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Home My WebLink About34622-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34345 I~ate: 05/14/10 THIS CERTIFIES that the building STORAGE/OFFICE BUILDING Location of Property: 6477 SOUND AVE MATTITUCK (HOUSE NO.} (STREET) (HAMLET) County Tax Map No. 473889 Section 121 Block 1 Lot 4.6 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 20, 2009 pursuant to which Building Permit No. 34622-Z dated APRIL 20, 2009 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 STORAGE WITH OFFICE BUILDING AS APPLIED FOR. 5~ne certificate is issued to GATZ ENTERPRISES LLC ( OWNER ) of the aforesaid building. SoF~OI~K COI~TTY DEP~T~T OF }~J~TH APPRO~-~J~ C10-04-0006 02/19/10 RF~t-rKICAL C~KTIFICATH NO. 133074C 03/23/10 PLUMBF~S C~K'rIFICATION DASD 03/03/10 PERFECTION PLUNBING Rev. 1/81 83/83/2818 18:55 7B5BG41 BOARD OF TRUSTEES PAGE 83 Form No. 6 TOwN OF SOUTitOLD BUILDING DEPARTMENT TOWN HALL 76~-1502 APPLICATION FOR CERI'~]CATE OF OCCUPANCY This application must be filled in by typevaiter or ink and sub~tted to the Building Department with the following: For new building or new use: 1. Final survey of propcl*cy with acctm~ location of all buildings, property lincs, ~treete, and unusual natural or topol~aphic features. 2-Final ,~ppioval from Health D~. of water Supply and seWera~e~lisposal (S-9 form). Ap larval of elec~ic~l installation f~n Board of Five UndO..'t~s. . Sworn statement from plumber certifying that the anld~r uaed m systc~m contmn$ less than 2/10 of 1% lead. 5. Coram~cial building, indusu'iai lafilding, multiple rc~idc~ce~ and similar buildiaga and installations, a certificate of Code Compliance from architect Or cng/near responsible for the build/ng. ~ubmit Plant,ag Boani ApproVal of oompl~t~[ site plan requirements. For e~ist/ng build/nD ~rior to April.9,'1957) uon-~ouformlng uses, or bu/Id/ngs and "pre-ex/sting".laud uses: I. Accurate surv~ of property showing all prope~ lines, streW, building and unusual natural or topographic features. . 2. A properly c, omptet~ application and ~°ns~nt to i~azpect slg~ ,~d by the applic~ant. Ifa Certificate of OccupancY is dcnled, the Building lnsl~ctor shall state the ~o~s therefor m wmmg to the apphcant. Fees . - " ' · 0 Swimming pool $25.00, Accessory building $25.00, Additto~s to acces?ory OmlOmg 2. Certificate of Occupancy on Pr~-eX~sting Building - $100.00 3. Copy of Certificate ofOvcupancy -$.25 4. Updat~ Certificate of Occupancy - $50.00 5. T~aporary Certificate of 0ccu~anc~ - P~sidential $'1 $.00, Commercial $15.00 Date. New Construction: ~ Old or l~re.exlsting Building: ' House No. Street Suffolk County Tax Map No 1000, Section I. ~.1, Block ~ Subdivision -- Filed Map. ,,,. Health Dept. Apl,i-oval: ~llVq I t,,',- Und~t~srriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitt~: $ ~ cq3' 37 Final Certificate: (check one) ~'"~' (check one) ' ' Applicant signat~ Town Hall, 53095 Main Road P.O. Box 1179 Southold, New Yo:k 11971-0959 Fax (631) 765-9502 Tcqcphonc (63l) 765-1802 BUILDING DEPARTMENT TOWN Ol? $OUTHOLD CERTIFICATION Date: Building Pennit No. 1.~ q ~ 2 '2. Owner: __ (Please print) (Please print) I certify that the solder used in the water suploly system contains less t all 2/10 lead. SYVOi*ll {0 befbre lne da3, of Issue Date 3/23/2010 Electrical Inspection Certificate Electricallnspecfion Service, Inc. Application Number 375 Dunton Avenue 133074C East Patchogue, New York 11772 (631) 286.6642 Issued To: Gatz Landscaping, Inc. Street: 6477 Sound Avenue Village: Mattituck Zip: Section: Block: Lot: Contractor: Leslie Rippner 11952 Town: Southold Lic.# 2343-E Was examined and found to be in compliance with the National Electrical Code. Commercial i NV Defects , Pool ~i lst FIoor iXi Indoor Basement : !HotTub Residential I; Der. Garage ;~ Attic [ ! 2nd Floor iX] Outdoor I Addition iXl Survey Switches Receptacles 17 27 Dishwasher Washer/Amps Fixtures GFI Heaters A/C Fans 57 6 2 Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 x~/' Bldg. Permit: Other Equipment Dfficei Kitchen Are~ & Barn -' Existing about 5 years 1-200 amp M/B Panel/1-100 amp Subpanel/ Disc. Hugo S. Surdi President R6ugh I~specL oni , Inspector: j' . 'l'l~spector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. PLANNING BOARD MEMBERS MARTIN II. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS GEORGE D. SOLOMON JOSEPII L. TOWNSEND June 30,2009 PLANNING BOARD OFFICE TOWN OFSOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Oi~'ICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) $outhol~, NY Telephone: 631 765-1938 Fax: 631 765-3136 Donald Gatz ~ Gatz Landscaping, Inc P.O. Box 45 · 6477 Sound Avenue Mattituck, New York 11952 Re: Site plan for Gatz Landscaping - request for final insp SCTM# 1000-121-1-4.6 Dear Mr. Gatz: As you are aware, your site plan for the above referenced property was discussed at the June 29, 2009 work session following your request for a final inspection for a Certificate of Occupancy. Planning staff performed a site inspection of your property on Thursday June 25, 2009 where it was found that the work requested in a letter to you dated September 25, 2006 has 'been completed and in conformance with the as built plan dated June 02, 2009. Although your site work is complete, a considerable amount of time has passed since your plan had been last approved by the Suffolk County Health Department dated October 21, 2004 and expired three years from the date of that approval. This will need to be renewed prior to a Certificate of Occupancy being issued by the Building Department or County approval. Please contact the County Health Services at your earliest convenience to renew permit number c10-04-0006 then submit the renewal to the Southold Town Planning and Building Departments. Contact this office with any questions you may have. Thank you. Kristy Winse~ Senior Planner Cc;. Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34622 Z Date APRIL 20, 2009 Permission is hereby granted to: WALTER & MAR~LYN GATZ PO BOX 45 MATTITUCK,NY 11952 for : CONSTRUCTION OF A STORAGE & OFFICE BUILDING AS APPLIED FOR PER PLAITNING BOARD APPROVAL. REPLACES BP # 31144 at premises located at County Tax Map No. 473889 Section 121 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 6477 SOUND AVE MATTITUCK Block 0001 Lot No. 004.006 20, 2009 and approved by the 20, 2010. Fee $ 3,194.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31144 Z Date MAY 18, 2005 Permission is hereby granted to: WALTER & MARILYN GATZ PO BOX 45 MATTITUCK,NY 11952 for : CONSTRUCTION OF A STORAGE & OFFICE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL at premises located at 6477 SOUND AVE MATTITUCK County Tax Map No. 473889 Section 121 Block 0001 Lot No. 004.006 pursuant to application dated APRIL 12, 2005 and approved by the Building Inspector to expire on NOVEMBER 18, 2006. Fee $ 3,194.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ FOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~ INSPECTION _~n_ l [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] F~MING/ST~PPING ~FINAL [ ] FIREP~CE & CHIMNEY [ ] FIRE ~E~ INk. ION [ ]RRER.I~~~ [ ]FIRER.I~N~TI~ RE"ARKS' ~~ ~ ~ '-'~-" ~,~_.,.' ~U~ .~ ~,~ ~ ~ , D /~ INSPEC TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY I~IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAI~I' PENETRATION REMARKS: ~) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION'IST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY ~/~ FIRE SAFETY INSPECTION [ ] FIRB RESISTANT CONSlRUCllON [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR,S. ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~x~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: Plumbing Inspection Gatz Landscaping Sound Ave Mattituck, NY 11952 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property for all plumbing that is to be buried below the concrete floor slab, and all plumbing meets all state and local codes. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel flee to call. JAMESJ. DEERKOSKI, P.E. 260 Deer Drivc Mattimck, N.Y. 11952 (631) 298-7116 Rc: Phmfl)ing InsI)CClion Galz IzmdscaI)ing Sound Ave. Mattiluck, NY 11952 To Whom It May Coneern: A Plumbing InsI)cction was 'als() Perlbmmd on tiffs Structure, and all Plumbing was donc correctly and also meets all state mul loeal building codes. A pressure test was als)) I)crtbrmcd on the wasle/water l)lumbing systems. Any questions please lbel Ii'ce to eall. FIELD I~SPECTION REPORT I DATE [ COMMENTS FOUNDATION (2ND) ROUG~ F~G & ~S~ATION PER N. Y, - .... STATE ENERGY CODE TOWN OF SOUTHOL~ BUILDING DEPARTMENT TOWN ,HALL ~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. nbrthfork.net/Southold/ Examined ...5-/I~' ,20 O ~" Approved ~/,//~' , 20 ~- Disapproved a/c Expiration 200,6 PERMIT NO. 3//4~.~ Inspector 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 Contact: Mail to: Phone: %PPLICATION FOR BUILDING PERMIT Date October ,20. 04 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 pict 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 cormnenced 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 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, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,ta~nd regulations, and to admitt"'-~ authorized inspectors on premises and in building for necessary inspections. A~~ ~er C~( %izg na~qe ° f aP P lic ant ~r ~nle~lfiGca~n) P.O. Box 45, Mattituck, NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is owner Name of owner of premises Walter Gatz and Marilyn Gatz (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A · (Name and title of corporate officer) Builders License No. 57719 Plumbers License No. 2196T Electricians License No. 2300E Other Trade's License No. 1. Location of land on which p!oposed, work will be done: ~ound ave. Mattituck House Number Street County Tax Map No. 1000 Section Subdivision Green Pastures (Name) Hamlet 4.6 and 121 Block 01 Lot p/o 4.7 Filed MapNo. Lot #3 (As approved by Town of Southold Planning Board on December 14, 1987) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Agricultural b. Intended use and occupancy Agricultural barn and storage building 3. Nature of work (check which applicable): New Building x Repair Removal Demolition Addition Alteration Other Work 4. Estimated Cost $270,000.00 Fee $150.00 5. If dwelling, number of dwelling units N/A If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front N/A Height. Number of Stories Rear __Depth Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 60 ' Rear 90 ' Depth 120 ' Height 23' Number of Stories 1 9. Sizeoflot: Front 521.39' Rear 443.79' _Depth 412' - 477.07' 10. Date of Purchase April, 1988 Name ofFormer Owner Joseph Pufahl, Lee Pufahl, Walter Gatz and Marilyn Gatz 11. Zone or use district in which premises are situated Agricultural - Conservation 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO × 13. Will lot be re-graded? YES X NO__Will excess fill be removed from premises? YES__ NO x Gatz Ave., Mattituck, NY 14. Names of Owner of premises Walter & MarilynAddress Box 45, Sound/ Phone No. 298-8877 Name of Architect Allied Design Address Box ilO,Morton,IL Phone No 309-263-4105' NameofContractor Morton Builders Address Rte 48,Cutchogue,PhoneNo. 734-4060 NY 11935 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO x * IF YES, SOUTHOLD TOVv-N TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora 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. *Ronald L. Sutton,P.E. State of New York License No. 57719 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) they are Walter Gatz and Marilyn Gatz being duly sworn, deposes and says that (x)~'~xi~ the applicant s and (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) ~ owner or owners, and is duly authorized to perform or have performed the said work and to make aud 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 mariner set forth in the application filed therewith. Sworn to before me this ~ day of _October /~ 0__4 /~-~'Notary Public/' &f~J~t~ ) ~ ~//_, November 12, 2004 Southold Town Planning Department Town Hall - 53095 State Route 25 Southold, NY 11971-0959 Re: Agricultural Barn and Storage Building Application Dear Sir or Madam: We have submitted an application for an agricultural and storage building. We will raise nursery stock on this parcel and a neighboring parcel. We have no intention of inviting the general public to the property. There is no intent of conducting retail sales or wholesale sales at the premises. The agricultural building will house our tractors, trucks, et al. The office will serve the agricultural operation. We are no different than other nursery farm operations and need the agricultural building for storage purposes. EC, December 09, 2005 l'o~tington Gatz Landscaping 60'W X 16'H X 120'L Storage & Office Mattituck, NY MBI Job # 128-0722 Dear Sirs: Please find the enclosed tress designs for the for tresses that were used for this job. I am also writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated 05/13/05 including the following: 1.) 2.) 3.) Footings were placed to the specified depth below grade and were drilled the diameter specified on the plans. The 46M Base Anchors were nailed near the bottom of each column with 3-0.177" X 2 ½" stainless steel nails in each anchor. The specified thickness of ready-mix footings was poured with additional ready-mix placed around the columns as specified on page S-2. Yours truly, Allied Design A & E Group, PC Ronald L=~~ President ~..%...1~.[ .~'i2// LUMBER SPECl Fi CATIONS Req'd 'lop Cl~ord (1,~°) 2X12/2X6 SYP NO. I KDI9 1. 7E6 lop Cllorct (3,4) 2X12 SYP NIl I KDI9 1. 7E6 Lower Cl,ord 2X6/2X6 1950 MSR 1. 5E6 Uebs (3/J) 2X6 SYP NB. I KDI 9 1. 7E6 Webs (1,2,4,,5) 2X4 SYP NO. I 'KDI9 1. 7E6 I TRUSS PLATE DATA'- (ANSi/TP[- 1-19~5) GA. 18 GA. AA g6 psi 108 psi Lateral EA 87 psi I01 psi Design V~lue A[ 59 psi 43 psi EE 63 psi 46 psi Tensile Value O' 403 pti 610 90' 403 pll 610 Shear Value 0° 275 pti 410 pti 50' 259 pti 361 pti 60' 315 pt~ 410 90' 276 pti 403 120' 261 pti 363 pll 150- 306 pti 428 pll IC3 Ilx13 Pi. Truss Load - Truss Design Lood - 2BO ptF ~-o psF atq[,~ DC. = ~-'/o ptF, LDABS TCLL ~ ~ psF TCBL ~ psF LCLL psF Load duration Factor = 1. 15 Trusses spaced at 7'6' MEHBER FORCE TABLE Member Forces Hember Stresses Bendl no Axl al Bendl nO Axl ol Member CSI (I n-I bs) (I bs) (psi) (psi) TCI TC2 TC3 TC4 LCI LC2, LC3 LC4 WI W3 W5 W6 · 706 30319. .774 37713. . 855 13160. . 806 15220. I 001 21737. 986 21737. 650 4826. 482 787. 120 O. 372 O. 924 O. O35 O. 438 O. 476 O. Ilx15 PI. -I 8744. 438. 3 -746. 0 -18504. 537. 7 :736, 5 -17550. 415.9 -1040.0 -1 4636. 481. 0 -867. 3 17753, 718. 6 1075i;9 I 7370. 7113. 6 1052. 7 15107. 159. 5 915. 5 12283. 26. 0 744. 4 -606. . 0 -1 30. 6 -2281, . 0 -434. 6 -3891. 2774. 4065. Truss Reoc±lc 0 I601-1L COMM. SC, TRUSS 60 Morton ]%Hidings , LUMBER SPECIFICATIDNg Top Chord (3) 2X12 SYP ND.1 KD19 i.7E6 Top Chord (l,2) 2X12 SYP MSR 1950 1.5E6 Lower Chord 2X6/2X6 SYP MSR 1950 1.5E6 Web (1,3,5) 2X4 SYP ND.1 KD19 1.7E6 Web (2,4) ~X6 SYP ND.1 KD19 1.7E6 Req'd Truss Load - Truss Design Load - ,375 plf- z~r~::lr psf'cl['-'[,%~ OC. = .35C3plf TRUSS PLATE DATA - (ANSI/TPI 1-1995) 20 GA. 18 GA. AA 86 psi 108 psi EA 87 psi I01 psi AE 59 psi 43 ps1 EE 63 psi 46 psi Tensile Value O* 403 pll 610 pll 90' 403 pll 610 pll Shea~ Value O* 275 pll 410 pll 30' 259 pll 361 pll §O° 315 pll 410 pll 90' 276 pll 403 pll 120' ~61 pll 363 pll 150' 306 pll 428 pll Ilx16 Pi. CAliBER AT CEI~II1~RL~/E I-I/4" LDADS TCLL ~ psF Lood duration F~c±or : 1.15 TCDL ~ psF LCDL 4 psF MEMBER F~RCE TABLE Member Forces Member S~resses Bending Axle~ Bending Axl~ Member CSI (In-Lbs) (lbs) (psi) (psi) TC1 TC2 TC3 LCI LC2 LC3 WI W4 W5 .788 17844, -16392, ,804 19567. -15879. .753 14387, -13561. 838 16441, 15553. 776 16441. 13913 484 -4202. 11017 289 O. -1596 019 O. -3347 260 O, 1649 369 O. 3675 048 O. 303 Tru~ss 'Ree, c't I on ~ .I 7754.575 tbs. 545,0 -971.4 618.4 -941,0 454.7 -803.6 543,5 942.6 543,5 843.8 -138.9 667,7 ,0 -304,0 ,0 -405.7 .0 314,1 ,0 445.4 ,0 57,7 '~aleriol Required /"~,q."rTI TUCK- , r..("C' Part No. Dote Weight 42ttl COUM. TRUSS 42' Morton Buildincjs May 5, 2010 Mr. Michael Varity Town of Southold Building Department Southold, NY Re: Gatz Landscaping Storage Building Mattituck, NY IV[BI Job/t 1280722 Dear Sirs: I am writing to confirm and advise that the subject job has been completed in substantial compliance to my drawings dated May 2005. Enclosed is a stamped copy of the tress that was used and an updated and revised column plan and elevations. Please be further advised that I have confirmed that the wind bracing, strapping, roof and wall connectors, and framing were installed per my plans. Yours truly, ALLIED DESIGN A&E GROUP, PC P~sident ~..~z~ ~ I '" Pc~ge I oF 2 MEMBER FORCE TABLE Truss Design Lo(id - 300 PEK LUMBER SPECIFiCATiONS MeMber Forces MeMber Stresses Top Chord (1,2,7,8) 2X12/2X4 SYP NO. I KD19 1. 7E6 Bending AxlcL Bending AxioL Req'd Truss Lo(id - 40 ps? (it ?,$ 0C. = 300 T~t~ord (3, 4,5, 6) 8X18 SYP NO. [ KDI9 1. 7EG MeMber CSI (in-(bs) (~bs) (psi) (psi) Lower Chord 2X12 SYP MSR 1950 1. 5E6 LOADS Veb (1,2,5,6,7, 12) 2X4 gYP NO. 1 KD19 1. 7E6 TC1 .909 33886. -19689. 610. 9 -889. 9 ~eb (3,4,8, 11) 8X6 SYP NO. 1 KD19 1. 7E6 TC8 . 978 38681. -194~8. 711. 8 -877. 7 TCLL 36 ps~ Lo~d dur~tion F~ctor = 1. 15 TC3 . 877 13381. -18103. 488. 9 -1078.8 TCDL 4 psF ~eb (9, 10) 8X8 gYP NO. ~ KD19 1. 7E6 TC4 . 816 14980. -15156. 471. 5 -898.8 LCDL 0 psP TC5 . 816 14980. -15156. 47L 5 -898. 8 TC6 . 877 13381. -18103. 422. 9 -1072. 8 muss ~r[ ~T~ - ~S~/T~ 80 G~ 18 GA. TC7 . 972 38681. -194[8. 711. 2 -877. 7 A* ~p,; ~ TC8 . 909 33886. -19689. 610. 9 -889. 9 L~,~ E~ eZ ~,~ mi LC 1 . 935 16730. 18664. 528. 8 1106. 0 ~,~ Ve~ue AE ~9 psi 43 psi LC2 . 909 16730. 17975. 528. 8 1065. 2 ~E 63 psl 46 psl LC3 662 5337. 15647. 168. 7 927. 2 T,nsll, v~l~ o' 403 pll 61o ' 9~ 403 p{i GlO pi; LC4 . 495 1101. 18806. 34. 8 758. 9 She~r V~I~ O' 875 pi, 410 LC5 . 495 1 lO1. 12806. 34. 8 758. 9 3~ ~59 p~, ~ LC6 . 668 5337. 15647. 168. 7 927. 2 ~~~ 9~6~ eT~3~s pP~'~, ~o3~° pP~' LC7 . 909 16730. 17975. 528. 8 1065. 2 ]e~ e~l pi, LC8 . 935 16730. 18664. 588. 8 1106. 0 ~,~ ]5~ 3o~ p~, ~ze . o. -eoo. .o W2 . 483 O. -8496. . 0 -475. 5 ~.. ~4 . 675 O. -4047. . 0 -490. 6 ~.~~ .~ w7 . og7 o. .0 0I%) W9 . 407 O. 4196. . 0 385. 9 ~o, ~ -~ ~ ~m ~ w~ WIO . 40Y O. 4196. . 0 385. 9 _~~~'~ WI8 . 0DY O. 614. . 0 llY. 0 ~ ~ ~ = TRUSS REACTION: 8893. 750 ~bs. TRUSS REACTION: 8893. 750 Lbs. MATERIAL REQUIRED PART NO. 59 Ft 9 In SC Truss DATE LUMBER SPECIFICATIgN~ Top Chord <3) 2X12 SYP Ng.1KBI9 i.7E6 Top Chord (1,2) 2X12 SYP MgR 1950 1.5E6 lower Chord 2X6/2X6 SYP MSR 1950 1.5E6 Web <1,3,5) 2X4 SYP ND.1 KD19 1.7E6 Web (2,4) 2X6 SYP Ng.1 KD19 1.7E6 Truss Design Load Req'd Truss LoQd - 44 pst at 7,5 - 375 piT' OC. = 330 pit TRUSS PLATE DATA - (ANSI/TP[ 1-199'5) 20 GA. 18 GA. AA 86 psi 108 psi EA 87 psi lot ps, AE 59 psi 43 psi EE 63 psi 46 psi Tensile Value O' 403 pti 610 90* 403 pti 610 Shear Value pi 410 pt 361 pt 410 pt 403 pt 363 pt 428 O' 30' E59 60' 315 90' E76 120' If0* 306 pll pll pll pll LDABS TELL 56 psF TCBL 4 psF LCDL 4 psF Lood duration F~c±or = MEMBER FDRCE TABLE 1.15 Member Forces Member Bendln§ Axial Bendln§ Axial Member CSI" (In-lbs) (lbs) (psi) TEl .788 17244. -16392. 545.0 -971.4 TC2 .804 19567. -15879. 618.4 -941.0 TC3 .753 14387. -13561. 454.7 -803.6 LEi .838 16441. 15552. 543.5 942.6 LC2 776 16441 . 13913 543.5 843.2 .,l~ .. LC3 484 -4202. 11017 -138.9 667.7 __ ~l P89 O. -1596 0 -304.0 ~42 I 019 O. -3347 ' .0 -405,7 W3 260 - 0. 1649 ,0 314,1 t~4 369 fl. 3675 · 0 445,4 -~ ~"-,'~ ,.~-,~,,- ~ -- ~ ~ '"' . ~' ' ~". ~ .~4 Truss Reoctlonl 7754.575 tbs. O~ 'O~, O~ I.Iolerial Req.ired Port No. Dote Wel9 d 421tL COUld. TRUSS 42' Morton Buildings FINNED WINDOW FINNED --'-- HEAD FLASHING ,,,._ 55" WIDE x 36" TALL 7/16" O.S,B. PANEL ~ SILL FLASHING WINDOW SECTION FINNED x ;3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. WINDOW 55" WIDE x 36" TALL~ 7/16" O.S,B. PANEL ELEVATION #8 x ;3 1/2" WOOD SCREWS SPACED AS SHOWN ABOVE TO AVOID DOOR INSTALLATION SCREWS 55" WIDE x 36" TALL 7/16" O.S.B. PANEL WINDOW B FLASHIN, ROUGH FRAMIN, FINNED WINDOW dAMB DETAIL WINDBORNE DEBRIS PROTECTION - FINNED WINDOW /r°mcE: CUTCHOGUE, NY rDRAWN BY: JAW DATE: 8--07--03 CHECKED BY: DATE: ~SE~ OAT~: a ISCALE: SHEET NO. 2 o~2 x $ 1/2" WOOD SCREWS FASTENEDTHROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE-DRILLHOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIREDIN THE HEAD OR THE SILL. HEAD FLASHING HEAD 40" NDE x 82 1/2" 7/16" O.S.B. PANEL SLAB WIDE x 82 1/2" TALL 7/16" O.S.B. PANEL 9100 ELEVATION 9100 SECTIO~ #8 x 3 1/2" WOOD SCREWS SPACED-- --40" WI~ x ox 1/,','' TAu AS SHO~ ABO~ TO AVOID DOOR ] ...... ~-~--/-~ ~. I/1~ U.5.~. ~ANLL INSTALLA~ON SCRE~ / / ~.. ~ DOOR JAMBJ I~ /'~ ~ ~ L2x4 ROUGH FRAMINGJ ~ TM ' [ 9100 JAMB DETAIL ~ ~~ WINDBORNE DEBRIS PROTECTION - 9100 WALK DOOR fFFICE: ~ CUTCHOGUE, NY1 OB NO. J ~ORAWN BY: JAW DATE: 8-07--03 CHECKEO BY: DATE: ,Rk'1~1S~ DATE: ~, r$CALE SHEET NO. 1 ~ 1 or2 .J Permit Number Checked By/Date Envelope Compliance Certificate New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: D:h°rogram Files\Check\COMcheck-EZ~1280722.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Gatz Landscaping Matfimck, New York Allied Design Architectural & Engineering Group, P.C. Ronald L. Sutton, P.E. GMC Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: I lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Building Type Storage, Industrial and Commercial Section 3: Requirements Checklist Floor Area 10980 Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Air Leakage, Component Certification, and Vapor Retarder Requirements 1. AIl joints and penetrations are canlked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-factors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are sealed or gasketed. 8. Vapor retarder installed. Climate-Specific Requirements Component Nme/Description Gross Cavity Cont. Proposed Budget Area R-Value R-Value U-Factor U-Factor Roof(42'x90'): All-Wood Joist/Rafier/Tn~ss 3780 30.0 West Endwall (42'x16'): Wood Frame, Any Spacing 672 19.0 North Sidewall (40'x16'): Wood Frame, Any Spacing 640 19.0 Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 --- Hayfield Sliding Window (5'x4'): Wood Frame, Double Pane Clear, SHGC 0.81 20 --- East Endwall (42'x4'): Wood Frame, Any Spacing 168 19.0 South Sidewall (40'x16'): Wood Frame, Any Spacing 640 19.0 0.0 9100 9-Lite Walkdoor (3'x6'-8"): Solid 20 ...... Insulatd Overhead Door (14'x14'): Overhead 196 ...... Insulatd Overhead Door (14'x14'): Overhead 196 ...... North Sidewall (50'x12'): Wood Frame, Any Spacing 600 19.0 0.0 Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... 9100 9-Lite Walkdoor (3'x6'-8"): Solid 20 ...... East Endwall (42'x12'): Wood Frame, Any Spacing 504 19.0 0.0 Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... South Endwall (50'x12'): Wood Frame, Any Spacing 600 19.0 0.0 Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... Hayfield Sliding Window (5'x4'): Vinyl Frame, Double Pane Clear, SHGC 0.81 20 ...... 9100 9-Lite Walkdoor (3'x6'-8"): Solid 20 ...... Door 7: Solid 20 ...... 0.0 0.035 0.059 0.0 0.068 0.090 0.0 0.068 0.090 --~ 0.490 0.598 --- 0.490 0.598 0.0 0.068 0.090 0.068 0.090 0.290 0.142 0.140 0.142 0.140 0.142 0.068 0.090 0.490 0.598 0.490 0.598 0.490 0.598 0.290 0.142 0.068 0.090 0.490 0.598 0.490 0.598 0.490 0.598 0.068 0.090 0.490 0.598 0.490 0.598 0.490 0.598 0.290 0.142 0.290 0.142 (a) Budget U-factors are used for so~ware baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 9% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional j~f!sent, such P17 o~spec,~.~.ations are in compliance with this Code. Date Principal Envelope D~gnature Town HaIL 53095 Main Road P.O. Box 1179 Southold, New York ! 1971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTItOLD June 23rd, 2008 1st NOTICE W~lter & Marilyn Gatz P.O. Box 45 Mattituck, N.Y. 11952 EE: 6477 5bund Ave. (Storage/Office Bldg.) SCTM # 121.-1-4.6 bear Mr. & Mrs. Gatz, Please be advised that your Building Permit # 31144 issued Mm/18th, 2005 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $3194.00; at that time we can schedule an inspection by one of our Building Znspector's. If you have any questions, please call us at 631-765-1802. Respectfully, 50UTHOLb TOWN BUILDIN6 bEPT. Town Hall Annex 54375 Main Road P.O. Box 1 ! 79 Southold. New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 l) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26th, 2008 FINAL NOTICE Walter & AAarilyn Gatz P.O. Box 45 AAottituck, N.Y. 11952 RE: 6477 Sound Ave. (Storage & Office Bldg.) SCTAA ge 121.-1-4.6 bear Mr. & Mrs. Gatz, Please be advised that your Building Permit ge 31144 issued M~y 18th, 2005 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, pl se submit a fee of $3194.00; at that time we can schedule an inspection by one of our Building ]~nspector's. you hove any questions, please coil us at 631-765-1802. Respectfully, 50UTHOLD TOWN BUILD]:NG DEPT. JOHN P. TAGGART. ESQ. LAW OFFICES PETER S. DANOWSKI, ,.JR. 616 ROANOKE AVENUE P.O. BOX 779 RIVERHEAD. NY 11901 (631) 727-4900 FAX (631) 727-7451 April 11, 2005 Attn: Bruno Semon Southold Town Planning Board PO Box 1179 Southold, NY 11971-0959 Re: Agricultural Barn and Storage Building Application Gatz Landscaoing Dear Bruno: Enclosed find prints of the Stormwater Pollution Protection Plan, last dated April 8, 2005, for your files. Very truly yours, PETER S. DANOWSKI, JR. PSD:gsg Encls. HAND DELIVERED cc: Walter, Marilyn and Donald Gatz Jim Richter, Southold Town Engineer Mike Verity, Southold Town Building Dept. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 March 3, 2010 Walter Gatz PO Box 45 Mattituck, NY 11952 Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT~ ~ TOWN OF SOUTHO~D ! ~ ~ RE: New Building on Sound Avenue, Mattituck ~ ~ TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00 Final Health Department approval. Plumbers Solder Certificate. (A~I permits involving plumbing after 4/1184) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34622-Z LOGATION HAP N ~0~ Of' ~. k..Of'f'O N S E RECEIVED FEB ~ ~ 2910 SUFF. CO. HEALTH $ERVICES OFFICE OF WA_ ST~EWgTER [~t~T. Young & Young 400 Ostra~der Ave~e, Riverkead, New York 1190! ~31-727-2303 NOTE5 A®~.IGLJLTU~AL tDA~N ~ 5TO~.A~E tDLJILDIN~ ~ATZ IANDDC, APIN~ At. Ha[tl[uck, To~n oF 5ou'r, hold SuFFolk Goun'r,y, Nero York 1000 121 OI 4.~ Goun~ Tclx Hop D~.t¢~=t I000 s~t,o. 12m Bl~ck OI L0t ~/0 4-~ AS-BUILT LOGATION h4A~ Pf~IV~"FB P, IEL L. CANITA~¥ I=~FILB N CANITAI~.¥ DEDI~N C,~ITE~IA * C.ALC, ULATION.~ ¢.,F~ITEF~IA DENSITY' GALGULATION I2EDl~N GALCULATION¢ 5EPTI¢ TANK; LEA~hIN~ POOL~ + 4; Lot; (¢~OP) lI I ~o\~ r~o~ oC ~ AoeeP~ 3. O~U~c°~' ~ OL N S Young & Young CITE DATA TOTAL A~A -- ~.0041 5U~VtE¥Ot~.'~ ~.E~TI FIC~ATION A~I~,IOULTU~AL BA~N ,~ 5TOf~A~E BUILDIN® ~ATZ LAND~,C, APIN~ A~ t'4~bb1~uck, to~n of Soul:hold Duf~Folk GounOd, Ne~ 'Cork ~ITE PLAN LOCATION MAI= SITE DESCR. IPTION E~ENEt~L ~t--C~UENGE OF ~ItE A~,TIVITIES ~ENEt~AI. POLLUTION ~,ONife. OL MEASUP. ES 5EGTIC'N PLAN HAY BALE BARRIER / AROL-~ID / INLET~ kNATER orrn~r \~ . y~o\$ HAY t~,ALE E, AI~.RIEE AT INLET~ N S ~At~'.I~'.I Et~.S AI~:2UND INLETS STABILIZED CONSTPJJC, TION EN I t,k. ANC. E LECEND 70' MIN ¢O~rIONAL) 7O' J II STONE CONS~C, TION EN I P..ANC.,E 'FEST HOLE DATA D~..AINA,~E D'ESI~N C~I"FEf~.IA CALCULATIONS Young & Young SITE DATA TOTAL. AI~.A ~ .~.~O~l AGIJ~E~ LAND.APE AP. CHITECT'S C, ERTIFI~ATION EN~.INEEf~'.'S C..EIe. TI FICATION SUP-VE¥O~'S CEi~'.TI F:ICATION APPLICANT HALTER. 5ATZ I000 121 5TO~M~ATtE~ POLLUTION Pt~.OTECSTI ON PLAN O LOGATION HAP N s PRIVATt~ I~LL Z CANITAI~Y PE~I~,N C, RI'rEFRIA ~ ~,AL~GULATION¢ GI~ITt~IA ID~NSITY ~ALCULAtlON NOTE: DANITAtRY Pf~:2FILE ~E~I~N GALGULATION~ TOTAL PESI~H FLOW ~EPTI~ TANK. LEA~HIN~ POOL~ N S E TE~ gUIlTy DE~T. O~ HEALTH CALL 852-2097, 48 HOURS IN To SCHEDULE INSPECTION~S~, LO' (OL) TYPICAL TI~EE PLANTING Young & Young 400 Oslrandew Avenue, Riverhead~ Ne~u York 631-727-2303 SI [ t::: DATA TOTAL At;~t~A ~ B,OD41 LANP~A~i- A~HI~OT'D C, EI~.TIPIC, ATION EN~INEEt~'5 C,E~TIFIGATION ~U~OR'~ ¢_,F=I~TIFICATION APPLICANT ~ALTE~ ~ATZ I~00 90UNP AVENUE A~RIOUL~AL BARN ,it ~TO~A~E BUILDIN~ ATZ LAND OAPIN At; M~:it:uGk, To~n of ~uH'olk Gounf~y, N~,i York lO00 12I OI 4.& Ooun~ Tox Mag Britt,ct I000 S,~Uo, 12I e~o*k OI Lot ~/0 4.~ I ALTE~,NATE~ SITE PL.AN J E LOOATION h4AP P~IVAT~ ELL NOTE: 5ANITAt~¥ PI~DFILB N I 5ANITAt~¥ DESICN ~IT~IA J GALOULATION5 ~I=NSIT'f' C..AL.C, UL.ATION 5EPTI~ TANk; +4 Lot; (~Oe) lI / / TEST HOLE DATA W N S WATER LINE(S) MUST BE INSPECTED BYTHE I SUFFOLK COUNTY DEPT. OP HEALTH SERVIDE~, I To SCHEDULE INSPECT[ON(S). J Suffolk County ge~rtm~t of Health S~rvlc~ I r ~ ~n~.~.~ ~ S~o~ ~f 2 1 51TE DATA TOTAL. AI~,I~A = 5.004J A~-~ EN~INEE~'5 ¢.Et~TIFIC, ATION 5Ut~VE¥Ot~'5 ~E~TIFIGATION 5TOt~A~E BUILDIN~ ~ATZ LANPD~,APIN~ Al, lvtaf;f;ltuck, Tomn °F 5ou~hold 5ut'~olk Gounty, Nero York [000 12[ OI 4.& Ooun[~ T~x ~pi DTatrIct [000 Se=tim~ 12l e*o=~ OI Lot P/O 421 . 51TE PLAN ] IO~ATION ~IA~ N Lot ~ ~o~ A. 0~¢c~ W ~ S Young & Young DURVE¥O'~'~, GEt~.TIt=IGATION A~I~IOULTU~AL tDA~N * 9TOt~A~E iDLJILPlN~ ATZ LAND9OAPING At: l,,Ic3tt:l~:uck, Tomn o~ 5outhol.,d 5uPFolk Goun~:y, Ne, m York I000 121 OI 4.6 [ AS-tDUILT 5U~¥t=¥ I LOC~ATION HAP N ho~ ~ .% hoSe~~ h. O~U~ro~- ~ N S Young & Young .GUI~.VEYOt~,'5 CE~.TIt=I C, ATI ON A~I~.ULTI.JP.,AL tDA~.N ~ 5TOt:P~E tDUILDIN® ~ATZ LAND5C.,AF'IN~ Town oF 5o¢,hold GounOd, New York I000 121 OI 4.6 Gount~ tox Map ~,tr~t I000 s~ctl~ 121 Block OI Lot ~/0 4.~' AD-tDUILT 5U~,Vt~'r',~ ........ MAX. MIN. [5 lg" 18" MIN. MIN. L L L I I z-," _ ~..~L MIN. TO EDGE OF WATER CLOSET CLEAR FLOOR SPACE MIN. L ELEVATION5 ~JATER CLOSET5 CLEARANCE.5 3" ~ ROOF VENT 3" O ROOF VENt 1/2 I 1/4 ,t t/4 3n SLOPE" 1/4" PER FOOT PITCH TO DRAIN H4~uCJ b~.~--~----~ TO Ap ROVED SEPTIC SYSTEM PLUMBING SCHEMATIC ~ i~ ~ i J ~ ii II BATHNo. 2 ~ ~ ~ HANDICAP OFFICE ¥_ ~ EXISTING ¥ OFFICE EX. COVERED PORCH FLOOR PLAN SCALE: 1/4" = 1'-0' BUILDING PERMIT No, 34622 M P, H Design Services phone: (631) 298-2250 e-mail: michael@ mchdesig nservices.ce SHEET NO: MORTON BUiLDiNGS GENERAL SPECIFICATIONS LAMINATED COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET READY-MIX CONCRETE PADS OR SIZE & TYPE). TWO GALVANIZED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S48 BELOW GRADE TO A RETENTION OF .8 TYPE III, OXIDE TYPE, AS LISTED IN THE COLUMN EMBEDDED IN GROUND DEEP MIN, DEPTH BELOW GRADE AND DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S28 AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S48 OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S48 NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 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 CURRENT STANDARDS AND SPECIFICATIONS FOR THE SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. STATED LOADING. MIN., G90 GALVANIZED OR AZ55 500/HYLAR 5000 FINISH WITH ACCORDANCE WITH ROOFING PANELS (FLUOROFLEX 2000 (TM)] -0.019" MIN,, AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. ,TRIM -DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS ROOFINg OR SIDING PANELS. GUTTER, KYNAR 500/HYLAR 5000 BY OWNER UNLESS GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED INCORPORATED AS PART OF THESE DRAWINGS. 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 50 FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. AMERICA, HYLAR 5.) KYNAR 500 18 A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH 5000 IS A TRADEMARK OF AUSIMONT, USA. CS2x4FK 10-00 BUILDING DESIGN CRITERIA CODE: 2002 BUILDINg CODE OF NEW YORK STATE USE CROUP S1 CONSTRUCTION TYPE VB FLOOR AREA 10980 SQ. FT. MEAN ROOF HEICHT 22' 7" BUILDINC CATECORY II LIVE ROOF LOAD DESIGN 56 PSF WiND SPEED (V3s) 120 MPH WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATAGORY B INTERNAL PRESSURE COEFFICIENT ±0,18 BUILDING DESIGN CONDITION ENCLOSED ZONE 1 14.8, -25.5 PSF COMPONENT & CLADDING ZONE 2 14,6, -48.9 PSF WIND LOADS ZONE 5 14.6, -48.9 PSF ZONE 4 25,5, -27.5 PSF ZONE 5 25.5, -55.6 PSF NOTE: THESE PLANS REFLECT AN ENGINEERED DESIGN (NOT A PRESCRIPTIVE DESIGN) THAT SATISFY THE STRUCTURAL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. EARTHQUAKE DESIGN DATA TABLE SPECTRAL RESPONSE COEFFCIENT @ SHORT PERIODS (SDs) 0.25 SPECTRAL RESPONSE COEFFClENT © 1-SECOND PERIODS (Se~) 0.12 SEISMIC USE GROUP l SEISMIC DESIGN CATEGORY B SITE CLASS D BASIC STRUCTURAL SYSTEM AND #2 LIGHT FRAMED WALLS SEISMiC-RESISTING SYSTEM WITH SHEAR PANELS RESPONSE MODIFICATION FACTOR (RI 8,5 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE DESIGN BASE SHEAR 8260 LBS. SHEET INDEX SHEET #DESCRIPTION I OF 10SPECIFICATIONS & SHEET INDEX 2 OF 10COLUMN PLAN 3 OF 10ACCESSILITY REQUIREMENTS & GYPSUM FASTENING DETAILS 4 OF 10ELEVATIONS 5 OF 10SECTIONS, DETAIL &:: FASTENING SCHEDULES 6 OF 10SECTIONS & DETAILS 7 OF 10SECTIONS & DETAILS 8 OF 10SECTIONS & VALLEY FRAMING LAYOUT 9 OF 10SLIDING DOOR ELEVATIONS & DETAILS 10 OF 10 TRUSS DRAWINGS & DETAILS COM?['Y WITH ALL CODES OF NEW Y(~)RK STATE & TOWN CODES AS REQUIBED AND CONDLTioNS OF , , ~ SOUTHOLD TOWNZBA ,, SOUI'HOtD TOWN PbANm~I~ BOARD ,J~OtJTI, I~ TOWN TR~TEES ~ N,Y,S DEC PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING pLUMBER ~'ER TIRCCI TIOf~I ON,LEAD CONTENT BEFORE CERTIFICATE OF OCCUP &NC~ ,SOLDER USED ,W WA T;ER ,¢UPPL Y SYSTEM CANNOT EXCEED ,D'10 .OF ,I ?~ !LEAD, CERTIF)CATION OF NAILING & CONNECTIONS RE(~UIRED. TYPICAL LUMBER SPECIFICATIONS- 1997 NDS SIZE DESCRIPTION BENDINg VALUE Fb 2"x4" NO.1&2 SPF 1313 PSI 2"x4" 2163f MSR SPF 2100 PSI 2"x6" NO.1&2 SPF 1138 PSI 2"x6" NO. 1 STP 1650 PSi 2"x8" NO. 1 STP 1500 PSi 2"x10" NO. 1 STP 1300 PSI 2"x12" NO. 1 STP 1250 PSI ALL 1950f MSR STP 1950 PS1 1 1/2"x16" LAMINAFED VENEER LUMBER 2800 PSI 3 1/2"x15" GLU-LAM 1650 PSI 5 1/4"x16 1/2"GLU-LAM 2400 PSI 5 1/4"x19 1/2"GLU-LAM 2400 PSI ,!lk~.. L CONSTRUCTION SHALl. THE RFOUIREMENTS OF TH, CODEs OF NEW YORK STATE, IOTIFY BUI[DNG DEPARTMENT AT 6S-1~2 8N~I ~0 4PM FOR THE !.LOWING INSPECTIONS: NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS~. FOUNDATIOt, I. 'rwo RE~dlRED FOR ~OURED CONCRETE 2. ROUGH. FRAMING A PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST DO NOT PROCEED WITH BE COMPLETE FOR 6.0, FRAMING UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATION REQUIREMENTS 37 THE CODES OF NEW HAS BEEN APPROVED. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, ,~DERWR~R$ CERllFICA~E REQUI~D I HEREBY CERTIF f THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERV;SION AND THAT I REGISTERED PROFESSIONAL El OCCUPANOY OR . SE 18 UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY AM A LIOENSED/ EER, RONALD P.E. DATE: 05,l~,1~5 REG. # RETAIN STORM WATER PURSUANT TO SECTION CE: NY. JOB NO. 128-0722 m I.I m m m o.' ~DRAWN BY: KP-873 · DATE: 2/27/04 CHECKED BY: CMO DATE: 5/13/05 REVISED DATE~ TR 5/12/05 REVISED DATE: REVISED DATE: REVISED DATE: · · NOTED SHEET NO. 1 o~ 10 4f-7 1/2" 20'-9 3/4· 34'-9 5/4" SOUTH SIDEWALL COLUMN LOCATION DIM'S 7'-4 I/2' I T-6" I T-6" 24"¢ 2A"l 2 [ T-6" I 7'-6" T-6" I 7'-6" T-6" I 7'-E" I T-6" I 7'-6" I T-6' +" T -:-"i' -:-" i'- -- 24"¢A 24"¢A 2A"¢/~ 24"¢A '18"¢ 18"¢ 18"¢ 24"¢ / / / 16' T-4 1/2' T-§" COLUMN PLAN · (D ,, 24"¢A 24"¢A 24'¢/~ 24"¢/ SCALE: 18"~ / X /26"¢ 22"¢ lf-5 1/2'" ¢--~- 22'-11 1/2'" ~---[ 34'-5 1/2"' '~-4 SOUTH ENDWALL COLUMN LOCATION DIM'S F~ LH HOUR FIRE RESISTIVE 8" CMU BLOCK WALL (UL#U907) =18"¢ =18"¢ =18"¢ =18"¢ o18"¢ / DOUBLE 2'x4" PURLrNS © 20" O.C. (HATCHED AREA ONLY) 22" 18"¢ 18"¢ 18"¢ r ¢. 22"¢ -- 1'-0" VENTED SIDEWALL OVERHANGS 2'-0" NON-VENTED ENDWALL OVERHANGS ' 59'-9" - 52'-4 1/2" ,' 44'-10 1/2" 41'-7 I/2' m'-i V2" 14'-10 1/2" 7'-~ ~/2" 1/2" 2o'-1 VENTED SIDEWALL OVERHANGS NON-VENTED ENDWALL OVERHANGS COLUMN PLAN LEGEND n - 3-2"x6" LAMINATED COLUMN LOCATION - 5-2"x8" LAMINATED COLUMN LOCATION - 5-2'x8" LAMINATED STUB COLdMN LOCATION - HEADERED TRUSS LOCATION [] - (6) 5068 9-LITE FLAT SLAB FIBERSTEEL WALK BOOR W/ LOCKSETS & CLOSERS [] - (5) 3068 WALK DOORS - (11) 5040 SLIDING HAYFIELD WINDOWS W/SHUTTERS (2) 1A'x14' OVERHEAD DOORS W/OPERATORS, LITES, & 4" JAMB PROTECTORS (~ - 22'-6"x15'-7 1/2" DOUBLE SLIDING ALUMASTEEL SIDE DOOR W/WEATHERSEAL ~) - I2) 24'x16' DOUBLE SLIDING ALUMASTEEL END DOORS W/WEATHERSEAL (12) 5065 SKYLITES (60'x120' BUILDING) (4) 3'-5"x3'-6" CUPOLAS (NON-FUNCTIONAL) 12~ 7/18" OSB SHEARWALLS (SEE DETAILS SHEET 10 OF 10) (2) 5/4" OSB DOUBLE SHEARWALLS (SEE DETAILS SHEET 10 OF 10) - (2) 30"x30" ATTIC ACCESS PANEL (VERIFY LOCATIONS) ~ CUSTOM 60' S.C. TRUSSES © 7'-6" O.C. TYPICAL CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES © APPROXIMATELY 3'-9" O,C, AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'T, 6" O,C TYPICAL T-6" - 42 S.C. TRUSSES © O,C, TYPICAL - CONTINUOUS 2'x4" LOWER CHORD TRUSS TIES © APROXIMATELY 3' 8" O.C. AND 2"x6" DIAOONAL END BRACES APPROXIMATELY ... 7'-0" O.C. TYPICAL ~: - ~81M BASE ANCHORS 18"¢ - 1~8" DIAMETER FOOTINO W/ 8" THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI-MIX (CONCRETE AROUND COLUMNS WHEN SETTING. 22"¢- 2.2" DIAMETER FOOTING W// ~" THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 24"¢ - 24" DIAMETER FOOTING W/ 110" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 26"¢ - 28" DIAMETER FOOTING W/ 110" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 34"¢ - L54" DIAMETER FOOTING W/ II5" THICK READI-MIX CONCRETE PAB, PLACE A MINIMUM OF 10" REABI-MIX CONCRETE AROUND COLUMNS WHEN SETTING, ROUGH OPENING SCHEDULE UNiT SYMBOL WIDTH HEIGHT FROM LEGEND ~ 58 1/4" 81" [] VERIFY VERIFY A 62 1/,~" ~s 5/8" OB N0i28_0722 J Z W d ~-DRAWN BY: KP-873 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: TR 5/12/05 REVISED DATE: REVISED DATE: ~REVISED DATE', , oS, 1% · ISCALE: AS NOTED SHEET NO. 2 oPlO CLEAR OPENING 12" / \ I '., 36" MIN. CRAB BAR 60" MINIMUM* 7'-5" CLEAR RESTROOM CLEARANCE LAYOUT "VAN ACCESSIBLE" OR STANDING PARKING IDENTIFICATION SIGN ~ ANCHORED WHEELSTOP ~:=\ AT EACH SPACE ACCESSIBLE ROUTE 8'-0" MIN. 8'-0" MIN. 24'-0" MIN. Note: Accessible parking spaces and occess aisles shol[ be level with surface slopes not exceeding 1:50 (2%) in all directions, ACCESSIBLE PARKING *NOTE: SPACE DETAIL ONE SPACE MAY BE OMITTEB WHEN ONLY ONE STALL IS REQUIRED. CLEAR PARKING PERMIT ONLY REQUIRED AT VAN ACCESSIBLE SPACES. VAN PAINTED STEEL CHANNEL FINISH DF ACCESSIBLE PARKING SrGN ACCESSIBILITY 60" MINIMUM* 6'-6" CLEAR MINIMUM 42" MIN. GRAB BAR 52" MINIMUM ]/ 12",[ CLEAR OPENING RESTROOM CLEARANCE LAYOUT MIN. GRAB BAR J 10'-0" CLEAR RESTRO©M CLEARANCE LAYOUT NOT TO EXCEED URINAL DEPTH b l - URINAL · 48" MIN. SHIELDS FLOOR SPACE &; URINAL SHIELDS BARS WATER ! 18" TO 56" SIDE ELEVATION OF WATER CLOSET (FLOOR MOUNTED) MIN. MIN, SIDE ELEVATION CF LAVATORY NOTE: · IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC, OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. REQUIREMENTS GR~AB BAR SECTION ELONGATED WALL-HUNG ACCESSIBLE URINAL DETAIL " '12" 12" (5'-0" LONG) WATER CLOSET NAILER PLAt 2"x8" NOTCHED EXPANSION · 4" CONCRETE 1/4" PER FOOT · 6x6/lOxlC WWM-~ · SLOPE GRADE AWAY FROM LANDING A MINIMUM OF 1/4" PER FOOT SLOPE FOR A MINIMUM DISTANCE OF · #4 CONTINUOUS AROUND PERIMETER JOINT-- WALKDOOR THRESHOLD WITH BEVEL LESS THAN 1:2 SLOPE TREATEB BLOCK WITH 1/2"xl 1/2" TREATED SHIM CONCRETE FLOOR MORTON GRADE 4" BASE OF FIRMLY COMPACTED% COARSE SAND, GRAVEL, OR CRUSHED ROCK,· LANDING & THRESHOLD DETAIL Floor Plan Notes: ~Zt The kitchen sink shall be mounted with counter no higher thon 54 in. obove finished floor, Knee eleorance Ct leost 27 in. high, 50 In. wide on 17 In. deep sholl be provrded underneoth sinks. 3,) Sinks sholl be o moxlmum of 6-1/2 in. deep, A clear floor spoce ot racet .30 in. by 48 in. sholl be provided In front of sinks to ollow for forword opprooch. The clear floor spoce sholl extend o maximum of 19 in. underneoth the sink. 5.) Hot woter Grid droln pipes exposed under sinks shall be ]nsuloted ar otherwise configured to protect against contact. iI Foucets sholl be lever-operoted or outomoted. At leost one storage cabinet in the kitchen sholl hove touch Iotches or U-sh~ped pulis. Controls ond operating mechonisms sholl be operoble with one hand ond sholl not require tight grosplng, pinching, or twisting of the wrist, The force required to octivote controls shoil be no greoter than 5 IbE 9.) The top of counter, robie, or work station fn the kitchen room sholl be 28 to 54 in. obeys the finished floor height. _SCALE; 1 "= f-o" FRONT ELEVATION WALL STUD, CEILING JOIST, OR FLOOR JOIST 5/8" TO 1/2" 6" O.C. CEILINGS 7" O.C. WALLS TYPICAL [3/8" TO 1/2" 7" O.C. CEILINGS WALLS ~-6d - 1 7/8" LONG CEMENT COATED BOX NAIL OR CEMENT COATED COOLER NAIL WITH 1/4" HEAD * · · NOTE: GYPSUM BOARD MAY ALSO BE ATTACHED WITH 1 1/4" TYPE W DRYWALL SCREWS @ 12" O.C. GYPSUM BOARD INSTALLATION DETAIL (NON-FIRE RATED APPLICATION) Site Plan Notes: The minimum clear width of an accessible route shall be 36" except at doors An accessible route with a running slope af greater than 1:20 is a romp. Nowhere shall the cros~ slope of on accessible route exceed 1:48. 3,) The rnoxlmum slope of o ramp or curb ramp sholl be 1:12 or less if possible. The moximum rise for ony run sholl be ~0". The minimum elect width of o romp ~0' or less shall be ~6". Ramps more thon ~0' in length shall have o minimum cleor width of 5.) Ramps sholl hove level Iondings ct bottom ond top of eoch ramp Grid eoch romp run. Londings sholl be ct leost as wide os the width of the romp run leoding to it Grid sholl be o minimum of 60" in length. If ramps chonge direction ct Iondlngs, the minimum Iondfng size sholl be 60"x60" ~Zt If o ramp run has o run greater thon 8", then it shall hove hond roils on both sides. Changes In level up to 1/4 may be verDcol Grid w~thout edge treotment, Changes rn level between 1/¢" ond 1/2" shall be beveled with a slope no greoter thon 1:2. Changes in level greater than 1/2" shall bo accomplished be moans of a ramp. 9,) The minimum width of o curb romp sholl be 5§", exclusive of rioted sides. 10,) The moxrmum slopes of odjoinlng gutters, road surfoce Immediately odjocent to the curb ramp, or accessible route sholl not exceed 1:20. 1E) Curb ramp textures sholl consist of exposed crushed stone aggregate, roughened concrete, rubber, raised, obr0slve strips, or grooves extending the full width ond depth of the curb ramp. Surfocee thor ore raised, etched, or grooved in o way thor would orlow woter to occumulote are prohrb[ted. 12,) For purposed of worn]ng, the full width and depth of curb romps shall have o light reflective volue and texture thor significantly contrasts with that of odjolnlng pedestrian routes, 13.) If o curb romp Is Ioco~ed where pede~trron~ must walk oaros~ the ramp, or where it Is not protected by hondmfls or guordr~TIs, it shall hove floreal sides; the moxlmum slope of the flare sholl be 1'.10. Curb r~mps with returned curbs icy be used where pedestrions would not normo[ly wolk 0crass the romp. 1¢.) Built-up curb ramps shall be Iocoted so thor they do not project into vehicular traffic Iones or Into spaces that w0u]d interfere with persons entering or exiting parked or stonding vehicles. 15.) Curb ramps shall be Iocoted or protected to prevent their obstruction by parked vehicles. INSULATION (HEATED BUILDINGS ONLY)e NOTES: 1.) ALL DOORS REQUIRED TO BE ACCESSIBLE & SHALL BE PROVIDED WITH LEVER HANDLES OR PUSH/PULL HARDW,ARE. 2.) ALL DETAILS SHALL CONFORM TO Al17.1. 5.) ACCESSIBLE ROUTES SHALL BE BY HARD, FIR(M AND SLIP RESISTANT SURFACES AND SHALL HAVE SLOPES OF LESS THAN 1:20. 4.) CLOSERS FOR DOORS SHALL BE ADJUSTED S~O THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE NOT LESS THAN ~ SECONDS TO MOVE TO A POINT B IN. FROM TNE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 5.) THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR HINGED DOORS SHALL BE 5 LBF. 6.) HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTEB NO HIGHER THAN 48" ABOVE FINISHED FLOOR. FOR 9100 WALKD©OR · 1/2" GYPSUM LAMINATED COLUMN WALL /~-6d - 1 7/8" LONG CEMENT COATED /BOX NAIL OR CEMENT COATED COOLER NAIL WITH 1/4" HEAD * · * NOTE: .... GYPSUM BOARD MAY ALSO BE ATTACHED WITH 1 1/4" TYPE W BRYWALL SCREWS © 12" O.C, TO 1/2" :¢" STRIPPING @ 16" O.C. 1/2"xl 1/2" VERTICAL BLOCKING BETWEEN NAILERS AT COLUMN LOCATIONS NON-TREATED BASEBOARD GYPSUM BOARD FASTENING DETAIL (NON RATED WALL ASSEMBLY) COLUMN WALL GYPSUM (NON RATED WALL ASSEMBLY) INSIDE OUTSIDE STRIPPING @ 16" O.C. 1/2"xl 1/2" VERTICAL BLOCKING BETWEEN NAILERS AT COLUMN LOCATIONS BOARD FASTENING DETAIL · tOFF,CE: '/ ! O:OHDGU , NY. ! "°i20-0 22 J m I,I I_1..I m m m o. DRAWN BY: KP-873 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: , ISCALE: AS NOTED SHEET NO, 3 4,2' WIDE (ZONE 2 & 5) (ZONE (ZONE (ZONE 5" O.G. GUTTERS HI-RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 6' WIDE (ZONE 2 & 5) MI-RIB T#21 CORNER TRIM T#187 TRANSITION TRIM HI RrB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM (ZONE 2) (ZONE 4.2' WIDE (ZONE 2 & B'S"xB'S" CUPOLA fZONE ZONE (ZONE L4.O' WiDE ZONE 2 & 3) (ZONE (ZONE VENT-A-RIDGE -- 5'6"x3'6" CUPOLA 6' WiDE ,// -(ZONE 2 & 5) T#1S GABLE TRIM ~' WIDE (ZONE 2 & 3) STEEL CORNER TRIM (ZONE 5) 41.6' WIDE (ZONE 6' WIDE (ZONE 2 & 5)- (ZONE 5) (ZONE 5) (ZONE ¥16 BABLE TRIM (ZONE (ZONE 5) 48' WiDE (ZONE 4) SCALE: 2~ 8~ 16' 32.0' WIDE (ZONE 4) NORTH 4.0' WIDE (ZONE 5) ELEVATION (ZONE zLO' WIDE B'S"xB'6" CUPOLA (ZONE 2 & 3)~.t 4.2' WiDE ~(ZONE 2 & 3) VENT-A-RIDGE (ZONE 2) (ZONE `5) 48' WIDE (ZONE 4) .I, TRANSITION TRIM HI-RIB STEEL WArNSCOT T#21 CORNER TRrM T#167 RASE TRIM ~_~6' WiDE (ZONE 5) 5'6"x5'6" CUPOLA VENT-A-RIDGE 4.2' WrDE .~(ZONE 2 & 3) 3) 2) `5) 5" O.G, GUTTERS HI-RIB STEEL T#21 CORNER TRIM 32' (ZONE 4) 4.0' WIDE (ZONE 5) SOUTH ELEVATION -- T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM BASE TRIM (ZONE 5) (ZONE 5) (ZONE 5) 6' WIDE (ZONE 2 & 5)- 6' WIDE (ZONE 1)-~ ~ ,~../-- VENT'-A-RIDOE !~,.xxxxxx~xxx,'~¢, ~,:,, ~¥~: .... ~ ~,,,, .... ~ ~ ~ ~~~ ~',,~,~,~ ~,,,.~,~,, ~ " . , , ~5~ ~ ~ ~ ~ ;' ' ' "~""~ ~'~" ~"~ ~'~"' ' ' ' ~ ......... ~,~, ~Z~ ~¢"/ ~,~,~ ~,~' ' ' ' ' '" ' ..... ~' , ~ ,,. ~ ~, ~ ~. ~, / ~ ~ ..... ~~ ~~ ~ ~ ~ ~ ~ ~~ ~ ~,,,, ~,,,,~ ~.,~, ~,~ ~,,~,,~ ~,, ~,~ ~,~,,, , , ~,,,~ ~, ..., ,,,,,,,, ~ ,,. ~, ~ ~,~,~ .... -(ZONE 2 & (ZONE (ZONE (ZONE 5" O.G. GUTTERS HI-RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT CORNER TRIM T#167 BASE TRIM I./ .I, 4o8, w, oE <ZONE 4) r 6' WIDE (zoNE 8)-- WEST ELEVATION ~ B' WIDE (ZONE 5) 6' WIDE (ZONE 2 & 5)~-,.~ , (ZONE / (ZONE (ZONE 4,0' WIDE (ZONE VENT-A-RIDGE 3'6"x~3'6" CUPOLA 4.2' WIDE (ZONE 2 & 6' WIDE (ZONE 2 & T#16 GABLE TRJM (ZONE 5" O.G. GUTTERS HI-RIB STEEL T#21 CORNER TRIM T#167 TRANSITION HI-RIB STEEL T#21 CORNER T#167 BASE TRIM 6' WIDE (ZONE 5) .I, 72' WIDE (ZONE EAST ELEVATION I. J I 4.2' WIDE (ZONE 5) ,55.6' WIDE (ZONE 4) ,/ 4.0' WIDE (ZONE 5) HI-RIB STEEL T#21 CORNER TRIM TRANSITION TRIM STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 4.2' WIDE (ZONE 5) Ii FFICE; "~ CUTCHOOUE, NY. ~ OB N0i28_0722 J d m d BY: KP-87`5 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: ISCALE: AS NOTED SHEET NO. 4 orlO I~)(~) FF2000 HI-RID 2'x4" PURLINS © 20" (NO. 2 DPF)(~) 2"x4" BEV, PURLIN WIRE MESH FILLER 2'xS" BEV, 5" 0,O. OUTTERS T#14~- · 146 FASCIA TRIM HI-RIB/SOFFIT 2'x6" OVERHAND NAILER--- BURRICANE CLIB(~) ® -- 60' S.C, TRUSS (~ I/2"x5 1/2" M, DOLTS 20d R,S. NAILS HI-RIB STEEL (KYNAR)~) 5-2"x8" LAMINATED COLUMN x4" NAILERS @ 24" O.C, 2100f MSR SPFI~) 18'-0" DRADE TO HEEL 1/2"xl 1/2" VERTICAL BLOCKING AT COLUMN LOCATION -- -#167 TRANSITION TRIM 2"x6" NOTCHED NAILER(~ -RIB STEEL WAINSCOT (KYNAR) OSB PROTECTIVE LINER I~) BASE TRIM ROW 2"x8' TREATED SPLASHBOARD CONCRETE FLOOR'~ -- ~ 4. ~ " 81M BASE ANCHOR(~) GRADE 24"¢ --4" MINIMUM COMPACTED DRANULAR BASE'e' 48M BASE ANCRORS(~ THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. SIDEWALL SECTION A-A SCALE: 1/2"= 1'-0" 2"x4" PURLINS ¢ 20" (NO, 2 SPF)(~) INSULATION STOP AIR DEFLECTOR f85t 1/2"x5 1/2" M. BOLTS 20d R.S. NAILS 5/4" O,S.B, WALL FIRE STOF NOTE: [ THIS SECTION IS THE SAME AS SECTION A-A EXCEPT FOR THE ITEMS AS NOTED. 16'-0" GRADE TO HEEL DRADE SIDEWALL SECTION SCALE: 1/2~= 1'-0" 42' S.C. TRUSS I~ BLOWN-IN INSULATION MIL VAPOR RETARDER HI-RIB STEEL 2"x4" TOP BLOCK HI-RIB STEEL (KYNAR)(~} 6" BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 5-2"x8" LAMINATED COLUMN 2"x4" STRIPPIND :RIOR HI-RIB STEEL 1/2"xl 1/2" VERTICAL BLOCKING AT COLUMN LOCATION TRANSITION TRIM NOTCHED NAILER (~ STEEL WAINSCOT (KYNAR) OSB PROTECTIVE LINER(~ BASE TRIM ROW 2"x8" TREATED SPLASHBOARD NON-TREATED BASEBOARD 1/2"x1" BLOCK &: T#109 BASE TRIM CONCRETE FLOOR WIDE R 11 PERIMETLR INSULATION MINIMUM COMPACTED GRANULAR BASE 2'x8' TREATED BOTTOM PLATE (4) 48M BASE ANCHORS(~) -- 9" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTIND, B-lB ROOF STRUCTURE FASTENING SCHEDULE VENT-A-RIDGE TO RIBDE BASE TRIM RIDGE BASE TRIM TO 2"x4" PURLINS HI-RIB STEEL TO PURLINS (· EDGE STRIPS) HI-RIB STEEL TO PURLINS (· INTERIOR ZONES) 20 g~2, GALVANIZED PURLIN CONNECTORS 2"x4" PURLINS TO TRUSS RT~- HURRICANE CLIPS TO 2"x4." PURLINS PT4 HURRICANE CLIPS TO TRUSS 60' STRAIDHT CHORD TRUSS TO COLUMN 42' STRAIDHT CHORD TRUSS TO COLUMN CUPOLA CAP TO CUPOLA ROOF CUPOLA ROOF TO CUPOLA SIDES CUPOLA SIDES TO CUPOLA SASE FRAME CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK TREATED BEVELED BLOCK TO 2'x4" CUPOLA BLOCKS 2"x4" CUPOLA BLOCKS TO FRAMING CLIPS #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" D.c. 0.155" x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o.c,) #9 x STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RrB (1'-0" o.c,) #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB #9 x 1" TRU-GRIP SCREWS 0,200" x 6" (6Od) RING SHANK NAILS IN PRE-DRILLED HOLE (4) 0.1,51 (Sd) x 1-1/2" RING SHANK NAILS (4) 0.131 (Sd) x 1-1/2" RIND SHANK NAILS (B) 1/2'x5 1/2" MACHINE BOLTS (12) 0.177" x 4" (2Od) RIND SHANK NAILS (5) I/2"x5 1/2" MACHINE BOLTS (8) 0.177" x 4" (2Od) RING SHANK NAILS (¢) 1/4" x 1" PLATED MACHINE BOLTS AND LOCK WASHERS PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1" STAINLESS STEEL RUBBER WASHER PANHBAD INTERNAL DRIVE SCREWS #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL 1-7/8" GUN NAILS · 6" o.c. 0.148" x 5-1/2" (16d) RIND SHANK NAILS © 8" o,c, 1/4" x 4-1/2" LAD SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0" D.c.) (2) 0.155" x 1-1/2" RING SHANK NAILS FRAMING CLIPS TO PURLINS WALL FRAMING FASTENING SCHEDULE (2) 0.135" x 1-1/2" RIND SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1/2" Rl~qO SHANK NAILS IN TOP OF PURLIN 46M BASE ANCHOR TO COLUMN 48M BASE ANCHOR TO COLUMN 81M BASE ANCHOR TO COLUMN 2"x8" SPLASHBOARD TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (8) PER ANCHOR 0,177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR (4) 0,177" x 4" (2Od) GALVANIZED RING SHANK NAILS · SPLICE/ (3) 0.177" × 4" (2Od) DALVANIZED RIND SHANK NAILS @ STANDARD CONNECTION 2"x6" NOTCHED NAILER TO COLUMN 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 2"x4" NAILER TO COLUMN END TRUSS TO 2-2'x6" END COLUMN EXTENSIONS 2"x4" PURLIN TO END TRUSS RT4 HURRICANE CLIPS TO END TRUSS HI-RIB STEEL TO NAILERS SOFFIT TO WALL SOFFIT TO FASCIA 7/16" OSB SHEARWALL OSB TO PERIMETER BLOCKS/ FRAMIND OSB TO INTERMEDIATE FRAMING BLOCKS TO COLUMNS DOUBLE 3/4" OSB SHEARWALL FIRST LAYER OSB TO PERIMETER BLOCKS/ FRAMING FIRST LAYER OSB TO INTERMED. BLOCKS/ FRAMIND SECOND LAYER OSB TO PERIM, BLOCKS/ FRAMIND SECOND LAYER OSB TO INTERMED. BLOCKS/ FRAMIND BACKER BLOCKS TO END FRAME (4) 0,148" x 5-1/2" (16d) NAILS · SPLICE/ (5) 0,1~-8'' x 5-1/2" (16d) NAILS · STANDARD CONNECTION 0.106" x 1 1/4" ASBESTOS SIDIND NAILS (4) 0.148" x 5-1/2" (16d) RING SHANK NAILS @ SPLICE/ (5) 0.148" x 5-1/2" (16d) RING SHANK NAILS · STANDARD CONNECTION (8) 0.177" x 4" (2Od) RIND SHANK NAILS 0.200" x 6" (6Od) RiNG SHANK NAILS IN PRE-DRILLED HOLE (4) 0,151" (8d) x 1-1/2" RIND SHANK NAILS #9 x 2" STArNLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RID CAP T-50 MONEL STAPLES (2) PER PIECE 0,120" x 1 5/4" SMOOTH SHANK SHINGLE GUN NAILS · 6" o.c, 0.120" x 1-5/4" SMOOTH SHANK SHINGLE GUN NAILS · 6" D.C. 0.151" x D 3/4" (2Od) SMOOTH SHANK GUN NAILS © 8" o,c, 0.115" x 2-3/8" (Sd) RIND SHANK DUN NAILS @ 5" D.C. 0.115" x 2-5/8" (Sd) RING SHANK DUN NAILS @ 8" D.c. 0.151" x 2-7/8" (1Od) RIND SHANK GUN NAILS @ 3" o.c. 0.151" x 2-7/8" (1Od) RING SHANK GUN NAILS © 6" D.C. 0.151" x 2-7/8" (1Od) RIND SHANK DUN NAILS @ 5" o.c, 2"x4" DOUBLE PURLINS @ 20" (FIRST 20' FROM CONNECTION) 12'-0" DRADE TO HEEL 42' S,C. TRUSS(~) 2"x4" STRIPPING @ 16" O.C. TOP BLOCK --2"x6" TOP NAILER -- 1/2" GYPSUM WALLBOARD OR OTHER INTERIOR FINISH · x4" NAILERS @ 24" O,C, 2100f MSR SPF(~ - 2"x4" STRIPPING @ 16" O,C, 42' S,C. DOUBLE TRUSS 1/2"x7 1/2" M. BOLTS SOd R.S. NAILS 3-2"x6" LAMINATED COLUMN W/ADD'L 2'x6" LAMINATE NOTE~ THIS SECTION IS THE SAME AS SECTION C-C EXCEPT FOR THE ITEMS AS NOTED, 5-2"x6" LAMINATED COLUMN SrDEWALL SECTION D-D SCALE: 1/2"= 1'-0" NON TREATED BASEBOARD CONCRETE STOP GRADE 2"x6' TREATED BOTTOM PLATE NOTE: THIS SECTION IS THE SAME AS SECTION B-B EXCEPT FOR THE ITEMS AS NOTED, (4) 46M BASE ANCHORS(~) SIDEWALL SECTION SCALE: 1/2"= 1'-0" C-C KYNAR HI-RIB STEEL 2'x6" ADDITIONAL LAMINATE DOUBLE 42' S.C, TRUSS (ABOVE)~//'~- 3 2"x6" LAMINATED COLUMN~ 2"x4" NAILERS~ 1/2" (GYPSUM WALLBOARD OR OTHER~ INTERIIOR FINISH ,e COLUMN DETAIL #I SCALE: I 1/2' = 1'-0" NOTE; @ IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUrLDINGS, lNG, OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY, PURLIN(~ 2"x4" PURLIN (~) 8Od R,S. N/ II TRUSS ~Ri- GRIP" SCREW ON PEAK SIDE AND (2) ON EAVE SiDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIDHT BEFORE FASTENING CLIPS) BUTTED PURLIN SCALE: 11/2'= 1' 0" 60d R.S, N, (~(~) PT4 HIURRICANE CLiP FASTEN TO~ TRUSS AND PURLIN W/ (4) 8d x 1 1/2"' NAILS (1 1/2" P.S.) 20 gm. GALV. PURLIN CONNECTOIR (~ TRUSS Id, OALV. PURLIN CONNECTOR (~) DETAIL ~Ri- DRIP" SCREW ON PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST DE TIGHT BEFORE FASTENING CLIPS) BUTTED PURLIN DETAIL SCALE: II/f= 1'-0" CUTCHOGUE, NY. JOB NO. 128-0722 BY: KP-873 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: 5/12/05 REVISED DATE: REVISED DATE: REVISED DATE: ISCALE: AS NOTED SHEET NO. 5 o 10 (~)~)2"x4" PURLINS @ 20" 2"x4" BLOCK BETWEEN T#16 GABLE 2"x6" BEV, T#194 TRIM~ (~ (~) SOFFIT SOFFIT HI-RIB (~ KYNAR HI-RIB STEEL Q 6O' END HURRICANE CLIP~) / FASTENED TO COLUMN W/ (4) 16d R,S. NAILS 2 1/4" R.W. OR 16 R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/ PRE-PUNCHED HOLES (BEND TO FIT) (3) 1 1/2" R.S. NAILS 2"x4" TRUSS TIES © 5'-9" O,C. ADDL. 2"x6" NAILER 16'-0" GRADE TO HEEL FINISH GRADE 46M SASE ANCHORS (~) 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. ENDWALL SECTION E-E scALE; 1/2"-- 1'-0" 2x4 2x8 LAMINATE FASTENED TO CMU W/ 1/4"x2 B/4"~ TAPCONS © 52" 0.C,% KYNAR HI-RIB BLANKET INSULATION STRrPPING CORNER TRIM HI-RIB STEEL STRIPPING (2) LAYER 5/4" OSB 2x4 (NO. 1SYP) HORIZONTAL BLOCKS @ 16" O.C. CONSTRUCTED AS A LADDER FRAME FOR EASE OF INSTALLATION HOUR FIRE RESISTIVE CMU BLOCK WALL (UL #UR07) 2x4 STRIPPING INTERIOR FINISH¢, LAMINATh D COLUMN BLANKET INSULATION STRIPPING (ABOVE GRADE) FOOTING (BELOW) ........ CMU BLOCK WALL ..... (BELOW GRADE) DETAIL #5 SCALE: 1 1/'2" = 1'-0" 4' METAL STRAP FASTENED W/(4) 20d NAILS INTO OVERHANG PURLIN & 2x4 PURLIN (~(~)FF2000 HI-RIB (~)2"x4" PURLINS @ 20" O.C, ~)RT4 HURRICANE 2"x8" LEDGER FASTENED 1/4"x2 5/4" TAPCONS @ 18" O.C, GRADE TO HEEL T#11/T# 5 HOUR FIRE B" CMU BLOCK WALL (UL#U907) INTERIOR HI-RIB 2"x4" STRIPPING FASTENED W/1/4"x2 TAPCONS @ 56" S.C. 3 HOUR FIRE RESISTIVE 8" CMU BLOCK (UL #U907) 2"x4" NON-TREATED 11 1/2"x1" BLOCK & T#109 BASE TRIM CLIP OVERHANG PURLIN d6 DABLE TRIM FASCIA '~-T#194 FASCIA TRIM SOFFIT (~(~) tIT/BI-RIB CAP RAFTER FASTENED W/ 1/4"x2 5/4" TAPCONS © 56" O.C. NAILER STEEL (KYNAR) NAILER CONNECTION TRIM HI-RIB STEEL 4' WiDE 7/16" O.S.B. PANEL WITH 5' WIDE ROLL OF SELF-ADHERING WATERPROOF MEMBRANE RT4 HURRICANE CLIP~ :4" LEDGER FASTEN TO TRUSS W/lOd R.S. GUN NAILS @ B" O.C. STAGGERED 42' S.C, TRUSS FASTENED TO TOP :HORD WALL W/1/4"x2 5/4" TAPCONS @ 8" O.C. 42' S,C. DOUBLE TRUSS 2"x4" BLOCK 2"x4" STRIPPING @ 16" O.C. FASTENED W/1/4"x2 3/4" TAPCONS @ 36" O.C. 2"x4" DOUBLE PURLINS © 20" O.C. 2x4 INTERIOR HI-RIB STEEL T#48 CORNER ~ 2x4 STRIPPING~ INTERIOR HI-RIB STEEL~ ~ .... 3 HOUR FIRE RESISTIVE .... '''.'.. .'.8" CMU BLOCK WALL ...... ''.'.'.'.',(UL #U907) '' .' .' 2x4 STRIPPING~ INTERIOR FINIS 2x4 NAILERS BLANKET INSULATION HI-RIB STEEL VERT. BOARD VERT. BOARD BLANKET INSULATION NAILERS GYPSUM WALLBOARD OR OTHER INTERIOR FINISH NON-TREATED BASEBOARD d62 CONCRETE STOP 12'-0" GRADE TO HEEL ,SECTION DETAIL #2 SCALE: 1 1/2" = 1'-0" IT REINFORCING EVERY OTHER COURSE ¢4 VERTICAL REBARS @ 48" O.C. MAX TO EXTEND 18" MIN. INTO FOOTING 2-¢4 REBARS CONTINUOUS NOTES: 6LOCK CLASSIFICATION: C-3 MORTAR: 1 .) TYPE M MORTAR. 2,} FULL BED OF MORTAR 3/8" NOMINAL THICKNESS. GROUT: 1 .) MAXIMUM AGGREGATE SIZE 1/2". 2.) WATER CONTENT SHALL BE THE MINIMUM NECESSARY. THE WATER-CEMENTIOUS MATERIAL RATIO SHALL NOT EXCEED 0.45 BY WEIGHT. 3.) 2000 PSI MINIMUM COMPRESSIVE STRENGTH. 4.) ALL CORES CONTAINING REBARS ARE TO BE GROUTED. S.) MAXIMUM LIFT 48". REINFORCING: VERTICAL 1.) ¢4 DEFORMED REBAR (Fy=60 KSI) 48" O.C. MAXIMUM. 2.) MINIMUM DEVELOPMENT LENGTH OF REBAR INTO FOOTING SHALL NOT BE LESS THAN 18". 3,) SPLICES SHALL BE LAPPED THE LARGER OF 24" OR 40 BAR DIAMETERS. HORIZONTALS 1 .) JOINT REINFORCING SHALL BE NO. 9 GAGE. 2,) THE MAXIMUM WALL SURFACE AREA PER CROSS WIRE IS 2.67 SQ. FT. 3.) JOINT REINFORCING SHALL BE INSTALLED EVERY OTHER COURSE. 3 HOUR FIRE RESISTIVE WALL (U.L.¢UD07) CONNECTION SECTION F-F 48" MAX. SPACING VERTICAL REIN. SCALE' 3/4"= 1'--0" }~OTE: ~, IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. NO. 9 GA, JOINT REINFORCING EVERY OTHER COURSE II II II I' Il Il 8" ====bt (- II ELEVATION ~ 8"x] 6" FOOTING W/ 2-¢4 REBARS CONTINUOUS ¢4 VERTICAL REBARS IIFFICE: CUTCHOGUE, NY. OB N0i28_0722 d Li_I ~"DRAWN BY: KP-878 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: 5/12/05 REVISED DATE: REVISED DATE: REVISED DATE: I SCALE, AS NOTED SHEET NO. or 10 (~)(~) 2"x~-'' PURLINS © 20" O.C. 2"x4" BLOCK BETWEEN T#16 GABLE 2"x6" BEV. FASC T#194 TRIM ~ ® ® SOZFn SOFFIT HI RIB CAI (~) KYNAR HI-RIB STEEL 2-2"x6" E.O.E, ® 42' END TRUSS 2x6 ADD'L HURRICANE CLIP(~) 2'x6' DIAGONAL BRACIL FASTENED TO COLUMN W/ (4) 16d R.S, NAILS © 3'-6" O.C, 2 1/4" R.W. OR 16 R,S, NAILS (1) 20d R.S, NAIL THROUGH STRAP & INTO BRACE END BRACE STRAP W/ PRE-PUNCHED HOLES (BEND TO FIT) (3) 1 1/2" R.S. NAILS 12'-0" GRADE TO HEEL N~- FINISH GRADE 18"¢ (4) 48M BASE ANCHORS(~) 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING, ENDWALL SECTION SCALE: 1/2"= 1'-0" (2) 60d R.S. NAILS OVERHANG RAFTER 2"x4" PURLIN CUT TO BETWEEN OVERHANG 12 NOTE: ,~. IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. 2"x10" NAILER T#6 & T#167 TRIMS- 1 1/2"xl I/2"x4 5/8" FRAMfND ADDITIONAL 2"x6" PURLIN W/CLIPS-, 7/16" OSB SHEATHrNG & 15# ROOFING 6' PORCH FRAME W/ 2"x8" (1950fb MSR SPF TOP CHORD) © 11'-6" 0.C.-- 2"x6" PURLINS W/CUPS 16" O.C. (NO. 2 1/2"x5 1/2" M. BOLT & (6) 20d R.S. 12 2"xB" BEV. T#144/146 TRIMS-- 5" O.O. T~k~ (~)~ 2"x¢" SOFFI SOFFI] (2) 2"x4" SUPPORTS SUPPORTS AD J, (5) l"xB" CEDAR 2"x6" BLOCKS 4'-0" 1'x12" CEDAR CEDAR BRACE CENTER CEDAR LAMINATES 1'x8' RIPPED CEDAR FACEBOARD LAM. COLUMN CUT OFF REIGNT 22" CONCRETE FLOOR 6'-1 1/2" LONGER LOWER 46M BASE ANCHOR® 18"¢ 6' PORCH 24"¢ SECTION H-H 42' S.C, TRUSS BLOCK OSB HEADER FASTENED W/ {8) 20d R.S. NAILS ROW 2'x4" NAILER 12'-0" GRADE TO HEEL SCALE: 1/2"= 1'-0" NOTE: THIS SECTION IS THE SAME AS SECTION C-C EXCEPT FOR THE ITEMS AS NOTED. THICK READi-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. KYNAR HI-RIB STEEL 2"x6" BEV, FASCIA~..~ 2"x6" OVERHANG NAILER KYNAR HI-RIB STEEL 2"x10" HEADER (NO. 1 ¥71 TRACK i 51M 15'-7 1/2" GRADE TO BOTTOM OF TRACK GIRT B"x4" TRACK 1 1/2"x2" T#7~- TRACKBOARD TRIM T#25 JAMB TRIM 2'x8' JAMB SLrDING DOOR 60' S.C. TRUSS HEADER CUSTOM 346L TRUSS HANGER W/(lO) 1 1/2" R.S. NAILS & (1) 1"x2 1/2" M. BOLT 5 1/4"x19 1/2" GLU-LAM HEADER (240Orb) 5-2"x8' LAMINATED JAMB COLUMN BEYOND W/ AN ADDITIONAL 2"x8' TREATED LAMINATE FOR HEADER SUPPORT NOTE: DOOR HEIGHT = GRADE TO HEEL HEIGHT - 4 1/2". SECTION J-J 4 1/2" SCALE: q"= 1'-0" (8) 1/2"x 5 1/2" M, 2"x8' BLOCK (3) 2"x8" STUB COLUMN T# 124 P# 1 2'x2" BLOCK-- T# 151 T# 1B4. 2'x3' JAMB (BEYOND; BOTTOM 2' TREATED) (3) 2"x8" JAMB COLUMN (BEYOND) 2"x6" TRACK BLOCK (BEYOND;- BOTTOM 2' TREATED) OHD T#71 TRACK 51M TRACK 5"x4" TRACK 1 1/2"x2' BLOCK & ALUMASEAL ¥171 JAMB TRIM 2"x3" JAMB --60' END TRUSS 2-2"x6" UPRIGHT -- 2"x10' TRACK GIRT 42' S.C. TRUSS BLOCK (RIP TO FIT) --FLAT STEEL 1-1/2"x16' LAMINATED VENEER LUMBER HEADERS MASEAL F ;155 GRADE TO BOTTOM OF 2"x6" BLOCK HEADER SECTION K-X SCALE: I "= 1'-0" HEADER NAILING SCHEDULE lEADER STUB JAMB MEMBER COLUMN COLUMN EA. L.V.L, 18 18 NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AB REQUIRED TO PREVENT SPLITTING. 5. IF NUMBER OF NAILS REQUIRED FOR READER TO JAMB COLUMN CQNNECTION IS EXCESSIVE TO CAUSE BPLI~NG, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. 16'-0" TO GRADE 3-2"x6" JAMB COLUMN BEYOND W/2"x6"x7' TRTD, SPLICE STIFFENER SLIDING DOOR HEADER SECTION L-L SCALE: 1"= 1'-0" 2"×4" HI-RIB STEEL T&G PLYWOOD 2"x8" JOIST © 16" O.C. 2"x6' DOUBLE TOP 2"x4" DOUBLE TOP PLATL I/2" GYPSUM WALLBOARD OR OTHER INTERIOR FINISH STUDWALL @ 16" O.C, 2"x4' STUDWALL @ 16" TRTD. BOTTOM PLATE FASTENED W/1/4"x2 8/4" TAPCONS © 24" O,C, 2"x4" TRTD, BOTTOM PLATE FASTENED W/1/4"x2 8/4 -- TAPCONS @ 24" O.C. 16'-0" GRADE TO HEEL INOTE: THIS SECTION IS THE SAME AS SECTION B-B EXCEPT FOR THE ITEMS AS NOTED. ROOM SECTION SCALE: 1/2'-- 1'-0" ~SEE DETAIL BELOW FOUNDATION PLAN DrMENSION ,~.'-';--';'. . .//,. , 8" CONCRETE FLOOR~. ~(./~4" ~ ~ "MINIMUM COMPACTED GRANULAR ~ /"%.. BASE ~. '-- 2-#4 CONTINUOUS REBARS THICKENED FOOTING DETAIL SCALE: 3/4"= 1'-_0" TOP OF HANGER SETS DOWN ON SQUARE CUT COLUMN BEAM HANGER TO COLUMN FROM OUTSIDE WITH (B} S.S. COLUMN ANCHOR NAILS NAIL HANGER TO BEAM FROM INSIDE WITH (3) S.S. COLUMN ANCHOR NAILS 5-2'x8" LAMINATED COLUMN ADDITIONAL TREATED LAMINATE INSIDE VIEW -BEAM HANGER GLU-LAM BEAM NAllL 2"x10" GIRT TO BEAM WITH 20d GUN NAILS 4" O.C. STAGGERED. (8) 1/2"x12" LAG BOLTS 5 1 OUTSIDE VIEW * NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS. GLU-LAM BEAM JAMB DETAILS CUTCHOGUE, NY. JOB NO. 128-0722 d oD, t%, b% ISCALE: AS NOTED SHEET NO. 7 R-30 BLOWN-IN INSULATION ~ 42' S.C. TRUSS 2"x4" STRIPPING @ 15" O.C. 1/2" GYPSUM WALLBOARD OR OTHEF · INTERIOR FINISH ,E 2"X6" TOP PLATE SPIKE 42' S.C. DOUBLE R-30 BLANKET rNSULATION~ 52Q 2"x4" STRIPPING @ 16" 0,C.-- 1/2" GYPSUM WALLBOARD OR OTHER @INTER[OR FINISH GYPSUM WALLBOARD OR OTHER · INTERIOR FINISH 42' S.C. SECTION N-N SCALE: I "= 1'-0" BLOCKS @ 7'-0" O.C. STUDWALL DOUBLE 2"X6" TOP PLATE 10" SPIKE 1/2" GYPSUM WALLBOARD OR OTHER · INTERIOR FINISH 2"x4" STUDWALL @ 16" O,C. R-50 BLOCKS @ 7'-O" O.C. DWALL 2"x6" BOTTOM PLATE FAST, TO CONC, W/1/4"x2 5/4" STUDWALL © 16" 0,O, 2"x4`" STRIPPING @ 16" 0.C.-- 1/2" GYPSUM WALLBOARD OR OTHER @INTERIOR FINISH 52Q HANGER / CONCRETE FLOOR~ SECTION SCALE: 1"= 1'-0" 20'-10 1/2" --2"x10" JACK RAFTER @ 7'-8" O.C. iF II II -ii II II II II II V %./ II I1----. 4 II II II II / / i- 2"x4" UPRIGHT DOUBLE 2"X8" TOP PLATE IKE 1/2" GYPSUM WALLBOARD OR OTHER · INTERIOR FINISH 2"x6" STUDWALL © 16" O.C. SECTION 0-0 SCALE: 1"= 1'-0" NOTE: · IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. S.C. TRUSS @ 7'-6" O,C. FASCIA PURLINS @ 20" O.C. WIDE 7/16" OSB SHEATHING ADHESIVE WATERPROOF MEMBRANE STEEL WIDE 7/1E" OSB SHEATHING BEV, FASCIA BEV. PURLIN PURLINS © 20" O.C. 4-2' S.C, TRUSS @ 7'-6" O.C. HI-RIB STEEL (FF2000)~A 2"x4" BLOCKS BETWEEN 2"x&" PURLINS @ 20" (NEW STEEL TO HI-RIB STEEL (FF200C 42" FLAT SELF ADHESIVE WATER PROOF ROOFING MEMB~ 2' WIDE 7/16" O.S.B. 7y INTERIOR INTERIOR 2"x10" JACK RAFTER FASTENED TO UPRIGHTS W/(11) 20d R,S, NAILS 16' OSB SHEATHING-,/ 4.2' S.C. TRUSS 2"x4" PURLINS @ 20" O.C, RIB STEEL (KYNAR) ~ ~P EXISTING STEEL) 2 2"x8" UPRIGHT 3-2"x4" UPRIGHT FASTENED TO TRUSS W/ (11) 20d R.S. NAILS 2"x4" NAILER 0 _.~_0~,~.~ 60' S,C. TRUSS -- -RIB STEEL~ / %--(3) 1/2"x7 1/2" M, BOLTS & T#11/T#136~/ (12) 60d R.S, NAILS "TOP NAILER~ NI--FglR RTFFI ~ ~-,~--2"X8" LAMINATED COLUMN VALLEY CONNECTION SECTION P-P SCALE: 5/4" = 1'-0" //-VENT-A-RIDGE MAIN BUILDING LINE MAIN BUILDING LINE VALLEY FRAMING LAYOUT SCALE: 5/1~'= f-O" IiFFICE: ~ CUTCHOGUE, NY. / OB N0i28_0722 J Z I,I o.' BY: KP-873 DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: TR 5/12/05 REVISED DATE: REVISED DATE: REVISED DATE: SCALE: AS NOTED NOTE: · IDENTIFIES iTEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, iNC, OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY, 1/4" PER '·6" CONCRETE · 6xG/1OxlO WWM SLOPE GRADE AWAY FROM APPROACH -- A MINIMUM OF 1/4" PER FOOT SLOPE } A MINIMUM DISTANCE OF 5'-0" S" · #4 CON3NUOUS AROUND PERIME]ER MORIZC VERTICAL "l" RAIL LATCH HANDLE 47E A/S LATCH STRIKE PLATE (HEAVY) JAMB DETAIL KYNAR HI-RIB STEEL ' END TRUSS T#71 TRACK 51M TRACK DOUBLE TOP "D" 1 1/2"x2" T#74 ¥25 JAMB 16'!0" TO GRADE HORIZONTAL "1" (HEAVY) LATCH 47E A/S LATCH STRIKE LAMINATED JAMB COLUMN SLIDING DOOR HEADER SECTION SCALE: 1" = 1'-0" SLIDING DOOR JAMB DOUBLE BOTTOM CENTER DOOR GUIDE 1 1/2"- · EXPANSION JOINT 4" BASE OF FIRMLY COMPACTED· COARSE SAND, GRAVEL, OR CRUSHED ROCK, SLOPE CONCRETE FLOOR· MORTOIN GRADE VERTICAL "1" (HEAVY) 13E LATCH ROb LATCH ROD DETAIL 3-2"x6" LAMB IIII DOUBLE TOP "D" RAIL . DOUBLE TOP "D" RAIL 16'- JAMB COLUMN (BEYOND) J ~ TO GRADE HORIZONTAL "1" RAIL -~/ HoRrZONTAL "1" RAIL (HEAVY) (HEAVY) VERTICAL "1" RAIL r: VERTICAL "F' RAIL (HEAVY) ~ (HEAVY) VERTICAL "1" RAIL (HEAVY) "'" VERTICAL "1" RAIL (HEAVY) HORIZONTAL "l" RA'L // // (HEAVY) HORIZONTAL "F' RAIL (HEAVY) 13E LATCH ROD 13E LATCH ROD ~ HORIZONTAL 'T' RAIL ~ HORIZONTAL "1" RAIL I (HEAVY) (HEAVY) 13E LATCH ROD ~ LATCH HANDLE INTERMEDIATE INTERMEDIATE ~ CENTER DOOR GUIDE INTERMEDrATE INTERMEDIATE DOUBLE BOTTOM ~ DOOROU,OE \ DOORGU,OE\ BOORGDIOE BOORGU,DE \ ,,D,, RA, L GRADE ~ , 4'-0" 4LO" 4'-0" 4'-0" 4'-0" 4'-0" 24' DOUBLE SLIDING DOOR FRAMING ELEVATION (TRIPLE PANEL) SLIDING DOOR CONCRETE APPROACH DETAIL SCALE: f' = f-O" LAMINATED JAMB COLUMN INTERMEDIATE DOOR GUIDE HOOK INSTRUCTIONS L SCREW NUT ONTO HOOK. 2. SCREW HOOK INTO LATCH BODY, JAM ~65 JAMB LATCH BODY LATCH HANDLE CENTER DOOR GUIDE 14B A/S DOOR GUIDE NAS A BUILT-IN STOP FOR ALUMASTEEL DOORS SO S~JB COLUMN MUST BE EXACTLY CENTERED IN DOOR OPENING rll DOUBLE TOP "D" RAIL ~ DOUBLE TOP "D" RAIL D % ~ 16'- N ~o TO BR )) HORIZONTAL "1" RAiL ~ HORIZONTAL ,'1,, RAiL / (HEAVY) (HEAVY) VERTICAL "1" RAIL VERTICAL "1" RAIL (HEAVY) (HEAVY) I VERTICAL "7 RAiL ~ VERTICAL "¢ RAiL ~ J (HEAVY) (HEAVY) I I HORIZONTAL "1" RAIL HORIZONTAL "1" RAIL (HEAVY) (HEAVY) I' 13E LATCH ROD 13E LATCH ROD ~ P~ ~ORIZONTAL "1" RAIL ~/ HORIZONTAL "1" RAIL (HEAVY) (HEAVY) 15E LATCH ROD ~ LATCH HANDLE DOUBLE BOTTOM INTERMEDIATE ~ INTERMEBATE ~ CENTER DOOR GUIDE ~ IINTERMEOIA% ~i INTERMEDIATE "O" '~ DOOR GUIDE DOOR GUIDE ~ DOOR GUIDE DOOR GUIDE % RAIL GRADE ~ ~\ . 3-2"X6" LAMINATED JAMB COLIJMN (BEYON£ IIFFICE: CUTCHOGUE, NY. OB N0i28_0722 W I,.,_1 ,<El BY: KP-873 DATE: 2/27/04 CHECKED BY: DATE: REVISED REVISED DATE: REVISED DATE: REVISED DATE: DOOR GUIDE DETAILS 22'-6" DOUBLE SLIDING DOOR FRAMING ELEVATION (TRIPLE PANEL) ISCALE: AS NOTED SHEET NO. 9 oP~O STD. 2"x4" NAILERS EXTRA NAILERS BETWEEN STD, NAILERS (MAX SPACE TO BE 24") /~7/16" OSB CHORD OF END TRUSS VERTICAL BLOCKS AT COLUMN BETWEEN NAILERS ~ETER OF OSB SHEETS NAILED W/ 1-5/4" SHINGLE GUN NAILS SPACED 6" O.C, NAILED TO INTERMEDIATE SUPPORTS W/ 1-3/4" SHINGLE GUN NAILS SPACED 6" O.C, LAMINATED COLUMN 5/4"x6" NAILER (IF PROTECTIVE LINER iS INCLUDED) 2"x8" TRTD. BASEBOARD BLOCK BETWEEN NAILERS NAILED TO COLUMN W/ 20d GUN NAILS. NAILED 6'~ O.C, LAMINATED COLUMN ~- 2"x4" NAILERS LAMINATED COLUMN OSB SHEARWALL SECTION 2' LONG BRACE STRAP (1) 20d R,S, NAIL TI STRAP INTO TIE ~ (5) 1 1/2" R.S. NAILS THROUGH STRAP 2"×6" NAILER 2 1/4" R.W. NAILS TRUSS TIE OSB SHEARWALL ELEVATION TRUSS SPACING 7'-8" O.C. LIVE LOAD 36 PSF DEAD LOAD 4 PSF CEILING LOAD PSF TOTAL LOAD 40 PSF 16x10 PL. 18 GA, TRUSS TIE TO ENDWALL DETAIL WEB #1 11 '3" I 2"x4" STIFFENER 16xll S,B. 18 GA. PL. CAMBER AT CENTERLINE 2" 9xll PL, 15'o,, WEB #2 WEB #5 STIFFENER EB #4 10x15 PL. 9xll PL, 11x15 PL. ~ 5x13 PL, WEB NEB #6 8X10 PL. 12 4x5 PL 4'10-5/16" -- 12'8-7/8"- 20"7-3/8" 29'10-1/2" PL. 18 GA. PL. 18 GA. PL. 18 GA. 15-1/2" 3- 2"x6" LAMINATED 60d R,S. NAIL 11x16 PL. * - O.S.B, FASTENING INSTRUCTIONS: 1.} FASTEN FIRST LAYER 3/4" O,S.B. W/ed NAILS @ B" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG INTERMEDIATE FRAMING. 2,) FASTEN SECOND LAYER 3/4" O,S.B. W/lOd NAILS @ 3" O.C, ALONG PANEL EDGES AND 6" O,C, ALONG INTERMEDIATE FRAMING, OVERHANG NAILER ROWS 1Od R.S. GUN NAILS (~ 3" O,C. 'xG" (NO, 1 STP) BACKER BLOCK O.S.B. FASTENING * LAYERS 5/4" O.S.B. 2"x4" (NO. 1SYP) HORIZONTAL BLOCKS © 16" O.C. CONSTRUCTED AS A LADDER FRAME FOR EASE OF INSTALLATION (2) LAYERS 3/4" O.S.B, BACKER BLOCK DETAIL DOUBLE LAYER 3/4" O.S.B. SHEARWALL DETAIL SCALE: If/2' = 1'-0" 2"x4" TRUSS TIE (1) 1 1/2" R,S, NAIL IN EACH TOP TAB OF CLIPS TRVSS 2"x4" 20 go. GALV, (1) #9x1" TRU-GRIP SCREW ON PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CUPS) TRUSS TIE DETAIL PURLIN CONNECTOR TRUSS (1) 1 1/2" R.S. NAIL IN EACH SIDE TAB OF CLIPS* * ALWAYS USE A TOTAL OF (8) 1 1/2" R.S. NAILS PER PURLIN PURLIN CLIP DETAIL WEB #1 16xll PL. 18 GA, SINGLE TRUSS TRUSS SPACING 7'-6" O.C. LIVE LOAD 38 PSF BEAD LOAD 4 PSF CEILING LOAD 4 PSF TOTAL LOAD 44 PSF DOUBLE TRUSS TRUSS SPACING 3'-9" O.C. LIVE LOAD 58 .PSF DEAD LOAD 7 PSF CEILING LOAD 4 PSF TOTAL LOAD 47 PSF WEB 11x16 PU #2 WEB #z 11x15 PL. WEB #4 4x5 PL. #5 BxlO PL. 12 4 2'~12,, NOTE: TRUSSES TO BE USED AS DOUBLE MEMBER TRUSS SPACED 7'-6" O,C, TRUSSES TO BE NAILED TOGETHER FROM EACH SIDE WITH ,131 DIA. 2-7/8" R,S. GUN NAILS STAGGERED 8" O.C. ALONG TOP CHORD AND WEB ~EMBERS, AND 24" O.C. ALONG LOWER CHORD. PL. 18 GA, PL. 18 GA. TRUSS DESIGN SPECIFICATION: Truss hos been designed by computer using the Purdue Plene Structure Anolyzer lAW current stondords and spec[ficoUons of recognized engTneering pBncfples. Trusses ore monufoctured by Morton Buildings, Inc. LUMBER SPECIFICATION (1997 NDS for Wood Construction); Lower Chord - 1950f - 1.5E MSR SouEhem Pine Top Chord --- No. 1 K,D, - 19 Southern Pine Web Members -- No. 1 K,D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evduot[on Report No. 2929): ASTM A-653, Grade A 20 Go. and 18 Ga where noted, golvon[zed steel Morton truss plotes identified by o hexogon stomped every 1-1/4" dong the center of the plate. RAFTER LENGTH 51'5-7/8" Webs ore 2x4's except where noted CUSTOM 60' HL S.C. 'TRUSS SCALE' 3/8"= 1'-0" CAMBER AT CENTERLINE 1-1/4" -- 4'5-15/16" 11'2-5/16" TRUSS DESIGN SPECIFICATION: Truss hos been designed by computer using the Purdue PIone Structure Anoly~er lAW current standards Grid specifications of recognfzed engineering pBnc[ples. Trusses ore manufactured by Morton Buildings, Inc, LUMBER SPECIFICATION (1997 NDS for Wood Construction): Lower Chord -- 1950f - 1,5E MSR Southern Pine Top Chord -- 1950f - 1.5E MSR Southern Pine Top Chord --- No. 1 K,D, - 19 Southern Pfne Web Members -- No. 1 K,B, - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Ewlu~Uon Report No. 2929); ASTM A-65~, Grode A 20 G~. and 18 GQ. where noted, gdwnlzed steel Morton truss plates [denUfied by o hexegen st~mped every 1-1/4" dong the center of the plote. RAFTER LENGTH 22'0-1/16" Webs are 2x4's except where noted 42' HL 20'10-1/2" S.C. TRUSS SCALE: 1/2"= 1'--HO'' PL 18 GA. 15-1/2" I OFFICE: ~ CUTCHOGUE~ NY~ ' I JOB N0i28_0722 J W W ~DRAWN BY: KP-875 · DATE: 2/27/04 CHECKED BY: DATE: REVISED DATE: REVISED BATE: REVISED DATE: REVISED DATE: · · ISCALE: AS NOTED ~] ~)H EEoT, N(~'0 SH EET:/:t R1 OF R3 R2 OF R3 R3 OF R3 SHEET INDEX I REVISED ELEVATIONS DESCRIPTION COVER PAGE & SHEET INDEX REVISED COLUMN PLAN DESIGN AND EXPLANATORY NOTES 1 .) THIS THREE PAGE SET OF PLANS REFLECTS THE ACTUAL BUILDING ORIENTATION AS CONSTRUCTED. DETAIL #2 AND #3 ARE SHOWN IN THIS SET TO REFLECT THE REVISED OREINTATION AS CONSTRUCTED. THE OTHER SECTION MARKERS AND SHEET REFERENCES CORRESPOND TO THE FINAL ORIGINAL SET OF SEALED DRAWINGS DATED 5/12/05. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LIC. F~D/REGIBTERED PROFESSIONAL ENGINEER. RONALDL. SJJ~ON.P.E. ~ ',5 ~11-~:- ~ DATE:O~,O%,t~EG ~ ~ '¢~ "~ _ _ ~. ~..~' ~ CUTCHOGUE, N~Y JOB NO, 128-0722REV n II I II I 7 DATE: 05/03/10 CHECKED BY. GMC DA rE: (' 35/04/10 REVISED DATE.:' ~ REVISED DATE' REVISED DA TE: ---- SCALE: AS NOTED SHEET NO. o~ R3 SOUTH SIDEWALL COLUMN LOCATION DIM'S SOUTH ENDWALL COLUMN LOCATION DIM'S §'-1 1/2" _6' 1~0 ,/2" 7' 0" 7'-0" 7'-~0" B'-'" 7'-0" 3'-4 I/2: :21-0:NON-VENTED1 0 VENTED SIDE¥ DVERHANGs'LLOVERHANGS 42'-7 1/2" ~ I ¢ 22"~ ~ -- ~2'-7 ~/2~ DOUBLE 2'x4" PURLINS I I ~ ONLY) COLUMN PLAN I, ,,., 34'-9 ~ Z r ~,_ k 8" CMU BLOCK WALL ~ · [ ~ 26¢ k (UbffU907) I I 59'-- g' 24"¢ V 24"~ V 24"¢ V 24"~ V 24"¢V 24"eV 24"¢ V 24"¢ V 24"¢V 24"¢ V 24"e V 18"¢, COLUMN PLAN LEGEND - 3-2"X6"LAMINATED COLUMN LOCATION 3-2"x8" LAMINATED COLUMN LOCATION - 3-2"x8" LAMINATED STUB COLUMN LOCATION · - HEADERED TRUSS LOCATION [] 161 3068 9 LITE FLAT SLAB FIBERETEEL WALK DOOR W/ LOCKSETS & CLOSERS [] - (5) 3068 WALK DOORS - II 1) 5040 SLIDING HAYFIELD WrNDOWS W/SHUTTERS 121 14'x14' OVERHEAD DOORS W/OPERATORS, LITES, & 4" JAMB PROTECTORS (~) - 22' 6"xl 5'-7 I/2" DOUBLE SLIDING ALUMASTEEL SIDE DOOR W/WEATHERSEAL ~) - 12) 24'x]6' DOUBLE SLIDING ALUMASTEEL END DOORS W/WEATHERSEAL - {12) 3065 SKYLITES (60'x120' BUILDING) (4) 3'-6"x3'-6" CUPOLAS (NON-FUNCTIONAL) (2} 7/I 6" OSB SHEARWALLS (SEE DETAILS SHEET 10 OF I 0 ~ (2J 3/40SB DOUBLE SHEARWALLS (SEE DETAILS SHEET 10 OF 10) r-l - 121 30"x30" ATtiC ACCESS PANEL IVERIFY LOCATJONSJ ~ - CUSTOM 60' S,C, TRUSSES @ 7'-6" O.C. TYPICAL - CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES @ APPROXIMATELY 3'-9" C.C. AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-6" O.C, TYPICAL - 42' S.C. TRUSSES @ 7'-6" C.C. TYPICAL - CONTINUOUS 2"x4' LOWER CHORD TRUSS TIES @ APROXIMATELY 3'-6" C.C. AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-0" C.C. TYPICAL ~= BI M BASE ANCHORS 18"@ - 18" DIAMETER FOOTING W/ 8" THICK READHMIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 22"EJ - 22" DIAMETER FOOTING W/ 9" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 24"E~ - 24" DIAMETER FOOTING W/ 10" TH[OK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING, 26"@ - 26" DIAMETER FOOTING W/ 10" THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI MIX CONCRETE AROUND COLUMNS WHEN SETTING. 34"¢ - 34" DIAMETER FOOTING W/ 13"THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 10" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING, 2x4 STRIPPIN, · INTERIOR FINISF 2x4 STRIPPING~ HOUR FIRE RESISTIVE 8" CMU BLOCK WALL [UL #U907) T#48 CORNER TRIM INTERIOR HI-RIB STEEL ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT [] 38 1/4" 8]" [~ VERIFY VERIFY Z~ 52 1/4" 33 5/8" 2x4 STRIPPING DETAIL #2 2x4 (NO. 1 SYP) @ 1 O.C. CONSTRUCTED AS A LADDER FRAME FOR EASE OF INSTALLATION (2) LAYER 3/4" OSB BLANKET INSULATION COLUMN R FINISH · /~ 2x4 STRIPPING 3 HOUR FIRE RESISTIVE 8" CMU BLOCK WALL (UL #U907) KYNAR E 2X8 LAMINATE FASTENED TC CMU W/ 1/4"x2 3/4" TAPCONS @ 32" O.C. 2x4 NAILER (ABOVE GRADE} [ STRIPPING DR HI-RIB STEEL T#48 CORNER TRIM 2x4 STRIPPING -6" BLANKET INSULATION (BELOW GRADE) FOOTING (BELOW) DETAIL #3 SCALE: 1 1/2"= 1'-0" ~RS INSULATION BOARD BOARD STEEL ~NKET INSULATION dLERS CUTCHOOUE, NY . 128-0722REV CD I I I III III I II I I D~AWNBY' RP882 · DATE: 05103/10 CHECKED BY: OMC DATE: 05/04/I 0 ~?EV/$ED DATE .... f~EVISED DATE: .... 6' WIDE (TONE 2 T#16 GABLE TRIM 6' WIDE (ZONE 2 & 4 CUPOLA (ZONE 2 & 3)~.~~ I 4.2' WIDE !ONE 2 & VENT-A-RIDGE 5'6"x3'8" CUPOL 2) (ZONE 3) (ZONE 2} (ZONE 3) 4.2' WIDE ZONE 2 & 3} HI RIB STEEL T#21 CORNER TRIM 3) ),G, GUTTERS FEEL T# 167 TRANSITION TRIM HI RIB STEEL WAINSCOT T#21 CORNER TRIM TM167 BASE TRIM 6' WIDE (ZONE 5) 4.2' WIDE (ZONE 2 & 3}~ 48' WIDE (ZONE 3'6"x3'6" CUP0L VENT A RIDGE -- 4.2' WIDE (ZONE 2 & 3 6' WIDE /ZONE 21 4.0' WIDE (ZONE 2 & 3) (ZONE (ZONE VENT-A-RIDGE -- (ZONE 5J (ZONE 5) (ZONE 5} 6' WIDE (ZONE 5) WEST ELEVATION :ONE 2 31 3'6"x3'6" CUPOLA T# 16 GABLE TRIM TRANSITION TRIM T#167 BASE TRIM 6' WIDE ZONE 2 & 3) (ZONE (ZONE E 5" O,G. GUrTERS HI-RIB STEEL ~ TM21CORNERTRIM ~ T#167 TRANSITION TRIM -- HI-RIB STEEL WAINSCOT -- T#21 CORNER TRIM TMI67 BASE TRIM -- 4.2' WIDE (ZONE 5) ,I 41.6' WIDE (ZONE 41 4 O' WIDE (ZONE 5) I 4.2' WIDE (ZONE 5} EAST ELEVATION HI-RIB STEEL TM21 CORNER TRIM TM167 TRANSITION TRIM HI-RIB STEEL WAINSCOT f#21 CORNER TR TM 167 BAS E TRIM (ZONE 5] IZONE 5] (ZONE 5) VENT A-RIDGE HI RIBSTEEL ~ TM21 CORNERTRIM ~ SCALE: 16' TM 167 TRANSrTION TRIM -- HI RIB STEEL WAINSCOT TR21 CORNER TRiM Till67 BASE TRIM 6' WIDE (ZONE 5J / 6' WIDE /ZONE 2 & 3) 4.2' WIDE ZONE 2 & 3) 108' WIDE (ZONE 4] CUPOLA NORTH VIDE (ZONE 5) VENT A-RIDGE ELEVATION TMIB GABLE TRIM -- 4.0' WIDE ) 6' WIDE ZONE 2 & 3) (ZONE 5) 6' WIDE , /'~-(ZONE 2 & 3) ) ),G, GUTTERS CUTCHOOUE, NY _ JOB NO, 128-0722REV n O III Il I_ ~DRA WN B Y: ~P882 · DA TE. 35/03/10 CHECKED B)C OMC DATE: 05/04/10 REVISED DATE.. ____ REVISED DATE .... REVISED DA ?E: .... REVISED DALE., __ HI RIB STEEL T#21 CORNER TRIM TM167 TRANSITION TRIM HERIB STEEL WAINSCOT T#21 CORNER TRIM Tfl167 BASE TRIM 4.2' WIDE (ZONE 5} 33.6' WIDE (ZONE 4) 4 2' WIDE (ZONE 5( 72' WIDE (ZONE 4) SOUTH ELEVATION 6' WiDE (ZONE 5) CORNER TRIM rRIM CORNER TRIM 0%, 0% , ISCALE: AS NOTED SHEET NO. R30E R3