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6283C - Construction of Denton Regional Public Safety Training Facility, 4.Drawings/ PlansPGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C1.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C2.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C3.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C3.01 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C4.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C4.01 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C5.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C6.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C7.00 PGAL TBPE REG. NO: F-2742 ʋDESCRIPTION DATE 5601 BRIDGE STREET SUITE 420 [F] 817-687-0085 FORT WORTH, TX 76112 [T] 817-687-0080 &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents 604 E. HICKORY DENTON, TX 76205 3030 LBJ FREEWAY, SUITE 1220 DALLAS, TX 75234 [T] 972 871 2225 WWW.PGAL.COM C7.01 76+.+6;#0&%+2 56#0&#4&&'6#+.5 9#6'49#56'9#6'4 '0)+0''4+0) SANITARY SEWER 76+.+6;#0&%+2 56#0&#4&&'6#+.5 9#56'9#6'4 '0)+0''4+0) S E W E R 76+.+6;#0&%+2 56#0&#4&&'6#+.5 9#56'9#6'4 '0)+0''4+0) ͟ 56#0&#4&&'6#+.5 9#6'4 76+.+6;#0&%+2 '0)+0''4+0) 56#0&#4&&'6#+.5 9#6'4 '0)+0''4+0)5'48+%'5 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CRITERIA UNLESSOTHERWISE NOTED ON THE DRAWINGS. DO NOT USE THESE DRAWINGSWITHOUT THE ACCOMPANYING SPECIFICATIONS AND RELATED CIVIL ANDMEP DRAWINGS. FOR ALL ITEMS, SEE THE SPECIFICATIONS FOR ADDITIONALDETAILS AND REQUIREMENTS. THE MOST STRINGENT REQUIREMENTSGOVERN CONDITIONS COVERED BY BOTH THE DRAWINGS AND THEPROJECT SPECIFICATIONS OR BY CONFLICTING ITEMS.A. STRUCTURE CLASSIFICATION1. THE BURN TOWER WILL BE A TRAINING PROP USED BY THE OWNER TO TRAIN ABLE-BODIED FIREFIGHTERS UNDER LIVE FIRE AND OTHER TRAINING SCENARIOS.2. THE BURN TOWER WILL NOT BE AN OCCUPIED STRUCTURE, EXCEPT DURING TRAINING EXERCISES.3. THE BURN TOWER IS CLASSIFIED AS MISCELLANEOUS USE GROUP (USE GROUP U).B. LIVE FIRE TRAINING DESIGN CRITERIATHE BURN TOWER HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA. THEOWNER SHALL IMPLEMENT ADDITIONAL RESTRICTIONS TO ENSURE PERSONNELSAFETY.1. MAXIMUM TEMPERATURE DURING LIVE FIRE TRAINING AT THE GAS BURN PROPS = 700 DEGREES F.2. ONLY GAS BURN PROPS SHALL BE USED FOR LIVE FIRE TRAINING IN ROOMSCONTAINING PERMANENT GAS BURN PROPS. NO OTHER FUELS SHALL BE USED.3. LIVE FIRE TRAINING SHALL OCCUR IN BURN ROOMS ONLY (AT THE GAS BURN PROPS). NO FIRES ARE ALLOWED ELSEWHERE IN ROOMS CONTAINING GAS BURN PROPS OR ANYWHERE IN ROOMS THAT DO NOT CONTAIN GAS BURN PROPS, ON THE INTERIOR STAIRS AND LANDINGS, ON THE BALCONY, ON THE MEZZANINE OR ON THE ROOFS.4. BEFORE LIVE FIRE TRAINING COULD BE ALLOWED IN NON-BURN ROOMS, THE BURN TOWER WOULD HAVE TO BE RETROFITTED TO ACCOMMODATE LIVE FIRE TRAINING, INCLUDING THE ADDITION OF THERMAL LININGS. THE CEILINGS HAVE BEEN DESIGNED TO SUPPORT THE ADDITIONAL LOADS OF LIMITED AMOUNTS OF THERMAL LININGS AT FUTURE GAS BURN PROP LOCATIONS.5. LIVE FIRE TRAINING SHALL BE IN ACCORDANCE WITH NFPA 1403.6. TRAINING THAT INCLUDES EXPLOSIVES, FIREARMS, OR TEAR GAS SHALL NOT BE PERMITTED WITHIN OR NEAR THE BURN TOWER.7. ONCE ALL CONCRETE AND MASONRY WORK HAS BEEN COMPLETED, THE BURN TOWER SHALL STAND FOR A 2 MONTH MINIMUM CURING PERIOD BEFORE CONDUCTING THE FIRST LIVE FIRE TRAINING EVOLUTION. INSTALLATION OF OTHER TRADES MAY OCCUR DURING THE 2 MONTH CONCRETE AND MASONRY CURING PERIOD.8. WALLS, CEILINGS AND BEAMS ADJACENT TO THE GAS BURN PROPS HAVE BEEN PROTECTED FROM HEAT AND THERMAL SHOCK WITH THERMAL LININGS. ALL FLOORS AND OTHER WALLS AWAY FROM GAS BURN PROPS AND IN NON-BURN ROOMS, AND NON-STRUCTURAL ITEMS ARE NOT PROTECTED WITH THERMAL LININGS.9. ITEMS NOT PROTECTED WITH THERMAL LININGS BUT EXPOSED TO TEMPERATURES GREATER THAN 150 DEGREES F ARE EXPECTED TO GRADUALLY DETERIORATE WITH EVERY EVOLUTION. MAINTENANCE WILL BE REQUIRED ON ALL COMPONENTS AND SHOULD BE INCLUDED IN ANNUAL BUDGETS..10. FIRES SHOULD BE PLACED AWAY FROM DOORS, SHUTTERS AND FLOOR AND ROOF OPENINGS TO REDUCE DETERIORATION OF THOSE ITEMS.11. THE TEMPERATURES AND HEAT ENERGY WITHIN THE BURN TOWER DURING LIVE FIRE TRAINING EVOLUTIONS ARE EXPECTED TO BE HIGHER THAN THOSE FROM OTHER BUILDING FIRES. THE OWNER SHALL ESTABLISH AND ENFORCE STANDARD OPERATING PROCEDURES THAT ADDRESS FUEL LOADS AND HEAT ENERGY, AND MAINTAIN A SAFE TRAINING ENVIRONMENT FOR PERSONNEL, AND PROMOTE DURABILITY OF THE BURN TOWER AND ITS COMPONENTS.C. CODES AND STANDARDS THE FOLLOWING CODES AND STANDARDS GOVERN THE DESIGN, CONSTRUCTION, QUALITY CONTROL, AND SAFETY OF STRUCTURAL WORK PERFORMED ON THIS PROJECT:1. INTERNATIONAL BUILDING CODE (IBC-2012), INTERNATIONAL CODE COUNCIL (ICC).2. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - AISC STEEL CONSTRUCTION MANUAL 13TH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), EXCEPT AS MODIFIED BY IBC.3. STRUCTURAL WELDING CODE - STEEL (AWS D1.1), AMERICAN WELDING SOCIETY (AWS).4. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318), AMERICAN CONCRETE INSTITUTE (ACI), EXCEPT AS MODIFIED BY IBC.5. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301), AMERICAN CONCRETE INSTITUTE (ACI).6. MANUAL OF STANDARD PRACTICE (CRSI), CONCRETE REINFORCING STEEL INSTITUTE (CRSI).7. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530), AMERICAN CONCRETE INSTITUTE (ACI), EXCEPT AS MODIFIED BY IBC.8. SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1), AMERICAN CONCRETE INSTITUTE (ACI), EXCEPT AS MODIFIED BY IBC.D. DESIGN LIVE LOADS1. FLOORS: 50 PSF PLUS DEAD WEIGHT OF THERMAL LININGS.2. STAIRS: 100 PSF3. ROOFS: 50 PSF PLUS DEAD WEIGHT OF THERMAL LININGSE. DESIGN SNOW LOADS1. GROUND SNOW LOAD (Pg) = 5 PSF2. FLAT ROOF SNOW LOAD (Pf) = 5 PSF3. SNOW EXPOSURE FACTOR (Ce) = 1.04. THERMAL FACTOR (Ct) = 1.25. SNOW LOAD IMPORTANCE FACTOR (Is) = 1.0F. DESIGN WIND LOADS1. ULTIMATE DESIGN WIND SPEED (Vult) = 115 MPH.2. NOMINAL DESIGN WIND SPEED (Vasd) = 89 MPH.3. WIND RISK CATEGORY II4. WIND EXPOSURE CATEGORY = C5. WIND DESIGN PRESSURE (P) FOR THE MAIN WIND FORCE RESISTING SYSTEM AT ROOF = 16.0 PSF (WORKING LOAD) FOR WINDWARD WALLS, -11.2 PSF (WORKING LOAD) FOR LEEWARD WALLS, COMBINED PRESSURE = 27.2 PSF (WORKING LOAD), -21.7 PSF (WORKING LOAD) VERTICAL FOR ROOFS.6. WIND DESIGN PRESSURE (P) FOR BUILDING COMPONENTS AND CLADDING (EXTERIOR MASONRY WALLS) = 20.0 PSF (INWARD OR OUTWARD, WORKING LOAD).G. SEISMIC DESIGN DATA1. BUILDING OCCUPANCY CATEGORY II2. SEISMIC IMPORTANCE FACTOR (Ie) = 1.03. SITE CLASS C4. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.087 , SD1 = 0.0615. SEISMIC DESIGN CATEGORY = A6. BASIC SEISMIC FORCE-RESISTING SYSTEM: A.9 - BEARING WALL SYSTEM WITH ORDINARY REINFORCED MASONRY SHEAR WALLS7. RESPONSE MODIFICATION FACTOR (R) = 2.08. DEFLECTION AMPLIFICATION FACTOR (Cd) = 1.759. DESIGN BASE SHEAR (V) = 0.044 x WH. DATUM AND BUILDING ELEVATIONS1. THE DATUM IS THE TOP OF THE FIRST FLOOR CONCRETE SLAB AT THE EXTERIOR FACE OF THE EXTERIOR WALLS AT THE LOWEST POINT, AND IS DESIGNATED ON THE DRAWINGS AS 0.00 FEET.2. THE DATUM ELEVATION OF THE BURN TOWER IS 605.00 FEET.3. ALL TOP OF SLAB AND GRATING ELEVATIONS ARE SHOWN IN THE PLANS AS +XX.XX OR -XX.XX IN FEET RELATIVE TO THE DATUM.I. FOUNDATIONS1. SEE SHEETS BT2.00 AND BT3.02 FOR FOUNDATION DESIGN INFORMATION.J. CAST-IN-PLACE CONCRETE CONSTRUCTION1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 318, ACI 301, AND THE ACI DETAILING MANUAL.2. PROVIDE CONCRETE WITH PROPERTIES THAT CONFORM TO THE CRITERIA SPECIFIED IN TABLE 1 ON SHEET BT0.02.3. PROVIDE NORMAL WEIGHT CONCRETE.4. TESTING AGENCY SHALL TAKE CONCRETE TEST CYLINDERS IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318, CHAPTER 5 AND THE CONTRACT SPECIFICATIONS.5. SEE THE CONTRACT SPECIFICATIONS FOR ADDITIONAL CONCRETE TESTING REQUIREMENTS (AIR CONTENT, SLUMP, ETC.).6. TESTING AGENCY SHALL PERFORM REBAR INSPECTIONS OF ALL REINFORCING STEEL BEFORE ALL CONCRETE POURS.7. WHEN PLACING CONCRETE ON SLOPING FORMS AT CONCRETE STAIRS, PLACE CONCRETE AT LOWEST ELEVATION OF FORMS FIRST AND WORK UP TOWARD THE HIGHEST ELEVATION.8. PROVIDE CONTINUOUS DRIP ALONG EDGES OF ELEVATED CONCRETE SLABS WITH OVERHANGS AS SHOWN ON THE DRAWINGS.K. CONCRETE REINFORCEMENT1. PROVIDE HIGH STRENGTH, NEW BILLET DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 FOR STEEL REINFORCEMENT IN CONCRETE.2. PROVIDE STEEL REINFORCEMENT DETAILS IN ACCORDANCE WITH ACI 318 AND CRSI STANDARDS.3. PROVIDE CONCRETE PROTECTION FOR STEEL REINFORCEMENT OF CAST- IN-PLACE CONCRETE AS SPECIFIED IN TABLE 2 ON SHEET BT0.02. PLACE THE OUTERMOST LAYERS OF REINFORCING AS CLOSE TO THE CONCRETE SURFACES AS POSSIBLE WITHOUT VIOLATING THE REQUIREMENTS SHOWN IN THE TABLE.L. MASONRY1. PROVIDE 2-CELL NORMAL WEIGHT CONCRETE BLOCK CONFORMING TO ASTM C-90. SEE SPECIFICATIONS FOR MASONRY STRENGTH REQUIREMENTS.2. PROVIDE MORTAR THAT CONFORMS TO ASTM C-270, TYPE S.3. ADD INTEGRAL WATER REPELLENT ADMIXTURE TO BLOCK AND MORTAR IN WALLS IN ACCORDANCE WITH THE SPECIFICATIONS.4. UNLESS OTHERWISE NOTED, PROVIDE HORIZONTAL JOINT REINFORCING AT 16" ON CENTER VERTICALLY IN ALL MASONRY WALLS.5. UNLESS OTHERWISE NOTED, PROVIDE (1) #5 VERTICAL BAR AT ENDS OF WALLS, AT WALL CORNERS, AT JAMBS OF ALL DOOR, WINDOW AND GAS BURN PROP OPENINGS AND AT 32" O.C. MAXIMUM IN ALL MASONRY WALLS IN THE TWO-STORY PORTION OF THE BURN TOWER AND AT 16" O.C. IN THE REMAINING PORTIONS OF THE BURN TOWER.6. AS INDICATED IN THE DETAILS ON SHEET BT4.00, GROUT EVERY CELL SOLID IN ALL PRIMARY MASONRY BEARING WALLS AND MASONRY PARAPETS, INCLUDING CELLS WITHOUT REINFORCING. GROUT ONLY REINFORCED CELLS SOLID IN SECONDARY MASONRY BEARING WALLS7. PROVIDE VERTICAL REINFORCING BARS FOR FULL HEIGHT OF WALL, AND DOWEL BARS INTO CONCRETE AS INDICATED ON THE DRAWINGS.8. SEE DRAWINGS FOR ADDITIONAL DETAILS RELATING TO VERTICAL REINFORCING BARS, INCLUDING BARS AT OPENINGS AND AT OTHER LOCATIONS.9. KEEP CELLS TO RECEIVE BARS CLEAN OF MORTAR DROPPINGS.10. SECURE VERTICAL BARS WITH WIRE TIES AND SPACERS AT TOP AND BOTTOM TO ASSURE THAT BARS REMAIN IN POSITION DURING GROUTING.11. FILL CELLS CONTAINING VERTICAL BARS FULL HEIGHT WITH 2,000 PSI MASONRY GROUT PER ASTM C-476.12. CLOSE CLEANOUTS AFTER GROUT FLOWS FULLY TO BOTTOM OF WALL. VIBRATE GROUT DURING PLACEMENT TO ELIMINATE AIR POCKETS.13. SEE THE CONTRACT SPECIFICATIONS FOR MASONRY TESTING AND INSPECTIONS REQUIRED, INCLUDING REINFORCING AND GROUTING INSPECTIONS.M. ANCHORS1. INSTALL ADHESIVE ANCHORS, EXPANSION ANCHORS, SLEEVE ANCHORS, AND CONCRETE ANCHOR SCREWS PER THE TYPICAL ANCHOR SCHEDULES ON SHEET BT0.02.2. PROVIDE ANCHORS WITH MINIMUM EMBEDMENT AND ALLOWABLE CAPACITIES SHOWN IN THE SCHEDULES, UNLESS OTHERWISE NOTED ON THE DRAWINGS.3. IF MINIMUM REQUIREMENTS FOR ANCHORS CAN NOT BE ACHIEVED DUE TO FIELD CONDITIONS, NOTIFY THE ENGINEER.4. INSTALL ALL ANCHORS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.5. DRILL HOLES FOR ANCHORS TO BE INSTALLED IN MASONRY WITH A ROTARY DRILL ONLY, NOT A ROTARY-HAMMER DRILL. DO NOT DAMAGE FACES OF WALLS, SLABS OR OTHER SUBSTRATES WHILE DRILLING.6. SUBMIT PROPOSED ANCHORS TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING WORK.N. STEEL SHAPES AND PLATES1. PROVIDE STEEL WITH PROPERTIES LISTED IN TABLE 3 ON SHEET BT0.02.2. SEE SPECIFICATIONS FOR REQUIREMENTS OF STAINLESS STEEL ANGLES AND PLATES.3. PROVIDE WELDED SHOP CONNECTIONS UNLESS OTHERWISE NOTED.4. MAKE FIELD CONNECTIONS WITH ASTM A-325N HIGH STRENGTH BOLTS TIGHTENED TO A SNUG TIGHT CONDITION, UNLESS OTHERWISE NOTED.5. PERFORM ALL WELDING WITH WELDERS QUALIFIED IN ACCORDANCE WITH AWS PROCEDURES FOR WELDER QUALIFICATION.6. PROVIDE GALVANIZED STEEL MEMBERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS AS "STAINLESS STEEL".7. AT GALVANIZING VENT HOLES IN PIPES AND TUBES IN RAILINGS, ROPE FRAMES, AND OTHER NOTED ITEMS, PLUG ALL VENT HOLES AFTER GALVANIZING WITH A BLACK NYLON BUMPER PANEL RETAINER BY AU-VE-CO PRODUCTS (PART NO. 10831) AND SUPPLIED BY FASTENAL (FASTENAL PART NO. 0162595, WWW.FASTENAL.COM), OR AN APPROVED EQUIVALENT. PROVIDE DIFFERENT SIZE PLUG IF GALVANIZING HOLE IS DIFFERENT THAN THE SPECIFIED PLUG. AN ACCEPTABLE ALTERNATIVE IS TO PLUG WELD THE GALVANIZING VENT HOLES, GRIND THE WELDS SMOOTH, AND TOUCH UP WITH GALVANIZING REPAIR PAINT.8. WHERE INDICATED IN THE DRAWINGS, PROVIDE STAINLESS STEEL OF TYPE INDICATED IN THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR GALVANIZED AND STAINLESS STEEL.9. SEE THE CONTRACT SPECIFICATIONS FOR STEEL TESTING AND INSPECTIONS REQUIRED.O. STEEL GRATING1. PROVIDE 2" DEEP, 13 GAUGE, GALVANIZED McNICHOLS 'PERF-O GRIP' STEEL GRATING OR AN EQUIVALENT APPROVED BY THE ENGINEER. MAXIMUM PLANK WIDTH IS 12 INCHES. INSTALL GRATING IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO CREATE A TWO-SPAN CONDITION BY WELDING. WELD SIDES OF ADJACENT PANELS TOGETHER PER THE MANUFACTURER'S RECOMMENDATIONS.2. PROVIDE A GALVANIZED END PLATE TO CLOSE OFF THE ENDS OF ALL GRATING PLANKS TO ELIMINATE JAGGED EDGES AND TO STRENGTHEN THE ENDS OF THE PLANKS.3. TOUCH UP ALL ABRASIONS AND WELDS WITH GALVANIZING REPAIR PAINT.P. THERMAL LINING SYSTEM1. THE BASIS OF DESIGN FOR THE THERMAL LINING SYSTEM IS HTL SYSTEM 203 LITE, MANUFACTURED BY HIGH TEMPERATURE LININGS, INC., OF WHITESTONE, VIRGINIA AT (800) 411-6313. EQUAL SYSTEMS MAY BE SUBMITTED FOR APPROVAL. SEE SPECIFICATION SECTION 07 20 00 FOR SYSTEM COMPONENT REQUIREMENTS, PERFORMANCE REQUIREMENTS, QUALIFICATION PROCEDURE AND SUBMITTAL REQUIREMENTS.2. INSTALL THERMAL LINING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER. INSTALLATION SHALL BE PERFORMED BY A MANUFACTURER-APPROVED INSTALLER.3. INSTALL THERMAL LINING SYSTEM TO ACCOMMODATE TEMPERATURE MONITORING SYSTEM AND OTHER MONOTORING/DETECTION DEVICES ASSOCIATED WITH GAS BURN PROPS.4. SUBMIT PRODUCT DATA AND SHOP DRAWINGS DETAILING FABRICATION ANDERECTION OF THERMAL LINING SYSTEM TO ENGINEER FOR APPROVAL.INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS OF THERMAL LININGSYSTEM AND PROVIDE CONNECTIONS TO SUBSTRATES. SHOW ANCHORAGEAND ACCESSORY ITEMS. PROVIDE AN OPERATIONS AND MAINTENANCEMANUAL DESCRIBING ALL REQUIRED MAINTENANCE AND OPERATIONALREQUIREMENTS. IF REQUIRED MAINTENANCE REQUIRES TRAINING, PROVIDEONE ON-SITE TRAINING SESSION FOR OWNERS REPRESENTATIVES AT DATEAND TIME AGREEABLE TO THE OWNER.5. THE THERMAL LINING SYSTEM MANUFACTURER SHALL PROVIDE A ONE YEARWARRANTY FOR THE THERMAL LINING SYSTEM, STARTING FROM THE DATEOF THE OWNER ACCEPTANCE OF THE PROJECT, TO COVER REPLACEMENTOF ALL DEFECTIVE MATERIALS AND MATERIALS FOUND TO BE DEFECTIVEDUE TO WORKMANSHIP FOUND WITHIN THE WARRANTY PERIOD.Q. FIXED ACCESS LADDERS1. AT THE HIGH ROOF (UP TO THE STAIR ROOF), PROVIDE A HEAVY DUTY, FIXED, WALL-MOUNTED, GALVANIZED VERTICAL ACCESS LADDER. NOMINAL HEIGHT OF LADDER IS 9'-3"+\- FROM THE TOP OF THE HIGH ROOF SLAB TO THE TOP OF THE STAIR ROOF SLAB (PLUS ADDITIONAL 3'-6 HEIGHT FOR FALL PROTECTION).2. AT THE LOW ROOF (UP TO THE HIGH ROOF), PROVIDE A HEAVY DUTY, FIXED, WALL-MOUNTED, GALVANIZED CAGED VERTICAL ACCESS LADDER WITH CROSSOVER PLATFORM AND RETURN TO REAR OF PARAPET. NOMINAL HEIGHT OF LADDER IS 42'-0"+\- FROM THE TOP OF THE LOW ROOF SLAB TO THE TOP OF THE CROSSOVER PLATFORM. PROVIDE A CROSS-OVER PLATFORM CONSISTING OF GALVANIZED TREADS WITH CORRUGATED SURFACE. PROVIDE GRAB RAILS THAT EXTEND 3'-6" ABOVE THE CROSSOVER PLATFORM.3. FOR ALL ACCESS LADDERS, PROVIDE CONTINUOUS CHANNEL OR RECTANGULAR TUBING SIDE RAILS SPACED 24 INCHES APART (BETWEEN SIDE RAILS) AND SIZED TO SUPPORT LOADS WITHIN CODE-REQUIRED LIMITS FOR DEFLECTION. PROVIDE GALVANIZED LADDER RUNGS, WITH CORRUGATED SURFACES, SPACED AT 12" O.C. VERTICALLY. EACH LADDER RUNG SHALL BE CAPABLE OF CARRYING 1,000 POUNDS LOAD AND SHALL BE ATTACHED AT THE CENTERLINE OF THE SIDE RAILS BY WELDING OR WITH GALVANIZED CONNECTORS.4. PROVIDE ACCESS LADDERS, CERTIFIED TO MEET OSHA/ANSI A 14.3 STANDARDS, BY ACL INDUSTRIES, INC., ALACO LADDER COMPANY, O'KEEFE'S, INC., OR AN EQUIVALENT APPROVED BY THE ENGINEER.5. SUBMIT SHOP DRAWINGS SHOWING ALL COMPONENTS, SIZES, LENGTHS AND ATTACHMENTS TO THE STRUCTURE FOR APPROVAL BY THE ENGINEER.R. OPENINGS IN MASONRY WALLS FOR GAS BURN PROPS1. AT LOCATIONS INDICATED IN DRAWINGS, PROVIDE OPENINGS THROUGHMASONRY WALLS, AND IN SOME CASES THROUGH THERMAL LININGS ONWALLS, FOR GAS BURN PROP COMPONENTS. PROVIDE LINTEL OVEROPENINGS (UNLESS OPENING IS AT TOP OF MASONRY WALL BELOWCONCRETE BOND BEAM) PER DETAIL 3/BT4.00. PROVIDE SOLID MASONRYBELOW OPENINGS (UNLESS OPENING IS AT FLOOR LEVEL) PER DETAIL2/BT1.05. PROVIDE REINFORCING FOR FULL HEIGHT OF WALL INFULLY-GROUTED CELLS ON EACH SIDE OF ALL OPENINGS PER DETAIL2/BT1.05.2. THE GAS PROP VENDOR SHALL CONFIRM AND PROVIDE ALL FINAL GAS BURNPROP OPENING LOCATIONS AND SIZE REQUIREMENTS. IF NECESSARY, MAKEADJUSTMENTS TO THE OPENING LOCATIONS AND SIZES AS PART OF THECONTRACT. [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 FOUNDATION GENERAL NOTES1. CRITICAL FOUNDATION CONSTRUCTION PRACTICESA. THE FOLLOWING FOUNDATION CONSTRUCTION PRACTICES ARE CRITICAL AND MUST BE ADHERED TO BY THE CONTRACTOR IN ORDER TO AVOID DAMAGE TO THE BUILDING, DUE TO SOIL MOVEMENT, DURING OR AFTER CONSTRUCTION:B. THE SITE MUST BE GRADED AWAY FROM THE BUILDING. PONDING WATER IS NOT ALLOWED WITHIN OR NEAR THE BUILDING PAD.C. PIER HOLES MUST BE DRILLED WITHIN THE SPECIFIED TOLERANCES. ANY PORTION OF THE PIER HOLES DRILLED BEYOND THE SPECIFIED TOLERANCES ARE NOT ACCEPTABLE.D. SEPARATION OF STRUCTURE FROM SOIL: 1. A VOID SHALL BE CONSTRUCTED BELOW ALL STRUCTURAL BEAMS, SLABS AND OTHER ELEMENTS SUPPORTED BY PIERS TO SEPARATE THESE ELEMENTS FROM THE SOIL. THE TYPICAL DETAIL PROVIDED IN THE DRAWINGS FOR SEPARATION OF STRUCTURE FROM THE SOIL SHOWS THE MOST COMMON METHODS OF PROVIDING A VOID BY EITHER FORMING THE BOTTOM OR USING RECTANGULAR CARTON FORMS. THE VOID SHALL BE PROTECTED FROM SOIL INTRUSION BY THE PLACEMENT OF SIDE RETAINERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE REQUIRED VOIDS AND SIDE RETAINERS EXIST, REGARDLESS OF THE FORMING SYSTEM IMPLEMENTED. 2. SIDE RETAINERS SHALL BE MOTZBLOCK "SURERETAINER" BY SUREVOID PRODUCTS, INC., OR EQUAL. 3. WHERE CARTON FORMS ARE USED TO CONSTRUCT THIS VOID THE CARTON FORMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND THE INSTALLATION SHALL COMPLY WITH THE FOLLOWING: A. SEAL DISCONTINUOUS ENDS OF CARTON FORMS AND TAPE ALL JOINTS WITH WATERPROOF TAPE SO THAT CONCRETE WILL NOT ENTER THE VOID SPACE DURING PLACEMENT OF CONCRETE. DO NOT LEAVE GAPS BETWEEN CARTON FORM SECTIONS. B. DO NOT USE TRAPEZOIDAL CARTON FORMS AS A METHOD OF PROVIDING SIDE RETAINERS TO PREVENT SOIL INTRUSION INTO THE VOID SPACE. C. PREMANUFACTURED CARTON FORMS WITH CIRCULAR EDGES SHALL BE USED AROUND ALL DRILLED PIERS. D. DO NOT ALLOW ANY PORTION OF CARTON FORMS TO FALL WITHIN THE CIRCUMFERENCE OF PIERS CAUSING A REDUCTION IN THE BEARING AREA. E. PROTECT CARTON FORMS FROM WATER. DO NOT INSTALL CARTON FORMS DURING WET WEATHER OR ON WET GROUND. CARTON FORMS WHICH BECOME WET PRIOR TO PLACEMENT OF CONCRETE SHALL BE REMOVED AND REPLACED. F. PROTECT CARTON FORMS, FROM PUNCTURING, COLLAPSING OR CRUSHING DURING CONSTRUCTION. ALL DAMAGED CARTON FORMS MUST BE REPLACED PRIOR TO CONCRETE PLACEMENT. G. EXERCISE CARE IN PLACEMENT OF CONCRETE TO AVOID COLLAPSE OF CARTON FORMS. IF CARTON FORMS COLLAPSE, SOIL BENEATH THE CONCRETE SHALL BE DUG OUT AND A PROPER VOID SPACE SHALL BE CREATED AND PROTECTED BY INSTALLING THE SPECIFIED SOIL RETAINERS. 4. A SLAB POURED ON CARTON FORMS IS NOT CONSIDERED A SLAB-ON- GRADE AND SHALL NOT BE CONSTRUCTED WITH CONTROL JOINTS AND SHALL NOT BE SAW CUT.E. IMMEDIATELY BACKFILL OUTSIDE THE PERIMETER GRADE BEAMS WITH CLAY FILL BEFORE PONDING WATER CAN OCCUR. PRIOR TO BACKFILLING, REMOVE ANY GENERAL OR SELECT FILL. 1. CLAY FILL SHALL BE ON-SITE MATERIAL OR IMPORTED MATERIAL WITH A PLASTICITY INDEX AND A LIQUID LIMIT COMPARABLE TO THE ON-SITE CLAYS AND SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. 2. CLAY FILL SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LOOSE LIFTS NOT EXCEEDING 4 INCHES AND COMPACTED WITH HAND OPERATED COMPACTORS OR SMALL SELF-PROPELLED COMPACTORS. LARGE AND HEAVY COMPACTORS SHALL NOT BE USED ON FILL BEHIND BEAMS. 3. COMPACT TO 92 TO 98 PERCENT OF MAXIMUM DENSITY (ASTM D698) AT A MOISTURE CONTENT OF 0 TO 4 PERCENT ABOVE OPTIMUM MOISTURE.2. CAST-IN-PLACE CONCRETEA. CONSTRUCTION JOINTS: 1. CAST ALL GRADE BEAMS AS MONOLITHIC ELEMENTS. ALL INTERSECTIONS ARE TO BE CAST MONOLITHICALLY. CAST ALL SLABS ON CARTON FORMS AS MONOLITHIC ELEMENTS. 2. WHERE CONSTRUCTION JOINTS ARE UNAVOIDABLE, CONSTRUCTION JOINTS SHALL CONFORM TO THE TYPICAL DETAILS AND SHALL BE LOCATED WITHIN 1'-0" OF CENTER-SPAN BETWEEN SUPPORTS.B. CONDUITS, PIPES AND SLEEVES 1. VARIOUS CONDUITS, PIPES AND SLEEVES WHICH ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS MAY BE REQUIRED BY EQUIPMENT SUPPLIERS OR THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE AND IMPLEMENT THESE ITEMS INTO THE CONCRETE WORK OBSERVING THE FOLLOWING GUIDELINES. 2. ALL CONDUITS, PIPES AND SLEEVES EMBEDDED IN CONCRETE SHALL COMPLY WITH ACI 318, SECTION 6.3, AND THESE SPECIFIC NOTES. THESE NOTES SHALL GOVERN WHERE THEY ARE IN CONFLICT WITH ACI. 3. HORIZONTAL CONDUITS AND PIPES EMBEDDED IN SLABS. A. DUE TO THE THIN CONCRETE SLABS ON THIS PROJECT, NO HORIZONTAL CONDUIT OR PIPE IS PERMITTED TO BE EMBEDDED IN THE SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 4. HORIZONTAL SLEEVES, CONDUITS OR PIPES EMBEDDED IN THE CONCRETE BEAMS. A. HORIZONTAL SLEEVES, CONDUITS OR PIPES SHALL PASS THROUGH AT RIGHT ANGLES TO THE SIDES OF BEAMS AND SHALL NOT BE PLACED LONGITUDINALLY WITHIN BEAMS. B. THE OUTSIDE DIAMETER OF HORIZONTAL SLEEVES, CONDUITS OR PIPES PASSING THROUGH BEAMS SHALL NOT BE GREATER THAN 8". C. PLACE SLEEVES, CONDUITS OR PIPES WITHIN THE MIDDLE THIRD OF THE BEAM DEPTH, 6 INCHES AWAY FROM ANY INTERSECTING MEMBERS. D. THE CLEAR DISTANCE BETWEEN SLEEVE, CONDUITS AND PIPES SHALL NOT BE LESS THAN 3 OUTSIDE DIAMETERS OR 6 INCHES, WHICHEVER IS GREATER. E. SLEEVES, CONDUITS OR PIPES MUST BE LOCATED WITH IN THE MIDDLE THIRD OF THE BEAM SPAN. F. UNLESS NOTED OTHERWISE, PROVIDE TWO ADDITIONAL STIRRUPS EACH SIDE OF EACH SLEEVE, CONDUIT OR PIPE. PLACE 2#5 BARS T&B, 2" CLEAR OF EACH SLEEVE, CONDUIT OR PIPE RUNNING HORIZONTALLY WITHIN THE BEAM. EXTEND THE 2#5 BARS 2'-0" EACH SIDE OF THE SLEEVE, CONDUIT OR PIPE. 5. VERTICAL SLEEVES, CONDUITS OR PIPES EMBEDDED IN THE CONCRETE BEAMS. A. NO VERTICAL CONDUIT OR PIPE IS PERMITTED TO BE EMBEDDED IN THE CONCRETE BEAMS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT OR UNLESS SPECIFICALLY DETAILED OTHERWISE.3. CONCRETEA. PIER CONCRETE SHALL HAVE A SLUMP OF 5-7 INCHES.4. CONCRETE REINFORCEMENTA. DETAIL ALL BARS CONTINUOUSLY WITH HOOKS AND SPLICES SPECIFIED BELOW. 1. HOOKS: A. ALL BEAM AND SLAB TOP BARS, BEAM INTERMEDIATE BARS AND ONE-THIRD OF BEAM BOTTOM BARS SHALL BE TERMINATED AT DISCONTINUOUS ENDS WITH STANDARD 90 DEGREE HOOK. 2. SPLICE LOCATIONS (TYPICAL, UNLESS NOTED OTHERWISE): A. SPLICE TOP BARS ONLY AT MIDSPAN BETWEEN SUPPORTS. SPLICES ARE NOT ALLOWED IN SPANS WITH LENGTHS LESS THAN ONE HALF OF THE ADJACENT SPAN LENGTH. B. WHERE SPECIFIED TOP BARS IN ADJACENT BEAMS ARE DIFFERENT, EXTEND THE GREATER AMOUNT OF STEEL OVER THE SUPPORT BETWEEN THE TWO BEAMS. C. SPLICE BOTTOM BARS ONLY DIRECTLY OVER SUPPORTS. D. ALTERNATE SPLICES OF INTERMEDIATE BEAM BARS BETWEEN MIDSPANS AND SUPPORTS, WITH NO MORE THAN 50 PERCENT OF THE BARS ON EITHER FACE SPLICED AT THE SAME LOCATIONS. E. BARS IN SLABS ON CARTON FORMS: 1. SPLICE CONTINUOUS SLAB BOTTOM BARS OVER SUPPORTS. 2. SPLICE CONTINUOUS SLAB TOP BARS AT MID SPAN OF SLAB. 3. MINIMUM LAP SPLICE LENGTHS: A. BEAM BOTTOM BARS: 48 BAR DIAMETERS B. BEAM TOP BARS: 62 BAR DIAMETERS C. ALL BEAM INTERMEDIATE BARS: 65 BAR DIAMETERS D. BARS IN SLABS ON CARTON FORMS: 50 BAR DIAMETERS 4. STIRRUPS: A. PLACE THE FIRST SET OF STIRRUPS AT 2" FROM THE FACE OF THE SUPPORT AND THE REST OF THE STIRRUPS TO CENTER SPAN ACCORDING TO THE SPECIFIED SPACING.B. PROVIDE CORNER BARS PER TYPICAL GRADE BEAM OR WALL INTERSECTION DETAIL.C. PROVIDE DOWELS BETWEEN FOUNDATION AND MASONRY WALLS SHOWN ON THE STRUCTURAL FRAMING PLANS. DOWELS SHALL MATCH SIZES AND SPACINGS OF THE VERTICAL MASONRY WALL REINFORCING AND SHALL EXTEND AT LEAST 48 BAR DIAMETERS INTO BOTH THE FOUNDATION AND THE MASONRY WALLS.SEE SHEET BT0.01 FOR OTHER GENERAL NOTESCONCRETE GRADE BEAM SCHEDULENOTES:1. SLAB THICKNESS SHALL BE 8" MINIMUM. SLOPE TOP SURFACE ONLY. BOTTOM OF SLAB SHALL BE AT -0.67'.SEE FIRST FLOOR PLAN 1/BT1.00 FOR CONCRETE SLAB ELEVATIONS, AND SLOPES.2. SLAB REINFORCING SHALL BE #5 AT 12" O.C. CONTINUOUS BOTH WAYS TOP AND BOTTOM, INCLUDING STAIR LANDING.3. OUTERMOST REINFORCING LAYERS SHALL BE IN THIS DIRECTION IN PLAN: SLOPE TOP BARS WITH TOP OF SLAB TO MAINTAIN PROPER COVER OVER ENTIRE BAR LENGTH.4. PROVIDE STANDARD 90° END HOOKS ON BARS AS SHOWN IN SECTIONS. HOOKS DO NOT HAVE TO BE VERTICAL. HOOKSCAN BE ROTATED TO MAINTAIN PROPER COVER AT ENDS OF BARS.5. ALL SINGLE-WYTHE WALLS ARE 8" THICK (NOMINAL). SEE SHEET BT4.00 FOR TYPICAL MASONRY WALL SECTIONS. SEEDETAIL 6/BT4.00 FOR CAVITY WALL THICKNESS.6. PRIMARY BEARING WALLS ARE SHOWN AS , SEE DETAIL 1/BT4.00.7. AT (13) LOCATIONS SHOWN ON 1/BT2.01, PROVIDE (3) #7 VERTICAL BARS FULL HEIGHT FROM FOOTING TO ROOF AT END OFWALL IN ONE OR TWO DIRECTIONS FROM END OF WALL AS SHOWN. SEE 1/BT4.00 FOR MORE INFORMATION, EXCEPT PROVIDE4'-0" LONG LAPS.8. REFER TO SHEET BT3.02 FOR PIER SCHEDULE AND TYPICAL FOUNDATION DETAILS.9. GRADE BEAMS SHALL BE CENTERED UNDER WALLS. PIERS SHALL BE LOCATED ON CENTERLINE OF GRADE BEAMS AND WALLS.MARKSIZEREINFORCEMENTSTIRRUPSREMARKSWIDTH DEPTHTOPSIZETYPESPACING (in.)EACH END U.O.N.BTGB132"(4) #10--- #31@2", R@7"(4) #10BTGB232"(3) #9--- #4(4) #8BTGB332"(5) #10 (2) #6 E.F. #3(5) #9BTGB432"(4) #8--- #4(4) #91@2", R@5"1@2", R@14"NOTES:1. DOUBLE STIRRUPS.30"20"30"24"BTGB648"(3) #8--- #4(3) #91@2", R@16"18"NOTE 1BOTTOM SIDENOTE 11@2", R@14"BTGB532"(3) #8--- #4(3) #81@2", R@14"18"BTGB724"(2) #6---(2) #6REF DETAIL 3/BT4.0912"40' - 0"44' - 8"6' - 8"33' - 4"28' - 8"16' - 0"9' - 4"4' - 8"6' - 0"6' - 0"14' - 8"14' - 8"12' - 8"9' - 4"4' - 8"6' - 0"8' - 0"16' - 8"9' - 4"18' - 0"9' - 4"4' - 8"16' - 8"16' - 0"22' - 0"BTGB1BTGB1P1P3P2P3P4P3P1P2P2P3P2P1P2P1P3P1BTGB2BTGB2BTGB5BTGB5BTGB3BTGB3BTGB1BTGB1BTGB3BTGB3BTGB4BTGB4BTGB4BTGB4BTGB3BTGB3BTGB4BTGB4BTGB2BTGB2BTGB2BTGB2BTGB4BTGB4BTGB2BTGB2BTGB6BTGB6BTGB5BTGB54BT3.021BT200/BT3.009/28/16STATEOFTEXAS W.C. EMMETT99553LICENSEDP R O F ESSIOALENGINEERNAG&E Structural EngenuityF-8435Firm Reg No. 184-005962AG&E Associates, PLLC15280 Addison Road, Suite 310Addison, Texas 75001Ph: 214.520.7202www.age-se.comSHEET NUMBERSHEET TITLECONSULTANTARCHITECTCLIENTPROJECT NUMBERDENTON REGIONALPUBLIC SAFETYTRAINING FACILITY4111 Vintage BoulevardDenton CountyDenton, TexasCITY OF DENTON[T](940) 349-7200[F](940) 381-5401604 E. HickoryDenton, Texas 76205PROJECT#16-113PROJECT LOCATIONPROJECT NAMEREGISTRATIONDRAWING HISTORYCOPYRIGHT ©PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY, SUITE 1220DALLAS, TX 75234[T] 9 7 2 8 7 1 2 2 2 5W W W . P G A L . C O M№. DESCRIPTION DATE09/28/16 - Phase 1 Bid DocumentsBT2.00BURN TOWER -FOUNDATION PLAN51807016.00north 1/4" = 1'-0"1BURN TOWER - FOUNDATION PLAN [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 DRILLED PIERS30 BAR DIA.3"30 BAR DIA.10"6" 4" 4" 6"3" 3"10"SCHED.SCHED. SEEPLAN2'-0"2'-0"2'-0"2'-0", TYP.SCHED.SCHED. SEEPLAN6"3"TYPICAL PIER DETAIL- CASED PIERTYPICAL DETAIL- BEAM ORWALL TO PIERTYPICAL DETAIL- STRUCTURALSLAB ON VOID SPACETYPICAL DETAIL- SEPARATION OFSTRUCT. FROM EXPANSIVE CLAYTYPICAL DETAIL- STRUCTURALSLAB CONSTRUCTION JOINTTYPICAL DETAIL- GRADE BEAMBACKFILLTYPICAL DETAIL- GRADEBEAM INTERSECTIONTYPICAL DETAIL- CONCRETEBEAM CONSTRUCTION JOINTTYPICAL EXTERIOR GRADEBEAMTYPICAL INTERIOR GRADEBEAMNO SCALE1BT3.02BT2.00NO SCALE2BT3.02BT2.0010BT3.02BT2.008BT3.02BT2.006BT3.02BT2.009BT3.02BT2.005BT3.02BT2.007BT3.02BT2.00NO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALEBT3.02BT2.00NO SCALE4BT3.02BT2.003PLAN VIEWBEAM ELEVATIONSECTION "A"CARTON FORMSHAPE AT PIERSDRILLED PIER SCHEDULEBEAMWALL ORVERT. REINFORCINGDOWELS EQUAL TOIN PIERPIERTOP OF PIER ELEVATION30 BAR DIAMETERBEAM OR WALLCORNER BARS TOMATCH HORIZ.REINF.HORIZ. REINF. AS SCHED.OR DETAILEDLAP TYPICALNOTE:CORNER BAR NOT REQUIREDWHERE HORIZ. REINFORCINGIS DETAILED WITH A HOOKCORNER BARS TOBEAM OR WALLREINF.MATCH HORIZ.CARTON FORMS ASPROTECTION BOARDVAPOR BARRIER (SEESTRUCTURAL SLABMANUFACTURED BY SURE VOIDPRODUCTS, INC., OR EQUALSPECIFICATIONS)CONTINUOUS THROUGHALL REINFORCING TO BECONSTRUCTION JOINTNOTE:1/4 OF SLAB THICKNESS1/4 OF SLAB THICKNESSTHAN BEAM WIDTHTHROUGH C.J.1/3 OF1/3 OF 1/3 OFDEPTHWITH WIDTH 6" LESSSHEAR KEY 3" DEEPDEPTH DEPTHCENTERLINE OFLOCATE C.J. ATSPAN- SEE GEN.HORIZONTAL REINFORCINGTO BE CONTINUOUSOF C.J.STIRRUPS EACH SIDEPROVIDE ADDITIONALNOTESGRADE BEAMS, WALLS,PILASTERS, OR PIERCAPSMOTZBLOCK "SURE RETAINER"BY SURE VOID PRODUCTS, INC.,OR EQUALFORM SOFFIT OR PROVIDERECTANGULAR CARTON FORMAS MANUFACTURED BY SUREVOID PRODUCTS, INC., OR EQUALSLOPE AWAYFROM BUILDINGLIMIT OFEXCAVATIONIMMEDIATELY BACKFILL THEGRADE BEAM BEFOREPONDING WATER CAN OCCUR.BACKFILL WITH ON-SITE CLAYMATERIAL. SEE GENERALNOTES FOR COMPACTIONEXTERIORGRADE BEAMVOID BELOWBEAM PERTYPICAL DETAILREINFORCINGVERTICALDIAMETER (IN.)PIERP1P3P4P2MARKTIES CAPACITYPENETRATION(FT.)242418188#78#76#76#7#3@12#3@12#3@12#3@1228202014NOTES433K339K240K170K#4@12 W/1#4 CONT.SEE PLAN FORSLAB REINF.SEE SCHED. FORBEAM REINF.DOUBLE STIRRUPSWHERE SCHEDULED#4@12 W/1#4 CONT. E.W.SEE PLAN FORSLAB REINF.SEE SCHED. FORBEAM REINF.DOUBLE STIRRUPSWHERE SCHEDULEDCMU WALL- SEE PLANS FORLOCATIONS, SEE GENERAL NOTESFOR REINFORCING AND DOWELSCMU WALL- SEE PLANS FORLOCATIONS, SEE GENERAL NOTESFOR REINFORCING AND DOWELSPIER CONDITIONSPECIFIC TOP OFSEE DETAIL 2 FORBEARING STRATUMSCHEDULED PENETRATIONSHAFT DIA.SCHEDULEDSCHEDULEDTIESSCHED.PITCHSCHEDULEDVERT. REINF.3" CLR."A"BOTTOM OF CASINGFIN. FLR. EL.- SEE PLANSESTIMATED AVERAGE DEPTHTO BEARING = 38' (TO BEDISTANCE AS REQ'DTO SEAT CASING INTOBEARING STRATAREBAR SPACERSPER SPECS1'-5" LAP FOR #31'-10" LAP FOR #4SUREVOID "ARCVOID"UNDER GRADE BEAMOR EQUAL AT PIERVERIFIED BY OWNER'S GEOTCH.LAB PRIOR TO CONSTRUCTION)1. PIERS ARE DESIGNED WITH THE FOLLOWING ALLOWABLE VALUES PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC. (PSI), DATED SEPTEMBER 2, 2016. A. END BEARING. . . . . . . . . . . . . . . . . . . . 24,000 PSF B. SIDE SHEAR . . . . . . . . . . . . . . . . . . . . 2,500 PSF2. THE BEARING STRATUM IS GRAY SHALE.3. SHAFTS SHALL BE CLEAN AND BE FREE OF ALL LOOSE MATERIALS PRIOR TO PLACEMENT OF CONCRETE. THE DRILLED SHAFTS SHALL BE INSTALLED IN ACCORDANCE WITH ITEM 416 OF TXDOT SPECIFICATIONS OR IN ACCORDANCE WITH THE GUIDELINES PROVIDED IN FHWA-IF-99-025. A PSI REPRESENTATIVE SHALL VERIFY THE BEARING STRATUM, BEARING DEPTH, BEARING SOIL CONDITION, BEARING AREA AND THAT THE PIER INSTALLATION PROCEDURES MEET THE SPECIFICATIONS.4. PIER TYPES ARE DESIGNATED ON THE FRAMING PLANS.5. PIER SIZES, DEPTHS, AND REINFORCING ARE PROVIDED IN THE PIER SCHEDULE.6. ELEVATION OF THE TOP OF PIERS IS AT THE BOTTOM OF THE DEEPEST BEAM OR WALL SUPPORTED BY THE PIER. THE TOP OF PIER ELEVATION FOR ALL PIERS SHALL BE ESTABLISHED BY THE CONTRACTOR BASED ON THE INFORMATION PROVIDED IN THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PREPARE A PIER PLAN SHOWING THE PIER LOCATION, PIER SIZE AND TOP OF PIER ELEVATION TO BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION OF THE PIERS.7. SPLICE VERTICAL REINFORCING IN PIERS WITH 72 BAR DIAMETER LAPS.8. DELIVER PIER REINFORCING STEEL TO THE JOBSITE IN STOCK LENGTHS AND CUT TO COORDINATE WITH THE ACTUAL MEASURED DEPTH OF THE PIER EXCAVATION.9. THE PIER REINFORCING SPECIFIED IS THE AMOUNT REQUIRED TO RESIST FINAL LOADS ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ANY ADDITIONAL REINFORCING REQUIRED TO MAINTAIN THE INTEGRITY OF THE PIER CAGE PRIOR TO AND DURING THE CONCRETE PLACEMENT OPERATION.10. COMPLETE ALL FINAL SOIL PREPARATION IN THE AREA OF DRILLED PIERS PRIOR TO DRILLING. RECOMPACT ANY PREVIOUSLY TREATED SOIL AT THE SPECIFIED DENSITY AND MOISTURE CONTENT IN ANY AREAS THAT ARE DISTURBED BY THE PIER DRILLING OPERATION.11. AFTER DRILLING FOR EACH PIER IS COMPLETE THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF PENETRATION INTO THE BEARING STRATA TO VERIFY CONFORMANCE WITH THE DEPTH OF PENETRATION REQUIRED BY THE PIER SCHEDULE AND SUBMIT THESE MEASUREMENTS IN WRITING TO THE ARCHITECT.12. FILL PIER EXCAVATIONS WITH CONCRETE AS SOON AS PRACTICAL , BUT SHALL BE WITHIN 8 HOURS AFTER THE START OF ANY DRILLING IN THE PENETRATION ZONE AND BEFORE THE END OF THE WORKDAY.13. FORM SIDES OF PIER EXTENSIONS AND DO NOT ALLOW PIER CONCRETE TO EXTEND PAST THE DIAMETER OF THE PIER HOLE AT THE TOP OF THE PIER.14. DO NOT DRILL PIERS LARGER THAN THE SPECIFIED DIAMETER PLUS TOLERANCE WITHOUT APPROVAL OF THE ENGINEER.P0 186#7 #3@1210134K9/28/16STATEOFTEXAS W.C. EMMETT99553LICENSEDP R O F ESSIOALENGINEERNAG&E Structural EngenuityF-8435Firm Reg No. 184-005962AG&E Associates, PLLC15280 Addison Road, Suite 310Addison, Texas 75001Ph: 214.520.7202www.age-se.comSHEET NUMBERSHEET TITLECONSULTANTARCHITECTCLIENTPROJECT NUMBERDENTON REGIONALPUBLIC SAFETYTRAINING FACILITY4111 Vintage BoulevardDenton CountyDenton, TexasCITY OF DENTON[T](940) 349-7200[F](940) 381-5401604 E. HickoryDenton, Texas 76205PROJECT#16-113PROJECT LOCATIONPROJECT NAMEREGISTRATIONDRAWING HISTORYCOPYRIGHT ©PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY, SUITE 1220DALLAS, TX 75234[T] 9 7 2 8 7 1 2 2 2 5W W W . P G A L . C O M№. DESCRIPTION DATE09/28/16 - Phase 1 Bid DocumentsBT3.02BURN TOWER -FOUNDATIONSECTIONS ANDDETAILS51807016.00 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 DOOR HEIGHT PER SCHED.4"2"DOOR WIDTHPER SCHED.2"2"DOOR WIDTHPER SCHED.2"DOOR HEIGHT PER SCHED.4"[T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T][F]PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY,SUITE 1220DALLAS, TX 75234[T] 972 871 2225WWW.PGAL.COMʋDESCRIPTIONDATE&23<5,*+7‹09/28/16 - Phase 1 Bid DocumentsElliott, LeBoeuf & McElwain8001 Forbes Place, Suite 201Springfield, VA 22151Phone: (703) 321-2100Fax: (703) 321-2112Corporate P.E. No: F5255 [T] [F] PGAL TBPE REG. NO: F-2742 3 0 3 0 L B J F R E E W A Y , S U I T E 1 2 2 0 D A L L A S , T X 7 5 2 3 4 [T ] 9 7 2 8 7 1 2 2 2 5 W W W .P G A L .C O M ʋDESCRIPTION DATE &23<5,*+7‹ 09/28/16 - Phase 1 Bid Documents Elliott, LeBoeuf & McElwain 8001 Forbes Place, Suite 201 Springfield, VA 22151 Phone: (703) 321-2100 Fax: (703) 321-2112 Corporate P.E. No: F5255 10" THICKPAD2' - 0"1' - 0"1' - 0"48' - 8"8' - 8"12' - 0"8' - 8"31' - 10"40' - 0"8' - 8" 8' - 2"1' - 0"19' - 3"19' - 3"8' - 2" 1' - 0"1' - 0"6' - 8"1' - 0"1' - 0"15' - 11"15' - 11"14' - 10"1' - 0"6' - 8"1' - 0"1' - 0"20' - 0"20' - 0"6' - 8"BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4BTGB4STRUCTURE MFGVERIFY WITH BURNSTRUCTURE MFGVERIFY WITH BURN2BT4.082BT4.082BT4.082BT4.082BT4.082BT4.082BT4.082BT4.083BT4.08P0P0P0P0P0P0P0P0P0P0P0P0P0P0P013' - 8"P0#5 @ 12 W/1#5 CONT.SEE PLAN FORSLAB REINFSEE SCHED. FORBEAM REINF.DOUBLE STIRRUPSWHERE SCHEDULEDBURN STRUCTURENOT BY AG&E-SE2' - 4"SCHEDPLANSEE2' - 0"4"4'-0"VOID AND SOILRETAINER PERTYP DETAILSCHEDVAPOR BARRIERREF SPECS1' - 0"TOSCREF ARCH#4 @ 8" OCSCARIFIED AND RECOMPACTED SUBGRADEBELOW STAIR FOOTING - REMOVE ALLORGANIC/DELETERIOUS MATERIAL AND ROCKSGREATER THAN 2" IN SIZE AND COMPACT WITHMECHANICAL VIBRATOR PRIOR TO REBAR ANDCONCRETE PLACEMENT1 OF 3-#5CONTSTAIR NOT BY AG&E-SE9/28/16STATEOFTEXAS W.C. EMMETT99553LICENSEDP R O F ESSIOALENGINEERNAG&E Structural EngenuityF-8435Firm Reg No. 184-005962AG&E Associates, PLLC15280 Addison Road, Suite 310Addison, Texas 75001Ph: 214.520.7202www.age-se.comSHEET NUMBERSHEET TITLECONSULTANTARCHITECTCLIENTPROJECT NUMBERDENTON REGIONALPUBLIC SAFETYTRAINING FACILITY4111 Vintage BoulevardDenton CountyDenton, TexasCITY OF DENTON[T](940) 349-7200[F](940) 381-5401604 E. HickoryDenton, Texas 76205PROJECT#16-113PROJECT LOCATIONPROJECT NAMEREGISTRATIONDRAWING HISTORYCOPYRIGHT ©PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY, SUITE 1220DALLAS, TX 75234[T] 9 7 2 8 7 1 2 2 2 5W W W . P G A L . C O M№. DESCRIPTION DATE09/28/16 - Phase 1 Bid DocumentsBT4.08CLASS A BURNSTRUCTURE -FOUNDATION PLAN51807016.00 1/4" = 1'-0"1CLASS A BURN STRUCTURE - FOUNDATION PLANnorthPLAN NOTES:1. REFER TO SHEET BT2.00 FOR PLAN NOTES.2. PLAN DIMENSIONS INDICATED ABOVE BASED ON DRAGER DESIGN DRAWINGS PROVIDED TO AG&E-SEAND INCLUDE ADDITIONAL 0'-4" ON EACH SIDE, ALL AROUND, TO ACCOUNT FOR ANCHORAGE EDGEDISTANCE WITHIN CONCRETE.3. STRUCTURAL ANCHORAGE TO AG&E-SE FOUNDATION INDICATED THIS SHEET IS NOT PART OF AG&E-SESCOPE. FINAL ANCHORAGE DESIGN AND LOADING SHALL BE SUBMITTED TO AG&E-SE FOR REVIEWPRIOR TO FOUNDATION FABRICATION AND INSTALLATION. 3/4" = 1'-0"2SECTION 3/4" = 1'-0"3SECTION 1' - 0"3' - 6"1' - 0"1' - 0"6' - 9"1' - 0"BTGB4BTGB4BTGB4BTGB4BTGB4BTGB42BT4.082' - 0"3BT4.081' - 0"17' - 7 1/2"17' - 7 1/2"1' - 0"BTGB4BTGB4P0P0P0P0P0P0BTGB4BTGB4BTGB4BTGB437' - 3"8' - 9"3' - 3"2BT4.082BT4.082BT4.084' - 0"16' - 0"8' - 0"8' - 0"BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BTGB7BEARING POINTSPER EQUIPMENTMFG TYP(4 PLACES)1' - 3 7/8" 1' - 4 1/4" 1' - 3 7/8"4' - 5" 4' - 5"6" CONCRETE SLAB-ON-PREPAREDSUBGRADE3BT4.093BT4.09PLAN NOTES:1. REFER TO SHEET BT2.00 FOR PLAN NOTES.2. SLAB SHALL BE REINFORCED WITH #4 @ 12" OC EACH WAY, PLACED @ MID-SLAB DEPTH.3. SUBGRADE SHALL BE PREPARED PER SECTION 3.7.2 - OPTION 2 OF THE GEOTECHNICALREPORT PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC. (PSI) AND DATEDSEPTEMBER 2, 2016 - REPORT NO. 03421219- REMOVE AND REPLACE 7'-0" OF EXISTING SOIL BELOW FOUNDATION SLAB FOOTPRINT +5'-0" ALL AROUND- SCARIFY AND RECOMPACT EXPOSED SUBGRADE AT BASE OF EXCAVATION PER PSI REPORT- MOISTURE CONDITION AND REPLACE BACK NATIVE SOIL IN 8" MAX. LOOSE LIFTS TO WITHIN 1'-0" OF FINISHED GRADE ELEVATION PER PSI REPORT- PROVIDE 1'-0" OF SELECT FILL AS CAP COURSE, PLACED IN 1" MAX. LOOSE LIFTS, PER PSI REPORTTOSC ELREF ARCHDEPTHSCHEDWIDTHSCHED#4 @ 12" O.C. 48"PLANSEESLAB REINFSEE PLANSLAB REINFSEE PLAN9/28/16STATEOFTEXAS W.C. EMMETT99553LICENSEDP R O F ESSIOALENGINEERNAG&E Structural EngenuityF-8435Firm Reg No. 184-005962AG&E Associates, PLLC15280 Addison Road, Suite 310Addison, Texas 75001Ph: 214.520.7202www.age-se.comSHEET NUMBERSHEET TITLECONSULTANTARCHITECTCLIENTPROJECT NUMBERDENTON REGIONALPUBLIC SAFETYTRAINING FACILITY4111 Vintage BoulevardDenton CountyDenton, TexasCITY OF DENTON[T](940) 349-7200[F](940) 381-5401604 E. HickoryDenton, Texas 76205PROJECT#16-113PROJECT LOCATIONPROJECT NAMEREGISTRATIONDRAWING HISTORYCOPYRIGHT ©PGAL TBPE REG. NO: F-27423030 LBJ FREEWAY, SUITE 1220DALLAS, TX 75234[T] 9 7 2 8 7 1 2 2 2 5W W W . P G A L . C O M№. DESCRIPTION DATE09/28/16 - Phase 1 Bid DocumentsBT4.09FLASH CHAMBER &PROPANE TANKFOUNDATION PLANS51807016.00 1/4" = 1'-0"1FLASH CHAMBER FOUNDATION PLANPLAN NOTES:1. REFER TO SHEET BT2.00 FOR PLAN NOTES.2. PLAN DIMENSIONS INDICATED ABOVE BASED ON DRAGER DESIGN DRAWINGS PROVIDED TO AG&E-SEAND INCLUDE ADDITIONAL 0'-4" ON EACH SIDE, ALL AROUND, TO ACCOUNT FOR ANCHORAGE EDGEDISTANCE WITHIN CONCRETE.3. STRUCTURAL ANCHORAGE TO AG&E-SE FOUNDATION INDICATED THIS SHEET IS NOT PART OF AG&E-SESCOPE. FINAL ANCHORAGE DESIGN AND LOADING SHALL BE SUBMITTED TO AG&E-SE FOR REVIEWPRIOR TO FOUNDATION FABRICATION AND INSTALLATION. 1/2" = 1'-0"2PROPANE TANK FOUNDATION PLAN 3/4" = 1'-0"3SECTION