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Plans (4) BU P2016 - 00242 A B C D E I F I G H 16(4006'—004211e- 135-53 50 Pae4b W RECEIVED oo NOV 3 0 2016 I- WI CITY OFTIGARD J O 5 re 1 BUILDING DIVISION Q = O r O FOUNDATION NOTES w v a , l o 1. SEE A SHEETS FOR ADDITIONAL DIMENSIONS < O N //Q� 2. PLACE 6"COMPACTED GRAVEL UNDER ALL FOOTINGS AND SLABS. Q J F" V 3. C.J. = CONTROL JOIST 0 N N If 4. VERIFY ALL DIMENSIONS W/A-SHEETS, CIVIL DRAWINGS, AND SURVEY LU M 1.-I,i.l in - O 2 M r >. 5r O co v O KEYNOTES 0 / 18" CONCRETE STEMWALL ON 16"WIDE BY 8"THICK FOOTING / � \\ \ 2 �;/ ' 93 0. \\ O 6"CONCRETE SLAB ON GRADE W/#3 @ 18"O.C. E.W. CENTERED IN SLAB, SEE 8/S4.0 / \\\\ $ 11 7/8" RED-165 @ 16"O.C.W/ 1 1/8"TSG SHTG. OVER © o I pq,p aa.o / % -.,``\ I I 0 \\\\ 0 51"x 51"x 18" FOOTING W/HSS 4 x 6 x 3/16 COLUMN, SEE 4/S4.0 J/� / i %�/ 9p00 ` \\\\ O 27"x 27"x 12" FOOTING WITH#4 @ 12" O.C. E.W. 1..1. / \ I \\\\ O 2x PONY WALL ON 16"X 8" CONT. FOOTING, SEE 3/S4.0 Z / ; / �`� I \v \ 0 FP-113\R" i / / / 5 �.,\\ I S© \\ \ 7O 24"x 24"x 12" FOOTING W/(3)#4 E.W., CENTERED ON POST ABOVE / � Q / / / S4.0 \ \ ` — — — — I- —� \\\ ( PROVIDE 18"x 24" CRAWL SPACE OPENING AT PONY WALL TYP. 15'-2" / / /i / \ �'' 1 — 1 \\ 0 / . 7 \ 0 \\\\ O SURVEY CORNER TO BE STAKED, HOLD THIS POINT PER SURVEY / 0 / i / Sa.O I \\\\ 10 BASIS POINT FOR DIMENSIONS © o ,\ O 3 1 / \ I ,... I \\\� \ S4.0 / i x /61 5 . - - \ V\\A / I S-" sa.a I \ \ / ice/ / i' / 1 ; �0 5 � % I I I 1 _._ _ _—_ _—__J 1 V\\A 01 / %/� / © 0 0" 54.0 I / % 0 © \ S4.0 / / 72 S4.0 V\\ -- --- -- -- — -- — -- — -- — - I -- - - -- - 01_. w ._ .. 0 Zw \ a d O_ O_ 0 \ \ O VI us 31-3" I I I / 11'-3" / 0 I I O \\\ zo o 0 1 1 1 I 1 \\\ N w m w © 0 en umn , 4 4 °) sa.o I 1 CI I I I I 1 0 1 1 � ; - � 1 1 1 � v I CO 0000 N 0 \ \ Q \��O \ M m I /II1r' © \ \\ O M 22'-6 3/4" 20'-6 1/2" 10 I I I I I Sa.o \ \\ \ g— o — N N I_ —t— I— — — —O o rTho N 1 1 I \\ o � m0 , � c N vvv M I I I 0 111 0 11 0 © 1 1 \\\ II , v ? o �, �, cg 5 9 11 I \ \ \ M JX 3 1 \\\ \ > W < \ 0 Mrd ^O m 1 I I I I I 1 1 I I \ �\ >- Ap oved of Plans ans © 90 0 0 0 0 1 1 1 I 0 0 0 I 1 \ O j I N N By Date ti i e l6 aa.o o" sa.0 _i_ it _ LEZ JREVISION 00 0 0 OFFICE COPY 4'-5 1/4" 9'-9 1/2" / 8'-10 1/2" / 10'-4 3/4" / 7'-0" / 10'-4 3/4" / 8'-10 1/2" / 9'-9 1/2" / 8'-5 1/4" / 78'-0" / SHEET 6 A noi J S1 . 0 1.1 FOUNDATION PLAN S 1.0 / 1/4" = 1'-0" A B C D E F G H W Ce Z P.T. 2x SILL PLATE nn W/ 5/8" DIA. A.B. 0 I ''V 48" O.C. U.N.O. DO P.T. 2x SILL PLATE NOT COUNTERSINK INTO P.T. 2x SILL PLATE SILL PLATE W/ 5/8' DIA. A.B. 0 J (,) O :.,WI 5/8" DIA. A.B. 0 HANGER PER JOISTS P.T. 2x SILL PLATE 48" O.C. U.N.O. DO re 48" O.C. U.N.O. DO JOIST MANUF. W/ 5/8" DIA. A.B. 0 NOT COUNTERSINo. K INTOI— NOT COUNTERSINK INTO � SILL PLATE -6(a) D SILL PLATE ► �� r�� 48" O.C. U.N.O. DO BLOCKING PER W (- co HANGER PER JOISTS . NOT COUNTERSINK INTO EROP�JNISTS 0 co z SILL PLATE .. o JOIST MANUF. a rataminalivi �_ JOIST MANUF. �, L___ �I J o v cosCO a IS csi ii. `o >c z (1) #4 CONT. o ��to m �� JOISTS a/ M LL to I o "I >c �� 0 JOISTS to f ¢ z (1) #4 CONT. _� WW LA 0 So 4 VERT 0 24" O.C. liMil c LO r } M ^m (1) #4 CONT. a CC r a . ALT. HOOKS • G M F So (i) #4 CONT. . . 2x4 PONY WALL W/ 1/2° s (2) #4 CONT. a • #4 VERT 0 24" O.C. \ 0 Cl) V co • 1' 4" °^ ALT. HOOKS DIA. A.BOLTS 048" O.C. (2) #4 CONT. (a.) (2) #4 CONT. (2) #4 CONT. jr1'-4" Jr \ c-4" 1'-4" 1, (2) #4 CONT. di, 1'-4" di, dr 2 CO 1A FOUNDATION DETAIL 1 g FOUNDATION DETAIL 2A FOUNDATION DETAIL 2B FOUNDATION DETAIL 3FOUNDATION DETAIL J 54.0 / 3/4" = V-0" S4.0 3/4 = V-0" \ S4.0 3/4" = 1 -0 S4.0 3/4" = V-0" S4.0 / 3/4" = 11-0" CI J Q Ce 1"- Ci P.T. 2x SILL PLATE •4"x6"x1/4" HSS W/ 5/8" DIA. A.B. 0 48" O.C. U.N.O. DOCe SLAB AND REINFORCING PER SLAB AND REINFORCING PER NOT COUNTERSINK INTO SLAB AND REINFORCING PER 3 PLAN, THICKEN EDGE BLOCKING PER PLAN, THICKEN EDGE SILL PLATE , 4 PLAN, THICKEN EDGE ('^ — JOIST MANUF. v+ lir" 3/4'x12"x1'-0 111.1141 omoil \5/8" DIA. THREADED 2" MIN. NON SHRINK aROD WITH 6" EMBED GROUT lir LEVELING NUT ,: JOISTS Pill onne ��� JOISTS < \ a ° a cn 4" 4" - 0 4" ' 4" i z ° °a ° a II ° JI° \ I► 2x4 PONY WALL W/ 1/2" \ I -1 2x4 PONY WALL W/ 1/2" m �L zo io ° 4 a ° , DIA. A.BOLTS 0 48" O.C. DIA. A.BOLTS 0 48" O.C. c \ S 4 CA alb a #4 0 12" O.C. CO 4 ' #4 VERT 0 24" O.C. x I- ° ° aa ° E.W. \ \ \ \ ALT. HOOKS TYP. W/ o I- cc - N \ 4 ° 3 4 CONT. AT BTM. a w a o z dip 1'-8' 1' 8" 2' O" ( ) # _ o_ di„ '1" r 1+., O J Ld O N w m > J W O_ O U 4 /4\ FOUNDATION DETAIL � FOUNDATION DETAIL Ig FOUNDATION DETAIL •7 FOUNDATION DETAIL Z S4.0 / 3/4" = 1'-0" \4.0 / 3/4" = 1'-0" S4.03/4" = 1'-0" S4.0 / 3/4" = 1'-0" CO CO D O Q \\moo 0 M 1•0—no\ O ,— N WELDED WIRE FABRIC, 6X6-W2.OXW2.0 IN CONC. SLAB ON METAL DECK w o #4 BAR BEND /7 OVER PANDECK / 5" TOTALDEPN _ N °ijO '° • ° __a_ ° s QZ LO 0) C o J O0 to M .01 ° (073 PLN3 16 GAGE PANDECK \ m N m a� (CONSTRUCTION SHORING } O o (1) #4 BARS CONT. REQUIRED PER MANUF. IN' < o o Fri (9 L- SPECIFICATION) n o a0i 5 � WJX3 3 1/2" CLR. N O a / a Pg O a ° #4 0 12" O.C. ° 6" CONCRETE SLAB ON GRADE° #340 18" O.C. E.W., #4 0 18" O.C. CENTERED IN SLAB { —_ — ° ° E ° ° a 'I I lIII-III-III-�I H I In I rEl I HI I H1 I I-III-1 l InIII-III=111=1IFlII=III=III„�III11,I ° #4 012" O.C. 6" MIN. COMPACTED ° GRAVEL. 6 a ° 6" CONC. SLAB ON SHEET •[ i GRADE PER PLAN rgTh SLAB DETAIL g0 CONC. WALL AND ROOF DETAIL S4.0 3/4" = 1'-0" ( 43/4" .... 1' O" S4 . 0