6855 SW 63 ST EB-93-084-002 'CONSTRUCTION NOTES:
Relocate existing mail box,and paint. Color to match shutter.
2.,, . New-bird bath by owner, installation by General Contractor. '
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3. Precast.concrete simulated keystone pavers (24"'x 36") on sand.
�Prcvide� spacing as necessary.
4. -Remove existing pavers. <
5. 111 asphalt driveway on 6",minimum'crushed stone-unifonnly graded N
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and compacted
6.� Existing white,cement tile roof. ,General Contractor shall reinstall 0 :3
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any lose roof tiles and paint.': Color to match existing.
7. ' ' ' ', Inspect wood fascia-and soffit,for termite damage. Replace all < -0
damaged wood,encountered. Notify Architect and O=er before repair. 0
8. Repair all existing hurricane shutters and.paint.-'Color to be
selected by Architect. General-Contractor shall reinstall.hurricane Z
shutt:ers with larger fasteners�.
9. Existing windows. Replace caulking as-necessary.
10. Paint existing stucco. Color to be selected by Architect. LIJ
11. New 7" stucco sill.with 1/211 minimum projection. Remove existing
,,paint and rough up existing.stucco. Apply.bonding for proper
adhesive'.
12. Remove existing stucco brick veneer.
13. Remove existing paint and rough up,existing stucco and aplly
bonding.- Restucco wall to match existing.,
N(mr 7" stucco band with 1/2",minimLunprojectioh.
15. New 7''' stucco sil-I with, 1/2" minimum projection. E3
16. New stucco uhdersill with 1/2" minimum proJection.
17. New 4" stucco cap with, 1/2" minimum projection.
18. . New wall mountedlighting fixtureby O�mert .installation by General Ui
Contractor. <
�19. stucco pediment. See detail "AI', 'sheet A-1. C\J
20. New stucco lintel. See wall section "l", sheet A-1. f r%
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21. Tapered from 12" to 10" precast concrete simulated keystone
non-structural pilaster. (Tuscan:Order)
22. Tapered from 12" to 10" precast concrete simulated keystone
non�structural colulms. (Tuscan order)
'31f,diameter x 1/4" tubular steel column.
23.
24. Composite %mod beam. See detail "B%, sheet A-2 for size of members.
25. Relocate existing'6'-O"x6'-8" aluminum french doors. Installation U_ (D
by door manufacturer.
37"x 63"-2 aluminum casement windows with clear single
26 New ,4
Ln
glazing, 4 authentic dived lites per leaf, white frame, and screen U.
by-"Security Aluminum Windows and Doors."1, 5100N.W. 72 ave., �Iiami, OD
'. Florida, 3
3166, phone (305) 591-8990. General Contractor shall,
order 'windows with plenty'of time in order not,to delay construction. r_:X115T G 5EV)i0om 6r=o�oom 0 4-'
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27. . 1x10 paint grade wood fascia win scarf joints. -0 Ln
28. 24"x 24"x 12" concrete footing with 3 51 each way. -C
EX15T'ig 5NIMMIWO !000L. LL_
29 Existing grade. LL_ = o (D
30* Stucco riser to match existing. 0 4- QD
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31. Center line of walkway.
Exis ing garage door.
Cr nE
32. t L0
33. 8"xlOx5/8" precast concrete simulated keystone boarder, set on
mortar bed. < 0
rl- E n
No. 655 installed'in a basket weave pattern, set.on
mortar bed 'on 4" concrete with 6 x'6-10 10 w.w.'f. Brick to'match
poolL deck verify prior to ordering.
35. 17 11/2"xL 17 1/2"x 8" precast concrete simulated keystone pilaster L
cap set on mortar bed.'-
36., ' "'L,Brick pavers No.",L655 ins I talled in a running bond pattern as shown ::3
�onLplan,' set on mortar bed.
37 8"x 8"'x 5/8-1 t concretL e simulated L.keystone inlay, set on
precas
mortar, verify actual size of inlay.
38. Recessed step light by O�-.mer and installed by General Contractor.
39. 17 1/2!x 17 1/2Lx 4".precast concrete, simulated keystone pilaster
cap with flat top.
40. Edge,of asphalt driveway.
5X�i`5T'G NTCHtEg
41- Property Line.
42. 4"' minim= concrete cap.
11 1 1 1
16 x 16" concrete block pillar with 1 #5 vertical in 2 concrete E-YI15TG FOOL 0=6.C6
43.
filled block cells.: Block cells shall be in diagonal with each
other. Finish pillar with stucco to match residence.
44. Ceramic tile house numbers by aivner and inlayed in stucco.
Installation by General Contractor,
45. Foam crown molding with a,smooth stucco finish by "Foam Factory,'
-Inc.", 3510 N.W. 53�street, Ft. Lauderdale, Florida, 33309, phone
L___J
Pade, (305) 956-9078 or approval equal. All installation as per
manufacturer specifications. Submit sample for Architect approval.
46 Stucco lintel with 1/211 minimum projection.
47. 1 1/2" half round stucco band.
48. , Existing window or garage door beyond.
49.' Existing tile roof beyond.
50. New galvanized metal gravel stop.
51. 1 x 2'P.T' wood blocking.
grade plywood-with grade "A" at painted
52. 3/8" xior surface.
53. 4"x 12" aluminum screen vents at 48" c.c. to match existing.
54. Edge of wall beyond.
55. Precast concrete simulated keystone with'1" bull nose.
56 Top of walkway. I 'J
8"x8" concrete thickened edge with 1 #5 continuous. F-)(115'TG _X 15T G Ll JG 500� G _reF%r`IAC5 F_X1,3TG GAh I A I g6a
57'.
tG a! H,a
58. Non-shrink grout.
59. 4" concrete slab with 6x610/10 w.w.f.
60. Encase all structural steel in concrete. TT
61. 9"x 9"x 1/2" steel base plate anchored lath 4 -5/811 "J" bolts ,
embedded in concrete footing. 0
4-
62. 1/2" expansion joint.
63. 'Well compacted inorganic fill. UJ
64. 3/4" plywood-to'match existing. U E
65. Built up gravel roof to match existing. 41
67. 'Remove existing fascia.
66. 2 x 8 wood sub-fascia. M17
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68. hurricane metal strap at each joist. �A L L�
L -I-
69. t:
a.4'-0" minimum overlap and anchored with 16d galvanized nails at C
L_ 0
Extend overhang with 2 x 8 ucod joist to match existing joist with
10
CQ 0
.12" staggered on each side. E-X I 5T G ' 'OLAW"' L
3/8" metal lath on
70. Install new soffit with 3 coats of stucco on 4-
I I ----- i-I___- -- -
building paper. �F_MOVE FLART5
nStalled by Contractor. U_
71. New recessed lighting fixture by Mmer and i C:
- Submit sample for Architect .......
�72. .1 3/4" paint gradd crown molding 0
approval. 777iz
+
73., � Caulking.
74- Stucco wall beyond. (3
ct�I 1�4 +
75." center line of, columis. 0 "or V)
76. Existing concrete cap. I rZ
77. 3 rows of 8"x 16"x 5/811 precast concrete simulated keystone boarder,
set on mortar bed. See floor plan for pattern.
78. Existing 3/4" plywood sheathing., Verify on site.
79.
Existing built up gravel roof. U)
80. Existing 2 x8 wood joist at 10-c.c. as per existing drawings. (D
81. Existing plaster terrace ceiling.
82. , , Existing,8"x 18" concrete beam with 4 #5 1 t.op and 2#6 bottom as 1.4 14
0 4-_
per existing drawings.
83. 1 x6 P.T. wood. buck jambs and header' anchored to existing concrete A, 1 0
tie beam as per window manufacturer specifications.
0
84. Stucco.on metal lath jambs and header. r_-X 1 637'Q 45 r L_
85. 1" precast concrete simulated keystone'sill with bull nose, set on TO G*004 LC)
mortar bed. LIGHT15
105
86. Patch stucco as necessary. TO
87. Existing masonry wall.
1 14.-T 64
88 Existing brick pavers on concrete' slab.
89. Existing 16"x10" concrete footing with 2#5 continuos as per
existing drawings. : 70
90. Extend pool deck'and pavers. as necessary to accommodate base of
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colur 05-0
91. Scribe existing screen to precast concrete column.
92. 6"x 8" concrete filler with-2#5 vertical embedded 3" into,existing
concrete tie beam and cap. J
93. Remove existing 16"x 16" concrete grill blocks. revision
94. Remove existing slab.
95. New 8"x 12" concrete column with 4#5 vertical and #3 ties at 12" TO EMTRY LIGHT5
c.c. embedded 3" into existing concrete footing and tie beam. 09 MLAAi,
96. 8"x 8" concrete column with 2#5 Vertical embedded 3" into existing
concrete footing and tie beam. '
97. Remove existing concrete column after items No... 95 and 96 have project no.
been completed.
98. 1" recast concrete simulated keystone ledge with bull nosel set on
mortar bed.
99. See front elevation item No. 13 and 17.
100. Line of roof overhang above.
101. 1 x 10 paint grade wood with scarf joints.
loom 6010%
102. 2-2x 10 wd-Jodam anchored with 16d galvanized nails at 12" staggered I lk
on each ' FIV r Rui 1 1/4' f-OF date
side- Splicing staggered centered over columns.
103. 3/41' paint grade wood.
104. 3"x7"x1/4"x6" ,long steel angle welded to steel column. Recessed
steel angle into wood beam.
B Uetdl
105'. 4-1/2" diameter through bolts with washer. Counter 'sink bolts
into wood beam. A-2 THRU. WD. BEAM
106. 3"x 4"x 1/4"x 7" long steel angle anchored with 2-5/8" diameter
x 4" red head into existing concrete beam and 2-1/2" diameter bolts VEDsheet no.
through wood beam with washer. Counter sink angle and bolts into OF S H M.
wood beam.
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