C S MS 39564 : (228) 769-9545 G A S DESIGN CRITERIA ......6.66..6. concrete cover for reinforcing shall conform to aci 318 or as indicated on the drawings. 7.77..7. all reinforcing

1.1.1.1. THE STRUCTURAL PLANS ARE TO BE USED IN CONJUNCTION WITH THETHE STRUCTURAL PLANS ARE TO BE USED IN CONJUNCTION WITH THETHE STRUCTURAL PLANS ARE TO BE USED IN CONJUNCTION WITH THETHE STRUCTURAL PLANS ARE TO BE USED IN CONJUNCTION WITH THEARCHITECTURAL, CIVIL, ELECTRICAL, MECHANICAL, PLUMBING, ETC., PLANS ANDARCHITECTURAL, CIVIL, ELECTRICAL, MECHANICAL, PLUMBING, ETC., PLANS ANDARCHITECTURAL, CIVIL, ELECTRICAL, MECHANICAL, PLUMBING, ETC., PLANS ANDARCHITECTURAL, CIVIL, ELECTRICAL, MECHANICAL, PLUMBING, ETC., PLANS AND

SPECIFICATIONS TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.SPECIFICATIONS TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.SPECIFICATIONS TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.SPECIFICATIONS TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.

2.2.2.2. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTORFOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTORFOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTORFOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTOR

SHALL REFER TO THE ARCHITECTURAL DRAWINGS.SHALL REFER TO THE ARCHITECTURAL DRAWINGS.SHALL REFER TO THE ARCHITECTURAL DRAWINGS.SHALL REFER TO THE ARCHITECTURAL DRAWINGS.

3.3.3.3. BEFORE WORK BEGINS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ONBEFORE WORK BEGINS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ONBEFORE WORK BEGINS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ONBEFORE WORK BEGINS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON

THE STRUCTURAL DRAWINGS WITH DIMENSIONS SHOWN ON THE ARCHITECTURALTHE STRUCTURAL DRAWINGS WITH DIMENSIONS SHOWN ON THE ARCHITECTURALTHE STRUCTURAL DRAWINGS WITH DIMENSIONS SHOWN ON THE ARCHITECTURALTHE STRUCTURAL DRAWINGS WITH DIMENSIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL IMMEDIATELYDRAWINGS. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL IMMEDIATELYDRAWINGS. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL IMMEDIATELYDRAWINGS. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE ARCHITECT AND WORK SHALL NOT BEGIN UNTIL THE DISCREPANCY ISNOTIFY THE ARCHITECT AND WORK SHALL NOT BEGIN UNTIL THE DISCREPANCY ISNOTIFY THE ARCHITECT AND WORK SHALL NOT BEGIN UNTIL THE DISCREPANCY ISNOTIFY THE ARCHITECT AND WORK SHALL NOT BEGIN UNTIL THE DISCREPANCY IS

RESOLVED.RESOLVED.RESOLVED.RESOLVED.

4.4.4.4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SHOPTHE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SHOPTHE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SHOPTHE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SHOP

DRAWING SUBMITTAL, FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALLDRAWING SUBMITTAL, FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALLDRAWING SUBMITTAL, FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALLDRAWING SUBMITTAL, FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH ARE INIMMEDIATELY NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH ARE INIMMEDIATELY NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH ARE INIMMEDIATELY NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH ARE IN

CONFLICT WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE BASED ONCONFLICT WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE BASED ONCONFLICT WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE BASED ONCONFLICT WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE BASED ON

FIELD VERIFIED CONDITIONS AND DIMENSIONS ONLY.FIELD VERIFIED CONDITIONS AND DIMENSIONS ONLY.FIELD VERIFIED CONDITIONS AND DIMENSIONS ONLY.FIELD VERIFIED CONDITIONS AND DIMENSIONS ONLY.

5.5.5.5. ROOF FRAMING HAS BEEN DESIGNED ASSUMING FREE WATER DRAINAGE. ROOFROOF FRAMING HAS BEEN DESIGNED ASSUMING FREE WATER DRAINAGE. ROOFROOF FRAMING HAS BEEN DESIGNED ASSUMING FREE WATER DRAINAGE. ROOFROOF FRAMING HAS BEEN DESIGNED ASSUMING FREE WATER DRAINAGE. ROOF

DRAINAGE MUST BE DESIGNED BY OTHERS TO ADEQUATELY DISSIPATE WATER,DRAINAGE MUST BE DESIGNED BY OTHERS TO ADEQUATELY DISSIPATE WATER,DRAINAGE MUST BE DESIGNED BY OTHERS TO ADEQUATELY DISSIPATE WATER,DRAINAGE MUST BE DESIGNED BY OTHERS TO ADEQUATELY DISSIPATE WATER,

PREVENTING WATER ACCUMULATION ON STRUCTURE.PREVENTING WATER ACCUMULATION ON STRUCTURE.PREVENTING WATER ACCUMULATION ON STRUCTURE.PREVENTING WATER ACCUMULATION ON STRUCTURE.

6. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY. THE6. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY. THE6. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY. THE6. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY. THE

STRUCTURAL ENGINEER HAS NO CONTROL OVER, NOR RESPONSIBILITY FOR THESTRUCTURAL ENGINEER HAS NO CONTROL OVER, NOR RESPONSIBILITY FOR THESTRUCTURAL ENGINEER HAS NO CONTROL OVER, NOR RESPONSIBILITY FOR THESTRUCTURAL ENGINEER HAS NO CONTROL OVER, NOR RESPONSIBILITY FOR THE

CONTRACTORS MEANS, METHODS, AND/OR PROCEDURES IN PERFORMING THE WORK.CONTRACTORS MEANS, METHODS, AND/OR PROCEDURES IN PERFORMING THE WORK.CONTRACTORS MEANS, METHODS, AND/OR PROCEDURES IN PERFORMING THE WORK.CONTRACTORS MEANS, METHODS, AND/OR PROCEDURES IN PERFORMING THE WORK.

7.7.7.7. THE DOCUMENTS REPRESENT STRUCTURAL SYSTEMS AND COMPONENTS IN THEIRTHE DOCUMENTS REPRESENT STRUCTURAL SYSTEMS AND COMPONENTS IN THEIRTHE DOCUMENTS REPRESENT STRUCTURAL SYSTEMS AND COMPONENTS IN THEIRTHE DOCUMENTS REPRESENT STRUCTURAL SYSTEMS AND COMPONENTS IN THEIR

FINAL AND FINISHED STATE. THE DESIGN, ADEQUACY AND SAFETY OF ERECTIONFINAL AND FINISHED STATE. THE DESIGN, ADEQUACY AND SAFETY OF ERECTIONFINAL AND FINISHED STATE. THE DESIGN, ADEQUACY AND SAFETY OF ERECTIONFINAL AND FINISHED STATE. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION

BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING ALL INTERMEDIATEBRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING ALL INTERMEDIATEBRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING ALL INTERMEDIATEBRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING ALL INTERMEDIATE

STAGES OF CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STAGES OF CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STAGES OF CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STAGES OF CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

8.8.8.8. THE DRAWINGS, CALCULATIONS AND REPRODUCTIONS RELATING TO THE STRUCTURALTHE DRAWINGS, CALCULATIONS AND REPRODUCTIONS RELATING TO THE STRUCTURALTHE DRAWINGS, CALCULATIONS AND REPRODUCTIONS RELATING TO THE STRUCTURALTHE DRAWINGS, CALCULATIONS AND REPRODUCTIONS RELATING TO THE STRUCTURALPORTION OF THIS PROJECT ARE INSTRUMENTS OF SERVICE TO BE USED FOR THISPORTION OF THIS PROJECT ARE INSTRUMENTS OF SERVICE TO BE USED FOR THISPORTION OF THIS PROJECT ARE INSTRUMENTS OF SERVICE TO BE USED FOR THISPORTION OF THIS PROJECT ARE INSTRUMENTS OF SERVICE TO BE USED FOR THIS

PROJECT ONLY.PROJECT ONLY.PROJECT ONLY.PROJECT ONLY.

9.9.9.9. IT IS UNDERSTOOD THAT THE ENGINEER MAKES NO WARRANTY, EITHER EXPRESSEDIT IS UNDERSTOOD THAT THE ENGINEER MAKES NO WARRANTY, EITHER EXPRESSEDIT IS UNDERSTOOD THAT THE ENGINEER MAKES NO WARRANTY, EITHER EXPRESSEDIT IS UNDERSTOOD THAT THE ENGINEER MAKES NO WARRANTY, EITHER EXPRESSED

OR IMPLIED, AS TO THE FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONSOR IMPLIED, AS TO THE FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONSOR IMPLIED, AS TO THE FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONSOR IMPLIED, AS TO THE FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONS

OR PROFESSIONAL ADVICE EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVEOR PROFESSIONAL ADVICE EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVEOR PROFESSIONAL ADVICE EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVEOR PROFESSIONAL ADVICE EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVE

BEEN PREPARED IN ACCORDANCE WITH CURRENT GENERALLY ACCEPTEDBEEN PREPARED IN ACCORDANCE WITH CURRENT GENERALLY ACCEPTEDBEEN PREPARED IN ACCORDANCE WITH CURRENT GENERALLY ACCEPTEDBEEN PREPARED IN ACCORDANCE WITH CURRENT GENERALLY ACCEPTED

PROFESSIONAL ENGINEERING PRACTICES.PROFESSIONAL ENGINEERING PRACTICES.PROFESSIONAL ENGINEERING PRACTICES.PROFESSIONAL ENGINEERING PRACTICES.

10.NOTES AND SPECIFIC DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE10.NOTES AND SPECIFIC DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE10.NOTES AND SPECIFIC DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE10.NOTES AND SPECIFIC DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE

OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. THE CONTRACTOR SHALLOVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. THE CONTRACTOR SHALLOVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. THE CONTRACTOR SHALLOVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. THE CONTRACTOR SHALL

CONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION IF ANY QUESTION ORCONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION IF ANY QUESTION ORCONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION IF ANY QUESTION ORCONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION IF ANY QUESTION OR

DISCREPANCY EXISTS.DISCREPANCY EXISTS.DISCREPANCY EXISTS.DISCREPANCY EXISTS.

11.THE FOLLOWING ITEMS ARE SPECIFICALLY EXCLUDED FROM THE STRUCTURAL PART OF11.THE FOLLOWING ITEMS ARE SPECIFICALLY EXCLUDED FROM THE STRUCTURAL PART OF11.THE FOLLOWING ITEMS ARE SPECIFICALLY EXCLUDED FROM THE STRUCTURAL PART OF11.THE FOLLOWING ITEMS ARE SPECIFICALLY EXCLUDED FROM THE STRUCTURAL PART OF

THIS PROJECT:THIS PROJECT:THIS PROJECT:THIS PROJECT:

A.A.A.A. ARCHITECTURAL ELEMENTS:ARCHITECTURAL ELEMENTS:ARCHITECTURAL ELEMENTS:ARCHITECTURAL ELEMENTS:

1.1.1.1. NON-LOAD BEARING MASONRY WALLS.NON-LOAD BEARING MASONRY WALLS.NON-LOAD BEARING MASONRY WALLS.NON-LOAD BEARING MASONRY WALLS.

2. 2. 2. 2. STEEL STAIRS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL STEEL STAIRS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL STEEL STAIRS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL STEEL STAIRS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL

DRAWINGS.DRAWINGS.DRAWINGS.DRAWINGS.

3. AUXILIARY MEMBERS, ANGLES, BATTENS, PIPES, STRUTS, ETC., OR ANY 3. AUXILIARY MEMBERS, ANGLES, BATTENS, PIPES, STRUTS, ETC., OR ANY 3. AUXILIARY MEMBERS, ANGLES, BATTENS, PIPES, STRUTS, ETC., OR ANY 3. AUXILIARY MEMBERS, ANGLES, BATTENS, PIPES, STRUTS, ETC., OR ANY

PATENTED SYSTEMS, WITH THE SOLE PURPOSE TO SERVE AS SUPPORTING PATENTED SYSTEMS, WITH THE SOLE PURPOSE TO SERVE AS SUPPORTING PATENTED SYSTEMS, WITH THE SOLE PURPOSE TO SERVE AS SUPPORTING PATENTED SYSTEMS, WITH THE SOLE PURPOSE TO SERVE AS SUPPORTING

MEMBERS FOR NON-STRUCTURAL ELEMENTS.MEMBERS FOR NON-STRUCTURAL ELEMENTS.MEMBERS FOR NON-STRUCTURAL ELEMENTS.MEMBERS FOR NON-STRUCTURAL ELEMENTS.

4.4.4.4. CURTAIN WALLS, WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING OR CURTAIN WALLS, WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING OR CURTAIN WALLS, WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING OR CURTAIN WALLS, WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING OR

HANDRAILS, NOT PART OF THE PRIMARY STRUCTURAL SYSTEM.HANDRAILS, NOT PART OF THE PRIMARY STRUCTURAL SYSTEM.HANDRAILS, NOT PART OF THE PRIMARY STRUCTURAL SYSTEM.HANDRAILS, NOT PART OF THE PRIMARY STRUCTURAL SYSTEM.

5.5.5.5. CONNECTIONS OF PRECAST TO THE STRUCTURE.CONNECTIONS OF PRECAST TO THE STRUCTURE.CONNECTIONS OF PRECAST TO THE STRUCTURE.CONNECTIONS OF PRECAST TO THE STRUCTURE.

6.6.6.6. CEILING AND LIGHTING SYSTEMS AND RELATED BRACING AND ATTACHMENT CEILING AND LIGHTING SYSTEMS AND RELATED BRACING AND ATTACHMENT CEILING AND LIGHTING SYSTEMS AND RELATED BRACING AND ATTACHMENT CEILING AND LIGHTING SYSTEMS AND RELATED BRACING AND ATTACHMENT

SYSTEMS.SYSTEMS.SYSTEMS.SYSTEMS.

7.7.7.7. DECORATIVE WORK SUCH AS SCREENS, MURALS, ETC., AND FINISHES.DECORATIVE WORK SUCH AS SCREENS, MURALS, ETC., AND FINISHES.DECORATIVE WORK SUCH AS SCREENS, MURALS, ETC., AND FINISHES.DECORATIVE WORK SUCH AS SCREENS, MURALS, ETC., AND FINISHES.

B.B.B.B. MECHANICAL AND ELECTRICAL ELEMENTS:MECHANICAL AND ELECTRICAL ELEMENTS:MECHANICAL AND ELECTRICAL ELEMENTS:MECHANICAL AND ELECTRICAL ELEMENTS:

1.1.1.1. ANCHORAGE FOR ELECTRICAL ELEMENTS SUCH AS TRANSFORMERS, ANCHORAGE FOR ELECTRICAL ELEMENTS SUCH AS TRANSFORMERS, ANCHORAGE FOR ELECTRICAL ELEMENTS SUCH AS TRANSFORMERS, ANCHORAGE FOR ELECTRICAL ELEMENTS SUCH AS TRANSFORMERS,

EMERGENCY GENERATORS, CONDUITS AND CABLES, CABLE TRAYS, PANEL EMERGENCY GENERATORS, CONDUITS AND CABLES, CABLE TRAYS, PANEL EMERGENCY GENERATORS, CONDUITS AND CABLES, CABLE TRAYS, PANEL EMERGENCY GENERATORS, CONDUITS AND CABLES, CABLE TRAYS, PANEL BOARDS, LIGHTING FIXTURES AND SWITCHGEAR.BOARDS, LIGHTING FIXTURES AND SWITCHGEAR.BOARDS, LIGHTING FIXTURES AND SWITCHGEAR.BOARDS, LIGHTING FIXTURES AND SWITCHGEAR.

2.2.2.2. SPECIAL SUPPORT ASSEMBLIES, WALL BRACKETS, STANDS, ELEVATED OR SPECIAL SUPPORT ASSEMBLIES, WALL BRACKETS, STANDS, ELEVATED OR SPECIAL SUPPORT ASSEMBLIES, WALL BRACKETS, STANDS, ELEVATED OR SPECIAL SUPPORT ASSEMBLIES, WALL BRACKETS, STANDS, ELEVATED OR

SUSPENDED PLATFORMS, STANCHIONS, ETC., WHOSE ONLY PURPOSE IS TO SUSPENDED PLATFORMS, STANCHIONS, ETC., WHOSE ONLY PURPOSE IS TO SUSPENDED PLATFORMS, STANCHIONS, ETC., WHOSE ONLY PURPOSE IS TO SUSPENDED PLATFORMS, STANCHIONS, ETC., WHOSE ONLY PURPOSE IS TO

ACCOMMODATE MECHANICAL AND ELECTRICAL ELEMENTS.ACCOMMODATE MECHANICAL AND ELECTRICAL ELEMENTS.ACCOMMODATE MECHANICAL AND ELECTRICAL ELEMENTS.ACCOMMODATE MECHANICAL AND ELECTRICAL ELEMENTS.

3.3.3.3. HOUSEKEEPING AND INERTIA PADS, ACOUSTIC SLABS AND FOUNDATIONS FOR HOUSEKEEPING AND INERTIA PADS, ACOUSTIC SLABS AND FOUNDATIONS FOR HOUSEKEEPING AND INERTIA PADS, ACOUSTIC SLABS AND FOUNDATIONS FOR HOUSEKEEPING AND INERTIA PADS, ACOUSTIC SLABS AND FOUNDATIONS FOR

MECHANICAL AND ELECTRICAL EQUIPMENT.MECHANICAL AND ELECTRICAL EQUIPMENT.MECHANICAL AND ELECTRICAL EQUIPMENT.MECHANICAL AND ELECTRICAL EQUIPMENT.

WHERE ITEMS NOTED IN 11A AND 11B ARE SHOWN ON THE STRUCTURAL DRAWINGSWHERE ITEMS NOTED IN 11A AND 11B ARE SHOWN ON THE STRUCTURAL DRAWINGSWHERE ITEMS NOTED IN 11A AND 11B ARE SHOWN ON THE STRUCTURAL DRAWINGSWHERE ITEMS NOTED IN 11A AND 11B ARE SHOWN ON THE STRUCTURAL DRAWINGS

FOR GENERAL REFERENCE, NO RESPONSIBILITY FOR THEIR CORRECTNESS IS IMPLIED.FOR GENERAL REFERENCE, NO RESPONSIBILITY FOR THEIR CORRECTNESS IS IMPLIED.FOR GENERAL REFERENCE, NO RESPONSIBILITY FOR THEIR CORRECTNESS IS IMPLIED.FOR GENERAL REFERENCE, NO RESPONSIBILITY FOR THEIR CORRECTNESS IS IMPLIED.

ACCORDINGLY, REFERENCE MUST BE MADE TO PLANS, DETAILS OR SPECIFICATIONSACCORDINGLY, REFERENCE MUST BE MADE TO PLANS, DETAILS OR SPECIFICATIONSACCORDINGLY, REFERENCE MUST BE MADE TO PLANS, DETAILS OR SPECIFICATIONSACCORDINGLY, REFERENCE MUST BE MADE TO PLANS, DETAILS OR SPECIFICATIONS

OF APPROPRIATE CONSULTANTS.OF APPROPRIATE CONSULTANTS.OF APPROPRIATE CONSULTANTS.OF APPROPRIATE CONSULTANTS.

GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:

STRUCTURAL ABBREVIATIONS:STRUCTURAL ABBREVIATIONS:STRUCTURAL ABBREVIATIONS:STRUCTURAL ABBREVIATIONS:

A.B. ------A.B. ------A.B. ------A.B. ------ ANCHOR BOLTANCHOR BOLTANCHOR BOLTANCHOR BOLT LLH ------LLH ------LLH ------LLH ------ LONG LEG HORIZONTALLONG LEG HORIZONTALLONG LEG HORIZONTALLONG LEG HORIZONTALA.F.F. ----A.F.F. ----A.F.F. ----A.F.F. ---- ABOVE FINISH FLOORABOVE FINISH FLOORABOVE FINISH FLOORABOVE FINISH FLOOR LLV ------LLV ------LLV ------LLV ------ LONG LEG VERTICALLONG LEG VERTICALLONG LEG VERTICALLONG LEG VERTICAL

ARCH. ---ARCH. ---ARCH. ---ARCH. --- ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL MANUF. -MANUF. -MANUF. -MANUF. - MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER

B.O.C. ---B.O.C. ---B.O.C. ---B.O.C. --- BOTTOM OF CONCRETEBOTTOM OF CONCRETEBOTTOM OF CONCRETEBOTTOM OF CONCRETE NO. ------NO. ------NO. ------NO. ------ NUMBERNUMBERNUMBERNUMBER

B.O.S. ---B.O.S. ---B.O.S. ---B.O.S. --- BOTTOM OF STEELBOTTOM OF STEELBOTTOM OF STEELBOTTOM OF STEEL PLF -------PLF -------PLF -------PLF ------- POUNDS PER LINEAR FOOTPOUNDS PER LINEAR FOOTPOUNDS PER LINEAR FOOTPOUNDS PER LINEAR FOOT

BOT. -----BOT. -----BOT. -----BOT. ----- BOTTOMBOTTOMBOTTOMBOTTOM PSF ------PSF ------PSF ------PSF ------ POUNDS PER SQUARE FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE FOOT

BRG. -----BRG. -----BRG. -----BRG. ----- BEARINGBEARINGBEARINGBEARING PSI -------PSI -------PSI -------PSI ------- POUNDS PER SQUARE INCHPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH

C.J. ------C.J. ------C.J. ------C.J. ------ CONTRACTION JOINTCONTRACTION JOINTCONTRACTION JOINTCONTRACTION JOINT REINF. ---REINF. ---REINF. ---REINF. --- REINFORCEMENTREINFORCEMENTREINFORCEMENTREINFORCEMENT

CMU -----CMU -----CMU -----CMU ----- CONCRETE MASONRY UNITCONCRETE MASONRY UNITCONCRETE MASONRY UNITCONCRETE MASONRY UNIT SIM. -----SIM. -----SIM. -----SIM. ----- SIMILARSIMILARSIMILARSIMILAR

CONC. ---CONC. ---CONC. ---CONC. --- CONCRETECONCRETECONCRETECONCRETE T&B ------T&B ------T&B ------T&B ------ TOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOM

CONT. ---CONT. ---CONT. ---CONT. --- CONTINUOUSCONTINUOUSCONTINUOUSCONTINUOUS TOC ------TOC ------TOC ------TOC ------ TOP OF CONCRETETOP OF CONCRETETOP OF CONCRETETOP OF CONCRETE

EA. -------EA. -------EA. -------EA. ------- EACHEACHEACHEACH TOF ------TOF ------TOF ------TOF ------ TOP OF FOOTINGTOP OF FOOTINGTOP OF FOOTINGTOP OF FOOTING

E.F. ------E.F. ------E.F. ------E.F. ------ EACH FACEEACH FACEEACH FACEEACH FACE TOM -----TOM -----TOM -----TOM ----- TOP OF MASONRYTOP OF MASONRYTOP OF MASONRYTOP OF MASONRY

E.J. ------E.J. ------E.J. ------E.J. ------ EXPANSION JOINTEXPANSION JOINTEXPANSION JOINTEXPANSION JOINT TOS ------TOS ------TOS ------TOS ------ TOP OF STEELTOP OF STEELTOP OF STEELTOP OF STEEL

ELEV. ----ELEV. ----ELEV. ----ELEV. ---- ELEVATIONELEVATIONELEVATIONELEVATION TYP. -----TYP. -----TYP. -----TYP. ----- TYPICALTYPICALTYPICALTYPICAL

E.W. -----E.W. -----E.W. -----E.W. ----- EACH WAYEACH WAYEACH WAYEACH WAY U.N.O. ---U.N.O. ---U.N.O. ---U.N.O. --- UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE

F.F.E. ----F.F.E. ----F.F.E. ----F.F.E. ---- FINISH FLOOR ELEVATIONFINISH FLOOR ELEVATIONFINISH FLOOR ELEVATIONFINISH FLOOR ELEVATION VERT. ----VERT. ----VERT. ----VERT. ---- VERTICALVERTICALVERTICALVERTICAL

GALV. ----GALV. ----GALV. ----GALV. ---- GALVANIZEDGALVANIZEDGALVANIZEDGALVANIZED W.P. -----W.P. -----W.P. -----W.P. ----- WORKING POINTWORKING POINTWORKING POINTWORKING POINT

HOR. -----HOR. -----HOR. -----HOR. ----- HORIZONTALHORIZONTALHORIZONTALHORIZONTAL

LG. -------LG. -------LG. -------LG. ------- LONGLONGLONGLONG

1.1.1.1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORTTHE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORTTHE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORTTHE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORTPREPARED BY BURNS COOLEY DENNIS, INC. DATED MARCH 31, 2016 - TITLED:PREPARED BY BURNS COOLEY DENNIS, INC. DATED MARCH 31, 2016 - TITLED:PREPARED BY BURNS COOLEY DENNIS, INC. DATED MARCH 31, 2016 - TITLED:PREPARED BY BURNS COOLEY DENNIS, INC. DATED MARCH 31, 2016 - TITLED:

2.2.2.2. FOUNDATION TYPE:FOUNDATION TYPE:FOUNDATION TYPE:FOUNDATION TYPE: ALLOWABLE SOIL BEARING PRESSUREALLOWABLE SOIL BEARING PRESSUREALLOWABLE SOIL BEARING PRESSUREALLOWABLE SOIL BEARING PRESSURE

CONTINUOUS FOOTINGS ----------------------------CONTINUOUS FOOTINGS ----------------------------CONTINUOUS FOOTINGS ----------------------------CONTINUOUS FOOTINGS ---------------------------- 2000 PSF2000 PSF2000 PSF2000 PSF

SPREAD FOOTINGS ----------------------------------SPREAD FOOTINGS ----------------------------------SPREAD FOOTINGS ----------------------------------SPREAD FOOTINGS ---------------------------------- 2500 PSF2500 PSF2500 PSF2500 PSF

3.3.3.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, SHORING, UNDERPINNING,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, SHORING, UNDERPINNING,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, SHORING, UNDERPINNING,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, SHORING, UNDERPINNING,

BRACING, ISOLATION, ETC. OF ALL EXISTING CONDITIONS AS REQUIRED TO PREVENTBRACING, ISOLATION, ETC. OF ALL EXISTING CONDITIONS AS REQUIRED TO PREVENTBRACING, ISOLATION, ETC. OF ALL EXISTING CONDITIONS AS REQUIRED TO PREVENTBRACING, ISOLATION, ETC. OF ALL EXISTING CONDITIONS AS REQUIRED TO PREVENT

ANY DISTURBANCE TO EXISTING BUILDINGS OR EXISTING CONDITIONS AS A RESULT OFANY DISTURBANCE TO EXISTING BUILDINGS OR EXISTING CONDITIONS AS A RESULT OFANY DISTURBANCE TO EXISTING BUILDINGS OR EXISTING CONDITIONS AS A RESULT OFANY DISTURBANCE TO EXISTING BUILDINGS OR EXISTING CONDITIONS AS A RESULT OF

THIS WORK.THIS WORK.THIS WORK.THIS WORK.

4. SEE EARTHWORK NOTES ON THE FOUNDATION DEMO AND OVEREXCAVATION PLAN,4. SEE EARTHWORK NOTES ON THE FOUNDATION DEMO AND OVEREXCAVATION PLAN,4. SEE EARTHWORK NOTES ON THE FOUNDATION DEMO AND OVEREXCAVATION PLAN,4. SEE EARTHWORK NOTES ON THE FOUNDATION DEMO AND OVEREXCAVATION PLAN,

TESTING REQUIRED PER THE SCHDULE OF SPECIAL INSPECTION SERVICES, AS WELLTESTING REQUIRED PER THE SCHDULE OF SPECIAL INSPECTION SERVICES, AS WELLTESTING REQUIRED PER THE SCHDULE OF SPECIAL INSPECTION SERVICES, AS WELLTESTING REQUIRED PER THE SCHDULE OF SPECIAL INSPECTION SERVICES, AS WELL

AS ALL OTHER REQUIREMENTS INDICATED IN THE PLANS AND SPECIFICATIONS.AS ALL OTHER REQUIREMENTS INDICATED IN THE PLANS AND SPECIFICATIONS.AS ALL OTHER REQUIREMENTS INDICATED IN THE PLANS AND SPECIFICATIONS.AS ALL OTHER REQUIREMENTS INDICATED IN THE PLANS AND SPECIFICATIONS.

FOUNDATION NOTES:FOUNDATION NOTES:FOUNDATION NOTES:FOUNDATION NOTES:

1.1.1.1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.

2.2.2.2. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 185, 8" MINIMUM SIDE ANDWELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 185, 8" MINIMUM SIDE ANDWELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 185, 8" MINIMUM SIDE ANDWELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 185, 8" MINIMUM SIDE AND

END LAPS REQUIRED, UNLESS NOTED OTHERWISE.END LAPS REQUIRED, UNLESS NOTED OTHERWISE.END LAPS REQUIRED, UNLESS NOTED OTHERWISE.END LAPS REQUIRED, UNLESS NOTED OTHERWISE.

3.3.3.3. CONTRACTOR SHALL PROVIDE NECESSARY REINFORCING ACCESSORIES IN ORDER TOCONTRACTOR SHALL PROVIDE NECESSARY REINFORCING ACCESSORIES IN ORDER TOCONTRACTOR SHALL PROVIDE NECESSARY REINFORCING ACCESSORIES IN ORDER TOCONTRACTOR SHALL PROVIDE NECESSARY REINFORCING ACCESSORIES IN ORDER TO

HOLD BARS IN THE PROPER POSITION.HOLD BARS IN THE PROPER POSITION.HOLD BARS IN THE PROPER POSITION.HOLD BARS IN THE PROPER POSITION.

4.4.4.4. PROVIDE CORNER BARS OF THE SAME SIZE AND NUMBER AS HORIZONTAL BARS AT ALLPROVIDE CORNER BARS OF THE SAME SIZE AND NUMBER AS HORIZONTAL BARS AT ALLPROVIDE CORNER BARS OF THE SAME SIZE AND NUMBER AS HORIZONTAL BARS AT ALLPROVIDE CORNER BARS OF THE SAME SIZE AND NUMBER AS HORIZONTAL BARS AT ALL

CORNERS AND T INTERSECTIONS.CORNERS AND T INTERSECTIONS.CORNERS AND T INTERSECTIONS.CORNERS AND T INTERSECTIONS.

5.5.5.5. LAP SPLICES SHALL BE A CLASS B TENSION LAP, UNLESS NOTED OTHERWISE.LAP SPLICES SHALL BE A CLASS B TENSION LAP, UNLESS NOTED OTHERWISE.LAP SPLICES SHALL BE A CLASS B TENSION LAP, UNLESS NOTED OTHERWISE.LAP SPLICES SHALL BE A CLASS B TENSION LAP, UNLESS NOTED OTHERWISE.

6.6.6.6. CONCRETE COVER FOR REINFORCING SHALL CONFORM TO ACI 318 OR AS INDICATEDCONCRETE COVER FOR REINFORCING SHALL CONFORM TO ACI 318 OR AS INDICATEDCONCRETE COVER FOR REINFORCING SHALL CONFORM TO ACI 318 OR AS INDICATEDCONCRETE COVER FOR REINFORCING SHALL CONFORM TO ACI 318 OR AS INDICATED

ON THE DRAWINGS.ON THE DRAWINGS.ON THE DRAWINGS.ON THE DRAWINGS.

7.7.7.7. ALL REINFORCING BAR BENDS AND HOOKS SHALL BE IN CONFORMANCE WITH ACI 315,ALL REINFORCING BAR BENDS AND HOOKS SHALL BE IN CONFORMANCE WITH ACI 315,ALL REINFORCING BAR BENDS AND HOOKS SHALL BE IN CONFORMANCE WITH ACI 315,ALL REINFORCING BAR BENDS AND HOOKS SHALL BE IN CONFORMANCE WITH ACI 315,

UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.

REINFORCING STEEL NOTES:REINFORCING STEEL NOTES:REINFORCING STEEL NOTES:REINFORCING STEEL NOTES:

1.1.1.1. NON-SHRINK GROUT USED UNDER STEEL BASE PLATES SHALL BE A FACTORY PREMIXEDNON-SHRINK GROUT USED UNDER STEEL BASE PLATES SHALL BE A FACTORY PREMIXEDNON-SHRINK GROUT USED UNDER STEEL BASE PLATES SHALL BE A FACTORY PREMIXEDNON-SHRINK GROUT USED UNDER STEEL BASE PLATES SHALL BE A FACTORY PREMIXEDGROUT CONSISTING OF CEMENT, NON-METALLIC AGGREGATE, WATER REDUCINGGROUT CONSISTING OF CEMENT, NON-METALLIC AGGREGATE, WATER REDUCINGGROUT CONSISTING OF CEMENT, NON-METALLIC AGGREGATE, WATER REDUCINGGROUT CONSISTING OF CEMENT, NON-METALLIC AGGREGATE, WATER REDUCING

AGENT AND PLASTICIZING AGENTS REQUIRING ONLY WATER AT THE SITE; CAPABLE OFAGENT AND PLASTICIZING AGENTS REQUIRING ONLY WATER AT THE SITE; CAPABLE OFAGENT AND PLASTICIZING AGENTS REQUIRING ONLY WATER AT THE SITE; CAPABLE OFAGENT AND PLASTICIZING AGENTS REQUIRING ONLY WATER AT THE SITE; CAPABLE OF

DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS ANDDEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS ANDDEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS ANDDEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,400 PSI IN 48 HOURS AND

5,000 PSI IN 28 DAYS.5,000 PSI IN 28 DAYS.5,000 PSI IN 28 DAYS.5,000 PSI IN 28 DAYS.

NON-SHRINK GROUTING:NON-SHRINK GROUTING:NON-SHRINK GROUTING:NON-SHRINK GROUTING:

1.1.1.1. CONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5, ACICONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5, ACICONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5, ACICONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5, ACI530.1/ASCE 6 AND ALL BUILDING CODE REQUIREMENTS.530.1/ASCE 6 AND ALL BUILDING CODE REQUIREMENTS.530.1/ASCE 6 AND ALL BUILDING CODE REQUIREMENTS.530.1/ASCE 6 AND ALL BUILDING CODE REQUIREMENTS.

2.2.2.2. CMU MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 1500 PSI.CMU MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 1500 PSI.CMU MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 1500 PSI.CMU MINIMUM COMPRESSIVE STRENGTH (f'm) SHALL BE 1500 PSI.

3.3.3.3. PROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C90. LIGHT WEIGHTPROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C90. LIGHT WEIGHTPROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C90. LIGHT WEIGHTPROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C90. LIGHT WEIGHT

OR NORMAL WEIGHT UNITS MAY BE USED ABOVE GRADE; NORMAL WEIGHT ONLYOR NORMAL WEIGHT UNITS MAY BE USED ABOVE GRADE; NORMAL WEIGHT ONLYOR NORMAL WEIGHT UNITS MAY BE USED ABOVE GRADE; NORMAL WEIGHT ONLYOR NORMAL WEIGHT UNITS MAY BE USED ABOVE GRADE; NORMAL WEIGHT ONLY

BELOW GRADE. THE MINIMUM COMPRESSIVE STRENGTH OF THE UNITS SHALL BEBELOW GRADE. THE MINIMUM COMPRESSIVE STRENGTH OF THE UNITS SHALL BEBELOW GRADE. THE MINIMUM COMPRESSIVE STRENGTH OF THE UNITS SHALL BEBELOW GRADE. THE MINIMUM COMPRESSIVE STRENGTH OF THE UNITS SHALL BE

1900 PSI.1900 PSI.1900 PSI.1900 PSI.

4.4.4.4. MASONRY MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 WITH A MINIMUMMASONRY MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 WITH A MINIMUMMASONRY MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 WITH A MINIMUMMASONRY MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 WITH A MINIMUM

COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS.COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS.COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS.COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS.

5.5.5.5. MASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVEMASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVEMASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVEMASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE

STRENGTH OF 2500 PSI AT 28 DAYS AS DETERMINED IN ACCORDANCE WITH ASTMSTRENGTH OF 2500 PSI AT 28 DAYS AS DETERMINED IN ACCORDANCE WITH ASTMSTRENGTH OF 2500 PSI AT 28 DAYS AS DETERMINED IN ACCORDANCE WITH ASTMSTRENGTH OF 2500 PSI AT 28 DAYS AS DETERMINED IN ACCORDANCE WITH ASTM

C1019. SLUMP SHALL BE BETWEEN 8-11 INCHES.C1019. SLUMP SHALL BE BETWEEN 8-11 INCHES.C1019. SLUMP SHALL BE BETWEEN 8-11 INCHES.C1019. SLUMP SHALL BE BETWEEN 8-11 INCHES.

6.6.6.6. HORIZONTAL JOINT REINFORCING SHALL CONSIST OF TWO 9 GAGE (W1.7)HORIZONTAL JOINT REINFORCING SHALL CONSIST OF TWO 9 GAGE (W1.7)HORIZONTAL JOINT REINFORCING SHALL CONSIST OF TWO 9 GAGE (W1.7)HORIZONTAL JOINT REINFORCING SHALL CONSIST OF TWO 9 GAGE (W1.7)

LONGITUDINAL WIRES AT 16" O.C. VERTICALLY, UNLESS NOTED OTHERWISE ON THELONGITUDINAL WIRES AT 16" O.C. VERTICALLY, UNLESS NOTED OTHERWISE ON THELONGITUDINAL WIRES AT 16" O.C. VERTICALLY, UNLESS NOTED OTHERWISE ON THELONGITUDINAL WIRES AT 16" O.C. VERTICALLY, UNLESS NOTED OTHERWISE ON THE

DRAWINGS. PROVIDE ACCESSORIES FOR CORNERS, INTERSECTIONS, ETC.DRAWINGS. PROVIDE ACCESSORIES FOR CORNERS, INTERSECTIONS, ETC.DRAWINGS. PROVIDE ACCESSORIES FOR CORNERS, INTERSECTIONS, ETC.DRAWINGS. PROVIDE ACCESSORIES FOR CORNERS, INTERSECTIONS, ETC.

7.7.7.7. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM LAPREINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM LAPREINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM LAPREINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM LAP

LENGTH SHALL BE 50 BAR DIAMETERS UNLESS INDICATED OTHERWISE ON THE PLANS.LENGTH SHALL BE 50 BAR DIAMETERS UNLESS INDICATED OTHERWISE ON THE PLANS.LENGTH SHALL BE 50 BAR DIAMETERS UNLESS INDICATED OTHERWISE ON THE PLANS.LENGTH SHALL BE 50 BAR DIAMETERS UNLESS INDICATED OTHERWISE ON THE PLANS.

8.8.8.8. GROUT SOLID ALL CELLS CONTAINING REINFORCEMENT, BOLTS, ETC., AND ALL CELLSGROUT SOLID ALL CELLS CONTAINING REINFORCEMENT, BOLTS, ETC., AND ALL CELLSGROUT SOLID ALL CELLS CONTAINING REINFORCEMENT, BOLTS, ETC., AND ALL CELLSGROUT SOLID ALL CELLS CONTAINING REINFORCEMENT, BOLTS, ETC., AND ALL CELLS

BELOW GRADE.BELOW GRADE.BELOW GRADE.BELOW GRADE.

9.9.9.9. PROVIDE VERTICAL REINFORCEMENT BAR POSITIONERS TO KEEP REBAR CENTERED INPROVIDE VERTICAL REINFORCEMENT BAR POSITIONERS TO KEEP REBAR CENTERED INPROVIDE VERTICAL REINFORCEMENT BAR POSITIONERS TO KEEP REBAR CENTERED INPROVIDE VERTICAL REINFORCEMENT BAR POSITIONERS TO KEEP REBAR CENTERED IN

CMU BLOCK.CMU BLOCK.CMU BLOCK.CMU BLOCK.

CONCRETE MASONRY UNIT NOTES:CONCRETE MASONRY UNIT NOTES:CONCRETE MASONRY UNIT NOTES:CONCRETE MASONRY UNIT NOTES:

STRUCTURAL DRAWINGS:STRUCTURAL DRAWINGS:STRUCTURAL DRAWINGS:STRUCTURAL DRAWINGS:

S100S100S100S100 STRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTES

S101S101S101S101 SCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICES

S102S102S102S102 FOUNDATION DEMO AND OVEREXCAVATION PLANFOUNDATION DEMO AND OVEREXCAVATION PLANFOUNDATION DEMO AND OVEREXCAVATION PLANFOUNDATION DEMO AND OVEREXCAVATION PLAN

S103S103S103S103 FOUNDATION AND FLR FRAMING PLAN - ADDITIONFOUNDATION AND FLR FRAMING PLAN - ADDITIONFOUNDATION AND FLR FRAMING PLAN - ADDITIONFOUNDATION AND FLR FRAMING PLAN - ADDITION

S104S104S104S104 ROOF FRAMING PLAN - KITCHEN ADDITIONROOF FRAMING PLAN - KITCHEN ADDITIONROOF FRAMING PLAN - KITCHEN ADDITIONROOF FRAMING PLAN - KITCHEN ADDITION

S105 S105 S105 S105 ELEVATOR FRAMING PLANELEVATOR FRAMING PLANELEVATOR FRAMING PLANELEVATOR FRAMING PLAN

S106S106S106S106 CMU DETAILSCMU DETAILSCMU DETAILSCMU DETAILS

S201S201S201S201 FOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILS






S301S301S301S301 STEEL DETAILSSTEEL DETAILSSTEEL DETAILSSTEEL DETAILS




S401S401S401S401 COLUMN SCHEDULE AND DETAILSCOLUMN SCHEDULE AND DETAILSCOLUMN SCHEDULE AND DETAILSCOLUMN SCHEDULE AND DETAILS

S402S402S402S402 COLUMN DETAILSCOLUMN DETAILSCOLUMN DETAILSCOLUMN DETAILS

1.1.1.1. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c)CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c)CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c)CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c) AT AT AT AT 28 DAYS:28 DAYS:28 DAYS:28 DAYS:

DRILLED PIERS --------------------------------------DRILLED PIERS --------------------------------------DRILLED PIERS --------------------------------------DRILLED PIERS -------------------------------------- 3000 PSI3000 PSI3000 PSI3000 PSI

ALL OTHER CONCRETE -----------------------------ALL OTHER CONCRETE -----------------------------ALL OTHER CONCRETE -----------------------------ALL OTHER CONCRETE ----------------------------- 4000 PSI4000 PSI4000 PSI4000 PSI

2.2.2.2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, ACI 318, CRSI ANDALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, ACI 318, CRSI ANDALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, ACI 318, CRSI ANDALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, ACI 318, CRSI AND

THE BUILDING CODE, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.THE BUILDING CODE, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.THE BUILDING CODE, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.THE BUILDING CODE, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.

3.3.3.3. CONTRACTOR TO REFER TO ARCHITECTURAL, MECHANICAL, PIPING AND ELECTRICALCONTRACTOR TO REFER TO ARCHITECTURAL, MECHANICAL, PIPING AND ELECTRICALCONTRACTOR TO REFER TO ARCHITECTURAL, MECHANICAL, PIPING AND ELECTRICALCONTRACTOR TO REFER TO ARCHITECTURAL, MECHANICAL, PIPING AND ELECTRICAL

DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.

CONCRETE NOTES:CONCRETE NOTES:CONCRETE NOTES:CONCRETE NOTES:

1.1.1.1. STEEL SHAPES:STEEL SHAPES:STEEL SHAPES:STEEL SHAPES:A.A.A.A. W-SHAPE AND WT-SHAPE: ASTM A992(GRADE 50).W-SHAPE AND WT-SHAPE: ASTM A992(GRADE 50).W-SHAPE AND WT-SHAPE: ASTM A992(GRADE 50).W-SHAPE AND WT-SHAPE: ASTM A992(GRADE 50).

B.B.B.B. ANGLES, CHANNELS, PLATES, UNLESS NOTED OTHERWISE: ASTM A36.ANGLES, CHANNELS, PLATES, UNLESS NOTED OTHERWISE: ASTM A36.ANGLES, CHANNELS, PLATES, UNLESS NOTED OTHERWISE: ASTM A36.ANGLES, CHANNELS, PLATES, UNLESS NOTED OTHERWISE: ASTM A36.

C.C.C.C. SQUARE/RECT./ROUND HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GR B.SQUARE/RECT./ROUND HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GR B.SQUARE/RECT./ROUND HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GR B.SQUARE/RECT./ROUND HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GR B.

D.D.D.D. PIPE STRUCTURAL SECTIONS: ASTM A53, GRADE B.PIPE STRUCTURAL SECTIONS: ASTM A53, GRADE B.PIPE STRUCTURAL SECTIONS: ASTM A53, GRADE B.PIPE STRUCTURAL SECTIONS: ASTM A53, GRADE B.

2.2.2.2. BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATIONBOLTS FOR STEEL TO STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATIONBOLTS FOR STEEL TO STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATIONBOLTS FOR STEEL TO STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATION

A325 (UNLESS NOTED OTHERWISE) AND SHALL BE INSTALLED IN ACCORDANCE WITHA325 (UNLESS NOTED OTHERWISE) AND SHALL BE INSTALLED IN ACCORDANCE WITHA325 (UNLESS NOTED OTHERWISE) AND SHALL BE INSTALLED IN ACCORDANCE WITHA325 (UNLESS NOTED OTHERWISE) AND SHALL BE INSTALLED IN ACCORDANCE WITH

AISC PUBLICATION "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 ORAISC PUBLICATION "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 ORAISC PUBLICATION "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 ORAISC PUBLICATION "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR

A490 BOLTS".A490 BOLTS".A490 BOLTS".A490 BOLTS".

3.3.3.3. ANCHOR BOLTS SHALL BE HEADED AND CONFORM TO ASTM F1554, GRADE 36ANCHOR BOLTS SHALL BE HEADED AND CONFORM TO ASTM F1554, GRADE 36ANCHOR BOLTS SHALL BE HEADED AND CONFORM TO ASTM F1554, GRADE 36ANCHOR BOLTS SHALL BE HEADED AND CONFORM TO ASTM F1554, GRADE 36

UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE.

4.4.4.4. ALL CONNECTIONS FOR STRUCTURAL STEEL SHALL BE SUFFICIENT TO FULLY DEVELOPALL CONNECTIONS FOR STRUCTURAL STEEL SHALL BE SUFFICIENT TO FULLY DEVELOPALL CONNECTIONS FOR STRUCTURAL STEEL SHALL BE SUFFICIENT TO FULLY DEVELOPALL CONNECTIONS FOR STRUCTURAL STEEL SHALL BE SUFFICIENT TO FULLY DEVELOP

THE CONNECTED MEMBERS.THE CONNECTED MEMBERS.THE CONNECTED MEMBERS.THE CONNECTED MEMBERS.

5.5.5.5. SUBMIT COMPLETE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. DRAWINGS SHALLSUBMIT COMPLETE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. DRAWINGS SHALLSUBMIT COMPLETE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. DRAWINGS SHALLSUBMIT COMPLETE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. DRAWINGS SHALL

INDICATE THE PROFILES, SIZES, SPACING, CAMBER, ASTM GRADE, AND LOCATIONSINDICATE THE PROFILES, SIZES, SPACING, CAMBER, ASTM GRADE, AND LOCATIONSINDICATE THE PROFILES, SIZES, SPACING, CAMBER, ASTM GRADE, AND LOCATIONSINDICATE THE PROFILES, SIZES, SPACING, CAMBER, ASTM GRADE, AND LOCATIONS

FOR ALL STRUCTURAL MEMBERS, CONNECTIONS, ATTACHMENTS AND FASTENERS.FOR ALL STRUCTURAL MEMBERS, CONNECTIONS, ATTACHMENTS AND FASTENERS.FOR ALL STRUCTURAL MEMBERS, CONNECTIONS, ATTACHMENTS AND FASTENERS.FOR ALL STRUCTURAL MEMBERS, CONNECTIONS, ATTACHMENTS AND FASTENERS.

INCLUDE SUPPLEMENTARY MEMBERS AND PARTS TO COMPLETE STRUCTURAL STEELINCLUDE SUPPLEMENTARY MEMBERS AND PARTS TO COMPLETE STRUCTURAL STEELINCLUDE SUPPLEMENTARY MEMBERS AND PARTS TO COMPLETE STRUCTURAL STEELINCLUDE SUPPLEMENTARY MEMBERS AND PARTS TO COMPLETE STRUCTURAL STEEL

WORK, MISCELLANEOUS STEEL AND ANGLES FOR FRAMED OPENINGS AND HEADEDWORK, MISCELLANEOUS STEEL AND ANGLES FOR FRAMED OPENINGS AND HEADEDWORK, MISCELLANEOUS STEEL AND ANGLES FOR FRAMED OPENINGS AND HEADEDWORK, MISCELLANEOUS STEEL AND ANGLES FOR FRAMED OPENINGS AND HEADED

SHEAR CONNECTORS.SHEAR CONNECTORS.SHEAR CONNECTORS.SHEAR CONNECTORS.

6.6.6.6. SUBMIT WELDER'S QUALIFICATIONS WHICH INDICATE THAT THE WELDER HAS AWSSUBMIT WELDER'S QUALIFICATIONS WHICH INDICATE THAT THE WELDER HAS AWSSUBMIT WELDER'S QUALIFICATIONS WHICH INDICATE THAT THE WELDER HAS AWSSUBMIT WELDER'S QUALIFICATIONS WHICH INDICATE THAT THE WELDER HAS AWS

QUALIFICATIONS FOR THE INTENDED WORK WITHIN THE PREVIOUS 12 MONTHS.QUALIFICATIONS FOR THE INTENDED WORK WITHIN THE PREVIOUS 12 MONTHS.QUALIFICATIONS FOR THE INTENDED WORK WITHIN THE PREVIOUS 12 MONTHS.QUALIFICATIONS FOR THE INTENDED WORK WITHIN THE PREVIOUS 12 MONTHS.

7.7.7.7. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.

8.8.8.8. NO SPLICES IN STRUCTURAL STEEL SHALL BE ACCEPTED WITHOUT APPROVAL OF THENO SPLICES IN STRUCTURAL STEEL SHALL BE ACCEPTED WITHOUT APPROVAL OF THENO SPLICES IN STRUCTURAL STEEL SHALL BE ACCEPTED WITHOUT APPROVAL OF THENO SPLICES IN STRUCTURAL STEEL SHALL BE ACCEPTED WITHOUT APPROVAL OF THE

ENGINEER EXCEPT WHERE INDICATED ON THE DRAWINGS.ENGINEER EXCEPT WHERE INDICATED ON THE DRAWINGS.ENGINEER EXCEPT WHERE INDICATED ON THE DRAWINGS.ENGINEER EXCEPT WHERE INDICATED ON THE DRAWINGS.

9.9.9.9. ALL BOLT HOLES SHALL BE SHOP DRILLED WHERE POSSIBLE. HOLES MADE IN THEALL BOLT HOLES SHALL BE SHOP DRILLED WHERE POSSIBLE. HOLES MADE IN THEALL BOLT HOLES SHALL BE SHOP DRILLED WHERE POSSIBLE. HOLES MADE IN THEALL BOLT HOLES SHALL BE SHOP DRILLED WHERE POSSIBLE. HOLES MADE IN THEFIELD SHALL BE MECHANICALLY DRILLED. NO BURNING OF HOLES WILL BE PERMITTED.FIELD SHALL BE MECHANICALLY DRILLED. NO BURNING OF HOLES WILL BE PERMITTED.FIELD SHALL BE MECHANICALLY DRILLED. NO BURNING OF HOLES WILL BE PERMITTED.FIELD SHALL BE MECHANICALLY DRILLED. NO BURNING OF HOLES WILL BE PERMITTED.

10.STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO AISC 360 -10.STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO AISC 360 -10.STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO AISC 360 -10.STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO AISC 360 -

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 - CODE OFSPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 - CODE OFSPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 - CODE OFSPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 - CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

STRUCTURAL STEEL:STRUCTURAL STEEL:STRUCTURAL STEEL:STRUCTURAL STEEL:

1.1.1.1. ALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF THE STEEL JOISTALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF THE STEEL JOISTALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF THE STEEL JOISTALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF THE STEEL JOISTINSTITUTE.INSTITUTE.INSTITUTE.INSTITUTE.

2.2.2.2. BRIDGING FOR STEEL JOISTS SHALL BE AS SHOWN ON THE DRAWINGS, BUT IN NOBRIDGING FOR STEEL JOISTS SHALL BE AS SHOWN ON THE DRAWINGS, BUT IN NOBRIDGING FOR STEEL JOISTS SHALL BE AS SHOWN ON THE DRAWINGS, BUT IN NOBRIDGING FOR STEEL JOISTS SHALL BE AS SHOWN ON THE DRAWINGS, BUT IN NO

CASE SHALL IT BE LESS THAN THAT SPECIFIED BY THE STEEL JOIST INSTITUTE.CASE SHALL IT BE LESS THAN THAT SPECIFIED BY THE STEEL JOIST INSTITUTE.CASE SHALL IT BE LESS THAN THAT SPECIFIED BY THE STEEL JOIST INSTITUTE.CASE SHALL IT BE LESS THAN THAT SPECIFIED BY THE STEEL JOIST INSTITUTE.

3.3.3.3. IN ADDITION TO BRIDGING SHOWN ON THE DRAWINGS, PROVIDE ONE ROW OFIN ADDITION TO BRIDGING SHOWN ON THE DRAWINGS, PROVIDE ONE ROW OFIN ADDITION TO BRIDGING SHOWN ON THE DRAWINGS, PROVIDE ONE ROW OFIN ADDITION TO BRIDGING SHOWN ON THE DRAWINGS, PROVIDE ONE ROW OF

HORIZONTAL BOTTOM CHORD BRIDGING AT THE FIRST PANEL POINT AT EACH END OFHORIZONTAL BOTTOM CHORD BRIDGING AT THE FIRST PANEL POINT AT EACH END OFHORIZONTAL BOTTOM CHORD BRIDGING AT THE FIRST PANEL POINT AT EACH END OFHORIZONTAL BOTTOM CHORD BRIDGING AT THE FIRST PANEL POINT AT EACH END OF

ALL ROOF JOISTS.ALL ROOF JOISTS.ALL ROOF JOISTS.ALL ROOF JOISTS.

4.4.4.4. WHERE INDICATED ON THE DRAWINGS, CONNECT BOTTOM CHORD TO SUPPORTINGWHERE INDICATED ON THE DRAWINGS, CONNECT BOTTOM CHORD TO SUPPORTINGWHERE INDICATED ON THE DRAWINGS, CONNECT BOTTOM CHORD TO SUPPORTINGWHERE INDICATED ON THE DRAWINGS, CONNECT BOTTOM CHORD TO SUPPORTING

MEMBER AFTER DEAD LOAD HAS BEEN APPLIED.MEMBER AFTER DEAD LOAD HAS BEEN APPLIED.MEMBER AFTER DEAD LOAD HAS BEEN APPLIED.MEMBER AFTER DEAD LOAD HAS BEEN APPLIED.

5.5.5.5. DESIGN ROOF JOIST UPLIFT PER THE COMPONENT AND CLADDING PRESSURES TABLE.DESIGN ROOF JOIST UPLIFT PER THE COMPONENT AND CLADDING PRESSURES TABLE.DESIGN ROOF JOIST UPLIFT PER THE COMPONENT AND CLADDING PRESSURES TABLE.DESIGN ROOF JOIST UPLIFT PER THE COMPONENT AND CLADDING PRESSURES TABLE.

TO CALCULATE THE MAXIMUM NET ROOF UPLIFT, USE A DEAD LOAD OF 5 PSF.TO CALCULATE THE MAXIMUM NET ROOF UPLIFT, USE A DEAD LOAD OF 5 PSF.TO CALCULATE THE MAXIMUM NET ROOF UPLIFT, USE A DEAD LOAD OF 5 PSF.TO CALCULATE THE MAXIMUM NET ROOF UPLIFT, USE A DEAD LOAD OF 5 PSF.

STEEL JOISTS:STEEL JOISTS:STEEL JOISTS:STEEL JOISTS:

1.1.1.1. BUILDING CODE AND DESIGN STANDARDSBUILDING CODE AND DESIGN STANDARDSBUILDING CODE AND DESIGN STANDARDSBUILDING CODE AND DESIGN STANDARDSA.A.A.A. 2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL BUILDING CODE

B.B.B.B. AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITIONAISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITIONAISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITIONAISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION

C.C.C.C. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D.D.D.D. ACI 530-11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESACI 530-11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESACI 530-11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESACI 530-11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

E.E.E.E. ACI 530.1-11 SPECIFICATIONS FOR MASONRY STRUCTURESACI 530.1-11 SPECIFICATIONS FOR MASONRY STRUCTURESACI 530.1-11 SPECIFICATIONS FOR MASONRY STRUCTURESACI 530.1-11 SPECIFICATIONS FOR MASONRY STRUCTURES

F.F.F.F. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

G.G.G.G. AWS, LATEST EDITIONAWS, LATEST EDITIONAWS, LATEST EDITIONAWS, LATEST EDITION

H.H.H.H. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2010 EDITIONNATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2010 EDITIONNATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2010 EDITIONNATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2010 EDITION

I.I.I.I. NORTH AMERICAN SPEC. FOR THE DESIGN OF C.F.S. STRUCTURAL MEMBERSNORTH AMERICAN SPEC. FOR THE DESIGN OF C.F.S. STRUCTURAL MEMBERSNORTH AMERICAN SPEC. FOR THE DESIGN OF C.F.S. STRUCTURAL MEMBERSNORTH AMERICAN SPEC. FOR THE DESIGN OF C.F.S. STRUCTURAL MEMBERS

J.J.J.J. TRUSS PLATE INSTITUTETRUSS PLATE INSTITUTETRUSS PLATE INSTITUTETRUSS PLATE INSTITUTE

2.2.2.2. BUILDING OCCUPANCY CATEGORY -----------------------BUILDING OCCUPANCY CATEGORY -----------------------BUILDING OCCUPANCY CATEGORY -----------------------BUILDING OCCUPANCY CATEGORY ----------------------- IIIIIIII

3.3.3.3. KITCHEN/DINING ADDITION - DESIGN LOADSKITCHEN/DINING ADDITION - DESIGN LOADSKITCHEN/DINING ADDITION - DESIGN LOADSKITCHEN/DINING ADDITION - DESIGN LOADSA.A.A.A. GRAVITY LOADSGRAVITY LOADSGRAVITY LOADSGRAVITY LOADS

1. UNIFORM LIVE LOADS1. UNIFORM LIVE LOADS1. UNIFORM LIVE LOADS1. UNIFORM LIVE LOADS

A.A.A.A. FIRST FLOOR SLAB ON GRADE --------------FIRST FLOOR SLAB ON GRADE --------------FIRST FLOOR SLAB ON GRADE --------------FIRST FLOOR SLAB ON GRADE -------------- 125 PSF125 PSF125 PSF125 PSF

B.B.B.B. ROOF ------------------------------------------- ROOF ------------------------------------------- ROOF ------------------------------------------- ROOF ------------------------------------------- 20 PSF20 PSF20 PSF20 PSF

B.B.B.B. LATERAL LOADSLATERAL LOADSLATERAL LOADSLATERAL LOADS1. WIND LOADS1. WIND LOADS1. WIND LOADS1. WIND LOADS

A.A.A.A. ULTIMATE DESIGN WIND SPEED --------------ULTIMATE DESIGN WIND SPEED --------------ULTIMATE DESIGN WIND SPEED --------------ULTIMATE DESIGN WIND SPEED -------------- 135 MPH (Vult)135 MPH (Vult)135 MPH (Vult)135 MPH (Vult)

B.B.B.B. NOMINAL DESIGN WIND SPEED ---------------NOMINAL DESIGN WIND SPEED ---------------NOMINAL DESIGN WIND SPEED ---------------NOMINAL DESIGN WIND SPEED --------------- 105 MPH (Vasd)105 MPH (Vasd)105 MPH (Vasd)105 MPH (Vasd)

C.C.C.C. RISK CATEGORY ---------------------------------RISK CATEGORY ---------------------------------RISK CATEGORY ---------------------------------RISK CATEGORY --------------------------------- IIIIIIII

D.D.D.D. EXPOSURE ----------------------------------------EXPOSURE ----------------------------------------EXPOSURE ----------------------------------------EXPOSURE ---------------------------------------- BBBB

E.E.E.E. INTERNAL PRESSURE COEFFICIENT -----------INTERNAL PRESSURE COEFFICIENT -----------INTERNAL PRESSURE COEFFICIENT -----------INTERNAL PRESSURE COEFFICIENT ----------- +/- 0.18+/- 0.18+/- 0.18+/- 0.18

F. COMPONENTS & CLADDING -------------------F. COMPONENTS & CLADDING -------------------F. COMPONENTS & CLADDING -------------------F. COMPONENTS & CLADDING ------------------- SEE TABLESEE TABLESEE TABLESEE TABLE

2. SEISMIC LOADS2. SEISMIC LOADS2. SEISMIC LOADS2. SEISMIC LOADSA. OCCUPANCY CATEGORY ----------------------A. OCCUPANCY CATEGORY ----------------------A. OCCUPANCY CATEGORY ----------------------A. OCCUPANCY CATEGORY ---------------------- IIIIIIII

B.B.B.B. SEISMIC IMPORTANCE FACTOR --------------SEISMIC IMPORTANCE FACTOR --------------SEISMIC IMPORTANCE FACTOR --------------SEISMIC IMPORTANCE FACTOR -------------- 1.00 (Ie)1.00 (Ie)1.00 (Ie)1.00 (Ie)

C.C.C.C. Ss ------------------------------------------------Ss ------------------------------------------------Ss ------------------------------------------------Ss ------------------------------------------------ 0.1190.1190.1190.119

D. S1------------------------------------------------D. S1------------------------------------------------D. S1------------------------------------------------D. S1------------------------------------------------ 0.0680.0680.0680.068

E.E.E.E. SITE CLASS --------------------------------------SITE CLASS --------------------------------------SITE CLASS --------------------------------------SITE CLASS -------------------------------------- DDDD

F.F.F.F. Sds -----------------------------------------------Sds -----------------------------------------------Sds -----------------------------------------------Sds ----------------------------------------------- 0.1270.1270.1270.127

G.G.G.G. Sd1 -----------------------------------------------Sd1 -----------------------------------------------Sd1 -----------------------------------------------Sd1 ----------------------------------------------- 0.1090.1090.1090.109

H.H.H.H. SEISMIC DESIGN CATEGORY ------------------SEISMIC DESIGN CATEGORY ------------------SEISMIC DESIGN CATEGORY ------------------SEISMIC DESIGN CATEGORY ------------------ BBBB

I.I.I.I. BASIC SEISMIC FORCE RESISTING SYSTEM--BASIC SEISMIC FORCE RESISTING SYSTEM--BASIC SEISMIC FORCE RESISTING SYSTEM--BASIC SEISMIC FORCE RESISTING SYSTEM-- ORDINARY REINFORCEDORDINARY REINFORCEDORDINARY REINFORCEDORDINARY REINFORCED

MASONRY SHEAR WALLSMASONRY SHEAR WALLSMASONRY SHEAR WALLSMASONRY SHEAR WALLS

J.J.J.J. RESPONSE MODIFICATION COEFF, R --------RESPONSE MODIFICATION COEFF, R --------RESPONSE MODIFICATION COEFF, R --------RESPONSE MODIFICATION COEFF, R -------- 2222

K.K.K.K. ANALYSIS PROCEDURE USED -----------------ANALYSIS PROCEDURE USED -----------------ANALYSIS PROCEDURE USED -----------------ANALYSIS PROCEDURE USED ----------------- E.L.F.E.L.F.E.L.F.E.L.F.

DESIGN CRITERIA:DESIGN CRITERIA:DESIGN CRITERIA:DESIGN CRITERIA:

COMPONENTS AND CLADDING PRESSURESCOMPONENTS AND CLADDING PRESSURESCOMPONENTS AND CLADDING PRESSURESCOMPONENTS AND CLADDING PRESSURES

ZONEZONEZONEZONEEFFECTIVE WINDEFFECTIVE WINDEFFECTIVE WINDEFFECTIVE WIND

AREA (SQ. FT.)AREA (SQ. FT.)AREA (SQ. FT.)AREA (SQ. FT.)

PRESSURE (PSF)PRESSURE (PSF)PRESSURE (PSF)PRESSURE (PSF)(POSITIVE)(POSITIVE)(POSITIVE)(POSITIVE)

PRESSURE (PSF)PRESSURE (PSF)PRESSURE (PSF)PRESSURE (PSF)(NEGATIVE)(NEGATIVE)(NEGATIVE)(NEGATIVE)

WALL

WALL

WALL

WALL

1

2

3

4

5

10

20

50

100

10

20

50

100

10

20

50

100

10

20

50

100

500

10

20

50

100

500

16.0

ZONE PRESSURESZONE PRESSURESZONE PRESSURESZONE PRESSURESa = 5.0 FT.

ROOF

ROOF

ROOF

ROOF

5

5 5

5

44

a

a

WALL DIAGRAM

-32.8

-32.0

-30.8

-30.0

-55.0

-49.2

-41.4

-35.6

-82.8

-68.6

-49.8

-35.6

-32.5

-31.2

-29.4

-28.1

-25.0

-40.0

-37.4

-33.8

-31.2

-25.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

16.0

30.0

28.7

26.9

25.6

22.5

30.0

28.7

26.9

25.6

22.5

3

3 3

33

3

22

22

2

2

22

2

1

1

ROOF DIAGRAM - KITCHEN ADDITION a typ.

1.1.1.1. ROOF DECK SHALL BE 1 1/2 INCH DEPTH, 20 GAGE WIDE RIB TYPE B GALVANIZED, 3ROOF DECK SHALL BE 1 1/2 INCH DEPTH, 20 GAGE WIDE RIB TYPE B GALVANIZED, 3ROOF DECK SHALL BE 1 1/2 INCH DEPTH, 20 GAGE WIDE RIB TYPE B GALVANIZED, 3ROOF DECK SHALL BE 1 1/2 INCH DEPTH, 20 GAGE WIDE RIB TYPE B GALVANIZED, 3SPAN MINIMUM. THE ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:SPAN MINIMUM. THE ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:SPAN MINIMUM. THE ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:SPAN MINIMUM. THE ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

A.A.A.A. Ip = 0.201 IN4/FTIp = 0.201 IN4/FTIp = 0.201 IN4/FTIp = 0.201 IN4/FT Sp = 0.234 IN3/FTSp = 0.234 IN3/FTSp = 0.234 IN3/FTSp = 0.234 IN3/FT

B.B.B.B. In = 0.222 IN4/FTIn = 0.222 IN4/FTIn = 0.222 IN4/FTIn = 0.222 IN4/FT Sn = 0.247 IN3/FTSn = 0.247 IN3/FTSn = 0.247 IN3/FTSn = 0.247 IN3/FT

C.C.C.C. Fy = 33 KSIFy = 33 KSIFy = 33 KSIFy = 33 KSI GALVANIZING = G90GALVANIZING = G90GALVANIZING = G90GALVANIZING = G90

2.2.2.2. FOR ROOF DECK ATTACHMENT, SEE ROOF DECK ATTACHMENT SCHEDULE.FOR ROOF DECK ATTACHMENT, SEE ROOF DECK ATTACHMENT SCHEDULE.FOR ROOF DECK ATTACHMENT, SEE ROOF DECK ATTACHMENT SCHEDULE.FOR ROOF DECK ATTACHMENT, SEE ROOF DECK ATTACHMENT SCHEDULE.

3.3.3.3. THE EDGE OF DECK SHALL BE 1/2" FROM THE VERTICAL LEG OF THE EDGE ANGLE,THE EDGE OF DECK SHALL BE 1/2" FROM THE VERTICAL LEG OF THE EDGE ANGLE,THE EDGE OF DECK SHALL BE 1/2" FROM THE VERTICAL LEG OF THE EDGE ANGLE,THE EDGE OF DECK SHALL BE 1/2" FROM THE VERTICAL LEG OF THE EDGE ANGLE,

UNLESS DETAILED OTHERWISE.UNLESS DETAILED OTHERWISE.UNLESS DETAILED OTHERWISE.UNLESS DETAILED OTHERWISE.

4.4.4.4. UNLESS SHOWN OTHERWISE, PROVIDE L4x4x1/4 AROUND ALL OPENINGS THROUGHUNLESS SHOWN OTHERWISE, PROVIDE L4x4x1/4 AROUND ALL OPENINGS THROUGHUNLESS SHOWN OTHERWISE, PROVIDE L4x4x1/4 AROUND ALL OPENINGS THROUGHUNLESS SHOWN OTHERWISE, PROVIDE L4x4x1/4 AROUND ALL OPENINGS THROUGH

METAL DECK. WELD ANGLES TO SUPPORT MEMBERS.METAL DECK. WELD ANGLES TO SUPPORT MEMBERS.METAL DECK. WELD ANGLES TO SUPPORT MEMBERS.METAL DECK. WELD ANGLES TO SUPPORT MEMBERS.

STEEL ROOF DECK:STEEL ROOF DECK:STEEL ROOF DECK:STEEL ROOF DECK:

GEOTECHNICAL INVESTIGATIONGEOTECHNICAL INVESTIGATIONGEOTECHNICAL INVESTIGATIONGEOTECHNICAL INVESTIGATIONGREEN HALL ADDITIONGREEN HALL ADDITIONGREEN HALL ADDITIONGREEN HALL ADDITION

UNIVERSITY OF SOUTHERN MISSISSIPPIUNIVERSITY OF SOUTHERN MISSISSIPPIUNIVERSITY OF SOUTHERN MISSISSIPPIUNIVERSITY OF SOUTHERN MISSISSIPPI

HATTIESBURG, MISSISSIPPIHATTIESBURG, MISSISSIPPIHATTIESBURG, MISSISSIPPIHATTIESBURG, MISSISSIPPI

GS#108-281GS#108-281GS#108-281GS#108-281

typ.

a

a

POSITIVE AND NEGATIVE PRESSURES SIGNIFY PRESSURES ACTINGPOSITIVE AND NEGATIVE PRESSURES SIGNIFY PRESSURES ACTINGPOSITIVE AND NEGATIVE PRESSURES SIGNIFY PRESSURES ACTINGPOSITIVE AND NEGATIVE PRESSURES SIGNIFY PRESSURES ACTINGTOWARD AND AWAY FROM SURFACES RESPECTIVELYTOWARD AND AWAY FROM SURFACES RESPECTIVELYTOWARD AND AWAY FROM SURFACES RESPECTIVELYTOWARD AND AWAY FROM SURFACES RESPECTIVELY

2

5/19/17

Jackson Metro - 134 Fairmont St, Suite E Clinton, MS 39056 MS Gulf Coast - 1636 Popps Ferry Rd, # 214 Biloxi, MS 39532

Harlan G. Dean, III, P.E., S.E.Mississippi License #16553

www.deaneng.comdse project no. 16003

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ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@

ALLREDARCHITECTURALGROUP.COM

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1.1.1.1. SUBMIT THE FABRICATOR'S CERTIFICATION THAT THEY ARE CERTIFIED BY THESUBMIT THE FABRICATOR'S CERTIFICATION THAT THEY ARE CERTIFIED BY THESUBMIT THE FABRICATOR'S CERTIFICATION THAT THEY ARE CERTIFIED BY THESUBMIT THE FABRICATOR'S CERTIFICATION THAT THEY ARE CERTIFIED BY THEAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) QUALITY CERTIFICATIONAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) QUALITY CERTIFICATIONAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) QUALITY CERTIFICATIONAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) QUALITY CERTIFICATIONPROGRAM FOR STRUCTURAL STEEL BUILDINGS.PROGRAM FOR STRUCTURAL STEEL BUILDINGS.PROGRAM FOR STRUCTURAL STEEL BUILDINGS.PROGRAM FOR STRUCTURAL STEEL BUILDINGS.

SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:

1.1.1.1. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUTPRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUTPRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUTPRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUTMATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.

2.2.2.2. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS.COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS.COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS.COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS.

3.3.3.3. MULTIPASS FILLET WELDS; SINGLE-PASS FILLET WELDS GREATER THAN 5/16" ANDMULTIPASS FILLET WELDS; SINGLE-PASS FILLET WELDS GREATER THAN 5/16" ANDMULTIPASS FILLET WELDS; SINGLE-PASS FILLET WELDS GREATER THAN 5/16" ANDMULTIPASS FILLET WELDS; SINGLE-PASS FILLET WELDS GREATER THAN 5/16" ANDPLUG & SLOT WELDS.PLUG & SLOT WELDS.PLUG & SLOT WELDS.PLUG & SLOT WELDS.

SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING PERIODIC INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING PERIODIC INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING PERIODIC INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING PERIODIC INSPECTION:

1.1.1.1. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS.MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS.MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS.MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS.

2.2.2.2. MATERIAL VERIFICATION OF STRUCTURAL STEEL.MATERIAL VERIFICATION OF STRUCTURAL STEEL.MATERIAL VERIFICATION OF STRUCTURAL STEEL.MATERIAL VERIFICATION OF STRUCTURAL STEEL.

3.3.3.3. MATERIAL VERIFICATION OF WELD FILLER MATERIALS.MATERIAL VERIFICATION OF WELD FILLER MATERIALS.MATERIAL VERIFICATION OF WELD FILLER MATERIALS.MATERIAL VERIFICATION OF WELD FILLER MATERIALS.

4.4.4.4. VISUALLY INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH AISC'SVISUALLY INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH AISC'SVISUALLY INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH AISC'SVISUALLY INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH AISC'SSPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.TEST A MINIMUM OF 10% OF BOLTED CONNECTIONS.TEST A MINIMUM OF 10% OF BOLTED CONNECTIONS.TEST A MINIMUM OF 10% OF BOLTED CONNECTIONS.TEST A MINIMUM OF 10% OF BOLTED CONNECTIONS.

5.5.5.5. VERIFY ANCHOR BOLT SIZE, CONFIGURATION AND EMBEDMENT DEPTH PRIOR TOVERIFY ANCHOR BOLT SIZE, CONFIGURATION AND EMBEDMENT DEPTH PRIOR TOVERIFY ANCHOR BOLT SIZE, CONFIGURATION AND EMBEDMENT DEPTH PRIOR TOVERIFY ANCHOR BOLT SIZE, CONFIGURATION AND EMBEDMENT DEPTH PRIOR TOPLACEMENT OF CONCRETE.PLACEMENT OF CONCRETE.PLACEMENT OF CONCRETE.PLACEMENT OF CONCRETE.

6.6.6.6. VISUALLY INSPECT ALL FIELD WELDED CONNECTIONS INCLUDING PERIORDICVISUALLY INSPECT ALL FIELD WELDED CONNECTIONS INCLUDING PERIORDICVISUALLY INSPECT ALL FIELD WELDED CONNECTIONS INCLUDING PERIORDICVISUALLY INSPECT ALL FIELD WELDED CONNECTIONS INCLUDING PERIORDICEXAMINATION OF FIT-UP.EXAMINATION OF FIT-UP.EXAMINATION OF FIT-UP.EXAMINATION OF FIT-UP.

7.7.7.7. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH THEINSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH THEINSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH THEINSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH THECONSTRUCTION DOCUMENTS FOR:CONSTRUCTION DOCUMENTS FOR:CONSTRUCTION DOCUMENTS FOR:CONSTRUCTION DOCUMENTS FOR:

A.A.A.A. DETAILS SUCH AS BRACING AND STIFFENERSDETAILS SUCH AS BRACING AND STIFFENERSDETAILS SUCH AS BRACING AND STIFFENERSDETAILS SUCH AS BRACING AND STIFFENERS

B.B.B.B. MEMBER LOCATIONS.MEMBER LOCATIONS.MEMBER LOCATIONS.MEMBER LOCATIONS.

C.C.C.C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

WELD INSPECTIONS TO INCLUDE THE FOLLOWING:WELD INSPECTIONS TO INCLUDE THE FOLLOWING:WELD INSPECTIONS TO INCLUDE THE FOLLOWING:WELD INSPECTIONS TO INCLUDE THE FOLLOWING:

1.1.1.1. VERIFY WELDER'S CERTIFICATIONS.VERIFY WELDER'S CERTIFICATIONS.VERIFY WELDER'S CERTIFICATIONS.VERIFY WELDER'S CERTIFICATIONS.

2.2.2.2. INSPECTION OF WELDING SHALL BE IN COMPLIANCE WITH AWS WELDING CODE.INSPECTION OF WELDING SHALL BE IN COMPLIANCE WITH AWS WELDING CODE.INSPECTION OF WELDING SHALL BE IN COMPLIANCE WITH AWS WELDING CODE.INSPECTION OF WELDING SHALL BE IN COMPLIANCE WITH AWS WELDING CODE.

3.3.3.3. PROVIDE ULTRASONIC TESTING FOR ALL COMPLETE PENETRATION WELDS.PROVIDE ULTRASONIC TESTING FOR ALL COMPLETE PENETRATION WELDS.PROVIDE ULTRASONIC TESTING FOR ALL COMPLETE PENETRATION WELDS.PROVIDE ULTRASONIC TESTING FOR ALL COMPLETE PENETRATION WELDS.

4.4.4.4. VERIFY THAT WELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING.VERIFY THAT WELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING.VERIFY THAT WELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING.VERIFY THAT WELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING.

1.1.1.1. SPECIAL INSPECTION REFERS TO THE INSPECTION OF CONSTRUCTION REQUIRING THESPECIAL INSPECTION REFERS TO THE INSPECTION OF CONSTRUCTION REQUIRING THESPECIAL INSPECTION REFERS TO THE INSPECTION OF CONSTRUCTION REQUIRING THESPECIAL INSPECTION REFERS TO THE INSPECTION OF CONSTRUCTION REQUIRING THEEXPERTISE OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCEEXPERTISE OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCEEXPERTISE OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCEEXPERTISE OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCEWITH THE BUILDING CODE AND THE APPROVED CONSTRUCTION DOCUMENTS.WITH THE BUILDING CODE AND THE APPROVED CONSTRUCTION DOCUMENTS.WITH THE BUILDING CODE AND THE APPROVED CONSTRUCTION DOCUMENTS.WITH THE BUILDING CODE AND THE APPROVED CONSTRUCTION DOCUMENTS.

2.2.2.2. SEE THE PROJECT MANUAL SECTION 01 40 15 - SPECIAL INSPECTIONS AND TESTINGSEE THE PROJECT MANUAL SECTION 01 40 15 - SPECIAL INSPECTIONS AND TESTINGSEE THE PROJECT MANUAL SECTION 01 40 15 - SPECIAL INSPECTIONS AND TESTINGSEE THE PROJECT MANUAL SECTION 01 40 15 - SPECIAL INSPECTIONS AND TESTINGFOR ALL REQUIREMENTS PERTAINING TO THE SPECIAL INSPECTIONS FOR THISFOR ALL REQUIREMENTS PERTAINING TO THE SPECIAL INSPECTIONS FOR THISFOR ALL REQUIREMENTS PERTAINING TO THE SPECIAL INSPECTIONS FOR THISFOR ALL REQUIREMENTS PERTAINING TO THE SPECIAL INSPECTIONS FOR THISPROJECT.PROJECT.PROJECT.PROJECT.

3.3.3.3. CONTINUOUS INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIALCONTINUOUS INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIALCONTINUOUS INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIALCONTINUOUS INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIALINSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEINGINSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEINGINSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEINGINSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEINGPERFORMED.PERFORMED.PERFORMED.PERFORMED.

PERIODIC INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIAL INSPECTORPERIODIC INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIAL INSPECTORPERIODIC INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIAL INSPECTORPERIODIC INSPECTION - REFERS TO SPECIAL INSPECTION BY THE SPECIAL INSPECTORWHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN ORWHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN ORWHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN ORWHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN ORIS IS IS IS BEING PERFORMED.BEING PERFORMED.BEING PERFORMED.BEING PERFORMED.

SPECIAL INSPECTION PER 2012 IBC:SPECIAL INSPECTION PER 2012 IBC:SPECIAL INSPECTION PER 2012 IBC:SPECIAL INSPECTION PER 2012 IBC: STRUCTURAL STEEL:STRUCTURAL STEEL:STRUCTURAL STEEL:STRUCTURAL STEEL:


1.1.1.1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGNVERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGNVERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGNVERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGNBEARING CAPACITY. FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADEBEARING CAPACITY. FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADEBEARING CAPACITY. FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADEBEARING CAPACITY. FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADEAFTER EXCAVATIONS FOR FOOTINGS ARE COMPLETE.AFTER EXCAVATIONS FOR FOOTINGS ARE COMPLETE.AFTER EXCAVATIONS FOR FOOTINGS ARE COMPLETE.AFTER EXCAVATIONS FOR FOOTINGS ARE COMPLETE.

2.2.2.2. VERIFY STRUCTURAL FILL COMPLIES WITH REQUIREMENTS OF THE PROJECT MANUALVERIFY STRUCTURAL FILL COMPLIES WITH REQUIREMENTS OF THE PROJECT MANUALVERIFY STRUCTURAL FILL COMPLIES WITH REQUIREMENTS OF THE PROJECT MANUALVERIFY STRUCTURAL FILL COMPLIES WITH REQUIREMENTS OF THE PROJECT MANUALAND THE PROJECT PLANS. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPERAND THE PROJECT PLANS. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPERAND THE PROJECT PLANS. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPERAND THE PROJECT PLANS. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPERDEPTH AND HAVE REACHED PROPER MATERIALS.DEPTH AND HAVE REACHED PROPER MATERIALS.DEPTH AND HAVE REACHED PROPER MATERIALS.DEPTH AND HAVE REACHED PROPER MATERIALS.

3.3.3.3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

4.4.4.4. PRIOR TO PLACEMENT OF STRUCTURAL FILL, OBSERVE SUBGRADE AND VERIFY THATPRIOR TO PLACEMENT OF STRUCTURAL FILL, OBSERVE SUBGRADE AND VERIFY THATPRIOR TO PLACEMENT OF STRUCTURAL FILL, OBSERVE SUBGRADE AND VERIFY THATPRIOR TO PLACEMENT OF STRUCTURAL FILL, OBSERVE SUBGRADE AND VERIFY THATSITE HAS BEEN PREPARED PROPERLY (e.g. OBSERVE PROOF ROLLING, ETC.).SITE HAS BEEN PREPARED PROPERLY (e.g. OBSERVE PROOF ROLLING, ETC.).SITE HAS BEEN PREPARED PROPERLY (e.g. OBSERVE PROOF ROLLING, ETC.).SITE HAS BEEN PREPARED PROPERLY (e.g. OBSERVE PROOF ROLLING, ETC.).

SOILS:SOILS:SOILS:SOILS:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING CONTINUOUS INSPECTION:

1.1.1.1. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURINGVERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURINGVERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURINGVERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURINGPLACEMENT AND COMPACTION OF COMPACTED FILL. FOR EACH SOIL TYPE PLACEDPLACEMENT AND COMPACTION OF COMPACTED FILL. FOR EACH SOIL TYPE PLACEDPLACEMENT AND COMPACTION OF COMPACTED FILL. FOR EACH SOIL TYPE PLACEDPLACEMENT AND COMPACTION OF COMPACTED FILL. FOR EACH SOIL TYPE PLACEDPERFORM LABORTORY TESTS DETERMINING AT A MINIMUM THE SOIL CLASSIFICATION,PERFORM LABORTORY TESTS DETERMINING AT A MINIMUM THE SOIL CLASSIFICATION,PERFORM LABORTORY TESTS DETERMINING AT A MINIMUM THE SOIL CLASSIFICATION,PERFORM LABORTORY TESTS DETERMINING AT A MINIMUM THE SOIL CLASSIFICATION,LIQUID LIMIT, PLASTIC LIMIT, PLASTICITY INDEX AND MAXIMUM DENSITY. SELECTLIQUID LIMIT, PLASTIC LIMIT, PLASTICITY INDEX AND MAXIMUM DENSITY. SELECTLIQUID LIMIT, PLASTIC LIMIT, PLASTICITY INDEX AND MAXIMUM DENSITY. SELECTLIQUID LIMIT, PLASTIC LIMIT, PLASTICITY INDEX AND MAXIMUM DENSITY. SELECTSTRUCTURAL FILL SHALL CONSIST OF A CL MATERIAL. SEE EARTHWORK NOTES ON THESTRUCTURAL FILL SHALL CONSIST OF A CL MATERIAL. SEE EARTHWORK NOTES ON THESTRUCTURAL FILL SHALL CONSIST OF A CL MATERIAL. SEE EARTHWORK NOTES ON THESTRUCTURAL FILL SHALL CONSIST OF A CL MATERIAL. SEE EARTHWORK NOTES ON THEOVEREXCAVATION PLAN FOR ADDITIONAL REQUIREMENTS.OVEREXCAVATION PLAN FOR ADDITIONAL REQUIREMENTS.OVEREXCAVATION PLAN FOR ADDITIONAL REQUIREMENTS.OVEREXCAVATION PLAN FOR ADDITIONAL REQUIREMENTS.

2. PERFORM A MINIMUM OF TWO DENSITY TESTS PER LIFT. SEE OVEREXCAVATION NOTES.2. PERFORM A MINIMUM OF TWO DENSITY TESTS PER LIFT. SEE OVEREXCAVATION NOTES.2. PERFORM A MINIMUM OF TWO DENSITY TESTS PER LIFT. SEE OVEREXCAVATION NOTES.2. PERFORM A MINIMUM OF TWO DENSITY TESTS PER LIFT. SEE OVEREXCAVATION NOTES.

CAST-IN-PLACE CONCRETE:CAST-IN-PLACE CONCRETE:CAST-IN-PLACE CONCRETE:CAST-IN-PLACE CONCRETE:


1.1.1.1. INSPECT ANCHORS (ANCHOR RODS) TO BE INSTALLED PRIOR TO CONCRETEINSPECT ANCHORS (ANCHOR RODS) TO BE INSTALLED PRIOR TO CONCRETEINSPECT ANCHORS (ANCHOR RODS) TO BE INSTALLED PRIOR TO CONCRETEINSPECT ANCHORS (ANCHOR RODS) TO BE INSTALLED PRIOR TO CONCRETEPLACEMENT. VERIFY ANCHOR SIZE, NUMBER, EMBEDMENT AND PLACEMENT.PLACEMENT. VERIFY ANCHOR SIZE, NUMBER, EMBEDMENT AND PLACEMENT.PLACEMENT. VERIFY ANCHOR SIZE, NUMBER, EMBEDMENT AND PLACEMENT.PLACEMENT. VERIFY ANCHOR SIZE, NUMBER, EMBEDMENT AND PLACEMENT.

2.2.2.2. VERIFY THAT CORRECT CONCRETE MIX DESIGN IS BEING USED AND THAT THEVERIFY THAT CORRECT CONCRETE MIX DESIGN IS BEING USED AND THAT THEVERIFY THAT CORRECT CONCRETE MIX DESIGN IS BEING USED AND THAT THEVERIFY THAT CORRECT CONCRETE MIX DESIGN IS BEING USED AND THAT THECONCRETE APPEARS TO BE PROPERLY MIXED IN THE TRUCK.CONCRETE APPEARS TO BE PROPERLY MIXED IN THE TRUCK.CONCRETE APPEARS TO BE PROPERLY MIXED IN THE TRUCK.CONCRETE APPEARS TO BE PROPERLY MIXED IN THE TRUCK.

3.3.3.3. PERFORM A SLUMP TEST FOR EACH LOAD OF CONCRETE AND RECORD THE USE OFPERFORM A SLUMP TEST FOR EACH LOAD OF CONCRETE AND RECORD THE USE OFPERFORM A SLUMP TEST FOR EACH LOAD OF CONCRETE AND RECORD THE USE OFPERFORM A SLUMP TEST FOR EACH LOAD OF CONCRETE AND RECORD THE USE OFWATER AND ADMIXTURES. PERFORM ADDITIONAL SLUMP TESTS AFTER ANYWATER AND ADMIXTURES. PERFORM ADDITIONAL SLUMP TESTS AFTER ANYWATER AND ADMIXTURES. PERFORM ADDITIONAL SLUMP TESTS AFTER ANYWATER AND ADMIXTURES. PERFORM ADDITIONAL SLUMP TESTS AFTER ANYADJUSTMENTS TO THE CONCRETE.ADJUSTMENTS TO THE CONCRETE.ADJUSTMENTS TO THE CONCRETE.ADJUSTMENTS TO THE CONCRETE.

4.4.4.4. CAST, CURE AND TEST CYLINDERS OF THE CONCRETE PLACED ON THE PROJECT ASCAST, CURE AND TEST CYLINDERS OF THE CONCRETE PLACED ON THE PROJECT ASCAST, CURE AND TEST CYLINDERS OF THE CONCRETE PLACED ON THE PROJECT ASCAST, CURE AND TEST CYLINDERS OF THE CONCRETE PLACED ON THE PROJECT ASINDICATED IN THE PROJECT MANUAL. MOLD FOUR SPECIMENS PER SET FORINDICATED IN THE PROJECT MANUAL. MOLD FOUR SPECIMENS PER SET FORINDICATED IN THE PROJECT MANUAL. MOLD FOUR SPECIMENS PER SET FORINDICATED IN THE PROJECT MANUAL. MOLD FOUR SPECIMENS PER SET FORCOMPRESSIVE STRENGTH TESTING; ONE SET FOR EACH 100 OR LESS CUBIC YARDSCOMPRESSIVE STRENGTH TESTING; ONE SET FOR EACH 100 OR LESS CUBIC YARDSCOMPRESSIVE STRENGTH TESTING; ONE SET FOR EACH 100 OR LESS CUBIC YARDSCOMPRESSIVE STRENGTH TESTING; ONE SET FOR EACH 100 OR LESS CUBIC YARDSOF EACH MIX DESIGN PLACED IN ANY ONE DAY. PERFORM ONE COMPRESSIVE BREAKOF EACH MIX DESIGN PLACED IN ANY ONE DAY. PERFORM ONE COMPRESSIVE BREAKOF EACH MIX DESIGN PLACED IN ANY ONE DAY. PERFORM ONE COMPRESSIVE BREAKOF EACH MIX DESIGN PLACED IN ANY ONE DAY. PERFORM ONE COMPRESSIVE BREAKAT 7 DAYS AND TWO AT 28 DAYS. HOLD ONE SPECIMEN TO BE BROKEN AT THEAT 7 DAYS AND TWO AT 28 DAYS. HOLD ONE SPECIMEN TO BE BROKEN AT THEAT 7 DAYS AND TWO AT 28 DAYS. HOLD ONE SPECIMEN TO BE BROKEN AT THEAT 7 DAYS AND TWO AT 28 DAYS. HOLD ONE SPECIMEN TO BE BROKEN AT THEDIRECTION OF THE ARCHITECT/ENGINEER IF COMPRESSIVE STRENGTH APPEARSDIRECTION OF THE ARCHITECT/ENGINEER IF COMPRESSIVE STRENGTH APPEARSDIRECTION OF THE ARCHITECT/ENGINEER IF COMPRESSIVE STRENGTH APPEARSDIRECTION OF THE ARCHITECT/ENGINEER IF COMPRESSIVE STRENGTH APPEARSINADEQUATE. IN ADDITION, FOR EACH SET OF MOLDED SPECIMENS RECORD THEINADEQUATE. IN ADDITION, FOR EACH SET OF MOLDED SPECIMENS RECORD THEINADEQUATE. IN ADDITION, FOR EACH SET OF MOLDED SPECIMENS RECORD THEINADEQUATE. IN ADDITION, FOR EACH SET OF MOLDED SPECIMENS RECORD THEFOLLOWING: SLUMP, AIR CONTENT, TEMPERATURE (AMBIENT AND CONCRETE),FOLLOWING: SLUMP, AIR CONTENT, TEMPERATURE (AMBIENT AND CONCRETE),FOLLOWING: SLUMP, AIR CONTENT, TEMPERATURE (AMBIENT AND CONCRETE),FOLLOWING: SLUMP, AIR CONTENT, TEMPERATURE (AMBIENT AND CONCRETE),PLACEMENT LOCATION, AND VERIFY MIX DESIGN AND ADDITIONS, IF ANY OF WATERPLACEMENT LOCATION, AND VERIFY MIX DESIGN AND ADDITIONS, IF ANY OF WATERPLACEMENT LOCATION, AND VERIFY MIX DESIGN AND ADDITIONS, IF ANY OF WATERPLACEMENT LOCATION, AND VERIFY MIX DESIGN AND ADDITIONS, IF ANY OF WATERAND/OR ADMIXTURES.AND/OR ADMIXTURES.AND/OR ADMIXTURES.AND/OR ADMIXTURES.

5.5.5.5. INSPECTION OF CONCRETE PLACEMENT AND PROPER APPLICATION TECHNIQUES.INSPECTION OF CONCRETE PLACEMENT AND PROPER APPLICATION TECHNIQUES.INSPECTION OF CONCRETE PLACEMENT AND PROPER APPLICATION TECHNIQUES.INSPECTION OF CONCRETE PLACEMENT AND PROPER APPLICATION TECHNIQUES.

6.6.6.6. INSPECTION FOR SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR SPECIFIED CURING TEMPERATURES AND TECHNIQUES.

7.7.7.7. REPORTS FOR COMPRESSION TESTS SHALL BE SENT TO THE ARCHITECT/ENGINEER ONREPORTS FOR COMPRESSION TESTS SHALL BE SENT TO THE ARCHITECT/ENGINEER ONREPORTS FOR COMPRESSION TESTS SHALL BE SENT TO THE ARCHITECT/ENGINEER ONREPORTS FOR COMPRESSION TESTS SHALL BE SENT TO THE ARCHITECT/ENGINEER ONTHE DAY IN WHICH THE TESTS ARE PERFORMED. THE COMPRESSION TESTS SHALLTHE DAY IN WHICH THE TESTS ARE PERFORMED. THE COMPRESSION TESTS SHALLTHE DAY IN WHICH THE TESTS ARE PERFORMED. THE COMPRESSION TESTS SHALLTHE DAY IN WHICH THE TESTS ARE PERFORMED. THE COMPRESSION TESTS SHALLINCLUDE: THE NAME OF THE PROJECT, NAME OF TESTING AGENCY, DESIGNINCLUDE: THE NAME OF THE PROJECT, NAME OF TESTING AGENCY, DESIGNINCLUDE: THE NAME OF THE PROJECT, NAME OF TESTING AGENCY, DESIGNINCLUDE: THE NAME OF THE PROJECT, NAME OF TESTING AGENCY, DESIGNCOMPRESSIVE STRENGTH, CYLINDER NUMBER, DATE AND LOCATION OF PLACEMENT,COMPRESSIVE STRENGTH, CYLINDER NUMBER, DATE AND LOCATION OF PLACEMENT,COMPRESSIVE STRENGTH, CYLINDER NUMBER, DATE AND LOCATION OF PLACEMENT,COMPRESSIVE STRENGTH, CYLINDER NUMBER, DATE AND LOCATION OF PLACEMENT,COMPRESSIVE BREAK STRENGTH AND TYPE OF BREAK.COMPRESSIVE BREAK STRENGTH AND TYPE OF BREAK.COMPRESSIVE BREAK STRENGTH AND TYPE OF BREAK.COMPRESSIVE BREAK STRENGTH AND TYPE OF BREAK.


1.1.1.1. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE BEINGINSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE BEINGINSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE BEINGINSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE BEINGFORMED.FORMED.FORMED.FORMED.

2.2.2.2. INSPECTION OF REINFORCING STEEL INDICATING GRADE, QUANTITY, LOCATION ANDINSPECTION OF REINFORCING STEEL INDICATING GRADE, QUANTITY, LOCATION ANDINSPECTION OF REINFORCING STEEL INDICATING GRADE, QUANTITY, LOCATION ANDINSPECTION OF REINFORCING STEEL INDICATING GRADE, QUANTITY, LOCATION ANDPLACEMENT PRIOR TO CONCRETE PLACEMENT.PLACEMENT PRIOR TO CONCRETE PLACEMENT.PLACEMENT PRIOR TO CONCRETE PLACEMENT.PLACEMENT PRIOR TO CONCRETE PLACEMENT.

3. INSPECTION OF ANY ANCHORS (SUCH AS EXPANSION OR EPOXY) INSTALLED IN HARDENED3. INSPECTION OF ANY ANCHORS (SUCH AS EXPANSION OR EPOXY) INSTALLED IN HARDENED3. INSPECTION OF ANY ANCHORS (SUCH AS EXPANSION OR EPOXY) INSTALLED IN HARDENED3. INSPECTION OF ANY ANCHORS (SUCH AS EXPANSION OR EPOXY) INSTALLED IN HARDENEDCONCRETE. PERFORM SPECIAL INSPECTION OF THESE ANCHORS IN ACCORDANCE WITHCONCRETE. PERFORM SPECIAL INSPECTION OF THESE ANCHORS IN ACCORDANCE WITHCONCRETE. PERFORM SPECIAL INSPECTION OF THESE ANCHORS IN ACCORDANCE WITHCONCRETE. PERFORM SPECIAL INSPECTION OF THESE ANCHORS IN ACCORDANCE WITHTHE ICC ESR REPORT FOR THE ANCHOR BEING INSTALLED.THE ICC ESR REPORT FOR THE ANCHOR BEING INSTALLED.THE ICC ESR REPORT FOR THE ANCHOR BEING INSTALLED.THE ICC ESR REPORT FOR THE ANCHOR BEING INSTALLED.

4.4.4.4. VERIFY USE OF REQUIRED MIX DESIGN.VERIFY USE OF REQUIRED MIX DESIGN.VERIFY USE OF REQUIRED MIX DESIGN.VERIFY USE OF REQUIRED MIX DESIGN.

5.5.5.5. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.

6.6.6.6. TEST SLABS ON GRADE FOR FLOOR FLATNESS PER ASTM E1155 AND AS INDICATED INTEST SLABS ON GRADE FOR FLOOR FLATNESS PER ASTM E1155 AND AS INDICATED INTEST SLABS ON GRADE FOR FLOOR FLATNESS PER ASTM E1155 AND AS INDICATED INTEST SLABS ON GRADE FOR FLOOR FLATNESS PER ASTM E1155 AND AS INDICATED INTHE PROJECT MANUAL.THE PROJECT MANUAL.THE PROJECT MANUAL.THE PROJECT MANUAL.

CONCRETE MASONRY (CMU):CONCRETE MASONRY (CMU):CONCRETE MASONRY (CMU):CONCRETE MASONRY (CMU):


1.1.1.1. VERIFY GROUT PLACEMENT TO ENSURE CODE AND CONSTRUCTION DOCUMENTVERIFY GROUT PLACEMENT TO ENSURE CODE AND CONSTRUCTION DOCUMENTVERIFY GROUT PLACEMENT TO ENSURE CODE AND CONSTRUCTION DOCUMENTVERIFY GROUT PLACEMENT TO ENSURE CODE AND CONSTRUCTION DOCUMENTCOMPLIANCE.COMPLIANCE.COMPLIANCE.COMPLIANCE.

2.2.2.2. VERIFY PREPARATION OF PRISMS, GROUT, OR MORTAR SPECIMENS.VERIFY PREPARATION OF PRISMS, GROUT, OR MORTAR SPECIMENS.VERIFY PREPARATION OF PRISMS, GROUT, OR MORTAR SPECIMENS.VERIFY PREPARATION OF PRISMS, GROUT, OR MORTAR SPECIMENS.

3.3.3.3. VERIFY WELDING OF REINFORCING (NOTE: WELDING OF REINFORCING IS NOT ALLOWEDVERIFY WELDING OF REINFORCING (NOTE: WELDING OF REINFORCING IS NOT ALLOWEDVERIFY WELDING OF REINFORCING (NOTE: WELDING OF REINFORCING IS NOT ALLOWEDVERIFY WELDING OF REINFORCING (NOTE: WELDING OF REINFORCING IS NOT ALLOWEDUNLESS WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER IS OBTAINED BY THEUNLESS WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER IS OBTAINED BY THEUNLESS WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER IS OBTAINED BY THEUNLESS WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER IS OBTAINED BY THECONTRACTOR).CONTRACTOR).CONTRACTOR).CONTRACTOR).


1.1.1.1. PROPORTIONS OF SITE-PREPARED MORTAR.PROPORTIONS OF SITE-PREPARED MORTAR.PROPORTIONS OF SITE-PREPARED MORTAR.PROPORTIONS OF SITE-PREPARED MORTAR.

2.2.2.2. CONSTRUCTION OF MORTAR JOINTS.CONSTRUCTION OF MORTAR JOINTS.CONSTRUCTION OF MORTAR JOINTS.CONSTRUCTION OF MORTAR JOINTS.

3.3.3.3. LOCATION OF REINFORCEMENT, CONNECTORS AND OTHER IMBEDS.LOCATION OF REINFORCEMENT, CONNECTORS AND OTHER IMBEDS.LOCATION OF REINFORCEMENT, CONNECTORS AND OTHER IMBEDS.LOCATION OF REINFORCEMENT, CONNECTORS AND OTHER IMBEDS.

4.4.4.4. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHORS.SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHORS.SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHORS.SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHORS.

5.5.5.5. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLDPREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLDPREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLDPREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLDWEATHER OR HOT WEATHER.WEATHER OR HOT WEATHER.WEATHER OR HOT WEATHER.WEATHER OR HOT WEATHER.

6.6.6.6. GROUT SPACE IS CLEAN PRIOR TO GROUTING.GROUT SPACE IS CLEAN PRIOR TO GROUTING.GROUT SPACE IS CLEAN PRIOR TO GROUTING.GROUT SPACE IS CLEAN PRIOR TO GROUTING.

PERFORM COMPRESSIVE STRENGTH TESTS OF THE CONCRETE MASONRY UNITS,PERFORM COMPRESSIVE STRENGTH TESTS OF THE CONCRETE MASONRY UNITS,PERFORM COMPRESSIVE STRENGTH TESTS OF THE CONCRETE MASONRY UNITS,PERFORM COMPRESSIVE STRENGTH TESTS OF THE CONCRETE MASONRY UNITS,MORTAR AND GROUT FOR EVERY 5000 SQUARE FEET OF WALL CONSTRUCTEDMORTAR AND GROUT FOR EVERY 5000 SQUARE FEET OF WALL CONSTRUCTEDMORTAR AND GROUT FOR EVERY 5000 SQUARE FEET OF WALL CONSTRUCTEDMORTAR AND GROUT FOR EVERY 5000 SQUARE FEET OF WALL CONSTRUCTED(SEE PROJECT MANUAL FOR DETAILED REQUIREMENTS):(SEE PROJECT MANUAL FOR DETAILED REQUIREMENTS):(SEE PROJECT MANUAL FOR DETAILED REQUIREMENTS):(SEE PROJECT MANUAL FOR DETAILED REQUIREMENTS):

1.1.1.1. MASONRY UNITS: THREE UNITS SHALL BE TESTED IN ACCORDANCE WITHMASONRY UNITS: THREE UNITS SHALL BE TESTED IN ACCORDANCE WITHMASONRY UNITS: THREE UNITS SHALL BE TESTED IN ACCORDANCE WITHMASONRY UNITS: THREE UNITS SHALL BE TESTED IN ACCORDANCE WITHASTM C140.ASTM C140.ASTM C140.ASTM C140.

2.2.2.2. MORTAR: PROVIDE ONE MORTAR VERIFICATION TEST AND A MINIMUM OF ONE TESTMORTAR: PROVIDE ONE MORTAR VERIFICATION TEST AND A MINIMUM OF ONE TESTMORTAR: PROVIDE ONE MORTAR VERIFICATION TEST AND A MINIMUM OF ONE TESTMORTAR: PROVIDE ONE MORTAR VERIFICATION TEST AND A MINIMUM OF ONE TESTFOR EACH DAY THAT MASONRY CONSTRUCTION IS PERFORMED.FOR EACH DAY THAT MASONRY CONSTRUCTION IS PERFORMED.FOR EACH DAY THAT MASONRY CONSTRUCTION IS PERFORMED.FOR EACH DAY THAT MASONRY CONSTRUCTION IS PERFORMED.

3.3.3.3. GROUT: SAMPLE, CURE AND TEST GROUT SAMPLES IN ACCORDANCE WITHGROUT: SAMPLE, CURE AND TEST GROUT SAMPLES IN ACCORDANCE WITHGROUT: SAMPLE, CURE AND TEST GROUT SAMPLES IN ACCORDANCE WITHGROUT: SAMPLE, CURE AND TEST GROUT SAMPLES IN ACCORDANCE WITHASTM C1019.ASTM C1019.ASTM C1019.ASTM C1019.

STEEL DECK:STEEL DECK:STEEL DECK:STEEL DECK:


1.1.1.1. VERIFY MANUFACTURER'S CERTIFICATE OF COMPLIANCE THAT THE STEEL DECKVERIFY MANUFACTURER'S CERTIFICATE OF COMPLIANCE THAT THE STEEL DECKVERIFY MANUFACTURER'S CERTIFICATE OF COMPLIANCE THAT THE STEEL DECKVERIFY MANUFACTURER'S CERTIFICATE OF COMPLIANCE THAT THE STEEL DECKCOMPLIES WITH THE FIELD APPROVED DRAWINGS AND CONSTRUCTION DOCUMENTS.COMPLIES WITH THE FIELD APPROVED DRAWINGS AND CONSTRUCTION DOCUMENTS.COMPLIES WITH THE FIELD APPROVED DRAWINGS AND CONSTRUCTION DOCUMENTS.COMPLIES WITH THE FIELD APPROVED DRAWINGS AND CONSTRUCTION DOCUMENTS.

2.2.2.2. RANDOMLY SELECT 5 SHEETS FOR EACH TYPE OF DECK USED AND CHECK FOR DECKRANDOMLY SELECT 5 SHEETS FOR EACH TYPE OF DECK USED AND CHECK FOR DECKRANDOMLY SELECT 5 SHEETS FOR EACH TYPE OF DECK USED AND CHECK FOR DECKRANDOMLY SELECT 5 SHEETS FOR EACH TYPE OF DECK USED AND CHECK FOR DECKTHICKNESS, TYPE AND MATERIAL.THICKNESS, TYPE AND MATERIAL.THICKNESS, TYPE AND MATERIAL.THICKNESS, TYPE AND MATERIAL.

3.3.3.3. VISUALLY INSPECT SPECIFIED DECK FASTENERS FOR SIZE, SPACING, EMBEDMENT ANDVISUALLY INSPECT SPECIFIED DECK FASTENERS FOR SIZE, SPACING, EMBEDMENT ANDVISUALLY INSPECT SPECIFIED DECK FASTENERS FOR SIZE, SPACING, EMBEDMENT ANDVISUALLY INSPECT SPECIFIED DECK FASTENERS FOR SIZE, SPACING, EMBEDMENT ANDLOCATIONS FOR CONFORMANCE. INSPECT 100% OF SIDELAP CONNECTORS OVERLOCATIONS FOR CONFORMANCE. INSPECT 100% OF SIDELAP CONNECTORS OVERLOCATIONS FOR CONFORMANCE. INSPECT 100% OF SIDELAP CONNECTORS OVERLOCATIONS FOR CONFORMANCE. INSPECT 100% OF SIDELAP CONNECTORS OVERENTIRE ROOF/FLOOR AREA FOR CONFORMANCE. INSPECT 100% OF PRIMARY DECKENTIRE ROOF/FLOOR AREA FOR CONFORMANCE. INSPECT 100% OF PRIMARY DECKENTIRE ROOF/FLOOR AREA FOR CONFORMANCE. INSPECT 100% OF PRIMARY DECKENTIRE ROOF/FLOOR AREA FOR CONFORMANCE. INSPECT 100% OF PRIMARY DECKATTACHMENT TO CONTINUOUS STEEL MEMBERS.ATTACHMENT TO CONTINUOUS STEEL MEMBERS.ATTACHMENT TO CONTINUOUS STEEL MEMBERS.ATTACHMENT TO CONTINUOUS STEEL MEMBERS.

4.4.4.4. INSPECT TEK SCREW CONNECTIONS FOR COMPLETE DEPTH PENETRATION.INSPECT TEK SCREW CONNECTIONS FOR COMPLETE DEPTH PENETRATION.INSPECT TEK SCREW CONNECTIONS FOR COMPLETE DEPTH PENETRATION.INSPECT TEK SCREW CONNECTIONS FOR COMPLETE DEPTH PENETRATION.

5.5.5.5. INSPECT WELDED CONNECTIONS PERIODICALLY FOR FUSION AND SIZE.INSPECT WELDED CONNECTIONS PERIODICALLY FOR FUSION AND SIZE.INSPECT WELDED CONNECTIONS PERIODICALLY FOR FUSION AND SIZE.INSPECT WELDED CONNECTIONS PERIODICALLY FOR FUSION AND SIZE.

6.6.6.6. VERIFY INSTALLATION OF DECK CLOSURES.VERIFY INSTALLATION OF DECK CLOSURES.VERIFY INSTALLATION OF DECK CLOSURES.VERIFY INSTALLATION OF DECK CLOSURES.

SCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICESSCHEDULE OF SPECIAL INSPECTION SERVICES

COLD-FORMED STEEL MEMBERS:COLD-FORMED STEEL MEMBERS:COLD-FORMED STEEL MEMBERS:COLD-FORMED STEEL MEMBERS:


1.1.1.1. VERIFY THAT THE INSTALLATION OF COLD-FORMED MEMBERS COMPLIES WITH THEVERIFY THAT THE INSTALLATION OF COLD-FORMED MEMBERS COMPLIES WITH THEVERIFY THAT THE INSTALLATION OF COLD-FORMED MEMBERS COMPLIES WITH THEVERIFY THAT THE INSTALLATION OF COLD-FORMED MEMBERS COMPLIES WITH THECONSTRUCTION DOCUMENTS AND THE APPROVED SHOP DRAWINGS.CONSTRUCTION DOCUMENTS AND THE APPROVED SHOP DRAWINGS.CONSTRUCTION DOCUMENTS AND THE APPROVED SHOP DRAWINGS.CONSTRUCTION DOCUMENTS AND THE APPROVED SHOP DRAWINGS.

2.2.2.2. VERIFY THAT ALL BRACING AND ALL ATTACHMENTS OF COLD-FORMED MEMBERS AREVERIFY THAT ALL BRACING AND ALL ATTACHMENTS OF COLD-FORMED MEMBERS AREVERIFY THAT ALL BRACING AND ALL ATTACHMENTS OF COLD-FORMED MEMBERS AREVERIFY THAT ALL BRACING AND ALL ATTACHMENTS OF COLD-FORMED MEMBERS AREAS INDICATED ON THE APPROVED SHOP DRAWINGS.AS INDICATED ON THE APPROVED SHOP DRAWINGS.AS INDICATED ON THE APPROVED SHOP DRAWINGS.AS INDICATED ON THE APPROVED SHOP DRAWINGS.

4.4.4.4. THE SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS INDICATED IN THE "MINIMUMTHE SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS INDICATED IN THE "MINIMUMTHE SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS INDICATED IN THE "MINIMUMTHE SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS INDICATED IN THE "MINIMUMSPECIAL INSPECTOR QUALIFICATIONS TABLE" PER THE PROJECT MANUAL.SPECIAL INSPECTOR QUALIFICATIONS TABLE" PER THE PROJECT MANUAL.SPECIAL INSPECTOR QUALIFICATIONS TABLE" PER THE PROJECT MANUAL.SPECIAL INSPECTOR QUALIFICATIONS TABLE" PER THE PROJECT MANUAL.

5.5.5.5. THE "SPECIAL INSPECTION WEEKLY REPORT" PROVIDED IN THE PROJECT MANUAL SHALLTHE "SPECIAL INSPECTION WEEKLY REPORT" PROVIDED IN THE PROJECT MANUAL SHALLTHE "SPECIAL INSPECTION WEEKLY REPORT" PROVIDED IN THE PROJECT MANUAL SHALLTHE "SPECIAL INSPECTION WEEKLY REPORT" PROVIDED IN THE PROJECT MANUAL SHALLBE SUBMITTED WEEKLY ONCE CONSTRUCTION BEGINS. THE SPECIAL INSPECTOR SHALLBE SUBMITTED WEEKLY ONCE CONSTRUCTION BEGINS. THE SPECIAL INSPECTOR SHALLBE SUBMITTED WEEKLY ONCE CONSTRUCTION BEGINS. THE SPECIAL INSPECTOR SHALLBE SUBMITTED WEEKLY ONCE CONSTRUCTION BEGINS. THE SPECIAL INSPECTOR SHALLSUBMIT THIS REPORT THE SAME DAY OF THE WEEK TO THE ARCHITECT/ENGINEER AND THESUBMIT THIS REPORT THE SAME DAY OF THE WEEK TO THE ARCHITECT/ENGINEER AND THESUBMIT THIS REPORT THE SAME DAY OF THE WEEK TO THE ARCHITECT/ENGINEER AND THESUBMIT THIS REPORT THE SAME DAY OF THE WEEK TO THE ARCHITECT/ENGINEER AND THEREPORT SHALL BE SUBMITTED WHETHER WORK WAS PERFORMED OR NOT DURING ANYREPORT SHALL BE SUBMITTED WHETHER WORK WAS PERFORMED OR NOT DURING ANYREPORT SHALL BE SUBMITTED WHETHER WORK WAS PERFORMED OR NOT DURING ANYREPORT SHALL BE SUBMITTED WHETHER WORK WAS PERFORMED OR NOT DURING ANYGIVEN WEEK.GIVEN WEEK.GIVEN WEEK.GIVEN WEEK.

6.6.6.6. THE SPECIAL INSPECTOR SHALL SUBMIT THE "FINAL REPORT OF SPECIAL INSPECTIONS"THE SPECIAL INSPECTOR SHALL SUBMIT THE "FINAL REPORT OF SPECIAL INSPECTIONS"THE SPECIAL INSPECTOR SHALL SUBMIT THE "FINAL REPORT OF SPECIAL INSPECTIONS"THE SPECIAL INSPECTOR SHALL SUBMIT THE "FINAL REPORT OF SPECIAL INSPECTIONS"PROVIDED IN THE PROJECT MANUAL STATING THAT ALL REQUIRED SPECIAL INSPECTIONSPROVIDED IN THE PROJECT MANUAL STATING THAT ALL REQUIRED SPECIAL INSPECTIONSPROVIDED IN THE PROJECT MANUAL STATING THAT ALL REQUIRED SPECIAL INSPECTIONSPROVIDED IN THE PROJECT MANUAL STATING THAT ALL REQUIRED SPECIAL INSPECTIONSAND TESTING WERE FULFILLED AND REPORTED AND THAT ANY OUTSTANDINGAND TESTING WERE FULFILLED AND REPORTED AND THAT ANY OUTSTANDINGAND TESTING WERE FULFILLED AND REPORTED AND THAT ANY OUTSTANDINGAND TESTING WERE FULFILLED AND REPORTED AND THAT ANY OUTSTANDINGDISCREPANCIES HAVE BEEN CORRECTED.DISCREPANCIES HAVE BEEN CORRECTED.DISCREPANCIES HAVE BEEN CORRECTED.DISCREPANCIES HAVE BEEN CORRECTED.

DRILLED PIER FOUNDATION:DRILLED PIER FOUNDATION:DRILLED PIER FOUNDATION:DRILLED PIER FOUNDATION:


1.1.1.1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSFOR EACH PIER.FOR EACH PIER.FOR EACH PIER.FOR EACH PIER.

2.2.2.2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELLVERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELLVERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELLVERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELLDIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK OR "BLUE CLAY" (IFDIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK OR "BLUE CLAY" (IFDIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK OR "BLUE CLAY" (IFDIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK OR "BLUE CLAY" (IFAPPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY.APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY.APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY.APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY.

3.3.3.3. INSPECT REINFORCING STEEL AND RECORD CONCRETE OR GROUT VOLUMES PLACED.INSPECT REINFORCING STEEL AND RECORD CONCRETE OR GROUT VOLUMES PLACED.INSPECT REINFORCING STEEL AND RECORD CONCRETE OR GROUT VOLUMES PLACED.INSPECT REINFORCING STEEL AND RECORD CONCRETE OR GROUT VOLUMES PLACED.

4. SEE ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR CONCRETE CONSTRUCTION4. SEE ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR CONCRETE CONSTRUCTION4. SEE ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR CONCRETE CONSTRUCTION4. SEE ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR CONCRETE CONSTRUCTIONAND REQUIREMENTS INDICATED IN THE PROJECT MANUAL FOR DRILLED CONCRETE PIERSAND REQUIREMENTS INDICATED IN THE PROJECT MANUAL FOR DRILLED CONCRETE PIERSAND REQUIREMENTS INDICATED IN THE PROJECT MANUAL FOR DRILLED CONCRETE PIERSAND REQUIREMENTS INDICATED IN THE PROJECT MANUAL FOR DRILLED CONCRETE PIERS(CAISSONS).(CAISSONS).(CAISSONS).(CAISSONS).

HELICAL PILE FOUNDATION:HELICAL PILE FOUNDATION:HELICAL PILE FOUNDATION:HELICAL PILE FOUNDATION:


1.1.1.1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSOBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDSFOR EACH PILE.FOR EACH PILE.FOR EACH PILE.FOR EACH PILE.

2.2.2.2. SUBMIT A REPORT TO THE ARCHITECT INDICATING EQUIPMENT USED, PILE DIMENSIONSSUBMIT A REPORT TO THE ARCHITECT INDICATING EQUIPMENT USED, PILE DIMENSIONSSUBMIT A REPORT TO THE ARCHITECT INDICATING EQUIPMENT USED, PILE DIMENSIONSSUBMIT A REPORT TO THE ARCHITECT INDICATING EQUIPMENT USED, PILE DIMENSIONSAND TYPE INSTALLED, TIP ELEVATIONS, FINAL DEPTH, FINAL INSTALLATION TORQUE, ANDAND TYPE INSTALLED, TIP ELEVATIONS, FINAL DEPTH, FINAL INSTALLATION TORQUE, ANDAND TYPE INSTALLED, TIP ELEVATIONS, FINAL DEPTH, FINAL INSTALLATION TORQUE, ANDAND TYPE INSTALLED, TIP ELEVATIONS, FINAL DEPTH, FINAL INSTALLATION TORQUE, ANDVERIFICATION OF GROUTING PROCEDURES.VERIFICATION OF GROUTING PROCEDURES.VERIFICATION OF GROUTING PROCEDURES.VERIFICATION OF GROUTING PROCEDURES.

DEFERRED SUBMITTALS:DEFERRED SUBMITTALS:DEFERRED SUBMITTALS:DEFERRED SUBMITTALS:

1.1.1.1. DEFFERED SUBMITTALS INCLUDE THOSE PORTIONS OF THIS PROJECT THAT AREDEFFERED SUBMITTALS INCLUDE THOSE PORTIONS OF THIS PROJECT THAT AREDEFFERED SUBMITTALS INCLUDE THOSE PORTIONS OF THIS PROJECT THAT AREDEFFERED SUBMITTALS INCLUDE THOSE PORTIONS OF THIS PROJECT THAT AREDESIGNED BY SOMEONE OTHER THAN THE ENGINEER OF RECORD AND FURNISHEDDESIGNED BY SOMEONE OTHER THAN THE ENGINEER OF RECORD AND FURNISHEDDESIGNED BY SOMEONE OTHER THAN THE ENGINEER OF RECORD AND FURNISHEDDESIGNED BY SOMEONE OTHER THAN THE ENGINEER OF RECORD AND FURNISHEDBY THE CONTRACTOR. DEFFERED SUBMITTALS SHALL BE SUBMITTED TO THEBY THE CONTRACTOR. DEFFERED SUBMITTALS SHALL BE SUBMITTED TO THEBY THE CONTRACTOR. DEFFERED SUBMITTALS SHALL BE SUBMITTED TO THEBY THE CONTRACTOR. DEFFERED SUBMITTALS SHALL BE SUBMITTED TO THEBUILDING OFFICIAL PRIOR TO FABRICATION AND INSTALLATION.BUILDING OFFICIAL PRIOR TO FABRICATION AND INSTALLATION.BUILDING OFFICIAL PRIOR TO FABRICATION AND INSTALLATION.BUILDING OFFICIAL PRIOR TO FABRICATION AND INSTALLATION.

2.2.2.2. DEFFERED SUBMITTALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OFDEFFERED SUBMITTALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OFDEFFERED SUBMITTALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OFDEFFERED SUBMITTALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OFSERVICES AND SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODESERVICES AND SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODESERVICES AND SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODESERVICES AND SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODEINDICATED ON THESE PLANS. SUBMITTALS SHALL BE SEALED BY AN ENGINEERINDICATED ON THESE PLANS. SUBMITTALS SHALL BE SEALED BY AN ENGINEERINDICATED ON THESE PLANS. SUBMITTALS SHALL BE SEALED BY AN ENGINEERINDICATED ON THESE PLANS. SUBMITTALS SHALL BE SEALED BY AN ENGINEERLICENSED IN THE PROJECT STATE AND SUBMITTED TO THE REGISTERED DESIGNLICENSED IN THE PROJECT STATE AND SUBMITTED TO THE REGISTERED DESIGNLICENSED IN THE PROJECT STATE AND SUBMITTED TO THE REGISTERED DESIGNLICENSED IN THE PROJECT STATE AND SUBMITTED TO THE REGISTERED DESIGNPROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARDPROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARDPROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARDPROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARDTO THE BUILDING OFFICIAL. SUBMITTALS SHALL BE REVIEWED AND NOTED ASTO THE BUILDING OFFICIAL. SUBMITTALS SHALL BE REVIEWED AND NOTED ASTO THE BUILDING OFFICIAL. SUBMITTALS SHALL BE REVIEWED AND NOTED ASTO THE BUILDING OFFICIAL. SUBMITTALS SHALL BE REVIEWED AND NOTED ASBEING FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.BEING FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.BEING FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.BEING FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.DEFERRED SUBMITTALS SHALL NOT BE INSTALLED UNTIL THE DESIGN ANDDEFERRED SUBMITTALS SHALL NOT BE INSTALLED UNTIL THE DESIGN ANDDEFERRED SUBMITTALS SHALL NOT BE INSTALLED UNTIL THE DESIGN ANDDEFERRED SUBMITTALS SHALL NOT BE INSTALLED UNTIL THE DESIGN ANDSUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

3.3.3.3. THE FOLLOWING SHALL BE CONSIDERED DEFFERED SUBMITTALS:THE FOLLOWING SHALL BE CONSIDERED DEFFERED SUBMITTALS:THE FOLLOWING SHALL BE CONSIDERED DEFFERED SUBMITTALS:THE FOLLOWING SHALL BE CONSIDERED DEFFERED SUBMITTALS:---- STEEL STAIRS AND HANDRAILSSTEEL STAIRS AND HANDRAILSSTEEL STAIRS AND HANDRAILSSTEEL STAIRS AND HANDRAILS---- CURTAINWALL / WINDOW WALL SYSTEMSCURTAINWALL / WINDOW WALL SYSTEMSCURTAINWALL / WINDOW WALL SYSTEMSCURTAINWALL / WINDOW WALL SYSTEMS---- ELEVATORSELEVATORSELEVATORSELEVATORS---- SHORING SYSTEM FOR EXISTING CONCRETE FRAMINGSHORING SYSTEM FOR EXISTING CONCRETE FRAMINGSHORING SYSTEM FOR EXISTING CONCRETE FRAMINGSHORING SYSTEM FOR EXISTING CONCRETE FRAMING---- HELICAL PIERSHELICAL PIERSHELICAL PIERSHELICAL PIERS

5/19/17




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MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

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ARCHITECTURAL

GROUP

SPRINGS,

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21' - 11 1/2"21' - 11 1/2"21' - 11 1/2"21' - 11 1/2"

13' - 11 1/4"13' - 11 1/4"13' - 11 1/4"13' - 11 1/4"

20/4220/4220/4220/42

14/3614/3614/3614/36

14/3614/3614/3614/36

1"

1"1"1"

10' - 4 1/2"

10' - 4 1/2"

10' - 4 1/2"

10' - 4 1/2"

1"1"

1"

1"

11' - 6"

11' - 6"

11' - 6"

11' - 6"

APPROXIMATELY

APPROXIMATELY

APPROXIMATELY

APPROXIMATELY

14/3614/3614/3614/36

14/3614/3614/3614/36

14/3614/3614/3614/36

14/3614/3614/3614/36

6' - 6"6' - 6"6' - 6"6' - 6" 7' - 10"7' - 10"7' - 10"7' - 10"

14/3614/3614/3614/36 14/3614/3614/3614/36

14/3614/3614/3614/36 14/3614/3614/3614/36

EXISTING FOUNDATION DEMOLITION AND OVEREXCAVATION PLANEXISTING FOUNDATION DEMOLITION AND OVEREXCAVATION PLANEXISTING FOUNDATION DEMOLITION AND OVEREXCAVATION PLANEXISTING FOUNDATION DEMOLITION AND OVEREXCAVATION PLAN1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"

14/3614/3614/3614/36

14/3614/3614/3614/36

20/4620/4620/4620/46

12/2412/2412/2412/24

12/2412/2412/2412/24

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

6' - 5"

6' - 5"

6' - 5"

6' - 5"

11' - 9 1/2"11' - 9 1/2"11' - 9 1/2"11' - 9 1/2" 11' - 9 1/2"11' - 9 1/2"11' - 9 1/2"11' - 9 1/2" 11' - 0 5/8"11' - 0 5/8"11' - 0 5/8"11' - 0 5/8" 11' - 0 5/8"11' - 0 5/8"11' - 0 5/8"11' - 0 5/8" 11' - 0 5/8"11' - 0 5/8"11' - 0 5/8"11' - 0 5/8"

20/5420/5420/5420/54

20/5420/5420/5420/54

20/5420/5420/5420/54

20/5420/5420/5420/54

20/5420/5420/5420/54

20/5420/5420/5420/54

REMOVE EXISTINGREMOVE EXISTINGREMOVE EXISTINGREMOVE EXISTING

GRADE BEAMSGRADE BEAMSGRADE BEAMSGRADE BEAMS





LIMITS OF NEWLIMITS OF NEWLIMITS OF NEWLIMITS OF NEW

ADDITIONADDITIONADDITIONADDITION





SEE NOTE 2.SEE NOTE 2.SEE NOTE 2.SEE NOTE 2.

SAW-CUT EXISTINGSAW-CUT EXISTINGSAW-CUT EXISTINGSAW-CUT EXISTING

CONCRETE LEDGECONCRETE LEDGECONCRETE LEDGECONCRETE LEDGE



EXISTING AUDITORIUMEXISTING AUDITORIUMEXISTING AUDITORIUMEXISTING AUDITORIUM



NOTES:NOTES:NOTES:NOTES:1.1.1.1. ALL DIMENSIONS SHOWN ON THIS PLAN TO EXISTINGALL DIMENSIONS SHOWN ON THIS PLAN TO EXISTINGALL DIMENSIONS SHOWN ON THIS PLAN TO EXISTINGALL DIMENSIONS SHOWN ON THIS PLAN TO EXISTING

FOUNDATION ELEMENTS ARE BASED OFF OF EXISTINGFOUNDATION ELEMENTS ARE BASED OFF OF EXISTINGFOUNDATION ELEMENTS ARE BASED OFF OF EXISTINGFOUNDATION ELEMENTS ARE BASED OFF OF EXISTING

DRAWINGS AND ARE APPROXIMATE. THE CONTRACTOR IS TODRAWINGS AND ARE APPROXIMATE. THE CONTRACTOR IS TODRAWINGS AND ARE APPROXIMATE. THE CONTRACTOR IS TODRAWINGS AND ARE APPROXIMATE. THE CONTRACTOR IS TO

FIELD VERIFY THEIR ACCURACY.FIELD VERIFY THEIR ACCURACY.FIELD VERIFY THEIR ACCURACY.FIELD VERIFY THEIR ACCURACY.

2.2.2.2. THESE 12" WIDE X 5'-0" DEEP GRADE BEAMS MAY HAVE BEENTHESE 12" WIDE X 5'-0" DEEP GRADE BEAMS MAY HAVE BEENTHESE 12" WIDE X 5'-0" DEEP GRADE BEAMS MAY HAVE BEENTHESE 12" WIDE X 5'-0" DEEP GRADE BEAMS MAY HAVE BEEN

PREVIOUSLY REMOVED. THE CONTRACTOR SHALL INCLUDEPREVIOUSLY REMOVED. THE CONTRACTOR SHALL INCLUDEPREVIOUSLY REMOVED. THE CONTRACTOR SHALL INCLUDEPREVIOUSLY REMOVED. THE CONTRACTOR SHALL INCLUDE

THEIR REMOVAL IN HIS BID, AND SHALL CREDIT THE OWNER IFTHEIR REMOVAL IN HIS BID, AND SHALL CREDIT THE OWNER IFTHEIR REMOVAL IN HIS BID, AND SHALL CREDIT THE OWNER IFTHEIR REMOVAL IN HIS BID, AND SHALL CREDIT THE OWNER IF

THEY HAVE BEEN PREVIOUSLY REMOVED.THEY HAVE BEEN PREVIOUSLY REMOVED.THEY HAVE BEEN PREVIOUSLY REMOVED.THEY HAVE BEEN PREVIOUSLY REMOVED.

3.3.3.3. BELL PIERS SHOWN ON THIS SHEET ARE EXISTING PIERS.BELL PIERS SHOWN ON THIS SHEET ARE EXISTING PIERS.BELL PIERS SHOWN ON THIS SHEET ARE EXISTING PIERS.BELL PIERS SHOWN ON THIS SHEET ARE EXISTING PIERS.

6' - 10"

6' - 10"

6' - 10"

6' - 10"

DEMO/REMOVEDEMO/REMOVEDEMO/REMOVEDEMO/REMOVE5' - 0"5' - 0"5' - 0"5' - 0"

25' - 0"25' - 0"25' - 0"25' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"5' - 0"5' - 0"5' - 0"

5' - 0"5' - 0"5' - 0"5' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

EXISTING STRUCTUREEXISTING STRUCTUREEXISTING STRUCTUREEXISTING STRUCTURE

EXCAVATE TO 207.0'EXCAVATE TO 207.0'EXCAVATE TO 207.0'EXCAVATE TO 207.0'



1111

S102S102S102S102

FINISH FLOOR = 216.1'FINISH FLOOR = 216.1'FINISH FLOOR = 216.1'FINISH FLOOR = 216.1'

MAXIM

UM

MAXIM

UM

MAXIM

UM

MAXIM

UM

45.00°

45.00°

45.00°

45.00°

EXCAVATE TO = 208.0'EXCAVATE TO = 208.0'EXCAVATE TO = 208.0'EXCAVATE TO = 208.0'

TO BE REMOVEDTO BE REMOVEDTO BE REMOVEDTO BE REMOVED

EXISTING BUILDING FOUNDATIONEXISTING BUILDING FOUNDATIONEXISTING BUILDING FOUNDATIONEXISTING BUILDING FOUNDATION

DO NOT UNDERMINE EXISTINGDO NOT UNDERMINE EXISTINGDO NOT UNDERMINE EXISTINGDO NOT UNDERMINE EXISTING

FOUNDATION OR EXISTINGFOUNDATION OR EXISTINGFOUNDATION OR EXISTINGFOUNDATION OR EXISTING

SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE

COMPACTED SELECT STRUCTURAL FILLCOMPACTED SELECT STRUCTURAL FILLCOMPACTED SELECT STRUCTURAL FILLCOMPACTED SELECT STRUCTURAL FILL

SEE NOTES ON THIS SHEET FOR PROPERTIESSEE NOTES ON THIS SHEET FOR PROPERTIESSEE NOTES ON THIS SHEET FOR PROPERTIESSEE NOTES ON THIS SHEET FOR PROPERTIES

SEE CIVIL FOR EXISTING GRADESEE CIVIL FOR EXISTING GRADESEE CIVIL FOR EXISTING GRADESEE CIVIL FOR EXISTING GRADE

MINIMUMMINIMUMMINIMUMMINIMUM

5' - 0"5' - 0"5' - 0"5' - 0"

EXTERIOR FACE OF BUILDINGEXTERIOR FACE OF BUILDINGEXTERIOR FACE OF BUILDINGEXTERIOR FACE OF BUILDING

EARTHWORK NOTES:EARTHWORK NOTES:EARTHWORK NOTES:EARTHWORK NOTES:

1.1.1.1. PER THE GEOTECHNICAL REPORT PROVIDED BY BURNS COOLEY DENNIS, DATEDPER THE GEOTECHNICAL REPORT PROVIDED BY BURNS COOLEY DENNIS, DATEDPER THE GEOTECHNICAL REPORT PROVIDED BY BURNS COOLEY DENNIS, DATEDPER THE GEOTECHNICAL REPORT PROVIDED BY BURNS COOLEY DENNIS, DATED

MARCH 31, 2016:MARCH 31, 2016:MARCH 31, 2016:MARCH 31, 2016:

2.2.2.2. THE BOTTOM OF UNDERCUT AREAS SHALL BE EVALUATED FOR STABILITY BY THETHE BOTTOM OF UNDERCUT AREAS SHALL BE EVALUATED FOR STABILITY BY THETHE BOTTOM OF UNDERCUT AREAS SHALL BE EVALUATED FOR STABILITY BY THETHE BOTTOM OF UNDERCUT AREAS SHALL BE EVALUATED FOR STABILITY BY THE

SPECIAL INSPECTOR. STABILITY IS DEFINED AS THE ABSENCE OF SIGNIFICANTSPECIAL INSPECTOR. STABILITY IS DEFINED AS THE ABSENCE OF SIGNIFICANTSPECIAL INSPECTOR. STABILITY IS DEFINED AS THE ABSENCE OF SIGNIFICANTSPECIAL INSPECTOR. STABILITY IS DEFINED AS THE ABSENCE OF SIGNIFICANT

PUMPING OR RUTTING UNDER NORMAL FIELD COMPACTION OR PROOFROLLINGPUMPING OR RUTTING UNDER NORMAL FIELD COMPACTION OR PROOFROLLINGPUMPING OR RUTTING UNDER NORMAL FIELD COMPACTION OR PROOFROLLINGPUMPING OR RUTTING UNDER NORMAL FIELD COMPACTION OR PROOFROLLING

WITH A PIECE OF HEAVY EQUIPMENT OR LOADED DUMP TRUCK. ADDITIONALWITH A PIECE OF HEAVY EQUIPMENT OR LOADED DUMP TRUCK. ADDITIONALWITH A PIECE OF HEAVY EQUIPMENT OR LOADED DUMP TRUCK. ADDITIONALWITH A PIECE OF HEAVY EQUIPMENT OR LOADED DUMP TRUCK. ADDITIONAL

UNDERCUTTING OR COMPACTION IN PLACE OR DRYING OF SOILS OR SOMEUNDERCUTTING OR COMPACTION IN PLACE OR DRYING OF SOILS OR SOMEUNDERCUTTING OR COMPACTION IN PLACE OR DRYING OF SOILS OR SOMEUNDERCUTTING OR COMPACTION IN PLACE OR DRYING OF SOILS OR SOME

COMBINATION MAY BE REQUIRED IF THE EXPOSED GROUND IS FOUND ORCOMBINATION MAY BE REQUIRED IF THE EXPOSED GROUND IS FOUND ORCOMBINATION MAY BE REQUIRED IF THE EXPOSED GROUND IS FOUND ORCOMBINATION MAY BE REQUIRED IF THE EXPOSED GROUND IS FOUND OR

BECOMES UNSTABLE. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ORBECOMES UNSTABLE. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ORBECOMES UNSTABLE. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ORBECOMES UNSTABLE. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OR

PUMPING TO REMOVE ANY PONDING WATER FROM THE CONSTRUCTION AREA.PUMPING TO REMOVE ANY PONDING WATER FROM THE CONSTRUCTION AREA.PUMPING TO REMOVE ANY PONDING WATER FROM THE CONSTRUCTION AREA.PUMPING TO REMOVE ANY PONDING WATER FROM THE CONSTRUCTION AREA.

3.3.3.3. SELECT STRUCTURAL FILL SHALL CONSIST OF A SILTY OR SANDY CLAY (CL) HAVINGSELECT STRUCTURAL FILL SHALL CONSIST OF A SILTY OR SANDY CLAY (CL) HAVINGSELECT STRUCTURAL FILL SHALL CONSIST OF A SILTY OR SANDY CLAY (CL) HAVINGSELECT STRUCTURAL FILL SHALL CONSIST OF A SILTY OR SANDY CLAY (CL) HAVING

A PLASTICITY INDEX WITHIN THE RANGE OF 10 TO 24 AND A LIQUID LIMIT LESSA PLASTICITY INDEX WITHIN THE RANGE OF 10 TO 24 AND A LIQUID LIMIT LESSA PLASTICITY INDEX WITHIN THE RANGE OF 10 TO 24 AND A LIQUID LIMIT LESSA PLASTICITY INDEX WITHIN THE RANGE OF 10 TO 24 AND A LIQUID LIMIT LESS

THAN 45. THE SPECIAL INSPECTOR SHALL TEST THE STRUCTURAL FILL MATERIALTHAN 45. THE SPECIAL INSPECTOR SHALL TEST THE STRUCTURAL FILL MATERIALTHAN 45. THE SPECIAL INSPECTOR SHALL TEST THE STRUCTURAL FILL MATERIALTHAN 45. THE SPECIAL INSPECTOR SHALL TEST THE STRUCTURAL FILL MATERIAL

AND PROVIDE A REPORT OF HIS FINDINGS TO THE ARCHITECT/ENGINEER.AND PROVIDE A REPORT OF HIS FINDINGS TO THE ARCHITECT/ENGINEER.AND PROVIDE A REPORT OF HIS FINDINGS TO THE ARCHITECT/ENGINEER.AND PROVIDE A REPORT OF HIS FINDINGS TO THE ARCHITECT/ENGINEER.

4.4.4.4. THE SELECT STRUCTURAL FILL MATERIAL SHALL BE COMPACTED FROM LIFTS NOTTHE SELECT STRUCTURAL FILL MATERIAL SHALL BE COMPACTED FROM LIFTS NOTTHE SELECT STRUCTURAL FILL MATERIAL SHALL BE COMPACTED FROM LIFTS NOTTHE SELECT STRUCTURAL FILL MATERIAL SHALL BE COMPACTED FROM LIFTS NOT

EXCEEDING 9 IN. IN LOOSE THICKNESS TO NOT LESS THAN 95 PERCENT OFEXCEEDING 9 IN. IN LOOSE THICKNESS TO NOT LESS THAN 95 PERCENT OFEXCEEDING 9 IN. IN LOOSE THICKNESS TO NOT LESS THAN 95 PERCENT OFEXCEEDING 9 IN. IN LOOSE THICKNESS TO NOT LESS THAN 95 PERCENT OF

STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OR 70 PERCENTSTANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OR 70 PERCENTSTANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OR 70 PERCENTSTANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OR 70 PERCENT

RELATIVE DENSITY (ASTM D 4253 AND ASTM D 4254), WHICHEVER ACHIEVES THERELATIVE DENSITY (ASTM D 4253 AND ASTM D 4254), WHICHEVER ACHIEVES THERELATIVE DENSITY (ASTM D 4253 AND ASTM D 4254), WHICHEVER ACHIEVES THERELATIVE DENSITY (ASTM D 4253 AND ASTM D 4254), WHICHEVER ACHIEVES THE

GREATER MAXIMUM DRY DENSITY. FILL MATERIAL SHOULD BE PLACED INGREATER MAXIMUM DRY DENSITY. FILL MATERIAL SHOULD BE PLACED INGREATER MAXIMUM DRY DENSITY. FILL MATERIAL SHOULD BE PLACED INGREATER MAXIMUM DRY DENSITY. FILL MATERIAL SHOULD BE PLACED IN

HORIZONTAL LIFTS AT MOISTURE CONTENTS WITHIN 3 PERCENTAGE POINTS OFHORIZONTAL LIFTS AT MOISTURE CONTENTS WITHIN 3 PERCENTAGE POINTS OFHORIZONTAL LIFTS AT MOISTURE CONTENTS WITHIN 3 PERCENTAGE POINTS OFHORIZONTAL LIFTS AT MOISTURE CONTENTS WITHIN 3 PERCENTAGE POINTS OF

THE OPTIMUM WATER CONTENT. STABILITY MUST BE EVIDENT DURINGTHE OPTIMUM WATER CONTENT. STABILITY MUST BE EVIDENT DURINGTHE OPTIMUM WATER CONTENT. STABILITY MUST BE EVIDENT DURINGTHE OPTIMUM WATER CONTENT. STABILITY MUST BE EVIDENT DURING

COMPACTION OF EACH LIFT BEFORE ANY SUBSEQUENT LIFTS OF FILL MATERIALCOMPACTION OF EACH LIFT BEFORE ANY SUBSEQUENT LIFTS OF FILL MATERIALCOMPACTION OF EACH LIFT BEFORE ANY SUBSEQUENT LIFTS OF FILL MATERIALCOMPACTION OF EACH LIFT BEFORE ANY SUBSEQUENT LIFTS OF FILL MATERIAL

ARE ADDED.ARE ADDED.ARE ADDED.ARE ADDED.

5.5.5.5. THE SPECIAL INSPECTOR SHALL PERFORM A MINIMUM OF TWO (2) DENSITY TESTSTHE SPECIAL INSPECTOR SHALL PERFORM A MINIMUM OF TWO (2) DENSITY TESTSTHE SPECIAL INSPECTOR SHALL PERFORM A MINIMUM OF TWO (2) DENSITY TESTSTHE SPECIAL INSPECTOR SHALL PERFORM A MINIMUM OF TWO (2) DENSITY TESTS

OF THE COMPACTED FILL PER LIFT.OF THE COMPACTED FILL PER LIFT.OF THE COMPACTED FILL PER LIFT.OF THE COMPACTED FILL PER LIFT.

5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

BY

AP

PR

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SUITEC

S102

2014-2

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9-2

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#108-2

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TT

IES

BU

RG

CA

MP

US

1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0"S102S102S102S1021111 OVEREXCAVATION BUILDING SECTIONOVEREXCAVATION BUILDING SECTIONOVEREXCAVATION BUILDING SECTIONOVEREXCAVATION BUILDING SECTION

FOUNDATION AND FLOOR FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONFOUNDATION AND FLOOR FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONFOUNDATION AND FLOOR FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONFOUNDATION AND FLOOR FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITION1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"


A1 A3

AC

AB

AA

A2

48' - 0"48' - 0"48' - 0"48' - 0"

13' - 2 23/32"13' - 2 23/32"13' - 2 23/32"13' - 2 23/32" 10' - 3"10' - 3"10' - 3"10' - 3"1' - 6"1' - 6"1' - 6"1' - 6" 23' - 0 9/32"23' - 0 9/32"23' - 0 9/32"23' - 0 9/32"

83' - 10 1/16"

83' - 10 1/16"

83' - 10 1/16"

83' - 10 1/16"

4444

S201S201S201S201

3333

S201S201S201S201

1111

S203S203S203S203

2222

S203S203S203S203

LEDGE

LEDGE

LEDGE

LEDGE

7" BRICK

7" BRICK

7" BRICK

7" BRICK

LEDGELEDGELEDGELEDGE

7" BRICK7" BRICK7" BRICK7" BRICK

LEDGE

LEDGE

LEDGE

LEDGE

7" BRICK

7" BRICK

7" BRICK

7" BRICK

1111

S202S202S202S202

2222

S202S202S202S202

2' - 4"

2' - 4"

2' - 4"

2' - 4"

2' - 4"2' - 4"2' - 4"2' - 4"

2222

S202S202S202S202

2' - 4"

2' - 4"

2' - 4"

2' - 4"

4'-11" B.F.F. TO 3'-4" B.F.F.

4'-11" B.F.F. TO 3'-4" B.F.F.

4'-11" B.F.F. TO 3'-4" B.F.F.

4'-11" B.F.F. TO 3'-4" B.F.F.

TRANS. BOT. OF FOOTING FROM




5555

S201S201S201S201

1111

S201S201S201S201

1111

S201S201S201S201

1' - 8"1' - 8"1' - 8"1' - 8"

1' - 8"

1' - 8"

1' - 8"

1' - 8"

3333

S203S203S203S203

7' - 6"

7' - 6"

7' - 6"

7' - 6"

3' - 9"

3' - 9"

3' - 9"

3' - 9"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

1' - 9"

1' - 9"

1' - 9"

1' - 9"

LEDGE

LEDGE

LEDGE

LEDGE

7" BRICK

7" BRICK

7" BRICK

7" BRICK



2222

S201S201S201S201

2' - 0"2' - 0"2' - 0"2' - 0"

2' - 0"2' - 0"2' - 0"2' - 0"

4444

S201S201S201S201

3333

S202S202S202S202

1:4 SLOPE (5'-4" HORIZ.)




BOT. OF GRADE BEAM

BOT. OF GRADE BEAM

BOT. OF GRADE BEAM

BOT. OF GRADE BEAM

DROPS 1'-4". TRANSITION @




2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0

"2' - 0

"2' - 0

"2' - 0

"

2222

S202S202S202S202

7777

S201S201S201S201

4444

S202S202S202S202

1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"

2' - 0"2' - 0"2' - 0"2' - 0"

16' - 2"16' - 2"16' - 2"16' - 2"

7777

S201S201S201S201

1' - 8"1' - 8"1' - 8"1' - 8"

1' - 8"

1' - 8"

1' - 8"

1' - 8"

7777

S201S201S201S201

7777

S201S201S201S201

1' - 8"

1' - 8"

1' - 8"

1' - 8"

7777

S201S201S201S2011' - 8"1' - 8"1' - 8"1' - 8"

5" CONCRETE SLAB W/5" CONCRETE SLAB W/5" CONCRETE SLAB W/5" CONCRETE SLAB W/

#3 @ 16" O.C. EA. WAY#3 @ 16" O.C. EA. WAY#3 @ 16" O.C. EA. WAY#3 @ 16" O.C. EA. WAY

18' - 0"

18' - 0"

18' - 0"

18' - 0"

34' - 2 1/4"

34' - 2 1/4"

34' - 2 1/4"

34' - 2 1/4"

14' - 6 3/32"

14' - 6 3/32"

14' - 6 3/32"

14' - 6 3/32"

14' - 0 31/32"

14' - 0 31/32"

14' - 0 31/32"

14' - 0 31/32"

8" RECESS8" RECESS8" RECESS8" RECESS

4' - 0"4' - 0"4' - 0"4' - 0"

WIDEN GRADE BEAM TOWIDEN GRADE BEAM TOWIDEN GRADE BEAM TOWIDEN GRADE BEAM TO

4'-0" x 4'-0" W/ #6 @ 9" O.C.4'-0" x 4'-0" W/ #6 @ 9" O.C.4'-0" x 4'-0" W/ #6 @ 9" O.C.4'-0" x 4'-0" W/ #6 @ 9" O.C.

TOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOM

8" RECESS

8" RECESS

8" RECESS

8" RECESS

2' - 4"2' - 4"2' - 4"2' - 4"

5555

S201S201S201S201

2' - 4"

2' - 4"

2' - 4"

2' - 4"

LEDGE

LEDGE

LEDGE

LEDGE

7" BRICK

7" BRICK

7" BRICK

7" BRICK

6666

S201S201S201S201

OF GRADE BEAMOF GRADE BEAMOF GRADE BEAMOF GRADE BEAM

TRANSITION BOT.TRANSITION BOT.TRANSITION BOT.TRANSITION BOT.

*F.F. = 214.17'*F.F. = 214.17'*F.F. = 214.17'*F.F. = 214.17'

*F.F. = 216.1'*F.F. = 216.1'*F.F. = 216.1'*F.F. = 216.1'

5555

S202S202S202S202

3' - 7"

3' - 7"

3' - 7"

3' - 7"

1' - 3"

1' - 3"

1' - 3"

1' - 3"

1' - 2"

1' - 2"

1' - 2"

1' - 2" 1' -

2"1' -

2"1' -

2"1' -

2"



3' - 7"

3' - 7"

3' - 7"

3' - 7"

1' - 3"

1' - 3"

1' - 3"

1' - 3"

1' - 2"

1' - 2"

1' - 2"

1' - 2"

T.O. FOOTING =T.O. FOOTING =T.O. FOOTING =T.O. FOOTING =

+212.8'+212.8'+212.8'+212.8'


+212.8'+212.8'+212.8'+212.8'6666

S202S202S202S202

SEE CIVIL FORSEE CIVIL FORSEE CIVIL FORSEE CIVIL FOR

HANDICAP RAMPHANDICAP RAMPHANDICAP RAMPHANDICAP RAMP

31' - 7 13/16"

31' - 7 13/16"

31' - 7 13/16"

31' - 7 13/16"

8"8"8"8"

8"

8"

8"8"

1' - 3" WALL1' - 3" WALL1' - 3" WALL1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL

1' - 3" WALL


+212.77'+212.77'+212.77'+212.77'


+212.77'+212.77'+212.77'+212.77'

8" TYP.8" TYP.8" TYP.8" TYP.

TYP.TYP.TYP.TYP.

8" WALL8" WALL8" WALL8" WALL

4444

S203S203S203S203


+214.00'+214.00'+214.00'+214.00'

SEE FOOTING TRANSITIONSEE FOOTING TRANSITIONSEE FOOTING TRANSITIONSEE FOOTING TRANSITION

DETAIL ON S202DETAIL ON S202DETAIL ON S202DETAIL ON S202

8888

S202S202S202S202

ARCH.

ARCH.

ARCH.

ARCH.

SEE

SEE

SEE

SEE

SEE ARCH.SEE ARCH.SEE ARCH.SEE ARCH.

1' - 1 13/16"1' - 1 13/16"1' - 1 13/16"1' - 1 13/16"

C1C1C1C1F5.0F5.0F5.0F5.0

C3C3C3C3F5.0F5.0F5.0F5.0C2C2C2C2F4.0F4.0F4.0F4.0

C4C4C4C4 C5C5C5C5

1' - 8"

1' - 8"

1' - 8"

1' - 8"

1' - 3 5/8"

1' - 3 5/8"

1' - 3 5/8"

1' - 3 5/8"

4' - 0"

4' - 0"

4' - 0"

4' - 0"

15' - 8"15' - 8"15' - 8"15' - 8"16' - 11"16' - 11"16' - 11"16' - 11"

16' - 3"

16' - 3"

16' - 3"

16' - 3"

16' - 8"

16' - 8"

16' - 8"

16' - 8"

15' - 7"

15' - 7"

15' - 7"

15' - 7"

C.J.C.J.C.J.C.J.

C.J.C.J.C.J.C.J.

C.J.C.J.C.J.C.J.

1' - 8"

1' - 8"

1' - 8"

1' - 8"

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.C.J.C.J.C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J. 12' - 1"12' - 1"12' - 1"12' - 1"

6"6"6"6"

59' - 2 3/8" (VERIFY W/ ARCH.)59' - 2 3/8" (VERIFY W/ ARCH.)59' - 2 3/8" (VERIFY W/ ARCH.)59' - 2 3/8" (VERIFY W/ ARCH.)

NOTES:NOTES:NOTES:NOTES:

1.1.1.1. CONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWN

ON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTS

EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.

****

2.2.2.2. THE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTS

SHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURAL

(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION AND/OR SHOP(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION AND/OR SHOP(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION AND/OR SHOP(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION AND/OR SHOP

DRAWING SUBMITTALS.DRAWING SUBMITTALS.DRAWING SUBMITTALS.DRAWING SUBMITTALS.

5/19/17




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ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

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SUITEC

S103

2014-2

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MM

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FLR

FR

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#108-2

81 G

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ROOF FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONROOF FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONROOF FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITIONROOF FRAMING PLAN - COMMERCIAL KITCHEN / DINING ADDITION1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"


A1 A3

AC

AB

AA

A2

48' - 0"48' - 0"48' - 0"48' - 0"

13' - 2 23/32"13' - 2 23/32"13' - 2 23/32"13' - 2 23/32" 10' - 3"10' - 3"10' - 3"10' - 3"1' - 6"1' - 6"1' - 6"1' - 6" 23' - 0 9/32"23' - 0 9/32"23' - 0 9/32"23' - 0 9/32"

SPLICESPLICESPLICESPLICE

3' - 0"3' - 0"3' - 0"3' - 0"

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

W16x50

W16x50

W16x50

W16x50

12K1

12K1

12K1

12K1

6"

6"

6"6"

6"

6"

6"6"

12K3

12K3

12K3

12K3

12K112K112K112K1

12K112K112K112K1

14K4

14K4

14K4

14K4

2 ROWS

2 ROWS

2 ROWS

2 ROWS

BRIDGING

BRIDGING

BRIDGING

BRIDGING

2 ROWS

2 ROWS

2 ROWS

2 ROWS

BRIDGING

BRIDGING

BRIDGING

BRIDGING

2 ROWS

2 ROWS

2 ROWS

2 ROWS

BRIDGING

BRIDGING

BRIDGING

BRIDGING

6"

6"

6"6"

1 1/2" METAL

1 1/2" METAL

1 1/2" METAL

1 1/2" METAL

DECK SPAN

DECK SPAN

DECK SPAN

DECK SPAN

W14x26W14x26W14x26W14x26

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

HSS14x4x1/4

F.R. MOMENTF.R. MOMENTF.R. MOMENTF.R. MOMENT

CONN.@ SPLICECONN.@ SPLICECONN.@ SPLICECONN.@ SPLICE

GROUT CMU WALL SOLIDGROUT CMU WALL SOLIDGROUT CMU WALL SOLIDGROUT CMU WALL SOLID

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

1' - 11"

1' - 11"

1' - 11"

1' - 11"

W16x50W16x50W16x50W16x50W10x26W10x26W10x26W10x26

HSS6x6x3/8 COLUMNSHSS6x6x3/8 COLUMNSHSS6x6x3/8 COLUMNSHSS6x6x3/8 COLUMNS

@ 5 LOCATIONS@ 5 LOCATIONS@ 5 LOCATIONS@ 5 LOCATIONS

JOIST BEARING

JOIST BEARING

JOIST BEARING

JOIST BEARING

= 13' - 8 1/2"

= 13' - 8 1/2"

= 13' - 8 1/2"

= 13' - 8 1/2"

(ABOVE F.F. @ KITCHEN)




JOIST BEARING

JOIST BEARING

JOIST BEARING

JOIST BEARING

= +13' - 8 1/2"

= +13' - 8 1/2"

= +13' - 8 1/2"

= +13' - 8 1/2"

BEAM BEARING = 12' - 8"








3333

S302S302S302S302

M1M1M1M1 M1M1M1M1

W10x26W10x26W10x26W10x26W10x26W10x26W10x26W10x26

CONCRETE WALL BELOWCONCRETE WALL BELOWCONCRETE WALL BELOWCONCRETE WALL BELOW

W14x26W14x26W14x26W14x26

W14x26W14x26W14x26W14x26

W14x26W14x26W14x26W14x26

W14x26W14x26W14x26W14x26

W14x26W14x26W14x26W14x26

W14x26W14x26W14x26W14x26

4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 4' - 0"4' - 0"4' - 0"4' - 0"

L2x2x1/4 BRACING, TYP.L2x2x1/4 BRACING, TYP.L2x2x1/4 BRACING, TYP.L2x2x1/4 BRACING, TYP.

L6x6x3/8 BRICKL6x6x3/8 BRICKL6x6x3/8 BRICKL6x6x3/8 BRICK

VENEER LOOSEVENEER LOOSEVENEER LOOSEVENEER LOOSE

LINTELLINTELLINTELLINTEL

2222

S302S302S302S302

SEE CMU LINTELSEE CMU LINTELSEE CMU LINTELSEE CMU LINTEL

SCHEDULE, TYP.SCHEDULE, TYP.SCHEDULE, TYP.SCHEDULE, TYP.

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

6 SPA. @ 5' - 0" = 30' - 0"

6 SPA. @ 5' - 0" = 30' - 0"

6 SPA. @ 5' - 0" = 30' - 0"

6 SPA. @ 5' - 0" = 30' - 0"

W10x26

W10x26

W10x26

W10x26

W10x26

W10x26

W10x26

W10x26

14' - 6 3/32"

14' - 6 3/32"

14' - 6 3/32"

14' - 6 3/32"

83' - 10 1/16"

83' - 10 1/16"

83' - 10 1/16"

83' - 10 1/16"

31' - 7 13/16"

31' - 7 13/16"

31' - 7 13/16"

31' - 7 13/16"

34' - 2 1/4"

34' - 2 1/4"

34' - 2 1/4"

34' - 2 1/4"

18' - 0"

18' - 0"

18' - 0"

18' - 0"

1' - 9"

1' - 9"

1' - 9"

1' - 9"

1111

S302S302S302S302

1111

S303S303S303S303

2222

S303S303S303S303

3333

S303S303S303S303

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

2 ROWS BRIDGING

4444

S303S303S303S303

4444

S303S303S303S303

4' - 0"4' - 0"4' - 0"4' - 0"

JOIST BEARING =JOIST BEARING =JOIST BEARING =JOIST BEARING =

+13' - 8 1/2"+13' - 8 1/2"+13' - 8 1/2"+13' - 8 1/2"

(VERIFY W/ ARCH.)(VERIFY W/ ARCH.)(VERIFY W/ ARCH.)(VERIFY W/ ARCH.)

5555

S303S303S303S303


6666

S303S303S303S303

1111

S304S304S304S304

2222

S304S304S304S304

3333

S304S304S304S304

14' - 0 31/32"

14' - 0 31/32"

14' - 0 31/32"

14' - 0 31/32"


4' - 11"

4' - 11"

4' - 11"

4' - 11"4' - 11"

4' - 11"

4' - 11"

4' - 11"4' - 10"

4' - 10"

4' - 10"

4' - 10"4' - 10"

4' - 10"

4' - 10"

4' - 10"4' - 5"

4' - 5"

4' - 5"

4' - 5"

4' - 8 1/16"

4' - 8 1/16"

4' - 8 1/16"

4' - 8 1/16"


1.1.1.1. CONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWNCONTRACTOR: VERIFY FINISH FLOOR (F.F.) ELEVATIONS WITH THOSE SHOWN

ON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTSON ARCHITECTURAL AND CIVIL PRIOR TO CONSTRUCTION. IF ANY CONFLICTS

EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.EXIST, NOTIFY ARCHITECT IMMEDIATELY.

****

2.2.2.2. THE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTSTHE CONTRACTOR IS TO VERIFY DIMENSIONS TO FOUNDATION ELEMENTS

SHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURALSHOWN ON THIS SHEET WITH DIMENSIONS SHOWN ON ARCHITECTURAL

(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION.(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION.(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION.(INCLUDING COLUMN GRIDS) PRIOR TO CONSTRUCTION.


5/19/17




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SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

BY

AP

PR

OV

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BY

SUITEC

S104

2014-2

9

05-1

9-2

017

MM

D

HG

D

RO

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FR

AM

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PLA

N -

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CH

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AD

DIT

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GS

#108-2

81 G

RE

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ALL R

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OV

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UN

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RS

ITY

OF

SO

UT

HE

RN

MIS

SIS

SIP

PI

HA

TT

IES

BU

RG

CA

MP

US

* 9' - 4" CLEAR PER EXIST DRAW




EXISTING ELEVATOR PIT FRAMING PLANEXISTING ELEVATOR PIT FRAMING PLANEXISTING ELEVATOR PIT FRAMING PLANEXISTING ELEVATOR PIT FRAMING PLAN1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"

15

* 2"* 2"* 2"* 2"

* 6' - 2" CLEAR PER EXISTING DRAWINGS* 6' - 2" CLEAR PER EXISTING DRAWINGS* 6' - 2" CLEAR PER EXISTING DRAWINGS* 6' - 2" CLEAR PER EXISTING DRAWINGS* 8"* 8"* 8"* 8"* 8"* 8"* 8"* 8"* 6"* 6"* 6"* 6"

* 8"* 8"* 8"* 8"

E

D

* 8"

* 8"

* 8"

* 8"

OUTSIDE FACE OFOUTSIDE FACE OFOUTSIDE FACE OFOUTSIDE FACE OF

14" WIDE GRADE BEAM14" WIDE GRADE BEAM14" WIDE GRADE BEAM14" WIDE GRADE BEAM

* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.

PILE CAP

PILE CAP

PILE CAP

PILE CAP

* 3" TO CL OF

* 3" TO CL OF

* 3" TO CL OF

* 3" TO CL OF

BEAM

BEAM

BEAM

BEAM

* 1' - 0" GRADE

* 1' - 0" GRADE

* 1' - 0" GRADE

* 1' - 0" GRADE

W.P. OF PILE CAPW.P. OF PILE CAPW.P. OF PILE CAPW.P. OF PILE CAP

EXISTING PILE CAPEXISTING PILE CAPEXISTING PILE CAPEXISTING PILE CAP

EXISTING PIEREXISTING PIEREXISTING PIEREXISTING PIER

*20"/56"*20"/56"*20"/56"*20"/56"

FACE OF 8" WALL

FACE OF 8" WALL

FACE OF 8" WALL

FACE OF 8" WALL

* 8 1/2" GRID E TO INSIDE





*22"/62"*22"/62"*22"/62"*22"/62"

OUTSIDE FACEOUTSIDE FACEOUTSIDE FACEOUTSIDE FACE

OF 8" WALLOF 8" WALLOF 8" WALLOF 8" WALL


*20"/60"*20"/60"*20"/60"*20"/60"

* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS


*20"/60"*20"/60"*20"/60"*20"/60" EXISTING PLANS

EXISTING PLANS

EXISTING PLANS

EXISTING PLANS

* 4 1/2" PER

* 4 1/2" PER

* 4 1/2" PER

* 4 1/2" PER

EXISTING PLANS

EXISTING PLANS

EXISTING PLANS

EXISTING PLANS

* 3 1/2" PER

* 3 1/2" PER

* 3 1/2" PER

* 3 1/2" PER

* 8"

* 8"

* 8"

* 8"

EXISTING ELEVATOR FRAMING PLAN@ 2ND AND 3RD LVLEXISTING ELEVATOR FRAMING PLAN@ 2ND AND 3RD LVLEXISTING ELEVATOR FRAMING PLAN@ 2ND AND 3RD LVLEXISTING ELEVATOR FRAMING PLAN@ 2ND AND 3RD LVL1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"

15

E

D

* 8"

* 8"

* 8"

* 8"

* 1' - 2"

* 1' - 2"

* 1' - 2"

* 1' - 2"


CONCRETE BEAMCONCRETE BEAMCONCRETE BEAMCONCRETE BEAM

* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.



* 8"

* 8"

* 8"

* 8"

EXISTING B10EXISTING B10EXISTING B10EXISTING B10

BEAM 18 @ 2ND AND 3RD LVLBEAM 18 @ 2ND AND 3RD LVLBEAM 18 @ 2ND AND 3RD LVLBEAM 18 @ 2ND AND 3RD LVL

16" WIDE16" WIDE16" WIDE16" WIDE

* 16" DEEP

* 16" DEEP

* 16" DEEP

* 16" DEEP

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

5 1/2"

5 1/2"

5 1/2"

5 1/2"


*13 1/ 2" DEEP

*13 1/ 2" DEEP

*13 1/ 2" DEEP

*13 1/ 2" DEEP

* 2' - 6" PER PLAN

* 2' - 6" PER PLAN

* 2' - 6" PER PLAN

* 2' - 6" PER PLAN

1' - 3"1' - 3"1' - 3"1' - 3"

*13 1/2" OR 16" DEEP

*13 1/2" OR 16" DEEP

*13 1/2" OR 16" DEEP

*13 1/2" OR 16" DEEP

* 1' - 4" PER PLANS

* 1' - 4" PER PLANS

* 1' - 4" PER PLANS

* 1' - 4" PER PLANS

NOT AT 3RD LVLNOT AT 3RD LVLNOT AT 3RD LVLNOT AT 3RD LVL

5 1/2"

5 1/2"

5 1/2"

5 1/2"

GB4 =10" WIDEGB4 =10" WIDEGB4 =10" WIDEGB4 =10" WIDE

X 1'-9 1/2" @X 1'-9 1/2" @X 1'-9 1/2" @X 1'-9 1/2" @

DEPRESSIONDEPRESSIONDEPRESSIONDEPRESSION

10"

10"

10"

10"

G.B

G.B

G.B

G.B

* 1' - 2" WIDE

* 1' - 2" WIDE

* 1' - 2" WIDE

* 1' - 2" WIDE

*13 1/2" DEEP*13 1/2" DEEP*13 1/2" DEEP*13 1/2" DEEP

* 1' - 4" PER PLAN* 1' - 4" PER PLAN* 1' - 4" PER PLAN* 1' - 4" PER PLAN

B20B20B20B20

EXISTING ELEVATOR FRAMING PLAN@ ROOF LVLEXISTING ELEVATOR FRAMING PLAN@ ROOF LVLEXISTING ELEVATOR FRAMING PLAN@ ROOF LVLEXISTING ELEVATOR FRAMING PLAN@ ROOF LVL1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"

15

E

D

* 8"

* 8"

* 8"

* 8"


CONCRETE BEAMCONCRETE BEAMCONCRETE BEAMCONCRETE BEAMOUTSIDE FACEOUTSIDE FACEOUTSIDE FACEOUTSIDE FACE


* 8"

* 8"

* 8"

* 8"

BEAM 30BEAM 30BEAM 30BEAM 30

* 16" DEEP

* 16" DEEP

* 16" DEEP

* 16" DEEP

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

* 1' - 9" PER PLANS

5 1/2"

5 1/2"

5 1/2"

5 1/2"


*13 1/ 2" DEEP

*13 1/ 2" DEEP

*13 1/ 2" DEEP

*13 1/ 2" DEEP

* 2' - 0" PER PLAN

* 2' - 0" PER PLAN

* 2' - 0" PER PLAN

* 2' - 0" PER PLAN

1' - 3"1' - 3"1' - 3"1' - 3"

16" DEEP

16" DEEP

16" DEEP

16" DEEP

* 1' - 0" PER PLANS

* 1' - 0" PER PLANS

* 1' - 0" PER PLANS

* 1' - 0" PER PLANS

5 1/2"

5 1/2"

5 1/2"

5 1/2"

PER PLANS (*16" DEEP)PER PLANS (*16" DEEP)PER PLANS (*16" DEEP)PER PLANS (*16" DEEP)

* 1' - 0" EXISTING BEAM* 1' - 0" EXISTING BEAM* 1' - 0" EXISTING BEAM* 1' - 0" EXISTING BEAM

B26B26B26B26

NEW ELEVATOR PIT FRAMING PLANNEW ELEVATOR PIT FRAMING PLANNEW ELEVATOR PIT FRAMING PLANNEW ELEVATOR PIT FRAMING PLAN1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"1/2" = 1'-0"

15

E

D

* 8"

* 8"

* 8"

* 8"



* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.

* 1 1/2" E.J.

FACE OF 8" WALL

FACE OF 8" WALL

FACE OF 8" WALL

FACE OF 8" WALL







* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS* 7' - 0" PER EXISTING PLANS

* 8"

* 8"

* 8"

* 8"

9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY

7' - 4" NEW ELEV. HOISTWAY




GB4 =10" WIDEGB4 =10" WIDEGB4 =10" WIDEGB4 =10" WIDE

X 1'-9 1/2" @X 1'-9 1/2" @X 1'-9 1/2" @X 1'-9 1/2" @

DEPRESSIONDEPRESSIONDEPRESSIONDEPRESSION

8"8"8"8"

NEW PIER 18/54NEW PIER 18/54NEW PIER 18/54NEW PIER 18/54

SEE HELICALSEE HELICALSEE HELICALSEE HELICAL

PIER NOTESPIER NOTESPIER NOTESPIER NOTES



2' - 8"2' - 8"2' - 8"2' - 8"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 6"





NEW PIER 20/60NEW PIER 20/60NEW PIER 20/60NEW PIER 20/60

SAW-CUT EXISTING PITSAW-CUT EXISTING PITSAW-CUT EXISTING PITSAW-CUT EXISTING PIT

WALL HEREWALL HEREWALL HEREWALL HERE

SAW-CUT EXISTING PITSAW-CUT EXISTING PITSAW-CUT EXISTING PITSAW-CUT EXISTING PIT


1' - 4"

1' - 4"

1' - 4"

1' - 4"

REMOVE WALLREMOVE WALLREMOVE WALLREMOVE WALL

3' - 4"

3' - 4"

3' - 4"

3' - 4"

3' - 8"

3' - 8"

3' - 8"

3' - 8"

1' - 2 1/2"

1' - 2 1/2"

1' - 2 1/2"

1' - 2 1/2"

1' - 8"1' - 8"1' - 8"1' - 8"

1' - 8"

1' - 8"

1' - 8"

1' - 8"

8"

8"

8"8"

1' - 2"

1' - 2"

1' - 2"

1' - 2"










SAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAM

B20 HEREB20 HEREB20 HEREB20 HERE

SAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAMSAW-CUT EXISTING BEAM

B10 HEREB10 HEREB10 HEREB10 HERE

EXISTING BEAMEXISTING BEAMEXISTING BEAMEXISTING BEAM

EXISTING BEAMEXISTING BEAMEXISTING BEAMEXISTING BEAM


BELOWBELOWBELOWBELOW

W8x31 HOIST BEAM

W8x31 HOIST BEAM

W8x31 HOIST BEAM

W8x31 HOIST BEAM

EMBEDED PLATE 8"x8"x1/2"EMBEDED PLATE 8"x8"x1/2"EMBEDED PLATE 8"x8"x1/2"EMBEDED PLATE 8"x8"x1/2"

W/ 4~ 1/2" DIA. X 6" LG.W/ 4~ 1/2" DIA. X 6" LG.W/ 4~ 1/2" DIA. X 6" LG.W/ 4~ 1/2" DIA. X 6" LG.

STUDS. WELD DOUBLESTUDS. WELD DOUBLESTUDS. WELD DOUBLESTUDS. WELD DOUBLE

ANGLE CONNECTIONANGLE CONNECTIONANGLE CONNECTIONANGLE CONNECTION

TO BEAM. TYP. EA. ENDTO BEAM. TYP. EA. ENDTO BEAM. TYP. EA. ENDTO BEAM. TYP. EA. END

W8x35 W/ 1/2" DIA. X 12" LG. HEADED STUDS @

12" O.C.


12" O.C.


12" O.C.


12" O.C.

W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.

X 12" LG. HEADEDX 12" LG. HEADEDX 12" LG. HEADEDX 12" LG. HEADED

STUDS @ 12" O.C.STUDS @ 12" O.C.STUDS @ 12" O.C.STUDS @ 12" O.C.

W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.W8x35 W/ 1/2" DIA.

X 12" LG. HEADEDX 12" LG. HEADEDX 12" LG. HEADEDX 12" LG. HEADED

STUDS @ 12" O.C.STUDS @ 12" O.C.STUDS @ 12" O.C.STUDS @ 12" O.C.

1/2" PLATE 8" x 8" W/ 4~ 5/8" DIA. EPOXIED1/2" PLATE 8" x 8" W/ 4~ 5/8" DIA. EPOXIED1/2" PLATE 8" x 8" W/ 4~ 5/8" DIA. EPOXIED1/2" PLATE 8" x 8" W/ 4~ 5/8" DIA. EPOXIED

THREADED HAS RODS. EMBED 6"THREADED HAS RODS. EMBED 6"THREADED HAS RODS. EMBED 6"THREADED HAS RODS. EMBED 6"

INTO EXISTING WALL). WELD DOUBLEINTO EXISTING WALL). WELD DOUBLEINTO EXISTING WALL). WELD DOUBLEINTO EXISTING WALL). WELD DOUBLE

ANGLE CONNECTION TO BEAM. TYPICALANGLE CONNECTION TO BEAM. TYPICALANGLE CONNECTION TO BEAM. TYPICALANGLE CONNECTION TO BEAM. TYPICAL

5' - 5"5' - 5"5' - 5"5' - 5"

5' - 5"5' - 5"5' - 5"5' - 5"1' - 2"

1' - 2"

1' - 2"

1' - 2"

8"

8"

8"8"

8' - 8"

8' - 8"

8' - 8"

8' - 8"

8' - 8"

8' - 8"

8' - 8"

8' - 8"

5' - 7"5' - 7"5' - 7"5' - 7"

4"4"4"4"

1111

S205S205S205S205

2222

S205S205S205S205

2222

S205S205S205S205

2222

S205S205S205S2059' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY 8"8"8"8"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"1' - 0"1' - 0"1' - 0"

1' - 2"

1' - 2"

1' - 2"

1' - 2"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1111

S206S206S206S206

1111

S206S206S206S206

1111

S206S206S206S206

DRILL AND EPOXY #6 INTODRILL AND EPOXY #6 INTODRILL AND EPOXY #6 INTODRILL AND EPOXY #6 INTO

EXISTING CONC. WALL W/EXISTING CONC. WALL W/EXISTING CONC. WALL W/EXISTING CONC. WALL W/

HILTI HIT-RE 500 EPOXYHILTI HIT-RE 500 EPOXYHILTI HIT-RE 500 EPOXYHILTI HIT-RE 500 EPOXY

ADHESIVE ANCHORING SYSTEM.ADHESIVE ANCHORING SYSTEM.ADHESIVE ANCHORING SYSTEM.ADHESIVE ANCHORING SYSTEM.

FOLLOW ALL MANUFACTURERFOLLOW ALL MANUFACTURERFOLLOW ALL MANUFACTURERFOLLOW ALL MANUFACTURER

DIRECTIONS AND SPECIFICATIONSDIRECTIONS AND SPECIFICATIONSDIRECTIONS AND SPECIFICATIONSDIRECTIONS AND SPECIFICATIONS

(6" MINIMUM EMBED)(6" MINIMUM EMBED)(6" MINIMUM EMBED)(6" MINIMUM EMBED)

DRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTING

CONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXY

ADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALL

MANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS AND

SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)

DRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTINGDRILL AND EPOXY #6 INTO EXISTING

CONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXYCONC. WALL W/ HILTI HIT-RE 500 EPOXY

ADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALLADHESIVE ANCHORING SYSTEM. FOLLOW ALL

MANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS ANDMANUFACTURER DIRECTIONS AND

SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)SPECIFICATIONS. (6" MINIMUM EMBED)

#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.

FROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVL


FROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVLFROM PIT BASE TO ROOF LVL


PIT SLAB, TYP.PIT SLAB, TYP.PIT SLAB, TYP.PIT SLAB, TYP.

SEE 2/S206SEE 2/S206SEE 2/S206SEE 2/S206

ELEVATOR CONSTRUCTION NOTES:ELEVATOR CONSTRUCTION NOTES:ELEVATOR CONSTRUCTION NOTES:ELEVATOR CONSTRUCTION NOTES:

1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF

THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS OR

COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL

SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS

SHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY

NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

2.2.2.2. SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.

****

5/19/17




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SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

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8" & 12" CMU LINTEL SCHEDULE8" & 12" CMU LINTEL SCHEDULE8" & 12" CMU LINTEL SCHEDULE8" & 12" CMU LINTEL SCHEDULE

TYPETYPETYPETYPE CLEAR SPANCLEAR SPANCLEAR SPANCLEAR SPAN DEPTHDEPTHDEPTHDEPTH REINFORCINGREINFORCINGREINFORCINGREINFORCING NOTENOTENOTENOTE

8x8 CMU8x8 CMU8x8 CMU8x8 CMU 0'-0" - 4'-0"0'-0" - 4'-0"0'-0" - 4'-0"0'-0" - 4'-0" 8"8"8"8" 2 #5 BOTTOM2 #5 BOTTOM2 #5 BOTTOM2 #5 BOTTOM


8x16 CONC.8x16 CONC.8x16 CONC.8x16 CONC. 9'-1" - 12'-0"9'-1" - 12'-0"9'-1" - 12'-0"9'-1" - 12'-0" 16"16"16"16" 2 #5 TOP & BOT. W/#32 #5 TOP & BOT. W/#32 #5 TOP & BOT. W/#32 #5 TOP & BOT. W/#3

8x24 CONC.8x24 CONC.8x24 CONC.8x24 CONC. 12'-1" - 15'-0"12'-1" - 15'-0"12'-1" - 15'-0"12'-1" - 15'-0" 24"24"24"24" 2 #7 TOP & BOT. W/#32 #7 TOP & BOT. W/#32 #7 TOP & BOT. W/#32 #7 TOP & BOT. W/#3

@ 8" O.C.@ 8" O.C.@ 8" O.C.@ 8" O.C.

@ 8" O.C.@ 8" O.C.@ 8" O.C.@ 8" O.C.

NOTE 1.NOTE 1.NOTE 1.NOTE 1.

NOTE 1.NOTE 1.NOTE 1.NOTE 1.

CMU LINTEL NOTES:CMU LINTEL NOTES:CMU LINTEL NOTES:CMU LINTEL NOTES: 1.1.1.1. CONC. = LINTEL CONSTRUCTED OF 4000 PSI CONCRETE.CONC. = LINTEL CONSTRUCTED OF 4000 PSI CONCRETE.CONC. = LINTEL CONSTRUCTED OF 4000 PSI CONCRETE.CONC. = LINTEL CONSTRUCTED OF 4000 PSI CONCRETE.

SEE CONCRETE LINTEL DETAIL.SEE CONCRETE LINTEL DETAIL.SEE CONCRETE LINTEL DETAIL.SEE CONCRETE LINTEL DETAIL.

2.2.2.2. PROVIDE 8" MINIMUM BEARING FOR 8" DEPTH LINTELS.PROVIDE 8" MINIMUM BEARING FOR 8" DEPTH LINTELS.PROVIDE 8" MINIMUM BEARING FOR 8" DEPTH LINTELS.PROVIDE 8" MINIMUM BEARING FOR 8" DEPTH LINTELS.

PROVIDE 16" MINIMUM BEARING FOR 16" DEPTH LINTELS.PROVIDE 16" MINIMUM BEARING FOR 16" DEPTH LINTELS.PROVIDE 16" MINIMUM BEARING FOR 16" DEPTH LINTELS.PROVIDE 16" MINIMUM BEARING FOR 16" DEPTH LINTELS.

3.3.3.3. EXTEND LINTEL REINFORCING A MINIMUM OF 48" @ EA.EXTEND LINTEL REINFORCING A MINIMUM OF 48" @ EA.EXTEND LINTEL REINFORCING A MINIMUM OF 48" @ EA.EXTEND LINTEL REINFORCING A MINIMUM OF 48" @ EA.

SIDE OF OPENING OR TO VERT. CONTRACTION JOINT.SIDE OF OPENING OR TO VERT. CONTRACTION JOINT.SIDE OF OPENING OR TO VERT. CONTRACTION JOINT.SIDE OF OPENING OR TO VERT. CONTRACTION JOINT.

16" BOND BEAM16" BOND BEAM16" BOND BEAM16" BOND BEAM

W/ #5 TOP & BOT.W/ #5 TOP & BOT.W/ #5 TOP & BOT.W/ #5 TOP & BOT.

EXTEND VERT. REINF.EXTEND VERT. REINF.EXTEND VERT. REINF.EXTEND VERT. REINF.

INTO BOND BEAMINTO BOND BEAMINTO BOND BEAMINTO BOND BEAM

8" CMU8" CMU8" CMU8" CMU

W1.7 LADDER JOINT REINF.W1.7 LADDER JOINT REINF.W1.7 LADDER JOINT REINF.W1.7 LADDER JOINT REINF.

@ 16" O.C. MAXIMUM@ 16" O.C. MAXIMUM@ 16" O.C. MAXIMUM@ 16" O.C. MAXIMUM

PROVIDE STANDARD HOOK IF NOPROVIDE STANDARD HOOK IF NOPROVIDE STANDARD HOOK IF NOPROVIDE STANDARD HOOK IF NO

GRADE BEAM BELOW CMUGRADE BEAM BELOW CMUGRADE BEAM BELOW CMUGRADE BEAM BELOW CMU

#5 DOWEL MATCHING SPACING#5 DOWEL MATCHING SPACING#5 DOWEL MATCHING SPACING#5 DOWEL MATCHING SPACING

OF VERTICAL REINFORCING X 4'-6" LG.OF VERTICAL REINFORCING X 4'-6" LG.OF VERTICAL REINFORCING X 4'-6" LG.OF VERTICAL REINFORCING X 4'-6" LG.

GROUT CELLS W/ REINFORCING.GROUT CELLS W/ REINFORCING.GROUT CELLS W/ REINFORCING.GROUT CELLS W/ REINFORCING.

GRADE BEAM SIZE AND REINFORCINGGRADE BEAM SIZE AND REINFORCINGGRADE BEAM SIZE AND REINFORCINGGRADE BEAM SIZE AND REINFORCING

VARIES. SEE PLAN AND SECTION CUTVARIES. SEE PLAN AND SECTION CUTVARIES. SEE PLAN AND SECTION CUTVARIES. SEE PLAN AND SECTION CUT

FOR ACTUAL GRADE BEAM SIZE ANDFOR ACTUAL GRADE BEAM SIZE ANDFOR ACTUAL GRADE BEAM SIZE ANDFOR ACTUAL GRADE BEAM SIZE AND

REINFORCING REQUIREMENTS.REINFORCING REQUIREMENTS.REINFORCING REQUIREMENTS.REINFORCING REQUIREMENTS.

BOTTOMBOTTOMBOTTOMBOTTOM

REINF.REINF.REINF.REINF.

CMU TYPECMU TYPECMU TYPECMU TYPE CONCRETE TYPECONCRETE TYPECONCRETE TYPECONCRETE TYPE

TOPTOPTOPTOP




STIRRUP PERSTIRRUP PERSTIRRUP PERSTIRRUP PER

SCHEDULE,SCHEDULE,SCHEDULE,SCHEDULE,DEPTH

DEPTH

DEPTH

DEPTH

WIDTHWIDTHWIDTHWIDTH

CONT. HORIZ JOINT REINF., TYP.CONT. HORIZ JOINT REINF., TYP.CONT. HORIZ JOINT REINF., TYP.CONT. HORIZ JOINT REINF., TYP.

CMU WALL SEC.

CMU WALL SEC.

CMU WALL SEC.

CMU WALL SEC.

REINF. SPACING

REINF. SPACING

REINF. SPACING

REINF. SPACING

SEE TYPICAL

SEE TYPICAL

SEE TYPICAL

SEE TYPICAL

FULL MASONRYFULL MASONRYFULL MASONRYFULL MASONRY

BOND AT CORNERSBOND AT CORNERSBOND AT CORNERSBOND AT CORNERS

FACTORY FAB. CORNERFACTORY FAB. CORNERFACTORY FAB. CORNERFACTORY FAB. CORNER

HORIZ. JOINT REINF.HORIZ. JOINT REINF.HORIZ. JOINT REINF.HORIZ. JOINT REINF.(SEE TYP. CMU WALL SECT.(SEE TYP. CMU WALL SECT.(SEE TYP. CMU WALL SECT.(SEE TYP. CMU WALL SECT.

REINF. SPACINGREINF. SPACINGREINF. SPACINGREINF. SPACING

3 #5 BARS VERT. AT3 #5 BARS VERT. AT3 #5 BARS VERT. AT3 #5 BARS VERT. AT

CORNERS, TYP.CORNERS, TYP.CORNERS, TYP.CORNERS, TYP.

FACTORY FAB. TEEFACTORY FAB. TEEFACTORY FAB. TEEFACTORY FAB. TEE

HORIZ. JOINT REINF.HORIZ. JOINT REINF.HORIZ. JOINT REINF.HORIZ. JOINT REINF.

4 #5 BARS VERT. AT4 #5 BARS VERT. AT4 #5 BARS VERT. AT4 #5 BARS VERT. AT

INTERSECTIONS, TYP.INTERSECTIONS, TYP.INTERSECTIONS, TYP.INTERSECTIONS, TYP.

(SEE TYP. CMU WALL SECT.)(SEE TYP. CMU WALL SECT.)(SEE TYP. CMU WALL SECT.)(SEE TYP. CMU WALL SECT.)


REINF. BAR(S) TOREINF. BAR(S) TOREINF. BAR(S) TOREINF. BAR(S) TO

MATCH HORIZ. REINF.MATCH HORIZ. REINF.MATCH HORIZ. REINF.MATCH HORIZ. REINF.

AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.

24"24"24"24"

24"

24"

24"

24"

REINF. BAR(S) TOREINF. BAR(S) TOREINF. BAR(S) TOREINF. BAR(S) TO

MATCH HORIZ. REINF.MATCH HORIZ. REINF.MATCH HORIZ. REINF.MATCH HORIZ. REINF.

AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.AT INTERSECTIONS, TYP.

24"24"24"24"

24"

24"

24"

24"

CORNER AND INTERSECTION CMU WALL DETAILCORNER AND INTERSECTION CMU WALL DETAILCORNER AND INTERSECTION CMU WALL DETAILCORNER AND INTERSECTION CMU WALL DETAIL3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"

HORIZONTAL BOND BEAM DETAILHORIZONTAL BOND BEAM DETAILHORIZONTAL BOND BEAM DETAILHORIZONTAL BOND BEAM DETAIL3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"

CLEAR SPANCLEAR SPANCLEAR SPANCLEAR SPAN

REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.

SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,

TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)

1 #5 HORIZ.1 #5 HORIZ.1 #5 HORIZ.1 #5 HORIZ.

BOND BEAM AT ROOFBOND BEAM AT ROOFBOND BEAM AT ROOFBOND BEAM AT ROOF

AND FLOOR LEVELSAND FLOOR LEVELSAND FLOOR LEVELSAND FLOOR LEVELS










REINF. SPACINGREINF. SPACINGREINF. SPACINGREINF. SPACINGSEE NOTE 2.SEE NOTE 2.SEE NOTE 2.SEE NOTE 2.


RUN BOND BEAM AND REINFORCINGRUN BOND BEAM AND REINFORCINGRUN BOND BEAM AND REINFORCINGRUN BOND BEAM AND REINFORCING

CONTINUOUS AT CONTRACTION JOINTCONTINUOUS AT CONTRACTION JOINTCONTINUOUS AT CONTRACTION JOINTCONTINUOUS AT CONTRACTION JOINT

CMU LINTEL NOTES)CMU LINTEL NOTES)CMU LINTEL NOTES)CMU LINTEL NOTES)

BEARING LENGTH (SEEBEARING LENGTH (SEEBEARING LENGTH (SEEBEARING LENGTH (SEE


SCHEDULESCHEDULESCHEDULESCHEDULE

CLEAR SPANCLEAR SPANCLEAR SPANCLEAR SPAN

REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.REINF. 2 CELLS @ EA.

SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,SIDE OF DOORS & WINDOWS,

TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)TYPICAL (1 #5 PER CELL)

DOWEL SIZE SHALL MATCHDOWEL SIZE SHALL MATCHDOWEL SIZE SHALL MATCHDOWEL SIZE SHALL MATCH

VERT. REINFORCING. (SEEVERT. REINFORCING. (SEEVERT. REINFORCING. (SEEVERT. REINFORCING. (SEE

TYPICAL CMU WALL SECTION)TYPICAL CMU WALL SECTION)TYPICAL CMU WALL SECTION)TYPICAL CMU WALL SECTION)

1 #5 EA. SIDE OF1 #5 EA. SIDE OF1 #5 EA. SIDE OF1 #5 EA. SIDE OF

CONTRACTION JOINT, TYP.CONTRACTION JOINT, TYP.CONTRACTION JOINT, TYP.CONTRACTION JOINT, TYP.

CONTRACTIONCONTRACTIONCONTRACTIONCONTRACTION

JOINTJOINTJOINTJOINT

STOP JOINT REINF. @STOP JOINT REINF. @STOP JOINT REINF. @STOP JOINT REINF. @

CONTRACTION JOINTCONTRACTION JOINTCONTRACTION JOINTCONTRACTION JOINT

JOINT REINF. SEE TYPICALJOINT REINF. SEE TYPICALJOINT REINF. SEE TYPICALJOINT REINF. SEE TYPICAL

CMU WALL SECTION FORCMU WALL SECTION FORCMU WALL SECTION FORCMU WALL SECTION FOR

SIZE & SPACINGSIZE & SPACINGSIZE & SPACINGSIZE & SPACING


1.1.1.1. ALL BLOCK WALLS (EXTERIOR AND INTERIOR)ALL BLOCK WALLS (EXTERIOR AND INTERIOR)ALL BLOCK WALLS (EXTERIOR AND INTERIOR)ALL BLOCK WALLS (EXTERIOR AND INTERIOR)

SHALL BE REINFORCED AS SHOWN ON DETAILS.SHALL BE REINFORCED AS SHOWN ON DETAILS.SHALL BE REINFORCED AS SHOWN ON DETAILS.SHALL BE REINFORCED AS SHOWN ON DETAILS.

2.2.2.2. SEE TYPICAL CMU WALL SECTION FORSEE TYPICAL CMU WALL SECTION FORSEE TYPICAL CMU WALL SECTION FORSEE TYPICAL CMU WALL SECTION FOR

REINFORCING SPACING.REINFORCING SPACING.REINFORCING SPACING.REINFORCING SPACING.

3.3.3.3. COORDINATE LOCATIONS OF CONTRACTIONCOORDINATE LOCATIONS OF CONTRACTIONCOORDINATE LOCATIONS OF CONTRACTIONCOORDINATE LOCATIONS OF CONTRACTION

JOINTS W/ ARCHITECTURAL DRAWINGS.JOINTS W/ ARCHITECTURAL DRAWINGS.JOINTS W/ ARCHITECTURAL DRAWINGS.JOINTS W/ ARCHITECTURAL DRAWINGS.

4.4.4.4. GROUT SOLID ALL CELLS CONTAINING REINFORCINGGROUT SOLID ALL CELLS CONTAINING REINFORCINGGROUT SOLID ALL CELLS CONTAINING REINFORCINGGROUT SOLID ALL CELLS CONTAINING REINFORCING

AND ALL CELLS BELOW GRADE.AND ALL CELLS BELOW GRADE.AND ALL CELLS BELOW GRADE.AND ALL CELLS BELOW GRADE.

5.5.5.5. RUN HORIZONTAL REINFORCING CONTINUOUS ATRUN HORIZONTAL REINFORCING CONTINUOUS ATRUN HORIZONTAL REINFORCING CONTINUOUS ATRUN HORIZONTAL REINFORCING CONTINUOUS AT

CONTRACTION JOINTS AT ROOF AND FLOOR LEVELS.CONTRACTION JOINTS AT ROOF AND FLOOR LEVELS.CONTRACTION JOINTS AT ROOF AND FLOOR LEVELS.CONTRACTION JOINTS AT ROOF AND FLOOR LEVELS.

TYPICAL CMU WALL ELEVATION DETAILSTYPICAL CMU WALL ELEVATION DETAILSTYPICAL CMU WALL ELEVATION DETAILSTYPICAL CMU WALL ELEVATION DETAILS3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0" EXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLS

TYPICAL LINTEL DETAILTYPICAL LINTEL DETAILTYPICAL LINTEL DETAILTYPICAL LINTEL DETAIL3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"

TYPICAL 8" CMU WALL SECTION DETAILTYPICAL 8" CMU WALL SECTION DETAILTYPICAL 8" CMU WALL SECTION DETAILTYPICAL 8" CMU WALL SECTION DETAIL3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0" EXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLSEXTERIOR AND INTERIOR WALLS

#5 VERT. @ 48" O.C.#5 VERT. @ 48" O.C.#5 VERT. @ 48" O.C.#5 VERT. @ 48" O.C.

BRICK VENEER LINTEL SCHEDULEBRICK VENEER LINTEL SCHEDULEBRICK VENEER LINTEL SCHEDULEBRICK VENEER LINTEL SCHEDULE

CLEAR OPENINGCLEAR OPENINGCLEAR OPENINGCLEAR OPENING ANGLE SIZEANGLE SIZEANGLE SIZEANGLE SIZE

0'-0" - 4'-0"0'-0" - 4'-0"0'-0" - 4'-0"0'-0" - 4'-0" L3 1/2 x 3 1/2 x3/8L3 1/2 x 3 1/2 x3/8L3 1/2 x 3 1/2 x3/8L3 1/2 x 3 1/2 x3/8

4'-1" - 5'-0"4'-1" - 5'-0"4'-1" - 5'-0"4'-1" - 5'-0"

5'-1" - 7'-0"5'-1" - 7'-0"5'-1" - 7'-0"5'-1" - 7'-0"

7'-1" - 10'-0"7'-1" - 10'-0"7'-1" - 10'-0"7'-1" - 10'-0"

L4 x 3 1/2 x3/8 LLVL4 x 3 1/2 x3/8 LLVL4 x 3 1/2 x3/8 LLVL4 x 3 1/2 x3/8 LLV



UNLESS SHOWN OTHERWISE, THIS LOOSE LINTEL SCHEDULE SHALL BE USED. ANGLES SHALL BE GALVANIZEDUNLESS SHOWN OTHERWISE, THIS LOOSE LINTEL SCHEDULE SHALL BE USED. ANGLES SHALL BE GALVANIZEDUNLESS SHOWN OTHERWISE, THIS LOOSE LINTEL SCHEDULE SHALL BE USED. ANGLES SHALL BE GALVANIZEDUNLESS SHOWN OTHERWISE, THIS LOOSE LINTEL SCHEDULE SHALL BE USED. ANGLES SHALL BE GALVANIZED

AND BEAR 8" PAST OPENINGS @ ENDS. INDICATES LINTEL REQUIRED FOR EACH 4" WIDTH OF MASONRY.AND BEAR 8" PAST OPENINGS @ ENDS. INDICATES LINTEL REQUIRED FOR EACH 4" WIDTH OF MASONRY.AND BEAR 8" PAST OPENINGS @ ENDS. INDICATES LINTEL REQUIRED FOR EACH 4" WIDTH OF MASONRY.AND BEAR 8" PAST OPENINGS @ ENDS. INDICATES LINTEL REQUIRED FOR EACH 4" WIDTH OF MASONRY.

SEE PLANSEE PLANSEE PLANSEE PLAN

LOOSE LINTELLOOSE LINTELLOOSE LINTELLOOSE LINTEL

SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE

CMU LINTELCMU LINTELCMU LINTELCMU LINTEL

SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE

DEPTH

DEPTH

DEPTH

DEPTH

WIDTHWIDTHWIDTHWIDTH



UNLESS INDICATED OTHERWISE ON THE PLANS, THIS CMU LINTEL SCHDULE SHALL BE USED.UNLESS INDICATED OTHERWISE ON THE PLANS, THIS CMU LINTEL SCHDULE SHALL BE USED.UNLESS INDICATED OTHERWISE ON THE PLANS, THIS CMU LINTEL SCHDULE SHALL BE USED.UNLESS INDICATED OTHERWISE ON THE PLANS, THIS CMU LINTEL SCHDULE SHALL BE USED.

EMBED

EMBED

EMBED

EMBED

2' - 0"

2' - 0"

2' - 0"

2' - 0"

LAP

LAP

LAP

LAP

2' - 6"

2' - 6"

2' - 6"

2' - 6"

5/19/17




AP

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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

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#108-2

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F4.0F4.0F4.0F4.0 16"16"16"16" 4'-0" x 4'-0"4'-0" x 4'-0"4'-0" x 4'-0"4'-0" x 4'-0" 5 #5 EA. WAY5 #5 EA. WAY5 #5 EA. WAY5 #5 EA. WAY BOTTOMBOTTOMBOTTOMBOTTOM

F5.0F5.0F5.0F5.0 16"16"16"16" 5'-0" x 5'-0"5'-0" x 5'-0"5'-0" x 5'-0"5'-0" x 5'-0" 6 #5 EA. WAY6 #5 EA. WAY6 #5 EA. WAY6 #5 EA. WAY BOTTOMBOTTOMBOTTOMBOTTOM

FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE

MARKMARKMARKMARK DEPTHDEPTHDEPTHDEPTH SIZESIZESIZESIZE REINFORCINGREINFORCINGREINFORCINGREINFORCING REMARKSREMARKSREMARKSREMARKS

SEE PL AN

SEE PL AN

SEE PL AN

SEE PL AN

THICKNESS (T)

THICKNESS (T)

THICKNESS (T)

THICKNESS (T)

CLEAR

CLEAR

CLEAR

CLEAR

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1/4 T

1/4 T

1/4 T

1/4 T

SAW-CUT JOINTSAW-CUT JOINTSAW-CUT JOINTSAW-CUT JOINT

STOP REINF. @ EACHSTOP REINF. @ EACHSTOP REINF. @ EACHSTOP REINF. @ EACH

SIDE OF JOINTSIDE OF JOINTSIDE OF JOINTSIDE OF JOINT

SAW JOINTSAW JOINTSAW JOINTSAW JOINT CONSTRUCTION JOINTCONSTRUCTION JOINTCONSTRUCTION JOINTCONSTRUCTION JOINT

CONTRACTION JOINTS (C.J.) - SLAB ON GRADE DETAILSCONTRACTION JOINTS (C.J.) - SLAB ON GRADE DETAILSCONTRACTION JOINTS (C.J.) - SLAB ON GRADE DETAILSCONTRACTION JOINTS (C.J.) - SLAB ON GRADE DETAILS

1.1.1.1. SEE PLAN FOR SLAB THICKNESS & REINFORCING REQUIRED.SEE PLAN FOR SLAB THICKNESS & REINFORCING REQUIRED.SEE PLAN FOR SLAB THICKNESS & REINFORCING REQUIRED.SEE PLAN FOR SLAB THICKNESS & REINFORCING REQUIRED.

2.2.2.2. IF NO CONTRACTION JOINTS (C.J.) ARE SHOWN ON THE FOUNDATIONIF NO CONTRACTION JOINTS (C.J.) ARE SHOWN ON THE FOUNDATIONIF NO CONTRACTION JOINTS (C.J.) ARE SHOWN ON THE FOUNDATIONIF NO CONTRACTION JOINTS (C.J.) ARE SHOWN ON THE FOUNDATION

PLAN(S), PROVIDE CONTRACTION JOINTS AT 25'-0" MAXIMUM.PLAN(S), PROVIDE CONTRACTION JOINTS AT 25'-0" MAXIMUM.PLAN(S), PROVIDE CONTRACTION JOINTS AT 25'-0" MAXIMUM.PLAN(S), PROVIDE CONTRACTION JOINTS AT 25'-0" MAXIMUM.

3.3.3.3. CONTRACTION JOINT MAY BE EITHER JOINT TYPE DETAILEDCONTRACTION JOINT MAY BE EITHER JOINT TYPE DETAILEDCONTRACTION JOINT MAY BE EITHER JOINT TYPE DETAILEDCONTRACTION JOINT MAY BE EITHER JOINT TYPE DETAILED

ABOVE. IF SAW JOINTS ARE USED, SLAB SHALL BE SAWEDABOVE. IF SAW JOINTS ARE USED, SLAB SHALL BE SAWEDABOVE. IF SAW JOINTS ARE USED, SLAB SHALL BE SAWEDABOVE. IF SAW JOINTS ARE USED, SLAB SHALL BE SAWED

IMMEDIATELY AFTER FINISHED TROWELING AND SHALL BEIMMEDIATELY AFTER FINISHED TROWELING AND SHALL BEIMMEDIATELY AFTER FINISHED TROWELING AND SHALL BEIMMEDIATELY AFTER FINISHED TROWELING AND SHALL BE

COMPLETED WITHIN 4 HOURS OF PLACING CONCRETE.COMPLETED WITHIN 4 HOURS OF PLACING CONCRETE.COMPLETED WITHIN 4 HOURS OF PLACING CONCRETE.COMPLETED WITHIN 4 HOURS OF PLACING CONCRETE.

SEE PL AN

SEE PL AN

SEE PL AN

SEE PL AN

THICKNESS (T)

THICKNESS (T)

THICKNESS (T)

THICKNESS (T)

CLEAR

CLEAR

CLEAR

CLEAR

1 1/2"

1 1/2"

1 1/2"

1 1/2"

STOP REINF. @ EACHSTOP REINF. @ EACHSTOP REINF. @ EACHSTOP REINF. @ EACH

SIDE OF JOINTSIDE OF JOINTSIDE OF JOINTSIDE OF JOINT

VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER

STANDARD ACI 90 DEG. HOOK, TYP.STANDARD ACI 90 DEG. HOOK, TYP.STANDARD ACI 90 DEG. HOOK, TYP.STANDARD ACI 90 DEG. HOOK, TYP. CORNER BARS, TYP.CORNER BARS, TYP.CORNER BARS, TYP.CORNER BARS, TYP.

SEE SECTIONS FOR FOOTINGSEE SECTIONS FOR FOOTINGSEE SECTIONS FOR FOOTINGSEE SECTIONS FOR FOOTING

SIZES & REINFORCING REQ'D.SIZES & REINFORCING REQ'D.SIZES & REINFORCING REQ'D.SIZES & REINFORCING REQ'D.

FOOTING INTERSECTION REINFORCING DETAILFOOTING INTERSECTION REINFORCING DETAILFOOTING INTERSECTION REINFORCING DETAILFOOTING INTERSECTION REINFORCING DETAIL

1. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS AT ALL CORNERS.1. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS AT ALL CORNERS.1. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS AT ALL CORNERS.1. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS AT ALL CORNERS.

2. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS OR STANDARD2. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS OR STANDARD2. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS OR STANDARD2. PROVIDE CORNER BARS OF THE SAME SIZE & NUMBER AS HORIZONTAL BARS OR STANDARD

ACI 90 DEG. HOOK AT ALL T-INTERSECTIONS. ACI 90 DEG. HOOK AT ALL T-INTERSECTIONS. ACI 90 DEG. HOOK AT ALL T-INTERSECTIONS. ACI 90 DEG. HOOK AT ALL T-INTERSECTIONS.

MATCH BOTTOM HORIZONTALMATCH BOTTOM HORIZONTALMATCH BOTTOM HORIZONTALMATCH BOTTOM HORIZONTAL

FOUNDATION REINFORCINGFOUNDATION REINFORCINGFOUNDATION REINFORCINGFOUNDATION REINFORCING

(PROVIDE CLASS "A" TEN. LAP)(PROVIDE CLASS "A" TEN. LAP)(PROVIDE CLASS "A" TEN. LAP)(PROVIDE CLASS "A" TEN. LAP)

PIPE WITH SLEEVEPIPE WITH SLEEVEPIPE WITH SLEEVEPIPE WITH SLEEVE

CUT BOTTOM REINFORCINGCUT BOTTOM REINFORCINGCUT BOTTOM REINFORCINGCUT BOTTOM REINFORCING

PIPE PENETRATION THRU GRADE BEAM DETAILPIPE PENETRATION THRU GRADE BEAM DETAILPIPE PENETRATION THRU GRADE BEAM DETAILPIPE PENETRATION THRU GRADE BEAM DETAIL

2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0"2' - 0"2' - 0"2' - 0"

12" MIN.

12" MIN.

12" MIN.

12" MIN.

AND NO REINFORCING SHALL BE CUTAND NO REINFORCING SHALL BE CUTAND NO REINFORCING SHALL BE CUTAND NO REINFORCING SHALL BE CUT

GRADE BEAM SHALL BE WIDENEDGRADE BEAM SHALL BE WIDENEDGRADE BEAM SHALL BE WIDENEDGRADE BEAM SHALL BE WIDENED

EQUAL TO WIDTH OF PIPE PENETRATIONEQUAL TO WIDTH OF PIPE PENETRATIONEQUAL TO WIDTH OF PIPE PENETRATIONEQUAL TO WIDTH OF PIPE PENETRATION

VERTICAL PENETRATION THRU GRADE BEAM DETAILVERTICAL PENETRATION THRU GRADE BEAM DETAILVERTICAL PENETRATION THRU GRADE BEAM DETAILVERTICAL PENETRATION THRU GRADE BEAM DETAIL

PIPE WITH SLEEVEPIPE WITH SLEEVEPIPE WITH SLEEVEPIPE WITH SLEEVE

DDDD

DDDD

CLEAR

CLEAR

CLEAR

CLEAR

1 1/2"

1 1/2"

1 1/2"

1 1/2"

SEE SECTION

SEE SECTION

SEE SECTION

SEE SECTION

8"

8"

8"

8"

SEE SECTION

SEE SECTION

SEE SECTION

SEE SECTION

8"

8"

8"

8"

ARCH.

ARCH.

ARCH.

ARCH.

SEE

SEE

SEE

SEE

#3 @16" O.C.#3 @16" O.C.#3 @16" O.C.#3 @16" O.C.

16"16"16"16"

16"16"16"16"

GRADE BEAM REINFORCINGGRADE BEAM REINFORCINGGRADE BEAM REINFORCINGGRADE BEAM REINFORCING

MATCH TOP & BOT. CONT.MATCH TOP & BOT. CONT.MATCH TOP & BOT. CONT.MATCH TOP & BOT. CONT.

HORIZ. FOUNDATION REINFORCINGHORIZ. FOUNDATION REINFORCINGHORIZ. FOUNDATION REINFORCINGHORIZ. FOUNDATION REINFORCING

(PROVIDE CLASS "A" TENSION LAP)(PROVIDE CLASS "A" TENSION LAP)(PROVIDE CLASS "A" TENSION LAP)(PROVIDE CLASS "A" TENSION LAP)

11114444

SLAB AND GRADE BEAM DEPRESSION DETAILSLAB AND GRADE BEAM DEPRESSION DETAILSLAB AND GRADE BEAM DEPRESSION DETAILSLAB AND GRADE BEAM DEPRESSION DETAIL

7"7"7"7"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 4"2' - 4"2' - 4"2' - 4"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.

4 #7 CONT.4 #7 CONT.4 #7 CONT.4 #7 CONT.


#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.


TYPICALTYPICALTYPICALTYPICAL

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"

SLAB REINFORCINGSLAB REINFORCINGSLAB REINFORCINGSLAB REINFORCING


3' - 4"

3' - 4"

3' - 4"

3' - 4"

8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 4"2' - 4"2' - 4"2' - 4"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



3' - 4"

3' - 4"

3' - 4"

3' - 4"

8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 8"1' - 8"1' - 8"1' - 8"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



W/ ARCH.)W/ ARCH.)W/ ARCH.)W/ ARCH.)

8" (VERIFY8" (VERIFY8" (VERIFY8" (VERIFY

DROP

DROP

DROP

DROP

1/2"

1/2"

1/2"

1/2"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 8"1' - 8"1' - 8"1' - 8"



#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

24"24"24"24"

24"

24"

24"

24"



ALTERNATE HORIZ. LEGALTERNATE HORIZ. LEGALTERNATE HORIZ. LEGALTERNATE HORIZ. LEG

2' - 8"

2' - 8"

2' - 8"

2' - 8"

8"

8"

8"

8"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

3" CL.3" CL.3" CL.3" CL.

3' - 4"

3' - 4"

3' - 4"

3' - 4"

8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 0"2' - 0"2' - 0"2' - 0"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



7"7"7"7"

2' - 0"2' - 0"2' - 0"2' - 0"TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

3' - 4"

3' - 4"

3' - 4"

3' - 4"

SAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGE

EXISTING FOUNATIONEXISTING FOUNATIONEXISTING FOUNATIONEXISTING FOUNATION

EXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAM

PLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOID

SPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACE

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

3' - 4"

3' - 4"

3' - 4"

3' - 4"

8"

8"

8"

8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 0"2' - 0"2' - 0"2' - 0"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



5/19/17




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PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

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3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2015555

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2016666

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2011111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2017777

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2012222

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2014444

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S201S201S201S2013333

2' - 4"2' - 4"2' - 4"2' - 4"



#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.



#4 HORIZ. EA. FACE#4 HORIZ. EA. FACE#4 HORIZ. EA. FACE#4 HORIZ. EA. FACE

#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.

VERT. EA. FACEVERT. EA. FACEVERT. EA. FACEVERT. EA. FACE


1' - 2"1' - 2"1' - 2"1' - 2"

ADDITION F.F. =ADDITION F.F. =ADDITION F.F. =ADDITION F.F. =

+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"

(FORM EXT. FACE)(FORM EXT. FACE)(FORM EXT. FACE)(FORM EXT. FACE)

2" CL EXTERIOR2" CL EXTERIOR2" CL EXTERIOR2" CL EXTERIOR

3" CL.3" CL.3" CL.3" CL.

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

36"36"36"36"

24"

24"

24"

24"


SEE PLANSEE PLANSEE PLANSEE PLAN1/2" DROP

1/2" DROP

1/2" DROP

1/2" DROP

7"7"7"7" 1' - 2"1' - 2"1' - 2"1' - 2" 7"7"7"7"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

4' - 11"

4' - 11"

4' - 11"

4' - 11" 2' - 3"

2' - 3"

2' - 3"

2' - 3"

8"

8"

8"8"

#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.24"24"24"24"


SEE ARCH. FOR SLOPESEE ARCH. FOR SLOPESEE ARCH. FOR SLOPESEE ARCH. FOR SLOPE

2' - 4"2' - 4"2' - 4"2' - 4"



#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.



2' - 0"

2' - 0"

2' - 0"

2' - 0"


#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.#5 DOWELS @ 12" O.C.

VERT. EA. FACEVERT. EA. FACEVERT. EA. FACEVERT. EA. FACE


ADDITION F.F. =ADDITION F.F. =ADDITION F.F. =ADDITION F.F. =

+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"

(FORM EXT. FACE)(FORM EXT. FACE)(FORM EXT. FACE)(FORM EXT. FACE)

2" CL EXTERIOR2" CL EXTERIOR2" CL EXTERIOR2" CL EXTERIOR

3" CL.3" CL.3" CL.3" CL.

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

36"36"36"36"

24"

24"

24"

24"



2' - 3"

2' - 3"

2' - 3"

2' - 3"

8"

8"

8"8"

4' - 11"

4' - 11"

4' - 11"

4' - 11"

CMU REINF. NOT SHOWNCMU REINF. NOT SHOWNCMU REINF. NOT SHOWNCMU REINF. NOT SHOWN

SEE CMU DETAILSSEE CMU DETAILSSEE CMU DETAILSSEE CMU DETAILS

BRICK VENEERBRICK VENEERBRICK VENEERBRICK VENEER

(SEE ARCH.)(SEE ARCH.)(SEE ARCH.)(SEE ARCH.)

7"7"7"7"

1' - 2"1' - 2"1' - 2"1' - 2" 7"7"7"7"

2' - 0"2' - 0"2' - 0"2' - 0"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



8"

8"

8"8"

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

3' - 4"

3' - 4"

3' - 4"

3' - 4"

SAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGESAW-CUT EXISTING LEDGE

EXISTING FOUNATIONEXISTING FOUNATIONEXISTING FOUNATIONEXISTING FOUNATION

EXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAMEXISTING VOID SPACE UNDER GRADE BEAM

PLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOIDPLACE PLASTIC SOIL RETAINER AGAINST EXISTING VOID

SPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACESPACE. DO NOT PUSH OR PLACE SOIL INTO VOID SPACE

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 8"1' - 8"1' - 8"1' - 8"



#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



2' - 8"

2' - 8"

2' - 8"

2' - 8"

8"

8"

8"8"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

3" CL.3" CL.3" CL.3" CL.

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

48"

48"

48"

48"

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

CMU REINF. NOT SHOWNCMU REINF. NOT SHOWNCMU REINF. NOT SHOWNCMU REINF. NOT SHOWN

SEE CMU DETAILSSEE CMU DETAILSSEE CMU DETAILSSEE CMU DETAILS


#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.

EACH FACEEACH FACEEACH FACEEACH FACE

#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE

2" CL.2" CL.2" CL.2" CL.

2" CL.2" CL.2" CL.2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'

T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'

1' - 2"1' - 2"1' - 2"1' - 2" 1' - 3"1' - 3"1' - 3"1' - 3" 1' - 2"1' - 2"1' - 2"1' - 2"

3' - 7"3' - 7"3' - 7"3' - 7"




#4 @ 12" O.C. MAX.#4 @ 12" O.C. MAX.#4 @ 12" O.C. MAX.#4 @ 12" O.C. MAX.

T.O. WALL =T.O. WALL =T.O. WALL =T.O. WALL =

SEE ARCHITECTURALSEE ARCHITECTURALSEE ARCHITECTURALSEE ARCHITECTURAL

RAMP - SEE CIVILRAMP - SEE CIVILRAMP - SEE CIVILRAMP - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVIL

#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.#4 @ 12" MAX. HORIZ.

EACH FACEEACH FACEEACH FACEEACH FACE

#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE#5 @ 12" O.C. VERT. EA. FACE

2" CL.2" CL.2" CL.2" CL.

2" CL.2" CL.2" CL.2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'F.F. ADDITION = +216.1'

T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'T.O. FOOTING = +212.8'

1' - 2"1' - 2"1' - 2"1' - 2" 1' - 3"1' - 3"1' - 3"1' - 3" 1' - 2"1' - 2"1' - 2"1' - 2"

3' - 7"3' - 7"3' - 7"3' - 7"





T.O. WALL =T.O. WALL =T.O. WALL =T.O. WALL =


SIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVIL

3" CL.

3" CL.

3" CL.

3" CL.

SEE SECTION

SEE SECTION

SEE SECTION

SEE SECTION

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

1' - 8"1' - 8"1' - 8"1' - 8"

3" CL.

3" CL.

3" CL.

3" CL.

SEE SECTION

SEE SECTION

SEE SECTION

SEE SECTION

#5 @ 9" O.C.#5 @ 9" O.C.#5 @ 9" O.C.#5 @ 9" O.C.36"36"36"36"

36"36"36"36"

SEE ARCHITECTURAL FOR BRICK FENCINGSEE ARCHITECTURAL FOR BRICK FENCINGSEE ARCHITECTURAL FOR BRICK FENCINGSEE ARCHITECTURAL FOR BRICK FENCING

AND FOUNDATIONAND FOUNDATIONAND FOUNDATIONAND FOUNDATION

18" HOOK18" HOOK18" HOOK18" HOOK

8"8"8"8" 8"8"8"8" 8"8"8"8"

2' - 0"2' - 0"2' - 0"2' - 0"

8"8"8"8" 8"8"8"8" 8"8"8"8"

2' - 0"2' - 0"2' - 0"2' - 0"

3 #4 CONT., TYP.3 #4 CONT., TYP.3 #4 CONT., TYP.3 #4 CONT., TYP.

#4 @ 12", TYP.#4 @ 12", TYP.#4 @ 12", TYP.#4 @ 12", TYP.

#5 DOWEL @12", TYP.#5 DOWEL @12", TYP.#5 DOWEL @12", TYP.#5 DOWEL @12", TYP.32"

32"

32"

32"

#4 @ 12" HORIZ., TYP.#4 @ 12" HORIZ., TYP.#4 @ 12" HORIZ., TYP.#4 @ 12" HORIZ., TYP.

#5 @ 12" VERT.,TYP.#5 @ 12" VERT.,TYP.#5 @ 12" VERT.,TYP.#5 @ 12" VERT.,TYP.

2" CLR., TYP.2" CLR., TYP.2" CLR., TYP.2" CLR., TYP.

BRACE EXTERIOR OF WALLBRACE EXTERIOR OF WALLBRACE EXTERIOR OF WALLBRACE EXTERIOR OF WALL

UNTIL TOP SLAB IS CURED,UNTIL TOP SLAB IS CURED,UNTIL TOP SLAB IS CURED,UNTIL TOP SLAB IS CURED,

TYPICAL.TYPICAL.TYPICAL.TYPICAL.

1' - 0"

1' - 0"

1' - 0"

1' - 0"

RAMP ELEVATION VARIES





211.85211.85211.85211.85

CL.

CL.

CL.CL.

1 1/2"

1 1/2"

1 1/2"

1 1/2"

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

EACH WAYEACH WAYEACH WAYEACH WAY

SEE ARCH. FOR WIDTH (N.T.S.)SEE ARCH. FOR WIDTH (N.T.S.)SEE ARCH. FOR WIDTH (N.T.S.)SEE ARCH. FOR WIDTH (N.T.S.)

5"

5"

5"5"

5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

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3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2021111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2022222

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2023333

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2024444

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2025555

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2026666

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2027777 FOOTING TRANSITION DETAILFOOTING TRANSITION DETAILFOOTING TRANSITION DETAILFOOTING TRANSITION DETAIL

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S202S202S202S2028888

AC

SHEAR KEY ANDSHEAR KEY ANDSHEAR KEY ANDSHEAR KEY AND

WATERSTOPWATERSTOPWATERSTOPWATERSTOP

#6 @ 12" O.C. VERT.#6 @ 12" O.C. VERT.#6 @ 12" O.C. VERT.#6 @ 12" O.C. VERT.

CL.CL.CL.CL.

2 1/2"2 1/2"2 1/2"2 1/2"CL.CL.CL.CL.

3 1/4"3 1/4"3 1/4"3 1/4"


LAP 43" MIN.LAP 43" MIN.LAP 43" MIN.LAP 43" MIN.



4"4"4"4"

4"4"4"4"

FR

OM

LED

GE T

O G

RA

DE (

SEE C

IVIL

FO

R E

LEV

.) F

RO

M L

ED

GE T

O G

RA

DE (

SEE C

IVIL

FO

R E

LEV

.) F

RO

M L

ED

GE T

O G

RA

DE (

SEE C

IVIL

FO

R E

LEV

.) F

RO

M L

ED

GE T

O G

RA

DE (

SEE C

IVIL

FO

R E

LEV

.)

STEP B

RIC

K L

ED

GE -

MA

INTA

IN 8

" TO

12

"S

TEP B

RIC

K L

ED

GE -

MA

INTA

IN 8

" TO

12

"S

TEP B

RIC

K L

ED

GE -

MA

INTA

IN 8

" TO

12

"S

TEP B

RIC

K L

ED

GE -

MA

INTA

IN 8

" TO

12

"

T.O. WALL = +8' - 0" A.F.F.T.O. WALL = +8' - 0" A.F.F.T.O. WALL = +8' - 0" A.F.F.T.O. WALL = +8' - 0" A.F.F.

(VERIFY W/ ARCH. DRAWINGS)(VERIFY W/ ARCH. DRAWINGS)(VERIFY W/ ARCH. DRAWINGS)(VERIFY W/ ARCH. DRAWINGS)


@ 12" MAX.@ 12" MAX.@ 12" MAX.@ 12" MAX.

#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.

8"8"8"8"

1' - 3"1' - 3"1' - 3"1' - 3"

1' -

6"

1' -

6"

1' -

6"

1' -

6"

1' - 6"1' - 6"1' - 6"1' - 6"

7"7"7"7"

F.F. @ ADDITION =F.F. @ ADDITION =F.F. @ ADDITION =F.F. @ ADDITION =

+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24

"2

4"

24

"2

4"



3' - 9"3' - 9"3' - 9"3' - 9" 2' - 0"2' - 0"2' - 0"2' - 0" 1' - 9"1' - 9"1' - 9"1' - 9"

7' - 6"7' - 6"7' - 6"7' - 6"

WATERPROOFINGWATERPROOFINGWATERPROOFINGWATERPROOFING


3" CL.3" CL.3" CL.3" CL.

#6 W/ STD. HOOK @ 12" O.C.#6 W/ STD. HOOK @ 12" O.C.#6 W/ STD. HOOK @ 12" O.C.#6 W/ STD. HOOK @ 12" O.C.

8~ #5 CONT. (12" MAX. SPACING)8~ #5 CONT. (12" MAX. SPACING)8~ #5 CONT. (12" MAX. SPACING)8~ #5 CONT. (12" MAX. SPACING)

1' -

4"

1' -

4"

1' -

4"

1' -

4"

2' -

8"

2' -

8"

2' -

8"

2' -

8"

8"

8"

8"

8"

4' -

8"

4' -

8"

4' -

8"

4' -

8"

3"

CL.

3"

CL.

3"

CL.

3"

CL.

1' - 11"1' - 11"1' - 11"1' - 11"


+212.77'+212.77'+212.77'+212.77'



DRAIN REQ'DDRAIN REQ'DDRAIN REQ'DDRAIN REQ'D

SEE CIVILSEE CIVILSEE CIVILSEE CIVIL

AC





4"4"4"4"

4"4"4"4"



#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.#5 HORIZ. @ 12" MAX.

8"8"8"8"

1' -

6"

1' -

6"

1' -

6"

1' -

6"

1' - 6"1' - 6"1' - 6"1' - 6"

7"7"7"7"


+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.



#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24

"2

4"

24

"2

4"



3' - 9"3' - 9"3' - 9"3' - 9" 2' - 0"2' - 0"2' - 0"2' - 0" 1' - 9"1' - 9"1' - 9"1' - 9"

7' - 6"7' - 6"7' - 6"7' - 6"



3" CL.3" CL.3" CL.3" CL.



1' -

4"

1' -

4"

1' -

4"

1' -

4"

2' -

8"

2' -

8"

2' -

8"

2' -

8"

8"

8"

8"

8"

4' -

8"

4' -

8"

4' -

8"

4' -

8"

3"

CL.

3"

CL.

3"

CL.

3"

CL.

1' - 11"1' - 11"1' - 11"1' - 11"


+212.77'+212.77'+212.77'+212.77'



AC

2 1/2" CL.2 1/2" CL.2 1/2" CL.2 1/2" CL. 2 1/2" CL.2 1/2" CL.2 1/2" CL.2 1/2" CL.




EA. FACEEA. FACEEA. FACEEA. FACE


@ 12" MAX.@ 12" MAX.@ 12" MAX.@ 12" MAX.

1' -

6"

1' -

6"

1' -

6"

1' -

6"

1' - 6"1' - 6"1' - 6"1' - 6"

SEE CIVIL FOR GRADESEE CIVIL FOR GRADESEE CIVIL FOR GRADESEE CIVIL FOR GRADE

3' - 9"3' - 9"3' - 9"3' - 9"

7' - 6"7' - 6"7' - 6"7' - 6"



1' -

4"

1' -

4"

1' -

4"

1' -

4"

3"

CL.

3"

CL.

3"

CL.

3"

CL.

1' - 3"1' - 3"1' - 3"1' - 3" 2' - 6"2' - 6"2' - 6"2' - 6"

GR

AD

EG

RA

DE

GR

AD

EG

RA

DE

6"

AB

OV

E6

" A

BO

VE

6"

AB

OV

E6

" A

BO

VE


+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"+1'-9 3/4"

(+216.1 VERIFY W/ ARCH.)(+216.1 VERIFY W/ ARCH.)(+216.1 VERIFY W/ ARCH.)(+216.1 VERIFY W/ ARCH.)




+212.77'+212.77'+212.77'+212.77'

SEE CIVIL FOR SIDEWALKSSEE CIVIL FOR SIDEWALKSSEE CIVIL FOR SIDEWALKSSEE CIVIL FOR SIDEWALKS





AC




EA. FACEEA. FACEEA. FACEEA. FACE


@ 12" MAX.@ 12" MAX.@ 12" MAX.@ 12" MAX.

5' - 6 5/8"5' - 6 5/8"5' - 6 5/8"5' - 6 5/8"




1' -

4"

1' -

4"

1' -

4"

1' -

4"

3"

CL.

3"

CL.

3"

CL.

3"

CL.

1' - 3"1' - 3"1' - 3"1' - 3" SEE CIVILSEE CIVILSEE CIVILSEE CIVIL


+214.0'+214.0'+214.0'+214.0'

SLOPE TREAD FORWARDSLOPE TREAD FORWARDSLOPE TREAD FORWARDSLOPE TREAD FORWARD

PER ARCH.PER ARCH.PER ARCH.PER ARCH.

SIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVILSIDEWALK - SEE CIVIL

TYPTYPTYPTYP

2 1/2" CL.2 1/2" CL.2 1/2" CL.2 1/2" CL.





#4 EA. NOSE#4 EA. NOSE#4 EA. NOSE#4 EA. NOSE

6"

6"

6"

6"


8" CONC. WALL W/8" CONC. WALL W/8" CONC. WALL W/8" CONC. WALL W/

#4 @ 12" EA WAY#4 @ 12" EA WAY#4 @ 12" EA WAY#4 @ 12" EA WAY

(BEYOND)(BEYOND)(BEYOND)(BEYOND)

#4 @ 10" O.C.#4 @ 10" O.C.#4 @ 10" O.C.#4 @ 10" O.C.


FO

R N

UM

BER

OF R

ISER

SFO

R N

UM

BER

OF R

ISER

SFO

R N

UM

BER

OF R

ISER

SFO

R N

UM

BER

OF R

ISER

S

SEE C

IVIL

AN

D A

RC

H.

SEE C

IVIL

AN

D A

RC

H.

SEE C

IVIL

AN

D A

RC

H.

SEE C

IVIL

AN

D A

RC

H.

FOR NUMBER OF TREADSFOR NUMBER OF TREADSFOR NUMBER OF TREADSFOR NUMBER OF TREADS

SEE CIVIL AND ARCH.SEE CIVIL AND ARCH.SEE CIVIL AND ARCH.SEE CIVIL AND ARCH.

2" C

L.2

" C

L.2

" C

L.2

" C

L.


STEPS SUPPORTED ONSTEPS SUPPORTED ONSTEPS SUPPORTED ONSTEPS SUPPORTED ON

GRADE BETWEEN WALLSGRADE BETWEEN WALLSGRADE BETWEEN WALLSGRADE BETWEEN WALLS

1" TYP.1" TYP.1" TYP.1" TYP.

SEE CIVIL FOR SIDEWALKSEE CIVIL FOR SIDEWALKSEE CIVIL FOR SIDEWALKSEE CIVIL FOR SIDEWALK

REQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

36"36"36"36"

24

"2

4"

24

"2

4"

5/19/17




AP

PR

OV

ED

BY

CH

EC

KE

D B

Y

DR

AW

N B

Y

RE

VIS

ED

DA

TE

JO

B N

UM

BE

R

SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

BY

AP

PR

OV

ED

BY

SUITEC

S203

2014-2

9

05-1

9-2

017

MM

D

HG

D

FO

UN

DA

TIO

N D

ET

AIL

S

GS

#108-2

81 G

RE

EN

E H

ALL R

EN

OV

AT

ION

S

UN

IVE

RS

ITY

OF

SO

UT

HE

RN

MIS

SIS

SIP

PI

HA

TT

IES

BU

RG

CA

MP

US

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S203S203S203S2031111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S203S203S203S2032222

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S203S203S203S2033333

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S203S203S203S2034444

BELL DIAMETERBELL DIAMETERBELL DIAMETERBELL DIAMETER

MIN.

MIN.

MIN.

MIN.

60 DEG.

60 DEG.

60 DEG.

60 DEG.

4"4"4"4"

4"4"4"4"

SHAFT LENGTH

SHAFT LENGTH

SHAFT LENGTH

SHAFT LENGTH


OF PIEROF PIEROF PIEROF PIER

3'-0" MINIMUM

3'-0" MINIMUM

3'-0" MINIMUM

3'-0" MINIMUM

UNWEATHERED "BLUE"UNWEATHERED "BLUE"UNWEATHERED "BLUE"UNWEATHERED "BLUE"

YAZOO CLAYYAZOO CLAYYAZOO CLAYYAZOO CLAY

STD. HOOKSTD. HOOKSTD. HOOKSTD. HOOK

@ TIES@ TIES@ TIES@ TIES

CL.CL.CL.CL.

3"3"3"3"

VERTICAL REINFORCINGVERTICAL REINFORCINGVERTICAL REINFORCINGVERTICAL REINFORCING

(SEE SCHEDULE)(SEE SCHEDULE)(SEE SCHEDULE)(SEE SCHEDULE)

DRILLED PIER TIESDRILLED PIER TIESDRILLED PIER TIESDRILLED PIER TIES


DIA.DIA.DIA.DIA.

SHAFTSHAFTSHAFTSHAFT

6"6"6"6"

6"6"6"6"

SCHED.

SCHED.

SCHED.

SCHED.

SEE

SEE

SEE

SEE

4"4"4"4"

TOP OFTOP OFTOP OFTOP OF

PIERPIERPIERPIER


DRILLED PIERDRILLED PIERDRILLED PIERDRILLED PIER

DRILLED PIER DETAILDRILLED PIER DETAILDRILLED PIER DETAILDRILLED PIER DETAIL

NOTES:NOTES:NOTES:NOTES: DOWELS TO MATCH COLUMN REINFORCING; IF NO COLUMNDOWELS TO MATCH COLUMN REINFORCING; IF NO COLUMNDOWELS TO MATCH COLUMN REINFORCING; IF NO COLUMNDOWELS TO MATCH COLUMN REINFORCING; IF NO COLUMN

OR DETAIL SHOWN, PROVIDE 8~#8 x 8'-0" LG. DOWELSOR DETAIL SHOWN, PROVIDE 8~#8 x 8'-0" LG. DOWELSOR DETAIL SHOWN, PROVIDE 8~#8 x 8'-0" LG. DOWELSOR DETAIL SHOWN, PROVIDE 8~#8 x 8'-0" LG. DOWELS

DRILLED PIER REINFORCINGDRILLED PIER REINFORCINGDRILLED PIER REINFORCINGDRILLED PIER REINFORCING

SHAFTSHAFTSHAFTSHAFTDIAMETERDIAMETERDIAMETERDIAMETER

VERTICALVERTICALVERTICALVERTICALREINFORCINGREINFORCINGREINFORCINGREINFORCING

TIESTIESTIESTIES

16"16"16"16" 6 #76 #76 #76 #7 #3@ 10"#3@ 10"#3@ 10"#3@ 10"

18"18"18"18" 6 #76 #76 #76 #7 #3@ 10"#3@ 10"#3@ 10"#3@ 10"

20"20"20"20" 6 #86 #86 #86 #8 #3@ 12"#3@ 12"#3@ 12"#3@ 12"

24"24"24"24" 8 #88 #88 #88 #8 #3@ 12"#3@ 12"#3@ 12"#3@ 12"

30"30"30"30" 8 #108 #108 #108 #10 #3@ 14"#3@ 14"#3@ 14"#3@ 14"

36"36"36"36" 12 #1012 #1012 #1012 #10 #3@ 16"#3@ 16"#3@ 16"#3@ 16"

42"42"42"42" 12 #1112 #1112 #1112 #11 #4@ 16"#4@ 16"#4@ 16"#4@ 16"

48"48"48"48" 16 #1116 #1116 #1116 #11 #4@ 16"#4@ 16"#4@ 16"#4@ 16"

1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"

NEW TRANSFORMERNEW TRANSFORMERNEW TRANSFORMERNEW TRANSFORMER

SEE ELECTRICALSEE ELECTRICALSEE ELECTRICALSEE ELECTRICAL

NEW EMERGENCY GENERATORNEW EMERGENCY GENERATORNEW EMERGENCY GENERATORNEW EMERGENCY GENERATOR

SEE ELECTRICALSEE ELECTRICALSEE ELECTRICALSEE ELECTRICAL

39' - 4"39' - 4"39' - 4"39' - 4"

49' - 4"49' - 4"49' - 4"49' - 4"

19' - 4"

19' - 4"

19' - 4"

19' - 4"

1/2" ISOLATION JOINT1/2" ISOLATION JOINT1/2" ISOLATION JOINT1/2" ISOLATION JOINT

(SEE DETAIL)(SEE DETAIL)(SEE DETAIL)(SEE DETAIL)

1111

S204S204S204S204

TYP.TYP.TYP.TYP.

GENERATOR / TRANSFORMER FOUNDATION PLANGENERATOR / TRANSFORMER FOUNDATION PLANGENERATOR / TRANSFORMER FOUNDATION PLANGENERATOR / TRANSFORMER FOUNDATION PLAN

2222

S204S204S204S204

TYP.TYP.TYP.TYP.

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"2' - 0"2' - 0"2' - 0"

PILASTER,PILASTER,PILASTER,PILASTER,


2' - 0"

2' - 0"

2' - 0"

2' - 0"

SEE ARCH.

SEE ARCH.

SEE ARCH.

SEE ARCH.

BRICK LEDGE

BRICK LEDGE

BRICK LEDGE

BRICK LEDGE


BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE

12" CONC. SLAB W/12" CONC. SLAB W/12" CONC. SLAB W/12" CONC. SLAB W/

#5 @12" O.C. EA. WAY#5 @12" O.C. EA. WAY#5 @12" O.C. EA. WAY#5 @12" O.C. EA. WAY





2' - 0"2' - 0"2' - 0"2' - 0"

CENTERLINE OF 12" CMUCENTERLINE OF 12" CMUCENTERLINE OF 12" CMUCENTERLINE OF 12" CMU

WALL AND FOOTINGWALL AND FOOTINGWALL AND FOOTINGWALL AND FOOTING

1/2" ISOLATION JOINT1/2" ISOLATION JOINT1/2" ISOLATION JOINT1/2" ISOLATION JOINT

(SEE DETAIL)(SEE DETAIL)(SEE DETAIL)(SEE DETAIL)

3333

S204S204S204S204



11' - 2"11' - 2"11' - 2"11' - 2"

2' - 0"2' - 0"2' - 0"2' - 0"

1111

S204S204S204S204

TYP.TYP.TYP.TYP.

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 0"2' - 0"2' - 0"2' - 0"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"

SEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPE

3' - 8"

3' - 8"

3' - 8"

3' - 8"

2' - 8"

2' - 8"

2' - 8"

2' - 8"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB

W/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAY


1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

8" BOND BEAM W/ #5 CONT.8" BOND BEAM W/ #5 CONT.8" BOND BEAM W/ #5 CONT.8" BOND BEAM W/ #5 CONT.


(GROUT BLOCK SOLID)(GROUT BLOCK SOLID)(GROUT BLOCK SOLID)(GROUT BLOCK SOLID)

BRICK VENEER (SEE ARCH.)BRICK VENEER (SEE ARCH.)BRICK VENEER (SEE ARCH.)BRICK VENEER (SEE ARCH.)

SEE ARCH.

SEE ARCH.

SEE ARCH.

SEE ARCH.

COMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILL

PILASTER BEYONDPILASTER BEYONDPILASTER BEYONDPILASTER BEYOND

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 0"2' - 0"2' - 0"2' - 0"

TYP.TYP.TYP.TYP.

3" CL.3" CL.3" CL.3" CL.



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"

SEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPESEE CIVIL FOR SLAB SLOPE

3' - 8"

3' - 8"

3' - 8"

3' - 8"

2' - 8"

2' - 8"

2' - 8"

2' - 8"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB12" DEEP CONCRETE SLAB

W/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAYW/ #5 @ 12" O.C. EA. WAY


1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

GROUT PILASTER SOLIDGROUT PILASTER SOLIDGROUT PILASTER SOLIDGROUT PILASTER SOLID



COMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILLCOMPACTED STRUCTURAL FILL

16" X 16" CMU PILASTER16" X 16" CMU PILASTER16" X 16" CMU PILASTER16" X 16" CMU PILASTER

W/ 4~ #6 BARS VERT. &W/ 4~ #6 BARS VERT. &W/ 4~ #6 BARS VERT. &W/ 4~ #6 BARS VERT. &

#3 TIES @ 8" O.C.#3 TIES @ 8" O.C.#3 TIES @ 8" O.C.#3 TIES @ 8" O.C.4~ #6 DOWELS4~ #6 DOWELS4~ #6 DOWELS4~ #6 DOWELS

LAP 36" WITH VERT.BARSLAP 36" WITH VERT.BARSLAP 36" WITH VERT.BARSLAP 36" WITH VERT.BARS

TYP.

TYP.

TYP.

TYP.

3" CL.

3" CL.

3" CL.

3" CL.

2' - 0"2' - 0"2' - 0"2' - 0"



#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.#4 @14" O.C.VAPOR BARRIERVAPOR BARRIERVAPOR BARRIERVAPOR BARRIER


#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"



2' - 0"

2' - 0"

2' - 0"

2' - 0"

3" CL.3" CL.3" CL.3" CL.

1' - 0"

1' - 0"

1' - 0"

1' - 0"

3" CL.

3" CL.

3" CL.

3" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.

1 1/2" CL.



#5 DOWEL x 54" LG. @ 16" O.C.#5 DOWEL x 54" LG. @ 16" O.C.#5 DOWEL x 54" LG. @ 16" O.C.#5 DOWEL x 54" LG. @ 16" O.C.

EMBED 24" INTO CONC.EMBED 24" INTO CONC.EMBED 24" INTO CONC.EMBED 24" INTO CONC.

AND LAP 30"AND LAP 30"AND LAP 30"AND LAP 30"

#5 VERT. @ 16" O.C.#5 VERT. @ 16" O.C.#5 VERT. @ 16" O.C.#5 VERT. @ 16" O.C. 12" CMU (GROUT BLOCK SOLID)12" CMU (GROUT BLOCK SOLID)12" CMU (GROUT BLOCK SOLID)12" CMU (GROUT BLOCK SOLID)

SEE ISOLATION JOINT DETAILSEE ISOLATION JOINT DETAILSEE ISOLATION JOINT DETAILSEE ISOLATION JOINT DETAIL

CENTERLINE OF BLOCKCENTERLINE OF BLOCKCENTERLINE OF BLOCKCENTERLINE OF BLOCK

AND FOOTINGAND FOOTINGAND FOOTINGAND FOOTING

6"6"6"6"1/2"1/2"1/2"1/2"

1/2"1/2"1/2"1/2"

ISOLATION JOINTISOLATION JOINTISOLATION JOINTISOLATION JOINT

SANDBLAST AND CLEAN TOPSANDBLAST AND CLEAN TOPSANDBLAST AND CLEAN TOPSANDBLAST AND CLEAN TOP

1" OF JOINT BEFORE SEALING1" OF JOINT BEFORE SEALING1" OF JOINT BEFORE SEALING1" OF JOINT BEFORE SEALING

LIQUID SEALANTLIQUID SEALANTLIQUID SEALANTLIQUID SEALANT

5/8" DIA. BACKER ROD5/8" DIA. BACKER ROD5/8" DIA. BACKER ROD5/8" DIA. BACKER ROD

1/2" PREMOLDED EXP. JT. FILLER1/2" PREMOLDED EXP. JT. FILLER1/2" PREMOLDED EXP. JT. FILLER1/2" PREMOLDED EXP. JT. FILLER

1/4" +/- 1/16"

1/4" +/- 1/16"

1/4" +/- 1/16"

1/4" +/- 1/16"

1/4"

1/4"

1/4"

1/4"

3/4"

3/4"

3/4"

3/4"

3" = 1'-0"3" = 1'-0"3" = 1'-0"3" = 1'-0"

5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

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SUITEC

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2014-2

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3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S204S204S204S2041111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S204S204S204S2042222

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S204S204S204S2043333

6' - 2"6' - 2"6' - 2"6' - 2"

ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'

ELEV. = +227'-0 1/2"ELEV. = +227'-0 1/2"ELEV. = +227'-0 1/2"ELEV. = +227'-0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

ELEV. = +239'-1"ELEV. = +239'-1"ELEV. = +239'-1"ELEV. = +239'-1"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

10' - 8 1/2"

10' - 8 1/2"

10' - 8 1/2"

10' - 8 1/2"


4' - 0"

4' - 0"

4' - 0"

4' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

8"8"8"8"8"8"8"8" 8"8"8"8"2"2"2"2"

1' - 4"1' - 4"1' - 4"1' - 4" 10"10"10"10"

1' - 3"1' - 3"1' - 3"1' - 3"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 3"1' - 3"1' - 3"1' - 3"

1' - 3"1' - 3"1' - 3"1' - 3"

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

4"4"4"4"

7"

7"

7"

7"

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

4"4"4"4"

7"

7"

7"

7"

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

2 1/2" RECESS

4"4"4"4"

7"

7"

7"

7"

PER EXISTING DRAWINGS




7' - 8" TYPICAL

7' - 8" TYPICAL

7' - 8" TYPICAL

7' - 8" TYPICAL

EXISTINGEXISTINGEXISTINGEXISTING

ELEVATORELEVATORELEVATORELEVATOR

SHAFTSHAFTSHAFTSHAFT

ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"


(VERIFY W/ EQUIP. APPROVED)




4' - 0" ELEVATOR PIT




1' - 0"

1' - 0"

1' - 0"

1' - 0"

5' - 0"

5' - 0"

5' - 0"

5' - 0"

1' - 4"1' - 4"1' - 4"1' - 4"

ELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOOR

ELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOOR

15

SEE ARCH REGARDING IFSEE ARCH REGARDING IFSEE ARCH REGARDING IFSEE ARCH REGARDING IF

DEPRESSION IS REQUIREDDEPRESSION IS REQUIREDDEPRESSION IS REQUIREDDEPRESSION IS REQUIRED

2" CL.

2" CL.

2" CL.

2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 0"1' - 0"1' - 0"1' - 0"

6"

6"

6"

6"

#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY


13'-10" (VERIFY W/ ARCH. AND EQUIP. SUPPLIED)




2"

2"

2"

2"





W8X31W8X31W8X31W8X31

HOIST BEAMHOIST BEAMHOIST BEAMHOIST BEAM

4"4"4"4"

4"4"4"4"

PLACE VERT. REINF. @PLACE VERT. REINF. @PLACE VERT. REINF. @PLACE VERT. REINF. @

CENTERLINE OF WALLCENTERLINE OF WALLCENTERLINE OF WALLCENTERLINE OF WALL

#5 @ 9" O.C. HORIZ.#5 @ 9" O.C. HORIZ.#5 @ 9" O.C. HORIZ.#5 @ 9" O.C. HORIZ.

#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.

#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.

LAP 4'-0" TYP.LAP 4'-0" TYP.LAP 4'-0" TYP.LAP 4'-0" TYP.

8"

8"

8"

8"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

4"4"4"4"

8"8"8"8"

1' - 0"1' - 0"1' - 0"1' - 0"WATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICAL

ALL SIDESALL SIDESALL SIDESALL SIDES

3"3"3"3"

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"

5" SLAB W/5" SLAB W/5" SLAB W/5" SLAB W/

#4 @16" O.C.#4 @16" O.C.#4 @16" O.C.#4 @16" O.C.

60.00°

60.00°

60.00°

60.00°


90 DEG., TYP.90 DEG., TYP.90 DEG., TYP.90 DEG., TYP.

DRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTO

EXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUND

PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)



2 #5 EACH SIDE OF2 #5 EACH SIDE OF2 #5 EACH SIDE OF2 #5 EACH SIDE OF

OPENING; EXTENDOPENING; EXTENDOPENING; EXTENDOPENING; EXTEND

30" PAST OPENING,30" PAST OPENING,30" PAST OPENING,30" PAST OPENING,


EXTEND 1'-0"EXTEND 1'-0"EXTEND 1'-0"EXTEND 1'-0"

INTO PIT ANDINTO PIT ANDINTO PIT ANDINTO PIT AND

HOOKHOOKHOOKHOOK5#9 CONT.5#9 CONT.5#9 CONT.5#9 CONT.

5#9 CONT.5#9 CONT.5#9 CONT.5#9 CONT.

#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.#4 @12" O.C.

1' - 8"

1' - 8"

1' - 8"

1' - 8"

EXTEND LOWER 1'-8"X1'-8" SECTION OFEXTEND LOWER 1'-8"X1'-8" SECTION OFEXTEND LOWER 1'-8"X1'-8" SECTION OFEXTEND LOWER 1'-8"X1'-8" SECTION OF

GRADE BEAM ALL THE WAY TO EXISTINGGRADE BEAM ALL THE WAY TO EXISTINGGRADE BEAM ALL THE WAY TO EXISTINGGRADE BEAM ALL THE WAY TO EXISTING

DRILLED PIER ON BOTH SIDESDRILLED PIER ON BOTH SIDESDRILLED PIER ON BOTH SIDESDRILLED PIER ON BOTH SIDES

1' - 8"1' - 8"1' - 8"1' - 8"

W8 - SEE PLANW8 - SEE PLANW8 - SEE PLANW8 - SEE PLAN

2" CL.

2" CL.

2" CL.

2" CL.

#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY

PLACE THIS LAYER OFPLACE THIS LAYER OFPLACE THIS LAYER OFPLACE THIS LAYER OF

BARS EXACTLY 2" CLEARBARS EXACTLY 2" CLEARBARS EXACTLY 2" CLEARBARS EXACTLY 2" CLEAR

FROM THE BOTTOMFROM THE BOTTOMFROM THE BOTTOMFROM THE BOTTOM

OF THE SLABOF THE SLABOF THE SLABOF THE SLAB

2' - 3 1/2"

2' - 3 1/2"

2' - 3 1/2"

2' - 3 1/2"

#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL

24"24"24"24"


#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.18"

18"

18"

18"

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

6"

6"

6"

6"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

6"6"6"6"TYPICALTYPICALTYPICALTYPICAL

CORBELCORBELCORBELCORBEL

DIMENS.DIMENS.DIMENS.DIMENS.

3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.

SIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITION

AT 3RD FLOOR LVLAT 3RD FLOOR LVLAT 3RD FLOOR LVLAT 3RD FLOOR LVL

3' - 0"

3' - 0"

3' - 0"

3' - 0"

NEW DRILLED PIER - SEE PLANNEW DRILLED PIER - SEE PLANNEW DRILLED PIER - SEE PLANNEW DRILLED PIER - SEE PLAN

NEW HELICAL PIERSNEW HELICAL PIERSNEW HELICAL PIERSNEW HELICAL PIERS

SEE NOTESSEE NOTESSEE NOTESSEE NOTES

2#9 CONT.2#9 CONT.2#9 CONT.2#9 CONT.


EXISTING CONC. BEAM W/EXISTING CONC. BEAM W/EXISTING CONC. BEAM W/EXISTING CONC. BEAM W/







2" CL.

2" CL.

2" CL.

2" CL.

3" CL.

3" CL.

3" CL.

3" CL.

SUMP PIT NOT SHOWNSUMP PIT NOT SHOWNSUMP PIT NOT SHOWNSUMP PIT NOT SHOWN

12" CARDBOARD VOIDS12" CARDBOARD VOIDS12" CARDBOARD VOIDS12" CARDBOARD VOIDS

12" CARDBOARD VOIDS (NOT SHOWN)12" CARDBOARD VOIDS (NOT SHOWN)12" CARDBOARD VOIDS (NOT SHOWN)12" CARDBOARD VOIDS (NOT SHOWN)

6" CONC. SLAB

6" CONC. SLAB

6" CONC. SLAB

6" CONC. SLAB


EXISTING CONC. WALL W/EXISTING CONC. WALL W/EXISTING CONC. WALL W/EXISTING CONC. WALL W/






#6 DOWEL X 2'-0" LG. @ 10" O.C.#6 DOWEL X 2'-0" LG. @ 10" O.C.#6 DOWEL X 2'-0" LG. @ 10" O.C.#6 DOWEL X 2'-0" LG. @ 10" O.C.

TYPICAL AROUND PITTYPICAL AROUND PITTYPICAL AROUND PITTYPICAL AROUND PIT

NEW 8" C.F.S STUDS @ 12" O.C.NEW 8" C.F.S STUDS @ 12" O.C.NEW 8" C.F.S STUDS @ 12" O.C.NEW 8" C.F.S STUDS @ 12" O.C.

(800S162-97) 12 GAGE(800S162-97) 12 GAGE(800S162-97) 12 GAGE(800S162-97) 12 GAGE

BRACE STUDS BACK TOBRACE STUDS BACK TOBRACE STUDS BACK TOBRACE STUDS BACK TO

EXISTING CONCRETE WALLSEXISTING CONCRETE WALLSEXISTING CONCRETE WALLSEXISTING CONCRETE WALLS

@ FLOOR LEVELS@ FLOOR LEVELS@ FLOOR LEVELS@ FLOOR LEVELS

800T200-97 (12 GAGE) TRACK800T200-97 (12 GAGE) TRACK800T200-97 (12 GAGE) TRACK800T200-97 (12 GAGE) TRACK

9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY9' - 4" NEW ELEVATOR HOISTWAY


1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF

THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS ORTHE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP DRAWINGS OR

COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALLCOMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALLDIMENSIONS SHOWN ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL

SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONSSUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS

SHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLYSHOWN AND REDLINE MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY

NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

2.2.2.2. SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.SEE SHEET S206 FOR ADDITIONAL ELEVATOR CONSTRUCTION NOTES.

****

5/19/17




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SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

BY

AP

PR

OV

ED

BY

SUITEC

S205

2014-2

9

05-1

9-2

017

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#108-2

81 G

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1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0"S205S205S205S2051111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S205S205S205S2052222

ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'ELEV. = +215.0'

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"

12' - 0 1/2"










ELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOORELEV. = +227'-0 1/2" @ 2ND FLOOR

ELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOORELEV. = +239'-1" @ 3RD FLOOR

SEE ARCH REGARDING IFSEE ARCH REGARDING IFSEE ARCH REGARDING IFSEE ARCH REGARDING IF

DEPRESSION IS REQUIREDDEPRESSION IS REQUIREDDEPRESSION IS REQUIREDDEPRESSION IS REQUIRED

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 0"1' - 0"1' - 0"1' - 0"

#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY#6 @ 9" O.C. EACH WAY






4"4"4"4"

4"4"4"4"




#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.

#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.


8"

8"

8"8"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

4"4"4"4"

8"8"8"8"

1' - 0"1' - 0"1' - 0"1' - 0"

WATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICAL

ALL SIDESALL SIDESALL SIDESALL SIDES

3"3"3"3"

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

36"36"36"36"

24"

24"

24"

24"

5" SLAB W/5" SLAB W/5" SLAB W/5" SLAB W/

#4 @16" O.C.#4 @16" O.C.#4 @16" O.C.#4 @16" O.C.

60.00°

60.00°

60.00°

60.00°


90 DEG., TYP.90 DEG., TYP.90 DEG., TYP.90 DEG., TYP.

DRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTODRILL AND EPOXY #4x 2'-0" LG. INTO

EXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUNDEXISTING SLAB @ 16" AROUND

PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)PERIMETER (8" MINIMUM EMBED)





HOOKHOOKHOOKHOOK

2" CL.

2" CL.

2" CL.

2" CL.

#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY#5 @ 9" O.C. EA WAY

#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL#5 @ 9" O.C., TYPICAL

24"24"24"24"


#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.18"

18"

18"

18"

#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 12" O.C.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

6"

6"

6"6"

1' - 4"

1' - 4"

1' - 4"

1' - 4"


CORBELCORBELCORBELCORBEL

DIMENS.DIMENS.DIMENS.DIMENS.

3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.3RD FLOOR LVL NOT SHOWN.

SIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITIONSIMILAR FRAMING CONDITION

AT 3RD FLOOR LVLAT 3RD FLOOR LVLAT 3RD FLOOR LVLAT 3RD FLOOR LVL


E



HOOKHOOKHOOKHOOK


PROVIDE SHORING DURING CONSTRUCTIONPROVIDE SHORING DURING CONSTRUCTIONPROVIDE SHORING DURING CONSTRUCTIONPROVIDE SHORING DURING CONSTRUCTION

DO NOT UNDERMINE EXISTING FOUNDATIONDO NOT UNDERMINE EXISTING FOUNDATIONDO NOT UNDERMINE EXISTING FOUNDATIONDO NOT UNDERMINE EXISTING FOUNDATION

1' - 0"1' - 0"1' - 0"1' - 0"

#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.#4 @ 16" O.C.

24"

24"

24"

24"

COMPACT STRUCTURAL FILLCOMPACT STRUCTURAL FILLCOMPACT STRUCTURAL FILLCOMPACT STRUCTURAL FILL










(6" MINIMUM EMBED)(6" MINIMUM EMBED)(6" MINIMUM EMBED)(6" MINIMUM EMBED)#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.#6 DOWEL @ 10" O.C.

4"4"4"4"

4"4"4"4"





#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.

4"4"4"4"

#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.#6 @ 10" O.C.

3"3"3"3"


1' - 0"1' - 0"1' - 0"1' - 0"

3" CL.

3" CL.

3" CL.

3" CL.

2" CL.

2" CL.

2" CL.

2" CL.









ROOF/WEATHER PROOFROOF/WEATHER PROOFROOF/WEATHER PROOFROOF/WEATHER PROOF

OVER THIS AREAOVER THIS AREAOVER THIS AREAOVER THIS AREA









6"6"6"6"









12" CARDBOARD VOIDS12" CARDBOARD VOIDS12" CARDBOARD VOIDS12" CARDBOARD VOIDS

6" CONC. SLAB

6" CONC. SLAB

6" CONC. SLAB

6" CONC. SLAB


1.1.1.1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOPALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOPALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOPALL DIMENSIONS SHOWN ON THIS SHEET ARE BASED OFF OF EXISTING PLANS OF THE BUILDING. PRIOR TO THE SUBMITTAL OF ANY SHOP

DRAWINGS OR COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURALDRAWINGS OR COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURALDRAWINGS OR COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURALDRAWINGS OR COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL

PLANS. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS SHOWN AND REDLINEPLANS. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS SHOWN AND REDLINEPLANS. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS SHOWN AND REDLINEPLANS. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A PLAN INDICATING ALL DIMENSIONS SHOWN AND REDLINE

MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.MARK-UPS OF THE ACTUAL FIELD DIMENSIONS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

2.2.2.2. THIS PROJECT HAS REQUIREMENTS FOR THE INSTALLATION OF DRILLED PIERS AND HELICAL PIERS IN A LIMITED HEIGHT ENVIRONMENT.THIS PROJECT HAS REQUIREMENTS FOR THE INSTALLATION OF DRILLED PIERS AND HELICAL PIERS IN A LIMITED HEIGHT ENVIRONMENT.THIS PROJECT HAS REQUIREMENTS FOR THE INSTALLATION OF DRILLED PIERS AND HELICAL PIERS IN A LIMITED HEIGHT ENVIRONMENT.THIS PROJECT HAS REQUIREMENTS FOR THE INSTALLATION OF DRILLED PIERS AND HELICAL PIERS IN A LIMITED HEIGHT ENVIRONMENT.

SPECIALIZED EQUIPMENT WILL BE REQUIRED FOR THIS PROJECT. THE BUILDING WILL BE LIMITED TO APPROXIMATELY 10'-0" MAXIMUMSPECIALIZED EQUIPMENT WILL BE REQUIRED FOR THIS PROJECT. THE BUILDING WILL BE LIMITED TO APPROXIMATELY 10'-0" MAXIMUMSPECIALIZED EQUIPMENT WILL BE REQUIRED FOR THIS PROJECT. THE BUILDING WILL BE LIMITED TO APPROXIMATELY 10'-0" MAXIMUMSPECIALIZED EQUIPMENT WILL BE REQUIRED FOR THIS PROJECT. THE BUILDING WILL BE LIMITED TO APPROXIMATELY 10'-0" MAXIMUM

HEIGHT AND 10'-0" MAXIMUM WIDTH THRU ENTRY DOOR 156A (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). AVAILABLE HEIGHT FORHEIGHT AND 10'-0" MAXIMUM WIDTH THRU ENTRY DOOR 156A (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). AVAILABLE HEIGHT FORHEIGHT AND 10'-0" MAXIMUM WIDTH THRU ENTRY DOOR 156A (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). AVAILABLE HEIGHT FORHEIGHT AND 10'-0" MAXIMUM WIDTH THRU ENTRY DOOR 156A (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). AVAILABLE HEIGHT FOR

EQUIPMENT INSIDE THE BUILDING WILL BE APPROXIMATELY 10'-0" BETWEEN THE EXISTING FIRST FLOOR SLAB ON GRADE TO THE BOTTOMEQUIPMENT INSIDE THE BUILDING WILL BE APPROXIMATELY 10'-0" BETWEEN THE EXISTING FIRST FLOOR SLAB ON GRADE TO THE BOTTOMEQUIPMENT INSIDE THE BUILDING WILL BE APPROXIMATELY 10'-0" BETWEEN THE EXISTING FIRST FLOOR SLAB ON GRADE TO THE BOTTOMEQUIPMENT INSIDE THE BUILDING WILL BE APPROXIMATELY 10'-0" BETWEEN THE EXISTING FIRST FLOOR SLAB ON GRADE TO THE BOTTOM

OF THE EXISTING STRUCTURE.OF THE EXISTING STRUCTURE.OF THE EXISTING STRUCTURE.OF THE EXISTING STRUCTURE.

****

3.3.3.3. PRIOR TO BID, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO WALK THE EXISTING BUILDING AND TAKE MEASUREMENTSPRIOR TO BID, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO WALK THE EXISTING BUILDING AND TAKE MEASUREMENTSPRIOR TO BID, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO WALK THE EXISTING BUILDING AND TAKE MEASUREMENTSPRIOR TO BID, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO WALK THE EXISTING BUILDING AND TAKE MEASUREMENTS

TO DETERMINE THE AVAILABLE SPACE FOR HIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATEDTO DETERMINE THE AVAILABLE SPACE FOR HIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATEDTO DETERMINE THE AVAILABLE SPACE FOR HIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATEDTO DETERMINE THE AVAILABLE SPACE FOR HIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED

WITH PROVIDING THE FOUNDATION SHOWN ON THESE DRAWINGS.WITH PROVIDING THE FOUNDATION SHOWN ON THESE DRAWINGS.WITH PROVIDING THE FOUNDATION SHOWN ON THESE DRAWINGS.WITH PROVIDING THE FOUNDATION SHOWN ON THESE DRAWINGS.

4.4.4.4. THE TWO (2) NEW DRILLED PIERS AT THE ELEVATOR SHALL BE DRILLED AND THE BELLS BEAR AT A DEPTH OF 194.0'. THE CONTRACTORTHE TWO (2) NEW DRILLED PIERS AT THE ELEVATOR SHALL BE DRILLED AND THE BELLS BEAR AT A DEPTH OF 194.0'. THE CONTRACTORTHE TWO (2) NEW DRILLED PIERS AT THE ELEVATOR SHALL BE DRILLED AND THE BELLS BEAR AT A DEPTH OF 194.0'. THE CONTRACTORTHE TWO (2) NEW DRILLED PIERS AT THE ELEVATOR SHALL BE DRILLED AND THE BELLS BEAR AT A DEPTH OF 194.0'. THE CONTRACTOR

SHALL PROVIDE THE TWO (2) DRILLED PIERS INDICATED ON THE PLANS AND SHALL NOT SUBSTITUTE FOR A DIFFERENTSHALL PROVIDE THE TWO (2) DRILLED PIERS INDICATED ON THE PLANS AND SHALL NOT SUBSTITUTE FOR A DIFFERENTSHALL PROVIDE THE TWO (2) DRILLED PIERS INDICATED ON THE PLANS AND SHALL NOT SUBSTITUTE FOR A DIFFERENTSHALL PROVIDE THE TWO (2) DRILLED PIERS INDICATED ON THE PLANS AND SHALL NOT SUBSTITUTE FOR A DIFFERENT

FOUNDATION SYSTEM (SUCH AS HELICAL PIERS) AT THE TWO LOCATION INDICATED. DUE TO EXISTING BUILDING HEIGHT LIMITATIONS,FOUNDATION SYSTEM (SUCH AS HELICAL PIERS) AT THE TWO LOCATION INDICATED. DUE TO EXISTING BUILDING HEIGHT LIMITATIONS,FOUNDATION SYSTEM (SUCH AS HELICAL PIERS) AT THE TWO LOCATION INDICATED. DUE TO EXISTING BUILDING HEIGHT LIMITATIONS,FOUNDATION SYSTEM (SUCH AS HELICAL PIERS) AT THE TWO LOCATION INDICATED. DUE TO EXISTING BUILDING HEIGHT LIMITATIONS,

THE VERTICAL BARS WILL REQUIRE MULTIPLE SPLICES AND SHALL BE SPLICED AT 55 BAR DIAMETERS.THE VERTICAL BARS WILL REQUIRE MULTIPLE SPLICES AND SHALL BE SPLICED AT 55 BAR DIAMETERS.THE VERTICAL BARS WILL REQUIRE MULTIPLE SPLICES AND SHALL BE SPLICED AT 55 BAR DIAMETERS.THE VERTICAL BARS WILL REQUIRE MULTIPLE SPLICES AND SHALL BE SPLICED AT 55 BAR DIAMETERS.

5.5.5.5. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED MISSISSIPPI PROFESSIONAL ENGINEER TO PROVIDE THE DESIGN OF THETHE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED MISSISSIPPI PROFESSIONAL ENGINEER TO PROVIDE THE DESIGN OF THETHE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED MISSISSIPPI PROFESSIONAL ENGINEER TO PROVIDE THE DESIGN OF THETHE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED MISSISSIPPI PROFESSIONAL ENGINEER TO PROVIDE THE DESIGN OF THE

SHORING SYSTEM FOR THE BUILDING DURING CONSTRUCTION. THIS PROFESSIONAL ENGINEER, DEEMED THE SHORING ENGINEER, SHALLSHORING SYSTEM FOR THE BUILDING DURING CONSTRUCTION. THIS PROFESSIONAL ENGINEER, DEEMED THE SHORING ENGINEER, SHALLSHORING SYSTEM FOR THE BUILDING DURING CONSTRUCTION. THIS PROFESSIONAL ENGINEER, DEEMED THE SHORING ENGINEER, SHALLSHORING SYSTEM FOR THE BUILDING DURING CONSTRUCTION. THIS PROFESSIONAL ENGINEER, DEEMED THE SHORING ENGINEER, SHALL

HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE DESIGNING SIMILAR SHORING SYSTEMS AND SHALL SUBMIT PAST DESIGN EXAMPLES TOHAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE DESIGNING SIMILAR SHORING SYSTEMS AND SHALL SUBMIT PAST DESIGN EXAMPLES TOHAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE DESIGNING SIMILAR SHORING SYSTEMS AND SHALL SUBMIT PAST DESIGN EXAMPLES TOHAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE DESIGNING SIMILAR SHORING SYSTEMS AND SHALL SUBMIT PAST DESIGN EXAMPLES TO

THE ARCHITECT OF RECORD. THE SHORING ENGINEER SHALL SUBMIT CALCULATIONS AND PLANS (BOTH CALCULATIONS AND PLANS SHALLTHE ARCHITECT OF RECORD. THE SHORING ENGINEER SHALL SUBMIT CALCULATIONS AND PLANS (BOTH CALCULATIONS AND PLANS SHALLTHE ARCHITECT OF RECORD. THE SHORING ENGINEER SHALL SUBMIT CALCULATIONS AND PLANS (BOTH CALCULATIONS AND PLANS SHALLTHE ARCHITECT OF RECORD. THE SHORING ENGINEER SHALL SUBMIT CALCULATIONS AND PLANS (BOTH CALCULATIONS AND PLANS SHALL

BEAR THE ENGINEER'S SEAL) TO THE ARCHITECT WHICH ARE BOTH CLEAR AND COMPREHENSIVE AND PROVIDE A SYSTEM FROM SHORING THEBEAR THE ENGINEER'S SEAL) TO THE ARCHITECT WHICH ARE BOTH CLEAR AND COMPREHENSIVE AND PROVIDE A SYSTEM FROM SHORING THEBEAR THE ENGINEER'S SEAL) TO THE ARCHITECT WHICH ARE BOTH CLEAR AND COMPREHENSIVE AND PROVIDE A SYSTEM FROM SHORING THEBEAR THE ENGINEER'S SEAL) TO THE ARCHITECT WHICH ARE BOTH CLEAR AND COMPREHENSIVE AND PROVIDE A SYSTEM FROM SHORING THE

EXISTING STRUCTURE FROM THE ROOF LEVEL ALL THE WAY DOWN TO PROVIDING A TEMPORARY FOUNDATION SYSTEM TO SUPPORT THEEXISTING STRUCTURE FROM THE ROOF LEVEL ALL THE WAY DOWN TO PROVIDING A TEMPORARY FOUNDATION SYSTEM TO SUPPORT THEEXISTING STRUCTURE FROM THE ROOF LEVEL ALL THE WAY DOWN TO PROVIDING A TEMPORARY FOUNDATION SYSTEM TO SUPPORT THEEXISTING STRUCTURE FROM THE ROOF LEVEL ALL THE WAY DOWN TO PROVIDING A TEMPORARY FOUNDATION SYSTEM TO SUPPORT THE

BUILDING DURING CONSTRUCTION. THE SHORING ENGINEER OR A REPRESENTATIVE OF THE SHORING ENGINEER UNDER HIS SUPERVISION,BUILDING DURING CONSTRUCTION. THE SHORING ENGINEER OR A REPRESENTATIVE OF THE SHORING ENGINEER UNDER HIS SUPERVISION,BUILDING DURING CONSTRUCTION. THE SHORING ENGINEER OR A REPRESENTATIVE OF THE SHORING ENGINEER UNDER HIS SUPERVISION,BUILDING DURING CONSTRUCTION. THE SHORING ENGINEER OR A REPRESENTATIVE OF THE SHORING ENGINEER UNDER HIS SUPERVISION,

SHALL BE ON-SITE AT ALL TIMES (CONTINUOUSLY) WHILE THE SHORING SYSTEM IS BEING ERECTED TO MAKE SURE THE CONTRACTOR ISSHALL BE ON-SITE AT ALL TIMES (CONTINUOUSLY) WHILE THE SHORING SYSTEM IS BEING ERECTED TO MAKE SURE THE CONTRACTOR ISSHALL BE ON-SITE AT ALL TIMES (CONTINUOUSLY) WHILE THE SHORING SYSTEM IS BEING ERECTED TO MAKE SURE THE CONTRACTOR ISSHALL BE ON-SITE AT ALL TIMES (CONTINUOUSLY) WHILE THE SHORING SYSTEM IS BEING ERECTED TO MAKE SURE THE CONTRACTOR IS

SHORING THE BUILDING AS DESIGNED BY THE SHORING ENGINEER. PRIOR TO COMMENCING ANY MODIFICATIONS TO THE BUILDING'SSHORING THE BUILDING AS DESIGNED BY THE SHORING ENGINEER. PRIOR TO COMMENCING ANY MODIFICATIONS TO THE BUILDING'SSHORING THE BUILDING AS DESIGNED BY THE SHORING ENGINEER. PRIOR TO COMMENCING ANY MODIFICATIONS TO THE BUILDING'SSHORING THE BUILDING AS DESIGNED BY THE SHORING ENGINEER. PRIOR TO COMMENCING ANY MODIFICATIONS TO THE BUILDING'S

EXISTING STRUCTURAL COMPONENTS, THE SHORING ENGINEER SHALL SUBMIT A LETTER TO THE ARCHITECT, BEARING HIS SEAL, STATINGEXISTING STRUCTURAL COMPONENTS, THE SHORING ENGINEER SHALL SUBMIT A LETTER TO THE ARCHITECT, BEARING HIS SEAL, STATINGEXISTING STRUCTURAL COMPONENTS, THE SHORING ENGINEER SHALL SUBMIT A LETTER TO THE ARCHITECT, BEARING HIS SEAL, STATINGEXISTING STRUCTURAL COMPONENTS, THE SHORING ENGINEER SHALL SUBMIT A LETTER TO THE ARCHITECT, BEARING HIS SEAL, STATING

THAT HE HAS FIELD REVIEWED THE INSTALLATION OF THE SHORING SYSTEM, THE SYSTEM HAS BEEN INSTALLED PER HIS DESIGN, AND THETHAT HE HAS FIELD REVIEWED THE INSTALLATION OF THE SHORING SYSTEM, THE SYSTEM HAS BEEN INSTALLED PER HIS DESIGN, AND THETHAT HE HAS FIELD REVIEWED THE INSTALLATION OF THE SHORING SYSTEM, THE SYSTEM HAS BEEN INSTALLED PER HIS DESIGN, AND THETHAT HE HAS FIELD REVIEWED THE INSTALLATION OF THE SHORING SYSTEM, THE SYSTEM HAS BEEN INSTALLED PER HIS DESIGN, AND THE

CONTRACTOR CAN BEGIN MODIFICATIONS TO THE EXISTING STRUCTURAL BUILDING COMPONENTS. ALL COSTS ASSOCIATED WITH THECONTRACTOR CAN BEGIN MODIFICATIONS TO THE EXISTING STRUCTURAL BUILDING COMPONENTS. ALL COSTS ASSOCIATED WITH THECONTRACTOR CAN BEGIN MODIFICATIONS TO THE EXISTING STRUCTURAL BUILDING COMPONENTS. ALL COSTS ASSOCIATED WITH THECONTRACTOR CAN BEGIN MODIFICATIONS TO THE EXISTING STRUCTURAL BUILDING COMPONENTS. ALL COSTS ASSOCIATED WITH THE

SHORING SYSTEM, INCLUDING ANY DAMAGE CAUSED BY THE SHORING SYSTEM, SHALL BE PAID BY THE CONTRACTOR.SHORING SYSTEM, INCLUDING ANY DAMAGE CAUSED BY THE SHORING SYSTEM, SHALL BE PAID BY THE CONTRACTOR.SHORING SYSTEM, INCLUDING ANY DAMAGE CAUSED BY THE SHORING SYSTEM, SHALL BE PAID BY THE CONTRACTOR.SHORING SYSTEM, INCLUDING ANY DAMAGE CAUSED BY THE SHORING SYSTEM, SHALL BE PAID BY THE CONTRACTOR.

ELEVATOR SUMP DETAILELEVATOR SUMP DETAILELEVATOR SUMP DETAILELEVATOR SUMP DETAILSEE ARCH. DRAWINGS FOR WATER PROOFING REQ'D.SEE ARCH. DRAWINGS FOR WATER PROOFING REQ'D.SEE ARCH. DRAWINGS FOR WATER PROOFING REQ'D.SEE ARCH. DRAWINGS FOR WATER PROOFING REQ'D.

#6 @ 9"#6 @ 9"#6 @ 9"#6 @ 9"

TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.

1' - 4"1' - 4"1' - 4"1' - 4" 2'-0" x 2'-0"2'-0" x 2'-0"2'-0" x 2'-0"2'-0" x 2'-0"

4 #64 #64 #64 #6

L2x2x1/4L2x2x1/4L2x2x1/4L2x2x1/4

2 SIDES(GALV.)2 SIDES(GALV.)2 SIDES(GALV.)2 SIDES(GALV.)

3/163/163/163/16TYP.TYP.TYP.TYP.

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1 1/4" GALVANIZED1 1/4" GALVANIZED1 1/4" GALVANIZED1 1/4" GALVANIZED

BAR GRATINGBAR GRATINGBAR GRATINGBAR GRATING

3/8" PLATE ~ 4" x 4" W/ 3/8" DIA. x4" LG. STUDS3/8" PLATE ~ 4" x 4" W/ 3/8" DIA. x4" LG. STUDS3/8" PLATE ~ 4" x 4" W/ 3/8" DIA. x4" LG. STUDS3/8" PLATE ~ 4" x 4" W/ 3/8" DIA. x4" LG. STUDS

(2 PLATES EACH SIDE) GALVANIZED(2 PLATES EACH SIDE) GALVANIZED(2 PLATES EACH SIDE) GALVANIZED(2 PLATES EACH SIDE) GALVANIZED

8"

8"

8"8"

WATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICALWATERSTOP TYPICAL

SS200 - HELICAL PULL-DOWN PILE DETAILSS200 - HELICAL PULL-DOWN PILE DETAILSS200 - HELICAL PULL-DOWN PILE DETAILSS200 - HELICAL PULL-DOWN PILE DETAIL

7" DIAMETER GROUT COLUMN7" DIAMETER GROUT COLUMN7" DIAMETER GROUT COLUMN7" DIAMETER GROUT COLUMN

5000 PSI FLOWABLE GROUT5000 PSI FLOWABLE GROUT5000 PSI FLOWABLE GROUT5000 PSI FLOWABLE GROUT

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN


3/4" PLATE 10" X 10"3/4" PLATE 10" X 10"3/4" PLATE 10" X 10"3/4" PLATE 10" X 10"

W/ 1 5/8" SQ. HOLEW/ 1 5/8" SQ. HOLEW/ 1 5/8" SQ. HOLEW/ 1 5/8" SQ. HOLE

GROUT RESERVOIRGROUT RESERVOIRGROUT RESERVOIRGROUT RESERVOIR

PILE REQUIREMENTS:PILE REQUIREMENTS:PILE REQUIREMENTS:PILE REQUIREMENTS:

1.1.1.1. MATERIAL:MATERIAL:MATERIAL:MATERIAL: ASTM A572ASTM A572ASTM A572ASTM A572

GROUT 3000 PSI MIN.GROUT 3000 PSI MIN.GROUT 3000 PSI MIN.GROUT 3000 PSI MIN.

2.2.2.2. DESIGN CAPACITY:DESIGN CAPACITY:DESIGN CAPACITY:DESIGN CAPACITY:

75 KIP COMPRESSION (WORKING)75 KIP COMPRESSION (WORKING)75 KIP COMPRESSION (WORKING)75 KIP COMPRESSION (WORKING)

150 KIP COMPRESSION (ULTIMATE)150 KIP COMPRESSION (ULTIMATE)150 KIP COMPRESSION (ULTIMATE)150 KIP COMPRESSION (ULTIMATE)

3. PILE TYPE:3. PILE TYPE:3. PILE TYPE:3. PILE TYPE: SS200 BY CHANCESS200 BY CHANCESS200 BY CHANCESS200 BY CHANCE

4. PILE LENGTH:4. PILE LENGTH:4. PILE LENGTH:4. PILE LENGTH: 20 FOOT MINIMUM AND UNTIL20 FOOT MINIMUM AND UNTIL20 FOOT MINIMUM AND UNTIL20 FOOT MINIMUM AND UNTIL

INSTALLATION TORQUE OFINSTALLATION TORQUE OFINSTALLATION TORQUE OFINSTALLATION TORQUE OF

16,000 FT-LBS IS REACHED16,000 FT-LBS IS REACHED16,000 FT-LBS IS REACHED16,000 FT-LBS IS REACHED

VERY FLOWABLE GROUTVERY FLOWABLE GROUTVERY FLOWABLE GROUTVERY FLOWABLE GROUT

EXTENSION DISPLACEMENT PLATEEXTENSION DISPLACEMENT PLATEEXTENSION DISPLACEMENT PLATEEXTENSION DISPLACEMENT PLATE

EXTENSIONEXTENSIONEXTENSIONEXTENSION

LEAD DISPLACEMENT PLATELEAD DISPLACEMENT PLATELEAD DISPLACEMENT PLATELEAD DISPLACEMENT PLATE

HELICAL BEARING PLATESHELICAL BEARING PLATESHELICAL BEARING PLATESHELICAL BEARING PLATES

20'-0" MINIMUM LENGTH




SS200 HELICAL ANCHOR BY CHANCE OR APPROVED EQUALSS200 HELICAL ANCHOR BY CHANCE OR APPROVED EQUALSS200 HELICAL ANCHOR BY CHANCE OR APPROVED EQUALSS200 HELICAL ANCHOR BY CHANCE OR APPROVED EQUAL

HELICAL PULL-DOWN PILE NOTESHELICAL PULL-DOWN PILE NOTESHELICAL PULL-DOWN PILE NOTESHELICAL PULL-DOWN PILE NOTES

1.1.1.1. HELICAL PULL-DOWN PILES SHOWN SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERHELICAL PULL-DOWN PILES SHOWN SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERHELICAL PULL-DOWN PILES SHOWN SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERHELICAL PULL-DOWN PILES SHOWN SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF MISSISSIPPI, IN ACCORDANCE WITH THE CRITERIA LISTEDLICENSED IN THE STATE OF MISSISSIPPI, IN ACCORDANCE WITH THE CRITERIA LISTEDLICENSED IN THE STATE OF MISSISSIPPI, IN ACCORDANCE WITH THE CRITERIA LISTEDLICENSED IN THE STATE OF MISSISSIPPI, IN ACCORDANCE WITH THE CRITERIA LISTED

BELOW:BELOW:BELOW:BELOW:

A.A.A.A. COMPRESSION CAPACITY PER HELICAL PIER = 75.0 KIPS/PIER (WORKING LOAD)COMPRESSION CAPACITY PER HELICAL PIER = 75.0 KIPS/PIER (WORKING LOAD)COMPRESSION CAPACITY PER HELICAL PIER = 75.0 KIPS/PIER (WORKING LOAD)COMPRESSION CAPACITY PER HELICAL PIER = 75.0 KIPS/PIER (WORKING LOAD)

FACTOR OF SAFETY = 2.0; ULTIMATE COMPRESSION CAPACITY = 150.0 KIPS/PIERFACTOR OF SAFETY = 2.0; ULTIMATE COMPRESSION CAPACITY = 150.0 KIPS/PIERFACTOR OF SAFETY = 2.0; ULTIMATE COMPRESSION CAPACITY = 150.0 KIPS/PIERFACTOR OF SAFETY = 2.0; ULTIMATE COMPRESSION CAPACITY = 150.0 KIPS/PIER

2.2.2.2. HELICAL PIERS SHALL BE DESIGNED AND INSTALLED FOR THE LOADS INDICATED. SHOPHELICAL PIERS SHALL BE DESIGNED AND INSTALLED FOR THE LOADS INDICATED. SHOPHELICAL PIERS SHALL BE DESIGNED AND INSTALLED FOR THE LOADS INDICATED. SHOPHELICAL PIERS SHALL BE DESIGNED AND INSTALLED FOR THE LOADS INDICATED. SHOP

DRAWINGS SHALL INCLUDE CALCULATIONS, PLANS, DETAILS AND ALL OTHER PERTINENTDRAWINGS SHALL INCLUDE CALCULATIONS, PLANS, DETAILS AND ALL OTHER PERTINENTDRAWINGS SHALL INCLUDE CALCULATIONS, PLANS, DETAILS AND ALL OTHER PERTINENTDRAWINGS SHALL INCLUDE CALCULATIONS, PLANS, DETAILS AND ALL OTHER PERTINENT

INFORMATION REQUIRED FOR INSTALLATION. BOTH CALCULATIONS AND PLANINFORMATION REQUIRED FOR INSTALLATION. BOTH CALCULATIONS AND PLANINFORMATION REQUIRED FOR INSTALLATION. BOTH CALCULATIONS AND PLANINFORMATION REQUIRED FOR INSTALLATION. BOTH CALCULATIONS AND PLAN

SUBMITTAL SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THESUBMITTAL SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THESUBMITTAL SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THESUBMITTAL SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE

STATE OF MISSISSIPPI.STATE OF MISSISSIPPI.STATE OF MISSISSIPPI.STATE OF MISSISSIPPI.

3.3.3.3. HELICAL PIERS SHALL BE INSTALLED BY A SKILLED AND EXPERIENCED INSTALLER WHO ISHELICAL PIERS SHALL BE INSTALLED BY A SKILLED AND EXPERIENCED INSTALLER WHO ISHELICAL PIERS SHALL BE INSTALLED BY A SKILLED AND EXPERIENCED INSTALLER WHO ISHELICAL PIERS SHALL BE INSTALLED BY A SKILLED AND EXPERIENCED INSTALLER WHO IS

FAMILIAR WITH THE METHODS AND REQUIREMENTS NECESSARY TO PROPERLY PERFORMFAMILIAR WITH THE METHODS AND REQUIREMENTS NECESSARY TO PROPERLY PERFORMFAMILIAR WITH THE METHODS AND REQUIREMENTS NECESSARY TO PROPERLY PERFORMFAMILIAR WITH THE METHODS AND REQUIREMENTS NECESSARY TO PROPERLY PERFORM

THE WORK. INSTALLATION UNITS SHALL CONSIST OF ROTARY TYPE TORQUE MOTORSTHE WORK. INSTALLATION UNITS SHALL CONSIST OF ROTARY TYPE TORQUE MOTORSTHE WORK. INSTALLATION UNITS SHALL CONSIST OF ROTARY TYPE TORQUE MOTORSTHE WORK. INSTALLATION UNITS SHALL CONSIST OF ROTARY TYPE TORQUE MOTORS

WITH FORWARD AND REVERSE CAPABILITIES. THESE UNITS SHALL BE CAPABLE OFWITH FORWARD AND REVERSE CAPABILITIES. THESE UNITS SHALL BE CAPABLE OFWITH FORWARD AND REVERSE CAPABILITIES. THESE UNITS SHALL BE CAPABLE OFWITH FORWARD AND REVERSE CAPABILITIES. THESE UNITS SHALL BE CAPABLE OF

DEVELOPING THE MINIMUM TORQUE TO ENSURE PROPER INSTALLATION. HELICAL PIERSDEVELOPING THE MINIMUM TORQUE TO ENSURE PROPER INSTALLATION. HELICAL PIERSDEVELOPING THE MINIMUM TORQUE TO ENSURE PROPER INSTALLATION. HELICAL PIERSDEVELOPING THE MINIMUM TORQUE TO ENSURE PROPER INSTALLATION. HELICAL PIERS

SHALL BE INSTALLED IN A SMOOTH AND CONTINUOUS MANNER AND THE RATE OFSHALL BE INSTALLED IN A SMOOTH AND CONTINUOUS MANNER AND THE RATE OFSHALL BE INSTALLED IN A SMOOTH AND CONTINUOUS MANNER AND THE RATE OFSHALL BE INSTALLED IN A SMOOTH AND CONTINUOUS MANNER AND THE RATE OF

REVOLUTION SHALL BE 5 TO 20 REVOLUTIONS PER MINUTE. IN THE EVENT ANY VOIDSREVOLUTION SHALL BE 5 TO 20 REVOLUTIONS PER MINUTE. IN THE EVENT ANY VOIDSREVOLUTION SHALL BE 5 TO 20 REVOLUTIONS PER MINUTE. IN THE EVENT ANY VOIDSREVOLUTION SHALL BE 5 TO 20 REVOLUTIONS PER MINUTE. IN THE EVENT ANY VOIDS

ARE CREATED DURING THE INSTALLATION PROCESS, VOIDS SHALL BE FILLED BYARE CREATED DURING THE INSTALLATION PROCESS, VOIDS SHALL BE FILLED BYARE CREATED DURING THE INSTALLATION PROCESS, VOIDS SHALL BE FILLED BYARE CREATED DURING THE INSTALLATION PROCESS, VOIDS SHALL BE FILLED BY

PRESSURE GROUTING.PRESSURE GROUTING.PRESSURE GROUTING.PRESSURE GROUTING.

THE SPECIAL INSPECTOR SHALLTHE SPECIAL INSPECTOR SHALLTHE SPECIAL INSPECTOR SHALLTHE SPECIAL INSPECTOR SHALL

BE ONSITE CONTINUOUSLYBE ONSITE CONTINUOUSLYBE ONSITE CONTINUOUSLYBE ONSITE CONTINUOUSLY

WHILE THE HELICAL PILES AREWHILE THE HELICAL PILES AREWHILE THE HELICAL PILES AREWHILE THE HELICAL PILES ARE

INSTALLED. THE SPECIAL INSPECTORINSTALLED. THE SPECIAL INSPECTORINSTALLED. THE SPECIAL INSPECTORINSTALLED. THE SPECIAL INSPECTOR

SHALL SEND A REPORT TO THESHALL SEND A REPORT TO THESHALL SEND A REPORT TO THESHALL SEND A REPORT TO THE

ARCHITECT INDICATING EQUIPMENTARCHITECT INDICATING EQUIPMENTARCHITECT INDICATING EQUIPMENTARCHITECT INDICATING EQUIPMENT

USED, PILE DIMENSIONS AND TYPEUSED, PILE DIMENSIONS AND TYPEUSED, PILE DIMENSIONS AND TYPEUSED, PILE DIMENSIONS AND TYPE

INSTALLED, TIP ELEVATIONS, FINALINSTALLED, TIP ELEVATIONS, FINALINSTALLED, TIP ELEVATIONS, FINALINSTALLED, TIP ELEVATIONS, FINAL

DEPTH, FINAL INSTALLATION TORQUE,DEPTH, FINAL INSTALLATION TORQUE,DEPTH, FINAL INSTALLATION TORQUE,DEPTH, FINAL INSTALLATION TORQUE,

AND VERIFICATION OF GROUTINGAND VERIFICATION OF GROUTINGAND VERIFICATION OF GROUTINGAND VERIFICATION OF GROUTING

PROCEDURES USED.PROCEDURES USED.PROCEDURES USED.PROCEDURES USED.

NOTE:NOTE:NOTE:NOTE:

5/19/17




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3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S206S206S206S2061111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S206S206S206S2062222

DOUBLE ANGLE SHEAR CONNECTIONDOUBLE ANGLE SHEAR CONNECTIONDOUBLE ANGLE SHEAR CONNECTIONDOUBLE ANGLE SHEAR CONNECTION

BEAM SIZEBEAM SIZEBEAM SIZEBEAM SIZENO. OF ROWSNO. OF ROWSNO. OF ROWSNO. OF ROWS

A325 BOLTSA325 BOLTSA325 BOLTSA325 BOLTS

BOLTBOLTBOLTBOLT

DIAMETERDIAMETERDIAMETERDIAMETER

MIN. ANGLEMIN. ANGLEMIN. ANGLEMIN. ANGLE

THICKNESS,"t"THICKNESS,"t"THICKNESS,"t"THICKNESS,"t"

WELD SIZEWELD SIZEWELD SIZEWELD SIZE

"W""W""W""W"

W8W8W8W8 2222 3/4"3/4"3/4"3/4" 1/4"1/4"1/4"1/4" 1/4"1/4"1/4"1/4"

W10W10W10W10 2222 3/4"3/4"3/4"3/4" 1/4"1/4"1/4"1/4" 1/4"1/4"1/4"1/4"

W12W12W12W12 3333 3/4"3/4"3/4"3/4" 1/4"1/4"1/4"1/4" 1/4"1/4"1/4"1/4"

W14W14W14W14 3333 3/4"3/4"3/4"3/4" 5/16"5/16"5/16"5/16" 1/4"1/4"1/4"1/4"

W16W16W16W16 4444 3/4"3/4"3/4"3/4" 5/16"5/16"5/16"5/16" 5/16"5/16"5/16"5/16"

W18W18W18W18 5555 3/4"3/4"3/4"3/4" 5/16"5/16"5/16"5/16" 5/16"5/16"5/16"5/16"

W21W21W21W21 6666 3/4"3/4"3/4"3/4" 5/16"5/16"5/16"5/16" 5//16"5//16"5//16"5//16"

W24W24W24W24 7777 3/4"3/4"3/4"3/4" 3/8"3/8"3/8"3/8" 5/16"5/16"5/16"5/16"

W27W27W27W27 7777 3/4"3/4"3/4"3/4" 3/8"3/8"3/8"3/8" 5/16"5/16"5/16"5/16"

W30W30W30W30 8888 3/4"3/4"3/4"3/4" 3/8"3/8"3/8"3/8" 5/16"5/16"5/16"5/16"

W33W33W33W33 9999 3/4"3/4"3/4"3/4" 3/8"3/8"3/8"3/8" 5/16"5/16"5/16"5/16"

W36W36W36W36 10101010 3/4"3/4"3/4"3/4" 3/8"3/8"3/8"3/8" 5/16"5/16"5/16"5/16"

TYPICAL UNLESS NOTES OTHERWISETYPICAL UNLESS NOTES OTHERWISETYPICAL UNLESS NOTES OTHERWISETYPICAL UNLESS NOTES OTHERWISE

TYPICAL CONTINUOUS BEAM TO COLUMN CONNECTION AT ROOF LEVELTYPICAL CONTINUOUS BEAM TO COLUMN CONNECTION AT ROOF LEVELTYPICAL CONTINUOUS BEAM TO COLUMN CONNECTION AT ROOF LEVELTYPICAL CONTINUOUS BEAM TO COLUMN CONNECTION AT ROOF LEVEL

1/41/41/41/4

1/2" STIFFENER1/2" STIFFENER1/2" STIFFENER1/2" STIFFENER

EA. SIDEEA. SIDEEA. SIDEEA. SIDE 2 ~ 3/4" BOLTS2 ~ 3/4" BOLTS2 ~ 3/4" BOLTS2 ~ 3/4" BOLTS

3/4" PLATE3/4" PLATE3/4" PLATE3/4" PLATE

LENGTH=COLUMN DEPTH + 4 1/2"LENGTH=COLUMN DEPTH + 4 1/2"LENGTH=COLUMN DEPTH + 4 1/2"LENGTH=COLUMN DEPTH + 4 1/2"

WIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAM

WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)

COLUMN (SEE PLAN)COLUMN (SEE PLAN)COLUMN (SEE PLAN)COLUMN (SEE PLAN)

3/4" PLATE3/4" PLATE3/4" PLATE3/4" PLATE

LENGTH=COLUMN DEPTH + 8"LENGTH=COLUMN DEPTH + 8"LENGTH=COLUMN DEPTH + 8"LENGTH=COLUMN DEPTH + 8"

WIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAMWIDTH=COLUMN WIDTH OR BEAM

WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)WIDTH + 1" (WHICHEVER IS GREATER)

1/41/41/41/4

4~ 3/4" BOLTS4~ 3/4" BOLTS4~ 3/4" BOLTS4~ 3/4" BOLTS


EA. SIDEEA. SIDEEA. SIDEEA. SIDE

JOIST REINFORCING AT CONCENTRATED LOADJOIST REINFORCING AT CONCENTRATED LOADJOIST REINFORCING AT CONCENTRATED LOADJOIST REINFORCING AT CONCENTRATED LOAD

CONCENTRATED LOADCONCENTRATED LOADCONCENTRATED LOADCONCENTRATED LOAD

JOIST PANEL POINTJOIST PANEL POINTJOIST PANEL POINTJOIST PANEL POINT

CONCENTRATED LOADCONCENTRATED LOADCONCENTRATED LOADCONCENTRATED LOADL2x2x1/4 WELDED TO TOPL2x2x1/4 WELDED TO TOPL2x2x1/4 WELDED TO TOPL2x2x1/4 WELDED TO TOP

& BOTTOM CHORD& BOTTOM CHORD& BOTTOM CHORD& BOTTOM CHORD

WF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATE

@ "X" BRIDGING@ "X" BRIDGING@ "X" BRIDGING@ "X" BRIDGING

3/163/163/163/16

METALMETALMETALMETAL

DECKINGDECKINGDECKINGDECKING

CONNECT @ MIDPOINTCONNECT @ MIDPOINTCONNECT @ MIDPOINTCONNECT @ MIDPOINT "X" BRIDGING"X" BRIDGING"X" BRIDGING"X" BRIDGING

JOIST (SEE PLAN)JOIST (SEE PLAN)JOIST (SEE PLAN)JOIST (SEE PLAN)

TYPICAL "X" BRIDGING TO BEAMTYPICAL "X" BRIDGING TO BEAMTYPICAL "X" BRIDGING TO BEAMTYPICAL "X" BRIDGING TO BEAM

CONNECTION DETAILCONNECTION DETAILCONNECTION DETAILCONNECTION DETAIL

TYPICAL HORIZONTAL JOIST BRIDGINGTYPICAL HORIZONTAL JOIST BRIDGINGTYPICAL HORIZONTAL JOIST BRIDGINGTYPICAL HORIZONTAL JOIST BRIDGING

TO BEAM CONNECTION DETAIL TO BEAM CONNECTION DETAIL TO BEAM CONNECTION DETAIL TO BEAM CONNECTION DETAIL

WF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATEWF BEAM W/ 1/4" PLATE

@ HORIZONTAL BRIDGING@ HORIZONTAL BRIDGING@ HORIZONTAL BRIDGING@ HORIZONTAL BRIDGING

3/163/163/163/16

METALMETALMETALMETAL

DECKINGDECKINGDECKINGDECKING

HORIZONTAL BRIDGINGHORIZONTAL BRIDGINGHORIZONTAL BRIDGINGHORIZONTAL BRIDGING

JOIST (SEE PLAN)JOIST (SEE PLAN)JOIST (SEE PLAN)JOIST (SEE PLAN)

1/41/41/41/4 9"9"9"9"

1/41/41/41/4

1/2" PLATE 9"x 0'-9"1/2" PLATE 9"x 0'-9"1/2" PLATE 9"x 0'-9"1/2" PLATE 9"x 0'-9" 3 ~ 3/4" DIA.3 ~ 3/4" DIA.3 ~ 3/4" DIA.3 ~ 3/4" DIA.

A325 BOLTSA325 BOLTSA325 BOLTSA325 BOLTS 5/8" PLATE 9"x 1'-0"5/8" PLATE 9"x 1'-0"5/8" PLATE 9"x 1'-0"5/8" PLATE 9"x 1'-0" 4 ~ 3/4" DIA.4 ~ 3/4" DIA.4 ~ 3/4" DIA.4 ~ 3/4" DIA.


1/41/41/41/4 12"12"12"12"


1/41/41/41/4

5/165/165/165/16

5/8" PLATE 9"x 1'-6"5/8" PLATE 9"x 1'-6"5/8" PLATE 9"x 1'-6"5/8" PLATE 9"x 1'-6" 6 ~ 3/4" DIA.6 ~ 3/4" DIA.6 ~ 3/4" DIA.6 ~ 3/4" DIA.


1/41/41/41/4 18"18"18"18"

TYPICAL WIDE FLANGE SPLICE DETAILTYPICAL WIDE FLANGE SPLICE DETAILTYPICAL WIDE FLANGE SPLICE DETAILTYPICAL WIDE FLANGE SPLICE DETAILNOTE:NOTE:NOTE:NOTE: 1.1.1.1. SUBMIT WELDER'S CERTIFICATIONS PER SPECIFICATIONSSUBMIT WELDER'S CERTIFICATIONS PER SPECIFICATIONSSUBMIT WELDER'S CERTIFICATIONS PER SPECIFICATIONSSUBMIT WELDER'S CERTIFICATIONS PER SPECIFICATIONS

PRIOR TO WELDING COMMENCEMENT.PRIOR TO WELDING COMMENCEMENT.PRIOR TO WELDING COMMENCEMENT.PRIOR TO WELDING COMMENCEMENT.

2.2.2.2. PROVIDE CONTINUOUS INSPECTION AND ULTRASONICPROVIDE CONTINUOUS INSPECTION AND ULTRASONICPROVIDE CONTINUOUS INSPECTION AND ULTRASONICPROVIDE CONTINUOUS INSPECTION AND ULTRASONIC

TESTING REPORTS FOR ALL FULL PENETRATION WELDS.TESTING REPORTS FOR ALL FULL PENETRATION WELDS.TESTING REPORTS FOR ALL FULL PENETRATION WELDS.TESTING REPORTS FOR ALL FULL PENETRATION WELDS.

W12 OR W14W12 OR W14W12 OR W14W12 OR W14 W16 OR W18W16 OR W18W16 OR W18W16 OR W18 W21 OR W24W21 OR W24W21 OR W24W21 OR W24

3/163/163/163/16TYP.TYP.TYP.TYP.

JOIST/BEAMJOIST/BEAMJOIST/BEAMJOIST/BEAM

(SEE PLAN)(SEE PLAN)(SEE PLAN)(SEE PLAN)

L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4



L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4

L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.


PLANPLANPLANPLAN

0" @ WF BEAM0" @ WF BEAM0" @ WF BEAM0" @ WF BEAM

1" @ K JOIST1" @ K JOIST1" @ K JOIST1" @ K JOIST

1/2"

1/2"

1/2"

1/2"

3/163/163/163/16TYP.TYP.TYP.TYP.

L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.L4x4x3/8 X 8" LG.


3/163/163/163/16TYP.TYP.TYP.TYP. L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4





SECTIONSECTIONSECTIONSECTION

TYPICAL FRAMING FOR ROOF OPENINGTYPICAL FRAMING FOR ROOF OPENINGTYPICAL FRAMING FOR ROOF OPENINGTYPICAL FRAMING FOR ROOF OPENINGNOTE:NOTE:NOTE:NOTE: CONTRACTOR SHALL DETERMINE CLEAR OPENING SIZE & LOCATIONCONTRACTOR SHALL DETERMINE CLEAR OPENING SIZE & LOCATIONCONTRACTOR SHALL DETERMINE CLEAR OPENING SIZE & LOCATIONCONTRACTOR SHALL DETERMINE CLEAR OPENING SIZE & LOCATION

BASED ON ACTUAL EQUIPMENT PURCHASED AND SHALL COORDINATEBASED ON ACTUAL EQUIPMENT PURCHASED AND SHALL COORDINATEBASED ON ACTUAL EQUIPMENT PURCHASED AND SHALL COORDINATEBASED ON ACTUAL EQUIPMENT PURCHASED AND SHALL COORDINATE

WITH ARCH. & MECH. DRAWINGS.WITH ARCH. & MECH. DRAWINGS.WITH ARCH. & MECH. DRAWINGS.WITH ARCH. & MECH. DRAWINGS.

(ROOF DRAIN PENETRATIONS)(ROOF DRAIN PENETRATIONS)(ROOF DRAIN PENETRATIONS)(ROOF DRAIN PENETRATIONS)

TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.TOP & BOT.

1/2"1/2"1/2"1/2"

36/7 PATTERN36/7 PATTERN36/7 PATTERN36/7 PATTERN




ROOF DECK ATTACHMENT SCHEDULEROOF DECK ATTACHMENT SCHEDULEROOF DECK ATTACHMENT SCHEDULEROOF DECK ATTACHMENT SCHEDULE

ZONEZONEZONEZONEEND SUPPORT ANDEND SUPPORT ANDEND SUPPORT ANDEND SUPPORT AND

DECK PERIMETERDECK PERIMETERDECK PERIMETERDECK PERIMETER

1

INTERMEDIATEINTERMEDIATEINTERMEDIATEINTERMEDIATE

SUPPORTSUPPORTSUPPORTSUPPORT

5/8" DIA. PUDDLE WELD AT 12" O.C.5/8" DIA. PUDDLE WELD AT 12" O.C.5/8" DIA. PUDDLE WELD AT 12" O.C.5/8" DIA. PUDDLE WELD AT 12" O.C.

(36/4 PATTERN)(36/4 PATTERN)(36/4 PATTERN)(36/4 PATTERN)

SIDELAPSSIDELAPSSIDELAPSSIDELAPS









#10 TEKS#10 TEKS#10 TEKS#10 TEKS

(4 PER SPAN MINIMUM)(4 PER SPAN MINIMUM)(4 PER SPAN MINIMUM)(4 PER SPAN MINIMUM)

#10 TEKS#10 TEKS#10 TEKS#10 TEKS


END SUPPORT ATTACHMENTEND SUPPORT ATTACHMENTEND SUPPORT ATTACHMENTEND SUPPORT ATTACHMENT

DECK PERIMETER ATTACHMENTDECK PERIMETER ATTACHMENTDECK PERIMETER ATTACHMENTDECK PERIMETER ATTACHMENT

INTERMEDIATE SUPPORTINTERMEDIATE SUPPORTINTERMEDIATE SUPPORTINTERMEDIATE SUPPORT

ATTACHMENTATTACHMENTATTACHMENTATTACHMENT

ROOF ZONE LOCATIONSROOF ZONE LOCATIONSROOF ZONE LOCATIONSROOF ZONE LOCATIONSa = 5.0 FT.

SIDELAP ATTACHMENTSIDELAP ATTACHMENTSIDELAP ATTACHMENTSIDELAP ATTACHMENT


SEE SCHEDULE FORSEE SCHEDULE FORSEE SCHEDULE FORSEE SCHEDULE FOR

PATTERN REQUIREDPATTERN REQUIREDPATTERN REQUIREDPATTERN REQUIRED

N/AN/AN/AN/A#10 TEKS#10 TEKS#10 TEKS#10 TEKS


T & BT & BT & BT & B

1/41/41/41/4TYP.TYP.TYP.TYP.

3/8" SHEAR TAB W/3/8" SHEAR TAB W/3/8" SHEAR TAB W/3/8" SHEAR TAB W/

(2) 3/4" DIA. A325 BOLTS(2) 3/4" DIA. A325 BOLTS(2) 3/4" DIA. A325 BOLTS(2) 3/4" DIA. A325 BOLTS

HSS 6x6 COLUMNHSS 6x6 COLUMNHSS 6x6 COLUMNHSS 6x6 COLUMN

M1 MOMENT CONNECTION - W10M1 MOMENT CONNECTION - W10M1 MOMENT CONNECTION - W10M1 MOMENT CONNECTION - W10

1/2" COLUMN CAP1/2" COLUMN CAP1/2" COLUMN CAP1/2" COLUMN CAP

3

3 3

33

3

22

22

2

2

22

2

1

1

a typ.

1/41/41/41/4

3/8" PLATE 9" x 6"3/8" PLATE 9" x 6"3/8" PLATE 9" x 6"3/8" PLATE 9" x 6" 2 ~ 3/4" DIA.2 ~ 3/4" DIA.2 ~ 3/4" DIA.2 ~ 3/4" DIA.


W10W10W10W10


W10W10W10W10

2

5/19/17




AP

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BY

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SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

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BY

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BY

SUITEC

S301

2014-2

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#108-2

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BEAM-SEE PLANBEAM-SEE PLANBEAM-SEE PLANBEAM-SEE PLAN1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/

(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS

2"2"2"2"

REINF & FILL 2 CELLS W/REINF & FILL 2 CELLS W/REINF & FILL 2 CELLS W/REINF & FILL 2 CELLS W/

GROUT FULL HEIGHTGROUT FULL HEIGHTGROUT FULL HEIGHTGROUT FULL HEIGHT

BEAM-SEE PLANBEAM-SEE PLANBEAM-SEE PLANBEAM-SEE PLAN

REINF. & FILL 2 CELLS W/REINF. & FILL 2 CELLS W/REINF. & FILL 2 CELLS W/REINF. & FILL 2 CELLS W/

GROUT FULL HEIGHTGROUT FULL HEIGHTGROUT FULL HEIGHTGROUT FULL HEIGHT

1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/1" PLATE 7" x 1'-2" W/

(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS(2) 1/2" DIA. x12" LG. STUDS

BEAM TO 8" CMU WALL CONNECTION DETAILBEAM TO 8" CMU WALL CONNECTION DETAILBEAM TO 8" CMU WALL CONNECTION DETAILBEAM TO 8" CMU WALL CONNECTION DETAIL1" = 1'-0"1" = 1'-0"1" = 1'-0"1" = 1'-0"

SEE PLAN FORSEE PLAN FORSEE PLAN FORSEE PLAN FOR

BEAM SIZEBEAM SIZEBEAM SIZEBEAM SIZE

MIN.

MIN.

MIN.

MIN.

1/2" CLEAR

1/2" CLEAR

1/2" CLEAR

1/2" CLEAR

3/16"3/16"3/16"3/16" 2@12"2@12"2@12"2@12"

3"

3"

3"3"

L2 1/2x3x3/16L2 1/2x3x3/16L2 1/2x3x3/16L2 1/2x3x3/16


TYP. CONDITION @ BEAM & 8" BLOCKTYP. CONDITION @ BEAM & 8" BLOCKTYP. CONDITION @ BEAM & 8" BLOCKTYP. CONDITION @ BEAM & 8" BLOCK1" = 1'-0"1" = 1'-0"1" = 1'-0"1" = 1'-0"

TYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORT1" = 1'-0"1" = 1'-0"1" = 1'-0"1" = 1'-0"

TYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORTTYPICAL INTERIOR WALL SUPPORT1" = 1'-0"1" = 1'-0"1" = 1'-0"1" = 1'-0"

TYP.TYP.TYP.TYP.

1/4" PLATE 3" x 3"1/4" PLATE 3" x 3"1/4" PLATE 3" x 3"1/4" PLATE 3" x 3"

L3x3x1/4 @ 32 O.C.L3x3x1/4 @ 32 O.C.L3x3x1/4 @ 32 O.C.L3x3x1/4 @ 32 O.C.

(MATCH FILLED CELLS)(MATCH FILLED CELLS)(MATCH FILLED CELLS)(MATCH FILLED CELLS)


W/ 1 #5 CONT.W/ 1 #5 CONT.W/ 1 #5 CONT.W/ 1 #5 CONT.

FLEXIBLE CAULKFLEXIBLE CAULKFLEXIBLE CAULKFLEXIBLE CAULK

FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)

2"

2"

2"2"

1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK

FLEXIBLE CAULKFLEXIBLE CAULKFLEXIBLE CAULKFLEXIBLE CAULK

FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)FIRE SAFING (SEE ARCH.)1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK


W/ 1 #5 CONT.W/ 1 #5 CONT.W/ 1 #5 CONT.W/ 1 #5 CONT.

EXTEND BLOCKEXTEND BLOCKEXTEND BLOCKEXTEND BLOCK

BEYOND JOISTBEYOND JOISTBEYOND JOISTBEYOND JOIST

2"

2"

2"2"

3/163/163/163/16TYP.TYP.TYP.TYP.

L3x3x1/4 X CONT.L3x3x1/4 X CONT.L3x3x1/4 X CONT.L3x3x1/4 X CONT.

@ JOIST TYPICAL@ JOIST TYPICAL@ JOIST TYPICAL@ JOIST TYPICAL

CLEAR.

CLEAR.

CLEAR.

CLEAR.

1 1/2"

1 1/2"

1 1/2"

1 1/2"BAR JOISTBAR JOISTBAR JOISTBAR JOIST

OR WF BEAMOR WF BEAMOR WF BEAMOR WF BEAM

BAR JOISTBAR JOISTBAR JOISTBAR JOIST

OR WF BEAMOR WF BEAMOR WF BEAMOR WF BEAM



W16W16W16W16

16K16K16K16K16K16K16K16K

L6x6x3/8 BRICKL6x6x3/8 BRICKL6x6x3/8 BRICKL6x6x3/8 BRICK

VENEER LOOSE LINTELVENEER LOOSE LINTELVENEER LOOSE LINTELVENEER LOOSE LINTEL

W14W14W14W14


W14W14W14W14


W14W14W14W14


4"

4"

4"4"

1/4" CONN. PLATE,1/4" CONN. PLATE,1/4" CONN. PLATE,1/4" CONN. PLATE,


3/163/163/163/16TYP.TYP.TYP.TYP.

3/163/163/163/16


SCHEDULESCHEDULESCHEDULESCHEDULE

SEE TYPICAL 8" CMUSEE TYPICAL 8" CMUSEE TYPICAL 8" CMUSEE TYPICAL 8" CMU

WALL SECTION DETAILWALL SECTION DETAILWALL SECTION DETAILWALL SECTION DETAIL

FOR REINFORCINGFOR REINFORCINGFOR REINFORCINGFOR REINFORCING


16" BOND BEAM W/16" BOND BEAM W/16" BOND BEAM W/16" BOND BEAM W/

2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)

T.O. MASONRY =T.O. MASONRY =T.O. MASONRY =T.O. MASONRY =

14' - 8" A.F.F.14' - 8" A.F.F.14' - 8" A.F.F.14' - 8" A.F.F.




6"6"6"6"

L4x4x1/4 X CONT. W/ 1/2" DIA. X 6" LG.L4x4x1/4 X CONT. W/ 1/2" DIA. X 6" LG.L4x4x1/4 X CONT. W/ 1/2" DIA. X 6" LG.L4x4x1/4 X CONT. W/ 1/2" DIA. X 6" LG.

WEDGE ANCHORS @ 24" O.C.WEDGE ANCHORS @ 24" O.C.WEDGE ANCHORS @ 24" O.C.WEDGE ANCHORS @ 24" O.C.

L2x2x1/4 "X-BRACING"L2x2x1/4 "X-BRACING"L2x2x1/4 "X-BRACING"L2x2x1/4 "X-BRACING"

(SEE PLAN FOR LOCATION)(SEE PLAN FOR LOCATION)(SEE PLAN FOR LOCATION)(SEE PLAN FOR LOCATION)


3/163/163/163/16






2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)

BEAM BEARING =BEAM BEARING =BEAM BEARING =BEAM BEARING =

12' - 8" A.F.F.12' - 8" A.F.F.12' - 8" A.F.F.12' - 8" A.F.F.

W14W14W14W14


1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.

W/ 2~ 1/2" DIA. X 12" LG. STUDSW/ 2~ 1/2" DIA. X 12" LG. STUDSW/ 2~ 1/2" DIA. X 12" LG. STUDSW/ 2~ 1/2" DIA. X 12" LG. STUDS

1" TO DECK EDGE1" TO DECK EDGE1" TO DECK EDGE1" TO DECK EDGE


3/163/163/163/16

1/41/41/41/4

CMU BETWEENCMU BETWEENCMU BETWEENCMU BETWEEN

WF BEAMSWF BEAMSWF BEAMSWF BEAMS



5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

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S302

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81 G

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1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S302S302S302S3023333

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S302S302S302S3022222

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S302S302S302S3021111

A1

T.O. STEEL=T.O. STEEL=T.O. STEEL=T.O. STEEL=

13' - 11" A.F.F.13' - 11" A.F.F.13' - 11" A.F.F.13' - 11" A.F.F.



PARAPET FRAMINGPARAPET FRAMINGPARAPET FRAMINGPARAPET FRAMING


1/4" PLATE @ 4'-0" O.C. MAX.1/4" PLATE @ 4'-0" O.C. MAX.1/4" PLATE @ 4'-0" O.C. MAX.1/4" PLATE @ 4'-0" O.C. MAX.


3/163/163/163/16

3/163/163/163/16






2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)

BEAM BEARING =BEAM BEARING =BEAM BEARING =BEAM BEARING =

12' - 8" A.F.F.12' - 8" A.F.F.12' - 8" A.F.F.12' - 8" A.F.F.



W14W14W14W14


1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.1" PLATE 7" WIDE X 1'-2" LG.


HSS14x4x1/4 CONT.HSS14x4x1/4 CONT.HSS14x4x1/4 CONT.HSS14x4x1/4 CONT.

1/41/41/41/4






A1


13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.



(SEE ARCH.)(SEE ARCH.)(SEE ARCH.)(SEE ARCH.) 1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK

W10 - SEE PLANW10 - SEE PLANW10 - SEE PLANW10 - SEE PLAN

16K16K16K16K

1/81/81/81/8


4 1/2" (VERIFY4 1/2" (VERIFY4 1/2" (VERIFY4 1/2" (VERIFYCURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,



5 1/2" (VERIFY5 1/2" (VERIFY5 1/2" (VERIFY5 1/2" (VERIFY


1"1"1"1"

3/163/163/163/16L4x4x1/4 X CONT.L4x4x1/4 X CONT.L4x4x1/4 X CONT.L4x4x1/4 X CONT.

C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.

1/41/41/41/43 SIDES3 SIDES3 SIDES3 SIDES

3/8" PLATE @ 48" MAX.3/8" PLATE @ 48" MAX.3/8" PLATE @ 48" MAX.3/8" PLATE @ 48" MAX.

A1

HSS 6x6 COLUMNHSS 6x6 COLUMNHSS 6x6 COLUMNHSS 6x6 COLUMN

3/8" PLATE 3"X3"3/8" PLATE 3"X3"3/8" PLATE 3"X3"3/8" PLATE 3"X3"


13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.13' - 8 1/2" A.F.F.



(SEE ARCH.)(SEE ARCH.)(SEE ARCH.)(SEE ARCH.) 1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK1 1/2" METAL DECK

16K16K16K16K

1/81/81/81/8

CURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,CURTAIN WALL SYSTEM,



5 1/2" (VERIFY5 1/2" (VERIFY5 1/2" (VERIFY5 1/2" (VERIFY


3/163/163/163/16L4x4x1/4 X CONT.L4x4x1/4 X CONT.L4x4x1/4 X CONT.L4x4x1/4 X CONT.

C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.C6x8.2 @ 48" MAX.



12K12K12K12K






2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)

3/8" PLATE 4" WIDE X 12" LG.3/8" PLATE 4" WIDE X 12" LG.3/8" PLATE 4" WIDE X 12" LG.3/8" PLATE 4" WIDE X 12" LG.


OFFSET JOISTOFFSET JOISTOFFSET JOISTOFFSET JOIST

12K OR12K OR12K OR12K OR

14K14K14K14K

L2x2x1/4 x 6" LG. W/L2x2x1/4 x 6" LG. W/L2x2x1/4 x 6" LG. W/L2x2x1/4 x 6" LG. W/

2~ 1/2" DIA. WEDGE ANCHORS2~ 1/2" DIA. WEDGE ANCHORS2~ 1/2" DIA. WEDGE ANCHORS2~ 1/2" DIA. WEDGE ANCHORS

(TYPICAL)(TYPICAL)(TYPICAL)(TYPICAL)

3/163/163/163/16








2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)


W/ 1/2" DIA. X 4" LG. STUDW/ 1/2" DIA. X 4" LG. STUDW/ 1/2" DIA. X 4" LG. STUDW/ 1/2" DIA. X 4" LG. STUD

L4x4x1/4 CONTL4x4x1/4 CONTL4x4x1/4 CONTL4x4x1/4 CONT

12K12K12K12K




3/163/163/163/16

JOIST ENDJOIST ENDJOIST ENDJOIST END

2" TO2" TO2" TO2" TO


#5 CONT.#5 CONT.#5 CONT.#5 CONT.



GROUT WALL SOLIDGROUT WALL SOLIDGROUT WALL SOLIDGROUT WALL SOLID



SEE TYPICAL 8" CMU WALLSEE TYPICAL 8" CMU WALLSEE TYPICAL 8" CMU WALLSEE TYPICAL 8" CMU WALL

SECTION DETAIL FORSECTION DETAIL FORSECTION DETAIL FORSECTION DETAIL FOR

REINFORCING REQUIREMENTSREINFORCING REQUIREMENTSREINFORCING REQUIREMENTSREINFORCING REQUIREMENTS


2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)




12K OR12K OR12K OR12K OR

14K14K14K14K




3/163/163/163/16







T.O. STEEL = SEE ARCH.T.O. STEEL = SEE ARCH.T.O. STEEL = SEE ARCH.T.O. STEEL = SEE ARCH.

L6x6x3/8 W/ 5/8" DIA. X 6" LG.L6x6x3/8 W/ 5/8" DIA. X 6" LG.L6x6x3/8 W/ 5/8" DIA. X 6" LG.L6x6x3/8 W/ 5/8" DIA. X 6" LG.

(4" MIN. EMBED) WEDGE(4" MIN. EMBED) WEDGE(4" MIN. EMBED) WEDGE(4" MIN. EMBED) WEDGE

ANCHORS @ 24" O.C.ANCHORS @ 24" O.C.ANCHORS @ 24" O.C.ANCHORS @ 24" O.C.

GROUT THIS WALL SOLIDGROUT THIS WALL SOLIDGROUT THIS WALL SOLIDGROUT THIS WALL SOLID

5/19/17




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NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

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S303

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1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3031111

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3032222

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3033333

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3034444

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3035555

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S303S303S303S3036666








2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)




16K16K16K16K




3/163/163/163/16







AC

8"8"8"8"

FACE OF CONCRETEFACE OF CONCRETEFACE OF CONCRETEFACE OF CONCRETE

RETAINING WALL BELOWRETAINING WALL BELOWRETAINING WALL BELOWRETAINING WALL BELOW

3/163/163/163/16

1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING

16K16K16K16K

HORIZ. BRIDGINGHORIZ. BRIDGINGHORIZ. BRIDGINGHORIZ. BRIDGING

W10W10W10W10


1/41/41/41/43 SIDES3 SIDES3 SIDES3 SIDES

1"1"1"1"

3/8" PLATE @ 4'-0" MAX.3/8" PLATE @ 4'-0" MAX.3/8" PLATE @ 4'-0" MAX.3/8" PLATE @ 4'-0" MAX.

C6x8.2 @ 4'-0' MAX.C6x8.2 @ 4'-0' MAX.C6x8.2 @ 4'-0' MAX.C6x8.2 @ 4'-0' MAX.

3/163/163/163/16

3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.

4"

4"

4"4"

9"9"9"9"

DECK EDGEDECK EDGEDECK EDGEDECK EDGE

1" TO 1" TO 1" TO 1" TO



AC

3/163/163/163/16 3"@12"3"@12"3"@12"3"@12"

1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING1/4" PLATE @ HORIZ. BRIDGING

16K16K16K16K

HORIZ. BRIDGINGHORIZ. BRIDGINGHORIZ. BRIDGINGHORIZ. BRIDGING


3/163/163/163/16






2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)2~ #5 (1T & 1B)





8"8"8"8"


LAP 30"LAP 30"LAP 30"LAP 30"


LAP 30"LAP 30"LAP 30"LAP 30"

CONCRETE WALL - SEECONCRETE WALL - SEECONCRETE WALL - SEECONCRETE WALL - SEE

FOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILS

6"6"6"6"

T.O. MASONRYT.O. MASONRYT.O. MASONRYT.O. MASONRY

= 13'- 8 1/2"= 13'- 8 1/2"= 13'- 8 1/2"= 13'- 8 1/2"

L6x6x3/8 X CONT. W/ 1/2" DIA.L6x6x3/8 X CONT. W/ 1/2" DIA.L6x6x3/8 X CONT. W/ 1/2" DIA.L6x6x3/8 X CONT. W/ 1/2" DIA.

X 6" LG. WEDGE ANCHORS @ 24" O.C.X 6" LG. WEDGE ANCHORS @ 24" O.C.X 6" LG. WEDGE ANCHORS @ 24" O.C.X 6" LG. WEDGE ANCHORS @ 24" O.C.

1' - 3"1' - 3"1' - 3"1' - 3"

3/163/163/163/16

3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.3/8" BENT PLATE X CONT.

4"

4"

4"4"

9"9"9"9"

DECK EDGEDECK EDGEDECK EDGEDECK EDGE




GROUT WALL SOLIDGROUT WALL SOLIDGROUT WALL SOLIDGROUT WALL SOLID

5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

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S304

2014-2

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#108-2

81 G

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BU

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1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S304S304S304S3041111

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S304S304S304S3042222

1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0"S304S304S304S3043333

MARKMARKMARKMARK

COLUMN SIZE

COLUMN SIZE

COLUMN SIZE

COLUMN SIZE

C1C1C1C1 C2C2C2C2 C3C3C3C3 C4C4C4C4

COLUMN SCHEDULE AND PIER DETAILSCOLUMN SCHEDULE AND PIER DETAILSCOLUMN SCHEDULE AND PIER DETAILSCOLUMN SCHEDULE AND PIER DETAILS

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

FIRSTFIRSTFIRSTFIRST

FLOORFLOORFLOORFLOOR

BASE PLATEBASE PLATEBASE PLATEBASE PLATE

SIZE SIZE SIZE SIZE

PIER SIZEPIER SIZEPIER SIZEPIER SIZE

SEE DETAILSEE DETAILSEE DETAILSEE DETAIL

NOTESNOTESNOTESNOTES

1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"

1/S4011/S4011/S4011/S401

HIGHHIGHHIGHHIGH

C5C5C5C5 C6C6C6C6


HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"

2/S4012/S4012/S4012/S401


1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"

3/S4013/S4013/S4013/S401


1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"

1/S4021/S4021/S4021/S402


1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"1 1/4" x 14" x 14"

2/S4022/S4022/S4022/S402


GRADE BEAM REINF.GRADE BEAM REINF.GRADE BEAM REINF.GRADE BEAM REINF.

CONT. THRU PIERCONT. THRU PIERCONT. THRU PIERCONT. THRU PIER

8"

8"

8"8"

2' - 8"

2' - 8"

2' - 8"

2' - 8"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

PIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLAN

W/ 8 #7 DOWELS (3 EA. SIDE)W/ 8 #7 DOWELS (3 EA. SIDE)W/ 8 #7 DOWELS (3 EA. SIDE)W/ 8 #7 DOWELS (3 EA. SIDE)

& 4 #4 TIES @ 8 1/2"& 4 #4 TIES @ 8 1/2"& 4 #4 TIES @ 8 1/2"& 4 #4 TIES @ 8 1/2"

1" GROUT1" GROUT1" GROUT1" GROUT

PLATE PLATE PLATE PLATE

(4) 1" DIA. x 24" LG.(4) 1" DIA. x 24" LG.(4) 1" DIA. x 24" LG.(4) 1" DIA. x 24" LG.

HEADED ANCHOR BOLTSHEADED ANCHOR BOLTSHEADED ANCHOR BOLTSHEADED ANCHOR BOLTS

1' - 0"1' - 0"1' - 0"1' - 0"

7"

7"

7"7"

7"

7"

7"7"

2"

2"

2"2"

2"

2"

2"2"

7"7"7"7"

1' - 0"1' - 0"1' - 0"1' - 0"SEE PLANSEE PLANSEE PLANSEE PLAN

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

FOOTING - SEE PLAN & SCHEDULEFOOTING - SEE PLAN & SCHEDULEFOOTING - SEE PLAN & SCHEDULEFOOTING - SEE PLAN & SCHEDULE

FOR SIZE AND REINFORCING REQ'D.FOR SIZE AND REINFORCING REQ'D.FOR SIZE AND REINFORCING REQ'D.FOR SIZE AND REINFORCING REQ'D.

3" CL.

3" CL.

3" CL.

3" CL.

6~ #6 DOWELS6~ #6 DOWELS6~ #6 DOWELS6~ #6 DOWELS

(3T & 3B) LAP 30"(3T & 3B) LAP 30"(3T & 3B) LAP 30"(3T & 3B) LAP 30"

HSS 6x6HSS 6x6HSS 6x6HSS 6x6

COLUMNCOLUMNCOLUMNCOLUMN

1' - 8"1' - 8"1' - 8"1' - 8"

8"8"8"8"

2"2"2"2" 2"2"2"2"

1' - 8"

1' - 8"

1' - 8"

1' - 8"

7"7"7"7"

A1

AB



(PROVIDE CORNER(PROVIDE CORNER(PROVIDE CORNER(PROVIDE CORNER

BARS)BARS)BARS)BARS)

8"

8"

8"8"

2' - 8"

2' - 8"

2' - 8"

2' - 8"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

PIER SEE PLANPIER SEE PLANPIER SEE PLANPIER SEE PLAN







1' - 0"1' - 0"1' - 0"1' - 0"

7"

7"

7"7"

7"

7"

7"7"

2"

2"

2"2"

2"

2"

2"2"

7"7"7"7"

1' - 0"1' - 0"1' - 0"1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"



3" CL.

3" CL.

3" CL.

3" CL.



2"2"2"2" 2"2"2"2"

8"

8"

8"8"

1' - 8"

1' - 8"

1' - 8"

1' - 8"

8"8"8"8"


7"7"7"7"

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

EXTERIOR GRADE BEAMEXTERIOR GRADE BEAMEXTERIOR GRADE BEAMEXTERIOR GRADE BEAM

(REINF. NOT SHOWN)(REINF. NOT SHOWN)(REINF. NOT SHOWN)(REINF. NOT SHOWN)

1' - 8"1' - 8"1' - 8"1' - 8"

AA

A1



8"

8"

8"8"

2' - 8"

2' - 8"

2' - 8"

2' - 8"

3' - 4"

3' - 4"

3' - 4"

3' - 4"

PIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLANPIER 2'-0" x SEE PLAN







1' - 0"1' - 0"1' - 0"1' - 0"

7"

7"

7"7"

7"

7"

7"7"

2"

2"

2"2"

2"

2"

2"2"

7"7"7"7"

1' - 0"1' - 0"1' - 0"1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"



3" CL.

3" CL.

3" CL.

3" CL.



2"2"2"2" 2"2"2"2"

2' - 4"

2' - 4"

2' - 4"

2' - 4"

1' - 8"1' - 8"1' - 8"1' - 8"

8"8"8"8"



7"7"7"7"

AA

A2

5/19/17




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628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

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BY

SUITEC

S401

2014-2

9

05-1

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CO

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MN

SC

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#108-2

81 G

RE

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OF

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UT

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MIS

SIS

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IES

BU

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CA

MP

US

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S401S401S401S4011111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S401S401S401S4012222

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S401S401S401S4013333

7"

7"

7"

7"

7"

7"

7"

7"

2"

2"

2"

2"

2"

2"

2"

2"

7"7"7"7"

2"2"2"2" 2"2"2"2"

7"7"7"7"

8"

8"

8"

8"

1' -

8"

1' -

8"

1' -

8"

1' -

8"

1' - 0"1' - 0"1' - 0"1' - 0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

SEE P

LAN

SEE P

LAN

SEE P

LAN

SEE P

LAN


7"7"7"7" 8"8"8"8" 8"8"8"8"

2' - 0"2' - 0"2' - 0"2' - 0"










1' - 0"1' - 0"1' - 0"1' - 0"





AC

A1










1' - 0"1' - 0"1' - 0"1' - 0"





2"

2"

2"

2"

2"

2"

2"

2"

7"7"7"7"

2"2"2"2" 2"2"2"2"

7"7"7"7"

7"7"7"7" 8"8"8"8"

2' - 0"2' - 0"2' - 0"2' - 0"

1' - 1"1' - 1"1' - 1"1' - 1"SEE PLANSEE PLANSEE PLANSEE PLAN

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

8"

1' -

8"

1' -

8"

1' -

8"

6~ #6 DOWELS6~ #6 DOWELS6~ #6 DOWELS6~ #6 DOWELS

(3T & 3B) LAP 30"(3T & 3B) LAP 30"(3T & 3B) LAP 30"(3T & 3B) LAP 30"

AC

A3

5/19/17




AP

PR

OV

ED

BY

CH

EC

KE

D B

Y

DR

AW

N B

Y

RE

VIS

ED

DA

TE

JO

B N

UM

BE

R

SHEET

628

ASHINTO

NAVENUE

,OCEAN

MS 39564

PHONE: (228) 762-1975 FAX: (228) 769-9545

EMAIL:C

ONTACT@


ARCHITECTURAL

GROUP

SPRINGS,

W

AP

PR

OV

ED

BY

AP

PR

OV

ED

BY

SUITEC

S402

2014-2

9

05-1

9-2

017

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D

HG

D

CO

LU

MN

DE

TA

ILS

GS

#108-2

81 G

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ALL R

EN

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ION

S

UN

IVE

RS

ITY

OF

SO

UT

HE

RN

MIS

SIS

SIP

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HA

TT

IES

BU

RG

CA

MP

US

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S402S402S402S4021111

3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"S402S402S402S4022222

Documents

C S MS 39564 : (228) 769-9545 G A S DESIGN CRITERIA ......6.66..6. concrete cover for reinforcing shall conform to aci 318 or as indicated on the drawings. 7.77..7. all reinforcing