EARTH COVERED M AGAZINE CONCRETE OVAL-ARCH WITH 8'-0" OR 10'-0" DOOR G-001 *** SAFETY FIRST *** *** SUPPORT VALUE ENGINEERING - IT PAYS ***

Transcription

1 *** SFETY FIRST *** US rmy orps Huntsville enter US rmy orps ate ppr. Huntsville enter ERTH-OVERE MGZINE, ONRETE OVL-RH WITH 8'-0" OR 0'-0" OOR esigned by: ate: RW & MER SEPT 203 rawn by: MER S SHOW N hecked by: rawing code: Project Engineer/rchitect: Je f oulston escription No. ate: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OVER SHEET G-00 Sheet of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

2 *** SFETY FIRST *** GENERL REVITIONS RWING SYMOLS US rmy orps Huntsville enter FF LUM PPROX LG OTT RG IP J L MU P OL OOR ON ONT I IG IM E ELEV EF EJ EQ E.W. (E) OR EXIST EXT FTG FV GLV H HT INT I LLH LLV MIN MNF NTS O.. O OH R REINF REQ' SF SHT SIM SOG STIFF TYP UNO VIF WWF WWR W/ WP OVE FINISHE FLOOR LUMINUM PPROXIMTELY UILING OTTOM ERING ST-IN-PLE ONTROL JOINT ENTER LINE ONRETE MSONRY UNIT ENTER POINT OLUMN OORINTE ONRETE ONTINUE, ONTINUOUS IMETER IGONL IMENSION EH ELEVTION EH FE EXPNSION JOINT EQUL EH WY EXISTING EXTERIOR FOOTING FIEL VERIFY GLVNIZE HEE HEIGHT INTERIOR INSIE IMETER LONG-LEG HORIZONTL LONG-LEG VERTIL MINIMUM MNUFTURER NOT TO SLE ON ENTER OUTSIE IMETER OPPOSITE HN RIUS REINFOREMENT REQUIRE SQURE FEET SHEET SIMILR SL-ON-GRE STIFFENER TYPIL UNLESS NOTE OTHERWISE VERIFY IN FIEL WELE WIRE FRI WELE WIRE REINFOREMENT WITH WORKING POINT REFERENE NO. SHEET(S) WHERE ELEVTION IS TKEN S-04 S-04 SHEET WHERE ELEVTION IS RWN ELEVTION REFERENE REFERENE NO. SHEET(S) WHERE SETION IS TKEN S-04 S-04 SETION UT UTTING PLNE SHEET WHERE SETION IS RWN REFERENE NO. SHEET(S) WHERE ETIL IS TKEN S-0 S-50 ETIL REFERENE SHEET WHERE ETIL IS RWN esigned by: ate: SEPT 203 No. escription ate ppr. rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston ISIPLINE GENERL STRUTURL ELETRIL SHEET NO. RWING INEX SHEET REF. NO. G-00 OVER SHEET SHEET TITLE G INEX, SYMOLS, & REVITIONS S-00 3 GENERL NOTES S SPEIL INSPETIONS S-0 5 FOUNTION PLN S-20 S-30 S-302 S-303 S-304 S-50 S-70 S-70 () S-702 S-702 () S-703 S-704 S-704 () E-0 E-02 E S ELEVTIONS UILING SETION UILING SETION PILSTER SETIONS WINGWLL SETIONS WLL ETILS TYPIL ETILS OOR ETILS OOR ETILS OOR ETILS OOR ETILS OOR ETILS HIGH SEURITY HSP INTERNL LOKING EVIES LIGHTNING PROTETION SYSTEM LIGHTNING PROTETION SYSTEM LIGHTNING PROTETION SYSTEM E LIGHTNING PROTETION SYSTEM U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST INEX, SYM OLS, & REVITIONS G-002 Sheet 2 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

3 *** SFETY FIRST ***.0 ESIGN RITERI: 3.0 FOUNTIONS 5.4 OLTE ONNETIONS SHLL ONFORM TO RS'S "SPEIFITION FOR STRUTURL JOINTS USING. UILING OES N SPEIFITIONS:. INTERNTIONL UILING OE 2009 (I) S MOIFIE Y UF SEE IVIL RWINGS N SPEIFITIONS (PRT OF SITE PTION) FOR ERTHWORK PREPRTION OF FOUNTIONS INLUING THE REMOVL OF ORGNI MTERILS, OMPTING SOILS ENETH STRUTURES, K FILL REQUIREMENTS FOR OVER EXVTION N REMOVL OF STM 325 OR 490 OLTS". LL OLTS SHLL E 3/ IMETER UNLESS OTHERWISE NOTE. 5.5 WELE ONNETIONS SHLL ONFORM TO WS. "STRUTURL WELING OE-STEEL". MINIMUM SIZE FILLET WELS SHLL E " UNLESS OTHERWISE NOTE N ELETROES SHLL E E70xx. US rmy orps Huntsville enter 2. MERIN ONRETE INSTITUTE (I 38) UNSUITLE MTERILS. WELERS SHLL E QULIFIE IN ORNE WITH WS. 3. MERIN INSTITUTE OF STEEL ONSTRUTION 4. MERIN WELING SOIETY,.W.S.. LIVE LOS ROOF PSF FLOOR PSF 3.2 MXIMUM SSUME NET SOIL ERING PRESSURE USE FOR ESIGN: 3000 PSF. 3.3 SSUME UNIT WEIGHT OF SOIL USE FOR ESIGN: 20 PF 3.4 LL FOUNTION ERING SURFES SHLL E REVIEWE Y THE GEOTEHNIL ENGINEER PRIOR TO PLING ONRETE TO ENSURE THEIR OMPLINE WITH THE PRESSURES NOTE OVE. 5.6 UNLESS SPEIFILLY ETILE ON THE ONTRT RWINGS, LL FRME EM ONNETIONS SHLL E ESIGNE Y QULIFIE PROFESSIONL ENGINEER EMPLOYE Y THE FRITOR. STNR EM ONNETIONS (NON-OMPOSITE) SHLL E ESIGNE SE ON RETION EQUL TO ONE-HLF THE MXIMUM TOTL UNIFORM LO PITY FROM IS'S "MXIMUM TOTL UNIFORM LO" TLE MULTIPLIE Y FTOR OF.2, UNLESS RETIONS RE SHOWN ON STRUTURL RWINGS. MINIMUM RETION TO ESIGN FOR SHLL E (2.0 KIPS). ate ppr. SNOW LO: 5.7 LL EXTERIOR STEEL EXPOSE TO THE WETHER SHLL E HOT IPPE GLVNIZE, UON. 3.5 LL FOOTINGS SHLL PROJET T LEST '- INTO UNISTURE NTURL SOIL OR MEMERS NOT REQUIRE FOR ORROSION PROTETION SHLL REEIVE ONE OT OF STNR GROUN SNOW LO (Pg) = 60 PSF OMPTE ENGINEERE FILL HVING SOIL ERING PRESSURE THT MEETS OR PRIMER PINT. O NOT PRIME OR PINT SURFES WHIH RE TO REEIVE FIEL WELE HEE IMPORTNE FTOR (I) =. EXPOSURE TEGORY (e) =.0 THERML TEGORY (t) =.0. WIN LO: EXEES THT SPEIFIE OVE. 3.6 LL ISTURE ERTH UNER FOOTINGS SHLL E REPLE WITH LEN ONRETE. 3.7 ONRETE SHLL NOT E PLE OVER FROZEN SOIL OR FOOTING EXVTIONS SHER STUS. PROVIE 3" MINIMUM ONRETE OVER FOR LL STEEL ELOW GRE N PINT WITH 2 OTS OF OL TR EPOXY. EPOXY SHLL MEET THE REQUIREMENTS OF PINT SPEIFITION SSP-PINT LL STIFFENERS N GUSSETS PLTES SHLL E MINIMUM 3/8" THIK, UNLESS OTHERWISE NOTE. SUJETE TO WTER. SI WIN SPEE: 30 MPH IMPORTNE FTOR (I): LIGHTNING PROTETION SYSTEM (LPS) EXPOSURE TEGORY: 4.0 ONRETE ENLOSURE LSSIFITION: ENLOSE. ERTHQUKE: 4. LL ONRETE WORK INLUING ETILING, FRITION, PLEMENT OF REINFORING, MIXING, HNLING, PLING, FINISHING, N URING SHLL ONFORM TO THE FOLLOWING OUMENTS: 6. LL METL PRTS, TO INLUE REINFOREMENT IN FLOOR, WLLS/RH, LOUVERS, VENTILTOR, OOR N OOR FRME, ET., SHLL E ME ELETRILLY ONTINUOUS Y ONING PER NFP 780 PPROVE METHO(S) T 5 LINER FEET INTERVLS. ELETRIL ONTINUITY SHLL E PROVIE ROSS FLOOR EXPNSION N ISOLTION JOINTS TO RH/WLL REINFOREMENT escription OUPNY TEGORY=III Ie=.25 Ss=.0 I "STNR SPEIFITIONS FOR STRUTURL ONRETE" I "MNUL OF STNR PRTIE FOR ETILING REINFORE ONRETE STRUTURES" I "UILING OE REQUIREMENTS FOR STRUTURL ONRETE" N SHLL E PROVIE URING ONSTRUTION. SEE ELETRIL RWINGS FOR ITIONL INFORMTION REGRING LPS. No. Sds= 0.67 S= LL ONRETE SHLL HVE MINIMUM OMPRESSIVE STRENGTH OF 4000 PSI T 28 YS, U.O.N. Sd= 0.37 LL ONRETE SHLL ONFORM TO STM 94. SITE LSS: SI SEISMI-FORE RESISTING SYSTEM: 4.3 REINFORING RS SHLL E EFORME TYPE ONFORMING TO STM 65 GRE 60 U.O.N. SPEIL REINFORE ONRETE SHERWLLS SEISMI ESIGN TEGORY= 4.4 WELE WIRE REINFOREMENT SHLL ONFORM TO STM 85. MINIMUM LP N EMEMENT TO E THE NLYSIS PROEURE = EQUIVLENT LTERL FORE PROEURE GRETER OF ONE ROSS WIRE SPING PLUS 2" OR, WHIHEVER IS GRETER. E. SOILS 4.5 FRITE N PROVIE R SUPPORTING ESSORIES IN ORNE WITH I MNUL OF STNR PRTIE N.R.S.I. SPEIFITIONS. REINFORING SHLL NOT E WELE IN NY MNNER U.O.N. IN SOIL ENSITY (γ): 20 PF ONSTRUTION OUMENTS. NGLE OF INTERNL FRITION OF THE SOIL (ϕ) : 30 EGREES T-REST PRESSURE (EFP): 60 PSF PER FOOT OF EPTH 4.6 REINFORING SPLIES SHLL E ONFORM WITH I 38 LSS "" TENSION LP SPLIES, U.O.N. NO SPLIES TIVE PRESSURE (EFP): 40 PSF PER FOOT OF EPTH RE PERMITTE IN THE PILSTERS N OOR HEER. SPLIES IN THE 2" HEWLL, IF NEESSRY, SHLL E STGGERE ON OPPOSITE FES N SPLIES OF JENT PRLLEL RS WITHIN THE SME LYER SHLL E STGGERE. STGGER 2" HEWLL SPLIES Y THE SPLIE LENGTH INITE IN THE RWINGS. 2.0 GENERL 4.7 ONRETE OVERGE OF REINFOREMENT FOR ST-IN-PLE ONSTRUTION U.O.N.: 2. ONTRTOR SHLL VERIFY LL IMENSIONS N SITE ONITIONS PRIOR TO ONSTRUTION/FRITION. ONTRTOR SHLL NOTIFY ONTRTING OFFIER ONRETE ST GINST ERTH:...3 INHES OF NY ISREPNIES PRIOR TO ONSTRUTION. FORME ONRETE EXPOSE TO ERTH OR WETHER: NO. 6 R N LRGER...2 INHES ESIGNER NOTES: TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS 2.2 THE STRUTURE (MEMERS N ONNETIONS) HS EEN ESIGNE TO SUPPORT NO. 5 R N SMLLER... /2 INHES FOR SITE PTION OF THIS ESIGN. IN-PLE ESIGN LOS ONLY. THE ONTRTOR SHLL E RESPONSILE FOR LIMITING ONRETE NOT EXPOSE TO WETHER: ONSTRUTION LOS SUH THT THESE LOS O NOT EXEE THE ESIGN LOS SLS, WLLS, JOISTS... INHES. THE MGZINE HS EEN NLYZE FOR THE LOS LISTE ON THIS SHEET N ETERMINE NOTE OVE. EMS N OLUMNS... /2 INHES TO E EQUTE UNER THESE LOINGS. HOWEVER, THE ESIGNER SHOUL VERIFY THE SL ON GRE...MI-EPTH OF SL STRUTURE FOR THE SITE-SPEIFI LOING RITERI. IF SITE-SPEIFI LOS EXEE 2.3 IT IS THE ONTRTOR'S RESPONSIILITY TO ETERMINE ONSTRUTION METHOS, THESE LISTE ON THIS SHEET, THE ESIGNER SHOUL RESS LL EFIIENIES THT PROEURES, N SEQUENES TO ENSURE STILITY N SFETY URING ONSTRUTION. 4.8 PROVIE REINFORING RS IN ONRETE FOOTINGS TO MTH THE SIZE N SPING OF THE HORIZONTL O NOT MEET URRENT UILING OES. THE ONTRTOR SHLL TKE NEESSRY PREUTIONS TO PROTET N MINTIN THE REINFORING T LL ORNERS N INTERSETIONS OF STRIP FOOTINGS. PROVIE LEG LENGTH EQUIVLENT STRUTURL INTEGRITY OF LL NEW N EXISTING ONSTRUTION T LL STGES. TO LSS "" TENSION LP SPLIE U.O.N. 2. FOUNTIONS SHLL E REVISE TO REFLET SPEIFI SITE SOIL ONITIONS INLUING LOL SITING, TOPOGRPHI ONITIONS, N FROST PENETRTION EPTHS. FINL ESIGN 2.4 SETIONS N ETILS SHOWN ON THE STRUTURL RWINGS SHLL E ONSIERE 4.9 PROVIE OWEL TO FOUNTION WITH 90 EGREE HOOK TO MTH SIZE N SPING OF VERTIL OF RINGE SYSTEM N WTERPROOFING ROUN MGZINE IS THE RESPONSIILITY OF TYPIL FOR SIMILR ONITIONS THT O NOT HVE SPEIFI SETION INITE. REINFORING T LL PEESTLS, WLLS, N OLUMNS. THE SITE -PT ESIGNER OF REOR. 2.5 THE ONTRTOR SHLL OORINTE STNR RWINGS WITH THE VENOR/MNF. 4.0 FOOTINGS N SLS SHLL HVE NO HORIZONTL JOINTS (POURE TO THEIR FULL EPTHS IN 3. STRUTURL OMPONENTS, WITH THE EXEPTION OF THE FOUNTION (FOOTINGS), SHOP RWINGS TO VERIFY SIZES N LOTIONS OF OPENINGS, SLEEVES, INSERTS, ONE OPERTION). NY STOP IN ONRETE WORK SHLL E ULKHE N KEYE, U.O.N. SL-ON-GRE, N WING WLLS SHLL NOT E MOIFIE WITHOUT THE PPROVL OF EPRESSIONS, FINISHES, SLOPES, ET. NY ISREPNY SHLL E ROUGHT TO THE ONTRTING OFFIER, WHO SHOUL ONSULT WITH THE U.S. RMY ENGINEERING THE TTENTION OF THE ONTRTING OFFIER. 4. REINFOREMENT SHLL NOT E ENT OR STRIGHTENE IN MNNER THT WILL MGE THE N SUPPORT ENTER, HUNTSVILLE (STRUTURL RNH). STRUTURE HS EEN MTERIL. RS WITH WITH KINKS OR IMPROPER ENS SHLL NOT E USE. ETERMINE TO E EQUTE FOR THE ESIGN RITERI LISTE ON THIS SHEET. 2.6 SEE IVIL SITE LYOUT RWINGS (PRT OF SITE PTION) FOR TUL FINISHE FLOOR ELEVTIONS (F.F.E.) FOR LL UILINGS. ELEVTIONS SHOWN IN STRUTURL OUMENTS 4.2 REINFOREMENT SHLL E ONTINUOUS THROUGH LL ONSTRUTION JOINTS, UT ISONTINUOUS 4. SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO WILL E SE ON REFERENE F.F.E. EQUL TO 00'-0", U.O.N. THROUGH LL ONTROL JOINTS, U.O.N.. IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT 2.7 NY ISREPNIES ETWEEN RWINGS, SPEIFITIONS, REFERENE STNRS, OR 4.3 REFER TO GEOTEHNIL REPORT FOR REOMMENTIONS RELTIVE TO SUGRE PREPRTION SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. GOVERNING OE, THE MORE STRINGENT REQUIREMENTS SHLL GOVERN. ONTRTOR FOR SL ON GRE WORK. SHLL NOTIFY THE ONTRTING OFFIER OF ISREPNIES N OTIN IRETION PRIOR TO PROEEING. 5.0 STRUTURL STEEL STRUTURL ESIGNTION (7-R) NOTES: 2.8 ONTRTOR SHLL PROVIE TEMPORRY SHORING N RING OF LL STRUTURL WORK, N SOIL EXVTION S REQUIRE. SHORING N RING SHLL NOT E 5. STRUTURL STEEL FRITION, ERETION, N ONNETION ESIGN SHLL ONFORM TO. NY EVITION FROM THE STNR PPROVE ESIGN RWINGS FOR THE ONRETE REMOVE UNTIL LL FINL ONNETIONS HVE EEN OMPLETE IN ORNE WITH.I.S..'S "SPEIFITION FOR STRUTURL STEEL UILINGS." HEWLL, STEEL OOR, ONRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN THE RWINGS, N MTERILS HVE HIEVE ESIGN STRENGTH. PPROVL FROM THE EPRTMENT OF EFENSE EXPLOSIVE SFETY OR (ES) 5.2 STRUTURL STEEL SHLL ONFORM TO THE FOLLOWING STM ESIGNTIONS: MY REQUIRE THE MGZINE TO E ONSIERE N UNEFINE MGZINE N MY 2.9 HEVY OMPTION N OPERTION EQUIPMENT SHLL E KEPT MINIMUM ISTNE SEVERELY RESTRIT THE LLOWLE STORGE PITY. EQUL TO THE HEIGHT OF THE KFILL OVE THE FOUNTION FROM THE K FE W N S SHPES...STM 36 OF THE REINFORE ONRETE WINGWLLS. THE ONTRTOR SHOUL TKE RE STEEL HNNELS, NGLES, PLTES N RS:...STM IF ONSTRUTE PER THESE RWINGS, FILITY MEETS LST-RESISTNT ESIGN NOT TO OVEROMPT THE KFILL IRETLY EHIN THESE RETINING WLLS. RETNGULR, SQURE, N ROUN HSS...STM 500, GRE RITERI FOR 7-R STRUTURL ESIGNTION PER O M. THIS ESIGNTION STEEL PIPE (HSS)...STM 53, GRE IN NO WY IMPLIES VLITION OF THE ESIGN GINST OTHER LO SES. 5.3 STRUTURL FSTENERS SHLL ONFORM TO THE FOLLOWING STM ESIGNTIONS: THREE ROS...STM 36. THIS STNR ESIGN RWING TE SEPTEMER 203, ST SHEETS -23, HEE STUS...STM 08, GRES 05 TO 020 (60 KSI TENSILE STRENGTH) UPTE N SUPERSEE THE STNR ESIGN OF MGZINE, ONRETE OVL-RH ERTH-OVERE, ST ate: SEPT 203 S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST GENERL NOTES Project Engineer/rchitect: Je f oulston ate: S-00 Sheet 3 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

4 *** SFETY FIRST *** US rmy orps Huntsville enter ESIGNER NOTES: TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION OF THIS ESIGN.. SPEIL INSPETION SHEULE SHLL E REVISE TO REFLET SPEIFI PROJET REQUIREMENTS IN ORNE WITH HPTER 7 OF THE INTERNTIONL UILING OE; HOWEVER, T MINIMUM THE SPEIL ITEMS RELTE TO THE 'OTHER EXPLOSIVES SFETY RELTE ITEMS' SHLL E INSPETE S SHOWN ON THIS SHEULE. esigned by: ate: SEPT 203 rawn by: S SHOW N hecked by: rawing code: Project Engineer/rchitect: Je f oulston ate: ate ppr. No. escription U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST SPEIL INSPETIONS S-002 Sheet 4 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

5 *** SFETY FIRST *** OPTIONL RIN TO RER S0S20 FOUNTION PLN SLE: ='-0" N US rmy orps Huntsville enter 8" S0S305. NORMLLY ONSTRUTE IN 60'-0" OR 80'-0" LENGTHS. MXIMUM LENGTH WITH FLOOR SLOPE: 90'-0". 2. OOR OPENING MY E ONSTRUTE FOR IFFERENT SIZES: 8'-0" x 8'-0" OR 0'-0" x 0'-0". THE ESIGNER SHLL OORINTE WITH THE ONTRTING OFFIER FOR THE ORRET OOR OPENING SIZE TO E USE. 3. SL-ON-GRE: ONRETE ON PILLRY WTER RRIER N VPOR RRIER, REINFORE WITH #4 T 2" O.. EH WY SUPPORTE /2" FROM TOP OF SL UNO. 4. PLE ONTROL JOINTS IN SL-ON-GRE T 8'-0" O.. (MX.). ONTROL JOINTS SHLL E OMPLETE S SOON S POSSILE. ate ppr. ONTROL JOINT (.J.) SEE ETILS 5. RINS TO E SITE PTE TO RIN EITHER TO THE FRONT OR RER OF THE MGZINE. 6. LL METL PRTS, TO INLUE REINFOREMENT, LOUVERS, VENTILTOR, OOR FRME, ET., SHLL E ME ELETRILLY ONTINUOUS Y NFP 780 PPROVE ONING METHO(S). ELETRIL ONTINUITY SHLL E PROVIE ROSS FLOOR ONSTRUTION JOINTS N ROSS FLOOR ISOLTION JOINTS TO RH REINFOREMENT T 5 LINER FEET INTERVLS. SEE ELETIL RWINGS FOR ITIONL INFORMTION REGRING LPS. 7. IN FROST RES PROVIE NONFROST-SUSEPTILE MTERIL UNER HEWLL FOOTING, TO FULL EPTH OF FROST PENETRTION, OR LOWER OTTOM OF FOOTING TO FROST PENETRTION EPTH. 8. LOUVERS RE OPTIONL. THEIR NEESSITY N SIZE SHLL E ETERMINE URING THE SITE-PTION PROESS SE ON MTERILS TO E STORE N GEOGRPHIL LOTIONS. THE LOUVER WITH OF 6 INHES SHLL E MINTINE. THE HEIGHT MY E VRIE S NEESSRY. 9. WTERPROOF LL SURFES OF THE SHELTER WHIH WILL E IN ONTT WITH ERTH FILL FTER SHELTER IS ERETE. escription No..J. 2'- 33'-9" WING WLL S0S304 S0S30 3 S0S305 S0S304 0" 8'-0" 0'-0" MX. (TYPIL) S0S303 FLOOR SLOPE ":5'.J..J. 25'-0" HE WLL 32'-8" S0S302 20'-0" MIN TO 80'-0" MX SEE NOTE 2 FOR OOR OPENING LENGTH VRIES - SEE NOTE S0S20 FLOOR SLOPE ":5' OOR, SEE ELEVTION ON S70 S0S303 0" 2'-9" 2 S0S305 '-3" EGE OF RH FOOTING I. PERFORTE FOOTING RIN ELEVTIONS N SLOPES TO E ESTLISHE WHEN STRUTURE IS SITE PTE. 5'- 33'-9" WING WLL WINGWLL FOUNTION WEEPHOLE, '-0" '-0" ate: SEPT 203 S SHOW N rawing code: MER & RW MER esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST FOUNTION PLN Project Engineer/rchitect: Je f oulston ate: S-0 Sheet 5 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

6 *** SFETY FIRST *** US rmy orps S20S304 S20S304 S20S303 S20S302 S20S303 Huntsville enter '-7" TRK SUPPORTS SEE ETILS ON SHEETS S70-S703 T PILSTER 29'- S20S305 '-7" 2 7'-4 /2 " 3 /2 " ate ppr. 33'-9" S20S304 S20S304 LOUVER SEE ETILS '- 2'- 9" 8'-0" OR 0'-0" WLL ELEVTION SLE: ='-0" 8'-0" OR 0'-0" OOR OPENING 32'-8" S20S302 FINISH FLOOR ELEVTION T HEWLL S0S20 S302 MX. FOUNTION RIN 33'-9" '-'-8" esigned by: ate: RW & MER SEPT 203 No. escription rawn by: MER S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston ONSTRUTION JOINT WLL ELEVTION SLE: ='-0" S0S20 S302 VENT SSEMLY SEE ETILS WTERPROOF ENTIRE SURFE OF EXTERIOR WLLS N ROOF FINISH FLOOR T SE OF RER WLL FINISH FLOOR/TOP OF FOUNTION T SE OF FRONT WLL/OOR EXTENTS OF FRONT WLL ELEVTION EYON U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST ELEVTIONS S-20 Sheet 6 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

7 *** SFETY FIRST *** 26'-8" US rmy orps Huntsville enter 0" 2'- 3'- 2 MIN. SLOPE EPTH GUGE, SEE ETIL H/S50 SLOPE 2 MIN. ate ppr. '-9" 2 / 7'-5 /4 " MIN. ERTH FILL OVER RH SHLL ONTIN NO STONES HEVIER THN 0 POUNS OR LRGER THN IN NY IMENSION. RESONLY OHESIVE SOILS ONLY. SOLI OR WET LY SHLL NOT E USE. 2 7'-4 3/4 " SPLIE, #5 T 5½" O.. #3 T 8" O.. LSS ""LP WTERPROOF ENTIRE SURFE OF EXTERIOR WLLS N ROOF No. escription ONTRTOR'S OPTION: EXTERIOR FE T TOP OF WLL MY E ONSTRUTE S SHOWN MIN. FILTER FRI 3'-8" 4'-0" 2'-0 /4 " 2'-3 7/8 " STISFTORY FILL T 95% MX. ENSITY I. PERFORTE FOOTING RIN PIPE (PERFORTIONS OWN) GRVEL FILTER MTERIL 2"x KEY (TYPIL) 2'-3 3/4 " ONSTRUTION JOINT, PROVIE 2" x KEY (TYPIL) MIN. SN FILTER MTERIL PILLRY WTER RRIER UNISTURE SOIL 8'-0" '-7 7/8 " 4'-7 /2 " 4'-0 /2 " 9'-7 /2 " 4'-" 4'-9" FLOOR ELEVTION T SE OF RER WLL (FINISH FLOOR HIGH POINT) VPOR RRIER WORKING POINT, SETION SLE: 3/='-0" ENTERLINE (SYM M ETRIL OUT ENTERLINE) '- /4 " '-9 /2" R 25'-9 /2 " R 27'-6 3/4 " S0 S20 S30 #3 T 8" O.. INT. FE #5 T O.. EXT. FE R 8'-8" SL-ON-GRE, SEE PLN R 9'- 3/ #5 T O.. EXT. FE #5 T 8" O.. INT. FE #3 T 8" O.. EF. ENTIRE RH OWELS TO MTH WLL REINF. 30# SPHLT IMPREGNTE FELT #4 T 9" O.. TOP N OTT. 5 - #3 ONT. TOP N OTT. R2'-0 /4 " #4 R T 5'-0" O.. WELE TO WLL N SL REINF. R3'-8 /4 " 0" 3'-8" 7'-2 3/4 " 4'-0" '- '-0" ate: SEPT 203 S SHOW N rawing code: RW MER esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST UILING SETION Project Engineer/rchitect: Je f oulston ate: S-30 Sheet 7 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

8 *** SFETY FIRST *** PILSTER EYON '- '-0" 3/ HMFER, T EXPOSE ONRETE EGES EPTH GUGE, SEE ETIL H/S50. PROVIE (3) T RH ENTERLINE S SHOWN US rmy orps Huntsville enter 7'-2" OR 9'-2" SEE NOTE 2 ON S0 2"x ONTINUOUS KEY 8" MIN. #3 T 8" O.. '-0" 2 MIN. ate ppr. #5 VERT. T 0" O.. OVE OOR OPENING, #5 ONT. T 5½" O.. escription 5/8 " #5 HORZ. T 8" O.. FOR 8'-0" OOR SIZE OR #5 HORZ. T 0" O.. FOR 0'-0" OOR SIZE. IF SPLIES RE NEESSRY THEN PROVIE 3'-" LP SPLIE WTERPROOF EXTERIOR SURFE OF WLLS N ROOF No. S302S20 8'-2" 2'- MIN. '-0" 0'-0" 8'-0" or SEE NOTE 2 ON S0 8 /8 " EGE OF FOOTING T OLLRS MX (2) #5 ONT T FOOTING EXTENSION 4'-0" '- #4 U-SHPE TIES T 8" O.. (4 MIN.) T FOOTING EXTENSIONS #4 TIES T O.. (2) #0 ONT. EH FE (2) #4 ONT. TOP N OTT. OOR, SEE ELEVTION ON SHEET S70 #5 T 2" O.. #4 R T 5'-0" O.. WELE TO FOOTING N SL REINF. TOP OF ONRETE SL ELEV. VRIES VPOR RRIER #5 T 2" O.. (4) #5 ONT. TOP N OTTOM SL-ON-GRE, SEE PLN PILLRY WTER RRIER. S0 S20 S302 SETION SLE: 3/='-0" SLOPEFLOOR :" 5' #3 T O.. OUTSIE FE ONSTRUTION JOINT, PROVIE 2"x KEY #3 ONT. T 0" O.. #6 T 5½" O.. INSIE FE FINISHE FLOOR HIGH POINT #6 T O.. OUTSIE FE #4 R T 5'-0" O.. WELE TO WLL N SL REINF. 4'-0" T RER W LL #6 T 5 ½" O.. OWELS 4 - #3 ONT. S SHOWN 7'-3" 4'-" LSS "" LP SPLIE TYPIL U.O.N. '-2" 8" '-2" MIN STISFTORY FILL T 95% MX. ENSITY MIN. SN FILTER MTERIL S302S20 FILTER FRI GRVELFILTER MTERIL MIN. '-0" ate: SEPT 203 S SHOW N rawing code: RW MER esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST S-302 UILING SETION Project Engineer/rchitect: Je f oulston ate: Sheet 8 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

9 *** SFETY FIRST *** 2'- 3/ HMFER, '-0" 3/ HMFER, '- 2'- '-0" US rmy orps Huntsville enter S303S303 2x4 ONT. KEY ONRETE RH, SEE SHEETS S30 N S302 FOR REINF. VRIES W/ RH S303S303 ONRETE RH, SEE SHEETS S30 N S302 FOR REINF. VRIES W/ RH 3/ HMFER, #4 T 2" O.. EH FE. IF SPLIES RE NEESSRY THEN PROVIE 2'- LP SPLIE #5 T 8" O.. EH FE FOR 8' OOR OPTION (#5 T 0" O.. EH FE FOR 0' OOR OPTION). IF SPLIES RE NEESSRY THEN PROVIE 3'- LP SPLIE 4 - # ONT. EH FE (NO SPLIES LLOWE) ate ppr. '-0" #4 TIES IN SETS OF 3 S SHOWN T O.. escription #4 T 2" O.. EH FE, IF SPLIES RE NEESSRY THEN PROVIE 2'- LP SPLIE No. S303S303 3'- 2'- S0 S20 S303 4'-0" SETION SLE: 3/='-0" '- #4 TIES IN SETS OF 3 T O.. (4) # ONT. (NO SPLIES LLOWE). EME VERTIL REINF. (FOOTING EPTH MINUS OVER) INTO FOOTING N TERMINTE WITH STNR HOOK (4) #5 ONT. TOP N OTTOM SL-ON-GRE, SEE PLN PILSTER EYON (4) #9 ONT. EH FE (NO SPLIES LLOWE). EME VERTIL REINF. (FOOTING EPTH MINUS OVER) INTO FOOTING N TERMINTE WITH STNR HOOK #4 R T 5'-0" O.. WELE TO FOOTING N SL REINF. TURN HOOKS OUTWR #5 ONT. T 2" O.. TOP N OTTOM 2'- S303S303 (2) #5 ONT. T FOOTING EXTENSION 8 /8 " EGE OF FOOTING T OLLRS S0 S20 2'- S303 4'-0" SETION SLE: 3/='-0" 2'- '- #4 U-SHPE TIES T 8" O.. (4 MIN.) T FOOTING EXTENSIONS #5 T 8" O.. EH FE FOR 8' OOR OPTION (#5 T 0" O.. EH FE FOR 0' OOR OPTION). IF SPLIES RE NEESSRY THEN PROVIE 3'-" LP SPLIE (4) #5 ONT. TOP N OTTOM #5 ONT. T 2" O.. TOP N OTTOM #4 R T 5'-0" O.. WELE TO FOOTING N SL REINF. SL-ON-GRE, SEE PLN 3/ HMFER, L6 x 3 /2 x 5/ ONT. 4 - #9 ONT. (NO SPLIES LLOWE) '-0" S303 S303 '- 2'- S303 S303 SETION SLE: /2"='-0" '-0" SETION SLE: /2"='-0" 4 - # ONT. EH FE (NO SPLIES LLOWE) #4 TIES IN SETS OF 3 S SHOWN T O #9 ONT. (NO SPLIES LLOWE) #4 T 2" O.. EH FE. IF SPLIES RE NEESSRY THEN PROVIE 2'- LP SPLIE #5 T 8" O.. EH FE FOR 8' OOR OPTION (#5 T 0" O.. EH FE FOR 0' OOR OPTION). IF SPLIES RE NEESSRY THEN PROVIE 3'- LP SPLIE TERMINTE HORZ. REINF. WITH STNR HOOK ate: SEPT 203 S SHOW N rawing code: RW MER esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST PILSTER SETIONS Project Engineer/rchitect: Je f oulston ate: S-303 Sheet 9 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

10 *** SFETY FIRST *** 3/ HMFER, 3/ HMFER, US rmy orps Huntsville enter #4 T 2" O.. EH FE #4 T 2" O.. EH FE /2 " 2" ate ppr. VRIES - SEE ELEVTION /S-20 - '-8" TO 3'-0 /2" #7 T 2" O.. SOIL SIE #4 VERT. T 2" O.. EXT. FE 3" I. WEEPHOLE (SLOPE TO OUTSIE FE) ½ EEP KEY ONT. 2" SN FILTER MTERIL GRVEL FILTER MTERIL #5 ONT. T 2" O.. #7 T 2" O.. #6 T 2" O.. VRIES - SEE ELEVTION /S-20-3'-0 /2" TO 8'-0" #7 T 8" O.. SOIL SIE #4 T 8" O.. EXT. FE SN FILTER MTERIL esigned by: ate: MER SEPT 203 No. escription rawn by: MER S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston '- 2'- /2 " MX. S0 S20 '-0" SETION S304 SLE: 3/='-0" 5'-7" MX. S N OPTION, EPENING ON SITE-SPEIFI ONITIONS, THE WEEPHOLES THROUGH THE WINGWLLS MY E REPLE WITH PERFORTE PIPE RINS PLE IN THE GRVEL FILTER MTERIL RUNNING LTERLLY EHIN THE WINGWLL N ONNETE TO THE PERIMETER FOOTING RINS FOR THE MGZINE. 3" I. WEEPHOLE (SLOPE TO OUTSIE FE) ½ EEP KEY ONT. 3'-0" MX. '-8" S0 S20 2" SETION S304 SLE: 3/='-0" 8'-0" MX. GRVEL FILTER MTERIL #5 ONT. T 2" O.. #7 T 2" O.. #6 T 2" O.. U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST W INGW LL SETIONS S-304 Sheet 0 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

11 *** SFETY FIRST *** US rmy orps Huntsville enter '-0" SEE SHEET S-302 FOR RH WLL REINF. 30# SPHLT IMPREGNTE FELT ate ppr. SEE SHEET S-302 FOR KWLL REINF. SEE SHEET S-303 FOR FRONT WLL REINF. '-0" No. '-8" SEE SHEET S-303 FOR RH WLL REINF. 8" '-0" escription STOP LL REINFORING S0 S305 ETIL SLE: /2"='-0" 2 S0 S305 ETIL SLE: /2"='-0" (2) #0 ONT. EH FE, EXTEN THROUGH PILSTER N INTO WLL S SHOWN #4 TIES T O.. 6'-" 3 S0 S305 ETIL SLE: /2"='-0" esigned by: ate: RW SEPT 203 rawn by: MER S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston (2) #4 ONT. TOP N OTTOM (2) #0 ONT. EH FE, TERMINTE W/ 80 HOOK EH EN INTO PILSTER S20 S305 '-5" MIN. EXTENTS OF PILSTER ENSURE #0 RS IN HEER RE INSTLLE INSIE # VERTIL REINFOREMENT OF PILSTERS TO VOI INTERFERENE OF RER SETION NGLES EMEE T PILSTER N EM EGES NOT SHOWN FOR LRITY SLE: /2"='-0" #4 T 2" O.. EH FE REFER TO PILSTER ETILS ON SHEET S303 FOR REINF. NOT SPEIFIE 3/ HMFER, HORIZONTL WLL REINF. N STIRRUPS NOT SHOWN FOR LRITY U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST W LL ETILS S-305 Sheet of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

12 *** SFETY FIRST *** FLME PLTE VENTILTOR FLME PLTE ETIL SLE: 3/='-0" ERTH FILL LINE (4) /2" I. x HEE STUS T EQ SPING /4 TYPIL VENT ETIL SLE: 3/='-0" S50 S50 PROVIE ELETRIL ONTINUITY Y WELING VERTIL N HORZ. REINFOREMENT TO VENT PIPE LSS "" LP SPLIE 7/ I. HOLES T 9/ O.. LSS 50 FORGE FLNGES MY E SUSTITUTE FOR FRITE PLTE FLNGES (4) / I. SELF-TPPING SREWS / x 9" I. STEEL FLNGE PIR W/ (2) RUER GSKETS, SEE ETIL ON THIS SHEET. /2" I. RO WELE INSIE OF PIPE ON ENTERLINE EH IRETION TO FORM ROSSING PTTERN ONRETE WLL, SEE PLN/SETIONS LOUVER OPENING / THIK x 9" I. STEEL PLTE () (2) " I. HOLES FOR 7/8" I. S.S. OLTS ON 7" I. OLT IRLE () TYPIL REINFORING ROUN WLL OPENING SLE: 3/='-0" '-0" MIN. OVE GRE '- PIPE FLNGE SELNT METL FLSHING WTERPROOFING MEMRNE (60 MIL) T WLLS & ROOF () '- '-0 /4 " I J S50 GLVNIZE UT P W/ INSET SREEN 2" SH. 20 (MIN.) GLVNIZE STEEL PIPE 2'-".F.F. T RER W LL PLE 'L RS ON EH SIE EQUL TO STEEL RE OF INTERRUPTE RS T EH FE (MIN. OF #4) #4 IG. T EH ORNER T MI-EPTH OF SL SL REINF., SEE PLN SL-ON-GRE ETIL SLE: 3/='-0" /2 UI YR PILLRY WTER RRIER MTERIL T OPEN EN OF PIPE S50 NOTES: REFER TO GEOTEHNIL REPORT FOR THE SUGRE PREPRTION N ERTHWORK REOMMENTIONS. INSET SREEN TOP N OTTOM 6 G. MIN. GLV. STEEL LE 3/ THIK PLTE (2) /2" I. SEURITY ROS T 8" O.., WELE TO NGLE VPOR RRIER 3/ THIK PLTE, METL SREWS, /4 2" 2" 2" 6 /2" FINISH FL. PILLRY WTER RRIER SU-GRE MTERIL S PPROVE /2" PLN VIEW 3" ELEVTION VIEW TYPIL LOUVER ETIL SLE: /2"='-0" REINF. ISONT. T JOINT #4 R T 5'-0" O.. RZE OR WELE TO WWF. SL REINF., SEE PLN REINF. ISONT. T JOINT SL REINF., SEE PLN SLE: 3/='-0" 4 G. MIN. GLV. STEEL FRME SWE ONTROL JOINT KEYE ONTROL JOINT GLV. GRTE OVER SWUT JOINT / WIE x /4 SL THIKNESS. FILL WITH JOINT FILLER SL ONTROL JOINT ETIL USE EITHER T ONTRTOR'S OPTION SWUT JOINTS S ERLY S LLOWE HN- TOOL RES INESSILE Y SW 3/ I. x '- SMOOTH OWELS T 2" O.. ENTERE ON ONTROL JOINT PLE T MI-EPTH OF SL. PINT ONE SIE OF OWEL WITH SPHLT PINT N OILE LL ROUN TO PREVENT ON WITH ONRETE. GLV. GRTE OVER TYPIL WEEP OVER ETIL SLE: 3/='-0" TYPIL RIN OVER ETIL SLE: 3/='-0" 3" L 2 /2" x 2 /2" x / NGLE FRME WITH 3/8" I. HEE STUS T O.. ROUN LL SIES LOUVER FRME NOT SHOWN ULK, LL SIES " x 2" x /8" x 0'-3" LG. LIP NGLES T TOP N OTTOM. TTH TO ONRETE W/ 3/8" I. EXPNSION OLTS SSH HIN FUSILE LINK SPRING TTHE TO INSURE POSITIVE LOSURE E S50 WIE x 2 HIGH WETHERPROOF LOUVER WITH INSET SREEN N FUSILE LINK. SEE NOTE 6 ON SHEET S0 2 SWUT JOINT / WIE x /4 SL THIKNESS. FILL WITH JOINT FILLER I. OLT IRLE (4) /-20UN x " FLT HE RSS SREWS #4 R T 5'-0" O.. RZE OR WELE TO WWF. 3/ I. x '- SMOOTH OWELS T 2" O.. ENTERE ON ONTROL JOINT PLE T MI-EPTH OF SL. PINT ONE SIE OF OWEL WITH SPHLT PINT N OILE LL ROUN TO PREVENT ON WITH ONRETE. 9 /2" I. OLT IRLE 7 /2 " S50 (8) /2"-3UN x / FLT HE RSS SREWS I. '-0" G " S50 I. '-8" 3" GLV. PIPE (GLV.) GLV. STEEL FLNGE, TPPE FOR SREWS SPLIE LENGTHS R f c= 4000 PSI SIZE TOP RS OTHER RS NO. #3 9" 2 5" 9" #4 25" 32" 9" 25" #5 3" 40" 2 3" #6 37" 48" 29" 37" #7 5 70" 42" 5 #8 62" 80" 48" 60" #9 78" 0" 60" 78" #0 F S50 '- T IN FIEL EPTH GUGE ETIL SLE: 3/='-0" 85" " 6 85" H EVELOPMENT LENGTHS TOP RS TOP RS RE HORIZONTL REINF. WITH MORE THN 2" ON ONRETE ST ELOW THE REINF. ONRETE LP LENGTHS SHLL E INRESE 20 PERENT WHERE EPOXY OTING IS USE. WHEN LPPING TWO IFFERENT SIZE RS, USE THE LRGER OF THE LP SPLIE IMENSION OF THE SMLLER R OR THE EVELOPMENT LENGTH OF THE LRGER RS INRESE SPLIE LENGTHS RE REQUIRE IN THE 2" THIK HEWLL. THESE INRESE LPS RE SHOWN ON THE ETILS/SETIONS N INLUE 20% INRESE FTOR. NO SPLIES RE LLOWE IN THE PILSTERS OR OOR HEER GLV. PIPE (GLV.) x 5" REUER PERFORTE RIN GLV. STEEL FLNGE, TPPE FOR SREWS S50 9" 25" 3" 37" 5 62" f c= 4000 PSI OTHER RS 5" 9" 2 29" 42" 48" 70" 5 79" REMOVLE P MRK N LEL PIPE IN " INREMENTS TO INITE HEIGHT OVE TOP OF ONRETE 3" I. PV PIPE ONE TO FIERGLSS PLTE. PINT PIPE RIGHT ORNGE 8"x8"x3/8" FIERGLSS PLTE ENTERLINE OF ONRETE RH US rmy orps Huntsville enter SEPT 203 No. escription ate ppr. S SHOW N ate: rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST TYPIL ETILS Project Engineer/rchitect: Je f oulston ate: S-50 Sheet 2 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

13 *** SFETY FIRST *** S REQ' Y OPERTOR TRK SUPPORT RKET TYPE II, SEE ETIL 2/S703. L4x4x/4 x 0'- LONG TROLLEY STOP ON OTH SIES OF TRK. TTH TO TROLLEY W/ 3/ I. OLTS. LOTE STOP TO LIMIT OOR TRVEL TO OPEN POSITION SHOWN TOP OF ONRETE SL '-0" 8 /8 " '-2" 9'-9" '-3" S REQ' 2 S70S702 S8 x 8.4 TROLLEY TRK ILER SPROKET OOR HNNEL EXTENSION, SEE ETIL 4/S703 5/8 " 9 /2 " 9" OOR IN OPEN POSITION 3" I. x 30" PIPE FILLE WITH ONRETE. PROVIE PROJETION, 0'-0" 9" 3" '- S0 S02 " S70 L6 x 3 /2 x 5/ WITH 3/ I. x 2" HEE STUS T 8" O.. 6x3, 7 /2 " S70S702 ELEVTION SLE: /2"='-0" 0'-0" (LER OPENING) S70S70 0'-0" LER OPENING 0'-0" SETION S70 S70 SLE: 3/='-0" TRK SUPPORT RKET TYPE I, SEE ETIL / S L OOR TROLLEY, EMERGENY OOR RELESE RKET OXOUT, SEE ETIL 6/ S702 EMERGENY OOR RELESE HIN GUIE N HOLER, SEE ETIL 5/ S703 OOR HNLE, SEE ETIL 3/S703 OOR IN LOSE POSITION / THIK PLTE 3/8" THIK PLTE L4x4x/4 x 0'- 3" I. x 30" PIPE, FILL WITH ONRETE. PROJETION, 7 /2 " 8" 2" '- 9" Y OPERTOR ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S702 (0'-0" x 0'-0" OOR) N S70() - S702() (8'-0" x 8'-0" OOR) IENTIFY TWO IFFERENT OOR OPENING SIZES. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET OOR SIZE REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE OOR SIZE NOT USE. 3 /2 " 3" 2'-6 /2 " S70S70 4'-0" '-0" HIN OPERTOR 8 L PULL-OOR TRVEL HIN LOKING EVIE SYSTEM, SEE ETILS ON SHEET S704 ONRETE WLL/PILSTER L3 /2 x 3 /2 x / WITH 3/ I. x 2" HEE STUS T 8" O.. LOKING EVIE SYSTEM, SEE ETILS ON SHEET S704 EGE OF FOOTING 20 GGE GLV. SHEET METL HOO THE FULL LENGTH OF TRK N ENLOSING ENS WETHERPROOF ENLOSURE IS TO E ESIGNE FOR SITE-SPEIFI LOS TRK SUPPORT RKET, SEE ETIL /S703 TRK LMP OTTOM OF HOO ENLOSURE T EH EN 0'-3" '-" 2'-3" /2 " /2 " FLSHING 4 3/8 " S70S702 3" ULK 2 S70S702 3 S70S702 TS 6x6x/2, S70 S70 SLE: 3/='-0" TOP OF ONRETE SL L /2 "x /2" x / GLV. FRMES T EH EN N T 6'-0" O.. MXIMUM SPING IN-ETWEEN. FSTEN TO ONRETE WLL WITH (3) / I. EXPNSION OLTS. " x 2" RUER IMPREGNTE NVS ELTING SIMILIR TO HE N JM. 6x3 SETION 3/8" THIK PLTE / THIK PLTE / I. EXPNSION OLTS T 2" O.. L 3 /2" x 3 /2" x / WITH 3/ I. x 2" HEE STUS T 8" O.. " x 2" RUER IMPREGNTE NVS ELTING. FSTEN TO OOR FRME WITH /8" x / METL STRIP N / x 3/ SREWS T 8" O.. T HE N JM REFER TO ETIL 5/S702 FOR OVER PLTE SPLIE INFORMTION 0'-0" (LER OPENING) US rmy orps Huntsville enter SEPT 203 No. escription ate ppr. S SHOW N ate: rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OOR ETILS Project Engineer/rchitect: Je f oulston ate: S-70 Sheet 3 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

14 *** SFETY FIRST *** S REQ' Y OPERTOR TRK SUPPORT RKET TYPE II, SEE ETIL 2/S703. L4x4x/4 x 0'- LONG TROLLEY STOP ON OTH SIES OF TRK. TTH TO TROLLEY W/ 3/ I. OLTS. LOTE STOP TO LIMIT OOR TRVEL TO OPEN POSITION SHOWN TOP OF ONRETE SL '-2" 7'-9" 9'-3" S REQ' S6 x 2.5 TROLLEY TRK ILER SPROKET OOR HNNEL EXTENSION, SEE ETIL 4/S703 OOR IN OPEN POSITION 3" I. x 30" PIPE FILLE WITH ONRETE. PROVIE PROJETION, 8'-0" " 7 /2 " S70S702 TRK SUPPORT RKET TYPE I, SEE ETIL / S703 8'-0" (LER OPENING) S70S L OOR TROLLEY, EMERGENY OOR RELESE RKET OXOUT, SEE ETIL 6/ S702 7 /2 " EMERGENY OOR RELESE HIN GUIE N HOLER, SEE ETIL 5/ S703 OOR HNLE, SEE ETIL 3/S703 OOR IN LOSE POSITION L4x4x/4 x 0'- Y OPERTOR 8" 3 /2 " 3" 2'-6 /2 " S70S70 4'-0" '-0" HIN OPERTOR 8 L PULL-OOR TRVEL HIN LOKING EVIE SYSTEM, SEE ETILS ON SHEET S GGE GLV. SHEET METL HOO THE FULL LENGTH OF TRK N ENLOSING ENS WTERPROOF ENLOSURE IS TO E ESIGNE FOR SITE-SPEIFI LOS TRK SUPPORT RKET, SEE ETIL /S703 TRK LMP OTTOM OF HOO ENLOSURE T EH EN 8'-3" '- '-8" '-8" '-8" '-0" /2 " FLSHING 3" ULK 2 S70S702 3 S70S702 L /2 "x /2" x / GLV. FRMES T EH EN N T 6'-0" O.. MXIMUM SPING IN-ETWEEN. FSTEN TO ONRETE WLL WITH (3) / I. EXPNSION OLTS. " x 2" RUER IMPREGNTE NVS ELTING SIMILIR TO HE N JM. 6x8.2 W6x5, / THIK PLTE /8" THIK PLTE / I. EXPNSION OLTS T 2" O.. TOP OF ONRETE SL L 3 /2" x 3 /2" x / WITH 3/ I. x 2" HEE STUS T 8" O.. " x 2" RUER IMPREGNTE NVS ELTING. FSTEN TO OOR FRME WITH /8" x / METL STRIP N / x 3/ SREWS T 8" O.. T HE N JM 8'-0" (LER OPENING) US rmy orps Huntsville enter SEPT 203 No. escription ate ppr. S SHOW N ate: rawing code: esigned by: rawn by: hecked by: Project Engineer/rchitect: Je f oulston ate: '-0" 8 /8 " 2 S70S702 5/8 " 9 /2 " 9" 9" 3" '- S0 S02 S70 ELEVTION SLE: /2"='-0" 6x8.2, 8'-0" LER OPENING 8'-0" L6 x 3 /2 x 5/ WITH 3/ I. x 2" HEE STUS T 8" O.. /8" THIK PLTE / THIK PLTE 3" I. x 30" PIPE, FILL WITH ONRETE. PROJETION, SETION S70 S70 SLE: 3/='-0" 2" '- 9" ONRETE WLL/PILSTER L3 /2 x 3 /2 x / WITH 3/ I. x 2" HEE STUS T 8" O.. LOKING EVIE SYSTEM, SEE ETILS ON SHEET S704 EGE OF FOOTING ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S702 (0'-0" x 0'-0" OOR) N S70() - S702() (8'-0" x 8'-0" OOR) IENTIFY TWO IFFERENT OOR OPENING SIZES. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET OOR SIZE REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE OOR SIZE NOT USE. /2 " 4 3/8 " S70S702 SETION S70 S70 SLE: 3/='-0" REFER TO ETIL 5/S702 FOR OVER PLTE SPLIE INFORMTION U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OOR ETILS S-70 () Sheet 4 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

15 *** SFETY FIRST *** 6x3 /2 " / THIK PLTE US rmy orps Huntsville enter /2 " FE OF ONRETE TRK SUPPORT RKET TYPE I, SEE ETIL /S703 3/8" THIK PLTE / THIK PLTE REFER TO /S702 FOR INFORMTION NOT SHOWN 6x3 TS 6x6x/2 3/8" THIK PLTE ate ppr. /8" I. OLT TRK LMP 5 /2 " S70 S702 ETIL SLE: /2"='-0" 2 S70 S702 ETIL SLE: /2"='-0" S8x8.4 TRK 3000 L. TROLLEY 6x3 5/8 " 2'-" /2" I. WEEP HOLES TOP N OTTOM T /3 POINTS OF THE TS 6x6 SPN () / THIK PLTE No. escription 3/8" THIK PLTE PLTE /2" x x 8", TK WEL T ORNERS TO 6x3 TK WEL 3 5/8 " /4 " LR. SETION S70 S702 SLE: /2"='-0" L 3 /2" x 3 /2" x / ONT. W/ 3/ I. x 2 HEE STUS T 8" O.. " x 2" RUER IMPREGNTE NVS ELTING T HE N JM / THIK PLTE 3/8" THIK PLTE TS 6x6x/2 3 S70 S702 9/6 " ETIL SLE: /2"='-0" / THIK PLTE SEE NOTES N 2 NOTES:. T THE ONTRTOR'S OPTION, PLUG WELS OF EQUIVLENT STRENGTH MY E SUSTITUTE FOR THE SLOT WELS. 2. 9/ x 2 /2" SLOT WEL. 3 T 5" O.., 2 T 7" O.., 2 T 9 /2" O.., N T 7" FROM EH EGE OF OOR. STRT ENTERLINE OF FIRST WEL 5" FROM EGE OF OOR. 3/8" THIK PLTE /2 " /2" I. WEEP HOLES T /3 POINTS 4 S70 S702 ETIL SLE: /2"='-0" 6x3 esigned by: ate: SEPT 203 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston ONT. T PLTE SPLIE 3/8" THIK PLTE TS 6x6x/2 5 S70 S702 OVER PLTES SHLL E SPLIE ONLY S REQUIRE Y THE SIZE OF PLTES VILLE. LOTION OF SPLIE(S) SHLL E ETERMINE Y THE ONTRTOR N THE SPLIE SHLL ONFORM TO THIS ETIL. SLE: /2"='-0" 9/6 " /2" I. WEEP HOLES TOP N OTTOM T /3 POINTS OF THE TS 6x6 SPN () /4 / THIK PLTE OVER PLTE SPLIE ETIL / I. x / GLV. OLTS, TK WEL TO PLTE 0" 3 3/8 " 3/8" THIK PLTE ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S702 (0'-0" x 0'-0" OOR) N S70() - S702() (8'-0" x 8'-0" OOR) IENTIFY TWO IFFERENT OOR OPENING SIZES. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET OOR SIZE REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE OOR SIZE NOT USE. '-0" x / THIK PLTE, INSIE VIEW 6 TO EGE OF OOR /8 0" 3 3/8 " "x" IMENSION TO FIT MGNETI SWITH PURHSE S70 S702 ETIL x SLE: /2"='-0" SIE VIEW 6x3 / THIK PLTE U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OOR ETILS S-702 Sheet 5 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

16 *** SFETY FIRST *** 6x8.2 /8 /8 /2 " /8" THIK PLTE US rmy orps Huntsville enter /2 " FE OF ONRETE TRK SUPPORT RKET TYPE I, SEE ETIL /S703 / THIK PLTE /8" THIK PLTE REFER TO /S702 FOR INFORMTION NOT SHOWN 6x8.2 W6x5 / THIK PLTE ate ppr. 7/8" I. OLT TRK LMP 5 5/8" S70 S702 ETIL SLE: /2"='-0" 2 S70 S702 ETIL SLE: /2"='-0" S6x2.5 TRK 2000 L. TROLLEY 6x8.2 5/8 " /2" I. WEEP HOLES T /3 POINTS OF THE SPN () /8" THIK PLTE No. escription / THIK PLTE PLTE /2" x x 8", TK WEL T ORNERS TO 6x8.2 TK WEL 3 3/ /4 " LR. SETION S70 S702 SLE: /2"='-0" L 3 /2" x 3 /2" x / ONT. W/ 3/ I. x 2 HEE STUS T 8" O.. " x 2" RUER IMPREGNTE NVS ELTING T HE N JM /8" THIK PLTE / THIK PLTE W6x5 3 S70 S702 7/6 " ETIL SLE: /2"='-0" /8" THIK PLTE SEE NOTES N 2 NOTES:. T THE ONTRTOR'S OPTION, PLUG WELS OF EQUIVLENT STRENGTH MY E SUSTITUTE FOR THE SLOT WELS. 2. 7/ x / SLOT WEL. 5 T 3 / O.., 2 T O.., 2 T 5" O.., N 8" FROM EH EGE OF OOR. STRT ENTERLINE OF FIRST WEL 2" FROM EGE OF OOR. / THIK PLTE /2 " /2" I. WEEP HOLES T /3 POINTS 4 S70 S702 ETIL SLE: /2"='-0" 6x8.2 esigned by: ate: SEPT 203 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston ONT. T PLTE SPLIE / THIK PLTE W6x5 5 S70 S702 OVER PLTES SHLL E SPLIE ONLY S REQUIRE Y THE SIZE OF PLTES VILLE. LOTION OF SPLIE(S) SHLL E ETERMINE Y THE ONTRTOR N THE SPLIE SHLL ONFORM TO THIS ETIL. SLE: /2"='-0" 7/6 " /2" I. WEEP HOLES T/3 POINTS OF THE SPN () /8 /8" THIK PLTE OVER PLTE SPLIE ETIL / I. x / GLV. OLTS, TK WEL TO PLTE 0" 3 3/8 " / THIK PLTE ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S702 (0'-0" x 0'-0" OOR) N S70() - S702() (8'-0" x 8'-0" OOR) IENTIFY TWO IFFERENT OOR OPENING SIZES. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET OOR SIZE REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE OOR SIZE NOT USE. '-0" x / THIK PLTE, INSIE VIEW 6 TO EGE OF OOR /8 0" 3 3/8 " "x" IMENSION TO FIT MGNETI SWITH PURHSE S70 S702 ETIL x SLE: /2"='-0" SIE VIEW 6x8.2 /8" THIK PLTE U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OOR ETILS S-702() Sheet 6 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

17 *** SFETY FIRST *** (2) 3/ x 0" HEE STUS 2 /2 " 9 /4 " 5/8" 8" 5/8 " 5" 2 /8 " / THIK PLTE, S8x8.4 FOR 0'-0" OOR (S6x2.5 FOR 8'-0" OOR) /2 " 3/ x 8" x 0" EME PLTE. (4) 3/ x 0" HEE STUS 3/8" THIK PLTE '-3" /4 WT4x9 2" 3½"2½" 3/8" /4 4 3/ (2) 7/8" I. x 2" LG OLTS FE OF ONRETE L6x3 /2x5/6 US rmy orps Huntsville enter ate ppr. 5" /4 4 5/8 "4 5/8 " ELEVTION VIEW 3/ THIK PLTE PLN VIEW /4 FE OF ONRETE /4 / R. L6x4x/2 x '-0" LG. L6x4x/2 x 0" LG. /4 '-0" OOR WITH EXTEN TOP OOR HNNEL PLN VIEW / THIK PLTE 3/ THIK PLTE S70 S703 S702 " /4 /4 8" " SLE: /2"='-0" /2 " SEE ETIL /S702 SIE VIEW 9" 9" (2) 7/8" I. NHOR OLTS 9 /x9"x/2" PL. TYPE I TRK SUPPORT RKET ETIL S8x8.4 FOR 0'-0" OOR (S6x2.5 FOR 8'-0" OOR) " x 3/ SLOTTE HOLE FOR /8" I. OLT OR 5/ x 3/ SLOTTE HOLE FOR 7/8" I. OLT. 2'-3" 2 /2 " EGE OF OOR OPENING 2 S70 S703 '- /2" T 0'-0" OOR '- 5/8" T 8'-0" OOR SIE VIEW /4 /4 HNGER LMP SLE: /2"='-0" 7 /2 " 3/ x 8" x 0" EME PLTE. FE OF ONRETE TYPE II TRK SUPPORT RKET ETIL /4 " (4) 3/ x 0" HEE STUS 3/ I. ENT RO 3 S70 S703 2 /2" OOR HNLE ETIL SLE: /2"='-0" FE OF PILSTER WT4x9 2" " " 3/8" THIK PLTE, 4 S70 S703 /2 " EGE OF OOR 3 3/4 " 4 /2 " ELEVTION VIEW ETIL SLE: /2"='-0" (2) 3/ x 0" HEE STUS (2) 7/8" I. x 2" LG OLTS EXTEN TOP HNNEL OF OOR '-0" esigned by: ate: SEPT 203 No. escription rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston 2 " 3 4 " " 8" 5 " " R. 5 S70 S /8" I. HOLE, OTH TS SLE: N.T.S. 8" /8" THIK ENT PL. " EQ EQ HIN GUIE N HOLER ETIL U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST OOR ETILS S-703 Sheet 7 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

18 *** SFETY FIRST *** (6) 7/8" I. x 2" LG. HEE STUS (2 ROWS OF 3 STUS PER ROW. ROWS SPE VERTILLY) /4 " 4 3/4 "4 3/4 " /4 " US rmy orps Huntsville enter L3 /2" x 3 /2" x/ ONT. OOR HNNEL LER OOR OPENING /4 " 5/8" '-0" 2x2x3/ PL. 3/8" THIK PL. 8 /2 " ate ppr. /4 SHIM PLTE IF NEEE, WEL TO OOR LL ROUN /6 " OOR WITH W0x49 4 " x " x /2" PLTE WELE TO W0 W/ /4 INH FILLET WEL ON THREE SIES HIGH SEURITY HSPS, SEE NOTES ON THIS SHEET escription No. PLN VIEW SHIM PLTE IF NEEE, WEL TO OOR LL ROUN OOR WITH 4'-0" OVE FLOOR /6 " " 5" " 4 " x " x /2" PLTE 2x2x3/ PL. '-0" /4 W0x49 ate: esigned by: SEPT 203 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston HIGH SEURITY HSP STYLE 2, MK 2 MO 9 S704 HIGH SEURITY HSP NOTES:. HIGH SEURITY HSPS SHLL ONFORM TO MILITRY SPEIFITION MIL-TL-298, STYLE 2-HSP (M298-02) FOR LEFT HN SWINGING OOR. HIGH SEURITY PLOKS SHLL ONFORM TO MILITRY SPEIFITION MIL-TL-43607J. 2. NO MOIFITIONS N/OR EVITIONS TO THE OOR ONSTRUTION SHOWN IN THE STNR RWINGS IS PERMITTE TO OMMOTE THE HIGH SEURITY HSP UNLESS PPROVE Y THE U.S. RMY ENGINEERING N SUPPORT ENTER, HUNTSVILLE (STRUTURL RNH). 3. OOR MNUFTURER WILL OORINTE WITH THE GOVERNMENT ON INSTLLTION N TTHMENT ETILS OF THE HSPS N PROVIE THE NEESSRY STIFFENERS N ITIONL FRMING (IF REQUIRE) TO OMMOTE THE HIGH SEURITY HSPS. 4. SEE OOR FRME N OOR ETILS ON SHEETS S70 - S703. HIGH SEURITY HSPS, SEE NOTES ON THIS SHEET ELEVTION VIEW ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEET S704 (HIGH SEURITY HSPS) N S704 () (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. S70 S704 '-0" HIGH SEURITY HSPS ETIL SLE: /2"='-0" U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST HIGH SEURITY HSP S-704 Sheet 8 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

19 *** SFETY FIRST *** US rmy orps Huntsville enter (6) 7/8" I. x 2" LG. HEE STUS (2 ROWS OF 3 STUS PER ROW. ROWS SPE VERTILLY) LER OOR OPENING /4 " 4 3/4 "4 3/4 " /4 " ate ppr. L3 /2" x 3 /2" x/ ONT. OOR HNNEL REEIVER PLTE FOR IL LOK /4 " 5/8" '-0" 2x2x3/ PL. SHIM PLTE IF NEEE, WEL TO EME PL. LL ROUN REFER TO IL MNF. INSTLLTION RWINGS FOR MOUNTING INFORMTION No. escription REEIVER PLTE FOR IL LOK INTERNL LOKING EVIE (IL) S704 IL, SEE SYSTEM, SEE MNF. RWINGS OOR WITH S70 S704 IL ETIL SLE: /2"='-0" IL, SEE SYSTEM, SEE MNF. RWINGS esigned by: ate: SEPT 203 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston INTERNL LOKING EVIE (IL) NOTES:. INTERNL LOKING EVIE IS U.S. GOVERNMENT ESIGNE N PTENTE LOKING SYSTEM. THE IL SYSTEM SHLL E PURHSE FROM GOVERNMENT PPROVE IL MNUFTURER WITH OORINTION OF NVL FILITIES ENGINEERING SERVIE ENTER (NVF ES) SEURITY ENGINEERING IVISION. ONTT N E ME VI PHONE Y LLING OR THEIR WESITE ( FOR ORERING INFORMTION. 2. NO MOIFITIONS N/OR EVITIONS TO THE OOR ONSTRUTION SHOWN IN THE STNR RWINGS RE PERMITTE TO OMMOTE THE IL UNLESS PPROVE Y THE U.S. RMY ENGINEERING N SUPPORT ENTER, HUNTSVILLE (STRUTURL RNH). 3. OOR MNUFTURER WILL OORINTE WITH THE GOVERNMENT ON INSTLLTION N TTHMENT ETILS OF THE IL N PROVIE THE NEESSRY STIFFENERS N ITIONL FRMING (IF REQUIRE) TO OMMOTE THE IL. 4. SEE IL MNUFTURERS INSTLLTION RWINGS FOR ITIONL INFORMTION NOT SHOWN IN THESE RWINGS. 5. SEE OOR FRME N OOR ETILS ON SHEETS S70-S703. ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEET S704 (HIGH SEURITY HSPS) N S704() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM ONRETE OVL-RH, ERTH OVERE M GZINE ST INTERNL LOKING EVIES S-704() Sheet 9 of 23 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***

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