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Home My WebLink AboutSTEEL BLDG PLANS - 23-00435 - Precision Precast - New Commercial BldgDRAWING TITLE COVER SHEETS JOB NUMBER PROJECT NAMEU23M0364A Precision Precast C1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * CO V E R S H E E T (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 ANCHOR ROD PLANS PLANS AND ELEVATIONS STRUCTURAL DETAILS SHEETING DETAILS SHEET NUMBER C1 ~ C4 F1 ~ F2 E1 ~ E27 D1 ~ D11 SD1 ~ SD9 06/29/2023 C2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * BU I L D I N G S H E E T 1 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 LEAN-TO SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME 3.BUILDING ERECTION NOTES: THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLYERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHAREQUIREMENTS AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPERERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OROTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THEERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOT DESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINTFOR A FALL ARREST /SAFETY TIE OFF. GENERAL NOTES: 1.MATERIALS ASTM DESCRIPTION STRUCTURAL STEEL PLATE AS529 / A572 / A1011HOT ROLLED MILLS SHAPES A36 / A529 / A572 / A500 HSS ROUND A500 HSS RECTANGULAR A500 COLD FORM SHAPES A653 / A1011 ROOF AND WALL SHEETING A653 / A792 BOLTS A307 / A325 / A490 CABLE A475 RODS A529 / A572 2.STRUCTURAL PRIMER NOTE : SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OFTIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDINGTRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDETHE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOPCOAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION AREUNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THEPRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTALCONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. 5.A325 & A490 BOLT TIGHTENING REQUIREMENTS : IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCEWITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSCSPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA,SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT"OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT REQUIREMENTS: A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED". B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT", EXCEPT AS FOLLOWS: "FULLY-PRETENSION"A325 BOLTS IF: a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF- RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR "F". SEE THE "BUILDING LOADS" SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT.d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRITICAL (SC)" CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FORSECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES. SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE CONNECTIONS MAY ALWAYS BE "SNUG-TIGHT", UNLESS INDICATED OTHERWISE IN THESE DRAWINGS. 4.SPECIAL INSPECTION : SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHERAUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS")ARE NOT THE RESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THERESPONSIBILITY OF THE BUILDER AND/OR OWNER. IN THE EVENT THE INSPECTIONS AREREQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE TESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG OR AT ANY NBG FACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472. 6.GENERAL DESIGN NOTES : 1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS” OR THE CAN/CSA S16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL WELDING CODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI S100 OR THE CAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL WELDING CODE – SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF OSHA SAFETY STANDARDS FOR STEEL ERECTION, DATED JANUARY 18, 2001. 7.GLOSSARY OF ABBREVIATIONS : THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEALPERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND SUPPLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY THEMETAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH. 5) ALL NUCOR BUILDING GROUP FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN AND FABRICATION OF METAL BUILDING SYSTEMS. FOR PROJECTS IN CANADA, DESIGN AND FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND W47.1 CERTIFIED. 7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. MATERIALS ASTM DESCRIPTION APS = A-PANEL FOR THE SOFFITAPL = A-PANEL FOR THE LINER A.R. = ANCHOR RODSAPW = A-PANEL FOR THE WALL BS = BOTH SIDESB.U. = BUILT-UPCFR = CONCEALED FASTENED ROOF PANELDIA = DIAMETERFLG = FLANGE F.S = FAR SIDEGA. = GAUGEH.S.B. = HIGH STRENGTH BOLTSHT. = HEIGHTLLV = LONG LEG VERTICALLSN = LOC SEAM NON-SWAGED ROOF PANELSLSS = LOC SEAM SWAGED ROOF PANELS M.B. = MACHINE BOLTS MBS = METAL BUILDING SUPPLIERMIN = MINIMUMN/A = NOT APPLICABLENIC = NOT IN CONTRACTN.S. = NEAR SIDEO.A.L. = OVERALL LENGTHO.C. = ON CENTERPL = PLATEREQ’D = REQUIRED REV. = REVISIONRPL = R-PANEL FOR THE LINER RPS = R-PANEL FOR THE SOFFITRPR = R-PANEL FOR THE ROOF RRS = REVERSE R-PANEL FOR THE SOFFITRRL = REVERSE R-PANEL FOR THE LINERRPW = R-PANEL FOR THE WALL RRW = REVERSE R-PANEL FOR THE WALLSL = STEEL LINE SLV = SHORT LEG VERTICAL SS2 = STANDING SEAM II ROOF PANELSS3 = STANDING SEAM 360 ROOF PANEL U.N.O. = UNLESS NOTED OTHERWISEMAX = MAXIMUM SIM = SIMILAR TBD = TO BE DETERMINEDTYP = TYPICAL ?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS DOWNSPOUTS. COLOR: N/A (7) 3070 PREASSEMBLED WALKDOOR(S). COLOR: WHITE SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE BUILDING LINE TRIM COLOR: REGAL WHITE FRAMED OPENING TRIM COLOR: REGAL WHITE TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME PROJECTION: 3'-0" PRIMARY AND SECONDARY STEEL PRIMER COLOR SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE ROOF PANEL CLIP TYPE: N/A RAKE EXTENSION GRAY BUILDING LINE TRIM COLOR: REGAL WHITE THERMAL BLOCKS: NO EPS FOAM SPACERS: NO BUILDING LINE TRIM COLOR: REGAL WHITE ROOF SHEETING TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME ROOF LINE TRIM. COLOR: REGAL WHITE TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME PROJECTION: 3'-0" WALL SHEETING PROJECTION: 3'-0" ROOF PANEL CLIP TYPE: N/A RAKE EXTENSION TYPE: R-PANEL, 26 GAGE, FINISH: BRITE RED EAVE EXTENSION ROOF INSULATION(NOT BY NBS). THICKNESS: R-11 (3 3/4") CRANE. (SEE CRANE PLAN FOR ADDITIONAL INFORMATION) 60x175 SHOP PRIMARY AND SECONDARY STEEL PRIMER COLOR GRAY ROOF SHEETING THERMAL BLOCKS: NO EPS FOAM SPACERS: NO BUILDING LINE TRIM COLOR: REGAL WHITE WALL CORNER TRIM. COLOR: REGAL WHITE ROOF LINE TRIM. COLOR: REGAL WHITE TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME WALL BASE TRIM. COLOR: REGAL WHITE WALL SHEETING PROJECTION: 3'-0" WALL INSULATION(NOT BY NBS). THICKNESS: R-30 (9 1/4") TYPE: R-PANEL, 26 GAGE, FINISH: BRITE RED EAVE EXTENSIONBUILDING OPTIONS ROOF INSULATION(NOT BY NBS). THICKNESS: R-11 (3 3/4") DOWNSPOUTS. COLOR: N/A WALL CORNER TRIM. COLOR: REGAL WHITE WALL BASE TRIM. COLOR: REGAL WHITE FRAMED OPENING TRIM COLOR: REGAL WHITE WALL INSULATION(NOT BY NBS). THICKNESS: R-30 (9 1/4") 06/29/2023 2'-0" 7'-6" 110.0 THE METAL BUILDING MANUFACTURER'S WALL PANELS ABOVE THE TOP OF THE MASONRY/CONCRETE WALLS MUST BE ATTACHED TO THE WALLS WITH A SPACING AS SHOWN. THE MASONRY/CONCRETE WALLS, AS WELL AS THE FASTENERS ATTACHING THE METAL BUILDING MANUFACTURER'S WALL PANELS TO THE MASONRY/CONCRETE WALLS ARE DESIGNED AND PROVIDED BY OTHERS (NOT BY THE METAL BUILDING MANUFACTURER). THE MASONRY/CONCRETE WALL IS SELF-SUPPORTING AND MUST BE DESIGNED TO SUPPORT THE LOADS AS SHOWN. BASE ANGLE SHOWN FOR REFERENCE. ACTUAL MEMBER TYPE AT THE TOP OF THE WALL MAY VARY. MBS WALL PANEL LOADS SELF-SUPPORTED WALL BY OTHERS (TOP OF SELF- SUPPORTED WALL) (FIRST GIRT ELEV. ABOVE WALL) PRESSURE OR SUCTION DUE TO WALL PANEL ONLY (PLF) FASTEN AT 3'-0" O.C. (FASTENERS NOT BY MBS) SELF-SUPPORTED WALL BY OTHERS MBS COLUMN MBS ZEE GIRT MBS GIRT CLIP WALL PANEL BASE TRIM NOT SHOWN ST D N B G GI R T S P A C I N G STEEL LINE AND OUTSIDE FACE OF WALL 8'-0" 13'-6" 110.0 THE METAL BUILDING MANUFACTURER'S WALL PANELS ABOVE THE TOP OF THE MASONRY/CONCRETE WALLS MUST BE ATTACHED TO THE WALLS WITH A SPACING AS SHOWN. THE MASONRY/CONCRETE WALLS, AS WELL AS THE FASTENERS ATTACHING THE METAL BUILDING MANUFACTURER'S WALL PANELS TO THE MASONRY/CONCRETE WALLS ARE DESIGNED AND PROVIDED BY OTHERS (NOT BY THE METAL BUILDING MANUFACTURER). THE MASONRY/CONCRETE WALL IS SELF-SUPPORTING AND MUST BE DESIGNED TO SUPPORT THE LOADS AS SHOWN. BASE ANGLE SHOWN FOR REFERENCE. ACTUAL MEMBER TYPE AT THE TOP OF THE WALL MAY VARY. MBS WALL PANEL LOADS SELF-SUPPORTED WALL BY OTHERS (TOP OF SELF- SUPPORTED WALL) (FIRST GIRT ELEV. ABOVE WALL) PRESSURE OR SUCTION DUE TO WALL PANEL ONLY (PLF) FASTEN AT 3'-0" O.C. (FASTENERS NOT BY MBS) SELF-SUPPORTED WALL BY OTHERS MBS COLUMN MBS ZEE GIRT MBS GIRT CLIP WALL PANEL BASE TRIM NOT SHOWN ST D N B G GI R T S P A C I N G STEEL LINE AND OUTSIDE FACE OF WALL C3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * BU I L D I N G S H E E T 2 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 4 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 +/- 0.18 Ground Snow Load: Enclosed obtained from the metal building manufacturer.provided by the metal building manufacturer shall be designed and detailed by others to accommodate the seismic story drifts.Seismic drift values may be ceilings and exterior wall systems have been designed to accommodate the seismic story drifts. Interior walls, partitions, ceilings or exterior wall systems not For Occupancy (Risk) Category I or II, IBC provisions indicate that single-story buildings shall have 'no drift limit' provided that interior walls, partitions, # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 ***Design wind pressures to be used for wall exterior component and cladding materials not provided by Nucor Building Systems. *Primary Structural Not Included distributed. When suspended sprinkler systems, lighting, HVAC equipment, Project Notes: loading conditions is determined per the specified building code. 0.114 the contract specified roof snow load, whichever is greater. This value, Pm, is only 3) **Pm is based on the minimum roof snow load calculated per building code or 20.00 1.00 the more critical effect of roof live load or roof snow load, as determined by the II - Standard Buildings 3.00 2) The design of structural members supporting gravity loads is controlled by these concentrated loads exceed 500 pounds (using the web mount detail) or applied in combination with the dead and collateral loads. Roof snow in other 35.00 Snow Cs applicable code. 20.00 significantly more than others.1.00 200 lbs (using the flange mount detail), or if individual members are loaded Roof Dead (PSF)*ceilings, etc., are suspended from roof members, consult the M.B.S. If 1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly 4.72 (115)/ (89) 3.25 1.00 3.00 4.00 Lean-to 32.35 0.114 3.25 +/- 0.18 Enclosed 35.00 1.00 3.00 3.00 3.50 60x175 Shop Base Shear (KIPS) Seismic Cs Seismic R GCpi Wind Enclosure Roof Snow **Pm (PSF) Roof Snow Ps (PSF) Snow Ct Secondary Collateral (PSF) Primary Collateral (PSF) Name NoUL90: CExposure: (31) / (-41)***C & C Pressures (PSF): Wind (MPH): (Vult) / (Vasd) Ord. Moment FrameOrd. Concentrically Braced FrameBasic SFRS: Equivalent Lateral Force ProcedureAnalysis Procedure: DSeismic Design Category: 1.00Seismic Imp. Factor Ie: DSite Class: (0.371) / (0.219)Seismic Sds/Sd1: Ss: 0.370 S1: 0.142Seismic Information: 1.00Snow Importance Factor, Is: 1.00Snow Exposure Factor, Ce: 50.00 PSF REDUCIBLE PER CODE 20.00 PSFRoof Live Load: MBMA Occupancy Class: IBC 2018Design Code: Building Loads: Rainfall Intensity:4.00 and possible building reinforcement. designed for any additional moment or catenary forces from the door. Any change to the information shown here will require an engineering investigation Framed openings have been designed to support wind load normal to the wall based on the standard building code criteria. Framed openings have not been 06/29/2023 PLANE IDENTIFICATION PLAN PART TAG: Job: (JOB NUMBER) Part: 95Z-15-P "P" PURLIN, "G" GIRT, "H" HEADER, OR "J" JAMB LOC: R01, R02, R03, R04 PLANE ID'S SHOWN HERE MAY VARY.SEE PLAN(S) OR ELEVATION(S) FOR PLANE ID Desc: - 9 1/2" - ZWeight: 64.07 Length: 201.5 T20U1 95Z-015-RP BUNDLE TAG: Nucor Buildings GroupWeight: 64.07Job Number: (Job Number)Job Name: (Job Name)Bundle #: PB19-3053 Tag: 1 of 1Weight 1942.4Fin: RP Part95Z-1595Z-2595C-10 Qty444 Length325.00325.00325.00 Type: 9 1/2"-"Z" "P" PURLIN, "G" GIRT, "H" HEADER, OR "J" JAMB Loc1 P G P PLANE ID'S SHOWN HERE MAY VARY.SEE PLAN(S) OR ELEVATION(S) FOR PLANE ID Loc2R01,W01,W01, R02,W02,W02, R03,W03,W03, R04W04W04 NBG PRIMARY MARK CONVENTIONECB-2 E = ENDWALLR = RIDGID FRAMEM = MISCELLANEOUSC = CRANEP = PORTAL C = COLUMNR = RAFTERB = BEAMP = PART COUNTER B = BUILT UPW = WIDE FLANGET = TUBEP = PIPEH = HOT ROLLEDC = COLD FORM SECONDARY MARK NUMBER CONVENTION80Z-1 DEPTH:80 = 8"95 = 9 1/2"12 = 12" COUNTER PROFILE:Z = ZEEC = CEES = STRUCTURAL EAVE STRUT MARK NUMBER CONVENTION80E1-1 DEPTH:80 = 8"95 = 9 1/2"12 = 12" E = EAVE STRUT COUNTER ROOF SLOPE:1 = 1:122 = 2:123 = 3:124 = 4:12 C4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * PL A N E I D E N T I F I C A T I O N P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 WALL PLANE:W08 ROOF PLANE:R01 Building 2 WA L L P L A N E : W0 1 WA L L P L A N E : W0 7 WA L L P L A N E : W0 3 WALL PLANE:W08 WALL PLANE:W02 WALL PLANE:W04 WA L L P L A N E : W0 5 WALL PLANE:W06 ROOF PLANE:R02 Building 1 06/29/2023 ANCHOR ROD PLAN GENERAL NOTESAN1: THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. AN2: METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH LOCAL SITE CONDITIONS. AN3: ANCHOR RODS, NUTS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AND CONCRETE/MASONRY EMBEDMENT PLATES ARE NOT BY THE METAL BUILDING MANUFACTURER. AN4: DRAWING IS NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION. AN5: THE ANCHOR ROD LOCATIONS PROVIDED BY THE METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN THAT SUFFICIENT EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR RODS IN THE DETAILS OF THE FOUNDATION DESIGN. AN6: THE ANCHOR ROD PLAN INDICATES WHERE THE ANCHOR RODS ARE TO BE PLACED AS WELL AS THE FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE ANCHOR ROD PATTERNS BE FOLLOWED. IF THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY – BEFORE CONCRETE IS PLACED. AN7: “SINGLE” CEE COLUMNS SHALL BE ORIENTED WITH THE “TOES” TOWARD THE LOW EAVE UNLESS NOTED OTHERWISE. AN8: ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF A CONCRETE NOTCH IS REQUIRED THEN THE REQUIRED DIMENSION SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. AN9: FINISHED FLOOR ELEVATION = 100’-0” AND BOTTOM OF BASE PLATES = 100’-0” UNLESS NOTED OTHERWISE. F1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * AN C H O R B O L T P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 ANCHOR ROD PLAN GENERAL NOTESAN1: THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. AN2: METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH LOCAL SITE CONDITIONS. AN3: ANCHOR RODS, NUTS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AND CONCRETE/MASONRY EMBEDMENT PLATES ARE NOT BY THE METAL BUILDING MANUFACTURER. AN4: DRAWING IS NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION. AN5: THE ANCHOR ROD LOCATIONS PROVIDED BY THE METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN THAT SUFFICIENT EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR RODS IN THE DETAILS OF THE FOUNDATION DESIGN. AN6: THE ANCHOR ROD PLAN INDICATES WHERE THE ANCHOR RODS ARE TO BE PLACED AS WELL AS THE FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE ANCHOR ROD PATTERNS BE FOLLOWED. IF THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY – BEFORE CONCRETE IS PLACED. AN7: “SINGLE” CEE COLUMNS SHALL BE ORIENTED WITH THE “TOES” TOWARD THE LOW EAVE UNLESS NOTED OTHERWISE. AN8: ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF A CONCRETE NOTCH IS REQUIRED THEN THE REQUIRED DIMENSION SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. AN9: FINISHED FLOOR ELEVATION = 100’-0” AND BOTTOM OF BASE PLATES = 100’-0” UNLESS NOTED OTHERWISE. F2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * AN C H O R B O L T D E T A I L S (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 0 : 5 7 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 PRIMARY FRAMING SHAKEOUT PLAN 6 A A 7 10 D D E E 1 3 4 8 9 C C B B C C SHAKEOUT PLAN GENERAL NOTESSH1: PLACE WELDED METAL TAGGED END OF RAFTER TOWARD LOW EAVE.RAFTERS CENTERED ON RIDGE: IF NOT SYMMETRICAL, "*" INDICATES THE TAGGED END.OTHERWISE, THEY ARE SYMMETRICAL AND CAN BE ORIENTED EITHER DIRECTION.REFERENCE CROSS SECTIONS FOR ORIENTATION OF INTERIOR COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * PR I M A R Y F R A M I N G S H A K E O U T P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 0 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 CA=CABLE BRACING RD=ROD BRACING CODE DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 1 1/8'' 10 1 1/4'' RCB-3 RD 0 5 - 2 RR B - 6 RCB-15 25'-0 RD05-4 SKP-1 80S075 30 ' - 0RD 0 5 - 3 30 ' - 0 ECW-4 RCB-12 RR B - 3 MX B - 4 MX B - 2 RD05-3 MX B - 3 MX B - 3 175'-0 11 2 ' - 0 SKP-1 80S075 MX B - 3 RD 0 5 - 2 RR B - 7 RCB-13 MX B - 3 30 ' - 0 26 ' - 0 RR B - 3 RCB-2 RR B - 7RD05-6MX B - 1 RCB-14 MX B - 3 RCB-10 MX B - 3 RR B - 4 RCB-4 ECW-3 RD05-2 RD 0 5 - 1 RD05-2 RD 0 5 - 2 RD 0 5 - 3 RCB-6 RR B - 5 RCB-8 RD05-3 RR B - 3 RR B - 2 RR B - 4 RCB-11RCB-5 SKP-1 80S075 26 ' - 0 ECW-1 RR B - 1 RR B - 2 RCB-3 RR B - 4 RR B - 5 RD 0 5 - 4 RR B - 3 RD05-2 MX B - 2 MX B - 2 SKP-1 80S075 SKP-1 80S075 RCB-9 RR B - 3 RCB-11RCB-7 RR B - 3 ECW-2 RR B - 1 RD 0 5 - 2 MX B - 3 MX B - 2 RD05-1 RD05-2 RR B - 4 RCB-1 MX B - 2 MX B - 2 RD 0 5 - 5 RD 0 5 - 7 RD 0 5 - 6 RD05-7 RD05-5 RCB-16 RR B - 6 MX B - 4 MX B - 3 MX B - 1 25'-0 26 ' - 0 11 2 ' - 0 25'-025'-025'-025'-025'-0 26 ' - 0 30 ' - 0 06/29/2023 RIGID CROSS SECTION AT LINE 1 F11 C B A TO P O F B R A C K E T TO P O F B R A C K E T TO P O F R A I L TO P O F R A I L CTR OR RAIL TO CTR OF RAIL MEMBER SIZE TABLE FRAME CROSS SECTION GENERAL NOTESFN1: FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHAKEOUT PLAN. FN2: (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME. FN3: IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. FN4: FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE END FRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. FN5: "*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.FN6: RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. FN7: " " INDICATES FBL01 AND FBN01 CLIPS ARE REQUIRED. REFERENCE FLANGE BRACE DETAILS. FN8: THE METAL TAG IS WELDED TO THE LONG SIDE OF PIPE & TUBE COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. NAME ASSEMBLY 0.28 E2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * RI G I D C R O S S S E C T I O N A T L I N E 1 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 0 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 FLANGE OUTSIDE 31.04 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 THICK WEB 29.00 LENGTH WEB DEPTH WEB STARTING DEPTH WEB ENDING FLANGE INSIDE 1 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 29.00 10.00 X 0.50 0.22 105.17 29.00 29.00 2 10.00 X 0.38 0.16 158.19 28.00 28.00 10.00 X 0.38 3 10.00 X 0.38 0.16 311.63 28.00 28.00 10.00 X 0.38 0.19 176.75 28.00 34.98 10.00 X 0.38 4 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 0.25 40.52 29.00 29.00 10.00 X 0.50 0.22 151.87 29.00 29.00 5 ---------W10X22 ------ NOTE: UNITS ARE DECIMAL INCH. SPLICE BOLT TABLE SPLICE BOLTS DESCRIPTION BOLT #NUT #CLEAR TO F.F.PLATE SIZE PLATE SIZE A (16) 3/4" X 3" A325 H0633 H0320 25'-0 7/8 10" X 5/8 10" X 5/8 B (8) 5/8" X 2 1/4" A325 H0610 H0310 25'-11 9/16 10" X 3/8 10" X 3/8 C (16) 5/8" X 2 1/4" A325 H0610 H0310 28'-11 3/8 10" X 1/2 10" X 1/2 3'-0 A FBC38 2'-013/16 4'-6 FBF-5 3'-01/8 EXT. EAVE F B F - 2 3'-0 1/8 4'-6 4'-6 4'-6 4'-6 4'-62'-013/16 66'-23/4 5' - 0 4' - 6 B C AD0070 5 1 2 3 4 EXT. EAVE F B C 4 8 1'-4 4'-64'-6 2'-07/8 4' - 6 F B F - 1 F B C 4 8 12 F B C 4 8 F B C 4 8 1 19 ' - 1 1 15 /16 4'-6 FBC38 FBC38 FBF-5 FBC38 19 ' - 1 1 15 /16 22 ' - 3 22 ' - 3 52'-0 3'-0 3'-2 4'-6 4'-6 3' - 6 6' - 6 6' - 0 7' - 6 28 ' - 0 3' - 6 6' - 6 6' - 0 7' - 6 33 ' - 0 2' - 0 81'-71'-78 3'-2 3/1626'-9 13/1626'-9 13/163'-2 3/16 60'-0 2' - 0 2' - 0 06/29/2023 RIGID CROSS SECTION AT LINE 3 F11 E C AC TO P O F B R A C K E T CTR OF RAIL TO CENTER OF RAIL TO P O F R A I L TO P O F R A I L TO P O F B R A C K E T --- FLANGE INSIDE H0603 FRAME CROSS SECTION GENERAL NOTESFN1: FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHAKEOUT PLAN. FN2: (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME. FN3: IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. FN4: FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE END FRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. FN5: "*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.FN6: RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. FN7: " " INDICATES FBL01 AND FBN01 CLIPS ARE REQUIRED. REFERENCE FLANGE BRACE DETAILS. FN8: THE METAL TAG IS WELDED TO THE LONG SIDE OF PIPE & TUBE COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. FLANGE OUTSIDE FLANGE OUTSIDE E3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * RI G I D C R O S S S E C T I O N A T L I N E 3 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 0 4 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 NAME ASSEMBLY NAME ASSEMBLY # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 LENGTH WEB MEMBER SIZE TABLE THICK WEB DEPTH WEB STARTING DEPTH WEB ENDING FLANGE INSIDE THICK WEB LENGTH WEB DEPTH WEB STARTING DEPTH WEB ENDING 1 5.00 X 0.25 0.15 166.95 12.00 12.00 5.00 X 0.25 7 ---------W8X18 --- 2 8.00 X 0.38 0.16 239.02 27.00 28.00 8.00 X 0.31 8 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 0.16 201.84 13.03 27.00 8.00 X 0.31 0.28 31.04 29.00 29.00 10.00 X 0.50 3 8.00 X 0.38 0.16 179.12 27.97 16.03 8.00 X 0.31 0.22 105.17 29.00 29.00 4 10.00 X 0.38 0.16 158.19 28.00 28.00 10.00 X 0.38 5 10.00 X 0.38 0.16 311.63 28.00 28.00 10.00 X 0.38 0.19 176.75 28.00 34.98 10.00 X 0.38 H0610F 6 10.00 X 0.50 28'-11 3/8 0.22 192.00 10" X 3/8 18.00 29.00 10.00 X 0.50 10" X 1/2 0.25 40.52 29.00 29.00 10.00 X 0.50 0.22 151.87 29.00 29.00 NOTE: UNITS ARE DECIMAL INCH. SPLICE BOLT TABLE SPLICE BOLTS DESCRIPTION BOLT #NUT #CLEAR TO F.F.PLATE SIZE PLATE SIZE A (4) 1/2" X 2" A325 H0300 21'-11 3/8 6" X 3/8 N/A B (16) 3/4" X 3" A325 H0633 H0320 22'-5 1/8 8" X 1/2 8" X 1/2 C (6) 5/8" X 2 1/4" A325 H0610 H0310 26'-2 7/8 8" X 1/4 N/A D (16) 3/4" X 3" A325 H0633 H0320 25'-0 7/8 10" X 5/8 10" X 5/8 E (8) 5/8" X 2 1/4" A325 H0610 H0310 25'-11 9/16 10" X 3/8 (16) 5/8" X 2 1/4" A325 H0310 10" X 1/2 22 ' - 8 F B C 4 8 F B C 4 8 3 1 1'-1 7/16 1 7 12 3'-2 8' - 0 19 ' - 1 1 15 /16 2' - 0 F B F - 4 11@4'-6 F B C 4 8 8 F B C 4 6 2' - 0 (2)FBC38F B C 4 6 3'-01/8 8' - 0 8 D C 5 6 4 1'-7 A AD0070 E 33 ' - 0 52'-0 6' - 0 8 112'-0 1'-0 1/2 F FBC38 14@3'-3 3'-0 22 ' - 3 FBF-6 F B C 4 8 66'-23/4 B 2 12 1 EXT. EAVE FBC38EXT. EAVE 2'-07/8 F B C 4 8 55'-25/16 2'-43/16 ( 2 ) F B C 5 2 ( 2 ) F B C 4 8 F B F - 3 F B C 4 8 F B C 4 8 3'-0 22 ' - 3 4'-41/8 FBC38 FBF-5 FBC38 3' - 2 13 ' - 6 5' - 0 3' - 6 6' - 6 4' - 6 6' - 0 7' - 6 1 1'-7 53'-829'-224'-10 9/16 3'-2 2@2'-013/163'-01/8 3'-0 19 ' - 1 1 15 /16 1'-4 06/29/2023 RIGID CROSS SECTION AT LINE 4 C AED TO P O F B R A C K E T TO P O F R A I L TO P O F B R A C K E T TO P O F R A I L CTR OF RAIL TO CTR OF RAIL 12.00 NAME ASSEMBLY NAME ASSEMBLY FRAME CROSS SECTION GENERAL NOTESFN1: FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHAKEOUT PLAN. FN2: (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME. FN3: IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. FN4: FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE END FRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. FN5: "*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.FN6: RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. FN7: " " INDICATES FBL01 AND FBN01 CLIPS ARE REQUIRED. REFERENCE FLANGE BRACE DETAILS. FN8: THE METAL TAG IS WELDED TO THE LONG SIDE OF PIPE & TUBE COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. MEMBER SIZE TABLE E4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * RI G I D C R O S S S E C T I O N A T L I N E 4 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 0 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 THICK WEB 0.22 FLANGE OUTSIDE 40.52 0.15 LENGTH WEB DEPTH WEB STARTING DEPTH WEB ENDING FLANGE INSIDE FLANGE OUTSIDE THICK WEB LENGTH WEB DEPTH WEB STARTING DEPTH WEB ENDING FLANGE INSIDE 1 5.00 X 0.25 166.95 12.00 5.00 X 0.25 0.22 7 --------- 29.00 W8X18 ------ 2 8.00 X 0.38 0.16 29.00 239.02 27.00 28.00 8.00 X 0.31 28.00 8 10.00 X 0.50 0.22 192.00 18.00 0.16 29.00 10.00 X 0.50 0.16 201.84 13.03 27.00 8.00 X 0.31 0.28 31.04 29.00 29.00 10.00 X 0.50 3 8.00 X 0.38 0.16 179.12 27.97 16.03 8.00 X 0.31 0.22 105.17 29.00 29.00 4 10.00 X 0.38 0.16 158.19 28.00 28.00 10.00 X 0.38 5 10.00 X 0.38 311.63 28.00 10.00 X 0.38 0.19 176.75 28.00 34.98 10.00 X 0.38 6 10.00 X 0.50 192.00 18.00 29.00 10.00 X 0.50 0.25 29.00 10.00 X 0.50 151.87 29.00 NOTE: UNITS ARE DECIMAL INCH. SPLICE BOLT TABLE SPLICE BOLTS DESCRIPTION BOLT #NUT #CLEAR TO F.F.PLATE SIZE PLATE SIZE A (4) 1/2" X 2" A325 H0603 H0300 21'-11 3/8 6" X 3/8 N/A B (16) 3/4" X 3" A325 H0633 H0320 22'-5 1/8 8" X 1/2 8" X 1/2 C (6) 5/8" X 2 1/4" A325 H0610 H0310 26'-2 7/8 8" X 1/4 N/A D (16) 3/4" X 3" A325 H0633 H0320 25'-0 7/8 10" X 5/8 10" X 5/8 E (8) 5/8" X 2 1/4" A325 H0610 H0310 25'-11 9/16 10" X 3/8 10" X 3/8 F (16) 5/8" X 2 1/4" A325 H0610 H0310 28'-11 3/8 10" X 1/2 10" X 1/2 1 26'-8 C3 4 ( 2 ) F B C 5 2 F B C 4 6 1'-78 81'-7 F B F - 3 (2)FBC38 3'-0 FBC38 11@4'-6 53'-8 5' - 0 112'-0 8 ( 2 ) F B C 4 8 FBF-5 F B C 4 8 55'-25/16 24'-10 9/16 F B C 4 8 19 ' - 1 1 15 /16 2'-43/16 2 22 ' - 3 E F B C 4 8 F B C 4 8 1'-4 1 F B C 4 8 3'-0 12 12 1 D F A B F B C 4 8 AD0070 5 6 7 EXT. EAVE EXT. EAVE 3' - 2 2'-07/8 F B C 4 8 F B C 4 6 F B F - 4 3'-01/8 8' - 0 66'-23/4 3'-0 19 ' - 1 1 15 /16 2' - 0 FBC38 FBC38 33 ' - 0 FBC38 FBF-6 3' - 6 6' - 6 4' - 6 6' - 0 7' - 6 6' - 0 13 ' - 6 22 ' - 8 8' - 0 1'-0 1/21 2' - 0 22 ' - 3 52'-0 3'-01/8 1'-43'-2 2@2'-013/163'-01/8 14@3'-3 3'-22'-61'-1 7/16 06/29/2023 RIGID CROSS SECTION AT LINE 6 C A CTR OF RAIL TO CTR OR RAIL TO P O F B R A C K E T TO P O F R A I L TO P O F B R A C K E T TO P O F R A I L DEPTH WEB STARTING 1 FRAME CROSS SECTION GENERAL NOTESFN1: FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHAKEOUT PLAN. FN2: (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME. FN3: IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. FN4: FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE END FRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. FN5: "*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.FN6: RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. FN7: " " INDICATES FBL01 AND FBN01 CLIPS ARE REQUIRED. REFERENCE FLANGE BRACE DETAILS. FN8: THE METAL TAG IS WELDED TO THE LONG SIDE OF PIPE & TUBE COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. 105.17 FLANGE OUTSIDE 10.00 X 0.50 E5 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * RI G I D C R O S S S E C T I O N A T L I N E 6 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 0 8 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 10.00 X 0.38 10" X 5/8NAME ASSEMBLY 0.22 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 THICK WEB 29.00 MEMBER SIZE TABLE 192.00 LENGTH WEB DEPTH WEB ENDING FLANGE INSIDE 18.00 29.00 10.00 X 0.50 0.28 31.04 29.00 10.00 X 0.50 0.22 29.00 29.00 2 10.00 X 0.38 0.16 158.19 28.00 28.00 10.00 X 0.38 3 10.00 X 0.38 0.16 311.63 28.00 28.00 0.19 176.75 28.00 34.98 10.00 X 0.38 4 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 0.25 40.52 29.00 29.00 10.00 X 0.50 0.22 151.87 29.00 29.00 NOTE: UNITS ARE DECIMAL INCH. SPLICE BOLT TABLE SPLICE BOLTS DESCRIPTION BOLT #NUT #CLEAR TO F.F.PLATE SIZE PLATE SIZE A (16) 3/4" X 3" A325 H0633 H0320 25'-0 7/8 10" X 5/8 B (8) 5/8" X 2 1/4" A325 H0610 H0310 25'-11 9/16 10" X 3/8 10" X 3/8 C (16) 5/8" X 2 1/4" A325 H0610 H0310 28'-11 3/8 10" X 1/2 10" X 1/2 52'-0 3'-23'-2 2'-07/8 F B C 4 8 4' - 6 FBC38 C FBC38 5' - 0 ( 2 ) F B C 5 2 5' - 0 19 ' - 1 1 15 /16 2' - 0 8 ( 2 ) F B C 4 8 2' - 0 5' - 0 3'-01/8 1'-7 12 1 A B 1 2 3 4 EXT. EAVE EXT. EAVE 2@2'-013/16 1'-43'-2 3'-01/8 66'-23/4 4' - 6 6' - 0 F B C 4 8 F B C 4 8 F B C 4 8 8 22 ' - 3 60'-0 (2)FBC38 FBC38 19 ' - 1 1 15 /16 FBC38 (2)FBC38 3' - 6 1' - 6 6' - 0 7' - 6 28 ' - 0 3' - 6 1' - 6 7' - 6 33 ' - 0 1'-7 53'-8 11@4'-6 22 ' - 3 3'-0 3'-0 06/29/2023 RIGID CROSS SECTION AT LINE 10 C B A CTR OF RAIL TO CTR OF RAIL TO P O F R A I L TO P O F B R A C K E T TO P O F R A I L TO P O F B R A C K E T 2 MEMBER SIZE TABLE FRAME CROSS SECTION GENERAL NOTESFN1: FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHAKEOUT PLAN. FN2: (2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME. FN3: IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. FN4: FOR EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE END FRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. FN5: "*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.FN6: RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED. FN7: " " INDICATES FBL01 AND FBN01 CLIPS ARE REQUIRED. REFERENCE FLANGE BRACE DETAILS. FN8: THE METAL TAG IS WELDED TO THE LONG SIDE OF PIPE & TUBE COLUMNS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. NAME ASSEMBLY 0.28 E6 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * RI G I D C R O S S S E C T I O N A T L I N E 1 0 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 1 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 FLANGE OUTSIDE 31.04 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 THICK WEB 29.00 LENGTH WEB DEPTH WEB STARTING DEPTH WEB ENDING FLANGE INSIDE 1 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 29.00 10.00 X 0.50 0.22 105.17 29.00 29.00 10.00 X 0.38 0.16 158.19 28.00 28.00 10.00 X 0.38 3 10.00 X 0.38 0.16 311.63 28.00 28.00 10.00 X 0.38 0.19 176.75 28.00 34.98 10.00 X 0.38 4 10.00 X 0.50 0.22 192.00 18.00 29.00 10.00 X 0.50 0.25 40.52 29.00 29.00 10.00 X 0.50 0.22 151.87 29.00 29.00 5 ---------W10X22 ------ NOTE: UNITS ARE DECIMAL INCH. SPLICE BOLT TABLE SPLICE BOLTS DESCRIPTION BOLT #NUT #CLEAR TO F.F.PLATE SIZE PLATE SIZE A (16) 3/4" X 3" A325 H0633 H0320 25'-0 7/8 10" X 5/8 10" X 5/8 B (8) 5/8" X 2 1/4" A325 H0610 H0310 25'-11 9/16 10" X 3/8 10" X 3/8 C (16) 5/8" X 2 1/4" A325 H0610 H0310 28'-11 3/8 10" X 1/2 10" X 1/2 2' - 0 6' - 0 2' - 0 FBC38 3'-2 3/16 8 3' - 6 6' - 6 5' - 0 FBF-5 F B F - 2 3'-01/8 52'-0 1 26'-9 13/16 A 26'-9 13/16 3'-2 3/16 22 ' - 3 7' - 6 FBF-5 B C AD0070 1 2 3 4 5 EXT. EAVE EXT. EAVE 28 ' - 0 12 F B F - 1 F B C 4 8 F B C 4 8 F B C 4 8 F B C 4 8 19 ' - 1 1 15 /16 6' - 6 8 3' - 6 4' - 6 7' - 6 22 ' - 3 6' - 0 FBC38 3'-01/81'-4 FBC38 FBC38 3'-2 11@4'-6 2@2'-013/162'-0 7/8 19 ' - 1 1 15 /16 3'-0 3'-0 33 ' - 0 4' - 6 66'-23/4 1'-7 1'-7 60'-0 2' - 0 06/29/2023 CRANE PLAN 1 1 4 4 7 7 A A 6 6 3 3 8 8 9 9 10 10 C C B B C C CT R T O C T R O F R A I L CODE FUTURE CRANE SYSTEMS. BUILDING AND DOES NOT APPLY TOCRANE SYSTEMS SUPPLIED WITH THIS UNSTABLE. THIS APPLIES ONLY TO BRACES INSTALLED, THE BUILDING IS CRANE SYSTEM AND THE CBA- ANGLE SYSTEM FOR STABILITY. WITHOUT THE THE BUILDING RELIES ON THE CRANE AT THE TIME OF BUILDING ERECTION. AND ATTACHED TO THE CRANE SYSTEMINSTALLED ON THE FRAME COLUMNS THE CBA- ANGLE BRACES MUST BE CRANE PLAN GENERAL NOTESCP1: "*" INDICATES TAGGED END OF BEAM. CP2: FOR CRANE DETAILS REFERENCE AH____ DETAILS. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E7 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * CR A N E P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 1 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 1 1/8'' REQUIREMENTS.4) SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS FOR HOOK BOLT OR SLIDING CLAMP REQUIREMENTS. SAFE, OPERATING CONDITION. REFER TO CMAA OR AISC GUIDELINES FOR PERIODIC MAINTENANCE REQUIRED BY BUILDER OR THE BUILDING OWNER TO ENSURE THAT THE CRANE SYSTEM REMAINS IN MAINTENANCE INCLUDING BUT NOT LIMITED TO, TIGHTENING OF BOLTS AND NUTS MUST BE DONE AS 3) PERIODIC MAINTENANCE IS REQUIRED. DUE TO THE NATURE OF THE CRANE SYSTEM, THE CRANE. REFER TO CMAA OR AISC GUIDELINES FOR FURTHER INSTALLATION REQUIREMENTS.OPPOSITE RUNWAY BEAMS FOR THE CRANE AISLE ARE STAGGERED WITH RESPECT TO THE WHEEL BASE OF 2) FOR TOP RUNNING CRANE SYSTEMS, CRANE RAIL SPLICES MUST BE ARRANGED SO THAT JOINTS ON TRADES ASSOCIATED WITH THE BUILDING SYSTEM. THE BUYER SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS WITH OTHER CLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE CRANE SYSTEMS HAVE BEEN SHOWN. AND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOTED IN THESE GENERAL NOTES. NECESSARY 1) COORDINATION OF OTHER TRADES: SUPPORTS AND BRACING FOR THE CRANE SYSTEM SHALL BE PROVIDED CA=CABLE BRACING RD=ROD BRACING DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 10 1 1/4'' RCB-11 RCB-1 CBA-1 RCB-3 25'-0 30 ' - 0 25'-0 RCB-8 RCB-2 RCB-4 25'-0 CBW-1 25'-0 RCB-9 RCB-14 52 ' - 0 CBA-1 CBA-1 CBA-1 10 - T O N T R S G CBA-1 25'-0 RCB-6 ECW-1 10 - T O N T R S G 25'-0 25'-0 60 ' - 0 CBW-2 RCB-5 CBW-2 CBW-2 CBA-1 ECW-2 RCB-3 CBA-1 CBA-1 CBA-1 CBA-1 CBA-1 CBA-1CBA-1 175'-0 CBA-1CBA-1CBA-1 CBW-1 CBW-2 CBW-2 CBW-2 CBW-2 CBW-1 CBW-2CBW-2CBW-2CBW-1 RCB-7 RCB-10 RCB-11 RCB-12 RCB-13 175'-0 25'-0 25'-025'-025'-0 25'-025'-025'-0 30 ' - 0 30 ' - 0 60 ' - 0 30 ' - 0 06/29/2023 ROOF FRAMING PLAN B B 10 10 4 4 1 1 3 3 6 6 7 7 8 8 9 9 C C A A 95E1-6 95Z-2 Mark 95C-3 ROOF SECONDARY GENERAL NOTESRN1: PURLIN AND EAVE STRUT BOLT CONN. REQUIREMENTS: A307 & A325 BOLTS ARE USEDREFER TO DETAILS FOR SPECIFIC LOCATIONS. RN2: SEE CROSS SECTIONS FOR MAIN FRAME FLANGE BRACING. RN3: INDICATES NESTED PURLIN. SEE DETAIL BM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Profile 95C089 E8 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SH O P R O O F F R A M I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 1 8 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Part Sizes Mark Profile Mark Profile 95C-1 95C075 95E1-4 95E1099 95Z-7 95Z067 95C-2 95C060 95E1-5 95E1060 95Z-8 95Z067 95E1060 95Z-9 95Z067 95C-4 95C067 95E1-7 95E1060 95Z-10 95Z067 95C-5 95C089 95Z-1 95Z075 95Z-11 95Z067 95C-6 95C067 95Z075 95Z-12 95Z075 95C-7 95C060 95Z-3 95Z075 95Z-13 95Z075 95E1-1 95E1060 95Z-4 95Z075 95Z-14 95Z075 95E1-2 95E1060 95Z-5 95Z075 95Z-19 95Z089 95E1-3 95E1060 95Z-6 95Z075 CA=CABLE BRACING RD=ROD BRACING CODE DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 1 1/8'' 10 1 1/4'' 95Z-4 25'-0 EX T . EA V E D1 95Z-4 95Z-14 95Z-11 (2)PBX-7 D3 D1 D1 D1 95Z-10 95E1-7 95E1-6 95E1-3 175'-0 95E1-4 95 C - 1 1 S6 95Z-14 LAP TYP. U.N.O. 3'-0" - 3'-0" 95Z-10 95Z-10 S5 D2 S2S3 95Z-10 S2 95Z-5 D2 S3 S3 S6 D1 D2 EXT. RAKE S1 95Z-2 95Z-6 S5 95Z-8 95Z-8 SHOWN 95E1-6 95C-4 (2)PBX-5 D3 ACTUAL 95E1-6 95Z-8 S4 95Z-2 95Z-7 95Z-4 D2 95Z-14 95Z-4 95Z-14 95Z-4 95E1-6 95Z-14 95Z-4 D1 95E1-6 95Z-10 95Z-11 95Z-7 95Z-11 95Z-9 S1 PBX-2 95Z-10 95Z-8 95Z-3 95Z-10 95Z-10 95Z-2 S5 D2 95Z-10 D2 S6 95Z-10 95Z-8 95Z-11 LAP TYP. U.N.O. 3'-0" - 3'-0" 95Z-4 30 ' - 0 95Z-11 95Z-10 95Z-14 95Z-10 LAP TYP. U.N.O. 3'-6" - 3'-6" 95Z-10 25'-0 95Z-11 95E1-3 95Z-8 D1 95Z-10 D1 95Z-8 95Z-8 95Z-10 95E1-6 S3 SHORTENED MARKS 95Z-14 D3 95Z-13 D1 95Z-10 95Z-4 95Z-9 25'-0 95Z-11 95Z-10 95Z-11 95Z-10 95Z-10 95Z-11 95Z-10 D1 175'-0 95E1-2 95E1-3 95E1-5 95E1-7 95E1-1 95E1-3 95E1-6 95E1-6 D2 S2 S3 S2 D3 D1 D1 D1 95Z-11 D2 D2 3' - 0 95C-7 95Z-8 95C-695C-695C-695C-695C-2 25'-0 95 C - 1 1 25'-0 95Z-1 95 C - 1 0 95Z-12 95 C - 1 0 95Z-12 EX T . EA V E EXT. RAKE 95Z-9 25'-0 95Z-14 D1 D2 S4 D1 95Z-8 D1 D1 D1 25'-025'-0 30 ' - 0 S4 95Z-4 25'-0 95C-1 95C-3 95C-5 95C-5 95C-5 95C-5 95C-1 PBX-8 D3 D1 PB915 3' - 0 (2)PB954 25'-0 60 ' - 0 D1 LAP TYP. U.N.O. 3'-0" - 3'-0" 3'-0 95Z-4 95Z-10 95Z-4 95Z-8 95Z-8 95Z-8 95Z-10 95Z-10 95Z-10 95Z-10 95Z-10 95Z-10 95Z-10 95Z-9 95Z-10 95Z-10 95Z-10 95Z-10 95Z-9 95Z-9 95Z-10 95Z-10 95Z-10 95Z-11 95Z-11 95Z-10 95Z-14 95Z-14 95Z-10 95Z-11 95Z-10 95Z-14 95Z-10 95Z-9 95Z-2 D2 D1 S1 S2 PB933 PBX-3 PBX-4 LAP TYP. U.N.O. 3'-6" - 3'-6" LAP TYP. U.N.O. 3'-0" - 3'-0" 3'-0 25'-025'-025'-0 25'-0 06/29/2023 ROOF FRAMING PLAN C C 2 5 E E D D C C 95Z089 95E1060 ROOF SECONDARY GENERAL NOTESRN1: PURLIN AND EAVE STRUT BOLT CONN. REQUIREMENTS: A307 & A325 BOLTS ARE USEDREFER TO DETAILS FOR SPECIFIC LOCATIONS. RN2: SEE CROSS SECTIONS FOR MAIN FRAME FLANGE BRACING. RN3: INDICATES NESTED PURLIN. SEE DETAIL BM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Part Sizes E9 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * LE A N - T O R O O F F R A M I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 Mark # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Profile Mark Profile 95C-1 95C075 95Z-16 95Z089 95C-3 95C089 95Z-17 95Z089 95C-5 95C089 95Z-18 95Z089 95C-8 95C089 95Z-19 95Z089 95E1-1 95E1060 95E1-3 95E1060 95E1-4 95E1099 95E1-6 95E1060 95E1-7 95Z-15 CA=CABLE BRACING RD=ROD BRACING CODE DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 1 1/8'' 10 1 1/4'' 95Z-15 95Z-19 95Z-19 95E1-6 1'-4 95Z-19 95E1-1 26 ' - 0 95Z-19 52 ' - 0 52 ' - 0 1'-4 95Z-17 95Z-18 95E1-7 EX T . EA V E 26 ' - 0 95C-8 95 C - 9 95 C - 9 EXT.RAKE EXT. RAKE 95Z-19 95Z-19 95Z-19 95Z-19 95Z-19 26 ' - 0 95Z-19 95Z-19 95Z-19 95Z-19 95Z-19 95Z-16 25'-0 27'-8 26 ' - 0 3'-0 3'-0 3' - 0 06/29/2023 ENDWALL FRAMING ELEVATION AT LINE @ LEW BLDG 1 CBA Profile # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 80Z060 WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. 1 E1 0 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L F R A M I N G E L E V A T I O N A T L I N E 1 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 1 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 Mark Part Sizes 08Z105 80C-3 80C067 80C-4 80C089 80S-1 80S105 80Z-1 80Z060 80Z-2 80Z060 80Z-3 80Z105 80Z-4 80Z105 80Z-5 80Z-6 80Z105 80 C - 1 0 WIDTH 80C-1 80Z-4 80Z-6 21'-0'' 80 C - 1 1 80 C - 7 80 C - 8 80 C - 7 4'-0 7' - 6 6'-0'' 80Z-1 80Z-3 33 ' - 0 80Z-2 8'-0 18'-0 80C-9 (80C060) 80C-5 (80C089) 80Z-2 DRUM SUPPORT 1 SILL SILL HEIGHT 80C-5 (80C089) 80C-3 80C-3 80S-1 80 C - 7 80 C - 8 80 C - 1 3 80 C - 8 FRAMED OPENING TABLE 80 C - 1 4 80 C - 7 80 C - 8 80C-9 (80C060) 80 C - 1 0 80 C - 1 2 22 1 1 RC B - 1 RC B - 2 80C-1 EC W - 2 80C-1 80Z-1 80Z-1 8'-0 80Z-1 80Z-5 80Z-5 80Z-3 80Z-6 80C-4 80C-1 MARK HEIGHT HEADER LEFT JAMB RIGHT JAMB FIELD LOCATED 3'-6''Y 2 18'-0''18'-0''80C-6 (80C060)N 5' - 0 3' - 6 3' - 6 1' - 6 6' - 0 6' - 0 18'-04'-0 60'-0 30'-030'-0 60'-0 2' - 0 28 ' - 0 06/29/2023 SIDEWALL FRAMING ELEVATION AT LINE @ FSW BLDG 1 4 961378 10 Part Sizes E1 1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L F R A M I N G E L E V A T I O N A T L I N E C (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 80Z075 WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Mark 80Z-22 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Profile 80Z075 Mark Profile 80C-15 80C075 80Z-14 80Z089 80C-16 80C089 80Z-15 80Z060 80C-17 80C075 80Z-16 80Z060 80Z-7 80Z099 80Z-17 80Z060 80Z-8 80Z089 80Z-18 80Z060 80Z-9 80Z089 80Z-19 80Z067 80Z-10 80Z089 80Z-20 80Z060 80Z-11 80Z089 80Z-21 80Z075 80Z-12 80Z-13 80Z075 CA=CABLE BRACING RD=ROD BRACING CODE DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 1 1/8'' 10 1 1/4'' DRUM SUPPORT LAP TYP. U.N.O. 1'-3" - 1'-3" FIELD LOCATEDWIDTH 4'-0 RD10-2 1' - 0 LEFT JAMB RD10-2 RD10-1 80Z-8 80Z-10 80Z-9 LAP TYP. U.N.O. 1'-3" - 1'-3" 80C-17 2 RC B - 1 2 80 C - 2 4 Y 80 C - 2 9 80C-18 (80C060)16'-0'' 16'-0 HEIGHT 25'-0 MARK 14'-0'' 80Z-20 EPT-1 P8.188 1 3 18'-0'' 80Z-20 9'-012'-0 RC B - 1 80Z-7 80C-25 (80C060) 80Z-17 80Z-17 RC B - 1 0 80Z-11 4 80Z-15 80Z-13 3 HEADER 6'-0'' 2' - 0 28 ' - 0 23'-8 25'-0 80C-25 (80C060) 7'-6 80 C - 2 4 RD 1 0 - 1 1'-6 RD 1 0 - 1 28 ' - 0 80C-22 (80C060) 80C-23 (80C060) 80C-20 (80C060)N RC B - 6 EPT-1 P8.188 SILL SILL HEIGHT 25'-0 27 ' - 0 RC B - 3 RC B - 1 3 1 6'-0'' 80C-16 80C-1680C-15 80 C - 2 1 80 C - 2 1 80 C - 2 4 80 C - 2 9 80 C - 2 4 N RD10-2 RD10-1 RD10-2 4 3 3 RC B - 3 RC B - 8 80Z-15 Y 123'-8 3'-6'' 80Z-22 80C-22 (80C060) 80Z-21 80Z-18 80Z-18 80Z-1980Z-17 80Z-1580Z-11 80Z-12 80Z-16 80Z-14 80Z-9 FRAMED OPENING TABLE RIGHT JAMB 80C-19 (80C060) 2 3'-6''80C-23 (80C060)21'-0'' 21'-0'' 12'-0''80C-28 (80C060)80C-26 (80C067)80C-27 (80C067) LAP TYP. U.N.O. 1'-3" - 1'-3" 27 ' - 0 1'-41'-4 25'-025'-025'-025'-025'-0 175'-0 28 ' - 0 06/29/2023 ENDWALL FRAMING ELEVATION AT LINE @ REW BLDG 1 C B A Part Sizes WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E1 2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L F R A M I N G E L E V A T I O N A T L I N E 1 0 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 5 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Mark Profile 80C-3 80C067 80C-4 80C089 80S-1 80S105 80S-2 80S120 80Z-1 80Z060 80Z-5 80Z060 80Z-6 80Z105 80Z-23 80Z089 80Z-24 80Z105 1' - 6 80 C - 1 0 N FIELD LOCATED 80C-1 6' - 0 FRAMED OPENING TABLE 2' - 0 MARK WIDTH 6' - 0 SILL SILL HEIGHT 60'-0 RIGHT JAMB 60'-0 80S-1 80Z-6 18'-0 80Z-1 21'-0'' HEADER 80Z-5 Y 2 80Z-2380Z-23 3' - 6 80C-3 80C-4 80 C - 7 80 C - 8 80 C - 1 0 80 C - 1 2 80 C - 7 80 C - 8 80 C - 1 1 DRUM SUPPORT 2 80Z-23 1 1 EC W - 1 RC B - 1 3 RC B - 1 4 33 ' - 0 5' - 0 4'-0 80C-9 (80C060) 27 ' - 9 80C-1 80Z-5 HEIGHT 80Z-1 18'-0'' 6'-0'' 80C-5 (80C089) 80C-9 (80C060) 7' - 6 30'-0 80Z-6 80Z-23 80S-2 80Z-24 LEFT JAMB 1 3'-6'' 18'-0''80C-6 (80C060) 3' - 6 80C-5 (80C089) 8'-0 30'-0 06/29/2023 SIDEWALL FRAMING ELEVATION AT LINE @ RSW BLDG 1 196347810 80Z-33 80Z099 WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Part Sizes E1 3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L F R A M I N G E L E V A T I O N A T L I N E A (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 7 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 Mark 80Z-39 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Profile 80Z089 Mark Profile 80C-15 80C075 80Z-31 80Z075 80C-30 80C089 80Z-32 80Z067 80Z-16 80Z060 80Z060 80Z-17 80Z060 80Z-34 80Z060 80Z-25 80Z099 80Z-35 80Z060 80Z-26 80Z089 80Z-36 80Z067 80Z-27 80Z089 80Z-37 80Z060 80Z-28 80Z075 80Z-38 80Z060 80Z-29 80Z-30 80Z089 80Z-55 80Z089 CA=CABLE BRACING RD=ROD BRACING CODE DIAMETER 02 1/4'' 03 3/8'' 04 1/2'' 05 5/8'' 06 3/4'' 07 7/8'' 08 1'' 09 1 1/8'' 10 1 1/4'' 6'-0'' 80C-19 (80C060) RD1 0 - 4 80Z-33 80 C - 1 0 RD10-1 80C-25 (80C060) 80Z-34 DRUM SUPPORT RD1 0 - 4 80Z-26 RD10-1 80Z-55 80 C - 2 1 21'-0'' RD10-3 21'-0'' 80C-20 (80C060) 80Z-34 EPT-1 P8.188 LAP TYP. U.N.O. 1'-3" - 1'-3" FIELD LOCATED RD10-3 80Z-17 80 C - 2 1 RC B - 7 RC B - 1 4 MARK RD 1 0 - 1 80Z-29 16'-0'' 2 80Z-27 80Z-17 RC B - 1 1 80C-30 80Z-35 1 RC B - 2 25'-0 80Z-28 6' - 0 80Z-17 80C-22 (80C060)80C-23 (80C060) 80C-30 N 80 C - 1 0 RD 1 0 - 1 80Z-25 EPT-1 P8.188 3 1 2 1 RC B - 4 RC B - 5 80C-15 RC B - 9 RC B - 1 1 80Z-17 Y LEFT JAMB 80Z-37 80Z-17 80Z-29 80Z-32 80Z-30 80Z-34 80Z-32 80Z-26 80C-30 80Z-33 80Z-16 80 C - 3 1 80 C - 3 1 80Z-35 80Z-36 80Z-17 80Z-37 80Z-38 80Z-39 80Z-3780Z-31 FRAMED OPENING TABLE WIDTH HEIGHT HEADER RIGHT JAMB SILL SILL HEIGHT 1 6'-0''3'-6''80C-25 (80C060)80C-23 (80C060)Y 3'-6''80C-22 (80C060) 3 18'-0''80C-19 (80C060) LAP TYP. U.N.O. 1'-3" - 1'-3" LAP TYP. U.N.O. 1'-3" - 1'-3" LAP TYP. U.N.O. 1'-3" - 1'-3" 5' - 0 3' - 6 5' - 0 1' - 6 4' - 6 7' - 6 33 ' - 0 1'-616'-07'-6 175'-0 25'-025'-025'-025'-025'-025'-0 175'-0 2' - 0 06/29/2023 ENDWALL FRAMING ELEVATION AT LINE @ LEW BLDG 2 C EDC Profile WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E1 4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L F R A M I N G E L E V A T I O N A T L I N E 2 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 8 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 Part Sizes Mark 80S-3 80S120 80S-4 80S105 80Z-40 80Z060 80Z-41 80Z060 80Z-42 80Z089 80Z-43 80Z060 80Z-44 80Z060 80Z-45 80Z060 80Z-46 80Z067 RC B - 1 5 80 C - 3 5 80Z-42 2 22 ' - 5 6'-0 80 C - 3 6 80 C - 3 4 1 80Z-40 80C-33 (80C060) 52'-0 80C-2 LEFT JAMB RIGHT JAMB 80S-480S-3 16'-0'' 80 C - 3 4 80 C - 1 1 80Z-44 80 C - 3 4 80 C - 3 7 80 C - 3 4 1 2 EC W - 3 80C-2 80S-5 (80S075) 80C-2 5'-014'-0 4'-0 26'-026'-0 MARK SILL HEIGHT 4' - 6 7' - 6 18'-0'' HEIGHT 26'-0 80C-2 80Z-40 80Z-41 80Z-43 80Z-45 80Z-46 FRAMED OPENING TABLE WIDTH HEADER DRUM SUPPORT SILL FIELD LOCATED 14'-0''80C-32 (80C060)N 18'-0''80S-5 (80S075)N 7' - 0 2' - 0 6' - 0 27 ' - 0 7'-0 4' - 7 16'-0 26'-0 2' - 0 8' - 0 06/29/2023 SIDEWALL FRAMING ELEVATION AT LINE @ FSW BLDG 2 2 5 Mark # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Part Sizes E1 5 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L F R A M I N G E L E V A T I O N A T L I N E E (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 2 9 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 Profile 80Z-47 80Z099 80Z-48 80Z089 80Z-47 13 ' - 6 RC B - 1 5 RC B - 1 6 80Z-48 3' - 2 6' - 0 22 ' - 8 27'-8 27'-8 8' - 0 06/29/2023 ENDWALL FRAMING ELEVATION AT LINE @ REW BLDG 2 CEDC 80S-6 80Z060 Mark WALL FRAMING GENERAL NOTESWN1: SEE CROSS SECTION FOR MAIN FRAME FLANGE BRACING. WN2: SEE WALL FRAMING DETAILS FOR STANDARD GIRT ORIENTATION DETAIL. WN3: RD_ INDICATES ROD BRACING. SEE PRIMARY DETAILS FOR ROD BRACING ASSEMBLY. WN4: CA_ INDICATES CABLE BRACING. SEE PRIMARY DETAILS FOR CABLE BRACING ASSEMBLY. WN5: CUT AND DRILL GIRTS AS NECESSARY FOR FIELD LOCATED FRAMED OPENINGS. WN6: AT FLUSH OR INSET GIRT CONDITIONS, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF ROD BRACING. SEE PRIMARY DETAILS FOR GUIDELINES. WN7: DETAIL NUMBERS LISTED ABOVE EACH LINE ARE TYP AT THAT FRAME LINE U.N.O. WN8: INDICATES NESTED GIRT. SEE DETAIL CM____. GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. Part Sizes E1 6 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L F R A M I N G E L E V A T I O N A T L I N E 5 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 80Z-54 Profile 80S120 80S-7 80S105 80Z-40 80Z060 80Z-49 80Z060 80Z-50 80Z-51 80Z060 80Z-52 80Z067 80Z-53 80Z060 80Z089 WIDTH N 4'-0 80Z-50 80Z-49 80Z-51 80Z-40 MARK FRAMED OPENING TABLE 14'-0'' 80C-2 80C-2 52'-0 16'-0'' 80C-2 80C-33 (80C060) 80Z-53 80S-7 80C-2 80S-6 80 C - 3 4 80 C - 3 7 80 C - 3 4 80 C - 1 1 80 C - 3 4 80 C - 3 6 80 C - 3 4 80 C - 3 5 21RC B - 1 6 EC W - 4 80S-5 (80S075) 16'-0 80C-32 (80C060) 26'-0 14'-0 26'-0 27 ' - 0 1 SILL HEIGHT 80Z-52 80Z-40 80Z-54 HEIGHT HEADER DRUM SUPPORT 26'-0 LEFT JAMB RIGHT JAMB SILL FIELD LOCATED 18'-0'' 2' - 0 80S-5 (80S075) 2 18'-0''N 7' - 0 2' - 0 4' - 6 6' - 0 7' - 6 22 ' - 5 7'-05'-06'-0 26'-0 8' - 0 06/29/2023 ROOF SHEETING PLAN BLDG 1 1 10 C C A A DETAIL ROOF SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E1 7 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SH O P R O O F S H E E T I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 LINE AND TERMINATION TRIM CHART MARK TRIM PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR R02 RPR26 1067 GM R01 RPR26 1068 GM 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 20'-8 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 38 4 . 6 2 41 4 . 1 2 41 4 . 1 2 38 4 . 6 2 38 4 . 6 2 41 4 . 1 2 33'-8 66 ' - 0 181'-0 120'-8 06/29/2023 ROOF SHEETING PLAN BLDG 2 E E C CCC 2 5 ROOF SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E1 8 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * LE A N - T O R O O F S H E E T I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 LINE AND TERMINATION TRIM CHART # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 MARK TRIM DETAIL PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR R02 RPR26 1067 GM 55 ' - 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 33'-8 34 1 . 2 9 34 1 . 2 9 32 5 . 0 0 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 34 1 . 2 9 32 5 . 0 0 06/29/2023 ROOF SHEETING PLAN BLDG 1 1 10 C C A A TRIM ROOF SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. DETAIL E1 9 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SH O P R O O F S O F F I T S H E E T I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 4 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 LINE AND TERMINATION TRIM CHART MARK PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR R01 RRL26 1104 RW R02 RRL26 1106 RW 37 . 5 0 37 . 5 0 25 5 . 3 3 37 . 5 0 27 4 . 0 0 34 . 7 5 34 . 7 5 37 . 5 0 37 . 5 0 37 . 5 0 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 37 . 5 0 37 . 5 0 25 5 . 3 3 34 . 7 5 27 3 . 4 1 37 . 5 0 34 . 7 5 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 34 . 7 5 34 . 7 5 34 . 7 5 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 27 3 . 4 1 34 . 7 5 34 . 7 5 37 . 5 0 37 . 5 0 34 . 7 5 37 . 5 0 27 3 . 4 1 27 4 . 0 0 25 5 . 3 3 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 34 . 7 5 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 37 . 5 0 27 4 . 0 0 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 175'-0 60 ' - 0 06/29/2023 ROOF SHEETING PLAN BLDG 2 C C 2 E E C C 5 TRIM ROOF SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. DETAIL E2 0 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * LE A N - T O R O O F S O F F I T S H E E T I N G P L A N (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 5 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 LINE AND TERMINATION TRIM CHART MARK PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR R01 RRL26 1104 RW R02 RRL26 1106 RW 34 . 7 5 14 3 . 0 8 28 7 . 5 7 28 7 . 5 7 52 ' - 0 23 8 . 0 0 23 8 . 0 0 34 . 7 5 23 8 . 0 0 28 7 . 5 7 14 3 . 0 8 14 3 . 0 8 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 34 . 7 5 27'-8 06/29/2023 ENDWALL SHEETING ELEVATION AT LINE @ LEW BLDG 1 CA LINE AND TERMINATION TRIM CHART WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. MARK E2 1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L S H E E T I N G E L E V A T I O N A T L I N E 1 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 TRIM # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 DETAIL FRAMED OPENING TABLE MARK WIDTH HEIGHT TRIM DETAIL 1 6'-0''3'-6'' 2 18'-0''18'-0'' PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR W01 RPW26 1096 BT 16 1 . 9 2 2' - 0 2' - 0 60'-0 36 5 . 9 2 16 4 . 9 2 2' - 0 37 1 . 9 2 1 34 4 . 9 2 5' - 0 15 8 . 9 2 22 1 36 8 . 9 2 17 0 . 9 2 16 7 . 9 2 34 7 . 9 2 34 1 . 9 2 33 8 . 9 2 14 3 . 9 2 14 0 . 9 2 13 7 . 9 2 13 4 . 9 2 13 1 . 9 2 32 0 . 9 2 31 7 . 9 2 31 4 . 9 2 28 ' - 0 33 ' - 0 06/29/2023 SIDEWALL SHEETING ELEVATION AT LINE @ FSW BLDG 1 1 10 FRAMED OPENING TABLE MARK WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. PLANE ID# LINE AND TERMINATION TRIM CHART E2 2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L S H E E T I N G E L E V A T I O N A T L I N E C (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 8 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 TRIM DETAIL 10971 3'-6'' MARK WIDTH HEIGHT TRIM DETAIL 16'-0''18'-0'' 2 6'-0'' 3 12'-0''14'-0'' PANEL PLANE ID PLANE NAME PANEL TYPE COLOR W02 RPW26 BT 131 2 . 0 0 31 2 . 0 0 2'-0 12 0 . 0 0 27 ' - 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 2 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 2 31 2 . 0 0 3 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 2 2 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 12 0 . 0 0 12 0 . 0 0 12 0 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 2' - 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 16 8 . 0 0 16 8 . 0 0 16 8 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 31 2 . 0 0 28 ' - 0 27'-8 175'-027'-8 2' - 0 06/29/2023 ENDWALL SHEETING ELEVATION AT LINE @ REW BLDG 1 AC RPW26 18'-0'' MARK WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E2 3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L S H E E T I N G E L E V A T I O N A T L I N E 1 0 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 3 9 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 LINE AND TERMINATION TRIM CHART # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 TRIM DETAIL 18'-0'' FRAMED OPENING TABLE MARK WIDTH HEIGHT TRIM DETAIL PANEL TYPE 1 6'-0''3'-6'' 2 PANEL PLANE ID PLANE NAME PLANE ID#COLOR W03 1098 BT 31 4 . 9 2 32 0 . 9 2 32 9 . 9 2 17 0 . 9 2 1 31 7 . 9 2 15 8 . 9 2 32 3 . 9 2 37 1 . 9 2 33 8 . 9 2 16 1 . 9 2 1 32 6 . 9 2 2 33 2 . 9 2 33 5 . 9 2 34 1 . 9 2 34 4 . 9 2 34 7 . 9 2 16 4 . 9 2 16 7 . 9 2 36 5 . 9 2 36 8 . 9 2 28 ' - 0 60'-0 33 ' - 0 5' - 0 2' - 0 2' - 0 2' - 0 06/29/2023 SIDEWALL SHEETING ELEVATION AT LINE @ RSW BLDG 1 110 DETAIL LINE AND TERMINATION TRIM CHART WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. MARK E2 4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L S H E E T I N G E L E V A T I O N A T L I N E A (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 TRIM # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 FRAMED OPENING TABLE MARK WIDTH HEIGHT TRIM DETAIL 1 6'-0''3'-6'' 2 16'-0''18'-0'' PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR W04 RPW26 1099 BT 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 237 2 . 0 0 18 0 . 0 0 37 2 . 0 0 18 0 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 1 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 18 0 . 0 0 37 2 . 0 0 37 2 . 0 0 18 0 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 1 1 1 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 37 2 . 0 0 2' - 0 2' - 0 2'-0 175'-0 33 ' - 0 2' - 0 06/29/2023 ENDWALL SHEETING ELEVATION AT LINE @ LEW BLDG 2 CC E MARK E2 5 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L S H E E T I N G E L E V A T I O N A T L I N E 2 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 1 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 1 LINE AND TERMINATION TRIM CHART WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. TRIM # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 DETAIL FRAMED OPENING TABLE MARK WIDTH HEIGHT TRIM DETAIL 14'-0''18'-0'' 2 16'-0''18'-0'' PANEL PLANE ID PLANE NAME PANEL TYPE PLANE ID#COLOR W05 RPW26 1100 BT 89 . 9 2 1 98 . 9 2 95 . 9 2 92 . 9 2 29 9 . 9 2 17 8 . 9 2 29 6 . 9 2 2 29 3 . 9 2 27 8 . 9 2 27 5 . 9 2 20 0 . 9 2 19 7 . 9 2 74 . 9 2 71 . 9 2 68 . 9 2 65 . 9 2 62 . 9 2 17 9 . 9 2 27 ' - 0 22 ' - 8 4' - 4 52'-0 2'-0 2' - 0 2' - 0 27 ' - 0 8' - 0 26'-026'-0 06/29/2023 SIDEWALL SHEETING ELEVATION AT LINE @ FSW BLDG 2 2 5 PANEL PLANE ID WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E2 6 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * SI D E W A L L S H E E T I N G E L E V A T I O N A T L I N E E (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 1 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 FINISH LINE AND TERMINATION TRIM CHART MARK TRIM DETAIL PLANE NAME PANEL TYPE PLANE ID#COLOR W06 RPW26 1101 BT 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 17 6 . 0 0 22 ' - 8 27'-8 2'-0 8' - 0 8' - 0 8 06/29/2023 ENDWALL SHEETING ELEVATION AT LINE @ REW BLDG 2 CEC LINE AND TERMINATION TRIM CHART PLANE NAME WALL SHEETING GENERAL NOTESGSN1: PRE-DRILLING MAY BE REQUIRED WHEN FASTENING TO HOT-ROLL, NESTED, LAPPED, OR HEAVY GAUGE MEMBERS.GSN2: THERMAL BLOCKS AND FOAM CLOSURES MAY NOT BE PROVIDED UNLESS SPECIFIED IN THE ORDER DOCUMENTS OR OTHERWISE REQUIRED.GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION. E2 7 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * EN D W A L L S H E E T I N G E L E V A T I O N A T L I N E 5 (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 WIDTH # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 MARK TRIM DETAIL FRAMED OPENING TABLE MARK HEIGHT TRIM DETAIL 1 16'-0''18'-0'' 2 14'-0''18'-0'' 1102 PANEL PLANE ID PANEL TYPE PLANE ID#COLOR W07 RPW26 BT 1 18 1 . 9 2 17 8 . 9 2 19 9 . 9 2 2 70 . 9 2 8' - 0 67 . 9 2 10 0 . 9 2 28 0 . 9 2 2'-0 64 . 9 2 73 . 9 2 19 6 . 9 2 27 ' - 0 27 4 . 9 2 27 7 . 9 2 22 ' - 8 91 . 9 2 94 . 9 2 97 . 9 2 29 5 . 9 2 29 8 . 9 2 29 9 . 9 2 27 ' - 0 4' - 4 52'-0 2' - 0 8' - 0 26'-026'-0 06/29/2023 LAPPED / NESTED REGION LAPPED ZEE MEMBERS, PURLINS OR GIRTS EXCEPTION: BOLT / NUT ASSEMBLY REQUIRED AT LAPPED ZEE MEMBERS (NO WASHERS REQUIRED) NO WASHERS REQUIRED AT BOLTS USED IN THE LAPPED REGIONS OF ZEE MEMBERS SE C . " B " SE C . " A " H0200 - 1/2" FLAT WASHER H0210 - 5/8" FLAT WASHER H0220 - 3/4" FLAT WASHER H0230 - 7/8" FLAT WASHER H0240 - 1" FLAT WASHER H0250 - 1 1/8" FLAT WASHER H0260 - 1 1/4" FLAT WASHER WASHER HOLE HOLENUT SLOT HOLENUT WASHER NUT SLOT SLOT WASHER HOLE TO HOLE CONNECTIONS SLOT TO HOLE CONNECTIONS SLOT TO SLOT CONNECTIONS NO WASHERS REQUIRED WHEN SLOTS ARE NOT USED. ONE WASHER REQUIRED ON SLOTTED SIDE ONLY. WASHERS REQUIRED ON BOTH SIDES OF MATERIAL IF SLOTS ARE ON BOTH SIDES. (EXCEPTION: SEE DETAIL AT RIGHT FOR LAPPED ZEE MEMBERS) (UNLESS NOTED OTHERWISE ON DRAWINGS) FLAT WASHER PART NUMBERS WASHER REQUIREMENTS ERECTOR NOTE A00010 SECTION "A" SECTION "B" WASHER NUT SLOT SLOT SLOT TO SLOT CONNECTIONSWASHER REQUIRED AT NUT SIDE ONLY FOR BUTTON HEAD BOLTS. (BUTTON HEAD BOLTS HAVE MATERIAL GRABBING FINS UNDER THE HEAD, A WASHER IS NOT NEEDED ON BOLT HEAD SIDE). HEX HEAD BOLT HEX HEAD BOLT HEX HEAD BOLT BUTTON HEAD BOLT A00030 MAH0_EAVE STRUT ANGLE GALVANIZED 1" x 2-1/2" x 12"1" 2-1/2" MAL01 LINER LOW EAVE ANGLE GALVANIZED 6" x 7-3/4" x 120"6" 7-3/4" MAL0_LINER EAVE ANGLE GALVANIZED 3" x 3" x 120"3" 3" MAL1_LINER EAVE ANGLE GALVANIZED 3" x 7-3/4" x 120"3" 7-3/4" STANDARD ANGLE SCHEDULE MAE0_EAVE ANGLE GALVANIZED 4" x 5" x 120" 5" MAF0_EAVE ANGLE GALVANIZED 5" x 8" x 120" 8" MAG01 GIRT ANGLE GALVANIZED 1" x 2-1/2" x 12" 2-1/2" MAG02 GIRT ANGLE GALVANIZED 1" x 2-1/2" x 24" 2-1/2" MAG03 GIRT ANGLE GALVANIZED 1" x 2-1/2" x 30" 2-1/2" MAG10 GIRT ANGLE GALVANIZED 1" x 2-1/2" x 120"1" 2-1/2" MAP01 RAKE PARAPET ANGLE GALVANIZED 2" x 12" x 120"2" 12" MAP02 RAKE PARAPET ANGLE GALVANIZED 6" x 6" x 120"6" 6" MAR01 RAKE ANGLE GALVANIZED 3" x 5" x 242"3" 5" MAR02 STANDING SEAM RAKE/ BASE ANGLE GALVANIZED 2" x 3" x 242" 2" 3" 4" 5" 1" 1" 1" ANG. (SLOPE) ANG. (SLOPE) MAH1_EAVE STRUT ANGLE GALVANIZED 1" x 2-1/2" x 12"1" 2-1/2" MAL__LINER EAVE ANGLE GALVANIZED 3" x 5" x 120" 5" ANG. (SLOPE)3" ANG. (SLOPE) ANG. (SLOPE) ANG. (SLOPE) ANG. (SLOPE) FIELD WELD REQUIREMENTS ERECTOR NOTE(UNLESS NOTED OTHERWISE ON DRAWINGS) ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS WHO ARE QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS/CWB SPECIFICATIONS. WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MPa MATERIAL AND LOW HYDROGEN CONTENT. FIELD WELDING GALVANIZED STEEL RECOMMENDATIONS PREPARATION OF WELD AREA AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 CM) FROM EITHER SIDE OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC FROM THE WELD AREA ALSO ARE EFFECTIVE. TOUCH-UP OF WELD AREA WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, ZINC-BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780. SAFETY & HEALTH WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA PERMISSIBLE EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY PRECAUTION, INCLUDING HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, AIR RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY AWS, SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED STEEL CAN CONTAIN ZINC, IRON AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED, AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES. PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES, WHICH CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL AREA, VENTILATION AND FIRE PREVENTION. INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION A00020 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 D1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ge n e r a l D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 06/29/2023 FASTENER SPECIFICATIONS USAGE NOTES FASTENER SPECIFICATIONS USAGE NOTES PA N E L C L I P & S E C O N D A R Y A T T A C H M E N T F A S T E N E R S RO O F F A S T E N E R S WA L L F A S T E N E R S RI V E T S & S P E C I A L T Y F A S T E N E R S H1 0 2 0 H1 0 2 5 H1 0 7 0 H1 0 7 5 H1 0 0 0 H1 0 2 6 H1 0 3 0 H1 0 3 5 H1 0 5 0 H1 0 4 5 / H 1 0 4 7 H1 0 4 0 / H 1 0 4 1 H1 1 0 0 H1 1 1 0 H1 2 2 0 H1 2 2 3 H1 2 2 4 H1 0 7 9 Self-Drilling Screw 1/4-14 x 1 1/4" TCP 3 w/o Washer 5/16" Head Self-Drilling Screw 1/4-14 x 2" TCP 3 w/o Washer 3/8" Head Color: Available in "No Paint" Only Color: Available in "No Paint" Only Panel Clips Attach panel clips, rake angle clips, eave plate to purlins with insulation = R19 Attach misc light gauge material to secondary RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools DRILLING CAPACITY 0.110 MIN / 0.250 MAX Pre-Drill Diameter: 3/16" Ø DRILLING CAPACITY 0.110 MIN / 0.250 MAX Pre-Drill Diameter: 3/16" Ø Self-Drilling Screw 12-24 x 1 1/2" TCP 5 w/o Washer 5/16" Head Color: Check w/ local plant Self-Drilling Screw SDI 12-24 x 1 1/2" #5 Drilltite w/o Wash 5/16" Head (Painted Orange) (Vendor: Black & Decker) Color: Available in "No Paint" Only RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Panel Clips - Hot Roll Attach panel clips, rake angle clips, eave plate to joist with insulation = R19 Attach misc light gauge material to HR secondary DRILLING CAPACITY 0.250 MIN / 0.500 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 1800 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools DRILLING CAPACITY 0.250 MIN / 0.500 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 1800 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Used to attach deck to joist with high seismic loads NOT to be used for roof clips Available for Utah only Panel Clips - Long Attach panel clips, rake angle clips, eave plate to purlins with insulation >R19 and = R38 Self-Drilling Screw 12-24 x 2" TCP 5 w/o Washer 5/16" Head Color: Check w/ local plant Panel Clips - Hot Roll - Long Attach panel clips, rake angle clips, eave plate to joist with insulation > R19 and = R38 DRILLING CAPACITY 0.250 MIN / 0.500 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 1800 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Wall Structural Used to attach wall panel, wall flashing and light gauge parts with insulation = R13 Self-Drilling Screw 12-14 x 1 1/4" TCP 3 5/16" Head H1040 - w/o Washer H1041 - w/ Washer Self-Drilling Screw 12-14 x 2" TCP 3 5/16" Head H1045 - w/o Washer H1047 - w/ Washer Color: All Standard SMP & PVDF Check local plant stock inventory Color: All Standard SMP & PVDF Check local plant stock inventory DRILLING CAPACITY 0.050 MIN / 0.140 MAX Pre-Drill Diameter: 5/32" Ø Wall Structural - Long Used to attach wall panel, wall flashing and light gauge parts with insulation > R13 and = R19 DRILLING CAPACITY 0.090 MIN / 0.210 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools SELF-TAPPING SCREW (GOOF SCREW) 17-14 x 1" w/ Washer 5/16" UltiMate Head Self-Drilling Screw 12-14 x 2" TCP 3 w/ Washer 5/16" UltiMate Head Color: All Standard SMP & PVDF Check local plant stock inventory "Goof Screw" Used at locations on roof, where fastener has stripped out. RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch DO NOT use impacting tools DRILLING CAPACITY N/A Roof Structural Used to attach roof panel, roof flashing, end laps and light gauge parts with insulation = R16 Self-Drilling Screw 1/4-14 x 1 1/4" TCP 3 w/ Washer 5/16" UltiMate Head Self-Drilling Screw 12-14 x 1 1/2" TCP 3 w/ Washer 5/16" UltiMate Head Color: All Standard SMP & PVDF Check local plant stock inventory Color: All Standard SMP & PVDF Check local plant stock inventory Roof Structural - Long Used to attach roof panel, roof flashing, end laps and light gauge parts with insulation = R19 DRILLING CAPACITY 0.090 MIN / 0.210 MAX Pre-Drill Diameter: 3/16" Ø DRILLING CAPACITY 0.050 MIN / 0.140 MAX Pre-Drill Diameter: 5/32" Ø Self-Drilling Screw 1/4-14 x 7/8" TCP 1 w/ Washer 5/16" UltiMate Head Color: All Standard SMP & PVDF Check local plant stock inventory RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Roof Stitch Used to attach roof trim end laps and trim to roof panel DRILLING CAPACITY 0.035 MIN / 0.090 MAX Pre-Drill Diameter: 1/8" Ø RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Vented ridge -To accomodate the thickness of the Cor-A-Vent Color: All Standard SMP & PVDF Check local plant stock inventory Pop Rivet 1/8" x 3/16" Stainless Steel Blind Pop Rivet Grommet Fastener 3/8" Diameter Stainless Grommet Seal Color: All Standard SMP & PVDF Check local plant stock inventory Color: Available in "No Paint" Only Used at trim laps, corner caps, and attaching trim to panel where stitch fasteners can't be used RECOMMENDED TOOL TYPES Manual or electric rivet tool DO NOT use impacting tools RECOMMENDED TOOL TYPES Torque adjustable clutch grommet tool DO NOT use impacting tools Used at translucent panel to metal side lap connections Self-Drilling Screw 12-14 x 1" TCP 3 Square / Phillips Pancake Head Color: Available in "No Paint" Only Self-Tapping Fastener 10-12 X 1" Square / Phillips Pancake Head Self-Tapping Fastener 10-14 X 1-1/2" Woodtite w/ Washer 1/4" Head Color: All Standard SMP & PVDF Check local plant stock inventory Color: Available in "No Paint" Only DRILLING CAPACITY 0.090 MIN / 0.210 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Pancake Screw Used to attach panel clips and rake angle to purlins **ONLY WITH ZERO STANDOFF CLIPS Wood Structural Used to attach panel and trim to wood structure Non-Stock Special Order Fastener Wood Clip Screw Panel clips to wood **Only 0" offset clips Non-Stock Special Order Fastener RECOMMENDED TOOL TYPES 2000-2500 RPM Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools RECOMMENDED TOOL TYPES 2000-2500 RPM Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Insulation Retainer Washer 1/4 x 1-1/4" F8 Fender Washer (1 1/4" O.D. w/ 5/16" I.D.) Color: Available in "No Paint" Only RECOMMENDED TOOL TYPES N/A Used in conjunction with H1020 fasteners to secure roof insulation. Reference roofline trim details for specific applications. H2 2 0 0 DRILLING CAPACITY 0.110 MIN / 0.250 MAX Pre-Drill Diameter: 3/16" Ø H1 0 7 0 / H 1 0 7 1 Self-Drilling Screw 12-24 x 1 1/2" TCP 5 5/16" Head H1070 - w/o Washer H1071 - w/ Washer DRILLING CAPACITY 0.250 MIN / 0.500 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 1800 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Color: All Standard SMP & PVDF Check local plant stock inventory Wall Structural -HR w/ Washer -HR w/o Washer Used to attach wall panel and trims to hot roll members with insulation = R13 H1 0 7 5 Self-Drilling Screw 12-24 x 2" TCP 5 w/o Washer 5/16" Head Color: Check w/ local plant DRILLING CAPACITY 0.250 MIN / 0.500 MAX Pre-Drill Diameter: 3/16" Ø RECOMMENDED TOOL TYPES 1800 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Wall Structural -HR w/o Washer Used to attach wall panel and trims to hot roll members with insulation > R13 and = R19 H1 0 6 0 / H 1 0 6 1 Self-Drilling Screw 1/4-14 x 7/8" TCP 1 5/16" Head H1060 - w/o Washer H1061 - w/ Washer Color: All Standard SMP & PVDF Check local plant stock inventory DRILLING CAPACITY 0.035 MIN / 0.090 MAX Pre-Drill Diameter: 1/8" Ø RECOMMENDED TOOL TYPES 2000 RPM MAX Torque adjustable clutch, 4 AMP or higher DO NOT use impacting tools Wall Stitch Used to attach wall trim end laps and trim to wall panel A00100 D2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ge n e r a l D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 4 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 ROD BRACE DETAIL AF0010 WEB TO WEB ROD ASSEMBLY MK. RD__- HILLSIDE WASHER, FLAT WASHER, AND NUTCOUPLING NUT IF REQUIRED WEB OF COLUMN OR RAFTER COUPLING NUTS (QTY VARIES) 1 1/4" Ø 1 1/8" Ø 1" Ø 7/8" Ø 3/4" Ø 5/8" Ø ROD DIAMETER MARK NUMBER HILLSIDE WASHERS FLAT WASHERS A307/A325 NUTS SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS H0860 (2) H0450 (2) H0240 (2) H0930RD06- RD05- RD07- RD08- RD09- RD10- (2) H0930 (2) H0930 (2) H0960 (2) H0960 (2) H0960 (2) H0230 (2) H0220 (2) H0210 (2) H0250 (2) H0260 (2) H0340 (2) H0325 (2) H0320 (2) H0310 (2) H0330 H0850 H0840 H0830 H0810 H0820 ENDWALL COL TO EXP. EW RAFTER CONNECTION AD0070 BUILT-UP/HOT-ROLLED COLUMN AT FLUSH/INSET GIRTS REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS A SECTION A COLUMN LOOSE BRACKET CSR_ (SEE CROSS SECTION) LOOSE BRACKET CSR_ (SEE CROSS SECTION) COLUMN BUILT-UP/HOT-ROLLED RIGID FRAME ENDWALL RAFTER Ga . = 2 1 / 4 " *PWA__ w/ (2) 1/2" x 2" A325 BOLTS H0603/NUTS H0300 FINGER TIGHTEN AND DEFORM THREADS TO ALLOW FOR VERTICAL MOVEMENT. * 0" @ FLUSH FRAMING 1" @ INSET FRAMING ENDWALL STEEL LINE NOTE: FOR CLARITY, THE RAFTER FLANGE IS NOT SHOWN. RAFTER WEB PLATE WASHER PWA_ Ga . = 3 " PWA25 at 2 1/4" Ga. PWA30 at 3" Ga. 4 1 / 2 " 4 1 / 2 " 4" 3" SEE PLAN 5 1 / 2 " 2" CL SLCL (4) 1/2" x 2" A325 BOLTS H0603/NUTS H0300 REQ'D PARTS (6) 1/2" x 2" A325 BOLTS (H0603) (6) 1/2" NUTS (H0300) (1) CSR_ (1) PWA_ PADDLE BRACE LOCATION DETAILWITH FLUSH OR INSET GIRTS AND LINER PANEL INSIDE FLANGE TURNBUCKLE/ PADDLE BRACE OUTSIDE FLANGE PADDLE BRACE PLATE ERECTOR NOTE AF0015 THE PADDLE BRACE CAN BE ATTACHED ON EITHER SIDE OF THE PADDLE BRACE PLATE. HOWEVER, IF LINER PANEL IS TO BE INSTALLED, IT WILL NEED TO BE ATTACHED AS SHOWN ABOVE (TOWARD THE COLUMN OUTSIDE FLANGE) (SHOP WELDED) COUPLING NUT ROD BRACE DETAIL AF0030 PADDLE BRACE TO PADDLE BRACE PADDLE BRACE (AT TURNBUCKLE) PADDLE BRACE BOLT AND NUT PART NUMBERS (2) 1" x 3 1/4"5/8" - 7/8" COUPLING NUT IF REQUIRED (QUANTITY VARIES) COLUMN OR RAFTER ROD ASSEMBLY MK. RD__- PADDLE BRACE 1" - 1 1/4"(2) 1 1/4" x 3 1/2" (1) H0735 (1) H0765 (1) H0745 (1) H0755 (1) H0715 (1) H0725 TURNBUCKLESROD DIAMETER MARK NUMBER 7/8" Ø 1 1/4" Ø 1 1/8" Ø 3/4" Ø 5/8" Ø RD09- RD10- RD05- RD06- RD07- RD08-1" Ø COUPLING NUTS (QTY. VARIES) H0830 H0860 H0840 H0850 H0810 H0820 ROD DIAMETER (1) BCL01 BOLT DIAMETER AND LENGTH (1) BCL02 (1) BCS04 (1) BCL05 (1) BCS02 (1) BCS03 (2) H0330 (2) H0340 TURNBUCKLE COLUMN OR RAFTER PADDLE BRACE PADDLE BRACE (AT COUPLING NUT) (1) BCL03 (1) BCL04 A325 NUTS (1) BCS07 (1) BCS08 (1) BCS09 (1) BCL06 SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS A325 BOLTS (2) H0640 (2) H0660 SHOP WELDED PLATE TYP. COUPLING NUT ALWAYS REQ'D BLANK LENGTH FBC__INDICATES LENGTH OF FLANGE FLANGE BRACE MARK NUMBERS FBE__ COUNTER (01-07) BLANK LENGTH BLANK LENGTH FBK__ AG0003 BRACE IN INCHES BLANK LENGTH FBH- COUNTER (1-999)SPECIAL LENGTH FLANGE BRACE BLANK LENGTH FBJ- COUNTER (1-999)SPECIAL LENGTH COPED FLANGE BRACE INDICATES LENGTH OF FLANGE BRACE IN INCHES BLANK LENGTH FBF- COUNTER (1-999)3" X 3" 1/4" BRACE ANGLE COPED FLANGE BRACE FLANGE BRACE AT COLUMN & CEE GIRTSEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS, PART MARKS & QUANTITIES. INSTALL FLANGE BRACE CLIP FBN01 PRIOR TO ERECTING MASONRY WALL.AG0050 2'-5 1/4"CEE GIRT COLUMN FLANGE BRACE MK. FB___ 1/2 X 2" A325 BOLTS ARE REQUIRED FOR BOLTING FLANGE BRACES. NOTE: SL FBL01 W/ (1) H0603 BOLT 2'-8 1/4" (1)-H0603 BOLT (1)-H0300 NUT (1)-H0200 WASHER (1)-H0603 BOLT (1)-H0300 NUT (1)-H0200 WASHER FBN01 W/ (2) H0603 BOLTS (2) H0300 NUTS (2) H0200 WASHERS BOLTED FROM THE BOTTOM 2" 8 " & 1 2 " C E E 2 3 / 4 " 9 1 / 2 " C E E FLANGE BRACE OPPOSITE SIDE WHERE REQUIRED AG0110 BASKET-TYPE INSULATION METAL OR FABRIC LINER FBN01 W/ (2) H0603 BOLTS (2) H0300 NUTS (2) H0200 WASHERS BOLTED FROM THE BOTTOM (1)-H0603 BOLT (1)-H0300 NUT (1)-H0200 WASHER (1)-H0603 BOLT (1)-H0300 NUT (1)-H0200 WASHER 3'-8 1/4" FBL01 W/ (1) H0603 BOLT FLANGE BRACE MK. FB___ RAFTER PURLIN3'-5 1/4" NOTE: 1/2" Ø X 2" A325 BOLTS ARE REQ'D FOR BOLTING FLANGE BRACES. INSTALL FBNO1 PRIOR TO INSTALLING UNDERSIDE FABRIC, VAPOR BARRIER OR LINER. FLANGE BRACE WITH BASKET INSUL OR LINER AT RAFTER 8 " & 1 2 " G I R T 2 " 9 1 / 2 " G I R T 2 3 / 4 " FLANGE BRACE OPPOSITE SIDE WHERE REQUIRED SEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS, PART MARKS, & QUANTITIES D3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Pr i m a r y D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 5 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 THE (2) BOLTS AT THE CLIP TO BEAM CONNECTION ARE TO BE HAND TIGHTENED ONLY. THREADS MUST BE DISTORTED TO PREVENT BOLTS FROM LOOSENING. CRANE RAIL CRANE BEAM TIE-BACK CLIP (TOP AND BOTTOM). THE (4) BOLTS AT THE CLIP TO COLUMN CONNECTION MUST BE FULLY TIGHTENED. BRACE STRUT (IF REQUIRED) COLUMN STIFFENER CRANE BRACKET SHOWN (SUPPORT MAY VARY) COLUMN CRANE ANGLE BRACE (IF REQUIRED) CRANE RAIL CRANE BEAM (RUNWAY BEAM CONNECTION, SUPPORT VARIES, BRACKET SHOWN) TOP-RUNNING BRIDGE CRANE ASSEMBLY DETAILS THE INTENTION OF THIS DETAIL IS TO MORE COMPLETELY SHOW THE FINISHED ASSEMBLY OF CRANE BEAM TO COLUMN CONNECTIONS. REFER TO THE CRANE PLAN AND/OR STRUCTURAL ELEVATIONS FOR LOCATIONS OF ANGLE BRACING AND BRACE STRUTS, AS WELL AS PART NUMBERS. VIEW A SHOWS THE ANGLE BRACE CONNECTION FROM THE COLUMN STIFFENER TO THE CRANE BEAM. VIEW B SHOWS THE TIE-BACK CLIP CONNECTION FROM THE CRANE BEAM TO THE COLUMN. VIEW C IS AN ENGLARGED VIEW OF THE TIE-BACK CLIP CONNECTION. SEE THE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLT OR FLOATING CLAMP DETAIL) FOR ADDITIONAL CONNECTION REQUIREMENTS. SEE THE ADDITIONAL CRANE DETAILS, PLANS, OR FRAME CROSS SECTIONS FOR MATERIAL SIZES, CRITICAL DIMENSIONS, AND LOAD INFORMATION. IMPORTANT NOTE: FIELD SLOTTING OF LATERAL TIE BACK PLATE OR ANGLES IS NOT PERMITTED. FIELD MODIFICATION OF THIS CONNECTION WILL ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE AND INTEGRITY OF THE CRANE RUNWAY SYSTEM. CRANE BEAM SYSTEM IS SHOWN WITH RUNWAY BEAM & CHANNEL, CONCEPTUAL ONLY. ACTUAL CRANE BEAM SYSTEM WILL BE RUNWAY BEAM OR RUNWAY BEAM & CHANNEL CRANE BRACKET SHOWN (SUPPORT MAY VARY) COLUMN CRANE BEAM CRANE RAIL THE (2) BOLTS AT THE CLIP TO BEAM CONNECTION ARE TO BE HAND TIGHTENED ONLY. THREADS MUST BE DISTORTED TO PREVENT BOLTS FROM LOOSENING. BRACE STRUT (IF REQUIRED) TIE-BACK CLIP (TOP AND BOTTOM). THE (4) BOLTS AT THE CLIP TO COLUMN CONNECTION MUST BE FULLY TIGHTENED. 3" O R 3 1 / 2 " 4" GENERAL NOTES VIEW BVIEW A VIEW C AH1060 10-TON 2 TRSG 10 C PENDANT 1400 12227 13757 - - - 4100 0'-6" 175'-0" 2 - 30 8'-2 3/8" 1'-4 7/8" 2'-9" 0'-7 1/8" 22'-3" 19'-11 15/16" 52'-0" ***-THE CRANE STOP BUMPERS SHALL BE DESIGNED TO APPLY A FORCE NOT TO EXCEED THE VALUE SHOWN ABOVE. VERTICAL IMPACT FACTOR: 10%, LATERAL FORCE AS % OF LIFTED LOAD + TROLLEY: 20%, LONGITUDINAL FORCE AS % OF MAX WHEEL LOADS: 10% AH1020TOP RUNNING CRANE DESIGN INFORMATION DETAIL lbs/yd lbs. P h1 Single Girder (TRSG) Top Running Crane Supported By Separate Column (100 KIPS Max.) Crane Supported By Frame Columns Crane Rail Size (ASCE): fpmBridge Travel Speed: in.Bumper Stroke: Bumper Type:D ft. A B C E F lbs. lbs.ft.-in.Center to Center of Adj. Crane Wheels: ft.-in.Top of Rail to Center of Stop: Crane Type (TRSG/TRDG): G ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. lbs. tons ft.-in. Minimum Clear Dist from Top of Rail: Center To Center of Rail: Top of Rail to Finished Floor: Minimum Side Clear Distance: Top of Bracket to Finished Floor: Max. Wheel Load w/o Impact: Wheel Spacing: Length of Runway: No. of Wheels Per Endtruck: Bridge Weight: Hoist and Trolley Weight: Crane End Stop Force: Operation Control Type: CMAA Service Duty Class: Rated Capacity: Adjacent Crane ID: Quantity of Cranes: Information Provided/Confirmed By Customer Crane I.D. (A, B, C...) Double Girder (TRDG) Top Running For Multiple Cranes Only Detail of End Truck PP (50 KIPS Max.) Crane Supported By Frame Columns A G D B h1 Y Cl e a r a n c e U n d e r K n e e E C F G D Crane Rail & Method of Attachment Runway Beam or Runway Beam & Channel Brackets or Auxiliary Columns Design For Crane Loads Only Crane Stops N (Over 100 KIPS) Cl e a r a n c e U n d e r K n e e E F C Cl e a r a n c e U n d e r K n e e E DG C NOTES: MATERIALS PROVIDED BY METAL BUILDING SUPPLIER F X X X X X D4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Pr i m a r y D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 RUNWAY BEAM TO COLUMN BRACING (TYPICAL UNLESS NOTED OTHERWISE) CL 1/8" 2" 2" 1/8" 2" 2" 2"2" CL COLUMN RUNWAY BEAM CRANE BRACKET STIFFENER ANGLE MK. CBA- SEE CRANE PLAN (IF REQ'D) TOP RUNNING BRIDGE CRANE DETAIL AH1110 (2) 3/4"Ø X 3" A325 BOLTS H0633/NUTS H0320 3'-10" RUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY) CRANE BRACKET RUNWAY BEAM STIFFENER TOP RUNNING BRIDGE CRANE DETAIL CL 1/8" 2" 2" 1/8" 2" 2" L 2" C 2" L OF BRACE STRUT AND ROD BRACING C BRACE STRUT A PIPE STRUT SEE PLAN/ELEVATIONS FOR MK. NUMBERS & LOCATIONS 8 1/4" 3 3/4"4 1/2" SHOP WELDED STIFFENERS SECTION A AT 8" Ø PIPE STRUT COLUMN WEB PIPE STRUT SEE PLAN/ELEVATIONS FOR MK. NUMBERS & LOCATIONS 8 1/4" 3 3/4"4 1/2" SHOP WELDED STIFFENERS SECTION A AT 6" Ø PIPE STRUT COLUMN WEB USE (2) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330 AT EACH END OF PIPE STRUT 2 1/2" USE (3) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330 AT EACH END OF PIPE STRUT BRACING MARK NUMBERS AND LOCATIONS ABOVE AND/OR BELOW AS SHOWN ON ELEVATIONS BRACING MARK NUMBERS AND LOCATIONS ABOVE AND/OR BELOW AS SHOWN ON ELEVATIONS 2 1/2" 2 1/2" ANGLE MK. CBA- SEE CRANE PLAN (IF REQ'D) AH1130 (2) 3/4"Ø X 3" A325 BOLTS H0633/NUTS H0320 3'-10" 2" TOP RUNNING BRIDGE CRANE DETAIL CRANE BRACE ANGLE COLUMN TO P / R A I L A . F . F . LB. ASCE RAIL C/L OF RAIL NOTE: SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLT OR FLOATING CLAMP DETAIL) FOR ADDITIONAL CONNECTION REQUIREMENTS. (4)- 3/4" Ø X 3" A325 BOLTS H0633 NUTS H0320 WASHERS H0220 DEEP CRANE BRACKET 1 2 3 FIELD SLOTTING OF LATERAL TIE BACK PLATE OR ANGLES IS NOT PERMITTED. FIELD MODIFICATION OF THIS CONNECTION WILL ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE AND INTEGRITY OF THE CRANE RUNWAY SYSTEM. BOLTS TO BE HAND TIGHTENED ONLY. THREADS MUST BE DISTORTED TO PREVENT BOLTS FROM LOOSENING. BOLTS MUST BE FULLY TIGHTENED. SHIM PLATES, (2) CSP01 PLATES SHOWN FIELD WORK MAY REQUIRE ADDING OR REMOVING SHIM PLATES FOR PROPER CONNECTION TO COLUMN FLANGE. (4) SHIM PLATES PER COLUMN ARE PROVIDED. CRANE TIE BACK PLATE (SHOP WELDED) 3 (4) 3/4" Ø X 3" A325 BOLTS H0633 NUTS H0320 WASHERS H0220 1 (2) 3/4" Ø X 3" A325 BOLTS H0633 NUTS H0320 WASHERS H0220 2 FIELD NOTE: THE NUMBER OF SHIM PLATES REQUIRED PER CONNECTION TO COLUMN MAY VARY FROM: 0 TO 4, (DO NOT EXCEED (4) PLATES) MAXIMUM SHIM SPACE IS 5/8" (2) CLIPS MK. CBC01 RUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTION MI N I M U M C L E A R AB O V E T O P / C R A N E R A I L CENTER TO CENTER OF CRANE RAILS RAFTER CRANE BEAM W FACE OF COL.FACE OF COL.STEEL LINE C CAP CHANNEL (IF REQ'D) COLUMN CRANE ID:10-TON C/A AH1060 0'-8"2'-6"0'-10"52'-0" 2'-0" 24X55 12X20.7 30 22 ' - 3 " 2' - 9 " AH1110 AH1101 2-BOLT 6" PIPE OR BOX STRUT AT WEB OF COLUMN/RAFTER8" MIN. COLUMN/RAFTER SHOP WELDED PLATE LC 8 1/4" 4 1/2" 3" 2 1 / 2 " END OF PIPE/CEE3 3/4"END OF CEE 9 1/8" 5 3/8" PIPE/ BOX CEE STRUT WITH KNIFE PLATE BOX CEE STRUT WITH T-PLATE COLUMN OR RAFTER BOX CEE STRUT WITH T-PLATE PIPE STRUT WITH KNIFE PLATE BOX CEE STRUT WITH KNIFE PLATE 3 3/4" NOTE: USE (2) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330 SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS T-PLATE DIMENSIONS KNIFE PLATE DIMENSIONS AK0160 2-BOLT 6" PIPE OR BOX STRUT AT WEB OF COLUMN/RAFTER SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS WITH PADDLE BRACE PADDLE BRACE SEE BRACING DETAIL FOR SIZES AND HARDWARE PART MARKS 3 3/4" L COLUMN OR RAFTER C 4 1/2" 3" 13 3 / 8 " 2 1 / 2 " 5 3/8"END OF PIPE/CEEEND OF CEE 3 3/4" SHOP WELDED PLATE BOX CEE STRUT WITH T-PLATE PIPE/BOX CEE STRUT WITH KNIFE PLATE BOX CEE STRUT WITH KNIFE PLATE BOX CEE STRUT WITH T-PLATE PIPE STRUT WITH KNIFE PLATE 8 1/4" 3 3/4" 9 1/8" 3 3/4" NOTE: USE (2) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330 AT STRUT CONNECTION T-PLATE DIMENSIONS KNIFE PLATE DIMENSIONS AK0165 3-BOLT 8" PIPE STRUT AT COLUMN/RAFTER SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS STIFFENER CONNECTION WITH 10" MIN. COLUMN/RAFTER PIPE STRUT SEE PLAN/ELEVATIONS FOR MK. NUMBERS & LOCATIONS 2 1 / 2 " SHOP WELDED PLATE COLUMN OR RAFTER 8 1/4" 4 1/2"3 3/4" 3" 2 1 / 2 " NOTE: USE (3) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330 PIPE STRUT WITH KNIFE PLATE PIPE STRUT WITH T-PLATE 11 1/4" 7 1/2"3 3/4" LC T-PLATE DIMENSIONS KNIFE PLATE DIMENSIONS AK0170 D5 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Pr i m a r y D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 7 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 PURLIN INTERMEDIATE PURLIN AT EAVE EXTENSION DETAIL PURLIN 1 1/2"6" 4" 1 1/2"6" CL RO O F S T E E L L I N E AN2020 NOTE: USE (10) 1/2" x 2" A325 BOLTS H0603/NUTS H0300 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS EXTENSION CLIP MK. EXC01 EXTENSION CLIP MK. EXC01EXTENSION BEAM (SEE PLAN FOR MARK NUMBER)PURLIN ANGLE MK. MAR02 (FIELD CUT TO 12" LENGTH)W/ (2) H1020 FASTENERS PURLIN ANGLE MK. MAR02 (FIELD CUT TO 12" LENGTH)W/ (2) H1020 FASTENERS 1 1/4"1 1/4" SL @ EAVE EXT. LOW EAVE EXTENSION DETAIL MAIN FRAME COLUMN (6) 5/8 " Ø X 2 1/4" EAVE STRUT GIRT OFFSET L @ BLDG.S AN1030 BYPASS GIRTS AT MAIN FRAMES FOR HAUNCH DEPTH > 1'-3" NOTE: USE 1/2" x 2" A325 BOLTS H0603/NUTS H0300 U.N.O. A325 BOLTS H0610 A325 NUTS H0310 EAVE EXTENSION PROJECTION EXTENSION CLIP MK. EXC01 (BOLT QTY. AND PLACEMENT MAY VARY. SEE EAVE STRUT CONNECTION DETAIL) EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) (SEE PLAN)(VARIES) CEE CHANNEL SL @ EAVE EXT. GUSSET 5" PURLIN 1'-4" (6) 5/8"Ø X 2 1/4" HIGH EAVE EXTENSION DETAIL MAIN FRAME COLUMNGIRT OFFSET L @ BLDG.S AN1220 GIRT AT MAIN FRAMES W/ GUSSET (BYPASS CONDITION) FOR HAUNCH DEPTH > 1'-3" NOTE: USE 1/2" x 2" A325 BOLTS H0603/NUTS H0300 U.N.O. EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) A325 BOLTS H0610 A325 NUTS H0310 GIRT CLIP MK. GFI01 (BOLT QTY. MAY VARY SEE GIRT CONNECTION DETAIL AN2100) EAVE EXTENSION PROJECTION (SEE PLAN)(VARIES) CEE CHANNEL EXTENSION CLIP MK. EXC01 TYP. (BOLT QTY. AND PLACEMENT MAY VARY. SEE PURLIN CONNECTION DETAIL) GIRT 1 1/2" EAVE STRUT 4" 1 1/2" EAVE STRUT EAVE STRUT AT EAVE EXTENSION DETAIL 1 1/4" 6"6" 1 1/4" LC RO O F L S AN2000 AT 8" AND 9 1/2" SECONDARY NOTE: USE (10) 1/2" x 2" A325 BOLTS H0603/NUTS H0300 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS. ANGLE MK. MAH__ W/ (2) H1020 ANGLE MK. MAH__ W/ (2) H1020 EXTENSION CLIP MK. EXC01 EXTENSION CLIP MK. EXC01 FRAME OR ENDWALL RAFTER EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) AN2020 AN2000 LOW EAVE & RAKE EXTENSION DETAIL 1 1/2" 3/ 4 " RAKE EXTENSION LS 1/ 2 " 1/4" BLDG. LS ENDWALL 1 1 / 4 " 3/ 4 " 4 1 / 4 " 1 1/4" 0" SIDEWALL CEE CHANNEL L FRAMEC 1 1/2" EAVE EXTENSION LS MAIN FRAME OR ENDWALL RAFTER EAVE STRUT BLDG. LS 1/4"PURLIN AN3020 CEE CHANNEL (SEE PLAN FOR MK.#) EAVE STRUT (SEE PLAN FOR MK.#) RAKE EXT. PROJECTION FRAME OFFSET EA V E E X T E N S I O N P R O J E C T I O N EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) RAKE ANGLE MK. MAR01 ** CHANNEL CLIP MK. FGC01 CHANNEL CLIP MK. HCJ01 @ 8" AND 9 1/2" CEE MK. HCJ02 @ 12" CEE NOTE: USE 1/2" x 2" A325 BOLTS H0603/ NUTS H0300 (U.N.O.) ** - EXTEND MAR01 TO EXTENSION STEEL LINE = FIELD WORK MAY BE REQUIRED FOR PROPER CLIP FIT UP. INTERMEDIATE PURLIN (IF REQ'D) EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) (SEE PLAN)(SEE PLAN) (S E E P L A N ) EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) CHANNEL CLIP MK. HCJ01 @ 8" AND 9 1/2" CEE MK. HCJ02 @ 12" CEE 3 3/4" @ 8" CEE 4 1/4" @ 9 1/2" CEE 4 7/8" @ 12" CEE 3 1/2" @ 8" CEE 4" @ 9 1/2" CEE 4 5/8" @ 12" CEE INTERMEDIATE PURLIN (IF REQ'D) (SEE PLAN FOR MARK NUMBER) AN2020 AN2000 NOTE: USE 1/2"X 2" A325 BOLTS H0603/NUTS H0300 ( U.N.O. ) SIDEWALL EAVE STRUT CEE CHANNEL CL FRAME LOW EAVE EXTENSION DETAIL BLDG. LS EAVE EXTENSION LS MAIN FRAME PURLIN 3/4" 3/4"3/4" 3/4" INTERMEDIATE PURLIN IF REQ'D EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) EA V E E X T E N S I O N P R O J E C T I O N AN3030 (S E E P L A N ) EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 D6 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Pr i m a r y D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 4 9 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 06/29/2023 1' - 4 " SBLDG. L 1 1/2"1 1/2"1/4" 1/ 2 " 3/ 4 " 1 1/4" 1/2" 3/4" 3/4" 4 1/4" 1/4" PURLIN MAIN FRAME OR ENDWALL RAFTER ENDWALL SEAVE EXT. L SBLDG. L HIGH EAVE & RAKE EXTENSION DETAIL RAKE EXTENSION LS L FRAMEC CEE CHANNEL PURLIN SIDEWALL AN3220 CEE CHANNEL (SEE PLAN FOR MK.#) PURLIN (SEE PLAN FOR MK.#) PURLIN CLIP MK. HCJ01 @ 8" AND 9 1/2" CEE MK. HCJ02 @ 12" CEE CHANNEL CLIP MK. FGC01 RAKE ANGLE MK. MAR01 ** EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) RAKE EXT. PROJECTION FRAME OFFSET EA V E E X T E N S I O N P R O J E C T I O N NOTE: USE 1/2" x 2" A325 BOLTS H0603/NUTS H0300 (U.N.O) ** EXTEND MAR01 ANGLE TO EXTENSION STEEL LINE (SEE PLAN)(SEE PLAN) (S E E P L A N ) EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) 3 1/2" @ 8" CEE 4" @ 9 1/2" CEE 4 5/8" 12" CEE 3 3/4" @ 8" CEE 4 1/4" @ 9 1/2" CEE 4 7/8" 12" CEE AN2020 NOTE: USE 1/2"X 2" A325 BOLTS H0603/NUTS H0300 ( U.N.O. ) SIDEWALL PURLIN CEE CHANNEL CL FRAME HIGH EAVE EXTENSION DETAIL EAVE EXTENSION L MAIN FRAME RAFTER PURLIN 3/4" 3/4"3/4" 3/4" BLDG. LS S 1' - 4 " AN3230 EA V E E X T E N S I O N P R O J E C T I O N EXTENSION CLIP MK. EXC01 (SEE SECTION CUT FOR BOLT QTY. AND DIMENSIONS) (S E E P L A N ) EXTENSION BEAM (SEE PLAN FOR MARK NUMBER) AN2020 D7 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Pr i m a r y D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 SHOP WELDED CLIP 8" = PCU01 9 1/2" = GCB62 12" = GCB12 •STIFFENER OPTIONAL BY DESIGN WS_04 @ PCU01/GCB62 WS_12 @ GCB12 RAFTER FLANGE CAP PLATE/ COLUMN 3" SECTION "A" UPSLOPE U.N.O. SE C . " A " BB0050 WELDED CLIP @ END FRAME USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O. REFERENCE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SE C . " A " 3" SEE PLAN LAP DIM 3/4" SEE PLAN LAP DIM LC 3/4" NO WASHERS REQUIRED AT THESE (8) BOLT LOCATIONS WELDED CLIP @ INTERIOR FRAME SECTION "B" SE C . " B " SECTION "A" BB0055 SHOP WELDED CLIP (STIFFENER OPTIONAL BY DESIGN) USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O. AT 12" PURLINS, BOLTS ARE NOT REQUIRED IN THE CENTER SET OF HOLES COLUMN CAP PLATE UPSLOPE U.N.O. PURLIN SUPPORT METHODS B00010 +/- 1" GENERAL RESTRICTION 1" MAXIMUM CENTERLINE OF PURLIN "X" UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP. DRILL SUPPORT THROUGH THE BOTTOM PURLIN FLANGE 1/2"Ø MAXIMUM BOLT (NOT BY MBS) 1" MAXIMUM FROM CENTERLINE OF PURLIN WEB TO CENTERLINE OF SUPPORT SUPPORT ANGLE / ATTACHMENT (NOT BY MBS) 1/2"Ø MAXIMUM BOLT (NOT BY MBS) NOTE: CENTERLINE OF THE SUPPORT MUST BE WITHIN 1" FROM CENTERLINE OF PURLIN WEB "X" = TOTAL PROJECTED DISTANCE FROM THE CENTERLINE OF THE PURLIN WEB TO THE FURTHEST POINT OF STIFFENER LIP (= 3 5/8" +/- 1/16") SUPPORT ATTACHMENT OPTIONS PURLIN STIFFENING LIP 1" MAXIMUM FROM CENTERLINE OF PURLIN WEB TO CENTERLINE OF SUPPORT PURLIN WEB PURLIN FLANGE (TOP) 1"1" CENTERLINE OF SUPPORT COLLATERAL DEAD LOADS, UNLESS NOTED OTHERWISE, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, CONSULT M.B.S. ENGINEERING IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL) OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. OPTION A (200 LBS MAX) SUPPORT ANGLE OR ANOTHER TYPE OF BRACKET SUPPORTED THROUGH PURLIN WEB OPTION B (500 LBS MAX) UTILIZING PURLIN FLANGE SUPPORT CLAMPS OPTION C (200 LBS MAX) PURLIN FLANGE SUPPORT CLAMP (NOT BY MBS) PURLIN FLANGE (BOTTOM) RAKE ANGLE ATTACHMENT BD0060 RAKE ANGLE (L.L.V.) MK. MAR01 SL AT RAKE EXTENSION PURLIN, EAVE STRUT OR JOIST AT ENDWALL STEEL LINE WITH RAKE EXTENSION SL AT BUILDING RAKE ANGLE (L.L.V.) MK. MAR01 (FIELD COPE AS REQ'D) 1/4" (1) FASTENER @ EACH SUPPORT. USE H1020 AT PURLINS AND EAVE STRUTS. USE H1070 AT JOISTS. 3'-0" NOTE: PURLIN BRACING ATTACHMENT METHOD IS THE SAME REGARDLESS OF THE SECONDARY MEMBER TYPE (ZEE, CEE, EAVE STRUT, BEAM, ETC.) PURLIN BRACE "X" MK. SEE PLAN (1) H1020 FASTENER (1) H1020 FASTENER (TYPICAL) ROOF STEEL LINE PURLIN PURLIN PURLIN BRACE "X" 1) SEE ROOF FRAMING PLAN(S) FOR PURLIN BRACE MARK NUMBERS, QUANTITIES AND LOCATIONS. 2) (2) ROWS OF PURLIN BRACING IS SHOWN BELOW FOR REFERENCE ONLY, ACTUAL NUMBER OF ROWS MAY VARY PER BAY AND PER PROJECT, SEE ROOF FRAMING PLAN(S) FOR SPACING. PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY FRAMELINE PURLIN BRACE "X" SEE ROOF FRAMING PLAN FOR SPACING BAY LENGTH PURLIN LAP PURLIN 1) FOR PURLIN BRACE "X", INSERT ANGLES "BACK-TO-BACK" INTO THE FACTORY PUNCHED SLOTS. BEND TABS AS SHOWN AND FASTEN THROUGH TAB WITH (1) H1020 FASTENER PER END. 2) CONNECT PURLIN BRACE "X" AT THE ANGLE INTERSECTION WITH (1) H1020 FASTENER. 3) PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED SHAPE OR LOCATION. 4) SEE DETAILS BELOW FOR ADDITIONAL INFORMATION WHEN ATTACHING TO ALTERNATE FRAMING MEMBERS. SL PURLIN BRACES PURLIN BRACES REVERSE EAVE PURLIN PURLIN BRACES EAVE CEE NOTE: IF CHANNEL, IT MAY BE TOED UP OR DOWN. BEAM OR CHANNEL(1) H1070 FASTENER TYPICAL PURLIN BRACES INSTALLATION INSTRUCTIONS PURLIN BRACES HIGH SIDE EAVE STRUT EAVE STRUT BE0001 PURLIN BRACING ATTACHMENT METHODS SL SL SL SEE ROOF FRAMING PLAN FOR SPACING SEE ROOF FRAMING PLAN FOR SPACING D8 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ro o f F r a m i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 1 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 CEE GIRT ORIENTATIONZEE GIRT ORIENTATION ZEE GIRT ST E E L L I N E CEE GIRT ST E E L L I N E ERECTOR NOTE: C00010 UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE ABOVE THE GIRT OR THAT THE GIRT BE TOED DOWN. (REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS). STANDARD GIRT ORIENTATION DETAIL SEE GIRT DETAILS FOR GIRT CONNECTIONS (COLUMNS NOT SHOWN) STANDARD WALKDOOR TRIMS ARE DESIGNED TO WORK WITH THE WALKDOOR'S SUBFRAME FLUSH WITH THE OUTSIDE FACE OF THE FRAMED OPENING JAMB (BY METAL BUILDING SUPPLIER) WALKDOOR AND SUB-FRAME BY OTHERS (SHOWN CUT-AWAY FOR CLARITY) GIRT (BY METAL BUILDING SUPPLIER) HEADER WRAP (BY METAL BUILDING SUPPLIER) ENLARGED VIEW MOUNT THE SUB-FRAME FLUSH WITH THE OUTSIDE FACE OF THE JAMB STEE LLINE SEE THE WALL SHEETING ELEVATIONS AND THE DETAILS FOR TRIM CONDITIONS AND PART NUMBERS SEE THE WALL STRUCTURAL ELEVATIONS AND DETAILS FOR JAMB AND GIRT CONNECTIONS CG0016 WALKDOOR FRAMED OPENING DETAIL (WALKDOOR PROVIDED BY OTHERS) SEE THE WALL ELEVATIONS FOR JAMB AND GIRT PART NUMBERS 6 1/2"3/4" VA R I E S 4" 6 1/2"3/4" LS 4" L COLUMNC 1" GIRT RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE CB1010 INSET GIRT DETAIL INSET GIRTS AT INTERIOR BAY COLUMNS NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.ERECTOR NOTE SHOP WELDED CLIP (FIELD CUT FOR LINER PANELS) GIRT ANGLE MK. MAG02 WITH (2) H1020 FASTENERS SHOP WELDED CLIP, IF REQUIRED GIRT, IF REQUIRED VA R I E S VA R I E S VA R I E S FIRST LAPPED GIRT BUTTON HEAD 1/2" BOLT MK. H0510 ** (NO WASHER REQUIRED) STD. 1/2" A307 NUTS MK. H0400 STD. 1/2" A307 BOLTS MK. H0500 (NO WASHERS REQUIRED) SECOND LAPPED GIRT BOLTED OR WELDED GIRT CLIP OUTSIDE FLANGE CC0006 LAPPED GIRT DETAIL LAPPED GIRTS @ INTERIOR BAY COLUMNS ** THE BUTTON HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE FIRST GIRT AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED GIRT BEING INSTALLED. GIRT LAP BOLTS NOT SHOWN FOR CLARITY. REFERENCE THE STD. LAPPED GIRT DETAIL FOR THOSE REQUIREMENTS. GIRT LAP SHOP WELDED CLIP (SEE ELEVATION) EQ . EQ . (SEE ELEVATION) GIRT LAP LS C COLUMN USE (1) 1/2" X 1 1/4" BUTTON HEAD BOLT H0510/ NUT H0400 AT THIS LOCATION. REFER TO THE "LAPPED GIRT DETAIL" FOR ADDITIONAL INFORMATION. 3/4""A" L SECT. "A" GIRT 1 1/2" 3/4" ZEE GIRT CC1010 SW OR EW GIRT DETAIL LAPPED BYPASS GIRTS AT INTERIOR BAY COLUMNS NOTE: USE (7) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400 WASHERS ARE NOT REQUIRED AT LAPPED ZEE CONNECTION REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS DIM. "A" = 4" AT 8" & 9 1/2" GIRTS = 8" AT 12" GIRTS SHOP WELDED CLIP EQ . DI M . " A " EQ . C COLUMN 3/4" L 3/4" 1 1/2" GIRT LS CC1020 SHOP WELDED CLIP SW OR EW GIRT DETAIL SIMPLE-SPAN BYPASS GIRTS AT INTERIOR BAY COLUMNS NOTE: USE (4) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS GIRT, IF REQUIRED RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE DIM. "A"= 4" AT 8" & 9 1/2" GIRTS = 8" AT 12" GIRTS 8" & 8" CORNER 9 1/2" & 9 1/2" CORNER REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS BYPASS GIRT BOLT PLACEMENT DETAIL GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED. 8" GIRT CONNECTION VARIES GCC02 CLIP 9 1/2" GIRT CONNECTION VARIES GCC02 CLIP 9 1/2" & 8" CORNER 8" & 9 1/2" CORNER CONNECTION VARIES GCC02 CLIP 10 " 3/ 4 " 8" GIRT 9 1/2" GIRT 8 1 / 2 " 10 " 3/ 4 " 8 1 / 2 " 8" GIRT CONNECTION VARIES GCC02 CLIP 9 1/2" GIRT9 1/2" GIRT CF1001 ZEE GIRT SHOP WELDED CLIP SECTION A NOTE: USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 2 3/4" REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER LS 1/4" 1/ 2 " LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE BYPASS GIRT CORNER DETAIL GIRT ANGLE MK. MAG01 WITH (2) H1020 (FIELD CUT TO LENGTH)END OF GIRT 3" 1'-4"CL 3/ 4 " LS CLIP MK. EQ 4" GIRT GCC02 EQ GIRT 1 1 / 2 " 1 1 / 2 " CLIP A LS EQ 4" EQ CF1010REQUIREMENTS ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO THE STANDARD BOLT PLACMENT DETAIL(S) FOR PROPER BOLT PLACEMENT. SHOP WELDED STIFFENER PER DESIGN STEEL LINE JAMB CLEAR OPENING "A" EQ 4" SECTION "A" CLIP MK. JCA24 (ATTACHMENT TO WALL BY OTHERS) TOP OF STEM WALL CG0039 JAMB TO STEM WALL CONNECTION NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE D9 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l F r a m i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 1 1/4" 1"5 1/4" DOOR JAMB EAVE STRUT 3" CG0085 JAMB TO EAVE STRUT NOTE: USE (4) 1/2"X 1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS T-CLIP MK. JCE__ (6) H1020 FASTENERS (3) H1020 FASTENERS CLIP MK. JCT02 CLIP MK. JCT02 ZEE GIRT (3) H1020 FASTENERS JAMB EXTENSION, IF REQUIRED JAMB EXTENSION CG0058 JAMB EXTENSION TO ZEE GIRT ZEE GIRT CONNECTION NOTE: USE (4) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS OPENING FRAMED JAMB EXTENSION (6) H1020 FASTENERS ZEE GIRT (3) H1020 FASTENERS 4 1 / 4 " 4 1 / 4 " CG0064 ERECTOR NOTE: -IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS, THE NESTED GIRT BOLTS CAN BE REMOVED. JAMB WITH EXTENSION DETAIL JAMB & EXTENSION TO ZEE GIRT CONNECTION NOTE: USE (6) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS CLIP MK. JCT01 CLIP MK. JCT02 1 1/4" ERECTOR NOTE: EQ BU T T O N H E A D B O L T H 0 5 1 0 / N U T H 0 4 0 0 (1 ) 1 / 2 " X 1 1 / 4 " A 3 0 7 * ALTERNATE SECTION B SECTION B * * WA L L H E I G H T ONLY REQUIRED AT WALL HEIGHTS OF > 2'-0" * SECTION B CLIP MK. HCJ01 AT 8" MK. HCJ01 AT 9 1/2" MK. HCJ02 AT 12" (BOLTED VERT. TO JAMB) STEEL LINE CLEAR OPENING EQ 4" 8" A T 1 2 " G I R T CLEAR OPENING ST E E L L I N E CLIP MK. HCJ01 AT 8" MK. HCJ01 AT 9 1/2" MK. HCJ02 AT 12" (BOLTED VERT. TO JAMB) DOOR JAMB ONLY REQUIRED AT WALL HEIGHTS OF GREATER THAN OR EQUAL TO 2'-0" USE (2) 1/2"X 1 1/4" A307 BUTTON HEAD BOLTS (H0510) AND NUTS (H0400) SECTION A 4"CLEAR OPENING ST E E L L I N E EQ DOOR JAMB WALL SYSTEM BY OTHERS CLIP MK. JCA24 (ATTACHMENT TO WALL BY OTHERS) SECTION A WALL SYSTEM BY OTHERS (2) 1/2" X 1 1/4" A307 BUTTON HEAD BOLT (H0510) NUT (H0400) CLIP MK. JCA24 (ATTACHMENT TO WALL BY OTHERS) SET ANCHORS IN CONCRETE, ATTACH CLIP TO JAMB, INSTALL CLIP OVER ANCHORS, NO NUTS REQUIRED. IF STEEL IS ERECTED BEFORE THE FINISHED FLOOR IS POURED, USE THE ALTERNATE BASE DETAIL. USE (1) 1/2"X 1 1/4" A307 BUTTON HEAD BOLTS (H0510) AND NUTS (H0400) ONLY REQUIRED AT WALL HEIGHTS OF GREATER THAN OR EQUAL TO 2'-0" CLIP MK. JCA24 (ATTACHMENT TO WALL BY OTHERS) BASE ANGLE OR BASE CHANNEL WA L L H E I G H T CG0040 (2) 1/2" X 1 1/4" A307 BUTTON HEAD BOLT (H0510) NUT (H0400) JAMB TO FIN FLR CONN JAMB AT MASONRY WALL WITH BASE ANGLE OR BASE CHANNEL REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS SECTION "A" BOLTS (H0500) & NUTS (H0400) (2) 1/2" x 1 1/4" A307 STEEL LINE JAMB 1 1/4" HEADER/SILL JAMB HEADER/SILL "A" CLIP MK. HCJ__ CG0050 HEADER/SILL TO JAMB CONNECTION REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS CLIP MK. HCJ01 AT 8" OR 9 1/2" MK. HCJ02 AT 12" (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS (H0510) & NUTS (H0400) HEADER SHOWN, SILL OPPOSITE LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE EQ VARIES EQ 4" / 8 " GIRT CLEAR OPENING STEEL LINE JAMB RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE CG0060 (2) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400 3/4" COLD FORM SHOWN, HOT-ROLL SIMILAR GIRT TO JAMB CONNECTION NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS CLIP MK. FOC94 8" / 9 1/2" CEE - (FLANGE WIDTH = 2.5" / 3.0") CLIP MK. FOC95 12" "S" - (FLANGE WIDTH = 3.63") CLIP MK. FOC96 8" / 9 1/2" "S" - (FLANGE WIDTH = 3.78" / 3.63") NOTE: INSTALL CLIPS ON JAMB BEFORE STANDING JAMB. USE LEVEL TO ALIGN GIRTS ADJUST CLIP AS REQUIRED. FLANGE WIDTH 3" 4" 1" CLIP MK. JCT13 DOOR JAMB CEE HEADER CG0062 JAMB TO HEADER W/ INTERMEDIATE GIRTS USE (4) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS (6) H1020 FASTENERS / (6) H1070 FASTENERS AT HOT-ROLL LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE CLIP MK. JCT02 JAMB EXTENSION, IF REQUIRED JAMB/JAMB EXTENSION CG0072 JAMB EXTENSION TO CEE GIRT CEE GIRT CONNECTION NOTE: USE (4) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400 REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS (3) H1020 FASTENERS / (3) H1070 FASTENERS IF HOT-ROLL CEE CEE GIRT (3) H1020 FASTENERS / (3) H1070 FASTENERS IF HOT-ROLL CEE CLIP MK. FOC94 8" / 9 1/2" CEE CLIP MK. FOC95 12" "S" CLIP MK. FOC96 8" / 9 1/2" "S" D1 0 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l F r a m i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 CM0003 ERECTOR NOTE AT BYPASS LAP: WHEN LOCATING THE NESTED GIRT AT A GIRT LAP, THE NESTED GIRT END WILL BE HELD BACK SO THAT IT DOES NOT ENTER THE LAPPED AREA. FACTORY PUNCHED COLUMN MAX. O.C. 5'-0" END OF NESTED GIRT 3/4" GIRT LAP 0'-1" 9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS H0500 / NUTS H0400 (FILL ALL HOLES) (THE QUANTITY OF BOLTS WILL VARY DEPENDING ON BAY SIZE) MAX. O.C. 5'-0" COLUMN TYPICAL GIRT BELOW TYPICAL GIRT BELOW FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS H0500 / NUTS H0400 (FILL ALL HOLES) (THE QUANTITY OF BOLTS WILL VARY DEPENDING ON BAY SIZE) ST E E L L I N E REF. CORNER DETAILS FOR COLUMN ORIENTATION ERECTOR NOTE AT FLUSH \INSET: WHEN LOCATING THE NESTED GIRT AT A FLUSH OR INSET CONDITION, THE NESTED GIRT END WILL BE HELD BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT. ERECTOR NOTE AT CORNERS: WHEN LOCATING THE NESTED GIRT AT A CORNER CONDITION, THE NESTED GIRT END WILL BE HELD BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT. FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS H0500 / NUTS H0400 (FILL ALL HOLES) (THE QUANTITY OF BOLTS WILL VARY DEPENDING ON BAY SIZE) MAX. O.C. 5'-0" FACTORY LOCATED NESTED GIRT DETAIL REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D1 1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l F r a m i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 5 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 DA0000 GENERAL ROOF PANEL NOTES FASTENER INSTALLATION RECOMMENDED TOOL TYPES: SEE ALSO FASTENER SCHEDULE 4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS) 2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH MANUAL OR ELECTRIC RIVET TOOL DO NOT USE IMPACTING TOOLS TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE SIZE/CHORD LENGTH. 16 GAGE WIRE, MAXIMUM CHORD LENGTH = 100’ 14 GAGE WIRE, MAXIMUM CHORD LENGTH = 200’ 12 GAGE WIRE, MAXIMUM CHORD LENGTH = 300’ DRIVING TIPS: SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE... SOCKET EXTENSIONS (4" OR 6") ARE RECOMMENDED TO BE USED FOR INSTALLING PANEL CLIP FASTENERS TO MAINTAIN VERTICAL FASTENER INSTALLATION. EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK. DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION. GAP NO GAP 1. PUT THE TOP OF THE FASTENER INTO THE NUT DRIVER. NOTE: FOR PAINTED FASTENERS, PLACE A SINGLE OR DOUBLED LAYER OF PLASTIC BETWEEN THE FASTENER HEAD AND THE NUT DRIVER. 2. PLACE THE POINT OF THE FASTENER ONTO A HARD SURFACE AND FIRMLY HIT THE TOP OF THE NUT DRIVER 2-3 TIMES. 4. BAD SET VS. GOOD SET.3. THE BASE OF THE NUT DRIVER SHOULD NOW BE CONTACTING THE TOP OF THE HEAD OF THE FASTENER WITH NO GAPS. ROOF PLANE ST A R T P A N E L FULL WIDTH PANELS "BEARING LEG" FI N I S H P A N E L LOW EAVE LOW EAVE "BEARING LEG" FULL WIDTH PANELS FI N I S H P A N E L ST A R T P A N E L BEARING LEG 1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING ERECTED FROM "LEFT-TO-RIGHT". IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN AS SHOWN. IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "RIGHT-TO-LEFT", FOLLOW THE INSTRUCTIONS SHOWN BELOW. 2.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE "BEARING LEG" MUST ALWAYS BE AWAY FROM THE END OF THE BUILDING WHERE THE SHEETING WILL BEGIN. ORIGINAL LAYOUT (LEFT-TO-RIGHT) ROTATE PANELS 180° (RIGHT-TO-LEFT) ROOF SHEETING DIRECTION ROOF SYSTEM THE ROOF SYSTEM CONSISTS OF 24/26 GAUGE PANELS WITH A NOMINAL COVERAGE OF 3'-0" AND A PANEL RIBS THAT ARE 1 1/4" HIGH AND THROUGH FASTENED ON THE FLAT OF PANEL INTO SECONDARY MEMBERS. STRUCTURAL FASTENER SPACING REQUIREMENTS THE ROOF SYSTEM USES STRUCTURAL FASTENERS TO ATTACH THE PANELS TO THE ROOF SECONDARY MEMBERS. STRUCTURAL FASTENER SPACING REQUIREMENTS ARE SHOWN IN A SEPARATE DETAIL SPECIFIC TO THIS PROJECT. SIDE LAP FASTENER SPACING REQUIREMENTS SIDE LAP FASTENERS ARE REQUIRED AT THE SIDELAP OF THE PANELS. THE SPACING OF THESE FASTENERS VARIES BY DESIGN OF SPECIFIC PROJECT REQUIREMENTS AND MAY VARY IN DIFFERENT AREAS OF THE ROOF. REFERENCE THE SIDE LAP FASTENER SPACING DETAIL FOR PROJECT SPECIFIC REQUIREMENTS. ROOF TOP UNITS AND CURB SUPPORTS THE ROOF CURBS SUPPLIED BY MBS ARE DESIGNED TO BE INSTALLED AFTER THE ROOF PANEL IS INSTALLED. REFERENCE ROOF CURB INSTALLATION DETAILS IF PROJECT HAS CURBS SUPPLIED BY MBS. IF CURBS ARE NOT SUPPLIED BY MBS, CARE SHOULD BE TAKEN TO ENSURE WATER TIGHTNESS AND PROPER INSTALLATION ARE ACHIEVED. MBS IS NOT RESPONSIBLE FOR INSTALLATION DETAILS OR METHODS RELATED TO CURBS NOT SUPPLIED BY MBS. INSULATION REQUIREMENTS INSULATION IS RECOMMENDED TO BE USED IN ALL ROOF APPLICATIONS TO AVOID PROBLEMS WITH CONDENSATION FORMING ON THE UNDERSIDE OF THE SHEETING. THIS ALSO PROVIDES A BUFFER BETWEEN THE PURLINS AND THE ROOF TO ELIMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL-TO-METAL CONTACT. PAINTED ROOF PAINTED ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, GUTTER BRACKETS WILL BE PAINTED TO MATCH THE ROOF COLOR AS A STANDARD. SEALING MATERIAL COMPRESSED UNDER CAP OF FASTENER. SEALING MATERIAL VISIBLE UNDER CAP OF FASTENER. SEALING MATERIAL COMPRESSED BUT DIMPLED THE PANEL / TRIM. CORRECT TOO LOOSE TOO TIGHT 2"COMPRESS TO SINGLE THICKNESS AFTER LAPPING MASTIC APPLICATION TEMPERATURE EXTREMES TEMPERATURE EXTREMES MUST BE CONSIDERED DURING INSTALLATION OF THE ROOF DUE TO THE SENSITIVITY OF MASTICS. THE RECOMMENDED INSTALLATION TEMPERATURE RANGE IS 20-120 DEGREES FAHRENHEIT. AT COLDER TEMPERATURES, THE MASTIC STIFFENS RESULTING IN LOSS OF ADHESION AND COMPRESSIBILITY. AT HOTTER TEMPERATURES, THE MASTIC BECOMES TOO SOFT FOR PRACTICAL HANDLING. ON COLD BUT SUNNY DAYS, THE PANEL SURFACE MAY BECOME WARM ENOUGH TO ACCEPT THE APPLICATION OF HEATED MASTIC EVEN THOUGH THE AIR TEMPERATURE IS BELOW 20 DEGREES FAHRENHEIT. WHEN OVERNIGHT TEMPERATURES FALL BELOW FREEZING, THE MASTIC SHOULD BE STORED IN A HEATED ROOM SO IT WILL BE WARM ENOUGH TO USE THE FOLLOWING DAY. ON HOT DAYS, THE MASTIC CARTONS SHOULD BE STORED OFF THE ROOF IN A COOL AND SHADED AREA. WHILE ON THE ROOF, MASTIC ROLLS SHOULD BE KEPT SHADED UNTIL ACTUAL USE. IN VERY COLD WEATHER, IT IS RECOMMENDED THAT THE FASTENERS BE TIGHTENED SLOWLY AND ONLY TIGHT ENOUGH THAT THE MASTIC IS IN FULL CONTACT WITH THE PANEL OR FLASHING. THEN ON THE NEXT SUNNY DAY, COMPLETE THE TIGHTENING PROCESS AFTER THE SUN WARMS THE PANEL AND FLASHING SURFACES. CONTAMINATION TO ASSURE PROPER ADHESION AND SEALING, THE MASTIC MUST HAVE COMPLETE CONTACT WITH ADJOINING SURFACES. CONTAMINANTS SUCH AS WATER OIL, DIRT AND DUST PREVENT SUCH CONTACT. THE PANEL AND FLASHING SURFACES MUST BE DRY AND THOROUGHLY CLEANED OF ALL CONTAMINANTS. BEFORE APPLYING TAPE MASTIC, THE MASTIC SHOULD BE CHECKED FOR CONTAMINANTS. IF THE MASTIC SURFACES ARE CONTAMINATED, IT MUST NOT BE USED. DURING COOL WEATHER, CONDENSATION OR LIGHT MIST CAN ACCUMULATE ON THE PANEL AND FLASHING SURFACE AND NOT BE EASILY NOTICED. IT IS RECOMMENDED THAT THE MASTICS ALWAYS BE KEPT UNDER PROTECTIVE COVER AND THAT THE PANEL AND FLASHING SURFACES BE WIPED DRY IMMEDIATELY BEFORE INSTALLATION. TAPE MASTIC IS PROVIDED WITH A PROTECTIVE PAPER TO REDUCE CONTAMINATION. INCOMPLETE REMOVAL OF THE PROTECTIVE PAPER WILL PREVENT THE MASTIC ADHESION TO THE PANEL OR FLASHING SURFACES. ALWAYS CHECK THAT THE PROTECTIVE PAPER IS COMPLETELY REMOVED. DO NOT REMOVE THE PROTECTIVE PAPER UNTIL IMMEDIATELY BEFORE THE PANEL OR FLASHING IS INSTALLED OVER THE MASTIC. COMPRESSION TO ASSURE PROPER COMPRESSION AND SEAL, THE TAPE MASTIC MUST BE COMPRESSED BETWEEN THE PANEL AND FLASHING SURFACES WITH FIRM AND UNIFORM PRESSURE. IN MOST CASES, THE REQUIRED PRESSURE IS APPLIED BY THE CLAMPING ACTION OF SCREWS PULLING THE ADJOINING SURFACES TOGETHER. HOWEVER, THE TAPE SEALANT’S RESISTANCE TO PRESSURE BECOMES GREATER IN COLD WEATHER. DURING COLD WEATHER, THE FASTENERS MUST BE TIGHTENED SLOWLY TO ALLOW THE MASTIC TIME TO COMPRESS. IF THE FASTENERS ARE TIGHTENED TOO FAST, THE FASTENERS MAY STRIP OUT BEFORE THE MASTIC COMPRESSES ADEQUATELY, OR THE PANEL OR FLASHING MAY DEFORM IN THE IMMEDIATE AREA OF THE FASTENER, LEAVING THE REST OF THE MASTIC INSUFFICIENTLY COMPRESSED. INSIDE CORNERS AN INSIDE RADIUS, SUCH AS WHERE THE PANEL FLAT MEETS A RIB, IS USUALLY THE MOST CRITICAL AREA TO SEAL. A COMMON MISTAKE FOR THE INSTALLER IS TO BRIDGE THE MASTIC ACROSS THE INSIDE RADIUS. WHEN THE LAPPING PANEL OR FLASHING IS PUSHED INTO PLACE, THE BRIDGED MASTIC IS STRETCHED AND THINNED. THE MASTIC MAY THEN BE TOO THIN TO ADEQUATELY SEAL THIS CRITICAL AREA. WHEN TAPE MASTIC IS APPLIED AT AN INSIDE RADIUS, IT IS RECOMMENDED THAT THE MASTIC BE FOLDED BACK, THEN PUSH THE MASTIC FOLD INTO THE RADIUS. PAPER BACKINGARM'S LENGTH REMOVE PAPER BACKING ONLY AS WORK PROGRESSES MASTIC LAP INCORRECT CORRECT DESIGN AND PERFORMANCE CRITERIA REGULATIONS REGULATIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR FEDERAL AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. MBS IS NOT RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE, WHICH MAY BE THE RESULT FROM FAILING TO MEET ANY OF THESE REGULATIONS. IN COMPLIANCE WITH THE HAZARD COMMUNICATION RULE 1910:1200, MATERIAL SAFETY DATA SHEETS (MSDS) HAVE BEEN PROVIDED FOR YOUR USE AND SAFETY. THESE DATA SHEETS SHOULD BE MADE AVAILABLE TO ALL PERSONNEL THAT COME IN CONTACT WITH THESE PRODUCTS. THESE DATA SHEETS WILL GIVE YOU THE NECESSARY INFORMATION TO PROPERLY HANDLE SUCH MATERIALS AND WHAT TO DO IN CASE OF AN EMERGENCY. (THE MSDS SHEETS ARE LOCATED ONLINE AND ARE AVAILABLE UPON REQUEST). THE ERECTOR OF THE ROOF SYSTEM IS RESPONSIBLE FOR THE SAFE EXECUTION OF THIS DETAIL. THESE INSTRUCTIONS ARE INTENDED TO DESCRIBE THE SEQUENCE AND PROPER PLACEMENT OF PARTS. THEY ARE NOT INTENDED TO PRESCRIBE COMPREHENSIVE SAFETY PROCEDURES. THE PROCEDURES IN THIS DETAIL ARE BELIEVED TO BE RELIABLE. HOWEVER, MBS SHALL NOT BE RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE DUE TO THE MISAPPLICATION OF THESE PROCEDURES, IMPROPER ERECTION TECHNIQUES, OR NEGLIGENCE WALKING AND WORKING ON ROOF PANELS DO NOT PLACE BUNDLES OF PANELS ON THE ROOF STRUCTURE WITHOUT FIRST VERIFYING THE STRUCTURE WILL SAFELY SUPPORT THE CONCENTRATED WEIGHT OF THE PANELS AND THE WEIGHT OF THE INSTALLATION CREW. SOME ROOF STRUCTURES MAY NOT BE DESIGNED TO SUPPORT THE WEIGHT OF A FULL PANEL BUNDLE WITHOUT ADDITIONAL STRUCTURE SUPPORT. DO NOT USE A ROOF PANEL AS A WORKING PLATFORM. AN UNSECURED PANEL COULD COLLAPSE UNDER THE WEIGHT OF A PERSON STANDING BETWEEN PURLINS OR AT THE PANEL END. DO NOT WALK ON THE LAST INSTALLED PANEL RUN, AS THE UNSECURED EDGE COULD COLLAPSE UNDER A PERSON’S WEIGHT. WHEN INSTALLING PANELS OR MAKING END LAP CONNECTIONS, ETC., STAND WHERE THE ROOF STRUCTURAL WILL SUPPORT YOUR WEIGHT. AN APPROVED AND SAFE WALKING PLATFORM SHOULD BE USED IN HIGH TRAFFIC AREAS TO PREVENT THE ROOF PANEL FROM BEING DEFORMED, SCRATCHED, OR SCUFFED. SAFETY EQUIPMENT THE USE OF SAFETY EQUIPMENT FOR THE ROOF PANEL INSTALLATION IS RECOMMENDED AT ALL TIMES DURING THE INSTALLATION PROCESS. HOWEVER, WHEN USING LANYARDS, ENSURE THAT THE CLASP, BELT HOOKS AND WIRE CABLES ARE COVERED IN SUCH A MANNER THAT THEY WILL NOT SCRATCH THE PANEL SURFACE IF ACCIDENTALLY DRAGGED ALONG THE PANEL. CREW SIZE THE LENGTH OF THE INDIVIDUAL ROOF PANELS SHOULD BE CONSIDERED WHEN DETERMINING CREW SIZE. IT IS RECOMMENDED THAT UNDER NORMAL CONDITIONS, THERE BE ONE PERSON FOR EVERY TEN FEET OF PANEL LENGTH, PLUS ONE. PANEL OVERHANG DO NOT STAND ON THE END OF UNSUPPORTED (CANTILEVERED) PANELS AT THE EAVE OR RIDGE. STANDING ON THE CANTILEVER PORTION MAY RESULT IN PANEL COLLAPSE. POINT LOADS WHEN PROPERLY SUPPORTED BY THE STRUCTURAL STEEL, PANELS ARE DESIGNED TO SUPPORT UNIFORM LOADS, WHICH ARE EVENLY DISTRIBUTED OVER THE PANEL SURFACES. POINT LOADS THAT OCCUR IN SMALL OR CONCENTRATED AREAS, SUCH AS HEAVY EQUIPMENT, LADDER, OR PLATFORM FEET, ETC., MAY CAUSE PANEL DEFORMATION OR EVEN PANEL COLLAPSE. SLICK SURFACES PANEL SURFACES AND STRUCTURAL STEEL SURFACES ARE HARD, SMOOTH, AND NONABSORBENT, WHICH CAUSES THESE SURFACES TO BE VERY SLICK WHEN WET OR COVERED WITH SNOW OR ICE. EVEN BLOWING SAND OR HEAVY DUST CAN MAKE THESE SURFACES DIFFICULT TO WALK ON WITHOUT SLIPPING. UNPAINTED PANEL SURFACES ARE OFTEN COATED WITH OIL TO ACCOMMODATE THE PANEL-FABRICATION PROCESS. ALTHOUGH DESIGNED TO WASH AWAY OR EVAPORATE DURING NORMAL WEATHER, THE OIL ON NEW PANELS CAN BE EXTREMELY SLICK, ESPECIALLY DURING PERIODS OF LIGHT RAIN AND DEW. CAUTION MUST BE EXERCISED TO PREVENT SLIPPING AND FALLING ONTO THE ROOF SURFACE OR EVEN SLIDING OFF THE ROOF. NON-SLIP FOOTWEAR IS A NECESSITY AND NON-SLIP WORKING PLATFORMS ARE RECOMMENDED. ELECTRICAL CONDUCTANCE METAL PANELS ARE EXCELLENT ELECTRICAL CONDUCTORS. A COMMON CAUSE OF INJURY IS THE CONTACT OF METAL PANELS WITH POWER LINES DURING HANDLING AND INSTALLATION. THE LOCATION OF ALL POWER LINES MUST BE NOTED AND, IF POSSIBLE, FLAGGED. THE INSTALLATION PROCESS MUST BE ROUTED TO AVOID ACCIDENTAL CONTACT WITH ALL POWER LINES AND HIGH VOLTAGE SERVICES AND EQUIPMENT. ALL TOOLS AND POWER CORDS MUST BE PROPERLY INSULATED AND GROUNDED AND THE USE OF APPROVED GROUND FAULT CIRCUIT BREAKERS IS RECOMMENDED. FALSE SECURITY OF INSULATION BLANKET AND RIGID BOARD INSULATION BLOCK THE INSTALLER’S VIEW OF THE GROUND BELOW THE ROOF. SERIOUS INJURY CAN OCCUR WHEN THE INSTALLER GETS A FALSE SENSE OF SECURITY BECAUSE HE CANNOT SEE THE GROUND AND STEPS THROUGH THE INSULATION. SHARP EDGES SOME EDGES OR PANELS AND FLASHING ARE RAZOR SHARP AND CAN CAUSE SEVERE CUTS IF PROPER PROTECTIVE HAND GEAR IS NOT WORN. BE CAREFUL NOT TO INJURE OTHERS WHILE MOVING PANELS AND FLASHING. COORDINATION WITH OTHER TRADES SUPPORTS FOR THE ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE ROOF PANELS HAVE BEEN SHOWN. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM. ERECTION CARE THE ERECTOR MUST BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, FEDERAL AND STATE CONSTRUCTION AND SAFETY REGULATIONS INCLUDING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREMENTS OF LOCAL, NATIONAL OR INTERNATIONAL UNION RULES OR PRACTICES. THE ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND APPROPRIATENESS OF ALL TECHNIQUES AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL BUILDING SYSTEM AND/OR THE ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING ANY SAFETY DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NETS, ETC. WHICH MAY BE REQUIRED TO SAFELY ERECT THE METAL BUILDING SYSTEM AND/OR ROOF SYSTEM. THE ERECTOR OF THE ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE DETAILS AS SHOWN ON THESE DRAWINGS TO INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS SHALL NOT BE RESPONSIBLE FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF THE ROOF SYSTEM WITH OTHER TRADES. DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION AND CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE A SAFE, SECURE, WEATHERTIGHT CONDITION. FLASHING FOR TIE-INS TO EXISTING BUILDINGS IS TYPICALLY NOT INCLUDED AS PART OF THE MATERIAL PROVIDED BY MBS. REFER TO THE SECTIONS/DETAILS FOR SPECIFIC MATERIALS PROVIDED BY MBS. ERECTORS RESPONSIBILITY R-PANEL ROOF GENERAL NOTES BUILDING & PANEL PREPARATION STEP 1: PLUMB AND SQUARE THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF ROOF PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL. MAKE SURE THAT THE FOUNDATION AND BUILDING STRUCTURE IS SQUARE, LEVEL, AND CORRECT TO THE OUT-TO-OUT STEEL LINE DIMENSIONS. SEE FIGURE "A" STEP 2: PRE-DRILL PANEL LAP STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE GROUND IN PILES NOT EXCEEDING 10 PANELS. THEN PLACE SMALL WOODEN BLOCKS UNDER SIDE-LAPPING EDGE OF STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND POSITION WHILE DRILLING FASTENER HOLES. HOLD PANELS TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIERS. CAREFULLY MARK POSITIONS FOR SIDE-LAP FASTENERS ON TOP OF HIGH RIB. FASTENERS SHOULD BE LOCATED “ON CENTER” OF HIGH RIB. DRILL HOLES FOR “STITCH” FASTENER (USE #1,-7/32” - 15/64” DRILL-BIT) ON TOP SHEET OF SIDE-LAP. BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. SEE FIGURE "B" FIELD CUTTING PANELS WHEN FIELD CUTTING OR MITERING ROOF PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY. ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING AND/OR CORROSION. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGE/DETERIORATION DUE TO USE OF UNAPPROVED TOOLS. SQUARE SQUARE FIGURE "A" EAVE BEAM AT HIGH EAVEEAVE BEAM AT LOW EAVE SECOND PURLIN SECOND PURLIN FASTENER IF THIS PROJECT HAS AN EAVE BEAM WITH (2) PURLINS, AS SHOWN, DO NOT ATTACH ROOF PANEL TO THE "SECOND" PURLIN. SPECIAL CONDITION AT A STRONG-BACK EAVE BEAM DEFINITION COMPONENTS WITH DETAILING DEFINITION IS A CASE WHERE MBS IS PROVIDING THE ROOF SYSTEM TO BE USED IN CONJUNCTION WITH ANOTHER STRUCTURE. MBS REFERS TO THAT AS A "COMPONENTS WITH DETAILING." THIS SIMPLY MEANS THAT MBS SHALL CALCULATE THE QUANTITIES AND LENGTHS FOR THE MATERIAL REQUIRED. MBS IS PERFORMING NO ENGINEERING STUDY OF THE EXISTING STRUCTURE. THE ENGINEER OF RECORD ON THE PROJECT SHALL BE RESPONSIBLE FOR COORDINATING THE ROOF SYSTEM WITH THE OTHER TRADES OF THE PROJECT TO INSURE A SAFE, QUALITY AND PROPER APPLICATION OF THE ROOF SYSTEM. DIAPHRAGM THE ROOF IS DESIGNED TO ACT AS A DIAPHRAGM FOR RESISTING LATERAL LOAD FORCES OR PROVIDING LATERAL STABILITY TO THE ROOF STRUCTURAL MEMBERS. DUE CONSIDERATION FOR THIS MUST BE ADDRESSED BY THE PROJECT ENGINEER OF RECORD BASED ON PANEL CAPACITY INFORMATION AND FASTENING PATTERN. WHEN REPLACING AN EXISTING SCREWDOWN ROOF, ADDITIONAL BRACING MAY BE REQUIRED TO LATERALLY SUPPORT THE MEMBERS. ENGINEERING AND MATERIAL FOR THESE USES SHALL NOT BE PROVIDED BY MBS. ROOF SYSTEM COMPONENT WITH DETAILING STRIP A FASTENER? IF YOU STRIP H1030 OR H1050 REPLACE IT WITH H1000 IF YOU STRIP H1000 IN ENDLAP YOU MUST REBUILD THE ENDLAP H1030 / H1050 H1000 PANEL ORIENTATION AND ALIGNMENT NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL. PANELS SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY / COVERAGE FOR THE LENGTH OF THE ROOF. PANEL ERECTION STEEL LINE LAP LEG BEARING LEG FIGURE "B" 3'-0" (PANEL COVERAGE DRILL BIT TOP LAP PRE-DRILLED TOP PANEL WOOD BLOCK CAUTION: DO NOT ALLOW THE MASTIC TO BRIDGE ACROSS INSIDE RADII CREATING VOIDS MASTIC VOID VOID ROOF PANEL FOLD MASTIC AND PUSH FOLD INTO THE RADIUS NO VOID ROOF PANEL SD 1 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ro o f S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 6 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 DA0071 H10 STRUCTURAL FASTENERS. SEE ROOF PANEL ERECTION NOTES DETAIL FOR SPACING 3/4" TAPE MASTIC (MK. H3000) PURLIN 4" PANEL ENDLAPR-PANEL ROOF 1" DOWNSLOPE 30 1/2" TAPE MASTIC MK. H3010 SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) R-Panel ROOF SIDE LAP FASTENER SPACING (STANDARD) 6" O.C.6"6"6" O.C.6" 6" MAX PURLIN ROOF PANEL PURLIN ROOF PANEL FIRST TWO LOW EAVE SPANS SPANS GREATER THAN 5'-0" PURLIN ROOF PANEL SPANS LESS THAN OR EQUAL TO 5'-0" (EACH SUPPORT AND 1/3 POINTS BETWEEN SUPPORTS) (EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS) EAVE MEMBER VARIES, EAVE STRUT SHOWN FIRST PURLIN UPSLOPE FROM EAVE EAVE MEMBER (VARIES), EAVE STRUT SHOWN FOR REFERENCE SIDE LAP FASTENERS (MK. H1050) AT EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS AT THE FIRST TWO LOW EAVE PURLIN SPANS SECOND PURLIN UPSLOPE FROM EAVE BELOW LEFT FOR SIDE LAP FASTENER SPACING AT THE REMAINDER OF THE PANEL RUN6" TYPICAL SIDE LAPSEE THE R-Panel ROOF STRUCTURAL FASTENER SPACING DETAIL FOR STRUCTURAL FASTENER SPACING EQUAL EQUAL EQUAL EQUAL*EQUAL* NON-UL 90 EACH SUPPORT AND SPACED EQUALLY BETWEEN SUPPORTS. NOT TO EXCEED 18" (1'-6"). UL 90 EACH SUPPORT AND MIDPOINT BETWEEN SUPPORTS. DA0002 SIDE LAP FASTENERS (MK. H1050) SEE DETAILS DG0011 R-Panel ROOF WITH < 60'-0" PANEL RUN AND < 4:12 ROOF SLOPE DIE-FORMED RIDGE CAP RIDGE CAP MK. RRD_ AT EACH RIDGE CAP SIDELAP INSTALL 1/2" TAPE MASTIC MK. H3010 WITH (6) H1050 FASTENERS EQUALLY SPACED ROOF INSULATION (NOT BY MBS) CL5 1/4"5 1/4" 1'-4" RIDGE CAP OPTIONS ROOF SLOPE MARK NUMBER >1:12 & = 2:12 H10 FASTENER (SEE THE ROOF STRUCTURAL FASTENER SPACING DETAIL FOR SPACING) ERECTOR NOTE: H1020 FASTENERS WITH H2200 INSULATION WASHERS HAVE BEEN SUPPLIED 12" O.C. FOR INSULATION ATTACHMENT AT RIDGE. 3" = 1:12 >2:12 & = 3:12 >3:12 & = 4:12 RRD2 RRD1 RRD3 RRD4 3/4" TAPE MASTIC MK. H3000 30 2 1 / 2 " 2 1 / 2 " 7" 12" 2 1 / 2 " 2 1 / 2 " 7" 12" 2 1 / 2 " 2 1 / 2 " 7" 12" HIGH EAVE, RIDGE, & END LAP 2 1 / 2 " 12" 2 1 / 2 " 12" 2 1 / 2 " 12" INTERMEDIATE PURLINS 9 1/2"9 1/2"9 1/2" 2 1 / 2 " 2 1 / 2 " 12" 2 1 / 2 " 2 1 / 2 " 12" 2 1 / 2 " 2 1 / 2 " 12" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " LOW EAVE R-Panel ROOF STRUCTURAL FASTENER SPACING (STANDARD) 12" 12" 12" 36" END LAP, IF REQUIRED NOTE: FIELD DRILLING AT LAPPED OR NESTED PURLIN CONDITIONS MAY BE REQUIRED FOR STRUCTURAL FASTENERS DA0001 STRUCTURAL FASTENER MK. H10 SEE THE R-Panel ROOF SIDE LAP FASTENER SPACING DETAIL FOR SIDE LAP FASTENER SPACING LOW EAVE END OF PANEL EAVE MEMBER (VARIES), EAVE STRUT SHOWN FOR REFERENCE INTERMEDIATE PURLIN END LAP PURLIN (IF END LAP IS REQUIRED) INTERMEDIATE PURLIN RIDGE OR HIGH EAVE PURLIN FASTEN INSULATION WITH H1020 FASTENER & H2200 INSULATION WASHER 12" O.C. AT LOW SIDE AND HIGH SIDE MEMBERS. FASTEN AT AT HIGH RIB LOCATIONS. 30 NOTE: FILL RIDGE CAP VOID WITH INSULATION ROOF PANEL RAKE TRIM (RS ___) SELF-DRILLING SCREWS METAL PEAK BOX PREPARATION PEAK BOX PREPARATION STEP 1 PRIOR TO INSTALLING THE FIRST OR LAST PIECE OF RIDGE CAP, THE PEAK BOX (EITHER PRE-FABRICATED OR FIELD FABRICATED) NEEDS TO BE PREPPED AND DRY-FIT TO ENSURE PROPER FIT UP. NEXT APPLY A BEAD OF POLYURETHANE TUBE CAULK (H3152)ON THE UNDERSIDE OF THE PEAK BOX WHERE ANY GAPS MAY BE PRESENT. FIELD NOTCH THE BACK OF THE PEAK BOX TO MATCH THE PROFILE OF THE RIDGE CAP. RIDGE CAP WITH METAL PEAK BOX INSTALLATIONDETAIL SHOWN WITH ROOF AND WALL PANEL ALIGN THE END OF THE RIDGE CAP AS SHOWN METAL PEAK BOX INSTALLATION AT STANDARD RAKE TRIM STEP 3 INSTALL CONTINUOUS 3/4” TAPE MASTIC (H3000) ALONG THE TOP AND BOTTOM OF THE OUTSIDE CLOSURES ON BOTH SIDES OF THE RIDGE. PLACE THE TAPE MASTIC AND CLOSURES ONTO ROOF PANEL. REMOVE THE PAPER BACKING ONLY AS WORK PROGRESSES. RIDGE CAP MUST BE PROPERLY POSITIONED BEFORE TOUCHING THE MASTIC. MASTIC CANNOT BE REUSED. PLACE A BEAD OF POLYURETHANE TUBE CAULK (H3152)ON BACK OF TABS “B” WHERE IT WILL CONTACT THE RAKE TRIM. CENTER THE RIDGE CAP OVER THE CLOSURES AND TIGHTLY AGAINST THE BACK OF THE RAKE TRIM. NEXT APPLY A CONTINUOUS BEAD OF POLYURETHANE TUBE CAULK (H3152) ON THE UNDERSIDE OF THE PEAK BOX WHERE IT WILL COME INTO CONTACT WITH THE RAKE TRIMS. PLACE A BEAD OF POLYURETHANE TUBE CAULK (H3152) BETWEEN TAB “A” AND TAB “B” ON THE RIDGE CAP. ALSO APPLY POLYURETHANE TUBE CAULK (H3152) ON TABS "B" AND "C" WHERE PEAK BOX WILL FIT. CENTER THE PREPARED PEAK BOX AT THE RIDGE OVER THE RAKE TRIM AND TABS OF THE RIDGE CAP AND FASTEN THROUGH THE TABS AND INTO THE TABS OF THE RIDGE CAP WITH TRIM COLORED SELF-DRILLING SCREWS (H1050). ALSO ATTACH PEAK BOX BOTTOM FLANGE TO WALL PANEL WITH STITCH FASTENER SIMILAR TO RAKE TRIM. RIDGE CAP PREPARATION STEP 2 PEAK BOX RIDGE CAP TUBE CAULK 3/4" 1" Tab "A"Tab "B" CREATE TABS AS SHOWN BELOW. THESE TABS WILL SEAL TO THE BACKSIDE OF THE RAKE TRIMS. ONCE TABS HAVE BEEN CREATED, DRY-FIT THE RIDGE CAP TO THE BACK OF THE RAKE TRIM. ROLL THE PEAK BOX OVER THE RAKE TRIM AND RIDGE CAP TABS AS SHOWN BELOW TO DRY-FIT. ROOF SLOPE PEAK BOX 0.5:12 MPA 50 1:12 MPA 01 2:12 MPA 02 3:12 MPA 03 4:12 MPA 04 5:12 MPA 05 6:12 MPA 06 A A A A A A A A C C C C C C C C K K K K K K K K N N N N N N N N 3/4" Tab "C" 7" RAKE TRIM RIDGE CAP H1050 FASTENER OUTSIDE CLOSURE 3/4" TAPE MASTIC (CONTINUOUS TOP AND BOTTOM) PEAK BOX FIELD CUT THE LOWER PORTION OF PEAK BOX OFF AS SHOWN. THESE TABS WILL BE ROLLED UP AND THEN FOLDED DOWN OVER THE RIDGE CAP TABS AS SHOWN BELOW. FIELD VERIFY MEASUREMENTS WITH RIDGE CAP AS NEEDED. TABS SHOULD MATCH PROFILE OF RIDGE CAP. 1 3 / 4 " DG7230 PIECE OF MAR02 DROP ATTACHED TO UNDERSIDE OF PEAK BOX W/ (3) H1100 POP RIVETS. WILL BE NOTCHED SAME AS PEAK BOX. THIS WILL ACT AS BACKER TO FASTEN RIDGE CAP INTO. 5"± DO0005 SOFFIT PANEL ERECTION DETAIL H10 STITCH FASTENER H10 STRUCTURAL FASTENER LINER PANEL SIDE LAP SOFFIT MEMBER (TYP) STITCH FASTENERS AT 30" O.C. MAXIMUM BETWEEN SUPPORTS 36" NET COVERAGE ERECTOR NOTE: ERECTION OF THE SOFFIT PANEL MUST BE COORDINATED PROPERLY WITH THE SOFFIT TRIM CONDITIONS AS SHOWN IN THE ERECTION DETAILS. PLACEMENT AND ORIENTATION OF THE SOFFIT PANEL MAY VARY BY CONDITION AND SUPPORT MEMBERS MAY ALSO VARY. USE THIS FASTENING PATTERN UNLESS TRIM SECTION SHOWS A SPECIFIC PATTERN.36" NET COVERAGE R-PANEL A-PANEL REVERSE R-PANEL 60 40 SD 2 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ro o f S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 7 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 DO0310 RAKE DETAIL w/ SOFFIT PANELSRAKE EXTENSION DETAIL SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS RAKE EXTENSION ROOF INSULATION (NOT BY MBS) SL SECONDARY MEMBER WALL INSULATION (NOT BY MBS) WALL PANEL MAIN BUILDING ROOF PANEL R-PANEL MK. COR__ A-PANEL REV. R-PANEL MK. COA__ MK. COV__ WALL PANEL CLOSURE H10 FASTENERS @ 1'-0" O.C. SCT121 @ R-PANEL & A-PANEL JTD121 @ REV R-PANEL SOFFIT PANEL SECONDARY MEMBER WALL PANEL ROOF PANEL RAKE TRIM EXTENSION TRIM SOFFIT PANEL (R-PANEL SHOWN, OTHERS SIMILAR) RAKE SCULPTURED MK. RS_ _ _ _ SECONDARY MEMBER RAKE LAP & FLASHING BACKER SLIDE FIELD CUT SECTION OF FLASHING ENDLAP BACKER ONTO THE LOWER TRIM PIECE AS SHOWN BELOW. PLACE TAPE MASTIC NEXT TO HEM OF THE BACKER (NOT ON TOP OF HEM). APPLY CONTINUOUS BEAD OF CAULK 1" FROM END OF TRIM DOWN PROFILE OF TRIM. FASTEN LAP WITH STITCH FASTENERS AND POP RIVETS AS SHOWN. ROOF STRUCTURAL FASTENERS SHOULD BE USED TO FASTEN THROUGH PANEL FLAT INTO RAKE ANGLE. 2"UPPER TRIM LOWER TRIM FEB120 3/4" TAPE MASTIC 5 1/4" 2 5/8"2 5/8" NOTCH HEM AND BEND TO MATCH PROFILE FLASHING ENDLAP BACKER FIELD CUT FROM STANDARD FEB120 FEB120 3/4" TAPE MASTIC H3152 POLYURETHANE CAULK 2 1/4" TAPE MASTIC H1100 POP RIVETS 3/4" MASTIC MARRY TO MASTIC BELOW H1050 STITCH FASTENERS H1030 STRUCTURAL FASTENERS H1050 STITCH FASTENERS RAKE EXTENSION TRIM ETR1121 @ 8", 9 1/2" & 10" PURLINS ETR2121 @ 12" PURLINS SOFFIT PANEL (R-PANEL SHOWN) SCT121 @ R-PANEL & A-PANEL JTD121 @ REV R-PANEL H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ EACH SUPPORT H10 FASTENERS @ 1'-0" O.C. BETWEEN H10 FASTENERS @ EACH SUPPORT H10 FASTENERS @ 1'-0" O.C. BETWEEN H10 FASTENERS @ 1'-0" O.C. SL 3 1/4" SL RAKE EXTENSION SOFFIT AT BUILDING STEEL LINE END OF RAKE EXTENSION H1050 (4" O.C. BETWEEN SUPPORTS) H1030/H1035 (AT SUPPORTS) ROOF PANEL 2 1/4" TAPE MASTIC MK. H3020 BETWEEN TRIM & ROOF PANEL (APPLY MASTIC TO TRIM PRIOR TO INSTALLING TRIM) H10 FASTENERS @ 1'-0" O.C. 60 40 40 60 40 60 60 EXTENSION LENTH 60 DO0010 EAVE WITH OR WITHOUT GUTTER DETAIL w/ SOFFIT PANELSLOW EAVE EXTENSION DETAIL 5 1/4" GUTTER HANGER H2190 @ 2'-0" O.C. w/ (3) H1050 FASTENERS GUTTER MK. GS_ _ _ _ H1050 FASTENERS @ 1'-0" O.C.ROOF PANEL 3/4" TAPE MASTIC H3000 LOW EAVE FLASH MK. LEU121 1/2" TAPE MASTIC H3010 SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS GUTTER LAP & END CAP APPLY BEAD OF POLYURETHANE CAULK 1" FROM END OF TRIM AND LAP SECTIONS 2" AND FASTEN AS SHOWN. TO TERMINATE THE GUTTER APPLY POLYURETHANE CAULK TO THREE SIDES OF END CAP AND TOP RETURN AREA AS SHOWN AND INSERT 1/2" INTO END OF GUTTER. ATTACH WITH RIVETS SAME AS END LAP. SL 2" LAP LINE H3152 POLYURETHANE CAULK H1100 POP RIVETS H3152 POLYURETHANE CAULK H4000_ GUTTER END CAP EAVE MEMBER EXTENSION TRIM ET_ _121 SOFFIT PANELH10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. EAVE EXTENSION ROOF INSULATION (NOT BY MBS) SL EAVE MEMBER WALL INSULATION (NOT BY MBS) WALL PANEL IF EAVE MEMBER IS EAVE STRUT AS SHOWN, FILL WITH INSULATION MAIN BUILDING ROOF PANEL R-PANEL MK. COR__ A-PANEL REV. R-PANEL MK. COA__ MK. COV__ WALL PANEL CLOSURE H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. SCT121 SOFFIT PANEL END OF EAVE EXTENSION EAVE EXTENSION SOFFIT AT BUILDING STEEL LINE H10 FASTENERS @ 1'-0" O.C. EAVE MEMBER WALL PANEL ROOF PANEL GUTTER GUTTER HANGER LOW EAVE FLASH EXTENSION TRIM SOFFIT PANEL H10 FASTENERS @ 1'-0" O.C. GUTTER SHOWN IF REQ'D 2" TO P O F P A N E L T O E A V E G REQ'D ONLY FOR GUTTER G G G G G G G R-PANEL MK. COR__ A-PANEL REV. R-PANEL MK. COA__ MK. COV__ WALL PANEL CLOSURE SL EAVE MEMBER DEPTH 1 = 8" TO 10" 2 = 12" EAVE MEMBER TYPE C = CEE CHANNEL S = "S" CHANNEL H10 FASTENERS @ 1'-0" O.C. H10 FASTENER (SEE THE ROOF STRUCTURAL FASTENER SPACING DETAIL) INSIDE PANEL CLOSURE MK. CIRS0 WITH 3/4" TAPE MASTIC (MK. H3000) TOP AND BOTTOM 3/4" TAPE MASTIC MK. H3000 (6" PIECE), BETWEEN PANEL AND HANGER @ FASTENERS 40 60 60 40 60 EXTENSION LENTH 40 60 30 SD 3 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ro o f S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 1 : 5 9 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 DO0610 SOFFIT PANEL ENDLAP ROOF LINE 4" PURLIN 40H10 FASTENERS AT 1'-0" O.C. CEILING LINER PANEL DO0410 HIGH EAVE DETAIL w/ SOFFIT PANELSHIGH EAVE EXTENSION DETAIL SEE WALL SHEETING ERECTION NOTES FOR WALL PANEL FASTENER LOCATIONS EAVE EXTENSION SL GIRT WALL INSULATION (NOT BY MBS) WALL PANEL MAIN BUILDING ROOF PANEL R-PANEL MK. COR__ A-PANEL REV. R-PANEL MK. COA__ MK. COV__ WALL PANEL CLOSURE H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. SCT121 SOFFIT PANEL EAVE EXTENSION SOFFIT AT BUILDING STEEL LINE WALL PANEL ROOF PANEL SCULPTURED TRIM EXTENSION TRIM SOFFIT PANEL 2" TO P O F P A N E L T O E A V E HIGH EAVE LAP & FLASHING BACKER SLIDE FIELD CUT SECTION FLASHING ENDLAP BACKER ONTO THE LOWER TRIM PIECE. PLACE TAPE MASTIC NEXT TO HEM OF THE BACKER (NOT ON TOP OF HEM). APPLY CONTINUOUS BEAD OF CAULK 1" FROM END OF TRIM DOWN PROFILE OF TRIM. FASTEN LAP WITH STITCH FASTENERS AND POP RIVETS AS SHOWN. EAVE MEMBER SOFFIT PANEL H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. R-PANEL MK. COR__ A-PANEL REV. R-PANEL MK. COA__ MK. COV__ WALL PANEL CLOSURE ROOF INSULATION (NOT BY MBS) HTD121 TO PROTECT ROOF INSULATION, SUPPLIED IN WHITE COLOR NOTE: ROOF INSULATION NEEDS TO EXTEND OVER PURLINS TO PROVIDE SUPPORT UNDER PANEL AT PURLIN LOCATIONS. WALL INSULATION TERMINATION SHOWN IS A SUGGESTION BUT MAY VARY. SL EXTENSION TRIM ET_ _121 EAVE MEMBER DEPTH 1 = 8" TO 10" 2 = 12" EAVE MEMBER TYPE C = CEE CHANNEL S = "S" CHANNEL SCULPTURED TRIM MK. HRS___ H1050 FASTENERS @ 12" O.C. OUTSIDE PANEL CLOSURE CORS0 WITH 3/4" TAPE MASTIC (H3000) TOP AND BOTTOM ROOF PANEL SL 5 1/4" H10 FASTENERS @ 1'-0" O.C. 9 1/4" 1 1/2"4 1/4" NOTCH HEM AND BEND TO MATCH PROFILE FLASHING ENDLAP BACKER FIELD CUT FROM STANDARD FEB120 3 1/2" 2"UPPER TRIM LOWER TRIM FEB120 3/4" TAPE MASTIC FEB120 3/4" TAPE MASTIC H3152 POLYURETHANE CAULK 3/4" TAPE MASTIC H1100 POP RIVETS 3/4" MASTIC MARRY TO MASTIC BELOW H1050 STITCH FASTENERS 60 40 60 40 EXTENSION LENTH 60 60 40 60 20 DOX010LOW EAVE EXTENSION @ LEAN-TO DETAIL 5 1/4" ROOF PANEL 3/4" TAPE MASTIC H3000LOW EAVE FLASH MK. LEU121 SL EAVE MEMBER H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. H10 FASTENERS @ 1'-0" O.C. H10 FASTENER (SEE THE ROOF STRUCTURAL FASTENER SPACING DETAIL) INSIDE PANEL CLOSURE MK. CIRS0 WITH 3/4" TAPE MASTIC (MK. H3000) TOP AND BOTTOM 50H10 FASTENERS @ 1'-0" O.C. HIGH EAVE TRIM MK. TRIM-1 FRAMING ANGLE MK. MAR01 OUTSIDE PANEL CLOSURE MK. CORS0 WITH 3/4" TAPE MASTIC (MK. H3000) TOP AND BOTTOM SD 4 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Ro o f S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 0 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 GA0005 WALL PANEL CLOSURE REQUIREMENTS SEE SPECIFIC DETAILS & WALL PANEL ELEVATIONS FOR PART MARKS & CLOSURE LOCATIONS BLDG. SCULPTURED RAKE TRIM: - STRAIGHT CLOSURES PROVIDED UP TO 1 1/2:12. BEVELED CLOSURES UP 9:12. BLDG. RAKE PARAPET: CLOSURES ALWAYS PROVIDED - STRAIGHT CLOSURES UP TO 1 1/2:12. BEVELED CLOSURES UP 9:12. BLDG. HIGH EAVE PARAPET: CLOSURES ALWAYS PROVIDED -STRAIGHT CLOSURES. BLDG. LOW EAVE BASIC / ON-SLOPE GUTTER / HORIZ GUTTER: - STRAIGHT CLOSURES PROVIDED. BLDG. BASE TRIM: STRAIGHT CLOSURES PROVIDED. BLDG. FRAMED OPENING HEAD TRIM / SILL TRIM: - STRAIGHT CLOSURES PROVIDED. BLDG. PARAPET GUTTER: CLOSURES ALWAYS PROVIDED - STRAIGHT CLOSURES. EAVE/RAKE EXTENSION WITH SOFFIT PANEL: CLOSURES ALWAYS PROVIDED, TRANSLUCENT WALL PANEL: CLOSURES ALWAYS PROVIDED. BLDG. WAINSCOT TRANSITION: - STRAIGHT CLOSURES PROVIDED. BLDG. HIGH EAVE SCULPTURED TRIM: - STRAIGHT CLOSURES PROVIDED. INSET/RECESSED WALLS: CLOSURES ALWAYS PROVIDED. BOXED CANOPIES: CLOSURES ALWAYS PROVIDED. CLOSED FASCIA'S: CLOSURES ALWAYS PROVIDED. CONTRACT SELECTION: ALL CONDITIONS, IF APPLICABLE GA0000 WALL SHEETING GENERAL NOTES BUILDING & PANEL PREPARATION STEP 1: PLUMB AND SQUARE THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL. MAKE SURE THAT THE FOUNDATION AND BUILDING STRUCTURE IS SQUARE, LEVEL, AND CORRECT TO THE OUT-TO-OUT STEEL LINE DIMENSIONS. SEE FIGURE "A" STEP 2: GIRT BLOCKING BLOCK GIRTS TO “LEVEL” POSITION BEFORE STARTING THE WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE. IT IS RECOMMENDED TO BLOCK AT LEAST TWO BAYS AND LEAP FROG THE BLOCKING AS A BAY IS SHEETED. BLOCKING SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN SHEETED. SEE FIGURE "B" STEP 3: PRE-DRILL PANEL LAP STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE GROUND IN PILES NOT EXCEEDING 10 PANELS. THEN PLACE SMALL WOODEN BLOCKS UNDER SIDE-LAPPING EDGE OF STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND POSITION WHILE DRILLING FASTENER HOLES. HOLD PANELS TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIERS. CAREFULLY MARK POSITIONS FOR SIDE-LAP FASTENERS ON TOP OF HIGH RIB. FASTENERS SHOULD BE LOCATED “ON CENTER” OF HIGH RIB. DRILL HOLES FOR “STITCH” FASTENER (USE #1,-7/32” - 15/64” DRILL-BIT) ON TOP SHEET OF SIDE-LAP. BE SURE PANELS ARE WELL NESTED BEFORE DRILLING. SEE FIGURE "C" FASTENER INSTALLATION RECOMMENDED TOOL TYPES: SEE ALSO FASTENER SCHEDULE 4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS) 2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH MANUAL OR ELECTRIC RIVET TOOL DO NOT USE IMPACTING TOOLS TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE SIZE/CHORD LENGTH. 16 GAGE WIRE, MAXIMUM CHORD LENGTH = 100’ 14 GAGE WIRE, MAXIMUM CHORD LENGTH = 200’ 12 GAGE WIRE, MAXIMUM CHORD LENGTH = 300’ DRIVING TIPS: SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE... COMPRESS THE INSULATION AT FASTENER LOCATION WITH ONE HAND WHILE DRIVING THE FASTENER WITH THE OTHER. THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM “WALKING”. DRIVE FASTENERS PERPENDICULAR TO PANEL SURFACE. EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK. DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION. PANEL ORIENTATION AND ALIGNMENT NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL. PANELS SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY / COVERAGE FOR THE LENGTH OF THE WALL. PANEL ERECTIONR-PANEL A-PANEL REVERSE R-PANEL TUCK PANEL TIGHT TO THIS CORNERMAY VARY MAY VARY STEEL LINE STEEL LINE STEEL LINE GIRT BLOCKING (NOT BY METAL BUILDING SUPPLIER) FOUNDATION FIGURE "C" BASE TRIM LAP SEALANT AT BASE TRIM LAPS, APPLY A BEAD OF POLYURETHANE TUBE CAULK (H3152) TO ALL ADJOINING SURFACES AND LAP 1”. SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR PROJECT. IF JOB HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE, ATTACH TO INSIDE OF WALL PANEL AT BASE AND FASTEN THROUGH PANEL AND CLOSURE, INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE. REFER TO THE WALL PANEL ERECTION DETAIL FOR MORE FASTENING INFO. USE SUPPLIED BASE CORNER PIECES OR FIELD MITER BASE TRIM AT CORNERS. INSULATION HINT: AT THE BASE, FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER FROM WICKING. POLYURETHANE TUBE CAULK (TYP) BASE TRIM (NO FASTENERS REQ'D AT LAP) IT IS RECOMMENDED THAT THE EXPOSED EDGE OF THE TRIM LAPS BE CAULKED IN ORDER TO HELP PREVENT RUSTING. BASE TRIM FIELD NOTCH THE "BACK" VERTICAL LEG OF THE BASE TRIM 1" AT ALL LAPS 1"LAP TUBE CAULK (APPLY TO ALL (4) ADJOINING SURFACES) 1"LAP FIELD CUTTING PANELS WHEN FIELD CUTTING OR MITERING WALL PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY. ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING AND/OR CORROSION. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGE/DETERIORATION DUE TO USE OF UNAPPROVED TOOLS. GAP NO GAP 1. PUT THE TOP OF THE FASTENER INTO THE NUT DRIVER. NOTE: FOR PAINTED FASTENERS, PLACE A SINGLE OR DOUBLED LAYER OF PLASTIC BETWEEN THE FASTENER HEAD AND THE NUT DRIVER. 2. PLACE THE POINT OF THE FASTENER ONTO A HARD SURFACE AND FIRMLY HIT THE TOP OF THE NUT DRIVER 2-3 TIMES. 4. BAD SET VS. GOOD SET.3. THE BASE OF THE NUT DRIVER SHOULD NOW BE CONTACTING THE TOP OF THE HEAD OF THE FASTENER WITH NO GAPS. BASE TRIM (TRIM PROFILE VARIES PER PROJECT) ATTACHMENT TO FOUNDATION IS NOT BY METAL BUILDING SUPPLIER GIRT (SPACING VARIES PER PROJECT) EAVE FLASH NOT SHOWN FOR CLARITY. (SEE ERECTION DRAWING LOW EAVE DETAIL FOR FASTENER REQUIREMENTS AND PART NUMBERS) EAVE STRUT SIDE-LAP WITH STITCH FASTENERS (SEE WALL PANEL ERECTION DETAIL FOR MARK NUMBER AND SPACING) GIRT BLOCKING AS DESCRIBED IN BUILDING AND PANEL PREPARATION STEP 2 (NOT BY METAL BUILDING SUPPLIER) SQUARE SQUARE 3'-0" (PANEL COVERAGE DRILL BIT TOP LAP PRE-DRILLED TOP PANEL WOOD BLOCK FIGURE "A" EAVE MEMBER FRAME FIGURE "B" PANEL INSTALLATION & FASTENER SEQUENCE STEP 1: INSTALL FIRST PANEL INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL LINE AS SHOWN IN THE CORNER DETAILS USING THE START/FINISH DIMENSION SHOWN ON THE PLAN. IT IS EXTREMELY IMPORTANT THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE. USE A LEVEL OR A TRANSIT TO AID IN THIS PROCESS. PLACE A 1/8" SHIM ON THE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM. ENSURE THAT THE WEIGHT OF THE PANEL DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN. BASE TRIM SHOULD HAVE A SLIGHT SLOPE TO ALLOW WATER TO RUN OUT AND NOT SIT ON BASE TRIM. SEE FIGURE "D" - TO RIGHT WHEN INSTALLING THE PANEL, APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANEL AND CAUSING OIL CANNING. SEE FIGURE "E" - ABOVE RECOMMENDED PANEL FASTENING SEQUENCE IS SHOWN TO THE RIGHT. THIS PATTERN AIDS IN PLUMBING AS WELL AS MAINTAINING PANEL COVERAGE / MODULARITY. SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE BEST DETERMINED IN THE FIELD. DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE PANEL. THIS CREATES OIL CANNING. MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED PANEL. STEP 2: INSTALL SUBSEQUENT PANELS INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL. SEE BELOW FOR PROPER ALIGNMENT AT SIDE-LAP. CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE A TIGHT SIDE-LAP. CONTINUE FOR THE REMAINDER OF THE WALL, CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED. (TRIM SHOULD BE INSTALLED AROUND OPENINGS PRIOR TO INSTALLING PANEL) RECOMMENDED TIPS: WALL PANELS CAN BE INSTALLED LEFT TO RIGHT OR RIGHT TO LEFT. IT IS RECOMMENDED TO INSTALL SHEETS STARTING OPPOSITE THE PREVAILING VIEW / WIND SO THAT THE SIDE-LAP SEAM IS AWAY AND LESS NOTICEABLE. LAP LEG LAP LEG BEARING LEG LAP LEG BEARING LEG BEARING LEG TUCK PANEL TIGHT TO THIS CORNER PUSH NEXT TO MAJOR RIB IN FLAT OF PANEL FIGURE "D" FIGURE "E" NOTE: BASE TRIM PROFILES ARE MANUFACTURED WITH A 5°D SLOPE TO PROMOTE WATER SHED. ENSURE SLOPE IS PRESENT TO PREVENT HOLDING WATER. DO NOT ALLOW WEIGHT OF PANEL TO OVER BEND TRIM CREATING LARGER GAP AT RIB OF PANEL. CORRECT OVER BENT SHOWS GAP @ HIGH RIBS UNDER BENT HOLDS WATER 4 5 1 2 7'-6" (STD) SHE E T I N G D I R E C T I O N 3 9 10 6 7 8 14 15 11 12 13 APPLY EVEN PRESSURE WITH FOREARM AS SHOWN. DO NOT CAUSE PANEL TO GROW IN WIDTH. WALL INSULATION H1020 / H2200 SUPPLIED @ 1'-0" O.C. FOR INSULATION TIE-OFF SD 5 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 1 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 GA0010 CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) GIRT EAVE ANGLE MK. MAL (S.L.V.) MAL01 = 1:12 MAL12 = 2:12 MAL13 = 3:12 MAL14 = 4:12 H1020 FASTENERS AT 60" O.C. EAVE STRUT SIDEWALL STEEL LINE CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) PURLIN GIRT EAVE ANGLE SEE CHART H1020 FASTENERS AT 60" O.C. EAVE PURLIN W/ EAVE ANGLE SIDEWALL STEEL LINE CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) PURLIN RIGID FRAME ENDWALL RAFTER ENDWALL GIRT ENDWALL GIRT ENDWALL RAFTER SIDEWALL STEEL LINE PURLIN INTERMEDIATE GIRT EAVE ANGLE MK. MAF__ OR MAJ8_ (S.L.V.) SEE EAVE ANGLE CHART RAKE ANGLE CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) ANGLE MK. MAR01 W/ (1) H1020 AT EACH PURLIN CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) ANGLE MK. MAR01 W/ (1) H1020 AT EACH PURLIN CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) SIDEWALL STEEL LINE EAVE ANGLE MK. MAE__ (S.L.V.) MAE01 = 1:12 MAE02 = 2:12 MAE03 = 3:12 MAE04 = 4:12 MAE05 = 5:12 MAE06 = 6:12 H1020 FASTENERS AT 60" O.C. GIRT PURLIN GIRT EAVE ANGLE SEE CHART H1020 FASTENERS AT 60" O.C. EAVE PURLIN W/ EAVE ANGLE SIDEWALL STEEL LINE CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) HIGH EAVE EAVE STRUT INTERMEDIATE GIRT GENRAL NOTES FOR PURLIN & GIRT: 1. FIELD DRILL HOLE IN LINER PANEL AT THROUGH BOLT LOCATIONS. 2. FIELD CUT &/OR FLATTEN PANEL RIB IF INTERFERENCE WITH FLANGE BRACE OCCURS. CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) BASE ANGLE (SHOWN) CONDITION VARIES CAVITY FILLED INSULATION (IF REQ'D) (NOT BY METAL BUILDING SUPPLIER) FASTEN AT 3'-0" O.C. MAX. (FASTENERS NOT BY METAL BUILDING SUPPLIER) PURLIN 3'-8 1/4" TYP 3'-5 1/4" TYP FBN01 W/ (2) H0603 BOLTS (2) H0300 NUTS (2) H0200 WASHERS LS FABRIC LINER RAFTER FLANGE BRACE 8" & 1 2 " P U R L I N 9. 5 " P U R L I N 2" 2. 7 5 " FLANGE BRACE AT PURLIN & RAFTER SEE FLANGE BRACE CAD DETAILS AG____ FOR ADDITIONAL INFORMATION ERECTOR NOTE: INSTALL FLANGE BRACE CLIP FBN01 PRIOR TO INSTALLING FABRIC LINER COLUMN FLANGE BRACE FABRIC LINER 8" & 1 2 " G I R T 9. 5 " G I R T 2. 7 5 " 2" FBN01 W/ (2) H0603 BOLTS (2) H0300 NUTS (2) H0200 WASHERS WALL GIRT2'-5 1/4" TYP 2'-8 1/4" TYP SEE FLANGE BRACE CAD DETAILS AG____ FOR ADDITIONAL INFORMATION FLANGE BRACE AT COLUMN & GIRT LS (FOR SLOPES >1:12 & <= 4:12) LOW EAVE INSULATION ANGLE AT EAVE STRUT 8", 9.5" OR 12" (HOLD) LOW EAVE INSULATION ANGLE AT REVERSE PURLIN (FOR SLOPES 5:12) 8", 9.5" OR 12" (HOLD) 8", 9.5" OR 12" (HOLD) LOW EAVE INSULATION ANGLE AT REV. PURLIN (FOR SLOPES 6:12 ONLY) HIGH EAVE INSULATION ANGLE AT EAVE STRUT 8" OR 9.5" 8" OR 9.5" (HOLD) EAVE MEMBER HIGH EAVE INSULATION ANGLE AT GIRT/CHANNEL VARIES 1'-4" STANDARD CENTERLINE OF FRAMEENDWALL STEEL LINE INSULATION ANGLE AT RAKE DETAIL VARIESENDWALL STEEL LINE CENTERLINE OF RAFTER PURLIN RAKE ANGLE INSULATION ANGLE AT RAKE DETAIL FINISHED FLOOR INSULATION ANGLE AT BASE GIRT DEPTH 8" PURLIN DEPTH 8" 9.5" 12" 9.5"12" MAL19 MAL19 MAL19 MAL20 MAL19 MAL19 MAL20 MAL20 MAL20 NOTE: ORIENTATION OF LONG LEG CAN BE ROTATED TO PROVIDE A BETTER FIT TO BOTTOM LEG OF PURLIN. GIRT DEPTH 8" PURLIN DEPTH 8" 9.5" 12" 9.5"12" MAL21 MAL21 MAL21 MAL22 MAL21 MAL21 MAL22 MAL22 MAL22 NOTE: ORIENTATION OF LONG LEG CAN BE ROTATED TO PROVIDE A BETTER FIT TO BOTTOM LEG OF PURLIN. H1020 FASTENERS AT 60" O.C. GIRT DEPTH ROOF SLOPE EAVE ANGLE MAF01 MAF02 MAF03 MAF04 MAJ81 4:12 3:12 2:12 1:12 4:12 3:12 2:12 1:128", 9.5" 8", 9.5" 8", 9.5" 8", 9.5" 12" 12" 12" 12" MAJ82 MAJ83 MAJ84 SD 6 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 2 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 GC0051 H10 AT EACH SUPPORT H10 12" O.C. BETWEEN SUPPORTS INSIDE CORNER DETAIL INSIDE CORNER MK CIB121 ST A R T / F I N I S H D I M SE E E L E V A T I O N START / FINISH DIM SEE ELEVATION CL S L C L SL NOTE 1 GIRT GIRTH10 12" O.C.NOTE 1 TYPICALLY FILLER TRIM MK. MFR121 (SHOWN) IS NOT REQUIRED WHERE START/FINISH DIMENSION IS LESS THAN OR EQUAL TO 3 1/2". HOWEVER AT LEAST (1) RUN OF FILLER TRIM MAY BE PROVIDED FOR WALL PANEL MODULARITY. SEE ELEVATIONS WALL PANEL WALL PANEL 60 40 60 GA0020 WALL PANEL ERECTION 1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING PANEL ERECTION. MAINTAIN WOOD BLOCKING (NOT BY METAL BUILDING SUPPLIER) UNTIL PANEL TO STRUCTURAL FASTENERS ARE INSTALLED. 2. ALIGN AND PLUMB FIRST WALL PANEL. 3. TO PREVENT "OIL-CANNING", ALL PANEL FASTENERS SHOULD START FROM BASE MEMBER AND THEN BE SECURED TO EACH STRUCTURAL GIRT TOWARD THE EAVE. 4. FOUNDATION MUST BE SQUARE, LEVEL, AND CORRECT TO THE OUT-TO-OUT STEEL LINE DIMENSIONS. 5. ERECTION CREW IS TO CLEAN ALL WALL PANELS BEFORE LEAVING JOB SITE. 6. ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS ARE AWAY FROM THE MAIN TRAFFIC AREA'S LINE OF SIGHT. 7. STORE PANELS PROPERLY TO PREVENT MOISTURE. 8. AT FLUSH GIRT CONDITIONS, PRE-DRILL COLUMNS (& STUBS IF REQ'D) FOR EASE OF PANEL ATTACHMENT AT THESE AREAS. 9. INSTALL BASE PANEL CLOSURES (IF JOB REQUIRES THEM). SEE BASE TRIM DETAILS. H10 STITCH FASTENER H10 STRUCTURAL FASTENER H10 12" O.C. AT TRIM CORNER TRIM EAVE MEMBER WALL PANEL SIDE LAP GIRTS H10 AT 30" O.C. MAXIMUM (MAY OR MAY NOT LINE UP WITH SUPPORTS) 36" NET COVERAGE BASE MEMBER ERECTOR NOTE: 1/2" SIDELAP MASTIC (H3010) IS REQUIRED IN SNOWDRIFT CONDITIONS. REFER TO THE ELEVATIONS FOR LOCATION REQUIREMENTS. 60 40 60 60 GB0100 SEE WALL SHEETING ERECTION DETAIL FOR WALL PANEL FASTENER LOCATIONS END CLOSURE MK. H4220 (POLAR WHITE). APPLY TUBE CAULK (H3152) ALL AROUND AND INSERT INTO END OF BSC121 TRIM AT FRAMED OPENINGS, WALKDOORS, AND EXISTING BUILDINGS. MK. H4200 MK. H4210 UNTIL WALL PANELS ARE INSTALLED, (3) H10 SCREWS ARE TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. ERECTOR NOTE: WALL PANEL BASE TRIM MK. BSC121 BASE MEMBER (ANGLE, CHANNEL OR HOT ROLL CHANNEL) FASTEN AT 3'-0" O.C. MAX (FASTENERS NOT BY NBG) SEALANT (NOT BY NBG) **-1/8" GAP RECOMMENDED FOR WATER DRAINAGE STEEL LINE 3 1 / 8 " ** 1" BO T T O M O F W A L L PA N E L TO P O F S L A B O R MA S O N R Y ABOVE FINISH FLOOR BASE TRIM DETAIL END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM H10 FASTENERS AT O.C. INSIDE PANEL CLOSURE MK. CIRS0 @ R-PANEL MK. CIAS0 @ A-PANEL MK. CIVS0 @ REVERSE R-PANEL INSTALL CORNER CAPS WITH H1100 RIVETS40 40 6" GC0021 H10 AT EACH SUPPORT H10 12" O.C. BETWEEN SUPPORTS OUTSIDE CORNER MK COB___ GIRTS START / FINISH DIM SEE ELEVATION ST A R T / F I N I S H D I M SE E E L E V A T I O N C L SL CL S L H10 12" O.C. NOTE 1 OUTSIDE CORNER DETAIL NOTE 1 TYPICALLY FILLER TRIM MK. MFR121 (SHOWN) IS NOT REQUIRED WHERE START/FINISH DIMENSION IS LESS THAN OR EQUAL TO 3 1/2". HOWEVER AT LEAST (1) RUN OF FILLER TRIM MAY BE PROVIDED FOR WALL PANEL MODULARITY. SEE ELEVATIONS WALL PANEL WALL PANEL 60 40 60 SD 7 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 3 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 GD0005 FRAMED OPENING COVER TRIMFOR ALL STANDARD WALL PANEL TYPES SILL SHOWN, HEAD AND JAMBS SIMILAR CC8___ (USE AT 8" CEE, HOT ROLL) CC9___ (USE AT 9 1/2" CEE, HOT ROLL) CC1___ (USE AT 10" CEE, HOT ROLL) CC2___ (USE AT 12" HOT ROLL) CS8___ (USE AT 8" STRUCTURAL CEE) CS9___ (USE AT 9 1/2" STRUCTURAL CEE) CS2___ (USE AT 12" STRUCTURAL CEE) CW8___ (USE AT 8" HEADER WRAP) CW9___ (USE AT 9 1/2" HEADER WRAP) CW1___ (USE AT 10" HEADER WRAP) CW2___ (USE AT 12" HEADER WRAP) COVER TRIM CL E A R OP E N I N G EX T E R I O R ERECTOR NOTE: IF LINER PANEL IS NOT REQUIRED, ATTACH COVER TRIM WITH H10 12" O.C. 3" C C _ _ _ _ 2 7 / 8 " C W _ _ _ _ 3 7 / 8 " C S _ _ _ _ REFERENCE LINER PANEL DETAILS FOR TRIM AND FASTENER REQUIREMENTS CC____ TRIM CW____ TRIM CS____ TRIM COLD-FORMED CEE OR HOT ROLLED - USE CC____TRIMS STRUCTURAL CEE ("S" CHANNEL) - USE CS____ TRIMS HEADER WRAP - USE CW____ TRIMS 40 GD0001 PRE-ASSEMBLED & KNOCKDOWN WALKDOORFOR ALL STANDARD WALL PANEL TYPES USE ONLY WHERE STANDARD NBG DOORS ARE REQUIRED. SEE BUILDING INFO COVERSHEET FOR STANDARD DOOR REQUIREMENTS. STAND DOOR UNIT & ADJUST CLIP AT SUBJAMB AS REQUIRED JAMB TRIM (AT LINER ONLY) (3) SELF-DRILLING SCREWS (PROVIDED IN HARDWARE KIT) USE (2) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400 FIELD CUT GIRT TO LENGTH AS REQUIRED. FIELD WORK HOLES IN GIRT TO ACCEPT CLIP AS REQUIRED. REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS GIRT (BELOW 7'-6" ELEV.) FACTORY SUPPLIED CLIP WITH (4) SELF-DRILLING SCREWS (PROVIDED IN HARDWARE KIT) WALL PANEL HTA__ JT___JT___ LINER PANEL (IF REQ'D.) INSULATION (BY OTHERS) GIRT AT 7'-6" A.F.F. H1040 EA. END EXTERIOR WALL PANEL ELEV.= 7'-2" A.F.F. HEAD TRIM MK. HTA044 AT 3070 DOOR MK. HTA080 AT 6070 DOOR DOOR JAMB DOOR (5) H1040 EQUALLY SPACED LINER CAP TRIM MK. HTD___ (REQ'D. AT LINER ONLY) 3070 DOOR MK. DH2043 6070 DOOR MK. DH2079 3070 DOOR MK. DH1043 6070 DOOR MK. DH1079 3070 DOOR MK. DH8043 6070 DOOR MK. DH8079 AT 8" GIRTS AT 10" GIRTS AT 12" GIRTS LINER HEAD COVER DOOR DOOR JAMB SUBJAMB DOOR DOOR JAMB JAMB COVER MK. DJ8088 AT 8" GIRTS MK. DJ9088 AT 9 1/2" GIRTS MK. DJ1088 AT 10" GIRTS MK. DJ2088 AT 12" GIRTS (REQ'D. AT LINER ONLY) (FIELD CUT AS REQ'D) SUBJAMB INSULATION (BY OTHERS) (2) 1/2" Ø EXPANSION BOLTS (PROVIDED IN HARDWARE KIT) CLIP, FACTORY ATTACHED TO SUBJAMB (ADJUST AS REQ'D) (4) SELF-DRILLING SCREWS (PROVIDED IN HARDWARE KIT) SUBJAMB (8" STD.) SUBJAMB, FACTORY INSTALLED ON DOOR DOOR DOOR JAMB FACTORY INSTALLED ON DOOR DOOR HEADER FACTORY INSTALLED ON DOOR CLIP, FACTORY ATTACHED TO SUBJAMB (ADJUST AS REQ'D) BUILDING GIRT AT 7'-6" ELEV. FINISH FLOOR DOOR FRAME INSTALLATION AT TOP DOOR TRIM ELEVATION JAMB TRIM DETAIL - SECTION B HEAD TRIM DETAIL - SECTION A GIRT TO SUBJAMB DETAIL GD0040 CL E A R OP E N I N G CLEAR OPENING FLOOR B B B (SIM) A JAMB TRIM MK. JTA087 JAMB TRIM MK. JTA087 JAMB TRIM MK. JTD087 JAMB TRIM MK. JTD087 JAMB TRIM MK. HTD___ JAMB TRIM MK. HTD___ REQUIRED AT LINER ONLY JAMB COVER MK. DJ8088 AT 8" GIRTS MK. DJ9088 AT 9 1/2" GIRTS MK. DJ1088 AT 10" GIRTS MK. DJ2088 AT 12" GIRTS (REQ'D. AT LINER ONLY) (FIELD CUT AS REQ'D) 3070 DOOR MK. DH9043 6070 DOOR MK. DH9079 AT 9 1/2" GIRTS R-PANEL A-PANEL REVERSE R-PANEL INSIDE PANEL CLOSURE MK. CIRS0 @ R-PANEL MK. CIAS0 @ A-PANEL MK. CIVS0 @ REVERSE R-PANEL R-PANEL A-PANEL REVERSE R-PANEL STAND DOOR UNIT & ADJUST CLIP AT SUBJAMB AS REQUIREDDOOR FRAME INSTALLATION AT BASE 4070 DOORS USE 6070 TRIM (FIELD CUT AS REQUIRED) GD0040 DOOR FRAMED OPENING DETAIL STEP 3 SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM (SEE ABOVE) STEP 4 CAULK FROM END OF HEAD TRIM TO FIRST MAJOR RIB MK. H3152 STEP 1 HEAD TRIM MK. HTA STEP 2 JAMB TRIM MK. JTA JAMB TRIM EDGE OF OPENING 1/4" MAX SLIT TRIM OVERHANG STRUCTURAL FASTENER SEE ISOMETRIC BELOW FOR LOCATIONS STEP 2 - INSTALL JAMB TRIM FIELD CUT WALL PANELS AS REQUIRED AFTER JAMB TRIM INSTALLATION FASTENER KEY STRUCTURAL FASTENER WITH COLD-FORM = H10 STRUCTURAL FASTENER WITH HOT-ROLLED = H1070 NOTE: FIELD TRIM JAMB TRIM LEG AS REQUIRED HEAD TRIM MK. HTA ALTERNATE DETAIL CLEAR OPENING HEADER WALL PANEL CL E A R OP E N I N G FLAT OF JAMB TRIM FL A T O F HE A D T R I M 2" 2" HEAD TRIM JAMB TRIM MK. JTA GIRT JAMB STRUCTURAL FASTENER 12" O.C. FOR ALL STANDARD WALL PANEL TYPES LEFT HAND SHOWN, RIGHT HAND SIMILAR STEP 1 - INSTALL HEAD TRIM INSTALL HEAD TRIM PRIOR TO INSTALLING WALL PANEL STEP 3 - SLIT WALL PANEL SLIT WALL PANEL AS SHOWN PRIOR TO INSTALLING TO ALLOW PANEL TO SLIDE AROUND HEAD TRIM. R-PANEL CLEAR OPENING JAMB TRIM MK. JTA GIRT JAMB CLEAR OPENING JAMB TRIM MK. JTD GIRT JAMB STRUCTURAL FASTENER 12" O.C. STRUCTURAL FASTENER 12" O.C. STEP 3 SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM (SEE ABOVE) STEP 4 CAULK FROM END OF HEAD TRIM TO FIRST MAJOR RIB MK. H3152 STEP 1 HEAD TRIM MK. HTA STEP 2 JAMB TRIM MK. JTA OR JTD - SEE ABOVE REVERSE R-PANEL SHOWN A-PANEL SIMILAR INSIDE PANEL CLOSURE MK. CIRS0 @ R-PANEL MK. CIAS0 @ A-PANEL MK. CIVS0 @ REVERSE R-PANEL R-PANEL A-PANEL REVERSE R-PANEL 40 SD 8 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 4 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 06/29/2023 GD0070 WINDOW FRAMED OPENING DETAIL STEP 4 SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM (SEE BELOW) STEP 5 CAULK FROM END OF HEAD TRIM TO FIRST MAJOR RIB MK. H3152 STEP 1 HEAD TRIM MK. HTA STEP 3 JAMB TRIM MK. JTA JAMB TRIM EDGE OF OPENING 1/4" MAX SLIT TRIM OVERHANG STRUCTURAL FASTENER SEE ISOMETRIC BELOW FOR LOCATIONS STEP 3 - INSTALL JAMB TRIM FIELD CUT WALL PANELS AS REQUIRED AFTER JAMB TRIM INSTALLATION FASTENER KEY STITCH FASTENER = H10 STRUCTURAL FASTENER WITH COLD-FORM = H10 STRUCTURAL FASTENER WITH HOT-ROLLED = H1070 NOTE: FIELD TRIM JAMB TRIM LEG AS REQUIRED HEAD TRIM MK. HTA ALTERNATE DETAIL CLEAR OPENING HEADER WALL PANEL CL E A R OP E N I N G FLAT OF JAMB TRIM FL A T O F HE A D T R I M 2" 2" HEAD TRIM JAMB TRIM MK. JTA GIRT JAMB STRUCTURAL FASTENER 12" O.C. FOR ALL STANDARD WALL PANEL TYPES LEFT HAND SHOWN, RIGHT HAND SIMILAR STEP 1 - INSTALL HEAD TRIM INSTALL HEAD TRIM PRIOR TO INSTALLING WALL PANEL STEP 4 - SLIT WALL PANEL SLIT WALL PANEL AS SHOWN PRIOR TO INSTALLING TO ALLOW PANEL TO SLIDE AROUND HEAD TRIM. R-PANEL CLEAR OPENING JAMB TRIM MK. JTA GIRT JAMB CLEAR OPENING JAMB TRIM MK. JTD GIRT JAMB STRUCTURAL FASTENER 12" O.C. STRUCTURAL FASTENER 12" O.C. STEP 4 SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM (SEE BELOW) STEP 5 CAULK FROM END OF HEAD TRIM TO FIRST MAJOR RIB MK. H3152 STEP 1 HEAD TRIM MK. HTA STEP 3 JAMB TRIM MK. JTA OR JTD - SEE ABOVE REVERSE R-PANEL SHOWN A-PANEL SIMILAR JAMB TRIM INDICATED BY DASHED LINE. THE SILL TRIM EXTENDS 2" PAST EACH SIDE OF THE OPENING. THE JAMB TRIM THEN RESTS ON THE SILL TRIM. TAB LEG OF SILL TRIM BEHIND THE JAMB TRIM TO HELP SHED WATER. CLEAR OPENING STRUCTURAL FASTENER AT EACH END OF SILL TRIM 2"2" CUT AWAY EXTRA WALL PANEL SILL CHANNEL SILL TRIM MK. STA STITCH FASTENERS 12" O.C. TOP VIEW BEND UP CU T L I N E TAB UP 1 3/8" 1" 1" SILL TRIM TOP 1 3/8" FRONT TAB UP FRONT TOP FRONT VIEW CU T L I N E BEND UP STRUCTURAL FASTENERS SAME LOCATIONS AS HEAD STEP 2 - SILL TRIM PREP & INSTALL PREPARE AND INSTALL SILL TRIM PRIOR TO INSTALLING WALL PANEL 2" FL A T O F SI L L T R I M 1/4" MAX SLIT STEP 2 SILL TRIM - SEE PREP ABOVE MK. STA STEP 5 CAULK FROM END OF SILL TRIM TO JAMB TRIM MK. H3152 R-PANEL A-PANEL REVERSE R-PANEL INSIDE PANEL CLOSURE MK. CIRS0 @ R-PANEL MK. CIAS0 @ A-PANEL MK. CIVS0 @ REVERSE R-PANEL INSIDE PANEL CLOSURE SAME AS HEAD TRIM 60 40 # RE L E A S E / R E V I S I O N DW N / C H K DA T E EN G 0 CO N S T . A N C H O R B O L T P L A N MB S / E O P AN S 06 / 0 5 / 2 0 2 3 1 FO R B U I L D D E P T . R E V . WB B / T K L AN S 06 / 2 9 / 2 0 2 3 SD 9 FO R P E R M I T S O N L Y ** N O T F O R C O N S T R U C T I O N * * Wa l l S h e e t i n g D e t a i l s (4 3 5 ) 9 1 9 - 3 1 0 0 (4 3 5 ) 9 1 9 - 3 1 0 1 FA X : PH O N E : 06 / 2 9 / 2 0 2 3 01 : 0 2 : 0 5 p m DR A W I N G T I T L E SH E E T DR A W I N G S T A T U S BU Y E R N A M E St e e l V i s i o n C o n s t r u c t i o n I n c PR O J E C T N A M E Pr e c i s i o n P r e c a s t JO B N U M B E R U2 3 M 0 3 6 4 A AD D R E S S 30 0 0 W 5 2 0 0 S Re x b u r g , I D 8 3 4 4 0 06/29/2023