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00-0824-003 REVISIONS BY 4" CONC. SLAB w/6x6- STRUCTURAL NOTES : W 1.4 x W 1.4 WWF OVER 5 MIL, VAPOR BARRIER ON A WELL C GROUTED CELLS 1.- All manufacturers of Structural Steel and Prefabrirateu Wood '_'russet, COMPACTED FILL 115 CONTINUOUS shall submit Shop Drawings to the Engineer of Records for approval ~ before fabrication. Dimensions and lengths of fabricated units shown on 112 Exp. Uoin t ! c such Shop Drawings are the sole responsibility of the Geperpl Confrp.ctor _._..__ —X X X— : ::� and they are to be verified based on actual field conditions. 2.- Structural drawings shall be worked together with Architectural, Electrical , % and Mechanical drawings. Any discrepancies shall be brought to the attention of the 17 \ \ \YA \\ ` - i// / / / Engineer of Records before proceeding with the work. See foundation schedule ///�jf�\` jj 3.- Contractor shall obtain latest set of drawings including any revision(s) before -' F starting construction. 4.- Known Soil Properties at the construction site indicate shallow surface deposits of > fl undisturbed sand and rocks. The allowable bearing capacity was taken as a m g h' aximum of 2000 p.s.f. (S.F.B.C. 2403.2). A signed and sealed letter by the Engineer of Records y _ ^' � -° will be submitted attesting that the site has been observed and the foundation i - f ` SEC'T°� conditions are similar to those upon the design was based. Scale 3 4"= 1 '-p, p 5.- All details, sections and notes shown on these drawings are intended to be 1, °` O ypical and shall apply to similar situations elsewhere unless otherwise shown. _� ......� - 6.- Field dimensions shall take precedence over scaled dimensions. �, 4" CONC. SLAB w/6x6 e hr W 1.4 x W 1.4 WWF OVER t 5 MIL. VAPOR BARRIER ON A WELL COMPACTED FILL '1.- Contractor shall verify all dimensions and conditions at job site before Qi) TC:- d (Sqe column schedule) commencing any work. p. Joint 8. All concrete shall develop a minimum compressive strength at 28-days /2 Ex ` — of 2500 psi unless otherwise shown on Plans. J • x x x r � \\�\ \ /�� /\\/\\/\\/\<\ / /• 9.- All steel reinforcing shall have the following minimum concrete cover : ��`/i�/f` / - Footings ........................... 3" �i�/ Columns and beams ....,,,. 1 '/2 w �\ Slabs poured on round „ 1 1/Z" a , dat on schedule) J f Design Loads: / Roof; Live Load = 30 .s.f. a c oc Dead Load = 15 p.s•f. w„y / - - ,-' ` r -2 e4 _ N UWQ �; NNil Speed ; 110 m,p,h O based on A,S.C.E. 7-93, "' w • F TG . D ETAI L 3 W Z. • C 0 ,, � Scale 314"- l '-O" a o En i 11.- All reinforcing steel bars shall conform to ASTM -615, Grade 60. "o � a 12.- Concrete Blocks shall be Type.I moisture-controlled units in conformance 21'6 CORNER BARS w/ � � with ASTM ��©' ��cz� -�� �����t� $`, , s t�.a�, ��;` O 30" LEGS EACH SIDE TYP. --- - d Xt��-�"t �. h 13.- Mortar shall comply with the minimum requirements of ASTM 0270 2'"?c A-I` `Nth. P Y q Type M (2500 psi). ����N 14.- Grout for reinforced masonry ( filled cells ) shall meet the minimum requirements of coarse grout, ASTM C476 with a minimum compressive strength of 2000 psi. t4'►—��t 34 ( maximum slump 9"). Use of admixture is prohibited. g p 15.- Welded wire fabric conforming to A.S.T.M. -185 and supported on slab bolsters TYPICAL FO C-T-} N G " spaced at 3'-0" o/c. CORNER BAR DET. ► N.T.S. 16. Structural Steel: NOTE . DETAIL IS TYPICAL AT ALL Structural bolts shall be A-307. r FOOTINGX1S�t � `e . Structural plates and beams shall be A-36. w __-__ r CORNERS dr OR INTERSECTIONS ' I- (Qq x '�"' �fdLi_ �. Structural columns shall be Fy =46 ksi r 17- - Horizontal joint reinforcer shall be provided at eve second course 16 vertically) � c� c� `� 1 g P O - d for all exterior walls. Standard 9 ga., truss type shall be provided. This reinforcement I �w �-� shall extend 4" into tie columns. A 1 18._ f � fit; t� -��, - Backfill construction areas to require elevation shall be placed using clean granular material in lifts not to exceed 12 in thickness. Compaction for construction and footing areas sliall be done using a self-propelled vibrato roller to a minimum of 95% ?- of AASHO T-180C, but not less than 10 passes in each direction. Care shall be taken not to use vibrator near to the existing structure. 19.- Wood rafters and ceiling joists sliall have the following minimums: a 2 , A -TC- �. Fb = 1200 psi i 1 Fv = 95ps r ( 4 E = 1600000 psi 0 [� — gU/L01NG ADDITION! f EXISTING BUILDING, ~ Ly Q BEAM SCHEDULE A , I IN .........................._.........._._..........._,........_ - ;' E 4 EXISTING FOUN'DATiON '\ NEW CONCRETE FOOTING WF-16 Adhesive yste r) , rf t s , SECTION-, rz� ' Scale 314" 1 -Ooo - - -- FOUNDA'T'ION SCHEDULE COLUMN SCHEDULE MARK SIZE REINFORCING MARK SIZE REINFORCING Date e� Scale.c..�����-cwt--b '''�, Drawn - t D �;' f Job a ...1 _ ` �,�*- a\ a •'r : °1v. �,riU1 Sheet Of E> Sheets 24 X 36 PRINTED ON NO.1000H CIEARPRINT a