W911SA-19-B-2001_Attachment_3_Drawings.pdf

SEH

BAW

BAW

S

GENERAL STRUCTURAL NOTES

JUNE 2018

NJS

GUARD BOOTH, GATE 20

FORT McCOY

2171 SOUTH 8TH AVE.

FORT MC COY, WI 54656

DIRECTORATE OF PUBLIC WORKS

S H

E E

T

N U

M B

E R

Dwn by:

Designed by:

Reviewed by:

Date:

Ckd by:

Submitted by:

Work Order No

Project Number

MARK MOD REQUEST # - DESCRIPTION MOD #DATE

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F O

R T

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O Y

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E E o f 32

DPW

Rev.

FORT McCOY, WISCONSIN

PLOT DATE : 9/14/2018

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES THESE NOTES ARE IN PLACE OF SPECIFICATIONS. ANY DISCREPANCIES OR CONFLICTS BETWEEN THESE NOTES AND DRAWINGS OR SPECIFICATIONS BY ARCHITECT SHALL BE BROUGHT TO THE ATTENTION OF THE COR AND THE SER FOR RESOLUTION. THESE DRAWINGS ARE FOR THE GATE 20 GUARD BOOTH PROJECT AND NO OTHER USE IS AUTHORIZED. CONTACT SER, BEN WOLF OF SEH AT 507-316-6648. GOVERNING BUILDING CODE: : 1. UNITED FACILITIES CRITERIA (UFC) 1-200-01 UNITED FACILITIES CRITERIA (UFC) 1-200-01 - GENERAL BUILDING REQUIREMENTS 2. UNITED FACILITIES CRITERIA (UFC) 3-301-01 UNITED FACILITIES CRITERIA (UFC) 3-301-01 - STRUCTURAL ENGINEERING 3. 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 4. ACI 318 ACI 318 5. AISC 360, 303 AISC 360, 303 6. AISC 32, FROST PROTECTED SHALLOW FOUNDATIONS AISC 32, FROST PROTECTED SHALLOW FOUNDATIONS DESIGN LOADS 1. LIVE LOAD: LIVE LOAD: FLOOR SLABS ON GRADE 100 PSF 100 PSF FLOOR SLABS ACCESS FLOOR 2. SNOW LOADS: SNOW LOADS: GROUND SNOW LOAD 40 PSF 40 PSF ROOF SNOW LOAD 32 PSF + DRIFTING & UNBALANCED PER IBC 32 PSF + DRIFTING & UNBALANCED PER IBC SNOW EXPOSURE FACTOR 1.0 1.0 IMPORTANCE FACTOR 1.0 (BASED ON OCC CAT II) 1.0 (BASED ON OCC CAT II) THERMAL FACTOR 1.0 1.0 3. WIND LOADS: (ASCE 7-05) WIND LOADS: (ASCE 7-05) (ASCE 7-05) WIND SPEED (3 SEC GUST) 115 MPH 115 MPH 115 MPH WIND EXPOSURE C C INTERNAL PRESS COEF +/-0.18 +/-0.18 4. SOIL CRITERIA: SOIL CRITERIA: ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF (ASSUMED) 2,000 PSF (ASSUMED) FROST DEPTH 12 INCHES -SHALLOW FOUNDATION 12 INCHES -SHALLOW FOUNDATION 36" TO 42" -BOTTOM OF CONDUIT BANKS BELOW 5. SEISMIC LOADS: SEISMIC LOADS: SITE CLASS D (ASSUMED) Ss 0.055 G 0.055 G S1 0.030 G 0.030 G Fa 1.6 1.6 Fv 2.4 2.4 RISK CATEGORY IV IV SEISMIC DESIGN CATEGORY A (PER ASCE 7, SECTION 11.4.1) A (PER ASCE 7, SECTION 11.4.1) DESIGN / CONSTRUCTION CRITERIA 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION. THE CONTRACTOR MUST NOTIFY DPW AND THE ARCHITECT IN WRITING WHEN DISCREPANCIES ARE FOUND BETWEEN SITE CONDITIONS, DRAWINGS, AND SPECIFICATIONS, AND REQUEST CLARIFICATION. 2. ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE WITH ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE WITH ACCEPTED STANDARD CONSTRUCTION METHODS AND PRACTICES, MANUFACTURERS PUBLISHED DATA AND RECOMMENDATIONS, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUTES, AND CODES. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER 17. CONTRACTOR SHALL COORDINATE WITH OWNER'S/CONTRACTOR'S TESTING AGENCY. 3. THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK DISCIPLINES, VERIFY SIZE AND LOCATION OF ALL OPENINGS, WHETHER REPRESENTED ON DRAWINGS OR NOT, AND AS SHOWN ON DRAWINGS. THE CONTRACTOR MUST NOTIFY DPW AND THE ARCHITECT OF ALL DISCREPENCIES, CONFLICTS, INCINSISTENCIES, AND OTHER PROBLEMS THAY MAY IMPACT STRUCTURAL WORK PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS. CONTRACTOR MUST FOLLOW THE EM 385-1-1 SAFETY REQUIREMENTS MANUAL DURING ALL PHASES OF WORK. 6. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONTRACTOR'S CONSTRUCTION THE GOVERNMENT IS NOT RESPONSIBLE FOR CONTRACTOR'S CONSTRUCTION PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A SUBMITTAL FOR APPROVAL TO DPW AND THE ARCHITECT FOR ALL CHANGES TO ACCEPTED PRACTICES, MEANS AND METHODS STATED OR IMPLIED ON DRAWINGS AND IN SPECIFICATIONS. 7. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWINGS SET. 8. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. FOUNDATIONS 1. CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE SITE. NOTIFY DIGGER'S HOTLINE (800) 242-8511 PRIOR TO DISTURBING ANY GRADE OR EXCAVATION. 2. STRUCTURAL FOUNDATIONS CONSIST OF WALL FOOTINGS ESTABLISHED ON STRUCTURAL FOUNDATIONS CONSIST OF WALL FOOTINGS ESTABLISHED ON MATERIAL CAPABLE OF SAFELY SUPPORTING 2.0 KSF (ASSUMED). THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SUBSURFACE SOIL CONDITIONS. THE CONTRACTOR SHALL EMPLOY A CERTIFIED GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS. 3. CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER SURFACE WATER OR SEEPAGE. 4. MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE ALLOWED TO CHANGE AFTER FOOTING EXCAVATIONS AND AFTER GRADING FOR SLABS ON GRADE ARE COMPLETED. IF SUBGRADE MATERIALS BECOME DESICCATED OR SOFTENED BY WATER OR OTHER CONDITIONS, REMOVE AND REPLACE WITH ENGINEERED FILL AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. DO NOT PLACE CONCRETE ON FROZEN GROUND, NOR ALLOW GROUND BENEATH FOUNDATIONS TO FREEZE. ALL FOUNDATION WORK SHALL BE PLACED ON SUBSTRATE APPROVED AND TESTED BY GEOTECHNICAL ENGINEER OF RECORD. 5. DO NOT PLACE BACKFILL ON FROZEN SUBGRADE. DO NOT PLACE FROZEN DO NOT PLACE BACKFILL ON FROZEN SUBGRADE. DO NOT PLACE FROZEN BACKFILL. 6. SLABS ON GRADE SHALL BE CONSTRUCTED ON 6 INCHES OF AGGREGATE SLABS ON GRADE SHALL BE CONSTRUCTED ON 6 INCHES OF AGGREGATE BASE BELOW THE SLAB EXCEPT WHERE ABOVE EXISTING CONDUIT BANK. 7. GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS INTENDED GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS INTENDED THAT ALL EXCAVATED AND BACKFILLED AREAS SHALL BE GRADED TO SLOPE AWAY FROM BUILDINGS AND OTHER STRUCTURES. EXISTING CONSTRUCTION 1. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BUILDINGS, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, PROVIDE, AND ERECT ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. CONCRETE 1. CONCRETE AND ITS PLACEMENT SHALL BE IN ACCORDANCE WITH THE LATEST CONCRETE AND ITS PLACEMENT SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI MCP MANUAL OF CONCRETE PRACTICE 2. AN INDEPENDENT TESTING AGENCY SHALL CAST 4 TEST CYLINDERS FOR EACH AN INDEPENDENT TESTING AGENCY SHALL CAST 4 TEST CYLINDERS FOR EACH 75 CUBIC YARDS OF EACH CONCRETE MIX PLACED OR FOR EACH DAY'S OPERATION, WHICH EVER IS THE LESSER AMOUNT. THE TESTING AGENCY SHALL CAST, CURE, AND TEST THE SPECIMENS IN ACCORDANCE WITH ASTM C31 AND ASTM C39. AIR AND SLUMP SHALL BE TESTED FOR EACH TRUCKLOAD AT THE FINAL LOCATION (TEST AFTER PUMP, NOT AT TRUCK). 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM WORK TO COMPLY WITH THE DIMENSIONS INDICATED ON THE PLANS, MAINTAINING PROPER ALIGNMENT DURING CONCRETE POURING OPERATIONS. 4. ALL CONCRETE EXCEPT EXTERIOR FLAT WORK SHALL DEVELOP MINIMUM ALL CONCRETE EXCEPT EXTERIOR FLAT WORK SHALL DEVELOP MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE USED IN WALLS, FOOTINGS, AND FLOOR SLABS SHALL HAVE A MAXIMUM W/C RATIO OF 0.48, AND A MAXIMUM OF 3-1/2 INCHES OF SLUMP BEFORE ADDITION OF ADMIXTURES. 5. CONCRETE FOR EXTERIOR FLATWORK AND STOOP SLABS SHALL HAVE A CONCRETE FOR EXTERIOR FLATWORK AND STOOP SLABS SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS, A MAXIMUM W/C RATIO OF .45, WITH 6% +/- 1% AIR ENTRAINMENT, AND A MAXIMUM OF 3-1/2 INCHES OF SLUMP BEFORE ADDITION OF WATER REDUCING ADMIXTURE. 6. THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE WATER-REDUCING THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE WATER-REDUCING ADMIXTURES CONFORMING TO ASTM C494 ADDED TO THE MIX AT MANUFACTURER'S DOSAGE RATES FOR IMPROVED WORKABILITY. NO CHLORIDE CONTAINING ADMIXTURES WILL BE ALLOWED. DO NOT ADD WATER TO CONCRETE AT THE JOBSITE WITHOUT WRITTEN APPROVAL OF THE COR. 7. ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED OTHERWISE. ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED OTHERWISE. CEMENT SHALL BE PORTLAND CEMENT TYPE 1 CONFORMING TO ASTM C150. UP TO 25% CEMENT CAN BE REPLACED WITH CLASS "C" FLYASH. AND UP TO 40% WITH GGBFS (50% COMBINED MAX.). AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. WATER IS TO BE POTABLE. 8. PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR HOT PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR HOT WEATHER CONCRETING AND COLD WEATHER CONCRETING RESPECTIVELY. WHEN HEAT IS REQUIRED, CONCRETE SHALL NOT BE EXPOSED TO COMBUSTION PRODUCTS (USE DUCTED HEATER OR GROUND THAW). KEEP PROTECTION IN PLACE MINIMUM 24 HOURS AFTER CESSATION OF HEATING TO PROVIDE GRADUAL COOL-DOWN. CONCRETE BEING PLACED SHALL BE PROTECTED FROM RAIN. IF RAIN FALLS ON CONCRETE BEFORE IT HAS SET, OR WITHIN 3 HOURS OF PLACEMENT IN ANY EVENT, CONTRACTOR SHALL BEAR COST OF TESTING TO PROVE CONCRETE IS UNAFFECTED, AND SHALL REMOVE AND REPLACE AFFECTED CONCRETE TO THE SATISFACTION OF THE ENGINEER. 9. CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC GROUT. CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC GROUT. PLACE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND TRIM NEATLY WHERE VISIBLE. 10. COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, ELECTRICAL COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, ELECTRICAL GROUNDING WIRES, INSERTS, UNDERGROUND UTILITIES, AND OTHER ITEMS TO BE EMBEDDED INTO CONCRETE AND VERIFY THAT THEY ARE PROPERLY INSTALLED AND SUPPORTED BEFORE CASTING CONCRETE. DIAMETER OF CONDUIT AND PIPE RUNNING WITHIN SLAB OR WALL SHALL NOT EXCEED 1/6 THE SLAB OR WALL THICKNESS AND SHALL BE PLACED IN THE CENTER OF THE MEMBER. PLACEMENT OF SUCH ITEMS SHALL BE COORDINATED WITH REINFORCING PLACEMENT WHERE THEY WOULD OTHERWISE DISPLACE EACH OTHER. 11. NO UNCOATED ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. NO UNCOATED ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. ALL ALUMINUM SURFACES IN DIRECT CONTACT WITH CONCRETE SHALL RECEIVE ONE 8-12 MIL DRY FILM THICKNESS BITUMASTIC. 12. UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED WITHOUT UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON SHOP DRAWINGS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ADDITIONAL OR ALTERNATE CONSTRUCTION JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CODES: ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCING” ACI 318 "BUILDING ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" MSP2 "CRSI MANUAL OF STANDARD PRACTICE" AWS D1.4 "STRUCTURAL WELDING CODE- REINFORCING STEEL" WRI "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE" 2. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT AS UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME STEEL AS IN SIMILAR SECTIONS OR AREAS. ANY DETAILS NOT SHOWN SHALL BE DETAILED PER ACI 315 AND MEET REQUIREMENTS OF ACI 318, CURRENT EDITIONS. 3. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 OR A706 GRADE 60 STEEL. REINFORCING TO BE WELDED SHALL ONLY BE WELDED TO STRUCTURAL STEEL, NOT OTHER REINFORCING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WELDED PLAIN WIRE FABRIC SHALL BE SUPPLIED IN SHEETS, NOT ROLLS, AND CONFORM TO THE REQUIREMENTS OF ASTM A185. 4. CLEAR MINIMUM COVERAGE OF CONCRETE OVER REINFORCING STEEL SHALL CLEAR MINIMUM COVERAGE OF CONCRETE OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: CONCRETE PLACED AGAINST EARTH: 3" 3" ALL OTHER CONCRETE: 2" 2" 2" 5. ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN PLACE BEFORE CASTING FOOTING CONCRETE. WHERE NOT NOTED, PROVIDE AND INSTALL DOWELS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT IN ALL WALLS. POSITION ALL ANCHOR BOLTS WITH TEMPLATES. 6. BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BE IN BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BE IN ACCORDANCE WITH THE TABLE BELOW UNLESS NOTED OTHERWISE. THIS TABLE LISTS CLASS 'B' LAPS. INCREASE LAP LENGTH BY 50% FOR EPOXY COATED REINFORCING STEEL WITH C-C BAR SPACING < 6Db AND COVER TO CENTER OF BAR <3Db, OTHERWISE INCREASE BY 20%. FOR MASONRY REINFORCING, USE “WALL TOP BAR” VALUES. WALL TOP BAR” VALUES. VALUES. 7. BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL SHALL BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL SHALL BE LAPPED IN ACCORDANCE WITH TABLE ABOVE AT SPLICES AND EMBEDMENTS, UNLESS SHOWN OTHERWISE. SPLICE TOP BARS NEAR MIDSPAN AND SPLICE BOTTOM BARS OVER SUPPORTS, UNLESS NOTED OTHERWISE. 8. BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF THE ACI DETAILING HANDBOOK AND THE CONCRETE REINFORCING STEEL INSTITUTE DESIGN HANDBOOK. MAXIMUM ACCESSORY SPACING SHALL BE 4'-0" ON CENTER, AND ALL ACCESSORIES ON EXPOSED SURFACES SHALL HAVE PLASTIC COATED ENDS. POST INSTALLED ANCHOR RODS AND DOWELS 1. UNLESS NOTED OTHERWISE, ANCHORS AND REINFORCING DOWELS INSTALLED UNLESS NOTED OTHERWISE, ANCHORS AND REINFORCING DOWELS INSTALLED IN CONCRETE SHALL BE AS NOTED BELOW. ANCHORS NOT SHOWN OR NOTED ON THE DRAWINGS, THOSE REQUIRED BY THE CONTRACTOR SOLELY FOR HIS MEANS AND METHODS, OR THOSE REQUIRED BY MECHANICAL/ELECTRICAL AND CARRYING LESS THAN 100 POUNDS, DO NOT REQUIRE SPECIAL INSPECTION. 2. APPROVED MANUFACTURERS ARE: HILTI, ITW/REDHEAD, SIMPSON, AND APPROVED MANUFACTURERS ARE: HILTI, ITW/REDHEAD, SIMPSON, AND POWERS/RAWL. SUBMIT PRODUCT DATA AND CURRENT ICC ES REPORT OR IAPMO REPORT SHOWING PRODUCT IS COMPLIANT WITH PROJECT CODE REQUIREMENTS FOR REVIEW. CONTRACTOR SHALL ARRANGE FOR MANUFACTURER'S REP TO TRAIN ALL INSTALLERS ON THE COMPLETE INSTALLATION PROCESS. A LETTER OF PROCEDURE STATING METHOD OF DRILLING, THE PRODUCT FOR USE, THE COMPLETE INSTALLATION PROCEDURE, MANUFACTURER TRAINING DATE AND A LIST OF THE PERSONNEL TRAINED ON ANCHOR INSTALLATION SHALL BE SUBMITTED TO THE ENGINEER. 3. ANCHORS SHALL BE ZINC PLATED, MINIMUM ASTM A36 MATERIAL UNLESS ANCHORS SHALL BE ZINC PLATED, MINIMUM ASTM A36 MATERIAL UNLESS ASTM A193 GRADE B7 IS NOTED IN THE DRAWINGS, AND SHALL BE ACCORDING TO ASTM F1554. REINFORCING DOWELS SHALL BE OF THE SAME MATERIAL AND COATING (IF ANY) AS THE CONTINUING REINFORCING. 4. ADHESIVE SHALL HAVE A CURRENT ICC ES REPORT. USE HIGH VISCOSITY ADHESIVE SHALL HAVE A CURRENT ICC ES REPORT. USE HIGH VISCOSITY ADHESIVE AND PLACEMENT DEVICES IN CONSULTATION WITH THE MANUFACTURER FOR OVERHEAD WORK. OVERHEAD INSTALLATION SHALL BE SUBJECT TO CONTINUOUS SPECIAL INSPECTION DURING INSTALLATION. USE LOW TEMPERATURE FORMULATIONS FOR COLD WEATHER WORK. DO NOT APPLY SIGNIFICANT LOAD TO ANCHORS IN COLD WEATHER UNTIL THEIR CAPACITY HAS BEEN ASSURED. 5. HOLES SHALL BE DRILLED, CLEANED, AND MAINTAINED UNTIL INSTALLATION IN HOLES SHALL BE DRILLED, CLEANED, AND MAINTAINED UNTIL INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING STANDARD ROTARY-IMPACT BITS AND OIL-FREE COMPRESSED AIR; DIAMOND CORE BITS SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED BY THE MANUFACTURER. LOCATE AND AVOID REINFORCING BARS. MAINTAIN ANCHOR SPACING AND EDGE/CORNER DISTANCES AS RECOMMENDED BY MANUFACTURER UNLESS SPECIFICALLY NOTED OTHERWISE IN THE DRAWINGS. 6. UNLESS NOTED OTHERWISE, ANCHORS SHALL BE INSTALLED TO THE UNLESS NOTED OTHERWISE, ANCHORS SHALL BE INSTALLED TO THE FOLLOWING EMBEDMENTS: DIAMETER C.I.P. CONCRETE C.I.P. CONCRETE C.I.P. CONCRETE ADHESIVE: 1/2 INCH 4 1/2 INCHES 1/2 INCH 4 1/2 INCHES 4 1/2 INCHES 4 1/2 INCHES 5/8 INCH 5 INCHES 5 INCHES 5 INCHES 3/4 INCH 6 INCHES 6 INCHES 6 INCHES 7. EXCEPT AS NOTED, ALL ANCHORS SHALL HAVE INTERMITTENT SPECIAL EXCEPT AS NOTED, ALL ANCHORS SHALL HAVE INTERMITTENT SPECIAL STRUCTURAL INSPECTION BY ONE OF THE FOLLOWING. LOAD TESTS SHALL BE TO 150 PERCENT OF SERVICE CAPACITY OR 50 PERCENT OF ULTIMATE STRENGTH, WITH NO APPRECIABLE SLIP OR PERMANENT DEFORMATION. ANCHORS WHICH FAIL THIS TEST SHALL BE REPLACED AT NO COST TO THE PROJECT. TWO FAILURES IN A GIVEN INSTALLATION SHALL RESULT IN MANDATORY LOAD TESTING AT DOUBLE THE RATE NOTED BELOW. ALL ADHESIVE ANCHOR RODS AND DOWELS SHALL HAVE SPECIAL STRUCTURAL INSPECTION (INTERMITTENT EXCEPT AS NOTED FOR OVERHEAD INSTALLATION) BY ONE OF THE FOLLOWING: WITNESS INSTALLATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS OF ICC REPORT LOAD TEST OF 10 PERCENT OF INSTALLED ANCHORS BY SUPPLIER OR THIRD PARTY INSPECTOR

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SEH

BAW

BAW

S

GENERAL STRUCTURAL NOTES

JUNE 2018

NJS

GUARD BOOTH, GATE 20

FORT McCOY

2171 SOUTH 8TH AVE.

FORT MC COY, WI 54656

DIRECTORATE OF PUBLIC WORKS

S H

E E

T

N U

M B

E R

Dwn by:

Designed by:

Reviewed by:

Date:

Ckd by:

Submitted by:

Work Order No

Project Number

MARK MOD REQUEST # - DESCRIPTION MOD #DATE

D P

W

F O

C

O Y

W

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S H

E

DPW

Rev.

FORT McCOY, WISCONSIN

PLOT DATE : 9/14/2018

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AutoCAD SHX Text SHOP DRAWING SUBMITTAL & REVIEW 1. GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR ALL SUBMITTALS. 2. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO THE PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO THE COR, THE GC SHALL: REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GC. REVIEW AND APPROVE EACH SUBMISSION. STAMP EACH SUBMISSION AS APPROVED. 3. GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY DELAYS IN WORK. 4. GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, AND GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, AND SUBMIT THE REGISTER TO THE CONTRACTING OFFICER FOR ACCEPTANCE. 5. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED BELOW. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: CONCRETE MIX DESIGNS AND MATERIAL CERTIFICATES INCLUDING ADMIXTURES AND COMPOUNDS APPLIED TO THE CONCRETE AFTER PLACEMENT. AGGREGATE TESTS AND CONCRETE TEST HISTORY FOR EACH MIX DESIGN, WITH THE SUBMISSION OF CONCRETE MIX DESIGNS. REINFORCING STEEL SHOP DRAWINGS INCLUDING ERECTION DRAWINGS AND BENDING DETAILS. (BAR LIST WILL NOT BE REVIEWED FOR CORRECT QUANTITIES). STRUCTURAL METALS 1. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: RECTANGULAR STEEL TUBES (HSS) SHALL BE ASTM A500, GRADE B STEEL (FY = 46 KSI). ALL MISCELLANEOUS STEEL (ANGLES, CHANNELS) SHALL BE ASTM A992, A529, OR A36 STEEL (MIN. FY = 36 KSI). PIPE SHALL BE ASTM A53 (FY = 35 KSI) UNLESS A500 GRADE B (42 KSI) IS NOTED. PLATES AND OTHER SHAPES SHALL BE ASTM A36 (36 KSI). 2. SPLICING OR MODIFICATION OF MEMBERS IN THE FIELD IS PROHIBITED WITHOUT SPLICING OR MODIFICATION OF MEMBERS IN THE FIELD IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF COR. 3. ALL PRIMARY MEMBER CONNECTIONS SHALL BE WELDED WITH SINGLE PASS ALL PRIMARY MEMBER CONNECTIONS SHALL BE WELDED WITH SINGLE PASS FILLET WELDS OF NOT LESS THAN ¼” LEG, U.N.O. LEG, U.N.O. 4. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, EXCEPT AS FOLLOWS: TO PARAGRAPH 3.1, ADD “THE PROJECT ARCHITECTURAL DRAWINGS ARE THE PROJECT ARCHITECTURAL DRAWINGS ARE A PART OF THE STRUCTURAL STEEL DESIGN DRAWINGS BY REFERENCE AND MUST BE USED CONCURRENTLY WITH THE STRUCTURAL STEEL DESIGN DRAWINGS FOR ANY INFORMATION NOT SHOWN ON THE STRUCTURAL STEEL DESIGN DRAWINGS”. . DELETE PARAGRAPH 3.2 AND INSERT THE FOLLOWING: "ARCHITECTURAL, PROCESS, ELECTRICAL AND MECHANICAL PLANS SHALL BE USED AS A SUPPLEMENT TO THE STRUCTURAL STEEL DESIGN DRAWINGS TO DEFINE DETAIL CONFIGURATIONS AND CONSTRUCTION INFORMATION”. . PARAGRAPH 3.3 MODIFY THE LAST SENTENCE TO READ, "IN CASE OF DISCREPANCIES BETWEEN THE STRUCTURAL STEEL PLANS AND PLANS OF OTHER DISCIPLINES OR EXISTING CONDITIONS, SUCH DISCREPANCIES SHALL BE CALLED TO THE ARCHITECT / ENGINEER'S ATTENTION FOR RESOLUTION”. . 5. ALL STEEL SHALL RECEIVE A PRIMER COAT UNLESS GALVANIZED. ALL STEEL SHALL RECEIVE A PRIMER COAT UNLESS GALVANIZED. 6. ALL EXPOSED STEEL, INCLUDING VENEER SUPPORT ANGLES, SHALL BE ALL EXPOSED STEEL, INCLUDING VENEER SUPPORT ANGLES, SHALL BE GALVANIZED. DAMAGED GALVANIZING SHALL BE REPAIRED BY APPLICATION OF COLD GALVANIZING COMPOUND SUCH AS ZRC (MINIMUM 3 COATS). PAINT FINISH PER ARCHITECTURAL. 7. ALL STEEL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING ALL STEEL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ELECTRODES IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 "STRUCTURAL WELDING CODE" AND VISUALLY INSPECTED. FULL-PEN WELDS SHALL ALSO BE INSPECTED BY NDT METHODS SUCH AS ULTRASONIC, MAG PARTICLE, OR DYE PEN. 8. ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE REQUIRED, WIRE BRUSH CLEANED AND PAINTED TO MATCH THE PAINT SYSTEM. 9. ALL ANCHOR RODS SHALL BE MINIMUM 3/4" DIAMETER STAINLESS STEEL TYPE ALL ANCHOR RODS SHALL BE MINIMUM 3/4" DIAMETER STAINLESS STEEL TYPE 304 UNLESS NOTED OTHERWISE. WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE FURNISHED; RODS MAY BE HEADED OR NUTTED, WITH THE NUT TACK WELDED AT THE BOTTOM END OF THE ANCHOR OR DOUBLE NUTTED. LIGHT GAUGE METAL FRAMING 1. STUDS IN EXTERIOR WALL SHALL BE 400 S162-33 (4”-20 GAUGE) STUDS AT STUDS IN EXTERIOR WALL SHALL BE 400 S162-33 (4”-20 GAUGE) STUDS AT -20 GAUGE) STUDS AT 16” OC. - UNLESS NOTED OTHERWISE IN ARCHITECTURAL DETAILS. OC. - UNLESS NOTED OTHERWISE IN ARCHITECTURAL DETAILS. 2. STUDS USED AS JOISTS ON SLAB IN FLOOR SYSTEM SHALL BE MINIMUM 600 STUDS USED AS JOISTS ON SLAB IN FLOOR SYSTEM SHALL BE MINIMUM 600 S162-54 (6”-16 GAUGE) STUDS AT 16” OC. -16 GAUGE) STUDS AT 16” OC. OC. 3. STUDS SHALL BE COLD ROLLED STEEL, GALVANIZED, C SHAPE WITH MINIMUM 1 STUDS SHALL BE COLD ROLLED STEEL, GALVANIZED, C SHAPE WITH MINIMUM 1 5/8” FLANGE AND MINIMUM 1/2” RETURN. STUDS FOR EXTERIOR WALLS AND FLANGE AND MINIMUM 1/2” RETURN. STUDS FOR EXTERIOR WALLS AND RETURN. STUDS FOR EXTERIOR WALLS AND FLOOR JOISTS ARE TO BE PUNCHED FOR UTILITY ACCESS AND GALVANIZED TO G90 COATING PER ASTM A525. 4. AT ALL OPENINGS IN EXTERIOR WALLS, PROVIDE A MINIMUM TWO STUDS FULL AT ALL OPENINGS IN EXTERIOR WALLS, PROVIDE A MINIMUM TWO STUDS FULL WALL HEIGHT EACH SIDE OF OPENING AND A MINIMUM ONE ADDITIONAL CRIPPLE STUD FOR EACH SIDE FOR LINTEL BEARING. 5. ANCHOR BOTTOM TRACK OF WALL TO CONCRETE WITH MINIMUM 5/32”X1 ANCHOR BOTTOM TRACK OF WALL TO CONCRETE WITH MINIMUM 5/32”X1 X1 1/4” POWDER ACTUATED FASTENERS OR ¼” X 1 ½” LONG POWDER ACTUATED FASTENERS OR ¼” X 1 ½” LONG X 1 ½” LONG LONG CONCRETE/MASONRY SCREWS AT 16” OC AT EXTERIOR WALLS. OC AT EXTERIOR WALLS. 6. TOP AND BOTTOM TRACKS AND TRACKS AT PERIMETER OF LIGHT GAUGE FLOOR TOP AND BOTTOM TRACKS AND TRACKS AT PERIMETER OF LIGHT GAUGE FLOOR SHALL BE COLD ROLLED OR BREAK FORMED STEEL, GALVANIZED U SHAPED AND MINIMUM 16 GAUGE AND AS NOTED ON THE DRAWINGS. 7. BENT ANGLE CONNECTORS, WHERE INDICATED ON DRAWINGS, SHALL BE A BENT ANGLE CONNECTORS, WHERE INDICATED ON DRAWINGS, SHALL BE A MINIMUM 14 GAUGE AND SHALL BE GALVANIZED TO SAME SPECIFICATION AS STUD FRAMING. 8. LIGHT GAUGE METAL FRAMING FASTENERS SHALL BE A MINIMUM #10 LIGHT GAUGE METAL FRAMING FASTENERS SHALL BE A MINIMUM #10 SELF-DRILLING SHEET METAL SCREWS, 16 THREADS PER INCH, WITH LOW PROFILE HEAD. PROVIDE A MINIMUM OF TWO SCREWS PER CONNECTION UNLESS NOTED OTHERWISE. 9. ALL FRAMING COMPONENTS SHALL BE SQUARELY CUT FOR ATTACHMENT TO ALL FRAMING COMPONENTS SHALL BE SQUARELY CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. STUD ENDS MUST SEAT TIGHTLY INTO TRACKS FOR ALL BEARING APPLICATIONS. 10. AT ALL WALL ELEMENTS, PROVIDE 1 1/2” - 16 GAUGE HORIZONTAL AT ALL WALL ELEMENTS, PROVIDE 1 1/2” - 16 GAUGE HORIZONTAL - 16 GAUGE HORIZONTAL CHANNEL BRIDGING TO PREVENT STUD ROTATION. FOR ALL NON-LOAD BEARING EXTERIOR WALL, SPACE AT 5'-0” O.C. MAX. O.C. MAX. 11. ALL LIGHT GAUGE DESIGNATIONS ARE IN ACCORDANCE WITH THE STEEL ALL LIGHT GAUGE DESIGNATIONS ARE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA): 12 GAUGE 97 MILS (0.097”) 97 MILS (0.097”) ) 14 GAUGE 68 MILS 68 MILS 16 GAUGE 54 MILS 54 MILS 18 GAUGE 43 MILS 43 MILS 20 GAUGE 33 MILS 33 MILS 22 GAUGE 27 MILS 27 MILS 12. SPLICES IN STUDS, JOISTS AND HEADERS ARE NOT PERMITTED, UNLESS SPLICES IN STUDS, JOISTS AND HEADERS ARE NOT PERMITTED, UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

AutoCAD SHX Text 1 METAL CONSTRUCTION WELDING DETAILS: BRACING, LOCATIONS, ETC. BOLTING 2 CONCRETE CONSTRUCTION CONCRETE PRECAST/PRESTRESSED CONCRETE REINFORCEMENT: SIZE AND SPACING BOLTS INSTALLED IN CONCRETE 3 MASONRY CONSTRUCTION REINFORCEMENT: SIZE AND SPACING PRISMS DETAILS: GROUTING, LINTELS, ETC. 4 WOOD CONSTRUCTION 5 GRADING, EXCAVATION AND FILLING 6 PILING, PIERS AND CAISSONS 7 SPRAY-APPLIED FIREPROOFING 8 EXTERIOR INSULATION AND FINISH SYSTEM 9 SPECIAL CASES

AutoCAD SHX Text A. INSPECTION OF REINFORCING STEEL AND ANCHOR ROD INSPECTION OF REINFORCING STEEL AND ANCHOR ROD PLACEMENT SHALL BE PERFORMED PRIOR TO CONCRETE PLACEMENT OR DURING ANCHOR ROD INSTALLATION FOR ADHESIVE ANCHORS. B. CONTINUOUS INSPECTION DURING CONCRETE PLACEMENT CONTINUOUS INSPECTION DURING CONCRETE PLACEMENT IS REQUIRED. C. CONDUCT CONCRETE SLUMP TESTS IN ACCORDANCE WITH CONDUCT CONCRETE SLUMP TESTS IN ACCORDANCE WITH ASTM C143. D. OBTAIN SET OF FOUR (4) CONCRETE TEST CYLINDERS OBTAIN SET OF FOUR (4) CONCRETE TEST CYLINDERS EACH TIME CONCRETE IS PLACED. MAKE TEST CYLINDERS IN ACCORDANCE WITH ASTM C39. E. IT IS ASSUMED THAT SHOP WELDING WILL BE PERFORMED IT IS ASSUMED THAT SHOP WELDING WILL BE PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK. G/C SHALL SUBMIT FABRICATOR DOCUMENTS, STANDARDS, AND PROCEDURES IN ACCORDANCE WITH IBC 1705.2. F. REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE FREQUENCY NOTED ABOVE, TO THE COR, CONTRACTOR, AND ENGINEER OF RECORD BY THE FIRM CONTRACTED TO PERFORM INSPECTIONS.

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AutoCAD SHX Text EXTEND SLAB FOUNDATION BELOW SIDEWALK. COVER WITH RIGID INSULATION (2" EXPANDED POLYSTYRENE - XPS TYPE VI). SEE DETAILS. CONCRETE PROJECTION AT CENTER BASEPLATE. NOTCH VENEER AS REQUIRED. COAT PROJECTION AND BASEPLATE WITH WATERPROOFING MEMBRANE. PROVIDE (1) #4 REBAR x 2'-0" MIN. LONG AT EACH REENTRANT CORNER 16ga. TRACK SECURED TO CONCRETE EDGE WITH (2) " 14" CONCRETE/MASONRY SCREWS AT 18"o.c. (AT 6"o.c. OVER SLAB BLOCKOUTS) 6" - 16ga. STUDS AT 16"o.c. WITH DOUBLE 6" - 16ga. BLOCKING BETWEEN AT PLATE FLOOR JOINT LOCATIONS (SEE ARCH FOR JOINT LOCATIONS, 4'-0"o.c. MAX. SPACING) 14ga. CLIP -SECURE TO JOIST AND CONCRETE FOUNDATION. SEE DETAIL 6/S2.0.

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AutoCAD SHX Text EXTEND SLAB FOUNDATION BELOW SIDEWALK. COVER WITH RIGID INSULATION (2" EXPANDED POLYSTYRENE - XPS TYPE VI). SEE DETAILS. CONCRETE PROJECTION AT CENTER BASEPLATE. NOTCH VENEER AS REQUIRED. COAT PROJECTION AND BASEPLATE WITH WATERPROOFING MEMBRANE. PROVIDE (1) #4 REBAR x 2'-0" MIN. LONG AT EACH REENTRANT CORNER 16ga. TRACK SECURED TO CONCRETE EDGE WITH (2) " 14" CONCRETE/MASONRY SCREWS AT 18"o.c. (AT 6"o.c. OVER SLAB BLOCKOUTS) 6" - 16ga. STUDS AT 16"o.c. WITH DOUBLE 6"-16ga. BLOCKING BETWEEN AT PLATE FLOOR JOINT LOCATIONS (SEE ARCH FOR JOINT LOCATIONS, 4'-0" MAX. SPACING) 14ga. CLIP -SECURE TO JOIST AND CONCRETE FOUNDATION. SEE DETAIL 6/S2.0.

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AutoCAD SHX Text SILL: HSS3x2x + L3x2x (LLH) 316 + L3x2x (LLH) 316(LLH) TOP OF WALL: HSS3x2x HSS3x2x 316HEADER: HSS3x2x HSS3x2x 316L5x3x (LLH) GALV. CONTINUOUS WITH MITERED CORNERS 14(LLH) GALV. CONTINUOUS WITH MITERED CORNERS HSS4x3x 38UNLESS NOTED OTHERWISE, ATTACH ALL STEEL FRAMING MEMBERS WITH " LEG FILLET WELDS ALL AROUND. TOUCH 14" LEG FILLET WELDS ALL AROUND. TOUCH UP GALVANIZED MEMBERS AFTER WELDING.

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AutoCAD SHX Text REMOVE AND RECONSTRUCT CURB AS REQUIRED TO EXTEND BOOTH CONCRETE FOUNDATION TO DEPTH OF CONDUIT BANKS

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PLATE FLOOR JOINT

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LIGHT GAGE FLOOR JOIST (BEYOND)

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NO.10 TEK SCREWS

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2 "Ø MAX.12"Ø MAX.

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5" MIN.

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5" MIN.

AutoCAD SHX Text NOTE: IF LARGER OPENINGS OR CLOSER SPACING IS REQUIRED, CONSULT WITH C.O.R. PRIOR TO CUTTING HOLES.

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SECTION THROUGH CENTER GUARD BOOTH FOUNDATION

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AutoCAD SHX Text Scale: 1"= 1'-0"

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SECTION THROUGH WEST GUARD BOOTH FOUNDATION

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AutoCAD SHX Text Scale: 3"= 1'-0"

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SECTION THROUGH MIDDLE COLUMN

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CENTER BASEPLATE DETAIL

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12" THK PLATE

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(4) "Ø ANCHOR RODS 58"Ø ANCHOR RODS (STAINLESS STEEL)

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CORNER BASEPLATE DETAIL

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LIGHT GAGE FLOOR CONNECTION

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SECTION THROUGH BLOCKING

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IN ACCESS FLOOR JOISTS

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PERMISSIBLE OPENINGS

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(2) "Ø ANCHOR 58"Ø ANCHOR RODS (S.S.)

38" THK PLATE