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FIN FLR EL 4"
<br /> VARIES „ /34"
<br /> 4
<br /> ,/ / (2)-#4x24" ON ♦ 4 ar ♦FRONT 0
<br /> 2 El?
<br /> 0
<br /> PLA\ KYNOTES
<br /> - ,- -----, -, PLATE SIDE OF lin • 11'-4" 6'-8"• 30'-0'► 26'-0" t0l.pu
<br /> . , EXTERIOR 1. SEE ARCH DWGS AND CAR WASH EQUIPMENT k
<br /> / '/ GRADE EL 0i 0 DWGS FOR ALL CONCRETE SLAB ON GRADE
<br /> NO
<br /> / VARIES �1 I CONSTRUCTION INFORMATION. le
<br /> ♦ _C = ri/ii/r/iii/ill/ rill/////4 iiiiiiiiiiiiiiiiiiiirsi�ia. E'/iiiii;�l - - - - - - - ♦ 2, 8"THICK CMU REINF w/#5024"o/c VERT AND I§
<br /> sr k;� " u-
<br /> j is� ■ �� U,r `1 % r -I % (2)-#4048 o/c HORZ. PLACE ALL REINF AT THE
<br /> WALL TO FTG j 0 -n --� I I I I j ao ATNTER OF THE TOPTHE OF T'HE WALL & AT ALLHORZ
<br /> WALL BARS 1
<br /> DOWEL TO MATCH /"4:,,V1 I I I I a I / J
<br /> CMU WALL VERT ir1 a 0 I I / I I j w TO ROOF CONNECTIONS. SEE 4/S1.
<br /> REINF. SIZE & 7i;,V �/ © . I I ;✓ I 0 I / o 0 o 3. 6" THICK CONC RETAINING WALL,SEE 2/S1.
<br /> LOCATION �`/ 3/16 � ___ --- --_� % L. J L `\ ----J L--- .. EZ
<br /> �': N 1 PLATE 3/8x8x6 I / \\\`\ //rri//�/////1 �/�/rel Vrrr/,) V1 ♦ w 4, HSS 3x3x3116 COLUMN. SEE 6/S1
<br /> / ♦ w/ (2)-3/4, L 1 J-------, r r �\,, -i / ..... �� 1A'rJ 5. 10" THICK x 20" WIDE FOOTING,REINFAS
<br /> / 1, / „ #4x24" ON BACK A325 BOLTS % I % r SHOWN IN 1/S1. TYP AT ALL CMU WALLS, ,mss
<br /> / #4024 a/c / I I / AI 0
<br /> SIDE OF PLATE
<br /> Cil I ♦ I
<br /> / ::- CMU WALL L___ ♦ 12 i.---J It7 6. LEDGER ANGLE 2-1/2x2-1/2x9/16, ANCHOR TO �'
<br /> ♦ ♦ r i 7 o CMU WALL AS SHOWN IN 9/S1,
<br /> DETAIL jr3-OIC 7. LEDGER ANGLE 3x3x9/16, ANCHOR TO CMU N'
<br /> c TYP 0 DOOR 0 WALL w/ 3/4"1 EPDXY ANCHORS 0 SCALE 1-1/2-1 24"o/c. °Ci
<br /> n_I-0" PIERS CR
<br /> 8. EMBED PLATE AT TOP OF WALL.
<br /> ♦ . i i CONC SLAB ON GRADE. '
<br /> SEE ARCH DWGS FOR 'o 9. 22 GAUGE 1-1/2" DEEP 36" WIDE TYPE B - _'
<br /> (2)-#5 CONT. 6" 8" f 6" ALL INFORMATION ill
<br /> ROOF DECK. PROVIDE VERCO SIDELAP4 i, ..CONNECTION 0 18" o/c ALONG ALL SIDE
<br /> IL* 12 PISS DOOR® i2 SEAMS. 0
<br /> 1-8 .___,t--� FASTEN TO SUPPORTS AS SHOWN IN 8� I.
<br /> r----► i r- -1 ` THE DETAILS, C ° gI
<br /> (4)-5/8"1 BOLTS 0 I % i I i 10. 4-i/2" DEEP 12" WIDE 20 GAUGE RIBBED LL'
<br /> FTG DETAILf I ,; — N; y
<br /> r / ... .r. .., ROOF DECK AS MANUFACTURED BY CARRON6 imm 1, rit
<br /> SCALE 1"^11_Du Lr / 7./ //11 / ////////r//i-/hil//l/�1/r//// /////r///ii.//////�/z///�//ri/////i//�///�,�1/ z// / ;/rr r /// rr//r� �.//1/7//i//////////2rrifii/ii//,/ /. �(iiri �//iifill//i/iiirri/iirri/1 I ♦ AND COMPANY. I=3.0in4 9=1,124in3.FASTEN _ Q
<br /> --I 11-
<br /> \
<br /> �' ® SIDE LAPS w/ #10 TEK SCREWS 0 12"o/c. 0
<br /> Ink ��....fa,••� FASTENTOSUPPORTS AS �! �'` y
<br /> R SHOWN IN THE .�
<br /> ,-, DETAILS. ":
<br /> .--„,-� 6" THICK CONC ' � � � , 11. MTOTCMU RWALL DBELOW AT THIS LOCATION.HED :lik
<br /> id
<br /> ♦ WALL IPANEL W/ 1 1 FOUNDATION PLAN 2' 8{
<br /> :rfr/
<br /> #4012 b/c H .& V. t 12. 12" THICK PAD FTG REINF. w/(41-14 T. & B.
<br /> �.II
<br /> 11=111 ' '" PLACED 0 THE I f SCALE 3/16" 1'-O"
<br /> _1, i f CENTER OF THE f 0 4' EA WAY. TYP 4 PLACES AT DOOR PIER. n#47..,0 0-.7,1
<br /> K
<br /> 1 WALL. BRG PLATE i3. FLOOR ELEVATION CHANGE. SEE ARCH DWGS. 1 ���of w1
<br /> a 3/16 V ' 5/811x4'!xlO" ate~' ' 'o
<br /> 0 1 / W
<br /> y / 2 00 ,,pG !G� 20744 �S�a
<br /> :. 0
<br /> Faf 4AAL CO Q>'
<br /> � � t #4 0 12"o/c _ !...;` 11'-4" 6'-8" 30'-0" 26'-0" 10'-0" '9f0NAL E*
<br /> #4 P _ z - • / I I LEGE \D
<br /> ,:.,, : =iff__-:-.. 0
<br /> ♦ 'Jr.
<br /> ♦
<br /> 0
<br /> o TOP OF B' 3/4", EPDXY ------
<br /> (2)#4 CONT. TOP r-- ----__—__ -_—-- -._._._. �.,__-—--—_ �� --�n�w- EMBED 0 TOP OF WALL
<br /> ` CMU WALL ANCHOR i I 0 I/ ----
<br /> CONCRETE
<br /> ----
<br /> 6" (2)#4 CONT. BOT 0to ____-
<br /> DETAIL 0 C ."4:1 d d ?Oa
<br /> CONCRETE SPREAD OR PAD FOQTING.
<br /> 2-°' / 6 = �3 O fir vOSI SCALE 1-1/2"=1'-O" w8x1Q I_r---- ------------.-- -- - x10� i.` _ .�_# . ;. I'/rl/� 8" CMU WALLSITE RETAINING WALLe CO
<br /> 0 —' 0 ,�,.�
<br /> SCALE 3/4"=1'-0" O / 1
<br /> ti
<br /> 11
<br /> i p
<br /> (1)-PAF EA, FLUTE (1)-PAF 0 12"o/c
<br /> OF EA DECK PIECE 8 0 I 0 I 0
<br /> DEEP ROOF DECK DEEP ROOF DECK I ���
<br /> .4_ ,. .....s cok,
<br /> — - 81 m---c?
<br /> 0;:,"_:i4--,_ 53
<br /> 4.1.
<br /> I.,,.,, ,
<br /> / -.�—.
<br /> / 0 i
<br /> P p
<br /> _, .10
<br /> A . r----
<br /> �� ;_ 1/4"x2 CONT PLATE w/ �
<br /> 1l2"1x3"WS I 16"o/c //lig-
<br /> � 0 / ,
<br /> 1-PAF EA. FLUTE l
<br /> z ,, 1/4"x4" CONT I I ()
<br /> l / -— - - __ _ ,._ _ __ OF EA DECK PIECE
<br /> 0
<br /> y, / I rrr.r�_rrrr..__�_r�rr_r��.--��-_� r.r.�_ ..-r-r__r_ -r__r. .�r_.r��r.�___.��_ _ ._�rr.r��____.�rr���_ .__r._ -__�..�r_.._�r.__rte.
<br /> / PLATE w/ - -t-w-r -�
<br /> ��` / Ifi 1/2"1x3" WS 0 r ♦ 0 DEEP ROOF lam
<br /> PA''': :,-:, ANGLE 3x3x3116 w/ r . :� ,►
<br /> "// 5/81 EPDXY 3 DECK .0
<br /> ANCHORS I 24"o/c. 7>r= „, /
<br /> CMU WALL�/ C-tttl
<br /> ; CMU WALL ..e.......i'
<br /> 3 it ,,:± , ,/; ,G i / ROOF FRAMING PLAN 2 8' = - _ = �.1�.,
<br /> MIN. SCALE 3/16”m 1'-0" 0' 4' Cle 1
<br /> 1 _P
<br /> 0ROOF DECK TO WALL CONN. DETAIL -�-- W8xiO
<br /> SCALE 1-1/2"=1'-0° SCALE 1-1/2",1r-On µ,
<br /> .._]
<br /> d Y_rye
<br /> CD �}!� i . v�,,, £�,/ �311
<br /> i2 / DOOR PIER, VARIES \ V ��
<br /> 1 �� ���\���,.,�I ��� ������ k{���� �"4,'-'
<br /> � ��; (2)'#5 CONT DETAIL
<br /> "�..1.E� ,, ti,�ti, DETAIL KEYNOTES � f 8
<br /> I ._,,.,,e._,,
<br /> / / / �� � CALE 1-1/2-1-0
<br /> ����\\����rlioil.`����r�`��a��rliii n " ‘. SiSI n_t n
<br /> I101, #4x24 x24 CORNER BARS AT EA. HORZ REINF BAR, '� .
<br /> i ALTERNATE HOOK AT INTERSECTION /
<br /> 1_
<br /> I / / �,r/ 102. CONT VERT, FLANGED NEOPRENE CONTROL JT. /` � / a•
<br /> / CONTROL JOINT / / / / ar re
<br /> i / / / 105. (i)#5 VERT FULL HEIGHT OF WALL. TYPICAL AT / 0 .. f
<br /> 111/ / / � #3 STIRRUP'�-1 fes{I _ / EACH JAMB, END OR CORNER. /� cr.;)•y� ) ..:::... .,s ,.,,:, ,�: --i--- _ /4�� 0 16"olc (1)PAFO 18 o!c (t)PAFO 10 b/c
<br /> i 104, (2)-#4 HORZ EXTEND 32 PAST EDGE OF OPENING. _ /t;,h R
<br /> CD /II WHERE 24" EXTENSION IS NOT POSSIBLE PROVIDE
<br /> \ _t+ ;, i SHALLOW ROOF SHALLOW ROOF
<br /> I l� % ) i2" HOOK AT END OF BAR. — #3 TIES 0 8"o/c , . ,µ a
<br /> I
<br /> _ / / �� ���/�..�i ,1 / 4,47 /� i DECK ." �", DECK
<br /> CD � % ,`_`r�/ ,11, 105. EXPANSION CONTROL JOINT. SEAL w/ BACKER ROD ¢ w5::,,,,,,,t'41,'/ Q/ 2-#6 VERT cn / � ,1 /✓/ ����``�����Iiiii/. . ( d ,w0 . ..,� AND CAULK 0 BOTH FACES. ., F> �,_____ 1
<br /> I 1� EA END \� w � r.- �,/ - 'Ta'
<br /> WALL END . y Itiii
<br /> J
<br /> i il 411AN�}!� � / !' "p:,,I ANGLE 2x2x3/164 / ANGLE 2x2x3/16 Z
<br /> I i , s,, w/ 5/8"1 EXP. / „
<br /> r �� / w/ 5/81 EXP.
<br /> i \' \\ \ �. . f ANCHORS 0 24"o c. ANCHORS� ollik'
<br /> � �'0 P 4,0 / 4,11-111 NCH RS 0 18"o/c.
<br /> 2
<br /> �.wr/Aii-,Ait. i
<br /> ! Y .., ..- •; •A • "4 ...•, ♦ .. '9 , ' '( \ . +� , �:�i,--i, _... CMU WALL CMU WALL
<br /> TYP WALL CORNER REINF. TYP WALL CORNER REINF. /}r t (2)-#6 CONT. 3 „ 3 " SHEET:
<br /> ♦ ��// MIN, MIN.
<br /> TYPICAL CMU WALL CONSTRUCTION DETAILS io PIER DETAIL ii HEADER DETAIL 9 DETAILS1
<br /> 0 OF2
<br /> SCALE NA S1 SCALE 1-1/2"=1'-0" S1 SCALE 1-1/2"=1'-0" S1 SCALE 1-1/20=1'-0" K-11-38
<br /> 6816 Evergreen Way B1111-028
<br />
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