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Home My WebLink About38184-ZC* x Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/25/2015 No: 37624 Date: 6/25/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 640 Soundview Ave, Peconic SCTM #: 473889 Sec/Block/Lot: 68.4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2013 pursuant to which Building Permit No. 38184 dated 7/19/2013 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: KITCHEN ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Ruggiero, Richard & Ruggiero, Gail of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38184 06-11-2015 PLUMBERS CERTIFICATION DATED 06-24-2015 Richard Ruggiero A t rite Sign ure S�EFQL'fCOG� Town of Southold 0 P.O. Box 1179 co ? 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/25/2015 No: 37625 Date: 6/25/2015 THIS CERTIFIES that the building HOT TUB Location of Property: 640 Soundview Ave, Peconic SCTM #: 473889 Subdivision: S ec/Block/Lot: 68.4-21 Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/19/2013 pursuant to which Building Permit No. Lot No. filed in this office dated 38184 dated 7/19/2013 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: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Ruggiero, Richard & Ruggiero, Gail of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38184 06-11-2015 06-24-2015 , ichard Ruggiero Auth '# S' ature Permit #: 38184 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) Permission is hereby granted to: Ruggiero, Richard & Ruggiero, Gail 25 Locust PI Manhasset, NY 11030 To: construct a kitchen addition and install an accessory hot tub At premises located at: 640 Soundview Ave. Peconic SCTM # 473889 Sec/Block/Lot # 68.4-21 Pursuant to application dated 6/19/2013 To expire on 1/18/2015. Fees: Date: 7/19/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $231.20 SWIMMING POOLS - ABOVE -GROUND WITH REQUIRED FENCING $250.00 CO - ADDITION TO DWELLING $50.00 CO - SWIMMING POOL $50.00 Total: $581.20 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. 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 Occuparicy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. O 3 New Construction: >< Old or Pre-existing Building: (check one) Location of Property: 6940 S'0 u N,O V i f5 I A u � / CO A,11 G House No. Street Hamlet Owner or Owners of Property: 6Ctp*,ev �eU cc l 0-2 / 6 Suffolk County Tax Map No 1000, Section Block ev 4– Lot Z Subdivision Filed Map. Permit No.10 Date of Permit. �� f �— i Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Underwriters Approval: Lot: Final Certificate: (check one) Fee Submitted: $ A ae� < Applicant Sign ure Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pE SO(/j�,o� �of • �R� y�4Ul�lT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Ruggiero Address: 640 Soundview Avenue City: Peconic St: New York Zip: 11958 Building Permit #: 38184 Section: 68 Block: 4 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No: Residential Commerical New Addition X Indoor Outdoor Renovation Survey Duplec Recpt X SITE DETAILS Office Use Only X Basement X list Floor 2nd Floor Attic INVENTORY Service Only Pool Hot Tub X Garage Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: GFCI Protected Disconnect For Self Contained Hot Tub (60A), - Kitchen Addition Notes Inspector Signature: Date: June 11, 2015 Electrical 81 Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: � q Building Permit No.� C Owner: I (�I l'�2/�t f { �C (Please pri t) Plumber: / (� &4 1`k r� g,6 "r/< (Please print) lead. 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% Sworn to before me this a day of 20 ''),S �ku It Notary Public, S d County TRACEY L. DWYER NOTARY PUBLIC, STATE OF NEW YORK NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D& pE SO�lyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICA�,�AL) DATE 1 INSPECTOR rjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION,' ZFo HDATION . I ST ROUGH PLUMBING UNDATION 2ND INSULATION OU FRAIMING / STRAPPING FINAL' FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELE&RICAL (FINAL)' CODE VIOLATION CAULKING DATE., INSPECTOR rjf so C -b TOWN OF SOUTHOLD BUILDING DEPT. 44 765-1802 INSPECTION FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL ]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION I FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -INSPECTO cou TOWN OF. SOUTHOLD BUILDINGDEPT. 765-1802 GH PLUh INSPECTI [ ]FOUNDATION I ST R GH PLUMBING [ ]FOUNDATION 2ND NSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION I.-AUL REMARKS: DATE SO!/r�olo �g 'yco TOWN OF SOUTHOLD BUILDING DEPT.-� Sc 765-1802 JNSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (FINAL) [ ]CAULKING DATE � t< <� INSPECTOR``" pF SOUIyo f. o cOUM`I,N TOWN OFSOUTNOLD BUILDING DEPT. 765-1802 INSPECTION.—-` [ ]FOUNDATION= IST [ ]ROUGH PLUMBING [ ]FOUNDATION -2ND [ 1,!NwCATION [ ]FRAMING /STRAPPING [ FINAL [ FIREPLACE .& CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING -1 A ,r; F,l 1 rc-z DATE "' L� INSPECTOR TOWN OF SOUTHOLD BUIL`D'ING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631)765-9502 SoutholdTown.NorthFork.net Examined 7 ,20/3 Approved k 204�_ Disapproved a/c Expiration 201� PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST JUN 19 2013 D BLDG. DEPT TOWN OF SOUTHOLD &-h B ding nI spector 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 C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: r Mail to:7�%le�i J C�G✓�C Phone: , - �J , 4(1f1__ APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS: a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be 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. £._Every building.permit shall expire if th`e 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 zonihil�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 , architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises fZIC G ' (As on the tax roll or -latest, deed)., If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No._ Other Trade's License No. Location of land on which_proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section -Block " `'"� " �' Lot 2 Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of a. Existing use and occupancy cm) C Lel'' (7 A"# I(. y /7-E Lot construction: b. Intended use and occupancy ,�M ,L 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 7- ]'ej (Description) 4. Estimated Cost Fee (To b 5. If dwelling, number of dwelling units bNaAer of -dwelling unitseonafiling this application) each floor If garage, number of cars 6. If business, commercial or mixed occupancy specify nature and extent of each type of use, 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth Rear 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories rv� 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner wwI`` 'J-16 ne11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -9 13. Will lot be re -graded? YES NO)�Will excess fill be removed from premises? YESX NO ZY I.00UIrrPC- 14. Names of Owner of premises (166 t r- (6 Address Phone No. 4- 7 2 °/ Z Name of Architect j -C Z-- Address I l 6 7 6 Phone No 1 J( ?2V Yl 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 BE IjEQUIRED. 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) SS: COUNTY OF SUf G�. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SWPPP Assessment FORM: U3-12 Town of Southold - Chapter 236 - Stormwater Management SWPPP -Storm Water Pollution Prevention Plan Assessment Form GENFR�Y INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent - consultant - contractor or Other (Circle One) Property OWNER: (if D(ffe�rent than Appl'fw G fC tW 2 Z C C� �L •� v6a <��2 a Address: a G v oc-e 11!93—t r L oe u rr ' p Ttdephone . 7y pF #:'t-1 Z � O F 0/ ax fi Telephone t1 .$-!i 672 E-Maw I e 0 r E-Mail: Property Addresx Vl�w %G o� Brief Desaiptioa Df CDn-trurdon Activity, PropDsed Slntetusal BMPs, soil S.GT 1N. #: 1000 �_ O Stabalization BMP-, Project Scope and/or Sequence of Const uCfi= Activity District Seaton Bock Lata° a' _ 4 Name of contractor andfor contact Pemr%Respom'.ble forbnplementation of SWPPP: -- -�----------- Address: "'- - ---=+-- -------------------------------------------- --------=----------------------------------- -------- __ ---------------------------------- -------------------------------------------- ^-------y----------------------------------- -------------------------------------------- Teiephone#: Fax#: E-Mail: Name of Persona Responsible for installation d NIntenance of Erosion Control Practice: Address: Telephone ilk Fax # e -Mail: Total Area of ANr1 ProjeclParcels: !�• A Total Area of Landclearing and/or Ground Disturbance: I-1 (SF_IA—) ISF. I A—) .. ._. ------------------"-;___.:.__.----___ __ ' Project Duration: .. (Anticipated) .60 Start Dale: D / ? End Date: v9//3 tN=bW b CWMON Days) ________ --------------------------------- Will this Project Disturbe five (5) or More Acres at l..IpJ Any One Time During the Proposed Development? Yes No -------------------------------------------- ----------------------- ' if YES: Please' Answer the Followingi a. Does the Applicant have a Qualified Inspector On 0 Staff To Conduct the Rgquired Inspections ? Yes No b. Does the SWPPP Indicate flow Frequently -the Site List the NAMES or description of all Potentially Impacted Waterbodies andfor Wetlands: Inspections will Occur and for What Period of Time ? Yes Nom.(/ --------- ----- c. Does -the SWPPP Adequately Identify All Temporary o o --............................ and/or Permanent Soil Stabalizadon Measures ? Yes No ""---`-`-`-`--"-`--"---'--`----'----------- d. Does the SWPPP Adequately Identify a'Complete Q = '-'----------------------------------- Projeet Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific = ,t—J Status of Impacted Walerbody. leg TMDL, 303(d) Listed, knpaired-) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q -+ T of Impacted waterb Type o� leg. Lake, Creek, Bay, Pond, Sound, Freshwaterwelland_.j by the Town of Southold ? Yes No STATE of�o l�°�oF .......... ......... SS T� Tba.......,�....». »..,......... ..... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of Individual signing Doamtent) Andthat he/she is the »...».....».»...». .�.. ...».....».»........ »..».........»...»....» » Corporate 0 &u, etc.)». Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that A 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 herewith Sworn to before ............................................... day of•--•---••....•---••-••••••...--••-•---•-•.... 20 ..... NotaryPublic_---•........................................•----••----•--.....-•------...-•------•....... (Signature of AppEcarrt) SWPPP Assessment FORM: U3-12 6 f a So�ryo Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 yo - - Iy�DUNTY,N Telephone (631) 765-1802 roper.richert(cJr fownlsout�i 0�d.nv.us BUILDING DEPARTMENT TOWN OF SOTJTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATIO : (*Indicates require - information) *Name: *Address: *Cross Street: ® ' *Phone No.: Permit No.: �) Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION. OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO ( Final Rough In *Do you need a Temp Certificate: 9 YES/ NO Temp matron Infor (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 kdditional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form ;F_ TOWN, OF SOUTHOLD PROPERTY RECORD CARD 1144-21 ANER STREET ' / Z/ ) VILLAGE DIST. COUNTY TAX MAP NO. ' 2C \151 -co -40e loan 0\-gcll Z:5 d od 7", n.,,.,- , - t - , 1-1/i to cz7' A- NO K (r) (-/ , 14-/ LAND IMP. TOTAL DATE REMARKS: --7 ;p '�7 - &179 sl'-tllu aP - Z 2,.S-�'- SO 11 'WIVl Ord E 4:2. J'a o'j 4 K6,7 ' 4_//0 S44 -e zj X* Zo Xpe ',7 zk�,64.*p 6 C) c7.Z'7 1519ZCle-21��666,-f- /ew',, 7 Wd. 7,-4,,. 06 V/ y rS 2-0�3 C 0 n0 /V / c - L1 -2e Krand S 1-420 000 9P -*;,)8=z9 --)L - Bq'placf- add; fion W15w ap-A 3634 os bu'i if cpe -n L Wt., Q A e ro "IF -3 te) n r -Ie 2-- -,C R 7_ — rx-1 v/;* OWNER STREET VILLAGE DISTRICT' SUB. LOT>( -11� 77 L-) A/ Z) Z- Z --J 16-:z 701 IME, FOR1,/iER OWNER' N E ACREAGE 07 S W 4 IC V TYPE OF BUILDING RES. SEAS. VL. FARM comm. IND. CB. I misc. LAND IMP. TOTAL. DATE REMARKS v,-2 9 PJ 7 7 '6 6 View Rem A� � PrWl? ot S Ac 4 7-S 4 S q� r- 3 7- 6 l 7 7- /,J,-� 6 2'! es g /,y la - —1• 41 214C - ?,3-74 ? S /,, 4,P 407.1 -- A' 7. AGE --ZED' I CON NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushla House Plot Uv Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 June 12, 2015 Richard & Gail Ruggerio 25 Locust PI Manhasset, NY 11030 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 640 Soundview Ave, Peconic TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. F nal Health Department Approval. ✓_/Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) 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 — 38184 — Kitchen Addition and Hot Tub �--/z fD15 r MAY J EL% DEPT ro; of soul;y oLD littps://www.teeoff.com/confirmation?confirmld=350909807 5/13/15, 2:46 PM Page 2 of 2 '�FbkK CQ. HI�ALTWIW- Plas 4:� :9, , r'. PPLY ANDIMAOF'01SPOSAL IM *A TO RW Kv .114 RM Wf�4 a- -31 0 ft 'AL 16r- R- tur". 0 K. CO. MOT -P -.44 v. --ces 7, T e. -0; -- W!ry DEPT. bF Co I SUP F OL f p Rip 1, IF VA T W. 1, BATT,' Aq MP., NO.: 5 No] x 7�m. .. ..... .. 1A........ .. NATION t --FOLK qO. TAX SECT MM x q j� ........ 4X`::w- q t...... ... .. ., ....... .. ..... "'n NO, �r n 2, 7 "R -4 x � r, 'T MIMI 0 JC RAU f fOqIM AW Vy' YQ THIS SURVEY 15 AT VIIQLATIONi Of !4�� UdION �26�'OF, Ew DUCATION L j7 1AW; 'wba_ 0F'THIS:SL1R'ViY MAJ1.N0r.6EA1MHG kD WURM. TNE,LA 1p. IYOPES: 4�-'m 5,� )YAsub5ED SEAL -SHALL NOT t4 CONSIorg(o AM lo RE AVALIDIT�IUCCOM 7: Am N -1i 1)RFART.- y . . ... . . . . 4UAAksiTEES:J.1MCM-ED RUN ON'LY TO ME. JIERSotj om ra avmy.. j i,4_.,,, ARED,* A,1!D I; PRO TRI TME 60MPANY,'GC)VCPJ1AMTAL AQr LISTE 4, yr d af P, To TW AISIGNECi OF-filE j",6jj. ON. GUARAWEES- ARE �jg X _s wouQ) TRAM W_ n- "f",: neva. -paigibo . .. ....... . 4 i, ;T- F�,i-,'_- -,i .......... E N �v F, 00MCK VAIL,! TUV'; - RC R V UICENSF-0- LAND 5URVE-VOR-S r GREENPORT NEW YORK J DIawkeye Manufacturing ° Portable Spa Owner's Operating Guide Spa Model: f4t) /1014/111 Serial Number: Date of Purchase:/r I VII Capot doit etre maintenu sur la spa a tout moment lorsque vous ne les utilisez et verrouille, surtout si les enfants cont presents. SAFETY SIGNS SIGNES DE SECURITt Each spa has been provided with a warning sign that outlines safety precautions. This sign should be permanently placed in a location that is visible to all spa users. This sign has been mounted permanently to the front of the spa. Replacement signs can be obtained from: Hawkeye Manufacturing, Inc 1500 Commerce Rd Richmond, VA 23224 Chaque spa a ete fourni avec un signe d'alerte qui decrit les precautions de securite. Ce signe doit etre places en permanence a un endroit qui est visible pour tous les utilisateurs spa. Ce signe a ete monte en per- manence a I'avant du spa. Signes de remplacement peuvent etre obtenus aupres de: Hawkeye Manufacturing, Inc 1500 Commerce Rd Richmond, VA 23224 CANADIAN INSTALLATIONS IMPORTANT SAFETY INSTRUCTIONS (CSA SAFETY INFORMATION) When using this electrical equipment, basic safety precautions should always be followed, including the following: 1. READ AND FOLLOW ALL INSTRUCTIONS 2. A colored terminal or a terminal marked G, GR, Ground, Grounding is located inside the supply terminal box or compartment. To reduce the risk of electric shock, this terminal must be connected to the grounding means provided in the electric supply service panel with a continuous copper wire equivalent in size to the circuit conductors supplying this equipment. *IEC Publication 417, Symbol 5019 3. At least two lugs marked "BONDING LUGS"are provided on the external surface or on the inside of the supply terminal box/compartment. To reduce the risk of electric shock, connect the local common bonding grid in the area of the hot tub or swim spa to these terminals with an insulated or bare copper conductor not smaller than No. 6 AWG. 4. All field -installed metal components such as rails, ladders, drains or other similar hardware within 3 meters of the spa shall be bonded to the equipment grounding bus with copper conductors not smaller than No. 6 AWG. 5. SAVETHESE INSTRUCTIONS. m Parts of the Spa — Overhead view 1 2 3 4 .+ Ttt111 R - v. L'a , ems .S f _ -. v ri¢ If!' 10 6 r(r� : y�ci 9 8 7 1. Filter Assembly— Varies, in most models it consists of the filter housing, filter, basket, and telescoping skimmer. 2. Topside Control Unit — Controls the temperature, light(s), mode, and filter settings 3. Waterfall On/OffValve — Allows or restricts flow to the waterfall 4. Footwell Light Lens — Houses a large incandescent or LED light 5. Jet — Water release point for the pump(s) 6. LED Light Lenses — Houses individual LED accent lights 7. Headrest (Pillow) — Provides a cushioned surface S. Neck and Shoulder Jet On/Off Valve — Allows or restricts flow to the neck and shoulder jets 9. Floor Suction — Water intake source for the pump(s) 10. Drain Fitting — Point through which the water can be drained 11. TV Monitor — On a hydraulic lift, the LCD TV raises when desired and can be tucked away when not in use ** Many of these features are optional and will not necessarily be present on your spa ** 7 i! k '14 Viii WARNING: Children should not use swim spas or hot tubs without adult supervision.. AVERTISSEMENT: NE PAS LAISSER LES ENFANTS UTILISER UNE COVE DE RELAXATION SANS SURVEILLANCE. WARNING: Do not use swim spas or hot tubs unless all suction guards are installed to prevent body and hair entrap- ment. AVERTISSEMENT: POUR EVITER QUE LES CHEVEUX OU UNE PARTIE DU CORPS PUISSENT ETRES ASPIRES, NE PAS UTILISER UNE COVE DE RELAXATION SI LES GRILLES DE PRISE D'ASPIRATION NE SONT PAS TOUTES EN PLACE. WARNING: People using medications and/or having adverse medical history should consult a physician before using a swim spa or hot tub. AVERTISSEMENT: LES PERSONNES QUI PRENNENT DES MEDICAMENTS OU ONT DES PROBLEMES DE SANTE DEVRAIENT CONSULTER UN MEDECIN AVANT D'UTILISER UNE COVE DE RELAXATION. WARNING: People with infectious diseases should not use a swim spa or hot.tub. AVERTISSEMENT: LES PERSONNES ATTEINTES DE MALADIES INFECTIEUSE NE DEVRAIENT PAS UTILISER UNE COVE DE RELAXATION. WARNING:To avoid injury, exercise care when entering and exiting the swim spa or hot tub. AVERTISSEMENT: POUR EVITER DES BLESSURES, USER DE PRUDENCE EN ENTRANT DANS UNE CUVE DE RE- LAXATION ET EN SORTANT WARNING: Do not use drugs or alcohol before or during the use of a swim spa or hot tub to avoid unconsciousness and possible drowning. AVERTISSEMENT: POUR EVITER L'EVANOUISSEMENT ET LA NOYADE EVENTUELLE, NE PRENDRE NI DROGUE NI ALCOOL AVANT D'UTILISER UNE COVE DE, RELAXATION NI QUAND ON S'YTROUVE. WARNING: Pregnant or possibly pregnant women should consult a physician before using a swim spa or hot tub. AVERTISSEMENT: LES FEMMES ENCEINTE, QUE LEUR GROSSESSE SOIT CONFIRE OU NON, DEVRAIENT CON- SULTER UN MEDECIN AVANT D'UTILISER UNE CUVE DE RELAXATION. WARNING: Water temperature in excess of 38'C -may be injurious to your health. AVERTISSEMENT: IL PEUT ETRE DANGEREUX POUR LA SANTE DE SE PLONGER DANS DE L'EAU A PLUS DE 38 xC. WARNING: Before entering the swim spa or hot tub, measure the water temperature with,an accurate thermometer. AVERTISSEMENT: AVANT D'UTILISER UNE CUVE DE RELAXATION MESURER LATEMPERATURE DE V EAU A VAIDE D' UN THERMOMETRE PRECIS. WARNING: Do not use a swim spa or hot tub immediately following strenuous exercise. AVERTISSEMENT: NE PAS UTILISER UNE CUVE DE RELAXATION IMMEDIATEMENT APRES UN EXERCICE FATI- GANT. SAVE THESE INSTRUCTIONS EX. SUNROOM EXISTING \A • 1 TT B HAWKEYE MFG MODEL 88MR 7 PERSON SPA 13'-0" 45-P4040-20 �.- dAr t7X ( l'T7 /J 6 P.A-PC. � 5/4" DECKING OVER ACQ SLEEPERS, PITCHED 1/8":P-0" AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM & 3/4" AC EXTERIOR SHEATHING. EPDM TO RUN UP SIDE WALLS 24". PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS WITH LEAD OVER EPDM- INSTALL AS PER 1 INSTRUCTIONS. PROVIDE 4" P CONNECT TO REMOTE DRYVI (2) 7-1/4 ML HEADER ----- --------- - - - - -- - - - -- ----- --=---------- ------ X 1 I N REMOVE —Ow WALLS 4 _ 1 1 --------------- 1 1 00 (2)7-1/4 ML w/ 1/2" STEEL PLATE (ALT. (3) 9-1/4 ML) oa EX. KITCHEN (ALTERED) SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP"HOUSE TO APROVED SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. I 1 1 1 1 1 1 1 R RESctlect SofRwRrB Version 4.4AE Compliance Certificate PFaied TiRe: RUGG RID E^_c+wlco $HO Nrr-Y.*&-m Ca Lm' b- CamEY. i4r'Iak CBP4 .wlTwl Sftl*f-ldv r Y _ � EA I i_ a ra Bhp e7�1.RE 65: 51`53 Ssn ".-,.i' W(,ElE1MAtE'L:c rxs:,rJrlxn.Ar�xx PEi:U4iC. MY cuw9 *43] CF1YYKy]e,A1'ETffi5 �zxia+x 9fiiGHsa�L]Tb,eC 8 �•,<. -8t-'�tri.:s. SS-'-.;Ys�y<.�,.. f8 Envelope Assen tibes .Ce91q TFlaFfak?ta�sr`!� T"rc� -iE RU C4 S N'a/ 1: 4tlP'.61Y.rer, b->rG. }E: HO 8A 6 fYif,1M 1:1NIfQF Pr=f r�LQf-P 25 0.360 4 9#1GC:6 W 9A,a,-9e1Y 21 Q2BD 5 vue�"""n/rs stlt > d ww u_.'s �arc ze 2311 r"nc£= mrnh 14LSu�eu tdcYoata.ca,d Raa�]I •R x:zms� 71em8�rau,x0m e+ari*S�.'rca>rwPe:9m3•!la>a.- Iityed 1`#e: `••,•.-••,"• Rey,an - 9'a"=ZJ23 Qa6a*desanz: ONser,Y}aii�Cimar'',.IoamlwL f xeL`R',ICV;E:R?t?rca Page 3d I EXISTING r ij'� • f I a nod i iS? TYPICAL WINDOW OPENING (LESS THAN 4'-DXTA" OPENING) 1 I iiI j,yfi a :; t,� 1 .::;I, 1 1 5;,1,11 In r Y _ � EA I i_ ) i ) 111{ k' i' ? i •� J7` r � � "; ,r Q, Q�° o 1,i1 t�\ 1tt1JI <4` t L ✓sy � !� ' ,L. 1 t. � i f k, 4 `t {� '' (1 I e, � 1'`� j)I :ll' fl 1 m Z M U:=1 14 14l 7 ! t o it , I t,Ilri I i Ii 4'I N'i I� i I �x 6fn 5]LUS;pWS-1 1z� 6 r+r oc TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OX8'-D" OPENING) 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 7116, AMC) MAXIMUM PANEL SPAN OF T FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS PANELS SHALL BE PREM TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (RETER TO SECTION 1689.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS 15 NOT A SUBSTITUTION FOR DESIGN PRESSURE. ALL OPENINGS MUST HAW DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINOOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. APPROVED AS NOTE -D ®ATE, LLE: R. #.,------ EEE: � _) DY ��- NOTIFY BUILDING NT /' T 13'-0" 700=1602 6 AM TO 4 I'M U1 THE Fftil WINO INSPROTI' 1, F UNDATION-TVVC)�? ------------------------------------- RPO SOH • AMING, ------ ---------------------------, rc�APPI G,ELECTRICA1&:`AULKINC 8" CONC. BL I I WLATI N WALL, bAMPPROO�i AL _C NSTRUCTION P, ELECTRICAL w/ 16"XS" CONC. FTG.,° (2) #5 REBAR: G 36X24 ACCESS EXISTING SCALE: 1/4" = V 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 OLUNERS FOR APPROVAL OF ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING B OMPLETE F10P'- 0, S UCTION SHALL t,!1 ET THE FM -ITS OFTHEr.CDESOFN `ATE NOTl�!ULE FOR OR qONSTRUC i i.?N ERRORS. TOP OF FINISHED FLOOR TO MATCH EXISTING T C,�EF-F SAF 6 r+r ,sy EXISTING GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ,r Q, Q�° o o °� O rr N N ._j -ua r.-] rn < m H m Z M U:=1 W 0 U d ww a 0 rU� 0 a wZ zzw a� V1 0 O I� Q a w z Z O > >_ Z w Z > 0 0 a� z v 0 0- O a. yy1�� WJ En O Iry CO RAWN: MH / MS SCALE: 1/4"=V-0" JOB #: June 18, 2013 SHEET NUMBER: REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD • CRIPPLE STUD 4 • • BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS 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 LOCATION 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 JOIST DIRECTIOIJ WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2xB LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER .APPLY TO EACH RAFTER / LEDGER BLOCKIIIG (x+24"OC Q� N WALL STUD so THROUGH-ROOF EXHAUST .4i „�� m VENTS SELECTED AND .m.1 e -•i LOCATED BY COUTRACTOR METAL STRAP ,� U � Z Un CRICKET AT TOP -SIDE OF VENTILATION CHANNEL U II °p CHIMNEY AS REQUIRED"' RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAIIJTAIN w 5` VENTILATION ter+ M • ' " ' • " ' " ' " • " SIDEWALL FLASHING WOOD JOIST ~ C..1 ro B LOC KING FOUNDATION TOP PLATE BLOCKING ' - - - FINISH WALL AND MOISTURE 2x4 LEDGER o TT A STARRING TO BE ACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AIJD MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER e THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT, PLYWOOD ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIOIJ i AND SO AS TO MAINTAIN AIR SOFFITED EAVE 14" LST.A30 1-1/4"x30" 18ga. STRAP AND JACK STUDS + GAP TO PREVENT CAPILLARY CONNECT TO ��//�•� ON ALL OPENINGS/ . ACTION 4" - 6" RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND ` INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS � � / 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL DN ALL OPENINGS �� KEEP ROOFING NAILS OUT O OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE � FLASHING 4 INCHES C/] RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME -_ / EXTENDS UNDER / SHINGLES AT MATERIAL AS ROOFING w \\\\\\\ SIDES 4 INCHES AMDD LAPS NAILED TO SHEATHING r W SHINGLES AT BASE MIN. 4 LACHES THROUGH VENT �1 WOOD JOIST •z 0 TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 948"0C WOOD JOIST AND ALL WNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS. WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO Z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION'�_l O Q 4" - 8" LSTA36 1-1/4"x36" 18go_ STRAP AND JACK, STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONVECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONVECT EACH RIDGE VEIIT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4b" D.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 15" MST.A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ' j-- SUB FLOOR SILL GASKET WOOD JOISTS ♦ `- t. f GASKET -• "% I f 2x6 /2x8 CONTINUOUS WOOD PLATE TVP. CONC. FOUNDATION CONC. SLAB • A 6 JAIL. POLY V a 1 BOLTED TO STEEL BEAM WTH DAMPPRDOF EXTERIOR � s GRANULAR FILL 6MIL POLY ON EXTERIOR V � % 1 1 1 •� e % 1 112 "DIA. BOLTS Q 48" a.c. STAG. • y STEEL COLUMN ? 4 I • 4 ° ° • ROOF JACK ♦ +% STEEL BE.4PA e ♦ CCNC_ SLAB s '4 d• I • v ANCHOR BOLT EMBEOIAENT: /J d, C A O 1'a POURED CONCRETE: 7" �11\ \ ++ COMPACT FILL BLOCK WALL: 1�' + 4" x 1/4" x 8" STEEL ROOFING LAPS v 'a V •s • ' + TOP AND BOTTOM W KEYWAY FOOTING a y p • • 4 ' 1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT z �. . r'� +• CONC. FTG. 10•4 Q•p L e' SIDES AiID TOP USE WITH 3x3 SQUARE WASHERS 1/2" GROUT W � • ; O ANCHOR BOLT COIINECTION (USP LBPS58 OR BP583) p REINFORCBIG BAR FOUNDATION 5/8" DI.4. ANCHOR BOLT 3" STEEL COLUMN M Q i DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) Z SILL PLATE TO FOUNDATIONROOFING AT BOTTOM - 111��111 �.•' CRA 'L SPACE OR FOUNDATION) 1 STORY 72" OC W V O SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Z • r� TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 3fi" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION STEEL /BOTTOM BEARING Q WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC `� Z W (SI-AR-ON-GRADE)ROOF JACKS & VENTS DETAIL I � SUBFLOOR `•/%J O CONC. SLAB f CD DOOR FRAME 6X6 10/10 WWIA GARAGE JOIST COMPACT FILL I DOOR 1 ( USE 2X8 STEEL BEAM 1 "♦ FOR BLOCKOUT ►� 4" SLAB t / W/ 6X6 WMMn SLOPE • P.T. PLATE J�1 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE +. t 1 A ` • • � .7 1 2" (WITH A NAILING PLATE IF NEEDED) ' ' • '� AT END AND 4• _'•+'r.� ••• a • _• •• • • TO BE APROX. 1/2" OR HIGHER THAN ,Ke.4 ES OF WOOD z4 a _• • STEEL BEAM TO ALLOW FOR SHRINKAGE G A • 4 '"-'a-_p_-.r 4-••' !. •.{` BEAMS '•O ° •a • •'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)4 4 6x6 W.W.M. — .' DRAWN: MH / MS 12" s 'Q •e Q 4 a 4 • - p D O • t�Fl-OOR y+.�;'•i`:i'�ii,�� MIN. $ • '• r'A r'Jf �• •• �",�IJOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ • •',� - ,r; �'•,^,t.`'rr'F `a ,SCALE: 1/1}'=I -Q" REINFORCING BAR / NOTCH EQUALS 1 4 DEPTH OF BEAM •� ° •-e If REINFORCING f5T: p REINFORCING BAR e . O; e ' • ,',)� ;i1 JOB #; DRAIN TILE ►I '• i SHEET METAL/ 30# FELT UNDER BEAM AT POINT 4�• $' 6E '•;-`;.;,' m� 12" • - yam,<.h - ; •7 June 18, 2013 OF CONTACT WITH CONCRETE OR COLIC. BLOCK —•.,' �+q"J �" z„ c� • 3" . P TE C4:�fP LA1A}'' SHEET NUMBER: TYPICAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2) q4 REINFORCING BARS THICKEN SLABS BENEATH BEARING SHIMS TO LEVEL BEAM WITH WALLS AND COLUMNS. • • ..• �.J3-�,} �'�,i � RE114FORCE FOOTING TH 2 4 REINFORCING BARS. y.;•:Y'`,;-� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET i PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT or ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, ANb THEFIELD CONDTONS, AND SHALL REQUEST C1ARICA ON BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR AP'P'ROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESFONS BLE FOR ALL I3llILDiN.5J.CR7!''{ENT''11`J..,,, ,.R�ONS MANUFACTURER'S WARP 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 SHEEPROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROI'1 OWNERS."j 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 on 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 950/a relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one Bx16 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 60 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 joists) 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. All 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 10d 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 framing 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 bolt 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 corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I 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 11 EXTERIOR SHEARWALL CONNECTIONS: Type II 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 shearwalls 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 ride is to a used as structural beam the rafters shall either be notched and W g b a t 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 reouirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 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"xl2" 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). Covered Roofs shall be assembled and anchored the same manner as a 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 soacine 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 FRAMING: JOINT DESCRIPTION QN NAIL NOTES QTY. QTY. SPACING gd RAFTER TO B' 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 COMMO END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd TOP PLATE TO 4 - Sd COMMON PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 4 -16d COMMON'JOINTS EACH FACE INTERSECTIONS 2 - 8d COMMON EA. SIDE NAIL STUD TO 2 -16d COMMON24" EACH FACE STUD HAZARDS O.C. NAIL HEADER TO 3 lbd COMMO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 13 -16d COMMOtl PER 2x6 STUD NAIL BOTTOM PLATE TO: 40 PER IL FACE NAIL FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT SEE NOTE: END JOIST OR BLOCKING1.2 3 -16d COMMONPER END I�[i79]:».7-110TAIM149 JOINT DESCRIPTION NAIL NAZI NOTES QTY. QTY. SPACING gd JOIST TO. 4 - Sd COMMON PER TOE SILL, TOP PLATE OR GIRDER 6d COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 _8d COMMON EACH TOE TO JOIST HAZARDS END NAIL BLOCKING O G TO 3 lbd COMMO EACH TOE SILL OR TOP PLATE 20 BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM ROOMS (SLEEPING) JOIST NAIL JOIST ON LEDGER 40 PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 -16d COMMONPER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL SILL OR TOP PLATE Sym.: FOOT SEE NOTE: 1 PnnF: �HFATI- IX] .- JOINT DESCRIPTION NAIL NAI! JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 PANELS 5d COOLERS I WFCM - SBC CEILING SHEATHING - JOINT DESCRIPTION NAIL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM (SEE PLANS) 7" O.C. EDGE PANELS 5d COOLERS I 1 WALLBOARD 6d COMMON 10" O.0 . FIELD WALL SHEATHING: FI nnp SHFATHINC,- JOINT DESCRIPTION NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL (SEE PLANS) AS PER TABLE 3.9 PANELS 8d COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" O.C- EDGE PLYWOOD DECAY 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD CATEGORY 10" O.C. FIELD FI nnp SHFATHINC,- JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS (SEE PLANS) 6"0 EDGE 1" OR LESS gd COMMO .C. 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 wall 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 over connected members,the tabulated number of nails shall be permitted to be reduced tol -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) 10ESHIELD TOTAL SQ- FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE DESIGN CRITERIA DECAY DESIGN UNDERLAYMENT 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES CATEGORY I SEE NOTES: 13 EXT. BALCONIES 60 DECKS 40 HAZARDS ATTICS w/o STORAGE 10 B ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSE) - ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATEGORY (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 Sym.: FIRE PROTECTION SEE FLOOR PLANS SMOKE & CO2 DETECTORS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER 10ESHIELD 8d COMMON @ 6" O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY I SEE NOTES: 13 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 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 Sd COMMON @ b" O.0 Sd COMMON @ 12" O.C. SEE NOTES: I( 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 8d COMMON @ 4" O.C1 8d COMMON @ 4" O.C. I SEE NOTES: 13 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 REQUIREMENTS FOR WIND LOADS: 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 corners, 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. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). 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 8602.8 - 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 fireblodcing 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 8314.8, 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 81001.16. N.Y.S. Residential Code. PAtNTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS. AND THE FIELD CONDrnONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO GDORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPONSIBLE FOR ALL BUILDING DEPARTMENT fNSPEGTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SrrE, 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 I ROUfsH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SNEETROGKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS '16430c (Z H N U �-7 M m \' ti U N C � d x .z O O E-+ Z O O U 1� H^ H W CJS Z) Z O Q>_ Z WZ p 0 E D W yWy�� J 0 a WJ fn NT NT Cfl DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: June 18, 2013 SHEET NUMBER: