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Home My WebLink About38175-Z�g�1EFQt Town of Southold Annex P.O. Box 1179 z 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37356 Date: THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 420 Little Neck Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 97.-7-26.3 1/8/2015 1/8/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/2/2013 pursuant to which Building Permit No. 38175 dated 7/16/2013 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: NON -HABITABLE ACCESSORY TWO CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Blasko, Lorraine & Blasko, Carl (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38175 10-21-2013 A e Signature Permit #: 38175 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: Blasko, Lorraine & Blasko, Carl PO BOX 507 Peconic. NY 119580507 Date: 7/16/2013 To: construct an accessory garage & storage building as applied for At premises located at: 420 Little Neck Rd. Cutch SCTM # 473889 Sec/Block/Lot # 97.-7-26.3 Pursuant to application dated 7/2/2013 and approved by the Building Inspector. To expire on 1/15/2015. Fees: ACCESSORY $380.00 CO - ACCESSORY BUILDING $50.00 Total: $430.00 Building Inspector 2. 3. 4. 5. R1 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY pplication must be.filled in by typewriter or ink and submitted to the Building Department with the following: )r new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). Approval of'electrical installation from Board of Fire Underwriters. 'Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from. architect or engineer responsible for the building. Submit'Planning Board Approval -of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)`non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a. Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of. Occupancy - Residential $15.00, Commercial $15.00 / Date. '7 New Construction.y Old or Pre-existing Building: (check one) Location of Property: 2� C' k' '-R, House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot's Subdivision t c�e d1cFiled Map. Lot: Permit No. j ' � —7 Date of Permit. Applicant: Health Dept. Approval: ' Underwriters Approval: Planning Board -Approval.: Request for: Temporary:Certificate- Final Certificate: cr :- Fee Submitted: $ �d V .(check one) Applicant gignature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rKED-town. so utho Id. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carl Blasko Address: 420 Little Neck Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 38175 Section: 97 Block: 7 Lot: 26.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-e Residential Commerical New Addition X Indoor Outdoor Renovation Survey X 6 SITE DETAILS Office Use Only X Basement X 1st Floor 2nd Floor Attic INVENTORY Service Only Pool Hot Tub Garage X Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesH Time Clocks Disconnect Switches 9 Twist Lock Exit Fixtures TVSS El Other Equipment: 1-100a sub, special 20a recp, 1 special 50a -220v recp Notes: Inspector Signature: IW4 Date: Oct 21 2013 81 -Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'SPECTION FOUNDATION 1ST [ j ROUGH PLBG. ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE )-0 INSPECTOR X175 0F SOUTyolo H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOJdNDATION 2ND [ ]INSULATION [vT FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY TYINSPE10 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) RE [ ] ELECTRICAL (FINAL) DATE D% 03 /3 INSPECTOR C oF so o�'Y�OUNT'I,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] ON 2ND [ ]INSULATION FRAIIAI STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE � �� INSPECTOR �`�� SO(/lyolo coorm,��' TOWN OF SOUTHOLD BUILDING DEP 765-1802 lib 2�v INSPECTION [ ]FOUNDATION IST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) � ELECTRICAL (FINAL) REMARKS: Zm DATE �Q. `��' ! INSPECTOR �` a TOWN OF SOUT1iOLD BUILDING- DEPT.' - 765 -1802 IIVSPECTIO [ ] FOUNDATION,iST [ ] RO R PWMBING [ ]FOUNDATION 2ND [ ] SOLATION [ ]FRAMING /STRAPPING [ FINAL [ J FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE ` � INSPECTOR. 3817 �q s0 yo �o �o coUNi`I TOWN OF� SOUTHOLD BUILDING: DEPT. 765-1802 INSPECTION [ FOUNDATION,IST- [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND[ ]INS ION. [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION REMARKS: ]CAULKING DATE `1��'e�NSPECTOR a OF SOUTHOLD ?ILIJ NG DEPARTMENT ,. TOWN HALL SOUTHOLD, NY: 14971 TEL: (631) 765-1802, FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined/ 20 1-3 71fP 13 Approved , 20 Disapproved a/c Expiration `J , 20--K JUL -2 2013 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. °� g (S✓ Building Inspector 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: Mail to: C4ec Phone: -�aJGc4e 14 h r CATION FOR BUILDING PERMIT Date 'l — 3 , 20 BLDG. DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 Pen -nit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, anew 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. Y, z, ignature of applica t or name, if a corporation) L/o20 1 /11'06 /inte,k fel (Mailing address of applicant)I -7,� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e— v' Name of owner of premises ✓k v L ct ��'� ✓ , (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. m 0 S fil cf Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street1-,t;,' County Tax Map No. 1000 Section �`_'. Block!,: Lot 2-6- 3 2 Subdivision Filed Mtp N 1 Lot State existing use and occupancy of premises and intended use and a. Existing use and occupancy . �(!nc(2 A rik l b. Intended use and occupancy, arjm—a/ of proposed construction: 3. Nature of work (check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost X"Oo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 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 72 � Rear Za c Depth ps Height ZZ Number of Stories 1.5 ;` `' 0 9. Size of lot: Front / �(b t ' Rear 1 �4 • ZI Depth 260"4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO c� 13. Will lot be re -graded? YES NO (/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Cc-( Address 011, ((-Wc Ci ka),_ Phone No. Name of Architect Address Phone No Name of Contractor no 44 e4l.OLet Address P z 60— (QA' Phone No. 63( �l�S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOy * 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 --s,/ * IF YES, PROVIDE A COPY.. STATE OF NEW YORK) SS. COUNTY 0 , Cbeing duly sworn, deposes and says that (s)he is the applicant (Name of individual signing ntract) above named, (S).He is the bgAv. y (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. S ornT before me thi day of 14,n.x._ 20- REGINA M.BLASKO NOTARY pUBLIC-STATE OF N /,�/Z/ ... //-,� r 61 FYI Noduy Public No. 618L625s145 i atur of Applicant QUclIfled In Suffolk County My Commission Expires March 2A -3m, TowuHa9Anaex 5W3 Mala Road: P.O..B=1179 Southold, NY 1197144 i Telepkoue wo 765-1802= gec.rt& 7f:5 roriche own.so o nv us BUHDWG.DFPART MT - w TOWN OF SOUTH--OLU APPLICATION FOR ELECTRtGAL INSPECTION JOBSITE INF( '�tacne_. *AdEfresS: *Cross- Street *Phone No.: Ffernxtt •N•o_. _ - Tax Map 0 tact: ZMATtON: (*1ndipates required information). ,v L 6 t7.57 .1000 Secfian: 8toete�2_ Lei r - *BRI€F D = SCRiPTION OF WOR Print Cl9 idyy tv't w�A . (Ptea � 0 p", .l n , , -(Pli ase . l [e. Aft That Apptyl *Isjcjb ready for tnspecflon: NO Ro_ ugh In Final_ 'MDQ you need a Temp Cerfificate: YES I NO Temp lWbrmation (if needed. - *Serww Size: 1 Phase_ Whase 40Q -95a - 200 30Q= 350= 400 Other *New Service: Re -connect Underground- Number of Meters Change of Service Ovethead Additional- Wormaiion: PAYMENT DUE WITHAPPLICATION ID �o- Yuen of Southold - Chapter 236 - Stormwater Management ! g SWPPP - Storm Water Pollution Prevention Plan Assessment Donn L7,NTMAM A Y . � INFORMATION: (All Requested Information is Required for a Complete Application) NAME: Owner-Agent-Consultant-Con tractor or Other r1rel®Onel Property OWNER-OrDlBerenttbanApplkant) a Fax Tekphooe*Fax>xBriefDea rVm of Conetredion Sals•�5zation B �ft,1'iroposod Structural BMPs, Sort00 MPs, PmiedS-Nand/or Ser) —_ Of r-D-tructionActintytrta beetiow (row ect IProwdaAd6danalPeDeeastJesztml ` Natue of Contractor andfor Contact Person ResPonarbla for knPkmentetiorr of sWPpp: IFi c�------------------------------------------- Add - - - [{e 40'z C- gE Telephonoik Faxfk--------------------------------------------- ------- ------- -------- --------------------- 1&-il0at�------- ---- Name of Persons Responsible for InstallationB Mil------------------inlenanca of Erosion Control Practice: Addr ` u��-------------------+`-----------'_-- ^------ t�J G -------- • Telapborafk -• Fax E-Mail -------------------------------- ----------- -------------------------------------------- I TWalAreaofAt Z S� TolatAreaoftandClearing ---------------------- `J— ----------`—.. o)ect Parce]s: and/or Ground Disturbance: Is"JA—)------------ (SF.rAc ) --�---- --^--- ProjectDuration_ Start End —_ (Antrupated) "j o Date_ Dale: IMmterd CeOar��Oeyatpt .. � ^_—'-___•`___.-. _._.. _...____ Will this Prolect Disturbe five (5) or More Acres at ----------------_____._--- Any One-Time During:the hroposed:Develop merit 7 Yes No --------- --- NYES: Please Answer the Following( •- ----------------^- a. Does the Applicant have a Qualified Inspector On "'- -------------- Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Siteor List the NAMES ilesnrption of an Potentially I �o mpaCied Waterbodies andlor Wetlands: Inspections will Occur and. for What Period of Tlme ? Yes No c. Does the SWPPP Adequately Identify Ail Teniporary --------------------- andlorPetmartentSoilStabalkwlionMeasures7 Yes- No --------------------- d. Does the SWPPP Adequately ldentriya Complete. �� [�-------=-------- -- ---- PhoJectPhasing Plan ? Yes No --------'`-______-_---____-- e. Does the SWPPP Indicate Additional Site Specificsitus or Impacted Wakrbody teg.TMDt 3D3(d) t fisted, Impaired Practices that Wiil be Utilized to Protect Water Qualliy? YC e No J f. Has the Applicant Submitte -a Completed DEC Notice "----- - ---- _ Of Intent and SWPPP Acceptance Form for Review F--1 .� nrPe of tmpaeted Waterbody. leg- take, creek 13W. Pond, Sound, Freshwater Wcua,rd_) by the Towmol Southold 7 'Yes No ------------ GSaf�A1l�U.-BLINGH-------------- STATE OF NFW YORK, tSIfK COUNTY OFGi-�sv�Z�--•---•---- SS NO. 01 B`196185050 QUaiifo�efd inst Sl Ufsfolk.CountyTht I, being swon,po� Nme o�aD,saMiM'"Sat h s e s et�ri` far-tt,�� And fhathe/she is the .............. ... »....». tO+;;e �M xg .. ?...00.4......... »........................................... Owner M W Or representative of the Owner or Owners, and is duly authorized W petforrn orhave and to. _ » make and file this applicatiop, that all stateinents contained in this application are Pue to the best of WS knowledge pd belief and that the work will be performed in the manner set forth in the application filed herewith. Sworn to befo me this, _... - ...»....»._ _ days Notary Public:.--- .......... - K--•- SWPPP Assessment FORM: 03-12 ' Appkant ZONED RESIDENCE ROAD AREA OF PLOT Qo SQ. FT. PROP I at FLOOR SQ FT. PROP 2nd FLOOR SQ. FT. PROP "BASEMENT SQ. FT. PROP GARAGE SQ. FT. DATUM ASSc/44,-D RESIDENCE WALL CONFORM THERE IS NO SURFACE WATER WITHIN 200 FEET OF THE PLOT. 0 O N 750 36' 034E FD. 0.2'W. O (V r co O 0 It ii 2 3 FD.0.2'W.-0.1' N. E 03? S 75053' 23" W rd T - NAIL O - PIPE - STAKE ■ - MONUMENT TEST HOLE, LOCATION OF WATER LINES, WELLS, SEPTIC TANKS AND CESSPOOLS NOT GUARANTEED. -UTILITY POLE WELL "o o_ EUGENES - ROAD Name �� '�- FD. " Atldress S E-It—y State Zip Tel.* THE WATER SUPPLY AND SEWAGE DISPOSAL " SYSTEMS FOR THIS RESIDENCE WALL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. co /p�iS_ �- \•\ Applicants Signature ail` O \oq" J 2 8.5' N/F W. TUTHILLB I WELL "o o_ S 2 8 6.00' �� '�- FD. S co /p�iS_ �- \•\ O \oq" 2 8.5' � inLLJ N N v e 24 + �. 0 w rn - �'' ysj v,s F - r LJ 3. '" /,� Z �� co as RE co LL, 2.0' 1 s �; 0 ,A� / w c6 2.0 J W e LL: j Q (f) 02 0 N ,n I I OD CO N O N I �' O� 286.00' I o0 AREA RESERVED FOR POSSIBLE DEDICATION TO TOWN OF SOUTHOLD —1 -+- B.50' 33' YI 1 00�Ni_ y y `O LAND S� LOCA71ON 10-15-79 -CONSTR. LOC. 9-.14-79 1 95.85' 0 J J O F- F - J 100.00' I 2 MAP OF LITTLE NECK PROPERTIES NOV. 30, 1973 MAP NO.6048 GRADE AS D ntm ts.loU' UTA. 8 DIA, TYPICAL PRECAST SEPTIC TANK NO SCALE _3 - ? -GROUND WATER TYPICAL PRECAST LEACHING POOL NO SCALE' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Of SECTION 7209 Of THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT REARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SMALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUOSE- QUENT OWNERS. GUARANTEED TO SUFFOLK COUNTY FEDERAL SAVINGS a LOAN ASSO U S LIFE TITLE INSURANCE CO. MAP OF LAND LOCATED AT EAST CUTCHOGUE TOWN OF SOUTHOLD COUNTY OF SUFFOLK SURVEYED FOR G CENSED LAND Sk EY01 125 ROUTE 25A ROCKY POINT, N.Y. 11778 516-744-2055 �DATE: B-6-79 T S SCALE: I'- 30' MAP NO. 14937 r I 33 , O DUPLEX OUTLET r III z 33 , O DUPLEX OUTLET LEFT ELEVATION � e� � 1/11 = 11-/7111 3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING V 20' E I O I J r^ ui w O 3 to 00 Q v z I 3 BJ 1 APPROVED AS NOTED 1 I_ EXAUST FAN VENTED TO EXTERIOR ® II II NO. 2 DOUGLAS FIR DATE- B. P. r 3 s B. SILLS, PLATES, BLOCKING I 1b I : � _ _3� BY - -1F Y I'-' `'':G DEF Ln 01 ryX \\ 4 X 1 DF"2 I 5_, ; ;t TO 4 30" X 22" ATTIC ACCESS I I STUD GRADE D.F. WINDIT HDR �F 0p, IF�LILL DFM STAB LLQ, urCTI( NS: D. POST t BEAM DECKING UTILITY GRADE Or% NVC "�.EQUIRED / 14" TJI 210,9 24" O.G. (TJI) ( I U 30,119SL OVER I o X F. GLU-LAM BEAMS Fb-2400, DRY ADH. Ozo° Qw a I STRAPPING, ELEi, i RICAL & CAULKING GARAGIE 19' X 34' Ln to m m Iq I 3- INSULATION 4. FINAL- CONSTRUCT""I &ELECTRICAL I I 1 3-6d - TOE NAIL I I cn I II I lX \ I I Lu_ EA_D 12GA IFAGg r -DOOR al 10' I YORK STATE. NOT RESPONSIBLE FOR TOP PL. TO STUDS STUD t0 SOLE PL. \\ DESIGN OR CONSTRUCTION ERRORS. O H 20' • I I i /X\ � i l l FRAMING UNTIL SURVEY J -'OF FOUNDATION LOCATION HAS BEEN APPROVED. - DOUBLE STUDS UPPER FLOOR BIND ROOF PLAN I 3,0 / \ I Ica 9 _ �D I / _,4X12 DF*2 \ I I6d a 16" FACE NAIL v CONTINUOUS HEADER (2 PC-) I6d 0 16" EDGE NAIL (SPAN DEADER FULL WIDTH) p DOUBLE PORTAL FRAME (SEE DETAIL) 3-5d TOE NAIL 3-I6d FACE NAIL \ 1 1 N CLG. JST. TO RAFTER RAFTER TO TOP PL. 3-16d FACE NAIL 2-16d TOE NAIL GONG. SLAB - LESS THAN I" 10d 24" CE NAIL Sd 6"E GE NAI BELOWTHRESHOLD PLY WALL t ROOF SHEATHING 12 2 V %^ 20' TOP PL. AT INTERSECTIONS FOUNDATION AND MAIN FLOOR PLAN - -.•� O 1/411 = 11-01I MULTIPLE JOISTS 10d m 32" W 1 � COMPOSITION ROOF 2 X 6 BARGE RAFTERS 12 1�1--- UPPER FLOOR GARAGE CEILING 1 X 3 TRIM --� 1X4 CORNER TRIM TI -11 SIDING GARAGE FLOOR FRONT ELEVATION 11AII = 11-n1l NQ 20' 12 112 REAR ELEVATION 1/5 11 = 11-011 101 101 RIGHT ELEVATION ROOF LINE 14 16" MIN. 12" MAX. 304 SL J BLIND NAIL NOTCH FOR OUTLO R ad a 8" O.G. _5F4 X 1 D4ROOF SHEATHING 2x4 OUTLOOKERS WIND HDR 124" O.G. (FLAT) ik / I I BARGE RAFTER II I END NAIL Sd a S" O.C. l RAFTER RAFTER � . II GABLE WALL r END NAIL Sd is all O.G. II I , GENERAL NOTES I. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE (2010 EDITION), ANY APPLICABLE STATE CODES OR AMENDMENTS, AND ALL COUNTY OR LOCAL CODES AND REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. 4- DESIGN LOADS: ROOF 20 PSF (LIVE LOAD) FLOOR 40 PSF (LL) ` STAIRS 100 PSF (LL) GARAGE FLOOR 50 PSF (2000" PT.) WIND <_ 120 MPH SEISMIC Dl ( IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER TO DETERMINE THE APPROPRIATE REVISIONS.) 5. INSULATION: PATH 1 ROOF (VAULTED) R-30 ROOF (FLAT) R-38 WALLS (2X6 EXTERIOR) R-21 FLOOR (OVER UNHEATED SPACE) R-25 6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE INCREASED IF DESIRED. VERIFY WITH CONTRACTOR -1. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. 8. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS 9. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE ATTIC AREA BEING VENTILATED. FOUNDATION NOTES L FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. 2. SOIL BEARING PRESSURE ASSUMED TO BE MOO PSF. 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 135%. 4. CONCRETE: -BASEMENT WALLS e FOUNDATIONS NOT EXPOSED TO WEATHER: 2,500 PSI -BASEMENT t INTERIOR SLABS ON GRADE : 2,500 PSI -BASEMENT WALLS t FOUNDATIONS EXPOSED t0 THE WEATHER : 3,0001-51 -PORCHES, STEPS < CARPORT SLABS EXPOSED TO WEATHER: 3,500 PSI (AS PER I.R.G. TABLE 84022) 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA. WAY. - 6. CONCRETE SIDEWALKS TO HAVE 3/4 IN. TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. l- REINFORCING STEEL TO BE A-615 GRADE 40. WELDED WIRE MESH TO BE A-185. 8- ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55" ROLL ROOFING. S. FOOTING TO BE CONTINUOUS ACROSS OPENINGS W/ REBAR (SEE TYPICAL WALL DETAIL) 10. ALL HOLD DOWN HARDWARE MUST BE SECURED N PLACE PRIOR TO FOUNDATION INSPECTION. (w . C4< w _ Oil � I SCUD __1I I 'SIMPSON' A23 ,s 32" O.C. 12/12 I I 12/12 1 • XII � k SII I I, xGA5LE ENDTAI IIm II I ( occup AN1�' OR AT 61-011 O.C. 7 .�-- `� � � 1S U NI.A W Fu 1. st 'Al iTH01, T C -ER r�FIC,A'i 19' X11 4' I 7 CSC JMNC.Y E ECTRICAL LEGEND III z 33 .1 � O DUPLEX OUTLET L 41 � e� � C 3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING V L E I O o r^ ui w O 3 to 00 Q v z I 3 N I APPROVED AS NOTED (w . C4< w _ Oil � I SCUD __1I I 'SIMPSON' A23 ,s 32" O.C. 12/12 I I 12/12 1 • XII � k SII I I, xGA5LE ENDTAI IIm II I ( occup AN1�' OR AT 61-011 O.C. 7 .�-- `� � � 1S U NI.A W Fu 1. st 'Al iTH01, T C -ER r�FIC,A'i 19' X11 4' I 7 CSC JMNC.Y E ECTRICAL LEGEND rj III z 33 SWITCH, 3 -WAY DUPLEX OUTLET I 220 VOLT OUTLET � W FLUORESCENT FIXTURE 3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING I2 1 RAST Sr -6 24" O.G. (802) I PARALLEL TO JOISTS. I I OVER 4' FLUORESCENT FIXTURE 4. PROVIDE FIREBLOCKING, DRAFTSTOPS t FIRESTOPS AS PER THE I.RC. (8302.11 AND 302.12) STANDARD INCANDESCENT z I II SERVICE PANEL I APPROVED AS NOTED ,�Q `9 EXAUST FAN VENTED TO EXTERIOR ® II II NO. 2 DOUGLAS FIR DATE- B. P. r 3 s B. SILLS, PLATES, BLOCKING I 1b I : � _ _3� BY - -1F Y I'-' `'':G DEF • ARTMENT AT BRIDGING ETC. 4 X 1 DF"2 I 5_, ; ;t TO 4 , M FOR THE C. STUDS STUD GRADE D.F. WINDIT HDR LLQ, urCTI( NS: D. POST t BEAM DECKING UTILITY GRADE Or% NVC "�.EQUIRED E. PLYWOOD SHEATHING 30,119SL \,J 1-0R PUL,'-•= z. ROUGH - FRS % ',.. �•4EING, F. GLU-LAM BEAMS Fb-2400, DRY ADH. I STRAPPING, ELEi, i RICAL & CAULKING 6. NAILING SCHEDULE: Iq 3- INSULATION 4. FINAL- CONSTRUCT""I &ELECTRICAL JOIST TO SILL OR GIRDER 3-6d - TOE NAIL MUST BE COMPLETE r ,= 0 BRIDGING TO JOIST 2-Sd TOE NAIL ALL CONSTRUCTION SHALL %1 cT THE 2 SUBFLOOR TO GIRDER 2-I6d BLIND E FACE REQUIREMENTS OF THE CCUES OF NEW I' 10' 10' YORK STATE. NOT RESPONSIBLE FOR TOP PL. TO STUDS STUD t0 SOLE PL. 2-I6d END NAIL 3-5d TOE NAIL DESIGN OR CONSTRUCTION ERRORS. O H 20' 2-16d TOE NAIL 3-10d FACE NAIL TYP. :.., DO NOT PROCEED WITH FRAMING UNTIL SURVEY 3-Sd TOE NAIL -'OF FOUNDATION LOCATION HAS BEEN APPROVED. - DOUBLE STUDS UPPER FLOOR BIND ROOF PLAN - 1/1411 - 11 /7111 rj SWITCH, SINGLE POLE 33 SWITCH, 3 -WAY DUPLEX OUTLET 0 220 VOLT OUTLET W FLUORESCENT FIXTURE 3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING PARALLEL TO JOISTS. 4' FLUORESCENT FIXTURE 4. PROVIDE FIREBLOCKING, DRAFTSTOPS t FIRESTOPS AS PER THE I.RC. (8302.11 AND 302.12) STANDARD INCANDESCENT z RECESSED INCANDESCENT SERVICE PANEL SMOKE DETECTOR ,�Q `9 EXAUST FAN VENTED TO EXTERIOR ® CADET HEATER RETAIN STORM WATER RUNOFF MIX0 rRICAL PURSUANT TO CHAPTER 236 1NSRE r uuj,,, .n�� p OF THE TOWN CODE. FRAMING NOTES ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS TO HAVE 4 X 8 HEADERS UNLESS OTHERWISE INDICATED. MULTIPLE JOISTS COVER 3) 1/2 DIA. BOL •/ $ EA. SIDE a 2 G fpr Z0 - 1 X 6 SPACED SHEATHING 2-Sd..Lp725 P� \ I- MANUFACTURED TRUSS JOISTS MAY BE SUBSTITU A SS�O v! _ 2 X JOISTS WHERE APPLICABLE. (y THE CONTRACTORS ARE TO CHECK AND VERIFY ACCURACY AND SITE CONDITIONS BEFORE START OF CONSTRUCTION. THE BUYER AGREES THAT CAD - NORTNU.EST HAS NO LIABILITY FOR COSTS OR CHA93ES RESULTING FROM DESIGN ERRORS OR OMISSIONS. t WRITTEN DIMENSIONS SHALL ALWAYS TAKE Of PRECEDENCE OVER SCALED DIMENSIONS. COPYRIGHT 2013 BY CAD NORTHWEST, ALL RIGHTS RESERVED 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV. 3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING PARALLEL TO JOISTS. - 4. PROVIDE FIREBLOCKING, DRAFTSTOPS t FIRESTOPS AS PER THE I.RC. (8302.11 AND 302.12) z S. LUMBER SPECIES: A. POSTS, BEAMS, HEADERS JOISTS AND RAFTERS NO. 2 DOUGLAS FIR B. SILLS, PLATES, BLOCKING NO. 3 DOUGLAS FIR BRIDGING ETC. C. STUDS STUD GRADE D.F. D. POST t BEAM DECKING UTILITY GRADE Or% jt E. PLYWOOD SHEATHING 1/2" COX PLY, 32/16 \,J F. GLU-LAM BEAMS Fb-2400, DRY ADH. 6. NAILING SCHEDULE: Iq JOIST TO SILL OR GIRDER 3-6d - TOE NAIL BRIDGING TO JOIST 2-Sd TOE NAIL 2 SUBFLOOR TO GIRDER 2-I6d BLIND E FACE SOLE PL. TO JOIST I6d Is 16" FACE NAIL TOP PL. TO STUDS STUD t0 SOLE PL. 2-I6d END NAIL 3-5d TOE NAIL COLLAR TIE RAFTER 2-16d TOE NAIL 3-10d FACE NAIL O BLOCKING BETWEEN JOISTS OR RAFTERS t0 TOP PLATE 3-Sd TOE NAIL (Y� DOUBLE STUDS 10d a 24" FACE NAIL DOUBLE TOP PL. I6d a 16" FACE NAIL v CONTINUOUS HEADER (2 PC-) I6d 0 16" EDGE NAIL CLG. JST. TO PL. CLG. JST. LAP OVER PL. 3-5d TOE NAIL 3-I6d FACE NAIL O w CLG. JST. TO RAFTER RAFTER TO TOP PL. 3-16d FACE NAIL 2-16d TOE NAIL - BUILT-UP COMER STUDS PLYWOOD SUBFLOOR 10d 24" CE NAIL Sd 6"E GE NAI �-- PLY WALL t ROOF SHEATHING ad 12" IN ad 6" E EW y V %^ TOP PL. AT INTERSECTIONS ad 12" I EERY 2-16d . O � -.•� O MULTIPLE JOISTS 10d m 32" W oG EA. LAYER (UP TO 3) w MULTIPLE JOISTS COVER 3) 1/2 DIA. BOL •/ $ EA. SIDE a 2 G fpr Z0 - 1 X 6 SPACED SHEATHING 2-Sd..Lp725 P� \ I- MANUFACTURED TRUSS JOISTS MAY BE SUBSTITU A SS�O v! _ 2 X JOISTS WHERE APPLICABLE. (y THE CONTRACTORS ARE TO CHECK AND VERIFY ACCURACY AND SITE CONDITIONS BEFORE START OF CONSTRUCTION. THE BUYER AGREES THAT CAD - NORTNU.EST HAS NO LIABILITY FOR COSTS OR CHA93ES RESULTING FROM DESIGN ERRORS OR OMISSIONS. t WRITTEN DIMENSIONS SHALL ALWAYS TAKE Of PRECEDENCE OVER SCALED DIMENSIONS. COPYRIGHT 2013 BY CAD NORTHWEST, ALL RIGHTS RESERVED -t - A; r' I 24" V MIN. TO 18' MAX. coMPOsltloN Root= 300 FELT ON MIN_ PANEL WIDTH 1/2" COX SHEATHING ON / RAFTERS W/ SIMPSON LSTA24 STRAP: FULL HEIGHT (CONTINUOUS BETWEEN TOP 1/2" GYP' (OPTIONAL)W/ 18 10d NAILS (I PER SIDE, 2 TOTAL) AND BOTTOM PLATES) 3/8" CC X PLYWD SHEAR PANEL W/ (2) ROUJS Sd NAILS GARAGE DOOR HEADER (CONTINUOUS) 3" O.G. AT EDGES AND AND ALL FRAMING 4 X 12 MfNIMUM (SEE FLOOR PLAN) MEMBERS. 3/4' PLYUJOOD "SIMPSON" H25 SEISMIC CLIPS - TJI 0SEE PLAN) W/ OPT. R-38 INSULATION 1/2" GYPSUM BD. CEILING 2 X SOLID BLKCs. W/ 2 X 12 VENTS • 6 -0NAILED W/ Sd a 6" O.G.G.I. GUTTER ON 2 X 6 FASCIA 4" X 14" LVL RIM BOARD SIDING (SEE ELEVATION) SINGLE PLATE FASTEN TO HEADER 15• BLDG PAPER (OR TYVEIV W/(2) ROWS 16d 9 3" O.C,1/2" COX PLYWOOD SHEATHING2 X 6 STUDS 0 16" O.C. W/ R-21 INSULATION (OPTIONAL) 4 X 4 '1 D.F.w/ 1/2■GYP. (oPtIONAL) PANEL SPLICE PANEL EDGES SHALL 4 BE BLOCKED AND OCCUR WITHIN 24" OF (2) 2 X 6 BASE PLATE ON MID -HEIGHT. NAIL W/ TREATED 2 X ro SILL Sd A 3" O.C. DIRT FLOOR W/ 5/54 X 12" AB AND 3"X3"Xl/4" WASHER SIMPSON STWD14 W/ (38) Irod 2 X6 PT. MUDSILL WITH INSTALL AS PER MANUFACTURER1/2" DIA. A.B. * 48" O.C. (MIN. OF 2 P1=R SILL AND WITHIN 12" OF ANY CORNER) -Z• SLOPE `''ol (1) "4 BAR CONT. HORIZONTALMIN. 12" X 8" THICKENED SLAB ATDOOR NN \\ \•4 REBAR VERT.a 48" OG. 717(4)•4REBAR(C,ONT.) 2"MIN. f•:C L?I D�A. PERFORATEDODRAIN ,LE TYP ERE RE D 3 CLR MIN. 15" X S" FTG. W/ (2) "4 BARS CONT. HORIZONTAL a 12" O.C. 1z" 4 DOWELS W/ 6" LECx (4 PL.) W/ 15" MIN. SPLICE. EXTEND MIN. 10'-0" BEYOND PORTAL FRAME. ANDARD S" FOUNDATION WALL �'��'IC��.. !�>�� S�C�ION � 10'-0" MIN. LENGTH BEYOND PORTAL FRAME. NOT TO SCALE PF1� PORTAL FRAME WITH HOLD DOWNS (DOU5LE PORTAL I=R4MI=) 8602.1033 IRC 2010&.-- FTER RrA��P��SIITINBEEP NDBRACEWALL PANEL CONSTRUCTEAER010'(HSP) 2-3/8" ENDBRACE PANEL SHEATHING MIN. T1-11, 3/8 PLYWOOD % DISTANCEONE SIDE NAIL W/ 8d a 6" O.G. ON THE EDGES AND 8d a 12" O.C. IN THE FIELD. PROVID E PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.PROVIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SWEETS.PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL. 10' 10'0.I LSTA18 OR EQUAL 48" O.C. 1-3/4X16 LVL RIDGE (10) 16d NAILS EACH RAFTSCOLLAR CONN C 12 am —12 121 OG 2X6 LL R TIE 112 STORAGE3/4" PLYWD.14" TJI 210 e 24" O.C. (TJI) 1/2" GYP.R-38 INSULATION TYP. �73 ��EXN DIRT FLOOR d6 X 12 SECTIOi I1/`tll11_011 6X12 Q� SIMPSON ' LSTA DETAIL NOT TO SCALE RIM J015T SIMPSON' H2.5 DETAIL CORNER INSTALL,4tION StNp DETAIL 0 AAV"LJ/1C 9%^l 'ra, TOP PLATIE V IIEW 1. JOINTS SHALL FALL ON A BEARING STUD. 2. JOINTS SHALL BE OFFSET W/ A SPACING NO LESS THEN 24" O.C. TYPICAL -CORNER DETAIL NOT TO SCALE I. ROUGH OPENINGS SHOULD BE FRAMED 2" CAP PLATE GREATER THAN ACTUAL DIMENSIONS TOP PLATE TOP KING STUD CRIPPLE HEADER OVER WINDOW (SEE PLAN FOR SIZE) OPENING TRIMMER IL SILL BOTTOM CRIPPLE FOUNDATION SOLE PLATE PT. PLATE TYPICAL WINDOW FRAMING_, N.T.S. NOT TO SCALE CAP PLATE TOP PLATE HEADER OVER DOORWAY (SEE PLAN FOR SIZE) CRIPPLE SIMPSON STHD 42) HOLDDOWN (SEE PLAN FOR SIZE)P.T. Ucz SOLE PLATE P.T. SOLE PLATE _• 12" MIN. REBAR LENGTH o 12" MIN30" MIN. ' ' REBAR LENGTH REBAR LENGTHFOUNDATION 3Ncp TRIMMER (l)w (- FOUNDATION - -- - ---- --- - SIDS INSTALLATION CD 1-1/2" MIN. FROM CORNER CORNER INSTALL,4tION StNp DETAIL 0 AAV"LJ/1C 9%^l 'ra, TOP PLATIE V IIEW 1. JOINTS SHALL FALL ON A BEARING STUD. 2. JOINTS SHALL BE OFFSET W/ A SPACING NO LESS THEN 24" O.C. TYPICAL -CORNER DETAIL NOT TO SCALE I. ROUGH OPENINGS SHOULD BE FRAMED 2" CAP PLATE GREATER THAN ACTUAL DIMENSIONS TOP PLATE TOP KING STUD CRIPPLE HEADER OVER WINDOW (SEE PLAN FOR SIZE) OPENING TRIMMER IL SILL BOTTOM CRIPPLE FOUNDATION SOLE PLATE PT. PLATE TYPICAL WINDOW FRAMING_, N.T.S. NOT TO SCALE CAP PLATE TOP PLATE HEADER OVER DOORWAY (SEE PLAN FOR SIZE) CRIPPLE I 42) J.1--.w Ucz z 0KING �N 3Ncp TRIMMER (l)w (- TREATED PLATEFOUNDATIONw - -- - ---- --- - CD ON TE SLABFOUNDATION NEW1. O f ROUGH OPENINGS SHOULD BE FRAMEDoGREATER Z THAN THE ACTUAL HEIGHTTHE DOOR AND 2" MORE THAN THE WI OF THE DOOR 0DOOR FRAMING- DETN.T.S.THE CONTRACTORS ARE TO CHECK AND VERIFY�� ACCURACY AND SITE CONDITIONS BEFORE STARTOF CONSTRUCTION. TWE f%YER AGREES THAT CAD NORn-VEST HAS NO LIABILITY FOR COSTS OR CNA(�ES RESULTW_x FROM DESIGN ERRORS OR OMISSIONS. WRITTEN DIMENSIONS SHALL ALWAYS TAKEOPRECEDENCE 2 r 2 N, QCL COPYRIGHT 2013 BY CAD NORTHWEST, ALL RIGHTS RESERVED Lo I J.1--.w z 0KING STUD(1) TRIMMER (l)w TREATED PLATEFOUNDATIONw - -- - ---- --- - ON TE SLABFOUNDATION NEW1. f ROUGH OPENINGS SHOULD BE FRAMEDoGREATER THAN THE ACTUAL HEIGHTTHE DOOR AND 2" MORE THAN THE WI OF THE DOOR 0DOOR FRAMING- DETN.T.S.THE CONTRACTORS ARE TO CHECK AND VERIFY�� ACCURACY AND SITE CONDITIONS BEFORE STARTOF CONSTRUCTION. TWE f%YER AGREES THAT CAD NORn-VEST HAS NO LIABILITY FOR COSTS OR CNA(�ES RESULTW_x FROM DESIGN ERRORS OR OMISSIONS. WRITTEN DIMENSIONS SHALL ALWAYS TAKEOPRECEDENCE 2 r 2 OVER SCALED DIMEN51ONS. COPYRIGHT 2013 BY CAD NORTHWEST, ALL RIGHTS RESERVED - -- - ---- --- -