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Home My WebLink About31572-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 11/01/06 No: Z-31976 THIS CERTIFIES that the building COMMERCIAL BUILDING (STREET) Block 2 SOUTHOLD (HAMLET) Location of Property: 46255 CR 48 (HOUSE NO.) County Tax Map No. 473889 Section 55 Lot 18.1 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 2005 pursuant to which Building Pennit No. 31572-Z dated NOVEMBER 1, 2005 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 NEW COMMERCIAL BUILDING (SOUTHOLD FLOOR COVERING) AS APPLIED FOR. The certificate is issued to L&P VACC,LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-04-0003 06/26/06 ELECTRICAL CERTIFICATE NO. 2095195 06/19/06 PLUMBERS CERTIFICATION DATED 06/16/06 BURTS RELIABLE, INC. ~ Rev. 1/81 ~-_-1 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Form No.6 TOWN OF SOUTH OLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLlCATIO,N FOR CERTIFICATE OF OCCUPANCt ~;':.:-'1'-----r,~~ -'r;---- ~:" .- ~,~ ;~~'~ . . , /; JUl 7 2 S :1 ., , " I 1"\, ---'--_.__.~--,--" A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). .3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. " . C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses~ 2. Certificate of Occupancy on Pre-existing Building - $1 00.00 ~ 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary certjificate of Occupancy - Residential $15.00, comm;:::~1 $15.0& ~ If!O & New Construction: Old or Pre-existing (check one) Location of Property: "* (p ~ s""" 'Ii House No. Owner or Owners of Property: ~p Street Hamlet Suffolk County Tax Map No 1000, Section ljY; \f~(lr LLc I S-~ Block cf2 Lot }?). I Subdivision Date ofPermit.J.d I I 0 ')' Filed Map. Lot: Applicant:S()~o kL '-:f../OOl i1,,~ '1 Permit No. 31 S- rz /2 Underwriters Approval: Final Certificate: I Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ & . ell) ~ll.1~~ Qo'E3f?7C, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Located at ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I l!lE!ffi! 3/51;)... .35: -:i - , E!ffi!~E!ffi!IE!~ ~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS P.O. BOX 1061 SOUTH OLD, NY 11971-0932, L & P VAC 46025 RT. 48 SOUTHOLD, NY 11971 46025 RT. 48 SOUTH OLD, NY 11971 5~ CeO ~1.locn. 13 i lid&-{ Certificate Number: 2095195 Application Number: 2095195 Section: Block: Lot: Building Permit: 51 ^ BDC: n511 Described as a Commercial occupancy, wherein the premis21lectrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th Day of June, 2006. Name OTY Rate Ratin. Circuit ~ Alarm and Emergency Equipment Combo Exit and Emergency Light 4 0 Emergency Light 2 0 Appliances and Accessories Exhaust Fan 4 0 F.H.P. Time Clock/Switch I 0 Water Heater I 0 4.5 KW Furnace I 0 Oil Air Conditioner 2 0 60.000 BTU Panels I 200 8 I 200 29 Wiring and Devices Outlet 40 0 Fixture Fixture 6 0 Incandescent Fixture 46 0 Flourescent Outlet 72 0 General Purpose seal Receptacle 49 0 General Purpose Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. E!ffi!l!l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ i ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E!ffi! ii!IE!ffi! . ~~~E!ffi! I!I~~~I!I ~ . . - . ~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE ~ i NEW YORK BOARD OF FIRE UNDERWRITERS i ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ PAUL R BURNS L & P VAC ~ ~ P.O. BOX 1061 46025 RT. 48 ~ I SOUTHOLO, NY 11971-0932, SOUTHOLO, NY 11971 I ~ Located at 46025 RT. 48 SOUTHOLO, NY 11971 ~ ~ ~ ~ Application Number: 2095195 Certificate Number: 2095195 ~ ~ Section: Block: Lot: Building Permit: BOC: n511 ~ ~ ~ ~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~ i electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, Second Floor, Outside, i ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with th~ requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 19th Day of June, 2006. ~ ~ Name OTY Rate Ratin. Circuit ~ ~ ~ Switch 19 0 ~ ~ Paddle Fan 3 0 ~ ~ Disconnect 2 0 60 amp Air Conditioner ~ ~ Receptacle 8 0 GFCI ~ ~ Service ~ ~ Service Disconnect: 2 200 cb ~ ~ Meters: I i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ seal ~ ~ ~ ~ 2 of 2 ~ I ; ~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~ I!I~~.I!I 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. 31572 Z Date NOVEMBER 1, 2005 permission is hereby granted to: FLOOR COVERING SOUTHOLD 46025 ROUTE 48 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A COMMERCIAL BUILDING AS APPLIED FOR PER PLANNING BOARD AND SUFFOLK COUNTY HEALTH DEPT APPROVAL SOUTHOLD at premises located at 46255 CR 48 County Tax Map No. 473889 Section 055 Block 0002 Lot No. 018.001 pursuant to application dated SEPTEMBER 29, 2005 and approved by the Building Inspector to expire on MAY 1, 2007. Fee $ 1,852.80 ed Signature ORIGINAL Rev. 5/8/02 - - ~ ~ - - ~ - - - ~ - I Located at ~ ~ I ~ I I ~ ~ - ~ ~ I - ~ - ~ ~ ~ I ~ ~ - I BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS P.O. BOX 1061 SOUTHOLD, NY 11971-0932, L & P VAC 46025 RT. 46 SOUTHOLD, NY 11971 46025 RT. 48 SOUTHOLD, NY 11971 Application Number: 2095195 Certificate Number: 2095195. Lot: Building Permit: BDC: ~11 Section: Block: Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inion the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent det.ailed herein, was conducted in accordance with the requirements of the applicable' code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th Day of June, 2006. ~ OTY ~ Ratin. Circuit Im Alarm and Emergency Equipment Combo Exit and Emergency Light Emergency Light Appliances and Accessories Exhaust Fan Time Clock/Switch Water Heater Furnace Air Conditioner Panels 4 0 2 0 F.H.P. 4 0 1 0 1 0 1 0 2 0 4.5 KW Oil BTU 60.000 200 200 8 29 Wiring and Devices Outlet Fixture Fixture Outlet Receptacle , . Fixture Incandescent Flourescent General Purp()SC General ~e 40 0 6 0 46 0 72 0 49 0 , li:!- ~_',sea>d;i . ::. -, i) -:.~. I: " ',( . 1 of 2 Continued on Next Page . . .~,' , . - . - . This certificate may not be altered in any way and is validated only by the presence of a raised seal at the,loc~llI1!indi~'~i: . ; !: .'- -i.~::rl}I.-~;:; _-~ \~ ;' E!IE! E!IE! E!IE! - ~ ~ - ~ - - - - ~ ~ ~ = - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ml I I . . I ~ ~ ~ ~ ~ ~ I ~ I ~ ~ ~ ~ I ~ . . i I ~ I I I ~ BY THIS CERTIFICATE OF COMPLIANCE THE ".,..,.J;.,' 'New, YORK BOARD OF FIRE UNDERWRITERS . , "I _'. ,) BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS P,O. BOX 1061 ,SOUTHOLD. NY 11971-0932, L & P VAC 46025 RT. 48 . SOUTHOLD, NY 11971 Located at <16025 RT. 48 SOUTHOLD. NY 11971 Application Number: 2095195 Certificate Number: 2095195 Section: BlOck: Lot: Building Permit: BDC: ns11 Described as a Commercial Occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor,: Second Floor, .Outside, A visual inspection of the premises electrical system, limited to electrical devices and Wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th Day of June, 2006. Name . OTY ~ Rating Qwill ~ Switch 19 0 Paddle Fan 3 0 Disconnect 2 0 Receptacle 8 0 Sltrvl!=.L..-,~_~,,_.._.._.._.,_ . Service Disconnect: Meters:. I 60 amp '. Air 'Conditioner GFCI 2 200 cb .. .. '.--. seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~~_~r.:r:r:r:r:""I;:'I~..__ ~--- . ~ . . ~ . ~ ~ ~ ~ ~ , . I ~ . I . ~ ~ . ~ ~ ~ I I ~ I ~ I ~ ~ ~ I ~ I I I ~ ~ T 0'110 riall, 53095 Main '101d P O. Bo,. 1179 Soclr,old, New Yol1< 1197 I Fax (516; 7651E,3 Telephone (516) 7G:, ~8~J: OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I FIe A T ION Date: la-/G,-lXP Building Permit No. 3 15 7 a Owner: W\c~ h1C1fl6r I S()J~tA Flv.r t.o,VUill.l) (p ease pnn L.en V4Ccar, el/o Plumber: (l)ur+-s f\e,\'l<.bI.., \ ,,(, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1 % lead. (plumbers signa ure) Sworn to before me this llof~ day of J,J ne.. Notary Public, ,~ffo/t.. County ~~~ ,J!'*"':J Pvb I. 2. /I: 'fl'l'ljq!, 20~ BERNADETTE l. TAPlIN NOTARY PUBLIC H4B44B93 Stale of New York Residing in Su1falk Coullly Com"',',."", t,pires llo,.L II, II yVov n i)IXJ 1 , , COUNTY OF SUFFOLK (i '\ ' I " , , " ~. 5 ,- STEVE LEVY SUFFOLK COUNlY EXECUTIVE , I '''' I '~ DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. CHIEF DEPUTY COMMISSIONER LOUIS CALDERONE DEPUTY COMMISSIONER August 30, 2006 McCarthy Management, Inc. 46520 Rte. 48 Southold, N. Y. 11971 RE: Permit #48-190, CR 48, Middle Rei. (Southold Floor Coveriug) County Treasurer has been authorized to refund your secnrity in the amount of 55,000.00. To Whom It May Concern: This is to advise you that work under the above-referenced pennit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, William Hillman, P .E. Chief Engineer M. Paul Campaguola Director of Highway Planning & Pennits WH:MPC:ln cc: Town of Southold SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE . Y APHANK, N.Y. 11980 . (631) 85:1-4010 FAX (631)852-4150 KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAIliNG ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 October 23, 2006 PLANNING BOARD OFFICE TOWN OF SOUTH OLD Re: Southold Floor Covering 46025 County Road 48, Southold SCIM: 1000-55-2-18.1 ,~~--_._--- liirlJ-0 I '. i ~ r Ii! i'" l' : l~ " ----, i"".I,re'i I. I,'. 'I, 1,,1, , ,i Thomas J. McCarthy McCarthy Management, Inc. 46520 County Road 48 Southold, New York 11971 :i 24 )\ i .~....Q~~2.__ Dear Mr. McCarthy: At the written request of Ruthie Love of McCarthy Management, Inc, dated October 5, 2006, stating "all conditions have been satisfied" , Planning Department staff reviewed the requested materials submitted by McCarthy Management, Inc. as detailed in the letter addressed to you dated September 25, 2006. In reference to the above, the Planning Board held a work session on October 16, 2006 to discuss the submitted materials, including the as-built plan prepared by S. L. Maresca dated January 30, 2004 and last revised September 26, 2006, the approved site plan prepared by S. L. Maresca dated January 30,2004 and last revised November 8, 2004 and the resolution dated December 14, 2004 regarding the above referenced site plan application. In reference to the above, the Planning Board has accepted the 'As-Built' plan dated January 30, 2004 and last revised September 26, 2006 (However, please note that this acceptance does not endorse the versions of the plan dated June 21, 2006 AND June 27, 2006). This is to inform you that the site plan requirements have been satisfied and include the following items: · The Planning Board acknowledges and approves only Southold Floor Covering in the building as originally approved on December 12, 2004 and as shown in the as-built site plan dated January 30, 2004 and last revised September 26, 2006. · The Planning Board continues to waive the parking requirements at this time because Southold Floor Covering retail use appears to not have a detrimental effect on the public health, safety or general welfare. · The Planning Board prefers to maintain landscaping in the front of the new building in place of specified land banked parking spaces. · The Planning Board grants approval for less than the required number of parking spaces for the Retail Use, however, the Planning Board has the right to review the parking requirements again if any change or intensity of use is proposed. Southold Floor Covering Page Two October 23,2006 · As per Town Code ~280-127, "anychange in use or intensity of use which will affect the characteristics of the site in tenns of parking, loading, access, drainage, open space or utilities will require site plan approval". · The Planning Board accepts the discrepancy in square footage from the approved plan showing 7,176 square foot "footprint" and the as-built plan showing 7,167 square foot "total usage". · All ~andicap parking stalls and access aisles must comply with NewYorkSrate Code and ADA reqwrements. · The applicant agrees, as per the approved site plan, the mechanical equipment located on the east side of the building must be screened from view by evergreen vegetation. As per landscape survivability, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, ~~ tf Jerilyt'B. Woodhouse Olairperson Cc: File Building Department Town Engineer (" \', ---"::> \"f] I-J \ ", ,I- \~;", "j i i Gel 2 4 LCOS \, \ "-~ PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair RICHARD CAGGIANO WILLIAM J. CREMERS KENNETH L. EDWARDS MARTIN H. SIDOR MAIUNG AnDRES::: P.O. Box 1179 Southold, NY 1197. OFFICE LOCADOh: Town Hall Annex 54375 State Route 2f> (cor. Main Rd. & Youngs /" ~.) Southold, NY Te1ephcme: 881 7811-] !138 Fax: 881 7811-3136 December 14, 2004 P~GBOARDOFFICE TOWN OF SOUTHOLD Mr. Leonard Vaccariello 1170 Park Avenue Southold, NY 11971 Re: Site Plan for Southold Floor Covering Located at 46255 County Road 48, in Southold SCTM#1000-55-2-18.1 Zone: B. General Business District Dear Mr. Vaccariello: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 13, 2004: The final pUblic hearing was closed. WHEREAS the applicant, Len Vaccariello, proposes a new 7,165 sq. ft. building with 2,823 sq. ft. of warehouse, 200 sq. ft. of office, 64 sq. ft. of a bathroom and 4,066 sq. ft. of retail on a 0.63 acre parcel in the B Zone; and WHEREAS Southold Floor Covering, Inc. is the owner of the property known as 46255 County Road 48, SCTM #1000-55-2-18.1 located on the nlslo County Road 48, approximately 420' elo Young's Avenue in Southold; and WHEREAS on December 4, 2003, a site plan application was submitted for approval; and WHEREAS on May 6, 2004 the Southold Town Zoning Board of Appeals granted a variance as described under Appeal Number 5503 and the Planning Board has accepted this approval; and . WHEREAS on July 12, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.6, performed a review of this unlisted action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS on July 16, 2004, the Southold Fire District found adequate fire protection for this site plan and indicated this recommendation is valid for one year; and the Planning Board has accepted this recommendation; and Sou~l'Iold Floor Coverine. Inc. - Pace Two - 12/14/04 WHEREAS on August 23,2004, the Suffolk County Department of Health Services assigned the reference number C10-04-003 and approved the site plan prepared and certified by Steven L. Maresca, Professional Engineer, dated January 30. 2004 and last revised August 2. 2004, subject to all details shown; and the Planning Board has acrr;pted the approval; and WHEREAS on October 7, 2004, the Architectural Review Committee reviewed and granted preliminary conditional approval of the architectural drawings and associated sitr' plan materials; and on December 6, 2004 the Planning Board accepted this approval along with the infonnation submitted on November 30, 2004 by McCarthy Management; and WHEREAS on October 13. 2004, the Suffolk County Department of Public Works as,igned the pennit #48-190 for the site plan prepared and certified by Steven L. Maresca. Professional Engineer. dated March 23, 2004 and last revised August 2, 2004. subject to all details shown; and the Planning Board has accepted the approval; and . WHEREAS on December 9,2004, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board has accepted his recommendation; and WHEREAS on December 13, 2004, the Southold Town Building Inspector reviewed and certified the site plan; and WHEREAS the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing. has received affidavits that the applicant has complied with the notification provisions; and WHEREAS the following four items are incorporated and included in the site plan: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. 2. All signs shall meet Southold Town Zoning codes and shall be subject to approval of Southold Town Building Inspector. 3. The street trees (Zelkova Serrata 2.5-3" caliber) shown on the landscape plan prepared by Natural Landscape Accents dated 9/28/04 shall be changed to Red Maple 2.5-3" caliber as offered in the letter from McCarthy Management dated November 30. 2004. 4. All roof penetrations need to be kept on the north side of the ridge line on the front structure and out of the way of the traveling publiC's view. In the event that it is not possible to locate a vent line in this area, the penetration material will need to be copper or lead coated copper. Southold.:.Floor Coverinc. Inc. - Pace Three -12/14/04 5. The mechanical equipment should be located on the north or east side of the building and shall be screened from view by evergreen vegetation. 6. The three leaching pools shown in the parking area should be moved in a Northerly direction to allow for the installation of two catch basins at each curb line on either side of the proposed entrance. These catch basins should then be piped into the first leaching pool. This will allow for a crown in the entrance pavement and prevent surface water flow from bypassing the drain and ultimately enter the county right-of-way; and WHEREAS all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval of the site plan prepared and certified by Steven L. Maresca. Professional Engineer, dated January 30. 2004 and last revised November 8, 2004, and authorize the Chairperson to endorse the final site plans with the following condition and subject to a one-year review from the date of Issuance of the building permit: All exterior lighting shall be submitted to the Planning Board for review prior to installation. One copy of the approved site plan is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, tt.:;:r;~ Chairperson Enc. cc: Building Department Town Engineering Inspector . r;-~-- :'\) ~: ' - I, [:.' --_._~ 171 l~ ::- '" ;', '. STEVEN L. MARESCA y APR20{ I) .;il I CONSULTING ENGINEER ~ L___.. 188-07W. MONTAUK HIGHWAY. HAMPTON BAYS, NY 11946.(631)728-9480. FAX ( 31)72~! 'J.;',_; -:::. s~:~\.,-;-, '>JLIJ April 17, 2006 Town of Southold Building Dept. Main Road Southold, N.Y. 11971 Re: Southold Floor Covering Route 48 Building Southold, N.Y. Dear Sir; I have been asked to complete a final inspection of the building as referenced. This inspection was of the structural components of the ,I building. . , It is my opinion that the building has been completed in accordance with the manufacturers and Engineers drawings and specifications. The design of the building did include a 120 mph wind load component as well as snow and live loads. All steel framing, wood roof trusses and siding h een installed in a workmanlike manner. \\ , \ Please call if you have any further questions. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~E SAFETY INSPECTION REMARKS: -=ht-lln- 4,~ .~S~()\.. -- ~"tY) DATE J D-- I ~ - 0 &, INSPECTOR~~ I 3J51?-2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING rP<i FINAL A " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . t-..- DATE 1; -/1- 6? INSPECTOR ~ ~ . .3/.57 J--6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [yfFlNAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ([) ,.- "~J I ~MARKS: 5~ ~.r~4'7~ ~~#.-A , ~CW.6.L- .z;;~ /A./ aJ'~ ~~~..6-- < :....I.Ii ~ t:;Z i '..J ~~ . ~ ltu.,Ss - DATE if f&tP INSPECTOR ~~ 3/S-72--C- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [] ~H PLBG. [ ] FOUNDATION 2ND [~NSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -z;;; J4-t/;;J c(~ (D~' DATE <01tJh I INSPECTOR .' I 3/51?-Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [,>(ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ ~ ~ ~~ ~ tyf( , ~ ~V--~ . &-AK ~ h ;oE ()l.. 1C/1 I'" T,eL{5~.s JlIJVf?- f3"C"~A/ Cl.LT j=/€lJ11 olfJ/Q//l/jfL 3/2 ~., DATE 'j---Itf...-o' INSPECTOR~~ . 3/.>7?- Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST J;>4;ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d-- ~ ~~ok, j aft. ~ ~ ~~~I DATE 3 -- .3 0 - 0 c, INSPECTOR ~ ~ 51S7z,L TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION .-- ..-/- [ ] FOUNDATION 1 ST [~OUGH PlBG. [ ] J-OUNDATION 2ND [] INSULATION [ /j/FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~~ REMA 'KS: tlf.--tr-L ~~ . / ' '- I L ~/~ ..... . ,,""""; -, ~(~) DATE 31t~ INSPECTOR 3J~7 )-2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S p~....f'.1hU- $( +l5 vJ ( r-1t -;Q;s~ Mf " pJ{J~ ~ , , I;)~ ~I ~ " DATE rl/1~r--' INSPECTOR DATE COMMENTS .d. l -- r'.~ " 7lJ r/. ~.J' f.Jr/ ,~ ~ // r- . 0;: 1 I LA.. b F#A~~ .}..1..,/ .:., do 7:~--r'':- ,,{ ~~ ;"J~' rLIJ 2'1 --J ~I ~.~. ~~ /. I A.. .. qJ ~ .:> .. " " p ~. ~, .~.~ A.// .d7::- l I..? /J /,4~ ~l /1/ 1/ //~//.J ~ V " :-;;::: -tlf' v ~ (f/ ~I.. ,,-rI/AhiA I. ./, Id~ 1. ~{ A-I" Y ~ SA . ; ,;'/ 'i\.JA...,: ILA"n h ~ IJL'. j,;: Au. >4~~ I r'tF J!.Jt.. JlC~ J" /. 'h (;." ,,' AJ// ~ on iJr~ / _A.\ LJ ~ J.~C.&<./6 JJ:-'. ./. L \ 0/ ~ ". - .. A-1C - dn!d. IJ~. 'nuss l:&n-. VI ~ /).L#J. I~' J ...R . 'V..L / ........... \1'\ ) -}o-ct. /,:;r..l.l '7--' tf-Y. ~..fl Y /J Ii. . _ I/o ~. w -tP....:I- ~ IJk- r Il.'-'_ :;L ~ 1:1J.,' .~ ~ ~ y::;- - () ~ VA . A.J f}~.A..c- An. A nO .-JIyL d.tl. _ P..A b... 'LE A II L.. 0<: ^ o~ t:7~ ...~ JVd r^/!Il~V ~ 11f-~1'f-" R.l f ~Rr n I A c- ~. ~ t:Vt.t.-lJ1e t;; INSULATION PERN. Y. AIr....,1 nJlJ. J...J ~ A.' ,'V~. ~ A --I-;i-.IM .., STATE ENERGY CODE ~ v- 1/'- C.A . 44 .J...J f~~ Wj T,e'lA.f5-1i':S P PAl/(} \.f\ CM'T II. ~V t/LI...... f) ,,' A , ~-'./..e 0 . v f &//.J&, ..w r.." A } tM:::.. 70 (! '0 ". .A.. v..u.L ~ 1...0\ <// ~ 11~ .rrhY' .-W.M' ~- P".An ~-""j ~U.'ArJ~~ I' 7~,_. ~ /;J I ~L>ot.r Lk~.L. !?n#L-s . fJ. ~~'.... ~J'€d j3) P/~....." L A~ 11 ~ ~L ~"I '.'J. tk', x-:.. ,If> r:..,~ h "~., ~~....tIA 7fJ?JchL ~ A ~ ,J /'\. ~ ~ . 'CI'L.'" J\ r '~.r~J.. r. .... ~ A.LI"hI. f . \ ~ (~f."z r-- ' ~I^ - / A 'f ADDI'iIONAL ~ :-. ~ (5 e;J",.1J lLll. h" I /)/ '{~f --.. 7U r / trT ::::- g J .. v -II., y. " J . ,( /7 /J J ) /J r---... t: ~ ~ An' 1/. f/ L ~ /... / JI... ^ (/ kV.L,r/ '-- ;l\ Fii , . II J b ;tI v ~ r .~ . ._~ .' . . FIELD ~SPEC ON REPORT FOUNDATION (1ST) FOUNDATION (2ND) ..,. /..1 71 ROUGH FRAMING & PLUMBING FINAL 11J t1A\' ~f'Vj / / tV'? ,,/....-- I I I . ,) r> n , ^ 0. /". ~ ~ 'VlA Jt:.L,.c '<.' ./;:>- ~ \ " <f- t....-&-a-J. ~ ^ ~ ~ 'rf- /1,' f)k ~ ~ v (/ ... U ";.. '''/~/J' ~~bA 'J t3 / c.f:. ....I?.T ~ '-' , V'VA ''''~''; .AA. I P AliA ~A()--', /7'_ b..fiod AO~ ,/'}. . -I ;J{/ L --" A , R' :... i- .~ -t,-. - "H;-.... .-:.. --" ~ /0 I 17 J t 11 AIL 11....., LI,A! {)I/HAA..oJiAJ1 .... f'InIllDf<:Jm. -ti> f'J'M IltliJ- . ( I I ., ^ 10 I q 6Y h~ h(lf: '.J:. =.nO<<"T7rJtl _ jJ~~~ 1) ~ . 7 :::., ~'4. ~'1"-!l(, f.- ~. k: ~ ill !SF L- , /I /i I J/f'. d1? ~ ~ lJ\~ ~~ \ .., ..5~ ~ - =: C( ~ ~Sl d t:l .~ ! (ji. . . . R Fisher 631-765-1802 x5028 robert.fisher@town.southold.ny.us SOUTHOLD TOWN FIRE INSPECTOR Page ESTABLISHMENT sibil COMMENT S_I 11(:)~ .3He.s N/)T I f\Sl>1CA- I E:::b ~C ~ :S'.' FireNotes ') , ">. . . I !. ;,..;' , . " t, c; ; NYS PNIFORMFIRE,PREVENTIONANDBUILOINGCODE , COMMERCIAL & MULTIPLE DWELLlNG:dcCUPP,NCII:S NYS BUILQINQ CQDE(B) NYSFIRE~ODE(F) , NYS' PLUMBING CODE (P) . NYS: MECHANICAL. CODE (M) NYS ,FUEL GAS ,CODE, (FG) NYS'ENE~GYCODEi(E) Date: Reviewer: Building: Location: , f ( ReiI'd or Allowe~ ActUal . No,. SilCtlOn 1 B-302 MIs-I 1.)./5"'1 ~ . 3 I Helght& Bklg Area B-503 TabularArealHable 503 Stories allowed . Tabular Height ~"6'DO r 2. "Type of Construction. B- Table 601 " ~ 4 ' Helgl:ltModlflcatlons B-504 TabulEu' Height (feet) Tabular Height (story) . Increase Allowed Sprinkler - , r I Total H",lghtAllowjtd 5 Area Modifications B-506 (See work sheet) Area Increase fonnula Eq 5-1 Frontage B-506.2 Eq 5-2 (P) perimeter of bldg (F) frontage of bldg (W) width, open space Sprinkler Single story Multi story /' / C /' ( ^Ill- , , , B-503.3 300% 200% Total Area Allowed p!l6e 5-6' ~o 6, !(JlJ! .---~ . ~Page 1 of 8 1~{o~/o~ ~17~;e ? : / y . /' ~ ~ ~~ . ~,J;ff7 ~~" !_~:-'@~j ~~ t:~~~~~(9~~/ No Topic Sllctlon Req'd or Allowed Actual 6 Atrium. 8-404 Definition 8-404.U Sprinkler Protectlon 8-404;3 ' Smoke Control B~ 404.4 EnclOSUrE! ,8-404.5 Auto FlreOetectlon 8- 404.6 Interior Finish 8-404.8 Trevel Distance ' B- 404.9 7 ' DI,stanee.separatlf)n B,TbI 602 , , Exterl~ Wall ()penlngs B-lbI704.8 8 FJre Rated Conat'n :Incldental Use Areas 8-lbI302.1.1 . ,'I,. Acc9ssory Occupancy B-302.2 t-.LO'f MITeh 3t\Ov (L Mixed Occupancy 8-TbI302.3.3 / Fire Wl1l1s Bc705 / ! /) Fire' Barner B-706 /' Sh~ftEnclo,slire 8-707 " , ~Ire Partition B-708 i , S~ke Barners 8-709 ,Opening Protective!! 'B T\>1714:2 " Flre,BloCklng , 8-716 " .Draftstopplr'lg , B-716;3 l'1terlohFll'!lllhes B- Tbl 80M . - -' 9 Int-liar, Eovlronment .Mln; Rin,Dlmenslons B-1207.1 Min. CeUlngjielght ' Bc12Q7.2 Ventilation B-1202.1 L1~ht ,B~1204.1 Page 2 of 8 No Topic Section Req'd or Allowed Actual 10 Exits - Occupant LClad 8 TbI1003.2.2 - . 01<:.- . One .Exlt Permitted 8 Tbl1 005.2.2 c:::. r<....._ Egress Width 8- 1003.2.3 (per occupant) Ceiling Height 8- 1003.2.4 #~ Exit Signs' ,8-1003.2.10 Egress illumination . 8-:1003.2.11 11 Egress Components QQQr! . I Door Size ' 8-1003.3.1.1 . Door Swing 8-1003.3.1.~ Locks'/Latches 8-1003.3.1.8 Panic Hardware 8-1003.3.1.9 Stairs . . "; WIdth 8-1003.3.3.1 / Headroom 8-1003.3.3.2 , ! Tread /Rlser 8-1003.3;3.3 -' /' Vertical Rise ~1oo3.3.3.6 / Handrails -1003.3.3.11 , , y "12 Exit Access .1 , .RemClten~ss 8-1004.2.2.1 " Travel Distance 8-1004.2.4 . Corridors . , 8-1004.3.2.1 Fire Rating 0/ Width 8-1004.3.2.2 D.ead ends 8-1004.3.2.3 . . . 13 ExterIor Wall Coverings 8-TbI1405.2 'I, Combustible Finishes 'B-TbI1406.2 . . . . .. . 14 \ Roof Assemblies Chapt 1.5 . Material type(s) Page 3 of 8 ~? d~ . No . ... Toplo 15 . 8triI~,.r. '.' . . Snow load- Ground '$nQ~Load r Roof . (de/cJ Drifting Snow ~ndlng . .. ;floor Load!ng 'Baf<:onyl~ad!ng FI()()d'Plali:l .' .' . . . ,Wind Loading .' SEiI~:r1)I~ Lo~~,!"g' (calcJ' . " ;,: .:, '. 0","",1.';,,- 'F~lmdatlon Depth'.. . 16~~~mlng PO~~ l' " .. ,.S8ctlon RiKI'd or Allowed Actual tI)'/ ) "JO S +to v-...lN' B~1608;7 B;,1608.~.5 , )8,TbI1'601; 1 '8.1b1160i1 , 'l,..i /~ B-11109 .. - ',' . 8-1:614 " . ;J'. G. / ':B-'180P:? . ,B-3~O.9 ) j ",' -"7 :~~~~Ughis '~~~~;~:~~ iJd{' Emefg~n,cYiPQWer ,B"1~2.11.2 . ~ f 18' '~C:ACf(;ESS . "j . . EXe!T,lpt ~ulldlngs B"1104.4 ' )tJ.e.JU7 .'-..... ,;Pa~!'Ig,; , ,Bi'Tj)111P6;1 , " ,,/-.,../. RoUte . ' '~'B;,1104.1, . .~ ':E~trai:lqe,,' ,'.;' B-'1101);1......" .:~,,~~ ,# 6f SIEiEiploo RO<Io,s , 'B-Tbl..1107:6,1.f ,lPr',~, D"I . , ,,#oU)W~,il,og:lJ"I!s' B-1107',6.~ .' , ../l",,-Sl1,ltI "Tcillef~aclUtles' .. f\-1109.2 <<;at'" ~.' '<1.1 ';.'..... .... .' ,$erv(ceCpi,m,~~ B-1109.12.3 ~ sUPPlem"plilL , Appendix E .' ".' '.'.' ~.. '.' ". '.... . 1 ' 'Re,q~~rei1).~i:lts G>'~VV>.' . " ,','..' 17 'E~CtrlCaI Page 4 of 8 . No Topic 19 Fire Protection Eq'p Sprinkler Systems Section F-903 ExtInguishing Systems F-904 Standpipe Systems F-905 Fire Extinguishers Fire A1ann Systems Smoke Detection Hi-Rise Fire Safety VisiQle Alanns Smoke Control Smoke Vents Fire Pumps Kitchen Hood Ext' ) , I 20 Plumbing Colie Fixture Count Water Suoolv Service Pipe Size Fixture Pipe Size Pipe Material Labor Law Art. 10-A plpelnslllatlon lEiwl'l.lrrlgation Pipe Freezing Sanlterv.Drainaae Drain Pipe Size Dralfl Pipe Material Vent Size . Pipe Hangers Air Admittance Valves F"906 F-907 F-907 F-907.2.12 ......----.~ F-TbI907.10.1.2 F-909 F-910 F-913 F.e09.8 P- Tbl 403.1 P-603 P.e03.1 P-TbI604.5 NYS-904.6. Energy Code P:.s08.16.5 P-305.6 P-TbI709.1 P-702 P-TbI910.4 P-TbI308.5 P-917 . . Req:d orAllowed ActUal tJp-dlJ,1 dcc-- l.6J SOr ;v..R..e.d // e<-. rr:/ J ",IV ~ Pf 7 (~ ( t Page 5 of 8 . ( / '. , . No, ' Topic 21 Mec,hanlCalCode \lentilaUori Rates Propt:lne Below Grade Dryer Exhaust KItchen Exhaust ,KItchen HOods . KItchen Mak~Up Air , Chimney Termination Air Plenums , 'Flra & Smoke Dampers COmbustion Air COnfined Spaces-Def. 22' Fuel Gas Code , ~pllanceLOcation Combustion Air Clearance t6COmbust. PiPe Material , ShutQffValves Chimney TenninaUon 'Gas Vent Termlnalion Exit Terminal ,Location Clothe8- DrYer Exhaust "UnventedRoorn Hel:iter' 23 'Energy, Code Chapter 7 (ASHRAE) Chapter a, Building' Envelope Mechanical System SelYlce ~ater.Heatlng , , , ,UghUng and Ppwer ' , 'Total'Bu,ldirigPeif t, Section M-TbI403.3 M-502.a.10.1 M-504 M-506 M-507 M-508 M-TbI511.2 M~2' M.:a07.5.1 M-701 M-202 . . . Req'dor Allowed FG.303 FG-3Q4 FG-TbI30a.2 FG-403 fG-409 'FG-flg.503.5.4 , FG-Flg;503.6,6 J F(,;-503,a FG.:a13 F~20 E-70t E-802 E-803 ,E-804 E:.805 E;,506 ' Page 6 of a Actual , ' I { , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSoutholdl PERMIT NO. Sf)~ BUILDING PERMIT APPLICATION CHECKLIST . Do you have or need the followitJl(,beftJ<l' applying? Board of Health 'II" 4 sets of Building Plans Planning Boaj:d approval Survey V , Check V . Septic Form .../ N.Y.S.D.E.C. itvlA Trustees 1V,[j1 Contact: Examined Approved Disapproved alc -- ,20----.l... , 20 'f' Mail to: ,20~ iJP Expiration -5/ J Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date ~JQ.'l I ,20~ INSTRUCTIONS a. This application MUST be completely f1lled 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 oflot 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 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 South old, 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 co d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. State whether apPAant is owner, lessee a e;t,~~ngineer, neral :ntractor, eleCtriCian~r builder Name of owner ,~ ::=:::Oo'i-+D I DV011 rv (As on the tax roll or latest deed) orized officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. <l , ~,.~,.~~ ' J<:(. J ~:f "..; Lot' '. ",' '-" County Tax Map No. I 000 Section Subdivision ss Block ~ Filed Map No. ') (Name) . , 2. State e]f,i-.sting use and occupancy of pr a. Existing use and occupancy b. Intended use and occupancy ise~ d o cupancy of proposed construction: 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost SOD. cJ75D r Addition Other Work. Alteration (Description) Fee 5. If dwelling, number of dwelling units If garage, number of cars 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. ~ (To be paid on filing this application) Number of dwelling units on each floor ~ 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimension,s I)f same structure with alterations or additions: Front Rear Depth_ ~ Height Number of Stories 8. Dimensions of entir, new construction: Front ~ 3 I ~ '/ ~ II Rear q '3 I ~ Y {).. / / Depth 0/' '/;}- I) Height de 0 Number of Stories 9. Size oflot: Front j~ S. ko I Rear 1<( lP . (p 5 Depth J {D I 10.DateofPurchase~NameofFormerowner .~6qll~e( I J . P. 11. Zone or use district in which premises are situated 6~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO - -, .~- 14. Names of Owner of premises un '{o..{\('(V),JJUAddressI170 Prl/1 t five J)~ne No.n(pS"~ 3Co(6 Name of ArChitect~~ iYl:;:"~#i Address Phone No . Name of Contractor .;::\. (' 1AddresslijD<;QD Jf, 1./.<& Phone No. '7 lo0<:;(j I'{' '50 old... V 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO 4- * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ofa tidal wetland? * YES_ N04 * 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 lO feet or below, must provide topographical data on survey. STATE OF NEW YORK) Q.... pp!j r COUNTY OF ~'-"-- "'r-hOvY\.1l-Q ;:::r. yV) (\~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above amed, (S)He is the ii~ (Co tractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo to efore me this ^- day of u.J:.R NotarY Public RUth Love Notary Public State of New York No. 0' L06054063 Qualified In Suffolk County ^ n Commission Expires March 5, 20 !w!.-I- 20 65' SURVEY OF PROPERTY SllUATE: SOUTHOLD TOJiiN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 01-01-2005 FOUNDATION LOCATION 12-05-2005, UTILITY EASEMENT 04-26-2006 EASEMENT REVISION 05-0CI-2006, SEPTIC I HATER 05-16-2006, REVISED 06-01-2006, FINAL 01-13-2006 SUFFOLK COUNTY TAX # 1000 - 55 - 2 - IB.I SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REF. # CIO - 04 - 0003 UlKlll'mLl TO: L&PVAcc,u.c Tbe Suffolk Coomty NatioIII1 BllIIk Finl ,6.""",;""" TIde Jnsmmce COlllplllly of New Yod< JUl 2 0 , ,- " I , __.__....J NOTES, . MONUMENT FOUND STAKE SET & AREA = 21,305 S.F or 0.63 ACRE 6RAPHIC SCALE ~ 1"= 30' I fft ,.... o ~ U> q t:il '!\ Cl , rei 1%1, ", ~ "" " 5: 'I, "'" C( '" ?,"i 0 \ '., " ' ),...~~', " U> " o p " ,:;~ to> g.~ ",. ~ . 'I t,Q . . , i'l" "'..?o,'~ ~ I"~ ~~'~ ~~ ~ '~~6 : 'i\ ,i. q ''':~~ ,~.-- ~ t' ~'<l> " ~ ~~~.~f..,~'!I ~.~/' \\ .,P~< ___---- '!I . ~~/~ ~.. ~~/. '!I /<,., ~/_ /...______-----~7..-,f' \,~ // S610~o,() /// / ~,,\1P ~~~ bib) / / / ./ / d:"O~"'.," "/pv '\..'V V'-- ._____?;>- . /:rz\.r~~<.>.~ <, ,), ~.. ':\;~~ :.::'::,~; 1 ) ~,t' ~t "'~~ ~e"ne<.""<"'"','M"h' . /.: ;~~I: ,.p",'" "".."".... I I 'F ~~3i~~_" ~ C~j O'C', ~;.f-:';,"~~" I _~~ e"'~' . ~~ "" ny ./ j('-i' ,h~ ,v:;;;;, . '-;;J ....-_. , ~ I ! /----;",<" , -' ~.~'lF,~. '; -~-')~'0"-' JOHN c. mIb~RS LAND SURVEYOR 6 EAST MAIN STREET N,Y,S. Uc. NO. 50202 RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\02\02-327.pro , ".,.,. 0" e>(\~ ~o((l\..\ o( 60v(\"'? o ~~,oW- .....ot:" &jJ ~ . j- ~~----- ~ @ "f'2''.) @, ......? ~ ~ ~-< ,.....0 , 0'\~,\...Q ",0<C. ~~r- v' vs, 5", >. '0 , , , . \~ " , , , -, b /" 1~ " i";/ N w4-E S . < % 2~ ~~ "\~ ~9, ~"1\ -0 '5"\ 03 <!I <!I "\ C\Z ?o -~ ".. o \ ,---- I SURVEY OF PROPERTY 51TUA TE: SOUTHOLD TOy.jN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 01-01-2005 FOUNDATION LOCATION 12-05-2005 SUFFOLK COUNTY TAX # 1000 - 55 - 2 - 18.1 CBRTIFIBD TO: L&PVAcc.u.c Tbe Sufl'oIt CoUIlIy NaIioDaI. SIlIIk I Pint...-..... TItleJnsunmce o-.p.nyofNewYod< 2,,,,0- (L;l;.) ~~ ~i L._. ".'J_._. NOTES, ~ . MONUMENT FOUND STAKE SET A AREA; 2"1,305 S.F or 0.63 ACRE GRAPHIC SCALE ~ 1"= 30' O~" ef'~ Of \'Z~~(\\~ cP ~~~O'\<- ,..0 '7l \v'}.I(\0 00 'r,,10(\. 0(\ "'iO((\B",'r"i\lv(\60'r,,\ BI' 000 \"o\l 0'r"B 6Bi B'r"B Vi' (\Vi 00 0(\ J4'- - - - - r Q' ~ 'Z .... ~~ ~ ~'1 ~ 00 . _-., eft 7< Q. (\1\ -'. o~ ;;z:. 33 ' $~ .z o ~ 'r"B vi B 0(\ 00(\ 60'r,,1 '1;.10(\ ",o\l(\ \l(\60 /AA' , \,,0 (\"../ '\;oQ O'r"IO ~\B-..J .... eft o '8. , , , , , , 't> " , , , , -, .;;- ~/j /,'-' ,",>","/}!!y-' ",/-- -?/ 'lfP-j/" " . ~~ ,i; ";.........---- fJl .... o 0, .." o<J <- % '00> co. ....~ ~o -.,~ ~9, ~1\ -0 %-., ,,3 ~~ 0.z ~o -~ 0>" " '. .. ,~ '. \'!l. \1, ,,\ ". \, '., 2'S- - - - --\ , , , ~ ~ .... eft '.0 't-> .~ ~ N w>'~- E ,e " S ~ 0. ..- ~ . -%:::-/ JOHN C. EHLERS LAND SURVEYOR N.Y.S. LIe. NO. 50202 6 EAST MAIN STREET RlVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-Z:lprosI02102-327.pro --.--. ,.-- .-------- '. i ..n-.J , ,~ ~y/" ~"\~i";C/' o~ ~'~ /////:'/;<' . S61 'JI/// ~ ~. <t ~.t-.O.. \\\) At~) ~~:/~ _ ~"P'V"" t-.OfV' ;3\ --- /:~f:>~-- ~~_ ,,-->:'.:- AIo,.'O \j\ //(fi!-r \.CO~"-' ~/-""" ~/--- ~~ i SURVEY OF PROPERTY SIlVA TE: 5OUTHOLD TOWN: 5OUTHOLD ! SUFFOLK GOUNlY, NY I SURVEYED 01-01-2005 SUFFOLK COUNTY TAX # 1000 - 55 - 2 - 18.1 UlKJIt'JIlIJ TO: L&PVAcc,u.c 'lbe Sufl'oIIt ComIly NatioDaI Bank Pint )>-""" 11tIe IDsunml:e Cnn1pnly of New Ycd: NOTES, . MONUMENT FOUND STAKE SET A AREA = 21,305 S.F or 0.63 ACRE GRAPHIC SCALE ~ I o 30 I 60 1 .. =30 . I 90 o~' . e>(\~ , ~of(l'i<.~ o( vov(\ a ~O~~OW' \--cf' ~ " o ~ Z .... ~~ C1, ~'1 ~ 00 . :;;"") lft p C? C'"" ~ 00 "" c.... II .z o ~ '-J ~C~~'\ .... V> o ~ 'a ?- ~'I--... 5 7 C. ~ 7 ~ ~ .\9'}$ ~~_. ~/~~~ / ,C'f./ Q ~/' ~ -----' /~ ~ #~~/ ~~ ?"'o.......... N W+E S "'! .... o ,s! "9 ~ tiI < 0' :>0 C):> co. ...-z. I!\o ....1- ~~ ~"" -0 IS.... <,3 I!\I!\ .... C'.z Clo 5~ <' .,... 'V> ',0 I\:, , . s ~, 'to ,0$ ~ ~ /' "'<>..lh~';"", "It...-o"o, c- "",,-,Ie- ,c ~ ~TV~" ~"P bea-""3 ~ "0"""'" "'''0 .....-,."'J~,.. .."" '." ~'~;~"O"~' .e,ti"" '~C'1. '''''-~;~;.;ao~. 0' 'hs ""~ '("'K Sbt9 ~do..oatlG' .."" ~,;:~;, O~:~~"~~~,::~ ;;;;;::<>':,~ ':;y~:;~; ,,-,,,,,,,,e<> ""<>, .M" "" G~"'"",,'ed '" "" """'<> tr~~ C~,,;~. c..-l";o~' ""~ ro'''~'''''' """..~e "r"; ,"", to', ,.::~V~;,~:c'(':,":.',_~ ':~':'~~":;:..~~'~p~;~ "1 'he ""~ ~Q'< St~t~ A"~~'~t'","~' F'O''''''''h~1 Land "",,,.."",,. 'X>'" "~c,'F'o",;~", '"<>' ',," ~". '~"" "'O,,~" ,~- ~"""" '"'" ..ev,,; ''''"o'''~~. ""'" ~c _;, """0" '" ".., "B c~,..,"'''~ ,?"v~c_""'_ ,<> Og<Y<; """ ''""''F<] ""'"''''', ".." ""'''<>C, ""~ .0 ''''' "".;?"'~, d l'," 'B"''''''l '0"0,"'0" (......"'.0"- tlG"' <"B co, '",n9'e'''''~ tc ~d"n,~",,' ".'-'.010"> 6 EAST MAIN STREET N.Y.S. llC. NO. 50202 RIVERHEAD,N.Y.II901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\02-327.pro ;:,- SURVEY OF PROPERTY 5111JA TE: SOUTHOLD 'TOWN: SOUTHOLD i SUFFOLK COUNTY, NY SURVEYED 01-01-2005 FOUNDATION LOCATION 12-05-2005, UTILITY EASEMENT 04-26-2006 EASEMENT REVISION 05-0<1-2006, SEPTIC I HATER 05-16-2006, REVISED 06-01-2006 SUFFOLK COUNTY TAX # 1000 - 55 - 2 - 18.1 SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REF. # CIO - 04 - 0003 CBRTlFlIlD TO: L&PVAcc,u.c 'I The Suffolk Coomty NatioIIIl BIlIIk . Pint American 1ilfe IDsunDI:e (''''''i'''''Y of New YlIIk . . --,,_..,,-",--~'.- '..... I I I SlJFf"~KCO,j';-:,"'""::._. '," ...... .,-." ":~;' i.; :,-.:.:3. It?:::,?:_,: . ~-'~ ,.- .' Dafe JUN_2.fi.101l6 ClO-:: R'C:.nQ0- =>.. .O",c ':, wr~;',:: ~:. .' l _,~ . 'i' .., --4}I:::~T~;.~,~;;f~;;'it~, '..', , .....-.,-,.....-"-"1.' C.... f .. -'" '-. ,. ,o'T . lni':;:~ (., ',,'-.;8.-.::~...-...;;,.;~~,; ;'''i'..,;;',;:,,~-'' ".. ., NOTES, . MONUMENT FOUND STAKE SET '" AREA = 21,B05 S.F or 0.63 ACRE GRAPHIC SCALE ~ 1"= 30' ----.J 0" /?)f\'!> "'O~",\ Of' ov(\"" " ,,(., 0. ","0 "o\~ "if' CjJ . " , . ~, ~~----- r '5 Cl- 7.. , .... \!:'~ C?, ~:l. v- 00 ~ ~""") ~ ,,'11 ~ CC .-:: c," ~~ Z C ~ ~, sV ,)ij~9 ~-< \,;:\0 \ 0"\~\\..-Q f~0~ %. " "ii'"s, 7>,.' ~ \ . , , , , , , ,1;- " , , , " ~ .. '1\ / ~~/// ~.. 'I\~;;:/'/ ~- ," ~'~ // '2>610~////// ~ f. ~O"' '\\\) b:r%') ~~~r; ,-CO ec/''''' .... v- '" ~ -> ~~ ~~~- /~ ,..:;;!':>/' ,/ 7/ "~/ ~ 3' ,\A~ 4' ",'" /.' '1\ ,/' ~/~ ., / ~-~~/ ///----~ ./ ,,""- "'Ik/// .~/ _c'c/ /,\, ~ -./<-"- ~.;/Y'/ /~ ~.~.~ ~/ .~/'P' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\02\02-327.pro -..~ ~~ ?;.....----- N W*"-E .r " S Vl .... C?,. t->' cP ' . ' v- q til -<. or ~o a~ c: ....~ Cllc ":l. ~9, ~'11 -c '5" ,,3 CllCll " 0Z ~c -~ ~ .. " :;.;- ijj!j , > ~~- , ;...~~ ~U) ~ '~q, ~\>t ~. . ,~ ~ -.' , i.' '~o,'~ ~ ,~~''f, " ,~/ ~ ~ ~'"'''' '). '"i> ~.. z' ~~-"..." \->-i ii. q ",...;="", '" \,; /' ~ ~ ",\II \ ~ ~ \3Io.A ...v\ \j'\ ~~~. .(jo,AO, -:;:- -z.. ..'. '*'~.." ~ ~ .. " ~....., 'G' /// -tI ~/ ,/ . /~/ '6 -3- .. /-'0,/ ~o ." ", "..1 _""0 = M--., ___.<-C::::lo "!0"/ en ~-q C-. </ 0--- ~-,... c::: (.I) n; :r: -;? I\,) fTlr- _ ::::-1 p:r ;boo -ien _ "'''' ...... ;:0;:0 a 3"~ " m C') ,f:"' ::c ", <::> -iU> -0;:;/ // ~/~/" ~_// / :J/' '_: ~nl', ,=~,~. r,o", ~..or'~~ ";t,,.or """",,e~'~~'~'~'ce :-.,1 ~~~ . ' -, I I V} C ""1 ""1;0 0", J-C"') :::<;", C")~ 0", Co :;z: -; "" cgl:g ~ ~ ~ ~ 0 0 0 , , ~ :! , 11 'f " , , , , ~ ~ ~ ~ ~ ..; 0: MBMA ~ " [ " , [ . H! ! ~ ~ ~ ~ ~ ,; <! PROJECT NUMBER: WSS0622A SOUTHOLD FLOORING SOUTHOLD. NY COUNlY: SUFFOLK DANAWSON ENTERPRISES, INC. CENTER MORICHES. NY BUILDING LOADS NUCClR PROJECT NAME: PROJECT LOCATION: BUILDINII SYSTEMS A DIVISION OF NUCOR CORPORATION NOTES AND SPECIFICATIONS CUSTOMER: DESIGN CODE: NYSBC 2002 BUILDING END USE: ~ PRIIioIARY AND SECONDARY STEEL PRIMER COLOR: RED ROar SHEETING, TYPE: erR ~ GAGE, fiNISH: GAl.VALUME ROOf' PANEL Q..IP TYPE:ON/A IXITAl.l OSHORT OUTIUTY IIIF/XED OFL04TING THERWol BlOCKS: lXI'tES DNO EPS FOAM SPACER: D'tES IIINO SEAMING WOHOD fOR erR ONLY): IIrRoLL LOCK-flot IWlCtIll5 ":: C:::ODlIH IIU[It 'JlI MIlO.. PAG8 t'OlI III''POWER lOCK"l.. :::'~~lY.tIIE ~ -- ~1llM []"POWER LOCK PlUS"TIot ............... COI.OIIm COMPOSITE ROOF' DECK, TYPE: NONE _ GAGE, FINISH: ROOf' DECK ONLY, TYPE:NONE _ CAGE. fiNISH: ROOf LINE TRIM, PAINTED: TBS EXTERIOR WAll SHEETING, TYPE: ACCENT EXTERIOR WAll CORNER TRIM fiNISH: TDS EXTERIOR B#.SE TRIM, PAINTED: T85 fRAMED OPENING TRIM, PAINTED: T85 fRAMED OPENING COVER TRIM, PAINTED: T85 WAll fRAMEO OPENING, SIZES: (I) 12'.14' (6) 3'.3' (1) 6'-4"1l7'-2" BUILDING ERECTION NOTES 1} THE 0ENE1IAl <XNrIUCTOft ~/OR ERECTOR IS R!5POHSa.E TO Wl:LT AJC) PftOIltRLT fAtCl TH[ WET"'- ....DIfC STSrEIot IN COHf"CIAIWflX vmH nttsE OIWMHGS, ~ REOJlIl(YENtS. MO lot...... STMIWIOS PERT-..t;; TO NOPER EREC101. THIS INCLUDES. IlUf IS MOT lMl1'[J) TO, 'Jtf[ CORIIECT USE 01 'l'OIF'CNtAWr curs .....0 1lR<..o WHDlE NttO[O FOIl SOUNlN:l. PLlA8ftli, .....0 $(CURING THE STRUCTUIW. AND SECOfrIlWW rlWaHG. Sl:CONlWn' WAU RlAWIHG NEN8E:RS Il;llnS OR lINt JOISrs) Nt[ NOT OESlCN[D lU FUNCTION AS A WOfI( fltAlTQRW 011 fIRCMO( wm TIE OfF An~ IN ACCOAOIlNC[ WITH OSHA ll€QUIIDlEIfJS_ SECOHI)I,RY ROOF' rRtMING ="'TIE(P~~~-:S~N~~~ ':oo~ENfS. 21 AU. HOt STMNCTH IKlLrs ARC. TYPE A3~ NC:l Nl( TO BE FULLY ntHTENm BY AN ACCEPTAlIU WETHOD, SUCH AS "l1.AJrl Of THE NUT" NETHOD, UNUSS NOT(O OTIt(RWS[. IOl'S IN S'''fIOUID HOlES 00 NOT AEDUllE THE USE 01 WASHERS, PER ASlW ....,2~ SLCTION 5(8). JI ALl A)Q7 MACHINE BOlts Nt[ TO llf: IfKlUOKT TO A "SNUG T1Gtt1" CONDIlJ(lN TO [N5U'JI[ ......., ltf[ .....TEIIIAI.$ _ ntE .JOINT ARE ERlUQfT INfO COOO C(lH1ACT WJfH EACH On-lER. ~~~~=:tcr~~T:t ~~R=~-:S~~~l~'. -SlOT '0 SLOT CO<INECTION. TWO WASHERS RfQUl'lED. ONE ON EACH SlOE or THE (:(H€CT\ON. ~R AT lAPPED 1[[ IotEYBERS. PUAUNS OR CIIfTS. NO WASHERS All( AECMMEO _ TK lAPPED. SlOT TO SlOT COHNECTK>>< ~)TH[WET""'~SlIPPuERStWJ.II[NOTIf"IEDPAIORTOANY flEU) WCDflCATOd t.iCIOIf'lCATIONS SHAll.. BE ~O BY THE WET"'- SJIUllNC SUI'PlI:R BEfORt: WOftI( IS UNOERlMEN. t6.t~~~N~Bfss~Af"~:I=E'f>~ WELDERS All. WORII IIUST lIE CCU'lLTEO />H) INSPEC1ED IN ~ WITH THE APPuCta.E AWS SPECI'"ICtTlCINS_ WELD ELLCTJIOOES US(/) fOR THE sw.w (em STICK) wn.o PROCESS WUST BE 70 KSI STEEL AND LOw H\'OAOGEN CClNT(NT. '71_cO..wqN ABlIIlE"NotlCltrls: '! TYP UHO-~ lMUSS NOT(I) OTHERwISE '\ ""_........ b SLV_SHOII' LEG IIERlICAI. , NlC-NOT IN CClNlAACT c: llV-LONG LLG \lER11CAI.. .. Sl-SlEEl llN[ .II NS &: FS-N[AR so: NCl FAR SlOE i} MIA-NOT APPLICAa.E 01 O.A..L.-ovE1UrU LEMIlTH j) was-IotET"'- ItUILOII'tC SUPPUEIt-, el COHSTRIJCTlCIN LOAD$ StW.L NOT BE PlACED ON AH'f STAVCTUIW. 5TEEL rR.t.I.lEWCflK UNlESS SUCH fRoWEWORIl IS SAf(lY BOlTEO, WEl..DED, OR OTHERWISE A1XOl.IATElVSECUJl[O. , 81 PURLINS AND GIRTS 5tW..L NOT BE USED AS AN ANCHORAGE POINT FOR A FAlL ARREST SI'ST[N UNlfSS WAlnEN APPAO\IAl..1S OBT'-'NED F'RCI" 'HE WETAl 8UIUlWC SUPPUER. 10) ~S WAY ONlT BE USEO AS A WAU<lNG....QRII;ING SURf'M:E WHEN INST"'-llHC SAffT'l' S1'STENS. AnER "'-l ~ENT lIRIDClNC HAS BEEN INSl"'-UO AND FAll. PROtECTION IS PROYIOCD. 11) C~STfll.ICl'I(>>j lCIAOS YAT BE P\..ACEO ~'WiTHIN A ZONE nv.T IS WITHIN II FEET or THE CENfEfl-ll\lE Of' 111E PRNt.Rr SUPPORT WENDER CFR Bur<<lUS SHout.[) BE Pl..ACEO OIRECTL' OIlER THE RlGll flWolES. CENERAI.. DESIGN NOTES AHO l.4',TERIAL. SPEOF"ICA.TIONS I. AU SmucTURAl. STEa SECTIONS Nf) waco PlATE MEIoI8ERS ARE D€SlCNEO ~ ~ 'MTH THE NSC ""SPECflCATlQNS r~ THE OESlON, fMAlCATICIN, MlO ERECTION or STRUCTlJAAI. STEEL IllNlDiNCS" ~ESTRfSSDESICN,NlNf"EDfIIDN 2. All WD..OHG Of' SlRUCTU!W. STEEl IS ~D ON AWS 01.' "STRUCTI.IRAJ.. WE1..DIMC; COQ[', u..lES1 EDITION. J. All CXllD FORNED NEIllBERS ARE DESIGNED IN N;COIlOANa; Wl1H ....51 'SPECIf'lCATIOHS FOR THE DESlON Of' CQ..O fOANEO STEEl STRUCTURAl. WElo&:RS",LATESTEt:lITIOJl. 4. All waDING or COl.O roANEO STEEL IS BASED ON AWS Ol.J "sTRucTURAl WEl..OII'lG CODE - SHEET STEEL", LATEST EOITIOH ~. IF' JOISTS AftE INC:L.UDEO WITH THlS PROJECT, THEY AIlE SUPPuED AS A PA/ifI' Of 1lE 5VSTENS-[NGIN[ER(() M(TA/.. eUII.DlNC AND AIlE fABRICATED IN AC:C()R[WCf WITH THE REQUlREIoI(NT5 or st:ClION "26.7~1 or THE 05KA SAf'E1"1' STANOUlO FOR STEEL EIttCTICN. DATro .lAItiA1I'l' IB, 2001. ..~o~;...: S'-I'2"WIIX.TMRUI'IHlCll_~I,ORAllESS OTHERS AJ6 BtJlT-UP snuc.TUIW. WEI.....l[IIII1l._AIQII SS(QR HSl.AS CLI)CR 56 HQT-ROIJ.[O STRUCfUAA. .... OR ~12 GIlA(\[ !IO SlTlIJCTURAl1UK ~GIWI(e{.fiKS1) STflUC1UIW.PIPE Af(JOCRADE9 (HK5I) CQ.ll-FCIlWEIIsrrtlJCf\RAL_AIOllS${ORHSl.ASQ.')CA.{6 IlPIt IIlClOf" PMElS "'1Il2 CIIAOC 1IO Sl.oHClNCs(.wROOf_LS~"'7I2ll1Wl[!IO.ClASSI R-PNl[lANOA-PoWEI.5I/:IN(;_~CR.o.lI(SOc:v.ss.0II U92~!IO.cv.sSI ~ "-.7SCOA1IHCClASS"',GIlAO[EIfS.7_~ ~O',I""'TESTEDITIO'" "--l2St'rP[IH{ilY'rH(:IlDR UIOlYP['lifAY'rH[x _ "--]07 GIWX "- Ii[X .' """""'" ""'-'" .""- t<<iI1-STRENC1l1IlCl.TS ~EBOlts ROOf LIVE lQ;J): 30.00 PSF r----u--- -~- =-- ~ < -~ - --'-- NOT !ttDUCIBLE PER CODE I P~'R'~IHSf'A~':;"'=! L I r,L G'OU~O SNOw lOAO,4S,OO PS' SNOW EX?, rACTOR, CO' 1.000 I - ~?~~ - . . ,,- r.- "510~SN IMPORTANCE FACTOR, IS: 1.00 THiS IS t-;:r; AN A?;;"<J'h-, ~;__'~ - . ~'---~;' REMOvE. Trl~ - &\CK PANEL, TYPE;----i au Qi.~1^n;:...A~fl!fiH::-"';''''':-'';:'.''''- WI. ~W1NO IMPORTANCE fACTOR, I.: 1.00 CAP TRIM PAlNTED:---1 ~Tmg:-pAi~*D:.,<.S,-"'c.;J"~r... EXPOSURE:--=.@. WITHIN HURRICANE COASTlINE.YES DNO o ClOSED SYSTEM, CLufi UNDER SOFfIT TRIM: - 005 1. N~ SOFFlT PANEL, TYPE~11 --.S.~E. RNItf.; 2 CIDUe ,",,-c-. No. '61: CICI_ RollI .1 ''''''_I ~-C....5I.. No. 167 CS'R Roaf-Conat. No. :.110; ~ Root.1 1roft8lucalt1 PoneI-eo"'l. No. $90 SomT TRIM AT BUI!'pING UNE PAINTED. SEISMIQ INFORMATION 51::0,2.58. 51:0.013 o OPEN SYSTEM, (NO s4rrlr PANEL PROIJIOED) [)eli+ Sds/Sd1: 0.2~/O.117 Site CIO":----1L.. ClEAR UNDER F~: 1 Sc~rflic Use Group; -----L Seismic Design Cotegory: ~ PIll PARAPET SYSTEM : I AnoJVlli", p,....."..tI"".. EqL.livolenl Loteral F'orce Method .. 1 ~ Basic: CWRC;,. Not Detailed For Seismic o STRUCTURAL PARAPET 10...lllOl:t::STRUCTURAL PARAPET _n 111m !:Iv. ..~- _~ 1- ~ TOP Of" PARAPET HEIGHT: - 1} COUATERAI. MAD UWI:5. LINl.[55 OTHERwISE NOtED. AIlE AS$Ut.t[O TO BE ~OANl.'1'l)Sl1llIlUTEO-_NSUSl'fNlltO~U:AS'1'5TOolS.UClHTING.tfVAC [~HT,cn.lNGS.ETc..AIlESl.6PENO(Of'IIOt.tRClOf"IotOollEAS.CONSUlT1HEIot.8.S. '# THESE: CONCtNTI'lATED lo.o5 t.aro:xlO POIJfOS. OR F lNIlI\IIDUf.J...Iot(NlIEIl5 ARE L1Wl[1l~F\CAN1lTNQA('HNlI01K:1lS. YES o MBl.lA oce. CLASS; NO I) FASCIA, PROJECTION: FACE PANEL, TYPE: ll.... GAGE, fiNISH: TBS o o BACKER PANEL, TYPE: .Il CANOPY (EXPOSED BEAM), PROJECTION: AT EAVE LINE 0 '2)I'W[Q[SlGNDf'~WEIoI8[RS5UPPOR'IlftCCRItl\IITVlOOO5lSCONTfiOlUD IIV TWt o,oOA( CAmCAl. ErJ"[CT 0I1<<l(lf' 1M: lQfIO OR IIOQI $H(M 1.0t00, AS Q[1[AYNED '" ThE APPUCA8lf COD(. 1l11LOtlC SoIihlldFIooli JJlO , , "XI tOO 31.50 ....... to.l1 , 'Il85 15.80 _ GAGE, RNISH: BELOW EAVE 0 GAGE, f"INISH: _ GAGE, RNISH: INTERIOR WAll SHEETING, TYPE: NONE INTERIOR CEILING lINER, TYPE: NONE INTERIOR WAll TRIM, PAINTED: NONf YES NO ROOf" PANEL, TYPE: SOffiT PANEL, TYPE: GAGE, FIN'SH: _ CAGE, fiNISH: SOf"FIT TRU,. AT BUILDING LINE P~NTED: CLEAR UNDER CANOPY BEAu: lX1 seXED-OUT CANOPY, PROJECTION: o AT EAIJE LINE 0 BELOW EAIIE o ~ 0 00 0 0 00 00 0 0 00 ~ 0 0 00 0 ~ 0 00 0 00 0 00 0 ~ GUTTER AND DOWNSPOUTS, DOWNSPOUTS PAlNTEO;~ WAlKOOORS, aUANTITY: (1) 3070 PAINTED: WHITE WINDOWS: PAINTED: INSULATION (NOT BY M85), ROOf": 6" BATT WAllS:." BAn CRANES (SEE CRANE PlAN fOR ADDITIONAl CRANE INFORMATION) MEZZANINE (SEE MEZZANINE PlAN FOR ADDITIONAL MEZZANINE INFO) WAll TRANSLUCENT PANELS, lENGTH: OUANTlTY: ROOf PANEL. TYPE: f"ACE PANEL, TYPE: somT PANEL. TYPE' SOffIT TR'M AT BLOC LINE PAINTED: CLEAR UNDER SOF"F"IT: ~G,.t,GE, FlNISH: GAGE, fiNISH: _c;,.cE. F'lNISH: BASE TRIM PAINTED: S(ISUICR. S[ISWlCC.: ~SHEARIOP5: o ROOf" TRANSlUCENT PANELS. LENGTH: QUANTITY: III EAIIE EXTENSION (CONCEALED BEAM), SOffiT PANEL. TYPE: SOffIT TRIM AT BUilDING UNE PAINTED: !Xl RAK( EXTENSION, PROJECTION: SOFfIT PANEL, TYPE: SOfFIT TRIM AT BUILDING LINE PROJECTION: GAeE. FINISH: YESO NOD o INSULATED PANELS PIPE JACKS, SIZE: OUANTlTY: ROOf fRAMED OPENINGS, SEE ROOF FRAMING PlAN FOR SIZES ROOF' CURBS (BY MBS), SEE ROOf" FRAloltNG PlAN FOR SIZES RIDGE \lENTS, 10'-0" lONG X 012"DS"THROAT. QVANTITY. SINGLE UNITS 0 CONTINUOUS UNITS 0 o III PARTITION WAlL SHEETING PANEL TYPE: PARTITION WAll TRIM COLOR: _ GAGE. FlNISH: ERECTION MANUALS REQUIRED (ERECTION MANUAlS ARE SHIPPED WITH THE BUilDING IN ~ WAREHOuSE PACKING CRATE) II CFR ROOF 1I(H9600) OR O(H8250) o ~Gl[ CURS CH9850) o ClASSIC ROOf" O(H942Q) OR OCHB2(1) o OOJ9..E CURS (H9800) II WAll SHEETING 1I(H9430) OR D(H8JOO) OVRI6 'N99OO /-------v~...r---v___....r__v---.v-v.~v---.~.",.-------.~v.-'"'~ (.. PROJECT lNo..UO(S NO PR(MSION f"OR 0'/N.td.I1C LOAD CRfT'ERlQN (VIBRATIONS) ) AND ITS EFFETS ON ~ZlANINES. NUCOR BUilDING SYSTEMS ASSUUES NO RESPONSIBILITY < rOR M PRESENCE Of DYNoWIC UW)S. IT StW.l BE THE RESPONSIBILITY or THE ) "E:NGlNE:ER Of RECORl) TO DETrRwlNE THE I'-lPACT Of" THesE \ll8RATIONS ON THE SlRUCTURE. ~ BlJILOlHG WAS DESIGNED TO SUPPORT A FUTURE ROOf" Off THE HIGH SIDE WAll AT THE ) '-lEZZAHlNE: lEIIEL BUILDING WA.S LDAO[D .f.S FOLLOWS' 2OOLBs./n, DEAD lOAD, J10 LBS./n. SNOW LOAD. AND 50 LBS./FT. COLLATERAL. LOAD SOME: BE.wS USED TO SUPPORT, THESE lo-DS WE:R[ AlSO USED AS STRUTS fOR THE WEZ~JNE SEISMIC Lo-DS_ I~ \ ) "___^'---.../'-~^-----,^.__^-^_^-~/'~^___---,,--./'__r~,__^-..-/ . NUCOR BUlUJlNG DESIGNED FOR f\JTURE l(W)S THIS NUCOR BUILDiNG HAS BEEN DESIGNED TO SUPPORT LOADS TO BE ADDEO AT 50"( FUTURE POINT IN TIIoIE. THE ~OJECT ENGlNffR Of RECORD MUST ASSuRE THAT ANY L(W)S APPLIED AT ANY FUTURE POINT IN l...t 00 NOT EXCEED THOS[ ACCOIJNT[[) raR IN THE [l(SIGN AND SPECifIED ~ THE ERECTION OAAWINGS. SEE PAGE Cl fOR ~TUDE, DIRECTION, AND APPlICATION POINT OF LOADS. . NUCOA: BUlI.D1NG WIlL CAUSE SNOW ORin ON fUTURE ROOf" 10 JOIST BRIDC/HG PACKET (SENT SEPARATELY BY JOIST WANUFACTURER) DRAWING INDEX COVERSHEET ~_ A/BOLT owes F"I f2 COLUUN BASE REACTIONS Rl-R /SEPAAAT( II 1/2" X 11" SU8AoUTTA4.1 STRUCTURAl/SHEETING DRAWINGS JI - '..,,- 3 t')rn"- L:,::') DETAILS 11-96 g i! ~ ~ w ~ :; ~ z " i 8 ~ ~ .ie ~ ~ "it u ~ ~ K. ~ ~ ~ 2i 2i 2i e; Q; a:: Ill:: l1. IE D U :J z: ~I>- - .... '<1: rn Q ':S: r') CO "<t- Oo i"" 0'> '" co .. "'Ir') II ,0::: <D '" 1<( -.;;;-r-- I ~ i"- ~ '" ~l;i:zo~ : Ig: "c.D"'-- tllU1 g~8 .=>--I N iOa::: .,-- Ii: '2: w ...i-~:z .. II, <1:QX ... ,U) 3:::r: L2 "'10 ,.... II 'r') ~ .: u ~ Vl W Vl ~ cr a. Z c:: oc w 0 >- z ~, 0 w z --' LL .,; Z w r 0 > 0 u --' z Vl " ~ 0 ci ::; 0 r ~ --' ~ >- 0 i!; ..: ~ r t; ::> ~ , z ~ ~ 0 => 0 ..: z Vl 0 ~ 0 ij '" . u """ NUNBER; W5S0622A SHEET NO: C1 of . \ """""',' f '" ,:,1 -':i~,_ .';-~ 1..55[.....Pl'"......5~YT01H[ ....1[I""-e5 OE:SlGN[O ~..Cl 5VPPCl[:1l i'" NUC(lP 8.....[11.....: ~r51[..:;, ~ OO~'SIO" Of NUCOO> Cll"POOlAllQO, ,..[ DR~"'N(;5 .....[1 'HI: ...ru,,- BlJ'I.OIN(; ""lIe... 'liE'f ~[PP(SOI1 ....[l><[PlI0OUCTOf"li\ICllI' U'LOINC $'r3TUoIS T><( R[C1Sl[RE PlIOF"E5Sl0NAl ENG>><[U ....osr SUe o.PP{AJlS 0<. I...[S[ OR_lies .!; [1olPl.O'f[O I'I'NJCOR BlIIlOll,e SYS1[WSANDOO[S.....tS[lM:llS Oi> prPIl(Sf!.~ '>'. PRlJJr~' [N("~"[(P or Il[CfII'8 ~'W s_._ "nt Il[ CO"'-;l~,., ~ .' SI..-p , , w . Z ::J --' w w 8m N I , - N 0~ N I " - N 0- w Z ::J , --' , w w >- U1 - - 0 0 0 0 STEEL LINE 71'-4" STEEL 23'-4" 24'-0" 24'-0" 18'-8" 5'-4" (C) '-/ I-l STEEL LINE . o o --f. 1 '-:--1 @: 1-( N ' v ~ lL.w 00. zS 0U1 i= UlL. wO 0::0 00:: ~@ I , I I , , I I , , I I l <~\./ I @: I (~ I / +--10) I , z ;;: o o , N. I N @l \::1 \.. -^ I I ~~~~~ ~ 23'-4" 24'-0" 71 '-4" OILOW EAVE ,0 ~ ) . . I-l @ ~~ (DI-l r-..---.-._ .. ___ PeRI/) rIT Ci GI\/' i'J'T r\ L-/ ~'~, ......... ""0,'7" C,:?, =_: ',:; ::."~:~ :", I n.J_1SN", AI\A=>t:;:;>."". "_.' OM Be ""',. ;~.;.;:5;~F.,?)~;~1~~~L~:~~;~O;~( i I I ! : LINE) ,----- -- N I "" N I """ / 0 0 "" -0 /2\ _I I I x . ",'"- ~N 0 N - - N "" . STEEL LINE 8 @~ 0 N - I (0 I " "' - - j1\ N <oJ lS ? 9 ,,_9 ~ + '? ~ 01 0> 01 J. ,,; 0: ~ I~ 24'-0" 5 ~ ANCHOR SOL T PLAN ~::J ,H ~ ~ _j<;Ji<' ~ Jl . i!i"' g ~ !l!.~ ~ ~ olcl i : ~ ~ u Q ~ ~ ~ ~ ': ~ a ~ ::~~~ U AI: Q:: Ill: D. ScP I 6 2005 GENERAL NOTES '''' 1. THE SPECIFIED ANCHOR BOLT SIZE ASSUMES AJ6 THREADED ROD "'ATERIAL FOR BOLTS. EQUAL DIAMETER A.307 BOL 15 MAY BE USED IN PLACE OF THREADED ROO. ANCHOR BOLT EMBEDMENT LENGTH 1$ TO BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER , ? tJUCOp: BUILDING SYSTEMS IS NOT RESPONSIBLE fOR .-n5'UNOATION DESIGN. THE fOUNDATION DESIGN SHALL BE DONE BY A REGISTERED PROfESSIONAL ENGINEER, FAMILIAR WITH lOCAl SITE CONDITIONS. "Ir - 0::1 1<( n Q) ...;- 3:Q)CX)cx) . ""'r--r--n .0::'-0 1 r-- ~<( vr---. I 1llD.- nr-- ai CX)n .,-,Z ~ .. ,<( ---........ 1- 0 f' et:: ~c..o- ~ ,f- 0 0 .. ilf) O~lO .,=>-, N IOet::..- lI:.ZWW "i-f-Zx ~ IUl ~ ~ L2 ...10 ,.., :aIr-") I..J.- IIi w Z ::J ..J W W >- U1 3. AlL ANCHOR BOLTS, FLAT WASHERS FOR ANCHOR BOLTS, EXPANSION BOLTS, AND AlL CONCRETE/MASONRY EMBEDS ARE NOT BY NUCOR BUllDINC SYSTBAS. -0 IE a u ::J z: 4. THIS DRAWING IS NOT TO SCALE 5. fiNISHED flOOR ELEVATION = 100' -0" -0 6. "SINGLE" eEE eOlUUNS SHOULD BE ORIENTED WITH THE "TOES" TOWARD THE lOW EAVE UNLESS SHOWN OTHERWISE. - CROSS BRACING -0 BOTTOM OF BASEPLATE ELEV. = 100' -0" AT FINISHED FLOOR u ~ ui w (/) (;) a:: a. z a:: a:: w 0 e- o z~ --' WZ '"- .,; zw Cl ~ OQ --' Z {/)'" ~ 0 <3 -0 I j~ >- 0 <('" U :J r z~ 5 ~ 0 0 <( z (/) ~ otJ -0 .~ ANCHOR BOLT SCHEDULE w ( z ::; QUANTITY 1\ SIZE PROJECTION ..J > 1 <, 3/4" w 32 3" FROM BOTTOM OF BASE PLATE w >- U1 20 1" 3" FROM BOTTOM OF BASE PLATE ~ 0 f 1/4" 3" FROM BOTTOM OF BASE PLATE 1\ JOB Nw.lSER: W5S0622A SHEET NO. F1 of 2 THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS NOT ONLY INDICATE WHERE THE ANCHOR BOLTS ARE TO BE PLACED. BUT ALSO THE FOOTPRINT OF THE NUCOR BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED. IN THE [VENT THAT THE NUCOR SffilNGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, NUCOR MUST BE CONTACTED IMMEDIATELY, BEFORE CONCRETE IS PLACED. " "'H . ~'...J' . \'it'ti~~' ': .L .,i -..~ . I . ~ ",tJr IHlS S[Al. PER"IAI"S O/IIL~ 10 HIE ....Ir"'~ts OG;IG"I~ ~..o SVl"Pt.J(O IH NU[OPIltJl<O'NGsry.IEl.IS,_ 0''''5'0'' O<""UC()l> COllPORA11OW '''1 (lIiM""GS ....OTHl: W['",- BUIUliNG_I[..".nRr~S(Nl .....EHlIPllOOlXlor..UCOP U'lDJt<~ S_SIUG 1><( R[G'SlI111 PtlOfESS'Qla.t [tiGI"r[~ ....051 51", ~PP[All'S Oil IMl:5E DA_'''GS 'Sll.IP[[IltOBY'.'[O"IIUIl(l'NC S'S"w" ."0 OOl:S '''ll SlA",[ Il.S OPPfPPES[IIl"'IPR'(]Jtc' ["C'N[[P or PtCOl'l~ <WI' ~H.<.ct W" ~; rO"QR'.'r' t,' ,., J] Al w ClR. OPEN...C [r" ~J (USE (2) 1/2" 00. EXPANSION BOLTS PER COlUMN) r GIRT OEPTtt + 2- I ~r""'" :':'" ~Fr.nnN A (RECOWENOEO) TYPICAL OVERHEAD DOOR FRAMED OPENING r . 1 ~:: 2" t 0" ~ ~ r + --~ ~ , <Xl. N ~ E I ~ --+ + I ffi , j . (4) J/4~ ~ A307 ANCHOR BOLTS WITH A )" PROJECTION OHDFO ;., z S u ~ ~ ^ y ~ COLUt.lN f---. f FINISH , FLOOR ;-lo:~ f;-' -- } 4" BPF'FNG TYPICAL COLUMN BASE PLATE DETAIL A j " 2" i &1 BU4RX eUCRS ., , " '~:.' , K~~'~T . ... :.r:# '.s: < ", I ~ ~--+ 1 i ~ 2 t ~ Co . N ~--t t r.:- '0 H~ 1& L 4" l 2" ~ ~ 10" F (4) 3/4- \II AJ{)7 ANCHOR SOL TS WITH A 3" PROJECTION -<Xl -.. &1 G 1'-2" 4" 4" i .r , , I I + +-- r ~ , <Xl ~ + +-- I ! If l !2::, " (4) 3/4~ \II AJ07 ANCHOR BOLTS WITH A 3~ PROJECTION r---+ f +-t-------J. + 1 , J 2" 2,J R" ,l 8U4TX (4) ,- fl A307 ANCHOR BOLTS WITH A 3M PROJECTION BU4lT l .. 0" t 4" l' , l' 2" 4" 1 , I I + +-- + +-- I ! l .. { B 4" r --;-' N . N ~ (4) 3/4" . A307 ANCHOR BOLTS WITH A 3" PROJECTION t 8" ..~ 2" .r 2".. N 1 : 1 ~-I-+ .. ~--+ , .. . <Xl & , 1 + t +-t-----~ o 1 H (-4-) ," \II AJQ7 ANCHOR BOLTS WITH A 3" PROJECTION BU4BX -- BU4lX cl 4" r I + +-- ~ ~ + +_n ~ I I , <Xl It"j , 4" j . 1 1'-2" BU4lS BU4RT (4) 3/4" II A307 ANCHOR BOLTS WITH A 3" PROJECTION t .2"~2". , t , 1 , . ~--+ o N I : 1 + . .~ ~~--+ J I OF FRAME BU41N (4) 3/"'~ f .6.307 ANCHOR BOLTS WITH A J~ PROJECTION D K Co & I +- 10" 4" l l , , ~ I I ~--+ + . N -~+ + ~ I &&j , 2" tJ~ I (4) 3/4- f A307 ANCHOR BOLTS WITH A J'" PROJECTION 2" { o 1 -" " " (4) I~ to AJ07 ANCHOR BOLTS WITH A 3" PROJECTION P~-""" c:;:;p ~' ,'CX<:Vi; 1 ....,~!.Jl,. iPd..... ~,,,~ _ ~ '-.~,C;::': CTiC'",' THIS IS NO'7'~~ S~ NC: C 1\~;C:::S O~, ?=-JI~~10~S CAN BE MAJl. "",-j ,",,', ),:~'C ~(;"i :::"~C;::: VilC-:- REMOVE Ti-ll PRC.I;l;-; ~;:.:O,V, ,H::'. S If:i)L;'~C. r.-- roo:; 0CY i tJ v .-.-.--. ,,' , -' ~ ~ 'i' ~ ,. ~ '" . - ~ .0 Ii IE ~ I ..... ""' N lO' 9 9 'T 9 <0 ..... v !? I I I I 0'> '" ." ." ~ ~~~c~~ ~..... C> ~ ..... .., J1:~<J g,il ~ ~ ~ w:;r ~.-' -' m~~i8 nB ~ 8. ~ ~ ~ iHiO!H ~>- ~ ..<t:,.,-,O'>v :~0'>cx:Jcx:J ~~r----..r--r0 .0000<.01r-.. lIt<i:V~1 . cx:Jr-.. 1~<i!:Z:o;;:S p 0:::: "'lD'-" a;tnooN55 :::>--.J-C'J U!!!ClO:::"~ ":Z:WW "'-1-2).< .. 0.. en <t: 0 <t: ~...C)5:::r:l..L Z:."" CL BT4TX o --' ~ @ ; 8 JOB HUMBER: SHEET NO: u ~ '-' z iY o o --' u.. tn w (/) iY D- o:: W ... ~~ '" Zw 00 ~~ g j~ o .- <{ a: ~ ~ Z ~ ::> 0 <{ Z ~ ~ 0 ~ U tft 4- + 1 4- + J. t 8" t ~ Z W5S0622A F2 of 2 " ;\ ;:",-,;. ..../ l' ',:.1. 'i '~,T, ~~~t1,"" i. ~...J~ O~ ~~~\~ lHIS SEAL PEm'A1NS ON ~ TO THE W.TEllIAlSOESIGNElJANDSUPf'LIEO BY NUCO"BU'lD1NCSYSTE"'!>,A OMSION [)IC NlJCoPCORPORA.TION 1~E D"AWINI;S AND THE "'!:TAl aUILO'NG WHICH T~EY REP!>ESENl ARETHEPRODUCTorNIJCOP UILOFNC SYST06 TI-1E REGISTERE PROfTSSIONAl ENGINEER WHOSe S[!llAPPEAASON1>lESEORAWINGS IS E",plQ\'EO IIYNVCOR BUIlOIf'G S\'STE"'SANDOOrSNQTSERVEAS OI'PErRESEFIT1HEPROJECT (N{;IN':['ROFP,C{}POJ\N['SHALL N1 NTR litH ~ i ~o4 4" l~: ~ ~ ~ N ~ ~- " 2" " 0 'i' 'i' 0 0 Al t 1 " ' :< , "-2" I ~ -; 'f N " '~ ITL V ,~ 10" , , , 1 l 0" 4" 4" 1 ~ m ~ ~ ~ 4" .. l' i I 4" - - -~-_.. AC PURLlN CLIP AC IN PURLlN CLIP AC IN PURLlN CLIP AC PURLlN CLIP UJ TYPE U.N.O. TYPE UN.O. 0- TYPE U.N.O. UJ TYPE U.N.O. '" 0- '" ~ :s :s <( '" w- Z Z w- w- ::; ::; w- 0 '" '" 0 ~ ~ -' 0- 0- --' V V w ~ ... ':.t ... UJ Z Z ::; , "- 25 ::; ... "., "., "., --' I E2 -' w .0 '" '" '" w W I I I w e- ."., ;.,-, "., e- (/) (/) 0 -8 (2) PAC' N I - , -0 N I N (2) PAC13 0-~ .0 ... I I "0 '" (2) PAC13 N ... , -0 N I . - (2) PAC13 , '" N I (2) P 3 - 0- , -0 PAB02 Ell Ell Ell w w z Z :J 25 ::J --' E2 --' w w w W e- ~ (/) (/) ~6 MK. P1Z ~6 MK. P'Z ~6 MK. P1Z 10 86 PURLlNS 10 71 PURLlNS 10 86 PURLlNS THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. PURLlN BRACING (2) ROWS REQ'D (2) ROWS REQ'D (2) ROWS REQ'D PURLlN BRACING REQUIREMENTS REQUIREMENTS SEE SHEET E2 SEE SHEET E2 FOR DETAILS 23'-4" 24'-0" 24'-0" FOR DETAILS STEEL LINE 71'-4" STEEL LINE ., '-- ill,"; or ~;~- j, \ r~;-.j '---."f,',:'; 0 0 0 8 ~;.:<,', c;c M;"':'.,- ;,', .,....:.. RU/,,,;,,:: ';,,~ Pr ;:.<...., ,'-- n(IO:: ~::';..-' J '.j ~u 'J ROOF FRAMING PLAN ~ I I 0 ~ , . ~ ~ - , ~ . ~ . 5 ~~ ~ ~ ~ " IS ~ ~>- O~I"")~v .:::::s::::mr--o::J .o::C;'I;::2 .. ctvr-- I a 1""),..... tI--.J:zCO""'" 1[1o<l::_~OO - 0 ~ Cl:::: -<D- a.tng~55 .:::>--.J N U.OD:::w~ ... :z~Z '. J~2~~~ [:1"") a.. U 'i!" VJ w (/) t:> ii2 Cl. z cr ii2 w 0 e- o ~!; --' ~ "- Z '" '" zw C w OQ --' z "'''' 0 U -0 , ., j" ~ I 0 t- " <('" ~ ::> I;; zl" a <(z ~ ~ at! '" w JOB NUWBER: W5S0622A SHEET NO: E1 :".: 1) PURLlN AND EAVE STRUT CONNECTION BOLT REQUIREMENTS: A307 AND A325 BOLTS ARE BOTH USED. REFER TO THE DETAILS FOR SPECIFIC USAGE REQUIREMENTS. 2) FBC__/FBE__ INDICATES FLANGE BRACING. 3) SEE SHEET E4 FOR MAIN FRAME FLANGE BRACING. 4) SEE SHEET E2 FOR PURLlN BRACING DETAIL. 5) ALL EAV~ STRUTS ARE 08E086 UNO . \".~~,,;+ . i \1" \ '-1 -- :--------"....---.-. 11llS5[-'l-1'(Jn_0NI'100[ IWC......S OCSOoul M<<l 5lIPI'U(O'" ~lIClIO'M.JI.I)NG5Y511:16.A_Of tUlJIIIl;XlIIl'(llt4_ lH(~", 1"l1lf1.....1lAJlIr.(;00H0<10l[. Rl:PlIESUllo\l![lH[PllOllUC1ll1tflJC(l11 __1)IrOC ~iSI[iOS 1M( II[GlSl(lI(O PIi(II(~(H(;lO((Il"'OS(5['" &Il$(lr,'M[s(~SISE~O'>{ II'NJCOIlIlJl.DK;S-ISl(...,.lMlDOrS Io!" 51"-< K, (lIl lIfPo!(SENl ,~~ C' II<GlN(IR~RlC(JlltlANI,SH/Il I<Ol 81 CON~1lVr1l AS SUC>' o '" ;; o lD ~ I ~ "I HI 020 _ BOlTS REO'O AS SHOWN {I P[R[Nd,~ AHClE UK. ,., MAHJl.L-/ .. OWl'" ~~~ V~ II~~T[/J~ f1\ :i. OWl'" W EAVE STRUT lOW [All( 8Y-p~ SW GIRT COtIllI1lON \F?.J ~-(')I/2'.2.~80111Cl6l1l/flUTHOXlllU"',c)'t::.>' EAVE STRUT 1'2' BYPASS SIDEWAlL COHOITIOH lOW EAVE BUILT -lJl EW CONDITION USE (2) 1/2" l( 2" A.l2$ 8a.r H05OJ/NUT HOJOO 1I.N.O. .. PURl'. STlfTEN'NG LF _', r'\- PURl,. 'tANG[ ~'~PURl.IN WEB GENERAL RESTRICTION: UNQ(R NO CIRCUWSTANCES CAN THE PURLN STIFFENING UP BE FIELD t.lODIFIEO FROt.t THE FACTORY SUPPLIED CONDITION. ALSO DO NOT HANG ANYrHlNG FROu PlJRUN STIFFENING UP. PREFERRED OPTIONS FOR SPRINKLER SUPPORT AllACHMENlS: OPTION 8 DRIll SPRINKlER SlJPPrORT THROUGH THE BOno.. fLANGE ~ 11-E PURUN. ..... 1/2-. Ir.W(NUW EIOl..~_~~~~..///"... BY H.B.S.) ~ OPTION A SUPPORT AHGLf OR sour OTHER T'l'P( Of BRH:KET. (NOT BY H.8.S.) Sl/f'PORT THROUGH PURlIN \11[8. ~-SPRlNKl[R SUPPORT '" - (NOT BY N.B.S.) "- 1/2-. MAXlt.lU" B:)LT (NOT BY N.B.S.) ," t.IAXll.IUU fRO.. CENTERLINE Of MUN WEB TO CENTERLINE Of S"'PORT ,. MAXlt.llJ,l FROM CENTERliNE Of I" 1 PURlIN WEB TO CENTERLINE or SUPPORT IF PURUN FLANGE SUPPORT CLAMPS ARE USED: ","P (NOT BY N.8.S.) ---t ")(" r-1 r=:::::t". r-- "',-- Y . TOTAl PROJECTED DISTANCE FRO.. THE CENTERlINE Of THE PuRllH WEB TO THE END or THE [NO Of snrrrN(R UP (- J 5/8" 't/- 1/161 NOr[: (V[N IF A Cl.NolP IS lK:EO T1-E CENTERLINE or THE SUPPmT "'UST BE WITHIN 1 ~ FROW CENTERLINE OF THE P\JRUH WEB. CENTERLINE Of PURUN 1 ~ MAXIMUM CENTERLINE Of SUPPORT N.S.S. PURUN SUPPORT METHODS /~~ <J :' , ! : ~ ./ (~ :::>,~ A;;:!/? ~ SHOP wELDEO CtJLUlANJ cUP. CAP PLATEI STIFfENER RAfTER FI..AHGE OPTIONAL BY DESIGN ,,/~ .};<,OV ~ /"9'~~/ $J~ /~ //~J?"~) .~~I'/ ",-,,/ ~ ty/ I ~ V /' SHOP WELDED ~~ ~~ ~ ~~i'N'. I ~ OPTIONAL BY ~ . j~ ,. O'~GN ..--:::V'~ ' -~jy;// <( <=""--1 CAP PLATEI fW'TERFlANGE f' ~ SECTION ~A~ I I tNO WAS~ERS REQUIRED AT I lTHESE (8) 9OL.1 LOCATlONSI SECTION "8- AC ~ AC-IN WC IN WS IN _. WELDED ClIP @ END FRAME U!f(4)ln'"ln",uolllCl15Illl5OO/IIJlSII04OOUJIJ. M:FDlOlC[EJl[Q(IlI(JI(fUInP.-.HJt_OUI8OlIS ..... WELDED CLIP @ INTERIOR FRAME US((8)I/2'lll/1......11lCl15IOlOOilU$HO<<lOwtD. ~\ ~ NOTE, THE PURl~ :~::;~ "",..'Sk:~~ ~!!rnPE (ZEE. CEl [A>1: STR\JT. ~ BEA".ETC.) ,- : ~ INSTALLATION INSTRUC~'ONS I) INSERT THE NlGl[S "8l.CK-TO fW)(' INTO THE FACTORY Pl..WCHED SLOTS, BEND THE TABS AS SHOWN AHD ATTACH WITH (I) HI020 fASTENER PER END. /...... USE HI010AI P\l1ll.WS1: i?":", :.::: ~I__""'U: (LLV.) l.lK.lIIIAROl i 2) CONNECT THE PlJRUN BAACES AT THE INTERSECTIOft WITH (1) Hl020 fASTENER ~KE ANGLE ATTACHMENT tf2\ AT ENDWAll STEEL LINE \E7) ."" ~, ::;:'0 (1) Hl020 F AST[NER (TYPICAl)~ ROOf ST.@._y~___ -- ......------ --' - ~ ~ \5~ &Va ',. WK. (s[E PlAN) (1) HI020 fASTENER I PURLIN ~ PLAN VIEW OF PURlIN BRACING LOCATIONS PER BAY I) THERE ARE .A.l.WAYS (2) ROWS or PURUN BRACING REQUIRED REGARDLESS Of THE SAY LENGTH. 2) THE PURLIN BRACING IS AlWAYS SPACED AS SHOWN IN THE OETAIL BELOW. ~ OWl'. PlIRUN I BlW:E 'X. -----1 PURlJN - PlJRUNlAP ~ 0.38 II LENGTH I I , I 0,24 . LENGTH I lENGTH 0..38 II LENGTH ~ PURLlN BRACING ATTACHMENT <2: 1 2 '" SLOPE (25\ \gJ SEE Roar fRAMING PLAN(S) fOR PURl-IN BRACING lAARK NUMBERS. OUANTmES. ANO lOCATION::. ~ ...;;;; EAVE GRTJ : ~8) 1/2" . 2~ FlWolE /' I AJ25BOl.TS{WIO:,H06OJ)" COlUlolN~ -i ~SI{WI<. HOJOO) 0 CFNT[RUNE OF" nw.lf I I STEEL L~E HIGH EA~ GIRT--.. V.<,RIES ,,~ ,~nc2) I _ I 'J'I~:;~" I T J,r::.~') nw.E CQ.WN I ti ;K~ ~ OR ENOWAlL I 4' IQ HIGH EAVE GIRT r6\ lWTER SECTION 'A' ~'~.' 1R141"1'Ir~J"Ai2ua..;S~"'.m'w \.t-"/ 1 tfWASs.I AU"OOOt-~~.! I rUN \;LNCIII n1' ~- REf. [Il[CTOR HOTt fOA rYP_ W.lSH[A RE....,Il><'r.l[NN - --r'- ST,te ~''''~lA ~ - /4 CONTOUOUS I HlGHEAVEOIRT ~flWolECOlUloIN FN;E cY eot.UloIN I.".,,, I: STEEL GIRl LW[ ~ 10 ROOF' SlOPE EOl.W. TO OR LESS TJ.Wrl1:1~ , "' I ~'" CAP ~ "'ri" OINTERIOR ~'" '"'" 1/2~~ " I I IT T' : "" ~ "'P' ~ .--.--c ~~- ~ '; ;.(-t J~; ~.~/T!-'ll~..~~---- .;.. ;- '~:~~" ~, , ., -J" 11-'IS ''J ~:c~,\~ -- ,". __ ,-,,'- "'n C-;,'. r.,:; -:;;0. ",.r,!')""S CAN 6~ MAC::: f, ,~-)'. ::,:-; :;'i ,;,,>~.:. ~ '",,'~ R~OVE. li-lE PI~_.--'-;:."''';''~~.. ~,_, I.... -.:~- c' =-: ,.- ~ h {i(;(j~: ~ L.vU..... .__...o.-.........._.__~~_, -- FRAME ~, o ~~ , ~ ~ 0: ~~ u jg 2 15 ~ I[ o U J [ ~r - Q~"'~v Il:><:g:r--~ .~<Dlr-- ~D-V~: ----l CO,...,., ~<(:Z:_ro - 0 : 0:::: "r.o- .tnONg ::lg-N !oo:::..- ~:z:WW "'-I---cZ ., ~~~~~ 1::1'" CL . u ~ V1 W V1 0 a; "- z a:: a; w 0 f- I 0 z~ -' ~ w. "- 2 .,; .,; Zw ! (> w OQ -' ~ V1~ 0 u -0 : t " -'2 I 0 -' f- 2 <~ ~ :> l;; z:,; 0 <2 '" O.tJ V1 w JOB NUlABER: . W5S0622A SH([T NO: E2 . I, .'1, :'. / \':7-", ., 'l~.~."'; : '. -.-" ~ . .\~ ~\~ 1"~ Sl""- P[lI'1MG Otlt\ 10 lH[ ....T("""SOC_ll.oH(l~~-:f)1I'< N"~Of' I!lJIlDN(; S'I5!(W!;. A II/I'ISOol or ><UC~CORP(lfI.o.ll(lO< I><(DRAiOItlC5.... 1><(lC!ll.lI.llUJloiGMlC:Hllo("r 1!(~1S(W111l1[1>€PllODUt"lor"'-'C0Il _OI<GStSlllOS '!W:II(CISI(AEO PO'l)<(551OfUl INC.lII"(~ .~OSI: SUI. PP(...~(lI;ll1(5(_~SIS[lPIo\,( B.IlOCOIlllUUlliCsYSlt:IIS.oH(lOO(S I_CJ~l~ ~r;:I(~ ~ ~~~'~tJ....l r"w '>101 B! COIf<;UlI,J(O'~ SlJCl< . ," , , G I o o STEEL LINE 42' -4" STEEL LINE 21'-2" 21'-2" U1 -< fTl fTl , , Z fTl 0 (") (") (") 0'-4" x x x ~ f--------------~ ~L OF FRAME N )> R I R ~ ~ ::::0 ;0 fTl-l-u 0 ZI, ^ 0 OfTl)> N I 0 "" """'fTl I ;0 CD 00 Z ... 0;0 ::;;:::;;:::;;: CD)> )> fTl C 10 ;ofTl, I I Z 0)>0 ~ 0 <fTl I -l~O 8- CXB RXB RXB CXB I OJ II I 'I: fTl ;;:: / \ / \ / \ -U1 ."fTl fT1 ,\ Z'" 'O-l I~ / I g", O;U)> ::::0 / ~I \~ I ~ 0 ::;;: , )>U1 , (lJ -lI O-l , "'''' fTlO)> )> N , \1 \I \1 \/ , U1", )>,G) -.-J ... -{ <OG) z I r'1 fTl I I 1\ 1\ 1\ 1\ 0 "'0 ... 0, (J11 0 0 , "-.. ;UfTl I II \ II \ II \ II , CO ., ;;::Z \ I '0 fTlO OJ ",;0 0 8- 0 CXB ,.; , ~B/ \ / RXB\ / 1\' CXB ;00 ;0." ::::0 O~ )> )> , , "';0 I 0)> ......)> , ~21 0 UlfTl - . ;0 Z -UUl N '...... GJ .... )>0 I 0::;;: c:; fTl)> lJ ......;0 )>0 I ~ R1 R I J G) G) )> 0 CL OF FRAME fTl 0 Z -------------- I (") n n n 0'-4" x x x x U1 -< fTl fTl , C Z rr1 11'-2" 20'-0" 11'-2" STEEL LINE 42'-4" STEEL LINE . . , ! ?; i t 8 8 8 8 , I ., t" ~) I'.J ... (.-' ....'1 I. ( . I , , i ? ..' . .j,.~ ~~L :J~~~S.ji;i~'i~5 - ...~,.~~.!. ~ ~~'~~~i~~~ ~ ~~~~t!~~p .. dO "_;'~ - .'1;:: co .l"'~ ~ ~O.'" S~~~ i i ~~~ ~:~! 6 . ~~. ~;.!~. ! ",:ilJ: i! ~Q\!I t',' ~ ~},~. - '.,"--_i_ .~--.~- /TI V. ~ ~ PROJECT NAUE: o :;:! SOUTHOLD FLOORING ~ (J1 ~ Vl ~ ~.. EAST "IORICHES. NY ~ CUSTOIo4(R- :>> DANALLlSON ENTERPRISES, INC. CEN1[R UORICHES, NY I"tUCaA .U'LII'''. IIrllrll.1I .ItOU~ 305 INDUSTRIAL PARKWAY WATERLOO, IN 46793 PHONE: (260) 837-7891 FAX: (260) 837-7384 OS" OWN CHI( ENe P.c. JJW ~ "'TE 9~15-05 . PERMITS -:. 2'-5 7/8" " ;'."", <0 "- " N I '.,. N 1'-0 7/1 " \ 5' 0" to .,. u <D u.. o 499rz.- 42' 47/16" 5'-0" ill 0) rm~.~lJ 0) 0'_8"11 \1'011/16" , ~ to e; :::-,. ~ 7~ N~ MeR LOW PlATE HGH PlATE OUTSIDE fl.,AHGE I WIOTH THICK WIDTH THICK WIDTH THICK . 5' 0" 5'-0" 5' 0" 5' -0" s' 0" .,. .,. U CD U. .. .... U <D u.. '" ... '-' CD ... 1'-4" 5'-0" ~ .,. ... U <D u.. _-:---- ___~-----r------ -, ill -r+- -- - ,-+--- -- -- ~-- -\ ,.,., I .,. I FBC44 I NS/FS' \ I I FBC42 \ , I I '0 I '.,., "0 I '.,., I I I \ I I FBC34 _~ \ '", I '" , f- 8 1$.00 0.15 141.00 l~.oo o.t~ 147.00 17.00 0.20 Sl.31 -\ ~~---.....,,-'V \ MEZ!, B~M ~ LINE 2 ONLY ^--...-/' li w u 'N ~ "-~ - ~ 0 ::< - e; <( I U-I N ~ CD 'N N ~ "- N N u U-I .,., ::< I u.. -,.., 0 - C>- o r- Pl(. FlR. EL[V " 100'-0. 38'-10 5/B" 42' 4" Cross Section @ Lines 2-3 '- NOTES: ~.: ~~ -\ 1 I I I '1 I I \ I FBC40 -I \ I \ -, I I I I ~ fBC34 I I (]) I \ v , .,., I '" .'" I .... '0 I .,., o I '.,., '", I " ...' ~, i 11J:';"'r.:r;- ,." :r.J" l3, :.,;:". CON 01. 00 QN I 1) FOR COLUl,lN AND RAFTER UARK NUMBERS. SEE SHEET E3 (MARK NUMBER PLAN). 2) FBC__ ..DICATES ,LANGE BRACING LOCATIONS. 3) NS/FS INDICATES THAT FLANGE BRAGING IS REOUIREO ON BOTH SlDES OF THE FRAME UNL NOTE roR o<p,",,"""LE ENOWALl RIGID FRAMES, IF FLANGE BRACING IS REOUIRED ON BOTH SIDES OF AN EXPANOABLE ENDrRAME, THE OPPOSITE SlOE FLANGE BRACE WILL HAIlE TO BE INSTALLED AT THE TIME or EXPANSION. THESE FlANGE BRACES HAVE BEEN PROVIDED. AS REQUIRED. FOR THIS FUTURE CONDITION. 4) IF NS/FS FLANGE BRACING IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REOUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. 5) "," INDICATES THE LONG SlOE 0' INTERIOR COLUMNS. " INTERIOR COLUMNS ARE REQUIRED. ORIENT AND ERECT THOSE COLUMNS ACCORDINGLY. NOTE' COLUMNS LOCATED AT THE RIDGE ARE TYPICAlLY ',LAT-TDP' COLUMNS, UNLESS INDICATED BY THE "." SYMBOL 6) RIGID fRAMES SHALL HAIlE 50 ~ 0' THEiR BOLTS INSTALLED AND TIGHTENED ON BOTH SlOES 0, THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPl.1ENT IS RElE.A.SED. ( f- 1, ['....8" 16" o 0'-10" '0 I '", N (: ::--: v_ ......,. i_. (, i.;,r, '_' ::'v\JJ BOLT SCHEDULE l!l w , a~ ~ ~ " ~ . , o ~~ - , ~ ~ ~ ~ e; ~ " :I0~r0m.... ~:;:;mCX:>cx:> ..::::S:::r-r--r-0 .a::cD1r-- .<1:....r--\ ..0- r0r-- . CX:>r0 ~<i~_oo - 0 ~ 0::: ~<.D'--' .",I--ONO (.f)o",-",C.D .=>--.J N 00:: ..- II:ZwW "'-r-:Z ~~~~~ ilIr0 0... . IE a u :I t <:> z 0:: o o -' .... t.i ;!; vi w tJ1 0:: (l. oc W I- z~ ~ WZ Z on on z'i' ~ 0<1 x tJ1" u _0 " ::l~ 0 ~ .<(~ t;; ~z~ . l?<C~ ~ ~Ou 0 o -' ,',- ~\~ '~','. ,..-"";:ONS ti \ ::> ",~,;:J"t:" ~r: to _ -. .-' :tJ1 .' ':'; l!O(,......~.~:t.~ .~6-~_..-_.__. 'BOLT OESCAIPnON p,.aT 14. 1 JOfl HUlolIlER; W5S0622A S>OW "" E4 " r,',: NUT--. PAAT' 1 \":7~',;l' Ii " ,:.";I~_- -.~" . 1....SVl.1'[1l1M600ll lOll'[ ".,I......Soc!;II'.HUI~ 1Ell'" ""tllI'lULIIINCsr:>'("".~II~D1 """,,,[]lOIPOlI.llON'I<((lllAW'C5 1H[OI(U,-~WHCH1H[' A[Pll[SI.'~lH[PlI()IlOJt"1OfIfJCOll ~S'<Slr":;ll'[R(l;lS'[ll(D ~[5~(H(";IOI[[P.IIO'J.lS["- oa<;D1,I"':~ 1"_<G~ ro;foPoOI[ 8' '.JCOI' 1IlI,-[IK; ~'S1fw.. OHO (lO(S ""1 <;r~T J>[. (Ill .rp~rc.r"" 1><\ ""'.Uff1 {M,">([l' n'plr<lPl'..II'.......' >C1I'1COH'.1111lll\1f.5l'C>' 4' 3" 4' 3" . '0 6'-0" I ~ to ('J 4'-0" 1 7'-6" I- L') I Z L') U w <( I 0.. Ul W ~ I- 0:::: W 0 '. ..... --.i o u u... o =-' --.i o u u.. o d " , ;:~.!': G~ ...." ~'- ; ; -; _._ ,.~,_,.r. ._"',:_i,.':'.:'.!:... ~ o u , ~~ .. " ~~ . . u ~ ~ ~ ~ ~ ~ 15 ~ .. l)>- - Q~"'~v t~Rr-~ .~101r-- tlo..Vr--1 a "'r-- 1I--.J:zcol'0 1E..<t:_~co - 0 ~ a:::: -c.o- a_tnONo ----.O_lO .-J-J ('oJ U.~o::w~ ... -~:z: .. J~~~~~ ti'" 0.. to Z ir o '3 u. o ..J ~ 3? ~ t- . :::> ~ 0 iI III . .106NlAlBE:R: SM[E'T NO: u z vi W III ir a. n: w t- >- ~~ z vi" . Z ~ ~ OQ G ~~ ~ j::i ::i 15< e:; In ~ z ~ c( .... <C w w ~ 0 0 u W5S0622A E5 .' I:; ~ '1,.1-- , .' \''''''';'':'1- · : f i't"; )'..:.,1...;;.":"":' lltlSSOI.. P[JI'I/rIlCi CN 101H[ MA'[_Sllt~ANll!;UPPlI())'" 1OUCOI_[JI<l;MT(WS..~JlM5I"lI<or >UOIICOIIF'Oll.lOOto 1>l[-"~ 1H1: wET..."OOO:: WItCH 104[' II(PR['\("ARl~PlIO\lUC'IorH.JC(lll Mt-..cSt9EIIS ll<[ll[(:IS1[Il[D PIIl)rI5Sil'lt<AL{N(JIO[[I!'JItllS(SU. ~.illSOI.lo(:<;[ (lIIOMNG~'" rOlPlO'l( "IfUC(lll~S1S1[II;OIClOOCS N("I's.rM~()IIilI:Pll{Sl'M1Iw.: n, I";.t<[[l' (II" ~H;(IRl' 0/1(> 5rIOl., IF fir Cl/fI~lR\J(O .~ SU(;" . ~ I ~ o I )?ij 2 I 2' sT7/8" · 4'-3" 00 6'-0" ......... I ....... . ('J 4' -O"-~ t ('J 7'-6" I L') I- Z I U 0 <( W 0.. I Ul W I- ~ 0:::: 0 W ---... --- 4 ~'O'O/ ~ ~ fl08 6 U.N.O. 4 , ~ , , '" / " ~ , MAR02 FINISH CaNT. FINISH FLOOR ~. ',- ~~, --, . :,- ';Or"-' :.'.;. .......,.'.:..':..:,..'::...... .. FLOOR fd: .C'-/, -? "Z, c,y" / 6.?;--. " <'0 -r -r '<s '/.J (4) MK. G1Z 10Z098 GIRTS THIS BAY U.N.O. (4) MK. G1Z 10Z098 GIRTS THIS BAY U.N.O. 21'-2" 21 '-2" STEEL LINE I 42' -4" STEEL LINE 8 ENDWALL ELEVATION AT LINE 1 1) RDB__ INDICATES 5/8" DIA ROD BRACING. SEE SHEET D1 FOR DETAIL. 2) AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF CABLE/ROD BRACING. 3) ALL COLUMN MATERIALS ARE FL. 5.0 X 0.25, WB 12.0 X 0.13 U.N.O. 4) RAFTER MATERIAL IS FL. 5.0 X 0.25, WB 12.0 X 0.13 r -- r (.f;,"~' "':"iJ... ~ --.--..--....-....-- --.-.--.---.--.::-------- t;O-t;1-6 In,, 3 Ml'r )4H~ NM(] .J'd ONJ "vir r-,l i dltl 1~1~ 1 : "v/l~-,zl I , , I "z/l Ol-) I I d\fl 1~1~ 1 i "vir r-, l, , i , , I , , I S1I"HJd JOl" , , / 1 X \ <g,' "", t>grL - Lrg (09Z) :XVj 16gL-Lrg (09Z) ]NOHd r6L9t> NI 'OOltJ31VM AVM>itJVd lVltJlsnONI ~or 4no". .".A.A. ."'."lIn. ..a::an.... , I' , !<,t \ , I , I X I \ , / \ -s' "'" I I I I ('.J 0 01- ~6 00 ::;;;:U 00 AN 'S3H:JIHO" ~3LN3:J 'JNI 'S3SI~d~31N3 NOSlllvNva <( tlJI'IOJ5n:J ~ AN 'S3HOI~On LSW] ~ "(J) ~ LC) i ~NI~OOl.:J OlO",~~~, : ~ i 0,\ ,0 " :o.'c\-/ 0<0/ .' ..' : / i'q' " -1 _I <( <( f- f- W LLJ 0 0 cr: cr: 0 0 LL LL ~ ~ 0 0 W f- f- W W W w w I I Z (f) (f) - -1 w w w w ~ (f) (f) <( C) C) Z Z - - Z () u 0 <( <( 0::: 0::: ~ rn rn ~ 00 00 W 0:::0::: -1 <( <( W 0 0 " -1 co" -1 "" <-- L() <( (f) (f) S w w W f- f- <( <( 0 () U - - - 0 0 if) Z z I I rnW 00 0:::0::: ~~ ~ 0/ <D W W UL: ~. ,.I c.- ., ~;. ,~ l... I! . , W'J 4: -tl -.J W ~. Ul 0 N(/)o COI-Z C) 0::: 0 : - =:l C) 0 o >- / Y:W<e ~O()m v- 0 N '-"'N(/) ""CO- '--' ::r: f-- B 0 N(/)o COf--Z C) 0::: 0 : : - =:l <..') 0 v- o >- I / Y:O<C - ~<Dm v- ~ 0 N f"'-- '-"'N(/) "" - '--'O()::r: I- B N(/)q COf--Z C) 0::: 0 -=:l C) v- ~ >- I <D <e ~com r-r) 0 N '-"'N(/) ""CO- '--' ::r: f-- / '0 / :Q .. W Z ::r: 0::: -.J (/) 0 :z: 0 -.J u.. -.J W u.. W f-- (/) Z : : <.D co ~ ~ ~ = r--.. f"'-- 0 0 co v- I I I v- - I I Ll) Ll) f"'-- - r-r) r-r) ,,81L z- vz , .' 9NIJVdS ltJ/9 lH~13H 3^V3 .-. -. ~ -~:< ~~- ~ l,<.') t.:=-';> :..: :) CJ (', I:. \11 1.1 .~ ,a ~ ~'" i' li~fi;~~i~ '.. o! a6~;I!~ ". i~'.,,' g, /lj!i't Ihlt'! ;:'" h~;ha.i ~j ,'~I,,'~'~~ J ~i~~!fi~~8~ ::~ "!.\!~~~H ~, ;q ~ ,Ii. ~ c 2 -5 7 8 4' 3" . , "ex) 5' 0" '-.... r-- N 1 5'-0" "<:j- 1 N 7'-6" f-- G I Z G - U w <t I 0... Vl w > f-- <t 0::: w - G 81 LL o =-' o ~@ "'-- / G8l (.060) -' o U LL o =-' . ~ I 7 . ~ W8 x 18 FINISH FLOOR 4' 3" 4' 3" 5' 0" a I 5'~" ~ I . I 7'-6" G f-- Z I - G U <t w 0... I Vl W f-- > 0::: <t - w G ',;,-.'; ;~. 1) RDB__ INDICATES 5/8" DIA ROD BRACING. SEE SHEET D1 FOR DETAIL. 2) FRAMED OPENING JAMBS = 08C060, HEADER = 08S 125 .3) AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS TO .A.LLOW PASSAGE OF CABLE/ROC' BRACING. FINISH FLOOR '1;'" 0>> ~ "..' -.... -." ,...' ~',.. ." .['1' ~ If/~ (J '-10 (4) MK. G8Z 8Z060 GIRTS THIS BAY U.N.O. 11' -2" STEEL LINE cb G8l (.ll6O) 14'-0" 12' X 14' G8l F,O. (.060) SEE 1/07 FOR DETAIL MAR02 CONT. '. . :",\'.' ... .,~ ~~~~ 1~ ~'O 12'-0" 4'-2" (2) MK. G8Z 8Z105 GIRTS THIS BAY U.N.O. (4) MK. G8Z 8Z060 GIRTS THIS BAY U.N.O. 20'-0" 11'-2" 42' -4" STEEL LINE 8 ENDWALL ELEVATION AT LINE 4 ;:-. . r -::::: " - . -'.,' ' '~. !:.' C:. fJfj".~ '..; !.vUI.! --~ "'-.' '11 r;-;s _r:::.t.'Ji::' ,r:,,- ~ o . . . ~ ~ - , ~ ~ 0: ~ .. . . U H . ~ lQ 2 15 ~ L>- :<(",,0)'<1' Il:~g:g::~ .n:::{.QIr- .Cf:.Vr-1 I nr-- "--.J::z:CXJf'J") I..<C--CXJ - co : a::: -<.0- a..tnONO --.o_tO .--'--.J N U.. Cla:: ..~ "ZWW "'-I--Z'. :J~~~~~ tin 0... o ...J .. 0 ~ I ~ >- . => ~ 0 ~ (f) .108 NUAoIBER: SHEET NO: <.> z ir o o ...J ... o z vi w (f) a:: a. a: w >- >- ~~ z uf zw ld oD G ~~ ir -.J:li o ...J :I ffi -< ~ t;; ~ z..... -< E <( ~ w ~ 0 u u W5S0622A E7 ';'j' '. · ,...ff;.... . I' ..1 } ~,,~, ,~,-:. . lMS5(",-I'{Il1~(>>lllOlH( .....EI!IllSOC_OoVClSu,ppU:O... .lJCOlI......~SV5lLWS..OM5OO<Of 1ll.lCOI'~.'OOr<T...~ l"'".,l...IaJIlD>Ii,....,;;wl....' p!:,,",(')(Wl.ol'('H(PtlOO\.'Clllfoo..alll lluWwc; S1'STE"~ ... IIEt:lSlIIl(O "_OH~(_r"_:.uo. ~Of<lll[!l~SfSrIPLO'T'i IhNOC("OIB./l/'ltlC.s,nllS_.!'cn W')1 sr:_., ~ 01' IIrp,(s[~n Tw, Cl(Il(O/t([TIOIII!t.O""""'.,9"'l OCIll1COt1S'II\XOt.;;SlIC'< 4' 3" 4' 3" 0 5'-0" I ~ to N 5'-0" i 7'-6" FINISH I- () FLOOR I z () u w <{ I 0.. <.fl w ~ l- n::: W () LD I N ~ -- ------------ -- - -- - --- - - --- - ---~ ... RDB _ "'.... 0... :5 0... <C -' >- a:: C) f- a:: <.::> -~ ------ "" "" I . ~ ------ ~ ~ ------ "" a "" I ~ I - ~ - ~ , , , , x . . . . , , , G8Z (.071) (.098) , G8L_ (.071) , , "-.... , / (.086) , ' -- / "ROI' 5. -4" , "" ~ ". ... t(...~'/ .... , G8Z (.076) I 7'-2" MAR02 CONT. ,.~,..;.....<,.'...;.. " '.-Q:':' : ~ g'-O" SEE 2/D7 .....4...... ~ .....,...'. ....' '.\ .,,; ....-..::.'~ '.~', .,.' ~ . ~ . .. . 6' -4" 8'-8" (3) MK. G8Z 8Z086 GIRTS THIS BAY U.N.O. (2) MK. G8Z ' 8Z060 GIRTS THIS BAY U.N.O. (2) MK. G8Z 8Z086 GIRTS THIS BAY U.N.O. 24'-0" 24'-0" 23'-4" STEEL LINE 71 '-4" o (0 . ~ o w , .~ ~ - , ~ . Ii ~ "i w ~ ~ " 15 ~ .. ::!>- - l:l~""m:<t" ,><:g:r--.~ .~<Dlr--. "o...Vr-1 a ""r--. 1I--.J:z:OClf'l") I .... <:( __ro - 0 !let:::: ..,......_ 0..1--0.........0 "UlaN<D =>--.J-N U!oa::..~ ~:Z:wW --1-2 .. :J~2~~~ tl"" 0... <:> z 0" o o ..J LL u ;!; vi w Vl 0" ll. tr w >- >- ~~ 2 '" vi z.~ w 0<< 5 ~~ g ::f~ :2 ffi...:( ~ Iii ~ Z!Z 'I( .... <( w w sOu u SIDEWALL ELEVATION AT LINE A . ~ c.,'t/ STEEL LINE "-I ::::c.--. 2...'_.',.' .,-._ I . ....... ~:0' ';-'-~ ,'~ :'::-~'::.:,'::": ,~, "-:'''~''\J:: \ I 11' "I' ~,,,- ^'" . H ! -, '... - -.1....., .' - " _ , e,t.J, BE MA:.i... ,.;', P..~, :.- rO' , I'\_r~u"_ roE- I , p~- : . ( -- .' ~. f)"U':' ,.-0.-" I ," . '..ILI '" (..U .... 1) RDB__ INDICATES 5/8" DIA ROD BRACING. SEE SHEET 01 FOR DETAil. 2) RDF __ INDICATES 1 1/S" DIA ROD BRACING. SEE SHEET D1 FOR DETAil. 3) FRAMED OPENING JAMBS = 08C060, HEADER = 08C060 4) ALL WIN/LVR FRAMED OPENINGS ON THIS WALL TO BE FIELD LOCATED. FIELD CUT AND DRill GIRTS j!.,S NEEDED TO FIT. 5) .INDICATES A 3' X 3' WIN/lVP FRAMED OPENING SEE 3/07 FOR DETAil <:> ..J " 0 n:: . :J ~g JOB NVNBEA; W5S0622A SH(ET NO: E8 .,' .,',1','1, . v;!,.,+-. .~!I~.'~J. '., I lH5 51:... P{III-. Y TO lH( .II,lt_SIl[SIQ<l:D.tICI UlIJ< IIUOOl! lUlDIC S'f'$If'4. ~ 0MS<lN Of "'-'CIlII(:OIII'CaA_ JH[DIIAOIN;5 1l'[~"'IU.1JHG.....:HU<<' ll[lIRf'\rll1Ml[lIol(PIlOOUCIOfIoUCOA ll.Ilill'lG smEllS lit( Jl(v.;I[II(O PII('IJ(S5o(lOloII.(HGlIl[(II.HQS[;{Al ~Ot<lol:S{~~I';(~O 8.1IJOOII....1l,,;;S'SIEIIS00Cl00(S ...1 Sf""': 1& 011 IIfPfl($flll '.. ""'l~f' HOIfl"P or II(C'f\I>fl ......' '''''''' '.01 fI< CIlIISllU"O A:. svr. - 11'-9" 3'-0" 3' -0" / 41_0" 1/ 4'-0" 1/ 4'-0" 1/ 4'-0" 41-0" 4'-0" 4'-0" 2'-7" 3'-0" 1'-O'~ f-'-' (/)~ au -,,<l: D- (/) w 0'-4" I z -' (12) SHEETS -' 1.0C OECK, 26 GAGE w w f8\L f- (/) 0 \Q9/ - - -<D--- ~ ' L 1 \Q9AQY ~ I N ~ 1 - ~ I N I 0:~ J ~ D'~ \Q9AQY \Q1AQ9J N I 1 - - N I 0'-4" w Z ::J -' w W f- (/) -8 N 1 . - ~ -0 . 0 .;- 1 1 .0 -N N .;- -8 N 1 . ~ - -8 w Z ::J -' w W t- (/) STEEL LINE I 1'-':'3 I", ~:,...- II::'~ . w- e~ i.:,,~::: : , ".- I (" =-:. _ ':;' .. - ..- c ~_c:. ',.c.... ,':, -=-~<;IC~S ! ._R;.J.',;..dl:. TrlE . " h t)r'"D1:; I v ,-v !J - -.'- ----- - _..."-<----~. _..~ .~------=-- ~ o . , . ~ ~- , ~ ... 0: ol,~ ~!u . < o H ~ ~ ~ ~ IS ~ ~r - 0<1:1")0'>.;-- >;;:0'>0Cl ll:"=' r--0Cl .Q::~l~ ..({.;--r--, a I")r-- 1I--':Z0Cl1") 1..<(__00 - co ~ 0::: "c.o- a..tno""co ~o_<.O U! on:! ..~ "::ZwW . --1--:2" ::J~~~~~ [:1") CL c...i ~ vi w V1 <.:> '" Q. Z ll: '" w 0 I- 0 z~ ...J ~ WZ u- Z .,; vi z~ 0 ~ 00 ...J ~ Vl'" ii 0 u -0 I '" j~ ~ 0 I- ~ 5<5 ~ => I;; >z~ 0 e <( Z ~ . ~otj V1 ~ 0 JOB NUf,lBER: W5S0622A SHEO NO' E9 ">1 .. \:'.i'~,l · \LL/ " '_0."" ~ ~i "Aj~~~=:S...cOtl.~:;r~ MUCllIllUO.J)N(; 5'\'SIEoI5. ~ l)WISI)N ~ .....~DI'COIlPOll.'1Of< n.. llIl--:'SAIoO .>f[....-....9.!Il.lJI<O...-::><,...., Il[PII(S(Nl WI 11ll PIlQ{)UC1 or Nl.(',(lIl li'JJIl.Pf;I;St5!(loI'; 1>l(R(l:!S1ER\.C ~~~~~.z.c~~:r(.:.~>( 8IHlCllf1I1Jl..I>>(;S'S1[ysMCl~S ~~~ ~r':";'L:; ~ :i~~~~;"'~l "Il1IllCO.S1AU10.,SUI;'.>< ~ 1 J I I I I I I I 0- -<D--- :~ J ~~c&5 \:QY 7 04 -C-' _3 I I - -- - - -- ------- - -_-'::! , \ \ \ '~(12) SHEETS 1.0C OECK, 26 GAGE w Z ::J -' w W f- (/) (9) MK. L 18K JOISTS THIS BAY U.N.O. 23' -4" 24' -0" 24'-0" ~ STEEL LINE 71 '-4" 8 0 o 8 MEZZANINE AND DECK LAYOUT PLAN 1) SEE SHEET E 1 0 FOR COLUMN MARK NUMBERS. 2) SEE SHEET E4 FOR MAIN FRAME CROSS SECTION. 3) SEE SHEET 03 FOR MEZZANINE SPECIFICATIONS. 4) SEE SHEET 05 FOR DECK ERECTION NOTES. 5) "B" INDICATES BOLTED JOIST CONNECTION USING 1 /2" x 2" A325 BOLTS WITH WASHERS. INSTALL THESE PRIOR TO PLACING JOIST BUNDLES ON FRAMING, IN ACCORDANCE WITH OSHA RECOMMENDATIONS. 6) -<D--- INDICATES TAGGED END OF JOIST. , . w 0'-4" 0'-4" w z z ::J ::J -' @ -' w @ 'COl w w W f- , 1 f- , (/) - \ 1 (/) 0 I \,\ co "- -0 ----@-- x ---@--- ___@____G u MXB__ MXB MXB__ N I 4 J -0 N 03 1 @l N , CD I X I :::;; 0:~ . . 0 "" 1 1 CXB__ a N I I N "" I -0 . , N @icol @ 1 I 1 I N CD , ,x X N a ,:::;: :::;: , 1 0- . _________l_ _______Jd -0 - I 1 I 1 w @ co co w Z x x z -' u u ::J -' -' w w w W f- f- (/) (/) 23'-4" 24'-0" 24'-0" STEEL LINE 71'-4" STEEL LINE . 8 8 (0 8 MEZZANINE MARK NUMBER PLAN 1) MEZZANINE MATERIAL @- INDICATES A COLUMN WITH FL. 8.0 X 0.375 AND WB 9.25 x .175 (10.0 TOTAL DEPTH) @- INDICATES A BEAM WITH FL. 8.0 X 0.375 AND WB 14.75 X .225 (15.5 TOTAL DEPTH) @- INDICATES A BEAM WITH FL. 8.0 X 0.500 AND WB 15.0 X .175 (16.0 TOTAL DEPTH) 2) SEE SHEET E4 FOR MAIN FRAME CROSS SECTION .3) TAGGED END OF BEAMS TOWARQ GRID LINE "A" U.N.O. 11 'l'; "~ t.;"'- ';;.1: ,< i.',:,_ r ~_.- :', ~, _ v"_ ;' '., .' . r: ~ ~ o w , ~ ~ ~- , ~ ..; . ~ . . o ~ ~ ~ ~ ~ 2 I!i ~ L>- =~>0~"" C""O>I'-<XJ .0::01;:2 " Ci': .... I'- 1 a >01'- 1I--1:z0Cl>0 a:..<l:-~0Cl - 0 : n:::: -(.0- 0"010,,,0 --.O_c.D .~--1 '" U. 00:: ..~ "ZwW ... -1--2 .. J~~~~~ [:>0 0... C) z c:: o o -' u.. o -' .. 0 I ~ . :::> ~ ~ . JOB NUWBER: SHttT NO: . u z vi w (/) c:: ll. a: w I- Q~ ui" Zw ~ 00 G ~'~ 0: ...J;:l o -' :2 f5 <Cz i5 ~, ~ VI 0 <( Z i5 ~ 0 ~ u ~ z W5S0622A E10 " ',',I 1"~ Sl.... P[R'I-""'IS 0Ill' 0 lit( Y.I[_SD[$lGNWAHllSU Oil>' "UCOil' 1lUIl[lN& Sl'SIr.,.-.... 1I"'1S0lor t;uCOII(:OlPPDIIA'Il)t. .>IlDP....c5 lHi:llll...iI..IW..:;-...cMh<l, II(F'Il(S(II1J>#'(,IH[~COClorN.lCOfI I.'l.ll.DIN(; S<"I(y~ 10<< II[~IST(I![(. PRllIESSIOIiOL'IIOH([P.II05I:SlAl. AASOO<lH!:Sl:[lIl.&MI;(;SlSrIFl(71[ B,NUCDP8UUlf<l;C,,<;Il..,AH(1JlO(';, 'j(11 sr~" 0:; 0< P[P"[:-.I'" '''' cu:n INGlHW' ()I RICOPI' "'I' <;KIll >(11 II[ COII:.IH'..~ A~ '>lICH TYPICAL WASHER REQUIREMENTS ERECTOR NOTE (UNLtSS NorED OTHERWISE ON llRAMNGS) BOlT~,^" ~ . SlOT WASHER WASHER NUT ~SLOT BOlT~EAO SLOT WASHER NUT HOlf BOLT H,^" ~HOlf NUT~HOlE I I i SLOT TO SLOT CONNECTIONS , WASHERS ARE REQUIRED ON 80TIt SlOES OF, IlATERIAl. IF SWTS ARE USED ON BOTH I SlOES. (SEE DETAIL AT RIGHT FOR lA'PEIl I ZEt 1IDIIlERS) I ! SLOT TO HOLE CONNECTIONS ONE WASHER R[OOREO ON SLOmD SIlE ONLY. HOLE TO HOLE CONNECTIONS NO WASHERS ARE REQUIl[D WHEN SLOTS ARE NOT USEO. <; o ~ -- WASHER - PART NUMBERS H0200 - 1/2~ FlAT WAStER i H0240 - ," FlAT WASHER H0210 - 5/8" FlAT WASt'lR I H0250 - 1 1/8" rLAT WASl'lER H0220 - 3/4" RAT WASK:R I H0260 - 1 1/4" FlAT WASHER H02JO -.7 8- flAT WAHR I ... -- 5/'" 3/"" 7/'" ,- - - ROll """ ROO ROE ...- """ n,-eIO"LfS (1) H0710 <I) H0720 (1) H07JQ (t) H0740 (1) HO~ (I) H01C5Q I 1/8" I 1/4" COUPLING NUT (QUANTITY VARIES}......J g ~ 1=1BOLT/NUT ASSENBLY REQUIRED AT lAPPED ZEE l.4EM8ERS. (NO WASHERS REQUIRED) i I I I i~ SECTiON "4" . ,i" '~ (Ar:;a~~) ! f"T~UT1 ~ NUW~RS (CLEVIS TO CLEVIS) :;: o ~ >/8" 3/"" '/8" ,- I 1/11" I 1/"" ROO """ ROO ROE ...- ROO ~,jo fit'< I ~ ~~/: ~J~ r,.,/ I I lAPPEn ZEE I .rsr I MEMBERS. PURlIN$ OR GIRTS - - I i fLAPPED/NESTED REGION f I , I I I , I L .. l INO WASHERS REQUIRED AT BOl15 USED INI I THE tAPPED REGIONS OF ZEE "EMBERS. [ N SECTION ~. ~ !i ~ (1) H0710 (I) H0720 (I) H07JO (1) H0740 (1) H07~ (1) H0160 co:t~NG (A~\ I'AT~HUT) (1) HQa10 (ll8CS02 (1) 9CS01 (1) HOe2O (1) BCSOJ (1) 9Csoe (1) HOllO (I) BC$04 (I) BCSOt (') H0840 (1) ecsos (1) BC$10 (1) ~ (I) BCl01 (1) IJClOJ (1) HCIlNIO (1) BCI..D2 (1) 8CUM BRACE CLEVIS BOLl AND NUT PART NUt.tBERS IQ) IOLT IlWi<<JER A.UO Am 0ItMmR ANI) lENGIM _'IS trI.ITS S/8" - 1- 1". J 1/4" (2) H0640 (2) HOJ.Xl I 1/8" 1 1/.- . J 1/2- (2) H06eO (2) HOJ40 1 1/." I 1/4- . J 1/2- (2) HOMO (2) HOJ4O ~ '- BRACE ClEVIS ~~'2" TURNBUO<LE r BRACE CLEVIS BRACE CLEVIS T-CUP AT ROD ASSE...EIL y CONCRETE MK. RD__ - UI< BCC__ COUPliNG NUT ~ (OUANTIlY VARIES)- FINI~Hm FI nn~~ WEB or COLUUN OR RAfTER o o o \i SEE PlANS AND ELEVA1IQNS 1 FOR BRACING MARK NUMBERS 1 ROD BRACE DETAIL (CLEVIS TO FLOOR) ,:.,.:,:,.,:_.,'~:~: _~.' ~w-.~ TYPICAL FIELD WELD REQUIREMENTS ERECTOR NOTE: (UNLESS NOlED OTHERWISE ON DRAWINGS) ALL FIELD WELDING MUST BE PERFORMED BY AWS QUAUFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPUCABLE AWS SPECIFICATIONS, WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI STEEL AND LOW HYDROGEN CONTENT. ,..<" t A~ t ~ HILLSIDE FUT A307/AJ2$ COUPLINC 0 ROO NARK - , - ~ DIAMETER HUYSER WASHERS WASHERS NUTS NUTS ~- , ~ 5/8- . RDB (2) H0930 (2) H0210 (2) ...0310 H0810 3/.- . ROC (2) H0930 (2) H0220 (2) H0320 H0820 " 0: 7/8- . ROO (2) H0930 (2) H0230 (2) H04JO HOBJO ~~ ,- . ROE (2) 1-10960 (2) H0240 (2) H03JO H08<tO 1 1/8- . ROF (2) H0960 (2) H0250 (2) HO<tSO HOB50 . % 1 1/.- . ROO (2) H0960 (2) H0260 (2) H0340 H0800 0 !~ <1& 15EE PlANS AND ELEVATIONS "\ ~ FOR BRACING MARK NUtolBERS . r-~OD ASSE"BLY tolK RD___ WEB OF COlUMN OR ~ HILLSIDE WASHER, RAfTER FLAT WASHER, AND NUT -:l COUPlINC NUT (OUANTlTY VARIES)- ~ o <; o ~ ROD BRACE DETAIL (WEB TO WEB) w ~ fg ~ ~ IE D U J z: .. ::i>- ~ O~~~;;; .::::s::::r-r-,......, .0:::<01.--.. ..-<.....--..1 .Q... ""'.--.. lI-'zOO"", ..<(__co - 0 ~a::...l..O- ..tnONg =:Jg--N !!OO:::..~ ~:Zl..LJW ... -1--2 .. ~~~~3 II"'" Q... .. """"""" NUT> (1) HOllO (I) BCS02 (1) 8CS07 (1) 1-10820 (1) BCSOJ (1) BCS08 (1) H08JO (I) BCS04 (1) BCSOt (1) H0840 (I) BCSOS (1) BCSIO (1) HOll5O (1) BCLOI (1) I!ICL.OJ (I) HOa&O (1) IJCI.02 (1) BCl.04 BRACE CLEVtS BOll AND NUl PART NUMBERS RIllO IOlT ......:rER AS26 ARe DlMlIEIEJI ... LDIlmt IOl.TS -.rrs tA S/S" - 1- ,-. J 1/4" (2) HO&IO (2) HOJ.lO I q:~ I 1/8- I 1/." . J In" (2) HOeeO (2l HOJ40 t-- 1 1/." "/4-. J 1/2- (2) H0880 (2) HOJ4O SEE PlANS AND ELEVA1IQNS FOR BRACING w.RK NUWBERS LBAACE ~ CLEVIS 1 ~~ 12- TURNBUCKLE WEB or r-- BRACE CLEVIS COLUMN / OR RAFTER WEB OF COlUMN OR RAFTER 7 ROD ASSEWBLY / "K. 00___ - ;;:-..... I ~ ROD BRACE DETAIL \ \PURllN H0603 BOLT H0300 NUT \ I H02QO WASHERS "-- fLANCE BRACE WK. FB__ HlAHllE:~OPPOSrTESlm: REQUlRE:DWlt:RE"'lllCATm ~~;~~>e::TE' "j 1/2 I 2- .02$ BOLTS ARE ,,/ // ~",Q'D "'" ....,,'C '''''''' SO'C<< If "'...-fLANGE BRACE HOCIOJ 8Ol.Tf'/ WAAk Fa HOJOO NUT H0200 WASHERS I t _~J:iW Ii L_WAU..CIRI ~ 2'.4 112" o 8 TYP FLANGE BRACE @ BU COL & GIRT ~ NOTE: SEE PI.JrHS N() [L[VATIOftS rCR rv.NCE BRACe PfRT WARKS ;';',-.1' '.-. ,. __ r. r; (,,~,:: ~ .:.:. v J...: c..i ;!;' vi w (/) <:> 52 Q. Z a:: 52 w 0 I- 0 z~ ..J ~ w2 LL 2 vi" vi" Z~ 0 ~ OQ ..J x Vl~ I 0 u -0 1< ..J~ I 0 ..J I- ~ <~ ~ ~ ~ z:e 0 ~ <2 Vl ~ ot! ~ . JOB HUWBER: W5S0622A $HID NO' D1 ,-,," . . \0-J ,4/ d'd~V/ I\\l~~~' \... RAFTER , ~, ~Clt- .~ ~3 BOLT ~NUT ~200 WASHERS ~Fl.ANCE BRACE OPPOSITE SlOE REQUIRED WHERE INDICATED ON ERECTION OWGS. AS '"NS &: rs" NOTE: 1/2 x 2- .t.J25 BOLTS ARE REQUIRED FOR BOWNG FLANGE BRACES, lHSSVlF'(llloM:.ONI.\lOlH( ulr......5Il1:$Il;I<(p....o_I[O,.. ~UCOOi' IULlIN(; 5'lYrIo6, A DMSIOt< Of """DRCOIIf'(II.ltllN1H(~", loll: wE'... IkIlDNC....c:>l'''C. I>!:PRI5[IIlAl'[lH[PIIODUClOfOlUCllll _llOOI(';S'tS![MS loll:RECl'iT(liU PIIl)I'ISSiONoI<fNGlNi:fli_..o&(SE.. ....1.u>';OIIll(st(lllll...,c;ilS~O<t Ilr NUf.llll IJJlOf,l[; S-'SlEIlS ONO OC~S Hl11 tlll.,- ~(loO IlrPllfSfNII><! iosmH'fl#>Il[(l.'(lfliEWP;,.II[.......1 I - '"' '>11 8! C'-!H~11!U(P A, sur.' TYPICAL FlANGE BRACE AT PURUN & RAFTER SEE PlANS AND ELEVATIONS FOR FLANGE BRACE PART UARK$ ~ Of 4" """" ,.L .i . - , 1/2". l{2.lIO..15 . - .." . ~/B. OR J/4" BOllS '" """" .i<L .i . - I 1/.... 1/2"lIOlTS ".- .... 1./S' OR J/4" 8OI..TS - 11 1 ~ 0. . - I In". In"8Ot.TS '!; . - 2" . ~/S" OR J/4" BOLTS ~ ~OA ~r---, [NOWALl lWT[R\ I \ ( , " ", "1 fWT[R . "~ ---J -L, ~ o " , ~ ~ , ~ I I L ~ ~ If " srcnON A /DlOWAU.IW'T(R " ~ If ~ v SECTION A I .L ... - 1 1/2" 01/2" 8OI.TS ... - 2" . 518' OR 3/4' BOlTS .'~ (EHO\IW.tlWltR A <: ~ rli , ' r' I III ~ W 0: ~ <l " U> ! H " ~ ~ " 15 ~ . I D U J z: ~>- - ~<I:I")CTi..... :S:CTiCX)CX) "'::::':::r---.r-t.r') .0::.01" .ct.<<;;;t-r-I ..a. -,:z:::ri r:; <( ___co - 0 :0:::: -(D- .. f-VJ 0", 0 O~.o .::::>-, '" II; ~esw-- "'-.--2 ." ~2~~~ 1:11") a... . -!'- o OJ o o ~ :!l r t/OlWoU. JW1[R // II "L l' ! ! I . I' l I "('J'I""" I 432!olKl..rsttOlOJ A ''-'- "'-'- J lOUTS""'" ~ EW COl TO RAFTER CONN f2\ IlUEIlEHa: (R[CfOA NOT[ FOR 'fl1IICAI. llWlH[A llEOJIREuons \..e3J SECTION A 4 '\ " ('] ",",.," AJ25 80lTS H0603 NJTS HOJOO ('J '/2" , n" V : \ 4~1---.I A325 BOlTS H0&03 . L tPOW"l.1. "'"' >WOO I ~ ~"". J I.'" 1 ~ EW COLUMN TO RAFTER CONN f4\ <( ROOf SlOPE EOI..W. TO OR LESS THMI 1:12. ~\!y2 I----:,USE (2) 1/2'" x 2" ~ BOlTS M06OJ/NUTs HOJOO AT C1RT TO RAfTER CCNI L /I REfER[H(:[ ERECTOR HOlt FOR ~ WASHER REOUR6IENts . SECTION A rENOWAlL RAFTER ----; I- rENOWAll RAfTER - - - - 1-\ \ (8) 5/B" . x 2 1/". AJ25 80lTS MK H061 a NUTS UK> HOJ10 u ~ vi w Vl '-' "' a. z lr "' w 0 f- 0 z~ ...J ~ WZ "- Z ,,; ,,; z~ 0 ~ OQ ...J x Vl~ ~ 0 u -0 '" ...J:> i :r 0 ...J f- " <~ u ::> ~ z::' ~ 0 ~ <z Vl < ot! ~ . JOB NWlBER: W5S0622A 5HttT .., 02 , ,> .' \"~,,r:;'l:"~ . iP; 'f,' I ~ ''''"''r.> ,,"'.;. \~m\\\~ 'HS!>f..fI["'....s~\.1(ll..: OWrRlAlsllEso.ro...csuPPuw/J'< ==:(~~=: l..:o,c'''l.EIJUINGIIHIC'''''' I'fPllI5l:"''PflI<CPlI(IIlUC1ll'~ lIuILDiO<l; ~!iI{lIS '.. ~[CIS'[II[(.o PIOr(SS!ONotfN(;Nl:[I!'ll()'"..I5f"l. Will!'.; co; '..sr QIlaw/(;~ r:. fllPlO>t H'HUCOII~S'~lfSIHJDOCS 1(}1 SlIM I.:; 011 ~(PRrsrlfl IIff "I/(U"f"1 (~Go<(r" (if ~(COPIJ ....' S>iolc tCjl BI: rooSlIi\J[[J AS :;oc~ o N o o ~ tI1 1'1' L~~~~-j i k:j-L- EW COl TO RAFTER CONN r5\ RUtltDC[ [R[CTOll NOTE FOft T'YP1CAl. _A91ER ll[OUIRI:M[NTS __ \..e3J ""(4) 1/2". x 2" AJ2!l8OtTSHO&QJ NJlSHOJOO {or 4" ".' ~1- -'-.ri't' r;;~ ,.L ... - 1 1/2" 0 1/2- BOlTS ... - 2- . 5/S- OR J/4- BOtTS SECTION A ~ ffi r ENOWAU. IWTER <';> > 4 '1"\ I ''''' (4) 1/2. , X 2" I ,t,J;Z~ 10US HOmJ I NVTS HOJOO I D<<:lWAU.. COlUMN J >l) co o o ~ EW COl TO RAFTER CONN (CONTINUOUS RAfTER Wl7I1OUT $nrf'(NEft) L6\ \!y fNDwAU.COI..UWNJ o co o o ~ EW COl TO RAFTER CONN (CONTINuOus IWTEA) @ . - I 1/;Z' 0 1!2"IlOtTS 'I " - 2. . ~!e. Off J/4" BOtTS --, r OR 10' """" "7'\ 1 t: lV" 4" ""'" . ;r;1, ..J s III ~ ffl I/u 4, (4) 1/2" , x 2' II \ ,I~ AJ25 BOlTS H060J '--- ENDwAu. 'VIS >WOO I ~ ~ o j ,'.,' 1 8 EW COLUMN TO RAFTER CONN f7\ <( ROOf'~ ~ ~ TO Oft LESS THA.N 1:12 ..\J?V ----.USE (2) 1/2"' X 2" AJ~ BOlTS Hll6OJ/fl./TS HQJOO AT GIRT TO IW1ER CONN , II REFERENCE ERECTOfl: HOlt FOR 'Jl'Pk;AL WASHER REOl.JfiEYENTS -L, . SECTION A o ~ INTERMEDIATE ENDWALl RAFTER CONNFCTlON @ WITHOUT COLUMN D 2 1'" r':,' "0.'''''",< :.-. ,,~,'.I,:--:, ~ .;.r"'::.~ - r1r \ ,.,. -- (,1,"-;" - .,',;>- MP IA~INE SYSTEM SPECIFICATIONS DESICN lOloDS 150 psi li.... load 50 psI Dead load 5 psf Collateral Load H Roq., CoIIatotoI ...... Ie _ To: y Top Chord 0' Joists N Bottom Chord of Joisb CORD N ... ~ Slob or P ood Thickness FlOOR "'lEAW. N Lightweight Concr.t. V Standard Weiqht Concrete N _~y.Q()(j N Other: OTHER LOADS SUPPORTED BY NBS STEEL OR ADDITIONAl NOTES MAlERIAlS PROVIOEO BY' HBS N Load rOvisiOlls Only y Auxiliary Support Columns Y SuPPOft Beams a: Flange Braces Y Joists and Bridging y Edoe Angle and Pour Stops JOIST ArrACHMENT WETHOO Y Welded N Bolted DECK IhFORWATION Y Decking I.OC Deck Tvoe DECK F1NISH N Prime Pointed Color CREY Y GGO Golllonized DECK ATTACHMENT WETHOO y I Welded N I Self-D':ill~,;g Screws MEZZANINE F'R.WED OPENINGS A B C o ~ - "-0 12'-2- i:r-~,. 7'-7. 0'-1- 21'-7" DNENSIOfW. SPECFlCATIONS 0ESCIIlPII0N FINISH flOOR TO TOP or ~E ~.. CI.EAIWOCE UNOfR oIOIST. _ _. . iltoIIo.l.. ClfARAHC[ UNDER SUPPORT BEAIIS .......... CI.EAIWOCE UNDER _E EDCE or SlAB/DECK _ FROII SJEa U>E ClENlNlCE lNlfR KNEE '-- o \ ... "'/""'/ ~ o 8 ~ r 1 R I I - ~ INTERIOR MEZZANINE flOOR Wlu.. TERU~TE AT EDGE Of BEAU OR COLUMN FLANGE UNlESS NOTED OTHERWISE. ;,// ~JOIST-''', / .", 1'.- lL.- "- '" . fi\ ~ llQIL 3/4- WASl-f:RS REOlJIRED OVER All SlOTS. A . .. .. .. .. ... -tin o o Q. <( h o N o Q. <( :J1 A ..ST\ A--= 1"- " J'[ r';l , .. 1<;> ~ J 3/.':.... L . <=o,J \ CUP "" WbtOJ (NS. FS) w/ (6) v.- . 2 3/." AJ2!l NOTf' 3/"- WASHERS REQUIRED OVER All SlOTS. , i~ .. .. .. .. kid v ~ -A. DETAIL f3\ ~ llQIL 3/4- WA9-iERS REQUIRED OVER AlL SlOTS. A ~ ~ ~ 0 0 - , , - ~ :!1 ~ - , , ~ ~ ..; .: m ~ ~ . . u It- ~ ~~ ~ 2' '2" /COLUMN BEAM ~ r-{~-! FJ ~ i ~ J/<" Jh L ~ I 'l '" j Lcup UK. MlHOJ (NS & FS) WITH (6) 3/.- . 2 3!-4- 1.325 BOlTS AND NUTS DETAIL "A" 3/"- WASHERS ARE REQUIRED OVER AU. SLOTS ~ ~ - ~ ~ ~ z 0 u ~ :< ~ ~ ~ 5 i:l ~ 2 .. >- I:l - Cl ~,.,-,O>... Ie ::s::::O'>~CO . O::~I~ .. <("'''1 0... ,.,-,,, I ~ -':z:0Cl,.,-, <(_..--00 ~ - 0 Ct:::' "<..D- D .. tno",o :=JO_tO . -' '" U Oa::::..- It :z:W~ _. .. -I- J . <(o~ .. Lf"l;s::r:u..: .. g 0.. z: ill . <..i ;j; vi w '" t.> C2 n. z a:: C2 w 0 >- 0 {5~ --' ~ lL .,; .; Z~ 0 ~ OQ --' r "'''' 0 u -0 ~ '" --'~ ~ I 0 --' >- '" <('" 8 ::> - z~ 0 '" <( z i '" < oti ~ . JOe NUlolBER: W5S0622A SHErT NO' 03 ~ . i' . , , , . \~y--v4.. '--;., ,.rJ:~ nV . ~\i 1-..E. , I <( -'- I~m ~~". nMll J"W.. ... ~>~uw~_ t 8 ", THO ""''''''''J J/'':iT "- I Tn>.'-U '\. _ EI[Mj v VlE:. -A- r . 1 "'-- EREcrO\l SOL T PRO.UO TO AU.QW A II IJ()EPENDEHT SETTING OF BEMIS. NO FlOOR v- ~8OI.~~N~~01~~ BEAM CONNECTION DETAIL f6\ ~ ,> L +If ~"L ." ^ I _-..l .. .. .. .. .. .. 2l:1 "... ~I- &<AWA.. ....EW -A" "-- ERECT1ClH BOlT PAO\o1DEO TO ALlOw INXPEN()(NJ SETTING Of" ElEAwS. NO Il.OOA y ~~AAC~N~ :=~Tll BEAM CONNECTION DETAIL f7\ \EV BEAM CONNECTION Mtzz. 8EAM 10 Il.Na Of fUU. ttfJGHT CQ.t.IIIN. CUP WK' "l~ eNS.~) WITH (9) 3/.- II '2 3/.. AJ2S A \~ CUP WKI WlHO-4 eNS. fS) WITH (.) 3/'" . 2 3/4- AJ25 / ~ ~ b BEAM CONNECTION DETAIL f4\ llJ$~-"P[II'IOIIlSO.U101~ ....'r_sOl:!oICtalotlClSUPP\l[o.. ...tQIt_~S'rSI(16.AlJM!olOHor ....cORCCIWtJ!.,1()t;1..~5.... 1,,1oI(T,,-~lMC><UI[, llrPllES!:N1AAtT><(PIIOOuC'lOftl.x:{lR IlAPI," SfS'1EII, 11l[ II[CI51Ul(~ nPIIl,)H5.SoOtOlt II<Gllii(R...c:5{ Sl.. ""'l.l.ltSCIol>f:S(~s>'i[1#'\D't[ U. NUCCl'lIull!llo(; S'SlEIIS 'loll DOlS _~TS(I'o'[ASORlI(PlIES(N'11H[ ""UJIC!EtOIoo((ROFR{C\JIl!I.tH;ISH.ou tCI ~, CllOfSltlUfD A<; SOCM I I 1 3/.- I .... -.II lXX.,," (4) 3/.- II '2 3/'- AJ25 BOLTS o " o o Q. <( BEAM CONNECTION DETAIL WEll. 8EMt TO ...TERlC)A -r SHAPE QX.UWN CUP WK., WlHlM eNS l1li: rs) WITH (7) 3/." X '2 3/4. AJ2~ \ ,. !~ mo..!.,": CUP WK' IIZHOl (NS. rs) 'MTtt (3) 31.- x '2 3/'- AJ2S / A--= <>-r / coe"", o N o a. " :J1 NEll. BEAM TO WE8 r:F f\Jll HEICHT COLUWN. J"y.. ... > "1"""'''''''''' ~ J 31.- ,..,. , """",, IIEll. flfAw TO WEe or fULL HfJQfJ COli...... MEZZANINE BEAU TO Fl.N\lGE or TAPERED FULL HEIGHT COlUUN \EV CUP WK' MlHCIJ NOTf' (illS 6: fS) MTH lXX",,"~ (8) 1/4. II '2 3/'- ...325 J/.- WASHERS '., . REOl<<I) ~R T .v2_ / ALL SLOTS. ~ A J"e v ... .. .. ~ ~.' .. .. Ju:l J 3/.- A - .... "". '," r . 'V o .., CONNECTION DETAIL f8\ \.!2V BEAM o a. <( ^ wEll. BfAY TO WEB Of f\lU. HfICHT COl.J..IWt. '. T.-''', :>J" e: 1vI!,;>: :- . ; '-~ "-~"";'r;'r {, tjr:::: -""..... KtCUMMlNUA IIUN:; FOR HANDLING AND ERECTING NBS STEll JOISTS 1) CHECK QUANTITIES, w.RI< NULlBER, AND CONDITION Of JOIST AND ACCESSORIfS ON ARRIVAl... HOlt ON 114" OflM"RY TICI(~ ANY' ~ORTAGF<; OR OI!;CRFPANClFC;; NUCOR BUILDING SYSTEMS WILL NOT BE LIABLE FOR ANY SHORTAGES OR DAt.W;[ NOT NOTED. 2) WHEN UNlOADlHG BY CRANE, ALWAYS HOOK CHAINS OR SUNGS TO TOP OR 9OTIOU CHORDS AT PANEl POINTS. PREFERABLY AT 1/3 POINTS. NE\'tR HOOK TO WEB MEMBERS OR JERK WHILE LIFTING. WHEN UNLOADING By HAND. USE EXTRENE CloRE WHEN BREAKING BUNDlES AND UNLOAD EACH JOIST SEPARATElY. J) STORE JOIST IN BUNDlES IN A VERTICAl POSITION ON WOOD BLOCKING Pl..ACEO AT PANEL POINTS. LIGHTER JOISTS SHOULD BE STACKED ON HEAVIER JOISTS IF l.lORE THAN ONE LAYER IS REQUIRED. STORE JOIST ON SlOES IF' HEIGHT Of BUNDLE IS GREATER THAN TWICE ITS WIDTH. JOIST FROM BROKEN BUNDLES SHOULD BE lAlD FLAT ON BLOCKING TO PREVENT SACClNC OF JOIST. COVER JOIST TO PROTECT PRIME COAT If THEY ARE NOT ERECTED IUlol(OlATEl Y .) ERECTION MUST BE DONE WITH PLANS NOTED "mR r.nNC:;TRllC:TION~. REfERENCE ERECTION DRAWINGS fOR ORIENTATION Of' T...e:e:m I="NOC:; Of JOISTS. ~) NUCOR BUIWNG SYSTEMS t.lUST BE NOTIfIED ...T ONCE If JOISTS AHD/OR ACCESSORIES CANNOT BE ERECTED ACCORDING TO THE fiNAL CONSTRUCTION PlANS. NlIC':OR Rtlll OINe: <;;~Tn.~ WIll NnT AI=" R!"<;p(')fIlc;.A1 F FOR AN'( rtFI n Il'rp...JlX: nil' CHANe:Fc;. U"'IV' WITHOUT PRIOR r.OIII<;;FNT 6) 00 NOT COUPLrTny WELD JOIST TO e~lNC SUPPORT UNTIl PROPERLY AllCNm. AS SOON AS THE JOIST IS IN POSITION, ONE END Of" THE JOIST StW.l. BE ATTACHED TO ITS SUPPORT IN ACCOROofoNCE WITH THE NOTES BELOW BEfORE ALLOWING THE WEIGHT OF AN ERECTOR ON THE JOIST. AlIGN THE JOISTS WHILE INSTALLING THE BRIDGING. 00 NOT ...TTEMPT TO ALIGN OR STRAIGHTEN JOIST IN GROUPS AfTER INSTAUATION AND PERMANENT AnACHUENl ro THE BEAAlNG SUPPORTS HAS BEEN lU.D[' 60) JOISTS - ENDS Of JOISTS RESTING ON STEEL SUPPORTS SHALL BE CONNECTED THERETO WITH'" UINIUUU Of THE EOUIVALENT OF: SHORTSPAN _ TWO I/S~ FILLET WELDS, 1- LONG OR WITH 2 1/2- DIA. BOllS; LONGSPAN - TWO 1/I,R filLET WELDS, 2- lONG OR WITH TWO 3/1,- DIA. A325 BOlTS. WHEN BOLTED CONNECTIONS ARE USED. BOlTS UUST BE "sNUG TIGHTENED- PER THE LATEST AlSC SPECIf'ICAlON. THf NlICnR RlIn niNe: ~C:TFUC; r:ONc:TRlIr.TION ORAWINCC; SHOUt D BE RE\IIEWED TO DETERMINE WHrTHER AOOInONAl WF! DING IS REOUIRED DUE TO SPECIAl CONDITIONS '. 6b) BOTH ENDS Of AU. STEEL JOISTS OR COLO-fORUED JOISTS SHALL BE fUlL-Y BOLTED AND/OR WELDED TO THE SUPPORT STRUCTURE BEfORE: 0) RELEASING THE HOISTING CABlES; b) ALLOWING AN EMPLOYEE ON THE JOISTS; OR c) ALLOWING Am CONSTRUCTION lOADS ON THE JOISTS. 7) THE F'RfCTnN ~TARlllTV ANn HANDlING RfOIlIRf'UrNTS FOR K-SERIES AHD LH-SERlES STEEL JOISTS HAVE BEEN REVlS€D EFfECTIVE NOVEI.lBER 1, 1994. All ElROGING BOlTS ARE TO BE INSTALlED '"SNUG TIGHTENED- PER THE LATEST AlSC SPECIFICATION, 8) NUCOR BUIllltNG SysTEMS JOISTS ARE fABRICATED TO MEET THE ERECTION REQUIREMENTS or THE nr.:ClJPATlONAl SAITTY ANO HI='Al TM M':T fO!\HA.\ fiElD COMPl..JAHCE WITH TtIS ACT IS NECESSARY. PER OSHA REQUIREMENTS, AU. JOISTS WITH ... SPAN or I,()' -o~ OR LONGER, AS WCLL AS THE JOISTS LISTED IN THE CHART BELOW, ARE TO HAVE A ROW Of BOlTED ()lAG()NAL BRlDeING INSTALlED PRIOR TO SlACKENING THE HOISTING CABLES. ALl ElAIOGlNG BOLTS ARE TO BE IiSTALlED "SNUG TIGHTENED- PER THE LATEST AISC SPECIFICATION. 9) AlL HORIZONT,tl BRIDGING IS SHlPP(D IN 20'-O~ LENGTHS. All HORIZONTAl BRIDGING SHALl HAVE A STANbARQ 15- l..AP. AlL DROPS UUST BE USED. BRIOGlNC Stw.L BE CONNECTED TO THE JOIST CHORDS WITH It UININUM Of: SHORTSPAN - l/S- fiLLET WElD. 1/2- LONG OR EQUIVAlENT: LCNGSPAN - 1/8~ F1U.fl WELD. I- lONG OR EQUIVAlENT. 10) 00 NOT CUT "'W"'Y IiHY 1".HnA1'K OR WfRc:; 11) JOIST CHORDS ARf NOT OF'SIGNrf) FOR C{>>.ICfNTRATED LOADS fITHf'R PI ACf LOADS AT PAN.1 POINT!; OR nrt I) WF'I n AN fXTRA UFURfR fRO... POINT OF' I nt.n TO NFARFc;T PANFl POINT ON OPPOc;rrF r.HnRn AT NO FXPFNO:;F TtI Nll~nR Rtlll DIN(: c:vc:tFUC; !iFF C:PFr:IF'lr: nn"'ll C; tiN THF<;;F nRAWI~ 12)CONTRACTOR SHAll PROVInr uFANS; fOR Anf01IATE' nl~TR1RlJTlON or CCt.lCfNTRATm lOAM !;o THAT THI=' l"..ARR'I1Nr. CAPACITY or ANY JOIST l!\ NOT Fxr:FFlV'n oa NOT APPlY IIN'i 1t'W'K: TO JOI~ UNTil All BRIDGING I!; CrwPIF'TF'IY IN<;;TAlIF'n ANn .JOl<;.TS ARE PFRUANrNTlY F"'C:TrNro INTO PLACE" 13) ...ETAl DECK OR CENTERING MUST BE ATTACHED TO THE TOP CHORD Of THE JOIST ,U MAXIMUM Of 315- TO PROV1OE THE REQUIRED PERMANENT LATERAl. BRACING. FOlLOW THE MANUfACTURERS R(COWMENOo\TlONS rOR INSTAllATION Of DECK OR CENTERING. SEE THE DECK ATTACHMENT [)[TAIL. 14) R[LD WFIOINC SHAll NOT ru.u.tor.:r JOISTS 15) ERECT BOTTOu CHORD BEARING JOIST WITH C"-WRfCA IlPWARD 16)ONlY MATCHED HALVES OF BOlTED FIELD SPLICED JOISTS ARE TO BE BOLTED TOGETHER. REFERENCE INSTRUCTIONS PROVIDED ON NUCOR BUIlDING SYSTEMS CONSTRUCTION DRAWINGS. 17).tQ...f:WW ARE PRO\I1OEO IN THE JOISTS fOR THE ATTACHMENT Of OTHER TRADES ANa ARE DESIGNED AS SUCH. 18) IT 15 RECOUMENOED THAT em BUNDlES BE PlACED DIRECTlY ABOVE THE RIGID fRAMES AS STATED IN THE NBS CfR ERECTION Ir.CANUAl. -THESE ARE CENERAl NOTES ONLY, If A DISCREPANCY EXISTS BETWEEN THE FINAL PlANS FOR AElD USE AND THESE NOTES, THEN THE mw. PlANS TAKE PRECEDENCE. C;HORT C;PAN (1(_...,;_ ;0;.1." ~ mud be j"lto~) lONe: C;PAN flH ."",io.;o ;6i.t.'. ~rnu5tbeinltalled) ~ UNDER NO CIRCUMSTANCES ARE ()[CK BUNDLES OR CONSTRUCTION LOADS Of ANY DESCRIPTION TO BE PlACED ON UNBRIDGED JOISTS. 18LH tnru 21,LH J3 feet 28lH and up 1,0 f..t 8k th,u 12k 14k lhrlol 1610. t&l Inru 20k 2211 tnru 24k 2... 28lo. ond up 23 teet 27 t..t 31 feel 31, f..1 38 f..1 1,0 feel POUR STOP ",. W/l- filLET WELD AT EACH JOIST ~ IIJOSf [:...,,;. 18.1 ,-.IOtST lIl[1lAN1N( BfN.t "' N N o ~ JOIST CONNECTION DETAIL WELDED JOIST CQNN(C'nC>>l TO 8tM.t F'lAHCE RUEAENCf ERECTOR NOTE FOR T'tPICAL Wo\SHER REQUlRfw[NTS o '" N o CL .. A z o ~ ~ ~ ~ A I/!" 1- I/S- t" t SECTION-A- POUR SToP _. W/l- flt.UT WELD .tot EACH JOIST 1/1,- liEN. "' JOSf ~. (<2) 1/2- II 2- AJ25 BOlTS WITH WASHERS rJ<>ST / "' o w , ~ 7 ~ ... " ~, . z U ~ ~ w ~ ~ 2 15 ~ IE o U J [ .. ~>- ~ ..<c",,,,V "'3:",COCO .:><:1'--1'--", .er::<D I I'-- ..ctVI'--I a "'I'-- "__ZCOt"") ..<(__00 - 0 ~ 0::: "c.o- .tr;ONZE ::>g-N !Oa::.,- 'Zww ... -t-Z ., ~:g~~g :I'" 0- . EllCEE< POUR SToP JOtST z o ~ . ~ ij ~ ~ SECTION ..... JOIST CONNECTION TO COlUlofN WEB JOIST CONNECTION DETAIL , " I ._J<>ST . ,...._;.-~I\!~-d ~ ~ ~ ~ . ~ u ;:; z . ~ ~ ij vi w lJ) 0:: a. a:: w >- z~ WZ .,; Zw t1 00 ::I: Vlii2 u ~o ~ ....1::'1 ::l! .. <( ct: I- ~ Z ~ III e <( ~ ~ s'" u u '" z 0:: o o -' u. '" -' ~ ~ u :;j H~ . ~ z ~COLUI.tN " o . ~ .lOll NlJt,t8fR: W5S0622A SMEET NO: D4 " !"'I -..,. . .. "1). . ~~'~:l. .. t I" ~" .' }";'~._.'---.:. o <<> N o CL .. JOIST CONNECTION DETAIL JOIST CXHtECTlOH TO COlUMN FlANCi( lor.;5lI<l.~MlSONIlQ'''': 1LQ[....SIl(SOlI;II,tO()511PPllCO... _a.DOoI;;5'oSIOl5..0M500or -~'I(lNfW[DII.ORol(;5"" lH1: Kl.... a.DIlt::":;"'H[. PrIlll€5[.lIo011(lH(PfI(I[IOC1OfH.!COll lIJlU)ej&S'tS1(1I5 lH(1I(\:l'i![RUl NO'~[H!;II<[rRIIW05[s(.ool .IlSOt'IN[SJ:DR-.csIS[.....OVI: r'HUtllll"t1lI<CSlS1I:lI$.wJoa:s or:l1S1:INlO:;QllJl[...[S[Hl'1l[ ~1;1(....IOt(fR('\rll(t(IlItI..u...... ~'.~~lRUCO'~SUf;, EOOE OF POUR STOP t.l(lZANNE: BfN.t " . N o . . JOIST CONNECTION DETAIL BOt. TED JOIST CONNECT1ClI\l TO 8E..I.IIl FLANCE REFERENCE ERECTOR NOTE FOR TYP\C.I.L WASHER RECllJA[W(HTS ToJ'';, I. ' :-"'\i-iO,,'.i-',:;,' r .=-=. 2 ~~j~ '-'- ---.- RECOMMENDATIONS FOR HANDLING AND ERECTION NBS STEEL DECK* ". g o o ~ . 'DC[ '" POOR STOP BUn.DONG UN' o .. .., o a. '" ,.,,~...~-- 1) CHECK QUANTITIES. CONDITION or DECK, AND ACCESSORIES ON ARRIVAL HOff' f"lN THF" orl M'RY TlCI<FTI: ~y SHORTAt:r<: OR nISCRfPANr.lr<;. NUCOR BUILDING SYSTO,IS WILL NOT BE LIABL[ FOR Nff SHORTAGES OR DAMAGE NOT NOTED. 2) WHEN UNLOAO!NG NUCOR Rim nlNG SYSTru~ STr!'"1 nrC:K, USE CAR[ 10 AYOIO ANY 0At,t.t,(;[ TO THE W.TERlAL. NUCOR BUILDING SYSTEMS IS NOT RESPONSIBLE fOR ~ INCURRED WHILE UNLOADING. 3) NIK'".oR RIlII nINC c:;vo:.:YF"U<; "TF!'"I ()rCK SHOULD BE STORED OfF THE GROUND WITH ONE END ElEV....TED TO PRCMDE ORAlNAGE. A WATERPROOf COVER SHOULD BE PRO\IIOED WITH PROPER VENTILATION TO ....VOIO CONDENSATION. 4) DECK BUNDLES NORI.W.1Y WEIGH 4000 POUNDS. CARE MUST BE TAKEN TO AVOID OVERLCW)ING or STRUCTURAL EL!l.lENTS WHEN PL.N:ING BUNDlES ON THE ROOf OR rLOOR. 5) 00 NOT USE NIK'.oR BUilDING SYSTrws STfn OECK AS .. WORKING PlATFORU UNTil THE DECK IS WELDED IN PlACE. LOOSE DECK SHEETS SHALL 8[ SECURED TO PREVENT THE WIND FROM DISPlACING THE SHEETS ANO CAUSING INJURY TO PERSONS OR PROPERlY. 6) NIJI".oR RllllnlNt': c;y<;rruc; C;TF'"F'"I nrr.K SHAlL BE ERECTED WITH A l.tINUMUM BEARING OF , '/2~ UNLESS OTHERWISE SHOWN. 7) CUTTING AND FlWIIHC Of' OPENNGS NOT SHOWN ON NUCOR 8111 nINe: SYSTEloIS CONSTRUCTION DRAWINGS SHAlL BE THE RESPOHS/BUTY OF THE TRADES INVOLVED. 8) SKEW curs SHAll BE THE RESPONSIBILITY or THE OECK ERECTOR. i) AU. CONSTRUCTION LIVE LOADS DURING ERECTKlN. AOOFlNC. OR POuRING OF CONCRETE MUST 8( OISTRlBlITED BY APPROPRIATE MEANS TO PREVENT OI.IU.G( TO NUCOR AtllllllNt': SYSn:'US <l;TrF'l orr:K AS WELL AS AlL STRuCTlJRAL.. COUPONENTS. 10) WHEN USING NUCOR AUlLOING <l;~Trl.tS STEEL OFC"j( WITH INTERlOCKING SlOELAPS, CORRECn Y ALlGN SHEETS TO OBTAIN PROPER COVERAGE. 00 NOT BUTTON-P\.I'<<;H S1DElAPS UNTIL AlL DECK IS WELDED lNl't..ACE. II) HilMA AllllOlNl': c;.ycm:-uc; I !'or. k 1 "VI R nrex IS BUNDlED -UPSlDE-DOWN- AND l.tUST BE INVERTED WHEN IT IS ERECTED. 12) THE ENOS Of NUCOR BUilDING SY5Tn..lS COUPOSlTF' DECK SHAlL BE BUTTED (NOT LAPPED) TO FACILITATE THE USE OF STUDS WHEN REQUIRED. , J) IF STUDS ARE BEING APPLIED THROUGH THE DEO< ONTO THE STRUCTURAl STEEL. THE STUD WElOS CAN BE USED TO RrPlACE THE PUDDLE WELDS. lot) NlIC:OR RIJIl nlNG SYSTF"U<;' nrCK Al'r.FS~RIF'<; ARE TO BE POSITIVELY ATTACHED BY WELDING, SCREWING, OR BUTTON-PUNCHINC AS F'OllOWS' A) POUR STOP AT 12- ON CENTER. B) GIRDER F'ILLERS AND SPLIT DECK SHEETS AT lB. ON CENTER. e) END CLOSURES "T 36- ON CENTER. 0) SUUP PANS "T 6~ ON CENTER E) nAT, RIDGE AND VALlEY PLATE AT 12- ON CENTER. 15) NUI".oR RIIII f\lNt': <;'V":YI'"US O:;Trn nl'"C':K IS fABRICATED AND PAINTED IN ACCOROANCE WITH 501 SPEClflCA.TlONS AND TOLERANCES. THE STANDARD fACTORY APPlIED PAINT fOR DECK IS A PRIMER PAINT AND IS NOT INTENDED TO WEATHER FOR AN EXTENDED PERIOD or TIME. FIELD PAINTING, TOUCH-UP ABRot.SIONS, AND DETERIORATION Of THE: PRNER COAT OR OTHER PROTECTIVE f"lNISHES ARE THE RrSPONSl81UTY Of' THE BUILDER. NUCOR BUILDING SYSTEMS DOES NOT OfFER WARRANTIES fOR DECK. -THESE ARE GENERAL NOTES ONLY. IF' A DISCREPANCY EXISTS BETWEEN THE nNAl. Pl...AN5 fOR fiELD USE AND THESE NOTES, THEN THE f'1tW.. PlANS TAKE PRECEDENCE. ,.....-POUR STOP .' IIlK' // FASTEN wi (I) H1020 SCREW / .12" O.C. r, 1/-ot:CK z Q ~ " ~ ~ ""'" ~ ~ ~ ~ POUR STOP DETAIL IH1ERt.lEOIATE SUI'POOlS HI060 rASTENERS AT WIOPOINT BETWEEN 5UPfIORfS (AT JOIST SPACES < OR = 6'-Oj HI060 rASTENERS AT I/J POINTS (A.T JOIST SPACES > "-0, flOOR SPliCE If REO'o. ERECTOR NOTE: THIS DETAIL IS INTENDED TO SHOW YOu THAT POUR STOP MATERIAL HAS BEEN PROVIDED TO BE USED AROUND THE PERIMETER Of ~Y Mas COlUUNS THAT PENETRATE THROUGH THE MEZZANINE. BECAUSE CONDlnONS VARY GREATLY, AN ATTACHt.lENT METHOD IS NOT SHOWN. THE ATTACHMENT IS NOT DESIGNED OR PROvIQEO BY Mas. ..--U8S COLUMN Tli4T PENETRATES ,/ THROUGH THE MEZZANINE POUR STOP (THE POUR STOP MUST ATTACH TO THE COlUMNS AND BE ABLE TO SUPPORT THE WEIGHT OF THE WET CONCRETE) ~ N ~ o ~ POUR FULL STOP DETAIL AT HEIGHT COLUMN z Q ~ " ! ~ ~ ~ 'oJ ? - ~ a - J. oj 0: ~ " . z u n " ~ ~ ~ ~ ~ I a u J z: ~>- Q~""g;... .""'0>......00 .0:::[01::2 ..if"''''''' I I.. -,:z:;3 ~ <c__CX) - 0 ft C::: _lQ_ ~f-o 0 "VlO"'l.O .=>--.J--N .. 00:: . ,-- "ZWW "'-I--Z" ~i8~~~ ::."" CL .. u ~ .n w Vl <:> a: a. z 0:: a: w ~ 0 I- Z ~ 0 z ..J ~ W "- .,; .,; z w C> w 00 ..J " Vl'" 0 " -0 J '" ::J~ I 0 I- ~ '<(0:: ~ ::> In ~ z ~ 0 o <i Z Vl . ~D~ w . u JOB NUIIlBER: W5S0622A SNm Nl> D5 . 11'..d.._:1 .. [' ',.r. ~L~. .:~,~~ POUR STOP TO 8E.Ul FLANG[ AT IRJILOlNC llN( \ flOOR DECK "~q". OEc;JT JOIST REFER TO THE MEZZANINE ocrAJLS ON THESE DRAWINGS FOR THE POUR STOP WA.RK NUIolBER(S). r-POUR STOP / ..., / rASTEN wi (1)lil020 SCREll .'2" O.G. /-0(0< r , ~ "-'"'WOE" , [(l' POUR STOP ,..... o .., .., o a. '" POUR STOP DETAIL POUR STOP TO 8[..... f"UHGE . e l"11$5EAl.P(lIl"lNS~ lOn.: M41l_S OCSQCl AND suPPllEP .. ""COI':ll.II.nHC~[IoIS."~or. >l.((lII C(lIII'OR.O..o.. IW[ llRAlOIIo:;~ ''ll:lIOllll.lUllHC..,.lJol[V A(1IlI(5(~1 M[ 1H( PllOIlUCl or-...cDll U...cSrSlrws 1I<(II[l;IST(Il(P PtUtSSlOtoal. (HGlN((~ wtOS( Sl:a.: Ml':iOloll1E$(~sl$r""l(J1[ "MlJC(lR IllUIIj(; SmEllS.ftlIl OO(s tlO'!>l"'f.o&OIlIl{I'II[SlNl'" OIIfl>;(ll'OI _(C<)IIlIANIIStlll NOT ~; CONSlllU:D ." !.IX~ SIOON' ~0El.AP FNOl AP SPlJCf nrun IHTERWEDU.Tt SUPPORrS III WELOED DECK: H1060 STlTOt fASTEJ€R C1~LOCA.TIONS: 1..58-5/6" . PUDDlE WElD 15-5/8- . PWOl.E WELD 0.6C-'/8- . PI.m..E MID WITH v.tLO WASHERS l..DC-J/8- . P\JDOL.( WELD WITH WElD WASHERS o SCREW OOWN DECK: . 1"11060 STITCH fASTENER a STRl.ICTURAI... f'ASTrNERS HI07D AT JOIST OECK TYPE, GAUGE, FINISH, COVERAGE: INFORMATION 1.0C 26.0 GREY 36" (NOTE: . , WELD WASHERS SHDul.D BE 16 Got. WITH J/8~ OlAICIER HOlES). [RECTOR NOT(: PARTIAl. St€ETS SHOUlD BE A.ITACHEQ IN EVERY flUTE. END t.N"S TO OCCUR A.T SUPPORTS ON..Y, MINIWIol r lAP. 1.56 AND 1.5F DECK ~ 1/. POINT PATTERN .6C DECK I.DC DECK NUCOR BUILDING SYSTEMS "STEEL MEZZANINE DECK" ERECTION NOTES {,I ~\'.''''' ~r:1 ::.:"" , -T- 1 ~:-OO -'f- i! Coo:':;':;' ~! ~ I-. 1- ! 12" GIRT AT CORNER ::;'=\~\ !lII~ :;l ;;' c, 01 \ Jl dII 0 0 \' -I !l.QJ ~ ' In' Ism) ~ 8" OR 12" GIRT AT sw OR EW l'-."CSlDI 8" OR ~ . 1(:'":' ! ;,":', '" I -T-: -T-\ -Oll'f i 8' ~I I r!! -I I : 10" GIRT AT CORNER _I FLUSH GIRT BOLT PLACEMENT DETAIL r::---o- 00 I ~..:' 00 ;:: ~ o ~l ;:: ~ 11 ~ ,'-4-IS1D1 t . 111" (STIll ~ 10' GIRT AT SW OR EW '" <; o Sl u REfERENCE WAStER DETAIl FOR 1Yf'ICAl WAStER REQUIRfI,I[NTS GIRT aPS ARE F...cTOAY PUNCHED TO BE USED WITH WUlTIPLE CRT OE:PTHS. RUm TO M DEtAIlS A8O'tI( TO DETERMINE WHICH HOLES ARE UTIUIED. lEEClill~ \. CWJIIN USE (I) 1/2- X , 1/4" I 51<01' TH" HEAD BOlT H0515/ wElOCD NUT 00400 AT THS ----r--- CUP l()C'AllOH. REFER 10 THE I 'LIPPED QRI DEl_L' FOR I SECT . A' 1DOlTKIW. IHf()ftWATC~: ~ ~l 1/2" . '/'"n ~A~ ~: _ _ rGm rt" _'l 'i I - I ~ B --;- .~ II 2 " -- ci ~ C1RTLAP I (SEE ELEVATION) SHOP WElDED CUP J QRT "" ,...., Tsa: ELEVATION) "'- IDIU. ",." . 4" AT B" . 10" GlRlSI ~ ' .8" AT 12. CIRTS , ~ SW OR EW GIRT DETAIL ~ LAPPED E!Y'PASS GIRTS AT INTERIOR 84,Y CCltUWNS \EY6 NOTE; USE (7) 1/2". 1 1/2. AJ07 BOLTS HOSOOfNUTS HQ400 RffERfNa ERECTOR NOTE FOR TYPtCAl. WASHER REQUlRENEHTS f5\ I LEn tWoID DETAIL SHOWN. I RIGHT HANO oPPOSIT( 2 1/'\ J 1/2" , z ! " .-~ I I ---l-CLlP /! UK. CX'-_ I , '- I '1 \ I I l1_~ - - -I~: --- N ~ ''-8" GIRT ~~ ~ I , I/"~ I : ~ UNE Q SIDEWALL I 8" GIRT TERMINATION DETAIL f9\ b MOTE: USE (4) 1/2-. 1 1/2- A!J)7 BOLTS H05OO/NUTS H0400 T(56) ....._...___,_. ';"ft._~~~' ..._~~[R[~. ERECTOR _NOTE F~ TYPICAl WASHER R~auIRn,lE~_: .__~ ERECTOR NOTE: UNLESS SPECIF'CAlLY NOIEO OIHERWISE, STANDARD ZEE GIRT ORIENTATlON IS TO HAVE THE GIRT TOED DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. UNLESS SPEClflCALL Y NOTED OTHERWISE, STANDARD CEE GIRT ORlENTATlON IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE DETAIL BELOW, STANDARD CUP ATTACHMENT IS BELOW THE GIRT, HOWEVER $OWE D(TAlLS REQUIRE THAT THE CUP BE ABOVE THE GIRT OR THAT THE GiRT BE TOED DOWN. (REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS). I ~ZEE GIRl ~I ~, OJ' 1*1 I UCEEGIRI ~I ~, j ~l ZEE GIRT ORIENTATION CEE GIRT ORIENTATION ~ STANDARD GIRT ORIENTATION DETAIL SEE GIRT DETAILS FOR GIRT CONNECTIONS (COLUIo4NS NOT SHOWN) ~ IRIGHT \Wi) DET.Hl SHOWN,] un tv.HD OPPOSITE II I) n .. 21/4. "".....1.~ .....ooIWllH(2} "'020 rAS1D€R5 J ~tl ~ -. y -I -'-- ~i'-' ~ ~ I I UNTElUl( --1--- I r6COLUllN W' MlC.GCt12 ,,' S11Il.... ","","C( 31/2" ---1-':+ \ I I I L.:'_~ __l- N ~ rl ~ ~ I I I l/4"{ "''' '" r6\ '-s'"" ~ " 0' o 00 o .. u t/1 ~~ ,. 8" GIRT CORNER DETAIL NOTE: USE (6) lIb. 1 1/2" 1.J07 BOlTS H05OO,fflUTS H0400 '\ D6 J REfERENC[ ERECTOR MOlt fOR T'l"PICAL WASHER REQUIREMENTS '- ' ./ ,_ _, ,,__ ,_, _h'. ~---- - -. ,- - '7 ~, h.. .1,,0-- ouTSlOE FW<OE K'~/ GIRT lAP BOLTS NOT c:/;~-l SHOWN r~ ClARITY. - ~k~~.OR ~ ~~ONO lAPPED ./. ~ ~ BOlTED OR ::: H~ ~~2. EIlLT t...... ~ r I / WElDED QRT CUP (NO WASHER RE:RED~ V _. ~I ~ ~ ~1"~~---/ STD 1/2'''''' NUTS '" ~/ ",NO'" ~ g LAPPED GIRT DETAIL ~ 8 lAPPED GIlTS . INTERIOR BAY COLUWNS U U .. THE THIN HEAD 1/2- AYJ7 Dr WUS1 BE INSTAlLED INTO THE FRST ClRT AND CUP rHeA..~~..o=~T~~:t-~l~SE.IIB4.Y t.lUST BE WRENCH TIGHT PRICJi TO STD. 1/2- A.}(l7 BOlTS IlK. H050D (MO WASHERS REQUIRED) ......----- ,,,,' 0 ~~'{'i)~ fi "llI2OrASTDOs ~ l r1- -rtl ~ ,~__ '. I) - . Y _ ~ I " g I ......... +--cr-t-. - -~---orci:iiiit , "1\ I ... SlULlJI:. 3112" WI.. GXC ...-"'" 1"""1 HIHO DEl"- SHOWIl,! un HAND OPPOSITE \ I~ '" , ~ I I I ~ I L:'_p - -+:;. \ \ --Cn.. h" ",' ~I~ "'" ...- 8" GIRT CORNER DETAIL NOTE: USE (6) 1/2.."' 1/2-...:JQ7 BOlTS HOSOO/NUTS H0400 \D6-1 REfERENCE ERECTOR NOTE fOR T'l'P1Co*L WASHER REOUJR[WENTS ) / Q 0' o 00 o .. u h 5' f7\ . --- , t.1\[.\"olvn _ NOTE I MULTIPLE GIRT DEPTHS. REFER TO THE. SIANUAKU "VLI PlACEMENT OETAJL(S) fOR PROPER BOLT PlACEMENT, IRICHl .....MD DET..,l SHOWN'I ,un HAND OPPOSITE . ...lz ~I~ ..clIP "'Ie GFI01-\ ~\8 ~CUP I.lK. GFlOl GIRT, If \ 1j'~ I GIRT REOUlRED_____ \ _ _1_. _ / l-T~~-\...~I l ,~,le,~1 ~~ ,~I ~,~,~ ~~ LI-if-t' l-IJ ~~ , -: -l:;; r ~:;:;;I ... _1- li ~ 1 I ; ~ CIRT NK:I.E WKbs\ I I ti ~ 50 I' ::).... WAC01 WlTH(2) I , 613 ....~ I I Ii!~ r~:S1E- I I "'2 ,,,. ~B "i .-:: I ,,'" , 1'" I . ,,,. "'" J'I FLUSH GIRT DETAIL f4\ FLUSH GIRTS AT INTERIOR BAY CQLtJUNS ~ NOTE: uSE (6) 1/2- .- 1 1/"t' AJ07 InTS H05OO/NUTS H0400 ... ~ REFERENCE STANDARD WAStER OCTAL fOR TYPICAl WASHER REOUIROENTS I~~~'l 21/'\ "/2" Z 2 ~ " u ... I I - Iio--~ --youp \ V': "K Gem =l~. b , ~ , I I \ '1 I I l1_~ d~ ~z l;;=> I I/"~ I : ~ UN[ '~a- GIRT Q 0' o 00 e u ~ SIDEWAlL 8" GIRT TERMINATION DETAIL f'8\ MOlE: USE (4) 1/2"1 1 1/2- ~7 OOlTS H0500/NUTS HQ400 \ 06 ) REFrREMCE ERECTOR NOTE FOR TYPICAL WASHER REOUlREUENTS ~ ill,,'; t" .--: ,.- e<:I'";"l~" _ :-,.J.'.::".': or::- Ci_n b, ,../.> ( :-~. -. (jl,;.:', :"V'.J-" , .... ,... .,. -, ..., ... ... . ~7 ~ ... .: ~ ~l\: . < U ~~ ~ ~ ~ '" IS ~ tr - O~I"")(j)"<t .",,(j)~OO .a:::G;I::2 .ct"<tr--I a I"")r-- ..---lz:CXJ,...-, 1..<1:--00 - 0 f oe: -<.0 ~ a.tnONO ::::>O_lO U!Clo:!..~ ~:Z:wW .. -~:z: .. :J~~~~~ Ii"'" 0... 0 ~ vi w (/) 0 0:: 0- Z a:: cr w 0 >- 0 Q~ ...J ~ ... z .,; .,; z~ 0 ~ 011 ...J z (/)~ I 0 u -0 Iii ::l~ I 0 >- '" II: <( a: ~ ::> ~ ~Z~ 0 04: z (/) ~ ~o~ . u J08 NUWBEA; W5S0622A SHEET NO' D6 . \,("',~'-~:";J... '~..'I . " ,r .. ',: '"':I.....,,"7~' " I ." ~ ~" 1>1$ SEN. P(1...lltS [Wl~ 10 101l WAI(__SOCSJ;N{tl..o $UPP\.Cl1J. .UCOII_OIIO[;S'I'ST[o.IS,~llMSD<or _CClIfPllROnOhntl_S'" 1>01 14:1101. IlUl.CJItG .....:;~ un lllPII[SCIi1Ml:[101lPllOOUCIOINUC(III Ik.OlDIIiC SfS1[~S 1>01 R[W(llllo _~r~fNGlN[r~.I<O'.;[s(Oj, ..~_.(lI;l..clol:(lllAMtCSlS[IoPI.(J1( lfrHJC[lllllll,jll-(;S1S1E"'S~ODQ[S ~~~1 ~.:,~ ~ ~~~~~~i-~ N:fI8ECOIiSlIlV[DASSUC>o . , E& ---ClRTn------- HEAOER- ...... ,HERI.IE[)I,.\T[ GIRT ~ '7-€,_ __ ___ _ __ HT(Rt.IE~TEGlRT~ 1'-(_________ z o in ~ ,;0 .0 ~~ '" FINISHED flOOR '. I 12'-0' 1 a.,," ~YE'SIOH ! TYPICAL OVERHEAD FRAMED OPENINGS GD NOTE: TNSiAIT ClPS ON .NIB BEFORE STNoIOINC ..w.lB. US[ lEVEl TO "lOt CRTS ADJUST WP AS REQUIRED. FRlCTKIN CUP UK. JCP02 AT a" WK. JCP01 AT 10' WI<. JCP03 AT 12" .w.B~. ~:4' 1 2 ~' , f'RlCTION CLIP WK. JCAQ2 AT 8- WK. JC,A01 AI to. WK. JCAO) AT 12" GIRl CLENl OPENlNC , I S --'- - I I '" : ~ I -,- I S J N STEE!._lINE___ o ~ 1 un HAND OCTAL SHl::WfoI. RIGHT HNID OPPOSITE ~ @ GIRT TO JAMB CONNECTION NOT(: USE (4) 1/2" .. 1 1/2- AY:J7 BOlTS H05OO/NUTS H0400 REFERENCE STANON() WASHER OCIAIl FOR TYf'ICAL WASHER REQUIREMENTS 1lM",.,'At'"II'O"GlRJ! .... "TI,'GlRTS IlN. 8" I" AT ,".10' GIlTS 0..... A11"QIIITS t ZEE GIRT 7'-6" $I (u.r.) (2) H102Q FASTENERS (2) 1/2" X 1 1/2" AJQ7 CAARlAGE BOLT ''-. liO!l10/NUT 110400 .....,,- JAMB CUP MK. .!CW01 I.iAN nooR OPf"N1NG DOOR ....., WK. wacol AT e" lotI<. W1COl AT 10' WK. W2COl AT 12" ~ o ,,; r:- ;; 8 TYPICAL WALK DOOR JAMB DETAIL JAIoIB TO ZEe: Glfll WITHOUT INTERMEDIATE GIRT REfERENCE STANo.o.RQ wASHER OElAIL FOR lYP'lCA.l WASHER R(QlJ!REU[NTS 11 10 @ QRT, ----'------ ffj ...... I INT~:~:~_~_~_: ~ll "RT iI , ~ ..~ . ~ ~ I j- ------- I R .~;.~, ~ ,:!::..)."~'" SECTION "A" FAlCflClN O..lP WK.. JCP02 AT 8~ WK.. JCPQl AT 10~ WK. JO'OJ AT 12~ ClEAR OPENINC N JALlB-" S1[[!-_l~E_~_ RIGHT HAND DETAIL SHOWN. LEn twm OPPOSIT( ~ lJ~" 5 l/B~ 8" & 10~ GIRTS 112"GIRTS ~ N ci .; ;;;- "' o o " u . T I .- rl__n__.S FRICTION CUP UK. JCAOZ AT 8" WK. JCAOl AT 10" UK. JCIo03 AT T2" (ATTACHUENT TO SLAB BY OTHERS) S '" '. ~ o - , ~7 ~ ... . * . . " ~~ ~ ~ o s is ~ IE a u J z: "r g<c",m..". .~~~~ .e::<DIr-- ..ct...".r--I . "'r-- "-':z0Cl", ..<(__co - Cl t c>:: .<D........ _v;8~g .:=;,~ N . o a:::: ,."--"'" :zwW ... -1---:2: ., ~;g~~~ l:I'" Q.. . ElEV :: 7"-6. Aff om! ...... , I 6'-4' j C..EAR DlUENSION TYPICAL WALKDOOR FRAMED OPENINGS W \gJ ANlSHED FlOOR A CLIP WK. HCJ_ (2) 1/2" . 1 1/2~ ~7 BOLTS (HOSOO) 6. NUTS (H0400) (2) 1/2" . 1 1/2" 1J07 CARftlAG[ BOlTS (HCl510) 6: NUTS (H0400) 1*, 10-- .." AT 8" .t 10" GIllS I.... B- I~ AT s" I: 10" GIllIS DIll. 10- AT 12" <J<<S bU. Boo IJ 1r GRJS OIl c- AT 12" GIlTS ERECTOR NOTE: PRE -ORIU HOlES A.T NESTED ZEE ems I: DOUIl.E CEE CIRTS IF REQUIRED. 1~~~'l A HOlE' ...... 1 1 ~~ ILEn WoND OCTAl. SHOWN'l RlCH1' HAND 0PP0SlTE o ,,; ;;- tl g JAMB TO FINISHED FLOOR CONNECTION " NOT[: USE (2) 1/2" I 1 1/2" AJIJ7 BOlTS HOSOO/NUTS H0400 REfERENCE STAtI:IAAD WASHER DEl...L fOR T'YPICAl. WASHER R[OO!REUENTS y-o' I ClENl _NSION TYPICAL WINDOW & LOWER FRAMED OPENINGS ABOVE 7 -6 GIRT ELEVATION (2) HI020 SCREWS 0" w. .z H ~'JC~r r.Il(. .)CPOl AT 10. Wl<. JCPOJ AT 12" \ TW. FRICTION Q.IP MK. Jcao2 AT 8" ;:::88!~l13:-,/ FRAMED OPENING DETAIL (2) 1/2" x 1 1/2~ A307 BOLTS H0500JNUTS H0400 SILL lk l1EAOER TO Jo\WB CONNEcnON REf'ERENCE EMCTOR NOTE fOR TYPICAL WASHER REQUIRfWENTS u ;<; vi w Vl 0 Q: n. z 0: Q: w 0 I- 0 Z ~ ..J ~ WZ LL Z .,; .,; z'" 0 '" OQ ..J :r Vl~ ~ 0 " _0 '" ..J:o I 0 ..J I- :0 .<~ g J ~ ; z ~ 0 c<z ~ If) ~o ~ " JOe HUUBER; W5S0622A SHEtT NO: 07 ::,.. '\,.d.;., . f""'" .!''""''.,.,)'"'. ~~i I 1lI55U<.-P(l!IM!50"Ul0ltj[ ...lE_SDE5Otttl1lCl5Ul'Pl1lO1l" ....toI' __[000(. 5V51tW5.~ow.;IOO< ~ f'IUtOIltQRl"DllAliOO< .H[....-.c;s.... l><EloI[lAl.~lIIMC..l"Y Il'[Pll(5[Ml_1W(PlI(llIUC'IorM\.Olll !lJl.D"':5YS1[U5 lH[1l'[Q51[1llf) PO'[SSIDMAI.[M(';M:(II.....:!5l5E-"l &;I$()tiTI<[5[~I5U'"'\01( 8'MUtOR9Jll~S-'51lIlSM'lDllOCS MO'SC",l"'OI'llIl'ttr$l.N'1THc OIIOJEfT (N._n: (il ~((XI",' ~"f '".t<lU '''''' fl[ C[1loSIi,l.IW"'SUC' . ~ o ,,; ;;- '" 8 " " SEC1ION "A" ...... (2) 1/2" . 1 1/2~ A:JQ7 ~ a:x.TS (H0510) lk NUTS (H0400) CUP MK. HCJ01 AT 8- OR 10. liIK. HCJ02 AT 12. H[.I(J(R $z HEADER TO JAMB CONNECTION NOTE: USE (2) lIZ- . 1 1/2- A307 BOtTS H0500/NUTS HQ400 REFER[NC{ STANOARO WASHER DETAIL fOR TYPICAL WASHER REQUIRfUENTS ......~ Hl020 FASTENER <12.0.C.)~ CIRT~\ STEEL UHf I '\ ,.[ HL4IlER WRAP YK. HW ..... H1020 FASTENER (12~ O.C.) SECTION "A" "' N o o " u HEADER WRAP DETAIL GD D7 A C . " ~ :Ii " 8 " (61 Hl020 fASTENERS CRT , -n -t II -4 II II II SECTION . A' DOOR JAMB TO GIRT CONN NOTE: USE (4) 1/2-X I l/Z" A307 BQl.TS H0500/NUTS HQ.400 REFERENCE STNDRD WASHER DETAIL FOA T'lPICAL WASHER REaUlREt.lENTS lIOUNT THE SUB-f'RM4E ruJSH WITH THE OUTSIDE F,tC( OK THE JANe NUCOR JAMB WAlKDOOR AND SUB-ffWlE BY OTHERS <SHOWN CUT-AWAY FOR OLMlYl ENLARGED VIEW NUCOR'S ST.tKWW VWJ<DOOR TAlUS ARE DESIGNED TO WORK WITH ntE WAIJ<OOOR'S StJBfRAY[ flUSH WITH THE OUTSIDE fACE Of Ttf: fRANm OPENING SEE THE WAll SHIDING EL[VAT!ONS >>() THE DETAIlS FOfl: TRIU CQtOTIONS AND PART NUt.lEI[RS SEE JH[ WALL STRUCTURAL ElEVATIONS MlO OETAllS FOR IN,I8 AND GIRT CONNECTIONS /~R 'lJCOR QRT ~ 8 WAlKOOOR FRAMED OPENING DETAIL g u (WALKOOOR NOT PROVIDED BY NBS) SEE THE WAlL [lEVA-nONS fOR JAUB AND GIRT PART NUMBERS 1;- ,-.- ..,,,r,"~: :,':.;"c.',.:E , (,i,:-'-:: ~,,-,iJ.!