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COWRIC &L USE: (1)
(2)
(3)
(4)
RESIDEITAL USE: (1)
(2)
(3)
DISCONNECTING MEANS:
(1)
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All wire shall be # 12 -2.
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TYPICAL
LAWN STORAGE pU I LOI
L- EC731 C4.k ± AOIB
All wire shall be run in conduit.
All circuits shall -be 20 Amps.
All circuits shall be required
to have bonding wires.
Rorex wire.is acceptable.
All wire shall be # 14 -2.
All circuits shall be grounded.
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All disconnects for both COMMERICAL
and RESIDEDTAL shall be provided in
accordance with N.E.C. 230
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- FOUNDATION NOTES-
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LAWN 5TORAe WLOINCI
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1. General Contractor to vertify dimensions as noted on the
plans with the Manufacturer prior to concrete placement.
2. All concrete used in footings shall have an ultimate
compressive strength of not less that 2500 psi at 28 'Jays. -:
REFER TO SECTION 1302.4.1 STANDARD BUILDING CODE.
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3.. Steel reinforcement shall conform to ASTM A -*615, Grade
60 - -..
4. Foundation Design is based on 2004 P.S.F. soil with
dilnensions as shown.The site Contractor shalt vertify
soil conditions conditions with a GEO- TECHNICAL ENGINEER AT THE SITE.' -
b. All soil under the foundation and butlding'shall be _.
treated for protection of termites,by others.
6. All. steel bars and angles shall be A -36 MINIMUM
7. All bolts and hook -eyes shall be A -307 MINIMUM.
8. Concrete blocks utilized in the pier% shall •conform tip'
ASTM C -145, Grade "N" mamufactured with high•strength-�
concrete `_-
(3500 psi rinio•�um),• and shall be well cured. ;
:9. Any turnbuckles used under this foundation shall be
galvanized with a capacity of _t>c)c> p. :unds °MINIMUM.= •
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SON- STRUCTURAL METAL OR ALUXIYIX sheets shall bne supported
by wood sheathing or equivalent backing where required.
METAL and ALUXINI?M sheets shall be attached as set forth in
paragraph 2809.4(c). Attachment shall be made not to exceed
12" o.c. in both field and edges and attachment be made with
no less than an 8d nail or a 16 wood screw.
All work shall be in accordance with the SOUTH FLORIDA
BUILDING CODE.
All MATERIAL used shall have DADE COUNTY BUILDING PRODUCT
CONTROL APPROVAL.
A L1- PL�w c c' ugbeo Pt LL APA K4T57
(1) - r t -11 'N4LL F'E 19/62" - rule
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MODEL \N0 loco LEgGT-1 s 9' -55i: Faro & wac.t. &. 45 .
A 1. We, 12/0 LENGTH a 11'4.W2 Fog 8 WALL €) �
MATERIAL = 16 te . 0,601. Pit s
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11k1 - 1141S Iv‘ETNOD• T'iF_ :UCN01- T'•J2•ED THE PULL DEYTN OF FOLD .
FEET INTO THE GROUMD EY AM AMC.-t32 D21VE 4►RC�; RJE.
I. ATTACIA AiJC'IOR TO 4tiAck-lt1vE
Z. AUCiE2 1S PLACED IM - PROPER • POSITIG!U ■KA UE WITH STK AP A'sJ
N1ACHINAE STA2TED.
3. MAGI- SHOULD, BE I USTALLED A T A SL r S NT A Na LE AS SHOW Al
TO ASSURE NEAR EEINC - POSITIOIJED EEH11JD rJ 1"U.2E SKl2Tl,UC
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Z x4 TOi' PLATE
FOR tUU 11■MUJ SI ZES 4
P(ACETIIEMT 5E
FLOOR 'FLAK c G KIttc.en I �.
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STKAPPIMCL. USE 2 S
2 ACC ;TIOIU AT ERCR Sly Ci
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I. A IIOLE IS Old TO A DEPTH OF APP7DXIUATELY TWO FEET ;AJ LIAJE
�UJtTN STRAW A - T R SLIGHT J LE r S `.,HOUJIII TU ASSURE HEAD
BE9J4_ - OSITMn JED BEH1ftib FU1'U2E 5 �/PTI,\JC..
'2. AFTE2 THE BOLE 1 S DUB TD 24-" DEPTH, "THE A IVLHU2 / S TUT UED
11`lT� TIRE GT20UKSD BY NMTJD, USII`16.. A ROD OTZ LEPJGTU OF PIPE
FOR LE.V E1 Nf_E .
3. A F TEE- AKLNaa I S RJSTAL L I; D TO FULL DEPTH, EARTH IS 2E-
1I -Io -86
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P E. APPROVAL
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SIDE WALL - TIE MUM STRAW COMMECT101S
TY-P SKID
(2) Zx(
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WM. 21/2" LO1U&
401J K1p
S TK.N.P TO TURD UtiC "TO et o
FOR. PM" X .035 TUWCiC TIE DOUJIU STRAP
SKID TIE DDWII S1 A C0k1 k\ECTI Did
M O S G A L_
NOTES lu 1K) I M M. STAUDARDS ;
FR 1= l�
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I '3/',.e.0 1 Sr" t:► NORT4
L A RG O 1=-L r .1 t o 3 4<3. 4-1
813 Q`19 1
LARK BUILDERS INC.
P.O. 80X 430
#/L D4'000, FLOR /OA 32785
SCALE . Y4.
PAT£. 7 -24 -84
APPROVED BY.'
T /TL E .• ANCHOR s rs rEM
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REV /SED
PAGE NO.
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AGUE 1)ECK(k i 2- SCREU1s
IM HOIST.)
1 X .035 THICK TIE DOWM 5TRAR
1. PIER. ? UA1DAT10TJS SHALL E. iUSTALLI=D DIRE/ TLY UTJDEI .
TIRE MAIM SKIDS OF THE STRUCTURE . THE - PIETL3
SHALL kiDT FUTZT4ETZ APART TNAA1 SIX Ft=�T . OAI
CEMTC:ie AMC. - 1 - 14E MAIM SIC 1D FROLT OR. BAL. SHALL
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LG ENGINEERING SERVICES, INC.
Consulting Engineers
2020 N.W. 7117 Street
Miami, Florida 33125
Tel: (305) 649 -6454 Far: (305) 541 -3298
A. R. 1 Roofing Contractors, Inc.
8651 Northeast 10th Court
Miami, Fl 33138
Project:
Dear Sirs;
TILE UPLIFT TEST
Mierke Residence
825 Northeast 91 Terrace
Miami Shores, Florida
Information provided by client:
Permit Number: 47756
Date Completion: January 15, 2001
Roofing Contractor: A. R. I Roofing Contractors, Inc.
LG Engineering Services, Inc. Project Number: LG01 -0135
(Testing Laboratory Certificate #00- 0224.07)
C•I•v•I•L
E•N•G•I•N•E•E•R
January 22, 2001
In accordance with your request and authorization, a representative of LG Engineering Services,
Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard RAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and
mechanically attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 5000 square feet, and the mean height of
the roof is less than 30 feet above ground surface. The type of tile used for this project was
reported to be Monier Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile
in the perimeter area and one test for every 200 square feet of roof tile in the field area were
tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof
tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner
were physically examined.
Based on our test results, we conclude that the installation of the roof tile at the above referenced
project meets the test requirement outlined in the above mentioned protocol. Attached please find
a copy of our test report for your review.
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
M Sonny Sall P.E.
Project Manager
TILE UPLIFT TEST
Mierke Residence
825 Northeast 91 Terrace
Miami Shores, Florida
Test Number
Test Load (lbf)
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
Report of
'TILE UPLIFT TEST
for
:1lierke Residence
825 Northeast 91 'Terrace
Miami Shores, Florida
Project Number: LG01 -0135
LG Engineering Services, Inc. -- Tile Uplift Test Result - Project Number: LG01 -0135, Page 1
Test Number
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Test Load (lbf)
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
Test Status
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
. . . . . . .
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Aruinber.. LG01-0135, Page
<North
4
Approximate Test Location
LG Engineering Services, Inc, -- Tile Uplift Test Result -- Project I''uinber: LG01 -0135, Page 4
Test Number
Test Load (lbf)
Test Status
53
35
Pass
54
35
Pass
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
71
35
Pass
72
35
Pass
73
35
Pass
74
35
Pass
75
35
Pass
76
35
Pass
77
35
Pass
78
35
Pass
79
35
Pass
80
35
Pass
81
35
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -0135, Page