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HomeMy WebLinkAbout36689-Z ��Q�guEFOC,fc � Town of Southold Annex 1/31/2012 54375 Main Road y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35422 Date: 1/31/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 430 Stillwater Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.-7-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/8/2011 pursuant to which Building Permit No. 36689 dated 9/14/2011 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: addition and covered porch addition to an existing one family dwelling as applied for. The certificate is issued to Mauer,Konrad&Krasilovsky, Gwen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36689 1/30/12 PLUMBERS CERTIFICATION DATED A o ' ed Xjnat4e �guFEot,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o 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#: 36689 Date: 9/14/2011 Permission is hereby granted to: Klauer, Konrad & Krasilovsky, Gwen 430 Stillwater Ave Cutchogue, NY 11935 To: construct an addition to an existing single family dwelling as applied for At premises located at: 430 Stillwater Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-7-3 Pursuant to application dated 9/8/2011 and approved by the Building Inspector. To expire on 3/15/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $301.20 CO'-ADDITION TO DWELLING $50.00 Total: $351.20 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 2110 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 property completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the'Buildinglnspector 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$50.0%. 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 - 5. Temporary Certificate of Occupancy-Residential$15.00', Commercial$15.00 Date. New Cbnstruction: Old or Pre-existing Building: ' ��_(cheek one) Location of Property: 4 :�o Ay House No. Street Hamlet Owner or Owners of Property: Ka am p [,LA y L� L-j. k l av Suffolk County Tax Map No 1000,Section (©3 Block L Lot Oo 3 Subdivision FL-CCT5 r_N1Fr_V_ Filed Map. Lot:- PermitNQ. .3 O 9 Date of Permit./-/V. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: N /, Zequest for: Temporary Certificate Final Certificate: (check one) �ee Submitted:$ . OF SO�lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Klaver/Krasilovsky Address: 430 Stillwater Ave City: Cutchogue St: NY Zip: 11035 Building Permit#: 36689 Section: 103 Block: 7_Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor. X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt .9 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures. CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture. Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fan, 1-combination heat lamp / exhaust fan Notes: Inspector Signature: Date: 81-Cert Electrical Compliance Form.xis OF SO(/j�olo ' COUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ; ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: JV DATE INSPECTOR 3 �!� �' !� � ����oF SO�lyO�o coulm,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]�DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 5 DATE l� INSPECTOR 36,1.�, o OF SOUT�,oI � o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I �� INSPECTOR f� Of SOUT,yOIo 4.11 courmI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - C6 FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE c INSPECTOR t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR •� �" r-� �G DATE C INSPECTOR oF sooryo N ,C' � a0 coUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [, �FlAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: co r DATES INSPECTOR 4 Of SOUry�� ® aQ ��'y�0UNT1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ },ELECTRICAL (FINAL) REMARKS: DATE - -INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) 2f2 2:z 2 k, Is-A ------ . ------------- d C FOUNDATION(2ND) ROUGH FR,ANIQTG& y PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE co lof c rn . FINAL ADDITIONAL COMMENTS Jbi G � Z Iz wJ e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING:,DEPARTMENT Do you have or need the following,before applying? TOWAT HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Pen-nit Examined '20 Single& Separate Storm-Water Assessment Form Contact: Approved 6 ,20 Mail to: Disapproved a/c Phone: Expiration ,20_13 r Emil2UST Building Inspector PLICATION FOR BUILDING PERMIT Date S-�r 2 , 20 VilaINSTRUCTIONS pletely 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•auth ori zed 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 pennit 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 ap li am), ' orporation) G o �L�R-i ;iClA� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C'0z� Name of owner of premises iLoy.,12,�p >a ,� 2 ( G-w \,r_yQAn L_C5,y5 k�j (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. I;�(L Plumbers License No. Q e-ccv,6C Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section k0 3 Block o Lot UL-) 3 Subdivision r�e.� necl — Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction.' w a. Existing use and occupancy kawL,,' M94A,�'-, b. Intended use and occupanc e-vw� 3. Nature of work (check which applicable): New Building Addition t/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars z 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 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 Number of Stories 9. Size of lot: Front is o Rear k 01` Depth ;2 o 2.4 L 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q -c o ' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO__L/WiII excess fill be removed from premises? YES �NO 14. Names of Owner of premises (,CLA-vM Address LIP S't1�uc.l�sti, Phone No. Name of Architect Address Phone No Name of Contractor nILY u Eck firJ 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 REQUIRED. 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 �)oyr G44j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Publk:,State of New York (Contractor, Agent, Corporate Officer, etc.) NO, 185U0 auaiified in Suffolk County 1 Commission Expires April 14,2�1 d— of said owner or owners, and is duly authorized to perform or have performed the said work,and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tl day of sn k-al 20 A Ul c 4) o Notary Public Signature licant Town of Southold: N _ Erosion, Sedimentation & Storm-Water Run-oft ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M# 1 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Nw t 03 O T O 0 3 STORM-WATER,GRADING,DRAINAGE AND EROSIQN C NTROL PLAN on B oi—e c!— To CERTIFIEQ BY A DESIGN PROFESSIONAL 19 THE STATE OF HIM YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION. NEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Stturrt-Wafer -cif the Scope Total Area of all Parcels located within — of Work for Proposed Constrtittlion) ( Generated by a Two finch Rainfall Rainfall on Site? the Sc ' b. What is the Total Area of Land Ciea (�/A"es) (This.ltem will Include all Am-off created by site w►g clearing and/or construction activitles.as weq as all VU and/or Ground Disttirbance for the proposed S Site Improvements and the permanent creation of tronsbtll�ion activit)/t impervlous surfaces.) • �races) •� PROVIDE BBIEF PROJECT DESCRIPTION IPe Adduonal Pages as Needed) 2 Does the Site Plan and/or Survey Show AN Proposed ZEI ' Drainage Structures Indicating Size$Location?Thts 2 Item-shall Include all Proposed Grade Changes and • I 'Y (7 R e t -&A" `eA-e,-i•J l(m Slopes Controlling Surface Water Flow. ! l e 3 Does the Site Plan and/or Survey describe the erosion (# C CN.Je vie 0 tt L-1 and sediment control practices that will be used to t/ control site erosion and storm water discharges. This ' item must be maintained throughout the Entire { Construction Period. 4 W11 this Project Require any Land'Filling,Grading or Excavation.where there is a change to the Natural 'F] Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ✓. (5,000 S.F.)Square Feet ofGround Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEc swPPP Requirements: or within One Hundred(100')feet bf a Wetland or- v i %bmlwfon of a SWPPP is D required for an Construction activities involving sob Beach? disturbances of one(1)or more acres. including disturbances of less than one acre that . •T Will there.be Site preparation on Existing Grade Slopes i are part of larger common plan that will ultimately disturb one more ayes land; which Exceed Fifteen(15)- including Coo nstruction activities involving sot disturbances of lesss a feet of Vertical Rise to than one(1)acre where r the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 W71'Driveways,Parking Areas or other Impervious / for Storm Water Discharges from Construction activity-Permit No.GP4)r10+001.) Surfaces be Sloped to Direct Stomt-Water Run-Off 1.The SWPPP Shan be prepared prior to the submittal of the NOI:The hot shag be into and/or in the direction of a Town right-of-way? — submitted to the Department prior to the commencement of ConsbucUen activity. z.The SWPPP shag describe the erosion and sediment control pradfces'.and where 9 Will this Project Require the Placement of`Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation-and/or the Construction of any constructed to reduce the pollutants to storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the ten, and conditions of this pema•L In bddrlion,the SWPPPshatl F-1 Identify potential sources of pollution which may reasonably be expected to affect the Area?tints ran vdn.hw Inchhde un hutalhnan of thiv0vay Aworw.) quality of storm water discharges. NOTE:itAny Answer to Cluestion3.06e through Nino Is Answered with a Cheek Mark 3.All SWPPPs that require the post-construclion storm water management practice in a Box and the construction she disturbance Is between 3,000•SF.31 Acre In area, 1 component shall be prepared by a qualified Design Professional Licensed in New York a Stomr vale,Grading,Drainage 3 Erosion control Plan is Required by the Town of that b knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to issuance olAny Building Permit (NOTE A Check Mark(4)andrar Answer loceach question is Required fora Complete AWcation) I . S1 A17,OF NEW YORK, iota Public:,State of New York COUNTY OF............ ....SS Notary - No.OI SUOI S5050 , That I, ....�O..\l4, } M�.�i {V _ .. Cow Om�1•1iSalifiedEin�pSi,u�fcfolk County (Name of lndnnkdual signing Document)' beingY SwOm,deposes and says that he9Stle iSth And that he/she is the ......................... t .....................................................»................................... I(owner,Conbacror.Asehd.Corporate otgcer,eta) •.......�. i 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 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 herewith. r Sworn to bef re me this; :..__ ...._....... ---day of..... 20 / i ` .M............ . �J Notary Public: .... C�� °; ...... •...............L :Ci ......... ... ............................ • (Signature W Apppcant) i FORM - 06/10 hO� ,pF SO(/r�Olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �ycoUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 23, 2012 Konrad Klauer 430 Stillwater Ave Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 36689 - Addition P.O.Bar 1179 SouthcM,NY 11971-09S9 �•� BUILDING DEPARTMENT TOWN OT SOU£!E'tOLD AppLI�ATION FOR ELECTRICAL INSPECTION �� REQUESTED 8Y: �;��,.7 gate.., Company Name License No.: /y Address: ? D , r �� 35' P No.- (&3 S-Z D JOBSITE INFORMATION: (*Indicates required information) "Name: v -2 *Address: 490 'Crass Streets i2& z-S' "Phone No.: --- Permit No., � Tax Map per; 1000 Section: .b3 Block: � _ Lot: ` RIEF AESCRIPT)ON OF WORK(Please Print Clearly) (Please Circle All That Apply) IS yub heady for kw4)eCcttan: ES 44 F1nai Vo you need a Term Certificate: YES 466) Temp 1nfoormadon t1f need"I 'Servjce Size; 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Add'ftlonal lnformWon: PAYMENJ M&W1TIi 6M.19ATL0%— elf-Request for inspedim Fomt ;S�L�� F201 (0-2136 SCTM 1000-103.00-07.00-003.000 NOTES: STILLWATERAV E U E 1. THIS SURVEY HAS BEEN PREPARED IN CONJUNCTION WITH A CONVEYANCE. EDGE OF PAVEMENT. 2. SURVEY HAS BEEN BASED ON TAX MAP, DEED DESCRIPTIONS, FILED MAP AND FIELD MEASUREMENTS MADE ON THE. DATE SHOWN. UTIL POLE OVERHEAD WIRES 3. NOTE THAT UNRECORDED DOCUMENTS OR PAROL AGREEMENTS NOT IN EVIDENCE MAY AFFECT ANALYSIS SHOWN HEREON. S 45` 14' 30" E 100.00 4. UNDERGROUND STRUCTURES OR OTHER FEATURES NOT VISIBLE TO SURVEYOR THAT MAY INDICATE EASEMENT OR OTHER RIGHTS .MAY NOT BE SHOWN. 110.00' I DRIVEWAY F 1.3 W ctf n C� V Pls a Cock+^G1 eNCK WALK O E_ t 15.4 14.3 Cam! ' 241 n CONC APRON ed 36.1 -10.3 # 430 N ONE STORY N : TAX LOT 32.1 DWELLING FRAME SURVEY OF PROPERTY- 0J FENCE GATE 02 W 60.0 SITUATE AT X ROOF OVER ~ 14.3 WOOD DECK CPS C CUTCHOGUE TOWN OF :SOUTHOLD CELLARENTRY SUFFOLK COUNTY, NEW YORK � TAX LOT 3 b E „�( CERTIFIED ONLY TO: KONRAD KLAUER AND GWEN KRASILOVSKY `') AMBASSADOR ABSTRACT. LLC (AMB10-71643S) . n e �I- WESTCOR LAND TITLE INSURANCE COMPANY' _ `r p CHASE MANHATTAN BANK. FENCE 2.2 W _ ` SURVEYED DECEMBER 8, 2010 SCALE 1" = 30'. lAONUl:IP:ET UivAUTriORi�cD ALicivwTiON OR AD'uiinmi EMBOSSED SEAL AND SIGNATURE FOUND TO THIS SURVEY IS A VIOLATION OF 11.0 FENCE CHAIN LINK FENCE SECTION N LA OF THE NEW YORK STATE E. f L. ` EDUCATION LAW. DORANNE FENCE tip COPIES OF THIS SURVEY MAP NOT MONUMENT - w� �� ., 0;5 W BEARING THE LAND SURVEYOR'S INKED n FOUND S N 43' 34' 20" W 100.00'. u_ SEAL OR EMBOSSED SEAL SHALL NOT-BE (�M S LAND SURVEYING COMPANY Y,E.TAX CONSIDERED TO BE A VALID TRUE COPY. a c GUARANTEES OR CERTIFICATIONS INDICATED - LOT - - � HEREON SHALL RUN ONLY TO THE PERSON P.O. BOX 410 Cam. • 31 TAX LOT 30 TAX LOT 29 ONRHIS BEl� TO THSURVEE IITHERCOMPANY,WD o GOVERNMENTAL AGENCY AND LENDING MASTIC, N.Y, 11950 (G INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTIMION. TEL. (516) 660 — 9489 GUARANTEES OR CERTIFICATIONS ARE NOT OR SUBSEQUENT INSTIMONS i LICENSE N E 50009 a REScheck Software Version 4.4.1 Compliance Certificate Project Title: Klaur Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Cutchogue,NY Compliance:Passes using UA trade-off Compliance:5.6%Better Than Code Maximum UA:54 Your UA:51 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D.• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 185 19.0 0.0 9 Wall 1:Wood Frame,16"o.c. 320 15.0 0.0 22 Window 1:Wood Frame:Double Pane with Low-E 32 0.340 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 185 19.0 0.0 9 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro o ed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckVersion 4.4. an comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signa 42a OF NEty DEFRf 0 a ' � m "' N w 2 tP� .T' _ -d °oR 0725 � � S�9 Project Title: Klaur Report date: 08/31/11 Data filename: C:\Documents and Settings\jdeerkoski\My Documents\REScheck\klaur.rck Page 1 of 3 i t✓-K Z,�4b �z�sl�fip G1�1.1lSrS ,L,t SV� �A,,�.- � 13 12tl ilel Ake r- 7 r 51-9 C$ G.:ru t-j `S Lc� � -0T.ntwa�� OCCUPANCY OR ,SSE IS UNLAWFUL o i O. C . �,JI T TUT CERTIFICATE i D - >t 4Rw>rptlM 'lL"e�y ��uArz aJ � _ Rpo OCCUPANCY ` f v APPROVED AS NO I ED 3� sly ��3� Ka � �• (� DATE � 4 FEE: `�Q� BY i< -- C NOTIFY BUILDING DFf�H��g4E^'` AT 765-1802 8 AN! TO 4 Pfvl FOR THE C p .0 FQLLOW!-N+G INSPECTIONS T-Na _ t ' � 1. FOUNDATI-N T1N ��t✓ (�c, cv,� �.dYt�Jf FOR POURED CON, ;E c 7- b u 4 2. ROUGH-PR,5M!N ,e1S STRAPPI,% ELEC74 Cr i CAULKING �,o 3. -INSULATION -U _ 4. FINAL CvPJSTRuC"!C', ELEC T RICE;L ® 1 MUST BE COMP.= R C O �� c_ ALL CONSTRUCTION SHALL MEE"I THE (q( 3 REQUIREMENTS Or THE CODES OF NE YORK STATE NOT RESPONSIBLE FOR OF NEWY ------- — - --- I $ 3' -- --- --- --------- DESIGN OR CONSTRUCTION ERRORS. co�P�S�. DEER Qp� RE 1AIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. '`Y_ t3'o t3uc_ n � ELECTRICAL %4 -3 �a ��.�D INSPECTION REQUIRED %A q_a•NQ_-0't> faczc64 �o k1..fiZ1Q R��IJSNC�; BAY CREEK BUILDERS D. W. Mcgahan SHEET NO. OF P.O. BOX 602 CALCULATED BY DATE CUTCHOGUE, NEW YORK 11935 (516) 734-6270 CHECKED BY DATE SCALE PROOLCT227-1(Padded 11'EDGE)PRODUCT 227A-1(F2dded 17'EDGE)®e Ina,Gm1on,MaM 01471.To Order PHONETOLL FREE 1-00,225.00 I 1 � Z- 5 Qb v C T-0 tvYc�t, t -� r►v-'�w s��v a.�• L��s��C 3sv�-� �1�5�OiN 0 Tv 3y\1 L .1b� O -0:'J� dd!: a •o :` O o ♦ �=-(�-__ .��_� -• e o 0 6 3 I I I �OF NEW N� 10 i 1 I ( '0 `' DEER�o p� cr- l e I I I I �O n 71 w 07 I ( I ARpFES NP\ I ! I I � � 41-1 JOB Kt- f�vR R�5 tDEfy c� BAY CREEK BUILDERS l.-wV `�ta� D. W. MCgahan SHEET NO. OF t ,V P.O. BOX 602 CALCULATED BY DATE CUTCHOGUE, NEW YORK 11935 (516) 734-6270 CHECKED BY DATE SCALE PROM7227-1(P&W 11-EDGE)PROOUCH27M(Padded 1T EDGE)®.Na,G=a,Mm 01471.To Orda PHONETOLLMEE 1d0O\Z5-M GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE t=--- PLAN CONTENTS: 1.RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY) R3 RESIDENTIAL 1-1/4•x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES UI D G USE RESIDENTIAL DWELLING When a collar tle Is used In leu of a ridge strap,the number of I Od common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tle need not exceed the tabulated number of Bd nails In the Strap. RAFTER TO e'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL 4-8d COMMON RAFTER TOE-NAIL 1).The Information vdtiln this set of construction documents Is related to basic design 2).RAFTER-TO•WALL ASSEMBLY: TOTAL SO.FT.OF CONSTRUCTION Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wail connections for rafter,calling or truss to tap plate shag be In CEILING JOIST V WALL:3.8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.-The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.B.RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a pratasslonalry flnlshed,structurauy the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 1995 SBC HIGH W D OOD F CONSTCTION MAN UAL sound and a weatherproof completed product. shag be connected with uplift connections in accordance with table 3.30. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR R S SECTION 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 80 meets current federal,state,county and local codes,ordinances and regulations,etc: Wail studs above and studs below a floor level shell be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table TO RAFTER WFCM-SBC END NAIL pa pe g �,36.When wall studs above do not fell In line with studs beldw,the, ATTICS w/o STORAGE 10 should be adhered to even N in variance with the plan, studs shall be attached to a common member In the floor assembly with uplift connectors In BLOCKING 2-Bd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. _ TO.RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD 3)•Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ( ) 46- (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAr'TER 2-1Bd COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING: ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7Inches In concrete STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,IS Inches In masonry block foundations,or lopped under GAU DRAILS ANY DIRECTION) 200 construction mearhs,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES precautions and programs In connection with the work There are no warranties for a bottom plate,3 Inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING C use expressed or Implied In the use afthese Top PLATE TO . PER FACE NAIL EXPOSURE CATAGORY specific exp p plans. spacing Is o be spaced end sized M accordance o table 32a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. Comers. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION FOUN6ATIONI DETAILPAGE&GENERAL NOTE PAGE 8).The General Contractor Is to INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGEensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR 5HEARWALL CONNECTIONS: STUD TO 24• FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/161nch wood structural panel on the exterior STUD 2-1Bd COMMON EGRESS 5E E FLGQR PLANS AND WINDOW SC HEDULE attached with Bit common nails at W o.a at the panel edges and 12'o.c.In the field,and FIRE PROTECTIONO.C. NAIL 7).The General Contractor Is to consult with the owner for all built-In Items 1121nch gypsum wallboard an the Interior attached with Sit cooler nails at T o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE SMO 8 Co ORS SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,eta edges and 10'c.c.In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN I NIA-STANDARD STICK FRAME CONSTRUCTION - 8).Wind bad requirements shall be taken Into account during construction. 8).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-1Sd COMMON PER 2x6 STUD NAIL ENERGY, RESCHECK 3.6 RELEASE 1a BOTTOM PLATE TO: FOUNDATION NOTES: i ll r ngth adjustmentfe llctorsiah meets erequlremerrtsoftable3.15aiiOmesffieapproprate FL60RJOIST,SAND JOIST,2-ISdCOMIMON PER NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details erhd noes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICEBHIELD determine Intended heights of finished floors)above typical grade. FLOOD 7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sldewall lengths provided in table 3.14 shall be pennifted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. Interior shearwalls are used.Sheathing and connections shall be In accordance with JOINT CESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2A respectively. ODERATE SUGHTTO JOIST T0: QTY. SPACING 45 TOE 120 B SEVERE S FT. TO HEAVY MODERATE 11 NONE 3).Provide 12'expansion]dot malarial between concrete slabs and abusing - conaeteormasonrywalisocadnglnexsrrororunheatedlnterorareas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE ORGIRDER 4-BdCOMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4.An new concrete walls being attached to existing canasta structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Y B 8 with table 3.6.Window sill plates shall be have steel connectors in accordance with table 2>Bd COMMON be Installed with#4 re-bar,IB•long at 12'o.c..Use approved epoxy for Installation. TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.a.l..Concrete to be BLOCKING 2-8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD poured an 4Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE Bd COMMON®6'O.C. Bel COMMON®6'O.C. SEE NOTES:1,3 to be minimum 3-1/2(rich thick All fill to be compacted to 95%relative density with Where a ridge Is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON(?8'O.C. el COMMON(�12'D.C. EE NOTES:1(BOTH FIELDS) S'maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-tc 3-1 Bd COMMON•ridge SILL OR TOP PLATE BLOCK NAIL . . NOTE:2 FOR PANEL FIELD along the open caging part of the building.Connections to the ridge and wall Shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS I Bel COMMON Q 4'O.C. Bd COMMON®4.O.C. SEE NOTES-1,3 6).Crawl spaces to be provided with a minimum 1 B'x24'access opening.Install one attached with the above requirements. 3-16d COMMON 8x16 cast Iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL NOTES 7).Dampprod exterior of foundation with bituminous coatlngas per section R406of DECK AND COVERED PORCH NOTES: JOIST ON 3-BdCOMMON PER NAIL N.Y.S.Residential Construction Cade.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES.ONLY. BAND JOIST PER END the below grade portion o exterior walls pro to badkfllling. All fasteners,hangers and anchors o be galvinfzed or stainless steel. TO JOIST 3-t sd COMMON JOIST NAIL 1).For roof sheathing within 4 feet-of the perimeter edge of the roof,Including 4 feet an each side of the roof pack, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck Joists to be boded to each post with washers and nuts. - BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. - SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:Girders cr concrete minim shall be anchored with proper steel connectors anchored 2).Tabulated 121nc h o a nail spacing assumes'sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES Into concrete with a minimum 1n•rile x T long anchor belt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods an prescriptive design or 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12'x12'x12•thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2•die x T long anchor bog with washers and nuts.Footings Shall be 3 R OTY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to ratter/truss framing members with G>0.48.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12'dia,concrete piers for the glrklers. STRUCTURAL PANEL Bel AS PER TABLE 3.8 framing members with 0.42<G<0:48,the nail spacing shall be reduced to 3 Inches o.c. Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).DedkJeiststahavebtodkingaleroo.a. CEILING SHEATHING: NAILSPACING NAIL SPACING AT IN MEDIATE 3).Floors,wags,callings and rafters to be spaced at 16Inches o.a unless notes SHEATHING LOCATION NOTES 5).A minimum o 10 Inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE FIELD otherwise. JOINT DESCRIPTION Lodger to be Tdaztanad to building with 1/2'dia belts with washers and oafs OTY. SPACING 4'EDGE ZONE Bd COMMON®6'O.C. 8d COMMON(�12 O, FIELDS) where 4).Unless otherwise naiad,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM T O.C.EDGE 2 L D Sd COOLERS Bearing wall headers to have(2)Jerk studs and(2)full length studs on each side o ell WALLBOARD 10°O.0.FIELD INTERIOR ZONE. Bel COMMON®6'O.C. Bd COMMON(dJ 12'dk 6).Concrete piers shall be a minimum 6'shows grade. WALL SHEATHING: openings.LVL headers o have(3)Jack studs and(2)full length studs on each side of openings.Bearing wail window sills shall also have(2)window sill plates for 2x4 wall 7).All Joists to be supported with hangers and anchors.Each'Joist shall also be anchored NOTES �G openings between 4'1 and 6'0 and 2x6 wall openings between 6'11 and 8'8.Provide fire to girders)• JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SC \ �� and blocking where applicable. OTY. SPACING t 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall aheathln within 4 feet of fhe comers,the 4 foot eel a zone alto rt a ulre n ° U`5).All flush beams/headers to be Installed with heavy duly galvinlzed hangers and PANELS Sid COMMON WER -SBC ) 9 g h Ltd andorswhereopplicablatoallconnectingjoists. PLUMBING NOTES °eU�d - m I QJ 7116°OSB 6d COMMON 3'O.C.EDGEc r 6).Double up floor Joists under wags that run parallel to the floor Joist and under bathtubs.1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6'O.C.FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud 91G - Floors to have cersmld Ufa Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM r�COOLERS T O.C.EDGE G>0.49.For framing members with 0 42<G<,the nail spacings shall be redo 8.C. on plans. WALLBOARD 10'O.0.FIELD O 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel slding,gaMnIzed box nags shall be permitted to be sub v 7).Provide blockIng/bildging In flocirlolsts at 8'0 o.c..Use solid blocking In floorjolsts FLOOR SHEATHING: NOTE: SI under ell bearing walls. 3).ttwall Studs,plates orJolsts are cut out during Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the OTY. SPACING 8).Provide Insulation baffles at save vents between rafters.Install draft blocking as state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE '. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. needed. Bd COMMON HVAC SYSTEM NOTES 1.OR LESS 12.O.C.FIELD 1).PROVIDE 5/8•TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON CESSIBLE AREAS, 9).Unless otherwise noted,all roofs and walls to have a minimum Ilr thick,4-ply Fir 1,Mechanlcel subcontractor Is responsible for adheari g to all a icable codes and .USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR C NTACT WITH AC°. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) mO pWri NOTES• 2) requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4•thick TSG PTS Fir or Advantech plywood autifloor 2)HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKINO REQUIRED adhered with PL400 adhesive and screwed to flow Joists.Finished floor to be Installed equipment supplier. Firablodking shall be provided to cut of all concealed draft openings(both vertical and horizontal) over mubfloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrer.between stores,and between a top story and the roof space. 11).Al bathroom walla to have 1/21 thick moisture-resistant sheetroc.Garage walls and 3).HVAC subcontractor toprovide final system layout drawing and submit It to the General nailed 6'on-center at the panel edge.If wall sheathing Flreblocking shall be provided In wood-frame construction in the following locations. to and over furnace, have 61W thick type-x shestrack.All other parts of building - Contractor and owner for final review and approval, is nailed 3•on-center at the panel edge to obtain higher to have regular 112'sheetrodk.All wells to be taped and finished. ELECTRICAL NOTES: shear capacities,nailing requirements for structural 1).In Concealed spaces of stud walls an partitions,Including furred spaces,at the ceiling and flox members shall be doubled,or alomate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding10 12).All roof with a pitch lase than 4:12 shall be Installed with an Ice&Water banter or 1).All electrical to be Installed as such as shear plates,shall be used o maidaln bad path. feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloc king In walls constructed per N.Y.S.Residential Construction Code, using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPOM 2).When wall sheathing Is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. membera,tha tabulated number of nags shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13).All sill plates and wood In contact with concrete tobe pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tat-18d nail per foot drop callings and cove ceilings. be Installed with a foam sill gasket and cop•r4ex tenure shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Encased spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R314.8,N.Y.S.Residential Code. AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES,THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at.calling and floor level,to resist the free passage of ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED 5).For the flrebdocking of chimneys and fireplaces,refer to Section RI001.18.N.Y.S.Residential Code. • WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TONG STUDS ' ENOWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST _ SIDEWALL _ JACKSTUDS RAFTER FLOOR LISP NUMBER DESCRIPTION APPLICATION - 1ST. ADSS HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT.TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BST.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP N MBER DESCRIPTION PLCATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND' ADSS ANCHOR PLATES OF 1ST.FLOOR CONNECT THROUGH ALL OPENINGS LSTA12 1-114k17 20pa STRAP APPLY TO EACH JACK STUD ROOF LSTA7A 1-tg')aO 20Sa STRAP APPLY OVER RIDGE O EACH RAFTER 2x6-2x$ LS26 18ga.SLOPE GER APPLY TO EACH RAFTER I LEDGER JOIST DIRECTION WITH(2)JOISTS,UNDER WALL. THE FLOORS TO EACH OTHER WITH ROD. ALL OPENINGS RT30R RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE9TUD 2X10 LS210 16ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING WOO WALL STUD . ^ THROUGH-ROOF EXHAUST METAL STRAP / \ VENTS SE BY AND LOCATED BY CONTRACTOR RIM BOARD CCRRIICKETAT TOPSIDE OF VENTILATION CHANNEL RAFTER AS REQUIRED - SILLPLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING - - _ FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS®46'OC BARRIER TO LAP FLASHING ) 2x4 SOFFIT JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTHUSP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREEVENTILATINGAREA - - INSTALL 4'0`O.C. /% ROOFING TO AVOID SOAKING Wa•L STUD NOT LESS THAN 11150 OF THE AREA OF GUTTER W000 GIRDER THE SPACE VENTILATED.ALL OPENINGS 4'-6` LSTA24 1-114k24.209a.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT ON ALL OPENINGS PROVIDE EMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT!EXT.PLYWOOD INSTALL 4r O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. $OFFITED'EAVE 8'-14' LSTA30 1-1l4k30`18ga STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4'-S`RAFTER RT1O 10S(4'x 18ga.TYDOWN ANCHOR INSTALL 4'0`O.C. ACTIONEACH�� PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14•-16' LSTA36 1-1145W 189a STRAP AND JACK STUDS 8--12'RAFTER RT20 21-lW x 2Oga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGS ;', KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED SAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE Li I FLASHING 4INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 41NCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES P) THROUGH VENT WOOD JOIST TOP PLATE ' SIDE WALL FLASHING GIRDERIHEADER 1 ST.FLOOR WALL 3TAPPING TO BE ATTACHED TO WALLSTUDS(8148`OO WOOD JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HE3•MED EDGES 80 RAFTER INSTALL4'0'O,C. A8 TO FORM DRAINAGE CHANNELS AND 4'-9' LSTA3B 1-1l4k36'18ga STRAP AND JACK STUDS PREVENT CAPILLARY ACTION . ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-12` INSTALL 4'0'O.C. RAFTERIPLATE RT1$ TYDOWN ANCHOR' CONNECTEACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTEDROPER STEEL CONNECTOR.USH HEADER TO BE SUPPORTED WITH 6'-16' MSTA48 1-1(4k48'1 RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 6ga STRAP NSTAU-KSTUDS IF ABLE.SET FIR JOISTS APROX II2'HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATENYALL SPTH4 STUD PLATE ANCHOR CONNECTOVER CONFORM TO SLOPE PLATES TO EACH STUD TO ALLOW FOR SHRINKAGE p REDUCE BUMP OUTS DBL.SILL PLATE TERMITE SHIELD • - �—BUBFLOOR SILL GASKET - WOOD JOISTS NEOPRENE CONIC.SLAB ' BOLTED TO STEEL BEAM WITH TYP.CONIC.FOUNDATION 6 MIL.POLY ' DAMPPROOF EXTERIOR \A ' GASKET I /[ 2.b nx0 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR \' GRANULAR FILL ).p • - F N E w ' I/2'DIA. BOLTS 48`o.a STAG. G V A �� STEEL COLUMN ' e O . e • v ] A. CONIC.SLAB 'p - e�• v, ROOF JACK // I I\�� [�f STEEL BEAM COMPACT FILL ''p , +i 4'x V4 z 8°STEEL p V p � ' ROOFING LAPS � ,, lr TOP AND BOTTOM PLATE KEYWAY DOTING ► < ' - FLASHING AT t, WITH GROUT ANCHOR ANCHOR BOLT e . p CONC.FTC. p . Q p , o ANCHOR BOLT CONNECTION ] USE WITH 3x3 SQUARE WASHERS SIDES AND TOP REINFORCING BAR (USP LBPS58 0R BP583) 3'STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/6'DIA ANCHOR BOLT - 10 SUPPORTING MAXIMUM SPACING FLASHING LAPS t I Z [ KIPS) • - SILL PLATE TO FOUNDATION 13TORY T2.00 ROOFING AT BOTTOM D ON �1 TYPICAL CONIC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION � - �J,� EAM DETAIL MIN.3`STEEL COLUMN ANCHORED TO CONIC.FTC. CRAWL 3 A O FOUNDATION 2 STORIES 36'OC 7 2 r- TTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1^_ DEI 1-2 STORIES 6T DC ROOF JACKS 4 VENTS DETAIL OF 1 SUBFLOOR CONIC.SLAB DOORFRAME ' BX610/10WWI�A CG C COMPACT FILL i pppR'^—�' \ (}—JOIST + USE 2X8 ` FORBLOCKOUT STEEL BEAM • P.T.PLATE W/6X66 WMM ~ SLOPE 1!2"AIR S ACE H 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT AT END AND •.. (WITH A NAILING PLATE IF NEEDED) TO BE APROX irr OR4 �_y._A_v a_ a JG DES OF WOOD , •4 0 ,�. a'•� e� +'. STEEL BEAM TO ALLOW FOIR GHER SHRINKAGE 6X6 W.W.M. 1Y -a�.�y� 4- a•A BEAMS _ !4 e•!.••e•.p - (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MIN. e A •e O'p G'p A' y' �_NOTCH BEAM FOR MUDSILL IF REWIRED-MAXIMUM •p p, e •�+• SU6FLOOR 4 REINFORCING BAR , NOTCH EQUALS V4 DEPTH OF BEAM + 0 ► ' • - REINFORCING BAR ^IOIS'T e�,•'►•' - ' GRAIN TILE I� 12• •I y , SHEET METAL 130#FELT UNDER BEAM AT POINT ' 4 )' a !O • ,.� OF CONTACT WITH CONCRETE OR CONIC.BLOCK v STEEL BEAM TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)A4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w.• 3' SHIMS TO LEVEL BEAM PLATE BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3'MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET