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Home My WebLink About36945-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/24/2012 CERTIFICATE OF OCCUPANCY No: 35840 Date: 7/24/2012 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES thai the building ACCESSORY GARAGE 620 Founders Path, Southold, Sec/Block/Lot: 64.-2-20 Filed Map No. conforms substantially to the Application for Build'rog Permit heretofore 1/18/2012 pursuant to which Building Permit No. Lot No. filed in this officed dated 36945 dated 1/26/2012 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: 18' X 26' accessory garage as applied for. The certificate is issued to Rasoli, Charles (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36945 4/20/12 'x 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 #: 36945 Permission is hereby granted to: Rasoli, Charles PO BOX 1689 Southold, NY 11971 Date: 1/26/2012 mo~ construct an 18' X 26' accessory garage as applied for At premises located at: 620 Founders Path, Southold SCTM # 473889 Sec/Block/Lot # 64.-2-20 Pursuant to application dated To expire on 7/27/2013. Fees: 1/18/2012 and approved by the Building Inspector. CO - ACCESSORY BUILDiNG ALTERATION OF ACCESSORY BUILDINGS Total: $50.00 $287.20 $337.20 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: 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 aad 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 syste~n contains less than 2/10 of I% lead. 5. C°mmercial buildiug, industrial building, nlultiple resideuces and similar buildings and installations, a certificate of Code Compliauce from architect or engineer responsible for the building. 6. Submit Planuiug 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: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed applicatiou and consent to inspect sigued by tile applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state tile reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additious 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 oil Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 - 4 Updated Certificate of Occupaucy- $50.00 5. Temporary Certificate of Occupancy - Resideutial $15.00, Commercial $15.00 New Construction: Locatiou of Property: House No. Owner o,' Owners of Property: {0-~~ Suffolk County Tax Map No 1000, Section SulSdivision Old or Pre-existing Building: Street PermitNo. 75 ~"'q q~) DateofPermit. (check oue) Hamlet Block ~- Lot cz~.~) Filed Map. Lot; Health Dept. Approval: Planniug Board Approval: Request for: Temporary Certificate Fee Submitted: $ SO. / Applicant: Final Certificate: _ (check one) Applicant Signature Underwriters Approval: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (63 l) 765-1802 Fax (63 I) 765-9502 ro.qer, richort~town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charles Rosoli Address: 620 Founders Path City: Southold St: NY Zip: 11971 Building Permit #: 36945 Section: 64 Block: 2 Lot: 2[ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric LicenseNo: 4770-me SITE DETAILS Office Use Only Residential ~ Indoor ~] Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures J~ HID Fixtures Wall Fixtures ~_~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture J.~ Pumps Emergency Fixtures[ I Time Clocks Exit Fixtures E~ TVSS 200a underground service, 100a sub panel in detached garage, garage door open Notes: Inspector Signature: Date: April 20 2012 81-Cert Electrical Compliance Form.xls SOUTHOLD B~DING .~-~' ~ TOWN OF DEPT /~./~_ · 765-1802 ~-~ .... ii_~__~_~,- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ~ULATION [ ] FRAMING / STRAPPING [j/,]"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (RpUGH) [ ] ELECTRICAL (FINAL) REMARKS: / DATE ,t~/~///~./ INSPECTOR - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~ [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ]FIRE SJ]:E'I'Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAI~.~) REMARKS: ~.- ~'~0~-~/-~-/~ ~ ~ INS July 13, 2012 Mr. Michael Varity Town of Southold Building Department Southoid, NY Re: Charles Rasoli Cramse 620 Founders Path Southoid, NY MBI Job B128013508 P~a mit #36945 JUL 1 8 2012 BLDG DEN. TOWN OF gOIITHOI D Dear Si~s: I am writing to comSrm and advis~ that th~ building footings for the subj~gt job hav~ b~m compi~l in substantial complianc~ to my drawings dat~l 01-13-12. Enclosed is a stamp~ copy of the truss that was used. Please be further advised that I have confirmed tl~ the building footings referenced above were installed per my plans. Yours truly, ALLII~D DESIGN A&E GROUP, PC P.E. I* Page 1 of l Bunch, Connie From: Richter, Jamie Sent: Monday, July 23, 2012 11:23 AM To: Bunch, Connie Subject: RE: Letter for Rasoli Hi Connie: I had spoken to Garry and told him that the Drainage for this site was OK with one exception. He was going to wait for the grass to mature and then issue the CO. He said he did not need a letter if everything was OK. Let me know if you need something else. Jamie Jamcs A. Richler Office of fl~e Engineer Town of Southold, New York iamie.richterCb, town.southold.ny.us Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Bunch, Connie Sent: Monday, July 23, 2012 10:44 AM To: Richter, Jamie Subject: Letter for Rasoli Bill Kelly was in about Rasoli, 620 Founders Path, Southold and a letter you were going to give us that drainage was ok. When you get a chance can you send that over. He needs it for the Certificate of Occupancy. Thanks Connie 7/24/2012 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration 7/ 7, 20 JAN ~'OWN OF PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector )N FOR BUILDING PERMIT Date [- ['"1 _, 20 [~. INSTRUCTIONS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months al%r 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., {he Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATIOi'4 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, Suffblk 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 inspecto rs on premises and in building for ne c ess dry inspection s~J/////~ ~ ~../r (~' n~/of a~licant or name, if a corporation) (Mailing address of applicant) ~ [~ ~ I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, sign~horized officer (Nam~ corporate officer) Builders License No. [ ~l~ Plumbers License No. 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 d~q Block O~-_ Subdivision Filed Map No. Lot ~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~,d~,t_~ ~vxq,.azr,~ b. Intended use and occupancy '~1..~- ~ .[~lat,(r~,cX-t,~q 3. Nature of work (check which applicable): New Building X Addition Repair Removal Demolition Other Work Estimated Cost~,;,~ i~;>~) Fee Alteration (Description) .__LTmhe4~ai4-em filing this application) 5. If dwelling, number of dwelling units ~ng units on each floor If garage, ~ 6. Ifbusin~rcial or mixed occupancy, specify nature and extent of each typ~ ~ 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same struc~s or additions: Front Depth ~ Height Number of Stories 8. Dimensions of entire new construction: Front [ {5 ~ Rear Height I{o' 6,'~ 1~-A¢- Number of Stories Rear Dep~ ~' 9. Sizeoflot: Front ~j~' Rear (7~I>' Depth 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 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES__ NO 14. Names of Owner of p. remises ~p~,~ddress ~.~2>. ~ ~ Phone No. -/d,k~ - t2~e:~e5 i Name of Architect ~q.X~O--[~T,~' Address f_&e~~Phone No Name of Contractor ~t'J~:wtt~ .~~ Address ~-kIT~I4D~O~c-- PhoneNo. 15 a. Is this prope2y Within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYxBJ~ REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES * 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 · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF,.~" ~S: INO" CONNIE D. BUNCH Notary Public, State of New YII~ No. 01BU6185080 Qualified in Suffolk COU~ ~.i Commlellon Extoires April 14, ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~~[ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 this Notary Public Town of Southold Erosion, Sedimentation & Siorm-Water Run-off ASSESSMENT FORM PROPERTY LOCATI~)N: S.C.T.M. ~h ' ' ' · ':-= - AL IN THE STATE OF NEW YORK. PROIrlDE BRIE~ PROJECT DESCllWi"ION' G. enera DEC swPpP ReRuiremrmt~* ,: ubmisslan of a SWPPP ~ requi~d ~ot a~l Co~stmctlan actMUes lavolvthg soil dlsbJrbeace~ ~' one (1) or more acres; inclu ding:~J[stur ba nces Of less th'an o~e acre that are part o(a larger, common plan that w~l ullJmately dislurb o~e or mere acres or*land; co~almcisd to re~.~ Ihe pollutants b storm valet e'bcha~e~ ~nd to as~sure ' / WO RSSRSSm:NT 1 WII~ this Project R~taic,6,Jl Storm-Water Run-Off Generated by a Two (2") Inch Raiofa~l o~ Site? (This "em wi'Il 'ndude-all mn-off.created by ~e clearing and/or constmc~on activ~es as we~l as all Site Impmvemenis a~J'the permanent creation of Impervicus s~rfaces.) ~) Does the S~ta Plan end/~r'$urvey Show Ail Proposed Drainage Seuctures Indicating SLze & Locaticn? This I{em shalllndude all Proposed Grade Changes and Slopes Controlling Surface water Row. '3 OOasthoSita Plan and/or 8urveydescdbe the erosion and sedlmenl:contml I:~a~cas that willbe u~ed ta control .site erosion and storm water discharges. This item mustbe maintained throughout I~e Entire C onstmction Period. Will this Project Require.any Land Filling, Grading or Excavation where there is a change to.the Natural Ex~s~ng Grade tavoMng mOre lhan 200 Cubic Yards. of Material within any Parcel? Will this Application Require Land Di~;turbing Ac~vitle.s Encompassing an Area in Excess of Five Thousand (5,000'S.F.) Square Feet of Ground Surface? Is there a Natural Water Course Running through.the or within One Hundred (100!) feet of a Wetland ~ Beech? Will' there be Site preparalion on Existing Grade Slopes which Exceed Fifteen (15) ioet of Vertical'Rise to Will Drlveways, Parking Areas or othe,~ impprv~eus Info and/or in the dkestion oi' a Town rightLof, way? Will this Project Require-the Pioc~ent,oiMatadal, Rembval of Vegetatl, on and/or the Const~clion of any I!em_ thio the Tow. or Rond ShUdder STATE OF NEW'YORK, CONNIE D. BUNCH. COTJ'N']~r OF . . ..... · .. ~ Notary Public, State of New . ~ ~o. 01BU6185050 'That I ............... i~.~.~,.tlg~.iijhi~.~.fiij.., ................ being duly sworn, deposes and s~fl]]~ ~ ~ ~ And that he/she is thc .......................... · Iowner, Contracic~.agmt, Co~xam O~cer, eib.) ....................................... Owner and/or reprcseatauve of the Owner or Owners, and is duly authorized to perform or have performed the said work and tO make and file this app]ica~onl that all statements contained in this applicatiou are tree to the best of.his knowledge ;~nd belie.~ and that thc work will be performed in the manner set forth in the application filed herewith. Sworn ~o before me th/s; , .......................... ................ ............. , FORM - 06/'10 Town H~I Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro er tic' _~F. ax (631) .q · nert(~town.soumo~o.n¥.us BUll.RING DF_,P~ TOWN O1~ $OUT~iOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~ ~,.~ Company Name: ~_____~/~_~/~ ~K/,_~-~_~'r. , Name: .~v/4~lj ~~ Licen~ No.: ff77 -~ff *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: Date: ~~_._. Phone No.: ~/_~_~ ~( JOBSITE INFORMATION: (*Indicates required information) *Name: ~ 1000' Section: ~ Block: ~ Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) . ~ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Tamp Certificate: (~NO YES ~) Temp Information (If. needed) *Service Size: 1 Phase 3Phase 100 *New Service: Re-connect Underground 150 200 Number of Meters Additional Information: 300 350 400 Other Change of Service Overhead PAYMENT DUE WITH APPLICATION 82~Request for Inspection Form 9-4-4 8-10-8 Robbins Enginee=ing, Inc./Online Plus~ ;4090 18 SC MN PLATE 0221803 ~ ~R ~o9oo ~ Left OH Right 0 o ....... ~o--~ ......... T .... ~=k ' , Quan Type Span P1-H1 Left OH Riqbt OH[ E.gineerin~ 14090 18 SC MN PLATEI 0221803 : ~ ~7o~oo ~ o o , k: Scale: 0.309" = 1' J -D 0.14 900 T D -I 0.14 900 T Online Plus -- Version 20.0.010 I -E 0.12 999 C RUN DATE: 24-F~B-07 ........... Sliders ............ Brace truss as follows: Plates for each ply each face. O.C. From To PLATING CONFORMS TO TPI. TC 2- 0- 0 0- 0- 0 17- 9- 0 REPORTS: ICC-ES BR-2929 BC 7- 6- 0 0- 0- 0 17- 9- 0 Plate - FAT20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Loading Live Dead (psf) Plate - ~TSH 18 Ga, Gross Area TC 47.0 4.0 BC 0.0 2.0 Jt Type Plt Size X Y JSI Total 47.0 6.0 53.0 A# MN18 11.2x17.513.7 1.9 0.97 Spacing 109.0" C ~T20 2.5x 5.0 Ctr Ctr 0.54 Lumber D~ration Factor 1.15 D# MN20 8.8x 8.8 Cfr-0.1 0.89 Plate Duration Factor 1.15 B MN20 2.5x 5.0 Ctr Ctr 0.54 TC Fbi1.00 Fc=l.00 Ft=l.00 F# MN18 11.2x17.5-7.7 1.9 0.99 BC Fb----1.00 Fc=l.00 Ft=l.O0 K ~20 3.8x 5.0 Ctr Ctr 0.93 J% b~20 5.0x 6.2 Ctr crt 0.69 Jt React Uplft Size Req'd I# M~20 5.0x 6.2 Ctr Ctr 0.69 Lbs L~S In-Sx in-Sx H MN20 3~6x 5.0 Cfr Ctr 0.93 B 4233 0 5- 8 3- S G 4233 0 5- 8 3- 8 # = Plate Monitor used M~mbr CSI P Lbs Axl-CSi-Bnd REFER TO ROBBINS ENG. GENEFd%L .......... Top Chords .......... NOTES AND SYMBOLS SHEET FOR A -C 0.91 6190 C 0.11 0.80 ~DDITIONAL SPECIFICATIONS. C -D 0.68 5486 C 0.11 0.57 D -E 0.68 5486 C 0.11 0.57 NOTES: E -F 0.91 6190 C 0.11 0.80 ........ Bottom Chords ......... K -J 0.71 5727 T 0.31 0.40 J -I 0.49 4723 T 0.25 0.24 I -B 0.71 5727 T 0.31 0.40 ............. Webs ............. C -J 0.12 999 C selected through a plate Quality Control Factor 1.00 Trusses Manufactured by: Morton Buildings, inc. Analysis Conforms TO: ANSI/TPI 95 & 02 Prevent truss rotation at bearing locations. MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE IlL OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C2B. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-B" BELOW gRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WiTH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). ~TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S45. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WiTH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS, FRAMING LUMBER - SIDING NAILERS ARE 2x4 S45 OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE 2x4 S45 NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR ROOF TRUSSES - FACTORY ASSEMBLED WITH 1B OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-pLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADINg. SIDING PANELS (KYNAR 500 / HYLAR 5000) - 0 019" MIN., Gg0 gALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR, ROOFING PANELS )FLUOROFLEX 2000 Tr4) _ 0,019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON THICXNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM - DiE-FORMED TRIM OF 0.017" MIN., 090 gALVANIZED OR AZ55 gALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDINg PANELS. GUTTERS - B" K-STYLE, .030 HIgH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4FK 10/09 BUILDING DESIGN CRITERIA BUILDINg CODE NYBC 2010 USE GROUP R~3 ACCESSORY CONSTRUCTION TYPE VB FLOOR AREA ~'SQ FT c(¢, ~ ~ MEAN ROOF HEIGHT 15 ET BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 ROOF SNOW LOAD* 13 PSF GROUND SNOW LOAD 20 PSF WIND SPEED (Vss) 120 MPH WIND iMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT -+0.lB BUILDING DESIGN CONDITION ENCLOSED MAX DESIGN ELEVATION 1000 Ff WIND LOAD DESIGN ASCE 7 METHOD 2 ZONE I E 16.23 PSF ZONE 2E -21.13 PSF ZONE 3E -14.42 PSF ZONE 4E -13.49 PSF ZONE 5E 13.35 PSF MAIN WlNDFORCE RESISTINg SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACEI ZONE 6E - 10.31 PSF (FOR ZONES SEE MWFR5 ON ELEVATIONS PAGE) ZONE 1 11,77 PSF ZONE S 9.80 PSF ZONE 6 -7.94 PSF ZONE 1 11.49, -18.26PSF ZONE 2 11,49, -31.78PSF ZONE 5 19.95, -26.71PSF * ROOF SNOW LOAD CALCULATIONS Ps = 0,7xCexlxPgxCtxCs Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 0.8 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOFSLOPEFACTOR=0.94 Ps = 0.7x1.0x0.Gx20xl.2x0.94=12.6PSF SHEET INDEX SHEET# DESCRIPTION GT OF G1 SPECIFICATIONS & SHEET INDEX S10FS8 COLUMN PLAN S2 OF S8 TRUSS PLAN, END RAFTER CONNECTIONS & TRUSS TIE DETAILS S3 OF S8 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAILS S4 OF S8 ELEVATIONS WALL SECTION A, STILT FOOTiNg DETAIL, COLUMN SPLICE S5 OF 58 DETAIL & TRUSS SADDLE lSD S6 OF SB ENDWALL SECTION B & OHD SECTION C S7 OF S8 CUPOLA FASTENING & WlNDBOURNE DEBRIS PROTECTION S8 OF S8 FASTENING SCHEDULE TYPICAL LUMBER SPECIFICATIONS - 2005 NDS $1ZE DESCRIPTION BENDIND VALUE Fb 2x4 NO, 2SPF 1313 PSi 2x4 NO. I SYP 1850 FSI 2x4 2100f MSR SPF 2100 PSi 2x6 NO. 2 SPF 1138 PS1 2x6 NO. 1 SYP 1650 PSI DESIGN AND EXPLANATORY NOTES 1 .} ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION ] 607.11.2 a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS: 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 20 PSF ¢.) FOOTINGS: 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT OR LICENSED REGISTERED BNGINEER TO ALTER ANY ARCHITECTURAL OR ENgINEERINg ITEM. 5.) $ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.20g 1.0 SEC SPECTRAL RESPONSE ACCELERATION (S~) 0.0B6g SEISMIC DESIGN CATEGORY ]3 BUILDING CATEGORY (TABLE 1604,5) ! SITE CLASS g ~B23 LIGHT FRAMED WALLS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 200 LBS APPROVED AS NOTED DATE /,/~/f~ BP # FEE ~¢'7<:~¢ BY /~r~ ' NOTIFY BUILDING BBPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS 1 FOUNDATION- TWO REQUIRED FOR POURED CONCRETE 2 ROUGH- FRAMING STRAPPING ELECTRICAL & CAI/L~ 3 INSULATION DESIGNOR PONSTE ,r ' ,- CUTCHOQUE, NY JO8 NO. 128013508 n O CD III ~ III DATE: 12/30/2011 CHECKED 8 ~ LAMERE DATE: O1/09/12 ,~EVtSED DATE: I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR l THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY OEUVre UCENSED/REGISTERED PROFESSIONAL ENG,~4~.~.~!. ELECTRICAL INSPECTION REQUIRE 1 I '-0" VENTED SIDEWALL OVERHANGS 1'-0" NON-VENTED ENDWALL OVERHANGS 11'-10 1/2''~ 5'-10 1/2" 0'-0" o 6'-10 1/2" 7'-6" ~ 7'-6" 7'-6" I 6'-10 1/2" I I I I o V o ~' COLUMN PLAN ROUGH OPENING SCHEDULE UNIT SYMBOL WIDTH HEIGHT FROM LEGEND 35 1/2" 23 1/2" 37 3/4" 81" COLUMN PLAN LEGEND a - 3-2x6 LAMINATED COLUMN LOCATION w/4'-0" EMBEDMENT /~ - 3020 HAYFIELD SUDING WINDOW(S) WITH GRIDS BETWEEN GLASS []-3068MB9109-LITEGLASSWITHCROSSBUCKWALJ(DOOR(S), JN SWING, LEFT HINGE WITH CLOSER, LOCKSET (~ 16'-2" x 8'-1" OVERHEAD DOOR(S) w/OPERATOR & REMOTES '- 81M BASE ANCHORS ~' (4} 306.5 SKYLITE(S) WITH VAPOR RETARDER (VERIFY LOCATIONJ I1) 2'-6" X 2'-6" CUPOLA WITH "M' 30" WEATHERVANE NON-FUNCTIONAL 1/2" HEAVY DUTY THERMAX (ROOF ONLY) ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS PERIMETER SEAL PACKAGE 16"R - 16" DIAMETER FOOTINg WITH 8" THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"-+). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONR OPERATION. 0'-10 1/2" 0L0" SCALE: 16' CUTCHOGUE, NY JOB NO. 128013508 n II I 7 ~RA WN BY: BRANDENBUR DATE: 12/30/2011 CHECKED B)C LAMERE DATE: O1/09/12 REVISED DATE: .... REVISED DATE: --- REVISED DATE: -- ,REVISED DATE: .-- SCALE: AS NOTED TRUSS LOCATION DIMENSIONS 7'-6" .5, 6'-10 TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND - 18' 4090 S.C. TRUSSES @ 7'-6" O.C, -18' END RAFTER A,S,S,E,,MBLY - 2x4 TRUSS TIES @ 3-00.C. , ,, - 2x6 DIAGONAL END BRACES @ 6-00.C. (TO EXTEND TO F}RST TRUSS IN FROM ENDWALL) ADDITIONAL 2x6 NAILER 20d R.S. NAIL THROUGH STRAP INTO TIE ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIl (2) 20d R.S. NAILS IN OVERHANG FRAME TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE 2x4 BEV. PI OVERHANG FRAME 2x6 OVERHANG NA 2x8 [NO.] SYP} RAFTER (7) 20d R.S. NAILS 18' - 2x8 (NO.1 SYP) ~ ~ NAILS PER CONNECTION END COLUMN EXTENS,ON OR UPRIGHT ASSEMBLY NAILED TO END RAFTER AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH [2) 16d R.S, NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT, DETAIL A SCALE: 1 1/2"= 1'-0" -2x6 CORNER COLUMN DETAIL B SCALE: 1 1/2" = 1 '-0" 60d R.S. NAIL GALVANIZED PURLIN CONNECTOR CUTCHOGUE, NY JOB NO. 128013508 O 7 (1J #gX!" TRU-GRIP SCREWS ON P~AK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. I JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL o{. I'L. '~'a 2' 8r SCALE: ~ I 16' SCALE: AS NOTED CENTER 2x4 (NO. 1 SYP) WEB ~1~ STIFFENER ON TRUSS WEB & NAIL W/3-1/2" HDG R.S. GUN J-~l NAILS OR 16d R.S, NAILS WITHIN 4" OF ENDS & 6" O.C., STAGGERED SECTION A-A SCALE: 1 1/2"= 1'-0" 4-3-0 TRUSS SPACING 7'-6" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD ~ PSF 17-9-0 18' S.C. 4090 TRUSS SCALE: 1/2": 1'-0" 2X4 PURLIN .~~ HEADLOK .I 9"X6.0' FLATHEAD LAG SCREW (ICC-ES REPORT ESR"lO78) 20 GA. GALVANIZED (~) PURLIN CONNECTOR I1 } #9x1' TRU-GRIP SCREW ON pEAK SIDE AND ~'/ (2) #gxl" TRU-GRIP SCREWS ON RAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 6Od 2x4 BUTTED PURLIN DETAIL )PURLIN CONNECTED WITH 60D R.S, NAIL) SCALE: 1 1/2"= 1'-0' 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" -- 1 '-0" 3' WIDE (ZONE 2 & 3) 2x4 PURLINS @ 22" O.C. J ' ~iE FASTENED ~ I ~HEADLOK n 9" x &0" FLATHEAD LAG 18' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2"= 1'-0" CUTCHOGUE, N~Y JOE NO. 128013508 n 7 DATE; 12/30/2011 CHECKED B Y: LAMERE DATE: 01/09/12 REVISED DA TE.. ___ REVISED DATE: __ REVISED DATE: .... o[ SCALE:AS NOTED (ZONE '1 3.0' WiDE (ZONE 3.0' WIDE J(ZONES 2 & 3) 3,0' WIDE {ZONE 2 & 3) (ZONE 2) (ZONE 3} 3.0' WIDE (ZONE 2 & ~,////~./, '//, '//////, '/?////, '//, '//////, '//////, ,/~//~, NORTH ELEVATION DESIGN AND EXPLANATORY NOTES 1 .) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 4E 4 6~6E Reference Corner 3.0' WIDE {ZONE 2 & 3) '1 ~PRIB,STEEL SIDING CORNER TRIM B STEEL WAINSCOT r BASE TRIM 12.0' WIDE (ZONE 4)'1 9'-0" 9 L0" WEST ELEVATION L~ 3.0' WIDE (ZONE 3) O 3,0' WIDE (ZONE 5) EAST ELEVATION 3.0' WIDE (ZONE 2 & 3) {ZONE 3) (ZONE 2} (ZONE 3) 3.0' WIDE {ZONE 5) 3.0' WiDE (ZONE. -VENT-A- IDGE®® I' '~/,/, '//,'/// //// '/// ///, '/// ///, SOUTH ELEVATION rEEL SIDING ;ORNER TRIM ITION TRIM HI-RIB STEEL WAINSCOT BASE TRiM 2~ 8I SCALE: ~[~.==J I 16' · IDFRCE:128013508 · JOB NO. I I I 7 ~DRAWN BY: BRANDENBU~ DATE: 12/30/2011 CHECKED BY: LAMERE DATE: 01/09/12 REVISED DATE: -- ~EVISED DATE; --- SCALE:AS NOTED (~) FLUOROFLEX HI-RIB ~)~)2x4 PURLINS @ 22" O.C. (NO. 2 SPF} 1/2" HEAVY DUTY THERMAX INSULATION 2x4 BEV. FILLER STRIPS T#178 ~ 2x6 BEV. FASCIA 5" O.O. GUTTERS T#144 & 146 FASCIA TRIM O (~ SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (2) 1/2"x5 1/2' M. BOLTS & ( 4 ) 20d R.S. NAILS HEADLOK .19" x 6.0" FLATHEAD LAG SCREW 18' 4090 S.C. TRUSS (~ KYNAR HI-RIB STEEL GRADE TO HEEL FILLER STRIP ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPFJ (~ AMINATED COLUMN BLOCKING AT COLUMN LOCATION ,ILER @ STEEL WAINSCOT 1B" OSB PROTECTIVE LINER (~ T# 167 BASE TRIM (1 } ROW 2xB TREATED SPLASHBOARD 18" LOWEST ~ GRADE 6" CONCRETE FLOOR 4" MINIMUM COMPACTED GRANULAR BASE 18M {14 GA.) COLUMN STILT ~) IIMUM CONCRETE (250B PSI MINIMUM} BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"-+). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTIONA SCALE: 1/2"= 1'-0" TRUSS IN COLUMN SADDLE LAMINATED COLUMN /16"x3/4"xS0" H.R. FLAT STEEL 0.177"x2.2B" STAINLESS STEEL ANCHOR NAILS PER STRAP BUILDINg COLUMN 81M BASE ANCHOR FASTENING DETAIL SCALE: 1 1/2" = 1 '-0" DESIGN AND EXPLANATORY NOTE.C; i .) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 3500 PS/, B 1/2 BAG MIX CONCRETE b, SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c, A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT d. CONTRACTION JOINTS UNIFORMLY SPACED 18' D.C. OR LESS STILT ISOMETRIC :OLUMN 1/4'xl 4 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3} .148"Ox2" BTAINLESS NAILS. (12TOTAL NAILS PER COLUMN} 14 GA, CHANNEL WITH 1/4" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGERED HOLE. 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. EXTERIOR ~ 0.148"x 4" (2Od) NAILS NAIL KEY (HDg) RING SHANK NAILS 0.131" x 3 1/2" HOT DIPPED GALVANIZED 3-2X6 COLUMN SPLICE FASTENING DETAIl SCALE: 1/2" = 1'-0'.' ID?F/CC CUTCHOGUE, NY JOB NO. 128013508 O 7 II1_ ~rDRAWN BY: 3RANDENBUR~ DATE: 12/30/2011 CHECKED B .AMERE DATE: 01/09/12 REVISED DATE,' -- REVISED DATE,' ---- REVISED DATE,' -- SCALE: AS NOTED HEADLOK LAG SCREW GABLE PURLIN FLASHING T# 16 GABLE TRIM 2x6 FASCIA SEE DETAIL T# 194 TRIM SOFFIT HFRIB/SOFFIT CAP TRIM ~18' - 2x8 (NO.] SYP) RAFTER 2x6 E.C.E. KYNAR HI-RIB STEEL lB" LOWEST MEMBER FINISH GRADE 1/2" HEAVY DUTY THERMAX INSULATION FLUOR@FLEX HI-RIB STEEL 2)(4 PURLINS @ 22" O.C.(~(~ 2x4 TRUSS TIE ROWS 2x4 NAILERS [2100 MSR SPF} 3,, 6"0 ,l 218M (14 GA,) COLUMN STILT 8" THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 21BM STILT (9"-+). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/PRE-PUNCHED HOLES IBEND TO FiT) FASTENED W/ 13) 0.140 x 1 1/2" R.S. NAILS ~x6 DIAGONAL BRACING FASTENED TO COLUMN Wi(4) 16d R.S. NAILS 18' 4090 S.C. TRUSS 19" x 6.0" FLATHEAD LAG SCREW HI-RIB STEEL DETAIL# 1 SCALE: ~ 1/2"= 1'-0" 2x6 UPRIGHT 2x6 NAILER 2x6 BLOCK FILLER STRIP T#124 T#129 2x2 BLOCK T#154 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) (31 2x6 JAMB COLUMN [BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) 2x6 NAILER 2x10 NAILER ALUMASEAL T#152 GRADE TO BOTTOM OF 2x6 BLOCK OHD HEADER SECTION C SCALE: 1": 1 '-0" T#1B2 ~ 2x10 BLOCK (SET ON TOP OF ALUMASEAL ~ KYNAR HI-RIB STEEL 2x6 BLOCK FROM GRADE TO TOP OF HEADER (BOTTOM 7 1/2" TO BE TREATED) 2x2 JAMB T#124 & T#126 5/4x6 BLOCK (HOLD BOTTOM AT 1/2" ABOVE CONCRETE FLOOR HEIGHT) (3) 2x6 LAMINATED COLUMN 2x12 BLOCK (SET ON TOP OF 2X8 TREATED SPLASHBOARD) T#21 CORNER TRIM 2x8 TREATED SPLASHBOARD [BELOW) NOTE: FILL 3 1/2" VOIDS WITH (2) 2x6 BLOCKS & ( 1 ) 7/16"x5 i/2" OSB S HIM THAT ARE 12" LONG AT MIDDLE, AND TOP (HOLD BOTTOM BLOCKS (NON-TREATED) 1/2" ABOVE FLOOR HEIGHT) OHD JAMB DETAIL #1 SCALE: I 1/2"= 1'-0" CUTCHOGUE, N~Y _ 128013508 I'D,~AWN BY: BRANDENBU~ DA TE: 12/30/2011 CHECKED B)C LAMERE DATE,' 01/09/12 REVISED DATE,' .... REVISED DATE -- REVISED DATE -- ~EVISED DATE: or. ti, 2x4 PURLINS 1/2" WOOD SCREWS SPACED AS SHOWN ABOVE TO AVOID DOOR INSTALLATION SCREWS f]6" OSB PANEL t2" WOOD SCREWS @ 10" D.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ABE NOT REQUIRED IN THE HEAD OR THE SILL. HING -- 2'~4" ROUGH FRAMING WALK DOOR JAMB DETAIL CUPOLA SIDE FRAME ~ CUPOLA BASE FRAME'~ T#167 3/4" OSB CUPOLA SUPPORT CUPOLA BASE TRIM 2x4 BEVELED BASE BLOCK ~ 2x4 CUPOLA BLOCKS~ ~ NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. -- OSB PANEL IS 1" WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM -- HEAD FLASHING 7/16" OSB PANEL DOOR SLAB WINDBOURNE DEBRIS PROTECTION - WALK DOOR CENTERLINE OF CUPOLA IJ /~Q39 FRAMING CLIP ~ .,/--- 2x4 PURLINS 12" - 2x4 C DLA BLOCKS ///--PEAK PURLIN ~ TRUSS PEAK WALK DOOR SECTION 7/16" OSB PANEL FINNED WINDOW ~ WINDOW JAMB FLASHING 2"x4" ROUGH FRAMING #8 x 3 1/2" WOOD SCREWS @ 10" D.C. FIN WINDOW JAMB DETAIL /2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2'x4" ROUGH FRAMING. PRE-DRILL HOLES 10" D.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW fIDE OF TRIM TO OUTSIDE OF TRIM, O.S,B. SHEATHING IS 1" TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. TRUSS 2'6 x 2'6 Cupola Non-Functional (2x4 Purlins) WIDTH i OF WINDOW HEIGHT OF WINDOW HEAD FLASF 7/16" OSB PANEL FIN WINDOW SECTION CUTCHOGUE, N~Y O II I 7 II I I I"DRAWNBY; 'BRANDENBU~ DA TS; q 2/30/2011 CHECKED BY .AMERE DATE: :01/09/12 REVISED DALE: --- REVISED DATE: --- REVISED DALE: --- t~EVIBED DALE: -- o[-t'L- I~- WlNDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW SCALE: AS NOTED ROOF STRUCTURE FASTENING SCHEDULE 1 VENT-A-RIDGE TO BASE TRIM #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c, 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1 '-0" o.¢.} 3 HI-RIB STEEL TO 2X4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD iNTERNAL DRIVE SCREWS AT EVERY HI-RIB (1 '~)" o.c.) 4 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" TRU~GRIP SCREWS 5 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DR LLED HOLE 6 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0' FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 7 18'STRAIGHTCHORDTRUSSTO COLUMN (2) 1/2"x5 1/2"M,BOLTS & (4) 0,17~'x4"J20d) RINGSHANKNAILS WALL FRAMING FASTENING SCHEDULE B COLUMN STILT (14 GA.) TO COLUMN (12} 0.148" x 2" (BdJ STAINLESS STEEL RING SHANK NAILS 9 B1M BASE ANCHOR TO COLUMN ).177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR 10 2x8 SPLASHBOARD TO COLUMN CONNECTION 11 2x6 NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS @ ALL LOCATIONS 12 7/t 6" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1 ~1/4" ASBESTOS SIDING NAILS 13 2x4 NAILER TO COLUMN (4) 0.148" x 3~1/2" (16d) RING SHANK NAILS @ ALL LOCAT ONS 14 END RAFTER TO 2x6 END COLUMN EXTENSION (5) 0.177" x 4" (20d) RiNG SHANK NAILS 15 2x4 PURLIN TO END RAFTER (INTERIOR) 0.200"x B" {60dj RING SHANK NAILS IN PRE-DRILLED HOLE 16 2x4 PURLIN TO END RAFTER (EXTERIOR) HEADLOK .19'x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE (SCREWED ROOF STEEL CUPOLA FASTENING) 20 CUPOLA CAP TO CUPOLA ROOF (4) 1/4" x 1" PLATED MACHINE BOLTS AND LOCK WASHERS 23 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS @ 6" o.¢. 24 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2" (16d) RING SHANK NAILS @ 8" o.¢. 25 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"X4~I/2"LAGSCREWW/1/4"FLATWASHERATEVERYHI-RIB(I'-O"o.c.) 26 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1/2" RING SHANK NAILS 28 PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135" x 1-1/2" RINg SHANK NAILS 29 PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135" x 1-1/2" RING SHANK NAILS 128013,508 n O II I 7 III ] DRAWNBY; 3RANDENBUR~ DATE: 12/30/2011 CHECKED BY: ~MERE DATE: 31/09/12 REVISED DATE,' --- REVISED DAI'E' -- REVISED DATE' -- · SCALE: AS NOTED ~ SHEET NO, · S8 oE S8