*** SFETY FIRST *** US rmy orps Huntsville enter US rmy orps ate ppr. Huntsville enter MOULR STORGE MGZINE, OX-TYPE ST 42-80-07 WITH 0 - OOR No. escription esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM OVER SHEET G-00 Sheet of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** 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 OTHERWISE NOTE VERIFY IN FIEL WELE WIRE FRI WELE WIRE REINFOREMENT WITH WORKING POINT REFERENE NO. -04 SHEET WHERE ELEVTION IS TKEN -04 SHEET WHERE ELEVTION IS RWN ELEVTION REFERENE REFERENE NO. SHEET WHERE SETION IS TKEN -04-04 SETION UT UTTING PLNE SHEET WHERE SETION IS RWN REFERENE NO. SHEET WHERE ETIL IS TKEN -0-50 ETIL REFERENE SHEET WHERE ETIL IS RWN esigned by: ate: 2 EEMER 20 No. escription ate ppr. rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston RWING INEX ISIPLINE SHEET NO. SHEET RWING OE SHEET TITLE REF. NO. GENERL STRUTURL G-00 G-002 S-00 S-0 S-02 S-20 S-202 S-30 S-302 S-303 S-50 S-70 S-70 () 2 3 4 5 6 7 8 9 0 2 3 OVER SHEET INEX, SYMOLS, & REVITIONS GENERL NOTES FOUNTION PLN ROOF FRMING PLN ELEVTIONS ELEVTIONS UILING SETION UILING SETION SETIONS TYPIL ETILS OOR FRME ELEVTION & ETILS OOR FRME ELEVTION & ETILS S-702 4 OOR ELEVTIONS S-702 () 5 OOR ELEVTIONS S-703 6 OOR SETIONS S-703 () S-704 S-704 () 7 8 9 OOR SETIONS OOR ETILS OOR ETILS S-705 20 HIGH SEURITY HSP S-705 () 2 INTERNL LOKING EVIES ELETRIL E-0 E-02 E-03 22 23 24 LIGHTNING PROTETION SYSTEM LIGHTNING PROTETION SYSTEM LIGHTNING PROTETION SYSTEM U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM INEX, SYM OLS, & REVITIONS G-002 Sheet 2 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST ***.0 ESIGN RITERI: 3.0 FOUNTIONS 6.4 OLTE ONNETIONS SHLL ONFORM TO RS S "SPEIFITION FOR STRUTURL JOINTS USING. UILING OES N SPEIFITIONS:. MERIN ONRETE INSTITUTE (I 38) 3. 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. 6.5 WELE ONNETIONS SHLL ONFORM TO WS. "STRUTURL WELING OE-STEEL". MINIMUM SIZE FILLET WELS SHLL E 3/ UNLESS OTHERWISE NOTE N ELETROES SHLL E E70xx. US rmy orps Huntsville enter 2. MERIN INSTITUTE OF STEEL ONSTRUTION UNSUITLE MTERILS. WELERS SHLL E QULIFIE IN ORNE WITH WS. 3. MERIN WELING SOIETY,.W.S.. LIVE LOS ROOF---------------------00 PSF FLOOR-------------------00 PSF SNOW LO: 3.2 MXIMUM SSUME NET SOIL ERING PRESSURE USE FOR ESIGN: 3000 PSF. 3.3 SSUME UNIT WEIGHT OF SOIL USE FOR ESIGN: 0 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. 6.6 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. 6.7 LL EXTERIOR STEEL EXPOSE TO THE WETHER SHLL E HOT IPPE GLVNIZE, UON. GROUN SNOW LO (Pg) = 60 PSF 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 IMPORTNE FTOR (I) =. 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 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 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 6. 6.8 LL STIFFENERS N GUSSETS PLTES SHLL E MINIMUM " THIK, UNLESS OTHERWISE NOTE. SI WIN SPEE: 30 MPH SUJETE TO WTER. IMPORTNE FTOR (I):.5 EXPOSURE TEGORY: 7.0 STRUTURL PREST ONRETE ENLOSURE LSSIFITION: ENLOSE 4.0 ONRETE. ERTHQUKE: OUPNY TEGORY=III 4. LL ONRETE WORK INLUING ETILING, FRITION, PLEMENT OF REINFORING, MIXING, HNLING, PLING, FINISHING, N URING SHLL ONFORM TO THE FOLLOWING OUMENTS: 7. LL PREST ELEMENTS NOT ETILE ON RWINGS SHLL E ESIGNE FOR THE SPN N ONRETE N ONSTRUTION LOING ONITIONS SHOWN ON THE RWINGS Y LIENSE STRUTURL ENGINEER. LL ESIGN LULTIONS, INLUING THE ESIGN OF LL STRUTURL ELEMENTS N LIFTING POINTS SHLL E SUMITTE TO THE ONTRTING OFFIIER FOR REVIEW escription Ie=.25 Ss= 0.65 Sds= 0.49 I 30---------------"STNR SPEIFITIONS FOR STRUTURL ONRETE" I 35---------------"MNUL OF STNR PRTIE FOR ETILING REINFORE ONRETE STRUTURES" I 38---------------"UILING OE REQUIREMENTS FOR STRUTURL ONRETE" PRIOR TO THE STRT OF FRITION. 7.2 THE PREST MNUFTURER SHLL E RESPONSILE FOR OORINTION OF LL ISIPLINES S No. S= 0.8 THEY EFFET THE PREST ELEMENTS. Sd= 0.9 SITE LSS: SI SEISMI-FORE RESISTING SYSTEM= IMTERMEITE PREST SHER WLLS SEISMI ESIGN TEGORY= NLYSIS PROEURE = EQUIVLENT LTERL FORE PROEURE E. SOILS» SOIL ENSITY ( ): 0» NGLE OF INTERNL FRITION OF THE SOIL (ˇ) : 30 EG EFP: 60 PSF PER FOOT OF EPTH 2.0 GENERL 2. ONTRTOR SHLL VERIFY LL IMENSIONS N SITE ONITIONS PRIOR TO ONSTRUTION/FRITION. ONTRTOR SHLL NOTIFY ONTRTING OFFIIER OF NY ISREPNIES PRIOR TO ONSTRUTION. 2.2 THE STRUTURE (MEMERS N ONNETIONS) HS EEN ESIGNE TO SUPPORT IN-PLE ESIGN LOS ONLY. THE ONTRTOR SHLL E RESPONSILE FOR LIMITING 4.2 LL ONRETE SHLL HVE MINIMUM OMPRESSIVE STRENGTH OF 4000 PSI T 28 YS, U.O.N. LL ONRETE SHLL ONFORM TO STM 94. 4.3 REINFORING RS SHLL E EFORME TYPE ONFORMING TO STM 65 GRE 60 U.O.N. 4.4 WELE WIRE REINFOREMENT SHLL ONFORM TO STM 85. MINIMUM LP N EMEMENT TO E THE GRETER OF ONE ROSS WIRE SPING PLUS OR, WHIHEVER IS GRETER. 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 ONSTRUTION OUMENTS. 4.6 REINFORING SHLL E ONTINUOUS WITH LSS "" TENSION LP SPLIES, U.O.N. 4.7 ONRETE OVERGE OF REINFOREMENT U.ON.: ONRETE ST GINST ERTH:...3 INHES FORME ONRETE EXPOSE TO ERTH OR WETHER: NO. 6 R N LRGER...2 INHES NO. 5 R N SMLLER... /2 INHES ONRETE NOT EXPOSE TO WETHER: SLS, WLLS, JOISTS... INHES 7.3 THERE SHLL E NO FIEL UTTING OF PREST ELEMENTS WITHOUT THE PPROVL OF THE ONTRTING OFFIIER. 7.4 ONRETE SHLL HVE MINIMUM OMPRESSIVE STRENGTH T TWENTY-EIGHT YS OF 4000 PSI. 7.5 LL GROUT SHLL E NON-SHRINK, NON-METLLI WITH F c = 6000 PSI. 8.0 LIGHTNING PROTETION SYSTEM (LPS) 8. LL METL PRTS, TO INLUE REINFOREMENT IN FLOOR, PREST WLLS N ROOF PNELS, LOUVERS, VENTILTORS, OORS N OOR FRME, SHLL E ME ELETRILLY ONTINUOUS Y ONING (RZING OR WELING) T 5 LINER FEET INTERVLS. ELETRIL ONTINUITY SHLL E PROVIE ROSS FLOOR EXPNSION N ISOLTION JOINTS TO FOUNTION PEESTLS N PREST ROOF PNELS, N ETWEEN PREST WLLS N ONRETE PEESTL FOOTING SHLL E PROVIE URING ONSTRUTION. EPTLE ONTINUITY METHOS RE REINFORING RS, OPPER STRPS, ET. SEE ELETRIL RWINGS FOR ITIONL INFORMTION REGRING LPS. esigned by: ate: 2 EEMER 20 rawn by: S SHOW N hecked by: rawing code: Project Engineer/rchitect: Je f oulston ate: ONSTRUTION LOS SUH THT THESE LOS O NOT EXEE THE ESIGN LOS EMS N OLUMNS... /2 INHES NOTE OVE. SL ON GRE...MI-EPTH OF SL ESIGNER NOTES: TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION OF THIS ESIGN. 2.3 IT IS THE ONTRTOR S RESPONSIILITY TO ETERMINE ONSTRUTION METHOS, 4.8 PROVIE REINFORING RS IN ONRETE FOOTINGS TO MTH THE SIZE N SPING OF THE HORIZONTL PROEURES, N SEQUENES TO ENSURE STILITY N SFETY URING ONSTRUTION. REINFORING T LL ORNERS N INTERSETIONS OF STRIP FOOTINGS. PROVIE LEG LENGTH EQUIVLENT. THE MGZINE HS EEN NLYZE FOR THE LOS LISTE ON THIS SHEET N ETERMINE THE ONTRTOR SHLL TKE NEESSRY PREUTIONS TO PROTET N MINTIN THE TO LSS "" TENSION LP SPLIE U.O.N. TO E EQUTE UNER THESE LOINGS. HOWEVER, THE ESIGNER SHOUL VERIFY THE STRUTURL INTEGRITY OF LL NEW N EXISTING ONSTRUTION T LL STGES. STRUTURE FOR THE SITE-SPEIFI LOING RITERI. IF SITE-SPEIFI LOS EXEE 4.9 PROVIE OWEL TO FOUNTION WITH 90 EGREE HOOK TO MTH SIZE N SPING OF VERTIL THESE LISTE ON THIS SHEET, THE ESIGNER SHOUL RESS LL EFIIENIES THT 2.4 SETIONS N ETILS SHOWN ON THE STRUTURL RWINGS SHLL E ONSIERE REINFORING T LL PEESTLS, WLLS, N OLUMNS. ONT MEET URRENT UILING OES. TYPIL FOR SIMILR ONITIONS THT O NOT HVE SPEIFI SETION INITE. 4.0 FOOTINGS N SLS SHLL HVE NO HORIZONTL JOINTS (POURE TO THEIR FULL EPTHS IN 2. FOUNTIONS SHLL E REVISE TO REFLET SPEIFI SITE SOIL ONITIONS INLUING 2.5 THE ONTRTOR SHLL OORINTE STNR RWINGS WITH THE VENOR/MNF. ONE OPERTION). NY STOP IN ONRETE WORK SHLL E ULKHE N KEYE, U.O.N. LOL SITING, TOPOGRPHI ONITIONS, N FROST PENETRTION EPTHS. SHOP RWINGS TO VERIFY SIZES N LOTIONS OF OPENINGS, SLEEVES, INSERTS, EPRESSIONS, FINISHES, SLOPES, ET. NY ISREPNY SHLL E ROUGHT TO 4. REINFOREMENT SHLL NOT E ENT OR STRIGHTENE IN MNNER THT WILL MGE THE 3. STRUTURL OMPONENTS, WITH THE EXEPTION OF THE FOUNTION (FOOTINGS), THE TTENTION OF THE ONTRTING OFFIIER. MTERIL. RS WITH WITH KINKS OR IMPROPER ENS SHLL NOT E USE. SL-ON-GRE, N WING WLLS SHLL NOT E MOIFIE WITHOUT THE PPROVL OF THE ONTRTING OFFIIER, WHO SHOUL ONSULT WITH THE U.S. RMY ENGINEERING 2.6 SEE IVIL SITE LYOUT RWINGS (PRT OF SITE PTION) FOR TUL FINISHE FLOOR 4.2 REINFOREMENT SHLL E ONTINUOUS THROUGH LL ONSTRUTION JOINTS, UT ISONTINUOUS N SUPPORT ENTER, HUNTSVILLE (STRUTURL RNH). STRUTURE HS EEN ELEVTIONS (F.F.E.) FOR LL UILINGS. ELEVTIONS SHOWN IN STRUTURL OUMENTS THROUGH LL ONTROL JOINTS, U.O.N.. ETERMINE TO E EQUTE FOR THE ESIGN RITERI LISTE ON THIS SHEET. WILL E SE ON REFERENE F.F.E. EQUL TO 00-0", U.O.N. 4.3 LSS FINISH IS REQUIRE FOR EXPOSE FORME SURFES OF PREST PNELS. LSS 4. SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO 2.7 NY ISREPNIES ETWEEN RWINGS, SPEIFITIONS, REFERENE STNRS, OR FINISH IS REQUIRE FOR SURFES WHIH WILL E ELOW GRE OR NOT EXPOSE TO VIEW IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING GOVERNING OE, THE MORE STRINGENT REQUIREMENTS SHLL GOVERN. ONTRTOR FTER FINL SSEMLY. OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHLL NOTIFY THE ONTRTING OFFIIER OF ISREPNIES N OTIN IRETION SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. PRIOR TO PROEEING. 4.3 REFER TO GEOTEHNIL REPORT FOR REOMMENTIONS RELTIVE TO SUGRE PREPRTION FOR SL ON GRE WORK. 2.8 ONTRTOR SHLL PROVIE TEMPORRY SHORING N RING OF LL STRUTURL WORK, N SOIL EXVTION S REQUIRE. SHORING N RING SHLL NOT E STRUTURL ESIGNTION (7-R) NOTES: REMOVE UNTIL LL FINL ONNETIONS HVE EEN OMPLETE IN ORNE WITH 6.0 STRUTURL STEEL THE RWINGS, N MTERILS HVE HIEVE ESIGN STRENGTH.. NY EVITION FROM THE STNR PPROVE ESIGN RWINGS FOR THE ONRETE 6. STRUTURL STEEL FRITION, ERETION, N ONNETION ESIGN SHLL ONFORM TO HEWLL, STEEL OOR, ONRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN.I.S.. S "SPEIFITION FOR STRUTURL STEEL UILINGS." PPROVL FROM THE EPRTMENT OF EFENSE EXPLOSIVE SFETY OR (ES) MY REQUIRE THE MGZINE TO E ONSIERE N UNEFINE MGZINE N MY 6.2 STRUTURL STEEL SHLL ONFORM TO THE FOLLOWING STM ESIGNTIONS: SEVERELY RESTRIT THE LLOWLE STORGE PITY. W SHPES...STM 992 2. IF ONSTRUTE PER THESE RWINGS, FILITY MEETS LST-RESISTNT ESIGN STEEL HNNELS, NGLES, PLTES N RS:...STM 36 RITERI FOR 7-R STRUTURL ESIGNTION PER O 6055.09-M. THIS ESIGNTION RETNGULR, SQURE, N ROUN HSS...STM 500, GRE IN NO WY IMPLIES VLITION OF THE ESIGN GINST OTHER LO SES. STEEL PIPE (HSS)...STM 53, GRE 6.3 STRUTURL FSTENERS SHLL ONFORM TO THE FOLLOWING STM ESIGNTIONS:. THIS STNR ESIGN RWING TE EEMER 2, 20; ST 42-80-07 SHEETS -24, THREE ROS...STM 36 UPTE N SUPERSEE THE STNR ESIGN OF IR FORE MOULR STORGE HEE STUS...STM 08, GRES 05 TO 020 (60 KSI TENSILE STRENGTH) MGZINE, OX TYPE, ST 42-80-06 (MOIFIE). U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM GENERL NOTES S-00 Sheet 3 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** 26-25 -0" RIN TO RER IF REQ S0S20 S0S303 US rmy orps Huntsville enter ate ppr. RIGE I. ONT. FOOTING RIN. ELEVTIONS, SLOPES, N OUTLETS TO E ESTLISHE WHEN STRUTURE IS SITE PTE. SEE SETIONS FOR MORE ETILS. escription No. 20-0" S0S30 8-0" SLOPE 3 SLOPE FROM ENTER SLOPE FROM ENTER S0S303 VLLEY S0S302 S0S303 S0S303 S0S303 S0S303 26-20 -0" M IN. - 80-0" M X. (NOM INL UNKER LENGTH) SLOPE FROM ENTER ONTROL JOINT (.J.) SEE ETILS.J..J. SLOPE FROM ENTER (NOTH FOR OOR FRME).J. S0S20 VLLEY SLOPE 4-0" 8-0" 20-0" I. PIPE OLLR WITH OOR UMPER (INUSTRIL GRE) N HIN (OPTIONL) FOUNTION PLN SLE: = -0" S0S202 WLL JOINT, SEE ELEVTIONS 2. TOP OF SL (FINISH FLOOR ELEVTION) = 00-0" U.O.N. 2. SL-ON-GRE: ONRETE ON PILLRY WTER RRIER N VPOR RRIER, REINFORE WITH 6x6 W2.9xW2.9 WWF SUPPORTE FROM TOP OF SL UNO. 3. PLE ONTROL JOINTS IN SL-ON-GRE T 8-0" O.. (MX.). ONTROL JOINTS SHLL E OMPLETE S SOON S POSSILE. 4. PROVIE 2 OF ERTH OVER MINIMUM ON ROOF. 5. WTERPROOF LL SURFES OF THE SHELTER WHIH WILL E IN ONTT WITH ERTH FILL FTER SHELTER IS ERETE. 6. SIZE, LOTION, N QUNTITY OF TILT-UP RE TTHMENT POINTS N LIFTING INSERTS TO E ETERMINE Y ONTRTOR/PREST MNF.. 7. IT IS THE RESPONSIILITY OF THE SITE PTION ENGINEER TO MOIFY THESE RWINGS TO MEET LOL SITING, FOUNTION, N TOPOGRPHI ONITIONS. 8. PNELS MY E PREST Y MNUFTURER SPEILIZING IN PREST OR PREST T THE JO-SITE. S0S303 2-7" 2-0" 5-7" N 0 - ate: 2 EEMER 20 S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 FOUNTION PLN Project Engineer/rchitect: Je f oulston ate: S-0 Sheet 4 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter 26 - OVERHNG 26 - OVERHNG S02S20 EPTH GUGE, TYP T 9 LOTIONS. PLE 3 ON EH LONGITUINL EGE N 3 OWN THE MILE OF THE ROOF ate ppr. PREST ROOF PNEL SPN 4 OIL, INSERT T ROOF PNELS Y PREST MNF. S02S303 PREST ROOF PNEL, SEE ETILS escription No. 20-0" M IN. - 80-0" M X. (NOM INL UNKER LENGTH) PREST ROOF PNEL SPN PREST ROOF PNEL SPN 5 S02S303 S02S202 ROOF FRMING PLN SLE: = -0". PROVIE 2 OF ERTH OVER MINIMUM ON ROOF. N esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston S02S30 S02S302 PREST ROOF PNEL SPN 3-0" 4-0" 3-0" 2 - () 3-0" () PREST ROOF PNEL SPN S02S20 VENTILTOR, SEE ETILS PORTL WLL P PNEL 2. WTERPROOF LL SURFES OF THE SHELTER WHIH WILL E IN ONTT WITH ERTH FILL FTER SHELTER IS ERETE. 3. SIZE, LOTION, N QUNTITY OF TILT-UP RE TTHMENT POINTS N LIFTING INSERTS TO E ETERMINE Y ONTRTOR/PREST MNF.. 4. IT IS THE RESPONSIILITY OF THE SITE PTION ENGINEER TO MOIFY THESE RWINGS TO MEET LOL SITING, FOUNTION, N TOPOGRPHI ONITIONS. 5. PNELS MY E PREST Y MNUFTURER SPEILIZING IN PREST OR PREST T THE JO-SITE. 6. PROVIE ELETRIL ONTINUITY WITHIN THE PREST ROOF PNELS Y WELING T 5 LINER FEET INTERVLS ROSS TOP OF STIRRUPS TO EN NGLES IN ONE IRETION. IN THE OTHER IRETION, WEL #4 R FROM OTTOM PLTE TO #4 REINF. U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM ROOF FRMNG PLN S-02 Sheet 5 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter 43-9" 7-7" 28-7" 7-7" VENT SSEMLY, SEE ETILS ate ppr. I. PV WEEPS ST-IN-PLE 20-0" 8-0" 26-8 -0" 20-0" ONRETE WLL S20S303 I. PIPE OLLR WITH OOR UMPER (INUSTRIL GRE) N HIN (OPTIONL) 9-0" - - PREST MNF.: OORINTE LOTION OF WEEPS TO MINIMIZE INTERFERENE WITH REINF. N HEE STUS PORTL WLL PNEL S20S303 OOR HNLE, SEE ETIL 8/S704 (HSP OPTION) LEFT OOR, SEE ELEV. / OOR HNLE, SEE ETIL 2/S704 OR /S704 () P WLL PNEL SEE ELEVTION /S70 FOR OOR FRME ELEV. S20S302 WLL ELEVTION SLE: = -0" / MRGIN ETWEEN OORS (NOTH FOR OOR FRME) PREST ROOF PNEL EYON RIGHT OOR, SEE ELEV. / -RING NHOR, WELE TO OOR FOR OOR TH WHEN OOR IS OPEN, S0S20 S02 PORTL WLL PNEL S20S303 " PNEL-TO " PNEL - - LIFTING INSERT (), Y PREST MNF. I. PV WEEPS -RING NHOR, OLTE TO IP ON. WLL FOR OOR TH WHEN OOR IS OPEN, (IF OLLR OPTION ISN T HOSEN) MIN. S20S303 2-0 - 3-0" -0" T FINISHE GRE esigned by: ate: 2 EEMER 20 No. escription rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston S20S302 K WLL PNEL WLL ELEVTION SLE: = -0" 26-9 -0" S0S20 S02 VENT SSEMLY, SEE ETILS 2 - -0" LIFTING INSERT (), Y PREST MNF. EXTENTS OF FRONT WLL ELEVTION EYON. U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM ELEVTIONS S-20 Sheet 6 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter VENT SSEMLY, SEE ETILS SEE ETIL 4/S303 PREST ROOF PNELS, SEE ETILS S202S30 ate ppr. EXTENTS OF SIE WLL PNEL 2-0" 2-0" LIFTING INSERT, (), Y PREST MNF. SIE WLL PNEL PNEL JOINT " " PNEL-TO PNEL No. -0" escription 20-0" ( SIE WLL PNEL LENGTH) WLL ELEVTION SLE: = -0" S0S202 S02 LENGTH S REQ esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM ELEVTIONS S-202 Sheet 7 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** 6x3 ONT. #4 R T 5-0" O.. WELE TO HNNELS N REINF. FOR ELETRIL ONTINUITY. 6x3 ONT. PREST PORTL WLL P PNEL #5 HORZ. T O.., / I. x HEE STUS T O.. GRIN SMOOTH & SEL WEL 3/ THIK ENT PL. ONT. / () 8.25" 3/6 L3 /x 3 / x x 24-0" LG. W/ 3/ I. x 5" LG. EPOXY NHORS T -0" O.. 2 LYERS 30# FELT MOP IN PLE WITH OL TR PITH E. EME HSS 8x8x OOR FRME PROVIE HIGH -STRENGTH NON -SHRINK GROUT PREST ROOF PNEL, SEE ETILS L6x4x/ x 26-0" LONG (LLV) SET FIRMLY GINST ROOF PNELS WTERPROOFING MEMRNE (60 MIL), T ROOF N WLLS EPTH GUGE, SEE ETIL F/S50. REFER TO ROOF PLN FOR LOTIONS RESONLY OHESIVE SOILS ONLY. SOLI OR WET LY SHLL NOT E USE. ERTH FILL SHLL ONTIN NO STONES HEVIER THN 0 POUNS OR LRGER THN (5.2) IN NY IMENSION 5/ PREST ROOF PNEL, SEE ETILS WTERPROOFING MEMRNE (60 MIL) PROVIE HIGH -STRENGTH NON -SHRINK GROUT L6x4x/ x 26-0" LONG (LLV) 8x8.75 ONT. #4 R T 5-0" O.. WELE TO HNNELS N REINF. FOR ELETRIL ONTINUITY. / I. x HEE STUS T O.. 2-0" MIN. 2 MIN. US rmy orps Huntsville enter escription ate ppr. #7 VERT. T O.., No. OOR, SEE ELEVTIONS ON PROVIE RMPS, I.E., PRESSURE TRETE 2x MEMERS SLOPE S REQUIRE TO LLOW FORKLIFTS TO SFELY TRNSPORT MUNITIONS OVER OOR SILL. ONRETE PRON, MINTIN SLOPE WY FROM OOR FOR 3-0" MIN.. HSS 6x8x SLOPE N. - /2 " #4 RS T 3-0" O.. 5 /2 " " 2 4 /2 " 8 /2 " 2-0" 2 - EXTENTS OF OOR FRME, SEE ETILS ON S70 L6 x 3 /2 x (LLV) W/ / I. x HEE STUS T O... #5 OWELS x 8-0" LONG T -0" O.. SLOPE N. 3 6 #5 RS ONT S SHOWN -0" PREST ROOF PNELS, SEE ETILS SEE ETIL 4/S303 S0 S02 S20 S302 SETION SLE: 3/= -0" SL-ON-GRE SEE PLN #4 R T 5-0" O.. WELE TO HNNELS N REINF. FOR ELETRIL ONTINUITY. 8x8.75 ONT. / x 0" PL. ONT. W/ / I. x HEE STUS T O.. STGGER RER LYERS TO FORM x SQURE MESH PTTERN OF #5 N #7 RER. (2) #5 HORZ. ONT. TOP & OTT. T TOP N OTTOM OF WLLS #5 HORZ. T O.. W/ SEISMI HOOK EH EN, WRP EN OF WEEPS WITH FILTER FRI, #4 STIRRUPS T O.., TOP & OTT. ENLOSE HORZ. REINF. WITHIN STIRRUPS 7" () -0" #6 ONT. T O.. TOP N OTT. 0" #7 VERT. T O.., #4 R T 5-0" O.. RZE OR WELE TO WWF, REINF., N HEE STUS - 2-5" () / I. x HEE STUS T O.. 5 - - -7" WTERPROOFING MEMRNE (60 MIL), T ROOF N WLLS PREST WLL PNELS SN MTERIL (SW) / I. WEEPS T - O.. #6 OWELS T O.. I. PERFORTE FOOTING RIN PIPE, (TURN PERFORTIONS OWN) FILTER FRI GRVEL MTERIL (GW) #5 TRNSVERSE RS T O.. TOP N OTT. #6 HORZ. ONT. T O.. ate: 2 EEMER 20 S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 UILING SETION Project Engineer/rchitect: Je f oulston ate: S-302 Sheet 9 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter PREST WLL PNELS, SEE SETONS FOR REINF. #4 R T 5-0" O.. WELE TO HNNELS N REINF. (E. FE) FOR ELETRIL ONTINUITY. STGGER RER LYERS TO FORM x SQURE MESH PTTERN OF #5 N #7 RER. PREST WLL PNELS / I. x HEE STUS T O.. 8x8.75 ONT. #6 HORZ. ONT. T O.. #6 HORZ. ONT. T O.. S0 S303 S20 ETIL S0 S303 SLE: 3/= -0" SETION SLE: 3/= -0" FOUNTION STEM WLL, SEE SETIONS WTERPROOFING MEMRNE (60 MIL), TYP T WLLS & ROOF. / x 0" PL. ONT. W/ / I. x HEE STUS T O.. WTERPROOFING MEMRNE, #7 VERT. T O.., SN MTERIL (SW) #4 R T 5-0" O.. WELE TO HNNELS N REINF. (E. FE) FOR ELETRIL ONTINUITY. / x 0" PL. ONT. W/ / I. x HEE #4 R T 5-0" O.. RZE OR STUS T O.. WELE TO PEESTL REINFOREMENT, N HEE STUS - -0" 2-5" - 8x8.75 ONT. 0 - / I. x HEE STUS T O.. #5 HORZ. T O.. W/ SEISMI HOOK EH EN, #5 OWELS T 2 O.. #6 TRNSVERSE RS T 2 O.. TOP N OTT. 6 - / I. x HEE STUS T O.. WTERPROOFING MEMRNE (60 MIL), TYP T WLLS & ROOF. PREST WLL PNEL, SEE SETIONS FOR REINF. S0 S303-0" #4 R T 5-0" O.. WELE TO HNNELS N REINF. (E. FE) FOR ELETRIL ONTINUITY. - 2 ETIL SLE: 3/= -0" -0" VRIES 2-7" TO 2 - #5 HORZ. T O.. LSS "" FINISH #5 VERT. T O.. I. PV WEEP FINISHE GRE 2 LYERS #30 FELT MOP IN PLE WITH OL TR PITH ON-SITE ST WLL, SEE SETIONS FOR REINF. / x 0" PL. ONT. W/ / I. x HEE STUS T O.. 8x8.75 ONT. NOTES: SETION SLE: 3/= -0" M IN. VRIES 2-0" TO - S0 S303 S20 3/ HMFER #6 RS T O.. (WLL HT. > 9-0") #6 RS T O.. (WLL HT. < 9-0") LSS "" FINISH 3 ETIL S0 S303 #5 RS x 3 LONG T O... THE SN N GRVEL MTERILS SHOWN IN THE SETIONL VIEW THROUGH WING WLL SHOUL E TERMINTE T THE POINT WHERE THE WING WLL HEIGHT IS INSUFFIIENT TO MINTIN THE 2-3 OHESIONLESS FILL MTERIL. PLE OVER OVER T LEST OF SN MTERIL. PST THIS POINT, N ITIONL OF SN MTERIL SHOUL E E TO "LOSE IN" THE EN OF GRVEL MTERIL. #6 RS T O.. (WLL HT. > 9-0") #6 RS T O.. (WLL HT. < 9-0") 2. S N OPTION, EPENING ON THE SITE SPEIFI ONITIONS, THE WEEPHOLES THROUGH THE WING WLLS MY E REPLE WITH PERFORTE PIPE RINS PLE IN THE GRVEL MTERIL RUNNING LTERLLY EHIN THE WING WLLS N PORTL WLL PNELS N ONNETE TO THE PERIMETER FOOTING RIN. WTERPROOFING MEMRNE (60 MIL), TYP T WLLS & ROOF. PREST WLL PNELS, SEE SETONS FOR REINF. WEL SIE WLL PNEL TO OOR FRME PRIOR TO PLEMENT OF PORTL WLL PNEL VRIES 0 - TO 2-0" / I. x HEE STUS T O.. #4 R T 5-0" O.. WELE TO HNNELS N REINF. (E. FE) FOR ELETRIL ONTINUITY. SN MTERIL (SW) (SEE NOTES & 2) WRP EN OF WEEP WITH FILTER FRI GRVEL MTERIL (GW) (SEE NOTES & 2) #6 RS T O.. SLE: 3/= -0" / x 0" PL. ONT. W/ / I. x HEE STUS T O.. 45 #4 R TO NGLE FOUNTION STEM WLL, SEE SETIONS #4 R T 5-0" O.. WELE TO HNNELS N REINF. (E. FE) FOR ELETRIL ONTINUITY. 8x8.75 ONT. OOR FRME, SEE ETILS ON S70 SL EGE T OOR OPENING S02 S02 S202 S302 5 #4 706 RER, PLE / FROM TOP OF ROOF PNEL. S303 2 ETIL 5/ GP 5" x0 -x" PL. T EH EME S303 2 SLE: 3/= -0" x0 -x" PL. T EH EME L4x3x x 0 - LG. SEE PLN FOR SPING PREST ROOF PNELS L4x3x x 0 - LG. SEE PLN FOR SPING PREST ROOF PNELS, SEE ETILS PROVIE HIGH -STRENGTH NON -SHRINK GROUT 4 ETIL SLE: 3/= -0" WTERPROOFING MEMRNE (60 MIL), TYP T WLLS & ROOF. REFER TO ETIL 5/S303 FOR PLN VIEW 2 EEMER 20 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 M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 SETIONS Project Engineer/rchitect: Je f oulston ate: S-303 Sheet 0 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** " THIK x 9" I. STEEL PLTE () REINF. ISONT. T JOINT #4 R T 5-0" O.. RZE OR WELE TO WWF. SWUT JOINT " WIE x SL THIKNESS. FILL WITH JOINT FILLER 3/ I. x - SMOOTH OWELS T 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. US rmy orps Huntsville enter FLME PLTE ERTH FILL LINE VENTILTOR FLME PLTE ETIL SLE: 3/= -0" " x 9" I. STEEL FLNGE PIR W/ (2) RUER GSKETS, SEE ETIL ON THIS SHEET. 2 LYERS OF STRIP IN FELTS MOP IN WITH HOT SPHLT (4) / I. x HEE STUS T EQ SPING (4) " I. SELF-TPPING SREWS / I. RO WELE INSIE OF PIPE ON ENTERLINE EH IRETION TO FORM ROSSING PTTERN PREST WLL PNELS SEE SETIONS (2) I. HOLES FOR 7/ I. S.S. OLTS ON 7" I. OLT IRLE () 7/ I. HOLES T 9/ O.. LSS 50 FORGE FLNGES MY E SUSTITUTE FOR FRITE PLTE FLNGES TYPIL VENT ETIL SLE: 3/= -0" -0" MIN. OVE GRE - PIPE FLNGE S50 SELNT S50 PROVIE ELETRIL ONTINUITY Y WELING VERTIL N HORZ. REINFOREMENT TO VENT PIPE - METL FLSHING -0 " I WTERPROOFING MEMRNE (60 MIL) T WLLS & ROOF GLVNIZE UT P W/ INSET SREEN SH. 20 (MIN.) GLVNIZE STEEL PIPE /2 UI YR PILLRY WTER RRIER MTERIL T OPEN EN OF PIPE SL REINF., SEE PLN SL-ON-GRE ETIL SLE: 3/= -0" 9 " 6 3/4 " S50 NOTES: REFER TO GEOTEHNIL REPORT FOR THE SUGRE PREPRTION N ERTHWORK REOMMENTIONS. STIRRUP TYPE " xx" PL. T E. EME L4x3x x 0 - LG. (LLV), SEE PLN FOR SPING -0" 5 3/3 6 " STIRRUP TYPE " SLE: 3/= -0" VPOR RRIER 3 3/4 " FINISH FL. PILLRY WTER RRIER SU-GRE MTERIL S PPROVE 3 /8 " 9" #4 STIRRUPS RIUS, 3 /6 " 0 5/8 " 7 " (3 EQ. SP.) (2 EQ. SP.) 0" 3 3/4 " 0-2 " 5 /6 " SLE: 3/= -0" SLE: 3/= -0" SLE: 3/= -0" REINF. ISONT. T JOINT 2 /8 " SL ONTROL JOINT ETIL SLE: 3/= -0" SWE ONTROL JOINT KEYE ONTROL JOINT USE EITHER T ONTRTOR S OPTION SWUT JOINTS S ERLY S LLOWE HN- TOOL RES INESSILE Y SW 5 /8 " ROSS SETION -0" STIRRUP TYPE " SETION Y-Y SLE: 3/= -0" PREST ROOF PNEL ETIL 87 #4 HORZ. REINF. T STIRRUP SPING -2 " STIRRUP TYPE " # 6 R ONT., 6 " 4 /2 " 0" 2 SWUT JOINT " WIE x SL THIKNESS. FILL WITH JOINT FILLER E 0 " S50 S50 9 "6 3/4 " STIRRUP TYPE " SLE: 3/= -0" NOTES: PROVIE ELETRIL ONTINUITY WITHIN THE PREST ROOF PNEL Y ONING T 5 LINER FEET INTERVLS ROSS TOP OF STIRRUPS TO EN NGLES IN ONE IRETION. IN THE OTHER IRETION, FROM OTTOM PLTE TO #4 REINFOREMENT Y Y RIUS, #4 STIRRUPS 26 - ON #4 R T 5-0" O.., FOR ELETRIL ONTINUITY STIRRUP TYPE " 4 /2 " (4) #0 RS ONT. S SHOWN, 4 /2 " 6 " 4 /2 " -0" L4x3x x 0 - LG. (LLV) SEE PLN FOR SPING / I. x LG. HEE STUS T O.. (STRT FROM EN) RIUS, #4 STIRRUPS SPLIE LENGTHS EPTH GUGE ETIL SLE: 3/= -0" EVELOPMENT LENGTHS TOP RS RE HORIZONTL REINF. WITH MORE THN 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 2 /2 " 8 3/4 " 8-3 -4 /2 " -2 /2 " 3-4 /2 " 8-8 3/4 " 2 /2 " (0 SPES T 0" O..) (3 SPES T - / O..) (3 SPES T - / O..) (0 SPES T 0" O..) #4 STIRRUPS, SEE ROSS SETION 35 EGREE HOOK # 6 R ONT., (NO SPLIE LLOWE) #0 RS ONT., (NO SPLIE LLOWE) SL REINF., SEE PLN SL REINF., SEE PLN #4 R T 5-0" O.. RZE OR WELE TO WWF. 3/ I. x - SMOOTH OWELS T 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. L 3 / x x " LLH x 26 - LG. () R f c= 4000 PSI SIZE TOP RS OTHER RS NO. #3 9" 2 5" 9" #4 25" 3 9" 25" #5 3 40" 2 3 #6 37" 4 29" 37" #7 5 70" 4 5 #8 6 80" 4 60" #9 7 0 60" 7 #0 85" 6 85" - T IN FIEL TOP RS F S50 9" 25" 3 37" 5 6 f c= 4000 PSI OTHER RS 5" 9" 2 29" 4 4 70" 5 79" 6 REMOVLE P MRK N LEL PIPE IN INREMENTS TO INITE HEIGHT OVE TOP OF ONRETE I. PV PIPE ONE TO FIERGLSS PLTE. PINT PIPE RIGHT ORNGE xx" FIERGLSS PLTE TOP OF PREST ROOF PNEL - 2 EEMER 20 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 M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 TYPIL ETILS Project Engineer/rchitect: Je f oulston ate: S-50 Sheet of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** / THIK PL. ONT. / THIK STIFF. PL. (2 PER HINGE) US rmy orps Huntsville enter 3 6 " HSS 3x /2x 3/6 x LONG, SELE ON INSIE EN. 26-0" (OOR FRME WITH) W2x40 ate ppr. 2 - /2 /2 GUSSET PL. ELOW HSS 8x8x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) OOR FRME HINGE PL., SEE ETIL 2/S70 OOR FRME HINGE PL., SEE ETIL 2/S70 2-2 - 2 - - 5/8 " -2 " () () () () () () () HSS 3x /2x 3/6 x LONG, SELE ON INSIE EN. GUSSET PL., SEE ETIL /S70 HINGE PL., SEE ETIL 2/S70 OOR FRME ELEVTION SLE: 3/= -0" OOR FRM E ENTERLINE TOP VIEW S20 x -4 /x / THIK PLTE, S70 TUE TO PLTE 3/6 HSS 8x8x HSS 3x /2x 3/6 x 4 / LONG, SELE ON INSIE EN HSS 8x6x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) " P PLTE, WEL LL ROUN W/ 3/ WEL. x -4 /x / THIK PLTE, W2x40 OOR, SEE OOR ELEV. ON GUSSET PL., SEE ETIL /S70 OOR FRME HINGE PL., SEE ETIL 2/S70 3 S70S70 S70S70 3/6 " SIE VIEW HSS 3x /2x 3/6 x 4 / LONG, SELE ON INSIE EN ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. 0 - (OPENING HEIGHT) (TYP) - (OOR FRM E HEIGHT) THE N OOR OVERLP T THE TOP N OTT. OF THE OOR FRME, RESPETIVELY SHLL NOT E REUE S THIS IS IMPERTIVE TO RRY OUT THE ESIGN INTENT. HSS 8x8x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) PROVIE HEVY UTY WETHER STRIPPING/ SELING ROUN INSIE PERIMETER OF OOR GPS / THIK PL. ONT. / THIK STIFF. PL. (2 PER HINGE) HSS 8x6x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) / RIUS, W2x40 0" SETION SLE: /= -0" SLE: /= -0" SLE: /= -0" S70 GUSSET PL. ETIL 3 3/4 " 7" 3/4 " 2 /8 " OOR FRME HINGE PL., SEE ETIL 2/S70 GUSSET PL. 6 " 7 7/6 " 9 " 3/4 " 6 5/8 " 5 7/6 " 2 /8 " S70 /2 " S70 OOR FRME HINGE PL. ETIL S70 OOR FRME HINGE PL. ETIL SLE: /= -0" S70 2 0" 45 EGREE x, 2.0 I. S70 S70 3 S70 0 3/4 " / THIK PL. ONT. / THIK STIFF. PL. ate: 2 EEMER 20 No. escription S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR FRM E ELEVTIONS N ETILS Project Engineer/rchitect: Je f oulston ate: S-70 Sheet 2 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** / THIK PL. ONT. / THIK STIFF. PL. (2 PER HINGE) US rmy orps Huntsville enter 7/ LOK OLT REEIVERS,.5" I.. x.8 O.. x 5" LG. 26-0" (OOR FRME WITH) 7 5/8 " 2-4 " /2 /2 W2x40 GUSSET PL. ELOW ate ppr. HSS 8x8x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) OOR FRME HINGE PL., SEE ETIL 2/S70 OOR FRME HINGE PL., SEE ETIL 2/S70 2-2 - 2 - - 5/8 " -2 " () () () () () () () LOK OLT REEIVERS,.5" I.. x.8 O.. x 5" LG. SELE ON INSIE EN GUSSET PL., SEE ETIL /S70 HINGE PL., SEE ETIL 2/S70 OOR FRME ELEVTION SLE: 3/= -0" TOP VIEW OOR FRM E ENTERLINE -7 5/8 " S20 x -4 /x / THIK PLTE, S70 TUE TO PLTE 3/6 HSS 8x8x LOK OLT REEIVERS,.5" I.. x.8 O.. x 5" LG. SELE ON INSIE EN HSS 8x6x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) x -4 /x / THIK PLTE, " P PLTE, WEL LL ROUN W/ 3/ WEL. W2x40 ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. OOR, SEE OOR ELEV. ON GUSSET PL., SEE ETIL /S70 OOR FRME HINGE PL., SEE ETIL 2/S70 3 S70S70 S70S70 7/8 " 2 " SIE VIEW 0 - (OPENING HEIGHT) (TYP) - (OOR FRM E HEIGHT) THE N OOR OVERLP T THE TOP N OTT. OF THE OOR FRME, RESPETIVELY SHLL NOT E REUE S THIS IS IMPERTIVE TO RRY OUT THE ESIGN INTENT. HSS 8x8x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) PROVIE HEVY UTY WETHER STRIPPING/ SELING ROUN INSIE PERIMETER OF OOR GPS / THIK PL. ONT. / THIK STIFF. PL. (2 PER HINGE) LOK OLT REEIVERS,.5" I.. x.8 O.. x 5" LG. SELE ON INSIE EN HSS 8x6x (EN TO E PPE W/ " PL. & WEL TO E GROUN SMOOTH.) / RIUS, W2x40 0" SETION SLE: /= -0" SLE: /= -0" SLE: /= -0" S70 GUSSET PL. ETIL 3 3/4 " 7" 3/4 " 2 /8 " 6 " 7 7/6 " 9 " 3/4 " 6 5/8 " 5 7/6 " 2 /8 " S70 /2 " S70 OOR FRME HINGE PL. ETIL OOR FRME HINGE PL., SEE ETIL 2/S70 GUSSET PL. S70 S70 2 0" 45 EGREE x, OOR FRME HINGE PL. ETIL SLE: /= -0" 2.0 I. S70 S70 3 S70 0 3/4 " / THIK PL. ONT. / THIK STIFF. PL. ate: 2 EEMER 20 No. escription S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR FRM E ELEVTIONS N ETILS Project Engineer/rchitect: Je f oulston ate: S-70 () Sheet 3 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter PLTE TO TUE / x WIE SEL PLTE PLTE TO PLTE 2 - (OOR WITH) -0" 4-7" -0" 2 3/4 " GUSSET HINGE PL., 3 3/4 " SEE ETIL 0/S704 3 3/4 " HINGE PLTE SEE ETIL 9/S704 2 - (OOR WITH) -0" 4-7" PLTE TO HNNEL -0" 6x3 ate ppr. 0 - (OOR HEIGHT) HSS 6x2x / x WIE SEL PLTE HSS 6x2x 9-3 " -0" / THIK PL. S703 / THIK PL. 4-7" -0" LEFT OOR ELEVTION "INSIE VIEW" SLE: 3/= -0" / THIK PL. 6-0" x 0 - x " PL. EH SIE HSS 6x2x 6x3, OPE S REQ PLTE TO HNNEL HNNEL FLNGES HNNEL WE TOP VIEW 2 - (OOR WITH) 6x3 / THIK PL. 6-0" x 0 - x " PL. EH SIE S20 6-0" x 0 - x " PL. EH SIE MITER HNNELS T ORNERS, S703 6x3. SEE OOR PLTE ELEVTION E/S703 FOR INNER OOR SUPPORT FRMING. 2. SEE OOR LOKING EVIES ON SHEET S705 FOR ITIONL REQUIREMENTS. /2 " - 2-2 - 2-3 3/4 " 3 3/4 " 6x3 " THIK PLTE GUSSET HINGE PL., SEE ETIL 0/S704 RIGHT OOR ELEVTION "INSIE VIEW" SLE: 3/= -0" ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. - 2-2 - 2-6 -0" x 0 - x " PL. EH SIE /2 " HINGE PIN, SEE ETIL 4/S704 S703 HINGE PIN TO PLTE OOR HINGE PLTE SEE ETIL 9/S704 6-0" x 0 - x " PL. EH SIE OH 6x3 ERING, THRUST 5" O.. x 2 /3 I.. x 5/ OIL IMPREGNTE SINTERE RSS, SEE ETIL 3/S704 6x3, TOP VIEW / THIK PL. / THIK PL. 2-0" / THIK PL. 6-0" x 0 - x " PL. EH SIE 2-0" -0" 4-7" -0" 2 - (OOR WITH) PLTE TO HNNEL S703 S20. SEE OOR PLTE ELEVTION E/S703 FOR INNER OOR SUPPORT FRMING. 2 "xx" PL. 3/6 L2x2x" x LG xx" PL. 2. SEE OOR LOKING EVIES ON SHEET S705 FOR ITIONL REQUIREMENTS. UPPPER LOK R, SEE ETIL 5/S704 LOWER LOK R, SEE ETIL 5/S704 / THIK PL. 0 - (OOR HEIGHT) xx" PL. L2x2x" x LG 2 " / SPER, SEE ETIL 2/S704 6x3 " INTERIOR PL. NOT SHOWN LOK R, SEE ETIL 5/S704 " INTERIOR PL. NOT SHOWN 6x3 PIN / I. x 2 3/ LG. PLTE () L3x2x/2 T 45 EGREES LTH R, SEE ETIL /S704 6x3 2 EEMER 20 No. escription 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 M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR ELEVTIONS Project Engineer/rchitect: Je f oulston ate: S-702 Sheet 4 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** / THIK PL. HSS 6x2x US rmy orps Huntsville enter GUSSET HINGE PL., SEE ETIL 3/S704 OOR HINGE PLTE SEE ETIL 2/S704 3 3/4 " PLTE TO 2 - (OOR WITH) TUE 2 - (OOR WITH) -0" 4-7" -0" / x WIE SEL PLTE PLTE TO PLTE -0" 4-7" -0" 2 3/4 " 3 3/4 " GUSSET HINGE PL., SEE ETIL 3/S704 OOR HINGE PLTE SEE ETIL 2/S704 ate ppr. 6-0" x 0 - x " PL. EH SIE 6x3, TOP VIEW / THIK PL. / THIK PL. PLTE TO HNNEL PLTE TO TUE /2 " HSS 6x2x / THIK PL. / THIK PL. TOP VIEW PLTE TO HNNEL 6x3 6-0" x 0 - x " PL. EH SIE MITER HNNELS T ORNERS, 0 - (OOR HEIGHT) - 2-2 - 2-3 3/4 " /2 " S703 6-0" x 0 - x " PL. EH SIE OH RIGHT OOR ELEVTION "INSIE VIEW" SLE: 3/= -0" LTH OLT GUIE, SEE IL MNF. WGS / THIK PL. S703 6-0" x 0 - x " PL. EH SIE LTH OLT GUIE, SEE IL MNF. WGS -0" 4-7" -0" 2-0" S20 S703-3 - / x WIE SEL PLTE 9 - ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. LEFT OOR ELEVTION "INSIE VIEW" SLE: 3/= -0" 4-7" -0" -0" / THIK PL. S703 6-0" x 0 - x " PL. EH SIE 6x3, OPE S REQ 2 - (OOR WITH) 2 - (OOR WITH). SEE OOR PLTE ELEVTIONS E/S703 & F/S703 FOR INNER OOR SUPPORT FRMING. 2. SEE OOR LOKING EVIES ON SHEET S705 FOR ITIONL REQUIREMENTS. - EXTENTS OF EXTERIOR OOR PLTE " P PL., HSS 6x2x 3 " - 9" 2-0" HSS 6x2x HNNEL FLNGES HNNEL WE / THIK PL. 6-0" x 0 - x " PL. EH SIE S20 S703 6x3 2. SEE OOR LOKING EVIES ON SHEET S705 FOR ITIONL REQUIREMENTS. /2 ". SEE OOR PLTE ELEVTIONS E/S703 & F/S703 FOR INNER OOR SUPPORT FRMING. " THIK PLTE 6x3-2 - 2-2 - 3 3/4 " GUSSET HINGE PL., SEE ETIL 3/S704 HINGE PIN TO PLTE OOR HINGE PLTE SEE ETIL 2/S704 ERING, THRUST 5" O.. x 2 /3 I..x 5/ OIL IMPREGNTE SINTERE RSS, SEE ETIL 6/S704 HINGE PIN, SEE ETIL 4/S704 ate: 2 EEMER 20 No. escription S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR ELEVTIONS Project Engineer/rchitect: Je f oulston ate: S-702 () Sheet 5 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** PLTE TO PLTE PLTE TO TUE HSS 6x2x INTERIOR /2 " 2 3/4 " EXTERIOR /x x 0-0" PLTE EH SIE 6-0" x 0 - x " PL. EH SIE TUE SUPPORT, SEE ETIL /S704. INSTLL THE FIRST TUE SUPPORT 2.5" FROM THE OTTOM OF THE OOR FRME WITH THE REMINING TUE SUPPORTS INSTLLE EVERY 6.8 PRT. x " R (SKEWE), OPE ENS S REQ TO LLOW ONNETION TO WE OF HNNEL 6-0" x 0 - x " PL. EH SIE R TO HNNEL /8 PLTE TO HNNEL OOR FRME SSEMLY, SEE ETIL /S70 FOR INFORMTION / THIK STIFF. PL. (2 PER HINGE) 6x3 ONT. OOR HINGE PL., SEE ETIL 9/S704 GUSSET HINGE PL., SEE ETIL 0/S704 / THIK PL. LOK R, SEE ETIL 5/S704 WSHER, SEE ETIL 3/S704.509" x.523 O.. x / THIK LOK WSHER, PLTE /-3UN-2 x " LG SREW, PLTE SPER, SEE ETIL 2/S704 3/6 LTH R, SEE ETIL /S704 SHFT, SEE ETIL 6/S704 HNLE, SEE ETIL 8/S704 SLEEVE, SEE ETIL 7/S704 S703 S703 " THIK PL. (OUTSIE) HNLE, SEE ETIL 8/S704 SHFT, SEE ETIL 6/S704.09" I. x / LG. OTTER PIN, PLTE ().55" x 7/ x /6 THIK FLT WSHER, PLTE () / I. x 2 3/ LG. PIN, PLTE ().509" x.523 O.. x / THIK LOK WSHER, PLTE /-3UN-2 x " LG SREW, PLTE EXTERIOR INTERIOR / THIK PL. " THIK PL. (OUTSIE) LTH R, SEE ETIL /S704 SPER, SEE ETIL 2/S704 WSHER, SEE ETIL 3/S704 US rmy orps Huntsville enter ate ppr. / x x 9 - PLTE THE HNLE IS TURNE UP IN THE "UNLOK" POSITION L3x2x / (LTH STOP NGLE) NOT SHOWN FOR LRITY escription SETION SETION SETION SETION No. SLE: /= -0" S703 SLE: /= -0" S703 SLE: /= -0" S703 SLE: /= -0" S703 S703 EXTENTS OF OOR FRME EXTENTS OF " THIK PLTE SLE: 3/= -0" 45 / THIK PL. -0" X Y - 6 " LEFT OOR PLTE ELEVTION "INSIE VIEW" RIGHT OOR PLTE ELEVTION IS THE SME S THE LEFT X Y E S703 45 6 " /2 " -0" OPE WIE R S REQ TO LLOW ONNETION TO WE OF HNNEL I. HOLES S REQ TO FILL OOR W/ INSULTION. OMIT IF NOT REQUIRE. (NOT LL HOLES SHOWN) L2x2x, " x WIE R ONT. EH IRETION. SLOT EH R T INTERSETION TO LLOW RS TO INTERLOK N FIT FLUSH. / I. HOLE IN INTERIOR PLTE FOR PLUG WEL, T L2x2x INT. PLTE /2 TO NGLE, SETION X-X SLE: /= -0" SETION Y-Y SLE: /= -0" " THIK INSIE PLTE ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. " x WIE R " x WIE R 4-2 NOTH PL., 3 SIES NOTH PL., 3. ROSS R NOT SHOWN FOR LRITY 3..2.2 ROSS R NOT SHOWN FOR LRITY 3 SIES 4-2 /2 /2 " THIK EXT. PLTE " THIK INSIE PLTE L2x2x x 0 - LG., PLTE TO NGLE " THIK EXT. PLTE L2x2x x 0 - LG., PLTE TO NGLE ate: 2 EEMER 20 S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR SETIONS Project Engineer/rchitect: Je f oulston ate: S-703 Sheet 6 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** PLTE TO TUE, RIGHT OOR PLTE TO PLTE HSS 6x2x INTERIOR /2 " EXTERIOR /2 " 2 3/4 " /x x 0-0" PLTE EH SIE 6-0" x 0 - x " PL. EH SIE LEFT OOR TUE SUPPORT, SEE ETIL 5/S704. INSTLL THE FIRST TUE SUPPORT 2.5" FROM THE OTTOM OF THE OOR FRME WITH THE REMINING TUE SUPPORTS INSTLLE EVERY 6.8 PRT. x " R (SKEWE), OPE ENS S REQ TO LLOW ONNETION TO WE OF HNNEL 6-0" x 0 - x " PL. EH SIE R TO HNNEL /8 PLTE TO HNNEL OOR FRME SSEMLY, SEE ETIL /S70 FOR INFORMTION / THIK STIFF. PL. (2 PER HINGE) 6x3 ONT. OOR HINGE PL., SEE ETIL 2/S704 GUSSET HINGE PL., SEE ETIL 3/S704 / THIK PL. HSS 6x2x, WITH " P PL. EH EN INTERIOR IL SYSTEM, SEE IL MNUF. RWINGS - EXTERIOR " THIK PL. / THIK PL. RIGHT OOR IL SYSTEM, SEE IL MNUF. RWINGS EXTERIOR / -5" INTERIOR OOR HNLE, SEE ETIL /S704. MOUNT VERT. T 4 OVE OTTOM OF OOR TO ENTER OF HNLE " THIK PL. / THIK PL. " THIK PL. L3x3x HSS 6x2x LEFT OOR US rmy orps Huntsville enter ate ppr. / x x 9 - PLTE SETION SLE: /= -0" SETION SETION S703 SLE: /= -0" S703 SLE: /= -0" S703 SLE: /= -0" SETION S703 escription No. EXTENTS OF OOR FRME EXTENTS OF " THIK PLTE 45 X -0" X - 6 " 6 " -0" OPE WIE R S REQ TO LLOW ONNETION TO WE OF HNNEL I. HOLES S REQ TO FILL OOR W/ INSULTION. OMIT IF NOT REQUIRE. (NOT LL HOLES SHOWN) L2x2x, -0" 6 " - -0" / THIK PL. / THIK PL. 6 " " x WIE R 4-2 NOTH PL., 3. ROSS R NOT SHOWN FOR LRITY 3 SIES.2 SETION X-X SLE: /= -0" /2 " THIK EXT. PLTE L2x2x x 0 - LG., PLTE TO NGLE " THIK INSIE PLTE esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston LEFT OOR PLTE ELEVTION "INSIE VIEW" SLE: 3/= -0" RIGHT OOR PLTE ELEVTION IS SIMILR (OOR NOTH IS GRETER) Y Y E S703 45 /2 " " x WIE R ONT. EH IRETION. SLOT EH R T INTERSETION TO LLOW RS TO INTERLOK N FIT FLUSH. / I. HOLE IN INTERIOR PLTE FOR PLUG WEL, T L2x2x INT. PLTE /2 TO NGLE, LEFT OOR PLTE ELEVTION "OUTSIE VIEW" SLE: 3/= -0" RIGHT OOR PLTE ELEVTION IS SIMILR (OOR NOTH IS GRETER &/ THIK OVER PL. TERMINTES FOR IL HNLE N KEYS) ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. F S703 / THIK SEL PL. (NOT REQUIRE FOR RIGHT OOR) / THIK PL. ONT. OOR HNLE, SEE ETIL /S704 MOUNT VERT. T 4 OVE OTTOM OF OOR TO ENTER OF HNLE 3 SIES " x WIE R NOTH PL., 3..2 ROSS R NOT SHOWN FOR LRITY 4-2 SETION Y-Y SLE: /= -0" /2 " THIK EXT. PLTE L2x2x x 0 - LG., PLTE TO NGLE " THIK INSIE PLTE U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM OOR SETIONS S-703 () Sheet 7 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** 3/4 " 3/4 " 7 /2 " /2 " 3/4 ".766 SQ. /2 " 3 / I..0 I. 45 EGREES x " /2 " / I..5 I. 5 " RIUS " RILL " I. 2 /8 " I. (+0.000/-0.002) I. TP FOR " GRESE FITTING. PROVIE GRESE FITTING N GRESE FTER SSEMLY US rmy orps Huntsville enter ate ppr. 45 EGREE x /, LTH R ETIL.5 I. SPER ETIL 2 WSHER ETIL 3 HINGE PIN ETIL 4 SLE: = -0" S704 SLE: = -0" S704 SLE: = -0" S704 SLE: = -0" S704 2 /2 " 3/ RIUS, /2 " 3/4 ".5 I. /x x LONG R, ENTERE ON UPPER LOK R ONLY -2 /2 " RIUS, - - escription 45 EGREE x /, 3/4 " RIUS, 8 3/4 " LOK R ETIL SHFT ETIL SLEEVE ETIL HNLE ETIL SLE: = -0" 3 3/4 " 2.05" I. 5-45 EGREE x 3/, OOR HINGE PL. ETIL 3/4 " SLE: = -0" S704 SLE: = -0" 30 5 6 7 8 S704 SLE: = -0" S703 S704 SLE: = -0" S704 SLE: = -0" S703 S704 /2 " /2 " 60 I. I. 9 GUSSET HINGE PL. ETIL 0 5" 4 " 3/4 " " " 8 7/8 " 2 3/4 " ".500-3UNF-2 THRE EPTH = 3/ 45 EGREE x, S704 /2 " SLE: = -0" / RIUS, HNLE ETIL SLE: = -0" 3/ I. RO, MOUNT VERT. T 4 OVE OTTOM OF OOR TO ENTER OF HNLE S20 S704 SLE: = -0" S704 ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. 3/4 " SQ. TUE SUPPORT PL. ETIL I. I. / THIK PLTE S703 S704 FE OF OOR 6 3/4 ".29" 2 / I. /2 " ORE N TP FOR " GRESE FITTING THRUST ERING 5" O.. x 2 /3 I.. x 5/ OIL IMPREGNTE SINTERE RSS 5" 3/4 " SQ. THRUST ERING ETIL 45 EGREE x /, 5/8 " 3 ate: 2 EEMER 20 No. S SHOW N rawing code: esigned by: rawn by: hecked by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, HUNTSVILLE, LM M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 OOR ETILS Project Engineer/rchitect: Je f oulston ate: S-704 Sheet 8 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** FE OF OOR 3/ I. RO, MOUNT VERT. T 4 OVE OTTOM OF OOR TO ENTER OF HNLE 8 3/4 " 3 3/4 " 45 EGREE x 3/, /2 " 60 5" 4 " 3/4 " " " 5 " RIUS " RILL " I. 2 /8 " I. (+0.000/-0.002) I. TP FOR " GRESE FITTING. PROVIE GRESE FITTING N GRESE FTER SSEMLY US rmy orps Huntsville enter ate ppr. RIUS, 2.05" I. /2 " 45 EGREE x, HNLE ETIL OOR HINGE PL. ETIL 2 GUSSET HINGE PL. ETIL 3 HINGE PIN ETIL SLE: = -0" S20 S704 SLE: = -0" S704 SLE: = -0" S704 SLE: = -0" S703 4 S704 escription 5" No. / THIK PLTE SLE: = -0" S703 S704 TUE SUPPORT PL. ETIL 5 ORE N TP FOR " GRESE FITTING THRUST ERING 5" O.. x 2 /3 I.. x 5/ OIL IMPREGNTE SINTERE RSS THRUST ERING ETIL SLE: = -0" 5/8 " 6 S704 esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER 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, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM OOR ETILS S-704 () Sheet 9 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter ate ppr. HIGH SEURITY HSP No. escription S705 esigned by: ate: 2 EEMER 20 rawn by: S SHOW N rawing code: hecked by: ate: Project Engineer/rchitect: Je f oulston HIGH SEURITY HSP S705 HIGH SEURITY HSP NOTES:. HIGH SEURITY HSPS SHLL ONFORM TO MILITRY SPEIFITION MIL-TL-298, STYLE -HSP (M298-0) FOR RIGHT HN SWINGING OOR N 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 - S704. ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER 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, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM HIGH SEURITY HSP S-705 Sheet 20 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***
*** SFETY FIRST *** US rmy orps Huntsville enter ate ppr. RIGHT OOR LEFT OOR No. escription INTERNL LOKING EVIE (IL) SLE: NTS VIEW FROM INSIE OF MGZINE FOOT & HE OLT SHOWN ISENGGE IL SYSTEM, SEE MNF. RWINGS S705 ETILS RE SHOWN FOR GENERL INFORMTION ONLY. SEE IL MNUF. RWINGS FOR OMPLETE SET OF ETILS N REQUIREMENTS. INTERNL LOKING EVIE (IL) NOTES: INTERNL LOKING EVIE (IL) SLE: NTS VIEW FROM INSIE OF MGZINE FOOT & HE OLT SHOWN ISENGGE. 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 805-982-22 OR THEIR WESITE https://portal.navfac.navy.mil/portal/page/portal/navfac/navfac_ww_pp/navfac_nfesc_pp/locks/) ( 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). 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() - S704(). S705 3. OOR MNUFTURER WILL OORINTE WITH THE GOVERNMENT ON INSTLLTION N ESIGNER TO E REMOVE WHEN PREPRING ONSTRUTION RWINGS FOR SITE PTION ESIGN SHEETS S70 - S705 (HIGH SEURITY HSP) N S70() - S705() (IL) IENTIFY TWO IFFERENT LOKING SYSTEMS. THE ESIGNER SHLL VERIFY WITH THE ONTRTING OFFIIER THE ORRET LOKING SYSTEM REQUIRE N REMOVE THE REUNNT SHEETS FROM THE ONSTRUTION ONTRT OUMENTS FOR THE SYSTEM NOT USE. ate: 2 EEMER 20 S SHOW N rawing code: esigned by: rawn by: U. S. RM Y ORPS OF ENGINEERS ENGINEERING N SUPPORT ENTER, M OULR STORGE M GZINE OX-TYPE, ST 42-80-07 HUNTSVILLE, LM hecked by: INTERNL LOKING EVIES Project Engineer/rchitect: Je f oulston ate: S-705() Sheet 2 of 24 STNR ESIGN RW INGS - FINL *** SUPPORT VLUE ENGINEERING - IT PYS ***