98-241STRUCTURAL COMPUTATIONS
FOR
MIAMI SHORES PRESBYTERIAN CHURCH
RESIDENTIAL RENOVATION
PROJECT
LOCATED
602 NE 96TH STREET
MIAMI SHORES, FLORIDA
JANUARY 31 TH , 2005
ORDER: 98 -241
Pages: 7 +cover
TOM MARINOS, P.E.
CIVIL & STRUCTURAL ENGINEERING
State of Florida Reg. No. 51562
1785 SW 185 AVENUE
MIRAMAR, FLORIDA 33029
TEL.954.392.7540
TOM MARINOS, P.E.
Civil and Structural Engineering
1785 SW 185 Avenue
Miramar, Florida 33029
Tel: (954) 392 -7540
Fax (954) 392-7540
E -Mail: civilengtm@mindspring.com
Project:
K
M prr ,' „rt,ne 9
--1)R56`1'ree(A-A-1 cA4Ju
6 ma 96411 f-, rivfaTtelt Stt31' S,PC.
1
Order No 98-247
Engineer T
Date: / -3i -oS`
Page
Rev
Struc ee Type
Wstd Speed (V)
Category
Exposure
Nat Frequency (n1)
Slope of Roof (Theta)
ype of Roof
d (Dtrectata ► Factor)
ve Height (Eht)
Height (RHO
Mean Roof Height (Ht)
Perp. To Wind Dir (B)
ParaL To Wind Dir (L)
Ratio (beta)
dg
146
Ifl
C
1
5
Gabled
0.85
25.00
25.00
25.00
90.00
80.00
0.01
mph
Hz
Deg
ft
ft
ft
ft
ft
Red values should be
Cam Parameters'
Type of ire
east Horizontal Dim
Structure
I 0.31
No
WIND98 v3-04
Wind Load Design per ASCE 7 -98
Description: MIAMI SHORES PRESBYTARIAN CHURCH
TM
hvough Wain Meru'
Copyright 2002 - MECA Enterprises, Inc www.mecaconsulting.com
Table C6-4 Values
9.500
900.000
0.105
1.000
0.154
0.650
0200
500.00 ft
0.200
15.00 ft
, Structures
ustl For rid structures (Nat Freq > 1 Hz) use 0.85 0.85
Dust Rider Categetioft: ` traltici StrUctunet Coin** A :` . ...:......_
0.6 * .t
Lzm
ust2
Cc * (33/z)"0.167
r(zrnl33yEpsilon
(11(1 + 0. 63 *((MIn(B,L)+Ht)/Lzm)"0.63))"0.5
0.925* 1 +1.7*fzm*3.4 *Q 1 +1.7*3.4 *Izm
15.00 ft
02281
427.06 ft
0.8908
0.8675
r
•
Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
0.85
1/31/2005
Page No. 1 of 6
c
Kz
Kzt
qz
dbl t"2
Pressure (Ibtft" 2)
Windward War
+GCpi
-GCpi
25
0.95
1.00
50.42
2521
43.36
20
0.90
1.00
48.11
23.64
41.79
15
0.85
1.00
4528
21.71
39.87
WIND98 v3-04
Wind Load Design per ASCE 7 -98
6.5.12.2.1 Design Wind Pressure - Buildings of Ali Heights
Table 6-7 internal Pressure Coefficients for Buildings. Gc I
Open &sidings
P erdaiy Enclosed Bungs
Enclosed Bugs
Enclosed Building
Max
0.00
0.55
0.18
Copyright 2002 - MECA Enterprises, Inc. www.mecaconsultig.cam
tic
Max -
0.00
-0.55
-0.18
0.18 l -0.18
1/31/2005
Page No. 2 of 6
WIND98 v3-04
Wind Load Design per ASCE 7 -98
Figure 6-3 - External Pressure Coefficients, Co
Loads on Main Wind -Force Resist Mg Systems
�G The
>4
-4
1«
M
Z iN
iM
I
* Horizontal distance from windward edge
L
Vaaa
Kh
Qh
Khcc
Qhcc
2.01 * (Httzg) * (ti ) •
Topographic factor (Fig 6-2)
.00256*(\!)"2'''I*Kh *Kht*Kd
Comp & Clad: Table 6-5 Case 1
_.002561/A2 *t*Khcc *Kht'Kd
0.95
1.00
50.42
0.95
50.42
psf
psf
Wall (See Figure 6.5.12.21 for Pressures)
Copyright 2002 - MECA Enterprises, Inc. www.mecacorg.com
Cp
0.8
Wind Normal t 90 ft Face Cp
beset S kfr other v F &reams - ..
Leeward Walls (Wind Dir Normal to 90 ft wall) -0.50 -30.51 -12.35
ide Walls -0.70 -39.08 -20.92
• erhan9 Bottom (Applicable on Windward only) 0.80 34.29 34.29
Roof - Wwwl Edit to Vie {Ti as <10) - for Wind NormM to 90 ft face
Dist from Windv+rard Edge: 0 ft to 12.5 ft -0.90 47.65 -29.50
Dist from Windward Edge: 12.5 ft to 25 ft -0.90 47.65 -29.50
Dist from Windward Edge: 25 ft to 50 ft -0.50 -30.51 -12.35
Dist from Windward Edge: > 50 ft -0.30 -21.93 -3.78
Roof - Parallel to Ridge (Alf Theta) - for find' Normal- to 90 ft face
from Windward Edge: 0 ft to 12.5 ft -0.90 47.65 -29.50
from Windward Edge: 12.5 ft to 25 ft - 0.90 - 47.65 - 29.50
Dist from Windward Edge: 25 ft to 50 ft -0.50 -3051 -12.35
Dist from Windward Edge: > 50 ft -0.30 : 21.93 -3.78
1/31/2005
Page No. 3 of 6
Case A
Surface
GCpf
+GCpi
-GCpi
qh
(psfl
Mm P
(tsfl
Max P
(p)
1
0.40
0.18
-0.18
50.42
11.09
29.24
2
-0.69
0.18
-0.18
50.42
-43.87
-25.71
3
-0.37
0.18
-0.18
50.42
-27.73
-9.58
4
-029
0.18
-0.18
50.42
-23.70
-5.55
5
0.00
0.18
-0.18
50.42
-9.08
9.08
6
0.00
0.18
-0.18
50.42
-9.08
9.08
1 E
0.61
0.18
-0.18
50.42
21.68
39.83
2E
-1.07
0.18
-0.18
50.42
- 63.03
-44.88
3E
-0.53
0.18
-0.18
50.42
-35.80
-17.65
4E
-0.43
0.18
-0.18
50.42
-30.76
-12.61
5E
0.00
0.18
-0.18
50.42
-9.08
9.08
6E
0.00
0.18
-0.18
50.42
-9.08
9.08
Figure 6-4 - External Pressure Coefficients, GCaf
Loads on Main Wed -Force Resisting Systems w/ Ht < 60 ft
Kh = 2.01 *(Ht/zgp`(2/Alpha)
Kht = Topographic factor (Fig 6-2)
Qh = 0.00256*(V)"2*ImpFac *Kh *Kht*Kd
* p = qh * (GCpf - GCpi)
4E
WIND98 v3-04
Wind Load Design per ASCE 7 -98
0.95
1.00
50.42
Copyright 2002 - MEGA Enterprises, Inc. www.mecag.com
Page No. 4 of 6
Case B
Surface
GCpf
+GCpi
-GCpf
qh
(Psf)
Min P
(Psi
Max P
(Psf)
1
-0.45
0.18
-0.18
50.42
-31.77
-13.61
2
-0.69
0.18
-0.18
50.42
-43.87
-25.71
3
-0.37
0.18
-0.18
50.42
-27.73
-9.58
4
-0.45
0.18
-0.18
50.42
-31.77
-13.61
5
0.40
0.18
-0.18
50.42
11.09
2924
6
-029
0.18
-0.18
50.42
-23.70
-5.55
1 E
-0.48
0.18
-0.18
50.42
-3328
- 15.13
2E
-1.07
0.18
-0.18
50.42
-63.03
X4.88
3E
-0.53
0:18
-0.18
50.42
-35.80
-17.65
4E
-0.48
0.18
-0.18
50.42
-33.28
-15.13
5E
0.61
0.18
-0.18
50.42
21.68
39.83
6E
-0.43
0.18 ,
-0.18
50.42
-30.76
- 12.61;
• 1/31/2005
Kh =
Kht =
Qh =
WIND98 v3-04
Wind Load Design per ASCE 7 -98
Figure 6-4 - External Pressure Coefficients, GCpf
Loads on Main Wmd -Force Resisting Systems w/ Ht <= 60 ft
2.01 *( 9)"(u a)
Topographic factor (Fig 6-2)
0.00256*(Vr2`impFac *Kh *KhrKd
0.95
1.00
50.42
* p = qh * (GCpf - GCpi)
4E
Wind Direction
a
Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 6
port�t
Width
(ft)
span
(ft)
Area
(f *2)
Zone
GCp
Wmd Press (IbIft"2)
Max
Min
Max
Min
DOOR 1
3
6.67
20.01
4
0.85
-0.94
52.04
-56.58
3
6.67
20.01
5
0.85
- 1.16
52.04
-67.78
0.00
0.00
0.00
' a= 8
Figure 6 -5 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Build w! Ht < 60 ft
WIND98 v3-04
Wind Load Design per ASCE 7 -98
8.00 ft
Note: * Enter Zone 1 through 5, or 11-i through 3H for overhangs.
2
-r
1
a
Gabled Roof
Theta <=10
Copyright 2002 - MECA Enterprises, inc. www.mecacg.com
1131/2005
Page No. 6 of 6
owner
M Pest
Lam' Control
What's Bugging You?
ry
JOB NAME
LOT (7) BL nOC d / ? 1 SUBDIVISION
( 1 (t .1 .4A:i1 l l tom+ " DIVISION
l'? Sfi
JOB ADDRESS / CITY STATE
BUILDER NAME
BUILDER ADDRESS / CITY, STATE
TERMITICIDE USED: IrOunl. �a
CIRCLE ONE:
TYPE OF SLAB:
SQUARE FOOTAGE:
CONCENTRATION:
DIRECTIONS
PRE - TREATMENT JOB WORK ORDER
COMMERCIAL'%,, RESIDENTIAL
DIRT FILL ANOLITHIC
TOTAL GALLONS OF SOLUTIONS APPLIED*
APPLICATION TYPE
TYPE OF TREATMENT:
JOB SITE PHONE#
Turner Pest Control, Inc. .
Representative
Date t f' > ®� a ,
Time
� - c'" '6
f f
e " fir" ` .
LINEAR FOOTAGE:
VOLUME:
Main Office
480 Edgewood Ave. S.
Jacksonville, FL 32205 -3775
Phone: (904) 355.5300
Fax: (904) 353.1488
Toll Free: (800) 225.5305
www.tumerpest.com
r
-
Total Amount Due for Above Work Order l$
I hereby acknowledge the
Order of the above described work:
Owner / Agen(
Date
October 10, 2005
Miami Shore Village
10050 NE 2 Ave
Miami Shore, FL 33138
(305) 795 -2204
Attn: Inspector Chic
As per your request, we are sending you this letter to advise you that "Miami Shore
Presbyterian Church located @ 602 NE 96 street" is solely responsible for obtaining and
hiring a contractor to fabricate and install concert pad and guard post for the new
installed backflow Preventor.
fill American Fire Inspections, Inc.
Inspections, Maintenance, Design & Installations
Licensed & Insured CC# 44987100012003
1 5105 NW 77 Ave Ste 300 Miami Lakes, FL 33014 Tel: 305 - 828 -FIRE Fax 305 -828 -FAST
MIAMI -DADE
COUNTY
ADDRESS OF DEVICE:
OWNER CONTACT:
ADDRESS OF OWNER:
TEST KIT MAKE:
SHUT OFF VALVE #1
CLOSED TIGHT:
LEAKED:
CLEANED:
REPLACED:
CHECK VALVE NO.1
Closed Tight:
Leaked:
NOTE: TEST FORM ,MUS
Revised: 310112005 -
BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM
REMARKS / REASON FOR FAILURE (IF APPARENT):
NAME OF TESTER:
BUSINESS NAME:
MODEL #:
l? S
MAKE OF ASSEMBLY: I MODEL NO:
LOCAL ON OF ASSEMB{
INITIAL TEST: ANNUAL TEST:
SHUT OFF VALVE #2;
CLOSED TIGHT:
LEAKED:
CHECK VALVE NO. 1 I CHECK VALVE 2
. Closed Tight: Closed Tight:
p Leaked: Leaked:
PRESSURE DIFFERENTIAL ACROSS CHECK PRESSURE DIFFERENTIAL ACROSS CHECK
PSI i 8 fi PSI
CLEANED:
CHECK VALVE NO.2
Closed Tight:
Leaked:
PRESSURE D IFFERENTIAL ACROSS CHECK
PSI
OWNER OF } E.
PHONE:
DATE OF TEST
MIAMI -DADE WATER & SEWER DEPARTMENT
METER OPERTATIONS & MAINTENANCE
CROSS - CONNECTION CONTROL UNIT
1001 N.W. 11th STREET, MIAMI, FL 33136-2209
Phone (305) 547-3046 o Fax (305) 545-9555
BUSINE $ADDRESS:
O Stod + S
LINE PRESSURE: C
DIFFERENTIAL RELIEF VALVE
OPENED AT: PSI
F THE A LY FAILS FO ANY RPA O PLETE THIS SECTION AND NOTE.REPA
ENO 2 I . pIF 1W RE UEF VALVE
'DIFFERENTIAL RELIEF VALVE
FAILED TO OPEN:
DATE LAST C,AL. ,
METER READING:
AIR INLET' : CHECK VALVE
FAILED TO OPEN:
OPENED AT:
PSI` PSI
CLEANED: I CLEANED:
AIR INLET
FAILED TO OPEN: _
OPENED AT:
PSI
HELD AT:
CHECK VALVE
I •CERTIFY THA
ACCURATE TO:
PRESSURE DIFFERENTIAL ACROSS CHECK
PSI
I Y.A
SIGNATURE OF CERTIFIED TESTER:
E ABOVE.A
DATE:
BE COMPLETED IN A'S ENTIRETY. INCOMPLETE TEST FORMS WILL BE RETURNED.
www .miamidade:gov/wasd/backflow.asp
CUSTOMER
COUNTY
MIAMI -DADE WATER & SEWER DEPARTMENT
METER OPERTATIONS & MAINTENANCE
CROSS- CONNECTION CONTROL UNIT
1001 N.W. 11th STREET, MIAMI, FL 33136=2209
Phone (305) 5474046 o Fax (305) 545 -9555
BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM
ADDRESS OF DEVICE:
4$ 49
OWNER CONTACT:
BUSINESS' ADDRESS: -
3071 s°
2 .
wur�c yr icu�cn. ...
BUSINESS NAME ,C) !
ANNUAL TEST:
SHUT OFF VALVE#2:
CLOSED TIGHT:
LEAKED:
DATE OF TEST:
LINE PRESSURE: b
METER READIN '
O
PRESSURE STABL . ES NO
LOCATION OF ASSEMBLY:
rite t
INITIAL TEST. (�
SHUTOFF VALVE #1:
CLOSED TIGHT:
LEAKED:
Closed Tight:
Leaked:
PRESSURE DIFFERENTIAL ACROSS CHECK
CLEANED:
CLEANED:
Closed Tight:
Lu
ti
Leaked:
PRESSURE DIFFERENTIAL ACROSS CHECK
PSI
SIGNATURE OF CERTIFIED TESTER
Closed Tight:
Leaked:
PRESSURE DIFFERENTIAL ACROSS CHECK
ale) PSI
Closed. Tight:
Leaked -
PRESSURE DIFFERENTIAL ACROSS CHECK
PSI
PHONE:
EXPI TION DATE:
eb 0
FAILED TO OPEN
OPENED AT: PSI
CLEANED:
FAILED TO OPEN
DPENED AT:
PSI
FAX:
ZIP CODE
PHON
FAILED TO OPEN:_
OPENED AT:
PSI'
FAILED TO OPEN:
OPENED AT:
PSI
L.EAKED:
HELD AT:
PSI
CLEANED:
CHECK VALVE N0.1
CHECK V' VE NO.2
DIFFERENTIAL RELIEF VALVE
AIR INLET
CHECKVALVE
LEAKED.
HELD AT:
THAT 1HAVE TESTED THE ABOVE ASSEMBL=
TO TI-IE BEST OF MY ABILITIES.
A
THE A.W.W.A. CROS
MANUAL AND Tt
°LION IS.
NOTE: TEST FORM MUST BE COMPLETED IN ENTIRETY. INCOMPLETE TEST FORMS WI L E`RETURNED
Revised: 03/01/2005
www. miamidade.gov /wasd/backfiow.asp
JUN -02 -2005 THU 11:27 PM
4
FAX COVER
DATE:
TO:
COMPANY:
FAX:
FROM;
RE:
Pf11 t..A+ 1d4
0 — -sct
'Let
FAX NO,
SA Consultants, LLC
General Contractors
# PAGES:
(Including Cover Sheet)
e-5 f ti
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R i_pivs.&, psfligL, Q...iso; l ePt-4-) 1. C-Ps-4-0--- `014:t
IV) .Pr,M
2150 Coral Way, Suite # 713.. Miami, Florida 33145. Tel. 305 -857 -9220 . Fax. 305- 857 -9221
P. 01
JUN-02-2005 THU 11:27 PM
JUN-4-20E15
12 9A FROM:WORTECH ASSOCIATES•L9549840576 TO 135s$721
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Jun 01 05 100S
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PA) un-slia dying duo diiimision rwtavaden and nvhience thss els forbad traluingtal been accomplished
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Ain PACILITIOS SECTION
This Is to certify that the rectUlrel .
Notification(s) Rogalting abed= havg been
submitted in Compliance with 1
AppiloobiA rAguistiono
I 1
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1
1,11341
Jun 01 05 08 :43a
Wortech ASSOCIATES, Inc.
3151 W. Atlantic Blvd.
Pompano Beach, FL 33069
DATE; � ! 1
FAX COYER SHEET
TO:
FROM THE DESK OF:
COVER MESSAGE:
PAGES
(INCLUDING THIS PAGE)
0 51
it-1
IMPORTANT: THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH TT IS
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THAT ANY DISSEMINATION, DISTRIBLITIQN OR COPING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU
HAVE THE ORIGINAL E THIS AG COMMUNICATION
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Jun 01 05 08:43a
S.Iding Size._ S 0 (Square Feet)
:- Use: School/College/University Recidence
Use: School/College/University Residence
If. 3titit.y Owner
Iztdress _
....ontr•ict(3r's Name_
I. Iddress _
License Nr_)** OLA
' Dates:
IS 305 OS Removal (nunkid/yy) Start:_.
ti
\ It
NOTICE
Dr PE CI` \011 (1: (CHECK ONE ONLY)
T'1 0: PROli CT (alliCk ONE ONLY)
11 I /UstOLITION, WAS IT AN
RI NOVATION:
IS IT AN EMERGENCY RENOVATION OPERAHON? 0 YES
IS IT A PLANNED RENOVATION OPERATION?
Name _ MIAMI SHORES PRES. CHURCH_
602 NE 96TH ST.
__ MIAMI SHORES, FL 3313$ State __ZIP
Division of Air
OF ASBESTOS R
0 ORIGINAL
0 DEMOLITI
ORDERED ElkMOLITION?
=- ocedures to be used (Check Alf That Apply):
Stipr and c.5 I o
Wet Method * Dry Method
.1 T OBTAIN PRIOR DERM APPROVAL BEFORE USING A Y METH
%.L :- .:Tettures for Unexpected RACtvi:
,cz 2.e"'")
rc9 of RACM or' A 'WI
fO _square feet.
feet pipe
_ __cubic feet of RACM off facility components
fem
- ______square feet resilient flooring
— ______square feet asphalt roofing
vostrnark/Date Received
Florida Department of
Environmental Protection
4S
Resource Management
OVATION OR DEMOLITION
0 CANCELLATION COURTESY
ENOVATION 0 ROOFING
vt:S 0 NO
N
File*
•
ProCe
P 2
Mi AM
A
11111
miacni.Dacte vow
t's—at.
33 S.W. 2nd Amen
Miami. Florida 3311
-COU nty
Consultant Inspecting Site
*of Floors ca.._Age in Years__
Small iltusinct. Other
Small Business Other
-•
_ Phone t Y45=
—VfORTECWASSOCIA1Vgg INC7TZ11) — __Phone ( _,96 9-6 /5
ti —3151-14K–WTEANTIC13EVD.
—POPAPARGITEAcliTFUMW Zip
70(P_
Js the contract exempt from licensure under Section 469.004(7), F.S.?
Bulidoier
_
4 .inestos Waster Transporter: Name _ MO CiarASSOVATESTIN —
L.:dress _ — 3151 W A --
011tl• ( _ . )
_._ — . —POMPA 13EACHZ—fici731)
f..iste Disposal Site: Natrie__.
0 YES
State Zip
X. Fee Invoice Will Be Sent to Address in Block Below: (Print or Typo)
' erno/Renovation (mnvdd/yy) Start: — Finish:
Wrecking Ball
Explode Urn Down
I c he above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61,
taN ?son will be walla le r ins
St,zpar1 tv1) ill be on-site uri the de olition or renovation and evidence that the required trainhib has been accomplished
11111ka durin al business hours./
- ,
S znatur or 4.1 ner
DERtviuSE ONLY
ID*