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Home My WebLink About3377-3120 I-411 190 I � A-4 4 43 -------------------------- ----------------------- ----------- --------- , -r- 11111111HIIIIII 11111111 111111 till 1111 1111 1111 1111 111 ----------- .f I I 4 5'-2" 5'-2" 778 317 r�, i 1 I' it I p" {{¢}L1l I 1 V I ry fdl 1 6 I ry N I I 5 v 3 in PO eV ____ _ _ _ L_ __ L_____ -------------- 7 ----------- I 121_01; t 03 \��, \o,- \ \b,, i ! ;11 I '�j I I I 1 I 1 xu I i I 3 I I 1\1 6 1 I 1 1 I 14 I I J 1 I 1 bR i IN 6 NNNi I 11 II -0' 11 11 I, I N I i I I 4 O i i I 3 L J L J L J 31-2" 3'-2" 778 8°-111 i I ��. L___ __! _______—___—_—__---------------- J 4 , 43 , I 91_81 20'411 11 I50'-0" FOUNDATION PLAN 1/411= I'—O" 12 3D: , :"1 n' n I.n n :nl n n In ini h rl n n nl n n. n n� n n r 4 - 2'-O" 61-811 ' 11_4" _4" 61_811 /ERE . PIER PIER PIER FizONT ELEYAT 1 ON 12 a 8 PIER 2'-011 VERT PIER O I N O N 41_8" 21_OII I 21 211 775 O i- 3 775 21-0114 21-6" —41-811-81" — #5 BARS VERT. # 24" O/C — #5 BARS HORIZ. ® 24" 0/C — (3) #5 BARS GONE. #5 BARS ® 24" O/C j I I'-611 CONT, T'YFir-.AL SECTION n all r 2` V�^:"r- N O O — #5 BARS HORIZ. ® 24" O/C #5 BARS VERT. ® 24" 0/C gz F F(3) #5 BARS CONT. 4 �— #5 BARS ® 24" 0/0 I'-01 CONT. SECTION AT INTERIOR 1NALL 3 1_OII O 3 -4 I�[y �I -4 b -8 1��pA�� 1 II 1 CONCRETE NOTES: O -O" 7 -4 1 71 11 24" 50UARE 1 iv v f •VIS.. BLOCK COLUMN r(T R� V ry (2) #5 BARS — $ 2. 4 yu CONT. PIER PIER PIER (4) #5 BARS BELOW NATURAL GRADE, ALLOWABLE SOIL BEARING PRESSURE IS 1,000 PIER TAN 8x8x1b 4 -SCORE O L��T VERT. SPLIT ONE SIDE DEEP-5CORED CONCRETE BLOCK CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES, r expressly reserves his common law copyright and other property rights in these plans. These pans are not to be reproduced, changed #5 BARS VERT. — OMISSIONS, OR ERRORS ON THE PLAN, BEFORE CONSTRUCTION. ® 24" O/C OTHERWISE IT SHALL BE DONE AS INTENDED BY THE ARCHITECT. F.F. :o Q THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION — #5 BARS VERT. # 24" O/C — #5 BARS HORIZ. ® 24" 0/C — (3) #5 BARS GONE. #5 BARS ® 24" O/C j I I'-611 CONT, T'YFir-.AL SECTION n all r 2` V�^:"r- N O O — #5 BARS HORIZ. ® 24" O/C #5 BARS VERT. ® 24" 0/C gz F F(3) #5 BARS CONT. 4 �— #5 BARS ® 24" 0/0 I'-01 CONT. SECTION AT INTERIOR 1NALL 3 1_OII I I 2'-0" 3 -4 I�[y �I -4 b -8 1��pA�� 1 II 111 2 -O CONCRETE NOTES: �I -4Q/ -O" 7 -4 I 71 11 24" 50UARE 1 ALL CONCRETE SHALL WITHSTAND 2,500 LBS. PER SQUARE INCH -. f •VIS.. BLOCK COLUMN r(T R� V VER 2. 4 yu PIER PIER PIER (4) #5 BARS BELOW NATURAL GRADE, ALLOWABLE SOIL BEARING PRESSURE IS 1,000 11.41,7'--4" 7'--4" 'rR VER . RI&HT ELEVATION 1/411= I1-0 1' NORTH 12 2'-O' ✓ER . 2'-011 ✓ERT PIER (2) #5 BARS CONT. O TAN bx&xlb 4 -5CORE SPLIT ONE SIDE DEEP -SCORED Y CONCRETE BLOCK #5 BARS VERT. ® 24" 0/C �z 4� �F FF. 5EE ELEVATIONS FOR BOND SEAM LOCATION #5 BAR5 VERT. ® 24" O/C #5 BARS HORIZ. ® 24" O/C (5) #5 BARS CONT Plan Notes • F11ori 3-09 4" THICK CONCRETE SLAB ON 2" SAND OVER 6 MIL 11VISQUEEN" VAPOR BARRIER ON 2" SAND WITH 6" x 6" x #10 x #10 WELDED WIRE MESH IN CENTER OF SLAB. 3-190 CONTINUOUS CONCRETE FOOTING WITH (3) #5 REINFORCING BARS. (SEE WALL SECTIONS) #5 BARS ® 24" O/C 3-775 SHADING TO INDICATE 33" WIDE x 24" DEEP CONCRETE GRADE BEAM 1-61 FOOTING WITH (2) #5 BAR TOP & BOTTOM (LONGITUDINAL) DONT. 4-43 8" THICK BLOCK WALL WITH #5 BARS EACH WAY (SEE ELEVATIONS FOR TYPE & COLOR OFSLOCK) 4-788 GREY 6" THICK STANDARD PRECISION CONCRETE BLOCK 15-10 SLOPE CONCRETE SLAB TO FLOOR DRAIN AS SHOWN. (2%MAX SLOPE) TYF I SAL SES T I ON 1 #5 SAR5 I7 24" O/C Q #5 BARS VERT. ® 24" O/C gZ Q� 4 in MORTAR GAP (5) #5 BARS CONT. #5 BARS ® 24" O/C CONT. SECTION AT SECTION AT E30ND SEAM 4 URINAL FART I T I ON 5 b" i— MORTAR GAP - Kr LP1t�.t P'YVI�IL. � ® 24" O/C _O_ r `fl #5 BARS VERT. ® 24" O/C gZ df F F (5) #5 BARS CONT. P #5 BARS ® 24" 0/C CONT. SECTION AT TOILET FARTiTON 6 n i vvLurnvS 0 I 8 I I 2'-0" 3 -4 I�[y �I -4 b -8 1��pA�� 1 II 111 2 -O CONCRETE NOTES: �I -4Q/ -O" 7 -4 I 71 11 24" 50UARE 1 ALL CONCRETE SHALL WITHSTAND 2,500 LBS. PER SQUARE INCH VEER f •VIS.. BLOCK COLUMN ULTIMATE COMPRESSIVE STRESS AT 28 DAYS, R� V VER 2. ALL LOAD BEARING FOOTINGS SHALL BE A MINIMUM OF ONE FOOT (1'-0") VER �j PIER PIER PIER (4) #5 BARS BELOW NATURAL GRADE, ALLOWABLE SOIL BEARING PRESSURE IS 1,000 PIER i��AR �L��ATION L��T VERT. LBS. PER SQUARE FOOT PER TABLE 18-1-A2001 C.B.C. 3. CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES, 2003 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These pans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be ossigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. OMISSIONS, OR ERRORS ON THE PLAN, BEFORE CONSTRUCTION. OTHERWISE IT SHALL BE DONE AS INTENDED BY THE ARCHITECT. 4. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SUPERVISION OR DEVIATION FROM THESE PLANS WITHOUT PRIOR _z WRITTEN APPROVAL. J 5. ALL REINFORCING BARS SHALL COMFORM TO AS.T.M. A-615, GRADE 40. (2) #5 BARS LAP A MINIMUM OF 40 DIAMETER AT ALL SPLICES. m TOP E BOTTOM 6. ALL ANCHOR BOLTS SHALL PROJECT FROM THE SAME ELEVATIONS. ALL �- , + ANCHOR BOLTS TO CONFORM WITH A.S.T.M. A-307 + 7. THE CONSTRUCTION SHALL COMPLY WITH THE C.B.C. LATEST EDITION Q :d �. AS AMENDED BY THE LOCAL AGENCY HAVING JURISDICTION 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. in l I•I,-4„ 3. ANY ENGINEERING DESIGN PROVIDED BY OTHERS MUST BE SUBMITTED FOR REVIEW AND SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED ENGINEER 2'-0"10. ANCHOR BOLTS MUST BE TIED IN PLACE PRIOR. TO FOUNDATION 11_011 INSPECTION. I 11. FOOTINGS SHALL BE CENTERED ON CENTERLINE OF COLUMN ABOVE L� yy�� I`A�E �EAIYI UNLESS OTHERWISE NOTED MASONRY NOTES: n i vvLurnvS 0 I 8 I I 2'-0" 3 -4 I�[y �I -4 b -8 1��pA�� 1 II 111 2 -O �I -4Q/ -O" 7 -4 I 71 11 I VEER f •VIS.. � 1YL1o1! R� V VER VER �j PIER PIER PIER PIER PIER PIER PIER i��AR �L��ATION L��T �L�YATION © 2003 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These pans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be ossigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect. 1. ALL MASONRY UNITS SHALL CONFORM TO ASTM C•90, GRADE "N" MEDIUM WEIGHT. 2. GROUT SHALL CONFORM TO ASTM C-476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. GROUT SHALL BE MIXED IN THE RATIO BY VOLUME OF ONE PART PORTLAND CEMENT AND THREE PARTS SAND 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 4. MASONRY UNITS SHALL HAVE Af'm OF 1.500 PSI AT 28 DAYS. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40, AND SHALL BE LAPPED 40 BAR DIAMETERS WHEN SPLICED 6. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT IN LIFTS NOT TO EXCEED 4'-0". VERTICAL BARS SHALL BE HELD IN POSITION TO MAINTAIN CLEARANCE FROM MASONRY DURING GROUTING. ALL DEBRIS, AND MORTAR DROPPINGS SHALL BE CLEANED OUT BEFORE GROUTING. 7. ALL CORNER CELLS SHALL BE GROUTED SOLID WITH ONE #5 BAR FULL HEIGHT, 8. SPECIAL INSPECTION REQUIRED FOR MASONRY WALLS.