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HomeMy WebLinkAboutB18-0100_REV2 Approved Plans_1543530061.pdf 0 CIF I/4 0 0 Ac 0 0 Bb Bc Bd L.44 1111 '1111 15/ 11/29/18 @ i•••=8:mo.±1 liL....8m- i 1..=.11 ''' 8L....8=.8 ..=.11 "' 8L....8m- i 1..=.11 ''' 8L....8m- i 1..=.11 ''' 8L....8. 1 98 iiii 17 iii iii IIIII 61 — — :-•IRIIIE yes-•11Qlr iIIRIIIE liii-IIRIIE :::MPIIIEI"i::•-•INIIEI :::-•IIQmc:e:::-•Iln111EI :::-'IIRIP"e:::-'11Qllri IIRII,c:::e:::-' IIIEII — — — — CD1S7 YO tIIL�!:�.i-:' IILi!:_.:.-• IIL•!:�.i-:' IILi!:�a-' IIL•!:�.i-' IILi!:�a-' IIL�!:_.:-:' IIL�!:� -• IIL�!:_.:-:" IILi!:_.:.-• nL•!:�.i-:" IILi!:�.1='IT -6 • + 0 0 + ii iii III i!!!II iiiii iii_2 id iiI iii li il ilii iiiii N- Iii +� hill iiiii rn j /1 lig /� iiii iiia .(7) - rn iii5 _iii i1! I orn FA' iiiii rn iiii Mil IP U ,i- CD' - - - - - - - - - - - - - - - - - - - - --- - - --- - II_..._... Till_..._... II_..._... 7111_..._... II_..._ -°l +�■I!!_:::_: :::nll!!_...e. ■I!!_:::.. ■I!!_..._. ■I!!_..._. ■I!!_..._. nil!!_..._. 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U N °�n° i p iii!;' 2 - !� A +41' rrj +6 i2 ,b- ,§,v HANGER ATTACHM=NT �+ �ird-�ij N S6 �^Iti S�nT [(2)-EA. SIDE OF HAN ER] 6 iiii III 1! ii!!!i•"•'•i. i!!! "!_!! 7_.ii �Gj © !iI!P_ I + XO0 O '� I W18),35 (85 33/4) L ,,i=ni iia! (3) 11�/ III C m +� . (2) 117/8 NQ TYP. ii 1i■ :.. ! = im a -1- / /`L i OX © OX NO TYP. ■!!!'!", I•IPPEII OR ' , (DRIIPPEI 0' 111e IC p Q �-) 11C1(1)- Iiia!iiii1 (� > ob 85 -6 i ! ! + iii!! �JT.O. PLYWD. ti '- 11 = w 1;i v!ii iii!`S`Sk I- j Q > iiii!nii +6 iiia �+6,�k3 J Q p > w m ii'd!!!ig Al, l /-,-.,:,,;,,j1L,Cafe ®mop BM. PKT. 3 2k '!i m z Q ro J w Q NA ICI ilii! -`c- .;N 7`4,,f`'J L W16x45 OR W18x40 (85 -3/4) rS iiip w 1 0 m i„i !.+.!:I iiiii '; ®� ��•e®,'r = .� _ I� ,\ m W !iiiii nii� iiia °,�srN TYP. �+ iii w z IIII r1� ” ® e(AIIMEIR ' g `. ^ J II iiiiii!I® W1. .17 85 O TYP. Iii 1 Q i— i1iiiiiiiiii oeseJ LDc - ■: : : : : : X / �_ !illi Illi ' Ilii! �®O®6® ��.„yy.,,�1jlll, ® p 'll IIIII_■�.,I :c AL'4 ®0®q�e�lDpq ��..,,1'1-J !!NiIla! '111, ail!! 87hT W@”A 'Ar Iii +9 �O 1 �lil ,� jiLl J / iii;:..:� 1 _.. _..—.. iiii �l, m I iiii!O ® RZ` iiI �, , iiaiiii / le�— i�LIMI''`liil!ii�lii '.liiliii�l�A ' 0 6 IIIi !•ia! liiiii64i ii_ 6 ii!i09/21/18 ii. -ii© TYP. i' _ nl-"- ' 1!■!;�� •• Ilu!•ERE Ile'e'IE Iii!•:•= •• n■!e'e'= - pini•:•- - v!!: _L1 _ = IIMI „�;..:■I!!' = IIRI :::• _ J Ill�i::e ::■IIII�i::=:::�:�■Ill�i::e::�:n■III ��:::�:�■Ill�i::e::�:n■IIII�i::e:::�:�1 �i••e:::�:::� �i::_.::=:::■1111.;; '�,!_!!!■Illi::_:::=:::■1111.:::_: !!■Ill�i::_:::c::a IIID liWD. Illi!CONT. 14 LVL LEDGER w/- li c iiiiiiii':IIII(4)-LEDGERLOK SCREWS CONT. 11?' LSL LEDGER w `L+ — IM© 16" O.C. �+ (4)-LEDGERLOK SCREWS © z iiii°z �!II16” O.C. (EA. STUD) II 1v iiiiIA Q + iiii U ii= I1• , iiii@i2.A3 — — �� I►;�I i iiia o MI _+ J ^ 11�/ LVL RIM ll 11 7/ LVL RIM JR 2x10 AI> p 8 8 = !!"!!_:!_: iiia!:._:!:::::iia!! _ = ii■!!= iiia!:=i: ::: .1:=::_:•• m�• r.= iiii! /� . 1 -J+ J iii iiii D R P P E U �i::e:::ill:■In�:::_:11�11:1■I!!�i::_:::e. `i iii�i::c::_cc:�ln�:::=c:c:::91n�' •"i_cci�ln�:::_::=,+iii +ccc_cci�ln�::�:+::'I+ O Q`L i � <,N1 lig i O 111 Ii;I Li MI W18x97 OR W24x62„ _ (85'-33/4) 1 NQ TYP. Mi ifl j o CANT. JOISTS, TYP. ' • Q0 IR El A4 CANT. ij 4 -14 LVL 0 iii G�� Mil i, ii, II _,hid IR J e!!! ND+ II _ 0 YP. (1)-14 LVLII. (1)-14 LVL OD INV. _,�1 _ — — _ 1 Iii � 1112 6 J i!i ,'r , r iiiii PRI {o ilii ©INV. iii, .�-. iiii Q •' iii! c.W. 6+ J Lii'I r7 pi G il_ 6 1 iii i!2 iiI: • iiii_!' 0 CANT. !iii ._.... 4 -14 LVL lig — _ (2)_11)4 L 0 A > Pi ED 7� II_.::_:= J 1111 T_:I -:am■ illl� 4ipiriimpip�I W21x44 (D'+OPPED) , (DRO-PED) I� i!Q 6 LIP"'" --", 1 1P1' A tiTs •-- 1 I;ii, ©INV. A s : iig, 1 (2:1 C: ° +�+ 14” LVL's © 24" 0.C. +�+ © +6 A �'�j1 MB r , �� �� 14" I-JOIST LOOKOUTS B W10k 30 (85'-33/4 1 O TYP. © _ _ ;ia_ _ - _ - _ - -_-_ — B w Jt -- _ 3 ii:;e■■m .� ■ .,�IIliusm2ii!•'=illiuliil2ii!'_illiulm2ii!•_'=ii :iii - n!iiii!=!! :iiulii!2!•°=11! :iiulii!2!•°=!! :i II�!!-11a! © 24'', TYP. U.N.O. O ' a,!I O �1 c O sial jug k� S I_:si, ©-n il�= CD 14" LVL STRUCTURAL PACK WEB SOLID x 3'-0 w/ I Mir Ire 141 iii SUB-FASCIA TO BE CONT. (4)-5/8"0 THRU-BOLTS FOR _11 I : i i^ Ni Zi iii, WHERE INDICATED, TYP. HANGER ATTACHMENT I0 ':,i �° [(2)-EA. SIDE OF HANGER] ^ L : N w LII 4�ti �N TYP. "� o ,2X6 1111 G) .. �- iia ,� Iv �+ iii! �2> l BM. PKT. Cfp �I ,,\\42;\ �!i (2)-11�/s LVL =�n�i ® (2)-11�/8 LVL I H � _ p�a - - Or �� l Iii Cn jd NORTH ��'� +�� ,' s�+� EZ Z P N 4 N MAIN FLOOR /LOW ROOF FRAMIN PLAN SCALE: 1 /4" — 1 ' ���+� N +� IZe-e l\' x 85'-6 in ' c NQ TYP. J CONT. 11�/8 LVL LEDGER PLAN NOTES T.O. PLYWD. COw/ 5/8"x6". 11 EXP. EDGE s 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I (3)-1 7/8 LVL •O• L0 � © 16" O.C. (STAGGERED) H 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ l'�' ® T �; O;' (W.F. MEMBRANE BY O W10x15 (85'-33/4) ` 4 OTHERS) STEEL COLUMNS BELOW (ORIGINATING FROM THIS LEVEL R ABOVE) ARE INDICATED: 0 Co - NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: Z /`L+ ® co PACK WEB SOLID x 3'-0 w/ SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: O ��1 Q90- I E S9 G. (4)-5/8" THRU-BOLTS FOR o 3. ALL COLUMNS ARE LABELED AT THE TOP. HANGER ATTACHMENT [(2)-E SIDE OF HANGER] 0 00 4. FLOOR SH ATHING IS 3/4" TONGUE AND GROOVE APA STU DIFLOOR, EXP.1, SPAN RATING 24 O.C. ��� 5 designed by ZLG/M TN 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, No i© W10x15 (85'-33/4) ©;E.:E (2)-11 /8 LVL S6 drawn by JDM/AFS ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). o I BM. PKT. checked by TDH 6. " 0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 0W10x60 (85'-133/4) © issued 7. ALL FLOOR JOISTS ARE 11�" BCI 6000 1.8's 0 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. +� M 4 0 PERMIT 04/02/18 8. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. _�1/ri, S7• PACK WEB SOLID x 3'-0 w/ REVISED 04/25/18 9. ALL ROOF RAFTERS ARE 14" BCI 6000 1.8's 0 24" O.C., TYPICAL, UNLESS NOTED OTHERWISE. GQ ® I (4)-5/8"o THRU-BOLTS FOR REVISED 05/08/18 1' HANGER ATTACHMENT SHORING 05/24/18 10. iil!iiIIII_�ii iii' INDICATES SHEAR WALLS. REFER TO SHEET Si FOR WIND BRACING & FASTENER REQUIREMENTS. ® S7 [(2)-EA. SIDE OF HANGER] REVISED 08/02/18 REVISED 08/13/18 I'! O REVISED 09/21 /18 1' i' ii _.::= ii _ t�_.::= ii _.::= ii _.:.= ii _.::= ii L R W18x55 (85'-334) J L R * / +� A o \\� �,� i TYP. L1 C � � � h+,+ 1 1 I BM. PKT. sheet sec' 1 ( 1 o EXTEND STL. 6" FOR '• I=1 Ba CONN. 1 ! ) ° II'illi' _:•_••: ...:". .1_......--". ..._::: _.::_:::,-... . .. • ._..... 11A�...�,. i,.. ..,_. _,L.::_::. ---- CD ,...._..._. JOB #1707- 03 4 -- A� -- 0 ' ' ci) O Bb Bc 0 V4 ' ... -- 13'-10" -- -- -12,_2» 13'-6" 18 -9)8 5'-11" 20 -33/4 4 -3)8 5'-6" DWL. CONC. WALLS TO / � � � � � � , � it PERMANENT SHORING I • 88'_91/8" •Ec - WALL w/ #5 DWLS. x 24" I , , , z 11 EPDXIED INTO 3/4"0x4" 6'-0" 7'-10" 12'-2" ` 13'-10)2" 24'-3)2" -- -- -- -- -- -- -- -- -- `� HOLES @ 12" O.C. I y �� ��7 T.O.W. = 95'-4% V.I.F. - L 1'-1)2" 11'-7)2" 12,13„ �` T.9.F. = 73'-7 1 1 N, / y / 4 \ 0 11/29/18 CO 2 • I S S6 r D I Sr • 1Lr' �, I B� %.' —I - - CD ` #5's CONT. HORIZ. _I E O - - - N ►, \ I El ❑ I I 11 __ o \ \ I o I 0 8" O.C. o s T I 00 �jL I N 1'-6' B - /� j 15" CONCRETE SLAB ON 6" CLEAN GRAVEL BASE 234" TYP. N —� \ H T.O.W. = 96'-93/4 °' o °' E 5 E o 2 T.O.F. = 73'-7 PER ARCH. ^I 2� ct S8 ^I 'n 63/9" ON UNDISTURBED GRADE OR COMPACTED 1. T.O. SLAB C — N t — — — — co N — — STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE I ,�, in S8 I \ N� — — SLAB w/ 6x6-W1.4xW1.4 WELDED WIRE FABRIC rn rn I C - - T.O.W. = 91'-4 - I T.O.W. = 85'-33/4 @DRAIN I - y — y - B I N I ) �� v THROUGHOUT. PROVIDE 1Y4 TOOLED CONTROL id , Ai T.O.F. = 73'-7 T.O.F. = 73'-7 23 „ I @ \ N IX JOINTS @ 10'-0" MAX. SPACING EA. WAY., TYP. 6 0) rn � /4 -- � v v I v - - ^o „ I 13'- 4 y 11'-10' = _ o oO) I 4 I 1 m T.O.W. = 80'-0 74'-0 In H r STEP I S9 ' T.O.F. = 73'-7 T.O. SLABH Z c = Q S8 D ' S6 SLAB �,__H T.O.W. = 80'-0 1'-6" I Q L o I BM. PKT. 2 _p I 8 1'-0" CRAWLSPACE GRADE 1'-1" T.O.F. = 73'-7 i I -I N I r j 1 - ao PER ELEV. I 6 E CD T.O. SLAB I ' T.O.W. = 80'-0 2'-6" I 0 co 5 ', in MANUF. S6 T.O.F. = 73'-7 _ I I O0 CN Lfl S6 18 T.O. SLAB I B ;n1 . c I - Lc) m 1'-4" =� — N +� o O T.O.W. = 84 -6 I o ►-�1 H I I I m ao T.O.F. = 73'-7 -co 5" CONCRETE SLAB ON 6" CLEAN / I I L J 3 I A I IC ti) o Q o N GRAVEL BASE ON UNDISTURBED GRADE 74'_0 S9 L J I o_ g J I OR COMPACTED STRUCTURAL FILL PER T.O. SLAB @ I 4'-7" 4'-10" 23 -9)g 10 ' T SOILS ENGINEER. REINFORCE SLAB w/ i � I o PERIMETER � T � I .-tea,. N I I 6x6-W1.4xW1.4 WELDED WIRE FABRIC 74 -0 STEP 11'-'9)/2" S6 ^' �' �: 12 -3 1 '� ° �/ 'n THROUGHOUT. PROVIDE 134" TOOLED T.O. SLAB m Kowa °;P. c�,�i., I II' \ \ CONTROL JOINTS @ 10'-0" MAX. I C T.O.F. T.O.W. = 80'-0 C° -1 I I <� S �" �\ SPACING EA. WAY., TYP. 3'-6" T.O.F. = 70'-8 I I " X �� � " BM. PKT. t t 74 -0n T.O.W. = 73'-4 �\ I � � �,o ��"2 L — _I T.O.F. = 70'-8 '� T.O.W. = 80 -0 » ®o®�® �® "S8 SLOPE L- �j oT.O.F. = 73 -7 7)2 T.O. SLAB M I <4>4 i � OSIO� ��� 1 -0 5 -0 m ci_ - - - — H SLAB 'r' I I ,/ ��T.O.W. = 80 -0 �I o IISSLOPE o J IHILLULLIIIIIIIIImm� T.O.F. = 73'-7 LAB �'� PER ARCH. ii�iii11111111�11Gu1t11 Immiiiii -r - I 1'-4" 8" T.O. SLAB - r� ////i 6a 6a 6a 6a 6a , I 1 109/21/18 / @ DRAIN _ STEP I I I � T.O.W = 74'-0 1' Fi T.O.F. o 7 „ 9 6'-6" 2'-8" T.O.W. = 85'-33/4 ►� 2 T.O.F. = 70'-8 I N05 2'-0" T.O.F. = 73'-7 T.O.W. = 74''8 jS6 S co I S6 li— g=� CA3a - - - G J I - - T.O. = 70'-8 F - - 1 A - - \ I N I I I s,� S8 10 0 0 -El - _ \ o �I LI _ 101 7 -.,� T.O.W. = 82 -0 o Q I - 4'-8" 4'-2" /8 - - ^ \ \ _ - z T.0 '. 73'-7 - - - T.O.W. 77' 4 } A4\ - I co T.O.F. = 73 -7 I I ,� = T.O.W. = 74'-8 I I 4 cfl '� I - T.O.F. = 70'-8 _Ar = - I I �N =� I = I T.O.W. = PER ARCH. N S9L rT, 7 ao L __ _ T.O.W. = 73'-4 — _• J T.O.F. = 70'-8 I \1 I I P-�--1 STEPS T.O.F. = 70'-8 B ;n STEP DWL. CONC. WALLS TO In In T.O.F„ — - 2 -0 6 SLAB ,I ' I I PERMANENT SHORING o i� WALL w/ #5 DWLS. x 24" I CA \ ,7 - -4 S6 PER ELEV. 4 1'_6" ,% EPDXIED INTO 3/4"0x4" `� I jl i pi. - - L - - - - - _l_ IIIIIIIIIIIIIIIIIIIIIIIIII _1 c MANUF. T.O.W. = 95'-5X2 V.I.F. HOLES @ 12" O.C. I- — J — T.O.W. = PER ARCH. T.O. SLAB T.O.F. = 73'-7 `� C C T.O.F. = 70 -8 STEP . ' 4 74'-0 1 24'-45/8" T.O.F. 11'-73/4" 8" " 5'_63 " 4'_23 ' " -CO � I 3 -8 4 -11 /4 /8 4 -8 1 -0 I rT I T.O. SLAB @ S6 I I \, t F In PERIMETER 1 7 1 D S8 F 7 T.O.W. = 77'-4 00 B o 7 XI -I T.O.F. = 70'-8 A Z I N O B3\ 0 --- 23/4" 23/4" 3 r \', — �OMMM - - \ \ - :moi @ \ ■ 2'-73/4" 2 -7/4 \:FA — — — `. �r r I 2 o E _ - T.O.W. = 74'-0 o T.O.F. = 70'-8 13/4' I I o 2'-10Y2" 20'-3 2'-10)/2" 13 -10)2 I I - �. c his CONT. ORIZ. ,_,-(N _I Z rTh / i� 12'-10Y2" J T.O.W. - 73'-4 I O 8" O.C. 13 -10 T.O.F. = 70 -8 I I 1 T.O.W. = 96,'-93/4 26'-0" )2 I ��` �� \ iIM. KT. [ T.O.F. = 73'-7TOW. = 740 (0 I 2G' T.O.F. A70 -8 ` o » I I S6 Arl 9=1 - _I , 1 -4 -0)<3.> T N STONE VENEER ANGLE SUPPORT E 12'-0 ,,,L < 7 SPREAD FOOTING SCHEDULE 8 t _., 11111111_ N S6 �'� 8 o I o o I 71'4 �os8 1- HEIGHT OF ANGLE EXPANSION :co ®► N �� VENEER SIZE ANCHORS TYPE SIZE REINFORCING i@ in2 — — — — ��� S6 UP TO 8' 4x4xY4 5/s"0 x 4" @ 24" A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY v I C° L I ` ` N 5B 2'-6 x 2'-6 x 1'-0 3 5's x 2'-0 EA. WAY %/ I o I C9 4" I 8' TO 14' 4x4xY4 /s x 4" @ 16" ( )-# �N T.O.W. = 74 -8 4 _23�g 7 -2% 6 -03/4 4'_•" I 8 -0)8 —N X X N 14' TO 20' 4x4x546 " o M E T.O.F. = 70 -8 _ _ 3/4 x 4 @ 24 C 3 -0 x 3 -0 x 1 -0 (4)-#5 s x 2 -6 EA. WAY 4 B \ 20' TO 26' 4x4x546 3/4"0 x 4" @ 16" D 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY `� 5" CONCRETE SLAB ON 6" CLEAN GRAVEL BASE 6'-8" 64 ON UNDISTURBED GRADE OR COMPACTED NOTES: E 4'-0 x 4'-0 x 1'-0 (5)-#5's x 3'-6 EA. WAY STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE 1'-3" 1. THIS SCHEDULE IS FOR NON-BATTERED SLAB w/ 6x6-W1.4xW1.4 WELDED WIRE FABRIC F 5 -6 x 5 -6 x 1 -6 (6)-#5 s x 5 -0 EA. WAY TOP ‹Sc BOT. , T.O.W. = 88'-6 STONE VENEER w/ A MAX. THICKNESS OF T.O.W. = 73'-4 THROUGHOUT. PROVIDE 134" TOOLED CONTROL I .0"- 1 °° G 6'-0 x 6'-0 x 1'-6 7 5's x 5'-6 EA. WAY TOP ‹ScBOT. = 70'-8 T.O.F. = 73'-7 ' - 9 �, 6 . CONTACT ENGINEER FOR OTHER ( )-# T.O.F.r JOINTS @ 10 -0 MAX. SPACING EA. WAY., TY'. T.O.W. = 92 -0 I o �/ 1 I CONDITIONS. H 6'-6 x 6'-6 x 1'-6 (7)-#5's x 6'-0 EA. WAY TOP ‹Sc BOT. I -( 1 L T.O.F. = 73 -7 22 .t . LOCATE ONE EXPANSION ANCHOR AT 6" 74'-0 rn o FROM ENDS OF ANGLES AND MIN. 2 I PLAN DIM's x 1'-0 #5's ? 12" O.C. EA. WAY T.O. SLAB @ 8 1 -4 I ANCHORS PER SEGMENT. PERIMETER N 3. ANGLES MUST BE ORIENTED AS SHOWN. o �, PER ARCH. S6 NORTH I I A(:),1 ' T.O. SLAB SLOPE FOUNDATION PLAN SCALE: 1 /4" = 1 '-0" N N @DRAIN SLAB BM. PKT. designed by ZLG/MTN PLAN NOTES SLABE - _ ��` JDM/AFS ( � drawn by / 1. ELEVATIONS OF CONCRETE FOUNDATIClN ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE O01 checked by TDH WALL & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO 101'-0 AS A DATUM AT THE 74'-0 • I- S9 N42 issued C65\ - - - - - UPPER FLOOR. _ _ T.O. SLAB @ ' — — — — — — — — — — \ .- PERIMETER A 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARIN CONDITIONS AT THAT w I PERMIT 04/02/18 DEPTH. CONTACT ENGINEER IF OVER XCAVATION IS REQUIRED. mo co T.O.W. = 84'-37/6 3. STEPS IN TOP OF CONCRETE WALL INDICATED: N T.O.W. = 77'-0 N N T.O.F. = 73'F7 REVISED 04/25/18 o T.O.F. = 70'-8 o REVISED 05/08/18 -coI4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS o -N — — — H y I — J SHORING 05/24/18 NOTED OTHERWISE. I E , T.O.W - 74'-8 �� T G.F. = 70'-8 o6ah(2— » REVISED 08/02/18 5. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 12 THICK x 18 WIDE _UNLESS NOTED OTHERWISE. II /' — _ JREVISED 08/13/18 -_� ` ►_� CD REVISED 09/21 /18 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED w/ ARCHITECT AND CONTRACTOR. 74'-0 T.O. SLAB BM. T.O.W. = 84'-37/8 ".°°-, 7. POSTS FROM ABOVE ARE INDICATED: o PKT. T.O.F. = 73'-7 N STEEL COLUMNS FROM ABOVE ARE IN ICATED: ❑ b N L _I ® T.O.W. = 80'-0 0 - o sheet ® 8. INDICATES STONE VENEER BOVE. ELEV. DATUM 8101 '-0 ' = 101 '- 0 m —I F S6 T.O.F. = 73'-7 I 4'-8" 4'-4" , o 9. DO NOT SCALE DRAWINGS. S6 I — — — — — — — ` , STEP — 3'-0)g" JOB #1707- 03 7/8„ 16'-0" L T.O.F. 23 52'-2 -0 / 94'-3" Aa Ab Ac Ad Ba 1 Bb 0 Bd