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HomeMy WebLinkAbout43024-Z Of souryolo Town of Southold * * P.O. Box 1179 G " 53095 Main Rd Ulm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46212 Date: 06/03/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 6645 Great Peconic Bay Blvd Laurel, NY 11948 Sec/Block/Lot: 126.-10-20 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/10/2018 Pursuant to which Building Permit No. 43024 and dated: 09/10/2018 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 garage as applied for. The certificate is issued to: Gregory Olsen, Olsen Jr GP Special Needs Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 43024 9/14/2018 PLUMBERS CERTIFICATION: utho ' e Si ature �o,,�ofsaup TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43024 Date: 09/10/2018 Permission is hereby granted to: Renewal Date: 05/29/2025 Gregory Olsen PO BOX 158 Laurel, NY 11948 To: Construct a 15'X 34' accessory one car garage as applied for. Replaces BP#39486 Premises Located at: 6645 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 126.-10-20 Pursuant to application dated 09/10/2018 and approved by the Building Inspector. To expire on 05/29/2027. Contractors: Fees: Renewal Fee $152.00 Total 152 Building Inspector �gaFFn�,r� TOWN OF SOUTHOLD ��® G BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON'THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED). Permit#: 43024 Date: 9/10/2018 Permission is hereby granted to: Olsen, Gregory PO BOX 158 Laurel, NY 11948 To: Construct a 15' X 34' accessory one car garage as applied for. Replaces BP# 39486 At premises located at: . 6645 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-20 Pursuant to application dated 9/10/2018 and approved by the Building Inspector. To expire on 3/11/2020. Fees: PERMIT RENEWAL $152.00 Total: $152.00 Buil or �SOFFnt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39486 Date: 1/12/2015 Permission .is hereby granted to: Olsen, Gregory & Olsen, Darlene PO BOX 158 Laurel,.NY 11948 To: construct a 15' X 34' accessory one car garage as applied for At premises located at: 6645 Great Peconic Bay Blvd, Laurel SCTM#473889 Sec/Block/Lot# 126.-10-20 Pursuant to application dated 1/2/2015 and approved by the Building Inspector. To expire on 7/13/2016. Fees: ACCESSORY $304.00 CO -ACCESSORY BUILDING $50.00 Total: $354.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of'Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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. New Construction: Old orPre-existing Building: (check one) Location of Property: G G 5- p�c���� ►3 �¢Y /,� vcQ House No. Street Hamlet Owner or Owners of Property: �'S G c�A 7 d` 'Jc2 r leme 01 S G Al Suffolk County Tax Map No 1000, Section r A G Block to Lot a O Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ff", Signature o�tpF SOUr�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 Oly� Sao roper.richertl'ab-town.southold.ny.us 4um BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gregory Olsen Address: 6645 Great Peconic Bay Blvd City: Laurel St: New York Zip: 11948 Building Permit#: 43024 Section: 126 Block: 10 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "DETACHED GARAGE" Notes: Inspector Signature: Date: September 14 2018 81-Cert Electrical Compliance Form.xls pf SO�I�,o cOUNi`1,� TO W,OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE - 1r____ INSPECTOR OF SO�ryo�o cou TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION - [ ] FOUN TION 1 ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ 'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ! " ` INSPECTOR - �o�aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. �o 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � INSPECTORY ho��OF SO//Tyo� . TOWN OF-SOUTHOLD :BUILDING DEPT. courm,�'�''� 631-765-1802 o�� 1111S�PECTION [. ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] ULATION/C/A��,ULKING [ ] FRAMING /STRAPPING [ FINAL & ( (O"ems [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ]_ FIRE RESISTANT CONSTRUCTION •[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: _ lop% DATE Y5 INSPECTOR r; r r o ° • � � r r r. f PEI cbDF. - - - rr e 1� !1jjg,jjljjlja t MI BrInEr ORION UMWA, 4 r .Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT. :Do..yotl have`or'rieed the following,,before applying? TOWN HALL Boaid of Health SOUTHOLD,NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 ;Blanning:Roard'approval FAX: (631) 765-9502 Survey SoutholdTown:NorthFork.net PERMIT NO. q 'Check, ;'.f: `; Septic Form N.Y.S.D.E.C. . . Trustees Flood Permit- Examined, t 20� ` ' � ii V Storm Water Assessment Form on tact. Fnp >... , ,t..,3 ;. .. .. Approved 20 Mail to: Disapproved a/c ;=; ,R :�. :_'.t r BLDG. DFP Phone:&, TOa! Pl OF SOUIHQ DO Expiration V ��20 �, F ,. .Bu�lding>Inspector JAN - 2 2015 I. LICATION FOR BUILDING PERMIT BLDG G."TT, TOVViV OF .. UTHOLD 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 tochednle;. b. Plot' lan showing Iocation 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 cotnirienced before'issuance of Building Permit. a i d. Upon approval of this application,,the Building Inspector willissue.a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspeetionthrougfiotitthe 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>w thin.l8 months from_such.d`afe:=If,no zoning amendments'orother regtxlations'affecting the property have been enacted in,thedi terim the Building Inspector;may authorize, in writing,the extension of the permit for dfi addition six months. Thereafter,,a new permit shall be required,r, �. =; ; rJ .__ i �...,__._.�._.__....r _a.._..._.._. _.__ .._._,.. ._. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance:af the Town of Southold {Su folk;Goulnty, Ie r,York, and other ap,Icable,.Lav�s, Ordinances or , Regulations,for the construction of buildings, additions, or alterations or for rernoval,or"demolition-as herein'described;,The z•� :, , applicant agrees to comply with all applicable laws,,6rdinancess',b";uilding code;housing code,,and�regulations, and ' admfit authorized inspectors on premises and in building for necessary inspections j (Sigiiafure o applicant or name' a corporation) " (Mai ing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, efecttician,'plumber br build'er Name of owner of premises cp—d-i-i (,t;ti e n e, f (As on the tax roll or latest deed) If applicant is a corporation; signature of duly authorized offcer (Name and title of corporate officer) Builders License No: Plumber&LicenseNo'. Electricians"License-No. - ' t, Other Trade's License No. 1. Location of land which proposed work will bejane. -IV 1194F , House'Number Street Hamlet County Tax Map No. 1000 Section `off Block �Q Lot Subdivision 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 Gosc o-CL'? * S-61 rC4e, b. Intended use!and occupancy eg0,r'0_g0_ 4 3. Nature of work(check which-applicable):New Building .„: ; zAdditi'on Alteration Repair Removal r'•�' Demolition Other Work �1 (Description) 4. Estimated Cost I 61A� �U 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. 7. Dimensions of existing structures, if any: Front r r �J Rear o�� Depth • 3 Height Number of Stories ' t Dimensions of same structure with alteratiorn"s-or'atldi-ions:�Front /� 6�� Rear Depth 34 �Q� Height /7/ /0 /� Number of Stories ' 'r 7 ' 8. Dimensions of entire.new construction: Front 1c Rear /,S Q Depth Height jNumber of Stories ? 9. Size of lot: Front �D© Rear /©Q Depth c2,T6 10. Date of Purchase Name of Forme"r'Owner '1 11. Zone or use district in which premises are situated 12. Does ro•osed construction violate'ari zoniii " law ordinance;or"re ulat'ori? Y)✓5.;.�/ NO :. proposed Y g . :,s. r g . .i 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES ,NO 14. Names.of•Owner:of premises, ,:' c r^. ocS ddress.:I ;,Q,: ti/ s,,:. �Phone No. . -!. -SIB'' Name of Architect 0 keXV Address• Phone No /:- Name of Contractor Address" j "� ny w;.Po No.� 1 29 - 6 C' 15 a. Is this'property withirn','100'feet ofa tidal,%t66 d'or&fresliwate'r wetlalz d?,*YES" 'NO- * IF YES; SOUTHOLD TOWN'TRUSTEES`&D E`C PERMITS MAY BE REQUIRED.'. �: -��•*'{ sr ,� rife° ,� b. Is thins property'within 300 feet of a tidal'wetland? YES _NO * IF YES, D.E.C. PERMITS MAY BE REQUIREb. 16. Provide survey,to;scale; with accurate fouridation 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: CO Y OF Sal% Leing duly sworn, dpposes and says that(s)he is the applicant (Name of individual signing contract1b6ove named, CONNIE D.BUNCH S He is the 'I(J 4�� Notary Public,State of New York ( ) Cam er � �1_n No.OIBUS185050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file'"this"application;' pp _ knowledge and belief; and that.the work will.'be that all statements contained in this application are true to the best of his performed in the manner set forth in the application filed therewith. , wo to before me thi day of 200 Notary Public Signature of App scant 14 _. ; SO�jly�! Town Hall Annex O one( L�V5 54375 Main Road P.O.Box 1179 G Q ro er rt own.son .0 Southold,NY 11971-0959 0 �yCpUMy,� SEP - 7 2018 BUILDING DEPARTMENT UfTMDING DEFT. J TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: I. Name: �. License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: G Xr:- Cro/z1( pfl. U!SG I *Address: 66 4(S` *Cross Street: Z a A-/ *Phone No.: 63/ -c2 01 ce(() 63j ~d3 6- 6 aya_ Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) C' rcy; 10ame-( GrA trCAC e- (JJi rz i 0.v1 eX C�u I e�5 — G� 6�t�1�5 c�v►t,� U{n cJQ eft /z v:J, 5 2 r u i G-e f-xot-4 40')4 e its cc c^� (Please Circle All That Apply) Is job ready for inspection: YE NO. Rough In Final *Do•you need a Temp Certificate: YES/ NO o Temp Information(it needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect' Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form �/'� ryy Scott A. Russell -FFQ �� S`7[-'ORIAWA�C')E)E� SUPERVISOR I\VJ(A\IAA\{G]EM1E NT SOUTHOLD TOWN HALL-P.O_Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 tlj . Town of,Sloutho ld CHAPTER 236 - STORIvIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TMS IPRojECr INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes 'Nb ElM A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square.feet of ground surface. El El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1 xc4 feet vertical rise to Q®_C_Sihc_pm Ira lon_on o 100 feet of horizontal distance. FIE] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0. E. Site preparation within the one floodplain as depicted on FIRM Map of any watercourse. i; El HL F. Installation of new or resurfaced impervious surfaces of 1,000 square t. feet or more, unless prior approval of a Stormwater Management i Control Plan was received by the Town and the proposal includes in-kind replacement of.impervious surfaces. _. __._....-. . If you answered NO to all of the questions above,STOP•! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Aepartment with your Building Permit Application. APPLICANT: t'Prooert Owner,Design Professional,Agent,Contractor,Other] S.C.T.M. 1 i�� hale Y g Didricl NAME oaY 6' d(sG-1) rah ro ao a� aa�3 ;h.;) � Section Eilock Lot ",°,.' Q f:>";•FOR.l?UiLI;{\ta D17P A Ps 1'h1Et`T USE ON Contact In(ormatior. e G 1 7 Reviewed By: _.__..._ Date: E[oop.erty Address/ Location of Construction Work: - — - - - -- - - -- - -- - - - -' - G // pe��,n L i�L( /� �UU ' Approved for processing Building Permit. r (9 Storrs:water Nl.�t:a;etru:nt�onirol ,Plan No, Required, I� nn Ce,V r e 1 ❑ Storwaier vlara;;entent C•ontro!Plan,is Required, _._ ..._..... ____ .............----_ _ _--- --- - -- - {rorward to f ngut^ersii l:epr:r:,::ie1 far Review.; l-'Cikili < . ���cC.€>._ ;r.:.'`> 1l}AY 2014 , y Haw S- 6 h ' We recommend that our $ ="4 ital?ty Hai'TZeHeatI�-.k'�JDC".-i Cc!S. products be'installed'and serviced.by professionals who a are},00tifidd in the U.S.'by-NFI (National Fireplace Institute).- ^►stl�tt� �'_ t , v�nnrw nficert�f�ed.org ' A- V• 4 �:. �� V Pho enix` Non c Wood w Stove -• a s .46 l v OWNER'S MNUAI, _ v. .: INSTALLATION AND OPERATING- INSTRUCTIONS " PLEASE READ THIS-ENTIRE OWNER'S'�VIANUAL BEFORE YOU INSTALL,AND USE , 4 ::. YOUR NEW PHOENIX WOOD STOVE. To reduce the risk-,of fire,follow the installation instructions: Failure to follow these instructions may result in property damage, bodily injury,or even death: -. h CONTACT LOCAL AUTHORITIES HAVING JURISDICTION(BUILDING DEPARTMENT'or FIRE OFFICIALS)ABOUT PEkM!TS-REQMRED, s RESTRICTIONS AND INSTALLATION INSPECTION IN YOUR AREA. SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE! w3. Warnock Hersey ...ur P E - -oZ 7 77 C � Us Phoenix Model#8612 - " w Manual#640040413A Revised 03-25-05 SAFETY LABEL 4.50 0.125 . 00a 155 CONTACT YOUR LOCAL BUILDING FFICiALS ABOUT RESTjUarIONs - ANI_INSTALLATION INSt+ECTIONIN YOUR AREA Listal Room!looter,Solid Fud Type Also Suitable for Mobile flame Installation Pursuanttu(UM)84IIUD Manufactured by. i Wnmock Horsey Hearthstone I ck Testing R O.Box 1069 �® Serviervi ces NA,Inc. MuninvilloVTO5661 i "PREVENTIfOUSE FIRES" S ERIA L N O. - MODEL NAME: Install in accordance with manufacturci s PHOENIX-8G12 installation instructions and your local building codes. TESTED TO:UL 1482,ULC S627. CAUTION: Special methods arc required TYPE OF FUEL:Solid Wood Only when passing chimney through a wall or ceiling, refer 10 installation instructions or local building codas. Do not connect this unit WARNINGS: to a chimney Hue serving another appliance. Do not operate with doors open. NOTE: Replace glass only CERAMIC III with Smm Do not obstruct space under heater. or NEOCERAM lit glass. WARNING:(MOBILE HOME)Anoutside air Do not use grate or elevate lire- 7a00 inlet must be provided for combustion and be build wood fire directly on hearth. I 00 unrestricted while unit is in use. �.�� Do not overtire. If heater or InspectandClean Chimney Frequently-Under chimney connector glows,you are Certain Conditions Or Use,Creosote Buildup overfiring. May Occur Rapidly. BACKW ALL Minimum Clearances to Combustible Materials(to inches)* A-25'-(635mm) B-20'-( ) When installed on a cbmbustible.Bocr,non- SlOmm combustible floor protection is required to cover the area beneath the heater,and utmd IFE C-21'-(535mm) atIcstI6'tc the front and 8'tothesideaand back. •Rcfer to the Installation manual for additional Clearance information,Installation Instructions,and Operating Instructions. VENT REQUIREMENTS: 6inch diameter,single walk minimum 24 MSG black or25 MSG blue steelconneetorwilhlist factory-built Type HT chimney or masonry chimney, ed OPTIONAL COMP ON£NTS: Rear Heat Shield Pact# 5930-200o OutaideairKh Part# 5950.016 U.S.ENVIRONMENTAL PROTECTION AGENCY Certified to comply with July 1,1990 particulate emissions standards. ormanu 1999 2000 2001 laa Peb Mate Apr M y JuauJul Aaa Sap'O' Dre no DO NOT REMOYEOR COVER THIS LABEL V st.arnuae lta*-6" 2.25 Hearthstone Qealiry•/lane firming Products Irrc E " 30 Phoenix Model 8612 GARAGE REPLACE OLSEN KESIDENr%.� E LAUREL , TOWN Of 5OUTHOLD 5Uf fOLI� COUNTY NEW YOPN,,K GENERAL NOTES 51TE PLAN XALE: 1 " = 30' L15T Of DRAWING5 1 . CONTRACTOR SHALL. VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING All WORK AND OBTAIN ALL. DIMEN51ON5 TO A-0 TITLE SHEET �, NOTES NAILING 5CH EDU LE INSURE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL A- I PLANS, ELEVATIONS * SECTION CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE WORK. (A5 PER 2001 WFCM TAB[E 3. 1) 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. \X// CODE ANALY515 COMMON NAILS BOX NAILS 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR 5HDWN, ON THE DRAWINGS. ® � R 0 0 F E RAM I N G TH15 5HA1 L NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE �; O OCCUPANCY: MORE STRINGENT THAN THE CODE REQUIREMENT5 OR BECAUSE THEY ARE NOT 5PECIFICAL.L.Y REQUIRED BY CODE. /1,,J ® Re,)ldent!al Garage RAFTER To TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - 1od PER RAFTER �?. CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE rym�o !�� REFERENCE STANDARDS: CEILING JOIST TO TOP PLATE (TOE-NAILED) (TABLE 3 ILA) 3 -8d 3 - I Od PER J015T BUILDING DEPARTMENTS ETC. CERTIFICATE OF OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN RELEASES �v \O Residential Code of New York State SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. �o {GO Wood Frame Construction Manual AF t PA CEIt ING JOIST TO PAKAIIEL RAFTER(FACE-NAILED) (HEEL JOINT) 1 G" O.C. RAFTER 3:12 10- I Gd 10-40d 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHAL L. BE REPORTED, IN WRITING TO THE ARCHITECT FOR C1 ARIFICATION. SLOPE: 5:12 G - I Gd G -40d:12 8- I Gd 8-40d (TABLE 3.9A) 5 EACH I AP G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, e�01� DESIGN LOADS: SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE, 7:12 5 I Gd 5 -4od Attics: 20 psf 9:1 2 AND GREATER 4- 1 Gd 4-40d 7. CONTRACTOR 5HAL L PROVIDE AL L THE NECE55ARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS N Rooms other than Sleeping ROOMS: 40 psf REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. Stairs: 40 psf CEILING JOIST LAf S OVER PAKTITION (FACE-NAILED) O o. Handrails: 200# RAFTER SLOPE: 3:1 2 10- I Gd 10-40d 8. REPAIR ALL DAMAGES TO EXISTING BUILDINGS * 51TE INCURRED DURING COURSE OF CONSTRUCTION. REPAIR MATERIALS, Roof: 20 f round snow load (TABLE 3.9A) 4:12 8- 1 Gd 8- 40d WORKMANSHIP AND FINISH SHALL MATCH EXISTING ADJACENT UNL E55 OTHERWISE DIRECTED BY OWNER. .��� R S p` g 5:12 G - I Gd 6 40d EACH LAP ` Basic Wind Speed: 1 20 mph 7:1 2 5 1 Gd 5 -40d �j�Qo �4j E Up11ft: 18. I# 9:1 2 AND GREATER 4- 1 Gd 4-40d CONCRETE 1.� Dead Loads: 10 psf 1 . ALL CONCRETE 5HAL1. BE STONE CONCRETE AND SHALL. DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51 COLLAR TIE TO RAFTER(FACE-NAILED) UNL.E55 OTHERWISE NOTED. CONCRETE EXPOSED TO WEATHER 5HAL L BE AIR ENTRAINED. �� O KAFTER 51.OPE: 3:12 3 - 1 Od 3- 1 Od !�, �C % s DEFLECTION LIMITS: 1 2 2 - I Od 2 - I Od (TABLE 3.GA) 4. 2. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, 5HAL1 CONFORM TO THE REQUIREMENTS OF THE LATEST ACI �� P ¢ ' 5:12 2 - IOd PER TIE BUILDINGS CODE, ACI 3 18, AND MANUAL.ACI 3 15. Rafters with no ceiling attached: L/ 180 2 - I Od Floors: L/ 3GO � Q 'P G:12 AND GREATER 2 - IOd 2 - IOd CARPENTRY R/� ���� �� 9d''a0� BLOCKING TO KAFTEK(TOE-NAILED) 2 -8d 2 - IOd EACH END I . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. / -���{�(J� TABU LATI ON5 KIM BOARD TO RAFTER(END-NAILED) 2 - 16d 3 - I Gd EACH END 2. ALL 5TRUCTURAI. FRAMING LUMBER SHALL. BE #2 OR BETTER DOUG-FIR, FB= 1 ,200 P.5.1. AND E = I ,GOO,000 F.5.1. UN1 E55 OTHERWISE ®., ® AREA OF PROPERTY = 25,000 SF INDICATED, WITH 5PF UTII ITY 5HOE5 AND PI ATE5, STUD GRADE FFF: ALL LINTEI 5 5HAL_1 BE DOUG-FIR WITH 1`8 = 1 450 P.5.1.. ® AREA OF EXISTING BUILDING = 1 ,934 SF WALL FRAM ING AREA OF PROPOSED GARAGE = 5 10 SF 3. ALL ROOF PLYWOOD PANELS SHALL. BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE �� r/j� ®� TOP PLATE TO TOP PLATE(FACE-NAILED) lPAseO ON s"eATriwca NAI`e° 2 -1 Gd 2 - I Gd PEK FOOT LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF '�� 0 C:G"0 c AT PANeI FO GF) +���� COVERAGE = 9.8% THE AMERICAN PLYWOOD ASSOCIATION. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4 - I Gd 5 - I Gd JOINTS-EACH SIDE 4. WOOD 5TRUCTURA[. MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE STUD TO STUD (FACE-NAILED) 2 -1 Gd 2 - I Gd 24"O.C. CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL.. HEADER TO HEADER(FACE-NAILED) I Gd I Gd 101 OC AL ONG EDGES 2 - I Gd 2 -40d PER 2x4 STUD 5. ALL LUMBER AND CONNECTIONS SHALL. BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL - TOP oK BOTTOM I'l.ATE TO STUD(END-NAILED) 3 - I Gd 3 -40d PEK 2xG STUD DESIGN SPECIFICATIONS FOR 5TRE55 GRADED LUMBER AND ITS FASTENINGS. I UMBER 5HAI_L. BE FUKN15HEC AND INSTALLED, COMPLETE WITH ALL FA5TENING5, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGER5, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, ENDJOI5T OK BLOCKING 2 - I Gd 2 - 1 Gd PER FOOT CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLAT=5. JOIST HANGERS AND (FACE-NAILED) (BASED ON SHEATHING NAILED @ G" D.C. AT PANEL EDGE) CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW PORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE ,� 1 FLOOR FRAMING FURNISHED IN ADEQUATE NUMBER AND SIZE. O 01. JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4 -8d 4 - I Od PER JOIST G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF •� BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2 - I Od EACH END MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: ®� \®o�� �� A. DOUBL E ALL JOISTS UNDER PARALLEL PARTITIONS ABOVE. BLOCKING TO JOIST(TOE-NAILED) 2 -5d 2 - 1 Od EACH END B. FASTEN SECURELY AL L. PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PL UMB AND LE'✓LL A[L MEMBERS AND BLOCKING TO SILL OKTOP PLATE(TOE-NAILED) 3 - 1 Gd 4- 1 Gd EACH BLOCK SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 1 Gd 4 - I Gd EACH JOIST C. NAIL. LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. \ JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -80 3 - 101 PER JOIST D. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, ETC.. 0 BAND J015T To J015T (END-NAILED) 3 1 Gd 4 - I Gd PEK JOIST FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEA5T TWO 8D NAILS AT EACH END. E. TAIL.JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL. 5TIRRUP5, OR HANGERS, AND SPIKED BAND JOIST TO SILL OK TOE' PLATE(TOE-NAILED) 2 - I Gd 3 - 1 Gd PEK FOOT SECURELY UNL E55 SUPPORTED ON A WALL OR GIRDER. R O O F 5 H E AT H I N G F. Al L STUDS SHAt I BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE AND AS NOTED HEREIN. STRUCTURAL PANELS: PANEL INTERMEDIATE (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. (TABLE 3.8) EDGE5 51,JPPORT5 (2) FRAMING TO SUIT WORK OF OTHER TRADES. INTERIOR70NE 8d 1Od 4" G" (3) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. PERIMETER EDGE ZONE 8d I Od 4" 4" G. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; STAGGER JOINTS. GABLE ENDWAIL RAKE WITH LOOKOUT BLOCK 861 I Od 411 411 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMP50N, 18 GAGE GALVANIZED 5TEE[.JOIST HANGER. RR C E I L I N G S H E A T H I N G 8. PROVIDE FIRE STOPPING A5 PER NEW YORK STATE BUILDING CODE REQUIREMENTS. ADDREVIATION5 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD 9. ALL STEEL HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE 5TAINLE55 STEEL. A M SHEATHING MAX. -MAXIMUM WALL WI N DOW NOTE ADJ. -ADJACENT MFG'R. -MANUFACTURER PANEL INTERMEDIATE AFT. -ABOVE FINISHED FLOOR MISC. -MISCELLANEOUS STRUCTURAL EDGES SUPPORTS ALL NEW WINDOWS AND GLA55 DOORS SHALL MEET THE REQUIREMENTS OF THE LARGE M1551LE TEST OF ASTM E 199G ALUM -AI UMINUM N rnNELSiHAKDBonRD AND OR ASTM E 188G OR : A/P -AS PER NA. -NOT APFLICABL.E (TABLE 3.9) INTERIOR ZONE 8d I Od G" G° THE CONTRACTOR SHALL PROVIDE PRECUT 1/2" PLYWOOD PANELS TO COVER THE GLAZED OPENINGS 4 SHALL PRE DRII L. 5 NIC -NOT IN CONTRACT 4' EDGE ZONE 8d I Od G" G" EDGE5 AT 1 2" O.C. TO ACCEPT 2-1/2" #8 WOOD SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREVVS FOR FASTENING. BLDC NT5. -NOT TO SCALE -BUILDING O NUMBER DATE REMARKS FIBEKBOAKD PANE15: IS 7/1 G" Gd 3 - 3" EDGE/G" FIELD OC. -ON CENTER 3 CJ -CEILING JOISTS OFNG. -OPENING ROBERT C. TAST A.I.A. 25/32" 8d - 3" EDGE/G" FIEI D CT -COL LAR TIES Lr,� �.�,;.� , . &1, ,,, F,_ GYPSUM WALLBOARD 5d COOLERS 5d Coot ERS 7" EDGE/ 10" FIELD CANT. -CANTILEVER OPP. -OPPOSITE z1r CELL ARCHITECT. -CEILING P ' � � r,� / F L O O R 5 H E A T H I N G PRESCRIPTIVE DESIGN LI M ITATION5: CLR. -CI EAR COL. -COLUMN PREFAB. -PREFABRICATE DATE �� ( _g F' ��/ �:, PRESS. -PRESSURE F ' l i „. / 620 05TRANDER AVENUE ATTRIBUTE LIMITATION kFFFkF CF CONC. -CONCRETE --• STRUCTURAL PANELS: FIGLIPEi FKOt'O_`;f=D - =. _ sfcnoN D PPROP. -P�OTERTY �:'"'?IFY BUI;..f) -T RIVERHEAD, NY IIQOI I' OR LESS 8d I Od G" EDGE/ 12" FIELD - 7r5-1g02 $ p,;,' C 631-Sa�f-8106 E 631--12'7-0144 GKEATEK THAN I" I Od I Gd G" EDGE/G" FIE[D NUMBER OF STOKIE;; 3 1.1.3.1a 1 112 DBL. -DOUBLE Q FiiLL OWL NG IN` FLOOR 5Y5TEM5 DIA. -DIAMETER 1. F0UNDAT10N - T'' '; �t_il(;I;. D NAILING NOTES DIST. -DISTANCE R FOf� POURED ' LUMBER JOIST-",PAN 26' 3.I.3.2a 14'4' I . NAIL ING REQUIREMENTS ARE BASED ON WALL SHEATHING NAIL ED G" ON CENTER AT THE PANEL EDGE. IF WAI[ SHEATHING I5 Jolsrs JOIST SPACING 2,1" 3.1.3.2b 16" DN. -DOWN R. -RISER 2 ROUGH-FW,a."I;; (;a `JG NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQLIIREMENT5 FOR STRUCTURAL CANTO FVFRs -SUPPORTING tOADBEAKING WALIs Of sS lIfAKWAIts d(dopth)- 3.I.3.2c 2.Ia N/A DWG. -DRAWING RCNYS -RESIDENTIAL CODE OF NEW YORK STATE GARAGE REPLACEMENT E REINF. -REINFORCE STRAPPING. L:LEi,Ti-c '.;•r'.L &CAULKiP�!;.; OLSEN RESIDENCE MEMBERS SHALL BE DOUBLED, OR A[TERNA-E CONNECTORS, 5L1CH A5 5HEAR PLATES, SHALL BE USED TO MAINTAIN THE SfTBAcxS-LOADBFAKING WAt15 OK5HFAK.waLIS d 3.I.3.2d 2.I d N/A 3. INSUL.ATIOhJ REQD. -REQUIRED LAUREL,TOWN OF SOUTHOLD LOAD PATH. FLOOR VFKTICALFLOOP,OFFSFT d 3.1.3.2E 1.2 N/A EA. -EACH REV. -REVISION 4. FINAL COf�S;;�',;CT"r.1 R I`LECTMCAL SUFFOLK COUNTY, NEW YORK 2. WHEN WALL SHEATHING 15 CONTINUOU5 OVER CONNECTED MEMBERS, THE TABULATED NLIMBER OF NAILS 5HA[I BE oInPH�nGMS FLook DIAPrIKAGM n9'ECT r Ano TABLE 3.16B 3.1.3.2+ 2s EP. -ELECTRICAL PANEL RM. -ROOM PIIUST BE CC'.'PI_FTE �' 'F2 C 0. PERMITTED TO BE REDUCED TO I - 16d PER FOOT. FLOOR DIAPHRAGM OPENING:; LENS OF 1 2'OK 50/0 3.1.3.2q 1.4 NA EQ. -EQUAL- RR -ROOF RAFTERS ALL CONST^UCTInr 3. CORROSION RESISTANT I I GAGE ROOFING NAILS AND I G GAGE 5TAP[E5 ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING OF BID'G.DIMENSION � L FT THE EQUIP. -EQUIPMENT S HQUIRENIENT S 0 -I: r_ CODES OF NEW CODE OF NEW YORK FOR ADDITIONAL. REQUIREMENTS. WALL 5Y5TEM5 EXT. -EXTERIOR SD. -SMOKE DETECTOR YORK STATE. F;; ;'!=5;; �r•';;3LE FOR 4. A[I QUANTITIES ARE BASED ON I G" OC SPACING FOK RAFTERS, JO15T5 AND STUDS. O F 5F. -SQUARE FOOT (FEET) DESIGN OR CONSTT;U�"i iUPJ ERF ORS. tonDBEnRiNG wn1 t Helcrlr 10' 3.I.s.sa SITE PLAN NOTES 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE KOOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF NON 4OADBEARING WntI HEIGHT 20' 3.1.3.3a 8'o° FIN. -FINISH T PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHAH BE USED. WALL STUDS WALL 9TL1D SPACING 2-1"O.C. 3.1.3.3t, i 6., FL. -F[OOR T -TREAD G. FOR WALL 5HEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE 5HEARWALL LINE OFFSET '1' 3.1.3.3� 1.5,3.1h N/A FL UOR. -FLUORESCENT TlG. -TONGUE AND GROOVE USED. SHEAKWALLS SHEARWAtt STORYOFFSFT d 3.1.3.31 I.G N/A FF. -FIRE PROOF TO5. -TOP OF STEEL. (� � SHFAkWAtI.SFGMFNT5 A51'FCT W10 TABIF 3.17U 3.1.3.3c 1.7 1:4.2 FG -FIBERGLASS TOW. -TOP OF WALL ELECTRICAL DRAWING PREPARED MAY 23 ,2014 ROOF 5Y5TEM5 G TYP. -TYPICAL GAL.V. -GALVANIZED 5015-57 LUMBER RAFTER SPAN(I'1Ok170NTAt I'KO.IECI"ION) 26' 3.I.3.4a 7-6" GL. -GLASS U .Los No.. CLIMATIC GEOGRAPHIC DE51GN CRITERIA RAFTEKS K.&I=TEK- >1G 24"O.G. 3.1.3.4h - G" UNLE550THERWISENOTED kAFTFK OVFKHANG LENGTH @ PAVE IE55 OF 2'OK RAFTER 3.1.3.4c 2.1 8"t H U.O.N. -LINDEKWKITER5 LA50RATORIE5 SPAN/3 DRAWING NO. HDR. -HEADER V t ''*� RAKE OVERHANG LENGTH t E55 OF 2'Ok PL1kI IN 3.1.3.4c 2 i G" r. GKOUND WIND SEI",MIC WINTER ICESFueLD q HD -HOLD-DOWN STRAPPING SUBJ CT TO DAMAGE BY SPAN/2 UNDERLAY- FLOOD VIF -VERIFY IN FIELD SNOW (S)FEED IN UE51GN DESIGN MENT WEATHER- FKO�T LINE rfAZAKD_, ROOF StOr'F FIAT 12:12 3.1.3.4d VARIES LOAD MPH) CATEGOKY ING DEPTH TERMITE DECAY TEMP. R17OUIFTE) W N/A PEK MOD.TO 51IGHT TO ROOF UTAPHF:AGMS ROOF DIAPHRAGM ASPECT RATIO TABLE 3.16A 3.I.3.4E I:125 INSUL. -INSULATION W/ -WITH � i�-•,-`+'i ''.,. ,' ` 1', Yes No ANT. -INTERIOR WWF -WELDED WIRE FABRIC 20 PSF 120 R 301.2.2 SEVERE 3'0" HEAVY MODEKATE I 1 { 1 +;. 1 WF -WATERPROOF LD'R -LEADER (ALUM. U.O.N.) ; '' F,, ' } j - s -O 1 1 5'-0" 1 5-0" 1 5'_0" 1 HolU HOLD HOIU DOWN DOWN v DOWN — — — — — — —— — — — — — — — — — (— J I I I I Q 1 - - - - - - - - - - - - - - q i i 0 3' ,� 3'-12 Z I ( p2)2X4 P0A � z z o _ Ilo � I to N lo 1 I I _ _ — c\j I `� II GON7. RAIL O N i (2)2x 1 o FI usH — — —_ III N N u I I v ( I (3)2X 10 FLU511 L — — J1J m 30G8 — — — l' 1 I v HAUNCH SLAB 12" I I I I = 2x 12 x 5 UNDER I 1 3'-0" 3'- " I I POST ABOVE I 1 I I I I 4, GT.@9" 4 _.. cn — I I I I I I I T GFI GFI I I I SIDING AS DIRECTED BY 1 1 T 1 1 GF� I 1 5" GONG. FOUNDATION WALL OWNER 10'-0" X 7'-O" O.H. DOOR STYLE A5 PER OWNER 2 6 KK @ 1 2X6 RR @ I 1 I 1 1 I G" O.C. I 1 I G" o. ,-. 1 e 2XC 2" 0.C. I 1 cv I I I I I � I I I O I I UNEXGAVATED I I 2XC. 2x' I 1 m 2x 10 @ I ti°o.c. I I I I � I G" O.C. 16" U.C. Z 4 GONG. SLAB ABOVE WITH 0 0 0 w = = &Xb,,H4. OVER 6 = 1 I I I MIL POP, BARRIER O/W4 O WWF Lu m m I 1 I I I I I I I Lu I I Q I I I I I - - - - - - - - - 1 I I I I Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - I J� 1 w1 J ful I tu IIGHTS, SWITCHES KECEF'TACIES I I I I -- � - - - - - - - - - - - - - - -- I >QI J �QI � I AS DIRECTED BYOWNEK � I I 1 I =�� I -�-� J = 1 J I I I I NORTH ELEVATION SOUTH ELEVATION I �w I � awl Xm I u- Xm1 I N I I I SCALE : 1/4" = 1 '-0" SCALE : 1/4" = I -©" 1 =�� 1 X �<I I I I o I I O.H. DOOR POWER I I I I GFI - - - - - _ _ - - - - - GFI I I I I 1 1 GFI 1 I HOLD I HOLD I OLD I6"X 8" GONG. FOOTING 10'-0"X7'b" rI. DOOR I L - - - - - - - - - - - - - - 1 I 1 1 DOWN � UOWN OWN — — — A5PHALT SHINGLES A5 SELECTED BY OWNER OVER 50# FELT L- �1 HOIu (2)2X10 = ' - - - - - - - - - - - - - - - - - Tf l DIN OWN 7I/ 2'-4" 10'-4" 2'_4" r t 2'_4" 1 0'-4" 2'_4" 15'-0" 1 5'-0" 1 5'-0" I ATTIC PLAN FLOOR PLAN FOUNDATION PLAN SCALE : 1/4" = I'-O" SCALE : 1/4" = 1 '-0" SCALE : 1141, SIDING AS DIRECTED BY OWNER OVER TYVEK HOUSE r ROOF RAFTER CEQ ING JOIF)TS WRAP r — — — KFFPKTO PInNS FOK512� CONTINJOLIS kIUGF VENT SPACING I SIMPSON C520 @ I G"O.C. L - - - - 8-8d COMMON NAILS IN EACH END 5E[F 5FAI ADHE5IVE ON OF 5TKAP MIN. 1 BACK - - --- -- -- - _....--- NAIL GUIDE LINT KO OF FTFKS - - - - ° �� 1'L� KEFER TO PLANS FOP,SIZE a C - 9 3/6"-7/1 G"0 ZINC COATED SPACING I SIMPSON H2 ��� I G"O.C. _ _ _ 5-8d COMMON NAIl5 N4Ln STFFI,SMOOTH 5HANK- - - - — — - - - - - - - - - - - - - - -- -- - - - - - N( TE: @ EACH EW KOOFING NAILS OF, KIDGF STknP MAY BF SUBSTITUTED APPKOVFD FQUAI FOP,24 COLLAKTIES IN UPPEP, 1/3 FYTFKIOK WAt L 5TL1DS Ln V7 �7 LOF KOOF Co-) I G"O.C. KFFFK TO PLANS FOK 51ZF L 3'-0" L 5 5/8" NOMINAL UNFXPOSED EAST ELEVATION 5FCTIONS FOKSPACING *THROUGH BOTH IAYFK5 SCALE : 1/4" = 1 '-0" rT� RAFTEPVTOP PLATE 5TRAPPI NG 2 ROOF 5h I NGLE NAILING DETAIL I RIDGE 5TRAP A- I SCALE : NONE A- I SCALE : NONE A- I SCALE : NONE FXTFRIOR WAl I. 5TJD5 6" 3'-0" KFFFK TO PLAN5 FOK 517F SECTIONS FOR SPACING Z 1 5/4" X q Y2" LVL RIDGE 5/5"0 ANCHOK BOLT N 1 5/4" X q Y2" LVL � NUMBER DATE REMARKS 0 m �4 GAMBREL RIDGE A5PHALT SHINOLE5 A5 SELECTED BY OWNER RO B E RT C. TAST, A.I.A. PANEL EDGE NAIun1G 2" IN. OVER 50# FELT ARCHITECT f I ASPHALT SHINGLES A5 SELECTED BY OWNER OVER 50# FELT 3'I G, I _ 3"SLOTTED 5OUARF WALL KFQUIKFD HOLDDOWN O WASHEK(TYP.) Y2" PLYWOOD SHEATHING 620 05TRANDER AVENUE HEIGHT CAPACITY(t B5.) m CONCKFTF StnB KFFFK 8' S850 3375 TO PLANS ECK 2X6 RR a 16 O.C. RIVERHEAD, NY I IgO1 8"CMLJ FOUNDATION 'i NJ3" KFINFOKCING O 12 631-5qq-a106 F 651-727-0144 SEE PI AN IINF OF DOUBLF 2xG %"SPACING ALLOWS tIOLUUOWN 5/8"0 ANCHOP,501-T ❑m Sllt PIATF �22 INSTAL 1 ATION /4.'_ TYF HAP,Dw�;c�en�wnu OO DSHEATEFf� GONT. 2X6MINOR GARAGE REPLACEMENT MIN LOCATIONS TYE. o_ OLSEN RESIDENCE NAILING: 2-IGd 10" END WALL 4 ANCHOR DOLT SPACING O.C. STUD 1"O STUD r 2XI �I6" D.G. LAUREL,TOWN OF SOUTHOLD A- I SCALE : NONE SUPPOLK COUNTY, NEW YORK 51DING AS DIRECTED BY 2-IGd COMMON NAIL @ G"O.C. OWNER OVER TYVEK HOUSE WRAP HotDDowN e FXTFRIOR WAL L 5TUD5 +1 ` REFER TO Pt AN5 FOR SIZE �N SECTIONS FOR SPACING — — \ I COKNFF STUD CONNFCTFD TO d) PLANS ELEVATIONS d SECTION TKAN5FFK 5HFAK Q[ \ i 1 3-1 Od COMMON NA.5 TOTAL (� r 4" ITH 6X _-_-,_ _-- _-.. _ _..___._.._. .__ 1% AKOUN N 1 UBLEA3G ILL ELATE U WDRAWING PREPARED MAY 2 014 OG. SA W 6 32 p� AROLINU DOUBLE SILL PLATE @ 4JIN4.0 WI G"O.C. SCALE: .JOs NO.: 5015-371 — — — — — — — — — — — — — — — — — — — — — —— — a" GONG. - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - --- 2 1Od COMMON NAILS@ FOUNDATION WALL `y DRAWIN6N0. — — — — EACH PIATF CMLJ FOUNDATION WALL F 5, q KEEERTO ELAN5 FOP,KEINFOKCING " " WEST ELEVATION F X a GONG. a' FOOTING SCALE . !/4" = 1'-0" � . i CROSS SECTION � rG CORNER hOLDDOWN DETAIL 5 SLAB/ FLOOR STRAPPI NG � = f A- I SCALE : NONE A- I SCAL E : NONE SCALE : I/4" = I '-0" ��. — x.