Segui-Kirby Smith House (City Library) - Third Floor Framing Plan; Section; Detail

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Material Information

Title:
Segui-Kirby Smith House (City Library) - Third Floor Framing Plan; Section; Detail
Physical Description:
Mixed Material
Creator:
Kenneth Smith Architects
Donor:
Shepard, Herschel ( donor )
Publication Date:

Record Information

Rights Management:
All applicable rights reserved by the source institution and holding location.
System ID:
AA00011937:00011

Full Text












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1. QPNBRAb ALL WORK SHALL CONFORM TO THE STANDARD BUILDING CODE. LATEST
EDITION. SEE 30JB SPECIFICATIONS FOR ADDITIONAL REQUIREHENTS NOT LISTED
ON THE DRAWINGS OR IN THESE NOTES.
2. CONCRETE. ALL CAST-IN-PLACE CONCRETE SHALL HAVE 3000 PSI HINIHUH
COMPRESSIVE STRENGTH AT 28 DAYS. ALL STANDARDS OF THE AMERICAN
CONCRETE INSTITUTE (ACI-318) AND MANUAL OFr STANDARD PRACTICE (ACI-
3151, LATEST REVISIONS SHALL APPLY.
3. REINFORCING ALL REINFORCING SHALL BE INTERMEDIATE GRADE BILLET STEEL.
CONFORMING TO ASTH AS615S, GRADE 60. UNLESS OTHERWISE SHOWN, MINIHU1
PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS.
FOOTINGS . . 3" CLEAR
SLABS ON GROUND. . t.s, cLP. FROM TOP .
LAP ALL BARS HAR92D "CONT* 36 DIM, AND PROVIDE CORNER BARS FOS AU


4. Mfh ffffltfAgT t ALL SOIL SSATPam E OOTINGS OR SLABS SHALL BE
SA DT ET TOPROVIDE I mI l" umDENSITY o B OF THE
i mCTOR MAXIMUM DRY DENSITY VALUE AT THE FOLLOWING DEPTHS
SSATH BEARING LEVELS,
A, FOOTINGS 2'e"
SN SLABS 1'e"
S. r 0lTas. ALL FOOTINGS SHALL REST ON COMPACTED EARTH. SEE
SPECIFICATIONS. FOOTINGS ARE DESIGNED FOR A HINIHUM SOIL BEARING VALUE
OF 2 0 PSF. WALL FOOTINGS, WHERE NOT SHOWN OTHERWISE, SHALL BE 12"
DEEP KITH A 4- SPREAD EACH SIDE OF WALL REINFORCED WITH 2-#5
CONTINUOUS AND 83 TIES 0 36-.c.c
. DEATERIIGl. ALL b EXCAVATIONS SHALL BE FREE OF STANDING WATER WHEN
CONCRETE IS PLACED.
7. 8LABSN A ROUiD. WHERE SLABS REST ON COMPACTED FILL, FILL SMALL BB
HAD AS NOTED IN 64. UNLESS OTHERWISE SHOWN, ALL SLABS ON GROUND
SHALL 3B 4" THICK WITH *I-WI.4xWl.4 W.W.F., 1.5" CLR. FROM THE TOP OF
THE SLAB. PLACE 3/8" PR -HOLDED EXPANSION JOINT MATERIAL AT THE
JUNCTION OF SLABS AND WALLS (UNLESS OTHERWISE SHOWN).
8. SHOP DAIIGSS SNOPW DRAWINGS FOR ALL FABRICATED ITEMS SHALL BE
SUBMITTED AND REVIEWED BEFORE FABRICATION IS BEGUN. CONTRACTOR SHALL
CMRULLY CHCK ALL SHOP DRAWINGS BEFORE SUBHITTING FOR REVIEW. IF ANY
1 D TO A SOPRAING AFTER IT HAS SBEN REVIEWED, IT SHALL

9. WILDING, AHSRICAi WELDING SOCIETY -STRUCTURAL WLDING COW- fW SD1.1I)
LATEST REVISIONS SHALL APPLY. ALL WELDERS SHALL BE CERTIFIED, FOR THE
TYPE OF WORK TO BE FORMED, ISl ACCORDANCE WITH APPROPRIATE AWE
REQUIRZHENTS.
IS. ACTUAL TEL. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED
IN ACCORDANCE WITH THS AIKC SPECIFCATIONS FOR BUILDINGS, LATEST
REVISIONS AND JOB SPECIFICATIONS. MATERIAL SHALL bSE
Ai TUBULAR STEEL A8TH AS50, GRADE B, Fy 46 KSI
B. ALL OTHER STEEL ASTH A36.
ALL EXTERIOR STEEL SHALL BE HOT-DIPPED GALVINIZED AFTER FABRICATION
PER ASTH A123 (1.5 OZ./SO.FT.), ASTH A385 & A386. REPAIR DAMAGED
FINISH WITH BEST QUALITY -GALVICON- AND FINISH TO HATCH SURROUNDING
SURFACES.


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