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10/24/2017 10:16:28 AM
<br />THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE
<br />CODE: INTERNATIONAL BUILDING CODE IBC (2015)
<br />STRUCTURALLOADS
<br />EARTHQUAKE LOADS: SEISMIC RISK CATEGORY: II
<br />SEISMIC IMPORTANCE FACTOR, le = 1.00
<br />MAPPED ACCELERATIONS, Ss m 1.44, 31 = 0.56
<br />SITE CLASS = D
<br />DESIGN ACCELERATIONS, Sds = 0.96 Shc = 0.56
<br />SEISMIC DESIGN CATEGORY: D
<br />SHOP DRAWINGS
<br />SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMITTALS PROCESSED BY
<br />THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO
<br />DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH
<br />MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND
<br />INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE
<br />CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY
<br />THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SUBMITTAL
<br />REVIEW IS FOR GENERAL CONFORMANCE ONLY; THIS REVIEW DOES NOT CHECK DIMENSIONS OR QUANTITIES.
<br />FOUNDATIONS
<br />MAXIMUM SOIL PRESSURE OF 1500 PSF FOR BUILDING FOUNDATION. ALL FOOTINGS TO BEAR WELL PREPARED SUB -GRADE
<br />PER GEOTECH REPORT, SURFACE SOILS AND SHALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS SHOWN ON
<br />DRAWINGS. BACKFILL TO BE THOROUGHLY COMPACTED PER SPECIFICATIONS. EXTERIOR FOOTINGS SHALL BEAR 1'41(MIN)
<br />BELOW FINISH GRADE.
<br />11 ' = -
<br />A. CONCRETE
<br />ALL CAST -IN -PLACE CONCRETE SHALL BE WITH THE EXPOSURE CATEGORIES, WATER -CEMENT RATIOS, ENTRAINED AIR AND
<br />MINIMUM 26-DAY COMPRESSIVE STRENGTHS AS INDICATED IN THE CONCRETE SCHEDULE ON THIS SHEET.
<br />ELEMENTS
<br />EXPOSURE CATEGORY WIC AIR
<br />fC
<br />FOUNDATION
<br />FO
<br />SO
<br />CO
<br />3000
<br />FOUNDATION WALLS
<br />FO
<br />SO
<br />CO
<br />3000
<br />FOUNDATION WALLS ABOVE GRADE
<br />F1
<br />SO
<br />C1 0.55 5.5
<br />3000
<br />SLAB ON GRADE
<br />FO
<br />SO
<br />CO
<br />3000
<br />SLAB ON GRADE EXPOSED TO WEATHER
<br />F2
<br />SO
<br />C2 0.4 7
<br />3000
<br />CONCRETE MIX DESIGNS FOR ALL CONCRETE ELEMENTS SHALL COMPLY WITH SECTION 19.3 OF ACI 316-14 BASED ON THE
<br />EXPOSURE CATEGORIES LISTED IN THE ABOVE TABLE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.
<br />B. REINFORCING
<br />ALL REINFORCING BARS SHALL BE NEW BILLET STEEL ASTM A615, GRADE 60 CONFIRMING TO ACI 316 SECTION 20.2.2.5.
<br />WELDABLE REINFORCING BARS SHALL CONFIRM TO ASTM A706.
<br />EPDXY COATED BARS, WHERE INDICATED ON PLAN, SHALL CONFORM TO ASTM A775.
<br />ALL WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A165.
<br />EPDXY COATED WWR SHALL CONFORM TO ASTM A634, CLASS A.
<br />ALL HEADED SHEAR STUD REINFORCEMENT SHALL CONFORM TO ASTM A1044.
<br />ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED, SPACED IN FORMS, AND SECURED
<br />IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF ACI 316, AND
<br />THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315.
<br />THE CONTRACTOR SHALL SUBMIT CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES,
<br />SPACING, PLACEMENT AND SUPPORT DETAILS AND DOWELS AT EXPANSION JOINTS FOR REVIEW PRIOR TO FABRICATION.
<br />ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF LATEST EDITION OF ACI 316 AND THE SPLICE TABLE
<br />INCLUDED IN THE STRUCTURAL DOCUMENTS UNO. ALL WWR SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED
<br />SECURELY.
<br />WHERE REQUIRED, DOWELS SHALL MATCH THE SIZE AND SPACING OF MAIN REINFORCING, UNO.
<br />ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE (1) LAYER OF
<br />6X6-W4.0 X W4.0 WWR AT TOP CONTINUOUS, UNO. SEE HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
<br />REINFORCING REQUIREMENTS FOR PADS.
<br />BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED.
<br />IN NON -PRESTRESSED CAST -IN -PLACE CONCRETE, THE SPECIFIED CONCRETE COVER FOR REINFORCEMENT SHALL NOT BE
<br />LESS THAN THE FOLLOWING, UNLESS LARGER COVER IS NOTED ELSEWHERE.
<br />® CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN.
<br />® CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #16 BARS 2 IN.
<br />® CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
<br />SLABS, WALLS, JOISTS: #14 AND #16 BARS 1-1/2 IN.
<br />#11 BAR AND SMALLER 3/4 IN.
<br />BEAMS, COLUMNS: REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2 IN.
<br />PROVIDE #4 HAIRPIN BARS WITH 12" LEGS AT 6" O.C. (MINIMUM) AT HEAD OF ALL OPENINGS WITH 245 BARS EXTENDING
<br />30" BEYOND OPENING AT HEAD. PROVIDE (2) #5 EXTRA BARS EXTENDING 30" (MINIMUM) BEYOND CORNERS AT TOP,
<br />BOTTOM, AND EACH SIDE OF OPENINGS. USE (2) #5 X 4'-0" DIAGONALS AT EACH CORNER OF OPENINGS EXCEPT FOR 6"
<br />WALLS. USE (1) 5X4'O" DIAGONAL AT EACH CORNER IN 6" WALLS.
<br />USE #4 RAISER BARS FOR ALL SLABS. WHERE SLAB STEEL IS PARALLEL TO A BEAM OR WALL PROVIDE #4 X 50" AT 12"OC
<br />IN TOP OF SLAB ACROSS BEAM OR WALL. WHERE SLAB IS ON ONE SIDE ONLY, TOP ELBOW BARS SHALL BE #4 X 3'-0'
<br />AT 12" O.C. AT OPENINGS UNDER 16" SQUARE PROVIDE 2 BARS SAME SIZE AS MAIN STEEL EXTENDING 32 DIAMETERS PAST
<br />OPENING, AT EACH SIDE AND DIAGONALLY AT CORNERS.
<br />C. CONSTRUCTION JOINTS
<br />CONSTRUCTION JOINTS IN ALL WALLS, ELEVATED SLABS AND BEAMS SHALL NOT BE FURTHER APART THAN 60 FEET IN ANY
<br />DIRECTION.
<br />ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A MAGNITUDE OF 3/4" AND SHALL BE WIRE BRUSHED, CLEANED AND
<br />MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE.
<br />PLACE ALL SLABS -ON -GRADE IN STRIP POURS OF 30 FEET MAXIMUM WIDTH WITH A MINIMUM OF 24 HOURS BETWEEN
<br />ADJACENT POURS. STRIP POURED SLABS SHALL HAVE SAW CUT CONTROL JOINTS SPACED AT 36 TIMES THE SLAB
<br />THICKNESS (15'4' MAXIMUM) ON CENTER. SAW CUTTING SHOULD BE PERFORMED BEFORE THE CONCRETE STARTS TO
<br />COOL AFTER PEAK
<br />HEAT OF CEMENT HYDRATION, AND AS SOON AS THE CONCRETE HAS HARDENED ENOUGH TO SUPPORT EQUIPMENT WITHOUT
<br />DAMAGE AND NOT RAVEL THE CONCRETE DURING CUTTING. SAW CUTTING SHALL BE DONE WITHIN 12 HOURS OF CONCRETE
<br />PLACEMENT.
<br />ALLOW A MINIMUM OF 24 HOURS BETWEEN PLACEMENT OF CONCRETE FOR COLUMNS, WALLS OR PIERS AND PLACEMENT OF
<br />CONCRETE ON THE ADJACENT FLOOR.
<br />D. CURING AND SEALING
<br />PROVIDE SPECIFIED CURING COMPOUND AND SEALER FOR THE TOP SURFACE OF ALL SLAB WORK, UNLESS NOTED OTHERWISE.
<br />VERIFY COMPATIBILITY OF SPECIFIED SEALERS AND/OR HARDENERS WITH ARCHITECTURAL TOPPINGS AND FINISHES.
<br />E. TOLERANCES
<br />ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 117, LATEST EDITION, "SPECIFICATIONS FOR
<br />TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY", EXCEPT AS MODIFIED BY THESE
<br />DOCUMENTS.
<br />SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, FLOOR
<br />DEPRESSIONS, AND NONSTRUCTURAL CURBS.
<br />SLABS SHALL MEET THE FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) TOLERANCES INDICATED IN SPECIFICATIONS.
<br />FINISHED FLOOR SLABS THAT DO NOT MEET THE SPECIFIED SURFACE TOLERANCES SHALL BE REPAIRED AT THE
<br />CONTRACTOR'S EXPENSE. CONTRACTOR TO SUBMIT PROPOSED REPAIff PROCEDURES TO THE ARCHITECT/STRUCTURAL
<br />ENGINEER FOR REVIEW AND APPROVAL PRIOREXECUTION OF REPAIR WORK.
<br />F. CONDUITS AND PIPES EMBEDDED IN CONCRETE
<br />CONDUITS, PIPES, AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE AND WITHIN THE LIMITATIONS OF SECTION
<br />6.3 OF ACI 316 (LATEST EDITION) SHALL BE PERMITTED TO BE EMBEDDED IN CONCRETE, ONLY WITH PRIOR WRITTEN
<br />APPROVAL OF THE ARCHITECT/STRUCTURAL ENGINEER. THE CONTRACTOR SHALL SUBMIT DETAILED DIMENSIONED AND
<br />COORDINATED DRAWINGS OF PROPOSED EMBEDDED CONDUIT, PIPES, AND SLEEVES TO THE ARCHITECT PRIOR TO
<br />CONSTRUCTION.
<br />CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED OR
<br />COVERED TO PREVENT ALUM IN UM -CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.
<br />CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB, WALL, OR BEAM SHALL NOT IMPAIR SIGNIFICANTLY THE
<br />STRENGTH OF THE CONSTRUCTION.
<br />CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM (OTHER THAN THOSE MERELY PASSING THROUGH) SHALL
<br />SATISFY THE FOLLOWING.
<br />a. THEY SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN 1/3RD THE OVERALL THICKNESS OF THE SLAB, WALL, OR
<br />BEAM IN WHICH THEY ARE EMBEDDED;
<br />b. THEY SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR WIDTHS;
<br />C. THEY SHALL NOT SIGNIFICANTLY IMPAIR THE STRENGTH OF THE CONSTRUCTION.
<br />PIPES AND FITTINGS SHALL BE DESIGNED TO RESIST EFFECTS OF THE MATERIAL, PRESSURE, AND TEMPERATURE TO
<br />NO LIQUID, GAS, OR VAPOR, EXCEPT WATER NOT EXCEEDING 90 DEGREES FAHRENHEIT NOR 50 PSI PRESSURE, SHALL BE
<br />PLACED IN EMBEDDED PIPES UNTIL THE SURROUNDING CONCRETE HAS ATTAINED ITS FULL DESIGN STRENGTH,
<br />IN SOLID SLABS, PIPING, UNLESS IT IS FOR RADIANT HEATING OR SNOW MELTING, SHALL BE PLACED BETWEEN THE TOP
<br />AND BOTTOM REINFORCEMENT.
<br />CONCRETE COVER FOR PIPES, CONDUIT, AND THEIR FITTINGS SHALL NOT BE LESS THAN 1-1/2 INCH FOR CONCRETE
<br />EXPOSED TO EARTH OR WEATHER AND NOT LESS THAN 3/4 INCH FOR CONCRETE NOT EXPOSED TO WEATHER OR IN
<br />CONTACT WITH GROUND.
<br />ADDITIONAL REINFORCEMENT WITH AN AREA NOT LESS THAN 0.002 TIMES THE GROSS AREA OF THE CONCRETE SECTION AT
<br />A SPACING NOT EXCEEDING 12 INCHES SHALL BE PROVIDED PERPENDICULAR TO THE PIPING.
<br />PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF
<br />REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. #5 BAR, W31, OR D31 WIRE AND SMALLER 1-1/2 IN.
<br />G. GENERAL
<br />THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL CONSTRUCTION JOINTS, CONTROL JOINTS,
<br />CURBS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.
<br />CONCRETE SLABS AND WALLS SHALL NOT BE SLEEVED OR BOXED -OUT OR HAVE THE REINFORCING INTERRUPTED, EXCEPT AS
<br />INDICATED ON THE STRUCTURAL DRAWINGS. ADDITIONAL SLEEVES OR BOX -OUTS MAY BE REQUIRED FOR ARCHITECTURAL,
<br />HVAC,
<br />ELECTRICAL, OR MECHANICAL ELEMENTS. A COORDINATED COMPOSITE DRAWING INDICATING ALL SLEEVES AND BOX -OUTS
<br />REQUIRED FOR THE WORK OF ALL DISCIPLINES SHALL BE SUBMITTED TO THE ARCHITECT/STRUCTURAL ENGINEER FOR
<br />APPROVAL PRIOR TO CONSTRUCTION. A COMPOSITE DRAWING SHALL BE SUBMITTED FOR EACH SLAB AND/OR WALL AND THE
<br />SIZE AND DIMENSIONED LOCATION OF ALL SLEEVES, BOX -OUTS, CORES, ETC. SHALL BE INDICATED.
<br />CONCRETE BEAMS SHALL NOT BE SLEEVED OR BOXED -OUT OR HAVE THE REINFORCING INTERRUPTED, EXCEPT AS
<br />INDICATED ON THE STRUCTURAL DRAWINGS.
<br />MINIMUM SLAB -ON -GRADE THICKNESSES SHALL BE 5" FOR SIDEWALKS, 6" FOR AUTOMOBILE TRAFFIC AREAS, AND 10" FOR
<br />TRUCK TRAFFIC AREAS, UNO.
<br />ANCHORAGE TO HARDENED CONCRETE:
<br />WERE EXPANSION ANCHORS ARE SPECIFIED, USE "HILTI KWIK BOLT TZ" (REFERENCE ICC REPORT ESR-1917.)
<br />WERE SCREW ANCHORS ARE SPECIFIED, USE "SIMPSON TITEN HD" (REFERENCE ICC REPORT ESR-2713).
<br />WERE EPDXY ANCHORS ARE SPECIFIED, USE "HILTI HY-200" OR "SIMPSON SET-XP" (REFERENCE ICC REPORT ESR-3167
<br />AND ESR-2506).
<br />"HILTI HIT -RE 500", AND "SIMPSON SET" MAY NOT BE USED, UNLESS SPECIFICALLY PRE -APPROVED BY THE STRUCTURAL
<br />ENGINEER.
<br />FOR EPDXY ANCHORS, USE ASTM A193 GRADE B7 THREADED ROD, UNLESS OTHERWISE NOTED. HOLES MUST BE CLEANED
<br />OF DUST AND DEBRIS AND BE FREE OF STANDING WATER WHEN EPDXY IS INSTALLED. SPECIAL INSPECTION OF EPDXY
<br />ANCHORS IS REQUIRED. DO NOT CUT ANY REINFORCING BARS TO INSTALL ANCHORS. DEFECTIVE HOLES SHALL BE FILLED
<br />SOLID WITH EPDXY.
<br />FOR ANY SUBSTITUTIONS TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER MANUFACTURER'S
<br />LITERATURE DESCRIBING THE ANCHORS AND LISTING ICC APPROVED ALLOWABLE SHEAR AND TENSION VALUES.
<br />SCOPE OF STRUCTURAL ENGINEERING SERVICES:
<br />THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING DRAWINGS
<br />FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY
<br />DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS
<br />FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.
<br />ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION
<br />WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS.
<br />THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS. ANY DISCREPANCIES,
<br />CONTRADICTIONS, OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK
<br />OR FABRICATION OF THE ITEM(S) IN QUESTION.
<br />THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY
<br />COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN
<br />ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER,
<br />THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR
<br />SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION.
<br />THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS,
<br />TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
<br />CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION
<br />WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,
<br />FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S
<br />RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR
<br />ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
<br />OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE
<br />MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY
<br />PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED DETAILS
<br />OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
<br />SPECIFICATIONS.
<br />DEFERRED SUBMITTALS:
<br />THE FOLLOWING ITEMS ARE CONSIDERED TO BE DEFERRED SUBMITTALS UNDER SECTION 107.3.4.1 OF THE INTERNATIONAL
<br />BUILDING CODE AND MUST BE SUBMITTED TO THE ARCHITECT OR THE ENGINEER FOR REVIEW. SUBMITTALS TO INCLUDE FULL,
<br />DETAILED DESIGN, DRAWINGS, AND CALCULATIONS SIGNED BY A PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT
<br />IS LOCATED. DESIGNS SIGNED BY AN ENGINEER WHO IS NOT LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED WILL BE
<br />REJECTED WITHOUT REVIEW, THESE ITEMS WILL THEN BE FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL. THE
<br />DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN ADD SUBMITTAL DOCUMENTS HAVE BEEN
<br />APPROVED BY THE BUILDING OFFICIAL.
<br />® METAL BUILDING
<br />REV
<br />DATE
<br />REV 0
<br />2017-09-25
<br />REV 1
<br />2017-10-25
<br />Aim)) S Y S T E M S
<br />2201 100TH ST. SW
<br />Stamp:
<br />Drawing Title:
<br />JOB #: 17FO35
<br />Drawing No:
<br />PERMIT SET
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