HomeMy WebLinkAboutSP2008-500234Elevation Area:
1643 SF 100%
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Metal SW 6096:
5 SF 0.30%
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- Metal SW 6629:
7 SF 0.43%
METAL CAP''
1.4
Metal SW 6115:
4 SF 0.24%
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Split Face CMU:
58 SF 3.53%
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Face Brick:
470 SF 28.61 %
:....:........ .. .. PAINTED STUCCO (SW
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Stucco SW 6096:
216 SF 13.15%
, 6096 JUTE BROWN)
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Stucco SW 6115:
184 SF 11.20%
...:
:. PAINTED STUCCO sw
SMOOTH METAL
(B
up 'rs
Door & Window Area:
699 SF 42.54% - _
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CANVAS
AWNING
(SW 6207
RETREAT)
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RETREAT)
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RETREAT)
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SINGLE BAND OF
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/ DOUBLE BAND �
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FACE BRICK
FRONT ELEVATION & CONCEPT PLAN '
SCALE: 1/4" =1'-0" 11
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Elevation Area: 418 SF 100%
Metal SW 6096: 6 SF 1.44% Elevation Area: 418 SF 100%
Metal SW 6629: 3 SF 0.72% Metal SW 6096: 6 SF 1.44%
Metal SW 6115: 1 SF 0.24% Metal SW 6629: 3 SF 0.72%
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Split Face CMU: 38 SF 9.09/o o Metal SW 6115: 1 SF 0.24%
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LINE OF R BEroND Face Brick: 263 SF 62.92%
Split Face CMU: 38 SF 9.09%
E °R Y Face Brick: 263 SF 62.92%
• Door &Window Area: 107 SF 25.60% .: .
Door & Window Area: 107 SF 25.60% o
CANVAS L
AWNING CANVAS
t y (SW 6207 Tit
AWNINGyRETREAT) (SW 6207n06 � RETREAT) + �N
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95'-0" c� U 7
30'-10" 30'-0" 7-1"
59'-2" 3'-0" 12'-3" 2' 8"
2'-1"
2'-8" 12'-3" 3' 0" EMER. EXIT
EMER. EXIT DISCHARGE LIGHT Qp..I
DISCHARGE LIGHT �.I- \ \ �,✓ t
cv "
2
V-4" '-6" S-1
TYR
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THIS AREA OF FOUNDATION LEFT THIS AREA OF FOUNDATION LEFT THIS AREA OF FOUNDATION LEFT
OPEN FOR FUTURE TENATE OPEN FOR FUTURE TENATE OPEN FOR FUTURE TENATE
FINISH -OUT FINISH -OUT FINISH -OUT,'
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l DECORATIVE
LGHTS SET TO
23'-0" TMER
30'-10"
3'-3"
26'-8"
30'-0"
3'-3" 3'-3"
26'-8"
30'-0"
11"
3'-0"
2'-1
3'-0"
3'
"
3'-4"
3'-0"
I 6'4"
6' 4. I
I
0
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95'-0"
M
FOUNDATION PLAN SCALE: 1/4" =1'-0" 01
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GENERAL NOTES FOR CONCRETE
I
TIES (REF. SCHED.) 1 ) ALL CONCRETE TO BE 5 SACK MIX, HAVING A 28 DAY Q w
COMPRESSIVE STRENGTH OF 3000 P.S.I. [--+
I
VERTICAL STEEL 2) MAXIMUM AGGREGATE SIZE IS 1
J Z
L_ 3 USE 60 KSI (MIN.) FOR #4 REBAR AND SMALLER MIN.
I I (REF. SCHED.) )
4) USE 60 KSI FOR #5 REBAR AND LARGER MIN. H 0
I I 5) USE TYPE "I" PORTLAND CEMENT
_ 6) POUR ENTIRE SLAB AS A CONTINUOUS POUR, UNLESS
o
APPROVED BY ENGINEER r--, W
7) DO NO SCALE THIS DRAWING, USE DIMENSIONS W
I SHOWN FOR ALL LOCATIONS
I I 8) ALL REINFORCING STEEL AND CONCRETE PLACEMENT
SHOULD BE INSPECTED BY PROJECT ENGINEER AND
WILL BE SUBJECT TO HIS APPROVAL O
36 BELL BOTTOM
I I -MUST BE CLEAN-CUT 9) �" x 1 O" LONG ANCHOR BOLTS SHALL BE PLACED ANAEXTERIOR WALL
u
I I AND FREE OF LOOSE MATERIAL ON 4 FT. CENTERS AROUND ALL
SECTIONS OF TIMBER STUD CONSTRUCTION, WITHIN
L J OR AT 6" FROM EACH CORNER AND NO BOLTS
I I IN DOORWAYS.
I 10) ALL GRADE BEAM STIRRUPS ARE TO BE 3" CLEAR
T-0" BOT., 2" CLEAR SIDES AND 11" CLEAR TOP.
GENERAL NOTES
PIER DETAIL SCALE: 3/8" = F-0" 02 1) THE SITE SHOULD BE STRIPPED OF TOPSOIL AND MISCELLANEOUS
FILL MATERIALS AND DEBRIS (IF ANY). THE SUBGRADE SHOULD
SIDEWALK RE: CIVIL BE PROFROLLED TO EVIDENCE ANY SOFT SPOTS WHICH SHOULD BE CD 00 00
5 2' x 1 2" BRICK OR 1 2" x 1 2" EXCAVATED TO FIRM THE SOIL. o 6 0 0 0
c� o In � �r
1/2" EXP. JT. W/ SEALAN
.-� I N CD N tV
STUCCO LEDGE. SEE PLAN THE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 6 INCHES ILA tA N
FOR LOCATIONS 12" - #4 DOWELS @ 18" O.C. 2) o 0 0 0 0
AND MOISTURE CONDITIONED TO ABOVE OPTIMUM. THE SOIL
PROVIDE 12" MIN 18" MAX PROVIDE 6" MIN 12" MAX SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT OF
OVERLAP OF VB FOR THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD
OVERLAP OF VB FOR PROCTOR DENSITY TEST (ASTM D 698).
%FUTURE FLOOR SLAB BY __ ___ °-_-- ---_ _ _ FUTURE FLOOR SLAB BY d
---
� - ° -- °----%:-- - -- -w > ° � � � •; OTHERS. NEATLY TUCK IN.
w > ° OTHERS a U O 3) SELECT FILL USED TO ELEVATE THE GRADE SHOULD BE COMPOSED
U .:.::. ............
° a°i ° 1 ° °°i a ° °i i OF CLEAN SANDY CLAY WITH A LIQUID LIMIT LESS THAN 40 AND Q
12"-#5 DOWELS @ 18" O.C. - ° 12 -#5 DOWELS @ 18 O.C. A PLASTICITY INDEX (PI) BETWEEN 7 AND 20. Z Q E
I I i a I° i I �� Z
SELECT FILL _ - �; a 9 SELECT FILL 4) THE FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTS AND W� p U
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM p p
c) --' .i ° ° ° ' ° #4 STIRRUP 24" O.C. DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR DENSITY p
#4 STIRRUP @ 24 O.C. III! I x U
I TEST (ASTM D 698). THE MOISTURE CONTENT SHOULD BE WET Q ►-a
4 OF OPTIMUM.
4p
4- CONT. #6T&B 4- CONT. #6T&B �1
I I p
° r ° ; ° 1 ° I A BEDDING LAYER OF LEVELING SAND, TWO -INCHES IN THICKNESS, SHOULD BE ti ti
.
•; CONT. 6 MIL POLYETHELENE �_____ •% ' CONT. 6 MIL POLYETHELENE PLANNED BENEATH THE FLOOR SLAB. A VAPOR BARRIER CONSISTING OF 6 MILL ti ti
o ° VAPOR BARRIER a - VAPOR BARRIER PLASTIC SHEETING SHOULD BE PLACED OVER THE SAND CUSHION TO PREVENT
�.-.------------- '---------- WATER MIGRATION THROUGH THE CONCRETE SLAB. THE EXCAVATIONS FOR THE
GRADE BEAMS SHOULD BE CLEAN AND FREE OF ANY LOOSE MATERIALS PRIOR
TO CONCRETE PLACEMENT.
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PER PLAN
PER PLAN = M 0 ¢ N
cn
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/
BEAM DETAIL
SCALE: 3 4" = F-0" 03 BEAM DETAIL SCALE: 3/4" =1'-0" 04 NOTES No Scale 05
AREA SUMMARY
TOTAL SLAB
1,973 SF
TOTAL LEASE SPACE AREA
1,735 SF
PERIMETER
254'-1"