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HomeMy WebLinkAbout33591-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33212 Date: 08/11/08 THIS u~KTIFIHS that the buil~{ng ACCESSORY Location of Property: 1425 JACOBS LA (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 6 Lot 4.4 subdivision Filed Map No. -- Lot No. -- SOUTHOLD conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 8, 2007 purs,,~-t to which Building Per~/t No. 33591-Z dated DECEMBER 20, 2007 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 UNHEATED RESIDENTIAL ACCESSORY STORAGE BUILDING AS APPLIED FOR. The certificate is issued to CHRISTOPHER MOHR ( OWNER ) of the aforesaid building. COUNTY DI~PARTMI~qT OF HEALTH APPROVi%L N/A z,m;riilCAI~ C~a'[IFICATH NO. 8303 06/23/08 PLUMBEI~ C~I~TIFICATION DA'£~a~ N/A Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33591 Z Date DECEMBER 20, 2007 Permission is hereby granted to: CHRISTOPHER MOHR 1425 JACOBS LANE SOUTHOLD,NY 11971 for : UNHEATED ACCESSORY STORAGE BUILDING TO A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 079 pursuant to application dated NOVEMBER Building Inspector to expire on MAY 1425 JACOBS LA SOUTHOLD Block 0006 Lot No. 004.004 8, 2007 and approved by the 20, 2009. Fee $ 860.00 / Authorized Signature ORIGINAL Rev. 5/8/02 II Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all bnildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval frmn Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. ,i. Sworn statement from plumber certifying that the solder used iu 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 fi'om architect or engineer responsible for the building. 6 Submit Plmming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) uon-conforming uses, or buildings and "pre~existing" land uses: I Accurate smvey of property showing all properly lines, sl~ eels. building and unusual natural or topographic · ~ l~atta'es. 2. ,,\ properly completed al)plication and consent to inspect sigucd b3 the applicaut. If a Certificate of Occupancy is denied, the Building Inspector shall state tile reasons Iherefor in writing to the applicant. C. Fees 1. Certificate of©ccupaucy New dwelliug $25.00, :\dditious to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Acccsso~T buildiug $25.00. Additions to acccssol y building $25.00, Businesses $50.00. 2 Certificate of Occupancy on Pre-existing Building 3 Copy of Cmlificate of Occupancy - $.25 4 Updated Certificate of Occupancy - $50.00 5 Temporary Cmlificate of Occupancy - Residential $l 500. ('ommercial $15.0(I Date. New ConstruCtion: Locatiorl of Property: House No. Suftblk C6tmty Tax Map No 1000, Section Subdivision Permit No ltealth Dept. Approval: Old or Pre-existing Building: Streel Block Dar e of Permit.ia-OX O' 0 '/ Filed Map. Applicaut: Unde~wvrit ers Approval: (check one) Itaml et Plamm~g Board Approval: (o ,ot q.q Lot: Request for: Temporary Certificate Fee SuNmtted: $ ~ ~ . ~)O Final Certificate: (check oue' Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogae, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8303 Date: 6/23/08 Iss.ed to: Mohr Address: 1425 Jacobs Lane Introduced By: Fist Class Electric Village: Southold License #: 34075-ME Residential Commercial [] The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic I~t Floor [] 2® Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I Rm~ge Hood Smoke Deteclors 2 4 3-400Watt 2-WP-250Watt Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide Furnace ()il Gas Heat Zones Whirlpool Bell Transformers [[ Final Insp Meter Amps Phase Motors M Steel Building This certificate must not be altered in any manner 765-1802 SPECTI IN ON ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IFI~NSAULLATION [ ] FRAMING / STRAPPING [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE /2*--~-~' ~ O ~7 INSPECTOR ~/-~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRB RESISTANT CONS'fflUCTI0N [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] RRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ [I ] FOUNDATION ~] ROUGH PLBG. ~ 2ND'~------'----~-~--~ [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: ~'~-~-/I DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTIOnal_ [ ] FIRE RESISTANT PENETRATION REMARKS: ~/t~ ~~ ~¢~/ --__ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I/NJIULATION [ ] FRAMING / STRAPPING [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCI'~ ION .[ ] FIRE RESISTANT PENETRATION REMARKS: ~' /l l ,,l.f I ' ~' ~ ~.~ r(/. DATE (~//~/O ~- / L FIELD INSPECTION' REPORT I DATE I ' COMkM.EN'TS ~ ~ ..................................... ~czz.z ~ ~ ~ (~ , ~S~ATION PER N.Y. ~ STATE ENERGY CODE /1~~,~ ~ ~ ~DITION~ COUNTS ~ O TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN flALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration /',32/,,2-0,20 ?7 , 200 ,~ 67 ,20r7 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.[-/~4/~/VVt'"~ ~, ]/~/,~j,~ ~ ,,~. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street / q71 Hamlet CountyTax MapNo. 1000 Section 7~ Block Subdivision c'~,09tOJ~',~ ~ ~ - Filed ~Map No. (Name) Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction,: a. Existing use and occupancy b. Intended use and occupancy ~P~ 3. Nature of work (check which applicable): New Building ~" Addition Repair Removal Demolition Other Work 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories (~) Dimensions of entire new construction: Front /eO/ Rear ~)/ .Depth ~O Height I~ Number of Stories / 9. Sizeoflot: Front /~-Ot~ Rear /d~(), ,tj.~ Depth ,..~7o7~ ,~, 10. Date of Purchase /~t~ Name of Former Owner __ 11. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law., ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises. YES J NO 14. Names of Owner of premises~ Address~Phone No. '7&5' 4t~,! 7 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY Bfi REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO v' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: counTY ~t'~.q ,~,]O~t~O~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. o before me this~ ~ ~ . da,y~ .[)O'09g,V?o~' 200~ Nota~blic MEL[NIE DOROSKI NOTARY PUBLIC, State o~ New No. 01004634870 Qualified in Suffolk Coun~ Commission ~ires September Signature of Applicant May 21,2001 Christopher Mohr 520 Clearview Ave Southold NY 11971 Property at 520 Clearview Ave, SCTM# 1000-70-9-63 Dear Mr. Mohr, Please be advised, complaints have been received regarding use violations at residential property you occupy at the above referenced address. Observations have been made by this office of commercial vehicles and equipment for the landscaping business you operate being stored there. In addition many private vehicles ( some parked on the lawn ) from non-resident employees have been noted. As you are aware this is not a permitted home occupation, and constitutes violations of Town Code. Attached is a Cease and Desist Order. Failure to comply will result in legal action by this office against the operator and the property owner. Sincerely, Edward Forrester Director of Code Enforcement Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 119714)959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF $OUTHOLD August 11,2008 Mr. C. Mohr 1425 Jacobs Lane Southold N.Y. 11971 To Whom It May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: ~An application for Certificate of Occupancy is not on file. (Enclosed) ~"/'No Electrical Certificate on file. ,jThe Check is not on file -$25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. B.P.// 33591 Storage Building File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Corn plaint: ~/~;~'3 (~ Property Owner: C-~,,.,c-',.$ ~f~O~.C Phone Address: NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: AddressL~'1o%'- ._~_¢.o~ ~, \~-,",-~- ' Report Taken By: By Phone__ Date Referred to Code Enforcement: Mail In Person Phone: Date: ~ I"~ ~ CODE ENFORCEMENT REPORT A~ON/DATE: NOV-OS-ZOO? 01:Z6~ FROM.FARM FAMILY INSURANCE +6316967390 T-SZ? PO01/O01 F-6SO ~,~ ' CERTJF.,ICAZE O~ ...... ~ ............. ONLY AND CO.ER8 NO R~8 UF DN THE CERTIFICA~ ~N J ~ELL HOLDB~ ~1~ CER~HCA~ DO~ NB AMEND, ~TEND OR F~M F~ILY ~SUAL~ IHS ALTER THE COVE~GE AFFORD BY ~E ~LICIES BELOW. ~ UIDDL COUNTY RD SUITE 2~ COMPANIES AFFO~WG C ~VE~G_E_ ........... CO~, NY 11727 co~ A F~M FAMILY CASUAL~ INS. CHRIS ~HN ~ C~E & ~NDBO~ING lNG B 1425 JACOBS LN SOUTHOLD NY 11971 C ~ D A ~ ~ 3152C~1 ~1~ ~8 1425 JACO~ ~E SOUTHOLD NY 11971 TO~ OF SOUTHO~ PECONIC NY .. Joseph A. Ingegno Lsnd Surveyor Fax (631)727-1727 (651)727-2090 FID[UTY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK TH;' SUFFOLK COUNTY NATIONAL ~ANK CHRIS MOHR ROBERT T. MOHR SURVEY OF LOT 4 MAP OF CROWLEY ESTATES fiLE No. 8256 FILED DECEMBER 12, 1986 SITUATED AT BAYVIEW TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-06-4.4 SCALE 1 '=50' JULY 29, 1998 O[C~ld~l[~ 22, 1999 .~D PROI~ H(~ & e.O.H. D~,TA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A. LS. AND APPROVED AND ADOPTED FOR SUCH USE NEW YOrK STATE LAND TITLE ASSO . ~ ~Y.s. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys -- Subdivisions -- Site Plons -- Construction Layout PHONE (651)727-2090 Fax (651)727 1727 OFFICES LOCATED AT MAILING ADDRESS 522 Roonoke Avenue P.O. Box 1951 Riverhead, New York 1~901 Riverhecd, New York 11901 0965 UNAUTHORIZED ALTERATION OR A~DITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATb EDUCATION LAW. COPIES OF THiS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY Of NEW YORK THE SUFFOLK COUNTY NATIONAL BANK CHRIS MOHR ROBERT T, MOHR SURVEY OF LOT 4 MAP OF CROWLEY ESTATES FILE No, 8236 FILED DECEMBER 12, 1986 SITUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-06-4.4 SCALE 1"=50' JULY 29, 1998 DECEMBER 22 1999 ADDED PROPOSED HOUSE & BO.H DATA APRIL 13, 2000 FOUNDATION LOCATION MAY 20, 2000 ADDED PROPOSED BARN JULY 11, 2001 FINAL SURVEY JANUARY 8, 2007 LOCATED CONCRETE FORMS JANUARY lB, 2007 STAKE FOUNDATION AREA = 102,448.51 sq. ft. 2.352 ac. 9~-4341- FO U N DATT_O__N =~_LA_N_ SCALE: 1/8" 7¢5-1F~? -~'~ THE 3. INSULAT]O ,: 4. F,N.~ - CO:~S~ U T ~ L~ST .............. ~MPLE ALL OONST~UC%3; ~EQUI~EL~LNTS OFTM .- NEW YO~K STATE. NE" ~LE FO~ DESIGN Off CON. ..... ,~.~ E~RORS. WATER RUNOFF I CHAPTER 236 TOWN CODE, . .,~CUPANCY OR [_oly,_y_jr~_~i,._~ ....... _ ............. ~ uSE IS UNLAWFUL PIER : IITHOUT CF " " OF r ALL CONST '%"~-~F~E. MEET THE REQulm-,wENT8 OF THE C~JDES OF NEW YORK STATE. ,AIL;. FOUNE),~TION FOR STEEL E~UILDINC~ COASTAL STEEL BUILDINGS NOTES AND SPECIFICATIONS PROJECT NUMBER: PROJECT NAME: PROJECT LOCATION: CUSTOMER: WO708155A Scott Bugden Southold, NY Scott Bugden SEAMING METHOD (FOR CFR ONLY): [~]'ROLL LOCX'I" [~/~SE LOCK 360"T" COMPOSITE CFR DECK, TYPE: YES NO __CAGE, FINISH: YES WALKDOORS, QUN~TITY: (1) ~O70 PAJNTED: White MEZZANINE (SEE MEZZANINE PLaN FOR ADDITIONAL MEZZANINE INFO) [] INSULATED PANELS YES [] NO [] [] OPEN SYSTEM. (NO SOFFIT PANEL PRO~qDED) [] STRUCTURAL PARAPET [] NON-STRUCTURAL PARAPET CANOPY (EXPOSED BEAM), PROJECTION: DESIGN CODE: ~ ~(](~2_ I~BLE PER C~ I ERECTION MANUALS REQUIRED I [] CER ROOF D H9600 OR E] H8250 I~1 SINGLE CURB (H9850) ~CLASSIC ROOF [~H9420 OR ~H8201 [~OUBLE CURB (HBSO0)~ DRAWING INDEX Z W0708155A C1 of 1 60'-0" OUT-TO-OUT OF STEEL 20'-0" 20'-0" X-Bracing 20'-0" AD_d C !2'-0' , -0 ~ 20'-0" X Broc;ng 20'-0" ANCHOR BOLT PLAN NOTE: All B~se Plates O 100'-0' (U.N.) o Dia= 3/4" C 20'-0" ANCHOR BOLT SUMMARY ANCHOR BOLT PLAN GENERAL NOTES 1, THE SPECIFIED ANCHOR DOLT SIZE ASSUMES A36 THREADED ROD MATERIAL FOR DOLTS, EQUAL DIAMETER A307 DOLTS MAY BE USED IN PLACE OF THREADED ROD, ANCHOR DOLT EMBEDMENT LENGTH IS TO BE DETERMINED BY THE FOUNOATION 0ESIGN ENGINEER. 2. THE METAL BUILDING MANUFACTURER tS NOT RESPONSIBLE FOR FOUNDATION DESIGN. THE FOUNDATION DESIGN SHALL BE DONE BY A REGISTERED PROFESSIONAL ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS. .3. ALL ANCHOR DOLTS. FLAT WASHERS FOR ANCHOR BOLTS. EXPANSION DOLTS. AND ALL CONCRETE/MASONRY EMDEDS ARE NOT SUPPLIED BY THE METAL DUlLDING MANUFACTURER, 4, THIS DRAWING IS NOT TO SCALE, §. FINISHED FLOOR ELEVATION = 100'-0" 6. "SINGLE" CEE COLUMNS SHOULD BE ORIENTED WITH THE "TOES" TOWARD THE LOW EAVE UNLESS SHOWN OTHERWISE. 7. ANCHORBOLTS ARE REOUlRED ONLY IN THE QUANTtTIES SPECIFIED. BASEPLATES MAY BE FABRICATED WITH MORE HOLES THAN NEEDED FOR THIS PROJECT. Bio= 2"[ I' 1'-4" DETAIL A r-1 Dia= 5/4" 2,,L~ 2,, See Plan DETAIL B 3/4' Dio= SW See Plan DETAIL C -4o- -. :It i:: 2,,L~ 2. 8" COLUMN LINE H RIGID FRAME: GENERAL NOTES H OR V ARE REPORTED. ~ ~3~, CLR. OPENINO COLUMN (USE (B2& Tls,/2p"E ? ' ~: O~_%%ANIX)S ' 0 N II II ,,~ FINISH GIRT DEPTH + · '. ,, '. I~' .'i:i..;.~: .... :. ': :. "'~' '' ' ('RECOMMENDED) 1 1/4' TYPICAL OVERHEAD DOOR FRAMED OPENING 'PfPICAL COLUMN BASE PLATE DE-FAIL RIGID FRAME: a**~c CeUa*N ~ O~ ) Frome Column .... Oeod ..... Colloterol ..... Live ........ Snow ...... W[nd_L 1 ..... Wind_R1--- 22 ~ A 0,44 1,71 0.00 0,00 1,45 4.80 `3.04 10.09 -,~.49 -7.10 1,05 -3,73 C -0.44 1.71 0.00 0.00 -1,45 4.80 -3.04 10.08 -1.05 -,3,73 3.49 -7,10 2 * A -.3.81 -4.55 0.72 -0.98 0.49 -5.97 0.28 -4.87 -O, t7 -0.10 0.17 0,15 2 * C -0.72 -0.98 5.81 -4.55 -0.28 -4.87 -0.49 -5.97 -0.17 0.13 0.17 -0,~5 Frome Column ---LnSe;s .... F1UNB_SL I- -F1UNB_SL 2- 2 o A 0.00 0.00 2..30 3,60 2.25 1 2 * C 0.00 0.00 -2,25 11.53 -2..30 3,60 ENDWALL COLUMN: ................... Column_Reoct[ons (k) ....................................... Out -Of -Plone Frm Col Deod Coil Live Wind-Left W~nd-R;gh~ Wd P Wd S Snow UNB_SLI UNB_SL2 1 A 0.5 0.0 2.I 0.0 -2.2 0.0 -1.3 -1.5 1.7 2.6 0.0 4.0 ! C 0.5 0.0 2.1 0,0 -1.5 0.0 -2.2 -1.5 1,7 2.6 4.0 0.0 4 C 0.5 0.0 2,t 0.0 -2.2 0.0 -1,`3 -1.5 1.7 2,6 0.0 4.0 4 B 0.9 0,0 4.0 0,0 -5.5 0,0 -.3..3 -.3.0 .3..3 5.0 .3.7 .3.7 4 A 0.8 0,0 2.1 0,0 -1,3 0.0 -2.2 -1,5 1.7 2.6 4.0 0.0 BRACING REACTIONS, PANEL SHEAR :E Reoc[ions (k) Ponel 60'-0" OUT-TO-OUT OF' 20'-0" 20'-0" 20'-0" E-3 RFI-1 R-2 PURLIN LAP P-3(Typ) E-2 RFI-1 E-1 P-2(Typ) / RF1-2 ~ / P-3(Typ) RF1-2 RF1 - RF1-2 P- I (Typ) E-2 RF ~- 3 E-3 ROOF FRAMING PLAN ? ER-2 [] [] []? [] ER-1 [] [] (20) ROOF SHEETING PANELS: 26 G~. CR - Galvalume TRIM TABLE ROOF PLAN OlD PART LENGTH 1 RGA05 J 36,000 ] DETAIL TRIM_3 MEMBER TABLE ROOF PLAN MARK PART LENGTH P-1 08Z071 255.500 P-2 08Z071 271.500 P-3 08Z071 255.500 E-1 08Z060 255.500 E-2 08Z060 271.500 E-3 08Z060 255.500 CB-¢ RDB- 529,000 CONNECTION PLATES ROOF PLAN []ID MARK/PART PCC02 ROOF FRAMING PLAN SPLICE BOLTS J Splice Quan ..... Bolt ..... Mark Top/Bat/Iht Type Dia Len BP- 1 4 4. 0 A525 0.625 2.25 BP- 2 4 4- 0 A525 0,625 2,25 PIECE RF 1 - 1 RF1-2 RF1-3 MEMBER SIZE TABLE (in) WEB DEPTHI WEB PLATE OUTSIDE FLANGE START/END THICK LENGTH W x T x LEN 12.0Z17.0 0.125 189,3 5x3/16"x20B.O 17,0217.0 0.175 20.2 5xl/4" x 25.0 17.0/12.0 0.150 215.5 5x1~4" x214.0 17.0/17.0 0.175 20.2 5xl/4" x 25.0 17.0/12.0 0.125 189.3 5x3/16"x208.0 INSIDE FLANGE W x T x LEN 5xl/4" x189.3 5x3/16"x214.5 5xl/4" x189.5 ~olvolume 1'- '~'"'~10 $/4" 20'-0 3/4" 5 1 " 26 Go. C v 4'-8 3/16" 4 spa ._ ,, I FRC32A(2) : V '1-2 o_ RF1 - 1'-5 7/16" ~5'-9 ~/8" CLEAR +/- 1'-5 7/16" 40'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION FOR ~' UNE 2_ ~ GENERAL NOTF.~, 1. IF FLANGE BRACING I$ REOUIRED ON BOTH SIDES OF AN EXPANDABLE RIOI0 ENO FRAME, THE OPPOSITE SIDE FLANGE BRACES WILL FLAVE TO BE INSTALLE0 AT THE TIME OF FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED. AS REOUIREO. FOR THIS FUTURE CONDITION. 2. RIGID FRAMES BHN.L HAVE 50~. OF THEIR BOLTS INSTALLED AND TICHTENED ON BOTH SIDES OF THE WEB ADJACENT TO 40'-0" OUT-TO-OUT OF STEEL 20'-0" 20'-0" MARO 1 MARo 1 ER-1 (~ ER-2 P EC-1 G-1 G-1 G-1 G-1 MAR02 (~ EC-2 EC-5 ENDWALL FRAMING: FRAME LINE 1 40'-0" OUT-TO-OUT OF STEEL 20'-0" 20'-0" MARO 1 ER-1 (~) ~ MAR01 [] ER-2 EC-4 EC-2 <J EC-5 ENDWALL FRAMING: FRAME LINE 4- BOLT TABLE FRAME LINE 1 & 4 LOCATION ER-I/ER-2 Columns QUAN TYPE DIA LENGTH 4 A325 1/2" 2" 6 A325 1/2" 2" MEMBER TABLE FRAME LINE 1 & 4 MARK PART LENGTH EC-1 W08S086 197.264 EC-2 W12S098 215.952 EC-5 W08S086 197,264 EC-4 W08S086 197,264 EC-5 W08S086 197.264 ER-1 W12S125 259.550 ER-2 W12S125 259.550 0-1 08Z086 215,500 CB-1 RDB- 296.000 CB-2 RDB- 508,000 CONNECTION PLATES FRAME LINE 1 & 4 [] ID ] MARK/PART 11 EWA01 21NCR05 31PCC02 ENDWALL FRAMING PLAN GENERAL NOTES 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ROD CABLE ROB- = §/8" ROD CAA- = 1/4" CABLE RDC- = 3/4" ROD CAB- = 3/8" CABLE RDO- = 7/8" RD0 CAC- = 1/2" CABLE RDE- = 1" ROD RDF- = I 1/8" ROD RDG- = 1 1/4" ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING, 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIEL0 CUTTING OF GIRTS AND SHEETING. 4. THIS DRAWING IS NOT TO SCALE. EAVE LAPS OU-U UUI--IU--UUI Uh ~II"EL ~' 20'-0" 20'-0" 20'-0" 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" ~/ G-3L%%% G-7 S_2 DH-1 ~' G-5 / DH-1 ~]-8 ....... ~ 2_ i ¢' ~^R~ ........ i ..... EC-3 R - RF1-3 EC-4 4=%0" = 12'-0" =,4~'-0,~ 4='-0'_' = 12'-0" = 4='-0_'_' GIRT LAPS 3/4'11'-3 3/4" 3/4 i1,_3 SIDEWALL FRAMING: FRAME LINE C EAVE LAPS 20'-0" 20'-0" 20'-0" 1'-3 3/4" I'-3 3/4" 1'-3 3/4" 1'-3 3/4" E-1 ~ E-2 E-3 EC-5 RFI-I~- RFI-1 EC-1 GIRT LAPS 1'-3 3/4"I 1'-3 3/4" 11'-3 3/4" SIDEWALL FRAMING: FRAME LINE A MEMBER TABLE FRAME LINE C & A MARK PART LENGTH DJ-1 J08C071 196.000 DH-1 J08C060 144.000 E-1 08Z060 255.500 E-2 08Z060 271.500 E-3 08Z060 255.500 0-2 08Z086 44,500 0-3 08Z086 242,000 0-4 08Z086 60.500 0-5 08Z060 271,500 0-6 08Z086 60.500 0-7 08Z086 242.000 0-8 08Z086 44.500 0-9 08Z071 255.500 0-10 08Z071 255.500 CB-3 RDB- 315.000 SIDEWALL CONNECTION PLATES FRAME LINE C & A [] ID I MARK/PART 1 I dCA&P02 FRAMING PLAN GENERAL NOTES 1. STD, ROD/CABLE SIZES PER PART PREFIX ARE: ROD CABLE RBB- = 5/8" ROD ~ CAA- = 1/4" CABLE RDC- = 3/4" ROD CAB- = 3/8" CABLE RDD- = 7/8" ROD CAC- = 1/2" CABLE RDE- = 1'* ROD RBF- = 1 1/8" ROD RDG- = 1 1/4" ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. 4. THiS DRAW!NO !$ NOT TO SCALE Z 0~- W0708155A E4 of 6 [ ] 12 I E N DWALL I__1 2'-0" .... Back-lap SHEETING &: TRIM: FRAME LINE PANELS: 26 Ga. OW - Fox Gray SP ? ? ? ? ? ? ? ? ? _! 2'-0" Back-lap SHEETING &: TRIM: FRAME PANELS: 26 Ga. OW - Fox Gray SP LINE 4 ENDWALL TRIM TABLE FRAME LINE 1 & 4 OlD PART LENGTH DETAIL 1 BSBO 1 122.000 2 OCA01 242.000 TRIM_79 ,3 RTAO 1 121,000 TRIM_2 4 RTA02 242.000 TRIM_2 ,5 H4100 16,000 TRIM_,3 6 H4050 16.000 TRIM_5 (Gutter with 4 downspouts) £ ¥ '7 ¥ SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Go. CW - Fox Gro¥ SP (Gutter w;th 4 downspouts) TRIM TABLE FRAME LINE C & A OlD PART LENGTH DETAIL 1 BSB01 122.000 2 BSB01 Use Drop ,3 OCA01 242.000 TRIM_79 4 H4000 5,000 TRIM_21 5 RCA01 9,250 6 GRA01 8,000 7 H4000 5,000 8 RCA02 9,250 9 GTA01 121.000 TRIM_I 10 GTA02 242,000 TRIM_I 11 JTA06 195,000 TRIM_I 12 HTA05 146.000 TRIM 14 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. CW - Fox Gray SP TYPICAL WASHER REQUIREMENTS ERECTOR NOTE (UNLESS NO~D OTHERWISE ON DRAWINGS) BOLT HEAD-~ /-SLOT WASHEB~ SLOT TO SLOT CONNECTIONS WASHERS ARE REQUIRED ON BOTH SIDES OF MA~RIAL IF SLOTS ARE USED ON BO~I SIDES (NOTE LAPPED ZEE MEMBER ED(CEPTION). BOLT HEAD~ .~SLOT SLOT TO HOLE CONNECTIONS WASH[R-~..~=~ ONE WASHER REQUIRED ON SLO~ ~t.u SIDE ONLY. NUT~ ~HOLE BOLT HEAD-~;q.~ ~HOLE HOLE TO HOLE _CONNECTIONS ~ NO WASHERS ARE REQUIRED ~ WHEN SLOTS ARE NOT USED. H0200 - 1/2" FLAT WASHER H0240 - 1" FLAT WASHER H0210 - 5Z8" FLAT WASHER H0250 1 1~8" FLAT WASHER H0220 - 5~4" FLAT WASHER H0260 1 174" FLAT WASHER HO250 - 778" FLAT WASHER SECTION $'-0" MINIMUM (TYPICAL) SPREADER BAR SPANS MAXIMUM COLD-FORMED~ Ill '11 i~ i~.~ ~ STP,.~ COLD, FORMED COLD-FORMED RAFTER SECTION A lU~ ~ -~I~IS WILL CAUSE ITHE RAFTER TO TWIST INCORRECT ENDWALL ERECTOR DETAIL 1) GIRTS. CLIPS, RAFTERS AND COLUMNS MUST BE SECURELY AND TIGHTLY BOLTED TOGETHER PRIOR TO STANDING UP THE ENDWALL SECTION. (NOTE: THE GIRTS PROVIDE STABILITY TO THE ENDWALL SYSTEM DURING THE ERECTION PROCESS) 2) BUILT-UP COLUMNS/RAFTERS MUST BE ERECTED INDIVIDUALLY WHEN USED WITH COLD FORME0 ENDWALL PARTS 5) THIS DETAIL IS SUGGESTED IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY OF ENDWALL PARTS AFTER ERECTION. SOUND dUDGEMENT BASED ON ERECTION KNOWLEDGE AND EXPERIENCE SHOULD BE APPLIED REGARDING SAFETY AND PRACTICALITY OF INDIVIDUAL SITUATIONS. 4) REGULATIONS SET FORTH BY THE OCCURATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR FEDERAL AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR INJURY, DAMAGE. OR FAILURE WHICH MAY RESULT FROM FAILING TO MEET ANY OF ~SE REGULATIOUS TYPICAL FIELD WELD REQUIREMENTS ERECTOR NOTE: (UNLESS NOTED OTHERWISE ON DRAWINGS) ALL FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS SPECIFICATIONS, WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI STEEL AND LOW HYDROGEN CONTENT.  LANGE BRACE OPPOSITE SIDE EQUIRED WHERE INDICATED N ERECTION DWCS. AS "NS & 1 ~ 1~2" A.325 BOLTS I z~ J ARE REQ'O FOR BOLTINGJ O 0 BOLT(// XX ~ ~ / F~NGE B~CE H0300 NUT ~ ~ ~ ~ HO300 NUT~ -- / (o~ TYP FLANGE BRACE @ BU COL & GIRT NOTE: SEE PLANS AND ELEVATIONS FOR ~FLANGE BRACE PART MARKS (4) 1/2"¢' X 2" BOLTS (6 BOLTS ~ SINGLE CEE RAFTER) RAFTER /A.325 BOLTS H0603  ~:~TS HO300 ' ~L~ ~or ~,~ CLIP REQ'D N MK. EWAO ~ AT SINGLE 1 i ISINGLE OB DOUBLE ~11 II __CEE ENDWALL COLUMN_~_~ SEC~ON A EW CEE COLUMN TO RAFTER CONN ~ COLUMN TOP CLIP FACTORY WELDED TO COLUMN ~ ~J SEE ERECTOR NOTE FOR TYP. WASHER REOU~REMENTS i 2'-4 1/2" OR 5'-6"~W~URLiN I /~' ~H0300 NUT / /~ LH0200 WASHERS ~ /// ~ F~NGE B~CE MARK FB FOR BOLTING H0603 BOLT F N J ' LH0200 WASHERS J ~F~NGE B~CE OPPOSITE SIDE J IREQUIRED WHERE INDICATED EON ERECTION OWGS. AS "NS & FS" ~P F~NGE BRACE ~ PURLIN ~ ~ER NOTE:sEE P~NS AND ELEVATIONS FOR F~NGE BRACC PART MARKS ~/.", I~OC-_ j(~) .o,~o j(~) ,o~oI(~) .o~ol .o~o I 7/8" ~ ROD__ (2) H0g30 (2) H0250 (2) H0430~ H0830 I" J R0[__ (2) H0960 (2) HO240 (2) H0330J H0840 1 1/8" J ROF~_ (2) HO960 (2) HO250 (2) H045oJ H0850 /4" m ROG__ (2) HO960 2) H0260 (2) H0340J H0860 ~ SEE P~NS AND ELEVATIONS J ~ I FOR B~CING ~RK NUMBERS I (OU~Tt~ VARIES) ~ ROD B~CE D~AIL ' (WEB TO WEB) v Z W0708155A D1 of 5 g COLD-FORMED [ 4' /~12" COLD-FORMED O O O 1[ _ O O O O H1020, (1) e EACH P IN~ SHOP WELDED I CLiP ~EA~ PURLIN ~ ~O (ORIENTED DOWNSLOPE) ,. . (2) ~/2"~ X 2" - 8" 8" PCC01 A525 BOLTS H0605 ~ NUTS H0500 ~ ~O PCC02 12" ENDWALL COLUMN MK. NCR__ ~FTER PCC05 12" 12" ~ E.W. COL TO C,F. ~ER CONN g USE (4) 1/2" X 1 ~/2" ~07 USE (8) 1/2"X 1 ~/2" A307 BOLTS SEE ERECTOR NOTE FOR ~P. WASHER REOUIREMENTS~ ~ SEE ERECTOR NOTE FOR ~P. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR ~P. WASHER REQUIREMENTS ERECTOR NO~: UNLESS SPECIFICALLY NOTED OTHERWISE. STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED STD. t/2' ~7 BOLTS DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. (NOumR~D) UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT OUTSIDE F~GE ~ SHOP WELDED ABovEORIENTATIONTHE GIRT.IS TO (REFER TO THEHAVE THE GIRT TOED UP AS SHOWN IN THE / / TO COLUMN DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. ~FOR THOSE GIRT NTATI N ~A~ON ~ ~PDED~T- --- ~ ~ D~AIL FLUSH GIRT ~ INTERIOR BAY COL ~ CORNER GIRT D~AIL ,~ STANDARD GIRT ORIENTATION D~AIL o ~ ~.~. ~ ~, ~ NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE ~ FIRST GIRT ~D CLIP OF A ~PED CONOITION, THE BOLT/NUT USE (4) 1/2" X 1 1/2" A307 USE (4) 1/2" X 1 ~/2" A307 BOLTS HOSOO/NUTS H0400 BOLTS HOSOO/NUTS HO400 ~ ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET G~RTS, ~SEMBLY MUST 8[ ~ENCN TIGHT PRIOR TO THE SECOND ~PED C~RT ~NC ~N~T~[~, SEE ERECTOR NOTE FOR ~P. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR ~ECTOR NO~ AT EACH ~PPED (;IRT CONNECTION, (1) I/2" X 1 1/4" THIN~ N~: HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE INST~L CUPS ON JAMB FIRST GIRT TO THE GIRT CLIP, THE BOLT/NUT ASSEMBLY MUST BEFORE ST~DING JAMB. USE REFERENCE THE STANDARD "~PPED GIRT DETAIL FOR ~ORE :]'~ ' ~ '~ ADJUST CLIP AS REQUIRED, 4" MK. J~O2 ~ 8" 0 XO 0 0 { ~ ~* O00R JAMB-- STEEL UN[ , U~. UCP02 e S" WALL GIRT TO COLUMN JAMB TO FINISH FLOOR CONN GIRT TO JAMB CONNECTION ~ USE (7) 1/2"X 1 1/2" A307 BOLTS ATTACHMENT TO S~8 BY OTHERS USE (4) 1/2" X 1 1/2" A~07 H0500/NUTS HO400 : CLEAR--- i DOOR~Bi BUILDINGEXTENSION CLIP __ ,G,R, ,T r, i -~ ~ ~ CLIP r c, .... ~ c~o~ .~ ~ ~ ~ ~o~ w~ ~o ~ m ~,___~ ~ ~,___ ~ ~' ,- Door [~M[ AT ~E , m iNSU~TiON i ¢ ,~ H~DER TO JAMB CONNECTION DOOR JAMB TO GIRT CONNECTION ~ I ~ FINISH E~ERIOR ~HI0~ M ~2' 0,C. H0500/NUTS "'.-.%' o DOOR ~IM E~ATION / (REOUmREO KNOCK DOWN DOOR ~ ~ - ~K. Hill i ~(REOU~REO AT LINER ONLY) H~D TRIM D~L - SEt, ON B  ~ TRIM MK. HTD05 ~~ TRIM MK. HTO05 ~B C~[R AT 10' GIRT ONLY, LINER (IF REQ'O.) MK. JTO01 AT 10' GIRTS ~~~B C~R AT LINER ONLY ,~ ~ MK. JTO02 AT 12" CIR~ EXTERIOR W TRIM MK. JTA01 EXTERIOR W . JTDOt JAMB ~IM D~NL - SECTION C JAMB TRIM D~AIL - SECTION C O O : ~ULK GIRT TO J~B D~AIL TYPICAL HIGH 56' EAVE OR RIDGE ~ FASTENER SPACING ~2' )2' ~2" ENLARGED RIDGE SUPPORT AT ~,, '~ ~ .~ ~ ~J _HIGH GABLE GUILDINC -~ ~ ~ ~ ~ ~ ~ SUPPORT- I I I i I I I I I ] _DETNL AT SINGLE SLOPE BUILDINC RIDGE SUPPORT AT GABLE BUILDING OR HIGH EAVE SUPPORT SINGLE BUILDING INTERMEDIATE ROOF INTERMEDIATE PANEL LAP INTERMEDIATE LOW EAVE ENLARGED · HIO50-STITCH o HIO30-STRUCTURAL FASgENER FASTENER J 35" AT T I I I SUPPORTS AND AT MIDPOINT BETWEEN SUPPORTS AT PURLIN SPACES LESS THAN OR EQUAL TO 5'-4-". H1045 12-14 AT TEK 2 1/3 POINTS BETWEEN GREATER THAN PANEL END H1050 AT SUPPORTS AND AT 6" O.C. BETWEEN SUPPORTS AT THE (2) LOW RAVE PURLIN SPACES -3/32" x 1/2" TAPE MASTIC MK. H5010 LOW RAVE ...... DETNL_ '- ~- ~-'-- '-. FASTENER ' ' SIDE LAP SPACING DETNL "CLASSIC" ROOF ERECTION NOTES (PANELS 36" NET LAY) ERECTOR NO~-.: DO NOT FASTEN THE ROOF PANEL TO PURUN STRU'~. STANDARD FASTENER SCHEDULE ROOF SLOPE I~BK NUMBER 2{ - 3:12 RC, A25 3{ - 4:12 RCA35 FASTENER (SEE THE FOR SPACING) FASTENERS MUST ENGAGE STRUCTURAL SUPPORT MEMBER FOR RIDGE DETAIL "CLASSIC ROOF" W/ DIE FORMED RIDGE CAP 'TRIM_5' USE DOWNSPOUT STRAPS MK. H2340I AS FOLLOWS: (1) AT DOWNSPOUT "S" (1~ AT THE ELBOW (1) AT EACH DOWNSPOUT SPLCE NOTE I USE POP RIVETS Hl lO0 AS FOLLOWS: EACH DOWSPOUT SPUCE ERECTOR NOTE: I ~ ELBOWS AS REQ'D ~ AN INSET/OUT~ET WALL CONDmON. DOWNSPOUT "S" ~ ~GUTTER MK. H2320 -- /~DOWNSPOUT STRAP BRKT. MK. FULL SECTION ~ /DBA01 FOR USE WITH "ACCENT" H2305~ ] II /PANEL" ONLY. ATTACH AT PANEL MK. H2300 or ~'~ :~ -,' RIB ONLY. USE (2) H1060 SCREWS. II"FEMALE" EN0~ ~ '~--DOWNSPOUT STRAP MK. H2340 I'-- ~1~1 (SCREW STRAP TO WALL BEFFORE LTYPICAL AT I_./~~ ~SERTING DOWNSPOUT). USE (1) ALL SPLICES 1060 SCREW. ELBOW ~F REQ'D MK. H2330 ~ ~ FULL OR PARTIAL SECTION AS REQ'D. DOWNSPOUT STRAP (MK. H2340) AND STRAP BRACKETS (MK. DBA01) ARE PROVIDED FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO COLUMNS. FASTENERS TO MASONRY ARE NOT PROVlDED H 060 FASTENERS ARE PROVIDED FOR COLUMN APPLICATIONS, PRE-DRILLING WILL BE REQUIRED. STD. GUI-rER AND DOWNSPOUT DETAIL 'TRIM_21' ~ ~,~, START (SEE ROOF PLAN) A ' '~- - ~2 1/4 TAPE MASTIC S REQD H1050 . ~(12 O.C.)// (BETWEEN TRIM AND PANEL) ~H1020 AT ~CH SUPPORT] ~ ~KE ~GLE (L.L.V.) h1060 ~MK. M~O1 (12" O.C.) ~ ~URUN WALL PANEL~ OUTSIDE P~EL CLOSURE MK. H~400 ~ "C~SIC PANEL" MK. H3420 ~ "ACCENT PANEL" MK. H~410 ~ R~. "C~SSIC PANEL" SCULPTURED RAKE DETAIL "CLASSIC ROOF" SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS 'TRIM_2' END OF ROOF PANEL ~ 1/4" STEEL LINE GUTTER HANGER MK.I t /~3/4" TAPE MASTIC H2190 AT 24" O.C. /MK. H3000 (6" PIECE) WITH (3) H1050~ /DIRECTLY BELOW FASTNI I INSIDE PANEL CLOSURE FASTENERS \\ .3/4" TAPE MASTIC \ I // TAPE MASTIC (MK. H30(~ H3000 I// TOP AND BOTTOM ~1/2" TAPE F' TENERS t .Villi -'cLAss,c- Roof 12" O.~C~.~__. '-J/lll,--I '--Hi030 FASTENER (SEE GUTTER / IIX THE CLASSIC ROOF MK, CTA__ / / I[ ~ ERECTION NOTES o.c. / II \ EAVE STRUT SIMPLE RAVE U "--WALL PANEL TRIM MK. LEA01 RAVE GUTTER DETAIL "CLASSIC ROOF" SEE WALL SHEETING ERECTION NOTES 'TRIM_I FOR WALL PANEL FASTENER LOCATIONS z W0708155A D4 of 5 PANEL" ERECTION NOTES CORNER · PANEL o STRUCIURAJ_ FASTENER TRIM m ......... ~ iI HI040 AT TRIM ' H1060 EA. C MEMBER m ~ ..... ~..I.l-~ SUPPORTS 1. BLOCK GIRTS TO "LEVEL' POSITION BEFORE STARTING PANEL ERECTION. MAINTAIN WOOD BLOCKING (NOT BY NBS) UNTIL PANEL TO STRUCTURAL EASTENERS ARE INSTALLED. 2. ALIGN AND PLUMB FIRST WALL PANEL. .3. TO PRLDVENT "OIL-CANNING', ALL PANEL FASTENERS SHOULD START FROM BASE MEMBER AN0 THEN BE SECURED TO EACH STRUCTURAL GIRT TOWARD THE RAVE. 4. FOUNDATION MUST BE SQUARE, LEVEL, ANO CORRECT TO THE OUT-TO-OUT STEEL LINE DIMENSIONS. 5. ERECTION CREW IS TO CLEAN ALL WALL PANELS BEFORE LEAVING JOB SITE. B. ERECTOR IS TO ERECT PANELS SO THAT SIOELAPS ARE AWAY FROM THE MAiN TRAFFIC AREA'S LINE OF SIGHT. 7. STORE PANELS PROPERLY TO PREVENT MOISTURE. SEE ERECTION MANUAL. ~ ~NOTE: FIELD CUT "CLASSIC WALL" --/ / ~-JAMB TRIM ~H1040 ~K JTA 12" D.C. JAMB DETAIL "CLASS)C WALL" 'TRIM_I 1' STANDARD FASTENER ERECTOR NQT~: UNTIL WALL PANELS ABE INSTALLED, (5) H1040 SCREWS ARE TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM, ,WALL PANEL BASE ANGLE TRIM MK, BBB01 BASE ANGLE MK. MAR02 (S.L.V.) ~FASTEN AT .3'-0" 0C MAX (NOT SUPPLIED BY ~I~TAL ' SEALANT (NOT SUPPLIED) BASE TRIM DE-rAIL (WITH ANGLE) SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS "CLASSIC WALL" H1040 FASTENERS AT 6" D.C. HEAD TRIM MK. HTA__ REFER TO SECTION 8.0 OF ) THE WALL SHEETING i ERECTiOIN MANUAL FOR m FURTHER DETAIL AND PANELm PREPARATION INFORMAT)ON J HEADER DETAIL "CLASSIC WALL" 'TRIM_I 4' WALL--'-JI - SE~LAN FOR START/FN 'Il I DIMENSION. USE O" START ¢/J IF NOT NOTED. ~ %1 I BACKLAp AND/OR FIELD II I CUT PANEL AS REQUIRED MK. OCAO1~ ~ ~START/FINISH~HI040 EAt. SUPF ~[ ~[ DIME'NSlON H1060 12" O,C. OUTSIDE CORNER DETAIL 'TRIM Z w JOB NUMAR: W0708155A S,~£ £T NO; D5 of 5