The URL can be used to link to this page

Home My WebLink About39928-Z ',,0;�5�1�F0(,fc'e Town of Southold 2/19/2016 r�" ' P.O.Box 1179 o 'i' 53095 Main Rd tie 0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38106 Date: 2/19/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 700 Bay Haven Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.-4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretoforefiled in this office dated 6/26/2015 pursuant to which Building Permit No. 39928 dated 7/8/2015 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 ALTERATION INCLUDING COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Meehan, Suzanne&Meehan,Maureen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39928 02-12-2016 PLUMBERS CERTIFICATION DATED 02-01-2016 eorge J. Berry Jr A Ad ignature �SUFEoc,��o TOWN OF SOUTHOLD �o fl �y�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy Si404 4. SOUTHOLD, NY . 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#: 39928 Date: 7/8/2015 Permission is hereby granted to: Meehan, Suzanne & Meehan, Maureen 700 Bay Haven Ln Southold, NY 11971 To: An addition and alteration to an existing single family dwelling. At premises located at: 700 Bay Haven Ln, Southold SCTM # 473889 Sec/Block/Lot# 88.-4-21 . Pursuant to application dated 6/26/2015 and approved by the Building Inspector. To expire on 1/6/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $300.00 CO -ADDITION TO DWELLING $50.00 ' .ta1: $350.00 ` / Building Inspector 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. 4 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- $100.00 "3: -Copy of Certificate ofOccupancy-$.25 _. - ..-_ __, 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / ' � Date. 0� 2 . /// New Construction: YI Old or P -existing Building: (check one) Location of Property: 1 0v / (4 J' ,--- ft' House No. SSttreet � Hamlet Owner or Owners of Property: �"/2" E Ae 4,4)6 se/IA#41/114- /I e- Suffolk County Tax Map No 1000, Section CJ o Block © 7- Lot Z', Subdivision 2 Filed Map. Lot: Permit No. 319Q 4 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted:$ SO -619 , _ I- Applicannignat e ''/,�� ,iii��.�_ ee Town Hall Annex �� . Telephone(631)765-1802 54375 Main Road ilig illi ; Fax(631)765-9502 P.O.Box 1179 it cm Q G % roger.richertCa)town.southold.ny.us Southold,NY 11971-0959 a0 s1 --- cow Aior S•... ..o • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Susanne Meehan Address: 700 Bay Haven Lane City: Southold St: New York Zip: 11971 Building Permit#: 39928 Section: 88 Block: 4 Lot* 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan Notes: ----)Inspector Signature: Date: February 12, 2016 Electrical 81 Compliance Form.xls i it'�� fi Y�`� . su 'S.:•:-- Town Hall,53095 Main Road ` ® - 4 -�� f �,+ ,A Fax(631)765-9502 P.O.Box 1179 x•t _ ` ®��r� Telephone(631)765-1802 Southold,New York 11971-0959 - -------- 41 , .11 -_ ,,'r -r-„, 7-7— . ,. , n , , „ ml BUILDING DEPARTMENT ,q,[--- +1I,TOWN OF SO O ; I FEB�� -4016 � L , ....., , I � �� l� '�� CERTIFICATION 6 • Date: 2////62 it Building Permit No. . 3 7 q ‘ ,-g Owner: tli c 2l\ (please print) Plumber: G Cole- T. l • ./iid— (please -(please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 47/4- c &bhre) s� Sworn to before me this .� day of • rch , 20 /b { )c.)n.)CA-C-1lam , Notary Public, L4C r-County VICKI L BERRY Notary Public-State of New York No. 01 BE6'070081 Qualified in Suffolk Cour* Commission Expires --/-1-) - {_ 9 j#g) ,3 �OF SOO4lo` co moo, TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ F NDATION 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 VIOLA ON [ ] CAULKING REM KS: ` DATE ®c-9/� �s'– INSPECTOR 31.-C('-17g-8//-P ' ,,,60E S00,3,;-.._, 0"1,V- Ait * . count;,/ , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /7(NSPECTION . . { , OUNDATION 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: .* A 0/ Ar / r DATEdi JA. _ , INSPECTOR ) v./72' ,OF SOply�`of.: orh . #i, ` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2 B __ [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPL A — — I EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 ,a2 (e / -)al7n;C>r< .2z6..., 47", „ DATE. ®� �V,.5--- INSPECTOR 3 ''��-Of SO(/l ? 2-,F3---i, d'� ---- 1�� y�10 G 4 _„4';,, 0 1�� P TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1NSPECPION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ]' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E RICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: /l kifiki, 5 I 1 , OP ) Q (/ 1C/ I�"INSPECTORATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]5O11PLUMBING [ ] 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 40 421-(0 INSPECTOR 6.44-1 312-8 ,s„,,5f SO(/ _ eecf:4 -4.00UNiO TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fit/ eeC2. DATE (27-6/(4' INSPECTOR 4llIVb/ OU156 \ - - * c€ '#* 47' 0 0,1 �l� ill I TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 I.NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 11.1 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `V / / INSPECTOR • - J FIELD INSPEcoN ImPo1 Al • _ COM?EN"TS 'OUNp4tION(1ST) ..•07.."-L.I �n��r�i�r.i.}�M ==i1=,,...., FOUNDATION(2ND) • 111111/11111101111.1111111111.111r2 ' 0 ' '/! c4 ROUGH FRAMING& A� �` .I��t ` . _ r =� i 2 tx1 )-3 PLUIVIBINGLAur...: • • s 0-4 . ''' W. INFULATION PEA N,le, .--"'.' -- :. - .• . , STATE ENERGY CODE , ..> . . . , 0 . (A isiwo . . -e-e:4, , - c2:--e--sc-ew--,---.--(,H '` , . . .., I . _. .,. ....„ . IL\ FINAL • • • • • • • • Me r-7P-t-ls.'7 Tia • l .,,' III •�Mi N _ 7 . i-s. IMINARWMPA% ' k° r - -T V /.1 VH r a T I i I 1 i IF iliffillt 4174.111110111- 2 • . • • . • ,..s\- • 1 , .2 . . _ • l 2 . , . • . T . , . , - d �+—r. i. ' .. R 1 j _ ._ �' . • • 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.net PERMIT NO. 3c1cglg Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate I Storm-Water Assessment Form Contact: Approved ,20 Mail to:/' t/ 7C Disapproved a/c • Phone: 7,•5 led Expiration rirar , V _ 7:)).T \ Bbdin: nspect.1� JUN 2 6 I /� ' mina ATION FOR BUILD \G PERMIT 1 _ 5 DG DEP( Da - 9 ` _ iC',',i,GE SOUTHOLD 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 commencedwithin 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building 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. (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 frbir/timr Name of owner of premises 732/" 7M �E— (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. Locati n of land n whi ro ed_ orlc wil be House Number Street Hamlet County Tax Map No. 1000 Section A'1' Lot i:`:i;i:;)ifi(S=s=s!:i�viS cor,;.;0.;,-) a uil^70:,;i1•t.lCJ3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a d •ntended use and occupancy of proposed construction: a. Existing use and occupancy SM ./ G C--- /4-7 b. Intended use and occupancy S 4 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business m, er�c•al or mixed occupancy ecify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories a U Ali S 8. Dimensions of entire new construction: Front Rear Depth HeightNu ber of Stories (s-r 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former t4TO�wnneerr I'`- 11. Zone or use district in which premises are situated (/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO VWill excess fill be removed from premises? YES NOX 14. Names of Owner of p mis s.�r/i2/C4v ° Address Phone No. �O.( ' 1-� ° Name of Architect )C1 Address Phone No 73 Y r/ P' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S S• COUNTY OFOC/Fer2t46(sy 5--' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)a ove named, (S)He is the (Contractor,Agent, Corpo ate Offic , 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 , 9(9 442- day of �UYIC., 20 15 ' jp/Cw ic �, TRACEY L. D Notary Publ • Signature o Applicant NOTARY,PUBLlC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2618 . Scott A. Russell `' ,�uFFc�,��G: ST(ORIVI[\WA\TJE]R SUPERVISOR0 - I��I[A\N A\�G�JEI��J[JEI�`7C' SOUTHOLD TOWN HALL-P.O.Box 1179 Town of►�0 2t t/G�G(� �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 '..'ilio t `,�O, ',�� + t 0.0 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) 0 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. . 05 E. Site preparation within the one-hundred-year floodplain as.depicted' -..; on-FIRM Map--of-any-watercourse.---- --:• - E DO F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I 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. ' APPLICANT: (Property Owner,Desig ro ional,Agent,Contractor,Other) NAME: S.C.T.M.rf.'°_ 1000 Date. District 06 6. -f/(r A lei jj Section Block Lot `s ? / r "`�''FOR BUILDING D IP!' ` 'MENT USE ONLY' ff Contact Information: ✓ ` / !/ al Reviewed By: Date: Property Address / Location of Construction Work: vj, ` 'r. Approved for processing Building Permit. SOU (% J L /, (}� �� Stormwater Management Control Plan Not Required. 5:0 v "✓ U Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM tt SMCP-TOS MAY 2014 IN, _ • ef'0 opo Town Hall Annex • * Telephone(631)765-1802 54375 Main Road ; y (b31}765- 5 • P.O.Box 1179 1• ; rogersichert(a o`wn.sggi595.ny.us Southold,NY 11971-0959 'rte .41 11$ BUILDING DEPARTMENT ' TOWN OF SOUTHOLD '? APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 7-70-714, Date: /0/,c/f s - Company Name: f9,✓ Name: 773-744, � License No.: 3 617 fr1 - Address: PO ,6 1 /1q L I 1 q3,5— Phone No.: (6,34 77`3q-•ci..7 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 7 ir-e- -ti. +.cam )1 11 7/ *Cross Street: ' *Phone No.: 3/ > 73 Permit No.: 3 7c/ Z-8/ Z Tax•Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *ls job ready for inspection: •: '/)NO oug In Final *Do you need a Temp Certificate: YES O Temp Information(If needed) \G� `Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ,�� I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead 'S° tP Additional Information: PAYMENT DUE WITH APPLICATION 1 -P 82-Request for Inspection Form (ki‘i o Town Hall Annex � �� Gy i Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. 0. Box 1179 % co ' ? Southold, NY 11971-0959 ; ��+ ' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 0?-1(//-- � x-1(/ Owner: , eek Location of Property: Pleas? ake notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floe and roof raming (FR) Signature: At 9 Name (person su• fitting this form): nkelt-----TCHZ4A-171-1-- Capacity(check applicable line): Owner pcOwner representative TrussResRegl5.docx Effective 1/1/2015 . t ..t.. .. -:?VY :., „ ,.u.L..., st:1.....,Z4 v. .>,1 :. • .-f`C;; ::4:.: ....fir. ^c.t,11;i,"s}cf .5!-..L it.C...!.7T".'1 ,.-zi: . - 6" DIAMETER REFLECTIVE RED ....-1,. ROMAN ALPHANUMERIC PANTONE +', DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE r 2" MIN. Y= r REFLECTIVE WHITE Y 4 1/2" STROKE• , - - - •- --------------------• ' -D EStGNA-TtON-FORSTRUCTURAL . COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN C011/�IANCE WITH 19 PJICCRR PART 1205 ; c - NOT,o CODES DIVISION EXAIVFL.E TRUSS IDENTIFICATION SIGN DATE:0a'08/2005 - -- - pelt- NEW YORK STATE DEPARTMENT OF STATE '` •`___ _1,�c,; DIVISION OF CODE ENFORCEMENT :f ' °CIfr~ AND ADMINISTRATION �DEAAf27}{EN DFSii4E- - t F. �..;Jf l' f t.:Zr•r..._ - <..._.i ;E ti.• ._. ..•..1 ♦ a . _....-....r .r c ..:r Y.-.. Ye ,3.,_ e,.tai ;iii"'%...a-^�a ro s.:��r....r? :.+ .,c I,�� iii�••� �•,�o' SO(/j�ol / ,\ Town Hall Annex � A. : Telephone(631)765-1802 54375 Main Road ; * 4It Fax(631)765-9502 P.O.Box 1179 /,_ l pct' t Southold,NY 11971-0959 !COUNTY,,,.' January 29, 2016 •---.. BUILDING DEPARTMENT TOWN OF SOUTHOLD Suzanne Meehan 700 Bay Haven Lane Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) tctrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. _A. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39928—Addition/Alterations SUFF.CO.HEALrTH,DPT.APPROVAL 1 H.$ NO.-.. . OWNER: 44 M E .E.5 J. 10 E:-E I-;tel N 4 , 7R —P, I I AL.eE1 r 4.5 r. 6HOIZEHnM, N. �'; • 11786 . ARRA: /5;62:6 sy.f4. . - k.)1,-.0.,,i, .: ,. w[)w: L.43+b3 • PVI !Ref.} .4 . :2,9) P—'' NA i ,, ` „„,.---,- ,,.., otf.' �� Irl ° � kr/ ci-1 ': , ; .-, ..\ - *v. ” A 5.52"0`"50"E. -- 1:.•%.5.0 +x 1 : . ,, r { ` •Nrrf 0 41"' ` t e i ,•, Vt.__ 1; ‘.!' ••......2 4Lra e' " 4,0 1/VVI Cere- 0- :..� 3t. iconic. - '� 9O o o e ....:. •., • i At Pio(ve3k4e_____ I 'b;• 41U-7 rHotlurrierrY' • m h wall m Q Ni N 5Z®05 50" + 1Z5'.0cilr, t TO i,.. . .. :'T I:,A Vi_1L,4T4N OF ^��' 51.ii'" ::9cF7 ::71:.�lY_UCSTATE 4 : a [Tip:J 1 'r /j� • , "'LZ � C: ;. !:i:")T REARING fg J • o F . 1 .! OR. t v.• ., i L.. 5.D:2ED 11 V` • cu., :•.•_-:•.,E I L RUN ! w C.:1Y .,t Til.LURVEY - ` 2 IL.... . . .... IA .",_F 7J Ti.e . ._.6Z._,4 I n7.- C P.Az,:iNc AND i.!:• ! t. , AND - CI<. jle �Q. /Z9 TO Th: 3_` i,L..i NM. I �'"a" TUT,Or. . ' I:tJT T"ANSFERABU TO AI a1I:h.AL ti;w,,,.IICNS OR SUBSEQUENT MAP OP LOT 30 d uarar:fee a, #0 MW"Eas. I STAMP • "lvb4P OF, 84Y �ravEN. edit ila/d , eay.Ings 164:44. .net s,EAd.I • (Suffolk Ca.M 1Vb. 314 'ht •rdti$ OeViearl Age CO. " • AT ~ Surveilled Jktsi.15, f9?0 ROOO*RICK VAN TUYL. P. C. BAYVIEW- J v gkoArq•WeIPZP< Towne 0F' 50c1�rH01..b,N.Y. /c ~M UC.LAND SURVRVOSMORRRNPORT. N.Y. 5i ff0Ik CO. .72hx i-Had.'ow: O 1000 a Nscitiosey ENOC14 4 L. V-•Zl. � H,.._ CO. OF�I L --.�:. = ETA y O M 0 1601b Se if r' PoI A Ov o v ictatof `Ma tktA' v OUPPLY AND GENVAGE a' arfci `m, Dv o �. it 3 R THIS Rawl- . p{�p� WILL py�,gp � qq [ _�.�- -_��__�� •__a��-r.__. _._. • �^•C1M 6'd Hl�L i..i.:.1"aFJ"2:�+G`C- To YbIJP p�, (� O` Or � O oUvigOL . OIC. . _�� 1 rice.Nap'. PSi 3'.: _- -_.-. ---.--.. __ -... 1. r a o9 Ere AL.A. ma., pp , `i 6 q�� a - - e f. ,' X9 c).,, REVISIONS Wrip,, 11/0 1Z,1 ,i trite %...es r....„.....- A 't 10'-0" r N 1 19, ti ".. r„.., ..r., r„ , , , , , , . , o, 1/40 • 7,,K„„„„,/„, ,....... „ ..„ ...._ f� N .. • NOTE: #5 REBAR @l2"OC c Vt NEW FOUNDATION HEIGHT TO BE ADJUSTED AND AT FTG(TYP.) .. / 2. IN FIELD FOR FINISHED FLOOR HEIGHTS TO / i a: o BE FLUSH / aG -- C c3NC . / , ID - L v " .L D G .Q c R CI X ap \o N VI 7 b -,J4\'1• r, !, / 2X8 DF#2 FJ fa�16"OC / 2 t / / w it 18'-13/4" / I NEW STEEL LALLY COLUMN / / C/) w/2'X2'X1'CONC.FTG. / Z 0 f ', 3 ; • ; ; ; ; 0 ; . 4,3 it43-7f///////////// C--'+ (P) g LEDGER BOARD TO BE FASTENDED W '' TO BUILDING WITH TIMBERLOK® E- SELF-COUNTERSINKING SCREWS a a., BY OLYMPIC MANUFACTURING Z (2 SCREWS @ 32"O.C.) ^ Q \ 1zi pilz • I Z - P—I 0 E-I 0-1 12"dia.CONC.PIER Q w 24"X24"X12"FTG Q 3'BELOW GRADE Na. - ' \ -_, (4)2X8 ACQ GIRDER `-_ --1, \ 1 -." 8' 2" 10' 10' 0" IIIIIIrA 4; :, Cl) W - a >- Q —J z 1).8"THICK BLOCK CONCRETE FOUNDATION.TOP OF 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE W C FOUNDATION TO MATCH EXISTING(VERIFY FLOOR SYSTEM AND TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR J FFOUNDATION PLAN ADJUST AS REQIRED).EXTERIOR OF ATI DAAMPPROOFEDUWITH A BITUMINOUSOCOATINGONS TO BE FIBERGLASS SILL GASKET. O i i 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, >' I- SCALE. 1/411 = 1 i 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE Am 2FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TOC71 O (/) REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATE WITH 3X3 SQUARE WASHER AND NUT. p 3).FOUNDATION SLAB TO BE 2"THICK. 6).INSULATE FLOOR ABOVE WITH R21 INSULATION. 7"4c..**:' ..,:rf, Pi"->$1:::\t'v... ..^.' 7 2 , ,� iv, ,t DRAWN: MH/MS *t { SCALE: 114"=1'0" ' JOB#: \\Z.\,, 9 di August 20,2015 ..,--•\,,,,,,,,...-,i,'. 1 ""x.;3 �, SHEET NUMBER: A:4, —3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS (2) 2X8 DF#2 2X8 DF#2 RR @16"OC (2) 2X8 DF#2 / HIP , , .;Ll � � � Il _ _- _! � � � � � � j, :,:.._HIP �..�.,ate 401, * t1�Zatjtt 2X 8 DF#2 C1 @16"0C gt�� l! 2X8 DF#2 C1 @16"OCA /;, SII _ �- - - 1f) I —��— ©'sIPlD� Q C �. f �_ , (2) 1-3/4X9-1/2 � F' 1 ''� �� I ML GIRDER N 0 1I I I 1 Iil' II 11/4• 11/20 11/4• 03 03 I I I !'- I I +�` I 1 �1 I i ( 01 i { I -1' I 1 II _ r LAV. WC.• ��-� Il i I� - I I.,l i 6X6 ACQ 1 1 -- SHOWER O �I~',... i ; it �;��.-_i. POST r _ ri I N' 1. 1 1 1 'I20 1I N �' � - - I n1 1/4O LIl I I m. ,p! `-C.o.H�v" 41 `r12X12 FG I � I ij I o. i i i z I SINK ' 11 xV m aoII3" N 1 ij1 -li D.W. F.A.I. 014''1100' I 11 pie - 1 I h — — 1MEI _—.1 — 3/4"SUBF�OOR 5 4 DECKING ' ' , 0 02 - C /l C 11� C /1 /\ ,�1qI C /1 (\ /1I1QY1 /1 C 1 I1�1I l/ (\ >/ /V1,�,ill/ (\ /1 C I1,I�f C C C l/ C l/�),(\ l/ C �'" �,,�--il C.O. III) / \ /li J l / VI J l 1 11V l l l U ` l l .fl\ I \ l rt 1 J I I l 1 \IV l J ii0i " I "G v 2XS ACQ DJ @16 0C � - - - - 2X8DF#2 �+ a a 4 ._ - @ [CII� 7 (4) 2X8 ACQ GIRDER ►�ii'ti I a. `J 'TOAPROVED \ , FJ 16"0C SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM TRAP HOUSE . 8" PC WALL 7L SIMPSONCB5-6 BASE 1, 4 CONC. r. 0 PLUMBING SCHEMATIC L�(I DAMPPROOF 2" CONC. SLAB ..-1-1:' PIER �(IILI N.T.S. - — - - — - :,VJ�_ D - — __ — - ZLi) z� 16"X8" CONC. FTG. 161tX8" CONC. FTG. (2) #5 REBAR 0 (2) #5 REBAR H U Q WL) ,, I EScheck Software Vers ion .6.x. W L7 ix I+�Y � W Project C.I. SCALE: 3/8" = 1' z Q L 5 Cede: zoic York EnergyConservation O 1. : Suffolk County,Hew York. z H Corrtrxacv'on Type: Single-family 7 ectType Addition r) F•, r& O W CWIPLIILC ZELne. Q 4• 24OC �I TVI-n, Permit Date: 1-1 il r 'I n - (/] V remit Number �I S ?0' ( \ 1110 , / (o( J4.. �■ �" 1r I OZ�'� ( �S L i I I I V L 1 1 1 I I /� 44' 124 W II l !,11-717:71-71 �_ 11 r --111 Q1.)Co€1strte vn Slate: Owner•/Age.nt: D igr er!Cortractor: r ' - �I1 I II I1 I1ISI:P NIO 1 SSthwert3„Architect 1 _�_- _- I *�� r1 I --l�r� � t700 E4 #:4VEN M.O.Bax 923 I �c I { c 1-4�L D,WI' Cutchogue,NY 11935 • 0+ I It ) t t I '1 ( Is31-733-4135 f 1 /f 5 I + l1rL �L i�e� r,eTe� r�� / / ti , I 1 .,.�_1 ,I It ;f i1 of /f ( 1/ 1I i1D 5LAILIlFS55fEEL JLI fn 1woOR GALV v IZED f —7 — eI I ( / 1�$ J (� ( f `E z, :.:. ()/I ` ! ' 1 /� {1/ 1711 4 ( I! j , IWASHERS�12"O.0 / i ( II I j \ ( /I I f 111 w Is.' > ,t ,,..„.., . o- r-,5:.."„3ix .... /ax _. ak n. m.,40<. _Y...,,.....T, ,� 'IZ I SPDC f I / / 'SL�rm 3tatxce 13.3'76 Eette•Thr,,Gale a sxfraEtnN WI. +{5 °('DL.�i'A:39 u I r -- —_-• -I —•^•-- I.' 14%a or MIw:a4t+.,GRAI xdas BORNE/.6 .ginskta r erwrtapca ere 1 .c1...W a”.m ,..a.-ag rte � I I , I - I --111 11 1 i I 1 lI 5 �I, I1* amwren+,fr.mtaimmia*of@new rave w crotriaa.N to..111rIA know. 1 -:) �— I I J4; 1 ' , \., /� I - ii 314'MA PLYWOOD y� 'y I I L, i 1 / I 11\I L I ' 1 SHEATHING Envelope Assemblies I / I 2 I 1/2"VA RATED SHEATHING I1 / 1�I I I 111 I 1� �� f ^, ;& :. .<� . 1 IALTERNATMVE 706 0.i 1 MAMINM i 1 ' 1 IL I w 1 / ( I ' tie_GRADE PLYWOOD A ® Jl/ r I I �a _# q ,1444$a I 7 GRAEPRATEDsHEATNmG I j/ jjjpl w a�, 1{qj 11=' I I I I ;kTtRIIAl1VIYE:7 lb"05.6. I I 1 I I( 1 I I 1 I-I 'I O ' Z cr.,1: All-wood vf(Ftesa ov wTdrr red Space 123 3 44' f I ( I 112 -- —�— ) 1 o f 1 ,t� l 1 1 I I ' 18 L 410 STAINLESS sirri f )f I II / i/ / Ydap I:W Frame.16'c.c. 359 E9.0 {I.4 0,000 12 OR GALVANIZED r + �\ 1 f 1 f t \ zx4DFea f I !f I f I ( I O Window 1:Wood Frame:l ie Pane v/i Lew-E 9 +D.3Z1 3 WWOODSSCREWS E oc i �11 /(( S f I f ` iI r s uos—� fI ( y I ( ( f/ O = /' I I ()1 1 L1{ W NDDWSLL TYPICAL WINDOW OPENING / I ( Lf _1°� ' oo f L I o I+ ! I i j } j T7aOr1:451ass3 d3.3ZS3 13 / OBANIWILI__ I:Fist lCcilistgar5cita+r3'�ra 3.3.3 3i.i! $-5"� 0.L'IdIT' 6 ( I I L I I li 1 I i 11 (LESS THAN i I f n 'limir � I I /T f ,f", avSTAINLESSSTEEL CV m O t _ Ill 1 , Il _ t 1 �- I LII {� II I (J WA HERS 12' WOG SCREW$W'/ } WASHERS@12'OC. O Carravfror•cr Statement: The proposedfar�dirlg desLgn described I �cart�;*saxs LAez3;the building�a4 ,sgxesficmecoms,and other v � 1 1e I.M- ^l O cakE:: aticn submitted the permit application_The proposed balding hes been designed to meet-the 2010 Mew York Energy TYPICAL DOOR OPENING VJ N- CiLnserR/es on C Tk,*•trztttitr(r:�LC�cde requirerrsen in 3fiL�c.4:ee(t Version 4.5 W.and comply with the mandatary requirementsFitted in (LESS THAN 4'-0X8'-0"OPENING) 2214DFA2 STUDS LF PLYWOOD A. EINBLIE0 T the EtEcScheot Inspection Checkiet - TOGETHER WEIN STAINLESS slma (�1 OR GALVINRED BOLTS W/WASHERS game-11de STgneture tete s" f AND NUTS @ 2'-o O C. i,' ,,.'- TYPICAL MULTIPLE OPENINGS ;. ,tr..O 440-'7,-,,. (MORE THAN 4'-0X8'-0"OPENING) ,r,_,,,, e \• NWIND BORNE DEBRIS PROTECTION FOR WOOD STR RAL PANEL eL- ASUCTU :.c Y4 4*1.,rr PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �,0 u DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOP.WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" '2 -144.01, t / , .1„,, -4 SCALE: I/4"=1'-0" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �y VI y; , t COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL + : KZ.,!r CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. I 9 (g �" JOB#' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ;� '9 / 4 August 2O,2015 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.:,.!' "�.....-...---;,A "� - - Project T tfe- � date: 06/18/15E!; ,r SHEET NUMBER: Data filename:C:%Users' rafft€rIIg Station1Docurne=1RESchecESERRANDrrk Page 1 of 1 ILS Aka s 7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALLI i GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY AU.DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHtt I ROCKING AND SHALL SECURE THE C or O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 39 - REVISIONS l L 7 \l'111111/11 r: Ntk..**,t•I)k itej %low., V! ,,,Arr 0, 10'-0" 1 1 __________ II-- CI11it p —I uv�/,„//,„„/iiiiiiiiiiiiiii O „,2, _I . 7- --- l O )� i I O O , ,:s ., m 0 0 N ,„ m m U Li., ;,,m �.J- .,. / .... oc., ,., ,,, z w N -� cn O i o I l? N v z 4 N it mn //— z - m / m, VVV , I/ 1 / (2)2X10 DF#2 / IQU J (4) 1-3/4X9-1/2 ML w/(3)5/8”STEEL) Q ' I (ALT.:(2)11-7/8 ML w/3/4"STEEL) J J„„„/,. FWG6068L r� 3'-9" 1 6'—3" I , H cI o W J 4I 1 N z o 1 M O I w Z 12X12 FG I O COLUMN (2)1-3/4X9-1/2 ML GIRDER I--1 1.EXISTING T1-11 SIDING TO BE REMOVED. 1ST. FLOOR PLAN 2.INSTALL NEW SHEATHING,SIDING w/ 10,_0" VAPOR BARRIER(-CVP.} '., i '‹ 3.REPLACE WINDOWS THROUGHOUT. SCALE: 1/4" = 1' �� A i> 4.REVIEW/REPLACE EXISTING STEPS(VIF) WALL LEGEND 5.INSTALL NEW ASPHALT ROOF THROUGHOUT. - REPIACE FASCIA,RAKE AND SOFFITS,GUTTER. WALL TO BE REMOVED• (SEE STORM WATER RUNOFF FOR DRYWELL) W i 1 EXISTING WALL 1).PLATE HEIGHT AT 8'-0"(TO MATCH EXISTING). - .- -5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE O J Z UPGRADES WHERE APPLICABLE.PROVIDE DEBRI- �� NEW WALL 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS PROTECTION PANELS WITH FASTENING HARDWARE g'.:1•';\"2"/':;Via,•,•• W AT 16"O.C.- UNLESS OPENINGS HAVE IMPACT GLAZING. � �C�' > 0 / ' \ 4 11 NOTE: 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6}.INSULATE NEW EXTERIOR WALLS WITH R19 INSULATION. I:A:I`(;�,, ` 'rY F\. O = DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL } [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-".2X6 = 6"] 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS WITH R21 INSULATION. - / OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 (1, "� ,,:'."4 DIMENSIONS OF NEW WALLS ARE FROM STUDS JACK STUDS ON EACH SIDE OF OPENING. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" I < _ I 44 > t?' -` ,111 t i \/ [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] SHEET ROCK. i ' ';_ ( cp Q/�) h 1 9).INSTALL SMOKE AND CO DETECTORS PER CODE. Li J AUG 14 Li '•-,4'). �. !� --. 201599 0 .� _J � \. HOUSE ROOF AREA: 1303 SQ. FT. 1 $A. ' "" v AT 100% WATER RUNOFF: 218 CU. FT. DRAWN: MH/Ms `� �� DRY WELLS TO BE 10' MIN. SCALE: 1/4"=I'0" �j AWAY FROM HOUSE PROVIDE (1) 4' DIA. X 6' DEEP DRYWELL I Jos#: / (253.5 CU. FT.) OR SIMILAR DRYWELL�° '� WITH MIN. REQ. CAPACITYAus> la,zols _ ._�Ve04 ° e j -\,Djj:—..19,g--DDTTKI,°e7ui—TiSHEET NUMBER: Alk‘ -4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO CO i A GENERAL ORD N TE MEETING INSI OWNNG FOR APPROVAL G ALL ADSH CONTRACTOR SHALL BE RESPONSIBLE ING ALL BPAYME DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WpRK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH FI FGTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHttTKOCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. • di-.-/--ffe REVISIONS 1 I _ 1— �1 Gux,.t L;"4``"I •'I7 :;L' w�'DES O� r .r� ; p �,,_ ,1 E & TOWN CODES `� ► >,s t" t�4` NEW YORK STI t � ` f ASREQUIRED A ' '' '"�' _ DATE: ATE ,11.- -LP.P.,`:1_.;.�.:{ r\-�'- � S :,J-J IJVYI'1 1-7''1 V J 1 FEES"'� )- w, �'''! � t-�n �I"i • ,� 1�'� ._ �1 �n NOTIFY BUILDING D I';\H-I HENT AT 7615-1&02 2 AM TO 4 PM FOR THE c�:�` {�:'JT'1;",' TPIIiSTc�$ FOLLOWING INSPECTIONS: ~' -� 1. FOUNDATION - TWO REQUIRED _ _ ._ r,�c SFr FOR POURED CONCRETE � , "v 2. ROUGH - FRA RU�G & PLUMBING t� �o.�" © 3. INSULATION ut_'ui ly� C i fl cy 4. FINAL BE CO- CONSTRUCTIONE FGRCO.MUST USE IS UNLAWFUL I ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE REQUIREMENTS OF THE CODES OF NEW "t' STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN k11 (INSTRUCTION ERRORS. I - - \ - - 1 I I I FRETAIN STORM WATER RUNOFF1 fn n. PURSUANT TO CHAPTER 236 N OF THE TOWN CODE. w w I •.• II - ° z L2 1 w N. 0 • I t e _ ___ _ _ _____ FRONT ELEVATION ,..„ SCALE: 1/4" = 1' O H g w H I �� w o Zr: OW w Nss...\• —.1 Q - - \ - - II >n W "IL.,; " O ¢ z r. zo O > J 0o O = Ct m0 o - - - - - �� p .I A t,"`fir'., ,a!"'9 e RIGHT ELEVATIONIS:vii,,, s(N.A‘,. ..... ,, ,.,, , ,,�NJ ti1 r' DRAWN: MH/MS SCALE: 1/4" = 1' ''44 u. a SCALE: 1/4,1=1'0„ i d -4.i.,,,:4',„:,: "p JOB#: `.,,.4;,,,,, ,3„ '-,''''' ,4,/,' June 18,2015 + , Vl? • SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR R PLUM TOIN COORDINATE MEOGT H OWNERS FOR APPROVAL OF ALL GENERALD SECURE A CONTRACTOR SHALL BE RESPONS BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEE'TROCKING AND SHALL SETHE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS Imo. Ii IIIA 0 r-- 1--i N '-'14 ' n I 1 _ U in N ''� rn fn i ro L) w w N O .U v.: ,... ,.... <-•,ip N .mom_.. o In' r 1 ii II up z 0 1-il g 11 W 1 Hz I� o r llW W H .� Q REAR ELEVATION SCALE: 1/4" = 1' c w d >- 0 JZ 0 = 0 } I-- crd m0 o (1) ti CA ,;4:110'1 \.tNi'''S. C/94,4"4 4?'T/1;7 ''' --57S' '.4-*."1 ' , - p 0 DRAWN: MH/MS } i`` SCALE: 1/4"=1'-0" i zi JOB#: '23, SC S,. June 18,2015 r ,___,,,,..„74,),.,7:71.,....___...L;;72213,4 w FJs SHEET NUMBER: A J PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH FI FCTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEIi'eOCKING AMID SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS Hid, I Hid , itkir'ilear AL 0 10'--0" ,_, N ,..75, 1-7 m "C vk. 4. ` rn ti I >+ NOTE: h1/4 #5 REBAR @12"OC ; u Z NEW FOUNDATION HEIGHT TO BE ADJUSTED AND AT FTG(TYP.) h:b - c�.) m. u' IN FIELD FOR FINISHED FLOOR HEIGHTS TO N O �' BE FLUSH I. j � M H c z x tcu 0 N) TY 2 c0 I rts7 VD N 2XR DF#2 FJ l�16"OC / b � t _ 181 1311 NEW STEEL LALLY COLUMN ¢ j1.7 Z/1 w/2'X2'X1'CONC.FTG. Z 1 1 1 1 I I I 1 I vc O - - v • •• B. ' 0 1 1 1 1 1 I I I I I 1 I 1 1 i I I; 1 ` 1 - - --� t' = ♦ ♦ ♦ LEDGER BOARD TO BE FASTENDED w TO BUILDING WITH TIMBERLOK® H a SELF-COUNTERSINKING SCREWS P� BY OLYMPIC MANUFACTURING (2 SCREWS c 32"O.C.) ^ C Z Q o ConH — I I Z c r. X N 12"dia.CONC.PIER Q o 24"X24"X12"FTG 0 3'BELOW GRADE 1 1 I 1 -- _- , rt (4)2X8 ACQ GIRDER �__ _-': —N\• ' 1 —II" 8' 211 0' v 10' 0" Mir- A`, v) Z Q aZ 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE 1J� W C 0 D/V [I FOUNDATION TO MATCH EXISTING(VERIFY FLOOR SYSTEM AND TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR >F DADAMPPROOFEDJUST AS UWITH A BITUMINOUS IRED).EXTERIOR OF OCOATIINGONS TO BE FIBERGLASS SILL GASKET. 0 } I- i 1' 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I i'-0"OF CORNERS, SCALE: 1/4" = 2).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A cid...452 FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO 0 REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATE WITH 3X3 SQUARE WASHER AND NUT. CD 3).FOUNDATION SLAB TO BE 2"THICK. 6).INSULATE FLOOR ABOVE WITH R21 INSULATION. tin '11;i..1/..‘,-1\11 SC'7S /4. �t•% r611, tN NI i c.7 y C'A‘y f : . :, y^. a, f DRAWN: MH/MS it ' ' SCALE: 1i4"=1'0,1 ,- i 7vc ti♦ �� ., ":} -,.n;r JOB#: June 1o,2015 ,_,• y SITEET NUMBER: A- 3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND kvAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS TEMA 4imker A ' -_ �Q 10,-0" 1 1 h I o 4 1 I *� a :lib II LI In -.. ..- ,n ,-, 14 H r irr � ,-° I / sl-, w - "„ -, m' , ` p� '� co h 1 o T I •• cnst ti O �o {/ LL, .fl Pr) N- n / CH I U r,] d P v N o m ..// rnI Ji \ v I PRII 1-1 ' (2)2X10 DF#2 I] - - -°K..........._ (4)1-3/4X9-17/2 ML w/(3)5/8"STEEL) ///A (ALT.: (2) 1-7/8 ML w/314"STEEL) Ti FWG6068L I� O d// 3, 9„ l 6'-3 1 X H I oIce g `'• ' H j • J r\v \X a � o • N O 1 :1--m 1 12X12 FG I C COLUMN 1--I (2)1-3/4X9-1/2 ML GIRDER 0... n F 1 HQ .STI FLOOR PLAN 10'___0" SCALE: 1/4" = i' = WALL LEGEND 1).PLATE HEIGHT AT 8'-0"(TO MATCH EXISTING). 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE r WALL TO BE REMOVED UPGRADES WHERE APPLICABLE.PROVIDE DEBRI- C/) W 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS PROTECTION PANELS WITH FASTENING HARDWARE Z } AT 16"O.C.. UNLESS OPENINGS HAVE IMPACT GLAZING. J z EXISTING WALL O 3).EXTERIOR SHEATHING TO BE 1/2'THICK FIR CDX PLYWOOD. 6). INSULATE NEW EXTERIOR WALLS WITH R19 INSULATION. W 0 ///////////// NEW WALL W —1 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS WITH R21 INSULATION. Q O OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 O = _ NOTE: JACK STUDS ON EACH SIDE OF OPENING. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" { > '— DIMENSIONS DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL SHEET ROCK. Ct Q [INT.:2X4 =4-1/2".2X6= 6-1/2".EXT.:2X4= 4-",2X6 = 6"] m 9 9).INSTALL SMOKE AND CO DETECTORS PEP.CODE. O vi DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4=3-1/2",2X6=5-1/2"1 �/�� ~ V 1 T dry 7:1:::::7,1,.. , ��"?,''''''‘.\\\®,:r,k i,,, , e, DRAWN: MH/MS 'fi r,°t ,;r.�n,- r) SCALE: 1/4"=1'-0" "` JOB#: ~ c. . >. -4;123 �?":' June 18,2015 44 .�1 STIEET NUMBER: ,, F iti x".yr• t imm 4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL G GENERAL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHl•t 1 p OCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS L ' 9 11 a N U N '--1 m m ct Z to i----1..1------ll _II ___I n II I - O 170 174A__ 17... ,.. r____ll lc .80_ L I m • \ U d Or: r. O • AL ...I NI- I . I 2'-0" I I II, 3'-0" Enz al _ „____ o Ei / .. F. / g 0 ' / r h d 7 ,... ,... p.., Q tn4o Z o 1 ,.w �ijo z z N ^H I I ~ al..t1.)ct) W 2ND. FLOORPLAN E SCALE: 1/4" = 1' > o O = _ ct mo 0 cin '''1".' "4\„IN SC/y1;';1 • r ‘t ., „ (44'C1I':21, n, § �, • DRAWN: MH/MS ;..�,,� _ SCALE: 1!4"=1'0„ ; .: . .F i•® JOB#: 41, ..1(00, / June 18,2015 SHEET NUMBER: `,,e0 a `'t,-,,,.- : A I" PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHE I ROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS STORM WATER MANAGEMENT DETAILS , ykill i,,A. f0 li ..7 MOM A ,, / /- / ' / / / / /% / / / / ,/' / / ' / / / ' / / / ' /- ti m OGEE GUTTER-STANDARD 5" / / / f - ' U 1. NOTES: / /. / • / // / / / / ' ' '' / '' ' / / /" ! / / / / / /� r / a en 1).EXECUTION: / /' / // // y / / / / / ' / / / /' / //// / i / /" C '---4 ko , N A DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. /' / //" / / / / ' / / /, /" // /' / / / /7 ' ,` ' / / / /`'/' /' / •1.+ �t >-" w /` / / / i / / / // // / /' / /` / ///' /' /,% /' / /' ,.-' /% % /,• /-/ / // J L7 2).PREPARATION: / / j /' / // /:'` j' J' / / ,r- ,' /'' / %' ! / w ti A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. / / / f" ' / / l /:' / ,'' /'Y/�// / / /. / / / / / / / / ' /` / . ,� j `I. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR /' / / /` / / / // /' / / ',/ /` / /` / , , / D. . m ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. /`/ %"` r` ' ' / i' , / / /� // /'/ / /" !` Q N, C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR /' i'' / / ' ' !; / / / / % / i /J % /r /% �•I U m METALS WITH PROTECTIVE BACKING PAINT. /' / ' % ! r' / ' / i !' ' / , C 3.INSTALLATION: / / / '' /'' /' /' / /i'' /' r i / �� .°'. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. /, / / //` / // /' /'�' ,/ / /' / / / -, / / / /" ' / %'/ / / / / /' , o 1).GUTTER TO BE PITO IED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. / / /' : % / !// i/ / .' / i i; / // /' / \.. 0. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. / j' / / // ' EXISTING % / ;/ / / / / / / / / / /` // ; a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. / / /' / /'! / /! / / / , / / ' B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT /� ;/ / //' / // / // / // / / - / / / / / / //, / / / /' / • /' /' / CONNECTORS. / / / i / / J , / / ' / / / / / 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL / // / /` / / / / /r // // /', /' /` /7 ' 7 % / / / / / %/ CONNECTION WATERTIGHT. /. / % / / / '/' / / r / - / / ' '/ / / /` ,. /, / / / /, / / / ' '//' / / /` /' /' 4).PROTECTION: / /' /' / A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. / / /,/ ! /' , ` / • / 13).TOUCH-UP REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL '' ' ' COMPLETION. / / / / /' / i' //•/ /; /' / (,,' /, / /. %,- // /'' /! / / / Z n /7 / / J' . /" i / / //' /,' / / / /' // / /, "/. / / / / /'' / / // O / / ,,'' ./ / / ,/ . '/ .`' ' ,' r` ' j• ,/' / / 3 H /. // / / // / /, / / / / /' /J' /, / / / / / / / ' / f ' / / ' ` / /// / , / /// / / /; % / 7/ / / // / 17XR AF#2 RR @16"OC gl / H ' / /' / / ' J ' ' /. , / / / _ / / J / / / / !/ / / / / / / % / / /, / / / / / / ' / / / ROOF AREA: 290.2 SQ. FT. / / / , ' / /' / / i / / / / / / Q a / / " / J / / / / //'' ,/ / / i J/ /' / / ' /• / / O AT 100% WATER RUNOFF: 48.5 CU. FT. / • ' / ' _ ' N / / / j / ' c4 / / ' /` / ; / / /' / / /' - / /' / /;'EXISTING" 7 / /'" /i / upZ / PROVIDE (1) 4' DIA. X 3' DEEP DRYWELL // / i` / (63.3 Cu. FT.) OR SIMILAR DRYWELL / / / / /' / / / /7 / / / / / / /' / / / 4, 0 // / / / !/ / / / //, ' r! / / ' /', / / WITH MIN. REQ. CAPACITY • J /` / / , / // /, �. / / /f' // /! / / /,' /, ti/A �+ / J' / / / / / / '/ ' /. ., / r ' ' / ' i / � /i / / / / • '/ / r / / ,/ / / / i / / •/ / LI, I 1‘....0 1-.)"..------"1)1 N'i;'' 7) Z Aa Q � zZ Wo > J / 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! Q <SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING = ROOF PLAN 2) DIRECTLYETO THE DEDRIP DCK GE AOLONG EAVEF ANY SDERLAY ALONG RAKE EDGES AND IS NOT TO BE LEFT EXPOSED ELEMENTS TEEND OFDERLAYMENT THE WORK DAY.COVER WITH HEAVY-DUTYO i i TARP UNTIL ALL ROOFING IS COMPLETE. CO ; O U) i' SCALE: 1/4" = 1� 3).USE ICE&WATER BARRIER UNDERLAYMENT. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING NAILS, (/) WITH ROOF AND SIDE WALLS(TYPICAL). 11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE,., .�'_ ` e SURFACE_ t;E3t ,. Q!',r ti*.:. ‘ - --41---1------11. �/��' Irv- ■j� DRY WELLS TO BE 10'MIN. ' AWAY FROM HOUSE `S *,\,IN SLk, O //No -�„ -7 ..-�A , DRAWN: MH/M5 O ° J ki fa e a o '_`:3) N s"� SCALE: 1/4"=1'-0„ `<.,."�.. w e June 18,2015 x;=� r� �� SHEET NUMBER: 10.N1,;. ��y, G4L2.32 ' A..6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH FI FCTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS (2) 2X8 DF#22X8 DF#2 RR @16"0C (2) 2X8 DF#2 _ - ,,1g Ei �' HIP null N . ••71101 ' � It � 11 �',I I�tJ,:., 2X8 DF#2 CJ @15 OC WI 2X8 DF#2 Ci @15 OC G� : ,, — — \ — III c ".j �j"'"'i VIII c3Qe , © N'' _t_________ ____ — ; ytt IL� (2) 1-3/4X9-1/2 � I J ■. ML GIRDER , Mme', i' �i { � II 1 , 1 rr-if � I 1 I I1/4• 11/20 11/4• 03 n3 I~� i{ �i 'h i ) IaI SAV. W.0' NI'– '' . �' I ...1----_-_- _ ; g i4� 6X6 ACQ I I 0 I Ili POST 1 SHOWER I ! I!; fL—_I�l I I ¢ 1 ,1 11!1 i I 1 H N ill ti 0• 0 (« —� j I I��i I I c>r n _ U 11/4 0 30 20 ».,` __ij--� -- - Ilii I Ln 1-� m m c.o.l It;' I 12X12 FG I I ,-1 t,., `° 3 11/4 IN'i ( 1---1 l---- I COLUMN 1 I .,; o > w 11 v 7114'1 I SINK D.W. FIA.I. 100'1!Ni; I! I ' i II 1 I t O m IiN1 --- v _ O) { {{ { ��!!�� {) ) ( { ) { { )I 3(/4'SUB(FLOOR) ( 5 4 DECKING I I u 02 'Co.. — - \ - — �,k ) CSI ) S II S S 4Ii ? N S? i S S It' S S )1.5 S 6 ( )! _ _. ._._. ._ 2X8 ACQ DJ_ c�16'�OC� _ _ _ - I I , 3 - — — - 2X8 DF#2 T ,I a o 4 T Q. 11 1'I11I } (4) 2X8 ACQ GIRDER lJ 'TO APAOVED \ 4t FJ @ 16 OC I 4% \ SLOPE"1/4" PER FOOT PITCH TO DRAIN 4"CI. SEPTIC SYSTEM et • . 4% SIMPSONCB5-6 BASE--� c 12"dia. TRAP HOUSE — 8" PC WALL •a° a O c CONC. O PLUMBING /� n'�+ u n /� DAMPPROOF D.- �•� PLUMBING SCHEMATIC �, . o . 2,I CONC. SLAB .� G PIERte) >� z 16"X8" CONC. FTG. 16"X8" CONC. FTG. CD,_.., i.—.1a (2) #5 REBAR (2) #5 REBAR H U WO • U RE h' k o are { rsion 4-.6.1 W a4• 0 ......wk.,.NAIL s von d....di.t, s i n 46,. . F rTT n.. .., . ... ...... N A-A , ,:,_, , ..., 4 LT. SCALE: 3/8" = 11 a1/45 Project O Enema Cade: 2010 New York Enemy Conservation CIO pi 44 Location: Suffolk County,-New York Z U Construction Type: Sertgle-family Project Typ Addition Q [z] U Ctinle Zone: 4 4" ?meta I r- - 1 1 Permit Number Id' I I® l ' I I®I (® c ` ` S ' ` ' 4 (14114' 1 , , nn ( J 1 ti t I I I' �I I I �t I �t� , I '‘i ' j1; ') t 1 J \ 11 ` l / ; i ik 1 lro +.. al v Oxistruction Ste: Owner/Agent Designer/Contractor I _y l l i tl / f I—� I I ' 1 '/ '/ I1 / F:ft'ANO Mark Schwartz,Architect ! i j ! I f 700 ilA to +l r _ems!511 ( i ` I ( I if i 1 �� 11, ,1 ® 1 � '/ f i i/ f / ' na1Lrll-tOLD,MT t itchoaue,NY 11935 4 / ® I>01-73i-4105 11 rankser ites h.,1tep'torline.;re? 1 }\ I, I i I 'rI i 1I 'I ItH �' Il 11 1 ) 1 ( �1 1 + ( l� 1 #1]STAINLESS ma /I ( /' ( t I 1 / L y / 11 (0; 1 11 !/1',I f/ wWD NILE-� 1 ( �t t(I ( , g (�ii t \i: ( '' I t ' ( I \ WASHERS V12.0 C;1 1 �� I 1( 1 I I 1 f fri 1 d(� r� YI /'az .aasl.a'�aIa A. � .,.-�.� �. a..w< � de....a,a� ...�.a: >a� :.a�..,,a��.. tea«..na.:U,k».- - ,, sz>t<.>_ 7.--. ` I frac. / ( ( �C+yrpt.tiroc #33%setterThatt s e waxlrztmtp.: 45 Y#2'tl. 39 17'� 1 + I I I I I I I S 11( 0 fI I I I 1 1 I, I) (1 -. 4 I ( i'. Tha .i€aPfsar v w Tlsra Cade rbc raArcts has ay.Rc$saao6 ,wups &>raed anse3rtradiia�'Tutus - — — 11 I i I I I ...ft.., e.re Cfti.aWare raa*sr cut saAbyt ms to rnws-eodtr llama. 1 ' i \\ ,-, I, I N! — {� 1IIt , , 1 \I /1 I j 3H"APA PMNODD /� 1\ l /G' l I 1 SHEATHING (L) 1 1 I I I 1 I i 1 1 // ' I I I r I 1i // I /i / 1 °APA 0.ATED sMEATHING \ I I E Assemblies ' r l I of G ADER WaO� Ii I i t ti ,I 1 ' IA I \IA i, I I 'e1 1 �,1 i„,„„ w En1 1 f ' IUTERNArnwe ins:,B) I ( I I / I I / / , +. .c - Y' 6`x lv"e xAt�S ,na l --,,,,4,,,,.4.,,,4,,,“ -. ' ;,---,,,1 I I I 4 __� I r �I I/ I II( `` I I `I ,J __I I I _ / P" t I. / /J I ® yr SPA RATED SHEATHING 1 I ! 1 / 1 1 f ��J "1 T} .,.I£S H' t �' I I 1 I I ! I f I GRADE PLYWOOD 1 I I I ' I I I f O J L ` : + .✓ ,:r �S, .r „+ t " ) .,.4,I, .' r, � s 1 ® I ( EnroamrtvE•z/is•os a) 1 t I I t 1 I) Ili (I j AIT 7.` _ _`°w.�< s ,�.m u.e,,,ac�. . a,s.. r._..saY� � 'asidt a.. . s. .¢:.: t."'`_.�.-.. a„�.. dS;:suu.e ( l I ' III I11 I I t �J I I ' J - i I I! L ert3x* 0nd`in e 5 a 233 d1.4 ii.4 0.4tS4 S II I 1 I i I L 1 i, 111 T- f1-ill I a ( I VI I/ ( I I/ ( I 1/ ( I a w\ -J FI«u l:AA-Wood oisrrTrusr.:O Per /// I I @ I ® /// I #SQ STAINLESS STEEL �� ( I / / ( I ! ; / I /( / 1 / Z53 19.4 0.0 4.0E0 L OR I zx+DE4]—` I ( 11 , I f Q O Ye 3:Wvo I Frasra.l 'c.c. I TDDs ( wOOD SCREWS W; I ti ti O = Winslow 1:Wood Frame,Ctor.,eble Paine with Lew-E WASHERSa 12"OC. ( S \ I I ( r I I I y 1 / i )�) i 0.32#1 ? t I _. _1(1\ ,( WINDOWSILL $f' ( ( �� ( ` f� Y'fj'Y'(� l t/�`t� } I?aor1:Glass 42 0.320 13 I I j' ' i l y ,, TYPICAL WINDOW OPENING {I I `--- ;.1\i'. 1 1 f '� , } 'I' ' m 0 If ' � I v I #10 STIL SS STEEL 123 21.0 4 0 4 047 fi r I I ( (LESS THAN 4'-0X8'-0"OPENING) 11111 I oRGA van zm Gia tEeg 1:net Ceiling or Asia TrrI I I ( 1 s I S t I I I i i I ! l 000 saeews w/ � � O (13 CI t I (I I i t ( r -/y WASHERS•1T MC /�� o CoxnpU ce Statement The ed 6uldirg design described here is consistent with the bt ding pitons,spe acetSons,and other - tor VJ l� tale submitted withe permit application,The proposed bating has been=dessgn ed to meet the 2010&e York£a orgy TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES ervet74Am Construction Cede t 1:ts requirements in check VoF.1 erSn 4. and to comply with the mandatory requirements#stedm in (LESS THAN 4'-0X8'-0”OPENING) z-XY4 DF*t 4s coNNE D Lin TOGETHER WITH STAINLESS STEEL t$a ylEsclreck In_Petti n Cl eck€zit O0.GAL TT1 HOLT,W'/WASHERS ANDND PRNIRS a 2,7"OG. Name-Tide Sactrlaturz Date TYPICAL MULTIPLE OPENINGS 4 . x,, 1 (MORE THAN 4'-0X8'-0"OPENING) 41)%., t .��.'' ,�,4,0 ,`{N SC,y� cc WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELev g -v �y AS PER TABLE 1609.1.4,N.Y.S. RES. CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ?/ 1 4.:.`;I:-IA N i$ DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" a, '':,.".:,::.*',..4.x+.1,04t �' N_ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 1 d. t� '�,.+:,,'', 4,"*,`"'"'""�" SCALE: I/4 —I'-0" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL t h '`. ,F; rf t,--7, /' JOB#: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. % ....Z.:„';:,,,,-- r(2,7,,it ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. X t�?� June 18,2015 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. YQ rt. .r' #Y� ""�,<;ay SHEET NUMBER: Project Title: Report date: 06118(15 N"! O ° Data filename:C:\tlsersV rafting StationliDocumentSIREScheckZERRANDsck Page 1 of 1 PRI PRIME A PAI ALL R EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS — ® PAINTER CT PR E ND NT DOOR MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH C ONNEC TION AND C ONSTRUC TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 1111 _.....00..."- •,14416._ „ . ,�� -7, A. •O 111 ENDWALL RAFTER O � � ti� ,i • CRIPPLE STUD � '.� I� 1101114 WALL STUD �� rI ��`�\\ E10TTOhd PLATE .��I �i iii.� ` ,�.�� ii -,,,, ,,,� RIDGE ,� A �� "� ��o�” � HE40ER �` LEDGER BATHTUB �400 -feQ) SIDE'NAII f7 um `` i��'\ � DOUBLE JOIST ` ` ,.a. . N r/ �� I j RAFTER JACK STUDS O Pi � iiik.`` 'FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5HOLD DOWN COIINECT TO 1 SIDE OF ALL CORNERS ''� � ' ANCHOR TO FOUNDATION W/ ,ANCHOR BOLTS '� CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION S BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2^!D. ,AD ALL OPENINGS' LST.41 1-1 4"x12" 20�a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24'" 0 c. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x3 LS26 13g0. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WTH (2) JOISTS. UNDER WALL ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / d2 9 - THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR R17 TEDO`NN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING U24"OC ti M WALL STUD 1 I U Ln e_ jL ' RLEC I EU ANL) OUGH-ROOF B YD C ON TRAC TOR r-. ts METAL STRAP EEO y,,z. O Z u., VENTILATION CHANNELCJ t' noRltd BOARDRAFTERAS REQUIRED t~ SILL PLATES) 11Q �EIIIIMI:: RAFTERSif ', OsMAINTAINen • t `JENTILATIONWOOD JOIST ' Ij U rn FOUNDATION TOP PLATE ' �� BLOCKING ' f 9111411111 i ,"'r1� .. ` 2x4 LEDGER BLOCKING `� 1%iii II STARRING TO BE ATTACHED TO WALL S,T DS En48"pC � �'� 2x4 SOFFIT JOIST o AND ALL WINDOW/DOOR OPENING J,4CK STUDSATTICSHALLBEPROVIDED WITH A FASC1.4 {{1A,FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION • MINIMUM NETFREEVENTILATINGAREA ' `I' WALL STUD NOT LESS THAN 1/150 OF THE AREA OF t��'� GUTTER ''� THE SPACE VENTILATED. ALL OPENIIIGS - `• WOOD GIRDER I° 3 I INSTALL 4'0" O.C. p CONTIN. SCREENED VENT I`I 11 ` 4" - 8" LSTA24 1-1/4"x24" 20ga_ STRAP AND JACK STUDS RESISTANT METAL EMESH WITHORMESH ON IUI ON ALL OPENINGS i° OPENINGS OF A INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4"0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE • 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS /• 4" - 8" RAFTER RT10 10-3/4" x 18ga. TYDD`NN ANCHOR CONNECT TO `r, EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS Cn 14" - 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS • 0 / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TTDOWN ANCHORCONNEACH RT TO ON ALL OPENINGS �� EACH RAFTER _ / • i 2110. FLOOR WALL .. I ...- IP _ r i l ' RAI-ltk \110,& �"� f/ \ WOOD JOIST 111*‘+‘1 TOP PLATE O / , ' ,...„,g L GIRDER/HEADER �k, � � 15T. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 1248"0C "T' �/ �� ' ' WOOD JOIST 'J H AND ALL ±b1IJDDW/DCOR OPENING JACK STUDS WALL SIUU 0 \\ P4 H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION // INSTALL 4'0" O.C. LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION U ON ALL OPENINGS CONPIECT EACH ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO ACHPLATTHE PROPER STEEL CONNECTOR. r-i 8" - 16" MSTA48 1-1/4"x48" 1650. STRAP AND JACK STUDS IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS F-1 ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS /'1 PLATES TO EACH STUD �I DAL. SILL PLATE •• ..��.)\ TERMITE GASKET /\\ l� \ i • SILL GASKET T TYP, CONC. FOUNDATION ` CONC. SLAB /. ' � \ , f C A 6 MIL. POLY 1.7..-... \ I /-- DAMPPROOF EXTERIOR V • 6MIL POLY ON EXTERIOR GRANULAR FILL • \�• 3 V STEEL COLUMN 4 I.A ,� I • v • CONC. SLAB a•s-.....,:t:;.•,?: tf�,y::. f^' �.a ►\‘ `� `-`�!_'_ A ••4,•d',+ v ANCHOR BOLT EMBEDMENT: 111011Pr/ III �` .--\ C • �, I•!A POURED CONCRETE: 7" ` I ..• / v • • COMPACT FILL •V"=•4�` •v • �1#"' f BLOCK WALL. 15" ''''Igilliris KEYWAY FOOTING V A • C • .• W CONC. FTG. .•p /Pa L . USE WITH 3x3 SQUARE WASHERSIkNtmows) `• W .. ""'.T • . • (USP LBPS58 OR BP583) • y • r r • .ANCHOR BOLT CONNECTION 1 az • I I~— Q J Z '`•� REINFORCING BAR FOUNDATION 5/8" DIA. .ANCHOR BOLT -1 DRAIN TILE ., Q ANCHOR BOLT CONNECTION SUPPORTING. A!AXIPdJM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" 00 W o (CRAWL SPACE OR FOUNDATION' > 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Co) I O WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OP FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION {SLAB-ON-GRADE) 1-2 STORIES 57" OC �3 m O I SUB FLOOR er(1 0 (n CONC. SLAB 1 JOIST ��J�jI) 6X,6 10/10 W`,"AA DODP. FRAME O COMPACT FILL ' GARAGEOgJpbtr',��' USE 2X8 19 'W 'I I FOR BLOC KOUT A• ." E 1j e+',k;,•T v: 4' SLABI '. Ajallilligr P.T. PLATE �`. ��j� \ W/ 6X6 WMM \ SLOPE —� .e :.\6 S(„L� ' ��, V < 1 A . • : 4'DRIVEWAY NOTCH JOIST AND ADJUST ,f: `S"• �T� �._� 'A.' _ 7 1 2" (WITH A NAILING PLATE IF 'a t'g "9 0,y t• •. ,��. 4.6 "` �•• a • • . •• • • TO BE APROX. 1/2" OR HIG `' I. p>& C.-ADE S • • • % STEEL BEAM TO ALLOW FOR t I E MIN. •~,• Q` s� O �•�•• •,,.: j; —• a �•-• 4 f• d O •lbvf a O a a. i•Mii �•i (PP.OV9D_ STRAPPING TO KEEP "hS S, ' YI•D Asa..��, AF '' DRAWN: MH/MS 12, • i f � •c 6X6 W.W.M. • — — �. — — C a �� = • 4 • •• •• lh�i•a .111 J a �Jw + o • a • a f• cin • •• o c � r Gib 4 a ..'''4.... s• • 'A II'>S IA A. ,a I� O C ! O f ,}".rch..' r. ,f • • =TL---!-_1 SCALE: 1/4"=1'-0" . 4' a •"'.'�:• REINFORCING BAR _ I—' p •• • - .,,,r+° w{;,,,>• a 1111 DRAIN TILE 1.0--111•1 *O a REINFORCING BAR e.!! 1 ! Q O••'e fe ____Th--,- ; t� 01ST ��"', .1�B fir: ili NU _I ._.••&tr i„I ° - - i” `{ June 18,2015 Pt.• I I oie 7f (BbL BEAM) a� Z Z K.-,,,1- SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • ► �,,� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT PAINTERA,...8 TOPRIME R ME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE GENERAL ORD TE RIOTING WITH OWNERS FOR APPROVAL OF ALL NDSHCONTRACTOR SHALL P RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND 14YAC PRIOR TO INSULATING AND SHl=tt?•zOCKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 4GROUNC WIND SEISMIC FROST WINTER ICESHIELDKING STUDS lull SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN7 FLOOD ,i` Isis, LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO - 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE } X51 , 4"DIA.MAXIMUM ih` CRIPPLE STUD :' � +Jr"� RAFTER 0 II-714N11 � `�'r + LEDGER II DECK AND COVERED PORCH NOTES: e� e C) I HEADER 1 Unless otherwise noted,all framing material toed be ACQ pressure treated lumber. RIDGE111V ) 1^' All fasteners,hangers and anchors to be galvinized or stainless steel. 11111111111111111111 i lirl iii 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER JACK STUDSGirders on concrete piers shall be anchored with proper steel connectors anchored m / \ into concrete with a minimum 1/2"dia x 7'tong anchor bolt with washers and nuts. ilid 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. r Use minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RAFTER-TO-LEDGER CONNECTION be 3 ' LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @i6"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck joists to have blocking at 8'0 o.c.. o H STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 1526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing ^I ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers s►y m and nuts at 16"o.c. Q U n 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. I-4 rn MINIMUM ' 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored C ` 11111 togirder(s). r� cZRAFTER SJ1Y] VHANDRAILS 11414, 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. w ,1V."' RAFTER O9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal ?U. u M14.:-L...L41° for any contact with ACQ. '.. POST L TOP PLATE TOP PLATE / ' ti HANDRAIL NOTES: z 0 s BALUSTERS ,\` / All required handrails shall be of one of the following types p„ RIM/DECK JOIST `/ or provided equivalent graspability. WALL STUD WALL STUD 3 II OPEN BALUSTER, ATTACHED TO WALL 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater 6:11 t • 1 D •,_ E la LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 6-1/4 inches with a maximum cross section of OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH dimension of 2-1/4 inches. CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RI-10 10-3/4"x 18ga.TYDOW d ANCHOREACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type II.Handrails with a perimeter greater than 6-1/4 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD inches shall provide graspable finger recess area on both Z CONNECT TO PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER sides of the profile.The finger recess shall begin g with a O distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/76 II inch within 7/8 inch below the widest portion of the 4"MAX. profile.The required depth shall continue for at least 3/8 Q� inch to a level that is not less than 1-3/4 inches below thew) a tallest portion of the profile.The minimum width of the �T� 4"DIA.MAXIMUM ` GIRDER/HEADER 3 . handrail above the recess shall be 1-1/4 inches to a W (—I r) , 1�� fir GIRDER/HEADER maximum of 2-3/4 inches.Edges shall have a minimum H [� radius of 0.01 inches. a I ik H �. JOIST 1 POST/COLUMN • NAILING SCHEDULE /'1 O o POST/COLUMN 0 CZ) H "� ROOF SHEATHING: U �{ ��/P. / JOINT DESCRIPTION NAIL NAIL NOTES ❑ nnnnn iJ �nlJ QTY. SPACING GIRDER/HEADER �' STRUCTURAL PANEL gd AS PER TABLE 3.8 H t i� eOST•TO-GIRDER/HEADER CONNECTION WFCM-SBC COO ik LOCATION USP NUMBER DESCRIPTION APPLICATION ''',...,' ROOF FRAMING: 0 NAIL U SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PB544/PBSE44/KC44�POST CAP ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL SPACING NOTES H DECK/PORCH RAIUNCi 6x6 SOLID COLUMN P5566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO•GIRDER/HEADFR CONNECTION ^--i LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL F•�I HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TOP PLATE 10'WALL:4-Sd COMMOf'RAFTER JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST CEILING JOIST a WALL:3-6'd COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILINGVERJOIST LAPS AS PER TABLE 3.7 EACH FACE Al OVER PARTITION WFCMBLE 3 LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE 4411\ 14 _ :TEARING TO RAFTER WFCM•SBC END NAIL ii �` BEARING PLATE GIRDER. �` BLOCKING EACH TOE r® Olt* ,.' }44 , 2-8d COMMON ii 70 RAFTER END NAIL M' WOOD JOIST \ RIM BOARD EACH END t ` TO RAFTER 2-16d COMMON END NAIL LEDGER 41% N `'�) ' 1 % WALL FRAMING: /1 GIRDER/HEADER ` IAltii.i WOOD]01ST , 1�i I JOINT DESCRIPTION NAIL SPACING NOTES C �JJ Ii1 CONCRETE PIER � WOOD JOIST .at I I, ( , TOP PLATE TO 2-16d COMMON PER FACE NAIL J >- .•••••''' ,:::___. - �\\\� TOP PLATE FOOT O z e_ TOP PLATES AT 4-16d COMMON JOINTS FACE FLUSH JOISTS WITH HEADER/GIRDER ; �. INTERSECTIONS EA.SIDE NAIL IZ 0 CEILING JOIST TO BLDG.CONNECTION AU.JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �a�` STUD TO 2-16d COMMON 24" FACE ,� DOUBLE 2x STUD O.C. NAIL O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. (MINIMUM) HEADER/GIRDER-TO-POST POST CONNECTION HEADER TO 16"O.C. FACE O IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS 11FOR HEADER 16d COMMON TO ALLOW FOR SHRINKAGE. LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL } OR BEAM ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF TOP OR BOTTOM 2-16d COMMOI�PER 2x4 STUD END REQUIRED ►I) PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL m 0 FLASHING TUCKED UNDER (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEF BOTTOM PLATE TO: PER FOR STU FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE NAIL OO TOP PIECE OF SIDING AND END JOIST OR BLOCKING I► T/� ~ ss ' c 1 DECK FRAMING: 1`' ^ "` y LAPPED OVER FIRST CONTIN. m ; NAIL NAIL .;;^�' �" «i PIECE OF SIDING BELOW 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD JOINT DESCRIPTION • ^ CONNECTED TO BLDG.@16"OCJOIST TO: QN ye-40\ SP PCI' 4 y t C'7 p1' C )1111rifo0 kwCNW COUPLER NUT 4-8d COMMON "s. 3 �!r STRINGER pOSt � SILL,TOP PLATE OR GIRDER 1+ 'S.- A1L„��.4 -� 0.--111 Q16"•C �� I BRIDGING -' c+ $ pC I c . 11NI � MINIMUM TO JOIST 2-8d COMMON •:u,• s t Ii ff": '. N 11111 I � — _ (21 THRU- i END DISTANCE _ 1,114, . ' T�� 1•BOLTS M �' BLOCKING AC'FLOOR FRAMING ! SiTO JOIST2-8dCOMMON TE3-16d COMMON � & ,r, " 2xJclsrs P644POSE ' DRAWN: MH/MS ANCHOR -- ' 8d'a- 1 M M BLOCKING TO: C E," Ii 1.-- I, a PIER 16"TREAD p o •'e•EN�r ANCE 12"X12"x12" •1 • • SILL OR TOP PLA f BLOCKING FOR `►1�'i �•° "1111 • bp•.:: :'� CONCRETE FOOTING • 'a••°• •` as 3•16d COMMON "t 4 T Y `SCFE: 1/4"----P-0" • LEDGER STRIP FACE JOIST HANGER I ' r ,S TO BEAM I' •.k Al4'1. „+, . JOB#: LAG BOLTS •p GRADE A -r a CONC.REQ.) ”'•, ' 3•8d COMMON r o.� (AS r JOIST ON LEDGER PER",,..5 "r Julie 28,2015 RIM JOIST/BD. O •10, c TO BEAM JOIST + ° L • 5• i�'- HOLLOW COLUMN UPLIFT BAND JOIST PER END SHEET NUMBER: - 3-16d COMMON S'' 8"dia. ,,°.,' DECK PIER SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG.CONNECTION TO JOIST JOIST NAIL " .a CONC. " •"'ll PER PLAN INSTALL AS PER MANUFACTURES RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER DECK/PORCH LEDGER CONNECTION 3-U PIER 2-16d COMMON TOE NAIL A-9.�Go ,�°'�' 4X4 POST PAU44 OR\X/E44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT EACH FOOTING 4.? '''..•• > 6POST PAU66 OR WE66 POST/BEAM ANCHOR APPLYTO OF ANYDISCREP NCIES B EEN THE DRAWINGS,THE SPECIFICA1-1005?At`D THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY A.1 GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 'AtNTER TO PRIME AND PAINT ALL DOOR EDGES TOPE MAINTAIN CONTRACTOR SHALL NO'IFY NSATJ ARCHITECT + MANUFACTURER'S WARRANT'AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND GOND TIONS AT JOB SITE,INCLUDING 9UILDIt1C AND SITE CLEARANCES FOR DELIVERY OF CQVII`k ENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE V-----• PLAN CONTENTS• 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING SEE PLANS CONSTRUCTION NOTES:ES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT ( ) TOP PLATE 10'WALL:4-Sd COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOiST wv: for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND , lif State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA , 2006 SBC HIGH WiND EDITION,WOOD FRAME CONSTRUCTION MANUAL r Ci construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL -•00'.'`'raw sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES E-1"1 °O OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 v`"✓"Q' 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 i I meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Sd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3- TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAiL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 ca responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under H theplate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION ' 4(DESIGNED FONAIL NAIL NOTES GAURDRAILS(ANY DIRECTION) 200 N construction means,methods,techniques,sequences,or procedures,or for safety PQTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY R CAT.C) in specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.in addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAiL U M TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION a �.l anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all -,•, m E.:, � 5).Refer to the Window and Door schedule for exterior openings. comers. (ROOF-FOUNDATION) DETAIL PAGE x.GENERAL NOTE PAG F . "" TOP PLATES AT 4-16d COMMON JOINTS FACE tis, rn " INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE N a-1 x w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: .� v ra) STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE aa °,; or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON �, y aa attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: g FIRE PROTECTION 7).The General Contractor is to consult with the owner for ail built-in items 1/2 inchgypsum wallboard or,the interior attached with 5d cooler nails at 7"o.c.atpanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS v in 16d COMMON (SMOKE&CO2 DETECTORS) N. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ,� in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ti U in 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK i. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ~ FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL 1 r r C 1�1 FLOOR JOIST,BAND JOIST, 2-16d COMMON CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shear/veils are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION I NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occurin in exterior or unheated interior areas. 4-8d COMMO g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOiST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ri Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOEZ 4)-Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION LGN NOTES PP P Y 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CD BLOCKING EACH TOE L--i 2-8d COMMON 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH o Where a ridge is to be used as a structural beam,the rafters shalt either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Ed COMMON 6"O.0 8d COMMON 12"O.C. ( FIELDS) g L/] to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3 16d COMMO e° @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAILEW-' along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL HO 8x16 cast iron foundation vent for every 150 sq.ft-of area. NOTES Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 1`vv t TO BEAM 3-BdCOMMON JOIST NAIL z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END '"" . the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAiL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMI* A *1 2).Tabulated 12 inch o.c.nails acing assumes sheathingattached to rafter/truss framingmembers with G>0.49. H NG I i�t G NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: p For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION (NAILCD NAIL Z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C U belowgrade.Porches with covered roofs shall have 12"dia.concretepiers for thegirders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL Sd WFCM SBC \ SHEATHING REQUIREMENTS FOP 'Y/IND LOADS: I1/--�L WALL SHEATH.N� Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING- NAIL SPACING NAIL SPACING AT INTERMEDIATE F-1 SHEATHING LOCATION NOTES /^^� 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD i--I otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6'O.0 8d COMMON @ 12"O.C. SEE NOTES:1.3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0 O.C.FIELD 6 6"O.0 8d COMMON 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. r- WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9-Provide fire to gi• rder(s). I DINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Ed COMMON WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub.. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMO1' 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 1;/] W 5d COOLERS Z on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams )height to match floor joists around stairwell and/o• 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. z other access openings unless otherwise noted(typical). J FLOOR SHEATHING: O i).PROVIDE 5/8"TYPE-X SHEETROCY.FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAiL NAiL JOINT DESCRIPTION W 8)-Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O,C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ^ er Q 1"OR LESS 8d COMMOT 12"O.C.FIELD C _ 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602-8 FIREBLOCKING REQUIRED f- under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) CI < 0 and to form an effective fire barrier between stories,and between a top story and the roof space. m O requirements. Fireblockingshall beprovided in wood-frame construction in the followinglocations- 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF O needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. il.! ti equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor T^ 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 til CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. sem { 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailingrequirements for structural a'04-At aF;°`" t '1`. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. ".0t;,..' C over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. \IN Sc .J: 1).All electrical to be installed as per N.Y.S.Residential Construction Code. C-1 at .. 6k 0 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls andnf a'"f n ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).Wbes,thwa!I sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces i/ �y 7 � a members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. gayi N DRAWN: MH/MS P PY :?3t .a. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. " ` ,:.ra't'a `i-,sa'": 3).Install Smoke detectors and Carbon Monoxide detectors asper section 8317 k� } throughout ',� � �. +b SCALE: 1/4"=1'-0' 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage . +tr . + SOIL COMPACTION: flame and products of combustion. JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM em=ua. torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR \, F i June 18,2015 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Codd," TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. •a..' i4 •41i ',;(Q'' SHEET NUMBER: 16).All sill plates and wood in contact with concrete to bepressure treated.Sillplates to REMOVE 10V�AND ADD ADDITIONAL FILL AS NEEDED. N�' 0 j.-�a�til �;w be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. "••ate,..,.,,,, 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: 1n DENSITY(PER ASTM ID 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FiLL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A_ it u TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.