Loading...
HomeMy WebLinkAbout2366-S-1.1-. -..: .. ... .-n.. _,r. .. , ..;._ _ _. ` 4 • NAILING SCHEDULE .. ♦ STRUCTURAL STEEL MASONRY NOTES +~• K t- 4 '. t 3 .:, I , / Imo' M1,�1. A C C �:: S� (G/77-4:-:9-LC�lu" �) _ - • JOIST OR RAFTERS TO SIDES OF STUD STEEL SHALL CONFORM TO A.S.T.M. A- 1 . STRUCTURAL S + � ,. 1. ALL MASONRY WORK SHALL CONFORM TO THE 1988 � f 4?, - T'T*.'�'>_-. _,'•.t.sfs # 1} '--:`'fr ,.•. .- s`) �. .• . � ,, � .. �.., ' -_ �`;� THE GICNERAL -CONTRACTOR SHALL VERIFY ALL •�': EIGHT (8) INCH JOISTS OR LESS .......... 3-16d 36 SPECIFICATIONS AND TO THE A.I.S.C. EDITION OF THE UNIFORM BUILDING CODE. DIMENSIONS AND SITE CONDITIONS BEFORE STARTING t• Cu► r-O.4NlV•!��?1f FOR EACH ADDITIONAL FOUR (4) INCHES SPECIFICATIONS FOR FABRICATION AND ERECTION. wbRK: THE ARCHITECT SHALL BE NOTIFIED OF ANY IN DEPTH OF JOIST 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON DISCREPANCY BEFORE PROCEEDING WITH THE WORK. -t Cawr»T7vA/ dT ExT�tr�4 ......................1-16d JOIST OR RAFTERS AT ALL BEARINGS -- 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 FOR ARCHITECTURAL DRAWINGS AND/OR CALLED FOR IN 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES TOE NAILS EACH SIDE .................... 2-10d UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY SPECS. AND CONFORM TO A.S.T.M. (C-90) , GRADE '3HOWN CEILING JOISTS, LAPS OVER PARTITIONS, NOTED AS HIGH STRENGTH BOLTS WHICH SHALL "N" LIGHTWEIGHT OPEN END BLOCKS WITH MAXIMUM ON DRAWINGS. {f I C�LJsT'.lo�hlT', �r��•1.�., FACE NAIL . . . . ........................ . . 3-16d CEILING JOISTS TO PARALLEL RAFTERS CONFORM TO A . S . T . M. A-325. LINEAR SHRINKAGE OF (0.06A�) . �_ > ' 3.: ALL WORK SHALL CONFORM TO THE MINIMUM I SRM FACE NAIL 3. ALL WELDING SHALL BE DONE BY A CERTIFIED 3. MORTAR MIX SHALL BE COMPOSED OF ON.F.F�, �•�RT --` STANDARDS OF THE 1988 EDITION OF THE UNIFORM _ ..........:...................3-16d BLOCKING BETWEEN JOISTS AND RAFTERS --WELDER AND CONFORM TO A.W.S. SPECIFICATIONS. PORTLAND CEMENT AND 3-1/2 TO 4 PARTS SAND BUILDING CODE AND ANY OTHER REGULATIONS OVER ANY PORTION OF THE WORK, INCLUDING THE STATE TO JOIST OR RAFTERS, TOE NAILS, ELECTRODE SHALL BE E70. AND NOT LESS THAN (1/4) PART NOR THAN =r OF CALIFORNIA DIVISION- d�' INDUSTRIAL SAFETY T M - t �-;,.� EACH SIDE, EACH END....................2-10d i 2 } PART LIME PUTTY FOR TYPE ORTAR ,. AND THOSE LISTED IN THEeE NOTES AND { %T �,�� - TO JOIST OR RAFTER BEARINGS, TOE NAILS, EACH SIDE...................2-lOd H STRENGTH o 4. ALL FIELD WELDING AND HIG RE TH 8 LT INSTALLATION SHALL BE SPECIAL ' INSPECTED IN WITH REDLABEL SUCONEM ADDED. MORTAR SHALL BE 1800 PSI @28 DAYS MINIMUM. NO PLASTIC i SPECIFICATIONS. , -- - =• S,�AC.L .• - '•1: x BLOCKING BETWEEN STUDS -EACH END..........2-10d TOE NAILS•. ACCORDANCE -WITH THE UNIFORM BUILDING CODE CEMENT SHALL BE USED. i 4.; SEE ARCHITECTURAL, ELECT ICAL, AND MECHANICAL �:� I• Q OR 2-16d BRIDGING TO JOIST, TO NAIL EACH E''�D...... 2-8d UNDER "SPECIAL INSPECTION." 4. GROUT MIX SHALL BE COMPOSED OF ONE PART- DRAWIN(S FOR PITS TRENKE9, ROOF OPENINGS, � • NOT SHOWN ON THE STRUCTURAL - �� �t SOLE PLATE TO JOIST OR BLOCKING, �� 5. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP PORTLAND CEMENT TO 2-1/4 TO 3 PARTS SAND AND DEPRESSIONS, ETC.,. DRAWINGS. I udlJ77-f S `540 N . FACE NAIL.............................16d AT 16 OC TOP PLATE TO STUD, END NAIL..............2-16d GALVANIZED AFTER FABRICATION. 1 TO 2 PARTS PEA GRAVEL WITH "GROUT AID" ADDED FOR HIGH LIFT GROUTING ONLY SPECIAL' oil SLA f 5.'¢ THE CONTRACT STRUCTURAL DRAWINGS AND STUD TO SOLE PLATE, TOE NAIL.............4-8d AT 16" 6. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN INSTRUCTIONS SHALL BE REQUIRED FOR HIGH LIFT REPRESENT THE FINISHED. al- SPECIFICATIONS- ; DOUBLED STUDS, FACE NAIL.................16d oC TOP PLATES, LAPS AND INTERSECTIONS, THE SHOP OF A LICENSED FABRICATOR AND SHOP BE SUBMITTED TO THE STRUCTURAL GROUTING. GROUT SHALL BE 2000 PSI @ 28 DAYS. THOD OF � DO NOT TESHALL THE MEPROVIDE ' CONSTRUCTION. DRAWINGS SHALL C THE CONTRACTOR ' ' FACE NAIL..............................2-16d DOUBLE TOP PLATES, FACE NAIL ..16d AT 16" OC ENGINEER THROUGH THE ARCHITECT FOR REVIEW` - 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL .ALL MEASURES NECESSARY TO PROTECT • THE _ _ ,_,� /, l�o,4,vlµ,fo�rK A/4T �'• /TT�� - / GRA-�-- ............ BUILT UP CORNER STUDS AT 16" OC PRIOR TO FABRICATION. VERTICALLY GROUTED CELLS IF GROUT LIFT STRUCTURE DURING CONSTRUCTION SUCH MEASURES ' LJiULc FG�T/�1C� AN'o MALL A1`z=amu`-! l' �� N' .................. . .16d RIBBONS TO STUDS EXCEEDS (41-0"). ; AzOHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, y ONE (1) INCH RIBBONS ...................2-8d 7. ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53t�HORING GRADE B AND STEEL TUBE SHALL CONFORM* -TO w, FOR LOADS DUE TO CONSTRUCTION ' STit�.5 1JoT �Nl1•Tj'� L�!/7rt/tel l��7•-'�=•= =CTl/ TWO (2) INCH RIBBONS........ .2-16d '''••''... CONTINUOUS HEADER, TWO PIECES ............16d AT 16" OC A.S.T.M. A-500 GRADE B. SHALL HAVE A MINIMUM 6. COVERAGE . A E OF (i / 2 } GROUT. UIPMENT, ET . OBSERVATION VISITS TO THE ITE BY THE STRUCTURAL ENGINEER SHALL NOT �• t-� C'/C, w;.�,Y,�c �1 4C�� t7/�?=''Tc.Y I" BRACES TO EACH STUD AND PLATE,A.S.T.M. NCLUDE THE INSPECTION OF THE ABOVE ITEMS. ,C O S VIDE T7-/-, foVAtl1�T%G7J /,�1To N AY G-x�v,�►i7 �! , �r•zD FACE NAIL 2-8d S. LIGHT GAGE STEEL SHALL CONFORM TO A . S . T . M . 4 4 6 ?. BOLTS SHALL 8E GROUTED WITH (1") OF GROUT ' _ -rj�,f,/�,•� yVALL.S = S -r - . " " .. " " " .. " " " " " .... • „ BUILT UP GIRDER AND BEAMS 20d AT 32 oc GRADE A WITH A MINIMUM YIELD STRENGTH OF BETWEEN HOLT AND MASONRY. 6 . CONTRACTOR SHALL INVESTIGATE SITE DURING ' ................ AT TOP AND BOTTOM AND 33,000 PSI. GALVANIZING SHALL COMPLY WITH A.S.T.M. A-525 COATING CLASS G-60. S. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY CLEARING AND EARTHWORK, OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS } CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY FORMED FOOTING DETAIL STAGGERED 2-20d WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. FOUND, STRUCTURAL ENGINEER AT ENDS AND AT EACH SPLICE 2-16d 15Etz �* . H TB.cTul[AL. IORWC��, 9. ALL VERTICAL REINFORCING IN MASONRY WALLS SUCH STRUCTURES ARE SHALL HE NOTIFIED IMMEDIATELY. 'tia�i��- AT EACH BEARING MEMBERS TO RECEIVE 20d SHALL BE PRE -DRILLED NOT RETAINING EARTH SHALL BE LOCATED IN THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED c ?., CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF' t aLLow�o �.� ;rr-,/s ` PRIOR TO NAIL APPLICATION. ON PLAN. PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL T- � F -r��C� , _ LUMBER Nt)T EXCEED THE DESI N LIVE LOAD PER SQUARE CvE MMTAL l"IPE eL� 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN 10. •REINFORCING SHALL BE SECURELY HELD AND sFOOT. PROVIDE ADE�iU E SHORING AND OR BRACING STRUCTURE N S NOT ATTAINED DESIGN ' ACCORDANCE WITH THE "GRADING AND DRESSING BRACED IN PLACE TO PREVENT MOVEMENT WHILE .WHERE �. @TREN�TH-. �-- `= CU�.. feAC7 � �4CK,=ILL RULES NO 16 OF THE WEST COAST.. LUMBERMAN' S PLACING MASONRY AND GROUTING. AL , - _ 'j t,/ - ��l V �G L.C/"lUL T�►Mp�v E;A�1Q ASSOCIATION 11. GROUT CELLS CONTAINING REINFORCING STEEL AND y �=�"�%�1• 2. ALL WOOD- BEARING ON CONCRETE OR MASONRY SOLID GROUT ALL CELLS AT PORTION OF WALL s FOUNDATION - - WITHIN 4'0" FROM GRADE SHALL BE PRESSURE BELOW FLOOR SLAB THAT RETAIN EARTH, TYPICAL, � � _ I _ r- , _ r I Vii, E �, �rJ �I .r ,- (i� =�_.- l I �i Jf� •_ A5LWAAINdi WAL -S _ AVAIL, TREATED DOUGLAS FIR. EXCEPT AS NOTED OTHERWISE ON PLAN. 1. THE NATURAL SOIL CONSISTS OF, LOOSE TO MEDIUM DENSE SILTY SANDS. «� IU =�►II VIII- I �fJ�lil - • -17 ALL MA50WRY 5HAL.�r � �'��� IfJ iQUN1�11h1G ; - ,. OPE�';l1hIG�' - L/N'jlr'L ©PC/�INfA 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT • 3IZC /ZC.' 3/Zt' (1/32" TO 1/16") LARGER THAN THE NOMINAL BOLT WN0. NO ` TAG�EO 50Nfl SHALL. �� I�1'� 2 • THE ALLOWABLE DESIGN SOIL BEARING VAIME IS N =-,- DIAMETER. I TT�U . 1500 PSF FOR CONTINUOUS FOOTINGS AND •ISOLATED SPREAD FOOTINGS. �oXCo L& 5s 4X4- 4. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR 4. 13• S QL � � �5 I R A�,.J,,,, (�'IAWgRY 1 ,� s m TG? 4X6 OIC , M 3 -O Ta �Z-�Xlo 4fA"C • PIPES, ETC. UNLESS SPECIFICALLY NOTED OR -__ NALl.5 -�F!��T� .�----- -- - -- 3. ALL FOOTINGS SHOULD BE AT i�EAST 12 INCHES /2 -1�LOWEST 071w�r 60xb ���r '�'X& =-.DETAILED. REINFORCING STEEL WIDE 'AND PLACED AT LEAST 12 INCHES BELOW THE 1. BAR REINFORCING SHALL CONFORM TO ASTM A-615 FINAL ADJACENT GRADE. t 5. PROVIDE • 2X SOLID BLOCKING BETWEEN JOISTS OR GRADE 60 FOR NO . b AND LARGER: NO . 5 AND 7 4. ALL FILL AND BACKFILL 6HALL BE COMPACTED TO A - .- - • ��'O _ ¢��� �R _ ,,�,� i ; RAFTERS AT ALL SUPPORTS. SMALLER SHALL CONFORM TO GRADE 40. MINIMUM OF 90% RELATIVE COMPACTIO& CONFORMING 6. PROVIDE SOLID BLOCKING OR CROSS -BRIDGING AT TO ASTM D-1557. ALL COMPACTION AND FILL STEP 1=cxZ71NG ,4s TD �'�.- f=aU'✓IG7u L.C-SS } 810" O.C. MAXIMUM FOR ALL FLOOR JOISTS OVER (4l') DEEP AND AT 1010" O.C. MAXIMUM FOR ALL ' 2 • WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1851, FLAT SHEETS. KEEP REINFORCING AT CENTER OF . - SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. { N T 7H�4�/ I=���t. 57�.P RA9TERS OVER (8") DEEP. SLAB -ON -GRADE. • 5. SITE PREPARATION ANDS RADING SHALL BE DONE IN A40 �X,CAVaTk�J 6ELOW 77 -IIS LIAAE ir', L 47-C-&--5EZ&�, �3f��l.C: �PiF'LYr�[1NG��3'��T_-- _� �53�'•G�/" �G�LL`i Nc�T ��/ lam+ c�N fMlt� 7. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL I �* DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF AMERICAN CONCRETE INSTITUTE ACCORDANCE WITH THE RECOMMENDATION OUTLINED 1✓/ �t f PLAN• GRADE WITH EXT$RiOR GLUE CONFORMING'0 'PS i-. .. IN THE SOIL INVESTIGATION REPORT PREPARED BY Fr,K PIPE wla 7NaN SLdr bELDri/ • 74. 318 UNLESS NOTED ON THIS DRAWING. RICHARD MILLS AND ASSOCIATES, INC., DATED ,k4 of �Tt� ,�CxJTi�I G s , u,.., �. � PAc r_ o tbV"� ':; -' - 4. LAP BARS IN CONCRETE CONSTRUCTION SHALL. BE IN AUGUST 14 1989 REPORT N0. $9-237-0 1 a. IN HORIZONTAL .PLYWOOD SHEATHING, NO PANEL E eon, -e, ro `ILL /IJ hlp� 77e�tCN. l d -• -�T'•/I1D �I-!O TO !L'� • SHALL BE LESS THAN 24 INCHES WIDE . IN � , , ACCORDANCE WITH TNF. SCtIEDULF. GIVEN ON St1E� FT 6. FOOTING EXCAVATION SHALL BE INSPECTED BY THE } '--- VERTICAL PLYWOQD SHEATHING, NO PANEL SHALL BE OF THESE DRAW I NOS . LAP BARS IN MASONRY SOIL ENGINEER AND THE STRUCTURAL ENGINEER _ _ � •+ LESS THAN 12 INCHES WtDE. CONSTRUCTION SHALL, BE 40 ' D'I AMETEK . (:4 M I if MUM) } - PRIOR TO THE POURING OF CONCRETE. 7 PROVIDE 6 lL V I SQUEEN VAPOR BARRIER WITH 1" t UTILITY TRENCH DETAIL f' _ �Typ��t&�%, CNS 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD .• - ICUT • ` I' WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. 5. LAPS OF WELDED FABRIC AT SPLICES SHALL NOT , BE LESS THAN 8 INCHES. SAND OVER BARRIER UNDER SLAB ON GRADE, TYPICAL THROUGHOUT UNLESS OTHERWIfE NOTED ON • t • • , I I 10. PROVIDE 1X6 DIAGONAL LET -IN BRACES AT EVERY _ 6. REiNFORCIr�G STEEL DETAILING, BENDING AND PLAN. �,A�,�. » - .� ., P>tZc�VlL�C �/LL��s - •� r , (2510") IN ALL STUD WALLS NOT PLYWOOD PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF CONCRETE F- �` SNF • To m 1 1 SIZE AbN� _ W�.�..Y�%f IM. �-lam C -A• VP&% � SHEATHED. BRACING SHALL BE CONTINUOUS FROM TOP TO SILL PLATES . STANDARD PRACTICE", LATEST EDITION. 1. ALL CONCRETE SHALL CONFORM TO THE LATEST ,ONA4,t u�r- AS /'r'c5. .•.. • � I pgov a chou?L� 9TU�C73 Y � , � ? . SPACER TIES FURNISH �3 TIES AT 24 INCHES IN EDITION OF THE UNIFORM BUILDING CODE CANT ��L/NF. •- G,Miti1 `� r f � 41L� Ti'KJMM�R:i• Gd. 3/,de Mwt& gPNa. 11. ALL -JOIST HANGERS SHALL- BE "SIMPSON" OR APPROVED EQUAL. ALL BEAMS AND FOOTINGS, UNLESS OTHERWISE SHOWN 2. CEMENT SHALL CONFORM TO A.S.T.M. (C-150) TYPE I f ( _ >l< IN DETAILS. ,tel Ir-nj J�X lt:)7 / &.YC5&0is ro'-O _ _ I I 12. PROVIDE 2X FIRE STOPS AT ALL INTERSECTIONS OF OR I I . d,w► I� - S �Mp5oN �,er STUD WALLS AND OR STUD PARTITIONS AT FLOOR, / g• ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, SHALL BE SECURELY TIED IN PLACE BEFORE PLACING 3 . FINE AND COARSE AGGREGATE SHALL CONFORM TO - - •- Nas. ovwt •4•-09 CEILING AND ROOF. FIRE STOPS AT A MAXIMUM CONCRETE OR MASONRY GROUT. A.S.T.M. (C-33) FOR STANDARD WEIGHT CONCRETE. _ �-' , 11 C . IN THE VERTICAL -SPACING OF 8 0 0. 'III- rf�L�c, �jpUpy�,Ls a3Tup DIRECTION, PROVIDE 2X FIRE STOPS IN ALL 9• ALL CONCRETE BLOCK WALLS SHALL BE DOWELED TO 4. LIGHTWEIGHT CONCRETE AGGREGATE SHALL CONFORM TO . ' <ryr.�/coal& FURRED SPACES, VERTICAL AND HORIZONTAL. THE SUPPORTING FOOTING WITH BARS OF THE SAME A.S.T.M. (C-330) EXPANDED, SHALE OF APPROVED , ` _ I SIZE, GRADE AND THE SAME SPACING AS THE MANUFACTURE. ilk 11IM_i:I:� -1 - i �'rCL�2 13. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF VERTICAL BARS IN THE WALLS. • ITI1- Zp.T �IC.L PLaTC - THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 5. DRYPACK SHALL BE COMPOSED OF ONE PART OF STUD, PLATES AND BLOCKING..... CONST, GRADE 10. WELDING OF REINFORCING STEEL,.IF PERMITTED BY PORTLAND CEMENT TO NOT MORE THAN THREE PARTS OF SAND. Le:�0770�4 OF -} -- - - -� # BEAMS AND STRINGERS ........... NO. 1 1550F THE ARCHITECT, SHALL BE DONE IN CONFORMANCE , , _ eryr-) a -/O1 rc &,&NAII--5 POSTS AND MULLIONS .......... SEL STRU 150OF WITH THE "STRUCTURAL WELDING CODE -REINFORCING .�_ �r�CE �E.NC�,T�--: s`` D� r JOISTS AND RAFTERS STEEL" OF THE AMERICAN WELDING SOCIETY AWS D1-4 BY WELDERS UNDER 6. ANCHOR BOLTS DOWELS, INSERTS, ETC. , SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING I!2 (2X6 AND LARGER) ............... NO. 1 1500F QUALIFIED THE PRODECURES _ FRAMING D - `5, ( 2X4 AND 3X4) ................... NO. 1 1750F BEAMS THAN 4" IN WIDTH)....... .NO. 1 150OF CONTAINED THEREIN. USE LOW HYDROGEN ELECTRODES, GRADE (E70) FOR WELDING REINFORCING BARS SPECIAL INSPECTION REQUIRED FOR ALL FIELD CONCRETE. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY BY AN APPROVED CURING "STEPPED FOOTING DETAILI(LESS ' PLANK AND DECKING............SEL COM 1450F - -' - WELDING OF REBAR PER UBC SECTION 306. WET FOR TEN DAYS OR i COMPOUND. r1- s �-�erZ. AT Aq4=7 e�T(ojkA RECORD DRA1M�lG _ - � -� 14. NAILING FOR 5/8" AND 3/4" PLYWOOD SHALL BE 8d PLYWOOD NAILS, 2-1/4" X #10" GAGE X 9/32" .11. SUBMIT REINFORCING SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT BEFORE FABRICATION. 8. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) DIAM. HEAD BARBED SHANK, EQUIVALENT. PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE HAVE BEEN PREPARED BASED ON INFORMATION 12. PROVIDE THE FOLLOWING MINIMUM COVER OF CONCRETE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, SUBMITTED, IN PART. BY OTHERS. WHILE THIS _- . INFORMATION IS BELIEVED TO BE RELIABLE, - 15. MACHINE APPLIED NAILING: USE OF MACHINE NAILING IS SUBJECT. TO A SATISFACTORY JOBSITE FOR EACH PROJECT AND THE OVER REINFORCING STEEL: BELOW GRADE (UNFORMED) ............... 31! CLEAR ETC. 9. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., HAS NOT VERIFIED THIS INFORMATION AND IS NOT DEMONSTRATION APPROVAL BY THE PROJECT ARCHITECT OR BELOW GRADE (FORMED) ................ 2 CLEAR EXPANSION JOI NTS , SCORING, ETC., FOR CONCRETE 1 2 6 vE'� ��L= RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY, STRUCTURAL ENGINEER AND THE OFFICE OF THE EXPOSED TO WEATHER (ABOVE GRADE) .... 2 " CLEAR WALKS AND SLABS. r14'' H= I&A -V T K/Hav*t NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY STATE ARCHITECT. THE APPROVAL IS SUBJECT TO MI,�• - - - - - CeEkJJi.IG /9 CVSR 3 `I`'07�".:�- HAVE BEEN INCORPORATED INTO THESECONTINUED SATISFACTORY PERFORMANCE. MACHINE MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL: " A ON EARTH SIDE WHEN PLACED AGAINST EARTH 3 10. THE MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT (7YP " �`'f rte ' DOCUMENTS AS A RESULT. NAILING WILL NOT BE APPROVED IN 5/16" . ...... 28 DAYS SHALL BE AS FOLLOWS: wrse exrJvo 04-` / of �A55 PLYWOOD. IF NAILHEADS PENETRATE THE OUTER B. ON EARTH SIDE WHEN FORMED .................... 211 C EXTERIOR WALL GRADE 1 " 2000 / .=XIS PLY MORE THAN WOULD BE NORMAL FOR A HAND . STEEL ABOVE .............. SLAB ON GRADE ................ PSI I �• ' u�,.''� `• HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES D. INTERIOR WALL STEEL AND SUPPORTED SLABS.... 3/4,� E. TIED COLUMNS 1-1/2 Fc�lDATION5 $GRA 13EAM5. , , , , , 3000 PSI ARE NOT MAINTAINED, THE PERFORMANCE WILL BE (STIRRUPS) ABOVE GRADE...... x.7 LIGHTWEIGHT CONCRETE FILL.... 000 PSI ,' DEEMED UNSATISFACTORY. F. BEAMS (STIRRUPS) ABOVE GRADE ............. 1-1/211 16. ALL NAILS SHALL BE COMMON WIRE NAILS. G. WELDED WIRE FABRIC.......... CENTER LINE OF SLAB 11. ALL CONCRETE SHALL BE STONE WEIGHT CONCRETE EXCEPT AS NOTED. 12. CONCRETE STRENGTH EXCEEDING 2000 PSI SHALL HAVE 4 �- - ��,,T"F �'���`� 1 A "SPECIAL INSPECTION" BY A CERTIFIED DEPUTY INSPECTOR DURING CONSTRUCTION._ [-WALL aPENING DETAIL- CITY OF FONTANA' FIREAND STATION �NOG� r!mtm-rlc0 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE. PROTECTION DISTRICT • v y, FONTANA 4 POLICE DEPARTMENT C Y4SMTANT t ,, '; � Rs•rv� K.B. LEUNG 4 ASSOCIATES STRUCTURAL ENGINEERS 9229 UTICA AVENUE, SUITIE 1�4 RANCHO CUCAMONGA, CA 91734 ,~ (714) 944-0029 APPROV" ED APPfiG/Ep NO DATE BY REMARKS 17 1.94 4W At, &MELTS GENERAL NOTES DRAWN CHECKED DATE x/90 SCALE NOTED ,roe NO. r?w4,. No'. 2366