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LION C ..„„ <br />NIie GD <br />Z6E0 <br />BEZOaoatltlo107 <br />....Ls 311w35ox <br />aanl�at�H�ay <br />NOSNHO(' <br />LzOO9 00 '311IASIOm <br />1332i1S NIb W 4 OO I <br />SHIdd3N 1V f11Of12i1S <br />3SflOH O3WO1 <br />s <br />LL o o a <br />a <br />CHECKED. NL <br />REVISIONS <br />SNEETTRLE <br />GENERAL <br />NOTES <br />SHEET NUMBER <br />S1.O <br />W <br />IVSOZL <br />a3nN3a <br />VOEZ <br />ISMS <br />■ <br />• <br />• <br />• <br />GENERAL NOTES I CONCRETE NOTES I FOUNDATION NOTES <br />11 DESIGN CRITERIA: <br />1A) FOUNDATIONS DESIGNED BASED ON THE PRESUMPTIVE BEARING VALUES IN THE 2012 IBC TABLE <br />1806.2. <br />- ASSUMED BEARING PRESSURE = 1500 PSF <br />- ASSUMED EQUIVALENT FLUID PRESSURE =65 PCF <br />MASONRY NOTES <br />11 DESIGN STRENGTN. <br />1A) DEVELOP 2000 PSI COMPRESSIVE STRENGTH (Pm) IN 28 DAYS. <br />1B) STEEL REINFORCING: <br />- PRIMARY REINFORCING: ASTM A615, 60 KSI <br />- HORIZONTAL JOINT REINFORCING: ASTM A951, PREFABRICATED, LADDER TYPE <br />21 SPLICES: <br />2A)#4 MASONRY LAP SPLICE LENGTH =22. MIN <br />31 INSTALLATION REQUIREMENTS: <br />3A) GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS <br />NOTED ON THE CONTRACT DOCUMENTS. <br />POST -INSTALLED ANCHOR NOTES <br />11 ANCHORS: <br />1A) EXPANSION ANCHORS (IN CONCRETE): HILTI KWIK BOLTTZ <br />2) INSTALLATION REQUIREMENTS- <br />2A) ALL POST -INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED <br />INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON -SITE TRAINING. <br />2B) THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED <br />PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT <br />SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR <br />CUT EXISTING REINFORCEMENT. <br />31 SUBSTITNTON REQUESTS. <br />3A) SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE <br />STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT <br />DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT <br />BUILDING CODES, LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE <br />TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT. <br />SPECIAL INSPECTION NOTES <br />a'w a <br />Lia <br />6 6 <br />g6 �30 <br />x�z _ <br />3rcg <br />og <br />wW <br />er o <br />—x <br />m� — <br />DI gl <br />°� <br />FOZ o <br />gro <br />Pc• <br />a <br />- <br />y g <br />g <br />W <br />" <br />i� ao <br />ay Oz <br />g a 7,4 g. <br />vow - �= <br />c�m 62 a. <br />m <br />o <br />m k <br />N a <br />mmw ,, <br />of —1 <br />- yi <br />— o avziR <br />o'o� oEwzoz� <br />w <br />wigcfc �rc <br />�w—�o6 go L�Ja�� ?y <br />h=ooa - <br />p .mom m o w <br />zw <br />- <br />zowOa <br />S�wy <br />yi <br />�'g <br />¢ <br />�o<—d4odw <br />s„rcu <br />Iwo <br />o <br />u�m5 <br />_u'y� <br />mws� <br />w <br />g, <br />o <br />"oeOzwzyo <br />yom <br />000i <br />ywok�zzr <br />jWaVa� <br /><„ <br />CONCRETE MIX TABLE <br />66' <br />� <br />± <br />�> <br />paww <br />S> <br />p <br />° <br />� <br />o owl <br />Q <br />z�1� w=0�i�wwo <br />Eg o`W <br />5R <br />zQ _— ''$'�w <br />y w3a<¢ <br />w� Qz�'a{' _LT, <br />8->g >R <br />: EEPA m <br />-m L, w <br />w w w 6`N <br />tdg.Ww <br />g ,2,1 xo <br />'o i'§ <br />gOm . <br />-o . g L% <br />E Af�=Wa <br />gg <br />1 <br />8ag <br />rrcw 64,0 <br />.6o <br />saLL aow H=zooEih <br />o =am woo <br />Wwz8,'Ao <br />'wmio <br />Om �20r[F. g'�Fw <br />,q� `w `ago <br />g 22 <br />4c� ap <br />i8 i6 m� 12aa u- <br />o 385goEm±yy <br />w .= a-<=i_7, <br />'E <br />ozz <br />sa <br />z <br />liwi <br />Ipi <br />i*3r` <br />y2 <br />a <br />z` <br />INTENDED USE <br />SLABS ON GRADE <br />FLOW FILL <br />oP <br />' <br />y <br />ed <br />'um <br />�w, <br />'TX <br />zo= <br />'i <br />R <br />ow �000-6 <br />k <br />y <br />y - <br />w <br /><w <br />O <br />, ' <br />gO <br />zoi <br />Lu <br />0 <br />EA' <br />` <br />'i <br />o Lc2 <br />o <br />— $w— <br />o0 wFSo wNrc <br />,43Y <br />` <br />off"~ <br />6i2 <br />=3 <br />"c—ioS� <br />�a <br />w <br />2w <br />o <br />ayy]�x�a1w�m <br />m�=Eo <br />``6 <br />Eno korczoYy <br />— awg <br />_ <br />at <br />5 <br />ip'il <br />mpoE <br />0 `" <br />w <br />d <br />ow <br />P"' uzo ��w <br />w <br />vo0:awzw�3oya�caio"' �K�zrcx�3a� o=— wQw�`dd�o rc <br />Q <br />6i� <br />orc�a¢ f0 <br />i <br />c <br />ywom��3 <br />�rcf <br />_ <br />L- o <br />5w 3 .E, <br />=R <br />wm=V — <br />wt� <br />1 z <br />NH <br />_blp <br />RyEL"6g <br />E, <br />g <br />_ <br />4zogigoowow¢ <br />�- <br />I <br />1 <br />oHz <br />�cax <br />cmo�zyo�cN;�a+eo_yOo�m3aJawcrc <br />ozw5''i <br />x <br />DESIGN CRITERIA <br />11 CODES AND STANDARDS' <br />1A)GENERAL DESIGN <br />- INTERNATIONAL BUILDING CODE 2012 <br />21 SEISMIC AND WIND LOADS <br />- THE WORK SHOWN ON THESE DRAWINGS DOES NOT INCREASE THE EXISTING LATERAL LOADS <br />ACTING ON THE STRUCTURE OR ALTER THE EXISTING LATERAL SYSTEM. <br />j1 GRAVITY LOADS <br />3A)LIVE LOADS <br />- FLOOR =40psf <br />- ATTIC =10psf <br />3B)DRIFTING, SLIDING AND UNBALANCED SNOW <br />- GROUND SNOW LOAD= 30.0psf <br />- SNOW EXPOSURE FACTOR, Ce= 1.0 <br />- SNOW LOAD IMPORTANCE FACTOR, Is=10 <br />- THERMAL FACTOR, Ct=100 <br />- FLAT ROOF SNOW LOAD, Pf = 21.0 psf <br />DEFERRED SUBMITTALS <br />Fy <br />L? <br />k' = dog <br />ks <br />iN o3 <br />NQOF <br />-p oa w�3 <br />g <br />nHI <br />}N'wm'uyewuryew®swe!II!Mr6LS. flOH xwol 9II!ns!nol hags *NI LOOL-ZO'S480OLLUw4:0 :H.LVd3113 3NV131031N19N 1O3tO8d <br />Wv LS:60:88LUZILZIL :031NItld 31V0 Ha �l199 alu3 1103 <br />SVIM11IMNVHIVMO1:H03111AMN MO A3NNIINVIHB .1Vd10Nlad <br />NKOW N3OON :S13NOIS30 ZO'S'080PLL :#501'NN <br />