STRUCTURAL DESIGN CRITERIA

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3 STRUTURL DESIGN RITERI 1) THE UILDING ODE REQUIREMENTS FOR 2012 INTERNTIONL UILDING ODE IS THE SI ODE DOUMENT USED IN THE PREPRTION OF THESE STRUTURL DOUMENTS. 2) -1ENGINEERING DESIGNED THE FOUNDTION FOR THIS UILDING S SPEILTY ENGINEER ND IS NOT EPTING THE RESPONSIILITY OF "DESIGN PROFESSIONL IN RESPONSILE HRGE" FOR THIS PROJET. WE UNDERSTND THT THE OWNER INTENDS TO ONSTRUT THIS FOUNDTION ON VRIOUS SITES THROUGHOUT THE DEVELOPMENT. WE ENOURGE THE OWNER TO LLOW -1 ENGINEERING TO REVIEW THE SITE SOIL PRMETERS FOR THE SPEIFI SITE THT THE FOUNDTION IS INTENDED TO E ONSTRUTED ON PRIOR TO ONSTRUTION. 3) DIFFERENTIL MOVEMENT OF THE FOUNDTION WILL OUR WITH VRITIONS IN THE MOISTURE ONTENT OF THE SUSURFE SOILS. THE FINL FINISHED ELEVTION SHOULD E ONSIDERED TEMPORRY ND MY FLUTUTE WITH SESONL MOISTURE ONTENTS ND PEDESTL MINTENNE. VRITIONS IN MOISTURE ONTENT MY RESULT FROM SOURES SUH S SESONL DRYING OF THE SOILS, ROKEN PLUMING, IRRIGTION, ND PREIPITTION. THE PROPERTY OWNER SHOULD IMPLEMENT MINTENNE PLN TO MONITOR ND REMEDITE THE PONDING OF WTER IN N EFFORT TO MINIMIZE THE FLUTUTION OF THE FINISHED FLOOR ELEVTION. WE NTIIPTE THE DIFFERENTIL MOVEMENTS OF THE SUSURFE TO E T LEST 1" VERTILLY. 4) THE ONTRTOR SHLL FMILIRIZE HIMSELF WITH THE SITE ND SUSURFE ONDITIONS. IGNORNE OF ONDITIONS IS NOT SIS FOR LIM FOR DDITIONL OMPENSTION. 5) DRWINGS OF SPEIFI DETILS ON THE DRWINGS INDITE THE INTENT OF THE STRUTURL DESIGN ND IN MOST SES, RE TYPIL ONDITIONS OR VERY SIMILR TO OTHER DETILS. ONSIDER TYPIL ONDITIONS NOT NEESSRILY NOTED S TYPIL S TYPIL FOR OTHER ONDITIONS. 6) OMINING LL ONSTRUTION DOUMENTS WITH THE STRUTURL DOUMENTS DEFINES THE TOTL PROJET. THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE ND DO NOT INDITE THE MENS OR METHODS OF ONSTRUTION. VERIFY LL FIELD ONDITIONS THT FFET NEW ONSTRUTION EFORE STRTING ONSTRUTION. TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MESURES SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS ND WIND LODS. ORRET T OWN EXPENSE NY SUSIDENE STRUTURL DMGE OR OTHER OJETIONLE ONDITIONS USED Y YOUR OPERTIONS. THE ONTRTOR, ND NOT THE STRUTURL ENGINEER, SHLL ENSURE THT THE UILDING IS DEQUTELY RED ND SHORED S NEEDED FOR THE SFETY OF THE PULI ND SHLL MEET THE REQUIRED OUPTIONL SFETY LOR ODES FOR ONSTRUTION. 7) STRUTURL DESIGN IS SED ON THE FOLLOWING: FLOOR LIVE LODS: OMMON RES = 50 PSF FLOOR LIVE LODS SHLL E POSTED FOR EH FLOOR OR PRT THEREOF FLOOR DED LOD: SELF ROOF LIVE LOD = 12/16/20 GROUND SNOW LOD = 5 PSF, IMPORTNE FTOR (I) = 1.0 DESIGN LOD OMINTIONS (LLOWLE STRESS DESIGN METHOD) D D + L D + L + (LR OR S OR R) D + (W OR 0.7E) + L + (LR OR S OR R) 0.6D + W 0.6D + 0.7E WIND LODS SE 7 METHOD 2 - UILDING ND OTHER STRUTURES <= 60' SI WIND SPEED (3 SE. GUST) = 90 MPH, SI WIND PRESS.= 15 PSF. STRUTURE TYPE = UILDING STRUTURE LSSIFITION TEGORY II, EXPOSURE TEGORY, TOPOGRPHI EFFETS (KZT) = 1.0, GUST EFFET FTOR (G) = 0.85, RIGID STRUTURE IMPORTNE FTOR: I UPLIFT: 7 PSF SEISMI LODS (SSUMED) SEISMI USE GROUP I SPETRL RESPONSE OEFFIIENT SHORT DURTION SDS = G ONE SEOND DURTION SD1 = 0.009G SITE LSS = D SEISMI DESIGN TEGORY = (SSUMED) SI SEISMI-FORE-RESISTING SYSTEM = ONTINUOUSLY SHETHED SHER WLL PNELS NLYSIS PROEDURE = SIMPLIFIED SOIL DESIGN PRMETERS: THE SOILS SUPPORTING THE FOUNDTION RE EXPNSIVE WITH N EFFETIVE PLSTIITY INDEX (PI) >15 FROST DEPTH ELOW FINL GRDE IS NOT PPLILE LLOWLE SOIL ERING PITY (F'P) = 1,500 PSF TOTL LOD ERTHWORK ELOW UILDING (UILDING PD PREPRTION) ERTHWORK ELOW THE UILDING SHLL ONSIST OF THE ONSTRUTION OF UILDING PD OF SELET OMPTED FILL MTERIL OVER OMPTED EXISTING SOILS. THE ONTRTOR SHLL VERIFY THE GRDES DJENT TO THE FOUNDTION ND T THE SITE WILL LLOW FOR POSITIVE DRINGE OF WTER WY FROM THE FOUNDTION. ENSURE THE FINISHED FLOOR ELEVTION OF THE FOUNDTION IS T LEST 6" OVE THE DJENT GRDE. DISUSSION OF PD PREPRTION: PER I , SUPPORTING SOILS, SHLLOW FOUNDTION SHLL E UILT ON UNDISTURED SOIL, OMPTED FILL MTERIL OR ONTROLLED LOW-STRENGTH MTERIL. OMPTED FILL MTERIL SHLL E PLED IN ORDNE WITH SETION DEVITION FROM THIS REQUIREMENT ND REOMMENDTION MY RESULT IN EXESSIVE SETTLEMENT, SOIL ONSOLIDTION, OR SOIL SHRINKGE. THE STRUTURL ENGINEER DOES NOT SSUME RESPONSIILITY FOR THE PERFORMNE OF FOUNDTIONS ONSTRUTED OVER PDS THT DO NOT MEET I DESIGN LLOWLE SOIL ERING PRESSURE: 1,500 PSF SSUME SOIL TYPE: H - LY PREPRTION OF THE EXISTING SUGRDE SOILS: 1) N INDEPENDENT SOILS INSPETOR SHOULD E RETINED TO MONITOR, TEST ND REPORT THE PREPRTION ND ONDITION OF THE SOILS DURING ONSTRUTION. INDEQUTE SOIL PREPRTION MY RESULT IN EXESSIVE SOIL SETTLEMENT, ONSOLIDTION OR HEVING. 2) REMOVE THE TOP 8" OF THE EXISTING SOIL TO INLUDE NY ROOTS OR ORGNI MTERIL. 3) SRIFY THE EXPOSED SUGRDE TO DEPTH OF 8". OMPT THE EXPOSED SRIFIED SUGRDE TO DRY DENSITY OF T LEST 95% OF THE MXIMUM DRY DENSITY S DETERMINED Y STNDRD PROTOR OMPTION TEST METHOD STM D-698 T OPTIMUM MOISTURE ONTEN (-1 TO +3%). 4) OORDINTE INSPETION ND TESTING SERVIES IN ORDER FOR THE SPEIL INSPETOR TO TEST THE SUGRDE MOISTURE/DENSITY T LEST EVERY 2,500 SF OF UILDING PD RE FOR "DENSITY ONTROL OF OMPTION" ORDING TO THE LTEST STM D-2922 ND STM D-3017 (T LEST 3 TESTS MINIMUM PER PD). PREPRTION OF THE SELET STRUTURL FILL MTERIL (UILDING PD): 1) N INDEPENDENT SOILS INSPETOR SHOULD E RETINED TO MONITOR, TEST ND REPORT THE PREPRTION ND ONDITION OF THE SOILS DURING ONSTRUTION. INDEQUTE SOIL PREPRTION MY RESULT IN EXESSIVE SOIL SETTLEMENT, ONSOLIDTION OR HEVING. 2) OVER THE OMPTED EXISTING SOILS: OPTION 1: PLE SELET STRUTURL FILL (SE MTERIL) IN 8" LOOSE LIFTS, MOISTURE ONDITION ND OMPT TO T LEST 6" IN THIKNESS. OMPTION OF THE FILL MTERIL SHLL E OMPLETED WITH PNEUMTI TMPER. OMPT THE EXPOSED SRIFIED SUGRDE TO DRY DENSITY OF T LEST 95% OF THE MXIMUM DRY DENSITY S DETERMINED Y STNDRD PROTOR OMPTION TEST METHOD STM D-698 T OPTIMUM MOISTURE ONTENT (-2 TO +2%). OPTION 2: OVER THE OMPT NTURL SOIL, G FILL THE STRUTURL FILL (SE MTERIL) IN 8" MOISTURE ONDITIONED ND OMPTED LIFTS. FILL MTERIL SHLL NOT E GGED LOOSE. OMPT LL FILL MTERIL WITH PNEUMTI TMPER. G FILL OPTION IS LIMITED TO 2'-0" MX THIKNESS. REFER TO OPTION 1 IF FILL THIKNESS WILL EXEED 2'-0" THIK. 3) SELET FILL ELOW THE SL SHLL MEET THE FOLLOWING SPEIFITIONS: TEXS DEPRTMENT OF TRNSPORTTION GRDE, TYPE I OR II SE MTERIL. T NO TIME SHLL OFFSITE SND OR "ORROW" (PIT) FILL E SUSTITUTE FOR SELET FILL. 4) UTILITY TRENHES WITHIN THE UILDING SHLL E REFULLY KFILLED, MOISTURE ONDITIONED ND OMPTED SO THT THE TRENH DOES NOT EOME N VENUE FOR MOISTURE TO MORE FREELY TRVEL UNDER THE UILDING. 5) OORDINTE UILDING OFFIIL INSPETION FTER EXVTING FOR EMS ND PLEMENT OF LL REINFORING STEEL, WITH FORMWORK IN PLE. (I HPTER 109.) THE UILDING OFFIIL MY EPT REVIEW Y THE STRUTURL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING THE REVIEW. 6) THE FINISH SURFE GRDING, FINL DRINGE OF SURFE WTER ND LNDSPING SHLL E ONSTRUTED IN MNNER TO ENSURE POSITIVE DRINGE OF WTER WY FROM THE FOUNDTION. OMPT LL SOILS WITHIN 5' DJENT TO THE FOUNDTION WITH PNEUMTI TMPER. 7) THE GROUND IMMEDITELY DJENT TO THE FOUNDTION SHLL E SLOPED WY FROM THE UILDING T SLOPE OF NOT LESS THN ONE UNIT VERTIL IN 20 UNITS HORIZONTL (5%) FOR MINIMUM DISTNE OF 10 FEET MESURED PERPENDIULR TO THE FE OF THE WLL. IMPERVIOUS SURFES WITHIN 10 FEET OF THE UILDING FOUNDTION SHLL E SLOPED MINIMUM OF 2% WY FROM THE FOUNDTION. ONRETE: 1) ONSTRUT FORMWORK TO MINTIN TOLERNES S OUTLINED IN I 347. REUSE FORMWORK ORDING TO I 347. EXTEND FORMWORK T LEST SIX (6) INHES ELOW THE FINISH GRDE ELEVTION ON PERIMETER EMS. UT TEMPORRY PORT OPENINGS IN ORDER TO DRIN EXPOSED TRENHES DURING ONSTRUTION IN SE OF INLEMENT WETHER. 2) TRENH GRDE EMS IN ORDER TO PROVIDE THE EM ROSS SETION INDITED. EM ND SL DEPTHS ND WIDTHS INDITED RE MINIMUM EPTLE SIZES. LRGER SIZE EMS ND SLS FORMED Y LESS URTE TRENHING MY REQUIRE DDITIONL REINFORING NOT SHOWN WHIH SHLL E DETERMINED Y THE STRUTURL ENGINEER DURING ONSTRUTION REVIEW. LL LOOSE DIRT FROM SIDES ND OTTOMS OF TRENHES SHLL E REMOVED. UT HUNHES ON EH SIDE OF TRENHES OF DEQUTE SIZE TO MINTIN THE VERTIL SIDES OF THE TRENH. PENETRTE EXTERIOR EM SOFFITS MINIMUM OF 24" ELOW NTURL SOIL OR ER DIRETLY ON SOLID LITHI ROK. 3) WHERE TREES EXIST WITHIN FIVE FEET OF FOUNDTION, DEEPEN EMS MINIMUM OF 30" ELOW SPEIFIED EM DEPTH FOR DISTNE OF 10 FEET IN EH DIRETION OF TREE (TOTL LENGTH OF TWENTY FEET). UT OFF ND TRET LL ROOTS EXTENDING UNDER THE FOUNDTION TO PREVENT NY FUTURE ROOT GROWTH UNDER THE FOUNDTION. REINFORE THE DEEPENED EM SETION WITH 2-#7 RS ONTINUOUS ND PROVIDE 'Z' TRNSITION RS T DEEPENED SETION ENDS. LP OTTOM EM REINFORING. 4) TRENH ELOW THE SL THIKNESS FOR PLING ELETRIL ONDUIT ND PLUMING LINES. URY ELETRIL ONDUIT ND PLUMING LINES ELOW THE SL THIKNESS ND OUTSIDE OF THE GRDE EM TRENHES. DO NOT PLE ONDUIT OR PLUMING PIPES UNDER ND PRLLEL TO GRDE EMS. WRP NY SEWER, STORM, WTER OR ELETRIL PIPING LINES ROSSING GRDE EMS WITH PV SLEEVES FOR PROTETION FROM GROUND MOVEMENTS. EXTEND SLEEVES T LEST 6 INHES PST THE TRENH WIDTH. ISOLTE ONRETE-ENSED GROUNDING ELETRODE FROM STRUTURL REINFORING. 5) REINFORING STEEL SHLL OMPLY WITH THE REQUIREMENTS OF STM -615, GRDE 60. REINFORING STEEL SHLL E ONTINUOUS WITH SPLIES LPPED T LEST 40 DIMETERS. STIRRUPS ND TIES MY E GRDE 40 FOR RS #3 ND SMLLER. TIE WIRE SHLL E 18 GGE NNELED TYPE. 6) FRITE ENT RS ORDING TO I 315. INSTLL REINFORING WITH LERNE FOR ONRETE OVERGE ROUND REINFORING STEEL ORDING TO I 318. SUMIT FOR REVIEW FRITION ND PLEMENT SHOP DRWINGS INDITING R SIZES, SPING'S, LENGTHS, LPS, LOTIONS, ND QUNTITIES OF REINFORING STEEL, ENDING ND UTTING SHEDULES, ND SUPPORTING ND SPING DEVIES. 7) ONRETE SHLL DEVELOP 28-DY OMPRESSIVE STRESS (F') OF T LEST 3,000 PSI. MIX ONRETE ORDING TO I 301. WTER EMENT RTIO SHLL NOT EXEED 0.50 (3,000 PSI) WITH MXIMUM SLUMP OF 5 FOR NORML WEIGHT ONRETE WITHOUT DMIXTURES. USE MXIMUM GGREGTE SIZE OF 1 1/8", EXEPT USE 1/2" MXIMUM GGREGTE FOR WLL PNELS, OR ORDING TO I 318. MXIMUM GGREGTE SIZE ETWEEN RS SHLL LSO PERTIN TO ETWEEN THE FORMS ND RS. 8) THE PROPORTIONS OF MTERILS ND USE OF DMIXTURES INFLUENE THE ONRETE STRENGTH LONG WITH THE MENS ND METHODS OF ONSTRUTION. THE ONTRTOR IS RESPONSILE TO DETERMINE THT THE ONRETE IS SUITLE FOR ITS INTENDED PURPOSE. THE ENGINEER REOMMENDS THE ONTRTOR ONSIDER THE FOLLOWING IN DETERMINING THE ONRETE FOR THIS PROJET: EMENT SHLL E TYPE 1 (GRY). FLY SH SHLL E ORL MTERILS, LSS. IF FLY SH IS USED, DO NOT EXEED 20% OF THE TOTL FLY SH ND EMENT USED Y WEIGHT. INLUDE POLYMERI OMPOUND WTER-REDUING DMIXTURE THT OMPLIES WITH STM 494. DO NOT DD N IR ENTRINMENT DDITIVE. MIX SHLL RESULT IN FINISHED ONRETE PRODUT WITH MOISTURE ONTENTS NEESSRY TO PROPERLY URE THE ONRETE. FLOOR SELERS, HRDENERS, FINISHES ND OVERINGS SHLL E OMPTILE WITH ONRETE PROPERTIES (IE, UT NOT LIMITED TO, MOISTURE ND LKLINITY PROPERTIES). 9) EFORE PLEMENT OF NY ONRETE, SUMIT ONRETE MIX DESIGN(S) TO E USED ON THE PROJET. ONRETE SHLL E IN STRIT ORDNE WITH THE MIX DESIGN. 10) PLE ND URE ONRETE ORDING TO I 302. IR. DO NOT USE ONRETE THT HS NOT EEN PLED IN THE FORMS EFORE 1.5 HOURS FTER THE INITIL MIXING WTER WS DDED, REGRDLESS OF TEMPERTURE OR SLUMP - NO EXEPTIONS. FINISH ORDING TO I 117 TOLERNES. FINISH THE SL SURFE TO T LEST N F NUMER VLUE OF FF-45/FL-25. THE OVERLL SL TILT SHLL NOT EXEED 1%. 11) OORDINTE STRUTURL ENGINEER'S REVIEW, THE UILDING OFFIIL INSPETION ND THE SPEIL INSPETOR INSPETION ND TESTING SERVIES EFORE EH ONRETE PLEMENT. THE UILDING OFFIIL SHLL INSPET FOOTINGS ND FOUNDTIONS (I SETION 109). THE UILDING OFFIIL MY EPT REVIEW Y THE STRUTURL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING THE REVIEW. WOOD FRMING: 1) LL LUMER SHLL E PS 20, NEW ND UNDMGED GRDED LUMER IN ORDNE WITH NFP GRDING RULES. LUMER STRESSES SPEIFIED DO NOT INLUDE REPETITIVE MEMER USE. FRMING MEMERS SHLL E S4S UNLESS NOTED OTHERWISE. LL WOOD ERING ON ONRETE OR MSONRY SHLL E WOLMNIZED. 2) ROUGH HEDER ND EM FRMING (2x4-2x12) SHLL ONSIST OF #2 SOUTHERN YELLOW PINE (SYP) WITH 19 PERENT MXIMUM MOISTURE ONTENT HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 1,500 PSI (2x4), 1,250 PSI (2x6), 1,200 PSI (2x8), 1,050 PSI (2x10) ND 975 PSI (2x12), MODULUS OF ELSTIITY OF 1,600,000 PSI, ND N LLOWLE SHER STRESS OF 90 PSI. 3) ROUGH WLL (STUD) FRMING (2x4 ND 2x6) SHLL ONSIST OF #2 SPRUE-PINE-FIR (SPF) HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 875 PSI, MODULUS OF ELSTIITY OF 1,400,000 PSI, ND N LLOWLE SHER STRESS OF 70 PSI, UNLESS INDITED OTHERWISE. LL WOOD ERING ON ONRETE OR MSONRY SHLL E WOLMNIZED 4) FRMING DESIGNTED S GL (GLUE LMINTED) EMS ON THE DRWINGS SHLL ONSIST OF GLUE LMINTE SOUTHERN PINE HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 2,400 PSI, MODULUS OF ELSTIITY OF 1,800,000 PSI, ND N LLOWLE SHER STRESS OF 165 PSI. FRITE ORDING TO IT. DELIVER MEMERS TO SITE WITH OPQUE WRPPINGS FOR PROTETION. MINTIN IN PLE UNTIL IMMEDITELY PRIOR TO INSTLLTION OF ROOF DEK. USE PDDED, NON-MRRING SLINGS WHEN HNDLING MEMERS. FRITE MEMERS WITH MER UILT IN. MER MEMERS FOR DED LOD DEFLETIONS. SEL GLUE-LMINTED MEMERS FTER FRITION. ENSURE END JOINTS RE THOROUGHLY TRETED. 5) FRMING DESIGNTED S VL (VERS-LM), OR ML (MIRO-LM) OR GNG-LM S EMS ON THE PLNS SHLL ONSIST OF SOLID PLYWOOD EMS MNUFTURED Y THE OISE-SDE TRUS-JOIST ORPORTION OR LOUISIN PIFI ND SHLL HVE NO LESS THN N LLOWLE ENDING STRESS (F) OF 2,800 PSI, MODULUS OF ELSTIITY OF 1,800,000 PSI, ND N LLOWLE SHER STRESS OF 185 PSI (OR LRGER), UNLESS INDITED OTHERWISE. 6) NILS, SPIKES, ND STPLES SHLL E GLVNIZED FOR EXTERIOR LOTIONS, HIGH HUMIDITY LOTIONS, ND TRETED WOOD; PLIN FINISH FOR OTHER INTERIOR LOTIONS; SIZE ND TYPE TO SUIT PPLITION. TYPIL NILING SHLL E WITH OMMON WIRE NILS. EXTERIOR GYPSUM SHETHING SHLL E NILED WITH #11 GGE, 1 3/4" LONG, 7/16" HED, DIMOND-POINT, GLVNIZED OOLER NILS, OR DMIUM PLTED W-UGLE HED SREWS 1-1/4" LONG. STPLES SHLL NOT E USED INSTED OF REQUIRED NILS. OLTS, NUTS, WSHERS, LGS ND SREWS SHLL E MEDIUM RON STEEL; SIZE ND TYPE TO SUIT PPLITION; GLVNIZED FOR EXTERIOR LOTIONS, HIGH HUMIDITY LOTIONS, ND TRETED WOOD; PLIN FINISH FOR OTHER INTERIOR LOTIONS. DHESIVE SHLL E GUN GRDE RYLI OMPOUND, SUH S LIQUID NILS Y MO DHESIVES. OTTOM PLTE NHORS TO FOUNDTION SHLL E 307 RON STEEL, 1/2" DIMETER SHNK, WITH 7" EMEDMENT INTO THE ONRETE WITH 90 DEGREE END. FSTEN TO PLTES WITH HEXGONL HED NUTS ND UT WSHERS. PROVIDE ONTINUOUS ED OF SELNT ETWEEN PLTE ND FOUNDTION. INTERIOR NON-LOD ERING WLL OTTOM PLTES MY E FSTENED TO FOUNDTION WITH POWDER DRIVEN FSTENERS INSTED OF WITH OLTS. FLOOR TRUSS HNGERS SHLL E: SIMPSON STRONG-TIE LIGHT DOULE SHER JOIST HNGERS MODEL LUS410, OR EQUL HVING N LLOWLE LOD PITY OF T LEST 1875#. PLYWOOD SHETHING LIPS SHLL E SIMPSON STRONG-TIE 18 GGE GLVNIZED STEEL X PLYWOOD THIKNESS. UNLESS OTHERWISE INDITED, USE TYPE LUS JOIST HNGERS S MNUFTURED Y THE SIMPSON OMPNY FOR FLUSH TYPE JOIST ONNETIONS TO SUPPORTING EMS. OLUMN P ND SE ONNETIONS SHLL E S MNUFTURED Y THE SIMPSON OMPNY, TYPE S REOMMENDED Y THE MNUFTURER FOR THE SIZE OF JOIST OR OLUMN ND EMS EING ONNETED. 7) SUMIT EVIDENE OF OMPLINE WITH SPEIFIED REQUIREMENTS SHOWING DESIGN VLUES FOR SELETED SPEIES ND GRDES. INDITE SIZES ND SPING OF PREFRITED PLYWOOD WE JOISTS, LODS ND JOIST MERS, FRMED OPENINGS, ERING ND NHOR DETILS, RIDGING ND RING. 8) STORE FRMING MTERIL MINIMUM OF 12" OVE THE GROUND IN MNNER TO LLOW FOR PROPER DRINGE, VENTILTION ND PROTETION FROM THE WETHER. 9) FRMING MEMERS SHLL E INSTLLED WITHIN 1/4" FROM TRUE POSITION. SQURE END UTS SHLL E WITHIN 1/16" PER FOOT OF DEPTH ND WIDTH. END SURFES SHLL E UT TO PROVIDE ONTT OVER SUSTNTILLY THE ENTIRE SURFE. LENGTHS OF FRMING MEMERS SHLL E 1/16" + UP TO 20 FEET IN LENGTH, ND 1/16" PER 20 FEET OF SPEIFIED LENGTH FOR MEMERS OVER 20 FEET IN LENGTH. 10) MINTIN SHETHING SURFE FLTNESS OF MXIMUM 1/8 INH IN 10 FEET OR MORE. 11) INSTLL UILDING PPER ON LL EXTERIOR WLLS. INSTLL HORIZONTLLY ND WETHER LP MINIMUM OF 2" FOR HORIZONTL JOINTS ND 6" FOR VERTIL JOINTS. STGGER VERTIL JOINTS. STPLE SEURELY WITH ROOF TIN PS. 12) OORDINTE STRUTURL ENGINEER'S REVIEW, THE UILDING OFFIIL INSPETION ND THE SPEIL INSPETOR INSPETION ND TESTING SERVIES. THE UILDING OFFIIL SHLL INSPET THE PRIMRY STRUTURL FRMING. THE UILDING OFFIIL MY EPT REVIEW Y LIENSED PROFESSIONL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING HIS INSPETION. (I HPTER ) THE SPEIL INSPETOR (SI) SHLL INSPET SITE UILT SSEMLIES (I SETION ) 13) SPEIL INSPETORS RE RESPONSILE TO PREPRE, SIGN ND SUMIT TO THE RDPIR WITH OPY TO THE OWNER ND THE GENERL ONTRTOR (ND TO THE UILDING OFFIIL IF HE REQUESTS)HIS "REPORT OF REQUIRED SPEIL INSPETIONS" FTER THE GENERL ONTRTOR OMPLETES HIS WORK ORDING TO THE PPROVED PLNS. THE SPEIL INSPETOR SHLL PREPRE HIS "REPORT OF REQUIRED INSPETIONS" USING THE FORM PPROVED Y ND VILLE FROM THE UILDING OFFIIL. PREFRITED WOOD TRUSSES: 1) DESIGN OF PLTE ONNETED TRUSSES SHLL ONFORM TO NTIONL DESIGN STNDRDS (NDS-91), TRUSS PLTE INSTITUTE RITERI (TPI-78). 2) TRUSS FRITION SHLL OMPLY WITH TPI QULITY ONTROL STNDRDS (QM-77). TRUSS PLNT SHLL E INSPETED Y THIRD PRTY ERTIFIED GENY. 3) INSPETION OF FRITORS (I HPTER ) THE FRITOR SHLL SUMIT TO THE RDPIR WITH OPY TO THE OWNER ND THE GENERL ONTRTOR ERTIFITE OF OMPLINE STTING THT HE FRITED HIS WORK EITHER UNDER THE INSPETION SERVIES OF SPEIL INSPETOR OR UNDER THE INSPETION SERVIES OF HIS NTIONLLY REOGNIZED TRDE ORGNIZTION THT REQUIRES QULITY ONTROL INSPETIONS. 4) TRUSS DESIGNS ND LYOUTS SHLL E SELED Y TEXS LIENSED PROFESSIONL ENGINEER ND SUMITTED TO RHITET/ENGINEER FOR REVIEW PRIOR TO FRITION. SUMITTL SHLL LERLY INDITE DESIGN LODS, MEMER STRESSES, LUMER GRDES, SPLIE LOTIONS, REQUIRED LOKING, RIDGING, RING, PLEMENT, PLEMENT PROEDURES, LOD ERING WLLS, TRUSS DESIGNTION, UILDING NUMER, ND NME OF PROJET. LODING SHLL E S NOTED ND INDITED ON THE DRWINGS. 5) DURING ONSTRUTION TRUSSES SHLL E ERETED, RED, ND LOKED IN ORDNE WITH OMMENTRY ND REOMMENDTIONS FOR HNDLING, INSTLLING ND RING OF METL PLTE ONNETED WOOD TRUSSES (HI-91) Y TPI. LL TEMPORRY RING SHLL NOT E REMOVED ND ONSIDERED PERMNENT UNLESS REMOVL IS REQUIRED FOR OMPLETION OF WORK. 6) PROVIDE PERMNENT 2x4 LTERL "X" RING IN THE PLNE OF THE TRUSS WES ND FRME T 45 DEGREE NGLE. NIL TO EH ROSSING TRUSS WITH T LEST 2-16d NILS. THE "X" RING SHLL LIGN WITH THE OTTOM HORD LTERL RING ND OUR T EH END OF THE UILDING ND T 25' INTERVLS. 7) ROOF TRUSSES SHLL E ONNETED TO ERING PLTE WITH SIMPSON STRONG-TIE HURRINE LIPS. LIP TYPE TO E SPEIFIED FTER SIGNED ND SELED TRUSS SUMITTLS RE REVIEWED. TTH LIP S REOMMENDED Y SIMPSON. 8) SISSORS TRUSSES SHLL E ONNETED TO ERING PLTE WITH SIMPSON STRONG-TIE T TRUSS ONNETOR TTHED S REOMMENDED. RE SUPPORTING WLL GINST LTERL DISPLEMENT FOR PLUMNESS ND LIGNMENT UNTIL TRUSS IS TTHED TO ONNETOR. 9) PROVIDE PRE-ENGINEERED TRUSS SHER LOKING ETWEEN TRUSSES T LL SHER WLL LOTIONS. TRUSS SUPPLIER SHLL PROVIDE TRUSS SHER LOK TO TRUSS OMPONENT ONNETION/DETIL. SHER LOK SHLL E FULL HEIGHT OF TRUSS SSEMLY. 10) TTH TOPS OF NON-LOD ERING WLLS TO TRUSS OTTOM HORD WITH SIMPSON STRONG-TIE ST ROOF TRUSS LIPS TTHED S REOMMENDED. 200 E. Grayson St. Suite 207 T: F: SEL W E S T E S T D E S I G N G R O U P, L L ONSULTNT REVISIONS No. Date LIENT SH R H I T E T S Description SN NTONIO HOUSING UTHORITY WESTSIDE HOUSING REINVESTMENT INITITIVE SN NTONIO, TX PROJET INFORMTION LUERIDGE SUDIVISION ISSUE DTE: 04/27/2015 DRWN Y: JLS THIS DOUMENT EXPIRES 24 MONTHS FROM THE DTE OF SIGNTURE. LIENT PROJET NO. WEDG PROJET NO.: THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE. TOTL PROJET DEFINITION (ND THEREFORE DEFINITION OF LL REQUIREMENTS) WILL E Y OMINING LL DOUMENTS WITH THE STRUTURL DOUMENTS. THE ONTRTOR SHLL VERIFY LL FIELD ONDITIONS WHIH WILL FFET THE FRITION OF OMPONENTS FOR THE NEW ONSTRUTION PRIOR TO THE STRT OF ONSTRUTION. UNLESS OTHERWISE INDITED, THE DOUMENTS DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MENS SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS, ND WIND LODS. THE ONTRTOR WILL E REQUIRED TO ORRET T HIS OWN EXPENSE NY SUSIDENE, STRUTURL DMGE OR OTHER OJETIONL ONDITIONS USED Y HIS OPERTIONS -1 Engineering, LL opyright West East Design Group -4 General Notes 200 E. Grayson St., Suite 207 lueridge Subdivision San ntonio, Texas opyright Engineering, LL 401 ongress ve., Suite 1540 ustin, Texas Phone (512) /27/2015 S San Pedro, Suite 330 San ntonio, Texas Phone (210) DDITIONL SHEETS: S1.1 SHEET SIZE: 36"x24" SHEET

4 KEY NOTES ) SELET STRUTURL OMPTED FILL. W E S T E S T D E S I G N G R O U P, L L ) EXISTING SOIL - REFER TO GEOTEHNIL REPORT FOR DDITIONL INFORMTION ON SOIL PROFILE. R H I T E T S 32'-9" 10'-8" 10'-7 1/2" 11'-5 1/2" 8'-8" 9'-7 1/2" 10'-5 1/2" 6" 6" 6" 6'-0" 4'-2" 5'-7" 10'-9" 6'-3" 2.3) FINL GRDE LONG THE PERIMETER OF THE UILDING SHLL E T LEST 5% FOR DISTNE OF 10-FT OUTWRD FROM THE EDGE OF THE UILDING. DD SOD LONG THE FULL PERIMETER OR 5'-0 WIDE ONTINUOUS ONRETE PRON (SIDEWLK). ) 10 MIL THIK PLSTI VPOR RETRDER, TYPE REOMMENDED TO E IN ONTT WITH THE SOIL OR FILL UNDER ONRETE SL, LISTED IN STM 1745 LSS WITH PERMENE LESS THN S DETERMINED Y STM E96. POLYETHYLENE IS NOT EPTLE. INSTLL VPOR RETRDER SOLIDLY WITHIN ND ELOW SL SURFE WITH JOINTS LPPED T LEST 6 INHES ND TPED ONTINUOUSLY WITH REOMMENDED PRESSURE-SENSITIVE TPE. EXTEND VPOR RETRDER DOWN THE SIDES OF THE EM TRENHES ND TERMINTE SO THT IT DOES NOT EXTEND ROSS THE TRENH OTTOM. ONTRTOR ND RHITET (NOT STRUTURL ENGINEER) SHLL VERIFY THT VPOR RETRDER SELETED IS OMPTILE WITH PROPOSED FLOOR FINISHES. 200 E. Grayson St. Suite 207 T: F: SEL 37'-3" 29'-11 3/4" 7'-3 1/4" 20'-0" 9'-11 3/4" 5'-0" 2'-3 1/4" 8'-7" 8'-11 3/4" 1'-3 1/4" 4'-0" 9'-5" E D 1/8" : 12" SLOPE 4'-0" 11'-8 1/4" 12'-4" 2'-0" 2'-2 3/4" 3'-0" 3'-2 3/4" 5'-0" 26'-0 1/4" 6'-2 3/4" 4'-4" 10'-8" 5'-0" 4'-6 3/4" 5'-5" SW UT SW UT SW UT SW UT SW UT SW UT 4'-0" SW UT 1/8" : 12" SLOPE 7'-6 1/2" SW UT SW UT 4'-0" 2'-6" 2'-6" ) SL: #4 T 12" O.. EH WY ENTERED IN ONRETE SL THIKNESS. EXTEND SL REINFORING TO TOP OUTSIDE PERIMETER EM R. STRT SL STEEL SPING NOT MORE THN 6" FROM THE EDGE OF THE SL. ) GRDE EM: 2- #6 ONTINUOUS EM REINFORING RS TOP ND OTTOM WITH #3 STIRRUPS T 18" O... STRT STIRRUP SPING T ENDS OF HORIZONTL EM RS. LP #6 "Z" RS TO HORIZONTL RS WHERE EM STEPS DOWN GRETER THN 3". LP 2- #6 ORNER RS TOP ND 2- #6 ORNER RS OTTOM TO HORIZONTL EM RS T LL EM ORNERS ND DED END EM INTERSETIONS. FOR EMS WITH DEPTH EXEEDING 3'-0", DD #4 ONTINUOUS MID-HEIGHT HORIZONTL RS T EH EM FE T 12" O... 9) END END OF #4 SL RER TO OMMODTE UR. DD ONTINUOUS #4 RER LONG TOP OF ENT R. 6.1) SOLE (OTTOM) PLTE: 2x6 SPF #2 OR ETTER. NHOR SOLE PLTE TO ONRETE WITH 1/2" Ø 307 "J" OLTS T 6" O.. MX. ENSURE OLT IS EMEDDED 7' INTO ONRETE. 6.2) WOOD STUD WLLS SHLL E FRMED WITH 2x6 T 16" O.. UNLESS NOTED OTHERWISE. INSTLL DOULE ND/OR TRIPLE STUDS T LL EM ERING POINTS ND T THE ENDS OF LL DIGONL LET-IN RING. IN DDITION, STUDS SHLL E DOULED T LL NGLES, ORNERS, ND ROUND LL OPENINGS. NOT LESS THN 3 STUDS SHLL E INSTLLED T EH WLL ORNER. LOK ETWEEN ORNER STUDS ND NIL LONG FULL HEIGHT OF STUD WITH 16d NILS T LEST T 24" O.. PROVIDE 2X SOLID LOKING T MID-HEIGHT OF LL WOOD STUD ERING WLLS LOTED ON THE FIRST FLOOR OF UILDINGS THREE FLOORS IN HEIGHT. PROVIDE ONTINUOUS SOLE PLTE T THE OTTOM OF LL STUD WLLS. LOD ERING WLL SOLE PLTES DJENT TO MSONRY ND THOSE WLLS IDENTIFIED S SHER WLLS SHLL E WOLMNIZED ND SHLL E OLTED TO THE FOUNDTION S NOTED. PLE NHORS T MX. OF 32" O.. SPING UNLESS OTHERWISE NOTED ND WITHIN 12" FROM ENDS OF DISONTINUOUS PLTES. INTERIOR NON-LOD ERING WLLS N E OLTED OR SHOT TO FOUNDTION. TOENIL EH STUD TO SOLE PLTE WITH T LEST 4-8d NILS OR END NIL WITH T LEST 2-6d NILS. FE NIL SOLE PLTES IN UPPER LEVEL WLLS WITH 16d NILS T LEST T 16" O.. T FRMING ROUND OPENINGS, TRIMMER ND HEDER JOISTS SHLL E DOULE FOR SPNS GRETER THN 4', UNLESS NOTED OTHERWISE. PROVIDE ONTINUOUS DOULE PLTE T THE TOP OF LL WLL STUDS. END JOINTS IN DOULE TOP PLTES SHLL E OFFSET T LEST 48". ORNER JOINTS IN DOULE TOP PLTES SHLL E LPPED ND FE NILED WITH T LEST 2-16d NILS. END NIL TOP PLTE TO EH STUD WITH T LEST 2-16d NILS. FE NIL TOP PLTES WITH 16d NILS T LEST T 16" O.. 6.3) PLYWOOD WLL SHETHING SHLL E 19/32" P RTED SHETHING, EXPOSURE 1. LL EXTERIOR WLLS ND MIN ROSS STUD PRTITIONS INDITED ON THE DRWINGS SHLL E EFFETIVELY ND THOROUGHLY SHETHED. SHETHING SHLL E ONE OF THE FOLLOWING: 1 5/16" PLYWOOD SHETHING. TTHMENT SHLL E WITH 10d NILS SPED T 6" O.. T EDGES ND 6" O.. T INTERMEDITE SUPPORTS. PROVIDE SOLID LOKING T LL JOINTS. PLYWOOD SHETHING SHLL E PLED T UILDING ORNERS FOR HORIZONTL DISTNE OF T LEST 48". STPLES SHLL NOT E USED IN PLE OF NILS. GYPSUM WLL SHETHING LID HORIZONTL WITH VERTIL JOISTS STGGERED. TTH SHETHING T ENDS ND T INTERMEDITE STUDS DIRETLY TO STUD FRMING WITH 11 GGE, 1 3/4" LONG, 7/16" HED, DIMOND POINT, GLVNIZED NILS T 7" O.. MX. LL EXTERIOR WLLS SHLL E EFFETIVELY ND THOROUGHLY SHETHED WITH SOLID 1/2" THIK EXTERIOR QULITY P RTED SHETHING. LOK LL EDGES. NIL WITH 8d NILS T 4" O.. T LL EDGES ND SUPPORTS. STPLES SHLL NOT E USED IN PLE OF NILS. 9.2) EXTERIOR FINISH - REFER TO DESIGNER/OWNER. ONSULTNT REVISIONS No. Date Description 10'-6" 2'-1 1/2" 2'-7" 6'-11 1/4" 6'-7 1/4" 9.3) INTERIOR FINISH - REFER TO DESIGNER/OWNER. 13'-7 1/2" 3'-7" 15'-6 1/2" FOUNDTION PLN 0' 4' 8' SW UT PLN 0' 4' 8' " 5" /2" 5 1/2" SEE RHITET 5 1/2" 9 5 1/2" 9 1-1/2" (VRIES) 6" 2.3 SEE PLN 1-1/2" (VRIES) 6" 1" SEE PLN 3'-0" 3" lr. 3" lr. 2'-6" 3" lr. 3" lr. 3" lr. 3" lr. - EXTERIOR EM - INTERIOR EM - LUG INTERIOR EM 3" lr. 3" lr. D - UR T INTERIOR EM 3'-0" 3" lr. 3" lr. E - PERIMETER EM T UR 3'-0" 3" lr. 3" lr. F - PERIMETER EM T GRGE DOOR LIENT SH SN NTONIO HOUSING UTHORITY WESTSIDE HOUSING REINVESTMENT INITITIVE SN NTONIO, TX PROJET INFORMTION LUERIDGE SUDIVISION ISSUE DTE: 04/27/2015 DRWN Y: JLS THIS DOUMENT EXPIRES 24 MONTHS FROM THE DTE OF SIGNTURE. LIENT PROJET NO. WEDG PROJET NO.: THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE. TOTL PROJET DEFINITION (ND THEREFORE DEFINITION OF LL REQUIREMENTS) WILL E Y OMINING LL DOUMENTS WITH THE STRUTURL DOUMENTS. THE ONTRTOR SHLL VERIFY LL FIELD ONDITIONS WHIH WILL FFET THE FRITION OF OMPONENTS FOR THE NEW ONSTRUTION PRIOR TO THE STRT OF ONSTRUTION. UNLESS OTHERWISE INDITED, THE DOUMENTS DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MENS SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS, ND WIND LODS. THE ONTRTOR WILL E REQUIRED TO ORRET T HIS OWN EXPENSE NY SUSIDENE, STRUTURL DMGE OR OTHER OJETIONL ONDITIONS USED Y HIS OPERTIONS -1 Engineering, LL opyright West East Design Group -4 Foundation and Details 200 E. Grayson St., Suite 207 lueridge Subdivision San ntonio, Texas opyright Engineering, LL 401 ongress ve., Suite 1540 ustin, Texas Phone (512) /27/2015 S San Pedro, Suite 330 San ntonio, Texas Phone (210) DDITIONL SHEETS: S1.0 SHEET SIZE: 36"x24" SHEET

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11 STRUTURL DESIGN RITERI 1) THE UILDING ODE REQUIREMENTS FOR 2012 INTERNTIONL UILDING ODE IS THE SI ODE DOUMENT USED IN THE PREPRTION OF THESE STRUTURL DOUMENTS. 2) -1ENGINEERING DESIGNED THE FOUNDTION FOR THIS UILDING S SPEILTY ENGINEER ND IS NOT EPTING THE RESPONSIILITY OF "DESIGN PROFESSIONL IN RESPONSILE HRGE" FOR THIS PROJET. WE UNDERSTND THT THE OWNER INTENDS TO ONSTRUT THIS FOUNDTION ON VRIOUS SITES THROUGHOUT THE DEVELOPMENT. WE ENOURGE THE OWNER TO LLOW -1 ENGINEERING TO REVIEW THE SITE SOIL PRMETERS FOR THE SPEIFI SITE THT THE FOUNDTION IS INTENDED TO E ONSTRUTED ON PRIOR TO ONSTRUTION. 3) DIFFERENTIL MOVEMENT OF THE FOUNDTION WILL OUR WITH VRITIONS IN THE MOISTURE ONTENT OF THE SUSURFE SOILS. THE FINL FINISHED ELEVTION SHOULD E ONSIDERED TEMPORRY ND MY FLUTUTE WITH SESONL MOISTURE ONTENTS ND PEDESTL MINTENNE. VRITIONS IN MOISTURE ONTENT MY RESULT FROM SOURES SUH S SESONL DRYING OF THE SOILS, ROKEN PLUMING, IRRIGTION, ND PREIPITTION. THE PROPERTY OWNER SHOULD IMPLEMENT MINTENNE PLN TO MONITOR ND REMEDITE THE PONDING OF WTER IN N EFFORT TO MINIMIZE THE FLUTUTION OF THE FINISHED FLOOR ELEVTION. WE NTIIPTE THE DIFFERENTIL MOVEMENTS OF THE SUSURFE TO E T LEST 1" VERTILLY. 4) THE ONTRTOR SHLL FMILIRIZE HIMSELF WITH THE SITE ND SUSURFE ONDITIONS. IGNORNE OF ONDITIONS IS NOT SIS FOR LIM FOR DDITIONL OMPENSTION. 5) DRWINGS OF SPEIFI DETILS ON THE DRWINGS INDITE THE INTENT OF THE STRUTURL DESIGN ND IN MOST SES, RE TYPIL ONDITIONS OR VERY SIMILR TO OTHER DETILS. ONSIDER TYPIL ONDITIONS NOT NEESSRILY NOTED S TYPIL S TYPIL FOR OTHER ONDITIONS. 6) OMINING LL ONSTRUTION DOUMENTS WITH THE STRUTURL DOUMENTS DEFINES THE TOTL PROJET. THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE ND DO NOT INDITE THE MENS OR METHODS OF ONSTRUTION. VERIFY LL FIELD ONDITIONS THT FFET NEW ONSTRUTION EFORE STRTING ONSTRUTION. TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MESURES SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS ND WIND LODS. ORRET T OWN EXPENSE NY SUSIDENE STRUTURL DMGE OR OTHER OJETIONLE ONDITIONS USED Y YOUR OPERTIONS. THE ONTRTOR, ND NOT THE STRUTURL ENGINEER, SHLL ENSURE THT THE UILDING IS DEQUTELY RED ND SHORED S NEEDED FOR THE SFETY OF THE PULI ND SHLL MEET THE REQUIRED OUPTIONL SFETY LOR ODES FOR ONSTRUTION. 7) STRUTURL DESIGN IS SED ON THE FOLLOWING: FLOOR LIVE LODS: OMMON RES = 50 PSF FLOOR LIVE LODS SHLL E POSTED FOR EH FLOOR OR PRT THEREOF FLOOR DED LOD: SELF ROOF LIVE LOD = 12/16/20 GROUND SNOW LOD = 5 PSF, IMPORTNE FTOR (I) = 1.0 DESIGN LOD OMINTIONS (LLOWLE STRESS DESIGN METHOD) D D + L D + L + (LR OR S OR R) D + (W OR 0.7E) + L + (LR OR S OR R) 0.6D + W 0.6D + 0.7E WIND LODS SE 7 METHOD 2 - UILDING ND OTHER STRUTURES <= 60' SI WIND SPEED (3 SE. GUST) = 90 MPH, SI WIND PRESS.= 15 PSF. STRUTURE TYPE = UILDING STRUTURE LSSIFITION TEGORY II, EXPOSURE TEGORY, TOPOGRPHI EFFETS (KZT) = 1.0, GUST EFFET FTOR (G) = 0.85, RIGID STRUTURE IMPORTNE FTOR: I UPLIFT: 7 PSF SEISMI LODS (SSUMED) SEISMI USE GROUP I SPETRL RESPONSE OEFFIIENT SHORT DURTION SDS = G ONE SEOND DURTION SD1 = 0.009G SITE LSS = D SEISMI DESIGN TEGORY = (SSUMED) SI SEISMI-FORE-RESISTING SYSTEM = ONTINUOUSLY SHETHED SHER WLL PNELS NLYSIS PROEDURE = SIMPLIFIED SOIL DESIGN PRMETERS: THE SOILS SUPPORTING THE FOUNDTION RE EXPNSIVE WITH N EFFETIVE PLSTIITY INDEX (PI) >15 FROST DEPTH ELOW FINL GRDE IS NOT PPLILE LLOWLE SOIL ERING PITY (F'P) = 1,500 PSF TOTL LOD ERTHWORK ELOW UILDING (UILDING PD PREPRTION) ERTHWORK ELOW THE UILDING SHLL ONSIST OF THE ONSTRUTION OF UILDING PD OF SELET OMPTED FILL MTERIL OVER OMPTED EXISTING SOILS. THE ONTRTOR SHLL VERIFY THE GRDES DJENT TO THE FOUNDTION ND T THE SITE WILL LLOW FOR POSITIVE DRINGE OF WTER WY FROM THE FOUNDTION. ENSURE THE FINISHED FLOOR ELEVTION OF THE FOUNDTION IS T LEST 6" OVE THE DJENT GRDE. DISUSSION OF PD PREPRTION: PER I , SUPPORTING SOILS, SHLLOW FOUNDTION SHLL E UILT ON UNDISTURED SOIL, OMPTED FILL MTERIL OR ONTROLLED LOW-STRENGTH MTERIL. OMPTED FILL MTERIL SHLL E PLED IN ORDNE WITH SETION DEVITION FROM THIS REQUIREMENT ND REOMMENDTION MY RESULT IN EXESSIVE SETTLEMENT, SOIL ONSOLIDTION, OR SOIL SHRINKGE. THE STRUTURL ENGINEER DOES NOT SSUME RESPONSIILITY FOR THE PERFORMNE OF FOUNDTIONS ONSTRUTED OVER PDS THT DO NOT MEET I DESIGN LLOWLE SOIL ERING PRESSURE: 1,500 PSF SSUME SOIL TYPE: H - LY PREPRTION OF THE EXISTING SUGRDE SOILS: 1) N INDEPENDENT SOILS INSPETOR SHOULD E RETINED TO MONITOR, TEST ND REPORT THE PREPRTION ND ONDITION OF THE SOILS DURING ONSTRUTION. INDEQUTE SOIL PREPRTION MY RESULT IN EXESSIVE SOIL SETTLEMENT, ONSOLIDTION OR HEVING. 2) REMOVE THE TOP 8" OF THE EXISTING SOIL TO INLUDE NY ROOTS OR ORGNI MTERIL. 3) SRIFY THE EXPOSED SUGRDE TO DEPTH OF 8". OMPT THE EXPOSED SRIFIED SUGRDE TO DRY DENSITY OF T LEST 95% OF THE MXIMUM DRY DENSITY S DETERMINED Y STNDRD PROTOR OMPTION TEST METHOD STM D-698 T OPTIMUM MOISTURE ONTEN (-1 TO +3%). 4) OORDINTE INSPETION ND TESTING SERVIES IN ORDER FOR THE SPEIL INSPETOR TO TEST THE SUGRDE MOISTURE/DENSITY T LEST EVERY 2,500 SF OF UILDING PD RE FOR "DENSITY ONTROL OF OMPTION" ORDING TO THE LTEST STM D-2922 ND STM D-3017 (T LEST 3 TESTS MINIMUM PER PD). PREPRTION OF THE SELET STRUTURL FILL MTERIL (UILDING PD): 1) N INDEPENDENT SOILS INSPETOR SHOULD E RETINED TO MONITOR, TEST ND REPORT THE PREPRTION ND ONDITION OF THE SOILS DURING ONSTRUTION. INDEQUTE SOIL PREPRTION MY RESULT IN EXESSIVE SOIL SETTLEMENT, ONSOLIDTION OR HEVING. 2) OVER THE OMPTED EXISTING SOILS: OPTION 1: PLE SELET STRUTURL FILL (SE MTERIL) IN 8" LOOSE LIFTS, MOISTURE ONDITION ND OMPT TO T LEST 6" IN THIKNESS. OMPTION OF THE FILL MTERIL SHLL E OMPLETED WITH PNEUMTI TMPER. OMPT THE EXPOSED SRIFIED SUGRDE TO DRY DENSITY OF T LEST 95% OF THE MXIMUM DRY DENSITY S DETERMINED Y STNDRD PROTOR OMPTION TEST METHOD STM D-698 T OPTIMUM MOISTURE ONTENT (-2 TO +2%). OPTION 2: OVER THE OMPT NTURL SOIL, G FILL THE STRUTURL FILL (SE MTERIL) IN 8" MOISTURE ONDITIONED ND OMPTED LIFTS. FILL MTERIL SHLL NOT E GGED LOOSE. OMPT LL FILL MTERIL WITH PNEUMTI TMPER. G FILL OPTION IS LIMITED TO 2'-0" MX THIKNESS. REFER TO OPTION 1 IF FILL THIKNESS WILL EXEED 2'-0" THIK. 3) SELET FILL ELOW THE SL SHLL MEET THE FOLLOWING SPEIFITIONS: TEXS DEPRTMENT OF TRNSPORTTION GRDE, TYPE I OR II SE MTERIL. T NO TIME SHLL OFFSITE SND OR "ORROW" (PIT) FILL E SUSTITUTE FOR SELET FILL. 4) UTILITY TRENHES WITHIN THE UILDING SHLL E REFULLY KFILLED, MOISTURE ONDITIONED ND OMPTED SO THT THE TRENH DOES NOT EOME N VENUE FOR MOISTURE TO MORE FREELY TRVEL UNDER THE UILDING. 5) OORDINTE UILDING OFFIIL INSPETION FTER EXVTING FOR EMS ND PLEMENT OF LL REINFORING STEEL, WITH FORMWORK IN PLE. (I HPTER 109.) THE UILDING OFFIIL MY EPT REVIEW Y THE STRUTURL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING THE REVIEW. 6) THE FINISH SURFE GRDING, FINL DRINGE OF SURFE WTER ND LNDSPING SHLL E ONSTRUTED IN MNNER TO ENSURE POSITIVE DRINGE OF WTER WY FROM THE FOUNDTION. OMPT LL SOILS WITHIN 5' DJENT TO THE FOUNDTION WITH PNEUMTI TMPER. 7) THE GROUND IMMEDITELY DJENT TO THE FOUNDTION SHLL E SLOPED WY FROM THE UILDING T SLOPE OF NOT LESS THN ONE UNIT VERTIL IN 20 UNITS HORIZONTL (5%) FOR MINIMUM DISTNE OF 10 FEET MESURED PERPENDIULR TO THE FE OF THE WLL. IMPERVIOUS SURFES WITHIN 10 FEET OF THE UILDING FOUNDTION SHLL E SLOPED MINIMUM OF 2% WY FROM THE FOUNDTION. ONRETE: 1) ONSTRUT FORMWORK TO MINTIN TOLERNES S OUTLINED IN I 347. REUSE FORMWORK ORDING TO I 347. EXTEND FORMWORK T LEST SIX (6) INHES ELOW THE FINISH GRDE ELEVTION ON PERIMETER EMS. UT TEMPORRY PORT OPENINGS IN ORDER TO DRIN EXPOSED TRENHES DURING ONSTRUTION IN SE OF INLEMENT WETHER. 2) TRENH GRDE EMS IN ORDER TO PROVIDE THE EM ROSS SETION INDITED. EM ND SL DEPTHS ND WIDTHS INDITED RE MINIMUM EPTLE SIZES. LRGER SIZE EMS ND SLS FORMED Y LESS URTE TRENHING MY REQUIRE DDITIONL REINFORING NOT SHOWN WHIH SHLL E DETERMINED Y THE STRUTURL ENGINEER DURING ONSTRUTION REVIEW. LL LOOSE DIRT FROM SIDES ND OTTOMS OF TRENHES SHLL E REMOVED. UT HUNHES ON EH SIDE OF TRENHES OF DEQUTE SIZE TO MINTIN THE VERTIL SIDES OF THE TRENH. PENETRTE EXTERIOR EM SOFFITS MINIMUM OF 24" ELOW NTURL SOIL OR ER DIRETLY ON SOLID LITHI ROK. 3) WHERE TREES EXIST WITHIN FIVE FEET OF FOUNDTION, DEEPEN EMS MINIMUM OF 30" ELOW SPEIFIED EM DEPTH FOR DISTNE OF 10 FEET IN EH DIRETION OF TREE (TOTL LENGTH OF TWENTY FEET). UT OFF ND TRET LL ROOTS EXTENDING UNDER THE FOUNDTION TO PREVENT NY FUTURE ROOT GROWTH UNDER THE FOUNDTION. REINFORE THE DEEPENED EM SETION WITH 2-#7 RS ONTINUOUS ND PROVIDE 'Z' TRNSITION RS T DEEPENED SETION ENDS. LP OTTOM EM REINFORING. 4) TRENH ELOW THE SL THIKNESS FOR PLING ELETRIL ONDUIT ND PLUMING LINES. URY ELETRIL ONDUIT ND PLUMING LINES ELOW THE SL THIKNESS ND OUTSIDE OF THE GRDE EM TRENHES. DO NOT PLE ONDUIT OR PLUMING PIPES UNDER ND PRLLEL TO GRDE EMS. WRP NY SEWER, STORM, WTER OR ELETRIL PIPING LINES ROSSING GRDE EMS WITH PV SLEEVES FOR PROTETION FROM GROUND MOVEMENTS. EXTEND SLEEVES T LEST 6 INHES PST THE TRENH WIDTH. ISOLTE ONRETE-ENSED GROUNDING ELETRODE FROM STRUTURL REINFORING. 5) REINFORING STEEL SHLL OMPLY WITH THE REQUIREMENTS OF STM -615, GRDE 60. REINFORING STEEL SHLL E ONTINUOUS WITH SPLIES LPPED T LEST 40 DIMETERS. STIRRUPS ND TIES MY E GRDE 40 FOR RS #3 ND SMLLER. TIE WIRE SHLL E 18 GGE NNELED TYPE. 6) FRITE ENT RS ORDING TO I 315. INSTLL REINFORING WITH LERNE FOR ONRETE OVERGE ROUND REINFORING STEEL ORDING TO I 318. SUMIT FOR REVIEW FRITION ND PLEMENT SHOP DRWINGS INDITING R SIZES, SPING'S, LENGTHS, LPS, LOTIONS, ND QUNTITIES OF REINFORING STEEL, ENDING ND UTTING SHEDULES, ND SUPPORTING ND SPING DEVIES. 7) ONRETE SHLL DEVELOP 28-DY OMPRESSIVE STRESS (F') OF T LEST 3,000 PSI. MIX ONRETE ORDING TO I 301. WTER EMENT RTIO SHLL NOT EXEED 0.50 (3,000 PSI) WITH MXIMUM SLUMP OF 5 FOR NORML WEIGHT ONRETE WITHOUT DMIXTURES. USE MXIMUM GGREGTE SIZE OF 1 1/8", EXEPT USE 1/2" MXIMUM GGREGTE FOR WLL PNELS, OR ORDING TO I 318. MXIMUM GGREGTE SIZE ETWEEN RS SHLL LSO PERTIN TO ETWEEN THE FORMS ND RS. 8) THE PROPORTIONS OF MTERILS ND USE OF DMIXTURES INFLUENE THE ONRETE STRENGTH LONG WITH THE MENS ND METHODS OF ONSTRUTION. THE ONTRTOR IS RESPONSILE TO DETERMINE THT THE ONRETE IS SUITLE FOR ITS INTENDED PURPOSE. THE ENGINEER REOMMENDS THE ONTRTOR ONSIDER THE FOLLOWING IN DETERMINING THE ONRETE FOR THIS PROJET: EMENT SHLL E TYPE 1 (GRY). FLY SH SHLL E ORL MTERILS, LSS. IF FLY SH IS USED, DO NOT EXEED 20% OF THE TOTL FLY SH ND EMENT USED Y WEIGHT. INLUDE POLYMERI OMPOUND WTER-REDUING DMIXTURE THT OMPLIES WITH STM 494. DO NOT DD N IR ENTRINMENT DDITIVE. MIX SHLL RESULT IN FINISHED ONRETE PRODUT WITH MOISTURE ONTENTS NEESSRY TO PROPERLY URE THE ONRETE. FLOOR SELERS, HRDENERS, FINISHES ND OVERINGS SHLL E OMPTILE WITH ONRETE PROPERTIES (IE, UT NOT LIMITED TO, MOISTURE ND LKLINITY PROPERTIES). 9) EFORE PLEMENT OF NY ONRETE, SUMIT ONRETE MIX DESIGN(S) TO E USED ON THE PROJET. ONRETE SHLL E IN STRIT ORDNE WITH THE MIX DESIGN. 10) PLE ND URE ONRETE ORDING TO I 302. IR. DO NOT USE ONRETE THT HS NOT EEN PLED IN THE FORMS EFORE 1.5 HOURS FTER THE INITIL MIXING WTER WS DDED, REGRDLESS OF TEMPERTURE OR SLUMP - NO EXEPTIONS. FINISH ORDING TO I 117 TOLERNES. FINISH THE SL SURFE TO T LEST N F NUMER VLUE OF FF-45/FL-25. THE OVERLL SL TILT SHLL NOT EXEED 1%. 11) OORDINTE STRUTURL ENGINEER'S REVIEW, THE UILDING OFFIIL INSPETION ND THE SPEIL INSPETOR INSPETION ND TESTING SERVIES EFORE EH ONRETE PLEMENT. THE UILDING OFFIIL SHLL INSPET FOOTINGS ND FOUNDTIONS (I SETION 109). THE UILDING OFFIIL MY EPT REVIEW Y THE STRUTURL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING THE REVIEW. WOOD FRMING: 1) LL LUMER SHLL E PS 20, NEW ND UNDMGED GRDED LUMER IN ORDNE WITH NFP GRDING RULES. LUMER STRESSES SPEIFIED DO NOT INLUDE REPETITIVE MEMER USE. FRMING MEMERS SHLL E S4S UNLESS NOTED OTHERWISE. LL WOOD ERING ON ONRETE OR MSONRY SHLL E WOLMNIZED. 2) ROUGH HEDER ND EM FRMING (2x4-2x12) SHLL ONSIST OF #2 SOUTHERN YELLOW PINE (SYP) WITH 19 PERENT MXIMUM MOISTURE ONTENT HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 1,500 PSI (2x4), 1,250 PSI (2x6), 1,200 PSI (2x8), 1,050 PSI (2x10) ND 975 PSI (2x12), MODULUS OF ELSTIITY OF 1,600,000 PSI, ND N LLOWLE SHER STRESS OF 90 PSI. 3) ROUGH WLL (STUD) FRMING (2x4 ND 2x6) SHLL ONSIST OF #2 SPRUE-PINE-FIR (SPF) HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 875 PSI, MODULUS OF ELSTIITY OF 1,400,000 PSI, ND N LLOWLE SHER STRESS OF 70 PSI, UNLESS INDITED OTHERWISE. LL WOOD ERING ON ONRETE OR MSONRY SHLL E WOLMNIZED 4) FRMING DESIGNTED S GL (GLUE LMINTED) EMS ON THE DRWINGS SHLL ONSIST OF GLUE LMINTE SOUTHERN PINE HVING NO LESS THN N LLOWLE ENDING STRESS (F) OF 2,400 PSI, MODULUS OF ELSTIITY OF 1,800,000 PSI, ND N LLOWLE SHER STRESS OF 165 PSI. FRITE ORDING TO IT. DELIVER MEMERS TO SITE WITH OPQUE WRPPINGS FOR PROTETION. MINTIN IN PLE UNTIL IMMEDITELY PRIOR TO INSTLLTION OF ROOF DEK. USE PDDED, NON-MRRING SLINGS WHEN HNDLING MEMERS. FRITE MEMERS WITH MER UILT IN. MER MEMERS FOR DED LOD DEFLETIONS. SEL GLUE-LMINTED MEMERS FTER FRITION. ENSURE END JOINTS RE THOROUGHLY TRETED. 5) FRMING DESIGNTED S VL (VERS-LM), OR ML (MIRO-LM) OR GNG-LM S EMS ON THE PLNS SHLL ONSIST OF SOLID PLYWOOD EMS MNUFTURED Y THE OISE-SDE TRUS-JOIST ORPORTION OR LOUISIN PIFI ND SHLL HVE NO LESS THN N LLOWLE ENDING STRESS (F) OF 2,800 PSI, MODULUS OF ELSTIITY OF 1,800,000 PSI, ND N LLOWLE SHER STRESS OF 185 PSI (OR LRGER), UNLESS INDITED OTHERWISE. 6) NILS, SPIKES, ND STPLES SHLL E GLVNIZED FOR EXTERIOR LOTIONS, HIGH HUMIDITY LOTIONS, ND TRETED WOOD; PLIN FINISH FOR OTHER INTERIOR LOTIONS; SIZE ND TYPE TO SUIT PPLITION. TYPIL NILING SHLL E WITH OMMON WIRE NILS. EXTERIOR GYPSUM SHETHING SHLL E NILED WITH #11 GGE, 1 3/4" LONG, 7/16" HED, DIMOND-POINT, GLVNIZED OOLER NILS, OR DMIUM PLTED W-UGLE HED SREWS 1-1/4" LONG. STPLES SHLL NOT E USED INSTED OF REQUIRED NILS. OLTS, NUTS, WSHERS, LGS ND SREWS SHLL E MEDIUM RON STEEL; SIZE ND TYPE TO SUIT PPLITION; GLVNIZED FOR EXTERIOR LOTIONS, HIGH HUMIDITY LOTIONS, ND TRETED WOOD; PLIN FINISH FOR OTHER INTERIOR LOTIONS. DHESIVE SHLL E GUN GRDE RYLI OMPOUND, SUH S LIQUID NILS Y MO DHESIVES. OTTOM PLTE NHORS TO FOUNDTION SHLL E 307 RON STEEL, 1/2" DIMETER SHNK, WITH 7" EMEDMENT INTO THE ONRETE WITH 90 DEGREE END. FSTEN TO PLTES WITH HEXGONL HED NUTS ND UT WSHERS. PROVIDE ONTINUOUS ED OF SELNT ETWEEN PLTE ND FOUNDTION. INTERIOR NON-LOD ERING WLL OTTOM PLTES MY E FSTENED TO FOUNDTION WITH POWDER DRIVEN FSTENERS INSTED OF WITH OLTS. FLOOR TRUSS HNGERS SHLL E: SIMPSON STRONG-TIE LIGHT DOULE SHER JOIST HNGERS MODEL LUS410, OR EQUL HVING N LLOWLE LOD PITY OF T LEST 1875#. PLYWOOD SHETHING LIPS SHLL E SIMPSON STRONG-TIE 18 GGE GLVNIZED STEEL X PLYWOOD THIKNESS. UNLESS OTHERWISE INDITED, USE TYPE LUS JOIST HNGERS S MNUFTURED Y THE SIMPSON OMPNY FOR FLUSH TYPE JOIST ONNETIONS TO SUPPORTING EMS. OLUMN P ND SE ONNETIONS SHLL E S MNUFTURED Y THE SIMPSON OMPNY, TYPE S REOMMENDED Y THE MNUFTURER FOR THE SIZE OF JOIST OR OLUMN ND EMS EING ONNETED. 7) SUMIT EVIDENE OF OMPLINE WITH SPEIFIED REQUIREMENTS SHOWING DESIGN VLUES FOR SELETED SPEIES ND GRDES. INDITE SIZES ND SPING OF PREFRITED PLYWOOD WE JOISTS, LODS ND JOIST MERS, FRMED OPENINGS, ERING ND NHOR DETILS, RIDGING ND RING. 8) STORE FRMING MTERIL MINIMUM OF 12" OVE THE GROUND IN MNNER TO LLOW FOR PROPER DRINGE, VENTILTION ND PROTETION FROM THE WETHER. 9) FRMING MEMERS SHLL E INSTLLED WITHIN 1/4" FROM TRUE POSITION. SQURE END UTS SHLL E WITHIN 1/16" PER FOOT OF DEPTH ND WIDTH. END SURFES SHLL E UT TO PROVIDE ONTT OVER SUSTNTILLY THE ENTIRE SURFE. LENGTHS OF FRMING MEMERS SHLL E 1/16" + UP TO 20 FEET IN LENGTH, ND 1/16" PER 20 FEET OF SPEIFIED LENGTH FOR MEMERS OVER 20 FEET IN LENGTH. 10) MINTIN SHETHING SURFE FLTNESS OF MXIMUM 1/8 INH IN 10 FEET OR MORE. 11) INSTLL UILDING PPER ON LL EXTERIOR WLLS. INSTLL HORIZONTLLY ND WETHER LP MINIMUM OF 2" FOR HORIZONTL JOINTS ND 6" FOR VERTIL JOINTS. STGGER VERTIL JOINTS. STPLE SEURELY WITH ROOF TIN PS. 12) OORDINTE STRUTURL ENGINEER'S REVIEW, THE UILDING OFFIIL INSPETION ND THE SPEIL INSPETOR INSPETION ND TESTING SERVIES. THE UILDING OFFIIL SHLL INSPET THE PRIMRY STRUTURL FRMING. THE UILDING OFFIIL MY EPT REVIEW Y LIENSED PROFESSIONL ENGINEER IN PLE OF THE UILDING OFFIIL ONDUTING HIS INSPETION. (I HPTER ) THE SPEIL INSPETOR (SI) SHLL INSPET SITE UILT SSEMLIES (I SETION ) 13) SPEIL INSPETORS RE RESPONSILE TO PREPRE, SIGN ND SUMIT TO THE RDPIR WITH OPY TO THE OWNER ND THE GENERL ONTRTOR (ND TO THE UILDING OFFIIL IF HE REQUESTS)HIS "REPORT OF REQUIRED SPEIL INSPETIONS" FTER THE GENERL ONTRTOR OMPLETES HIS WORK ORDING TO THE PPROVED PLNS. THE SPEIL INSPETOR SHLL PREPRE HIS "REPORT OF REQUIRED INSPETIONS" USING THE FORM PPROVED Y ND VILLE FROM THE UILDING OFFIIL. PREFRITED WOOD TRUSSES: 1) DESIGN OF PLTE ONNETED TRUSSES SHLL ONFORM TO NTIONL DESIGN STNDRDS (NDS-91), TRUSS PLTE INSTITUTE RITERI (TPI-78). 2) TRUSS FRITION SHLL OMPLY WITH TPI QULITY ONTROL STNDRDS (QM-77). TRUSS PLNT SHLL E INSPETED Y THIRD PRTY ERTIFIED GENY. 3) INSPETION OF FRITORS (I HPTER ) THE FRITOR SHLL SUMIT TO THE RDPIR WITH OPY TO THE OWNER ND THE GENERL ONTRTOR ERTIFITE OF OMPLINE STTING THT HE FRITED HIS WORK EITHER UNDER THE INSPETION SERVIES OF SPEIL INSPETOR OR UNDER THE INSPETION SERVIES OF HIS NTIONLLY REOGNIZED TRDE ORGNIZTION THT REQUIRES QULITY ONTROL INSPETIONS. 4) TRUSS DESIGNS ND LYOUTS SHLL E SELED Y TEXS LIENSED PROFESSIONL ENGINEER ND SUMITTED TO RHITET/ENGINEER FOR REVIEW PRIOR TO FRITION. SUMITTL SHLL LERLY INDITE DESIGN LODS, MEMER STRESSES, LUMER GRDES, SPLIE LOTIONS, REQUIRED LOKING, RIDGING, RING, PLEMENT, PLEMENT PROEDURES, LOD ERING WLLS, TRUSS DESIGNTION, UILDING NUMER, ND NME OF PROJET. LODING SHLL E S NOTED ND INDITED ON THE DRWINGS. 5) DURING ONSTRUTION TRUSSES SHLL E ERETED, RED, ND LOKED IN ORDNE WITH OMMENTRY ND REOMMENDTIONS FOR HNDLING, INSTLLING ND RING OF METL PLTE ONNETED WOOD TRUSSES (HI-91) Y TPI. LL TEMPORRY RING SHLL NOT E REMOVED ND ONSIDERED PERMNENT UNLESS REMOVL IS REQUIRED FOR OMPLETION OF WORK. 6) PROVIDE PERMNENT 2x4 LTERL "X" RING IN THE PLNE OF THE TRUSS WES ND FRME T 45 DEGREE NGLE. NIL TO EH ROSSING TRUSS WITH T LEST 2-16d NILS. THE "X" RING SHLL LIGN WITH THE OTTOM HORD LTERL RING ND OUR T EH END OF THE UILDING ND T 25' INTERVLS. 7) ROOF TRUSSES SHLL E ONNETED TO ERING PLTE WITH SIMPSON STRONG-TIE HURRINE LIPS. LIP TYPE TO E SPEIFIED FTER SIGNED ND SELED TRUSS SUMITTLS RE REVIEWED. TTH LIP S REOMMENDED Y SIMPSON. 8) SISSORS TRUSSES SHLL E ONNETED TO ERING PLTE WITH SIMPSON STRONG-TIE T TRUSS ONNETOR TTHED S REOMMENDED. RE SUPPORTING WLL GINST LTERL DISPLEMENT FOR PLUMNESS ND LIGNMENT UNTIL TRUSS IS TTHED TO ONNETOR. 9) PROVIDE PRE-ENGINEERED TRUSS SHER LOKING ETWEEN TRUSSES T LL SHER WLL LOTIONS. TRUSS SUPPLIER SHLL PROVIDE TRUSS SHER LOK TO TRUSS OMPONENT ONNETION/DETIL. SHER LOK SHLL E FULL HEIGHT OF TRUSS SSEMLY. 10) TTH TOPS OF NON-LOD ERING WLLS TO TRUSS OTTOM HORD WITH SIMPSON STRONG-TIE ST ROOF TRUSS LIPS TTHED S REOMMENDED. 200 E. Grayson St. Suite 207 T: F: SEL W E S T E S T D E S I G N G R O U P, L L ONSULTNT REVISIONS No. Date LIENT SH R H I T E T S Description SN NTONIO HOUSING UTHORITY WESTSIDE HOUSING REINVESTMENT INITITIVE SN NTONIO, TX PROJET INFORMTION LUERIDGE SUDIVISION ISSUE DTE: 04/27/2015 DRWN Y: JLS THIS DOUMENT EXPIRES 24 MONTHS FROM THE DTE OF SIGNTURE. LIENT PROJET NO. WEDG PROJET NO.: THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE. TOTL PROJET DEFINITION (ND THEREFORE DEFINITION OF LL REQUIREMENTS) WILL E Y OMINING LL DOUMENTS WITH THE STRUTURL DOUMENTS. THE ONTRTOR SHLL VERIFY LL FIELD ONDITIONS WHIH WILL FFET THE FRITION OF OMPONENTS FOR THE NEW ONSTRUTION PRIOR TO THE STRT OF ONSTRUTION. UNLESS OTHERWISE INDITED, THE DOUMENTS DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MENS SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS, ND WIND LODS. THE ONTRTOR WILL E REQUIRED TO ORRET T HIS OWN EXPENSE NY SUSIDENE, STRUTURL DMGE OR OTHER OJETIONL ONDITIONS USED Y HIS OPERTIONS -1 Engineering, LL opyright West East Design Group -5 General Notes 200 E. Grayson St., Suite 207 lueridge Subdivision San ntonio, Texas opyright Engineering, LL 401 ongress ve., Suite 1540 ustin, Texas Phone (512) /27/2015 S San Pedro, Suite 330 San ntonio, Texas Phone (210) DDITIONL SHEETS: S1.1 SHEET SIZE: 36"x24" SHEET

12 27'-2" 13'-7" 13'-7" 11'-7" 6" 6" 12'-7" W E S T E S T D E S I G N G R O U P, L L 52'-7" 42'-9" 9'-10" 9'-5" 13'-1" 7'-3" 1 8'-10" E F D 6" 8'-11" 12'-7" 7'-3" 11'-6" 5'-6" 2'-10" 3'-10" 38'-10" 9'-11" 5'-6" 11'-7" 10'-0" 9'-5" 8'-9" 7'-4" SW UT SW UT SW UT SW UT SW UT SW UT SW UT KEY NOTES ) SELET STRUTURL OMPTED FILL. ) EXISTING SOIL - REFER TO GEOTEHNIL REPORT FOR DDITIONL INFORMTION ON SOIL PROFILE. 2.3) FINL GRDE LONG THE PERIMETER OF THE UILDING SHLL E T LEST 5% FOR DISTNE OF 10-FT OUTWRD FROM THE EDGE OF THE UILDING. DD SOD LONG THE FULL PERIMETER OR 5'-0 WIDE ONTINUOUS ONRETE PRON (SIDEWLK). ) 10 MIL THIK PLSTI VPOR RETRDER, TYPE REOMMENDED TO E IN ONTT WITH THE SOIL OR FILL UNDER ONRETE SL, LISTED IN STM 1745 LSS WITH PERMENE LESS THN S DETERMINED Y STM E96. POLYETHYLENE IS NOT EPTLE. INSTLL VPOR RETRDER SOLIDLY WITHIN ND ELOW SL SURFE WITH JOINTS LPPED T LEST 6 INHES ND TPED ONTINUOUSLY WITH REOMMENDED PRESSURE-SENSITIVE TPE. EXTEND VPOR RETRDER DOWN THE SIDES OF THE EM TRENHES ND TERMINTE SO THT IT DOES NOT EXTEND ROSS THE TRENH OTTOM. ONTRTOR ND RHITET (NOT STRUTURL ENGINEER) SHLL VERIFY THT VPOR RETRDER SELETED IS OMPTILE WITH PROPOSED FLOOR FINISHES. ) SL: #4 T 12" O.. EH WY ENTERED IN ONRETE SL THIKNESS. EXTEND SL REINFORING TO TOP OUTSIDE PERIMETER EM R. STRT SL STEEL SPING NOT MORE THN 6" FROM THE EDGE OF THE SL. ) GRDE EM: 2- #6 ONTINUOUS EM REINFORING RS TOP ND OTTOM WITH #3 STIRRUPS T 18" O... STRT STIRRUP SPING T ENDS OF HORIZONTL EM RS. LP #6 "Z" RS TO HORIZONTL RS WHERE EM STEPS DOWN GRETER THN 3". LP 2- #6 ORNER RS TOP ND 2- #6 ORNER RS OTTOM TO HORIZONTL EM RS T LL EM ORNERS ND DED END EM INTERSETIONS. FOR EMS WITH DEPTH EXEEDING 3'-0", DD #4 ONTINUOUS MID-HEIGHT HORIZONTL RS T EH EM FE T 12" O... 9) END END OF #4 SL RER TO OMMODTE UR. DD ONTINUOUS #4 RER LONG TOP OF ENT R. 6.1) SOLE (OTTOM) PLTE: 2x6 SPF #2 OR ETTER. NHOR SOLE PLTE TO ONRETE WITH 1/2" Ø 307 "J" OLTS T 6" O.. MX. ENSURE OLT IS EMEDDED 7' INTO ONRETE. 6.2) WOOD STUD WLLS SHLL E FRMED WITH 2x6 T 16" O.. UNLESS NOTED OTHERWISE. INSTLL DOULE ND/OR TRIPLE STUDS T LL EM ERING POINTS ND T THE ENDS OF LL DIGONL LET-IN RING. IN DDITION, STUDS SHLL E DOULED T LL NGLES, ORNERS, ND ROUND LL OPENINGS. NOT LESS THN 3 STUDS SHLL E INSTLLED T EH WLL ORNER. LOK ETWEEN ORNER STUDS ND NIL LONG FULL HEIGHT OF STUD WITH 16d NILS T LEST T 24" O.. PROVIDE 2X SOLID LOKING T MID-HEIGHT OF LL WOOD STUD ERING WLLS LOTED ON THE FIRST FLOOR OF UILDINGS THREE FLOORS IN HEIGHT. PROVIDE ONTINUOUS SOLE PLTE T THE OTTOM OF LL STUD WLLS. LOD ERING WLL SOLE PLTES DJENT TO MSONRY ND THOSE WLLS IDENTIFIED S SHER WLLS SHLL E WOLMNIZED ND SHLL E OLTED TO THE FOUNDTION S NOTED. PLE NHORS T MX. OF 32" O.. SPING UNLESS OTHERWISE NOTED ND WITHIN 12" FROM ENDS OF DISONTINUOUS PLTES. INTERIOR NON-LOD ERING WLLS N E OLTED OR SHOT TO FOUNDTION. TOENIL EH STUD TO SOLE PLTE WITH T LEST 4-8d NILS OR END NIL WITH T LEST 2-6d NILS. FE NIL SOLE PLTES IN UPPER LEVEL WLLS WITH 16d NILS T LEST T 16" O.. T FRMING ROUND OPENINGS, TRIMMER ND HEDER JOISTS SHLL E DOULE FOR SPNS GRETER THN 4', UNLESS NOTED OTHERWISE. PROVIDE ONTINUOUS DOULE PLTE T THE TOP OF LL WLL STUDS. END JOINTS IN DOULE TOP PLTES SHLL E OFFSET T LEST 48". ORNER JOINTS IN DOULE TOP PLTES SHLL E LPPED ND FE NILED WITH T LEST 2-16d NILS. END NIL TOP PLTE TO EH STUD WITH T LEST 2-16d NILS. FE NIL TOP PLTES WITH 16d NILS T LEST T 16" O.. 6.3) PLYWOOD WLL SHETHING SHLL E 19/32" P RTED SHETHING, EXPOSURE 1. LL EXTERIOR WLLS ND MIN ROSS STUD PRTITIONS INDITED ON THE DRWINGS SHLL E EFFETIVELY ND THOROUGHLY SHETHED. SHETHING SHLL E ONE OF THE FOLLOWING: 1 5/16" PLYWOOD SHETHING. TTHMENT SHLL E WITH 10d NILS SPED T 6" O.. T EDGES ND 6" O.. T INTERMEDITE SUPPORTS. PROVIDE SOLID LOKING T LL JOINTS. PLYWOOD SHETHING SHLL E PLED T UILDING ORNERS FOR HORIZONTL DISTNE OF T LEST 48". STPLES SHLL NOT E USED IN PLE OF NILS. GYPSUM WLL SHETHING LID HORIZONTL WITH VERTIL JOISTS STGGERED. TTH SHETHING T ENDS ND T INTERMEDITE STUDS DIRETLY TO STUD FRMING WITH 11 GGE, 1 3/4" LONG, 7/16" HED, DIMOND POINT, GLVNIZED NILS T 7" O.. MX. 200 E. Grayson St. Suite 207 T: F: SEL ONSULTNT REVISIONS No. Date R H I T E T S Description LL EXTERIOR WLLS SHLL E EFFETIVELY ND THOROUGHLY SHETHED WITH SOLID 1/2" THIK EXTERIOR QULITY P RTED SHETHING. LOK LL EDGES. NIL WITH 8d NILS T 4" O.. T LL EDGES ND SUPPORTS. STPLES SHLL NOT E USED IN PLE OF NILS. 11'-4 1/2" 12'-9 1/2" 7'-0" 13'-2" 7'-0" 9.2) EXTERIOR FINISH - REFER TO DESIGNER/OWNER. 13'-4 1/2" 13'-9 1/2" 9.3) INTERIOR FINISH - REFER TO DESIGNER/OWNER. FOUNDTION PLN 0' 4' 8' SW UT PLN 0' 4' 8' '-0" 6" 3" lr. 3" lr. 5" '-6" 3" lr. 3" lr. 1-1/2" 5 1/2" 3" lr. 3" lr. - EXTERIOR EM - INTERIOR EM - LUG INTERIOR EM 1-1/2" (VRIES) SEE RHITET 9 5 1/2" 5 1/2" " lr. 3" lr. 3" lr. 3" lr. 3" lr. 3" lr. 6" 3'-0" D - UR T INTERIOR EM E - PERIMETER EM T UR F - PERIMETER EM T GRGE DOOR SEE PLN 1-1/2" (VRIES) 6" 3'-0" 1" SEE PLN LIENT SH SN NTONIO HOUSING UTHORITY WESTSIDE HOUSING REINVESTMENT INITITIVE SN NTONIO, TX PROJET INFORMTION LUERIDGE SUDIVISION ISSUE DTE: 04/27/2015 DRWN Y: JLS THIS DOUMENT EXPIRES 24 MONTHS FROM THE DTE OF SIGNTURE. LIENT PROJET NO. WEDG PROJET NO.: THE STRUTURL DOUMENTS REPRESENT THE FINISHED STRUTURE. TOTL PROJET DEFINITION (ND THEREFORE DEFINITION OF LL REQUIREMENTS) WILL E Y OMINING LL DOUMENTS WITH THE STRUTURL DOUMENTS. THE ONTRTOR SHLL VERIFY LL FIELD ONDITIONS WHIH WILL FFET THE FRITION OF OMPONENTS FOR THE NEW ONSTRUTION PRIOR TO THE STRT OF ONSTRUTION. UNLESS OTHERWISE INDITED, THE DOUMENTS DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL TKE LL MESURES NEESSRY TO PROTET THE SFETY OF THE PULI LONG WITH THE SFETY OF THE STRUTURE DURING ONSTRUTION. SUH MENS SHLL INLUDE UT NOT E LIMITED TO RING ND SHORING OF DED LODS, ONSTRUTION LODS, ND WIND LODS. THE ONTRTOR WILL E REQUIRED TO ORRET T HIS OWN EXPENSE NY SUSIDENE, STRUTURL DMGE OR OTHER OJETIONL ONDITIONS USED Y HIS OPERTIONS -1 Engineering, LL opyright West East Design Group -5 Foundation and Details 200 E. Grayson St., Suite 207 lueridge Subdivision San ntonio, Texas opyright Engineering, LL 401 ongress ve., Suite 1540 ustin, Texas Phone (512) /27/2015 S San Pedro, Suite 330 San ntonio, Texas Phone (210) DDITIONL SHEETS: S1.0 SHEET SIZE: 36"x24" SHEET

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