERSTRONG" RIM BOARD (NEW ADDITION AREA ONLY) 2" X 10" F,J, - @ 16"OC (NEW) PROV 2"X 10" BLOCKING~ BLOCKING @ 4' O C @16"O.C (NEW) II SISTERED TO EXISTING F,J PROV I 1/8" X 10" "GP - FIBERSTRONG" RIM BOARD (NEW ADDITION AREA ONLY) FIRST FLOOR DECK FRAMING PLAN PROV I 1/8" X 10" "GP - FIBERSTRONG" RIM BOARD. (NEW ADDITION AREA ONLY) EXISTING 3- 2" X 10" GIRDER OFFICE SET 5.8.07 zz 0 D 0 0 0 0 Z Z Z Z SCALE, 1/4"= 1 '0" DWG, NAME: FIRST FLOOR DETAILS P~ DWG NO M. BATH 13~-0" X 15~-4" TOILET RM. 5' 0" X 5~-4'' CLOS. 10'-7" X 12'-7" ISEC."B" -o 0 M. BEDROOM SEC."A" DIECK bi "A" STU DY ,~L--~--~;:~ ~'~. 242 SQ FF ICLOS. 6'-0" X 7' 0" BATHROOM BEDROOM .... SEC. "B'l 17 SEC. "C" SECOND FLOOR PLAN 2ND FLOOR AREA = 1,300 SQ.FT. SEC. "A" PROV WHOLE HSE FAN WITH THERMOSTATIC CONTROLLE J WITHIN THE ATFIC SPACE AT THIS LOCATION /"-O~LNov~O"/ ...... SEC. "B"I TO BELOW~ SEC. "A" M EZZAN I N E ¢" "":' ~ 80 SQ. FT, OF MEZZANINE ABOVE= 1/3 OF SPt, CE BEL~/~ "t OFFICE SET 6.6.07 DBL, I 3/4" X I I 7/8" LVL MICROLLAM FLUSH WITH FLOOR JOI~TS) PROV DBL I 3/4" X 11 7/8" LVL MICROLLAM RIM JOIST, ( PROVIDE ONLY WHERE DBL, SHOWN, PROV, DOUBLE I 1/2" X 11 7/8~' F J UNDER ALL PARTITIONS BLOCK AS REQUIRED (TYP ALL AREAS), PROV CONTINUOUS I 3/4 X 11 7/8" "GP - FIBERSTRONG" RIM BOARD. EXCEPTAREAS OF OPENINGS (TYP ALL PERIMETER AREAS) PROV 2- I 3/4")K 11 7 MICROLLAM HEADER THAN 2ND FLOOR JOISTS 2 1/2"X 11 7/8" WI 60~ -@16" O,C, (TYP, ALL) PROV 2- I 3/4"X 11 7/8" LVLHIP /BEAM (TYPICAL) PROV CONT, CUT 2" X 10" SUB FASCIA (TYP ALLAREAS), I I i 2 1/2" X 11 7/8" WI 60~ -@16" O.C (TYP, ALL) 3 - I LVL PLTS 2 1/2" X 11 7/8" WI 60~ -@16" O.C (TYP ALL)' 2 1/2" X 11 7/8" Wi 60~ 3- I 3/4"X 11 7/8" LVL MICROLLAM WITH 2- 3/8" -@16"OC (TYP ALL) -@16" O.C {TYP. ALL) DBL 7/8" MICROLLAM FLUSH FLOOR JOI~TS) ~@16"OC (TYP, ALL) 2 1/2" X 11 7/8"wl 60~ -@16" O,C, (TYP, ALL) 2 1/2" X 11 7/8" WI 60~ -@16" O C (TYP, ALL) 2 1/2" X 11 7/8" WI -@16" O,C (TYP ALL) P. LOAD P LOAD 2 1/2" X 11 7/8" WI 60~ -@16" O C (TYP ALL) LOAD -@16" O C, (TYP, ALL) -@16" O,C (TYP, ALL) 2 1/2" X 11 7/8" WI 60~. '@16" O C (TYP, ALL) 2 1/2" X 11 7/8"' WI 60~ -@16" O C, (TYP, ALL) PROV CONTINUOUS I 3/4" X 11 7/8" "GP ~ FIBERSTRONG" RIM BOARD EXCEPT AREAS OF OPENINGS, (TYP ALL PERIMETER AREAS) 3 I 3/4" X 11 7/8" W/ 2- 3/8'~ STL, PLTS, "BE%I ER HEADER" PROV DBL I 3/4"X 11 7/8" LVL MICROLLAM RIM JOIST ( PROVIDE ONLY WHERE DBL, SHOWN, PROV 2 - 1 3/4" X 11 7/8" HEADER AT ALL WALL, DOOR AND WINDOW OPGS. U.O.N, (TYP. ALL AREAS) EXTEND HEADER 6" ON BOTH SIDES OF OPNG, (TYPICAL ALL) PROV CONTINUOUS I 3/4" X 11 7/8" "GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), 2ND FLOOR DECK FRAMING PLAN IDBL I 7/8" =LUSH PROV DBL I 3/4"X 11 7/8" LVL MICROLLAM RIM JOIST ( PROVIDE ONLY WHERE DSL, SHOWN, PROV. DOUBLE I 1/2"X 11 F.J. UNDER ALL PARTITIONS BLOCK AS REQUIRED. (TYP ALL AREAS), PROV 2-1 3/4"X 11 7/8" HEADER AT ALL WALL, DOOR AND WINDOW ~ OPGS, U,ON. (TYP. ALL AREAS) EXTEND HEADER 6" ON BOTH SIDES OF OPNG (TYPICAL ALL) I 3/4"X 11 7/8" LVL MICROLLAM FLUSH FLOOR JOI~TS) ~PROV DBL I 3/4"X 11 7/8" ~LVL MICROLLAM RIM JOIST. ( PROVIDE ONLY WHERE DBL, SHOWN OFFICE SET 5.8.07 zz 0 O0 D o o o 2ND. FLOOR P~N PROV 2-2"xl0"HEADERAT ALL WALL, DOOR AND WINDOW OPGS U,O,N (TYP, ALLAREAS) EXTEND HEADER 6" ON BOTH SIDES OF OPNG (TYPICAL ALL) o il PROV 3 LVL MICROLLAM HEADER I WITH F,J, PROV, 2 - 2" x 10" HEADER AT ALL WALL, DOOR AND WINDOW OPGS. U.O.N. (TYP ALL AREAS) EXTEND HEADER 6" ON BOTH SIDES OF OPNG TYPICAL ALL) DBL. I 3/4" × 9 1/2" LVL MICROLLAM FLUSH W TH FLOOR JOISTS} 2ND FLOOR CEILING FRAMING PLAN PR(©V, 2 - 2" x 10" HEADER AT DOOR AND W~NDOW OP(GS. U O N (TYP. ALLAREAS) EXqFEND HEADER 6~' ON BOTH SIDES OF OPNG OYPICALALL) I ~/~OPEN TO BELOW~ M EZZAN I N E 2ND FLOOR AREA = 110 SO.FT. OFFICE SET 5.8.07 © LLIo ~ LI.I z (..Dz 0 z~- I-' ._1 ~r /o o o o E E ~ - ~ q o q SCALE 1/4"= 1 '0" DWG NAMS' 2ND. FLOOR P~ A-2.2 I 8/4" X 11 7/8" LVL HIP BEAM (TYPICAL) PROV, 2 - I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL) PROV 2~ I 3/4"X 11 MICROLLAM HEADER o 0 P LOAD ¢4) 16" O C 2- I 3/4" X 1 1 7/8" £1 PROV 2 - 1 3/4" X 11 7/8" LVL HiP //' BEAM ¢FYPICAL) I DBL 2" X 12" R,R PROV, 2 - I 3/4" X 1 1 7/8" L~L IHIp BEAM (TYPICAL) I P LOAD 2- I 8/4" X 11 7/8" LVL RID~ P, LOAD P LOAD P LOAD 2" X 12" R,R, @ 16" O.C PROV. 1 - I 3/4" X 1 1 7/8" LVL RIDGE BEAM P. LOAD 2" X 12" R,R, _. PROV CONT, CUT 2" X 10" SUB FASCIA (TYP. ALL AREAS) I 3/4" X 1 1 7/8" PROV, 8 I 8/4"X 11 7/8"LVLHIP BEAM (TYPICAL) ROOF FRAMING PLAN PROV CONT CUT 2" X 10" SUB FASCIA (TYP ALLAREAS), PROV. 2 - I 7/8" LVL HIP BEAM (TTPICAL) PROV ~CONT CUT 2" X 10" SUB FASCbA (TYP ALLAREAS) PROV 2- I 3/4"Xll 7/8"LVLHIP BEAM (TYPICAL) DBL, 2? X 12" R,R PROV 2- I 3/4"Xll 7/8"LVLHIP BEAM I (TYPICAL) ~/~OPEN TO BELOW-'~ M EZZAN I N E 2ND FLOOR AREA = 110 SQ,FT. OFFICE SET 5.8.07 0 O0 > 1/4" = 1 '0" PROPOSED FRAMING P~N A-2.3 42 O-~Q 0 O O ~ 0 ~0 0 O 0 O O 0 0 O~O © 0 O 0 DE~CK ROOF PLAN ~OPEN TO BELOW~ M EZZAN I N E 2ND FLOOR AREA = 110 SQ.FT, OFFICE SET 5.8.07 0 0 0 0 z z z ~0 PROPOSED P~N A-2-4 PROV, 10" DIA SQUARE FIBERGLASS STRLJDTURAL COLUMN W/APPLIED (TYPICAL ALL AREAS), PROV "LIFETIME" "GAF" ASPHALT SFIINGLES (TYp, ALL AREAS) OVER 15 LB, FELT, (COLOR T B D,) PROV, "W~ATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO~FOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), OD ALL ,~ FLOORING PLAN 3/4" X 11 7/8" GP-LAM LVL RIDGE BEAM ROV, 2 - I 3/4" X 11 7/8" "GP LAM" R ABOVE ALL WINDOW & DOOR OPENINGS IN LIEU OF GP- "FIBERSTRONG" RIM BOARD, CTYP, ALL PERIMETER AREAS), PROV 2 - I 3/4" X 11 7/8" "GP LAM" LVL HEADER ABOVE ALL WINDOW & DOOR OPENINGS IN LIEU OF GP- "FIBERSTRONG" RIM BOARD. (TYP, ALL PERIMETER AREAS), SUB-FLR, (TYp. ALL AREAS) PROV, WATER BARRIER BETWEEN FOUNDATION WALL & RIM JOIST BUILDING SECTION PROV I I 3/4"X 11 7/8" LVL 3E BEAM 2" X 10" R.R 9" O C. AS) PROV ! PLY, SHEATHING L ROOF AREAS), ~IGH DENSITY FOIL FACE ION, (TYP ALLAREAS) 6" WHITE ALUMINUM GU I~ER AND LEADERS (TYPICAL ALL AREAS), PROV 9CIA BD, AND APPLy 2 COATS "BENJAMIN-MOORE" PAINT OR APP EQ (TYP, ALL AREAS) PROV, CONT "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" PROV. 6" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP EQUAL R - 21 HIGH DENSITY FOIL FACE INSULATION (TYp ALLAREAS) 9' H, 2" X 6" WOOD STUDS W/ 1/2" CDX PLYWOOD SHEATHING. SISTERED TO EXISTING B' H, 2" X 4~' WD STUDS PROV. "TYVEK DRAIN WRAP" (TYP. ALL) PROV DBL, 2" X 8" SILL PLATE ON TOP OF FOUNDATION WALL, ( TYPICAL ALL PERIMETERS) GRADE / CONCRETE CEMENT (TYPICAL ALL EXPOSED AREAS) OFFICE SET 1 5.08.07 © 7 oz SCALE 1/4"= 1 '0" DWG, NAME' BUILD~NG A-3 ~.~TOP OF UPPER ROOF TOP OF ATTIC ~-- FLOOR/DECK __ ~,~-TOP OF UPPER WINDOW (VARIES) TOP OF 2ND ~FLOOR/DECK ~.~-TOP OF LOWER WINDOW ~TOP OF FIRST FL PROV "AZEK" LOUVER VENT W/ SCREEN (TYPICAL BOTH SIDES) PROV 5/4" X 6" "AZEK" FRIEZE BD, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ. (TYP BOTH SIDES) "ZERO CLEAR" FLUES FOR BOILER AND FIREPLACE W/COVERING pROV, S/S CHIMNEY GAP, PROV, 5/4" X 6" "AZEK" FASCIA BD FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN MOORE" PAINT OR APP. EQ, (TYP, ALL AREAS) PROV "CULTURED STONE FA, ALL SIDES W LEAD FLASHING AT ROOF., OVER 8" CONC BLOCK CONST, PROV. 5/4" "AZEK" BOARD TRIM FILL ALL HOLES AND APPLY 2 COATS OF "BENJAMIN-MOORE" PAINT OR APP EQUAL PROV, CRICKET (5/12 PITCH) BEHINID CHtMNRY PROV, "WEATHERWATCHP UNDERLAYMENT AND ROOFING, WEST ELEVATION PROV "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP ALLAREAS) OVER 15 LB FELT, (COLOR T.B,D.) OFFICE SET 5.8.07 zz 0 <m > D o o o o ~ ~ q q SCALE, DWG NAME: FRONT DWG NO A-4 SOUTH ELEVATION OFFICE SET 1 5.08.07 o~ z ~ 0 0 Z Z SOUTH J L PROV KAREY' CASTLE SCREEN DOORS "CERTAINTEED" OR APP EQUAL EAST ELEVATION OFFICE SET 4.16.07 0 0 0 LL LL b Z Z Z 0 0 0 SCALE, 1/4" = 1 '0" EAST A-4.2 20' 2'-10" iZ ROOF SHINGLES (TYP, ALL AREAS OVER 1~,5 LB FELT, (COLO,,R T.B D ) PROV, WEATHERWATCH UNDER- EDGE OF ROOF UP 2' 0" (TYPICAL) ALL ROOF SECTIONS), LEADERS, C~'PIQAL ALL AREAS) N'~ PROV, CONT "AZEK" BEAD BOARD SOFFIT W/ SCREENED 1" VENT (TYPICAL ALL AREAS) PROV e 3" "AZEK" FRIEZE BD OVER 5/8"ACQ PLYWD. BLOCKING W/CONT, BENT WHITE COIL FLASH FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ (TYp ALL AREAS) PROV 5/4" X 8" "AZEK" CORNER BD OVER 5/8" ACQ PLYWD. BLOCKING W/CONT BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP LQ, (TYP ALL AREAS) PROV 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP, EQUAL BEVELED BLUESTONE LEDGE PROV CONT. FLASHING FROM BEHIND SIDING TO BOTTOM FRONT EDGE OF BLUESTONE, CULTURED STONE (STYLE AND COLOR TO BE DETERMINED) NORTH ELEVATION OFFICE SET 5.8.07 THESE D PC,WIN G $ AS INSTI~U MENTS OF SERVICE, © zz D 1/4"= 1 '0" NORTH A-4.3 ~TOP OF UPPER ROOF ~TOP OR ATTIC FLOOR/DECK 24' 9" ~-TOP OF UPPER WINDOW F) ~_TOP OF ATTIC FLOOR/DECK ~TOP OF LOWER WINDOW (VARIES) 91 f BUILDING SECTION "A" BUILDING SECTION "B" OFFICE SET 5.08.07 © © ~ >- 0 o T <~~ .j ...1o D _m SCALE' 1/4"= 1'0" DWG NAME: INTERIOR ELEVATION SECTIONS DWG, NO ' A-5 GENERAL NOTES 1 FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS 5750 COINCIDENT WET-BULB TEMP 73 SUMMER DESIGN DRY-BULB TEMP, -- 83 WINTER DESIGN DRY-BULB TEMP 6 GLAZING "U" FACTOR = 0 45 CEILING "R" VALUE = 0 45 EXTERIOR WALL R VALUE = 0 45 FLOOR "R"VALUE = 045 TOTAL EXTERIOR WALL SQ,FT. 2,115 SQ,FT TOTAL WINDOW SG FT, 470 SQFT TOTAL DOOR GLASS AREA 142 SQ,FT FENESTRATION AREA 612 / 2,115 X 100 = 29 WWR TOTAL SQ,FT, AREA -- 3,628 SQ,FT, MINIMUM EQUIPMENT PERFORMANCE EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE OIL FIRED STEAM AND DOE 10 CFR PART 430 HOT WATER BOILERS SUBPART B, APPENDIX N, AFUS 80%b'd < 300,000 BTU/H, GENERAL FLOOR PLAN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS), 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING TAPE, FLOAT, AND SAND (3-COATS), 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5~-0" RETURN ON ADJACENT WALLS & CEILING MANUFACTURED LUMBER REC. 2 LAYERS OF 5/8" FIRE RATED GYPSUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG ADJ TO WET AREAS TO HAVE WATER RESISTANT GYP BD , OR WALL TILE SET ON GONG, MD, OR APP EQ GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BE]q'ER 16" O C,, ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BE~'ER, 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED 4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8~-0" O,C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS 5 FLOOR CONSTRUCTION 3/4" T. & G PLYWOOD SUBFLOOR FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD TO FLOOR JOISTS, 6, ALL WINDOW AND DR, HDRS, TO BE MIN (2) 2"X10" UNLESS OTHERWISE SPECIFIED ALL IHT, HDRS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8 ALL BMR TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 9 ALL FLUSH BM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS 10 TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GRADE PLYWOOD PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS, 11, PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER GENERAL ELEVATION NOTES 1, EXT, FLASHING TO BE CORRECTLY rNSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES 2, GENERAL CONTRACTOR TO PROVIDE ADEQUATE Aqq-IC VENTILATION & ROOF VENTS, 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES I PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS, 2 IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES, GENERAL HVAC SYSTEM NOTES I MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3 HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 1, MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR 3, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5 7 SQUARE FEET, 4 MINIMUM OF 5,0SQ FF REQUIRED FOR GRADE FLOOR OPENINGS. 5 MIN NET CLEAR OPENING SILL HT LOCATED BSLOWADJ GROUND ELEV WINDOW WELL REQ. ALLOW FOR DR OR WINDOW TO BE FULLY OPENED. 6, MIN, OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PERMI%I ED FOR LADDER OR STEPS), 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI%FED IF IN OOMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WlNDOWAREA 30% OF GROSS EXTERIOR WALLAREA MAXIMUM MAXIMUb HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 5750 0 45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES' DESCRIPTION R-VALUE R-VALUE WALLTYPE1 10"PCONC 9~H. R-10 R 10 8"P,CONC FNDN. WALL ON TOP OF A CONT. FOOTING WALL TYPE 2 2'~X6'' W,D.STUD R - 23 R 21 2~ X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD, WALL TYPE 3 2"X4" W,D STUD R - 15 R 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, MD, ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 3B GAF TIMBERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE I 3/4"X 11 7/8" R-21 R-21 I 3/4"X 11 7/8" TGI PRO 550 FJ.@ 16"OC, CEILING TYPE I 3/4" X 11 7/8" R- 21 N/R I 3/4" X 11 7/8" TGI PRO 550 F J, @ 16" CC. SLAB 4" P CONC R - 9,2 R - 9,2 4" P,CONC,SLAB ON COMP FILL W/VV,W M 6 X 6 REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3 I (AMERICAN FOREST & PAPER ASBOCIATION CONNECTION FASTENING SPACING NO COMMON I RAFTER TO TOP PLATE (TOE-NAILED)L~16" O C 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE 0 CE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16B PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O C, 11 HEADER TO HEADER (FACE-NAILED) 16B 16" O C ALONG EDGES 12 TOP OR BO]q'OM PLATE TO STUD (END-NAILED) 2-16B PER 2 X 4 STUD 13 BOil'OM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED} 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE 0CE-NAILED) 2 16D PER FOOT 23 DIAGONAL BOARD SHEATHING I ' X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 26 FIBERBOARD PANELS 7/16" 6D 3" EDGE/6" FIELD 25/32" 8D 3" EDGE/ 6" FIELD 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 30 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 31 STRUCTURAL PANELS 1" OR LESS 8D 6" EDGE/ 12" FIELD GREATER THAN 1" 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING 1" X 8" OR 1" X 8" 2~8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 1NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE, IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ~WNEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI~'ED TO BE REDUCED TO 1-16D NAIL PER FO~OT, HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS MODE: HEATING OR COOLING 014 ROOF CEILING 0,031 UNHEATED SLAB ON GRADE 4 5 BASEMENT WALL a,b, 0 1 CRAWL SPACE WALL 0 06 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301,2 (RESIDENTIAL CODE OF NEW YORK) GROUND SNOW WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM 1,2 WINTER DESIGN ICE UNDERLAy. SHIELD FLOOD LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE HAZARD DEPTH TERMITE DECAY TEMP, REQUIRED LOAD BEARING VA~LUE OF MAP¢361030166 G EXPOSURE SOIL 3,000 PSF MODERATE TO SLIGHTLY TO 45 PSF CATEGORY120 MPH "B" "B" "SEVERE" 12" FOOTINGS HEAW MODERATE ZONE 11B = 11° YES EFFECTIVE DATE, USS-16" MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR DESCRIPTION INSULATION R-VALUE - U- FACTOR X AREA = UA CEILING R-38 0,31 1,300 SQ FT 403 INTERIOR FLOOR R-38 0,31 2,328 SQFT. 722 EXTERIOR WALLS R-21 0,31 2,1 15 SQ FT 655 TOTALAREA 5,743 SQ FT. WALLS, WINDOWS, AND DOC, RS INSULATION DESCRIPTION R-VALUE U- FACTOR X ARE~i = UA WALL R-21 Mo=0 14 2,115 SQ,FT, 296 WINDOW R= ,3 / SQ,FT 0 35 470 SQ,FT, 165 DOOR N/A 0 35 142 SQ.FT. 50 TOTAL AREA 2,727 SG FLOORS AND FOUNDATIONS DESCRIPTION . INSUL INSUL. U-FACTOR OR AREA OR DEPTH R-FACTOR R-FACTOR X PERIMETER -- UA BASEMENT WALL 2u0" R-10 0 56 2,084 SQ,FT 1,167 CRAWLSPACE WALl 2~-0" R~19 0 56 N/A UNHEATED SLAB 4" R-4 5 N/A 2,115 SQFT. N/A TOTAL PROPOSED '~UA" 1,167 DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30" 40° X 1,53 ROOF > 30°-40° X I 53 WIND SPEED 3 23,7 36 3 -30 3 -46,4 120 M/HR DESIGN CRITERIA REF. TABLE 1609,6.2.1 (1) MAIN WINDFORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOF ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF W'INDWAR£ LEEWARD WINDWARD LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30°<ANGLE < 45° 25 7 17,6 20,4 14,0 9.9 15,6 8.6 -13 4 -11 6 13,0 120 23 7 ALL ANGLES 22,8 -11,9 15.1 -7.0 -27.4 -15.6 -19 I -12,1 -41.1 ~32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS MINIMUM REQ'D PR{OPOSED USE MINIMUM REQUIRED PROPOSED SLOPE MT,/ SLOPE HT,/ FURRED HT. FUIRRED HT 1 ST. FLOOR KITCHEN 70 SQ.FT. 210 SQ,FT. 6~-8" 7~_61~ N/R 9~_0. DINING RM, 70 SQFT 306 SQ.FT. 6'-8" 7'-6" N/R{ 9'-0" GREAT RM 70 SQ.ET 372 SQ,FT, 6'-8" 7'-6" N/R 9'-0" P. ROOM N/R 30 SQ.FT, 6'-8" 7'-6" N/R 9'-0" LAUNDRY RM 30 SQ FT, 49 SQ FT. 6'-8~ 7'-6" N/R 9'-0" SUN-ROOM N/R 192 SQ.FT. 6~-8" 7'-6" N/R 9'-0" BEDROOM 70 SQ.FT 232 SQ.FT. 6'-8" 7'-6" N/R 9'-0" OFFICE N/R 64 SQ FT 6'-8" 7'-6" N/R 9'-0" GARAGE N/R 576 SQ,FT. 6' 8" 7'-6" N/R 9'-0" DEN N/R 415 SQ,FT, 6' 8" 7'-6" N/R 9'-0" FOYER N/R 36 SQ,FT 6'-8" 7'-6~' N/R 9'-0" BATHROOM 30 SQ FT 40 SQ FT 6'-8" 7'-6" N/R 9'-0" 2ND FLOOR M BEDROOM 70 SQ FT, 253 SQ.FT. 6' 8" 7' 6" N/R 8' 0" BEDROOM 70 SQ.FT, 216 SQ,FT, 5~ 7~_6. N/R 8~_0. M BATH 30 SQ.FT, 199 SQ,FT, 5~ 7L6" N/R 8~ 0" M. CLOSET N/R 133 SQ.FT. 5' 7'-6" N/R{ 8'-0" BATHROOM 30 SQ,FT 42 SQ,FT 5~ 7'-6" N/R 8'-0" CLOSET N/R 42 SQ,FT 5' 7'-6" N/R{ 8' 0" STUDY N/R [ 238 SQ.FT, 6'-8" 7'-6" N/F~ TOILET ROOM N?R 27 SQFT N/R N/R N/R{ 8'-0" S,F, OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQFI OF LITE/SC FT, INETGLAZEB VENT/SQ ET, OPENABLE AREA AREA % AREA % 1 ST. FLOOR KITCHEN 210 SQ,FT, 25 SQ,FT, 12% 10 SQ.FT, 5% DINING RM 306 SQ,FT, 49 SQ,FT, 16% 20 SQ,FT, 7% GREAT RM 372 SQ,FT, 53 SQ,FT, 14% 26 SQ,FT. 7% P ROOM 30SQ FT, 11 SQ.FT 36% 45SQ,FT, 15% LAUNDRY RM. 49 SQFT 11 SQFF, 22% 4,5 SQFT 9% SUN-ROOM 192 SQ FT 60 SQ,FI , 30% 60 SQ FT, 30% BEDROOM 232 SQ,FT, 61 SQFT 26% 25 SQ,FT 11% OFFICE 64 SQ FT. 27 SQ,FT 42% 11 SQ.FT 17% GARAGE 576 SQFT 59 SQ,FT, 10% 20 SQ FT. 3.5% DEN 415 SQFT 29 SQFT 7% 15 SQ,PT 4% FOYER 36 SQ.FT. 20 SQFT 55% 20 SQ,FT, 55% BATHROOM 40 SQ.FT. 16 SQFT, 40% 16 SQ.FT, 40% 2ND FLOOR M, BEDROOM 253 SQ,FT 59 SQ FT. 23% 13 SQ.FT. 5% BEDROOM 216 SQ.FT, 26 SQFT 12% 13 SQFT, 6% M, BATH 199 SQ,FT 10 SQFT, 8% 5 SQ.FT, 2 5% M CLOSET 133 SQFT 0 SQ,FT. 0% 0 SQ.FT. 0% BATHROOM 42 SQFF 5 SQ FT 12% 2,5 SQ FT 6% CLOSET 42 SQ FT 0 SQ, FT 0% 0 SQ, FT 0% STUDY 238 SQFT 30 SQ. FT, 13% 15 SQFT, 6% TOILET ROOM 27 SQ,FT 0 SQFT 0% 0 SQ.FT. 0% OFFICE SET 5.1 4.07 < D O~ ~0 SCALE 1/4"= 1 '0" DWG NAME ENERG~ CALCU~TIONS FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE, 2 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 STORIES' REQUIRED CAPACITY OF CONNECTION (LBS) 20 58 ~* 681 264 %~ 681 206 ~ 681 291 681 24 89 I 325 I 260 358 SILL pLATE TO FOUNCATION 2 E9 119 ,SEAl 314 I 42S CRAWL SPACE OR 447 368 A 493 CODES. 36 179 % 509 % 422 % I 561 I (S~B-ON-GRADE) 36 149 N~ 253 N~ 368 N~ 493 U = CONNECTOR UPLI~ LOAD L = CONNECTOR ~TERAL LOAD (PERPENDIOU~R TO THE WALL) S = CONNECTOR SHEAR LOAD (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST ~TERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,14 ' TABU~TED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) ~ TABU~TED UPLIFT AND ~TERAL CONNECTION REQUIREMENTS SHALL BE PERMI~ED TO BE MULTIPLIED BY 070 AND 085, RESPECTIVELY, FOUR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, ~ TABU~TED SHEAR CAPACI~ REQUIREMENTS ASSUME A WALL SHEAR CAPACI~ OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCT, SHEATHING A~AOHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACI~ OF THE CONNECTION SHALL BE INCREASED -e15"~ · WALL FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 33 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 SPACING (IN) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS)1'2~ 16 12 ~93k 2~% 191 280 325 264F, 280 421 341~4 ~ 2842801 42~ 1526 3391 2801 16 2824 371327 ~x. 447 ~N,'~ 580 ~"1 726 'I · 509 660 826 I 740 927 36 461 ~ 632 I~ 820 % 1027 I I U4 = CONNECTOR UPLIFT LOAD, L4 ~ CONNECTOR LATEBAL LOAD (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF), 2TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 085, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL~TO FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMI I~ED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL SE PERMI~I ED TO BE MULTIPLIED BY 080 RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE 33 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPR) 90I 100I 1101120 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST (FT ) SPACING (IN,) SPACING (IN.) 1S 8 S~' 3 3 3 10 3 3~ 3 4 ~10D BOX NAILS CAN SE SUBSTITUTED FOR 8D COMMON NAILS, ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED =TO AVOID SPLI~FING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EA, SIDE OF A RAFTER OR CLG JOIST WHEN FASTENED TO A 2 X6 TOP PL, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIO~NS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 32A ALTERNATIVE TO TABLE 32 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WliND SPEED (MPH) (MPH) 90 1100 1110 [ 120 90 [ 100 1110 [ 120[ ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHIOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN) SPACING (IN .) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMEN 0 2 STORIES ALL~ 23 36 3~ 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 ~ 36 57 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION I I 4 1 ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O O (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,44 aANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O,C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4.4, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR E~OLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIIND SPEED (MPH) (MPH) 90 11001110 1120 901100 I 1'10 1120 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCPHOR BOLT CONNECTION SPACING (IN.) SPACING (INL) UPLIFT STRAP CONNECTION REC. ~ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3 ,B ALTERNATIVE TO TABLE 3 ' FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS (IN,) (FT ) END OF 1 ~1/4" X 20 GAGE STRAP'~ 12 2 3 3 3 16 2 3 3 4 20 3 4 3 4 16 24 3 4 4 5 28 3 4 4 5 32 4 5 5 6 36 4 4 5 · U4 = CONNECTOR UPLIFT LOAD, L4 = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/C;LG D L 10 P,S.F,), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END, ~FOR WALL TO WALL AND WALL-TO-FOUNDATION CONNIECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED T(O BE REDUCED BY I NAIL AT EACH OF THE STRAP FOR EACH FULL WALL AIBOVE 21" CLEARANCE TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" ~-- WALL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 7 7WALL /WALL TO A 2 X 6 TOP PLATE. -~15"~- WALL WALL I, TOILET, BATH AND I ' SHOWER SPACED I SCALE: 1'= 1/2" M. BATH/TOILET RM ,~4" ,¢~" '~4" '" I ,t¢~' ~4" 1 ST. FL, BATH t~" POWDER RM. / r OFFICE SET 5.14.07 PLUMBING RISER DIAGRAM OR WHOLE 18 STRLCTLY PROHIBITED BY LAW zz 0 0 0 0 0 ~ d q q . SCALE' 1/4"= 1 '0" DWG, NAME: PLUMBING DWG NO, A-7