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LAP SPLICE VERT. <br />FROM 0J) FT4 TQ <br />VOW. FROM (L) <br />FT4 WHERE SPACING <br />& OFFSET PERMIT <br />i <br />SELECT BACKFILL -� <br />TO 9CU. RL. - TYR <br />DONT. FT4 - SEE <br />8, CMU. WALL --- <br />DETAILS <br />GROUT ALL DELLS <br />BOT. OF <br />SOLID - TYR <br />2'-4' <br />MIN <br />,f-4' <br />MAX *5x7'-8' VERT. -� <br />DOWELS G 16' <br />As <br />n ■ <br />JFULL <br />-HT. OR PROD. <br />24' MIN. INTO WALL <br />TO LAP w/ VERT. <br />REIN-. FROM LOWER <br />FTA - TYR (E) VERT. <br />wo <br />FROM QN) FT4 <br />Qz <br />TOP OF <br />M FT4 <br />1 -III <br />-1 <br />I <br />I-111 <br />ELEV. + <br />3667-= <br />- <br />- <br />E <br />36. 2 <br />TOP OF <br />(LF > FTA <br />I <br />r -a <br />I <br />1 <br />I <br />2' GMU. GAP <br />CONT. - TYR <br />TOP OF WALL <br />ELEV. + 4ei;7' <br />2 -*4 HORIZ <br />G TOP, BOT. <br />& MID --HT. <br />- TYR <br />CRADE ELEV. TO <br />TOP OF 0J) FTA <br />MIN. - TYR <br />RADE �G.2 <br />LEV. + 9601. <br />M <br />-Y. Ik5ic6'-Y VERT. <br />DOWELS G 24' <br />FULL -HT. OR PROJ. <br />27-8, 24' ml"L INTO WALL <br />TO LAP w/ VERT <br />REINF. FROM LOWER <br />FTC, - TYR (1) VERT. <br />FROM QN) FTA <br />TOP OF 0J) FTA <br />ELEV. + 37.33' <br />TOP OF (.) FTA T-14 <br />�JNI IIII I I 1 :I <br />OMI HEAD JOINTS <br />-1 I 1=1 11-1 I G BOT COURSE GM11 <br />WALL TYPTO DRAIN IIII III -1 I <br />CONT. KEY TO FTG. <br />FROM 2X4 - TYR. 3'- CONT. FTA w/ <br />OVE - <br />3'-a Ll CONT. KEY w/ 4 -*4 GC <br />OVER 41 -OW CONT. FTA w/ 1'-0' SO. <br />DONT. KEY w/ 5-04 CONT. G BOT. - TYR <br />OF WALL <br />/.GG+40.zQ <br />'ERT. DOWELS <br />-HT. - SEE <br />WALL DETALS <br />CONT. G <br />TOP OF <br />DONT. FT4 - SEE <br />'P. WALL <br />DETAILS <br />CONT. G <br />BOT. OF <br />DONT. FTA <br />- SEE <br />'P. WALL <br />DETAILS <br />FOR ALL ITEMS NOT <br />NOTED SSHOWN <br />SEE <br />2'-Y <br />�di;��iRc7 • <br />c c• <br />0 <br />A S -'v gel,// <br />�2 <br />-I SL1 <br />OPE <br />2'-Y MI , '_a VERT. <br />3-a M�n�xc DOWELS G 32' _ <br />J FULL -HT. OR PRO 1. -1 <br />24' MIN. INTO WALL <br />LY -01 TO LAP w/ VERT <br />REINF. FROM LOWER -i <br />FTA - TYR (E) VERT. <br />FROM QED FTC, <br />TOP OF (U) FTA <br />ELEV. + 380(Y <br />TOP OF (L) FTA <br />ELEV. + 3739 .I <br />1'-a <br />2-414 HORIZ G <br />TOP. & BOT. <br />- TYR <br />GRADE <br />ELEV. + <br />go <br />2'-8'W. LGONT FTA w/ 3-#4 COV. G TOP <br />OVER c w%P-1Y SCL <br />CONT KEY w/ 3-4H GONT. G BOT. - TYR <br />FOR ALL ITEMS NOT <br />NOTED s' SHOWN <br />SEE (KZ/ <br />0 <br />m <br />Jb <br />GENERALL STRUCTURAL NOTES <br />1. GENERAL <br />A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 1985 EDITION OF <br />THE UNIFORM BUILDING CODE AND STANDARDS AND ALL PUBLICATIONS NOTED <br />HEREIN. <br />B. DETAILS SHOWN ON THE STRUCTURAL DRAWINGS ARE TYPICAL AND SIMILAR <br />DETAILS APPLY TO CONDITIONS SPECIFIC NOTES AND DETAILS SHOWN ON THE <br />DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. <br />C. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON THE PLANS, <br />SECTIONS AND DETAILS ANY DECREPANCIES SHALL BE BROUGHT TO <br />IMMEDIATE ATTENTION OF THE ENGINEER. <br />D. ALL CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FLOOR <br />OR ROOF FRAMING MEMBERS. LOADS FROM SUCH MATERIALS SHALL NOT <br />EXCEED DESIGN LIVE LOADS. <br />E REVIEW THE SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL <br />COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL <br />REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION AND <br />THE CORRECT FITTING OF STRUCTURAL MEMBERS, INCLUDING COORDINATION <br />WITH OTHER TRADES <br />F. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE ENGINEER IN <br />WRITING. SHOP DRAWINGS DO NOT CONSTITUTE CHANGES IN WRITING. ALONG <br />WITH A LETTER, THE SHOP DRAWINGS SHALL SHOW ALL PROPOSED CHANGES. <br />G. DESIGN LOADS ARE AS PER CHAPTER 23 OF THE UBC AND MAY BE MODIFIED <br />AS PER THESE NOTES. <br />2 FOLJMDA11ONS <br />A. DESIGN -IF THE DESIGN OF THE FOUNDATIONS IS BASED ON A SOILS REPORT, <br />THAT FACT IS NOTED ON THE PLANS IF NOT, ALL DESIGN IS BASED ON <br />REQUIREMENTS OF CHPFTER 29 OF THE UBC. <br />COMPACTION REQUIREMENTS. <br />1. SITE-M!NIMUM SITE PI"-PARATION SHALL CONSIST OF SCARIFYING AND <br />RECOMPACTING THE L•JOSE SURFACE SOILS TO A MIN. COMPACTION OF <br />BOX AS PER ASTM DI557 TEST PROCEDURE. ALL FILL MATERIAL REQUIRED <br />SHALL BE PLACED IN. " LAYERS AND CC!Al'-TED AS MUTED. MIN. DEPTH <br />12'. <br />2. PAVING -ALL AREAS TO BE PAVED SHALL EE TREATED AS SITE ABOVE TO <br />A MIN. DEPTH OF 12'. <br />3. FOUNDt.TIONS-'HE FC`TT,M OF ALL FOUNDATIONS WHERE POSSIBLE SHALL <br />BE PLACED ON NATI`r SOIL IN AN UNDISTU?CrD STATE OR ON APPROVED <br />EN'ANEER!ED FILL I'1 707INGS SHALL Br� IN; *'ECTED BY THE ENGINEER OR <br />HIS REF RECENTIVE D77.° PLACING CONCRETE. <br />4. SE!.ECT BACKFLL-��"C'. 7ACKF!I.L FOR STRL"TURES SHALL BE TREATED <br />AS STE ABOVE <br />I.VGEND <br />0J) UPPER <br />0..) LOWER <br />a PROPERTY LINE <br />NOTE: <br />SPECIAL INSPECTION REOD FOR ALL STRUCTURAL <br />MASONRY WALL PER URC. SECTION 306 W 6 <br />3. CONCRETE <br />A. GENERAL -ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH <br />ACI AND UBC CODES. <br />B. CONCRETE -STRENGTH -UNLESS OTHERWISE NOTED ON THE PLANS CONCRETE <br />SHALL OBTAIN A MIN. 28 DAY STRENGTH OF 2000 PSI. <br />1. CEMENT -MIN 4.5 SACKS PER YARD. <br />2. WATER -MAX 7 GALS PER YARD. <br />3. AGGREGATES -MAX SIZE 3/4' <br />4. SLUMP -4' MAX. <br />S. ADMIXTURES -ONLY AS APPROVED BY THE ENGINEER. <br />6. CURING -KEEP WET MIN 7 DAYS, OR MEMBRANE CURING COMPOUND <br />APPROVED BY THE ENGINEER. <br />7. VIBRATION -ALL CONCRETE SHALL BE VIBRATED INTO PLACE w/ A <br />MECHANICAL VIBRATOR. <br />S. FORM REMOVAL -SIDE FORMS OF FOUNDATIONS AND SLABS MIN 2 DAYS. <br />9. TESTING -IN ACCORDANCE WITH ACI -301-72, CHAPTER 16. <br />C. REINFORCING MATERIALS <br />1. DEFORMED BARS -ASTM A615; /4 AND SMALLER, GRADE 40; #5 AND <br />LARGER, GRADE 60. <br />2. ELECTRIC WELDED WIRE FABRIC (EWWF)-ASTM A 185. <br />4. MASONRY <br />A. GENERAL -ALL MASONRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH <br />ACI, UBC, AND CMA. <br />B. CONCRETE MASONRY UNITS (CMU) -GRADE N AS PER ASTM C900, GRADE <br />S1 W/MAX 6X SHRINKAGE PER CMA STANDARDS. <br />C. MORTAR -TYPE S <br />1. COMPOSITION -ASTM C270-1 PART PORTLAND CEMENT, 1/2 PART MAX <br />LIME PUTTY OR HYDRATED LIME, DAMP LOOSE SAND NOT MORE THAN 2-1/4 <br />NOR MORE THAN 3 TIMES THE SUM OF THE CEMENT AND LIME USED. <br />0. GROUT <br />1. AGGREGATE -MAX AGGREGATE SIZE 3/8- <br />1 CEMENT -MIN CEMENT 6 SACKS PER YARD. <br />3. MIX STRENGTH <br />A. MIN. 7 DAY STRENGTH 1250 PSI. <br />B. MIN. 28 DAY STRENGTH 2000 PSI. <br />4. GROUT CELLS AS SHOWN ON THE PLANS WITH LOW LIFT PROCEDURES. <br />CMU'S SHALL BE DRY AND CLEAN BEFORE GROUTING. <br />E. MATERIALS <br />1. PORTLAND CEMENT -ASTM C150, TYPE 1 OR 11 - LOW ALKALI. <br />2. AGGREGATE -MORTAR SAND ASTM C144 - GROUT SAND ASTM C404. <br />3. HYDRATED LIME -ASTM C207,TYPE S <br />4. ADMIXTURES -ONLY AS APPROVED BY ENGINEER. <br />F. REINFORCING MATERIALS <br />I. DEFORMED BARS -ASTM A615; /4 AND SMALLER, GRADE 40; /5 AND <br />LARGER, GRADE 60. <br />DRAWN <br />BV <br />CHECKED <br />GGF <br />DAIS <br />SCALE <br />AS NOTED <br />JOB NO. <br />89032 <br />SHEET <br />8 <br />OF SHEETS <br />n <br />a <br />v� <br />�w <br />As <br />n ■ <br />DRAWN <br />BV <br />CHECKED <br />GGF <br />DAIS <br />SCALE <br />AS NOTED <br />JOB NO. <br />89032 <br />SHEET <br />8 <br />OF SHEETS <br />n <br />a <br />v� <br />�w <br />E <br />wo <br />Qz <br />a� <br />E <br />� <br />U <br />z� <br />zE-4 <br />E ­4a <br />w� <br />LJ <br />W <br />FW <br />H <br />C'J <br />U <br />A <br />p Z <br />I <br />U <br />w �ti <br />z pQq <br />� <br />o CO <br />C CO <br />A <br />Lu <br />O <br />O <br />� <br />W <br />a <br />Q <br />DRAWN <br />BV <br />CHECKED <br />GGF <br />DAIS <br />SCALE <br />AS NOTED <br />JOB NO. <br />89032 <br />SHEET <br />8 <br />OF SHEETS <br />n <br />