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HomeMy WebLinkAbout39988-Z S11EF0(,t% Town of Southold 12/28/2015 t`a� P.O.Box 1179 �4 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37992 Date: 12/28/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 555 Private Rd#31, Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/10/2015 pursuant to which Building Permit No. 39988 dated 8/5/2015 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: ADDITIONS AND ALTERATIONS INCLUDING A FINISHED BASEMENT TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR The certificate is issued to Lanier, Stephen&Lanier,Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39988 11-02-2015 PLUMBERS CERTIFICATION DATED / Aro Air Autho. i Si ature _= TOWN OF SOUTHOLD °su¢EQ��l� BUILDING DEPARTMENT �o Gyp N z TOWN CLERK'S OFFICE "P r SOUTHOLD, NY Z BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39988 Date: 8/5/2015 Permission is hereby granted to: Lanier, Stephen & Lanier, Marie 555 Goose Creek Ln Southold, NY 11971 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 555 Private Rd #31, Southold SCTM # 473889 Sec/Block/Lot# 77.-3-14 Pursuant to application dated 7/10/2015 and approved by the Building Inspector. To expire on 2/3/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $315.60 CO -ADDITION TO DWELLING $50.00 Total: $365.60 iiiiiiiP Building Inspec Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. - 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 .3: -Copy of Certificate=of C)ccuparicy_$.25 • -- • - - -- -- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 4-7—)0—1 5 New Construction: Old or Pre-existing Building:l (check one) Location of Property: 56 5 (1,c30� C?A L l �"714-0 Lb House No. Street Hamlet Owner or Owners of Property: L Suffolk County Tax Map No 1000,Section 7-) Block 3 Lot 14- Subdivision Filed Map. Lot: Permit No. 3 q42--r Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ rU Applicant Signature ,Ic/ !Va•' ®FS®04, ® Town Hall Annex t, ~® l® • : 377 8144° ' of SOU/ * * ,Akb TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 11FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING • REMARKS. r DATE C7/ 1 7/6 INSPECTOR 74 3c11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F9UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAInCING REMARKS: %/ "04 DATE ©% �� �-5--- INSPECTOR21/A'a-49,9‘ .Y;70 %pf SOUI,f- # 're* o; i ,• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] IptIGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: : DATE eSA - INSPECTOR 1 �pF S0(/ryo l cf, a. e TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] •INSULATION [ ] FRAMING /STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATEII t S I NSPECTOR cf., 4 k:‘,$, zecouNutoo °6 47 TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION: [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE // INSPECTOR clic8s ,... ,,,,,,,,,,,,,,, d % TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING ,, [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] CAULKING REMARKS: 411r ,, OE GO /(6).- elLt C24-1, 7,4____ A7, DATE /1 id--" INSPECTOR • JOHN SBAGLIA AMERICAN INSTITUTE OF ARCHITECTS SEPTEMBER 21 , 201 5• 6 TOWN OF SOUTHOLD SEP 23 2015 BUILDING DEPT. • - ! PD Box 1179 !?SDG DEPT (Ir.SDIM,o' SOUTHOLD, NY 11971 ATT: INSPECTOR VERITY RE: 555 GOOSE CREEK LANE SBL# 77-3- 14 PERMIT #39988 DEAR MR. VERITY: AS PER THIS LETTER, I HAVE NO EXCEPTION TO THE-AS- BUILT CONSTRUCTION, WHICH WAS NOT SIMILAR TO MY LATEST FILED PLAN, REGARDING THE FLOOR JOISTS DIRECTION AND HEADER OVER THE BENCH SEAT. TO THE BEST OF MY KNOWLEDGE, IT FOLLOWS NEW YORK STATE BUILDING CONSTRUCTION CODE. IF YOU SHOULD REQUIRE ANY FURTHER CLARIFICATIONS, DO NOT HESITATE TO CALL OR WRITE. SINCERELY, 9'A4� kk 411 JOHN SBAGLIA, • jraigar- _ dry (T� 9r ' P. 0. Box 434, Mill Neck, New York 11765 516 922 3293 i i. FIELD I1lsPg6T5DT 1EPORT AAT • COINx . .' K . 1 / ►d ' FOUrmoN(1ST) , ,� il.,. .�..p . . . FOUNDATION(2ND) .7.---......- t4 • ' i , .. ' . . ' - - r _ == - .!‘ i . O • 01 i /ce7"' z ., # •ut e .p)."/... .. ..,:.:,..:...e.; 0 . if . -7. 1- ROUGH FRAMING& ` H PLUMBING _ • C . . • . • . L.- . y INSULATION PER N,Y, STATE ENERGY CODE - • ' • ' 'I P 74----(p ,_ . • rte{ . � FINAL !! :,. • • • 0�)-3 /6-'7/17J"Jllllir/ , ,/ -- ,--lig m iete-e4e- • -- ..-.°-.4 -te47---1- \'' . : ' . . ,, #973‘,// . ,4r„ . , , „_. . Al S � 3. -6Cer Z�5at-JJ c cA RP3043.M-21 -IS Z. , co 2 . . . „........„,,4 ,. . , , . . - , , - „ • . . . .. . „ • b 1 J y i' . , . • ^7 a • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.netPERMIT NO. D L ,, Check Septic Form N.Y.S.D.E.C. Trustees i Ir C.O.Application i,, 1' / ;-. Flood Permit Examined ,20 --' 1 / Single&Separate I JUL� ' �, I , { Storm-Water Assessment Form / Contact: /� Approved ,20 —'1;,, - -� Mae-MkZ[ —API "".-12— Disapproved a/c I` PhoneG3I FA-33 Expiration ,20 4 Building spector APPLICATION FOR BUILDING PERMIT Date 1 — ® , 20 15 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18,month's from such date.If no zoningamendments 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 applicablelaws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio s. • ^� (Signature of applicant or name,if a corporation) 6-i(< 6reek. & o H (Mailing address of applicant) F v y 1/9 71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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 No. 1. Location of land on which proposed work will be done: 555 GooGs CpsL.ts Goc,critcocD House Number Street Hamlet ,( County Tax Map No. 1000 Section I{ _ ,-,Block- ' '' - ' Lot 14 't ; _ Subdivision Mk?'C of CGco 61T4A?E 2 Filed Map No. I 1 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r2 ., N —I'1 AL- b. Intended use and occupancy "raSt c, --r t 1Ac. 3. Nature of work(check which applicable):New Building Addition x Alteration Repair Removal Demolition Other Work 41. (Description) 4. Estimated Cost ?iOD( Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of•dwe`11ing units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. • 7. Dimensions of existing structures, if any: Front r2e,` Rear 2.,J Depth 4-B' Height 2.4' Number of Stories 2. STcs2y Dimensions of same structure with alterations or additions: Front 5O' Rear 50' Depth 48' Height 2.4' Number of Stories 2. 8. Dimensions of entire new construction: Front 1(0' Rear I(p� Depth k 7 ' Height 1 3' Number of Stories 1 5-l-ry 9. Size of lot: Front 14o' Rear I'` Depth I So' 10. Date of Purchase 408 Name of Former Owner IV \ ANCAca 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X, Will excess fill be removed from premises?YES X NO 14.Names of Owner ofremises1 & � i&LAddress 55çi CiZf one NoIG31- 765-€43g Name of Architect rcGJ �lea Address R�g434,Iv11 L('1`E c Phone No 1 C o�Z.z3�i 3 Name of Contractor MN, etc- � c'Address Z LIt2 14 ( ,.Phone No.6;31 78 2-475 0) t'r t i-.4 C:7 ikz7IL_c 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: _ COUNTY OFteefv(k --77.71 . being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the d W 1Nee— (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. Sworn to before me this O day of �Uv�e____ 20 / Nota P .1 c ROBERT A MAZZAFERRO Signature of Applicant NOTARY PUBLIC-STATE OF NEW YORK NO.01MA6207376 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 15,20..11 �a gUFfi{� '. Scott A.' Russell •�'; �° �� STO)RM\WA\T]ER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179O � 53095 Main Road-SOUTHOLD,NEW YORK 11971 �'� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑IA A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑1 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ Z4 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. • If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. • If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. rAPPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date / 7 Dautiict NAME- � ''�`L v� �� , ! J �� 7-10 45 r mi Section Block Lot a , SSnalura gir'] / (� FOR BUILDING DLPAl'.TMi NT L L ONLY {.k,\ Contact Information 6, 3 / / CU CJ / c30 L2 'flop ion �umbrrl 3 / t�5' /J 3 a7 / Reviewed By: do' (,CA Date 7—I 0-15 Approved Property Address/ Location of Construction Work: — Approved for processing Building Permit �f ,� A Stormwater Management Control Plan Not Required. CCVe1--�toa,.P ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 4,ofer\lfrbit-0 Town Hall Annex1 la ..... .••• Telephone(631-1802 ZS.' ••• z..: •••• ...-.-A ; 54375 Main Road -:•. •!:.:. ., ...c i, Fax(631)734-9502 P.O. Box 1179i c:) .-.:... .!--:::•.!. - t % co —.::•.-- •.- t.-.-...14•.:. + . Southold, NY 11971-0959 % 0 --.;•'.'. 1 * .-: • 4- / , =.., °1 BUILDING DEPAIITIVIENT , NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED .• • WOOD CONSTRUCTION AININOR TIMBER CONSTRUCTION - . ..-, .. ._ Date: , -• .,-,--•;.=1 tr._,, , .,.• • Owner:_ c• .-T•i...<7.,..,.,,,,,,,,t:,-.--,—..'".-,N,,-'7iV,<7 '''' .. • . f'<i• -- ••• 4 --11` "../• . • < Location of Property: . • .. vs.,, ... ,,-.4,....---- -,,,,21.:: -„, ,-• .... ... ---,.‘41/4„,-, •4441.4. ' .';-`,n- --":1 : ' -- •„. .,... . • ., ''' Please take notice that the (check da:Litbablp-line). ..,,,..t •, .:fiNt•.:T'4; i. . „•412.-- .1' • \ New residential structure .- ...;.:;,c,?..-tp • . i \ \ :4. . ..t, Addition to existing'residential structure . . • -.,i • .'...,•'- Rehabilitation to:an'existing residential structure .. , • "' - *- to be constructed or performed at th-eublidetli?013ettity;:rdfdr6nce above will utilize •, •:, (check applicable line): !,• i,...,,.4.-'• t,-.4 1 - - ,-- - ,... ..., . S Truss type construdiciii(TT .:Standa -7- .- (Uncilo-e,r- 2 X q\J 0 Pre-engineered wo;o.d.ponstrticlicirilIVY.;-:;•• '' ROOC E:, -HOQR :*",":-- --•.z --.:••-: ,',.!';1* ; -, t.:,• - . ' . Timber construction (TC) - - t in the following location(s) (check applicable line): . . • --Floor framing, includirig irders:-..artd..-barr.I.S(9. ! i . . . •. . Rooffrarhing(Ry . . - -., • - -.- . ..._, . • _ ., : • , . • Floor and roof fi-aniing (FR) • ..........-- ,., . . __ ------ sar-- -- - - - - ----- .. . . - - - . .• . , . - Signaturmulipw ..- - , . . . . .. ,.., _ Name (persorgbmr.FgLih . rn); , ,_ .._.._.___. 'r • • . , - • . , . • „.., ._ _ Capacity(check applicable line): Owner . . • Owner representative TrussResReq15.docx Effective 1/1/2015 „,t..1'•:i...;•••.,.4.g.•:•7.'ini.:14•4•••ig:10•••.;,..2........?•17•.W.47:4P•11tr,:47:04:ItT,7.1te474:4:ftV.•+:1:•::10::V.7:41:74^.=•:;":41:14',:a1.247.1Yror.111.10.:Atet•-•rstl. ..,...;;;;,..-.-.2;.;,•,:i , • . • ..... ttl- .. c.1 • ,. . f . - ' 1.• , 6” DIA-METER . . If ..;:c . . , •.:1 . ... -.. .rv• .. .n-1,- .«..0"...;..-,..: • : *. • ..I.. ... - ...* T. s. . - . ' - . ... l'• .1•4. : ,... 4,.. ;11Ir: V.a r• C • REELECTIME RED•••-- -f -..- .•. - -•-.t, • ;-‘,;. '•- •; -. • •-. • •: -- • •--ROM— ANALPHANUMERIC PANTONEr - ' 1• DESIGNATION OF'CONSTR. U.CTION (PMS)i137 :•- TYPE BASED:ON SECTION 602 OF •••• i• .• THE BUILDING CODE OF NEW 4. .; 2 • .: YORK STATE .. : . . , . .7: . ..-. :: •: :. 4.'-'.11"-.•...1.-•":: -fn.,-'1'1.'4... •:'- •'..-..::• • . - : ••: ,. . . ••• :.:- •• *: .., .. . . •!... • 2" MEN. •i :: -i:::•:,e.--;:::.*:' ''.- . : •_:,:i.."- . - REFLECTIVE • . •::".• ''''' . WHITE ., • -* -rt. '' i ..... I: .. . • - .. .. ?. • .11! :' *-. --,:.. • . . _ . . ..•-,•,..•,.::.-:.,..-t---...-,.,,...,;, .,, •, -..,.., .. ,, . , •r, - - - . -... • . , . 4.4.i.••:•.'• ,••••• - -.' --.:TS ... 4. s?Lc : '.. . ;" .4, •. . . • 4 . • % . - • . ,. ,.- - . 1/2" STROKE '. '-• - • ,. - - . • • :.._ ... • . . • .. . , . - •... , .... :...._DEeldk.talbil.,..0§:ri_sTittictuit ..... ________...--.....___.______-_,_,--_,________•_________ . . ,:ol-i-- ' • .--'"...Q-.64 E`OtittfES%-fttAT-Agg-pF-1 r'-- ..•, y ,..... - i• - .1 ,i• TRUSS CONSTRUCTION , .. • . • • "F" FLOOR FRAMING, . .. • .; GIRDERS AND B,EAMS. • •' . . - : -• ,. • . 'Tr RQ0E,E.RAIVIINC.:.'. ,• - . - . . FR" FLOOR AND itCSOF FRAhtimp . . : ... . - . • •• . 1.• r • ,r , ,; . . o. ... • . 1 . • •. •: . • . . .11 • • , . . , . ! -- •: • . • : . . .1 TR.USS1DENTIFTQATICN SIGN . , , • _ - - -.. . . . _ • CCIVPUANCE WITT-I 19 kr(CRR PART 126541-e: , . i . f' ..tariosoqg 4. • . . ••. . . ..:. —. . .- - — , "CIENIMill191111E1M61311•210111:1131111,871131(: PDDES DIVISION , ' i:'-:' :—..•.I.V-/_A.btIeMlAlzY,t.4,,a7.i.s.'....': .-.-.i IDAVPLE TRUSS I iENTFCATC\ SIGN - DATE03-/08/2005 — _ _ NEW Y . STATE DEPARTMENT OF STATE 14''-.'•s':•. • . .....-'• 4 rastiii.:..04.,•if._. . .' '-\;x:4---.T.:i-lud 7 ,) • DIVISION OF CODE ENFORCEMENT .I. ..., . ,.,:pEpAgusEttr.nrsTA78.: . AND ADMINISTRATION ..: ... 5. . ;•*!,;i..T7fr144;.•:•:441!•••4..,••?.....:ge.a. ."147.454.,..lie!.?p"::•.:14. •:;.•••01.T4i!W•Tie fi.t.:".,"4.....41:/......4q:,,IrAg(Sfet;N•01/01.A.;.14477:e4.',1",et `•Tani.i3.».!r8.=,..W44-1.11.T•...*.n.e.i.4eirlo: ,, N/F McDAVID/MULLINS S 72'25'30"E 150.00' • • 7,1 - 1z' o o - O O BLUEStONE DRIVEWAY . O O FRAME M) v) (0 SHED N U) 0 —I M- 2.1' O - 1 i \ 30' RIGHT OF WAY O w 48.3' U')`— ? 46.7' 55.0' (ACCESS TO RESIDENCE BY USEAGE) J 0 . Q O w WOOD FRAME • > w Z Z cc') z D RESIDENCE m N a'• 7.9 Q0 o oZ o �� 23.8' 54.6= - L.L. V)W W N of N Is., OO�Dµ O ` 3 I 33 I N� fl + 19.2'--- - 'R 0 ..., < , 3 0 MD' ' W Z HOT 11)8 O O z O 8 - C9 - (0 N . O W 0 <� •d .. k0 3' M z).--0.7' c PIPE /ONC MON FOUND S 0.3', E 0.7' N 72'25'30'1W 150.00` -co \ N/F PAPOT N� - J O - 30' R/W L=169.0' C.I\la • CC 0 N) b) - N cdN co 1 -J NORTH BAYVIEW ROAD ' SURVEY OF • DESCRIBED PROPERTY GUARANTEES INDICATED HERE ON SHAD RUN SITUATE ONLY TO THE PERSON FOR WHOM THE SURVEY BAYVIEW, TOWN OF SOUTHOLD IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, SUFFOLK COUNTY, N.Y. LENDING INSTITUTION, IF USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS SURVEYED FOR: STEVE LANIER SURVEYED: 3 APRIL 2008 ALTERATION OR ADDITIONSURVEY ISI AD E VIOLATION OF SECTION 7209T O OF HIS MARIE LANIER THE NEW YORK STATE EDUCATION LAW. SCALE 1"= 30' COPIES OF THIS SURVEY MAP NOT BEARING TM# 1000-077-03-014 THE LAND SURVEYORS EMBOSSED SEAL SHALL AREA = 24,000 S.F. NOT BE CONSIDERED TO BE A VAUD TRUE OR COPY. 0.551 ACRES . SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK., N.Y. 11956 631-73' —5835 GUARANTEED TO // STEVE LANIER MARIE LANIER - `�/� r�� -- `' FIDELITY NATIONAL TITLE INS. CO. LIC NSED ND SU,rr' YOR - S Lic. No. 49273 08R1670 • 41 , JOHN SBAGLIA © , ECU- X' ''% k,pis} AMS tigilNolkiSTITUTE OF ARCHITECTS Town of Southold Building Dept. - PO Box 1179 Southold, NY 11971 - . Re: 555 Goose Creek Lane SBL# 77-3-14 Dear Mr. Rallis: _ As per our phone conversation, I have revised the windload design chart, printed below, and have attached the Rez Check 2010. If you should have any further clarifications, do not hesitate to call or write. Sincerely, /' / $\ \.4.--s .-.----MA t ' , ;4 *� /� ...1AUG - 5 2015 it i,,31, - John Sbaglia,RA . . �y BLDG GEP[ ,,,, - %rev, g/-3 1 5 TABLE 602A2 (SSTD 10-99) ____ DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf)23 IN D1 WITH A MEAN ROOF HEIGHT (MRH)5 OF 30 FEET W/ BASIC SPEED6OF 120 mph ZONE 1 ALL ZONES INTERIOR ZONE l l EXTERIOR ZONE�� SIZE OF WINDOW 4 -� OR DOOR, A (SQ. FT.) POS (+) NEC (-) NEG (-) 0 < A < 25 39 -39 -45 25 < A < 50 37 -38 - -42 50 < A < 100 35 -37 _ -40 I 100 < A < 200 34 -36 -38 200 < A - 32 -35 -36 • P. 0 . Box 434, - Mill Neck, New York 11765 516 922 3293 JOHN SBAGLIA ARCM C ro'' AMERICAN INSTITUTE OF ARCHITECTS OCTOBER 6, 201 5 D [ri: TOWN OF SOUTHOLD t BUILDING DEPT. - OCT 9 2015 L, PO Box 1 179 SOUTHOLD, NY 11971 ATT: INSPECTOR VERITY RE: 555 GOOSE CREEK LANE SBL# 77-3- 14 PERMIT #39988 DEAR MR. VERITY: AS PER OUR LAST MEETING, I HAVE REVISED THE --- FOUNDATION PLAN TO INCLUDE THE FINISH BASEMENT FOR LEGALIZATION TO MAINTAIN. I HAVE ALSO SHOWN THE REQUIRED EGRESS WINDOW ON THE PLAN, AND ATTACHED A CUT SHEET FOR WELLCRAFT PRODUCTS. I HAVE ENCLOSED FOUR COPIES FOR YDUR DISTRIBUTION. IF YOU SHOULD REQUIRE ANY FURTHER CLARIFICATIONS, DO NOT HESITATE TO CALL OR WRITE. SINCERELY dograii 0.011P • JOHN SBAGLIA,RA OF N05 of3 • • P. 0. Box 434, Mill Neck, New York - 11765 516 922 3293 ciREScheck Software Version 4.6.0 Compliance Certificate Project NEW YORK STATE ENERGY AND CONSERVATION CODE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 555 GOOSE CREEK LANE LANIER JOHN SBAGLIA SOUTHOLD,NY 555 GOOSE CREEK LANE JOHN SBAGLIA SOUTHOLD,NY 1050 WEST SHORE ROAD MILL NECK, NY 11765 516-922-3293 JSARCH12@AOL.COM 1�_ . . - '1,... :4$'".,." .t,,.V r,---:,;+.,,r,-:e ti%. --.,-„k,-',,,,e,.i,3, -,,,.lis of' ,7 ,Y31;,.xs4 „,,--,,, , ompliapce Passes Mpg l trade-off, - "" "-� $ x , - .. -. - ,.:i.,t'�,.�_., r�Y�-, fiZ ".!..�i,: 'i,rk;'•.4 .7:�•��..�.'xra. z�k;��,,��,;�`i,.;�:�� �»e.,a Compliance: 46.9%Better Than Code Maximum UA• 81 Your UA: 43 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area . Cavity Cont. Glazing Assembly or or Door UA R-Value R-Value Perimeter U-Factor Ceiling 1: Cathedral Ceiling 304 30.0 30.0 0.017 5 Wall 1:Wood Frame, 16” o.c. 528 15.0 15.0 0.034 16 Window 1:Wood Frame:Double Pane with Low-E 54 0.320 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 304 30.0 30.0 0.016 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW YORK STATE ENERGY AND CONSERVATION CODE Report date: 08/03/15 Data filename: Untitled.rck Page 1 of 1 Windows 1 Swing-in and Sliding Designs Time Savero - ' All vinyl frame is maintenance free-no painting or rusting. All mo•- •4.'--y !I r '7:.`'-- ',�:-'`;,- I pp ,-;',47,-_,..-f.-_-_,7—,,,,,,,:,' n;r; , �,,,,,..-ale• and wrapped for , � , ,! • Window ispoly-wrapped before pour to prevent any concrete from getting on window. , poured wall installation. ,',21;,., • Sash is removable for easy cleani s,.s. .-'ass material -w 4'N T�' j '" i through opening. l ' �; --; -;,° • Reversible' 4ie'ed incorrectly-header,jamb and sill ' •-,..,4,, p-in for correction. 0d � In-Swing Egress ., :_ : ` ! I #WISE2745 ( #WISE2745 • • Meets IRC Building Code for Egress. I. zl (Egress compliant) � Frame Dimensions: • 3/4"insulated Low-E glass is standard-U-value of 0.37. `' xd( 27"x 45" • Fiberglass full screen is removable from the inside. r 1. Net Clear Opening*: r4 I ` ; ' 201/8"x 40%/a"(5.71 sq.ft.) [ , 'i if Net Clear Glass Opening: f. i= ,1 20W x 383/8"(5.43 sq.ft.) >? I c_ "When sash opened in the `= 'I no al Inward position. --= . Adrylic BL . n. #WAB2947 Acrylic Block Egress t, 1., Eir4 •mpliant) #WAB2947 t„ ' _...— Frame Dimensions:291A"x 471A' k'' ',I-1".'" 6"Block Configuration:4 x 7 • Acrylic block provides privacy, security and is 75%lighter than glass bloc, s) ¢ g • Tested energyratingcomparable to 7/8"insulatedglass. - =�-"""' Net Clear Glass Opening: P 225/8'x 408/8'(6.38 sq.ft.) • Full screen is removable from the inside. 1 ' • Acrylic block is UV stabilized and w ,,", - `yellow. Vl ,, `� 1 go-- 1 Slider Slider#WFWS3016 - " . ' Egress Slider#WFWS4848 zh 1,# (Egress compliant) #WFWS3016 `( -I . Frame Dimensions:301/z"x 16° Frame Dimensions:48"x48" �- 3, Net Clear Glass Opening: l .� " -,,f-a..‘,0,-„,219A6"x 423/i6"(6.41 sq.ft.) Egress Slider ....-- --- .-.00 •- F.: #WFWS4848 iS • 3/4"insulated Low-E glass; _e-- and-U-value of 0.37. • Half-screen is re �;�+ • e from the inside. f • 1 Awning/Hopper :; =f3 • #WAH3O16 " l • ' : ..r:1.', • Handles are die-cast and powder co ,-0. ges are corrosion proof j, . :.'', t '-= �";-- • Fiberglass full screen is_2_44,0„,,,P-fre from the inside. : ,1. _ - • 3A"insulated Ly v •ass is standard-U-value of 0.37. __-•9,,,,-,-----,...---,, l f-_- _ #WAH3016 - Frame Dimensions:301 "x 16" Is l . . . . � ... 1 1 l I. I , .-...--.c.„..,_„...._.:_,--.:1\ :1\ 2062 Single Unit ,T ....3.7.--,72?„, - FH V ..�4'„ :`" g:Q 1 .'''; _ �-y$, Egress Window Well .� .err Space Saving Design. °• --.441z,----,-.5-...,-..-7,54_,--_ , Designed for use with 3-foot wide caseme ntThis model is the ideal choice for projects when egress windows. ' . ,,� - 7. _ - One-piece constructio ere space is a concern. rs n makes this model simple to install. F c S' ” 46"----.. egress ,,\ Shown with optional :, 49 polycarbonate cover. 1- —46"— T'I ,1 I 36° III ®i�il i'�- ' See cover options on page 4- . 62° kir It `v a ''-74._ " - 1442° li 1 a�'st,:,t4r, rte .y—a Y Front view To ^" '' p view Top view with sandstone granite grey wall and window #020620191 #020620190 i 1 i 1 6700 Modular Egress _ Window Well ,,-,- :. ,...__ k = -_____ , Adaptable. II __ _, ""=" -° '` '�� 2_,::,,:,,,_-_,';:,;,,,,,,,•. The 6700 is comprised of three sections that lock together and is :Y,. :---,-_---------. "—',-L-_- --,f-1.--'4'. -'—= - - '' _-,esigned for use with 5' 1 w... width windows.The six terraced egress - ---7._ -----:.---._ low for quick and easy egress. ?`: ... _ .�'_'�- step-__ Y 9 �• �� �`• ,, 56.5" 1 76.5° 67 well dimension II `. 1 _` 1111 51.'— IWir -•.;."-•.. 51"-- sandstone granite grey Front view #067000391 #067000390 51devlew A .■ I . . -it ' REVISIONS: _ ' -1 .., ' : : ._ Ili/ • ' NOT ( EXISTING T10NS AS INDICATED HAVE BEEN!'��•TABLISHED WITHOUT DIRECT ACCESS TO STRiCTVRIV. • �.: = CONDI TO NOTIFY ARGF11TiT IMMEDIATELY ONCE Rr�t1GFl (3)2'X4' IND Chi` GONPONBtTS t ROUGH FRAMING. CONTRACTOR IS ,. . " 8 CORNER TYP. .�.... FRAME)HAS BEEN EXPOSED 50 THAT ACTUAL CONDITIONS MAY BE:EVALUATED, FAILURE TO NOTIFY • ' IN WRITING INDICATES Tt'E CONTRACTOR HAS TAKEN RLL REaPONSIBILITY ti. ?: ARCHITECT WITHIN 12 HOUfZ�iT� ' AND IS LIBEL FOR NEW WORK PERFOf orify .,-----„,'J. . . - - „, •• - - 'SIM:SON f71 f J, •�♦" .rr a•,,,-r :`i• 9 4110 L / A < MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING GtRGUIT IN �+� f��� I -DETECTORS SHAD.CONFORM TO UL.2034 STANDARDS METAL HOLD r co ALGORDAJJGI=WITH NYS CODES1 U ' . ' :t ,,..�'"` LTi j.,. SMOKE DETECTORS.SHALT.BE INTE F'GOioVEGTED SINGLE STATION DEVICES IN ACCORDANCE WITH „,30 ,, t _ --_ _- LOCAL AND NYS CODE. I� +,C:. t tl�f-f r Z �M. :. 4a',. 1:56t:V4"X3`WD Q `• i6-0 S AX PER . • : 13 F.XHNI'T FAN DUCTED TO EXTERIOR iN BMW-00W)150 GF 1 MIN) tee,./7. . O ,' : ' , ' ' SIMPt.�ON • •1�• IL , I (''' „y - . , ` ' TIE NEg END.HALL TO EXISTING BOTTOM PLATE ' MOTE �..• :,.- ,,-...-W..-,..._ _.:.... ...- ,.....,.... •. .,...'.,..- `- W J MIRE t. -� ;: --•-- / R®AR AT E2.O�G.VB2T. � --� ALL MAKE, AJdD COLORS of PLUMING FIXTURES ARE AS PER owe s / �:! +` TY ,u5E N0N-SHRINK 6ROUC 55TB2d MaoriT� _[•, A5 REGEb(TYP) • ANCHOR BOLT . - � � C?0.r'►` : .�.j� ".."_ q'' - - TYR AT.HOEDOWN � 1 ' ,; - 2`1.x4 '. tit-.41 -tt�3 u ;; �I - O "Ct- • •, • WlttXaW HiOTE� 0� . e ` �G - �.' ._",'rY�41 i s ),... ...i.,...:•,.-.i.':':. i•.+. 1«- w:•• It' / Z ' 1•WINDOW DESIGNATIONS ARE AWERSEN AND SHALL HAVE A MtN.DE516N Pi ESS RE AS PER TABLE `; .%-et 5_t •-- .�C C•� cz: 1 _ .. ''I" - "$'c16 �7 > i't' c 0:2-C,._ . __ — {„ 'Tl t• -.,., SMART VENT pl. SIZE A5 PER PLAN r /� ` �'. bfr1A2 mom SErTD{0 SIA l�,FEf T T-?�.APPROVE7�MAL MAY 8E SUBSTITUTED. All WINDOWS - �,,- �j r DESiGNATFD AS Y11bIDiOWS SHALL GDMPL'Y W/Rt.NYr SECTION 8310- GY ESCAPE AND _ ,.w .. M - .. .:..�,:..-- 15'_4"'• SILL-PLATE ` 1 U , < x Mfrs E6RE56 RL EI1RL xr5. jet 400 5BZIE5) •_ }.• _._ __ ; t • 4 i U o OPENINGS,THE T3"t30�46 • ` `_ • RESCUE1. I •._._ ....,. - 's `�� 2'X10"LEDGER WJ V2 m Z 8301.2.1.2 AND _” ' - BALVAN172D LAG OR ` , • : , ' C1� #4 REBAR 1 ' • 2.A D1^ELLIN6 WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO Racr�' S�TIUJ f EXISTING FOUNDATION PROVIDE GLAZING PROTECTION FROM h9ND-80Rk E DEBRIS Q$THE BUILDING SHALL.BE DE6IENED A5 A i,L,C . -•j ` ' EXPANSION BOLTS 024'.. IN SHEAR GOh1E-MIN., WALL AND FOOTINGS '��, 12":LENGTH • 1) _ W a PARTIALLY Irk BUILDING IN ACCORDANCE /THE BUILDING CODE • OF N134 YORK STATE. 4',2�p�, -,• .r %, , T ti• / .•�,, ,� ! a TO REMAIN O G.STAGGERS D TYP. - _.. o -., �uLAQ - - `. "F!**;) -s c,1_._.� t#2.-CP ._ _ •_ _ _ PROVIDE JD15T HANE�ERS I 3O' MIN. ` (l 3.WINDOW AND GLASS DOOR ASSEMBLIES SHALL.BE ANCHORED IN ACCORDANCE W/THE PURLSKIED / _ � • 1"FIENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION 1 C %' - t 2"xI0`F.J.FJAlb"OG: i2E$AR L4�16TN ,, . MANUFAGIIJRLR5 KE GO • • , .. 1?6135 t OF lW ROM. w _.r ' y t �„" , �,- ANCHOR BOLT ' . - ��,I'1l�.1 G -. v I �. tsavvi ss�acrr oit�R1•esE D!"516NATFD. ALL MULLIONS oGcuRRI w i t--1 :���* '� -t 4 . . •4.ALL WINDOW HALOS SHALL BE APPLIED i1MaE,5 :; / .. WITHIN 12'C►F BET1N INDIVIDUAL WNDOW AND GLASS DOOR AiE SHALL CONFORM To SECTION Rbt3b of p to t ` • `' ire :. 2'P.C.SGRL GOAT T}E Rl�NY . � �i I i 1 % ' • TM �i "' j2)2"xi0"FJ ( 5.6L11ZING 1N DOORS!1'�D HJGL�05URE5fQR HOl'1(185,WHIT2LT'OOLS,SA1114A5,STEAM iZO0M5,13ATHTUBs ;r ! ! « �•• _ _ ---~•-- _ M �UNDATION WALL �' Nc yPART OF�4 BOLDING WALL ENGLOSIN6,Ti IL C COMPARTMENT'S.MUS THE �t • • 1' ,,ti: I } AND SHOhtERS.6LAZI IN ANT • • BOTTOM EXPOSE)"ED6:`OF THE GLAZING" iS LESS THEN 60 iNGIES t 51 EO VER11CAL.LY ABOVE ANY - /y, 4j[ : : STANDING OR WALKING SURFACE SAH..BE IMPACT 6LA55 AS PER 83050.45 OF THE Ran. i =._ --J ; �o QX,"__ �G . :i.r LINE OF WALL ABOVE o '- ' 0 : METAL HOLD-DOWN/: UPLIFT.Af ICHOR - ALL WALLS INC PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. ;101ST BATH TYI? y 4• : w • ,:n ANCHORS SILL PLATT:AND STUD TO GONGRI;TE SLAB KTP. a - ( 3. O, t r ��.t 'x� .•,•;.'i•{ '��'" ?.'.' :$ 3• • 1;•,•V .'y 1r,':f.'+� ��/w�''I ' L2A{?51E13,IN CAL. 4 . �' --. - ----- _ - '� I ' C _ ` , ' - SMART VENT . W. ` rI FIRST FLOOR M..,6C� . �,.� , � �, � '�.,,� • 1 �� , • _• ' . - - - - ' ' �� W W _ - LIVE.AAD=4o PraF ' -DEAD LOAD=b?P5F TOTAL IAM?is SO P5F - - • � V J SECOND FLOOR tLl:6n1 _. ' , = DEAD.OAT)=10 PSf TOTAL LOAD=40 PSF \ -! � 'r� tt7 S� 11th OF WALL AB01(E WOOD P05T LIVE(AAD 3o P5F ��, / �� F'J ,__ } B'P.G.FND WALL OVER 16'�cbb PGS ,, ' ., U .� rv' FOOTING W/(4)*5 RE BAR HORIZ.36 t W LU TOTAL WAD=8D PSF • t3ELAW 6RAUE W/2x4 KEY UaE 51MP50N'ABA44 COL. LIVE LOAD=20 Pc..k DEAD LOAD=IO PSI= - I6'-O" • �� �( BASE OR EQ. O O Roos_11 ,r� • ." •. • 11..1 SNOW LIVE LOAD=45 MP DEAD LOAD=1b PST' TOTAL LOAD=55 P5F .«""""� _ .•�'""" •• •-- ( TO RGN1� TABLE tlOib FOR UiffT ALLOWABLE �., ....� (N6 •' • ► . DER EGTtoNS ON 5L t3:T T Z` _ - =t•tCi L:�� - ED/ Vtit6g: 4`•`". wit Fool '• _w"�l'�=rj�...f•�, - ' - jSCC PLAN FaR SIZEa �� _• ll') Q }ll=�HOTS- - , .. . Simpson strong-Tie I,(7 (� ALL EXTERIOR WALL HEADERS ARE TO Si (2) 2Xi2 W/I/2"PLYWOOD SPACER AND ALL INTi3210R ABA44 EPT44A CBQ445D52 ILI - in +-�� , . • ' HEADERS ARE TO BE(2)2X8 UNLJ1f OTI'ERWISE NOTED. ALL HEADERS EXCEEDING 5-0SHALL HAVE A DBL.JACK STUD WiTH A SINGLE Ki%5TW AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE . 1 • . , e . . - ,, 1 • - TYP. ALL LVL DESIE ATiONS ARE SIZED BASED ON THE'GEORGIA PACIFIC TABLE FOR ALLOWABLE `'"''�" � �A"� :, UNIFORM LOADS-FLOOR 100%-2.0E 6-P LAM LVL FOR MAX.LIVE LOAD WITH LIMITED DEFLECTION OF i'� t.l360. - COLUMN BASES Attaches wood post to concrete embedment SCALE N.T.S. • 11 • - - to Ireslst hlcjh dpllft`loads. i ALL JOIST AND RAFTER SIZING 15 BASED ON iDOUG-LAS FIR-LARCH NO.2(OR BET ILK/ W/AN Fb OF q00 AND AN E OF I,b00000•(AS PER I'E5TE N woo PRODUCTS ASSOCIATION SPAN TABIJ:'S) �,r-�Lr SUB-FLOOR ' 'AGO'DESIGNATION RD'M TO CURRENT ARSirNIC-FREE TREATED W00D STANDARDS AND SHALL TAKE TIE OF 'CCA' A PLACE ALL JOIST E LAG-BOLTS USED WITH 'AGO'PRODUCTS SHALL 8E ZINC COATED(TYP) t� 51MPSON HOLD DOWN LOCATIONS • LEDGER i 201 z BOLTED TO \D\ pC� �9 •L.,\ +; ,.� 3/4 HR RATED WALL NL DESIGN NO-55c1) BUIWI WALL .t_ z',, ,.� i � 5/8'TYPE 7C'ON GARAGE SIDE OF - _ Q W 'Z WALT.L/2"TYPE 'X'ON LIVING SIDE _ z 'tf////IO/Il///I/z .,f//4 PROPOSED WALL • - BUILDINS WALL' O �',•"(...--4:-":"1-" t•-.7,-,•••:,-..,=';.it'`.. PROPOSED FOUNDATION WALL - - , - - v O p* 1'- _ i LEDGER DETAIL o TW2b21O iJEIN DOORS/WINDOWS • , z ,1----�� SCAL.IE KIS. O O , I - . , " i • wooD STUDS® I6' O G. . , • K - - (REFER TO PLANS) FOUNDATION PLAN Nt3^1STRUCTURAL WOOD POST Fou . ® PEW STRUCTURAL WOOD POST ABOVE I BASE PLATE I• - SCALE: 1/411=i'-01t �.. ti -------- NENBEAM �.,r...:3/4• ""Tt 6 . , , • STAIRWAYS SHALL'BE INSTALLED' IN ALL FRAMED WALLS,FLOORS AND ' `' /...• PLYhL00D SIJBFLOORAS P�51=GffON RSf15 OF THE ROOF/CEILINGS COMPRISING - ' ELEMENTS OF THE BUILDIN&S r DRAWN: M. HOERETH .,1 RES.,CODE OF NEW YORK STATE ' _ THERMAL.ENVELOPE,A MOISTURE • ,� CHECK: ;1. S6AGLiA THE MECHANICAL SYSTEM SHALL - VAPOR RETARDER SHALL BE - _ INTAi t ON THE WARM-IN-WINTER • /' : .. : - RIM JOIST OR A5 , . LNs ALLED AS PER CHAPTERS Pf=R PLANS SCALE: AS NOTED. '- T SIDE OF THE INSIA JITION A5 PER 12-24 Or TIC RTS.woe C 'WS. SECTION 8318 OF THE RES.CODE OF t j •'' • i / !� DATE: 6/26/201'5` THE PLUMBING SYSTEM SHALL. NYS. . ,.. / - ,HALL`STRAPS-SIMPSON SEA -' t , _ "�, BE INSTALLED AS PER C • — - G52a COIL STRAP" °' ,,' ,�i! • WALL AND CEILING FINISFIE3 SHALL 2 of THE REE,,GODS of NYS. HAVE A;=LAME 5f'RFAD �� •. EVERY STUD f CLASSIFICATION OF NOT GREATER ELEGTRiGAi.EAUtPMCNT AND " THE AN 200 WiTH A SMOKE- -. , WIRING SHALL BE INSTALLED AS iNDEX OFNOT f REATER ._ (tlirt4140.1 ,4 •. . il'"+�� PER CHAPTERS S3-42 OF TMC - , THAN 45o A5 PER 5EGTiON R3t5AND t 41111r,C7,,,«1; RES.CODE OF-NYS. - IN 'ILATION SHALL HAVE A FLAME I _ -. �SPREAD INDEX OP NOT GREATERTHE MINIMUM INSULATION THIGK1 Ea*, THAN 25 W/A SMOKE- DEVELOPED SI 2'X6" 'AGQ' !- FOR HOT HVAC PIPES SHALL BE A5' , INDEX OF NOT GREATER THAN 450 ` .' ' ' SILLPLATT= r! t;' w • PER SECTION Ni1033 OF THE A6 PER 5C.T10N R316 OF THE RES, • • _ RES.CODE OF NYS. CODE OF NYS. ' GC�JGtZETIr OR GFJ _ I , . - •FOUNDATION WALL. . • THE MINIMUM INSULATION THtUCNESS INTERIOR HALL COVERINC'C SHALL - : . BBI; INSTALLED A5 PER SECTION _ SHEET NUMBER: FOR HOT WATER PIPES SHALL SC A5 023 AND EXTERIOR WALL " ' i'�2 SECTION NllO3.4 OF THE COVERINGS SHALL BE RES.CODE OF NYS. INSTALLJrD A5 SILL Pl_A ANCHORS PER SECTION R'103.4 OF THE RES. CODE OF NYS: - ' ' ' : ANCHORS SILL PLANE AND STUD TO CONCRETE - SCALE IVT; " ' ' ' OR CM)POUNDATON WALL.' - _ ' '.�.v,,. . ,• ' 1 Vy', 4 O-C__ t J REVISIONS: SPECIFICATIONS -II* . It - 1, a :T -44 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE �� s PO GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3 4" ! .A4, 1 iip - , '41. - - t4- t :*i '4i` ) - / ,.N i i , THE WORK OF ALL THE SUB CONTRACTORS EMPLOYED BY HIM. COPPER, "K" TYPE, WITH 1/2" BRANCHES TO ALL FIXTURES. PIPES LOCATED 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM - IP :I) PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. AS1 , , - i , , t ,,,, $ 0 , Ari„ AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR yK, TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. IA INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. <9 in a fi ''Ui y - . EIP ,.1w 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL 5 SM., � ,., j. LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. U w - .... 4,. L t r „�,. ," ;n 'k y,'� a �' spN ILI �NT 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, _ )-: ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. _ z 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE U Q � COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. pL LL iii WITH IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS ' TAKEN FULL RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. Q O Z COMPLY WITH ALL CODES OF NEW YORK STATE E & TOWN CODES RESPONSIBILITY. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, LLi Q J FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY APPROVED AS NOTED AS REQUIRED 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN J �- �, sA. AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PRF T N CD ~ DATE:, ..1�- B.P.# "3"%'& " , 3F8. EL �I�R 'VIIORK TO BE DONE IN DRY WEATHER. Q z m 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND Z � FEE: I BY:.-- �`_ i .r gar - CD NOTIFY BUILDING DEPARTMENT AT �LDTp���1 , NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST Q x 765-1802 8AM TO 4PM FOR THE ° - CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING U 0 FOLLOWING INSPECTIONS: S "72 25 30 ' E 150.00' I CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY z - 1U 1. FOUNDATION - TWO REQUIRED-1 - - - - - - - - N = FOR POURED CONCRETE - YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH 2 E .NTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO 0 N d 2. ROUGH - FRAMING & PLUMBING JURISDICTION AND VARIANCES. m I INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF -� 3. INSULATION RETAIN STORM WATER RUNOFF 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), 4. FINAL - CONSTRUCT4ON MUST PURSUANT TO CHAPTER 236 I BE COMPLETE FOR . OF THE CODE. - o CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. ALL CONSTRUCTION SF L MEET THE H �1) REQUIREMENTS OFTHE�JDESOFNEWFRAME - o I o 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN YORK STATE. NOT RESJNSIBLE FOR', NSFED K) m N I SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. DESIGN OR COPISTRUCTIDN ERRORS. 12.1' 6. m m t�wONE STORY � THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN •�I ADDITION UNHEATED SPACES TO BE INSULATED. 50.0' '� `'Z�' �;°Y 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT OCCUPANCY OR I •�� 81.0' I - - ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY USE IS UNLAWFUL ���` WORKMANSHIP OR INFERIOR MATERIALS. AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H. W WITHOUT CERTIFICATE 46,x' 3.4-� 48.3' 55.0' 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. / R.A.E. U lL_1 sZ - :}, J� , EXISTING EQUIPMENT REQUIRED FOR THIE PERFORMANCE OF HIS WORK. z Z 0 OF OCCUPANCY § �2.o WOOD o GENERAL NOTES: W O =y=`"" I--'D 2.0' RESIFDENCE R 7 30RICHT 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW -- w I 7.q 23.8' OF AAS' - AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. (r) 1-1-1 W / 54.6 I O - EMPLOYEES. W U z ELECTRICAL o o _^ NOOD = LL 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. pL INSPECTION ����°� Q ��KHI `� 51 I OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN O/ tW Iq•2 � ru,iur� - OWNER. I NOW �� _ I TOTAL FEET VENTILATION AREA. �J 0 0 DECK kV 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND = � r� -HOT UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL Z 0 F- DURING ALL STAGES OF WORK. SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" Q In 0 VERTICALLY. in cn 1 I m 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT W . in REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. _ , DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF I- o I I SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF d, 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. CO i °�� I AT FINAL GRADING. 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE r, I I • 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER z rn DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH I WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL z CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE a_ I_____ - - - - - - 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. N 72°25'30" W 150.00 THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 0 9 I t LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS ANDS GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER , o THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. Q W r 7 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR 0 z I I 3o RM IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. Q z w OTHER ADEQUATE MEANS. p z O I L--Ibq.o' 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. °- H0 z 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A NAILING 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD I a MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. Wz W o ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL C�1NI XII�N3iLLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER 0 IiiCD J _ INDICATED ON DRAWINGS. CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. PLOT PLAN 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND t FROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. SCALE: I"=20'. 94. SAl..LAERTERIOR SHEATING TO BE 1 /2" "CDX" OR 1 /2" EXT. GRADE REFER TO STANDARD STRAPPING DETAILS. SITE PLAN BASED ON SURVEY PROVIDED I SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE BY STANLEY J. ISAKSEN JR. 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. REQUIRED TO TRANSFER ALL LOADS. DRAWN: M. HOERETH DATED APRIL 5, 2008 THAT MAY BE REQUIRED BY OTHER TRADES. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 /2" MINIMUM CHECK: J. SBAGLIA 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. / THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" SCALE: AS NOTED - �_ _ - 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. DATE: G/26/20I5 I _ i ROAD 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /2" GYPSUM WALLBOARD 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE SEA , ... -------;-------; NORTH FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. '°4 fi '`, PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT ";.��`,, 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR A` �•: 4r•. NOTE: COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) '1"Nr 1 ' �� AS PER PLANS. ►4.1401 -�� 4_ PLANS TO FOLLOW 2010 ENERGY CODE 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET ANDA CLOTHES l * I 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION POLES ELiKWORK I 50LFOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001WFCM OR LATEST EDITION. . /� 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN NO ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE `�"' NOTE: WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK ACCORDANCE WITH AWPA STANDARDS. NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDINGSHEET NUMBER: DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. ,•,., ct,:.z.)\. . REVISIONS: TABLE 401 .4. 1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(1 ) GLASS OF MATERIAL LOAD-BEARING PRESSURE pounds per square foot) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER Crystalline bedrock 12,000 SNOW DE51GN WEATHERING FROST LINE -TERMITE UNDERLAYMENT FLOOD Ipound - 4.45 N. LOAD SPEED (MPH) CATEGORY DEPTH REQUIRED HAZARDS Sedimentary and foliated rock 4,000 P R301.2 (5) 8301.2 (4) R301.2 (2) R301.2 (3) 8301.2 (6) R105.2.1.1 a. Elevated garage floors shall be capable of supporting a 2,000-pound load Sandy gravel and/or gravel (6W and SF') 3,000 applied over a 20-square-inch area. in MOD. TOLo 20 P5F 110 MPH G SEVERE 36" HEAVY REQUIRED N/A Sand, silty sand, clayey sand, silty gravel and clayey gravel b. Applies to attic spaces meeting the requirements in Section R802.4.I for I•- U 2,000 _ (51^1 V-2 storage are those where the maximum clear height between joist and rafter is til = }- TABLE 3 . 1 NAILING SCHEDULE Clay, sandy clay, silty clay, clayey silt, silt and sandy silt • less than 42 inches, or where there are not two or more adjacent trusses with 1= o z (Cl, ML, MH and CH) 1,500b the same web configuration capable of containinga rectangle 42 inches high by = REF: 2001 WOOD FRAME CONSTRUCTION MANUAL 2 feet wide, or greter, located within the planof the truss. For attics without U < U NUMBER OF TABLE 402.2 MINIMUM SPECIFIED storage, this live load need not be assumed to act concurrently with any other 0i 0 W JOINT DESCRIPTION COMMON NAILS NAIL SPACING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENSTHa(fc) live load requirements. Q w z Q I- J J_ Weathering potential c. Individual stair treads shall be designed for the uniform) distributed live ROOF FRAMING TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION g y J Negligible Moderate Severe load or a 300-pound concentrated load acting over an area of 4 square U 1 RAFTER TO TOP PLATE (TOE-NAILED 2-8d PER RAFTER inches, whichever produces the greater stresses. Q 17 z m Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c m - ,� CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8d PER JOIST d. A single concentrated load applied in any direction at any point along the (n z CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3- 16d EACH LAP Basement slabs and interior slabs on grade, except ggarage floor slabs 2,500 2,500 2,500c top U x o CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3- 16d EACH LAP Basement walls, foundation walls, exterior walls and other vertical z m concrete work exposed to the weather 2,500 3,000d 3p00d e. See Section 8502.2.1 for decks attached to exterior walls. COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE P o N O f. Guard in-fill components (all those except the handrail), balusters and panel -) Q BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END Porches, carport slabs and steps exposed to the weather, 2,500 3,000d,e,f 3,500d,e,f P p p RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END and garage floor slabs fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to I square foot. This load need not be assumed to For 51: I pound per square inch = 6.815 kPa. WALL FRAMING a. Strength at 28 days psi. act concurrently with any other live load requirement. TOP PLATE TO TOP PLATE FACE-NAILED 2-16D 1 PER FOOT b. See Table 8301.2(1) for weathering potential. Applies to attic spaces not meetingthe requirements for storageper ( ) G. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete footnote b. See Section 8802.4.2 for conventonal ceiling oasts and ection TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4= 16D JOINTS EACH SIDE in accordance with Footnote d. 8802.10.6 for trusses. For attics with limited storage and constructed with STUD TO STUD (FACE-NAILED) 2- 16D 24" O.C. d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more trusses, this live load need only be applied to those portions of the bottom HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES than 1 percent. chord of not less than two adjacent trusses with the same web configuration W e. See Section R402.2 for maximum cementitious materials content. U W sZ TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2"x4" STUD F. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less containing a rectangle 42 inches (1061 mm) high or greater by 2 feet (610 mm) z Z 0 3-16D PER 2"x6" STUD wide or greater, located within the plane of the truss. The rectangle shall fit 111 -3 0 than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. between the to of the bottom chord and the bottom of an other truss 01 >- 4- 16D PER 2"x8" STUD member, provided that each of the following criteria is met. UJ BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST - 1,2 TABLE 602A2 ( SSTD 10 - 99 cf) w w 2- 16D PER FOOT 12'ZOR BLOCKING (FACE-NAILED) � I. The attic area is accessible by a pull-down stairway or framed opening in W U Z DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf)2 IN BUILDINGS accordance with Section 801.1• and al Ci FLOOR FRAMING WITH A MEAN ROOF HEIGHT (MRH)5 OF 30 FEET W/ BASIC WIND SPEED6 OF 110 mph OL 1 2. The truss shall have a bottom chord pitch less than 2:12. Ui O O ZONE ALL ZONES INTERIOR ZONE EXTERIOR ZONE _ JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST _ O BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END SIZE OF WINDOW 4 h. Attic spaces served by a fixed stair shall be designed to support the Z U P05 (+) NES (-) NES (-) minimum live load specified for sleeping rooms. Q 1n 0 BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END OR DOOR, A (SQ. FT,) _1 In 0 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) I 3- 16D EACH BLOCK 0 < A < 25 3q -3q -45 i. Glazing used in handrail assemblies and guards shall be designed with a W in safetyfactor of 4. The safetyfactor shall be applied to each of the = LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 25 < A < 50 31 -38 -42 pP concentrated loads applied to the top of the rail, and to the load on the in-fill (- JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 50 < A < 100 35 -31 -40 components. These loads shall be determined independent of one another, and BAND JOIST TO JOIST (END-NAILED) 3-16D PER JOIST - loads are assumed not to occur with any other live load. BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2- 16D 1 I PER FOOT 100 -< A < 200 34 -36 -38 FOR MORE INFORMATION 200 <_A 32 -35 -36 ROOF SHEATHING SEE TABLE 3.10 OF THE WFCM 1995 HIGH WIND ED. I. THE "EDGES STRIP" (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE R301.1 Deflection. The allowable deflection of any structural member under STRUCTURAL PANELS 8D 4:0.C. CO GABLE RAKE 0.H CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OF THE 6 O.C. C�7 PANEL EDGE the live load listed in 8301.4 and 8301.5 shall not exceed the values in DIAGONAL BOARD SHEATHING 12"O.C. © PANELELFEILDGBUILDING BUT NOT LESS THAN 31 LLI. ALL AREAS NOT WITHIN THE "EDGE STRIP" ARE CONSIDERED TO BE IN THE Table R301.1. "INTERIOR ZONE" (H). TABLE 301 . 7 1 "X6" O R 1 "X8" 2-8D PER SUPPORT 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE 15 LESS THAN OR 1 "X10" OR WIDER 3-8D PER SUPPORT EQUAL TO IO DEGREES (A< 109. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS z 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. CEILING SHEATHING 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. STRUCTURAL MEMBER ALLOWABLE I- to 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACC/ORDINANCE WITH FIGURES 102A, 1025 AND IO2G. DEFLECTION p J GYPSUM WALL BOARD _ 5D COOLERS 7" EDGE / 10" FIELD 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. RAFTERS HAVING SLOPE GREATER THAN L1180 Q z Z TABLE 301 . 5 3/12 W/ NO FIN. CEILING ATTACHED TO RAFTERS w z Q WALL SHEATHING o w MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS INTERIOR WALLS AND PARTITIONS H/I80 a. O 0 STRUCTURAL PANELS 8D 6" EDGE / 12" FIELD L/360 o OU FLOORS AND PLASTERED CEILINGS FIBERBOARD PANELS USE LIVE LOAD w 7/1 6" 6D 3 3" EDGE / 6" FIELD g,h ALL OTHER STRUCTURAL MEMBERS L/240 Z ATTICS WITH LIMITED STORAGE 20 O 25/32" 8D3 3" EDGE / 6" FIELD b EXTERIOR HALLS W/ PLASTER OR STUCCO H/360 GYPSUM WALL BOARD I 5D COOLERS 7" EDGE / 10" FIELD ATTICS WITHOUT STORAGE 10 FINISH HARDBOARD 8D PER SUPPORT PARTICLE PANELS 8D PER SUPPORT DECKS e 40 EXTERIOR WALLS-WIND LOAD WITH L/240 DIAGONAL BOARD SHEATHING BRITTLE FINISHES EXTERIOR BALCONIES 60 1 "X6" OR 1 "X8" 2-8D PER SUPPORT EXTERIOR WALLS-WIND LOAD WITH L/120 DRAWN: M. HOERETH 1 "X1 0" OR WIDER 3-8D PER SUPPORT FIRE ESCAPES 40 FLEXIBLE FINISHES CHECK: J. SBAGLIA FLOOR SHEATHING GUARDRAILS AND HANDRAILS d 200 I NOTE: L = span length, H = span height. SCALE: AS NOTED I f DATE: 6/26/20 15 STRUCTURAL PANELS GUARDRAILS INFILL COMPONENTS 50 i a. The wind load shall be permitted to be taken as 0.1 times SEA - -. the Component and Cladding loads for the purpose of .g� �' 1 " OR LESS 8D 6" EDGE / 12" FIELD a a the determining deflection limits herein. �e :'y �►� GREATER THAN 1 " 1 OD 6" EDGE / 6" FIELD PASSENGER VEHICLE GARAGES 50 �i!-r, 1 ,,, DIAGONAL BOARD SHEATHING b. For cantilever members, L shall be taken as twice the length of the �' ��/ • ;` 1 „ ROOMS OTHER THAN SLEEPING ROOMS 40 cantilever. V�! '�.r- �r �. 1X6 OR 1X8 2-8D PER SUPPORT -� 'j-- 1 1 "X10" OR WIDER 3-8D PER SUPPORT SLEEPING ROOMS 30 c. For aluminum structural members oranels used in roofs or walls of 0 $ 4fsunroom additions or patio covers, not supporting edge of glass or sandwich ( ' ,Iiiii:r Nate/ the total load deflection shall not exceed L/60. For sandwich panels STAIRS 40 c panels, 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 used in roofs or walls of sunroom addition orpatio covers, the total load INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL SHEET NUMBER: BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. For SI: I pound per square foot = 0.0471 kN/m2, deflection shall not exceed L/120. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED I square inch = 645 mm2, • TO 1-16D NAIL PER FOOT. , C3 t 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. REVISIONS: ,,,,, ' ,,,,, / NOTE= EXISTING CONDITIONS A5 INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS t ROUGH FRAMING. CONTRACTOR 15 TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH (3)2"X4" WD STUD FRAMING HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY 6 CORNER TYP. \ ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND 15 LIBEL FOR NEW WORK PERFORMED. O CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ilk SIMPSON HTT5 L(� ACCORDANCE WITH NYS CODES-DETECTORS SHALL CONFORM TO UL.2034 STANDARDS METAL HOLD ' ' LD U ill — O 5D SMOKE DETECTORS SHALL-BE INTERCONNECTED SINGLE STA-110N DEVICES IN ACCORDANCE WITH • • . W• H LOCAL AND NYS CODE. .•' _ • • • F— . U z 14 5D5 I/4")(3° WD ' • � � (2) I6'-0"EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIND / �- SIMP50N H5 A5 PERU 0� 0 w TIE NEW FND.WALL TO EXISTING BOTTOM PLATE Q z FIXTURE NOTES W MAKE,MODEL,AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. W/ . RE NO SH IN O.G.VERT. Q 5 _J TYP.USE NON-SHRINK GROUT ` � �" A5 REQb(TYP) 551520 ANCHOR BOLT *II I / r H_` _ y .:.,.. _1 \ TYP. AT HOEDOWN `J - (�� r'I1'v'r.`I1V 1LI � •I.WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN.DESIGN PRESSURE AS PER TABLE - -8x 602A2 FROM 56TO IO-ciq(5HEET T-2).APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS SMART VENT ,." F.J. SIZE A5 PER PLAN d DESIGNATED A5 EGRESS WINDOWS SHALL COMPLY W/RCNYS SECTION R3I0-EMERGENCY ESCAPE AND , RESCUE OPENINGS.Tic TY43046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 5ERIE5) / 15-4 A> SILL PLATE I j v , z x 2'x10"LEDGER W/I/2'm � \14 — O 2.A DWELLING WITHIN I MILE OF THE COAST SHALL ALSO CONFORM TO RC.N1(S SECTION 83012.12 AND z U PROVIDE GLAZING PROTECTION FROM WIND-BORIS DEBRIS QE THE BUILDING SHALL BE DESIGNED AS A EXISTING FOUNDATION GALVANIZED LAG OR . (I) #4 REBAR _ 0 C� PARTIALLY ENGL05ED BUILDING IN ACCORDANCE W/THE BUILDING CODE OF NEW YORK STATE. HALL AND FOOTING EXPANSION BOLTS 024 .f-4._ IN SHEAR CONE-MIN. ir 11J TO REMAIN O.G.STAGGERED rip.P. 12" LENGTH I 4 0 O 3.WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/THE RELISHED PROVIDE JOIST HANGERS I /� 0 Q 0 MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE f2E5IGN PRESSURE F.J.®I6O.G. SSURE SPECIFIED A5 PER SECTION " ' " REBAR�LENGTH 86135.1 OF THE RCNYS. : = N____ a ANCHOR BOLT K 4.ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTIHERWISE DESIGNATED. ALL MULLIONS OCCURRING j NEW CRAWL SPAS p WITHIN 12" OF BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR A55ENtBl-IES SHALL CONFORM TO SECTION R613b OF \ \____N...\7) 2'P.G.SCREED GOAT .'. 1= CORNER THE Rat's. ua (2)TAO"F.J. ' !' 5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS _ —r:::' E p _ _ _ - . . FOUNDATION WALL AND SHOWERS.GLAZING IN ANT PART OF A BUILDING HALL.ENCLOSING'TILL COMPARTMENTS WHERE THE % ` BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY • STANDING OR WALKING SURFACE SAHLL BE IMPACT GL SS AS PER 8308.45 OF THE RCM. 0 -f LINE OF WALL ABOVE ;.• ' - METAL HOLD-DOWN/ UPLIFT ANCHOR JOIST NOTE= .: O w ALL HALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. o :�' ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB SCh'N•T.S• 0 Z ciZ WADS USED IN CALCULATIONS= . . ...:`,`�, �+�. .. • . ,.}6x16-_'_�_I—"_•. '�-.- � ��l�i% � FIRST FLOOR (L/360) 1 SMART VENT 1 / LIJ LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD=50 P5F SECOND FLOOR (L/360) L , __I WOOD POST _ W z LIVE LOAD=30 P5F DEAD LOAD,--.10 PSF TOTAL LOAD=40 P5F LINE OF WALL ABOVE 8 P.G.FND WALL OVER 165010 P.G. o ° U ATTIC STORAGE (L/360) ^ / FOOTING W/(4)*5 REBAR HORIZ.36" o 0 LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD=30 PSF 16'-0" / BELOW GRADE W/2x4 KEY USE SIMPSON BABSE OR EQ. 41\1.'11011d � 1161 ono ,� LJG.. QJROOF (L/240)SNOW LIVE LOAD=45 P5F DEAD LOAD=IO P5F TOTAL LOAD=55 P5F ' W 0 = (REFER TO RCNYS TABLE R301b FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) FOOTING . •• •• , z C) H- i HEADER NOTE, (SEE PLAN FOR SIZE) • ' • 'l < Lr) O ALL EXTERIOR WALL HEADERS ARE TO BE(2)2XI2 WV I/2"PLYWOOD SPACER AND ALL INTERIOR ABA4 on Strong-Ile In 0 HEADERS ARE TO BE(2)2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0'SHALL HAVE A AI Simps EPT44A GBQ445D52 W 0 • DBL.JACK STUD WITH A SINGLE KING STUD AND ON EXTERIOR HALLS SHALL HAVE A DBL.SILL PLATE IW ' TYP. ALL LVL DESIGNATIONS ARE 51.t)BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE COLUMN BASE UNIFORM LOADS-FLOOR 100%-2.0E 6-P LAM LVL FOR MAX.LIVE LOAD WITH LIMITED DEFLECTION OF _r - COLUMN BASE; Attaches wood post to concrete embedment SCALE:N.T.S. to resist high uplift loads. ALL JOIST AND RAFTER SIZING 15 BASED ON DOUGLAS FIR-LARCH NO.2 (OR BETTER) W/AN Fb OF q00 N. AND AN E OF 1,600,000.(AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) SUB-FLOOR 'AGQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED HOOD STANDARDS AND SHALL TAKE CAVA CiED METAL THE PLACE OF 'CCA' HANGER ALL JOIST HANGERS t LAG-BOLTS USED WITH 'AGO'PRODUCTS SHALLIA BE ZINC COATED(iYP) JOIST �,. J Q 0 SIMPSON HOLD DOWN LOCATION . LEDGER IN z W BOLTED TO O 0 3/4 HR RATED WALL NL DESIGN No.35q) . -//;,/. 5/8'TYPE 'X'ON GARAGE SIDE OF BUILDING HALL f--' W z HALL I/2'TYPE 'X'ON LIVING'SIDE r 0 2 J PROPOSED HALL tu t Q z BUILDING WALL �O )-- z Z •':',..:::"'-•'-:":',:••;-::.•,...,..:., PROPOSED FOUNDATION WALL �/ z O ' — LEDGER DETAIL n 0, o TW28210 W z i NEW DOORS/WINDOWS SCALE:N.T.S. z 0 0 WOOD - %)/ STUDS® I6" O.G. ANME NEW STRUCTURAL WOOD POST F OUNDATION PLTO PLANS) O NEW STRUCTURAL WOOD POST ABOVE BASE PLATE —-- --— NEW BEAM - , .• 3/4" T4G STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED HALLS,FLOORS AND AS PER SECTION R3II5 OF THE ROOF/CEILINGS COMPRISING ' PLYWOOD SUBFLOOR RES. CODE OF NEW YORK STATE. ELEMENTS OF THE BUILDINGS DRAWN: M. HOERETH THERMAL,ENVELOPE,A MOISTURE CHECK: J. SBAGLIA THE MECHANICAL SYSTEM SHALL �vA'� A SHALL ,..�—RIM JOIST OR A5 BE INSTALLED AS PER CHAPTERS INSTALLED ON THE WARM-IN-WINTER \ PER SCALE: AS NOTED 12-24 OF THE RES.CODE OF NYS. SIDE OF 'THE INSULATION AS PER SECTION 183115 OF THE RES.CODE OF THE PLUMBING SYSTEM SHALL NYS. L. 6/26/20 15 I BE INSTALLED AS PER CHAPTERS ' , ' WASE STRAPS-SIMPSON SEA 232 OF THE RES.CODE OF NYS. HALL AMID CEILING FINI;fiLS SHALL c�dN G520 COIL STRAP : "'''n HAVE A FLAME SPREAD r ' �. EVERY STUD ` � '•. GLA55IFIICATION OF NOT GREATER l �� THE ELECTRICAL.EQUIPMENT AND THAN 200 WITH ASMOKE- I1 •" -.AIL iti",,"_� ` \ BE INSTALLED AS t :. 4 ' WIRING SHALL D VELOF'ED INDEX OFNOT GREATER PER CHAPTERS 53-42 OF THE THAN 450 AS PER SECTION R5I5AND �, RES.CODE OF NYS. INSULATION SHALL HAVE A FLAME �` SPREAD (INDEX OF NOT GREATER THE MINIMUM INSULATION THICKNESS THAN 25 IW/A SMOKE- DEVELOPED �w THAN 450 ,• 1 :)/ (2) 2"X6" 'ACO'FOR HOT HVAC PIPES SHALL BE AS INDEX OF NOT GREATER •. .�• • SILL PLATE �7/, �� PER 5EGT1GM1 NI1033 OF THE AS PER SECTION R5I6 OF THE RES. RES.CODE OF NYS. GORE O NYS. ` ' bls 1 CONCRETEOUNDATIOORWALL A� - J THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL SHEET NUMBER: FOR HOT HATER PIPES SHALL BE A5 BE INSTALLED AS PER SECTION PER SECTION 81023 AND EXTERIOR WALL NY OF THE COVERINGS SHALL BE INSTALLED A5 RES. GORE OF NYS.• PER SECTION R703.4 OF TI-E RES. 41 SILL PLATE ANCHORS CODE of NYS. i _ ANCHORS SILL PLATE AND STUD TO CONCRETE SCALE:NT . 1 *�., t., . 1 OR 01) FOUNDATION WALL. r I 1 REVISIONS: 0 Pileup woop --/ 18o '- " / ELECTRICAL NOTES EXISTING CONDITIONS A5 INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL ma( 16'-0" 2,-0" 1. A minimum of one wall-switch-controlled lighting outlet is required in every habitable -74 / / room, hallway, stairway, attached garage, and outdoor entrance. Exception: In habitable COMPONENTS I ROUGH FRAMING. CONTRACTOR 15 TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH rooms other than kitchens and bathrooms one or more receptacles controlled by a wall FRAMING HAS BEEN EXPOSED 50 THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 12 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY / 8'-0" / 8'-0" / switch are permitted in lieu of lighting outlets. AND 15 LIBEL FOR NEW WORK PERFORMED. 2. In every kitchen, family room, dining room, den, breakfast room, living room, parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle outlets must be installed ,_J Is \- so that no point along the floor line is farther than 12 ft, measured horizontally, from an outlet, including any wall space 2ft or more wide and the wall space occupied by sliding CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN r panels in exterior walls. Ln OACCORDANCE WITH NYS CODES-DETECTORS SHALL CONFORM TO U.L.2034 STANDARDS c/1 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve only N- G35 T/I small appliance outlets, including refrigeration equipment, in the kitchen, pantry, diningF- r✓iiia iriiiiiiiiiiiiiiiii' �� I� - 'i�i���iiiiiiiii��������iii \ \ \ room, breakfast room, and family room. Both circuits must extend to the kitchen; the (- W - 'I cother outlets may connected n other rooms may be served by one or both of them. No tletbeted W I•-- • OSMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL AND NYS CODE. PATCH AND REPAIR 15-72 / i N _ to these circuits, except a receptacle installed solely for an electric clock. In kitchen and I- L /- • WALLS,FLOOR AND / Q \ 'a► dining areas, receptacle outlets must be installed at each and every counter space wider -- U Z CEILING AS REQUIRED o tr than 12 i n. L OL ØEXHJSTFANDUCThDTOERIORINBAThROOM5O CFM MIND BEM MEAT 112 a / % N 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry U < U o013INCIWO O� o[W / ����,Y� s \ receptacle(s), and it may have no other outlets. 0 W - -o 7 / 5. At least one receptacle outlet must be installed in the bathroom near the basin and Q Z ALL MAFIXTUREKE,MOtDEL,AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER V.-REMOVE BEARINGIHALL-PROVIDE ' VGAS FIREPLACE- I 5 must and 20 be vAecircuit h t o ground supply threelc wattsuit t of interrupter pp for every squction. 6. are footof requires loo sufficient Q D �_ TAS DIRECT VENT PP ypower qfloor _ - RE�II�D in / " I peace, not sq including; one gacrageuit pand er 500 nsporft is aredesas. Minimum code suggestion is one circuit CD r= H $t4DOW NOTES � 2 x10 F.J.e16 O.G. I Q V I.WINDOW DESIGNATIONS ARE AND SHALL HAVE A MIN.DESIGN PRESSURE AS PER TABLE I`"' - I 7. A minimum of one exterior receptacle outlet is required (two are desirable) and must Q 9 A SUBSTITMED. ALL WINDOWS UP 15 R. DN. 14 R. I / Q be provided with ground fault circuit interrupter protection. c] Z m DESIGNATED A5 E6602A2 FROM 55TIDREo-5�6T LAPPROVED EQUAL MAY COMPLY IN,/MITI'S� SL�GTI EMERGENCY ESCAPE AND 'Il -10 o \ I i's h eAonelnimum of in the laundry.receptacle Iattach outlet s required in basement and garage, in addition to Z X RESCUE OPENINGS.11-7E \ I ry garages it must be provided with ground fault circuit Q �_ interrupter protection. z U m 2.A DWELLING WITHIN I MILE OF THE COAST SHALL ALSO CONFORM TO RGNYS SECTION 83012.12 AND l 1 -, v������� 9. Manybuildingcodes require a smoke detector in the hallwayoutside bedrooms or above = PROVPARTIIDE ALGLAZlNG FR BUILDING IN ACCORDANCEBUILDING CODE OF NEHOM HIND-BORNE DEBRIS TI-E BUILDING SHALL BE YORK STATE.IGNED AS A I Q N J \ the stirway leaing to upper floor bedrooms. W • GA LING N N 10. Disconnect switches are required. O < Note: Refer to the National Electrical Codeor further information on residential < a' 3.WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/THE PUBLISHED ) (\ (NEC)( ) MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED A5 PER SECTION ' // I \\ N 1 _\ - requirements. RbI35.1 OF TIE RGNYS. EggI_ BN_Y / I \ Zn I ` % ' 4.ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTItRWISE DESIGNATED. ALL MULLIONS OCCURRING ,i. �// I¢ \. �� N BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION Rb13b OF / - \ THE RGNY�J. --- / BENG�I SEAT \ t\1 TN 5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS �E. ps;{MMID�{p� ISTING 1 ���� =f . / -- AND SHOWERS.GLAZING IN ANT PART OF A BUILDING HALL ENCLOSING THESE COMPARTMENTS WHERE THE OIL FILL II rib -� \ \ BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY \A TO BE I -635- STANDING 5 J STANDING OR WALKING SURFACE SAI-ILL BE IMPACT GLASS PER 8308.45 OF THE RGNYS. / / / P f QST 1=L OOi� MMit EXISTING JOIST NOTE 4.1-0" g._0" q.1-0" W - HOSE BIBS L_ fCI--�TII�IC vCHm»1.1J-E NZ ALL HALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TM. MicWOOD / / SYMBOL TYPE QTY. U W 16'-0" 2'-O" f ELECTRICAL OUTLET Z M� 0 LOADS USED IN CALCUL / 18'-O" x W FIRST FLOOR (L/360) fon GROUNDED OUTLET }- LIVE LOAD=40 PSF DEAD LOAD=10 P5F 'TOTAL LOAD=50 P5F +3 35-HAY SV�fGH WW LL.I SECOND FLOOR (L/360) LIVE LOAD=30 PSF DEAD LOAD=10 PSP TOTAL LOAD=40 PSF W z ATTIC STORAGE (L/360) LIGHT 5WITUi U LIVE LOAD=20 P5F DEAD LOAD=IO P5F TOTAL LOAD=30 P5F � / W ROOF (L/240) NOTE: -r HI-HAT LIGHT FIXTURE LLL (f) --1 SNOW LIVE LOAD=45 PSF DEAD LOAD=Io P5F TOTAL LOAD=55 P5F ALL WINDOWS TO BE 'ANDERSEN' UI O O t1REFER TO RCNYS TABLE R301b FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) TERRA TONE z F- HEADER NOTE, Q ALL EXTERIOR HALL HEADERS ARE TO BE(2)2XI2 H/II/2"PLYWOOD SPACER AND ALL INTERIOR _.__I IIS O HEADERS ARE TO BE(2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0' SHALL HAVE A In DBL.JACK STUD WITH A SINGLE KING 5TUD AND ON EXTERIOR HALLS SHALL HAVE A DBL.SILL PLATE W TYP. ALL LVL DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS-FLOOR 100%-2.0E 6-P LAM LVL FOR MAX.LIVE LOAD WITH LIMITED DEFLECTION OF I--- L/360. ERNS: PROPOSED FIRST FLOOR PLAN ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH NO.2(OR BETTER) W/AN Fb OF 9o0 AND AN E OF 1400000.(A5 PER*STERN HOOD PRO(Xk TS ASSOCIATION SPAN TABLES) SCALE: 1/4"=11-0" 'AGQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE LL THE PLACE OF 'GGA' ALL JOIST HANGERS I LAG-BOLTS USED WITH 'AGO'PRODUCTS SHALL _ O BE ZINC COATED(T(P) J ,; SIMPSON HOLD DOWN LOCATIONS -I 1 z Q 11-7 3/4 HR RATED HALL(UL DESIGN HO.359) 0 CZ //,_,_/ 5/8'TYPE 'X'ON GARAGE SIDE OF LINE OF EXISTING ROOF FQ -- W p-- WALL 1/2"TYPE 'X'ON LIVING'515E / ABOVE �/ PROVIDE 3"x4"LEADERS Ti?.-rm. 0 Q -1/43- z �I PROPOSED HALL / (REFER TO ELEVATIONS) LEADER 0 Q Z z / I TO DRAIN TO APPROVED UJ / DRAINAGE SYSTEM TYP.-REFER Q Z . CL •�:1. // I TO SITE PLAN ?.:•,•'•; " PROPOSED FOUNDATION WALL / - �lilNFil.ES-D�LER 15FJ.��P�R- ---- PROVIDE LGE SHIELD n p NEW DOORS/WINDOWS // - --- I AS PER 89052.1.1 W 0 / 7//----- z U/ - SHED ROOF BELOW OH ILK NEW STRUCTURAL WOOD POST o $ -- 41 ■ NEW STRUCTURAL WOOD POST ABOVE - cv "--- --- NEW BEAM *i jl.s :.�_!.. ,-I EM Ij STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS,FLOORS AND 2"KE01' PR.0 15" O.d. AS PER MOTION R511.5OF THE ROOF/CEILINGS COMPRISING -Z' f2�RiDGE-BEAM SE _ 4 RES. CODE OF NEW YORK STATE. ELEMENTS OF THE BUILDINGS DRAWN: M. 110ERETI-1 THERMAL ENVELOPE,A MOISTURE CHECK: RIDGE=VE`1T HECK: J. SBAGLIA THE MECHANICAL SYSTEM SHALL \VAPOR RETARDER SHALL BE BE INSTALLED AS PER CHAPTERS INSTALLED ON THE HARM-IN-HINTER { CALF: ASNOTED 12-24 OF THE RES.CODE OF NYS. SIDE OF THIS INSULATION A5 PER I y, { SECTION R3318 OF THE RES.CODE OF DATE: 6/26/20 15 THE PLUMBING SYSTEM SHALL NYS. I 0 `^ --J BE INSTALLED AS PER CHAPTERS 25-32 OF THE RES.CODE OF NYS. WALL AND CEILING MUM SHALL I I- -_- SEA HAVE A FLAME SPREAD - ® I , � THE ELECTRICAL EQUIPMENT AND CLASSIFICATION OF NOT GREATER i L I " e 0.. '� '°'\ THAN 200 WITH A SMOKE- - r �'r _ THROUGHOUT CONTRACTOR TO EVALUATE SITE + { HIRING SHALL BE INSTALLED AS PROVIDE 3 I/2 x5 CONT.GUTTERS TYP. '� . �` /� � ' DEVELOPED) INDEX OFNOT GREATER I) PER CHAPTERS 35-42 OF THE THAN 450 AS PER SECTION R515AND I (4 -111F, I CONDITIONS AND PROVIDE APPROVED 'LEAF 011°',0:-Wliv~g :, RES.GODS OF NYS. c� I GUARD'SYSTEM A5 REQUIRED TO KEEP ,,,t14 / '' INSULATION SPREAD INDEX OF NOT GREATER _ ---'� �/ \.,-----' / GUTTERS AND LEADERS FREE AND CLEAR OF �I;..0.04, 11111:),io, • THE MINIMUM INSULATION THICKNESS THAN 25 V-/ A SMOKE-DEVELOPED -1- A. f ALL DEBRIS TO PREVENT CLOGS. ��„f 1 1\ FOR HOT HVAC PIPES SHALL BE A5 INDEX OF NOT GREATER THAN 450 I - - - - - \ �0 VI3+ PER SECTION N1103.3 OF THE A5 PER CiTTON tZ316 OF THE RES. L_= 1 OF A � RES.CODE OF NYS. CODE OF NYS. I I r T FLASHING PER `�., '` INTERIOR HALL COVERINGS SHALL I l 8903.2 189052.8 � f THEE MINIMUM INSULATION THICKNESS BE INSTALL1rD A5 PER SECTION SHEET NUMBER: FOR HOT HATER PIPES SHALL BE A5 PER SECTION NIIO3.4 OF THE R7023 AND EXTERIOR HALL AI RES.CODE OF NYS. COVERINGS SHALL BE INSTALLED AS PER SECTION R103.4 OF THE RES. F® CODE OF NYS. ,;A, ) 1 \I PROPOSED PARTIAL ROOF PLAN .fix SCALE: I/4"=1'-O" REVISIONS: Ln <9 1- 1-- -- W F– _ C z NOTE: U Q dCZ ILI ALL WINDOWS TO BE 'ANDERSEN' NOTE: z j7 TERRA TONE ALL WINDOWS TO BE 'ANDERSEN' STEP/CONTINUOUS Q I-- STEP/CONTINUOUS TERRA TONE FLASHING PER Rg032 J FLASHING PER R903.2 4 R105213 _J 1= 2 4 Rg052 8 CONTINUOS rr nn 1- CONTINUOS V RIDGE VENT DIMENSIONAL ASPHALT DIMENSIONAL ASPHALT RIDGE VENT SHINGLES COLOR 4 STYLE 1 Q SHINGLES COLOR 4 STYLE A5 PER OWNER(TVP) z m AS PER OWNER(TVP) rr� r �" PROVIDE 31/25(5"CONT.GUTTERS Ti P. V J Q O PROVIDE 31/2545"GOVT.GUTTERS TVP. THROUGHOUT CONTRACTOR TO 12 THROUGHOUT CONTRACTOR TO EVALUATE SITE CONDITIONS AND 12 Z U ea —�5 EVALUATE SITE CONDITIONS AND PROVIDE APPROVED 'LEAF GUARD' ' = W PROVIDE APPROVED 'LEAF GUARD' SYSTEM AS REQUIRED TO KEEP GUTTERS • SYSTEM AS REQUIRED TO KEEP GUTTERS AND LEADERS FREE AND CLEAR OF ALL Q �/��I,�� AND LEADERS FREE AND CLEAR OF ALL DEBRIS TO PREVENT CLOGS. Q imai DEBRIS TO PREVENT CLOGS. r� inn �1 I JJ STEP/CONTINUOUS — r / \ I STEP/CONTINUOUS FLASHING PER Rg032 r NM ■■ E■ / _- FLASHING PER Rg032 4 Rg052B NMI '� 1r // \\ r 4 Rg0528 rna mimes r - / �- 11rr�r 111 CEDAR SIDING AS PER OWNER ' �r .■ ■■ ■. r } rimm� L J _CEPARSIDINGA5PEROER 11111111 ► �_,_,_ , 11111 . / 11 \\ G35,// r l _ '..---------4'CORNER TRIM COLOR AS 4' CORNER TRIM FER OWNER L r .11111 r �� 1111111111=11 r LJ _ PER OWNERI � �utul�iit• r r wili FIRST FLOORrrlrllr�i�lr-I r1 FIRST FLOOR 4ELEV. o'-o" (DATUM) `-`�j ' I I I II II II II II II II II II II U LLI z ,i III III I II I I III III III II II II T I I ELEV. O'-0" (DATUM) �/ APPROX GRADE z 0 APPROX GRADE LLJ J — w W 11-1 CZ z FRONT ELEVATION (EAST) 0 REAR ELEVATION (WEST) ez wo SCALE: I/4"=1'-O" SCALE: I/4"=I '-O" W 0O 0 - 0 Z 0 I- Q Ln O I ___I Ln (l) LU In . Z i . I NOTE: ALL WINDOWS TO BE 'ANDERSEN' TERRA TONE cn EXISTING Z O HOUS BEYOND 0 GONTI STEP/CONTII'1)OUS F W F-7RIDGE FLASHING PER Rg032 VALLEY / 4 Ra052.8 PROVIDE 3 I/2"x5"CONT.GUTTERS TVP. 0 QLJ FLASHING / 12 THROUGHOUT CONTRACTOR TO U Q z J EVALUATE SITE CONDITIONS AND 4 PROVIDE APPROVED 'LEAF GUARD' -)> z LTJ SYSTEM AS REQUIRED TO KEEP GUTTERS oma/ - AND LEADERS FREE AND CLEAR OF ALL CZ DEBRIS TO PREVENT CLOGS. IL O Q H o 1111111111111111111 (r) _1 z co i E. II-17It it I V -- \\ ,' CEDAR SIDING A5 FER OWNER J \J 111111111111011111111 .�Ly _ / CIS 11111111111111 / GIST 4'CORNER TRIM COLOR AS Ti MMUS PER OWNER U U 'r rr r 1_7: LL--- FIRST FLOOR II I II II I II II I II II I I II II T ELEV. O'-o" (DATUM) DRAWN: M. HOERETH APPROX GRADE CHECK: J. SBAGLIA SCALE: AS NOTED DATE: 6/26/20 15 SEA ,,, -Or ilekoN "tmts 7/ 110:44,, g,• ,e,,.,,.„ ,A,1,,,, '1,,' 0,9„:6,,,./ SIDE ELEVATION (NORTH) .N...!....4.OFNS*77, SCALE: I/4"=I'-O" SHEET NUMBER: . i REVISIONS: 1.0 CD I— I-- U U — WF- • (2)2"xlo"W/I/2" I— _ PLYWD SPACER TYP. — P Z OR A5 PER PLANS = < y 1 MT524G RAFTER TIE U lL W BY SIMPSON OR EQ. TIP.AT WIN.HDR EXISTING HOUSE BEYOND \ olo a �� Q U z ROOF RAFTERS I-' �..I AS PER PLANS Q VALLEY FLASHING PER r e � � ___I � R9032 4 R90528 ( DBL.TOP PLATE AT LD RIDGE VENT CONT. STEP FLASHING I''tK WOOD RR SECOND FLOOR OR V ,- PROVIDE ICE SHIELD PLANS DIMENSIONAL ASPHALT 2'x12"RIDGE R9032 4 R9052B AS PER R9o52.1.1 SHINGLES OVER 150 FELT PAPER,OVER I/2'GDX EXT. � - AT SINGLE STORY (� d- 51MP50N HT RAFTER GRADE PLYWD.SHEATHING, iiii012 PROVIDE SIMPSON MT524C RAFTER TIE rU Z co OVER 2"xl0'R.R.® I6'0.0.NI/ ,�� �4 TIES AT TY SIMPSON HOOR EQ. WINDOW TIE TYP. R-300 BATT INSULATION �.- �,� CONNECTIONRA ) '�R F IFS _ OPENING I I/�4R 52 T� v J Q O rn M �" 2"x6"G.T.® I b O.G. z U TOP OF PLATE N AT 2ND FLR EXT. L_ AS PER PLAN `� N(�-jcl A HALLS MIN. 12'BEARING = W I v ON STUD FADE(TYPJ NI ELEV. 8'-O" \ CONT.ALUMINUM 0 O --�� k GUTTERS r , DBL.TOP PLATE TYP. NEN NINDokei LEADERS PER ( Q (L -REFER TO O FLNOOF�PLAN NEW FAI�.Y R001� n_ z CONTRACTOR CATHEDRAL CEILING ' HALL FRAME NEW CEDAR SIDING BY.OWNER 0 GOVT.SOFFIT - f AT 16'O.G.(REFER TO PLANS) ~ VENT(TYP) IMPSON HI5 RAI tK OVER 1/2'CELOTEX OVER TYVEK TIE TYP. HOUSE WRAP OVER I/2"EXT.GRADE NEW 2x10 F.J.® I6'O.G. _� -IN''' � 11/4'X24'20 GAGE JACSTUD STRAPS rm. PLYWD.SHEATHING OVER 2"x4'WD. W/R-30 INSULATION 0 - 1 I/4"X24"20 GAGE ��- - STUDS® 16'O.G.W/R-I5 BATT INSUL. 3/4'TdG PLYWOOD dJ AT 2ND FL ' - - rAT 2- - KSIDES OF OPENING -FINISH FLOOR A5 PER � ' WALLS ` - FIRST FLOOR OWNER - - - �----RIM JOIST ELEV. O'-O" (DATUM) li ••••••••••••••••••••••t••••�V •�• •••' •?• i •' •• •t• •• WINDOW }}� •�������������������������� ���1 •1♦ •�• •e• ��• •�• ♦�• ••� OPENING ` \ I. �� W 2'-O (2)2"x10'F.U._ • lz WALL FRAME �., APPROX GRADE AT 16" O.G.('REFER TO PLANS) Z J 1 1/4'X24"20 GAGE PARSE GOAT':, - _ �� - - _ - HEADER STRAPS TYP. `� z "' SIMPSON R5P41YP. AT EACH STUD z J OL z rT EACH JACK STUD W O ' 8'P.C.P G.FND HALL OVER Ib'x8'D P.G. '----WALL FRAME 0 ;':. FOOTING W/(4) #5 REBAR HORIZ.36" Ft) '`, `.•• BELOW GRADE W/2x4 KEY N AT 16'0.0.(REFER TO PLANS) 0 UI r-;�.. . •. SIMPSON R5P .� W W V �vf 1! -)� L:_. I • :•: IYP.AT EACH STUD - - - BOTTOM PLATE U 2'PL.SCREED COAT NOTE: REFER TO OVERALL W cZ Z f FLR PLANS FOR SPECIFIC - / ^ X�_ - - - HOLDOWN LOCATIONS - - - LL W A BUILDING SECTION o —� t---r LJ r r 1 , 1 r f- RIM JOIST iu O O �J 'AL.E: I/4��= I'-On \-AGO SILL PLATE W O ��AGO SILL PLATE z 0 H 0 WALL STRAPPING DETAIL 0 HEADER STRAPPING DETAIL Q J in O SCALE N.T.S. SCALE NX W I I•— SPLICE LENGTH STRAPPING and ANCHORING SCHEDULE ii I AREA HOLDDOWN USED / LENGTH NUMBER OF GAPAG I TY OF NOTES \--SPLICE DIRECTLY NAILS HOLDDOWN OVER STUD TYP RIDGE SIMPSON 05-20/24"MN.LENGTH 3-IOd 1005#/CONNECTION RIDGE STRAPS ARE NOT REQ'D HfEN 2"X4' THROUGHOUT COLLAR TIE 15 LOCATED WITHIN THE UPPER 1/3 (D II II OF THE ATTIC SPACE AND ATTACHED TO Z DBL.TOP PLATE EACH PAIR OF OPPOSING RAFTERS AS PER • TYP.THROUGHOUT WFGM 1995 SECTION 3.2.5J ('(] DORMER RIDGE SIMPSON G5-20/24"MIN.LENGTH 2-10d 1005#/CONNECTION SEE NOTE Z ADOVE EAVE SIMPSON H-1 ANCHOR 4-8d TO RAFTER 845#/CONNECTION PER 0 J HALL FRAME AT 16'DG. 8-6d TO STUD RAFTER 11- -RLfER TO PLANS 2-6d TO PLATES (— 0 Ili DORMER EAVE SIMPSON H-7 ANCHOR 4-8d TO RAFTER 845#/CONNECTION PER 2 Z cp 8-8d TO STUD 0 Q 2-8d TO PLATES RAFTER Q z O _ O z CEILING TO SIMPSON 05-20136'MIN.LENGTH 26-8d 1005#/CONNECTION PER STUD 0U cz HALL FLOOR TO SIMPSON CS-20/36'MIN.LENGTH 26-8d 1005#/CONNECTION PER STUD EL 0 UI U FLOOR ' FLOOR TO FOUNDATION SIMPSON STHDI4RJ 4160#/CONNECTION AT FOUNDATION CORNERS- 1--- 0 HOLDDOWN ANCHOR 36-I6d FROM FDN.HALL TOCD CZ SINKER WOOD CORNER POST U Z FOUNDATION TO SILL SIMSPON SST13-16 PLACED 4'-0' 120#/FT. TABLE O Q 16'MIN.LENGTH O.G. 3-2 WFCM _l •NOTE: ALL STRAPING INDICATED MEETS OR EXCEEDS THE REQUIRMENTS IN 11-E WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION TABLE 3.6 FOR RIDGE CONNECTIONS,TABLE 22 FOR EAVE CONNECTIONS,AND TABLE 3.2 FOR FOUNDATION CONNECTIONS. CD AS PER WFCM 1995 EDITION FOR ONE AND TWO-FAMILY DWELLINGS TABLE 3.20 .WIW`ALL STRAPS BY 'SIMPSON STRONE-TIE'SHALL BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS. ANY NEW,UPDATED OR CONFLICTING INFORMATION PROVIDED BY SIMPSON SHALL TAKE PRESEDENCE OVER THIS SCHEDULE. BUILDING DIM.(FT.) MIN.SPLICE LENGTH(FT) LIm 12 I DRAWN: M. HOERETH 16 I 20 2 CHECK: J. SBAGLIA 24 2 SCALE: AS NOTED 28 3 DATE: 6/26/20 15 32 3 SEA ./00A", ®y °' 36 3 40 50 4 �`� Ar 1.,� 41 I.TABLULATED SPLICE LENGHTS ASSUME TOP PLATE-TO-PLATE CONNECTION 1 ,414 ‘4. 60 6 U51N6 2-Ibd NAILS PER FT. FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING ,, ,O,, ,,,..‘4,0!ivl,„,.....: SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS. '' ' 'i,t: OF flrAi ./ 2.TABLULATED SPLICE LENGHTS ASSUME A BUILDING LOCATED IN EXPOSER B OR G. 3.TABLULATED SPLICE LEN6HTS ARE BASED ON 8 FT.WALL FITS.FOR OTHER HALL HTS.,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. SHEET NUMBER: 4.TOPPLATES SHALL BE A MINIIIJN OF STUD GRADE MATERIAL. 0PLATE SPLICING DETAIL ,•:, I SCALE N.T.S. ® , ,4 i ♦ . REVISIONS: RAI-I b<STRAPS- SIMPSON 0520 COIL STRAP 12' MIN. NLK R.R. FACE MIN. 26" EVERY RAFTER CONTINUOUS 'COBRA' R.R.(SEE PLAN FOR SIZE) ,, RIDGE VENT TYP. OR ROOF SHINGLES A5 PER A5 PER OWNER OWNER OVER 15 # FELT PRE ASSEMBLED 2X4 PAPER OVER 1/2" CDX FLYING GABLE TVP. RIDGE (REFER PLYWOOD SHEATHINGAND 51MPSON MT524G SEISMIC E OR TO PLANS) •„• NAILED A5 PER TYP. ROOF ASSEMBLY .'i •�•.•4i`. .'ii��' i %i•• SCHEDULE ON SHEET T-2 — GLE DETAILS ON 411; __1; EQ. G5201 GO 5CANE 1TRAP ••p IJ ROOF RAFTERS(REFER TO PLANS) ,,.;.•- ' "•:;., _ — THIS PAGE r—1,1 * Minimum of seven bolt diameters \*I' PROVIDE SIMPSON to achieve table loads. This "AGO”I. LS511210 CONNECTORS P IX6 PRE-PRIMED FASCIA C .p distance Is designed Into holdown. BEAM(SEE l� � NIn TO FACE 15 10-IOdxI-I/2 NAILS N BOARD-WRAP W/ALUM. �- Distance may be Increased PLAN FOR SIZE) � .!�'!� TO JOIST 15 17-IOdx1-I/2" NAILS V1 TYP. THROUGHOUT THREADED STUDS* without affecting load capacity, i'� DF/SP=22x5 CONT. VENTED SOFFIT �! I provided the anchor nut Is not _� i- U 5PF/HF=1x30 12„ �� over-torqued,which could split U W — "J N USE 'J' CHANNEL G I the stud. I 1— W = >- \¢� • �p`� I/2 I/2 ,4/� � MAX. WALL FOR VINYL FLOOR JOIST � �` ATTIC SPACE {�Iy SOFFIT VENT(TYP) iiIimmilmi — I�'=' ° �I - , z I GUT BACK PLYWOOD 1/2' ROOF RAFTERS ® I6" O.G. RATER TO o MIN.TO ALLOW FOR AIR PLANS FOR SIZE INSWSTALL II! 11( 14- - U LL UFLOW GAP/BASE B IMfX�ON G TIE 504 Q Q zNOTE: RIDGE STRAP NOT REQY7 WHEN 2"X4" COLLAR TIES TVP, WJCOLLAR TIE I5 LOCATED WITHIMTHE UPPER I/3 OF —II Q =J THE ATTIC SPACE AND ATTACHED TO EACH PAIR M'• HALL FRAME Simpson Strong-Tie 6"X6" 'AGQ' POST OF OPPOSING HDA C z 00 co 0 RIDGE VENT DETAIL 0 TVP. FLYING GABLE DETAIL CORNER HOEDOWN BEAM TO RAFTER DETAIL Q x 0 4 z U Q no SCALE 3/4'-11-0' SCALE 3/4'-T-0' FLOOR-TO-CEILING TIE DOWN FOR SCh'NIS. SCALE'N'T.S' = W • CONTINUOUS LOAD PATH 0 Q ROOF SHINGLES A5 PER �1 "" —SIDING A5 PER OWNER OVER OWNER OVER 15 # FELT : 1/2" RIGID INSULATION PAPER OVER 1/2" CDX : BOARD (R-3) 6 PLY SHEATHING NAILED RRST . 'T'YVEK' HOUSE WRAP OVER 1 P OFTFTERS FLOOR : I/2" EXT. GRADE PLYWOOD A5 PER PLANS ;:• WALL FRAME ® 16" O.G. BATT INSUL. A5 PER PLANS51DING AS PER OWNER OYER ;: WBATT INSUL. (REFER TO PLANS) AW I 1/2" RIGID INSULATION 3/4" T.tG PLYWOOD SUBFLOOR PROVIDE ICE SHIELD TO W 24" � . BOARD (R-3) 1W INSIDE EXT. WALL �i ( K' HOUSE WRAP OVER / �� F.J. ® lb O.G. (REFER TO U z Nz `` AS PER(RCM 9052:1.1) 1/2" EXT. GRADE PLYWOOD e3 BATT INSULATION W O PLANS FOR SIZE) W/ I ATTIC " �: SIMPSON WALL STRAPS 0 SZ 1- "�"��� SIMPSON HURRICANE FLOOR � I HOOD STUDS ® I6 O.G. (REFER TO PLANS) i . . .,/ ,1 . NOTCHED ROOF i / I TVP:REFER TO DETAIL — W\� TIES ® EACH RAFTER ` RAFTERS-TR1Yf ESG 3/4" T>E6 PLYWOOD 5UBFLDOR ► ,n 1WWpf •� ♦,. REFER TO DETAIL (REFER TO PLANS) ��_�II BASE PLATE ééÔè4� (2) 2"Xb" AGQ SILL PLATES �J JLy._ . . . . . A `_.1 it ii'j► .�j OVER TERMITE SHIELD OYER �j )/11-1 z 24" ,I TOP PLATES it WALL STRAPS- SIMPSON G520 • II:. ),.V 4 z• SILL SEAL TVP. L� iW Q 1, I/8/FT. (MIN) PITCH ,^,// 4r416,,, .. II COIL STRAP EVERY OTHER fes• •'d �i X APPROX.GRADE 1._ n TOP PLATE A. TO DOWN SPOUTS �� AS PER CONTRACTOR TO LOCATE I 'I STUD-REFER TO DETAIL A-' 1 1-1 1 I—► 11-111-111-111-11 I-11 1—I I RUN PLY TO TOP OF �� PLANS 444440,41 �'I a =_ {�� �N E4- I — Q = PLATE W/RAFTER .� I I—III I - I I bG•.(i''�AX� Z U1 E— OVER TVP. �� IX& PRE-PRIMED FASCIA , rsi I III-= I f�/8 WASHER AT D :: BOARD-WRAP W/ALUM. i RIM JOIST TVP. CRAWL SPACE °' —III--. A5 PER WFGM TABLE 32A < L(� 0 USE F' CHANNEL ® WALL �j TVP. THROUGHOUT ;rte i I (f) FOR SOFFIT VENT(TYP) :� 10 �` CONTINUOUS = WATERPROOF MEMBRANE �� t NP-1 ,I I TOP PLATES _- TVP. ® FDN. PE-RIME I tK W In BATT INSULATION : ' CONT. VINYL SOFFIT VENT � N a . , • (REFER TO PLANS) 1— . � TYP.-WRAP PLUM. OYER — : I JOISTS TVP. @ lbO.G. W/ . VINYL SOFFIT TVP. \ FIRST I • d � l 1 BATT INSULATION TVP: ' INTERIOR :� SIDING AS PER OWNER / FLOOR :� ()REFER TO GLL PLANS) • �� �'"�� 2"X4' CONTINUOUS BATT °4 • .•\ KEY WAY TVP. 1/2' RIGID INSULATION 911 I INSULATION(REFER TO PLANS)0 • . ° WOOD STUDS BOARD (R-3) MT524G CONNECTOR �: 14-IOdxI-I/?_" NAILS (4) #5 CONT.REBAR ® 16" O.G. (filEFER TO PLANS) : 1 1* I DF/5P=1000 1/2" GYPSUM WALLBOARD �j . rlYl(EK' HOUSE WRAP SPF/HF=860 2" P.G. SCREED GOAT 41 OVER 1/2" EXT. GRADE EVERY RAI-1 til PLYWOOD N, 0 SOFFIT DETAIL SIESMIC TIE 0 FLOOR / WALL DETAIL (Id) FLOOR TO FDN. DETAIL 6 _____ — SCALE-3/4'-r-o' W SCALE 3/4'-1-0' PROVIDES TENSION FOR RAI-ILK SCALE N.T.S. SCALE 3/4'-1-0' Z -TO-STUD TO PREVENT UPLIFT. %• z O F— 1---- Z CUT • USE EVERY OTHER NAIL HOLE0 Q Z Ln{ • IN A ROW TO PROVIDE THE Z \ CODE-REQUIRED MINIMUM Q 12'END : CENTER-TO-CENTER SPACING -' }- Z I-- 0 eZ LENGTH :� FOR NAILS. �/� A35 CONNECTOR USED 0 W WOOD STUDS 12-8dx1-1/2' NAILS • • 411w i DF/SP=450 ( 0 SPF/HF=450 2G ' � // RR CONNECTOR USEDi I EVERY STUD z _..1SPAN 4-IOdxI-I/2" NAILS UPLIFT=I30 i).01, QI ALLOWABLE LOADS=415t C520 COILED STRAPS EVERY RAI-i t K �,1 11 2"X6" HANGER LU2b OR LSTA30 BY SIMPSON 'I (2)2"Xb' HANGER LU526-2 \ /, TVP. EVERY STUD \}11 ' I° 2X8 HANGER LU28 ii. Vo fl °If$1° (2)2"X8" HANGERLU528-2 `` ROOF RATERS (CCL I° ° ( 10 °°I1I2"XIO" HANGER LU2IO12LEN6 D „ \�!Wiliii$11%1 PLANFOR SIZE) Ir1° j i °',� (2)2"XIO' HANGER LU5210-27 PROVIDE MINIMUM 2"x12° HANGER HU52108 END DISTANCE. ROOF RATERS (SEE %% �I I fl I. o01 r (2)2"XI2" HANGER HU5210-2 PLAN FOR SIZE) LEDGER(SEL PLANS lk o° ° DRAWN: M. HOERETH JOIST HANGEDEQUAL NUMBER OF FOR SIZE) 1 CHECK: J. SBAGLIA SPECIFIED 15 JOIST OR SPE I I NAL SCALE: AS NOTED RAfi 1 tK NO : FOR ALL OTHER JOIST IN EACH END. HANSERS REI-CR TO THE LEDGER(SEE PLANS DATE: 6/26/20 15 SIMPSON CATALOG DIRECTLY. FOR 51ZE) APPROVED EQ. MAY BE SUBSTITUTED SEA WOOD STUDS ,/./ + 41" ,' FACE MOUNT JOIST HANGERS FLOOR TIE ANCHOR SHED ROOF CONNECTION DETAILS .,43114P41"4.?:-‘:'N,' �'A"�• 9 10 it \; SCALE:NI FLOOR-TO-FLOOR �ii 4 *p PROVIDES TENSION CONNECTION SCALE NT.S �A(� NTS ‘1,, I ', t•,/ .4230 \ : Ota ;. vi' - SHEET NUMBER: