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FIN FLR EL - (411 a
<br /> VARIES
<br /> /e 4/ (2)-#4x24" ON / 4„ 0CD CD C) C) ® PLAN KYNOThS
<br /> r
<br /> FRONT SIDE OF
<br /> ' / y / 3O'-O" 26'-O" 10'-0u
<br /> FT ' i PLATE
<br /> © 1. SEE ARCH DWGS AND CAR WASH EQUIPMENT I--
<br /> L�� � ���� -�� � ,-� EXTERIOjr/ alliR
<br /> ,� 0 DWGS FOR ALL CONCRETE SLAB ON GRADE
<br /> ,,
<br /> c-, s�, J �� CONSTRUCTION INFORMATION. �'
<br /> x. � ��'K=Y > -� I�/ GRADE EL
<br /> Y /a r, VARIES ♦ 8 THICK URE NF w/ 5@24 /c VERT AND
<br /> -z ;�} `�u, t,/ 1°//z//////////t�ii - - - - - - - - 2GM # o
<br /> / / iiiii/.iii.,i/iii//iiii//ii/a. /iri// ,
<br /> r / Ei)
<br /> �xi, ■ iI 1 7' r "1 / r --I / (2)-#4@48 o/c HORZ. PLACE ALL REINF AT THE
<br /> r - -it- i I I I / N
<br /> 4WALL TO FTG ��_., ,_.� � .;/- — I PROVIDE 2 HORZ BARS
<br /> _, _. ,...,�, / / i i o CENTER OF THE WALL.
<br /> �- t I I I I AT THE TOP OF THE WALL AT ALL WALL
<br /> DOWEL TO MATCH ' /:; j =I I I I ✓ I I /
<br /> CMU WALL VERT =-'�=t p', ,`, 0 I I I I / 0 - t° TO ROOF CONNECTIONS. SEE 4151, J
<br /> REINF, SIZE --46,- -,�/r; I i I © I I I 0 \� I 3 3. 6" THICK CONC RETAINING WALL SEE 2l51.
<br /> i � •♦ ci) 4, HSS 3x3x3/16 COLUMN. SEE 6151.
<br /> LOCATION ,74')- / ___ L -.1 L_ J L T ' x
<br /> ✓ 3/16 PLATE 3l8x8x6 / �\� /
<br /> ws / 1 //////////////// //////////////////////////////////////////////////%/////iii::;:;":: /� '
<br /> �" \\\\\\\,/////////////////)y 4 2 '4;i'dY`.e�:+,'+:\•�;,1:..�:'Yr.".�\'.s�.. ..✓.:t.irl• ;�
<br /> .4,-, , t I ./ N w/(2)-3/4"I L r -----' "-- ��� '',,,- T / i u n
<br /> 's` j., % #4x24" ON BACK A325 BOLTS t I \��" --1 / --. J 5, 14 THICK x 20 WIDE FOOTING REINFAS
<br /> •') , #4@24"o/c i / I4)
<br /> I / I SHOWN IN 1/51, TYP AT ALL CMU WALLS. 0 .4
<br /> >;_ /_„ ./ SIDE OF PLATE
<br /> CMU WALL 12 L_T_; i2 I• I 6. LEDGER ANGLE 2-1/2x2-1/2x3/16. ANCHOR TO
<br /> �� L-'�!-� CMU WALL AS SHOWN IN 8/51 .: W
<br /> _ � { 3b , �l1 , D I 3-On 7, LEDGER ANGLE 3x3x3/164 ANCHOR TO CMU N
<br /> 0 ` TA i L.
<br /> \fit i 411,i,-Pat
<br /> o it' 15�, fJPIERSTr • DOOR 0 WALL w/ 3/4"/ EPDXY ANCHORS @ 24"o/c.
<br /> i _,' t :� . '` SCALE 1-1/2"-1'-0"
<br /> _ xR fd, , ,
<br /> � r� a� 1 i CONC SLAB ON GRADE. ' � 8. EMBED PLATE AT TOP OF WALL. IX �
<br /> z
<br /> BEE ARCH DWGS FOR °0
<br /> (2)-#5 CONT. , 6" , 8" ♦ 6" , ALL INFORMATION 9. 22 GAUGE 1-1/2" DEEP 36" WIDE TYPE B ■o .0
<br /> ROOFF DECK. PROVIDE VERCO SIDELAP • ii,111
<br /> .8u TYP @ DOOR,l CONNECTION 0 18" o/c ALONG ALL SIDE � 1
<br /> / / i 1 12 PIERS ----t--. i SEAMS. FASTEN TO SUPPORTS AS SHOWN IN INN 0 31
<br /> 121.1
<br /> r---- f r_---i • THE DETAILS, Cil
<br /> 4-5/8"0 BOLTS I ? " 1 ' u w
<br /> 1
<br /> 4) FIG TAIL O J I I 10, 41/2 DEEP 12"WIDE 20 GAUGE RIBBED • « y
<br /> / r / t_i L.I _, ROOF DECK AS MANUFACTURED BY CARRON Irj __
<br /> SCALE 1"4-0" / Lr/i/elf/iii/��ii/J1�1i�/Ilf�f///i//1/7//�/iris////�lif/li/��/./1.11rr�i�l//Z/"//f11r1ff1//�i1l�,art/ii.7,(//i//i///llii/i�i�iii/i/�///iii//&/Ifs//i��irli/ril�i//li//y// , I • CD AND COMPANY. I.3,0in4 5=1,1241n3,FASTEN _1 a d
<br /> --t fi SIDELAPS w #10 TEK SCREWS0 12"o c. 0
<br /> lI
<br /> a
<br /> Allik
<br /> •...ii.../ FASTEN TO SUPPORTS AS SHOWN IN THE
<br /> -, © DETAILS. r
<br /> `° 6" THICK CONC
<br /> 11, METAL ROOF DECK NEED NOT BE ATTACHED :1.4
<br /> -.q I I I TO CMU WALL BELOW AT THIS LOCATION. '
<br /> ,� . WALL PANEL W/ i FOUNDATION �- ILAN idnimiamil2 8'
<br /> , x . #4@12"o/c H ,b V.
<br /> �.�ifs.. hS _
<br /> A.,
<br /> !1=1 1-ire �': PLACED @ THE I i SCALE 3/16" • 1'-0" 12. 12° THICK PAD FTG REINF. w/(4)-#4 T. B. �.��
<br /> .111- I I1 4' CENTER OF THE I I 0' 4' EA WAY. TYP 4 PLACES AT DOOR PIER. h ����
<br /> 13, FLOOR ELEVATION CHANGE, SEE ARCH DWGS. t� !', w
<br /> i-1 WALL. BRG PLATE 0��
<br /> x ' t� 3/8"X4"x10"
<br /> a _ '` 3/16 V a s
<br /> , ro e'e
<br /> ,, ... 1 i
<br /> CD C) 0 ®
<br /> -io.‘' - 4..
<br /> ! ♦ Iy,•. �: 11_ n ►. a 1_ n 26'_ „ 1- n 2h744 0 4
<br /> ,��,� .,,,
<br /> �AL 1~��0�
<br /> P 11=I I{- #4 0 12`°/c / 1 4 , 6 8 30 0 / o , 10 0 / NAL
<br /> :=111- TOP o �I
<br /> p,,': - T-4" L I V
<br /> I
<br /> 61.pn
<br /> - -..:,,;; '1,,,.' , N4 ' / 1 4)
<br /> g14,101,14,1,141-,k'K1, e,
<br /> 1- \ so,
<br /> Offhid M 4TK'I•i+s`
<br /> ��h������� ` � �_ TOP OF 6" 3/4"0 EPDXY � ---,---�---'-_.._._..+._,.._�..._ :s-.-..s. ._.-....____..__ � �'•�- EMBED 0 TOP OF WALL
<br /> 'I� 4`�a , (2)#4 CONT. TOP CMU WALL ANCHOR i Ini i I 0 ■
<br /> 6. (2}#4 CONT. BOT I 0 CS1 © ____� CONCRETE SPREAD OR PAD FOOTING.
<br /> 21_0" / 6 DETAIL 0 ;; O d
<br /> ♦ / ------__J W8x10 J _
<br /> 51 SCALE 1-1/2"=1'-0" CO 1
<br /> � W8x10 IL._+----- --------,-----�--.�.� .°�...; -_..�._ - T L.,.._ _.. - .�
<br /> ii-,- ,_ ........... l'iil/� 8" CMU WALL
<br /> SITE RETAINING WALL e 1
<br /> 1 ...,I 0 1 misdi I
<br /> SCALE 3/444-0" VP Q I1
<br /> I1 .
<br /> i
<br /> 4 i I o0 $
<br /> (1)-PAF EA, FLUTE (1)-PAF 0 12"o/c 1 I i
<br /> it
<br /> F,r r¢{ >ta
<br /> OF EA DECK PIECE 8 II .
<br /> . . 0
<br /> 1, 7
<br /> IOWA DEEP ROOF DECK DEEP ROOF DECK 11
<br /> �, ,' r 1 71,11 0-0 Imin3, ; 71411 s 1 r S1 co
<br /> t
<br /> i
<br /> I
<br /> or,-,,>� � � r_-^ 1 4"x2" CONT PLATE w � i 15
<br /> p-,,,,?:-4: pang � �^� rigs' 1/2"ex3" WS @ 16"o/c �I` / t I
<br /> � m / _p 1/4"x4" CONT � r O PAF DE FLUTE + '
<br /> _... , ..,_ .:x . _..._.._._.� ......... ...._.,.--- -_..._. .-.._ ._ .__ OF EA DECK PIECE �7
<br /> . 1
<br /> k` / / PLATE w/ r--- _._., ._,_.... .....
<br /> 1/2 0x3' WS @
<br /> co
<br /> ANGLE 3x3x3/16 w/ t _ / diA,H0,
<br /> __„ }� DEEP ROOF sew
<br /> a';�-`fi; n : ._ --FOP
<br /> 16"o/cDECK4 0 5 8 o EPDXY #.: / 0 S 110
<br /> 1.1111111111111111111
<br /> It ANCHORS @ 24"o/c, / ./ '�
<br /> u CMU WALL Illf 0
<br /> otfiki= /l'Itimgz4 k+ CMU WALL 21 8,41, 4 1111111
<br /> 3I ROOF FRAMING PLAN
<br /> MIN, SCALE 3/16" a 1'-0" 0' 4' I'
<br /> ROOF DECK TO WALL CONN, DETAIL - W8x14
<br /> 4110SCALE 1-1/2"=1'-0" SCALE 1-1/2"=1'-0" :fr,,,r,,,lit::::i,i,A,,,'4 DOOR PIER,VARIES ��, ��Jr-
<br /> *...1% I� .1 7,, DETA L KEYNOTES ,_ O#5 CONT. 8 DETAIL
<br /> `� i������:``� rS1 SCALE 11/2"-1 Oil
<br /> 101, #4x24 x24 CORNER BARS AT EA. HORZ REINF BAR, . '4•4',
<br /> 1 `_- 0
<br /> , ALTERNATE HOOK AT INTERSECTION / /
<br /> - -- - - x -i '3lit"e me iii P.
<br /> I j ./ .v.� 102. CONT VERT, FLANGED NEOPRENE CONTROL JT m - 7 meq, � � - / ;
<br /> ! g aS-. ,,.,,,„;':,.-4;',,yFtS �-F..r // r} _,Y'2h ��,, �$. AI
<br /> CONTROL JOINT1 3. t- / ►� .. ;Nom. y; /1CD 0 O#5 VERT FULL HEIGHT OF WALL. TYPICAL AT _ * '.-:::., ;:v.oti l�:_- t �' #3 STIRRUP ,fi�
<br /> Lal:,...;" :v a � ./ . :" L' fix' 11
<br /> EACH JAMB END OR CORNER. �' /f ( w �, ////���'. . @ 16"o/c „/ S s
<br /> (1)-PAFO 18 o/c (1)-PAF@ 10 o/c
<br /> -----�, , , , , , , , r I I -, 1 E
<br /> / 104, (2I-#4 HORZ EXTEND 32” PAST EDGE OF OPENING. /� \ \ ; : v = ,
<br /> T . /
<br /> 19;7:„
<br /> / SHALLOW ROOF , SHALLOW R40F
<br /> 1 I-1_. I / ® / WHERE 24" EXTENSION IS NOT POSSIBLE PROVIDE ,! / // r� u #3 TIER @ 8 o/c / r.. DECK A t' f�1'� I ' / , 12 HOOK AT END OF BAR.�0 ___T i �_ � -,- � ._ i � � / ���������;>.�,�� � rAiDECK
<br /> �/ / 105, EXPANSION CONTROL JOINT SEAL w/ BACKER ROD .kli-'1 ,
<br /> r- CD , 1 ,
<br /> i �r� 2-#6 VERT , / _ �/! ® /-f'.4 ,�'��� 'nli/. .i AND CAULK @ BOTH FACES. O _ �., ,` �,/ �'Orr � _:. #�! -
<br /> /UJ
<br /> / / EA END , � �:
<br /> , - , , - - 1 /-7,..f , ,--- I WALL END = i'. :.-i� / iq
<br /> a ��
<br /> { / '/ '44 ANGLE 21)(21x3/16 / ,•":/ ANGLE 21x21)(3/16 Z
<br /> b a,, / w/ 5/$o EXP.
<br /> P.
<br /> � ® � �����, ,,p,,,,,,,, � � ,� w/ 518"e EX
<br /> �` �. �. �a� �a��r��w� •- ii \_ / / , ANCHORS 0 24 o/c, :� .„ , I ,
<br /> \ ` �/ ,,: , " � ANCHORS @ 18"o/c, 2EN 1111,11111 MI 111P- mg Mk-- ' -- NO
<br /> a . .. • .- . a ' .' , ,
<br /> , , , ,
<br /> V , ; [�t� CMU WALL / CMU WALL
<br /> / (2)-#6 CONT. SHEET:
<br /> TYP WALL CORNER REINF. TYP WALL CORNER REINF. /2/1/ 3 3 VS. / ` MIN. MIN.
<br /> 4 TYPICAL CMU WALL CONSTRUCTION DETAILS 10 PIER DETAIL HEADER DETAIL9DETAILS I
<br /> OF 21
<br /> Si SCALE NA Si SCALE 1-1/2"=1-0” - SCALE 1-1/2161,-0,1 Si SCALE 1-1/V61'-0"
<br /> K-11-38
<br /> -
<br /> 6816 Evergreen Way B1111-028
<br />
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