. (2). Miami Shores Village - _ �
q�w� .. :IED
Building Department NOV 19 14
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
�U Tel: (305)795-2204 Fax: (305) 756-8972 �1
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 L
BUILDING '-9CMaster Permit No. 1�-1
PERMIT APPLICATION Sub Permit No.
❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: (oc'-0 6"ic (Ok�JP'
City: Miami Shores County: Miami Dade Zia.!
Folio/Pa gel#:_N� 1 Z73l t 017. (--XYW Is the Building Historically Designated:Yes_ NO_ Ile
Occupancy Type: Load: _Construction Type: Flood Zone: BFE:_ FFE:
OWNER: Name(Fee Simple Titleholder): Phone#:?'�-t'--:'"
Address: twf- f
city: State: Zi
p:-S13 �S�
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:_ n(�a'3 r dv Phone#: ?C)Sb U
Address: 40
_G C
al—
City: Utt State: S�
Zip:
Qualifier.Name: 6 aul-moo �`�C-� fd / Phone#:
State Certification or Registration#: CA-- Z9 - Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
p
Value of Work for this Permit: Square/Linear Footage of Work: l
Type of Work: ❑ Addition ❑ Alterationw
N
❑ e ❑ Repair/Replace ❑ Demolition
Description of Work: OBD I (y M d"S1,Zry2 MMA, S—'uTZ—<—
Specify color of color thru tile:_
Submittal Fee$ Permit Fee$ CCF$ CO/CC$_
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$_
+ural Reviews$ Bond$
TOTAL FEE NOW DUE$
OTE ;ALL L:)' HEE T S ]� U 8 � �Lti'l�'ti�1ED
MIAPI11-DADE COUNTY BUILDING DEPARTMENT
Herbert S. Samr Per and Inspection Center
11805 SW_26th Street(Coral Way), - Nliami;Florida 33175-2474 - (786)315-2100
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE. PLAN REVIEW FROM MIAMI-DADE FIRE R:SCUE
AND/OR DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT
PROVIDE MUNICIPAL PROCESS NUMBER HERE
Job Address � r Contractor No. C
s //,,
Folio_ ��Z- f'�.b�C7 .. o o Last four (4) digits of Qualifier No, v r
_ 1 I
° L Lot 81ock a< Contractor Name es�$� `FVC—
w
0 L
U Subdivisionyt r :-fig z o Quafiiler Name O2 t ��
P '1� �O LL
J �� t'''G f g �I o
U= Address /qC�t� C_
Mites and bounds _
City - I State �2 Zp 33
O New Construction on [ ] Demolish Current use of property r0( �.cu-
N Vacant Land [ ] Shell Only
y [ ] Alteration Interior KAddition Attached
° = ( ] Acdition Detached Description of Work ' -10..'s ! fC�
w [ ' Alteration Exterior . P l
o [ J Fo-iRoof
F a O Relocation of Structure .
2 [ J Enclosure [ ] Fo indation Only y
[ j Repair Sq. Ft_ � Units [ Floors
[ ]
Repair Due to Fire Value of Work , t
MBLD
- � - [ ] Chg_ Contractor. Owner C� Gu , —
w" ate o y w Address C ot�C�
} g n' [ ] Pe-Issue �l'�fo t_ �j
F :[ T MELS <.. [ ] Re-stamp . = City State FL Zp � ( _
MLPG c r
W MMEC [ ] Revision z.. Phone
FIRE �` , NotA II o.
.Last four(4)digits of
[ ] PP cable for
Fire Owner's Social Security No.
° NameI. ` Name
Address
- w w Address
U LU
o Y City State _ Zip `-' Cit State
to e
Y L'I
a Phone w Phone
l lam re uestin a Special c a/P.
4 g Request P
P lan Review SRI '
to b
4 e scheduled
_ as soon a
(SRI) n s possible at the rale of$.790 for the fast hour and
5 c $65 per each addition hour in addition to the review fees.. Minimum charge one-hours
UIL m
Lu N 3 sl
N w w .1 Request: Date:
.a .2'd Request:
Date
c
3 Request:. .
Date:
1 am requesting Optional Plan Review OAR to be scheduled as soon as
�— � SSI018
� 1, p at the raiz.of$75 for each discipline. Additional _
o .review fees may apply. p
15` P.equest: _ No ®E R 1 Y 1 O P R Dater
°u Ind -
z e Request: �/ } reviews
3 Request:
Li
No expedite 16VIeWS Date:
p Date:
.. _ � -' Y:1'ror,�rYii011P__,lcnici;al P��nii rlppliuind. .
M IAM UDADE NIIAN-11-DADE COUNTY
e PRODUCT CONTROL SECTION
11805 SW26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2471
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miAmidade.aovleconomy
Nu-Vue Industries,Inc.
1055 East 29`'Street
Hialeah,FL 33013
SCOPE:
This NOA is being issued ander the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or inaterial fails to
perform in the accepted manner, the manufacturer 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. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building rode.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series All,NVSTA,NVHTA,NVTHJ,IKE,NVTT and.NVHC-37 Steel Wood
Connectors
APPROVAL DOCUMENT:Drawing No.NU-1,titled "Truss and Top Plate Anchors",sheets 1 through 4
of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and
sealed by Vipin N.Tolat,P.E..,bearing the Miami-Dade County Product Control renewal stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,
modellseries,and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shawl be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this 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 manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other p irposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. 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 manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official. ,
This NOA renews NOA#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.13-0206.17
rrL4Mtsaot;coutvrr � Expiration Date: May 22,2018
Approval Date: May 2,2013
Page 1
Nu-Vue Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DF'.AWINGS
1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated
02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc.,signed
and sealed by Vipin N.Tolat,P.E.
B. TESTS "Submitted under NOA#08-0325.02"
Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and
sealed by C.R.Caudel,P.E.
Report No. Wood Connector Load DirectionDate
1. 05-5195A AB-5 F1 and F2 _ 06/03/05
2. 05-5196A AB-7 F1 and F2 06/11/05
3. 04-4995 NVTHJ-26 Upward 01/31/05
4. 04-4996 NVTHJ-28 Upward 01/31/05
5. 05-5612 DII&I Upward,Ll and L2 03/20/06
6. 06-5622 IKE-2 Upward,L1 and L2 05/01/06
7. 04-4908 NVTT Upward and LI 07/21/04
8. 03-4631 NVTT Upward and LI 06/21/04
9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/08
C. C.A►LCULATIONS "Submitter)under NOA #08-0325.02"
1, Shear value of common wire nails and steel plate tensile calculations,prepared by
Vipin N.Tolat,P.E., Consulting Engineer,dated 03/20/2008, signed and sealed by
Vipin N.Tolat,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest,dated
01/31/2013,signed and sealed by Vipin N.Tolat,P.E.
"Submitted tinder NOA#08-0325.02"
2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing,
Inc.,signed and sealed by C.R. Caudel,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 13-0206.17
Expiration Date: May 22,2018
Approval Date: May 2,2013
E-1
Deep Seat Truss Anchor..They are designed to resist lateral and uplift forces. Holden Double Strap)(riveted Truss Anchor..They are designed of 14 gauge steel
The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel.
UPLIFT
UPLIFT
L�
L�
Twu maN r.quFed S
to transAr,paft to
button chard
t: Trm mate,•.Vd
I.
bottan ChWA
1,.w, i., •::
o Arlt rt. �8• Is''
'Td z 2 t.rLt •.t••
•z m ,'+'
AssemblyDimension Total No. Total No.of AssemblyDimension Total No. Total No,of
Allowable Loads bs Allowable Loads(lbs)
Product H Of Fasteners Fasteners irk � ) Product F1 of Fasteners Fasteners in
Code (inches) in Strap 20 G.A.Seat Code (inches) in two fps 20 GA.Seat
10d x 1S$" l Od x 1%" Uplift. LI L2 l Od x 1 " 10d x lys" Uplift a Uplift S Ll L2
NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450
6 6 1141 760 1144 12 6 1695 1987 1181 1631
NVSTA16 16 NVHTA16 16
7 6 1236 823 1239 14 6 1883 2208 1312 1812
NVSTA20 20 8 6 1331 1 887 1 1335 NVHTA20 20 16 6 2071 2429 1444 1 1994
NVSTA22 22
9 6 1426 950 NVHTA22 22
1430 18 6 2259 2649 1575 1 2175
Notes:
NVSTA24 24 NVHTA24 �} 1. Nails are necessary in straps and seat to achieve,dosing loads.
i
2. See note 6,sheet 1 for combined loading.
3. Nails through chords shall not force the tensa plates.
4.'For general notes,see sheet 1.
5. For higher uplift loads,concrete shall be 3000 psi.
6. Based on min.2500 psi concrete.
MPIN N. TOLAT, PE(CIVIL)
FL. REG. # 12847 Nu-Vue I.d-hi.%lam.
PROCU t OM&WED 15123 LANTERN CREEK LANE 1053-1059 East 29 Street
W*WW#lYh*Wkk do fluids Hialeah.Florida 330 B
aAldbSCnde HOUSTON, TX 77068 (305)694-0397
{✓ � Fax:(305)694-0398
1
nr TRUSS AND TOP PLATE ANCHORS
a4 Pa6olhaduocOewd DWO#: Sheet: I Date: Revisions:
3 13 Feb 18,
NU-1 2 of4 2,008
T
Approvals
Florida Buildink Miami Dade County
Code NOA #
Z NVHTA Holden Double Strap
New Miami Dade County NOA# Riveted Truss Anchor
FL 599R4— 13-0206.17 Exp: May 22, 2018 NVSTA Single Strap Deep Seat
Riveted Truss Anchor
Replaces 12-0130.32 NVHC37 5 Way Grip Clip
AB Angle Clip
\ IKE Stud Plate Ties
WTHJ26/28 Hip and Jack Hangers
Florida Building Code Approved NVTA Truss Anchor Strap
# FL16294 NVTAS Riveted Truss Anchor Strap
www.fioridabuilding.org NVRT Flat & Twisted Rafter Ties
NVBH24 Butterfly Hanger
NVUH26 Joist Hanger
NVTH Heavy Duty Single Strap
Florida Building Code Approved NVTP +NVTPH Top Plate
F # FL16294 NVSO 236 Heavy Duty Face Mount Joist Hanger
vfww.floridabuilding.org N'JH 24-26-28 Joist Supports
NVHC43 +43/2 Hurricane Clips
/ NVSNP3 Skewed Nail Plate
New Miami Dade County NOA# NV358 Double Heavy Duty Straps with 2 Ply Seat
12-0130.35 Exp: December 23, 2014 W458 Doubly,-Heavy Duty Straps with 3 Ply Seat
FL2047-R4 Heavy Duty NVTH Hea D g
Replaces 09-0721.05 Single Strap
NVTHS Heavy Duty Single Straps with Seat
NVSTA-12H/48H Heavy Duty Single Straps with 1 Ply Seat
\ NVHTA-12H/48H Heavy Duty Double Straps with 1 Ply Seat
NVHCL/R Hurricane Clips Right& Left
2
i
'I
18 Ga. NVJH Joist Supports
18 G NVJH JOIST SUPPORTS
Dimension Allowable Loads (lbs.)
Product inches Double Single Joist g Fasteners Gravity Loads 100% Uplift Loads 160%
Code W H BS Size Header Header Double Single
Size Double Single Single&Double
Size Header Header Joist
Header Header Headers
NVM24 15/s" 35/s"" 3 2x4 2-2x4 2X4 6-10d 4-10d
2x6 2-2x6 2X6 6-10d x x 744 744 —
11/2" 11/2"
NVJH26 15/8" 5" 3 2x6 2-2x6 2x6 10-lOd 6-lOd
2x8 2-2x8 2x8 10-10d x 1240 1240 821
2x8 2-2x8 1 /2"
NVJH?8 15/s" 63/4" 3 2x8 14-10d 7-10d
2x10 2-2x10 2x10 14-1Oc( x x 1736 1736 1079
2x12 2-2x12 2x12 11/2 11
/z"
i Y� i Y" Notes: 1) All specified fasteners should be used on each of the
connected members to achieve values indicated on the
above schedule.
L'
� �
° . 2) This table is based on Miami Dade County
0
° �t ' NOA#08-0828.02 and Florida Approval 2047R4.
o �
E ` ESS
iq
(' W
NVJH 26 as shown
WE 24&28
similar but with different holes.
NVS0236 16 Gauge HeavyDu
ty ace Mount Joist Ha
Joist
Fasteners Allowable Loads (lbs.) i J�
Header
Size Size Header
Joist Gravity Uplift o
2-2x8 14-1040 °
6-104 1758 1108 °
2x6-8 2-2x1() 14-164 6-164 1875
1279
2– , 0 0 5)6-
2x12, Le/Screws 6-1640
800 1217 ' o
Notes: 1) Use a l specified fasteners in schedule to achieve values indicated. ��
e o O
2) See General Notes,page 01. °
3) This table is based on Miami Dade County NOA#08-0828.02
and Florida Approval 2047R4.
ws6236 16 GAUGE
BOLT HOLES 1/2"DIA
NAIL HOLE 3/16"DIA
ups NfSLt y �iY
January 14, 2015
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, Florida 33138
Responses to Building Comments
Permit Number: RC 11-14-2550
Address: 10601 NE 6th Avenue
Building Critique_
1. N/A;
2. See sheet A-0 for added list of codes;
3. See sheet A-0 for added note stating that pool will be under separate permit;
4. Existing electrical meter and proposed onsite sewage system have been added
to sheet A-1, water meter is already shown;
5. Note in sheet A-3 & A-4 has been revised to show light-gauge steel frame and
cementitious boards in lieu of plywood and wood framing for the chimney;
6. Notes have been added in sheets A-3 & A-4 describing the new flooring for the
addition;
7. See structural drawings;
8. See structural drawings
Please do not hesitate to contact me if you have any questions and/or comments
cerely,
Victor J. Bruce A.I.A., LE D R P
Vice President&Architect
AR-0017103
ABI associates, Inc.
370 NE 101"Street
Miami Shores, Florida 33138
telephone 305-310-5030
fax 1-877-408-8280
email vhruce�d ai-associates.rn=t
04/01/2013 15:10 305643118E; C&S PAINT PACE 01/01
%
Miami f3pores iflage
�,�• wilding Department
14050 N.E.2nd Avenue
Miami Shwm Florida 33133
Tell:(W5) 795.2201
Fa= (305) 756.5972
MIAMI MORN V LLAGE
OTICE 10 WUiLCiN gCEZENT
OF EMPLOYMENT AS-SPECIAL iii E0011 UILDES
W�
�ME FLO199A SUL.DING CODE
I(WO)have been riled by f'?
�• l!C'ti d A/l to Parlbnn sPadW hwector ienftes under
dee FWda B3ur'l%g Code at Iho/S6p/_/ujr i rff pejd an she bdm had s1nn:mm as of
(die).i an a re ' a►e�eited or i eng r Lensed in boa Stare of Flsxida.
'w C -
l��ss ldt�li�lo r !(f 2,11-0
• SPECIAL INSPECTOR FOR PLM FEC 1822.1,20(RU04 6.1.211)
• SPECIAL 94SPEOTCR FOR TRUSSES 2-35'LONG OR 6 HIGH 2318.17.242(R4409.6.17.24.2)
JCw SPECIAL INSPECTOR FOR kwoRCED MASONRY,FEC 2122.4(84407,5.4)
-V4 SPECIAL WSPEWOR FOR STEEL CCNNECTMs,FBC 221$.2(R440&6.2)
ra SPECIAL MPECTOR FOR SOL COMPACTOR FISC 1820.3,1(R4404.41i)
13 SPECIAL MSPE:tOR FOR PRECAST LHTS&ATTA04tENTS.F8C 1827.12(R4405,9.12)
C1 SPECIAL rNSPE-yTOR FOR
Note: An Irredrad1y.
The 'ng indN+rdR,ra V employed by ihls rm or nm are au&ormed repmswdWww to R
NSPWW InspecUn ut3imng audroei2ed mppembdiva shay insure the sufxyiZed
�rlsure� is gltaii6ed by education ®r
perfa>,Te doe dUft assigned by*a 3pecW lhspector. The lnclude kermfe as a Pdadwd
engineer or afddbmt graduation ton an e .
arab ' g duoa6on ih ehA Or sbucktrA engineering, gradutAon been an
itecislral educateon
per;
sucs�sftrl 'aee
of she NCE
ES
FundwnwW Examinedon;or regmftkn as binding h9peeft or gmwW cwbactw.
I.(ere)M na*Hemi Shares Vftge 13u3direg Depwhal of any deangw regangng pm=W pelf md11g i
services.
I,(we)undusland that a Sped!lnspm;kr inspection Bog far as&k&bq mat be in a mwenWw k w&A an she stie
for refstence by she lkgarni Shores v6e9e Ektiduog DqrwbreM Impecmr.Al vroandamry ingpegforA,as required try the FWda
i3ui>ding Code,roust be perhaned by the County.The V&p bulding inspections rtetst be Wed far fill of mwddwy in
b'sPecdone .by the Spe W In specibr Wred by dee turner are in add! m In the msft �
DepammL t� periianlled by the
Ftrrdoer,upon on rd 1he wwk ander each l3trlBdi'ng ' 1 wS suW&10 ft I:k tbo! ai doe limed
Rasa!inspection the completed inspecki bg fawn and s ceded s 1r,&afMq6Kb Bora best of XV knCIM&A belief and
P judPWA thew portions 4 1h pnaled oufted ebetre meet doe intent of the FWdg 13ulding Cuda and ewe in
mbftntd aceardahce UM the d plans,
slgmw an
+PQU�, ONT�c''•, Dame O/ D ae i.� i in -
O . E
'' �G NSF•!7i';
- Address r.�1 �/ 331 �V
No, 6�9ti9 /
O Zr � Phone Me. t5— LT 0 32.
STA �,,-c
�'
S/ONAL EN+
G2 Consulting Group,lnc.
JOAQUIN MONTESINO, P.E
9725 SW 4 th TERR., Miami, Florida 33174
PH (786)2940032, Fax(786)2940032
Lic#69969,CA 25882
BY: JM DATE:01/12/15 SUBJECT:Gervais Res SHEET 1 OF 4
CHECK BY:JM DATE01/12/15 Miami Shores , Florida
RESPONSE BUILDING DEPARTMENT COMMENTS#1
CALCULATION TITLE SHEET
Job Name : ADDITION & RENOVATION
Client : Mr.GERVAIS
10601 NE 6 th AVE,
MIAMI SHORES, FL 33136
Job Type : RESIDENTIAL
Building Code : .F.B.C.-2010-Edition
Building Dept : Miami Shore:
The undersigned hereby certifies that the enclosed structural
calculations were prepared either by myself or under my direct
supervision. For the computer runs, if any, input was prepared
and the output data analyzed and interpreted in the same
manner prior preparation of the construction documents.
Therefore, I accept professional responsibility for my
interpretation of any computer outputs.
G2 Consulting Group Inc. Job:Gervals Res
JOAQUIN MONTESINO. P.E. - Sheet No.ZR of
9725 SW 4 th TERR. Calcul by:JM Date:1/7/15
Miami, FL 33174 Checked by: JM
LIC#69969, CA 25882 Date:01M15
r-r m•r n'-r rr
� Eflfd•AOEB)
X4.0'-b•)
E721T.00Op iN'RYa
fLGF `
a
D06 ---Pi9-
3
jz
i SCA
�YO'•YYJ OTOfC-10') -p)
1p07.1®f$LOE
# s
E rera
eoasT.ap w.v+wo Maar.A=LM
�ewstateo rTxwaia A
1
� lI�A6ICMD •2{'
rrsnn614MR tramsLet
s
\l-
p) i
aur
ka• �-rc f I I i• �
ROOF FRAMING PLAN
2 .
i
G2 Consulting Group Inc. Job:Gervais Res
JOAQUIN MONTESINO. P.E. Sheet No.4 of
9725 SW 4 th TERR. Calcul by:JM Da e:1/7/15
Miami, FL 33174 Checked by: JM
LIC#69969,CA 25882 Date:01M15
r �
Ile
gs-
vz
V.dlif-�ie 'C. $ l
' f
36)," -._ `„ erg ,�'t' ��' ���. •,�
-€ L ry 5 r-�
tip
a �'
G2 Consulting Group Inc. J0 " i
b*Ge is Res
JOAQUIN MONTESINO. P.E. Sheet No Of
9725 SW 4 th TERR. Calcul by-JM Da e:1/7/15
Miami, FL 33174 Checked by: JM
LIC#69969, CA 25882 Date:01/7/15
1
4242 f
/A 0?
S-D