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HomeMy WebLinkAboutPLANS - 05-00012 - Premier Performance - RemodelBUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT META'I-LIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVA'- OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CON TRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDLG; ;. D. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSP 'TED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED +ti "I` %T BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN 'FIF CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT, METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL , HIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTt `t!TY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A ')EFECT IS OF SUCH NATURE il'AT IT CAN BE REMEDIED BY A. IELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METAL) L' E BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO Br lFPA;RED AND METALLIC WILL RE MR RSE THE BUILDER FOR THE COST OF THE REPAIR IN ACC RDA.NCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE I NSTALLED BY THE ERECTOR /,`i A PERMANENT PART OF THE STRUCTURE. TEMPORA :?Y SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL `..,ECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR 'WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE Li RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF ^THERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN (`- GUI" F' AND DOWNSPOUT IS A FUNCTION OF •:F. RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAME+, - JT!LIZED ARE IN ACCORDANCE WITH T 'F 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION )I ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT 'D I- DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND /OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION' 01 THE GUTTER AND DOWNSPOUT. IN THUSE CASES WHERE THE OWNER /TENANT OF A PROPERTY iS UNWILLING OR U'q.ABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIV- PRODUCT CE METAL It 7 COMPANY 1S A MEMBER OF THE MEAL 31 MANUFACTURERS ASSOCIATION. METALLIC ULF.ING COMPANY'S FABRICATION AND PRODUC ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICA 'TINS: 1. AP' P R, :QED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE 1CBO REPORT NO. FA -337 SBCi;' COMP_IANCE R- :'RT N0. 9461A 0 AL Rd 2TIFICATiON PROGRAM C TY HOUS TO ?! ApF ;;DtircD FABRICATOR (RF f':' - ;, 3'd 10, 164) WISCONSIN PDT :; C. O.P?ROVAL NUMBER 200;231 -- 5. ;,I._APk COUNTY, NEVACA :':''PROVED FABRICA!OF U11' UT LOS AN . CALIFORNIA. APPROVL. I. 1 rABRICAT.: NI i� :qL C '1F! A :'A.1 :I;AF ir�'.1 1N ` rr :01_ P `0US!ON, TX) ANA'1A . WF-Olk_: AU ER CATION ", ' - 9. TEXAS =PT. 0- INSURANCE PRODUCT EVALU R - AP?`� NOTE`;_ TI -,E: :, . ;r:C i,._ APPLY IN - !-E EVE" T­-' ,�E - DRAv0NC;' < 'L _' D <r'VAL OR ..rvGS: A) I T IS :'PERA ANY CHANGES TO I'HE 1) Br tv - %DE IN a 1_ !NG INK. 3) IIAVF e,Lt_ ?i. N. _S OF :HA ':GE CI FAA..' 2) BF -F: HLE ; ^MEIGIJGUS. D) DATED S!C`4Al'.. <'a_ R _)'_'!RED ON ALL PAC; C1 ,+;1NU �TiRl1: t <\/Ea THE RIGHT TO RL 'sltr;5 WITH Yi_ 0? COMP ±E Y CH ?` ` <FQUIRED TO AVOID :a1!; :=': zR'C N. THIS MAY IMPACT " SCHEDULE. �AWINGS INDICATES Y 1 :AT METAL' I - R ^!TRACT REQUIREMENTS, t'0NSTITL +_ . VT 'HAT THE B!;' AS YJN WITH INDICATED THE TOIA: T, MATERIAL`. 10 BE LIED BY V'• R. ANY NOTED ON THE. DRAWINGS NO" )!NFORMAN;CE WITH ,H REQUIREMENTS THE CON TR,4C , i3 =iWEEN MANUFACTURER AND _S? O' vtER ARE NOT BINDING LI, < :LFACTURFR UNLESS ATE SPECIFICALLY ACKNOW' EDGED A! %;) AGREED TO IN WRITING B iANGE ORDER OR SEPAi:. 1 A' ;.1. MANUFACTURER RECOCN Z' 1�.AT RUBBER STAMPS ARE RO WELY USED FOR INDICATING rPr'C APPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS S1 11'TTED. HOWEVER, MANUFACTURER DOES NO ACCEPT CHANGES OR ADDITIONS TC CONTRACTUAL TERMS AND C'.FI1;!IONS THAT MAY APPEAR WITH USE CF A. STAMP OR SIMILAR INDICATION CF APPROVAL, DISAPPROVAL, 'Tt'.. C-J LANGUAGE APPLIED T") MANU* ACT'.JRER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AN WLL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXSTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL C ONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MAN ASSOC IATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8- NATIONAL BUILDING CODE OF CANADA. 9. INTERNATIONAL BUILDING CO IBC MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD - FORMED SECTIONS, CONFORM TO ASTM -A529 OR A -572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A -529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WID1H CONFORM 10 A - 572 WITH A MINIMUM YIELD POINT OF 50,000 psi. FLANGES WITH THICKNESS OF 2" 1 WIDTH OR LESS AND A WIDTH GREATER THAN 12" CONFORM 10 136 WITH A MINIMUM YIELD POINT OF 42,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. OR AS7M -A1011 GR 50. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A992 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS' CONFORM TO ASTM -A1011 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF /WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES 50 OR 80 WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 FOR UNPAINTED OR AZ50 FOR PAINTED SPECIFICATIONS. CABLE UT+L.IZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A -325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN - -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A -325 OR A -490 BOLTS (11- 13 -85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABL- SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMM''NAENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SEfE. LOCAL. STATE AND I _DERAL SAFETY AND HEA! TH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE ` i _Sf AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN 10 ALL FMPLOYEE_S. DAILY MEETINGS HIGHLIGHTING SAFETY PROCF C:. RE` ARE A!-SO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PURPOSES OF DETERMINING LIFT REQUIREME` - - NO BUNDLE SUPPLIED BY NCI WILL EXCEED 4,000 POUNDS. FOR FURTHER !N'FORMATION ALSO ' THE BILL OF MATERIALS FOR INDIVIDUAL MEMB'R WEIGHTS OF 07HER STRUCTURAL MEMBE=R`:. IF ADDI1KINAL (FORMATION IS REQUIRED CONTACT THE C'JSTOMFR SERVK:L DEPARTMENT AT 800-777-9,378. t,(I THE ENG "+_Ek OF RECOR:v i C'­ - 1: 1 C; €R A;.L PRO.ECL pt EN��N , ERZ e . APR 18 1005 (i DRAWING STA ❑ Ey PPR �VAt TN; k: DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FIK� AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR P . T IS TO CONFIRM PROPER INTERPRETATION OF THE PROSECT DOC NTS. ONLY DRAVANGS ISSUED "FOR CONSTRUCTION " CAN BE CON. RED AS COMPLETE. EQB. E'fBMLL THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN TVA -, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPt E TE. ❑ FOR ^ONSTPIIC71ON- FINAL ORAWNGS. BUILDING DESCRIPTION: FNDWAII FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" SST 90' -0 175-0 20'-8 LS/24' -5 HS 0.5:12 BEARING FRAME EXP. MF BLDG. "B" CS 65-0 1 10'-D 18'-0 2:12 NON -EXP. MF NON -EXP. MF WARNING IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT W'TH GALVALUME STEEL PANELS. EVEN RUN -OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GAL VALUME SHOULD BE AVOIDED BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: NO RECESS 24 Ca ULTRA -DEK' GALVALUME (BLDG. 'A') ROOF NONE 0 BY MANUFAC E� BY OTHERS M R OOF © WALL M UL-- W/ BASE ANGLE /FVSH 26 Ca PBA' PO AR W111T (BLDG. ' A') WALL SELF DRILUNG SCREWS * ZINC CAPPE TAPE SEAL: ** TRIM: (1/ POP RIVETS AT SPLI CES) MEMBER ROOF( "• )* STITCH ROOF( •• )* ANCHOR BOLTS 3/8" 26 Ca HAWAI B LUE RAKE MEMBER WALL( 12 -14 x 2 )* STITCH WALL( 1, -14 x )* BY OTHERS 1" 26 tb HAWAIIAN BLUE SAVE -_ RAKE TO ROOF: " RAKE TO WALL: •* N A R T ROOF: N/A GUTTER STRAPS: N A BY BUILDING S 26 Ca GUTTER GUTTER 0 _ / By WARRAM1TIE- / U.L. 90 Na 26 Ga N/A DOWNS. JCORNER TRIM: STITCH RAKE ANGLE: " I 20 YR ROOF YES 1 1 26 C. HAWAIIAN BLUE CORNER PRIMARY: ®RED GRAY CALV. 20 YR WALL I YES 26 Ca HAWAIIAN BLUE ACCESS SECONDARY: ®RED GRAY GALV. • REFER TO 'ULTRA -DEK' ERECTION MANUAL - HIGH FLOATING CUP. 26GA SIGNATURE 200 'PBW - BLDG. 'B' (HAWAIIAN BLUE) BUILDING LOADS THIS IS TO CERTIFY T--.AT THIS STRUCTURE iS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY - IBC 2003 THIS CERTIFICATION IS D.IMITED TO THE STRUCTURAL ': E - SIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND I AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND /OR ENGINEER OF RECORD IS TO CONE` ^M THAT THESE LOADS COMPLY Wi TH REQUIREMENTS OF THE LOC.A'.. BU`_:'nNG DEPT. ROOF DEAD toaD 3 PSF (BLLrs 'A'),__ _- (BLD';. 'B') DRAWING INDEX COt I ATERAL DEAD I OAD 3 PSF ISSUE PAGE DESCRIPTION ROBE I IVF 1 O aD- A CI of I COVER SH BASED ON TRIBUTARY' AREAS: _ - 200 SQ. F' -- 20 PSF A ES -1 IW,T ALLATION PROCEDUR 600 SQ. F'. - - -- - 'BC 2000 (EQUATION 1;. - - -- OVER 600 e,_ 12 PSF -- . - — O Ft of 2 ANCHOR BOLT P LAN ZO „ PSF ( SECONDARY ) D F2 .1 2 BASE E DU MLS :AND REAC PSF (PRIMARY) - -- - - - - - -- G RDI IND SNOW I OAD - 50 PSF ( C 2 = ., . ) A El of 7 -- ROOF t AN ROOF SNOW I OAD - PSF A E2 of 7 - SIDEW I 'k VIN WIND LQA 90 MPH, EXPOSURE B a s3 of 7 _ ENU wr, A3A +t CC. A A F F4 of GATE DESC RIPTION` 4 -15 - 05 1 - FOR P - - -_ ! m1 a metallic builong� JYYC 7301 FAIRWIN • lat'STON, TEXAS • P.O. BOX 40338 ZIP 77041 (7T3) 466 -77b8 ZIP 77240 DESCRI COVER SHEET SIZE _ SEE BUILD DESCRIPTION ABOVE CU ULTIM STE ERECTION !.iCABO REXBLRG !D DAN. 8Y CK D PY .' DATE NONE F FR°. RUSS MICHAELSON and JOB - PH B D� D SC. I NO. ISSI 3305 222701 j I AB C1 of i ( A