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B17-0114_S-501_1501879560.pdf
Altil' w. Graphic Scale O 08042 NOTE: INTERIOR FINISHES, EXTERIOR FINISHES, AND INSULATION NOT SHOWN ON STRUCTURAL DETAILS FOR CLARITY 0 1' 2' 3' p r d RE: ARCHITECT FOR REQUIREMENTS BEARING WALL G XCN p c & SHEATHING RE PLAN I Scale: 3/4"=1' j .- E aj Oo FINISH GRADE RE: CIVIL CONTINUOUS HORIZ WALL FOUNDATION WALL W/ N0 U T.O.W. Lim RE: PLAN REINFORCEMENT SPREAD FOOTING N BEARING WALL RE: FOUNDATION SECTION & SHEATH/NG 5/8'0 x 10" A.B. RE. FOUNDATION SECTION FOR REINFORCEMENT 0) RE: PLAN 0 48" O.C. (12" MAX FROM ALL ENDS, (11) X Q O OPENINGS & SPLICES) - — 11-111-111-111-1 N v) O 1=III I1I-III=I1I=I1I /5 FULL HT VERT -0 PT 2x PLATE 8 1/2" EXPANSION JOINT I I I I I W/ 90' STD HOOK 8 U / //8" / -111E1 C' @ 10" O.C., EACH FACE ci z FINISH GRADE CONCRETE SLAB-ON-GRADE 1 �1 1- I 10" MIN N /5 CONT HORIZ / / r 0 U RE: CIVIL /RE: PLAN 10 10" O.C., EACH FACE T.O.W. RE: PLAN 00 • a • FACE MOUNT HANGERS [NOT ® SIMJ Z e ® EACH JOIST STEP BOTTOM OF WALL � ' �, WOOD LEDGER RE. PLAN RE CONNECTION SCHEDULE T. SLAB L ZIPS40;401;eaeaOSI At0.4IPSIPS 4Pa W/7/s'0 ANCHOR BOLTS, 6" EMBEDMENT 4 RE PLAN —111—I 11= 1=111-1 ° — 1 =11= 11= 1 = h 1 III= 1= FREE-DRAINING GRAVEL 16" O.C. • • 1Y2" FLOOR JOISTS W/ i 1 - -III— a �— — CLR GLUED & NAILED SHEATHING ° `-..'I �- • r`;} ' i' LEVELING COURSE RE. PLAN _ (I) .'� .'• ;rl -111=111E= —III— RE GEOTECH REPORT [NON-BRG END ® SIM] HOOK HORIZ FOOTING i f }�~ {•' •`` 111E11 1 1=1 1 (2) /5 CONTINUOUS 1 , •` ••� f 11T. FLOOR DECK `• • REINFORCEMENT DOWN �- ' ! 42204 TOP RE: PLAN W/ STD 90' HOOK + " " '�• • /5 FULL HT VERT ',i ofi'., 7 • t •9 ,.. cc z w W/ 90' STD HOOK • • a , Z 'x Y ' {�•' o EQ 1 / / EQ 12" D.C. 5 a 36" ��r NAL E C.'. � o v) /5 CONT HORIZ •• • 1 36" /5I @ 10" O.C., 0 • @ 12" O.C. EACH Y, EACH FACE 1 ADD /5 x 'r EQ / EQ IN FOOTING 1Y2' CLR- @ EACH HORIZ REINF IN 'r 10" 2'-0" .f' \ FOOTING NI% • • 1 \ o NOTE o • • • : • • • • 3" CLR- I HORIZ FOOTING •• TO PROVIDE STABILITY, "I • • • • • • • • REINFORCEMENT STEP BOTTOM OF FOOTING \ BACKFILL EACH SIDE RE. FOUNDATION SECTION OF WALL WITH EQUAL CRAWL SPACE \ \ LIFTS RE PLABF N . \ (2) /5 CONTINUOUS 3" CLR- 3" CLR- IN FOOTING FOOTING / RE: PLAN / / FOOTING RE: PLAN• / FOUNDATION DETAIL 0 FOUNDATION DETAIL 0 FOOTING STEP DETAIL SCALE 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE 3/4" = 1'-0" BEARING WALL & SHEATHING 5410 x 10" A.B. RE PLAN @ 48" O.C. 5/8"0 A.B. (12" MAX FROM ALL ENDS, U ® 36" O.C. CRAWL SPACEOPEN/NGS & SPLICES) FLOOR JOISTS W/ BEAR/NG WALL (12" MAX FROM ALL ENDS, J © SIM PT 2x PLATE g" GLUED & NAILED SHEATHING RE. PLAN $ OPENINGS & SPLICES) RE PLAN 71— / T. FLOOR DECK 5 VERT W/ STD HOOK #5 CONT, TOP z FINISH GRADE RE. PLAN a :i! !:I ��RE. CVIL -- U12" O.C. T.O.W. ICONCRETE SLAB-ON-GRADERE. PLANRE PLAN % " EXPANSION JOINT (TYP) •T. SLAB ►4 4J _ RE PLAN �� T. SLAB - III III III— _. e_p _p ,� I 1l D RE PLAN =1 =1 =1 VIII \- r•?iYr•iYr•iYY�• 4 a _ - LVL BM , _•_-•_•-• .•,_.: ._._ -I 1 I—III—I ����:� �.� ��!� EQ EQ (2) /5 CONTINUOUS RE. PLAN cE ID TOP D 0 o I s " FREE-DRA/N/NG GRAVEL CRAWL SPACE O CD .� • • \ LEVELING COURSE A_ , ` O \ RE: GEOTECH •REPORT • v m o (2) /5 CONTINUOUS WOOD COLUMN J IN FOOTING 3" CLR- /5 CONT HORIZ /5 FULL HT VERT RE PLAN o W/ SIMPSON BASE & wNO N CO 12" 0.C. W/ 90' STD HOOK CAP m i FOOTING O 12" O.C. v) (O Q0. RE: PLAN 1/2" EXPANSION JOINT 1[1 -• ( V CONCRETE SLAB-ON-GRADE \ L.' ct / EQ / / EQ / 7 RE PLAN 4 FOUNDATION DETAIL EN R ° SCALE 3/4" = 1'-0" ebbfi -a•..-- A X40.00.04040404041 Lo REFTG SCHEDULE 3" CLR 6I• • • • • FREE-DRAINING GRAVEL FOR REINF INFO (TYP) / EQ. EQ. / —T LEVELING COURSE NBF X RE GEOTECH REPORT FOOTING N REPLAN \ / RE: SCHEDULE / 0 Q 3" CLR- ro /5 © 12" O.C., EACH WAY, BOT FOOTING / IN FOOTING RE: PLAN 0 o I co N o, BEARING WALL A BEYOND /4 x 2'-O" CORNER BARS 0 FOUNDATION DETAIL 0 FOUNDATION DETAIL @CRAWL SPACE RE. PLAN ® 12" O.C. (3 MIN) U, SCALE. 3/4" = 1'-0" SCALE. 3/4" = 1'-0" Ti oCONCRETE SLAB-ON-GRADE o c TO.W. (BEYOND) >< f RE: PLAN > z W RE PLAN ate ~ jr v T. SLAB o0I yU. U. Q. RE PLAN X 0 0 • </4 HORIZ 0) o 0 0 N NN cc, ro co i 8" • / O \ V V Q I(4 o JOB NO: 2016-444 TYP WALL REINF DRAWN BY: MAN ,, RE. FOUNDATION DETAIL o til I PE: MAN 0 U Q4 CHECKED Q FILE: ColumbineDrive_struct O O Cb 7 FOUNDATION DETAIL @ DOORWAYS Z SCALE. 3/4" = 1'-O„ E Structural Details 0 0 1 N Permit S-501 N