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HomeMy WebLinkAboutPlansIN 00 N N I I Q0 W W IY W O �© O C O W ::D 0-0- 0 1 1 1 � � O I `- I ~ � O O O O© ro ^O Ln o N N I I Q0 Q0 O O IN 24'-6" d '-10"1-12'-4"- 24.6" Sq -98'-3" OUT -TO -OUT OF CONCRETE- ___98'-0" OUT -TO -OUT OF STEEL 24'-6" 3 24'-6" 6 CONCRETE FLOOR SLAB / #4 BARS @ 24"o.c. EACH WAY -4" '-4"- 12'-4"------5-�- '-10"--5'-10"-12'-4"- 8'-0" OUT -TO -OUT OF STEEL -3" OUT -TO -OUT OF CONCRETE C� FOUNDATION LAYOUT SCALE: 3/16" = 1'-0" FOOTING SCHEDULE MARK FOOTING SIZE (WIDTH x WIDTH x THICKNESS) REINFORCING PIER (WIDTH x LENGTH) OF HAIRPINS F1 4'-0" x 4'-0" x 12" (4) #5's E.W. @ BOTTOM (6)1#5 VERTICALS (1) #5 @ 45' 1 F2 N/A N/A (6)#5 VERTICALS N/A 14" x 14e F3 N/A N/A (6) #5 VERTICALS N/A NOTES: 9-411­4�,-4„ ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION -24'-6" ' 12-4" 24'-6 - '-10" I„ P= OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION J500 PSF Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Platy Review Notations. —j W SUBJECT TO NOTED W W EXCEPTIONS & INSPECTIONS W U ~ z GARFIELD COUNTY = O ©� O BUILDI DEPARTMENT 1 LL U DATE toll I BY NfN1G_L0 O W FIELD COPY �- o NO INSPECTION WITHOUT O O I— THESE PLANS ON SITE O Page Of ;N O I O tECTRICALPERWTTING&iNSPECTIONSARE BY THE COLORADO STATE ELECTRICAL BOARD � I 0 ELECTRICAL ROUGH IN APPROVAL IS OREQUIRED AT FRAMING INSPECTION p „(►,, . .1. a�� fi'QN g Q f ppr�y{� �O ELECTRICAL FINAL APPROVAL IS I jv j REQUIRED ATCORNAL INSPECTION A 44A- a 04 `V 1210" 7 O GEN. NOTES & SPECI EI CATI ON S: CODE: 2015 INTERNATIONAL BUILDING CODE LOADS: DESIGN BASED ON LOADS PROVIDED BY STEEL MANUFACTURER SOIL: SOIL BEARING CAPACITY EQUAL TO 1500 PSF AT BEARING DEPTH. FOOTINGS: ALL FOOTING THICKNESS AS SHOWN. AL FOOTINGS ON 6" MINIMUM COMPACTED GRANULAR. - CONCRETE: CONCRETE FLOOR SLABS SHALL CONFORM TO A 28 DAY STRENGTH OF 4000 psi MINIMUM AND FOOTINGS TO A STRENGTH OF 3000 psi. CONCRETE DESIGNED IN ACCORDANCE WITH ACI-318-05 STANDARDS. ALL CONCRETE MUST BE MECHANICALLY CONSOLIDATED. EXPANSION JOINT LOCATIONS PER CONCRETE CONTRACTOR. REINFORCING: REINFORCEMENT SHALL BE DEFORMED ASTM A615, GRADE 60, DETAILED AND SUPPORTED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. CLEARANCES FOR THE REINFORCEMENT: CONCRETE ,PLACED DIRECTLY ON EARTH, FOOTINGS ..... ....... 3" SLABS ON EARTH...........................................SLAB MID —DEPTH GRADE BEAMS/WALL; BOTTOM................................................3 GRADE BEAM/WALLS; TOP AND SIDES ...... ..........................2" WALLS, COLUMNS, BEAMS: OUTSIDE FACE......................1 1/2" WALLS: INSIDE FACE........................................................1 1/2„ FORMED SURFACES EXPOSED TO WEATHER OR EARTH: #5 BARS AND SMALLER...................................................1 1 /2" #6 BARS AND LARGER. " STRUCTURAL SLABS, JOIST: TOP & BOTTOM, STAIRS EXCEPT AS INDICATED ............................ ..........................3/4„ LAP SPLICE LENGTH SHALL BE A MINIMUM OF 24" FOR #5 BARS AND 18" FOR #4 BARS U� E-� W I w CID U 0 ~ a bi _j O 2 U J () V) z vi Z U w W o N J W Q V Z Ld = ►� � x W O MLU O OIL Z Li 60 Orn 0 x _Z Q�NN Q W Z E•1 (0"'LLJ rnrn 00 z - t 7 An un � M Wino Z x Z z n W "i w V) N ILA. a. r� v �Iv to %a ..... DATE: 8/ 15/ 18 1L DWN BY: ARS DESIGN BY: ARS' CHK. BY: D.D.B. REV: 1:\ALEX\2018\Ta11y Ho Construction\Greg Mackey - N OI DLI n oa 0 0 3 ca o J d m 05 0 0 0 A C, L C C3 m U 67 M d x C/]