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HomeMy WebLinkAbout1929_s-4I�It�►6H V ��� y �s•�C K 1= I l_ L pE�r! sP�cl�►cATIoNs -.41 Io'- o" c. I . SLE Enc- I U. r+. O. 45ry GENERAL NOTES T`(Pic;^ L. - MIN. 2r1 -- POURED -IN-PLACE CONCRETE � * GENERAi, _ ..T.NAN 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS 1, REINFORCING STEEL SHALL CONFORM TO ASTM A615; GRADE 40 FOR 03 F=1L.L_, F�1F'E-� *a' �,N,p, J2_ 5P U.N.O.- - UNLESS NOTED OTHERWISE. AND SMALLER, GRADE 60 FOR M4 AND LARGER, ALL REINFORCING STEEL To BE WELDED SHALL BE GRADE 40, DEFORMATIONS SHALL BE ��ME i^JIt:�7N T`t f=. Ie;FS'T1 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH IN ACCORDANCE WITH ASTM A305. Ac-'yFTC '�-.�' �"� �, _ - ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. F'111._L 1nI1L7TH - ? 20 TIE �t4�6.T CC• nNam ticOm-�Mg AL.T; CoPIN EL --R 2.' REINFORCING FABRIC SHALL CONFORM TO ASTM A185 AND SHALL LAP Ope- 7R�Cri - � , - � 01A r 3, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF 1-1/2 SPACES (12" MINIMUM). I Pl�.c� F*I�.-�-. •� �' �`' Col'eN�F�. ���8 U QI"�*'2. U P'fR°`Jlae �M�ac-g CONSTRUCTION. WHERE. CONDITIONS ARE NOT SPECIFICALLY �C�{�R�, R$ U'N'�'' TIa� (3 G ��G •x 7 INDICATED BUT ARE OF' SIMILAR CHARACTER TO DETAILS SHOWN, 3. LAP ALI, REINFORCING STEEL A MINIMUM OF 36 BAR DIAMETERS ,11� 4317. C � ? I �� aLt F7�' I� I, NooK�� TICS '-'�Cc�. At• a�NtEr► 41<'r.G►. JAS bAR&3 �.-yG GftEAT�R SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO (2' -0' MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. PI�.AG�C� Q __ .�-F- REVIEW BY THE ARCHITECT (STRUCTURAL ENGINEER). T_Q f -IL dX �M� d&i7_e F-t�IZ. W1&INF;.- A H= F1, _ 4. SPLICE ALL REINFORCING STEEL WHERE INDICATED. WHERE SPLICE WALL RE -INF .J�`Mib a I'LOCATIONS ARE NOT SPECIFICALLY INDICATED, SPLICES SHALL BE X �^ ��R CTG�UR _ �L���3, 4, PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, HCPI1k :. l - -f-r' - - - _ DUCTS, PIPING, VENTS, ETC. AS REQUIRED. REFER TO WELL, STAGGERED. IC7L L1 ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS 5. MINIMUM CONCRETE COVERAGE: THF, FOLLOWING MINIMUM CLEAR VAI IONS - -- - ) - @ G' l/G idt'# 7 r �/ -1-I�.S - 2 -rev `,AMd AND EQUIPMENT NOT SHOWN ON STRUCTURAL. ALL SUSPENDED DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE E5 t�L� � -----1 . JAM G�►R5 �, Rg U . N. o. ' _-�Ll... �NC� at aNd (=11,= �4�L_ EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL OR SWAY SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: i'HE-- ate •� Z CSP! c�PNt�r, �`"� GrM%E:^7F.-M -L OR C7 F' 3', 20 TIS , BRACING. SLABS ON EARTH ........................... CENTER OF SLAB I FORMED ........................ 2 L..IN�'S � ___ __ - _ ONLY BAR p'A. CONCRETE BELOW GRADE, " ��� , �r IN S�N�L.�E ���� �DU�L� L�Y�� 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CONCRETE. BELOW GRADE,, UN FORMED(POURED AGAINST EARTH). 30 I I DRAWINGS, SPECIFICATIONS, AND THE 1982 UNIFORM BUILDING CODE. BEAMS .,• ........ ....... .......... ................1-1/2 e��a17Y Na � TY�� Tl�a COLUMNS (CLEAR TO FACE OF TIES) .................. 1-1/2" NO �' F`�i� rIF'�'� %�ot`zSr THAN 3 "�' e5RLOW C5oT 0�' O Z 6. THE CONTRACTOR SHALL BF. RESPONSIBLE FOR COORDINATING THE WORK -- - 2 FTC301, I` -/^Y bC-_ r5.z4Gh<Fw1L.LE-=t�:) coNPAC7F_-C�0 FIL..L. PE'RZ NO Ez.$ roR M►�R L�P°w CaMe%NSlo�13 �~�'�`I "L' �� �'��� OF ALL TRADES AND SHALL. CHECK ALL DIMENSIONS. ALL' 6. DOWELS FOR WALLS OR COLUMNS SHALL BE THE SAME SIZE AND gP�GI�IG�T'IO�iaJ, C7D N►d'T TR�1•jC� SGL ,� FsT�• A�-('cfZ F�URJt�+G�• T �"j�� �4� �R1Z. Rf �R DISCREPANCIES SHALL. BE CALLED TO THE ATTENTION OF THE SPACING AS THE WALL OR COLUMN REINFORCING STEEL AND SHALL LAP Fzp �2�ARCHITECT (STRUCTURAL ENGINEER) AND BE RESOLVED BEFORE WITH TF{E WALL OR COLUMN REINFORCING STEEL AS NOTED ABOVE, ��� EE � `7 �7 . �� L�EE I � PROCEEDING WITH THF. WORK. UNLESS NOTED OTHERWISE. I �1 . r-'-+•� Jo� C:7�� ���'� "� �'j-�I}� I -7 E � � � ( ��E��p 7, THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE 7, ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN `,••/ I I �j I FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. INDICATE: THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 'I SUPERVISE AND DIRECT THE WORK AND HE SHALL BF, SOLELY 8. MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL BE 2000 PSI (F -24 O,G, S�+�A.FK PANE'L., 2 S7 0eQ , 2'' �, `5ITU S (2 4=7 , 4.1.1 CuT C,J.10 tic) -�► RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AT 28 DAYS. j �R �pIRc-, Iwo. CCN I' SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY BALL SNTH�C'.� PND PLAN WN�'e� oCGUR� CL Imo /G (� �yEI) FIELD REPRESENTATIVES OF THE ARCHITECT ( STRUCTURAL ENGINEER) 9 AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM i`��R; hL,A1`1 A�T'�r� POUF. JOINT DO NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THF. C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.051. WHe O�L�RS 2 - CC7N'j- P T: �+ ,�, ,.. AA4 PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. ANY SUPPORT 2 x `i�yi�i I . �• � �i E-N•� -r�P (�,�, ��`jll.l, PLA•1-� �� 51L.L- P�A.,,,� SERVICES PERFORMED BY THE ARCHITECT (STRUCTURAL ENGINEER) 10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE B,N, Tye u.N,O. ON w7 Vz A.�j• /�.,,.-moi, //� DURING CONSTRUCTION SHALL BE DIS' INGUISk{F,D FROM CONTINUOUS I OR II, LOW ALKALI. Ll 2x PT, D, F, ,��I� r- u c %� �4 Po1�1��R AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY '" I/2 A.g. �C -O COh+C, SLAIeS • std �` 11' ©' bRl�/�N SH�'i r1CuT J -r I' -O" �. w3o"CiJ OTHERS. THESE SUPPORT SERVICES WHICH ARF, FURNISHED BY THE 11. PLACEMENT OF CONCRETE. SHALL CONFORM TO ACI 301. H"�'D`'',L `'" L.Ca, @48��O,G, ��� PLA►i�l I ��L-T 12 I 3 �32N �c I/4" trtAX,-- ya" NOTE; MTr�1. 2.f�-'' %. ARCHITECT (STRUCTURAL ENGINEER), WHETHER OF MATERIAL OR WORK, � U. N. 0, N F=IR'c')M P=p L,.&.7 I ga-•.� 2'--°� I'�INS MIN.-�/IC�E POIJF� OR CONTROL AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF 12. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A! �r CONSTRUCTION, ARE PERFORMED SOLELY FOR THF. PURPOSE OF MINIMUM OF FIVE DAYS AFTER PLACEMENT UNLESS OTHERWISIy.._. S �A'�'� WAL� NC7� � NT Aa JOI NT3 C 2O -U O,G, M.X. -IN, CAR=, SCH��, CoNc%• �L-,L��j . ��' �`x`� ILII �1QO� _ �7c�JOIN ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE APPROVED BY THE ARCHITECT ( STRUCTURAL ENGINEER) . 1� ((::::I r A poU' 7 O�N7 E� WITH CONTRACT DRAWINGS AND SPECIFICATIONS; BUT THEY DO NOT - --- - - - -- ----.�--- 1 3 . MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 7N MIN. I12SEE FLAN SIN. GOARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 14. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS LL _ P�N�TRAT'IoN GR_ UNLESS SPECIFICALLY DETAILED. Z - - 8, ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. WOOD FRAME p7 Q. -. 9. NOTES AND DE'T'AILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER � _ ger /% THESE GENERAL NOTES, 1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE' SAME SIZE gHo7 FINS ..�}'coNT AS STUDS. SPLICES TO LAP 4'-0- MINIMUM AND BE NAILED WITH It 5F"4At L ems' - b' 12-16d MINIMUM EACH SIDE OF JOINT. i M^NUFAcTUR E_. _ -t 5 T45 SSE �D i t�Y i"�°kMe7�'T TESTS AND INSPECTIONS 2. BOLT HOLES IN WOOD SHALL BE 1/32- TO 1/16' LARGER THAN THE CQ�'T, S�� U OR I^QUAL r'S�E p� C� ��� NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT { PLAN- _.___ rcL.�►N IGF,�o I4�PORT � � 1. ALL CEMENT, AGGREGATE, RE:INF'ORCING STEEL, STRUCTURAL STEEL, WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. I FTC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BF FURNISHED TO THE ARCHITECT (STRUCTURAL ENGINEER) UPON 3. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL - _ REQUEST. SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF /0�� 4. TYi�_ IN'T' b�'��. TYF.. NaN �F��, 7 Y f=w.__-___M X�__ ______� _��. �� ___-_ .' � = •- THE JOIST OR RAFTER. _ T 2. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION --- ^)f=-<Z)(::�)71 r%%�C3"L� i`UC�� ���� - �� UCJ� �` �� j r;z� � �EE 7A ' ��REQl1IRF,MENTS. 4. PROVIDE 1X6•DIAGONAL LET -IN BRACING (AT APPROX. i5 DEGREES) `./ u �✓ Gvr•+ `/ EVERY 25'-0* MAXIMUM IN ALL STUD WALLS NOT PLYWOOD SHEATHED. 3. CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING BRACING SHALL RUN CONTINUOUS FROM SILL PLATE TO TDP PLATE. FT_ ./, HD - 2 HO -S) H0- (Zp HD- 7 .�'x�x3f� IS MoR� TF -+AN V� DRAWINGS. SHEATHING, PLASTER, ETC. ►! E7 - - I>'� PER elm.._ _ IN _ I � � ;ice F_AN. - - - - _ 3 �[ /4 NoN.. 4 x4-- 4x4::= -4 A <Z�_ p � I''•l�T+•'+ �F �II-.L P�-ATE 2 . ALL EXISTING FILL SOIL AND D I S t'U RBF.D NATURAL SOIL ARE TO BE 7. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-83. SOIL glt-..t.... 2 i� 12. � rte- 110-j'GH LABORATORY FOR AL[. THE FOLLOWING : I PLAN ALL <:5 PLAT SAX. I lA�'C�h'1AX� �MA}� #NfA A. FIELD WELDING. 5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT H. N, a 1► - B. CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2500 FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2X NOMINAL !! '! ( + PSI OR GREATER. THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF 'THE ENCLOSED SIMPS�G8 OR �-� VED N . c'�C�L.LIMN.S� �. I C•Q, �4 �..AN k SPACE. PLACE FIRE STOPS AT A MAXIM'1M SPACING OF 8'-0" IN THE GOc..ENT-GZ�INK I E e ¢ VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS IN ALL FURRING M.A. IP c:;). ATI �i + K 1O OA. Ir"R�/'�= 1�2� V&,"S'i RAP SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 8'-0- IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS rr . l Q ! • " �/a �X. "% 4 - I CoaC. mrd.. 5►�C �F FOUNDATIONS IN ADJACENT STUD WALLS. 15T .2 WNErEw,= NUTc,-H ot: H0LE. 1. FOUNDATIONS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE 6. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF cc) L. SIZE ./, HD - 2 HO -S) H0- (Zp HD- 7 = GO NC. FT G, I 2x SI IS MoR� TF -+AN V� DRAWINGS. SHEATHING, PLASTER, ETC. ►! E7 - - I>'� PER elm.._ _ IN _ I � � ;ice F_AN. - - - - _ 3 �[ /4 NoN.. 4 x4-- 4x4::= -4 A <Z�_ p � I''•l�T+•'+ �F �II-.L P�-ATE 2 . ALL EXISTING FILL SOIL AND D I S t'U RBF.D NATURAL SOIL ARE TO BE 7. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-83. SOIL �+ PL'�N I _ . �HRIN K oN co t� oR 1''tA�. sI L.L. ' A PL�•N EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED WITH THE a" BELOW ADJACENT s�.A�S ON erRAC=S - T 4. W -z�. E5, � �r_ d [� �' G' 11 57 E3'OL7 I WzomF E;N�S� � I��s•3 ' ' I NAILING i . .� _ _ pRYI�'��i�._ __. MASONRY 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90 GRADE N-1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. f 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND PLASTIC TYPE CEMENT TO 2-1/4 TO 3 PARTS OF SAND. 3, GROUT SHALL CONFORM TO ASTM C476 AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE ' MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS PEA _ II ( �NCF•{OR e30LT GRADE OR 11E�' BELOW FINISH FLOOR, WHICHEVER FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. IS LOWER. CaLL I SPECIFICALLY DETAILED. ' W II II ANCt-}OFz 2� P'L.ATC`% 2-I%c�,� ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOIL ENGINEER. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE 1. FOR PLYWOOD SPAN RATINGS PANEL 'IDENTIFICATION WITH - - PE.R FOR - aL.T ,I Bek - �� _ I�� i�LK, THICKNESS, GRADES, AND ( 3. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOIL INDEXES) SEE PLANS. i 2'~ ''"-'-"' "�"'-�� '' "'�""'" " .^ 3c H � C�,) ov �PZ I'r�" JOISTS AND RAFTERS (MORE THAN 8" DEEP) . - - - h I - - it - - _ _ _ . � MIND- �-T'i'. of Nc-r-� ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING _ . MIN. NON ✓H�INI"c - --TING 6. DESIGN LATERAL. BEARING PRESSURE • IS _ • �R�S C_* 2- 1G,L S'rF:E:L. 8. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE 11. ALL NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 25 _�Ie1 •PA=IN A Q O ° ° PLAN - SG: TC­►_ k1-_-- ___ Z)GH. SrUR TRE'-.�►T HD - 2 HO -S) H0- (Zp HD- 7 i�v►.r�rav rvi"r. i rrr. cvvt livv�. ►! E7 - 4 . I .__ FAST 4 x4-- 4x4::= -4 A <Z�_ -4 X,Gz- .. .. 7A,"f ��. t SrUR TRE'-.�►T --- �H I 4� L�L�__ i0 �Y� I A� i�v►.r�rav rvi"r. i rrr. cvvt livv�. TREATED DOUGLAS FIR. . I .__ ALL.. SIL.La R!5 E:/A%FZIHer _ _!1__ ___ _ ___- _ __.-. -IF=:� _ -* --- -- --- - - 7-# 4. FOOTINGS ARE TO BE CARRIED INTO FIRM UNDISTURBED NATURAL SOIL WITH A 33% INCREASE FOR BY I.E;16HTOtJ �Ati' W.DATED REPORT HEREBY BECOMES GRADES, CONFORMING TO S'I'ANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 16, AIR DRY, UNLESS NOTED OTHERWISE: RAFTERS, JOISTS AND HEADERS ..............: NO. 1 1500F. BEAMS, HEADERS AND STRINGERS ............. NO. 1 1300F. POSTS AND TIMBERS ......................... NO. I 1200F. oN co t� oR 1''tA�. KAIL-Sp OR APPROVED COMPACTED FILL A MINIMUM OF a" BELOW ADJACENT 9. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS - T 4. W -z�. E5, � �r_ d [� �' G' 11 57 E3'OL7 I WzomF E;N�S� � I��s•3 ' ' I NAILING i MASONRY 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90 GRADE N-1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. f 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND PLASTIC TYPE CEMENT TO 2-1/4 TO 3 PARTS OF SAND. 3, GROUT SHALL CONFORM TO ASTM C476 AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE ' MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS PEA PLYWOOD WEB JOISTS 1. MANUFACTURER SHALL PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW AND TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS WILL SHOW ALL CRITICAL DIMENSIONS FOR DETERMINING FIT TO THE BUILDING AND THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. 2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. D 3 JOISTS SE{ALL BE DESIGNED AND FABRICATETO SAFELY SUPPORT ALL GRADE OR 11E�' BELOW FINISH FLOOR, WHICHEVER 2X4 JOISTS AND RAFTERS .................... NO. 1 1750F.F= BLOCKING AND STRIPPING ............. STUD GRADE. 2X4 STUD GREATER THAN 10 FEET ............. NO. 2 1440F. 13. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25%.OF WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 401 OF WIDTH MAXIMUM. STUDS MAY BE BORED TO 40% OF WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING STUDS AND DOUBLED BF',ARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WF{ICN MAY BE BORED TO 60% OF WIDTH MAXIMUM. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH. IN NO CASE SHALL THE EDGE OF A BORED HOLE 81E NEARER THAN 5/8 INCH TO THE EDGE OF A STUD. IS LOWER. SPECIFICALLY DETAILED. ' 5. DF.SLGN BEARING PRESSURE IS 2000 PSF WITH A 33% INCREASE FOR 10. CROSS BRIDGING SH ALL• BE PROVIDED AT 8'-0" O/C M":IMUM FOR ALL 2'~ SEISMIC OR WIND FOOTINGS. JOISTS AND RAFTERS (MORE THAN 8" DEEP) . 6. DESIGN LATERAL. BEARING PRESSURE • IS 300 PSF/FT WITH A 33$ 11. ALL NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 25 INCREASE: FOR SEISMIC ORWIND LOADING ANDA 200% INCREASE FOR OF THE UNIFORM BUILDING CODE. .. .. 7A,"f ��. t --- ---- ---- - - - --+- � --- �H I 4� L�L�__ i0 �Y� I A� i�v►.r�rav rvi"r. i rrr. cvvt livv�. 12 . ALL ST RUCT'URAL LUMBER SHALT. BE DOUGLAS FIR OF THE FOLLOWING , . I .__ � _ _!1__ ___ _ ___- _ __.-. -IF=:� _ -* --- -- --- - - 7-# _ - �� �A'�) - - � �I �l 1 �1 ✓ ��- �`� T Wim+ �� �. �� I 7. 8. DESIGN COEFFICIENT OF FRICTION IS .45 SEISMIC OR WIND LOADING. PLEASE REFER TO SOIL REPORT PREPARED 6-25,8(,o; JOB NUMBER SOIL WITH A 33% INCREASE FOR BY I.E;16HTOtJ �Ati' W.DATED REPORT HEREBY BECOMES GRADES, CONFORMING TO S'I'ANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 16, AIR DRY, UNLESS NOTED OTHERWISE: RAFTERS, JOISTS AND HEADERS ..............: NO. 1 1500F. BEAMS, HEADERS AND STRINGERS ............. NO. 1 1300F. POSTS AND TIMBERS ......................... NO. I 1200F. ��.- 2rc 5TUC:)52x IG 0, CISTUDS, ' 1 I I FjLA� THK� - T 4. W -z�. E5, � �r_ d [� �' G' 11 57 E3'OL7 I WzomF E;N�S� � I��s•3 ' ' I NAILING i MASONRY 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90 GRADE N-1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. f 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND PLASTIC TYPE CEMENT TO 2-1/4 TO 3 PARTS OF SAND. 3, GROUT SHALL CONFORM TO ASTM C476 AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE ' MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS PEA PLYWOOD WEB JOISTS 1. MANUFACTURER SHALL PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW AND TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS WILL SHOW ALL CRITICAL DIMENSIONS FOR DETERMINING FIT TO THE BUILDING AND THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. 2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. D 3 JOISTS SE{ALL BE DESIGNED AND FABRICATETO SAFELY SUPPORT ALL PART OF THESE CONTRACT DOCUMENTS. STRUCTURAL STEEL' 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 2. ALL FABRICATION AND ERECTION SHALL, CONFORM TO THE LATEST STANDARD EDITION OF AISC SPECIFICATIONS FOR THE DESIGN, FAIIRICATION AND ERECTION OF STRUCTURA[, STEEL FOR BUILDINGS. 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE 2X4 JOISTS AND RAFTERS .................... NO. 1 1750F.F= BLOCKING AND STRIPPING ............. STUD GRADE. 2X4 STUD GREATER THAN 10 FEET ............. NO. 2 1440F. 13. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25%.OF WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 401 OF WIDTH MAXIMUM. STUDS MAY BE BORED TO 40% OF WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING STUDS AND DOUBLED BF',ARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WF{ICN MAY BE BORED TO 60% OF WIDTH MAXIMUM. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH. IN NO CASE SHALL THE EDGE OF A BORED HOLE 81E NEARER THAN 5/8 INCH TO THE EDGE OF A STUD. 1 j PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SUPERIMPOSED DEAD, LIVE AND LATERAL LOADS;' SPECIAL LOADINGS GLUED LAMINATED LUMBER SUCH AS MECHANICAL EQUIPMENT, ETC.; AND TO ACCOMODATE ALL (STRUCTURAL ENGINEER). SPECIAL FRAMING CONDITIONS FOR THE SPANS„A$ INL)ICATE;D OR, 1. ALL FABRICATION AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH REQUIRED. 4. ANCHOR BOLTS AND UNFINISE�ED BOLTS SHALL CONFbRM TO ASTM A307. THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR THREADED ROUND STOCK SHALL EON FORM 110 ASTM A36. STEEL TO STRUCTURAL GLUED LAMINATED DOUGLAS FIR (COAST REGION) LUMBER • STEEL BOLTS SHALL CONFORM TO ASTM A325. � «•'��'�-"'-�� -'-� 4. DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWINGBY THE WEST COAST I.UMBERMAN'S ASSOCIATION AND THE CURRENT _ ROOF JOISTS - DEAD LOAD PLUS LIVE LOAD ....L/240 EDITION OF TIMBER CONSTRUCTION. FLOOR JOISTS - LIVE LOAD L/480 5. ALL WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL � 1 - DEAD LOAD PLUS LIVE LOAD L/240 2. ALL GLUED LAMINATED MEMBERS SHALL BE COMBINATION 24F WITH - 1 ' �� FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN WATERPROOF RESORCINAL OR PHENOL RE SORCINAL GLUE l-ONFORMING TO �JO APPROVED FABRIC T T". WELDING MAY BE PERFORMED USING THE 1 .. 5. MINIMUM TOP CHORD SHALL BE 2X4 UNLESS NOTED OTHERWISE. �} Y , FEDERAL SPECIFICATIONS MIL -A -397-B, 1i._ SUBMERGED APC PROCESS WITH AUTOMATIC WELDING ( SAW -1) . 6. ALL CONNECTORS SHALL BE ICBG APPROVED , AND OF ADEQUATE LOW-I.IYDROGEN ELECTRODES SHALL BE USED IN WELDING OF 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN STRENGTH TO RESIST ALL STRESSES DUE TO THE LOADINGS AS. REINFORCING STEER. - , CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE � I t ,C/ ,� �� - OUTLINED IH NOTE 3 ABOVE. 6. ALL �JgE SHALL CONFORM TO ASTM A5(7p'GRADE 'B' (4-ro KSI) . A. I.T.C. - ••� T. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED 4. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE AS REQUIRED TO ADEQUATELY BRACE ALL JOISTS.; 7� ARCHITECT. (STRUCTURSHALL AL TENGONEERTE FOO Ft REVIEW STO PRIOR THEARCHITECTARCHITECT STRUCTURAL ENGINEER) FOR REVIEW PRIOR TO ANY ( ) FABRICATION AND SHALL SUBMIT CERTIFICATES OF COMPLIANCE FOR 8. -LOhPS: '2� f'`-' tn4o LoArj FABRICATION. EACH MEMBER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. DAN L. ROWLAND AND ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNINGDAN L. ROWLAND AND ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING 1290 NORTH. HANCOCK STREET SUITE, 20A 04 •A.kAN'E'IM1; CALIFORNIA 92807 TELEPHONE (714) 777-6778 , These as -built or record drawings have been prepared, in 8 � 3 Pj .Fj� p(,pr,J t3 2c1 � CITY OF FONTANAl� - �' part on the basis of information compiled and furnished 1 ,0t i • aos . . . . . . . . . . REws/onrs . . . . . . . II Td . ' i Robert Englekfrk 450o Campus Dr1w ' SNEET ' by others. The Architect will not be responsible for any vR�►wv , , . . , , , , , , , , . . • . . • • • • • • • . • . • • , , errors or omissions which have been incor rated into this Consulting Structural N Its 868 tt ►, SOUTHRIDGE PARK. COMMUNITY --CENTERdocument as a result. p° (7°4) StBeach. 8 5�' C'' °2°g0 SHEET TITLE r I Engln•ert, Inc. (/. /,� T�11 ,P � j �-•�� �% � • , ` . � 7J � � . . fir. `..,• . � + ' �Y „ `V! "� Y� � 1 � �..� �' ��'�--(~ � � � I �� � �` � � ' �% DAN L. ROWLAND AND ASSOCIATES, INCORPORATED July 31, 1990 � � .. � , 1 i P �.