05-875-000j•F�,
i
4
YOUSSEF HACHEM, PH.D., P.E.
LIC.#43302
6502 S.W. 162 Court
Miami, Florida 33193
May 9, 2005
City of South Miami
Building & Zoning Department
South Miami, Florida
Re: Inspection Report
5964 S.W. 64 Place
Miami, Florida 33143
To Whom It May Concern:
13 P.
Goo
::::o
0
Please be informed that I personally inspected the above- referenced premises on April
14, 2005 it order to ascertain the remedial action
required to comply with Chapter 34 of the Florida Building Code.
The following items are required to be performed, as shown on sheet
A -1 of the attached plans:
1. New addition shall conform to the requirements of the Florida Building Code,
2001 Edition.
2. Existing residence shall comply with the following:
a) Install one #5 tie down at each comer of the existing residence
and intervals of no more than 20 feet on center. Install as per detail shown
on sheet S -1 of the drawings.
b) Roof anchorage was checked where the addition connects to
the existing building ( Existing ceiling was opened at two places at
random) Said anchorage was found to be in conformance with the FBC.
c) Permanent roof bracing shall be provided at all glabe ends.
d) GFCI outlets shall be provided at kitchen and bathrooms.
e) Smoke'detectors shall be installed at the in side entrance
to each bedroom and just outside of said entrance.
J) _Existing windows have Miami -Dade approved storm shutters at all
`
• 4 • wiindowi openings
Please do n� },esitate to contact me if you require additional information
to
o em; PH:D., P.E.
I (We) have been retained by
services uader the Flogrida Bu
strictures as of 3
State of Florida.
PROCESS NUMBERS:
i
r L 7
J
•� IHz,
`tl
CITY OF SOUTH MIAMI
South Miami
FIorlda
. 1 �
• • •0•
• •5001
0000•• 0600
•00•
SPECIAL INSPECTOR FORM _ • • . •
`dug Code at the S z�
(date). I am a regiteted a
to pe�WVeciid:-I-sp-e-c-tor
prolq, -on lice below listed
or prcifessional efigined licend ct is lie
w • • • •
❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.110
E] SPECIAL INSPECTOR FOR TRUSSES OVER 35Ff LONG OR bFT HIGH 2319.17.2.4.2
® SPECIAL INSPECTOR FOR RE WORCED MASONRY, FBC 2122.4
SPECIAL R6PECTOR FOR STEEL. CONNECTIONS, FBC 2218.2
SPECIAL INSPECTOR FOR SOIL. COMPACTION, FBC 18203.1
SPECIAL INSPECTOR FOR PRECAST i TNM dl; ATTACHMEMS PER FBC 1927.12
❑ SPECIAL INSPECTOR FOR
Sohn OW
y the marked hexes APPLY•
The following mdmdmks) employed by this firm or me are authonzed representatives to perform
inspection a
1.
2.
S. 4•
*Spend bwps�txs uabzmg authonwil rWmwMWh= shall insane the and wmed mpraen=w a quahfie+d by
won or bewrsuna jb pm form fie &rtza az1Vnd by die dal LtWcvr The q=kf m* = shall i whide
ire as a prnfemional mgnmr or archawr, graduaMm from an mgm mRg Oduvatf m progrram m dull or
sfruefurril ertg6rsering; gmduaifaaa an Wrjd a 'Wal e&afien program„ mWass v cornplefty" of dw N=
Fundamenmis F.xamina an; or regis6�afran as building ins�pectar or general conimclor.
I, (we) will notify Miami Dade County Building Deparkneot of any autlmized personnel
per cueing mspechon services.
I, (Are) understand that a Special bzq=teoa iuspechan lag for each building must be displayed in a oomreoieat
location on the sibs for reference by the Miaffi Dade County Building Departinent Inspeckm All mandatory
moons, as mpiaed by &e Flari" Bmldmg Code, must be perbormed by the Cmmty. The �Y bu:7dws
mspwfians mast be called for an all mandatory i bm%L lhapadions papfan"ed by the 4ndal Inspector hbud
rued the ent. Furfim, upon Completion
by the t�runer' are in addition to the mandatary irupecfrensPm16 b1' �'a�"°
ortfie work iat<d Building Permit I Will submit to the Building Inspector at the time of fimrl inspection the
completed iasp Log farm and a sealed statem� in � g brat, to fire best of my knowledge, belief and
wog j those portions of the proOd outlined above meat the i of the Floalda Building Code and
are m substantial' with the approved plans..
:f e r•
Date:
0000•
0000•
••••
•
••••
• • 0
•
Engineer /Architect
Name �O� ssFF-
Adds 6 02 vS (602 6 i
Phone No. 7% ^ ` ( 2.o- -
•••• •' •
MIAMI -DAE& FWRIPA *00*
M I A M D ERODD� R B�jG : •
•
.. ••••
BUILDING CODEiJANiCE • • •
MMO -DA0E "LER $DII. 1NG
140 WFST FLAGLOeBfHfEET, SUrM 1603 • • -
MIAMI, FLORIDA 33130 -1563 • •
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908
F.E.C.P. Corporation -Cast -Crete ]Division CoN UCroR LICMING sECr1ON
(305) 375 -2527 FAX (305)375-2558
P.O. Box 24567
Tampa ,F 33623
CONIRACPOR ENVORCITr DIVL aN
I.
(305) 375 -2966 FAX (30� 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372-6339
Your application for Notice of Acceptance (NOA) of-
", Cast-Crete" Precast and Prestressed Concrete Lintels '
under Chapter 8 of the Code of Miami -Dade County g0;;Kling the use of Alternate Materials and Types of
Construction, and completely described herein, has been reFommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building C . z,
The expens of such testing will be incurred by the �.
ACCEPT CE NO.: 01 0 .03 g� Rodriguez
EXPIRES• 05/21/2006
F Chief Product Control Division
THIS IS THE COVER8I�ET. SEE ADDITIONAL PAGES FOR SPF�C C AND GENERAL
CONDITION
BUILDING CODE 6i: PRODIIC r REVIEW COiNIlViI'I'I'EE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 04 /05!2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
\\,M000j�PMW\\c 0tkm,cc.pwmcoverpWdot
Internet mall address: postmsster@balldtngcodeonllne .coin 40 Homepage: http:#www.buildingcodeonrine.com
F.E.C.P. Corp. - Cast -Crete Division
6000
• ••0000
goes
•• • •• • 6666
6666 • •
• •
ACCEPTANCE ND. a • 01 -0207.03 • • • •
• 0 •
..
APPROVED 04/05/2001 6 •
EXPIRES 0S/21r2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test - supporting data, engineering documents, is
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state and the following statement: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer, who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this of
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice - of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as appi+o�d drawings and other documents, when it applies, shall
be provided to the user by the manufactim)or its distributors and shall be available for inspection at
the job site at all time. The engineer needs Aot reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Acceptance consists of pages 1, 2, and this last page 3.
END OF TMS ACCEPTANCE
- ya-t�"'4-
Helmy ,_F'.E. - Product Control Examirpr
Product Control Minion
• - -
0 0000
.... . 0 90
F.E.C.P. Corp. - Cast-Crete Division ACCEPTANCE fYa :: Of 4M099.03 ".
APPROVED 04/05/2001
EXPIRES 05!21/2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
This renews the Notice of Acceptance No. 96- 0613.01, which was issued. on May 21, 1998. It
approves a Precast and Prestressed Concrete Lintels, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the load requirements, as determined by SFBC Chapter 23, do
not exceed the Design Load Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
This Precast and Pmst:+essed Concrete Lintels and its components shall be constructed in strict
compliance with the following documents: Drawing No. FD8, titled "Cast-Crete 8"' Lintel
Fabrication Details ", sheet 1 of 1, prepared by Craig Parrino, P.B., dated June 7, 1996, revision #1
dated November 8, 1996, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables ",
sheet 1 of 1, prepared by Craig Parrino, P.B., dated June 7, 1996, revision #4 dated April 28, 1998,
both bearing the Miami -Dade County Product Control Approval and Renewal stamps with the
Notice of Acceptance nzrbers and approval dates by the Miami-Dade County Product Control
Division These documents shall hereinafter be referred to as the approved drawings.
3. LMTATIONS
All permanent set components must be protected against corrosion, contamination and damage at all
times.
4. INSTALLATION ,
This Precast and Prestressed Concrete Lintels and its components shall be installed in strict
compliance with the approved drawings.
5. LABELING
Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
County logo.
6. BUILDING PERMIT REQ
S'
6.1 Application for building permit shaq be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as indicated in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.13 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
&Aa W. — ,
Hehny A&.Uakar, P.E. - Product Control Examiner
Product Control Division
2
MIAMFD
BDAMI -DARE COUNTY, FLORIDA
METRO DARE FLAGLER BUILDING
BUILDING CODB COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375-2904 FAX (305) 375 -2908
`• 0000 •• •
NOTICE OF ACCEPTANCE (NOA) • _ : _:
No-Vue Industries, Inc. • • • • • • 0 * 0 0 •
1053 -1059 East 29 Street 0 0
EiWeah, Florida 33013 . • • •
• 0000 :.••
SCOPE:
'this NOA is being issued under the applicable rules and regulations governing the use of cmstrnctionpaateriiW * • •
The daumentaition submitted has been reviewed by Miami -Dade County Product Control Divisoq &4 accepted . •
by the Board of Rules and Appeals (DORA) to be used in Miami Dade County and other area ghm dllowed by.
the Authority Having Jurisdiction (AEU). *000
00 0 0000
Ibis NOA shall not be valid after the expiration date stated b*w. The Mwmm -Dade Cou0ty product Coairof
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Countyft.4L* the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perfi)rm in
the accepted manner, the manufiwturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the ri5ht
to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or
mad mial fails to meet the requirements of the applicable building code.
This product is appmW as described heroin, and has been designed to comply with the High veiocity Hurmc me
Zane of the Florida Building Code.
DESCRIPTION: Wood Connectors NVTP, NVHTA, NVSTA & NVHC.
APPROVAL DOCUMENT: Drawing No. NU -i, sheets l *rough 2, titled `°Truss Anchors and 5-Way Clip dt
Truss and Top PLO Anchors," with no revisions, dated 05/29 /00, prepared by Nu -Vue Industries, Inc. signed and
sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
Acceptance (NOA) number and e q ration date by the Miami Dada County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manuflacturer's name or logo, cuty, state and
following statement: "Miami Dade Comity Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be, considered after a renewal application has bees filed and there has been no
change in the applicable building code negatively affioctmg the performance of tins product•
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or maauf tcture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure to comply
with any section of this NOA shall be coo for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded �y the words Miami Dada County, Florida, and followed by
the expiration date may be displayed in advertismg liferatuure. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the mamifact urer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 00-0327.03 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Candido F. Font PE.
AN NOA No: 03-0224.10
Fxphvdion Date: May 22, 2008
Approval Date: April 17, 2003
Page 1
0000.
0000.
0000..
.000.0
0000..
0000
0000
1p
Nu -Vue Industries, Inc.
1.
B
1.
2.
3.
4.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
prepared by V. N. Tolat
'
(For Fite ONLY. Not part of NOA)
Product Model
1. NVHTA
0000'
Date
12/06/96
Signature
V. N. To1z4 PE
2 NVBH
5 through 5
•
V. N. Tolat PE.
DRAWINGS
Nu -Vue Industries, Inc., titld `°Teruss and Top Plate Anchor$' IM" Truss•' • • • ... •
D�'�s by .
......
P
Anchors and 5 Way Clip ", drawing No. NU -1, sheetsl and 2, dated 05/29/2000 wrtb no revisions, ,
V. N. Tolat, PE
signed and sealed by V. N. Tolat, PE.
•
'
V. N. Tolat, PE
• :see
I *rough 1
TEST
Test reports on wood connectors per ASTM D1761 by Ater Associates,
Inc., signed aid •
••••••
•
sealed by P. G. Read, PE.
' '
• •
Report No. Wood Connector Direction
1)aW '
03697.0001 NVSA44 Down .
14/27/96 ""
•
03697.0001 NVHC Lateral & UPS
1112'I/96 .00000
03697.0001 NVBH24 Down & UP
12/2 b 1/9 ""
•
03697.000 NVHTA Lateral & Uplift
117TIAt
'
Test reports on wood connectors per ASTM D1761 by QCM Metallurgical, Inc. signed and
sealed by F. Grate, PE.
Report No. Wood Connector Direction Date
1. 6EM -1364• NVTP4 Uplift 07/17/96
C CALCULATIONS
Report of Design Capadaes
prepared by V. N. Tolat
Product Model
1. NVHTA
No. of Pages
2 through 4
Date
12/06/96
Signature
V. N. To1z4 PE
2 NVBH
5 through 5
12/06/96
V. N. Tolat PE.
3. NVSA
7 through 7
12/06/96
V. N. Tolat, PE
4. NVHC
6 through 6
12/06/96
V. N. Tolat, PE
S. NVIP
I *rough 1
12106196
' V. N. Tolat, PE.
D STATEMENTS
1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N.
Tolat, PE.
2. No change letter issued by Nu -Vue ludustries, Inc. on 03/17/03 and signed by M. R
Guardado.
Candido F. Font Pg.
Sr. Product Control Ezaminer
NOA No 03-0224.10
Expiration Date: Mug A 2008
Approval Date: April 17, 2003
E -1
...
00:40 . .0. 0000
.
.. .. •
0000.
. . . 0000 . . . . 00000 ... •
Soo
Top Plate An&drevLy are !w4nei6 =&stop end bottom wood plates to wood studs.
0000
0000
a °
0
0
0
0
... 0000. •
0 0 .
pfodwt
�
Lumber
Size
Plate
Ganes
DWWEIM
A B .-
NVIN
2x
20
13 - 518'
17-30'
NVTP6
2a6
20
S-SMN
8°
NvrpB
2xB
20
7-3/9'
8 - 3116"
NV-R —H
2x4
18
3 --5NO
10
R; q
10
18
-T-SIB'
B°
j; gj
2x8
18
7 - 3I8'
B -3116°
1) MinhomNeil Penetration, 10d =1.716" 8;133
Faeftw
8d
UpM
Lbs.
Fast ow
10d
UPM
Lba.
6
800
6
968
8
1067
8
1200
10
ino
10
1200
12
1200
12
i 1200
Holden Double Strap Riveted Truss Anchor. 11W are designed of 14 gauge abed
ph aw to resist lateral and uplift forces. The seats are made of 20 gango steal.
Peoduct
Code
!14
Di —d-
H
Festooer
10d'
Uplift
Lbs.
Faetaoet
16d'
Uplift
lbs.
Festeaer
10dx W
L1
Lbs.
1.2
LIM
NVHTA 8
B'
8
B
6
7
NVHPA 10
100
10
2133
10
2133
6
—6-1617
1617
1943
NVEIA 12
14
12'
12•
2133
120
2133
1943
NVSfA 14
14
14"
14•
2133
14•
213
6
1617
1943
NVHTA 16
14
16•
18•
2133
18•
2133
6
1617
1943
NVIifA 18
14
1B•
209
2133
20•
H133
6
1617
1943
NVH920
14
20•
224
2133
22•
2133
6
1617
1943
NVgPA 22
14
2H•
24•
2133
24•
2133
6
1617
1 3
1) Minimum embedment into comets 43. rrmM=aeraweo
2) • mmrbar of iitetotvne cea be rodrxed to 10 without lowadng endror capacity. � �r+ram an a ■r,tm�
3) t Total amber of in both ettapa. a O
4) 4Tobl�beof>in —In seat.
aMMAL M=. 5) Neil,- me neoemy in straps and amt to edbiwe design loads
a shall bo mado of galvanized stool cenSoominotto AS M A653 strachnal quality Qrado 33 7) See Nate 1 � Fiv 64 t of cup (o toss) at ao th a p loading. tom.
(min. yield 33 ksi mid— coating of t390 80001 ft to ASTM A525. 7) Nail,- through chord shall not fosoe the time plate the opposite silo
b) Allowable Ioads an based onNationel Design Specificittion for wood oensnoadam 199113th — &, 1993 &refs VEMK 7=T, PS Nu -�%ue h
o) Daiga loads a o fw Soathem Pim Rmcia with a @Pe gravity of 0.55. Anoweble loedr mr nth& species m eataortu is toWTO asH nm (CIM1) s t2B47 1 tos�toss tae n enact
conditions "be a4mled acomdb*. tours Rmlall wunae coat t$almb, Pl 8 99013
d) Fasteners me oon�on whe *14 leg screws or bolts for do& sheet m showed and noted onthe epprovsL otr 644�G39Y
e) An tab vroro conducted in s000rdsow with ASTM D- 1761. -- ( �
11) Mumble loads >br wind upnft have ahaady ben imrosaed by a donation load goeor of 33% ®d no other tnmeaso is PROMM toarsa araua .tabus AND 7OP PEMm Axc33oas
aeitM teng OH 4 06 Datm
"eeOV°M fro' May 29,
NU -1 7of2 2, 000
... 0000. :. .. •
0000.
. . . 0000 . . . ... ...
. ... . .. ...
Deep Seat Truss Anchor. They am dWipCd to resist lftW and uplift fa¢em. The g4ap w
Dade of 14 gauge steel and the gnats of 20 gauge steel.
0000 ••• 00000 •.00
UPLIFT.:
0, 0, • • • . 0000. . . • /�
�� +L1
his` mi0eoi°eo�. d�m�a
hodaot
Code
Strop
Gongs
Dbmdm
H
Fastum
10d'
UpM
Lbe-
ha -F
lIId'_
UPM
Lbs.
Faatmer
lOd:1; `
Ll
as.
L2
Um
NVSTA 8
14
8•
5
ml
S
1221
6
1671
154
NVSTA 10
14
100
60
1221
6
1221
6
1671
1541
NVSTA 12
14
120
7'
1221
7
1221
6
--1 I—
1541
NVSTA 14
14
140
9•
9
1221
1 6
1671 1
1541
NVSTA 16
14
160
9•
1
9
1221
6
1
1541
NVSTA 18
14
180
100
1221
10
1221
6
1671
1541
NVSTA20
14
20•
110
1
11
6
1671
1541
NVSTA22
14
220
12• 1
1221
12
1221
6
1671
1541
1) MW— a dedo►mt fate C=Mv a 40.
2) • mamba of �mete at oaa be tadooed to 3 without brwu*g emboQ cope*.
3) 3 Total —her of>i ww ht aw*
4) 4 Total bra * offide m in seat
5) N®7e em aecaaeary m gftV sad seat t0 addM dmiga bmde.
6) See Noss I unde<Hymy Qtip Clip for Combloed Ding.
7) Naib tb VqA lards shall sot tmoe the trimsphmo ont m oppoft aide.
UPLIFT UPLIF1
. al'
Pmdoot
Dacdpdon
padma<
Allowable Londe
Code
Iimdar Mat
Uplift Ll 12
NVSC
5 way cup
16 -8d
12- 8d
710
560
730
37
or
or
16 -10d
12 -10d
or
or
16 -6d
12 -6d
1) CombhWl oadofUpHttwidiLlorUpMwithl2 mot eati *eo&nowlogequadcm
AotaaltW Acgm1L1 or L2
Allowable Uplift + Afiowable Ll or 12 <— 1.0
2) For Gmcml Notes we Shat 1.
L2
L1
wmoctaeeanr�
4.14
s 8
Nu -vue
IM -10s9 Ewnarm
BW=h Floft33013
M044397
pee (806) 894.0496
MUM ANG MRS AND $_WAY Q.rp
DMIft eC I Dams ftridoom
NU -1 2 of 2 9'
Vl W)L 7mAT, P.E.
PI-Rk012847
APPROVED IS COi YW a'IIII TO
anon+ RAM Bum toss
aw
DIVINA
" a�P>m
G I1 oB
ACC@'IAaCE ft .mEaum Q3
L2
L1
wmoctaeeanr�
4.14
s 8
Nu -vue
IM -10s9 Ewnarm
BW=h Floft33013
M044397
pee (806) 894.0496
MUM ANG MRS AND $_WAY Q.rp
DMIft eC I Dams ftridoom
NU -1 2 of 2 9'
M I MIAMI DADS COUNTY, FLORIDA
• MEIR0 DAM FIAOI.ER 13LTRMO
BUQAING CODE COMPLi Ncs OFFICR (BCCO) 140 WWr FILAGLZS tiTBEE'r, SUM 160
PRODUCT CONUOL DNION MIAMI, FI ORMA 33130 -1563
(303) 379 -2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NUA)
W. L Gran & Co., Ina
1200 N. W. iSc� Avenue.
Pompano Batch, FL 33069
SCOPE: This NOA is being issued under the appltcsuble rules and regulations governing the use of construction materials.
The doctmseraion submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the
Board of Rules and Appeals MORA,) to be mod in Miami Dade County and otter areas where allowed by the Authority.
Having Jurisdiction (Alin
This NOA shall not be valid Baler the w#ration date staled below. The Miami -Dade Counly► Product Control DMdOn (Io
Mind Dade County) and/or the AIV (ln areas other than Miami Dade County) ncseav the now have this product or
material tested fbr quality as mume purposes. If this product or materiel Nis to pesibrm m the accepted mm", the
mnvhmw will incur the expense cd such testing and the AW may immediately revoke, modify, or suspend the use of
wrch preduct or metwW within their jurisdiction. BORA reserves the right to revolve this aeoeptanee, ff it is determined by
Mier "ade County product Control Dhddon 09 this product or material fails to meet the of the applicable
building cods. This product is approved as described herein, and has been designed to comply with the Ito VellOcittY
Hurricane Zone of the Florida Building Gods leas flbrillatod fibers i
DESC8IMON: Grace P*pnopylme Flbm are l00% virgin homopolymer polypropy • • •
no r ell 000ssed olefin mebriala for use as secondary. concrete NiUbmumt. They are available in V2, yti 1.1/2 A' inches n
length tbst arc flunbW in small bundles that dispense during mbdag when added to eoncrate mix. The ITW ens a concsM - - -
admixdue mod to control shrinlvage erecting of concrete slabs on grade. They are approved as an albarra% to the
requirements of 6 x 6 W 1.4 x W 1.4 welded wire reft0reemeurt fabric in non muchual slabs placed directly on supporting. ;
soil as detailed in subsection 1909.3 of rite Florida Building Code. All other requinemerrts is section 19090 (slab ilia
compaction, gmllty of soil, etc) shall be absetvod.
'The load musC>�...
INSTALLATION Orace Sors may be added to concrete at any point during batcbiog or mWag ptooesa•
mixed at high speed 5vm s minutes of 70 revolutions, after the addition of (Trace fibers to ensure rate Wdi Mtm tThe , •
standard range of addition of Ortloe fibers is V4 to 3- lWcubic yard of cancrato. Otwoe fibers dome
1 -1R lbdcdbic yard in order to comply with the requiNUICUt of the Fiends Building Code 2001. The batch or lodd ticket -
shall indicate the amount ad Grace Now added to the mix and shall be available to the inspector upon robest•
I.IMiTATiOliB: The use of these fibers shall be cieady indicated in the "approved drawings" and must 1 fftfaved by IM - - be used in lieu or the steel mesh fbr control of shd CA —SC-C 0 8 and not' • •
architect at engineer of record. Oraoe sleet nefubrr•ing required to resw computed tensile ON Ohl W*
iatended,to iirrnish strtutnrsl strength
MISSIrLZ IIeACT BATING: Nose
LA 33UNQ Tito begs of Onmx Titan stall be labehud with the mamt&ch>zer's muse city, state and the fbliowing
elaferrnml: MismWade County Product Control Approved" or the mamdw mw,s logo and the Mid -Dade County logo•
UNBWAL of this NOA shall be considered after a renewal application has ban filed and there has bees no change in the
applicable building nob nepttvah a Iecting the perlbrmem of this product.
TZgMII9AU0N of tads NOA will occur after the cwhationdate or if there has been a revision or chmp in the mab/ials,
use, anNor mamacttue of the product or process. Misuse Pf this NOA as an endorsement of any �mOn Balm NOA
mhwdft or �' other RW amomabl� wa6ste this NOA. Failure to oomptY Witbi
shall be cause for terroiwAon and removal the wards Miaari -Bade County. Florida, and ibllooved by the
ADVERTISEMENT: The NOA number preceded by; N of the NOA is displayed, than it shall be done in its
condo dab may be displayed in a&iad g litmdm.: any portion
>rlSpitCTiON: A copy of this entire NOA shall be provided to the user by the maoftctnror or its doom and "I be
available fbr inspection at the job site at the request of the Building Oliidal.
'Ilya Now renews NOA 1f oo -0501.07 and oousisls of this page Evidence page as well as approval document mentioned
abort was reviewed by 7C) PIL
The snbmitbd �
NOA No: 03-0204.02
Ezplratian Date: Fcbntm 20, 2008
Appntvat Date: October 23 00;
Page
+r
•
•
W. R Grace & Co., Inc.
A. DRAWINGS
N/A
B. TESTS
Laboratory Test Date Signature
1. Law Engineering # AM10751.01 ASTM C1018 06/14/88 C. A Coletta, PE.
C. MATMUL CERTIFICATION
1. Certification of compliance with Performance Level II of ASTM C116 Standard
Specification for Fiber Reinforced Concrete Performance Level II issued by Brigs on
10 /19 /90 signed and sealed by J. B. Chase PE. • • • • • • •
D. CALCULATIONS • • • • • • • • • •
N/A
E. STATEMENTS •••••' :•••
1. National Evaluation Service, Inc. report No. NEEL 418 reissued in 06/01/94. -
2. ICBO Evaluation Service, Inc. Acceptance Criteria for Concrete with Synthetig Fi§M, dated •
July, 1993. 0 0
3. Underwriters Laboratories conclusion letter issued on 03/09/89, signed by N. G. Sanchez. • ; ; ;
4. No change letter issued by Grace, dated 04/25/00 and signed by M. S. Connell... ....
5. No change letter issued by Grace Construction Products on 09/22/03 and,signdi bt 11$. Kedkir,4
/0 2
Can do F. frog PE.
Sr. Product Control Examiner
NOA No 03-0204.02
Expiration Date: February 20,2M
Approval Date: October 23, 2003
E -1
F,)
FORM 60OA -2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: GRAIG SCHMIDT ADDITION Builder:
Address: 5964 SW 64TH PLACE Permitting Office: MIAMI
City, State: MIAMI, FL 33143- Permit Number:
Owner: GRAIG SCHMIDT Jurisdiction Number- 232400
Climate Zone: South
I New construction or existing
Addition _
2 Single family or multifamily
Single family —
3 Number of units, if multi -family
I
4 Number of Bedrooms
2 —
5 Is this a worst case?
- No')-
6 Conditioned floor area (112)
,
/ 1580 ft'
7 Glass area & type
Single Pane ouble Pane —
+a Clear glass, default U- factor
142 0 ft= 0 0 ft2 _
b Default tint
00 ft2 0.0 ft2 —
c. Labeled U or SHGC
00 ft2 0 0 ft2
8- Floor types
_
a Slab -On -Grade Edge Insulation
R =0.0, 79 0(p) ft —
b Raised Wood, Post or Pier
(P _
c N/A
9 Wall types
a Concrete, Int Insul, Exterior
_
R =4 2, 0 ft2 —
b Concrete, Int Insul, Adjacent
1685
R =4 2/110 0 ft2 —
c Concrete, Int Insul, Exterior
R=4 2, 925 0 112
d N/A
_
e N/A
_
10. Ceiling types
a Under Attic
R-19 0, 1015 0 ft2 _
b N/A
�� '
c N/A
1I Ducts
a. Sup Unc Ret Unc AH(Sealed) :Intenor Sup I 6.0,.80 0 ft —
b N/A
12 Cooling systems
a Central Unit
b N/A
c N/A
13 Heating systems
a Electric Strip
b N/A
c N/A
14 Hot water systems
a Electric Resistance
Cap: 36��2 kBtu/hr _
SEER 13 00� _
Cap 23 9 IcBtu/hr _
COP 1 00
b N/A
•
c Conservation credits
sees
•
(HR -Heat recovery, Solar
: • • • •
DHP- Dedicated heat pump)
•
15 HVAC credits
• •
(CF- Ceiling fan CV -Cross ventilation,
HF -Whole house fan,
0000
PT- Programmable Thermostat,
• •
MZ- C- Multizone cooling,
MZ- H- Multizone heating)
:a.
•• •
Total as -built points: 19170 PAS§e e • e
Glass /Floor Area: 0.09 Total base points: 24671
I hereby certify that t4plans by this calculation ar
Energy Code.
PREPARED BY.
DATE:
I hereby certify that this building, as
compliance with the Flori a nergy
OWNER/AGEN�T:
DATE: �O // 3 /J `57
the
, is in
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
Cap 65 0 gallons
EF 0 84 _
_
00 • •
• •
see***
•
• •
sees
sees
0
ease
FOFRM 60OA -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #:
2
• •
• •
• •
•
..••
•
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BSPM =
Points
Overhang
Floor Area
Type /SC
Omt
Len Hgt
Area X
SPM X
SOF = Points
.18 1680.0
32.50
9243.0
Single, Clear
N
2.0 145
40
3646
0.99
1438
Single, Clear
N
20 5.5
160
3646
089
5192
Single, Clear
S
10.0 9.0
300
6693
050
10127
Single, Clear
S
100 7.5
240
6693
048
7746
Single, Clear
S
2.0 35
40
6693
0.63
1699
`
Single, Clear
S
20 5.5
160
6693
077
8215
Single, Clear
W
20 17.0
160
7053
099
11220
Single, Clear
W
20 55
16.0
7053
084
945.0
Single, Clear
W
50 5.5
160
7053
058
658.2
As -Built Total:
142.0
6167.0
WALL TYPES
Area X
BSPM
= Points
Type
R -Value
Area
X SPM
=
Points
Adjacent
1100
100
110.0
Concrete, Int Insul, Exterior
42
6850
228
15618
Exterior
16100
270
4347.0
Concrete, Int Insul, Adjacent
42
110.0 •
1 18
•
1298.
Concrete, Int Insul, Exterior
42
9250
.... 2 28
• •
.21090
Base Total:
1720.0
4457.0
As -Built Total:
1720.0 ;
:
' •
:.:3800.6,
DOOR TYPES
Area X
BSPM
= Points
Type
Area • X • SPM
' c..
4doints
Adjacent
200
260
520
Exterior Wood
500 ;
40
4700.
Exterior
50.0
6.40
3200
Adjacent Wood
20.0 '
.... `d.80
• •
:*o*
76 0
Base Total:
70.0
372.0
As -Built Total:
70.0 •
• •
. •
•
• 646.0 t
CEILING TYPES Area X
BSPM
= Points
Type
R -Value Area X SPM X SCNl".
V
Points
Under Attic
8750
2.80
24500
Under Attic
19.0
10150
•
3 72 X 1 00
. •
**99 3775 8
• •
Base Total:
876.0
2450.0
As -Built Total:
1016.0 •
• • • • •
3776.
FLOOR TYPES
Area X
BSPM
= Points
Type
R -Value
Area
X SPM
=
Points
Slab
79.0(p)
-20.0
-15800
Slab -On -Grade Edge Insulation
0 0
79 0(p)
-20.00
-15800
Raised
1200
-2.16
-2592
Raised Wood, Post or Pier
00
1200
5.02
602.3
Base Total:
- 1839.2
As -Built Total:
199.0
-977.7
INFILTRATION
Area X
BSPM
= Points
Area
X SPM
=
Points
15800
1879
296882
1580.0 18.79
29688.2
2
• •
• •
• •
•
..••
•
FORM 60OA -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #:
BASE
AS -BUILT
0000.
Summer Base Points:
44371.0
Summer As -Built Points:
..
42999.9
Total Summer X System
= Cooling
Total X
Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
.
0000
0000..
(DM x DSM x AHU)
429999
1 000
(1 073 x 1 165 x 0.85) 0 262
0 950
11452.3
44371.0 0.4266
18928.7 1
42999.9
1.00
1.069 0.262
0.950
11452.3
3
0000.
0000
..
. .
• 0.•
0000.
0000..
0000
. .
.
.
0000
0000..
. .
•0•.
0000..
•
•
0000••
•.
0 •
. •
•
•
so 0
• • •
• •
3
FORM 60OA -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #:
1&9
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BWPM =
Points
Overhang
Floor Area
Type /SC Omt
Len
Hgt
Area X WPM X
WOF = Point
.18 1680.0
2.36
671.2
Single, Clear
N
2.0
14.5
40
603
1.00 241
Single, Clear
N
20
55
160
603
099 95.2
Single, Clear
S
10.0
90
300
449
136 182.9
Single, Clear
S
100
7.5
24.0
4.49
1.39 1499
Single, Clear
S
20
35
40
449
1 17 210
'
Single, Clear
S
20
55
160
449
106 764
Single, Clear
W
2.0
170
160
549
100 877
Single, Clear
W
20
55
160
549
1.00 880
Single, Clear
W
50
5.5
160
5.49
102 900
As -Built Total:
142.0
815.2
WALL TYPES
Area X
BWPM
= Points
Type
R -Value
Area X WPM
= Points
Adjacent
1100
050
55.0
Concrete, Int Insul, Exterior
42
685.0
102
6987
Exterior
16100
060
9660
Concrete, Int Insul, Adjacent
42
1100
• 0.44
48.4
Concrete, Int Insul, Exterior
4.2
9250
.... 102
.. . 943.5
Base Total:
1720.0
1021.0
As -BuiR Total:
1720.0
;
• : • :1690.6
DOOR TYPES
Area X
BWPM
= Points
Type
Area• X • WPM
'=•.tfoints
Adjacent
20.0
130
260
Exterior Wood
500
; •j 80
.... 140 0 ,
Exterior
500
180
900
Adjacent Wood
200
....190
: • • • 38 0
Base Total:
70.0
116.0
As -Built Total:
70.0
• • • 178.0
CEILING TYPESArea X
BWPM
= Points
Type
R -Value
Area X WPM X•WCK=•. Ppints '
Under Attic
875.0
010
875
Under Attic
190
10150
014 X 1 00
• • • • 1421
Base Total:
876.0
87.5
As -Built Total:
1015.0
• • " •'
142.1
FLOOR TYPES
Area X
BWPM
= Points
Type
R -Value
Area X WPM
= Points
Slab
79 0(p)
-21
-1659
Slab -On -Grade Edge Insulation
00
79 0(p)
-2.10
-1659
Raised
1200
-028
-33.6
Raised Wood, Post or Pier
00
1200
099
1182
Base Total:
-199.5
As -Built Total:
199.0
-47.7
INFILTRATION
Area X
BWPM
= Points
Area
X WPM
= Points
1580.0
-006
-948
15800 -006
-948
1&9
FORM 60OA -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #: I
BASE
AS -BUILT
0000.
Winter Base Points:
1601.4
Winter As -Built Points:
..
2683.4
Total Winter X System =
Heating
Total X
Cap
X Duct X System X
Credit
= Heating
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
.
0000
0000..
(DM x DSM x AHU)
2683.4
1 000
(1.099 x 1.137 x 0.86) 1 000
0 950
27538
1601.4 0.6274
1004.7
2683.4
1.00
1.080 1.000
0.950
2753.8
S
0000.
0000
..
. .
0000
0000.
0000..
0000
. .
.
0000
0000..
. .
0000
0000..
0000
0000
0000..
0000..
..
0 0
..
0000
0000
...
0000
0000
. . .
....
00 .
000000
S
FORM 60OA -2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #: I
BASE
CODE
COMPLIANCE
AS -BUILT
WATER HEATING
I
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
+ Heating + Hot Water = Total
Points Points Points
Volume
Bedrooms Ratio Multiplier
2 236900
47380
65.0 084
2 100 248181 100 4963.6
As -Built Total:
4963.6
CODE
COMPLIANCE
STATUS
' BASE
I
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling
Points
+ Heating + Hot Water = Total
Points Points Points
18929 1005
4738
24671
11452
2754 4964 19170
' •••
PASS
......
....
."P 0
ran u
00
• • •
COp v
W'E
......
FORM 60OA -2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 5964 SW 64TH PLACE, MIAMI, FL, 33143- PERMIT #:
6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHEC
Exterior Windows & Doors
6061 ABC 1.1
Maximum:.3 cfm/sq ft window area .5 cfm/ .ft. door area
I /
Exterior & Adjacent Walls
606.1 ABC 1 2 1
Caulk, gasket, weatherstrip or seal between. windows/doors & frames, surrounding wall,
iV
Swimming Pools & Spas
6121
foundation & wall sole or sill plate; joints between exterior wall panels at comers, utility
N/
penetrations, between wall panels & top/bottom plates, between walls and floor
I//
EXCEPTION Frame walls where a continuous infiltration bamer is installed that extends
Shower heads
6121
from and is sealed to the foundation to the top plate.
Floors
6061 ABC 1.2.2
Penetrationstopenings >1/8" sealed unless backed by truss or joint members
EXCEPTION Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
• •
Ceilings
606.1 ABCA 2 3
Between walls & ceilings, penetrations of ceding plane of top floor; around shafts, chases,
_ N;
Insulation 6041, 6021 Ceilings -Min. R -19 Common walls -Frame R -11 or CBS R -3 both sides"
soffits, chimneys, cabinets sealed to continuous air bamer, gaps in gyp board & top plate,
%
• •
Common ceding &floors R -11. .. • •. •
V•
attic access EXCEPTION Frame ceilings where a continuous infiltration bamer is
installed that is sealed at the perimeter, at penetrations and seams
Recessed Lighting Fixtures
606 1.ABC 1.2.4
Type IC rated with no penetrations, sealed, or Type IC or non -IC rated, installed inside a
sealed box with 1 /7' clearance & 3" from insulation; or Type IC rated with < 2 0 cfm from
conditioned space, tested.
Mufti-story Houses
606 1 ABC 1.2 5
Air bamer on perimeter of floor cavity between floors.
µ p
Additional Infiltration refits
606.1 ABCA 3
Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA,
/
have combustion air
6A -22 OTHER PRESCRIPTIVF MFOSIIRFS /mu¢t ho mat nr axroarfori hu rill racirlanrae 1•
•
C •
COMPONENTS
SECTION
REQUIREMENTS • • •
CHE
Water Heaters
6121
Comply with efficiency requirements in Table 6-12 Switch or clearly m�rlc t+i�uit
I /
• • •
breaker electnc or cutoff as must be provided External or built-in trap r uired •I
iV
Swimming Pools & Spas
6121
Spas & heated pools must have covers (except solar heated) Non-commercial pools •
N/
must have a pump timer Gas spa & pool heaters must have a minimurn thermal • • • •
•
•
efficiency of 78% •
Shower heads
6121
Water flow must be restricted to no more than 2.5 allons r minute of 80 PSIG •
Air Distnbubon Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall bJ me %ically • •
attached, sealed, insulated, and installed in accordance with the critenaoftecti'on 610 •
Ducts in unconditioned attics R-6 min insulation • • • • •
• •
HVAC Controls
6071
Separate readily accessible manual or automatic thermostat for each s ern
_ N;
Insulation 6041, 6021 Ceilings -Min. R -19 Common walls -Frame R -11 or CBS R -3 both sides"
• •
Common ceding &floors R -11. .. • •. •
V•
1
•
•
•
•
•
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 87.7
The higher the score, the more efficient the home.
GRAIG SCHMIDT, 5964 SW 64TH PLACE, MIAMI, FL, 33143-
New construction or existing
2 Single family or multi- fanuly
3 Number of units, if multi -family
4 Number of Bedrooms
5 Is this a worst case9
6 Conditioned floor area (11)
7. Glass area & type Single Pane
-a Clear - single pane 142.0 ft2
b Clear - double pane 0 0 ft2
c Tint/other SHGC - single pane 0 0 W
• d Tint/other SHGC - double pane
8 Floor types
a Slab -On -Grade Edge Insulation
b Raised Wood, Post or Pier
c. N/A
9 Wall types
a Concrete, Int Insul, Exterior
b Concrete, Int Insul, Adjacent
c Concrete, Int Insul, Exterior
d N/A
e N/A
10 Ceiling types
a Under Attic
b N/A
c N/A
I1 Ducts
a Sup. Unc. Ret• Unc AB(Sealed) Interior
b N/A
Addition —
12 Cooling systems
Single family —
a Central Unit
Cap 36 2 kBtu/hr —
I —
SEER. 13 00 —
2 —
b N/A
—
No
1580 ft2
c N/A
Cap 65 0 gallons _
Double Pane —
R =4.2, 685 0 ft2 _
—
0 0 ft2 —
13 Heating systems
•
0 0 ft2 —
a Electric Strip
Cap. 23 9 kBtu/hr —
00 ft2 —
COP 1.00 —
b N/A
—
R=0 0, 79 0(p) ft —
c N/A
—
R=0 0, 120 Oft2 —
14 Hot water systems
—
a Electric Resistance
Cap 65 0 gallons _
R =4.2, 685 0 ft2 _
EF 0 84 _
•
R =4 2, 110.0 ft2
b N/A
—
•
—
00.00
R =4 2, 925 0 11 —
•
0000
•• • —
•
• •
c Conservation credits
• '
' •
(HR -Heat recovery,
rY , Solar
' •
0000••
•••.
• •
—
DHP- Dedicated heat pump)
•
00**
i • • • • i
R =19 0, 1015.0 ft2 —
15. HVAC credits
•
PT, _
•
—
(CF -Ceding fan, CV -Cross ventilation,
.
• • • •
• • • • • •
HF -Whole house fan,
• • • •
• • • •
•
PT -Pro ---able Thermostat
•
•
• • • • • •
— g
Sup R =6 0, 80 Oft — MZ- C- Multizone cooling, •
MZ- H- Multizone heating) • • •
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature.
Address of New Home:
Date.
City/FL Zip:
0.00.0
0000
*NOTE- The home's estimated energy performance score is only available through the FLARES computer program
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar designation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction,
_. ..r_ n __...___._. ten_ ............. em_ anon ®,f2�uoa6rl6dprcinn•FtAfDRvt2M
•
••••
0000
as •
Residential System Sizing Calculation
Summary
GRAIG SCHMIDT Project Title: Code Only
5964 SW 64TH PLACE GRAIG SCHMIDT ADDITION Professional Version
MIAMI, FL 33143- Climate: South
Location for weather data: Miami
- Defaults: Latitude(25) Temp Range(L)
Load
Load
Humid' data: Interior RH 50%
Outdoor wet bulb
7 Humidity difference r.
sgft
3777
Winter design temperature
47
F
Summer design temperature
90
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter temperature difference
23
F
Summer temperature difference
15
F
'Total heating load calculation
20717
Btuh
Total coolina load calculation
30166
Btuh
Submitted heating capacity
% of talc
Btuh
Submitted cooling capacity
% of calc
Btuh
Total (Electric Strip)
115.4
23900
Sensible (SHR = 0.729282)
116.8
26400
1
20717
Btuh
Latent
129.6
9800
Btuh
Total latent gain
Total
120.0
36200
WINTER CALCULATIONS
Winter Heatin Load for 1580 sqft)
De(s%)
L u
oad component
Load
Load
Window total
Window total
142
sgft
3777
Btuh
Wall total
1720
sgft
8018
Btuh
Door total
70
sgft
713
Btuh
Ceiling total
1015
sgft
1218
Btuh
Floor total
See detail report
2069
Btuh
Infiltration
156
cfm
3935
Btuh
Subtotal
Btuh
Duct gain
19731
Btuh
Duct loss
Total sensible gain
987
Btuh
TOTAL HEAT LOSS
1
20717
Btuh
h"'v
Do-@K3%)
FMO"K,o9
SUMMER CALCULATIONS
Summer Conlin Lnad lfnr 15Rn snfFl
Load component
Load
Window total
142 sgft
5966
Btuh
Wall total
1720. sgft
5153
Btuh
Door total
70 sgft
728
Btuh
Ceiling total
1015 sgft
2335
Btuh
Floor total
420
Btuh
Infiltration
142 cfm
2349
Btuh
Internal gain
3600
Btuh
Subtotal(sensible)
20550
Btuh
Duct gain
5
Btuh-
Total sensible gain
22605
Btuh
Latent gain(infiltration)
Btuh
Latent gain(internal)
2140
Btuh
Total latent gain
7561
Btuh
TOTAL HEAT GAIN
30166
Btuh
UdWt %)
n nmc,e96) AAd
ra odn(1214)
ham)
(16%)
COW9a%a
v
0
System Sizing Calculations - Winter
Residential Load - Component Details
GRAIG SCHMIDT Project Title: Code Only
5964 SW 64TH PLACE GRAIG SCHMIDT ADDITION Professional Version
MIAMI, FL 33143- Climate: South
Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 6/3/2005
Window
PanestSHGC/Frame /U
Orientation Area X
HTM=
Duct Loss(using duct multiplier of 0.05 )
Load
1
1, Clear, Metal, DEF
N
4.0
26.6
106 Btuh
2
1, Clear, Metal, DEF
N
16.0
26.6
426 Btuh
3
1, Clear, Metal, DEF
S
30.0
26.6
798 Btuh
4
1, Clear, Metal, DEF
S
24.0
26.6
638 Btuh
5
1, Clear, Metal, DEF
S
4.0
26.6
106 Btuh
6
1, Clear, Metal, DEF
S
16.0
26.6
426 Btuh
7
1, Clear, Metal, DEF
W
16.0
26.6
426 Btuh
8
1, Clear, Metal, DEF
W
16.0
26.6
426 Btuh
9
1, Clear, Metal, DEF
W
16.0
26.6
426 Btuh
Window Total
142
3777 Btuh
Walls
Type
R -Value
Area X
HTM=
Load
1
Concrete - Exterior
4.2
685
4.7
3220 Btuh
2
Concrete - Adjacent
4.2
110,
4.1
451 Btuh
3
Concrete - Exterior
4.2
925
4.7
4348 Btuh
Wall Total
1720
8018 Btuh
Doors
Type
Area X
HTM=
Load
1
Wood - Exter
50
10.6
529 Btuh
2
Wood - Adjac
20
9.2
184 Btuh
Door Total
70
71313tuh
Ceilings
Type
R -Value
Area X
HTM=
Load
1
Under Attic
19.0
1015
1.2
1218 Btuh
Ceiling Total
1015
121813tuh
Flgors
Type
R -Value
Size X
HTM=
Load
1
Slab -On -Grade Edge Insul
0
79.0 ft(p)
18.6
1469 Btuh
2
Raised Wood/Open
0
120.0 sqR
5.0
600 Btuh
Floor Total
199
2069 Btuh
Infiltration
Type
ACH X
Building Volume
CFM=
Load
Natural
0.40
15800(sgft)
106
2670 Btuh
Mechanical
50
1265 Btuh
Infiltration Total
156
3935 Btuh
FA
Subtotal
19731 Btuh
Totals for Heating
Duct Loss(using duct multiplier of 0.05 )
987 Btuh
Total Btuh Loss
20717 Btuh
FA
Manual J Winter Calculations
Residential Load - Component Details (continued)
GRAIG SCHMIDT Project Title: Code Only
5964 SW 64TH PLACE GRAIG SCHMIDT ADDITION Professional Version
MIAMI, FL 33143- Climate: South
6/3/2005
Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint)
(Frame types - metal, wood or insulated metal)
(U - Window U -Factor or'DEF' for default)
(HTM - ManualJ Heat Transfer Multiplier)
Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types )
System Sizing Calculations - Summer
Residential Load - Component Details
GRAIG SCHMIDT Project Title: Code Only
5964 SW 64TH PLACE GRAIG SCHMIDT ADDITION Professional Version
MIAMI, FL 33143- Climate: South
Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 6/3/2005
Internal Occupants Btuh /occupant Applian Load
gain 8 X 300 + 1200 ce 3600 Btuh
Type
Overhang
Window Area(sqft)
HTM
Load
Window
Panes/SHGC/U/InSh/ExSh Omt
Len Hat
Gross
Shaded Unshaded
Shaded Unshaded
1
1, Clear, DEF, N, N
N
2 14.5
4.0
0.0 4.0
27
27
108
Btuh
2
1, Clear, DEF, N, N
N
2 5.5
16.0
0.0 16.0
27
27
432
Btuh
3
1, Clear, DEF, N, N
S
10 9
30.0
30.0 0.0
27
44
810
Btuh
4
1, Clear, DEF, N, N
S
10 7.5
24.0
240 0.0
27
44
648
Btuh
5
1, Clear, DEF, N, N
S
2 3.5
4.0
4.0 0.0
27
44
108
Btuh
6
1, Clear, DEF, N, N
S
2 5.5
16.0
16.0 0.0
27
44
432
Btuh
7
1, Clear, DEF, N, N
W
2 17
16.0
0.0 16.0
27
85
1360
Btuh
8
1, Clear, DEF, N, N
W
2 5.5
16.0
0.6 15.4
27
85
1323
Btuh
9
1, Clear, DEF, N, N
W
5 5.5
160
10.6 5.4
27
85
745
Btuh
Window Total
1
1 142
1
5966
Btuh
Walls
Type
R -Value
Area
HTM
Load
1
Concrete - Exterior
4.2
685.0
3.1
2121
Btuh
2
Concrete - Adjacent
4.2
110.0
1.5
169
Btuh
3
Concrete - Exterior
4.2
925.0
3.1
2864
Btuh
Wall Total
1720.0
5153
Btuh
Doors
Type
Area
HTM
Load
1
Wood - Exter
50.0
10.4
520
Btuh
2
Wood - Adlac
20.0
10.4
208
Btuh
Door Total
70.0
728
Btuh
Ceilings
Type /Color
R -Value
Area
HTM
Load
1
Under Attic/Dark
190
1015.0
2.3
2334
Btuh
Ceilina Total
1015.0
2335
Btuh
Floors
Type
R -Value
Size
HTM
Load
1
Slab -On -Grade Edge Insulation
0.0
79.0 ft(p)
0.0
0
Btuh
2
Raised Wood
0.0 '
120.0 sgft
3.5
420
Btuh
Floor Total
199.0
420
Btuh
Infiltration
Type
ACH
Volume
CFM=
Load
Natural
0.35
15800
92.4
1524
Btuh
Mechanical
50
825
Btuh
Infiltration o I
142
2349
BtL
Internal Occupants Btuh /occupant Applian Load
gain 8 X 300 + 1200 ce 3600 Btuh
Manual J Summer Calculations
Residential Load - Component Details (continued)
GRAIG SCHMIDT Project Title: Code Only
5964 SW 64TH PLACE GRAIG SCHMIDT ADDITION Professional Version
MIAMI, FL 33143- Climate: South
6/3/2005
Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint)
(U - Window U- Factor or'DEF' for default)
(Irish - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R))
(ExSh - Exterior shading device: none(N) or numerical value)
(Omt - compass orientation)
'A
5
Subtotal
20550 Btuh
Duct gain(using duct multiplier of 0.10)
2055 Btuh
Total sensible gain
22605 Btuh
Totals for Cooling
Latent infiltration gain (for 56 gr. humidity difference)
5421 Btuh
Latent occupant gain (8 people @ 230 Btuh per person)
1840 Btuh
Latent other gain
300 Btuh
TOTAL GAIN
30166 Btuh
Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint)
(U - Window U- Factor or'DEF' for default)
(Irish - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R))
(ExSh - Exterior shading device: none(N) or numerical value)
(Omt - compass orientation)
'A
5
C.O.R. + 8.51'
r�
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 -0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE
1Portarnt: Read the instructions on pages 1.7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Corripsny Use:
BUILDING OWNER'S NAME Policy Number
JEANINE SCHMIDT
BUILDING STREET ADDRESS (Indudmg Apt, Und, Sub, and/or Bldg No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
5964 SOUTHWEST 64TB PLACE
CITY STATE ZIP CODE
MIAMI rL 331 *43 69•09
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Paroel Number, Legal Description, etc.) 0 :
PB 57 -54 LOT 8 BLOCK 2 OF: "MERLON PARR" MIAMI—DADE CO. FL : : 0000'
BUILDING USE (e g., Residential, Non - residential, Addition, Accessory, etc. Use a Commends area, if necessary) • . • :
RESIDENTIAL • 4444 ..4444
LATITUIDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Tyree) • •
#i>`- or ## °) ® NAD 1927 ❑ NAD 1983 ❑ USGS C)iad M4 ' U other. • •' • :'
4096 4444 •
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
61. NFIP COMMUNrrY NAME 8 COMMUNITY NUMBER
CITY OF SOUTH MIAMI-120658
HIIAMI —DARE COUNTY
,WL • 00 0
64. MAP AND PANEL
NUMBER
B5. SUFFIX
B6. FIRM INDEX DATE
B7. FIRM PANEL
EFFECTIVEIFiE1l6SED DATE
B8. FLOOD ZONE(S) 4
B9 BASE FLOOD ELEVATION(S�
" 0 (Gene A0, Lase dept M00dMg) '
12025C -0190
J
7 -17 -1995
3 -02 -1994
'rAE" :
: : 9.VQ? .'
C2. Building Diagram Number 1(Select the budding diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the budding, provide a sketch or photograph.)
C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 N30, V (with BFE), AR, ARIA, ARIAE, ARIA1 -A30, AR/AH, ARIAO
Complete Items C3.a4 below according to the budding diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
u iv —1u �i u is oGJr rIUW JcvaUU1I tDrr-) ucua or case rlo0m cepm entered In I9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe):
•
'
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑ Yes ®No
Desi nation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Budding Under Construction- ® Finished Construction
•A new Elevation Certificate all be required when consUudion of the building is complete.
C2. Building Diagram Number 1(Select the budding diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the budding, provide a sketch or photograph.)
C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 N30, V (with BFE), AR, ARIA, ARIAE, ARIA1 -A30, AR/AH, ARIAO
Complete Items C3.a4 below according to the budding diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Commends area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum 4014 ConversioNCommentsN /A NAME P -4001
Elevation reference mark used 15.7 6' Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No
\
o a) Top of bottom floor (induding basement or enclosure) 10.82 ft(m)
b) Top y
o of next higher floor N/A.
.. • • • ..
•. ' ;
o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft(m) �-
�� �`' -., ���'
o d) Attached garage (top of slab) 8. 92 fL(m)
o e) Lowest elevation of machinery and/or equipment
serviong the building (Describe in a Comments area) N/A ft (m) e°
•
o f) Lowest adjacent (finished) grade (LAG) 8.34 ft(m)
s;
S15� 6
o g) Highest adjacent (finished) grade (HAG) 8.71 ft(m) ' .
, 0 5 V- 00
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A
-
o i) Total �I permanent openings flood vents in C3.h N/A
P� ( ) sq. in. (sq. an) !
• • . �y-
;' SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
TLP rtlti68lA4ie•114 ned4d sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information.
- icthaet� a�u ti8RjrtgFeL ligns A, B, and C on this certificate represents my best efforts to interpret the data available.
S 1' elst9gff at any Ise SW00104maYbe Dunishable by fine or im risonment under 18 U.S. Code, Section 1001.
LICENSE NUMBER COMPANY NAME
RD PSM 5526 AFA & COMPANY INC.
TITLE -r QT
-PRO�t ADDRESS CITY STATE ZIP CODE
N ala llID SURVEYORS & MAPPERS 13050 SOUTHWEST 13310 COURTMIAM3: FL 33186
FEMA Form 81 -31, January 2003 See reverse side for contmuabon. Replaces all previous editions
L.
IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use:
BULDING STREET ADDRESS (Incudug Apt, Unk Suita, andlor Bldg. No.) OR P 0. ROUTE AND BOX NO. Policy Number
5964 SOUTHWEST 64TB PLACE
CITY STATE ZIP CODE Company NAIC Number
1rIIANX FL 33143
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentIoompany, and (3) building owner.
COMMENTS
• • • • • • • ❑ Check here if attachments
SECTION E- BULDINGELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
JVMe AO arldC* j A (without BFE , ogfnplete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F,
Sectiotl C must be gompleted. . .
..W.Wd1ng DiagraaV*wber _(:elect thabulding diagram most similar to the budding for which this certificate is being completed – see pages 6 and 7. ff no diagram accurately
: • representslhebadding, pr vAe�a!sketch or photograph.)
• El!bft top of tertWgIfloor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade (Use
natural grads if avAble). .
E3. Fot Building DiAgrams 6-8 will opehimt (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest a a ent
• • • grade. Cor eWe* *ems C3.h and C3.1 on front of form.
• f4 Jre top of thUVgrrn of machoery and/or equipment servicing the budding is _ ft (m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use
.4&raI gradP jgv0&e)•
El. FoVone AO only: If no flooddialb autnber is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
69* d Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F, - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAmiss_ ued or community-
issued BFE) or Zone AO must sign here. The statements in Sections A, S Q and E are coned to the beet of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP
SIGNATURE DATE TELEPHONE
COMMENTS
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is,a��GoriTed byl .5i a nonce to administer the oommunty's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete eapplicable ite•n�s) and
W.
below.
G1. ❑ The information in Section t was token from other documentation that has been signed and embossed by a lid surveyor, engineer, or architect who is authorized by state
or local law to 4ertif`elevati0� infom*on: (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official konpieterl Sediop fora building looted in Zone A (without a FEMAassued or community+ssued BFE) or Zone A0.
G3. ❑ The following information, (lte4 G4 (,sJ) is provided for community floodplain management purposes.
This permit has been issued for. [],Pew Construction
G8. Elevation of as-built lowest floor (including basement) of the building is: — _A(m) Datum:
G9 BFE or (n Zone AO) depth of flooding at the buildng site is: — _ ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments ,
FEMA Form 81 -31, January 2003 Replaces all previous editions)
r '
Sheet 1 of 2 Location Sketch N. T. S.
r
81 6 7 = 8 t' 9
^_ 'o
' o -2 SWa.aa1 58'" ...1 —TEIi:
=i
'1
124. I 22
.4
e. -a. . _-- 1
sw 601h sr" -- —
.er
1
P }
n
SW 6191 51 -•..
to
1 -
PROPERTY ADDRESS.
5954 Southwest 64 Place
Miami, Florida 33143
SURVEYOR NOTES
# I Land Shown Hereon were not abstracted for
Easement and/or Right of Way Records.
#2 Benchmark: Miami -Dade County Public Works Dep.
BM -4014, NM- P4001 Elev. 15 76', NGVD 1929
#3 Bearings as Shown hereon are Based upon
Southwest 64th Street S00 °00'00 "E
#4 Please See Abbreviations
#5 Scale of Drawing. 1 " =20'
#6 Drawn By A. Merel
#7 Survey field notes concluded Date: 05 -18 -2005
#8 Disc No 2005
#9 Last Revised
#10 Legal Description Furnished by client.
#11 This Certification is only for the lands as described
It is not a certification of Title, Zoning, Easements,
or Freedom of Encumbrances. ABSTRACT NOT
REVIEWED.
412 There may be additional Restrictions not shown on
this survey that may be found in the Public Records
of Said County, examination of ABSTRACT
OF TITLE will have to be made to determine recorde
instruments, if any affecting this property
#13 ACCURACY.The expected use of the land, as classified
in the Mimmun Technical Standars (61617- 6FAC), is
"Residential" The Minimum relative distance accuracy
for this type of boundary survey is 1 foot in 10,000 feet
The accuracy obtained by measurement and calculation
of a closed geometric figure was found to exceed this
requirement.
# 14 Foundations and/or footings that may cross beyond the
boundary lines of the parcel herein described are not
shown hereon
# I S Not Valid without one signature and the original raised
seal of a Florida Licensed Surveyor and Mapper.
Additions or deletions to Survey maps or reports by
other than the signing party or parties is prohibited
without written consent of the signing party or parties.
# 16 Contact the appropriate authority prior to any design
work on information.
#17 Undergroud utilities are not depicted hereon, contact
the appropiate authority prior to any design work or
construction on the property herein described.
Surveyor shall be notified as to any deviation from
utilities shown hereon
4 #18 Ownership Subject to OPINION OF TITLE.
I
W
Y
Q
J
aB
ABBREVIATIONS
A -ARC DISTANCE
AVE - AVENUE
ASPH - ASPHALT
A/C -AIR CONDITIONER
BLDG - BURRING
B COR- -BLOCK CORNER
C B -CATCH BASIN
CLF -CHAIN LINK FENCE
CONIC -CONCRETE
COL. -COLUMN
C U P -CONCRETE UTILITY POLE
CLP -CONCRETE LIGHT POLE
CBS -CONCRETE BLOCK
STRUCTURE
C M E -CANAL MAINTENANCE
EASEMENT
D - DIRECTION
D/W - DRIVEWAY
D M E - DRAINAGE & MAINTENANCE
EASEMENT
ENC - ENCROACHMENT
ET P - ELECTRIC TRANSFORMER PAD
F P L - FLORIDA POWER AND TIGHT
F -FIRE HYDRANT
F 1 P -FOUND IRON PIPE
F F - FINISH FLOOR
F D H -FOUND DRILL HOLE
F R -FOUND REBAR
F/D -FOUND DISC
FiN -FOUND NAIL
OF -IRON FENCE
L - LENGHT
LP - LIGHTPOEE
MEAS - MEASURED
M H -MAN HOLE
N G V G - NATIONAL GEODETIC
VERTICAL DATUM
N T S -NOT TO SCALE
O E -OVERHEAD ELECTRIC LINE
O/L -ON LINE P C P - PERMANENT CONTROL POINT
P C -POINT OF CURVATURE
R - RADIUS
RES - RESIDENCE
SDWLK - SIDEWALK
T - TANGENT
U E - UTILITY EASEMENT
W/F -WOOD FENCE
W V -WATER VALVE
W U P -WOOD UTILITY POLE
O— -IRON FENCE
-CHAIN LINK FENCE
-WOOD FENCE
-CBS WALL
i' -OVERHEADFIEC.
-CENTER LINE
-- - EASEMENT
- DENOTES ELEVATIONS
- BUILDING
° - DISTANCE
AFA &
Company, IIIe.
.i A V
9
to i, 'e 9W 991 81
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JOB # 05 -672
DATE
05 -18 -2005
PB
57 -54
I
W
Y
Q
J
aB
ABBREVIATIONS
A -ARC DISTANCE
AVE - AVENUE
ASPH - ASPHALT
A/C -AIR CONDITIONER
BLDG - BURRING
B COR- -BLOCK CORNER
C B -CATCH BASIN
CLF -CHAIN LINK FENCE
CONIC -CONCRETE
COL. -COLUMN
C U P -CONCRETE UTILITY POLE
CLP -CONCRETE LIGHT POLE
CBS -CONCRETE BLOCK
STRUCTURE
C M E -CANAL MAINTENANCE
EASEMENT
D - DIRECTION
D/W - DRIVEWAY
D M E - DRAINAGE & MAINTENANCE
EASEMENT
ENC - ENCROACHMENT
ET P - ELECTRIC TRANSFORMER PAD
F P L - FLORIDA POWER AND TIGHT
F -FIRE HYDRANT
F 1 P -FOUND IRON PIPE
F F - FINISH FLOOR
F D H -FOUND DRILL HOLE
F R -FOUND REBAR
F/D -FOUND DISC
FiN -FOUND NAIL
OF -IRON FENCE
L - LENGHT
LP - LIGHTPOEE
MEAS - MEASURED
M H -MAN HOLE
N G V G - NATIONAL GEODETIC
VERTICAL DATUM
N T S -NOT TO SCALE
O E -OVERHEAD ELECTRIC LINE
O/L -ON LINE P C P - PERMANENT CONTROL POINT
P C -POINT OF CURVATURE
R - RADIUS
RES - RESIDENCE
SDWLK - SIDEWALK
T - TANGENT
U E - UTILITY EASEMENT
W/F -WOOD FENCE
W V -WATER VALVE
W U P -WOOD UTILITY POLE
O— -IRON FENCE
-CHAIN LINK FENCE
-WOOD FENCE
-CBS WALL
i' -OVERHEADFIEC.
-CENTER LINE
-- - EASEMENT
- DENOTES ELEVATIONS
- BUILDING
° - DISTANCE
AFA &
Company, IIIe.
.i A V
9
to i, 'e 9W 991 81
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II a�
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12
13 `.
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14 �
•
1 to
O
CERTIFIED ONLY TO:
Jeanine Schmidt
it's Successors and/ or Assigns A.T.I.M.A.
LEGAL DESCRIPTION
Lot 8 Block 2 of: "MERION PARK"
according to the Plat Thereof as Recorded
in Plat Book 57, Page 54 of the Public
Records of Miami -Dade County, Florida.
Professional
Surveyors & Mappers LB 6778
13050 S.W. 133rd Court
Miami Florida, 33186
Ph. # (305) 234 -0588
Fax # (305) 234 -0423
This certifies that the survey of the property
described hereon _was made under my super-
vision & that �' `'s_urveymeets the minimum
technicalRi lagfo,,ft by the Florida
Beard &P,wfeszc1p_aa1iZ Surveyors &
" 1 MOffie Sketch MOD is a true
JccUte representation ther&f*
1 oaf my Tgw one" Belief,-$U ai
e �1
-and no t %hse0own hereonn;
9T
Armando F Alvarez
Prgfim4ona1Sa"*wr A Mapper l! SS2tf
State ofPlordda
Not !Valid anless Signed & Stamped with EmhossedSeal
15
Z
• •
rl6
� • •
17
• •
•
•
• •
••••
••••••
. I
•
•• • ••••
ELEVAT10AjI1*0 P* RMA* 770N :
••••
";
:
Comm Panel
120658
• • •
• •
Panel #
0190
Firm Zone:
"AE"
Date of Firm:
08 -18 -1992
Base Flood Elev.:
9.00'
F. Floor Elev.
10.82'
Garage Fl. Elev.
8.92'
Suffix:
"J"
Elev. Ref to NGVD 1929
1 to
O
CERTIFIED ONLY TO:
Jeanine Schmidt
it's Successors and/ or Assigns A.T.I.M.A.
LEGAL DESCRIPTION
Lot 8 Block 2 of: "MERION PARK"
according to the Plat Thereof as Recorded
in Plat Book 57, Page 54 of the Public
Records of Miami -Dade County, Florida.
Professional
Surveyors & Mappers LB 6778
13050 S.W. 133rd Court
Miami Florida, 33186
Ph. # (305) 234 -0588
Fax # (305) 234 -0423
This certifies that the survey of the property
described hereon _was made under my super-
vision & that �' `'s_urveymeets the minimum
technicalRi lagfo,,ft by the Florida
Beard &P,wfeszc1p_aa1iZ Surveyors &
" 1 MOffie Sketch MOD is a true
JccUte representation ther&f*
1 oaf my Tgw one" Belief,-$U ai
e �1
-and no t %hse0own hereonn;
9T
Armando F Alvarez
Prgfim4ona1Sa"*wr A Mapper l! SS2tf
State ofPlordda
Not !Valid anless Signed & Stamped with EmhossedSeal
J
r'
Sheet 2 of 2 Boundary Survey
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Tile
3.2' 4' Co 00 ui • •
$
L3.
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15.0OVE STORY CBS
RESIDENCE #5964 'l 6°�.• s • a g• a pa s" q
••••••
• • • • • •
S F.F.Elev- +10.82' \ • •
p� Ovh ndin\ g wood gate x L x�� .\ Q• 0 .12 ' • • •
6.0' high OJ Roof elf
/ / \ 2.2-
20.05
0.64 pp • pi • • • •
N •••• *09000
cbs 13.11' \ 38.55' ° X 20.201 \� \\ '–`^ • • • • • • • • i
7.00' 1 staff 6' 8.09' Bldg.
�cbs wall • •
Tile i x�' 4.0' high
Asphalt Driveway
Al
• eel• xS� Al
I x�b� fip .08' dia
fip .08' dia I \ I IIO Id
no id
A 25.60'
16.40' Pa00.00' 5000 WE ax- 380.00'
&c.ap I w g 30.00' 25.00' 8x�AO
20.0 asphalt Pavement
Southwest 64th Street
JOB # 05 -672
DATE 05 -17 -2005
PB 57 -54
Surveyor Notes:
1 Survey is hwomphte without sheet one and two
Scale ofDrawing 1 20'
Drawn By- R Wivares Disc #2005
"last Revised•
AFA dt COM ANY, nvG
Pm1esdonal Land Surveyors and Mappers
13050 SW 133rd CF Mlami, Florida 33186
PH: 305 - 2340588 FX. 305 2340023
50.0' Right of way
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