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KEYNOTES
4- 1. STANMWn BATTEN METAL ROOF. ;CARLISLE, COLOR KELLY GREEN) "
*' ^moi 2. ALUMINUM STOREFRONT WINDOWS W/1" INSUL. CLEAR CLASS.
3. CLEAT' ANODIZED ALUMINUM STOREFRONT W/1" INSUL. GLASS. 6h1P;M ws 'a' • T
' / �` '� �` �' 4. STANDING BATTEN METAL AWNING. (CARLISLE, COLOR KELLY q?EEN)
F.F. 5. FIXED METAL LOUVERS (3'-6 0) PAINT TO MATCH ROOF.
6. BRICK VENEER IN FLEMISH CROSS BOND PATTERN.- STANDARD SIZEj.
(MUTUAL MATERIALS - "MONTEREY")
19 19 19 19 N 7. SOLDIER COURSES 8", TYPICAL (MUTUAL MATERIALS --- "CARIB")
S. GUTTER. DATE:
EAST ELEVATION 9. R.U. ROOF O DRIVE THROUGH. 5/1�/94
10. 4"x3" DOWNSPOUT, PAINT TO MATCH BRICK.
1/8"=1'-0" 11• TELLER WINDOW (9'x5') VERIFY REQUIREMENTS WITH TENANT. DRAWN @�'
12. EXPANSION JOINTS IN BRICK. s _
13. VAULT DOOR BY TENANT, VERIFY REQUIREMENTS FOR EM.PEDDING FRAME. CHECKED BY:
14, 3'x7' H.M. DOOR WITH INSUL GLASS TRANSOM. DI_W
15, RECESSED BRICK SECTION (1¢" SETBACK).
16. FASCIA BOARD, PAINTED. REVIS'Of:
17, COORDINATE A.T.M. ISLAND REQUIREMENTS WITH TENANT. t CL S
18. DIMENSIONS TO FACE OF FOUNDATION, TYPICAL. ' RAI W DAIT-
o I�. TEMPERED GLASS (O ENTRY DOORS, LOWER SECTIONS OF EAST WINDOWS, Ac VESTIBULE) :_�t
,�. �✓ —� 1 .12-27-94
2 X 1--6-95
95
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15 CONCRE'-E a
SOUTH ELEVATION2941411
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61
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At ' nA3 12 KEYNOTES v
2. CMU WAU.
CEILING BY TENANT � X11. - 3. CONCRETE VAUL T WAIL.
4 I I ra I I 4. 12" SLAB IN VAUL T -- SES OETA;L 2/A3 ` i'"
5 I I i : ' ' I I 5. 4" CONCRE TE :LAB. O i
i• .. q A4 I
4 RAl 6. CONSTRUCTION JOIN i. - Q► 0
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1 I I I _ Az 7. CON TROT JOIN I. Q c .r.to
I 00 I
2 c� yR( `hCi� 4 3 4 I I °' i •alp ` i i If �i I I r���re B. EDCE OF ENO WALL BE YGND. �►A
27 A3 J. A4 A 9. SOIJD GROUT. ''�► c y
QO�� 3 10. DIAGONAL BRACE: W A
11. BEAM. N •
Q23 23 23 23 23 I \ CEILING INSULATION BY TENAN I \ �) 12. (1) #5 x 5'—G" A T E6". z 3 O
13. (4) #5 VERTICAL O BEAM, (1) EACH CELL - SOUD CAOUT W
14. #5 VERTICAL O 32. 0,C. 0 M� C�
x 16
16 3
3A x 16C. L _1 3IS. J5 HORIZONTAL O 48" 0,C. r•
h 3)` x 16�;.L. G L. 3Ax L3A }/ G
Q 4 . �. v . C
- 2 , �RUi�..DING SECTION 17. OPENING FOR 3*.g7* GOOK, U 4 CL
18. OPENING FOR 10'x10 WINDOW.
~ O 247 O C ` 1►2 - - 19. LOUVER BELOW RIDGE BEAM
`-� 2x12 1/8 �1 -0
-.-- - ?•S 6 21, ADDITIONAL 05 VCRT, EA CELT_ AS SFfOWN
S+,S+ C; A3 22. 19/32" PLYWOOD W/ 10d O 6" do 12- OC V)
B i' 6)jx24 C.L •, ` -- -- 6-Xx24 C.L. _ 23 ST6236
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Wb r ait �_�_+ 25. 15/32 W
" PLYWOOD W/ 6d O 4" Ac 12" OC BLOCKED TIF Z �
2x12\0 24 C' - w CN 26. DOUBLE JOIST O CORNER
19 '_' 10 j- - � 27. 4x16 C.L. FASCIA F" d Z
4 ` j _ +�--'- 61i►x22 G.L. ORIDGE -- c3 in dri6Xx22J¢ G.L. O RIDGE 3
ON
i" 28. 3)6 x 15X G.L. FASCIA
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4 � QYx .) �� A3 [�., m
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4" O.C. � "'"r---"`- � 19 j � �-
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� LEGEND <
3 +6 2..� / �g 23 +6 23
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�:ID SEE FOOTING SCHEDULE
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I I i i 106/10/ 94
12 DRA14N BY:
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-- "' - - - - - - ip' NOMINAL SIZE STEEL REINFORCING
_.
MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS
O CON T. 1'-6" 8" (2) #5 CONT CNTR UNDER FOUNDATION WALL I SHEET
25
3 , 5-n" 2'-0" 12" (3) ,y4 (6) #4 CNTR UNDER FOUNDATION WALL
4 3'--6" 3'-6" 1'-0" (4) #4 (4) #4 CNTR UNDER CMU WALL
A 2
4'--0"- 4'-0" 1'-G" (5) #4 (5) #4 CNTR UNDER COULUMNS
of OD
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t
61 3 4. BATT INSULATION ABovE CEILING BY TENANT, V
17 - _ 1 5. i R U
1� _ •-� 7 '" e r? EE DRAINING GRAVEL.
` � �� _. .••\""''"� � iI 3, 11 ii- - r'�i t � r�_•..J �,, `- 6. COMPACTLD STRUCTURAL FILAOR UNDISTURBED NATURALSOIL,
7. STK?EfFONT GLAZING SISIEA �
8. R-•17 RIGID PERIMETERINSULATION
' w•
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1
INSULA TION (24" TOTAL PER 5303 (d) 4.j • '
9. BUILT OO
UP ROOFING.
•
27 , •,.=' I �
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25 �
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j 19. END WALL BEYOND. U ;c r' 2 C
• K.1I I20. CEILING BY TENANT. Q _c
-• ! • I 21 3 ROWS OF SOLDIER COURSING.
j a ; 22. STANDING BATTEN METAL ROOF OVER 301b FELT k 'jb" PL'?-*OOD
` • o t S4 23. 1' AIR SPACE.
w. t q ,• I r 24 ; 24. FUTURE GYPSUM WALL BOARD.
"' o+I 15 `• I -�` 3 0i 54 25. TYPICAL. VAULT RE1NF FOR WALLS, CEDING do :;LIB
" N I 3 /5 O 3' U.C. EACH FACE EA wAr, SraGGEREr) V)
26. A' CMU WALL.
24 27. 2x BLOCKING. w
23 28. BEAM. (SEE FRAMING PLAN Fop ;!ZF�)
19 x
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731.5 I 41 LA-
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• - -- _ 1. WEEP HOLES O 8' O.C. (j�
41
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I 46. TS 5 x 5 x Jk DIAGONAL BRACE. U
L- t iJ 47. fL' 34 x 11 x 13 w/ (4) %0 x 10" A.B. 08' O.C. Q
'2 �- ---- •'� �" \J '{d .� , ----�-- 48. 2 x BLOCKING 16d TOE NAIL O 8. O.C.
----- "' ` r • t RA3 SIMPSON HI O EACH TRUSS
I
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=- ----- ._- A3 50. 15# BUILDING FELT '
12/27/94 51. BEVELED BLOCKING ABOVE BEAM
52, 15 O !6' O.C. EXTEND INTO CMU O REINFORCED CELLS. E
STOREFRONT_WALL SECTION 2 WALL SEC'nON THROUGH VAULT 53, R J4 x 6 x 8
314'=V-0- 3 3 EAST WALL SECTION TYP. 4 WEST WALL SECTION 54• 15/32' PLYWOOD W/ 8d d 4' & 12' OC BLOCKED TYP
3/4"=1'-0 A3 3/4"-1'-0' A3 55. 1/2 TYP OVERHANG
56. METAL SIDING PANELS �~
57. j6" PLYWOOD
4 1 RA3 58. TRUSS BLOCKING BY MFR. N r
" / \ 59. USE PERFORATED PANEL AT THIS POINT FOR VEN'!I_ITlON
6/6/96 Z
// 10 48 65 60. COMPRESSION CHANNEL
2 O
61. REMOVE PLYWD. BETWEEN 2 TRUSSES O Ndt:S SIDES Or CANOP r 0
FOR ACCESS AND VENTILATION.
A4 49 62
51 62. RIGID INSULATION CRICKET U
191 oe
50 4 0" 63. 2X6 CRIPPLE L
64. SIMPSON A35 (2 PER BLOCKING) W
44 �\ 48 �- 65. SCUPPER
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DATE:
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2/16/95 6 9
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• STRA.p SIANDARU DEIAIL 8.�. ROOF F-- 0
/ 4x6 P.T. LEDGER Y/}� _ \ - -_-_ ---_cARuw.E 'rRB 160 24 GA, ' Q •'' 1
• T GLU-LAM BEAM 11
- -- A.B. • 46' U.C. � y HAI FIELD BEND THE PAN OF THE l� - -CANT STRIr➢ c
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SIMPSON l STA 11 O 48" O PAR AN0IOR t, 91, AS SH01MV � CAI F U'•1�
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4 s/e. t'-3 t 2' '" a ' .4.. El (1) EACH CELI. - SOLID GROUT I ____ -
.�.-.._� .CARUSL£ S1.-102 UrVEA 'ANEi.-S
24
USE GPERFORATED PANELS • r�
E & 'N ENDS FOR VENTILATION
IF
WING WALL FOUNDATION z 'TYP. RIDGE BEAM SEAT 3 WALL REINFORCING AT BEAM SEAT a ROOF TRANSITION DRIVE-THRU 5 DRIVE-THRU CANOPY SECTION z =
A4 1 1j2"-1'-0" 1 1/2"-1'-0" q -- 1 1/2"-1'-0" 1 1/2" ,'-o" 1/L'=, ,• �-. z
I._
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iAJ
— W YU 1
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/----- F',JTURE GYP, BOARD BY TENANT 1 STOREFRONT MACHINE BOLTS -� __+
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j - ANODIZE& ALUMINUM BREAKSHAPE- ---
- -
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FOUNDATiON LINE FOUNDATION LINE-
e STOREFRONT PLAN STOREFRONT PLAN a STOREFRONT PLAN rg--NNSTOREFROW PLAN ,o BEAM TO COLUMN CONNECTION
-- 1 1/2"=1'-0` Ni q 2" ' " 1 1/2"=1'-0" , ,/2"= =G• WQJ
0
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4/3/95
2x BLOCKING . / -------- --- BEVELED SIDING
-2x8
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3/16 N I
`- -GLU-LAM BEAM I 5 1/8" x 16 1/2K 1'\
/�/o> I _ -�
3/18 FASCIA BEAM -5 1/8" x 16 1/2"
1 -SIMPSON GL85A BEAM SEAT I \`- -_R 140005 W/ (2) jt("0 M. BOLTS ---
1
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s � � 1
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a I ._-�`----BRICK VENEER
C
J4' ___ I ____ DRANT, 3
WINDOW BEYOND 0 WEEPS � -
-----r- --24 GA SHT MTL FASCIA PRE-PRIMED SLS/,��yy
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TCS PIER CONNECTION COLUMN CAP TO FASCIA SECTION FASCIA DETAIL �IwKE� BY;
r �5EAM _
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=� 1r DATE.
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