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7100 SW FIR LOOP-3 STRUMW, NOTE'; , '.AADS Floors 50 P . S .F. Roof 25 P . S .F . Find U . B . C. 1976 25 P . S .F . Basic Zone Seismic U.B .C. 1976 Zone II 7'Of MATICNS :l . Foundation sizes are based on a maximum total load bearing pressure of 2000 p. s . f. 2 , Foundation elevations shown are to hottom of footings and are bid elevation.: : Changes in depth will be handled in accordance with- the specifications . 3. .411 footi-ags shall be founded on firm undisturbed soil with a minimum depth below existing and final grade as shown_ on plans . 4. Foundation thicknesses indicated are minimums . S. Tele last 3 " of soil shall be removed by hand tool operation to neat lines . 6. Where surface of ground slopes more than 1 ft. in 10 feet and/or where there is a differential in fopt-ing elevation , foundations shall be level or shall be stepped so that both top and bottom of such foundations are level and with a ratio of 1 vertical to 2 horizontal maximum. 7 . No excavation shall be made below any footing closer than 1 foot in 1� feet slope . 8. All foundations shall be founded a minimum of 6" into sound formations . CONCRETE 1. All concrete shallcbvelop a minimum 28-day compressive cylinder strength of- 35000p. s . f. 2 . All minimum of 3 concrete test cylinders shall be provided per each day ' s pour and/or 50 cu. yds . cylinders shall be tested as follows : 1 at 7 days ; 2 at 28 days . Cylinder strengths specified are, 500 p. s . f, in excess of design strength used to allow for laboratory cured conditions . , 3 . Concreting methods , forms , and shores shall be in accoi3ance with ACI 318-71 , latest edition standards . 4 . At areas of depression at slabs , provide manimum thickness or depth as noted for adjacent areas unless -otherwise shown . 5 All. concrete for precast concrete wall panels shall be stone concrete and shall develop a minimum 28-day compressive-cylinder strength of 35000 p. s . i . 6. Precast icrete members shall attain 100% of the required 28 day strength before beinq moved. CONCRE,rE REI,41 - .CING STEEL 1. :� 11 conform to ASTM A-615-68 specifications with a minimum All reinfc:7ring steel s yield stress of 4 000 p. s . i . 2 . Reinforcing (minimum unl eSs otherwise shown ) a. Reinforce all walls & self Supported slabs with a minimum of Ix of 1% steel each • way for cross-section area of concrete . Reinforce all beams with a minimum of lior .1% of cross section area. b. Place 2-#5 continuous at bottom, top and at discontinuous ends of all walls . • C. Place 2 ' -0" x 21 -0" bars az cornc.,-s and intersections for walls equal in size and number to horizontal reinforcing. d. Place 245 x openings + V -0" top and bottom, 245 each side x story height. 1 ; -6" , 245 x V -0" diagonal corner bars at each corner at all wall openings . e. Place 245 x 4 ' -0" at diagonal corner bars at each corner at all slab openings (or at all corners of openings over 12 " in dimension . ) 3. All wel$ed wire fabric shall conform to ASTM specifications A-185 . y J� — fir'- 4► - .:1,yD A'!'A"'�:.s..:J..aa•....._„•'liy'"� f �,,...•�,,,..,., .. �..1 ,.,,,a� ....T,. .-- � ; 4 � III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! ! ! I I I I I I I I I I I I I i i I I � I I I I I ' I i l l l l l l l�I I I ,� I I I I l l l l l l l l l l ( ( l �'' �'"� ��'---- -• y - f ..,`�- .. ,a " ' V, -Aft 1111ro . NOTE . IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN - -- --- - - -- - - -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL F ZDRAWING, 11111UIIIIIIIIilili8lZlllllllLlZllllllllZlllllll4iTllll III1I' IZiIIlllEl. lli ( IlllOl6I �� gI LT , 11111I111S1I111tlZ Z iL, 111111 , 111l II 141 11 1111 " .. _ JUN 1990 %19 7 iiillill 1111 1111 1111 illi Illi � : , ,� .. - ..-... „ .. ,• '.. ...-.�- i`-- ._,..r..p..r ! .. r. .... L _ , _ .. .. - J ...,. •A J. ...... r..._....... .. • _.. . Irvsx, ► ......,.__..«. , ...,. -. r.r• .-._ - _' ..-. ._ _.�.-... ---_. _ _46-I- STRUC'MRAL NOTES WONT. ) 4 . All reinforcing steel shall be detzailed , fabricated , anc- z1aced in accordance with ACI detailing manual ],15- 71 . �. Ala Books on:, ✓� ,ii� , shall conform to ACI standards unless otherk�ise shown . b. All reinforcing steel shall be accurately and securely placed. c. Reinforcing steel shall not be bent or di:;placed for the convenience of other trade: d. Concrete cover shall be 3" + V at bottom of footings , 2" + Lo face of walls on Backfill side , 1V + V to interior face of walls , 2 " + �" in beams and colurvns to main reinforcing. e. Wnimum lap shall be 36 diamcte-s of larger bar. f. All openings in slabs for pipes 3" ro-ind or greater shall be sleeved with standard steel pipe 1" larger in diamete,- than pipe with 4-#4 x 1 ' -6" welded anchors . STRUCTURAL STEEL Z. All steel shall be ASTM A--36 detailed , fabricated , and erected in accordance with RISC manual , seventh edition . :'. . 111 welding shall be done by certified welders , in accordance with minimum AWS Spec. 3. Certif=icates shall be submitted on all welders to the Architect. 4 . See specifications for welding inspection . 5. All connections shall be made with ASTM A-307 semi-finished machine bolts , as noted on these. drawings . GLUED I,AMINATE_D_M.EMBERS I. All gluedlaminated rl,.embers shall be of 24F fb=24000 p. s . i . grade , detailed , fabricated, and erected in accordance with current WWPA standard specifications for glued laminated douglas fir timber. 2 . All glued laminated members shall be notched, shaped, ar3 finished in accordance with plans . Fabricator shall coordinate connection details with manufacturer or fabricated connectors . 3 . All glued laminated members shall be fabricated with waterproof glues . 4 . Camber beams to true straight lines under 1-1� times dead load , unless otherwise shown on drawings . 5. Certificates of inspection from an independent testing lah, ratory shalom be required. 6. Connect all joists , purlins , -o beams with Simpson Standa=rd U-shrap hangers to develop full total load reactions , unless otherwise shown . SAWN LUMBER k 1. All sawn wood shall be coast Douglas fir lumber installed LS re ` g - �� required on nailir.q schedule , on plans , and details , and in specifications . 2 . Grading shall be in accordance with WWFA standard grading rules . a. Grade No. l - joists , purlins , beams , posts , and columns . b. Grade No . 2 - studs , blocking, and bridging. 3 .. All members 2X and less in least dimensions shall be kiln dired . 4 . All members 4X and greater in least dimension shell be free-of-heart center. GENERAL: 1. General contractor shall be responsible for verifying all dimensions and conditions (including openings) with architectural , mechanical and electrical drawings . 2 . Shop drawings shall be required on reinforcing steel , structural steel and glued laminated members and connecting hardware , and shall be approved prior to fabrication . 3. This structure shall be adequately braced for wind loads until the roof and wall units have been permanently attached together. ...• ... •. � Rpt' . •, MOWNa . ! li ill � I � ` � I � Ali ! I � Ali � � � Ali ! i � � I � ! li � ! I ! ill illlill il ! Iy 1111 ! ll ! I ! l , ! liI !i ! l ! ! i ! 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