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Home My WebLink AboutBA B C D E F G �JK FI 1' -4" W. x 10" D. 2 CONT. #5'5 SEE 1/56.1 F2 10' -4 5 /a" 20' -D" SEE 1 /56.1 20' -0" 1' -0" W. x 1' -O" D. 20' -O" 20' -O" 20' -O" H ID' -4 5 /b" Fl T51" x7" x 1/2" I' -2 112" 2'40" W. x 10" D. 2' -g 1/2" SEE 2/56.1 F(b - -I 1/56.1 w/ 125/56.1 BASE fE SEE 2/56.1 F1 2'40" W. x 1' -8" D. 2 52.3 F5 _ FS r 2 CONT. #5's T45 Floor Live Load 2' -,4 I/2 SEE 6156.1 2 GONT. #5's TdB G13 Flo 3'40" x 3'40" x 1' -0" D. 4 - #4's EA. WAY BOTT. centering shall bear 1 -1/2" minimum at ends and sides. Provide a FI- 4' -0" x 4' -0" x i' -8" 0.1 p� Building Code is required for concrete, reinforcing steel, bolt u square foot area installation, epoxy anchor installation, and expansion anchor Provide #4's a 12" each way located 2 -1/2" from the top of the slab. �� u installation. Corridors = 100 PSF V� _J_J SHOP DRAWINCGS Wind Load ------ - - - - -I - - -- - - - - -- - -- - - - -- - ----- steel, structural steel, and wood trusses. 3. I- b. ' ' FOOTING WORK flute and at 12" centers where deck is parallel to steel Classroom Area (Phase 1118): Allowable Sall Bearing Pressure = 2,000 supports. P5F. Foundation design based on geotechnical report prepared by Alt - - - - -- ---- - - - - -- -FI --� 3 Wltzig Engineering, Inc. dated November 41, 14,45. other work. B. Screw sideseoms with 1410 TEK screw midway between supports. Fo er It Sanctuary (Phase V): Allowable Soil Bearing Pressure = 3,000 Pipes and other work which require trenching adjacent to pad footings All edges and openings in deck shall be supported. Unless noted or P5�. Foundation design based on geotechnical report prepared by and parallel to continuous footings shall not be located below lines approved otherwise, provide support with 3" x 3" x 3116" angle Earth Exploration, Inc. dated July Ig, Igg6. extending downward from the bottom edges of the footing at a slope of framing attached to steel joists. r -- �• - STRUCTURAL - - - - - - - - - - •� - -- - •- - - - - - - - - - - - - - - - - - - - - - - - - - - •� - - -- - - - - - STRUCTURAL- STOOP Do not support concentrated loads from steel roof deck. Reinforcement A5TM A615, Grade 60 Unless noted otherwise, slab -on -grade shall be 4" thick with 6x6 WIA I I STOOP x WIA W.W.F. with, vapor barrier and granular fW beneath the siab- chord. Structural Steel A56 Unless Noted Otherwise on- grade. U� Not more than 400 pounds may be supported from one steel joist bottom Tube Steel Fy = 46 K51 Coordinate slab -on -grade work with all other work. Provide thickened chord. slabs, depressed slabs, equipment pads, etc., as needed. 2 5. Unless noted otherwise, requirements given for one or more locations Coordinate the arrangement, distribution, and location of also apply at other locations at which conditions are similar. The 14. All reinforcing shall be continuous unless noted otherwise. mechanical, electrical, and piping systems work so the weight of the requirements given shall be adapted to conditions at such other Continuity at corners and intersections shall be achieved using L- work does not exceed the provisions above. When necessary, s6.1 sb.l secondary framing, bridging, or other means shall be provided to contact lap splices shown on the shop drawings. Unless noted distribute loads. The structural drawings are to be read in view of all other drawings otherwise, the following lap splices shall be used: I and all specifications. Coordinate all work shown with all other Ig. ABBREVIATIONS work. Location #3 #4" #5 #6,I #"I" a� T.O. = top of T.S. - tube steel 1. Shop drawings for any part of the work shall show the interface with Concrete 20 20 26" 33 45 " T.O.B. = top of beam TYP. - typical T,401. and provisions for related other work including such adaptations of TIrp. T.O.F. = top of footing -,ONT. = continuous requirements given as many be necessary. Masonry 20" 24" 30" 36" 48" - I I = = 51M. similar OFF. opposite b. Contractor shall cross check dimensions and elevations between 15. MASONRY WALL CONSTRUCTION architectural, mechanical, and structural plans and notify Architect I \0 I of any variance before Contractor begins work. i Q0 1 All reinforcing shall be continuous in grout - filled cells. See note above for continuity requirements. I I 2 1 1 1 I I I I I I I I Sa.3 I I F6 I I , „I I '0 i FOOTING 5CHE:�ULF. MARK 51ZE REINFORCING REMARKS FI 1' -4" W. x 10" D. 2 CONT. #5'5 SEE 1/56.1 F2 2-O" W. x 10" D. 3 CONT. #5's SEE 1 /56.1 F5 1' -0" W. x 1' -O" D. 2 CONT. #5's 05 F4 54" x 3'4" x 1' -0" D. 4 - #4's EA. WAY BOTT. T51" x7" x 1/2" F5 2'40" W. x 10" D. 2 CONT. #8'5 T45 4 #4 STIRRUPS 0 12" SEE 2/56.1 F(b 2' -a" W. x 10" D. 1/56.1 w/ 125/56.1 BASE fE SEE 2/56.1 F1 2'40" W. x 1' -8" D. 4 CONT. #8'5 T45 4 a - #4 STIRRUPS a b" EA. SIDE OF COLUMNS d #4 STIRRUPS 6 16" REMAINDER EXTEND 2 - #b's T45 ONE LAP SPLICE INTO FOUNDATION WALL EACH END FS SEE 5/561. x CONT. 2 CONT. #5's T45 Floor Live Load Fq SEE 6156.1 2 GONT. #5's TdB G13 Flo 3'40" x 3'40" x 1' -0" D. 4 - #4's EA. WAY BOTT. centering shall bear 1 -1/2" minimum at ends and sides. Provide a FII 4' -0" x 4' -0" x i' -8" 0.1 5 - #4'5 BOTT. PERPENDICULAR TO F1 Building Code is required for concrete, reinforcing steel, bolt COLUMN 5CHEDULE MARK SIZE REMARKS Cl T5 3" x 3" x 5116" SEE 10/56.1 02 TS 5" x 5" x 3116" SEE 6/56.1 G3 T5 5" x 5" x 3116" SEE 1 /56.1 G4 T51" x 1" x 3116" SEE 3/56.1 05 T51" x 1" x 318" SEE 3/56.1 G6 T51" x7" x 1/2" SEE 3/56.1 01 TS 1" x 1" x 318" 1 /56.1 w/ 125/56.1 BASE fE G8 T51" x 1" x 1/2" 1/56.1 w/ 125/56.1 BASE fE 041 WIbx26 010 WIbx2(0 SPECIAL INSPECTION 011 Abx31 Floor Live Load 012 Wlbx4o maximum concrete slab on 1 -1/2" galvanized steel centering. The G13 4 "cD STD, PIPE BEAR ON PEDESTAL PER 1/56.1 WELD STEM OF WT5XI1 TO COLUMN F6 FLANGE ON COLUMN 4-,. BOLT W12 i -��' I TO AT FLANGE. USE AT LENGTH 8 BOLTS PER 28/56.1 (3 PLA0E5) WI2xl4 i 0 \, J�0'1 I i - WI2xl4 3 1 12" X 3 1/2" X 1/4" EDGE ANGLE FIELD I ( H// 1 1 2 L HELPED LONG WELD 0 24". TYP, ALL WI2xl4 EDGES OF MEZZANINE I I PROVIDE I - #4 ON ALL SIDES OF O OPENING. BEAR ON CENTERING $ �t EXTEND 2' -0" BEYOND EDGES OF x Q I WI2x14 OPENING. WI2xl4 ,,- -WELD A FULL HEIGHT 3/8" fE TO BEAM 4 WEB. BOLT W12's TO FE. r") J- ® 3 1/2" CONCRETE SLAB ON I" 269a. GALV. WI2x14 STEEL CENTERING w/ 6x6- W4.OxW4.0 W.W.F. LOCATED 1 1/2" FROM THE TOP OF THE SLAB. r W.W.F. SHALL BE FLAT SHEETS, LAPPED 1 1/2 WI2x14 5PACE5 AND TIED AND SHALL BE SUPPORTED I I I 1 IN PLACE PRIOR TO CONCRETE PLACEMENT. i 2 I I \0 WI2xl4 / WELD WT5xll FLANGE TO COLUMN. S6'I i 1 0 -- 80LT WI2xl4 TO AT STEM. I TYP. N - 4 1 � I - N ° . l0' -2" 1 2 0.< �\ 1 I 6\ l0' -2" i I r- I I S6•I I I m A B C 1 - a, 56.1 ""' I I ua. _ ( L-- -- -- - - - -- -- -- - -- - - - -- ----- - - - - -- ---- - - - - -- gr_��°Pf� °PP °PI' - -' - - - _ MECHANICAL MEZZANINE FRAMING PLAN _ 1 NO EXPANSION JOINT NO EXPANS ►ON JOINT I FI `-� � FOOTING AND FDTN. V� V� IN FOOTING AND FDTN. _ _ WALL �C \\ b�� 52.3 AAA 52.3 \\ o°`' �o°'� WALL STRUCTURAL I I ( I O NORTH SCALE 1/8 = t' -0" �0� • �j -, FI r I I I I I I ( I I 0 0 p p' STOOP t` \ I I fI I - I I I ( Fi CONCRETE PEDESTAL w/ 4 - 55 VERT. TRGTURAL DOWELS INTO FOOTING If #3 STIRRUPS STOOP FI ( STRUCTURAL ( 04' a 12" ( 1 1/2" GLR.) 1YP. 4 PLACES STRUCTURAL I FI Al. STOOP STOOP 8 I 20' -2 5 /6" ° 18' -10" 22' -0" 18' -10" 20' -2 5/8" I,d I N 22 I I I x. �C ' A\° I L- FI i i J 56.1 4 F2 1 1 0 -° p• 0' �0 +JO' A\ • a F2 I ° r 56.1 p 4' -0" 4' ° 41-011 4' -0" 1 TYP. I I TYP I m - - _ 56.1 - I �ry Q 4 J 56.1 I I ro �A QA EXISTING BUILDING 51 RUCTURAL NOTE5 GENERAL I. CODE: I .4 41I Uniform Building Code with q. The design of the structures shown is based on interaction of various All openings shall have a lintel at the head. igg3 Title 615 Indiana Amendments materials and connected parts and the design loads noted above. The strength and stability of construction underway may, therefore, Submit reinforcing shop drawings for masonry work. Show the 2. STRUCTURAL DESIGN LiNE LOADS depend on supplemental temporary supports, bracing, or other location of openings in masonry and the location of reinforcing measures. Determine the need for and provide all such measures. including lap splices. Ground Snow -Load 20 PSF 10. SPECIAL INSPECTION 16. "STRUCTURAL STOOP" noted on the plans shall be a 4" minimum, b" Floor Live Load maximum concrete slab on 1 -1/2" galvanized steel centering. The Classrooms = 40 PSF Uniform Load and 1,000 Lb. Special inspection in accordance with Section 306 of the Uniform centering shall bear 1 -1/2" minimum at ends and sides. Provide a Concentrated Load acting on a 2 -1/2 Building Code is required for concrete, reinforcing steel, bolt 2" air space between the bottom of the deck and the loll below. square foot area installation, epoxy anchor installation, and expansion anchor Provide #4's a 12" each way located 2 -1/2" from the top of the slab. installation. Corridors = 100 PSF 11. METAL ROOF DECK 11. SHOP DRAWINCGS Wind Load Roof deck shall be attached as follows unless noted otherwise on the Basic Wind Speed 15 MPH (Exposure G) Shop drawings are required for concrete mix design, reinforcing plans: steel, structural steel, and wood trusses. 3. FOUNDATION DESIGN CRITERIA A. Acid to steel supports with 5/8" diameter puddle weld at each 12. FOOTING WORK flute and at 12" centers where deck is parallel to steel Classroom Area (Phase 1118): Allowable Sall Bearing Pressure = 2,000 supports. P5F. Foundation design based on geotechnical report prepared by Alt See plans for Footing Schedule. Coordinate footing work with ail 3 Wltzig Engineering, Inc. dated November 41, 14,45. other work. B. Screw sideseoms with 1410 TEK screw midway between supports. Fo er It Sanctuary (Phase V): Allowable Soil Bearing Pressure = 3,000 Pipes and other work which require trenching adjacent to pad footings All edges and openings in deck shall be supported. Unless noted or P5�. Foundation design based on geotechnical report prepared by and parallel to continuous footings shall not be located below lines approved otherwise, provide support with 3" x 3" x 3116" angle Earth Exploration, Inc. dated July Ig, Igg6. extending downward from the bottom edges of the footing at a slope of framing attached to steel joists. I horizontal to I vertical. Pipes and other work perpendicular to 4. MATERIALS continuous footings may be located beneath the footing. 0. MECHANICAL, ELECTRICAL, AND PIPING 5Y5TEM5 WORK: Concrete 3,000 P51 a 28 Days 13. 5LAB -ON -61RADE CONSTRUCTION Do not support concentrated loads from steel roof deck. Reinforcement A5TM A615, Grade 60 Unless noted otherwise, slab -on -grade shall be 4" thick with 6x6 WIA Not more them 200 pounds may be supported from one roof truss bottom x WIA W.W.F. with, vapor barrier and granular fW beneath the siab- chord. Structural Steel A56 Unless Noted Otherwise on- grade. Not more than 400 pounds may be supported from one steel joist bottom Tube Steel Fy = 46 K51 Coordinate slab -on -grade work with all other work. Provide thickened chord. slabs, depressed slabs, equipment pads, etc., as needed. 5. Unless noted otherwise, requirements given for one or more locations Coordinate the arrangement, distribution, and location of also apply at other locations at which conditions are similar. The 14. All reinforcing shall be continuous unless noted otherwise. mechanical, electrical, and piping systems work so the weight of the requirements given shall be adapted to conditions at such other Continuity at corners and intersections shall be achieved using L- work does not exceed the provisions above. When necessary, locations. shaped rebar. Continuity at other locations may be achieved using secondary framing, bridging, or other means shall be provided to contact lap splices shown on the shop drawings. Unless noted distribute loads. 6. The structural drawings are to be read in view of all other drawings otherwise, the following lap splices shall be used: and all specifications. Coordinate all work shown with all other Ig. ABBREVIATIONS work. Location #3 #4" #5 #6,I #"I" T.O. = top of T.S. - tube steel 1. Shop drawings for any part of the work shall show the interface with Concrete 20 20 26" 33 45 " T.O.B. = top of beam TYP. - typical and provisions for related other work including such adaptations of T.O.F. = top of footing -,ONT. = continuous requirements given as many be necessary. Masonry 20" 24" 30" 36" 48" U.N.O. = unless noted otherwise O.G. - on center = = 51M. similar OFF. opposite b. Contractor shall cross check dimensions and elevations between 15. MASONRY WALL CONSTRUCTION architectural, mechanical, and structural plans and notify Architect of any variance before Contractor begins work. Requirements for masonry wall construction are given on the drawings. All reinforcing shall be continuous in grout - filled cells. See note above for continuity requirements. 56.1 4 I TYP. 56.1 56.1 8 � F2 56.1 - - -- - - - - - - - - - - - - -- ----- - - - - -- - --- - -L--�� rrP. ---- - - - - -- ---- - - - - -- F2 I I I I I I II I i ° FI I l STRUCTURAL J I I 1 1 STOOP (` I II CONCRETE ELEVATOR PIT, I I s; FI I ( I I 8" CONCRETE SLAB 4 WALLS m / #4' 12" EACH WAY EXISTING BUILDING eiliz1, i FOUNDATION PLAN NORTH 1 I L w s® - -1 CENTERED I I I I I I n iU I 0 I 10 I I 56.1 I II II II II I I 101 II II I) II 4 I II s6.i i I I i it TYP. I i I II /a 1 II I TYP. II F8 F3 F3 i I� II I F2 I I I �i II I •) II II ;I II II ° I I F2 J X6.1 L 01 Iai I °i r I 1 1 I I I I I STRUCTURAL I GMU WALL w/ #5 VERTICAL I I F3 I I I I F2 I I I STOOP I BARS AT END OF WALL, JAMBS (I I I I I I I AND AT b' -O" CENTERS BETWEEN. \ I PROVIDE 2 CONTINUOUS HORIZONTAL II _J 1 I #4's IN A KNOCK OUT BOND BEAM r I I I I L- I a llo' -o" AND AT TOP of WALL I _ J o f I I I F2 I I �tK U i I I I II I I 4 a I TYP. I 56.1 TYR F2 I I F3 I I I I I I I I I I IL -- - - - - -- - - - - ----- - - - - -- I I- -J I ------ - - - - -- - - -- --------------- - - - --J F2 I 56.1 22 TYP. 56.1 o °I a> a � o = n m W o o a m ❑ a v � v ° � W °? = v CL U O ,� - Za 2 tc�n Q d i = N rn 3 V Q O y Cn U W N '_ 0 _X_ o C, cn w rn ~; o " � ` ` s v C ° _o ; o 0 to a> o 'v o z F- U y °a te O 0 W U Z Q W U) Q z W d 0 Q 0 0 (0 W W U Z Q Q z W ❑ V Z o Z U Z W Z W U o J Z ■ �� Q (p x Cn � Q z M o ❑ � N Z � N W .r W co Z V Q �- (n �o N (Q W z z� C Z 0 E W 0 MIC W o z O Q (0 � o Q � z W Q � o