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10 % SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR SIGNTURE: ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. PPROVE FOR OMMNER NVF TIVITY STISFTORY TO TE ES PM/M J RNH MNGER RW ENG 08/04/17 HK HIEF ENG/RH HJ PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S001 STRUTURL GENERL NOTES 8/2/2017 3:17:36 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

11 % SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR SIGNTURE: ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. PPROVE FOR OMMNER NVF TIVITY STISFTORY TO TE ES PM/M J RNH MNGER RW ENG 08/04/17 HK HIEF ENG/RH HJ PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S002 STRUTURL GENERL NOTES 8/2/2017 3:17:45 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

12 L ngle nchor olt L dditional H dhesive LT lternate RH rchitectural or OT ottom / ottom Of LG uilding LKG locking MU rick Masonry Unit P aseplate RF uckling Restrained raced Frame RG earing TWN etween amber L enterline LT ross-laminated Timber astellated eam IP ast in Place J onstruction or ontrol Joint JP omplete Joint Penetration LR lear LG eiling MU oncrete Masonry Unit OL olumn ON oncrete ONN onnection ONST onstruction ONT ontinuous 'SINK ountersink TR entered I iameter rop eam eformed ar nchor L ouble EMO emolish EV evelopment F ouglas Fir IG iagonal IST istributed L ead Load N own O itto P epth/eep WG rawing (E) Existing E Each EF Each Face EL Elevation ELE Electrical ELEV Elevator EME Embedment EQ Equal EQUIP Equipment EW Each Way EXP Expansion EXP JT Expansion Joint REVITIONS EXT Exterior F Floor rain FN Foundation FIN Finish FLR Floor FRP Fiberglass Reinforced Plastic FRT Fire Retardant Treated FTG Footing F/ Face of G Gage GLV Galvanized GEOTEH Geotechnical GL Glue Laminated Timber GW Gypsum Wall oard HR Header HF Hem-Fir HGR Hanger H Hold-down HORIZ Horizontal HP High Point HSS = TS (Hollow Structural Section) I International uilding ode I Inside iameter IE Invert Elevation IF Inside Face INT Interior k Kips KSF Kips Per Square Foot LF Lineal Foot LL Live Load LLH Long Leg Horizontal LLV Long Leg Vertical LP Low Point LONGIT Longitudinal LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MS Masonry MX Maximum MEH Mechanical MEZZ Mezzanine MFR Manufacturer MIN Minimum MIS Miscellaneous NI Not In ontract NLT Nail-Laminated Timber NTS Not To Scale O On enter OF Ordinary oncentric raced Frame O Outside iameter OF Outside Face OPNG Opening OPP Opposite OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate PF Powder ctuated Fastener P Precast PERP Perpendicular PLW Plywood PP Partial Penetration PREF Prefabricated PSF Pounds per Square Foot PSI Pounds Per Square Inch PSL Parallel Strand Lumber P-T Post-Tensioned PT Pressure Treated R Radius R Roof rain REF Refer/Reference REINF Reinforcing REQ Required RET Retaining S Special oncentric raced SHE Schedule SHTHG Sheathing SIM Similar SMF Special Moment Frame SOG Slab on Grade SP Southern Pine SPE Specification SQ Square SR Studrail SF Square Foot SST Stainless Steel STGG Stagger/Staggered ST Standard STIFF Stiffener STL Steel STRUT Structural SWWJ Solid Web Wood Joist SYM Symmetrical T Top T/ Top Of T& Top & ottom T X L Top hord xial Load TX Top hord Extension TS Tie own System T&G Tongue & Groove THKN Thickened THR Threaded THRU Through TRNSV Transverse Typical U Uniform uilding ode UNO Unless Noted Otherwise URM Unreinforced Masonry Unit VERT Vertical W Wide W/ With W/O Without WHS Welded Headed Stud WP Working Point WWF Welded Wire Fabric ± Plus or Minus T/FTG = X'-X" S MRK F2.0 1P 1 2W " 1 00T SR 1 1 XX"xXX" X 3 SX.X SX.X X SX.X SX.X XX/SXX.XX ESRIPTION FOOTING SYMOL (REFER TO SPRE FOOTING SHEULE) PILE P SYMOL (REFER TO PILE P SHEULE) TILT-UP/PREST ONRETE WLL ONNETION SYMOL (REFER TO ONNETION ETIL) SHER WLL SYMOL (REFER TO SHER WLL SHEULE) REVISION TRINGLE INITES OULE SHER ONNETION (REFER TO THE OULE SHER PLTE ONNETIONS ETIL) INITES REINFORING E (REFER TO THE REINFORING SHEULE) INITES NUMER OF STU RIL REQUIRE T OLUMN (REFER TO STU RIL ETILS) ROOF/FLOOR IPHRGM NILING SYMOL (REFER TO IPHRGM NILING SHEULE) RWING LEGEN TILT-UP/PREST ONRETE WLL PNEL NUMER (REFER TO TILT-UP/ PREST ONRETE WLL ELEVTIONS) MU WLL REINFORING SYMOL (REFER TO MU WLL REINFORING SHEULE) ONTINUITY PLTE LENGTH (REFER TO IL ETIL) STEEL/ONRETE OLUMN SYMOL (REFER TO STEEL OLUMN SHEULE) ELEVTION SYMOL (T/ REFERS TO OMPONENT THT THE ELEVTION REFERENES) STU ULE (INITES NUMER OF STUS REQUIRE IF EXEES NUMER SPEIFIE IN PLN NOTE) INITES STEP IN FOOTING (REFER TO IL STEP IN FOOTING ETIL) ETILS OR SETION UT (ETIL NUMER/SHEET NUMER) ETILS OR SETION UT IN PLN VIEW (ETIL NUMER/SHEET NUMER) INITES LOTION OF ONRETE WLLS, SHER WLLS OR RE FRME ELEVTIONS SPN INITOR (INITES EXTENTS OF FRMING MEMERS OR OTHER STRUTURL OMPONENTS) MRK 3 ESRIPTION INITES WIE FLNGE OLUMN INITES HOLLOW STRUTURL SETION (HSS) OLUMN OR TUE STEEL (TS) OLUMN INITES HOLLOW STRUTURL SETION (HSS) OLUMN OR STEEL PIPE OLUMN INITES WOO POST INITES UNLE STUS INITES ONRETE OLUMN INITES PREST ONRETE OLUMN INITES MOMENT FRME ONNETION INITES NTILEVER ONNETION INITES RG ONNETION INITES WOO OR STEEL STU WLL INITES MSONRY/MU WLL INITES ONRETE/TILT-UP ONRETE WLL INITES WOO OR STEEL STU SHER WLL INITES ERING WLL ELOW INITES EXISTING WLL POST-TENSION E EN (PLN) POST-TENSION STRESSING EN (PLN) POST-TENSION PROFILE (PLN) (IN INHES) INTERMEITE STRESSING (PLN) SIGNTURE: PPROVE FOR OMMNER NVF TIVITY 100% SUMITTL 08/04/17 ïïïkçåájéåöáåééêëkåçã 50% SUMITTL 06/15/17 `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved SYM ESRIPTION TE PPR This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. INITES IRETION OF EK SPN PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction STRUTURL SHEET LIST SHEET NUMER SHEET TITLE S001 STRUTURL GENERL NOTES S002 STRUTURL GENERL NOTES S003 STRUTURL GENERL NOTES S101 STRUTURL FLOOR PLN S102 STRUTURL ROOF PLN S201 STRUTURL FOUNTION ETILS S202 STRUTURL FOUNTION ETILS S203 STRUTURL ETILS Sheet Total: STISFTORY TO TE ES PM/M RNH MNGER HIEF ENG/RH FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. J MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RW HJ ENG HK RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S003 08/04/2017 STRUTURL GENERL NOTES 8/2/2017 3:17:51 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

13 FOUNTION PLN NOTES: 1. STRUTURL GENERL NOTES, ESIGN RITERI, REVITIONS N LEGEN PER [S001, S002 N S003]. 2. VERIFY LL IMENSIONS N ELEVTIONS WITH THE RHITETURL RWINGS. [LL EXISTING IMENSIONS SHLL E FIEL VERIFIE.] 3. ONTRTOR SHLL LOTE N VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING ONRETE: LL OOR OPENINGS IN FOUNTION WLLS; RINS N SLOPES; LOKOUTS FOR OOLERS, PLUMING, SPRINKLERS N HV. LL UTS, HSES N PIPES PER MEHNIL, PLUMING, ELETRIL N SPRINKLER RWINGS. STIR ETILS N GURRILS PER RHITETURL RWINGS. 4. TOP OF SL (T/SL) ELEVTION SSUME 0'-0". FOR TUL T/SL ELEVTION REFER TO IVIL N RHITETURL RWINGS. PROVIE 10 MIL VPOR RRIER ELOW SL T INTERIOR SPES. PROVIE FREE-RINING GRNULR FILL PER GEOTEH REPORT. 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR 5. IL TOP OF FOOTING ELEVTIONS = 1'-0" ELOW LOWEST JENT FINISHE SURFE, UNO. RILL & EPOXY 8"O INTO JENT (E) FTG N WLL 6. LL FOOTINGS N SLS TO ER ON OMPETENT NTIVE SOIL N/OR STRUTURL FILL. SUGRE PREPRTION, STRUTURL FILL, FOOTING RINS, N OTHER REQUIREMENTS PER GEOTEH REPORT S NOTE IN THE STRUTURL GENERL NOTES. 7. J INITES ONTROL JOINT. 8. ONTRTOR TO VERIFY TOP OF ONRETE (T/ON) WLL ELEVTIONS ON LL PRTIL HEIGHT RETINING WLLS. 8" MU WLL W/ 24"O & (2) 24" O HORIZ T/WLL PER RH S S MOISTURE PROOF LL ONRETE STEM WLLS PER RHITET. 10. IL ETILS PER: 3'-0"Wx18"P ON FTG W/ (3) #5T& ONT & 12" O TRNSVERSE 16"O 23/32" SHTHG NOTES 9/S201 IL LP SPLIE SHEULE 1/S201 STNR HOOKS N R ENS 7/S201 IL STEPPE FOOTING 2/S202 IL REINFORING IN MU WLL 3/S202 IL MU ONTROL JOINT ETIL 4/S202 IL ORNER REINFORING T MU WLLS 11/S202 IL SE PLTE ONFIGURTIONS SIGNTURE: (E) HSS OL (E) HSS OL HSS6x4x1/4 ELOW SLIING PNEL WINOW (E) 3 1/2 ST PIPE S S203 5 S101 S203 5 S101 S203 HSS4x4x1/4 HSS4x4x1/4 4 S101 S S101 S203 (E) 5 ST PIPE 2x4 STU WLL 16"O PPROVE ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. (E) SL EMOLISHE FOR OMMNER NVF TIVITY STISFTORY TO TE ES PM/M J RNH MNGER RW ENG 08/04/17 HK HIEF ENG/RH HJ PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction. (E) 3 1/2 ST PIPE S101 9 (E) 5 ST PIPE S203 (E) RKE SL REPIR RKE SL PER 4/S201 S S203 (E) 3 ST PIPE (E) 3 1/2 ST PIPE REMOEL FLOOR PLN SLE: 1/8" = 1'-0" PLN NORTH TRUE NORTH N N FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S101 STRUTURL FLOOR PLN 8/2/2017 3:17:58 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

14 ROOF FRMING PLN NOTES: 1. STRUTURL GENERL NOTES, ESIGN RITERI, REVITIONS N LEGEN PER S001, S002 N S VERIFY LL IMENSIONS N ELEVTIONS WITH THE RHITET'S RWINGS. LL EXISTING IMENSIONS SHLL E FIEL VERIFIE. 3. LL UTS, HSES N PIPES SHLL E PER MEHNIL, PLUMING, ELETRIL N SPRINKLER RWINGS. T/STL=X'-X" 4. INITES TOP OF STEEL (T/STL) ELEVTION (T/STL = /EK) UNO. 5. METL EK N STRUTURL GENERL NOTES. EK TTHMENT REQUIREMENTS PER STRUTURL GENERL NOTES. 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR 6. ROOF JOISTS RE TO E REVIEWE FOR ITIONL LOS FROM MEHNIL UNITS N PIPING. ONTRTOR TO PROVIE THE EOR WITH RWING SHOWING THE LOTION N SUPPORT ONITIONS FOR LL MEHNIL, ELETRIL, PLUMING N SPRINKLER LOS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSILE FOR ITIONL FRMING REQUIRE TO SUPPORT MEHNIL EQUIPMENT, UTS, ELETRIL EQUIPMENT, PLUMING N FIRE PROTETION. 7. LEGER NGLES RE REQUIRE WHERE METL EKING INTERFES WITH MU WLLS. REQUIREMENTS PER PLN. 8. MU: WLL ES, REINFORING SIZE N SPING. LL WLLS SHLL E SOLI GROUTE, UNO. MTERILS N SPEIL INSPETION REQUIREMENTS S PER STRUTURL GENERL NOTES, UNO. PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction. 6'-0" 6'-0" (E) W12x22 (E) ROOF HTH 8'-0"O MX (E) W12x22 3 (E) W16x26 S102 S203 (E) W16x26 (E) W21x44 (E) W16x26 (E) W10x11.5 (E) 8'-0"O MX UNIT PER MEH 1065LS MX (E) 8'-0"O MX (E) 8'-0"O MX (E) W16x26 (E) W12x14 (E) W12x19 (E) W12x19 (E) W10x11.5 (E) HSS6x4x1/4 (ELOW) S S203 (E) W18x155 (E) W14x22 2 S102 S203 (E) W6x8.5 (E) HSS6x4x1/4 (ELOW) (E) SKYLIGHT UNO (E) W21x44 (E) W12x19 (E) W12x14 (E) W12x14 HSS (E) W6x8.5 WT10.5x27.5 (E) W6x8.5 (E) W12x19 (E) W12x22 UNIT PER MEH 55LS MX HSS4x4x1/4 T SKYLIGHTS UNO HSS4x4x1/4 S101 5 S203 (E) W14x22 (E) W12x22 (E) W12x22 HSS6x4x1/4 HR (LOW) S102 6 (E) 1 1/2"Px20G METL EK S203 (E) W10x25 (E) W6x8.5 UNIT PER MEH 1085LS MX (E) W10x11.5 (E) HSS4x4x1/4 (ELOW) (E) W21x44 (E) 8'-0"O MX (E) 8'-0"O MX UNIT PER MEH 1300LS MX UNIT PER MEH 1980LS MX (E) 8'-0"O MX UNIT PER MEH 1085LS MX (E) W10x25 UNIT PER MEH 70LS MX HSS (E) W21x68 (E) W12x22 UNIT PER MEH 1065LS MX L4x4x1/4 (E) W12x22 HSS (E) W10x11.5 (E) W6x8.5 L4x4x1/4 (E) W6x8.5 WT10.5x27.5 S102 S203 (E) W10x11.5 L4x4x1/4 (E) 8H3 (E) W6x8.5 2 UNIT PER MEH 70LS MX (E) W12x119 (E) W16x26 L4x4x1/4 L4x4x1/4 4'-0" (E) W10x11.5 UNIT PER MEH 1980LS MX WT10.5x27.5 (E) 8H3 (E) 8H3 HSS (E) W12x19 HSS (E) W10x S102 S203 (E) W16x26 UNIT PER MEH 60LS MX (E) W10x ONTRTOR IS RESPONSILE FOR LL TEMPORRY SHORING. 10. IL ETILS PER: (E) W16x26 7/S203 IL EK OPENING REINFORING ETILS 2 S102 S203 (E) W16x26 (E) W16x26 ROOF FRMING PLN SLE: 1/8" = 1'-0" PLN NORTH N TRUE NORTH N EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN SIGNTURE: PPROVE MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES SHEET NO. FOR OMMNER NVF TIVITY STISFTORY TO TE ES PM/M RNH MNGER HIEF ENG/RH FIRE PROTETION NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: J MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RW HJ NVF RWING NO. ENG ïïïkçåájéåöáåééêëkåçã S NOTE ONTRT NO. PNM17-E-0003 `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved 08/04/17 HK RE 53 SMP RE ENTER RENOVTION UILING OF 68 S102 This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. STRUTURL ROOF PLN 8/2/2017 3:18:01 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

15 NOTE: 12d 90 TIES N ROSSTIES FOR SHER WLL OUNRY ELEMENTS SHLL E ETILE S OLUMN TIES/ROSSTIES. 45 4d OR 2 1/2" MIN = 6d FOR #3 THRU #8 = 8d FOR #9, #10 & #11 = 10d FOR #14 & #18 LL REINFORING EXEPT OLUMN TIES N EM STIRRUPS 6d OR 3" MIN 6d OR 3" MIN STIRRUP 180 6d OR 3" MIN 135 d d d STIRRUP OR TIE = 4d FOR #3, #4 & #5 = 6d FOR #6, #7 & # d 6d OR 3" MIN 6d OR 3" MIN d EM OR OLUMN ROSSTIES EM STIRRUPS N OLUMN TIES d = R IMETER, = EN IMETER STNR HOOKS N ENS - EM STIRRUPS N OLUMN TIES SLE: 3/4" = 1'-0" (03400) 12d 6d OR 3" MIN 90 3 NOTES: 5/8"ø x 24" SMOOTH 24"O, GRESE ONE SIE IN OWEL INSERT T/SL T/SL SUGRE PREPRTION PER GEOTEH REPORT REINF SUGRE PREPRTION PER GEOTEH REPORT 1. USE "ERLY ENTRY RY-UT SW" S SOON S POSSILE WITHOUT USING RVELING OF ONRETE EGES. SWUT LONG SHORT IRETION OF POUR FIRST. 2. LIGN ONSTRUTION OR ONTROL JOINT WITH RE-ENTRNT SL ORNERS, EH WY, IL. ONSTRUTION JOINT ONTROL JOINT REINF VPOR RRIER OMPTE STRUT FILL OR OMPETENT NTIVE SOIL PER GEOTEH REPORT VPOR RRIER IL SL ON GRE JOINT ETILS WITH REINFORING SLE: 3/4" = 1'-0" (03201) t PER PLN t/4 SWUT EPTH OR t/4 PREMOLE JOINT (11/2" MIN) t PER PLN OMPTE STRUT FILL OR OMPETENT NTIVE SOIL PER GEOTEH REPORT 3. ONSTRUTION/ONTROL JOINT TO ENLOSE PPROXIMTE SQURE RES 225 SQURE FEET MXIMUM, WITH MXIMUM PNEL SPET RTIO OF 1.3 TO ONTRTOR TO SUMIT ONSTRUTION/ONTROL JOINT PLN TO STRUTURL ENGINEER OF REOR FOR REVIEW/PPROVL. 4 GRIN SMOOTH/ FLT WHERE SL IS NOT LEVEL (E) SL SWUT FIRST 1" HIP OUT REMINER OF SL EPTH NEW SL 5" MIN W/ 12"O EW TR VPOR RRIER RILL N EPOXY 12"O INTO ENTER OF SL WITH 4" EME NOTE: T LOTIONS WITH RKE SLS, REMOVE 24" WIE SETION OF SL, 12" ON EH SIE OF RK OR S REQUIRE TO PROVIE FLT FINISHE ONITIONS SL ON GRE REPLEMENT T RKE N EMOLISHE LOTIONS SLE: 1" = 1'-0" SIGNTURE: 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR SPLIE ST HOOK PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction. NOTES: R SIZE f'c = 3000psi 1. LL TULTE VLUES RE IN INHES. MISELLNEOUS RS 2. VLUES FOR UNOTE REINFORING N NORML WEIGHT ONRETE WITH LER SPING > db, LER OVER > db N MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR LER SPING > 2db N LER OVER > db. 3. EVELOP LL REINFORING IN STRUTURL SLS WITH MINIMUM EVELOPMENT LENGTH Ld. 4. Ldh = EVELOPMENT LENGTH OF R WITH STNR HOOK. TOP RS (see note #5) 5. TOP R = HORIZONTL R WITH MORE THN 12" OF FRESH ONRETE ELOW OR S NOTE ON OUMENTS S "TOP R". 6. LP SPLIE OF IFFERENT SIZE RS TO E THE LRGER OF Ld OF THE LRGER R OR SPLIE LENGTH OF THE SMLLER R. 7. LP SPLIE OF #14 N #18 RS IS NOT PERMITTE. LP SPLIE OF SMLLER TO #14 N #18 RS IS NOT PERMITTE. 8. LP SPLIE OF IFFERENT GRES OF REINFORING TO E THE LRGER OF Ld OF THE HIGHER GRE R OR SPLIE LENGTH OF THE LOWER GRE R. 9. OLUMN VERTIL REINFORING LP SPLIE SHEULE PER HOOKE RS Ld Splice Ld Splice Ldh # # # # # # # # # #14 93 N/ 121 N/ 38 # N/ 161 N/ 50 f'c = 4000psi # # # # # # # # # #14 81 N/ 105 N/ 33 # N/ 140 N/ 43 f'c = 5000psi GRE 60 REINFORING # # # # # # # # # #14 72 N/ 94 N/ 29 #18 96 N/ 125 N/ 39 IL LP SPLIE N EVELOPMENT LENGTH SHEULE SLE: 3/4" = 1'-0" (01400) 6 T/SL SOG & REINF VPOR RRIER STEEP S POSSILE 3" LR 24" OWELS x TO MTH SL REINF #5 ONT 1'-6" MIN FIN GRE PER RH REINF [(2) #5 ONT, MIN] IL THIKENE SL EGE FOOTING SLE: 3/4" = 1'-0" (03203) TO MTH FTG REINF T/FTG H 4'-0" MX STEEP S POSSILE 3" LR 2" LR 1.5 H MIN, UNO 1.5H MIN, UNO TO MTH FTG THIKNESS H ON WLL EYON VERT OWELS TO MTH WLL VERT REINF, 4'-0" MX FTG THIKNESS, FTG REINF. T/FTG EGE OF FTG SPLIE LENGTH NOTE: LENGTH T ORNERS ORNER REINF TO MTH LONGIT REINF 1. SPLIE LENGTHS PER LP SPLIE N EVELOPMENT LENGTH SHEULE. 2. FOOTING REINFORING OR ELEVTIONS, SETIONS N ETILS. P & 'S & 11/S202 1"± NON-SHRINK GROUT IL STEPPE FOOTING SLE: 3/4" = 1'-0" (03901) SLE: 3/4" = 1'-0" 8 12 T/SL T/FTG 3" LR SPLIE LENGTH GRI T INTERSETIONS PLN - IL ORNER REINFORING T ONRETE FOOTINGS (03907) L OL & FTG SPRE FOOTING T STEEL OLUMN SLE: 3/4" = 1'-0" (03005M) OL ORNER REINF TO MTH ROSS FTG LONGIT REINF ROSS FTG INFILL ON PER ONTROL JOINT ETILS SOG & REINF VPOR RRIER REINF PPROVE TIVITY EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES SHEET NO. FOR OMMNER NVF STISFTORY TO TE ES PM/M RNH MNGER HIEF ENG/RH FIRE PROTETION NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: J MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RW HJ NVF RWING NO. ENG ïïïkçåájéåöáåééêëkåçã S NOTE ONTRT NO. PNM17-E-0003 `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved 08/04/17 HK RE 53 SMP RE ENTER RENOVTION UILING OF 68 S201 This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. STRUTURL FOUNTION ETILS 8/2/2017 3:18:05 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

16 ORNER REINF PER [04002] TO MTH HORIZ REINF, T/WLL T/FLR OR ROOF HORIZ REINF IN ON EM, T OPNG (2) VERT REINF MIN, T ORNERS (2) VERT REINF MIN, T OPNG T/FTG OR SL NOTES: HORIZ REINF T T/WLL OPENING 1. IL REINFORING PER STRUTURL GENERL NOTES. LP PER 9/S INFORMTION NOT SHOWN PER IL SETIONS. FOR WLL SETIONS 16" OR SMLLER, PROVIE (2) VERT REINF, MIN MU ONTROL JOINT LOTION PER [04001], LOTION & WTERPROOFING PER RH ONT HORIZ REINF IN ON EM T FLR, ROOF LINE THRU ONTROL JOINTS (4) HORIZ REINF T FLR, ROOF LINE W/ MIN 16"P ON EM OPENING 2'-0" MIN HOOK IF MIN LENGTH NOT VILLE OWELS TO MTH VERT REINF (PROVIE ST HOOK PER STRUT NOTES S REQ) STOP HORIZ REINF T ONTROL JOINT, UNO VERT REINF, E SIE OF ONTROL JOINT, HORIZ REINF HORIZ REINF IN ON EM T SILL HORIZ REINF IN FIRST OURSE NOTE: VERT REINF PER [04000] L JOINT ONTROL JOINT LOTION RITERI PER STRUTURL GENERL NOTES. ONTRTOR SHLL OORINTE LOTION OF JOINT WITH RHITET N STRUTURL ENGINEER. VERT ONTROL JOINT, OMIT MORTR. ULK PER RH TERMINTE HORIZ REINF 2" FROM ONTROL JOINTS. EXEPT T FLR & ROOF ON EMS PROVIE 16" SMOOTH OWEL (SME SIZE S HORIZ REINF) ROSS JOINT. PREVENT ON TWN OWEL & GROUT W/ GRESE OR PLSTI SLEEVE. P LL OWELS TO LLOW 1" OF MOVEMENT. PROVIE LOSE EN LOKS T ONTROL JOINTS, LP LENGTH, NOTES: ORNER REINF TO MTH HORIZ REINF T ORNERS 1. LP LENGTHS PER REINFORING LP SPLIE N EVELOPMENT LENGTH SHEULE FOR MU. 2. WLL REINFORING S, ELEVTIONS, SETIONS N ETILS. ST HOOK 3. ORNER REINFORING T FOOTING N STEMWLLS TO MTH FOOTING N STEMWLL HORIZONTL REINFORING. LP LENGTH T INTERSETIONS ORNER REINF TO MTH HORIZ WLL REINF ROSS WLL SIGNTURE: 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR 3. MU WLLS RE SOLI GROUTE. 2 ELEVTION - IL REINFORING IN MU WLL SLE: 1" = 1'-0" (04000) SLE: 1" = 1'-0" 3 PLN - MU ONTROL JOINT (04001) SLE: 1" = 1'-0" 4 PLN - IL ORNER REINFORING T MU WLLS (04002) (2) #4 ON EM LOK (2) #4 IN LINTEL LOK 90 HOOK PRLLEL 2'-0" UNO LINTEL LINTEL W/ TO WLL SHER REINF 8"O (2) #4 IN LINTEL LOK ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. (2) #4 IN ON EM LOK (2) #4 IN ON EM LOK PPROVE FOR OMMNER NVF TIVITY OPEN ON EM STISFTORY TO TE ES PM/M J RNH MNGER RW ENG 08/04/17 HK HIEF ENG/RH HJ PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction. 9 NOTES: REINFORING SIZE GRE 40 GRE 60 # # # # # EVELOPMENT N LP SPLIE LENGTHS INITE SHLL E USE UNLESS SPEIFILLY NOTE ON RWINGS. 2. REINFORING MY E ONSIERE TO E SPLIE WHEN PLE IN JENT GROUTE ELLS N IF THE RS RE SPE NO FRTHER PRT THN 1/5 THE REQUIRE LENGTH INITE N NEVER FURTHER PRT THN 8". 3. LL TULTE VLUES RE IN INHES. IL LP SPLIE N EVELOPMENT LENGTH SHEULE FOR STRUTURL MSONRY SLE: 3/4" = 1'-0" (01402) SOG & REINF SILL INSULTION & WOO NILER PER RH, HOL INSULTION K 1" FROM SL OWELS 24" #4 24"O T/SL T/FTG 3" LR OWELS TO MTH MU WLL VERT REINF (LT HOOKS) " MIN ON EM MU LINTELS, SILLS N ON EMS SLE: 1" = 1'-0" (04003) MU WLL PROVIE (2) #4 IN HORIZ ON EM IN LL OURSES ELOW & FIRST OURSE OVE SOG LP PER 9/S202 1'-6" MIN REINF EXTERIOR FOOTING T MU WLL SLE: 3/4" = 1'-0" (03150) FIN GRE FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S202 STRUTURL FOUNTION ETILS 8/2/2017 3:18:08 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

17 /16 3/ METL EK 2'-0" 6 5" (E) ROOF EK (E) NGLE METL EK TO HSS 1/2 6 3/4"Ø THR RO WITHIN 4" OF RG ON E SIE RILL N EPOXY WITH 5" EME 1/2"Ø THR RO METL EK PL1/4x7 1/2x6'-0" 6'-0" (E) W10 RK IN (E) WLL EPOXY INJET PRIOR TO PLEMENT OF STRPS EXTERIOR WLL 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR HSS6X4X1/4 (E)W10 L4x4x1/4 5/8"Ø THR 8"O RILL N EPOXY W/5" EME HSS4x4x1/4 LENGTH 3/16 3/16 ENT 8"O W/ 3/4"Ø THRU OLTS 24" 24" SIGNTURE: 1 RG EM T GRI 6/G SLE: 3/4" = 1'-0" 2 WLL RE SLE: 1" = 1'-0" 3 RKE WLL T GRIS /2 SLE: 3/4" = 1'-0" T E TOP FLUTE 1/8 1/2 1/8 1/2 2'-8" MIN 1 1/2" JENT TO E UT WE, 1/8 1/2 3" 1 1/2" 1/8 1 T ENTER OF E TOP FLUTE EYON OPNG, HSS EM 3/16 3/16 L3x3x1/4x4" T& HSS POST PL 3/8x6x6 PL 1/4x3x8 E SIE 1/2" Ø THRU OLT IN 2" SOTTE HOLE 3/16 3/16 2" 1" LR 1" LR 2" 2" 3/16 HSS POST 3/16 3/16 (3) SIES PL 1/4x6x12 W/ (2) 3/8" Ø x 4" TITEN H SREW NHORS (E) ON SL ON GRE 2'-8" MIN NOTES: 1'-4" MX L EM OR JOIST ELOW 1'-4" MX NGLES MUST EXTEN (3) TOP FLUTES PST OPNGS, OPENINGS LESS THN 16" L EM OR JOIST ELOW 1. HOLES LESS THN 6"Ø N UTTING NO MORE THN (1) WE REQUIRE NO REINFOREMENT. L1 3/4x1 3/4x1/4 PLE ON T/EK THIS GROUP OF SLEEVES TO E ONSIERE SINGLE OPNG TOP FLUTE OT FLUTE WES OF METL EKING EK UNIT EK UNIT (3) TOP 2'-0" MX (3) TOP FLUTES FLUTES HSS3x1 1/2x3/16 OR L3x2x1/4 (LLH) PLE ON T/EK TOP FLUTE OT FLUTE WES OF METL EKING PPROVE FOR OMMNER NVF TIVITY STISFTORY TO TE ES PM/M J RW ENG ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 'mato onversano Inc. ll Rights Reserved 08/04/17 HK This document, and the ideas and designs may not be reused, in whole or in part, without written permission from 'mato onversano Inc. 'mato onversano Inc. disclaims any responsibility for its unauthorized use. PROGRESS PRINT (NOT FOR ONSTRUTION) These drawings have been released at the request of the client and are not intended for the purposes of bidding, permitting, or construction. 5 9 STORE FRONT HEER/SILL SLE: 1" = 1'-0" (E) MU WLL 3/8" Ø STRONG-OLT 2 W/ 4" 12"O STOREFRONT/ OOR JM STORE FRONT ONNETION TO (E) MU WLL SLE: 3/4" = 1'-0" 6 10 NON-ERING POST ONNETIONS SLE: 1" = 1'-0" STU WLL 3/8"x4" TITEN 48" O 12" OUNRY, EGE N FIEL NILING FOR WLLS N FLOORS 10 TO 12" THETER TERRE FRMING SLE: 1" = 1'-0" RIPPE 2x4 LKG OVE E JOIST 4'-0" O EW. W/ SHOTPINS INTO SL ONTINOUS RIM PROVIE SPLIES 1'-3" 4" 2. LL METL EK OPENINGS SHOWN OVE PPLY ONLY TO UTWORK N PIPING, ROOF HTHES N SMLL IR SHFTS. THESE OPENINGS RE NOT INTENE TO SUPPORT NY MEHNIL EQUIPMENT. 3. REINFORING HSS OR NGLES MY E PLE UNERNETH EK IF REQUIRE Y ROOFING SYSTEMS. RIPPE 2x4 WHERE OURS 8" 1/2" IMETER THRU 18" O EM MEH UR Y OTHERS (E) ROOF EK L EM OR JOIST ELOW OPENINGS GRETER THN 16" & LESS THN 24" IL METL EK OPENING REINFORING SLE: 1/2" = 1'-0" (05108M) ROOF TO MEHNIL EQUIPMENT NHORGE SLE: 1" = 1'-0" 12 STOREFRONT N TELESOPING WLL/WINOW TTHMENTS SLE: 1" = 1'-0" L EM OR JOIST ELOW HEER PER STRUTURL 3/8" IMETER 12" O STOREFRONT OR TELESOPING WLL SYSTEM 1/4" IMETER x 2 1/2" HILTI KWIK-HUS 12" O. RNH MNGER HIEF ENG/RH FIRE PROTETION EPRTMENT OF THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SOUTHWEST SLE: MRINE ORPS SE MP PENLETON, LIFORNI MRINE ORPS OMMUNITY SERVIES ONTRT NO. PNM17-E-0003 NVF RWING NO. SHEET NO. MRINE ORPS SE, MP PENLETON OENSIE, LIFORNI EPPROJET NO. HJ RE 53 SMP RE ENTER RENOVTION UILING S NOTE OF 68 S203 STRUTURL ETILS 8/2/2017 3:18:12 PM :\_localrevit\strut R2017_thofmann55UPL.rvt

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