Loading...
HomeMy WebLinkAbout39127-ZTown of Southold Annex 1/22/2015 P.O. Box 1179 54375 Main Road % Southold, New York 11971 st CERTIFICATE OF OCCUPANCY No: 37385 Date: 1/15/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1295 Youngs Rd, Orient, SCTM #: 473889 See/Block/Lot: 18.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2014 pursuant to which Building Permit No. 39127 dated 8/19/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A DECK ADDITION TO A ONE FAMILY DWELLING AS APPLIED The certificate is issued to Prescott & Forbes LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39127 PLUMBERS CERTIFICATION DATED Aut ed ignature 01-05-2015 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 39127 Date: 8/19/2014 Permission is hereby granted to: Esposito, Edward & Esposito, Andrea 1295 Youngs Rd Orient, NY 11957 To: Addition/alteration to an existing single family dwelling as applied for. At premises located at: 1295 Youngs Rd, Orient SCTM # 473889 Sec/Block/Lot # 18.-1-2 Pursuant to application dated 8/1/2014 To expire on 2/18/2016. Fees and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING $448.00 $50.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF This application must be filled in by typewriter or ink and submitted to the Building VIOZ Z Z d3s ! ; A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 S. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. OR /01//'t New Construction: V/ Old or Pre-existing Building: (check one) Location of Property: House No. �j Street Hamlet Owner Property: Owner or Owners of Pro I 1 C i2,� /C u f�"- / Suffolk County Tax Map No 1000, Section / Op Block d Lot d Z Subdivision Filed Map. Lot: Permit No. tiLk� Date of Permit. Applicant: Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ 6P �J(7 /_ check one Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SO y�OUNT NV, Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(cD-town.southoId. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard True Address: 1295 Youngs Rd City: Orient St: NY Zip: 11957 Building Permit #: 39127 Section: 1$ Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mariner Electric License No: 45056 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 63 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 12 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 58 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances 2-dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect Switches 57 Twist Lock Exit Fixtures TVSS Other Equipment: 2 -wall ovens, 1-8ft electric baseboard heater, 5 -paddle fans, 3 -exhaust fans, 1 -well pump, 7 -ARC fault circuit breakers Notes: 6 -stair way lights Inspector Signature: Date: Jan 5 2015 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Building Permit No. 3q/27 pF SOUI�,o� jig COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Owner: &Card Trt,-tt (Please print) Plumber: grad r i eC uc. A (Please print) lead. Date: 1Z/Zc1 )%q Telephone (631) 765-1802 Fax(631)765-9502 I certify that the solder used in the water supply system contains less than 2/10 of 1% (Pi u ers Signature) Sworn to before me this 0 day of 20_L\4 Notary Public,S � County CONNIE D. BUNCH Notary public, State of New York No. 01 BU6185050 Qualified in Suffolk County Commi,sc ion Emires April 14, �91(p OF SOUryO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTN FOUNDATION IST ] FOUNDATION 2ND ] FRAMING /STRAPPING ] FIREPLACE &CHIMNEY ] FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) ] CODE VIOLATLpN REMARKS: _P�_K �Z, [ . ROUGH PLUMBING ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE �� �-�-INSPECTOR�� OF SOpl�o� V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ) CODE VIOLATION [ ] CAULKING REMARKS: 601K -- DATE 12, r4f so T , ,�O to LJ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 j INSPECTJON [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ wEMMM AL !\V!k_ H PLUMBING ] INSULATION ] FINAL FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE � I lqtkT:�- hO��pf SO(/T�o� �0 • �o ��'fCO►►un �� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOU ATION 1ST [ ]ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION I l FIRE nEslsrarrr coxstnucnoN [ ] FIRE nEsisrMr vEeErnuuTwN [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING wW.mm m wvw_ DATE Z INSPECTOR /� �12�oFso�r �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] GH PLUMBING [ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKINQ DATE INSPECTOR 0 ---9fL7� TOWN OI r� iv 1 N /� v 7%J i C/DEPT. FOUNDATION 1 ST [� ] FOUNDATION 2ND [ r ] FRAMING /STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLAMN REMARKS: N IC44 kxr --i::Zsf C.<4� [ ' ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE/ I/ ( INSPECTOR �p�y�OFSOpr�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION -ELECTRICAL (FINAL) [ ] CAULKING DATE INSPECTOR 37/ �o��Of SObT�,o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION iST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8 CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ ]CODE VJQLATION REMARKSP A [ ] ROUGH PLUMBING [] 1 LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING`` DATE / � `� INSPECTOR --p as l'`COInrtV �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ]INS ION [ INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE �" j � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 1�Approved � , 20 Disapproved a/c Expiration 20 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. v Z [- AUG - 1 2014 APPLICATION FOR BUILDIN INSTRUCTIONS Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Mail to: &i49/c�j,�ij� % Phone:— Date-07/31//4 hone: Date0 . _, 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 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, age t, architect gineer, general contractor, electrician, plumber or builder Name of owner of premises V I C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: IZ9s' y0UA) 6J R� o House Number ' Street f{ r ri71� County Tax Map No. 1000 Section -Blo& Ot Lot © 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of a. Existing use and occupancy. -s and intended use and occupancy of proposed construction: Ale'.f.F G/i,qrt_ v /2 F_ r b. Intended use and occupancy s4we� i 3. Nature of work (check which applicable): New Building Addition L Alteration) Repair Removal Demolition Other Work et,</ JO,5 C> < (Description) 4. Estimated Cost Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercialor mixed oy�cupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,, if any: /Fr'o'nt Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Numb r of Stories 4. loC 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g 4- 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re -graded? YES NOYWill excess fill be removed from premises? YES,—< NO 14. Names of Owner of premises Tie (jim_ Address Phone No. 5C�jz Name of Architect SC T Z Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) c SS. COUNTY OF SSC. CU40Y Z being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, , 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. Sw irontibefore me thi „ , l 1 day of 20_ c2'� V--A-p V8N VI IE �b I UNCH Notary Public, State of New York No. 01 BU6185050 Qualified in Suffolk County Commission Expires April 14, 2-00 D [ E, c L=, � `'J AUG -1 2014 BLDG DEPT. TOWN Of SOUTHOLD Scott A. Russell j SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 C} 53095 Main Road - SOUTHOLD, NEW YORK 11971 65TOI[ IM[WA\TIER, 1\M1A\ISA\GIEl\\I[IEN1F Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) k. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 3. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ;. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ). Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent. Contractor, Other) S.C.T.M. #: 1 ti Date: Disstrict NAME:&'Ier _ It0/ 01- 0 7/;// N Section Block Lot .� ., , .f n .� 1�01i BL 11 1)1N6 1:)L: AR'1 \;1[..'N'1(. �1. ONJ_.l' Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 79965-1802 roaer.richertt ouvn so7&051d ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- S-_�'0.tnev.�,C .' Date: ^ZS ^ Company Name:0.� : Name: o� , 4�„ . . �,. --• _� No.. `t .5'6 6 to r-, NA f, No.:.coal_ JOBSITE INFORMATION: (*Indicates required information) *Name: Cko. �� '� *Address: �2 �i �i 9J v t ��-- *Cross Street: 'Phone No.: Permit No.: Tax -Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: G/ NO CRoDughln Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form S 80°44'0" W 169.33' 11 W 0 0 N o M LU CU. YD. 1 CU. YD. 3' z 3.7 °n W o EX. V9 O DECK 1 O a .o' Q O EXISTING e DECK HOUSE ' - O (EXTENDED); - 0.EPI CE DECK FRAME I� AT EXISTING KCH 00 ' w O� 25.0' 2. 21.00 AO V z 4.3' W o V z EXISTING a EXISTING GARAGE IMPERVIOUS DRIVEWAY M 0 S 80°44'0" W 165.00' }' SITE PLAN ® SITE DATA: SCTM # 1000-18-01-02 SCALE: 1" = 20'-0' DESCRIPTION: PROPERTY: ESTIMATED A0.FA OF SQ. FT. AREA: 16.96B.R Sp, LOT COVERAGE: EXCAVATE: FILL: GROUND DISTURBANCE: EXISTING GARAGE: � 500 fp. FT. 800.0 Sp. FT. f.R % EXISTING HOUSE: EXISTING PORCH: 1.131.6 Sp. FT. 19].) Sp. R. 6.8% - DECK: 678.6 $Q. FT. 1.1 % 4.1% ] CU. VD. ICU. VD. TOTAL: 1.]98.9 Sp. FT. 16.9 % 2 CU. YD. 1 CU. YD. S 80044'0" W 169.33' _ U -i N o o - nj N o M N LLA 3.3' 1 5.0' Q z 4 3.7' b vi '-- 0 1 EX. DECK ni o c ni to O O o' Q � 0' EXISTING N ' cj DECK HOUSE (EXTENDED) ; REPLACE DECK FRAME 1� AT EXISTING PORCH r-- ON 25.0 2.0 00 21.00' % z 24.3' Lu8.0' - V _0 b 01% z EXISTING EXISTING GARAGE ^^ IMPERVIOUS DRIVEWAY O S 80044'0" W 165.00' }- SITE PLAN ® SITE DATA: SCTM # 1000-18-01-02 SCALE: 1" = 20'-0' DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 16.568.8 SQ. FT. , ESTIMATED AREA OF GROUND DISTURBANCE: _ S00 SQ. FT. r r r EXISTING GARAGE: 800.0 SQ. FT. 4.8 T EXISTING HOUSE: 1,122.6 SQ. FT. 6.8 % - EXISTING PORCH: 197.7 SQ. FT. 1.2 % - DECK: 678.6 SQ FT. 4.1 % 2 CU. YD. 1 CU. YD. ? IAl TOTAL: 2.798.9 SQ. FT. 16.9% 2 CU, YD, ICU. YD. CI 26'-0" REScheck Software'VeWton 4.6.0 '—g" 7'-7" 7'-6" 7'-7" -Compliance Certificate -------------------------- ------------------------------------------- ----; p�y� ' ' ject 1 j ©0 ©O 1 0 , G,t"gytbdc '2UlONewYwicEe+erggCanserTatim+ €___ _ ___________________13 -� 6 toctarc� 5ulidk Cea/KX, Nc+� XoYE tk-a Cf 'ryp= sing7e-�amRy - - - - - - - - - - - - - i (3) 2X10 ACQ GIRDER - - - (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER 1 �tT� Akeradon .. ' I 1 CSnete Zone i (575o HDD) 1 1 ra"JeDam ' ; 0 a 6X6 ACQ POST H 12"dia. CONC. PIER 1 cxtesanlcdenstt otmartAgeslC DesignerlCon[nttbr ; 3'-0" BELOW GRADE ; • TRUE M".k Seh�em Ald bl t I 129151'OUTAM POAD 1'.0. DM!33 1 • • ORIEIIT, MY Cutd-q _ KYU535 I 1 G31-734-i11s 1 0 , 1 , 1 , V1 Q I 01-0 i - , U) Z •Cmmgl_ a -W% vetba71,_Crde INaxI"WUA: 104 TOWUk 10r 1 DW � • tiM M.�,.Y�wr7l,w oiNrilewlla»iwi,"r�..:rdir flwrlilTrM'waier+Yi+rr.' ,,,..,,,;,,,....,..,.�,�.,,,..,,�,.>r;,..,m;�,.�,,,� 1 6X6 ACQ POST ' LO � 1 0) N 12"dia. CONC. PIER Envelope Assemblies ; ON 2'X2'XI' CONC. FTG. SCALE: 1/4"=1'-0" JOB #: 3'-0" BELOW GRADE November 19, 2014 SHEET NUMBER: A-5 w.m 2. wood Franq lt: rc 743 1ao +t'u 0=2 54 ' ' ' (3) 2X10 ACQ GIRDER ' ' 3 2X10 ACQ GIRDER 4-- ' 2X- ACQ GIRDER rl:lfinrlF__mmmi Panew4d%Lm*rF :. 37 mmo 22 L= - - _ _ zy =. _-+r _�_ __:�_ _�_ _ , ,() 1 - _ _''__ __`_ _"'�'_ _�`._ =i=__ `_ _''_ =-ti`= ='-_ ='� _ _ - t • Dorlictus 'Az VM0 23 I • - - 1 1 • - ----- - ----- -- I 1 T- T1 (URIBO1 I 1 - - - • • - - - - • • - - - •8„I i Fstc�rny'rfSC100ITl� cno aon . tfo oa3s 21 , 8� 70-7" z 79 6" 71 �„ • Cr+p1,snce5hten+enr ifie 6uidir117dea`Sre den,"Sed Sne Is adest ++4 tw'th d+ebui3ng PirnW rnd odfi • oini.t;o,w su6mitti wll, tfre }erewit rppficrtiw+. The pecpmed Siding I .x bern designed m m-�t die 2010 Hews Yak f�+vgy I i �.nfr+�ati"n Can.t,vuion Cede ,rglinementr in iCGSohrdc Ymm 1 L.tt r,d m comply uvdF, the mrnd.tary nequianerib meed in •d,eREShceckirepecti�r,die-d3at ====e====-________ I EXISTING (3) 2X10 GIRDER I PrOjtcYT4de: Rrport dais: 1L19114 I Data I I I SEPTIC •. ' O �KW o: wl ■Z2 Z<■I SHOWER BASE TO f I I O INSTALL OVER R a Ig cv CRUSHED STONE le vice, 00 0o '-6 18'-0" 7'-7” . M � • � MIN. 4" STEEL COLUMN w/ � 42"X42"X12" CONC. FTG. REINFORCED w/ (4) #5 REBAR e.w. 20'-0" EX. (3) 2X10 GIRDER EX. (3) GIRDER ---------- _ HVAC - I DUCT ADD (4) 3/4" STEEL PLATES TO EXISTING GIRDER (ALT.: W8X48) N cV , o ' ' N RECREATION ROOM HEATED EX. CHIMNEY TO BE REMOVED UTILITY / STORAGE O I N i q <V EXISTING PORCH FOUNDATION - i U In Y U LU 0 z HL�1��� - r+ov 19 2014 6� DG JcrT. A r . 11 FOUNDATION PLAN WA SCALE: 1/4" = 1' �)91a7 REVISIONS j ©0 ©O 0 N U -� N � U U 00 0 a H 0 H O Q 0 rH^�, V1 Q 01-0 i - O U) Z ZZ DW 0� LO ^/ 0) N DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: November 19, 2014 SHEET NUMBER: A-5 91. 16 MIN MIN im; 1 �t: u PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r A PROVED AS NOTED DATE: B. P. # FEE: BY.- _ NOTI B ILDI G DEPARTMENT AT 765-1802 8 A TO 4 P FOR THE OCCUPANCY.OR FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED USE IS UNLAWFUL FOR POURED CONCRETE 2. ROUGH -FRAMING &PLUMBING 3. INSULATION WITHOUT CERTIFICA 4. FINAL - CONSTRUCTION MUST I�UJ' OF OCCUPANCY BE COMPLETE FOR C.O. t_ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED A F smm D TOWN ZB SO4N06P99AAMNHOARD SO' -,!TRUSTEES NX,S-9E2� ' PLUA4BER CERTIFICATION ON LEAD,C0NT.ENT BEFdRE CERTIFICATE,6F OCCUPANCY SOLDER 11SEDIN WATER PLUMBING ���SYSTEMbANNDT FRONT ELEVATION ALL PLUMBING WASTE OF 1% LEAD. & WATER LINES NEED"` - SCALE: 1/4" — 1' TESTING BEFORE COVERING 00 I N i� EXISTING FRONT ELEVATION SCALE: 1/4" = 1' mill n� err1511 D JUL 27 2014 BLDG. DEPT. 10\0 CSF SOUTHOLD c)j--e,c-- REVISIONS O 0 N M � U ^ M M u M a z C E -4o w ►-� L C oC4 E-� a Q Q W � 0 Q C U)z z ::) W � O �O N b� DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: July 29, 2014 SHEET NUMBER: A - I T 0 00 A- 0 00 MM I insommi smoom �oniiii�i �i� niii��='�=!��� IIS � 11MEMMIMM 'M loom imommolon molmmimm IMMENNE,������ �I�I� i����� on ii mmmmmmmm -Mommor Moo Inr L iNJ I Elm ninim minim] txi5 I INU RIGHT ELEVATION SCALE: 1/4" 0 I co 0 I 00 mmmoisommmomm mini MEIN MINI 11111111111111111111101 ONO momimi .. i■iii�ii low 41,■iii■■�■� EXISTING REAR ELEVATION SCALE: 1/4" = 1' 0 i min MIN MI WIMP Mimi, ■ISI■ � Elm Elmmini • ■I■I■MINSEE.-REAR ELEVATION 0 I REVISIONS *O 10�' 0 N\ a Ln w` c v e 0 ..o 0 �z � QW v1 rn x o¢ O o Q W Q O o �- U)Z z :3w OO LO ^/ rn N DRAWN: MH / MS SC B: 1/4"=1'-0" B #: July 29, 2014 SHEET NUMBER: A-3 0 00 O 00 THIGH R (3) 2X10 ACQ (5) 2X12 ACQ GIRDER UPSET GIRDER O I 00 POST x--12^ala—►� O i i CONC. PIER 2'X2'XI' CONC. FTG. CONC. FTG. 2X10 ACQ @12"OC RETAINING WALL 0 I 00 0 00 0 00 est �� dalmammm. LEFT ELEVATION EXISTING LEFT ELEVATION SCALE: 1/4" = 1' 00 REVISIONS go 0 0 � M � U � M ti C£ U Ln 00 U m 0 R, z O ►'--i �z o C:� Q W O oa F--1 E-� w F --I Q Q W � Q O ry>_ �Z ZZ D Lu >-0 �� 04 N r DRAWN: MH/MS S ALE: 1/4"=1'-0" JOB #: July 29, 2014 SHEET NUMBER: A-4 I 'd - I cV 7'-8„ 27'-91/2" 12'-51/2" 7'-8" 7'-2" 1p11'-51/2" 7'-2" --------- lz `-- - - - E -- (3)2X10 ACQ GIRDER ---==___r - - =jam` X22.. _ 12" DIA. CCONOCUPI R 6X6 ACQ X,oQpi to �o P 24 X24 X12 CONC. FTG 3' BELOW GRADE (TYP.) BcSgM _i ___ ___________i____________,__ i - - 1(5) 2X12 ACQ UPSET GIRDER - _ - - (5) 2X12 ACQ UPSET GIRDER - _ _ - (5) 2X12 ACQ UPSET GIRDER, REMOVE EXISTING DECK AS i " REQUIRED FOR NEW WORK 7 -8 11 -5/ 7 8 EX. (3) 2X10 GIRDER EX. (3) GIRDER 1-------------------------c _-'----------- ' OPTIONI -� HVAC " , » _- ----------- -------------- -- - ---- J------------------------- COLUMN DUCT4 4 —C1/2 OPTION 1 OPTION 1 COLUMN COLUMN OPTION is ADD 1" STEEL PLATE TO EXISTING GIRDER ON EACH EXISTING (3) 2X10 GIRDER REINFORCED w/ (4) #5 REBAR EACH WAY TO BE REMOVED 0 VERIFY EX. COLUMN; MIN. 3-1/2"dia., 1/4" THICK I OPTION 2: CE o� ADD 0) 1/2" STEEL PLATE TO EXISTING GIRDER. 00 INSTALL LALLY COLUMNS UNDER GIRDER. LOCATED � UNDER (2) COLUMNS FROM ABOVE. EACH POST cl I TO HAVE FOOTINGS; w/ 4'X4'Xl' CONC., a, V � E--+ Lu , 13 O 7 Q CN � > O ' , I--1 Q I I TTW� V1 Q ® 4'-81/2" or_ >- O Fn Z , Z) W_ LEDGER BOARD TO BE FASTENDED I LO TO BUILDING WITH TIMBERLOK® EXTEND CANTILEVER -1- SELF -COUNTERSINKING SCREWS p 1/4"=1'-0" , July 29, 2014 BY OLYMPIC MANUFACTURING A-5 2 SCREWS @ 32" O.C.) C'4 1 p V o SEPTIC , I I Zo @1zc i I I -- ---- '' LL � � r ' — OPTION 2 ' OPTION 2 , X i w . SHOWER BASE TO INSTALLA RUSHED STONOVERE CRUSHED STONE ®1 _ O : 14'—p�/2n U COLUMN 8,-4�/2�� COLUMN DO , i B"dia. CONC. PIER I EX. (3) 2X10 GIRDER EX. (3) GIRDER 1-------------------------c _-'----------- ' OPTIONI -� HVAC " , » _- ----------- -------------- -- - ---- J------------------------- COLUMN DUCT4 4 —C1/2 EX. 8' HIGH CONCRETE BLOCK FOUNDATION I I I ILu I I I( I I II I I I II I(( II I I I I Z_ EXISTING PORCH FOUNDATION- -REVIEW EXISTING CONDITION OF PORCH WALLS -; v — REPAIR / REPLACE AS REQUIRED Lu FOUNDATION PLAN 1�i I, i WA' 1 REVISIONS OPTION 1 OPTION 1 COLUMN COLUMN OPTION is ADD 1" STEEL PLATE TO EXISTING GIRDER ON EACH SIDE. FOOTINGS TO BE REPLACED w/ 4'X4'Xl' CONC., EX. CHIMNEY REINFORCED w/ (4) #5 REBAR EACH WAY TO BE REMOVED 0 VERIFY EX. COLUMN; MIN. 3-1/2"dia., 1/4" THICK ti OPTION 2: CE o� ADD 0) 1/2" STEEL PLATE TO EXISTING GIRDER. 00 INSTALL LALLY COLUMNS UNDER GIRDER. LOCATED � UNDER (2) COLUMNS FROM ABOVE. EACH POST cl TO HAVE FOOTINGS; w/ 4'X4'Xl' CONC., a, G� REINFORCED w/ (4) #5 REBAR EACH WAY LL EX. 8' HIGH CONCRETE BLOCK FOUNDATION I I I ILu I I I( I I II I I I II I(( II I I I I Z_ EXISTING PORCH FOUNDATION- -REVIEW EXISTING CONDITION OF PORCH WALLS -; v — REPAIR / REPLACE AS REQUIRED Lu FOUNDATION PLAN 1�i I, i WA' 1 REVISIONS 0 ti tT 't o� raf 00 � U H a, G� E--+ l Qi O 7 Q 0 � I--1 Q TTW� V1 Q or_ >- O Fn Z ZZ Z) W_ LO ^/ rn CV DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: July 29, 2014 SHEET NUMBER: A-5 i ' i o EX. BEDROOM No. 1 EX. BEDROOM No. 4 ----- 9 EX. BATH z EX. BEDROOM No. 2 EX, BEDROOM No. 5 EX. BEDROOM No. 3 `k ©a o©b 0 0 EXISTING 2ND. FLOOR PLAN SCALE: 3/16" = V-0" EXISTING IST. FLOOR PLAN SCALE: 3/16 = V-0" REVISIONS J `k ©a o©b 0 0 ci 9� e+ \� 0 H w N � P-, p F. Q CA w O ►--, E� w Q Q O U) Z ZZ Z) W 0� �O N DRAWN: MH / MS SCALE: 3/16"=1'-0" JOB 4: July 29, 2014 SHEET NUMBER: A-6 I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I i L WALL LEGEND L -------------- , WALL TO BE REMOVED EXISTING WALL NEW WALL NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2" ,EXT.: 2X4 = 4-", 2X6 = 6") DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 - 3-1/2", 2X6 - 5-1/2"] CJ EX. GIRDER 10X10 FG COLUMN w/ 6X6 ACQ POST 2X6 AC EX. CONC. WALL EX. CJ I IG m 16"OC -A L I EX. CONC. WALL — J No 7'-8„ 27'— 91/2" 12'- 51/2" NEVA' UPPER DECK 5/4X6 DECKING im 1 1 FLUSH WALKOUT (BUILD OVER EX. DE( , I 1 I 1 1 .-�- -- i - — - — - RELOCATE — --.. EX. WINDOW D NIN O --- - ti m U O0 ro7c U 0 i0 O� 1 0 a V1 0 O z a H 00 DOUBLE UP FLOO JOISTS, C a AT MASTER BATH LON( ; CANTILEVE I O C07 •- __j_____N Q I i __+N Wo tea° Qo— Q cl�Z ® � O O KITCHEN io o_ �o D O W O O N 1' , I 0) x N N PTO DRAWN: ME/ MS ' M I ; 1/4"=1'-0" M July 29, 2014 SHEET NUMBER: A-7 I ` 1 1 , 8X8 COLUMN ; (TYPICAL) _' ----- ------------------------ ----- -------------- yam- --- --- _ (5) 1-3/4X14 ML UPSET GIRDER (ALT.: (3) 9-1/4 ML w/ (3 11/2" EEL:PLTS) „ 15'-41/2" REMOVE Lu ; o1 1 ; ; I -EX. FLUE 1 =I 1 M VI I O 11 I I 1 1 1 1 EX. LIVING ROOM REPLACE EX. STAIRS <I1 1 1 1 (ADD TREAD) 15R LL1 1 1 I - • 1 X.' ENTRY I ' 8X8 COLUMN 1 1 1 1 (TYPICAL) I t l i I 1 1 I 1 1 2X10 HDR 3'-0" REPLACE EX. DOOR CIR24 W/ SIDELIGHTS w/ NEW SGL. DOOR L 5'-1" 1. 4'-5" EXISTING PORCH ' 10X10 FG COLUMN INSTALL 2X6 ACQ DJ ' w/ 6X6 ACQ POST & DECKING PER OWNER i (REPLACE EX. COLUMNS) I 1 1 1 1 1 1 EXISTING DECK ' REPLACE EXISTING RAILING 5/4X6 DECKING 1 .i • 3'-4" " 8'-7" 8'-0" 10'-11/2" " 28'-01/2" 1ST. FLOOR PLAN SCALE: 1/9" = 1' CLOSE OFF EX. DOOR OPNG. I 1 EX. RECREATION ROOM � I 1 1 REMOVE EX. STAIR 1. REMOVE EXISTING WALLS AND BUILD NEW WALLS, AS INDICATED ON PLANS. 2. CLOSE OFF WINDOW OPENINGS AS SHOWN ON PLANS. 3. EXISTING BATH TO BE ALTERED. REMOVE AND REPLACE FIXTURES PER NEW PLAN. REPLACE FLOORING. 4. REPAIR / REPLACE DRYWALL AND FLOORING (VERIFY WITH OWNER). 5. EXISTING DOORS / HARWARE TO BE REVIEWED WITH OWNER IF TO BE REPLACED. 6. REVIEW PLAN FOR WINDOW REQUIRING TEMPERED GLASS. 7. VERIFY HVAC DUCT LOCATION. DUCT WORK TO CONTINUE TO BASEMENT. 8. SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE THROUGHOUT. w REVISIONS O 0 ti m U U 0 i0 0 a V1 0 I-� z a H a C z I� Q Q Wo Q cl�Z O � ZZ D O W LO 0) ^% N DRAWN: ME/ MS SCALE: 1/4"=1'-0" OB #: July 29, 2014 SHEET NUMBER: A-7 _F s10 STARLESS OR GALVANI7ED WOOD SCREWS W/ WASHERS • Lr 0 L 2X4 DF;Ii—{ STUDS m� O/ O I I �ri��i�ii���r•�iii�i�i��� �( 1 I ( 1 II I 1�(� i 1 ii��� 1 el ilin '� I IIII I I I I I I nHinn o �� nnNinn � u I .1 a 1- M M T� c v, v 0 0. z O a� z W � H � ar W � o � o � w z O rF^' 1� V1 I MULTIPLE PLYWOOD ASSEMUM 2.7X4 DFB2 SKIDS CONVECTED TOGMEM WITH STARLESS SIM OIL GALVIN VED BOLTS W/ WASHERS AND NUTS • 2-4' O.C. TYPICAL MULTIPLE OPENINGS TYPICAL DOOR OPENING (LESS THAN 4'-OXS'-0" OPENING) (MORE THAN 4'-0X8'-0" OPENING) #10 STAINLESS STEEL OR GALVANIMED — WOOD SORCWS W/ WASHERS • 12' O.C. Ur APA RATED SHFATIDNG — GRADE PLYWOOD (ALTERNATIVE 7/14' O S L) D4. 3/4' AIA PLYWOOD —SHEATHOG Ir O/ O I 1 i I II I �( 1 I ( 1 II I 1�(� i 1 I �® \ 1 el ilin '� I IIII I I I I I I I TYPICAL DOOR OPENING (LESS THAN 4'-OXS'-0" OPENING) (MORE THAN 4'-0X8'-0" OPENING) #10 STAINLESS STEEL OR GALVANIMED — WOOD SORCWS W/ WASHERS • 12' O.C. Ur APA RATED SHFATIDNG — GRADE PLYWOOD (ALTERNATIVE 7/14' O S L) D4. 3/4' AIA PLYWOOD —SHEATHOG Ir Me" SILL I TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0' OPENING) UAPA TEO SHEATHING GRADE PLYWOOD (ALTMMTMVF 7/16- OSL) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 8'-6" 5'-21h" 79-83/4" 4'-3" 4'-3" CW34 AW31 TEMPERED TEMPERED I ro 0 00 00 I TW3046 [EGRESS] 6'-0" 6'-0" 12'-0" 1. REMOVE EXISTING WALLS AND BUILD NEW WALLS, AS INDICATED ON PLANS. 2. CLOSE OFF WINDOW OPENINGS AS SHOWN ON PLANS. 3. EXISTING BATH TO BE ALTERED. REMOVE AND REPLACE FIXTURES PER NEW PLAN. REPLACE FLOORING. 1 4. REPAIR / REPLACE DRYWALL AND FLOORING (VERIFY WITH OWNER). 5. EXISTING DOORS / HARWARE TO BE REVIEWED WITH OWNER IF TO BE REPLACED. 1 6. REVIEW PLAN FOR WINDOW REQUIRING TEMPERED GLASS. I 7. VERIFY HVAC DUCT LOCATION. DUCT WORK TO CONTINUE TO BASEMENT. 1 8. SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE THROUGHOUT. 2ND. FLOOR PLAN SCALE: 1/4" = 1' WALL LEGEND EXISTING WALL NEW WALL NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2" ,EXT.: 2X4 - 4-", 2X6 - 6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 = 3-1/2'.2X6 = 5-1/2-1 VA3j�, REVISIONS • o° o r- 0 PI � u I .1 a 1- M M T� c v, v Me" SILL I TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0' OPENING) UAPA TEO SHEATHING GRADE PLYWOOD (ALTMMTMVF 7/16- OSL) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 8'-6" 5'-21h" 79-83/4" 4'-3" 4'-3" CW34 AW31 TEMPERED TEMPERED I ro 0 00 00 I TW3046 [EGRESS] 6'-0" 6'-0" 12'-0" 1. REMOVE EXISTING WALLS AND BUILD NEW WALLS, AS INDICATED ON PLANS. 2. CLOSE OFF WINDOW OPENINGS AS SHOWN ON PLANS. 3. EXISTING BATH TO BE ALTERED. REMOVE AND REPLACE FIXTURES PER NEW PLAN. REPLACE FLOORING. 1 4. REPAIR / REPLACE DRYWALL AND FLOORING (VERIFY WITH OWNER). 5. EXISTING DOORS / HARWARE TO BE REVIEWED WITH OWNER IF TO BE REPLACED. 1 6. REVIEW PLAN FOR WINDOW REQUIRING TEMPERED GLASS. I 7. VERIFY HVAC DUCT LOCATION. DUCT WORK TO CONTINUE TO BASEMENT. 1 8. SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE THROUGHOUT. 2ND. FLOOR PLAN SCALE: 1/4" = 1' WALL LEGEND EXISTING WALL NEW WALL NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2" ,EXT.: 2X4 - 4-", 2X6 - 6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 = 3-1/2'.2X6 = 5-1/2-1 VA3j�, REVISIONS • o° •b 0 0 PI T-4 .1 a 1- M M T� c v, v 0 0. z O a� z W � H � ar W � o � o � w z O rF^' 1� V1 Q O U) Z �j Z Z Z) W W o� L0 ^/ N DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB^#: 3Q[y 29, 2014 SHEET NUMBER: A-8 REVISIONS I WIND LOAD PATH CONNECTION AND CONSTRUCTION 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 STUDSIm ENDWALL RAFTER WALL STUD CRIPPLE STUD 1 • BOTTOM PLATE RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST 0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION , 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON rALL ATION USP NUMBER DESCRIPTION! APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 OrENINGS LSTM2 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6 -2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. � ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. OPENINGS RT3 OR RT71 MOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC ►ti M U WALL STUD M ti THROUGH—ROOF EXHAUST - a M VENTS SELECTED ANDtt (y H LOCATED BY CONTRACTOR w METAL STRAP U RIM BOARD AS REQUIRED O q VENTILATION CHANNEL U RAFTER SILL PLATE(S) ' RAFTERS MAINTAIN "� n WOOD JOIST � V M ` VENTILATION '� ^ FOUNDATION �' ' BLOCY.ING TOP PLATE ,� ," BLOCKING ' 2x4 LEDGER � 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC x AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA Q" MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ON TIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , 40RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i� OPENINGS OF V4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" — 14' LSTA30 1-1/4"00' 18ga. STRAP AND JACK STUDS ONNECT C ON ALL OPENINGS / �`� .� 4" — 6' RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACHRAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL ' O I--1 E'•i RAFTER Q WOOD JOIST 0z TOP PLATE O GIRDER/HEADER U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC / WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. z 4" — 8' LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE FABLE, SET FIR JOISTS APROX.THE PROPER TEELCONNECTHIGHER OR. LVL HEADERS i --•I 8" — 16" MSTA48 —1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE I TERMITE SHIELD SILL GASKET ' rf ♦ CONC. SLAB { TYP. CONC. FOUNDATION ( A 6 MIL. POLY • V DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR b GRANULAR FILL • • • � � i � � � I ' V STEEL COLUMN I ' !•� v ♦ 01v CONC. SLAB I D `D• • �V♦ ANCHOR BOLT EMBEDMENT: 41 • n Q POURED CONCRETE: 7" b COMPACT FILL s BLOCK WALL, 15" HT1 • D . n KEYWAY FOOTING ► A a' • Q CONC. FTG. , d �'� ► (USP LBPS58 OR BP583) O � s ; O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS a p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I Z DRAIN TILE i � SUPPORTING MAXIMUM SPACING � � SILL PLATE TO FOUNDATION 1 STORY 72" OC O U CRAWL SPACE OR FOUNDATION Z Z TYPICAL CONC. FOUNDATION APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36' OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION _ WALL BOTTOM PLATE TO FOUNDATION O SLAB—ON—GRADE 1-2 STORIES 57" OC O Lo . SLAB I � SUBFLOOR N ^% CONCWWM DOOR FRAME 6X6 .SL rw. COMPACT FILL N DOORGE JOIST USE 2X8 STEEL BEAM ll " 1 ��♦ I FOR BLOCKOUT • '1; ' 4' SLAB r ' P.T. PLATE W/ 6X6 WMM \ SLOPE ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �` < 1 • • .7 1 2" (WITH A NAILING PLATE IF NEEDED) '• '� ' C,' 4, •c •'► .• •• • • TO BE APROX. 1/2" OR HIGHER THAN Aia�.;�-'� .t1'S s0 s STEEL BEAM TO ALLOW FOR SHRINKAGE K!Y• 4 " e % s (PROVIDE STRAPPING TO KEEP JOISTS ALIGNEp� 4 S� r +. DRAWN MH/MS G ADE " d '_tea 1 --cruel--• �' D ► O •• • •• a1� C est 0 C' 6X6 W.W.M.•— d • d „� _ d ' • 0 • d �• • • . 1Y ► s► D n d d • a /1 • �� • =11 Cs ► s 5 r 00 s! SCALE:U4"=1'-0° MIN. Q�L e • .A -& A �. ' d REINFORCING BAR : � . ► a DRAIN TILE �� �1 A D 'A REINFORCING BAR • • : C 11'A ! ^ •�• •so:: 11-11 ; rr, r^ t o JOB #: 12" July 29, 2014 • —;� LA SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) g4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS • •• C T REINFORCE FOOTING WITH (2) #'4 REINFORCING BARS. i, GARAGE DOOR BLOC KOUT ��� ~ . �� . A_9 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. . 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if In variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured oh 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1-3/4" thick microlams ( height to match floor )oists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. Ail other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WiND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used In leu of a ridge strap, the number of IOd common nails required In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framin g and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections In accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors In accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor boli spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all comers. 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified In table 3.15a -b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalis are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections In accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be Sl ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical buildinf PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE (�- ROOF FRAMINCe JOINT DESCRIPTION QN NAIL NOTES QN. QTY. SPACING 5d COOLERS RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8'WALL 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER SEE GENERAL NOTE PAGE END NAiL JOINT JOINT DESCRIPTION NAIL NAIL NOTES QN. QTY. SPACING 5d COOLERS TOP PLATE TO 2 - ]6d COMMO PER FACE NAIL TOP PLATE 4 - 8d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 2 - 8d COMMON JOINTS FACE INTERSECTIONS 4 -16d COMMO EA. SIDE NAIL STUD TO 2 -16d COMMON24" EACH FACE STUD 10 O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER 3 -16d COMMO ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: 3 - 81 COMMON PER TOE FLOOR JOiST. BAND JOIST, 2 -16d COMMON PER FACE NAIL END JOIST OR BLOCKING -1{d COMMO FOOT SEE NOTE: 1.2 JOINT DESCRIPTION NAIL NAIL NOTES QN. QTY. SPACING 5d COOLERS JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST WALLBOARD END NAiL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST 10 END NAIL BLOCKING TO: DESIGN LOAD CALCULATIONS EACH TOE SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL LEDGER STRIP 3 -16d COMMO EACH FACE TO BEAM HEAVY JOIST NAIL JOIST ON LEDGER 3 - 81 COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST3 -1{d COMMO PER END TO JOIST SEE GENERAL NOTE PAGE JOIST NAIL BAND JOIST TO: 2 - Td COMMOPER Ni I TOE NAiL SILL OR TOP PLATE - FOOT SEE NOTE, 1 I!I•I•]ZV:I Wer 0:1104UK JOINT DESCRIPTION NAiL NAIL QTY. / SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 QN. WFCM - SBC [MmikCesi:13_VII:iMOM JOINT DESCRIPTION NAiL NAIL BUILDING USE QN. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD , 10" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION N&IL NAIL BUILDING USE QTY. SPACING STRUCTURAL gd COMMONAS. PER TABLE 3.9 PANELS (SEE PLANS) WFCM - SBC 7/16" OSB 6d COMMO 3" O.C. EDGE PLYWOOD 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 6" O.C. FiELD GYPSUM Sd COOLERS 7" O.C. EDGE WALLBOARD EXT. BALCONIES 10" O.0 . FIELD FI nniz SHFATHIN(',- JOiNT DESCRIPTION QN NAIL BUILDING USE RESIDENTIAL DWELLING SPACING STRUCTURAL PANELS gd COMMO 6" O.C. EDGE 1" OR LESS (SEE PLANS) 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If well sheathing Is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous oveir connected members,the tabulated number of nails shall be permitted to be reduced tol - 16d nail per foot. SOiL COMPACTION: 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2). COMPACTIION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12'" LIFTS (TYPICAL). CONTRACTOR TO HAVE FiLL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE TERMITE 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DESIGN FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD (MPH) EXT. BALCONIES 60 DEPTH DECKS 40 TEMP. ATTICS w/o STORAGE 10 20 LBS. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) 11 YES - ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 HEAVY STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: SMOKE & CO2 DETECTORS)SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GFOGRAPHIC nFSIC,N rPITPP A GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY SEE NOTES: 1.3 DEPTH TEMP. REQUIRED 20 LBS. 120 8 SEVERE 3 FT. MODERATE SLIGHT TOTO 11 YES - HEAVY MODERATE i•Z•�0&1:1W:\:11►[A:iIS] @11N:Jr•1O�I���•71i�7 . • SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1.3 INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING R170DIUMFNTS FnP WIND 1 nAnC- SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. i). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH ACQ 3). INSTALL 1 - Co2 DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section RI 001.16. N.Y.S. Residential NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS arr,rr,a dP 111J�1NlAl1Nl� r•' fn O z C) H O U Q W>- Cf)Z 0 Z) W 0 LO 0 N r DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: July 29, 2014 SHEET NUMBER: -1