RC-11-63Inspection Number: INSP - 156801 Permit Number: RC- 1 -11 -63
Scheduled Inspection Date: March 07, 2011
Inspector: Bruhn, Norman
Owner: BASURTO, CESAR
Job Address: 146 NE 98 Street
Project: <NONE>
Miami Shores, FL 33138-
Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO
Building Department Comments
March 04, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Alteration
Phone Number
Parcel Number 1132060132390
BATHROOM REMODEL
CHANGE 1 WINDOW
Passed i f
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Cc
Page 26 of 30
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. 4 — TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to
property, and in accordance with Chapter 713, Florida Statutes, the following
is provided in this Notice of Commencement.
1. Legal description of roe p{ 8 5T
eg p property rty and street address: 1 L� (O � E
2. Description of improvement: 13tH ReillOtie I
Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner /Manager
111 11 11 11 11 11 11 111 1111
C1F>N 21 1 1 R 0 4- 1 5 %
OR Bk 27553 Ps 2309; {fps)
RECORDED 01/19/2011 14:32 :41
HARVEY RUVIN, CLERK OF COURT
MIAMI-DADE COUNTY' FLORIDA
LAST PAGE
STATE OF FL.
I HERD Y
original
Space above reserved for use of recording office
i k;
3. Owner(s) name and address: ) V
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number: !~ 3 Cn n 5r4/ (7 O 6 /1/ L 14.13 5) _
4/ 14;447 *
F1 '3i8
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number. —1
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
3
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND . • ` D ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE OR ,! ATTO' NEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Prepared By
Print Name
Title /Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing instrument was acknowledged before me this l i day of fU-L (?..a .( . a cmO
ByLO i C, be. t%SjUce_
❑ Individually, or ❑ as for
❑ Personally known, or ,produced the following type of idenf cation: D ] 2.'1 5a() ( 1 °Q0
Signature of Notary Public: . &ConCOICRAAn
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager
By By
Prepared By 1r
Print Name
Title /Office
BUILDING
PERMIT APPLICATION
FBC 20
City:
Folio/Parcel #:
Description of Work:
Miami Shores
Is the Building Historically Designated: Yes
Type of Work: ❑Address
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No. " t t �
Master Permit No.
M C��IIC�I�7�.
!91 .►aw � � 2mo au
BY: - - -- --
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): La tI fq 17e c y,,, * Phone #:
Address: d ‘ , E q' $ ST
City: State: Zip:
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: l LAG, " —
County:
Miami Dade Zip:
NO Flood Zone:
CONTRACTOR: Company Name: L 33 n S 4- 4 n Phone #: 505 y33 Z a7 3
Address: (7 i o ,U e/ K 3 ST
City: A. wwl do . State: 4
Qualifier Name: E d' : 'G 9 Cv rbo4o vq I- Phone #:
State Certification or Registration #: C & C.- 1 S I5 q61 Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ e1I1 c Square/Linear Footage of Work:
❑Alteration
❑New ❑Repair/Replace
Zip: 33
❑Demolition
�1t .
mipmemlf
fabslowo Imo rats* ,
&A4.
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
eo
Submittal Fee $ Permit Fee $ /0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ „2,353 = 1 6
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith th
whose property is s
for the first in
inspection will
Sign:
Print:
My Commission Exp
APPROVED BY /7 7
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
of the notice of commencement and construction lien law brochure will be delivered to the person
hment. Also, a certified copy of the recorded notice of commend rent must be posted at the job site
ccurs seven (7) days after the building permit is iss absence of such posted notice, the
ed and a reinspection fee will be charged.
Owner or • gent
The foregoing instrument was ac . owledged before me this t
day of,VeN) , 20 ID, by Owen �P ►�1: �,�1P ,
who is personally known to me or who has produced FL 1) L.
f2,14 Si' a b 1 9'30 ®As identification and who did take an oath.
NOTARY PUBLIC:
Plans Examiner
Structural Review
Signature
The foregoing
day of
who is p
NOTARY PUBLIC:
Sign:
Print:
Contractor
strument was acknowledged before me this
, 20 _ , by (SC >
o_ • to me or who has produced
as identification and who did take an oath.
J0 0111 1 1 1 11 I
?_
rn °O� m: _
My Commission Expires: = j o ° y; c
141 1111111 11\\ "
Zoning
Clerk
Inspection Number: INSP - 156251 Permit Number: EL- 1 -11 -65
Scheduled Inspection Date: February 24, 2011
Inspector: Devaney, Michael
Owner: BASURTO, CESAR
Job Address: 146 NE 98 Street
Project: <NONE>
Miami Shores, FL 33138-
Contractor: E & C ELECTRICAL SERVICE INC
Building Department Comments
February 23, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Electrical - Residential
Inspection Type: Final
Work Classification: Alteration
Phone Number
Parcel Number 1132060132390
Phone: 305 -525 -1701
ELECTRICAL BATHROOM REMODEL
Passed
Er
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 15 of 17
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: Electrical
OWNER: Name (Fee Simple Titleholder): Laura
Address: 1 4 4, 0 LIE 9 a r
City: ®400 -kk 4l IW3
Tenant/Lessee Name:
JOB ADDRESS: 1 L A ( 1 4—
City: Miami Shores
Is the Building Historically Designated: Yes
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
State:
D
Master Permit No.t,
D Z 1 1 2i Phone #: 14 19 . DS
Phone #:
Email:
County:
Miami Dade Zip:
Folio/Parcel #:
******** * * * * ** x** ***+ x* **a :**** **********F
Submittal Fee $ Permit Fee $ /-f®'6'®
NO Flood Zone:
MOMEWM
JAN 11 2010 1
Permit No. EL'
Zip: 13 1
CONTRACTOR: Company Name: 6 4'` OEL& T7LI c.A San Vic-V /WC / Phone#: 73 6 1- 10 2 - - /1
Address: 9 ( V) 3 Ste/Tyr /
,D 0 L. State:
Qualifier Name: J J CAS 6' 13 4/e/2 04.
State Certification or Registration #: �. / 30/;4913 A Certificate of Competency #: 04/6 000/07
Contact Phone#: �7, ��� /I �� Email Address: .� 6eide�' h. '� T�4 GPM
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ = C Square/Linear Footage of Work:
Type of Work: Address ' ❑Alteration ❑New ❑Repair/Replace ❑Demolition
Description of Work: ' C (1-(:)( -CYtA kD(tL
ilauctivisow A AuOsii
Zip: 33/416
Phone #: '1 g6' °Yo .-'I /? S
sbinp to 4,18
o *46 u moo* 3i.* *A :: : - = * **
L€
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ 169 a r 0
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AIF'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
the notice of commencement and construction lien law brochure will be delivered to the person
ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
ved and a reinspection fee will be charged.
promise in good faith that
whose property is sub'
for the first inspe
inspection will n
Signature Signature ( e 'ir20
Owner or A ent Contractor
The foregoing instrument was acknowledged before me this /1 The foregoing instrument was acknowl -, .ed befor- me this 3
day of g ,riId , 20 L, by LQUY IJ e al it ° _ , day of-NH'? , 20/d , by
who is personally known to me or who has produced P L. t L.. who is 1 peersonally known to me or who has produced
D )a.N S A.M. 1930 ()As identification and who did take an oath. R Q 1/(4,4 S4 as identification and who did take an oath.
NOTARY PUBLIC:
t. li i_l yam.
AO. Am. - - � - --
Sign:
Print:
My Commission
NrN+*+krhdsspskrkHr****
APPROVED BY
Nocvdbm
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
NM,0 ,, Examiner
Structural Review
NOTAR
Sign:
Print:
My Commissio
n a
(407) 398-0153
EXPIRES October 27, 2013
FfortdaNetaryServtce.com
OLGA MENA
N+ * * sk rH sk qa Hr ga Ni Nr rk tlr gr Hr qr qe iN sk q+rH sp sp * qi sN Nr+k sN rk B+ Nr str * H=* Nr Nj Nr rk * * qr * rK Hr Hr H= H= * Ha yr H=jN rk * * *
Zoning
Clerk
Inspector: Hernandez, Rafael
Project: <NONE>
Contractor: NELSON G CLIVE PLUMBING INC
Building Department Comments
February 24, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 154890 Permit Number: PL- 1 -11 -64
Scheduled Inspection Date: February 25, 2011 Permit Type: Plumbing - Residential
Inspection Type: Final
Owner: BASURTO, CESAR Work Classification: Addition /Alteration
Job Address: 146 NE 98 Street
Miami Shores, FL 33138-
For Inspections please call: (305)762 -4949
Phone Number
Parcel Number 1132060132390
Phone: (954)801 -6038
REPLACE FIXTURES
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 5 of 14
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No.
PERMIT APPLICATION
FBC 20
Permit Type: PLUMBING
Owner's Name (Fee Simple Titleholder) Lou ref De ?a,5/ vale Phone # '3 05 q q 2.5
Owner's Address 1 ,J(./ G 9 z 9T
City 4 `U L� c . 5 fro (e S State `F 1
Tenant/Lessee Name
Email i„/ , r1P. CA; G« 2- OThL.0 i'& teic t a CO
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name (7 4: v✓ 4'. /1 ���5 ,Z mg -27 one # 9s ) 3 7Z — S / S7
Contractor's Address / i'cr 2 ?AZ 2 COt.,/-4 r
City 2:446 ,4- _ State , ti D J c 6 Zip ' ( . - - - - - Q u a l i fi e r Name d-! ✓ � � - 7 . �- � ' ‘ . / P h o n e # 7s 3 9* — S /S7
State Certificate or Registration No. (F( ®s8 2 Certificate of Competency No.
Contact Phone
Architect/Engineer's Name (if applicable)
Type of Work: ❑Addition
Value of Work For this Permit $ , �(� e'7C7
❑Alteration
Describe Work: "Ze fi t , e X ttiiC'e
Submittal Fee $ Permit Fee $
Zip S3 i-TA U
Phone #
Phone #
❑New ❑ Repair/Replace
CCF $
Notary $ Training/Education Fee $
Scanning $ Radon $ DPBR $
Master Permit No. 1
Zip
Flood Zone
E -mail l,S ",,& .,/ 9g C &MQ.eg 7 240
Square / Linear Footage Of Work:
CO /CC $
Technology Fee $
Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ . 0
See Reverse side -->
ITZMIVIElt
JAN 1 1 2010 IB
❑ Demolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City { State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to at. ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection w ch oc• rs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be , .prove% nd a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this
day of ,20,by
who is personally known to me or who has produced Fl 1 D
D Y7, H/ S l fnC s identification and who did take an oath.
NOTARY PUBLIC:
Sign:
mmmmm ® ® ®.q ®aa ®
APPROVED BY
Print: IZ
(Revised 07 /10 /07)(Revised 06/10/2009)
V7
Plans Examiner
Engineer
NOTARY PUBLIC:
Sign:
Print:
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to me or who has produced/..�,Cx#
as identifidation and who did take an oath.
OJEu -
My Commission Elp Y Commit R My CommSssi ` orr �� rr4 j BgNpW „ „.WIGG
amm.
Expires 9/24/20„
�, 0�9 s �u
"ee�ee�`4 Comm# DQ0822247 .m
?vammv amvamvmvvmm v
ry te U s t r:i Asa1., Inc °
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*** * * * * * * * *** * * *** * * * * ** ** v mmmem . v .• k9lsr�a s ** ** * * * * *F ** * *** * * * * * * * *�e& � �r � mvme.� ma va m�O �x,t ** Zonmg xx,�
e
®M1mamav �emaysmv.fi avvm• o ®p� .
Clerk checked
Jan 06 2011 12:44PM HP LASERJET FAX
CERTIFICATE OF LIABILITY INSURANCE
DATE @NNjDYYYY)
O1IItai11
THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: V the artifleats ladder Is an Aternotau. mum Its polkybs) must be andorsd. V SUMMATION G WAIVED, subject to
the terms and cond[Hons tithe pulley, certain pollstes may require an endorsement. A dement on this certUlatte dees not confer rights to the
aertlnaee folder In lien at such endorsement(s).
PRODUCER
Get Smart Maumee Ina
19321 N.W.2nd Ave
MlRnd FL331eig
Plena (308)H53 -TaTJ Pax (3O}8S4 93
MNSUNRO
OM 0 Nilson Plumbing Inc.
10218 t
Miramar, PL 33026•
(954) 987 -9810
Gape Masan
pot (3OS)S53.7977 1 fki. Nat
areasensureGmarteem
IISSUREMSRAPPORDINO COVERAGE
NNOM
INBUpap . Florida Oder. Business IL Induatriea Fund
INSURER B:
INSURER 0:
INSURER 0:
INSURER S
INSURER i
COVERAGES
A
'NPR GP RIOURANCB
GENERAL LIABILITY
❑ COMMERCIAL GENERAL LIABILITY
Q Q CLAINISOADE Q OCCUR
0
OErN'L AOOREOATE LIMIT APPLIES PER:
D POLICY D 74 ❑ LCc
AUTOMOBILE LIABIUTY
❑ ANY AUTO
ALL OWNED SCHEDULED
❑ AUT08 D M
El HEM AUTOS ❑ Rums
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D UMBRELLA UAB ❑ =am
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WORXERS AND EIPLOYEte OOf11PEP18A T
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DERCPUPTeN OP OPERATIONII LOCATIONS r VEHICLES (AMOK ACORD tar, AddINa sl Ramada aeltaduts, n mars spars is monied)
Plumber
CERTIFICATE HOLDER
Mend Shores Village
BuladIng
10010 NE 2 Ave
MIimI Shores, Fl 33138
1954^4384737 Fax #
ACORD 211 (2010104 QF
CERTIFICATE NUMBER:
0
ACDLSUDR
N
1
12/0$010
CANCELLATION
305- 654 -0293
12+'08/2011
AUTHORIZED REPRas®4TATIYE
REVISION NUMBER:
TI TS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LEWD BELOW HAVE BEEN ISSUED TO TFE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATBD. NOTWITHSTANDING ANY REQUIREMENT, TERM OR COMMON Ole ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTFEATE MAY BE ISSUED OR MAY PERTH 1 THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN E SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUM POLICES. UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS.
«tcurrera
nay EXP (Aro ens tin)
PERSONAL 4 AM INJURY
0E AL AOOREOATE
[Ee +gerro HOLE LIMIT
BOOtLY INJURY (Per peen)
LIMITS
5
PRODUCTS •COMP/OPARO
BODILY INJURY 1Peraala nU
a
EACHCOCURRENCE
ADOREOAIE
Imes D
ILL EACH ACCIDENT
E.L DISEASE i• EA EMPLOYE
1111. C1SBA58 • POLICY LIMIT
$
e
$
page 1
0 100,000.00
a 100,000.00
s 500,000.00
SHOULD ANY OF THE ABOVE DESCRIBED POWER BE SLED SWORE
THE CATION DATE THEME!. NOTICE WILL BE DELIVERED IN
ACCORDANCE WRHTHE P.CCYY PROVISIONS.
Ci�+�tzta 069236
01 1898.4010 AQORD CORPORATION. Al rlghte reserved.
The AOORD name and Ingo are registered malts of ACORD
2011 -01-06 12:27 305 654 0293 Page 1
MIAMISH
Miami Shores Villa
Building Dept
SHOWR,D ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVN8ONS.
10050 NE 2nd Avenue
Miami Shores, FL 33138
1
AUTHORGEOREPRESENTATIVE
.\ '. :; _
LJ
ACORD 25 (2009109)
11/10/2010 10:47 AM FROM: Cartons Insurance Carron Insurance Agency TO: 1- 954 -438 -4737 PAGE: 002 OF 002
/Et °® CERTIFICATE OF LIABILITY INSURANCE
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(tes) must be endorsed. 11 SUBROGATION M WANED, subject to
the terra and condfilons of the policy, certain polkles may require an endorsement A statement on this ceitlticate does not confer ruts to the
cedMcate holder In Rau of such erniorsemeN(s).
PRODUCER
Carron Insurance Agency
8789 West Unebaugh Avenue
Tampa, FL 33625
Janet Sturm
813-962-6677
813-2 -6671
r
J AM
ra
cusromet PRO '
ins; CLNE -1
INt(S) AFFORDING COVERAGE
1 FAX
(AFC.
NAIL
TIN CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES
BELOW. THIS CERTIRCATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOR®
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
III
Clive G. Nelson Plumbing, Inc
10218 SW 23rd Court
Miramar, FL 33025
INSURERA: North Pacific Ins Co.
INSURER B :
INSURER
INSURER D:
INURE: Delos Insurance Company
INGVRFR F
23892
35
;l,;)lel;. ,
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
DOR /IDOL MAW POLICYEFF POLICY EXP
TYPE OF INSURANCE POLICY
iaLv�9�ulj u_
GENERAL LIAB1UiY
A X COMMERCIAL GENERAL LIABILITY
I CLAD/ 4013E 0 OCCUR
E
GENL AGGREGATE LIMITAPPLIES PER.
— I POLICY n LOC
DEDUCTIBLE
RETENTION $
YAMMERS COMPENSATION
AND ®.LOYEts' LUASIL11Y
ANY PROPRETORPART ER cUTIVE Y/ N
OFFICERNEMBER IXCLICIED? ❑ N/A
Yi,NS)
It yes. describe under
DESCRIPTION OF OPERATIONS below
8090011695
FCD00013397-02
07113/10 02113111 DAMAtat 10 HtNltl)
PREMISES (Ea occurrence)
12
12102110
EACH OCCURRENCE
WED EXP (Any one person)
PERSONAL & ASV INJURY
GENERAL AGGREGATE
PRODUCTS - COMP/OP AGG
COMS1 ED SINGLE LIMIT
(Ea accident)
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE
(Per scolded)
EACH OCCURRENCE
AGGREGATE
sIIAttr -X j ER
TORY LtWflTS ER
E.L. EACH ACCIDENT
Ei. Dim - EA Et4PLOYEE
E.L. DISEASE - POLICY LIMIT
$
1,000,00(
5,00(
500,00(
1,000,O0c
$ 1. 0. E
$
500,00
$
$
$ 1,000,00C
$ 1,000
$
1,000.004
DESCRIFRON OF OPERATIONS I LOCATIONSI VEHICLES (Attach ACORD 101, Additional Remiss Schedule, If more epees 11 requVed)
2010 -11-10 11:44 Carrons Insurance
OP ID: JAN
DATE ( )
11110110
M1998-2009 ACORD PORAT(ON. Ail rights reserved.
The ACORD name and logo are registered marks of AAORD
Page 2/2
Replace existing window
with new 19 1/2" x 38 3/8"
white Impact glass
111 1::e
• i ii :;
A*
milmistwmiwintimmewomin
Ar
L4 •�:J �:SiJ.��♦ ♦.�J. <F ..�,. �..... ......may: ���� ���JJ!: �LL��J:
fts
(Vi
Eric
?EJD t
w 11 d
LJVING AREA
2551 eq ft
DePasquale Bathroom Renovation
E 98 ST
Shores, FL 33431
n/Bulld Contractor:
carborough
onstructlon
Scope of work:
Remove existing drywall and prepare framing for new drywall.
Install new water resistant cement board in shower area to the
ceiling. Replace floor the and Install new tile on shower walls.
Finish and paint walls throughout bathroom. Install new drain
pan and shower mixing valve In accordance with the current
Florida Building Code. Change electrical fixtures, outlets to GFI
approved outlet, and existing exhaust fan. All fixtures to remain
in existing locations. All work shall be completed in compliance
with the 2007 Florida Building Code.
5 4/727P,122 �l���'7hfrYl
Alag/2! &`P✓ ? *42hl5 7
/,/fl2-2 V dive e2
�'� a /9 _1 ? 7 ;_!d' 7a zf tiwz' i
SB392
L _
2168
/ /
Replace existing window
/with new 19 1/2" x 38 3/8"
white impact glass
///
Scope of wor
Remove exis
Install new w
ceiling. Reply
Finish and p
pan and she
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
T. M. Window and Door
601 N. W. 12 Ave
Pompano Beach, Florida, 33609
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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 material 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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been design to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "605 " Single Hung Alta
APPROVAL DOCUMENT: Drawing No. W0€
sheets 1 through 8 of 8, prepared by Al Farooq
and sealed by Arshad Vigor, P.E., bearing the Mi
Notice of Acceptance number and expiration date by
MISSILE IMPACT RATING: Large and S
Limitation:
Exception: Glass type I (sheet 4) is not appro
2. Units installed with Fin -mount are limited to
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST H AGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2908
www.buildinscodeonline.com
intoned)
Aluminum Single Hung WDW.(LMI) ",
revised on Aug. 12, 2009, signed
1 Revision stamp with the
Product Control Division.
Missile Impact Rating
= +/- 61.0 psf.
RENEWAL of this NOA shall 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 purposes 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 revises NOA # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 09 -0604.24
Expiration Date: July 05, 2012
Approval Date: September 02, 2009
Page 1
T. M. Window and Door
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (Transferred from file # 07 -0404.04)
1. ' Manufacturer's die drawings and sections.
2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1
through 8 of 8, prepared by A1- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12,
2009, signed and sealed by Arshad Vigar P.E.
B. TESTS
1. Test report on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Large Missile Impact Test, TAS 201 -94
4) Cyclic Loading Test, per TAS 203 -94 •
along with installation diagram of an aluminum Single Hung window, prepared by
Fenestration Testing Laboratory Inc., Test Report No. FTL4439 dated 12 -10 -07 and
FM-5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E.
2. Test report on (Transferred from file # 07- 0404.04)
1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4) Large Missile Impact Test, TAS 201 -94
5) Cyclic Loading Test, per TAS 203 -94
3. along with installation diagram of an alum Single Hung window, prepared by Fenestration
Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03
and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E.
4. Additional test report No. CTLA -416W dated 04-11 -00 issued by Certified Testing lab w/
addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS
1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007,
prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Vigor, P.E
2. Glazing Complies with ASTM E1300 -02 & -04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex MG clear & color
interlayer", expiring on 05/21/2011.
2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS
polycarbonate laminate ", expiring on 12/16/2012.
3. Notice of Acceptance No. 09 -0310.02 (Former NOA# 03- 1123.04, Surface Specialties
Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010.
F. STATEMENTS
1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed
and sealed by Arshad Vigar P.E.
2. Statement of Lab compliance letter, part of test reports.
G. OTHER
1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012.
2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. 104,4 1. C10,vta_
Ishaq 1. brands, P.E.
Product Control Examiner
NOA No 09- 0604.24
Expiration Date: July 05, 2012
Approval Date: September 02, 2009
E -1
THESE WINDOWS ME RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 805 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDDION WCLUDINC
HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004/2007 FLORIDA BLDG. C005 SECTION 2003.8.4.
TYPICAL ELEVATION
EQUAL LITES
(SEE DESIGN CAPACITY CHART)
5 1/2 MAX.
HEAD /SILL
CORNERS
FALSE MUNTINS
(SURFACE APPUED)
MAY BE USED
D.LO. WIDTH (FIXED) WINDOW WIDTH — 4.875
0.1.0. WIDTH (VENT) o WINDOW WIDTH — 5.375
D.L.O. HEIGHT m WINDOW HEIGHT /2 — 4.5
Etter: ARS1410 RA. PE 3
CAN. 75N 83
AUG 1 2 2009
53 1/8
WINDOW WIDTH
48 1/4
0.1. GPO. W. (FIXED)
50 1/8
VENT WIDTH
PRODUCT REVISER
• aopptyiag with the Pbredo
Salmi Cade 2>)T
Aewmparme R�ndoa Date
#�y l t4« I •�► TYPICAL ELEVATION
IIIIMS1 4N WITH OPTIONAL FIN
EQUAL LITES
(LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.)
LAMINATED GLASS
INSUL. LAM. GLASS
LARGE MISSILE IMPACT
1
4
1
IE
drawing no.
W06 -34
(_sheet 1 of 8 )
DESIGN LOAD wain' - ME
(WITH ALUMINUM REINFORCING)
V
A6
�Y
Kr -
WINDOW DIMS.
. LASS 'rY3 fs tt
LASS TYPE 'C
GLASS TYPES
le & 'E'
01.089 TYPE 'F'
• LASS TYPE '0'
LASS TYPE '6
GLASS TYPE 1'
CLASS TYPE 'J'
i
0
$ F
$1 0
�j
9041 \iNV
V6DTH
HEW
001( +)
- NEC-)
GR.( +)
150.( -)
ExT.( +)
INT.( -)
EXT.( +)
1NT.( -)
oxr.( +)
1NT.( -)
E10'.( +)
INT.( -)
EXT.( +)
INT.( -)
p0.( +)
147.( -)
19 -1/8'
26 -1/2'
53-1/8'
(4)
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
800
80.0
80.0
60.0
80.0
80.0
80.0
80.0
60.0
60.0
80.0
60.0
70.0
70.0
70.0
70.0
81.0
81.0
81.0
61.0
80.0
80 .0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
•
80.0
80.0
80.0
80.0
80.0
60.0
11
TIN,
' '
80.0.
70.0
81.0
61.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
r 1
19 -1/8'
28 -1/2'
3?
53 -1/8'
38 5/4.
vo
800
800 I
70.0
81.0
81.0
80.0
804
804
80,0
80.0
80.0
60.0
80.0
80.0
-
80:0
80.0
70.0
70.0
81.0
5t.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
8
80.0
80.0
80.0
80
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
no
80.0
80.0
80.0
80.0
80.0
80.0
YABaUCF REVISED
• w6htho. 1
v7/
L
(ct"g11�0 .. L____(
f998�p7r
Ys.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAO5- DEC -219
19 -1/8"
28-1/2'
37'
53 -1/8'
50 -51e"
(5)
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
800
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
600
80.0
80
80
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80
80.0
70.0
70.0
81.0
61.0
80.0
80.0
804
80.0
80.0
80.0
80,0
80.0
80.0
80.0
19 -1/8'
28 -1/2'
37'
53 -1 /8'
sB
(8)
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
804
800
70.0
70.0
61.0
80.0
80
60.0
IECIIIMIEEN
80.0
800
80
800
� `��
01
Q A i
§ M
2
' S
1E T
CV 1
• Z
a i
a . §R 0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
1 9 -1/8'
28 -1/2'
37'
53 -1/8'
63'
(8)
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
70.0
70.0
81.0
81.0
80.0
800
80.0
80.0
80.0
10.0
80.0
80.0
80.0
80.0
19 -1 /8'
28 -1/2'
37"
53 -1/8'
h)
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
50.0
80.0
80.0
80.0
80.0
700
70.0
610
61.0
80.0
80.0
80.0
80.0
80.0
800
800
800
80.0
804
-
-
-
-
81.0
81.0
-
-
80.0
80.0
80.0
80.0
78.2
78.2
80.0
80.0
19 -1/8'
28 -1/2'
37"
53 -1/8'
78_3/4.
(7)
804
80.0
70.0
704
61.0
61.0
800
80.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
Ian
� 800 7
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
804
704
70.0
81.0
814
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
B0.0
80.0
-
-
-
-
81.0
61.0
-
-
77.5
77.6
80.0
80 .0
74.5
74.5
804
80.0
24'
30'
n R'm:Va
48,
(5)
80.0
800
70.0
70.0
51.0
81.0
80.0
800
80.0
800
80.0
80.0
800
80.0
800
800
800
70.0
70.0
81.0
61.0
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
d
i Y
I . 1:t1
2 0
I
80.0
'' '
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
' '
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80
80.0
80.0
80.0
80.0
800
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
804
80.0
80.0
n '5mVVIt
80'
(6)
800
800
70.0
70.0
61.0
61
800
80.0
80.0
80.0
80.0
80.0
63A
800
800
80.0
80.0
80.0
700
70.0
81.0
81.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
704
70.0
810
81.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
510
804
80.0
80.0
80.0
80A
80.0
80.0
80.0
800
g"
80.0
70.0
70.0
610
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
70.0
704
MA
61.0
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
80.0
i•
•.•' WI
11 54
nR "xVYx
M ,
(7)
80.0
70.0
70.0
810
61.0
80.0
80.0
800
80.0
80.0
804
800
80.0
800
800
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
80.0
ie ...011
80.0
80.0
70.0
70.0
61.0
81.0
50.0
80.0
80.0
80.0
800
804
600
80.0
80.0
80.0
S
"
,
1
1
-
-
70.0
70.0
61.0
81.0
80.0
80.0
80.0
B0.0
80.0
80.0
80.0
80.0
80.0
80.o
-
81.0
81.0
-
-
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
-
-
-
-
81.0
61.0
-
-
79.1
79.1
79.1
79.1
78.8
76.8
78.4
78.4
Env: ARSHAO
ova. moot
y
WA. .A.W. 3338
AUG 1 2 2009
h A k f O
9 (8)
50.0
80.0
700
70.0
814
81.0
80.0
80.0
80.0
800
800
804
80.0
80.0
80.0
800
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
800
-
-
-
-
81.0
81.0
-
-
80.0
80.0
B0.0
80.0
80.0
80.0
80.0
80.0
drawing no.
= � 1
WOB -JT'
-
-
-
-
810
610
-
-
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
-
-
-
-
61.0
61.0
-
-
80.0
80.0
80.0
80.0
77.5
77.5
80.0
80.0
() N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB
I
(sheet 2of 8)
DESIGN LOAD CAPACITY - PSF
(WITH STEEL REINFORCING)
WINDOW DIMS.
MOTH
19 -1/8
26 -1/2'
37"
53 -1/8'
19 -I /8'
28 -1/2"
37'
53 -1/8'
19 -1/8'
26 -1/2'
37"
53 -1/8'
19 -1/8'
28 -1/2
37"
53 -1/8"
19 -1/8'
28 -1/2'
37'
53 -1/8"
19 -1/8'
28 -1/2"
37'
19 -1/8'
26 -1/2'
37'
24
30"
36'
42'
48'
54"
24"
30"
38'
42'
48'
24'
30"
38'
42"
24"
30°
HEIGHT
26"
(4)
38 -3/6"
(4)
50 -5/8"
(
58 -5/8'
(6)
63
(6)
72
(
76 -3/4"
(
48'
(
60'
(6)
72'
(7)
84"
(8)
GLASS TYPE '8'
EXT.( +)
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
INr. { -
99.3
99.3
99.3
99.3
98.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99,3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
99.3
993
99.3
99.3
99.3
89.3
99.3
GLASS TYPE '
EXr.( +)
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
INN-)
115.0
115.0
1 1 5. 0
115.0
1
115.0
119.0
115.0
115,0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115.0
115,0
115.0
115.0
115.0
115.0
119.
() N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB
Do r: MSHA0 MAR
C.A.N. CIA . (_ BtfA 3
AUG 1 2 2009
1443DUCT REVISED
Mae Cods
ILOWswes
Itsphado Data
Nod
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAO5 - DEC -219
8
a
LL
r
io
S F
1
0
u
drawing no.
W06 -34
(sheet 3 or 8 )
1/8" ANN. GLASS
.015" URETHANE ADHESIVE
.070 INTERLAYER
'94F-GLAS' POLYCARB0NATE
BY 'SECURITY IMPACT CLASS'
1/8 ANN. GLASS
r1315° URETHANE ADHESIVE
1/8 ANN. GLASS
SILICONE
OOW CORNING 995
GLASS TYPE 'G'
1/8" ANN. GLASS
SILICONE
GE RGS7700
120' INTERLAYER 120" INTERLAYER
UVEKOL -UO RESIN UVEKOL -U0 RESIN
GLASS TYPE 'C'
1/8' HEAT STREN'D GLASS
.090' INTERLAYER
SAFLEX IUC NB BY SOLUTIA SAFLEX LOG PVB BY SOLUTIA
.090' INTERLAYER
GLASS TYPE 'H'
1/8" ANN. GLASS 3/16" ANN. GLASS
SILICONE " SILICONE SILICONE F ' SILICONE
DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 3 DOW CORNING 995
1/8' HEAT STREN'0 GLASS
SILICONE
GE RG57700
GLAZING OPTIONS
3/18' ANN. GLASS
GLASS TYPE 'D'
1/8" ANN. GLASS
1/4" AIR SPACE
1/8" ANN. GLASS
.090" INTERLAYER
SAFLEX IOC PM BY ' SOLUTIA'
1/8' ANN. GLASS
SIUCGNE
GE RGS7700
GLASS TYPE L'
THIS GLASS TYPE ONLY FOR
LARGE MISSILE IMPACT USE.
NOT QUAUFIED FOR SMALL
MISSILE IMPACT AREAS.
3/16 ANN. GLASS 3/18' HEAT STREN'D GLASS
GLASS TYPE 'E'
.090" INTERLAYER .120" INTERIAYER
SAFLEX 1110 PV8 BY SOLUTIA UVEKOL -LIO RESIN
3/18' ANN. GLASS 3/18 HEAT STREN'D GLASS
GLASS TYPE 'F'
1/4" AIR SPACE
1/8' HEAT STREN'D GLASS
090 INTERLAYER .NY / J . ZY
SAFLEX 110 PV8 BY ' SOLUTIA' I Brie /Z-
1 /8" HEAT STREN'D GLASS
GLASS TYPE
Env: AROMA) 9OAR
cra
FLA. PE 8 38883
CAN SU
v !
AUG 1 2 2009
ANNULI Wale
=r11111 dr Ilea
l
Z gi:5;
2
1.
8 h
4 6 11 1
lagOL
8 �
0
•
1
droving no.
W06 -34
sheet4ofg)
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ISY
WOOD BUCK'
e
e a
• 4
4 °
° Aw
e 4 s
8
OPTIONAL TO
SPRING IALATCH
ILLUSTRATIVE OTIS. ONLY
EXT. OR INT. FINISHES
NOT BY TM - NDOW
6
e a \_ TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
V SEE ELEV. FOR SPACING
•
OPTIONAL TO
SPRING LATCH
REINFORCING
OPTIMS
SEE SHEETS
2 & 3
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
rineger REVD=
r
ALTERHATBAJAMEEILL
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
FRAME WITH FIN OPTION
(LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.)
METAL
STRUCTURE
MIAMI —OADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
n
TYPICAL ANCHORS, TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
L AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL, ANCHORS: SEE ELEV. FOR SPACING
1/4" TAPCOMS BY 'FICO' (Fu.120 K9. Fy.92 1(9)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4 MIN. EMBED INTO CONC. OR MASONRY
114 SAPS OR SELF GRILLING S (GRACE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.)
(STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED)
112 SUS OR SELF ORILt1NO SCREY0 (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.)
(NO SHIM SPACE)
TYPICAL EOCE DISTANCE
INTO CONCRETE AND MASONRY = 2" MIN.
INTO W000 STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
CONCRETE ro - 3000 PSI MIN.
C -90 HOLLOW /FILLED BLOC( rm - 2000 PSI 10N.
SEALP,NTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYUC SEALANT.
WEEPHOLES;
Wt = 1/2 LONG NOTCH AT EACH END OF INTERIOR LEG
W2 0 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG
Env: AMMO AGAR
OWL
RA E J S83
ASS
Aua 1 2 2009
0
'•rte - -- "
d
6
C
j1
Z J
(sheet
1
drawing no.
W06 -34
5 of 8
ITEM
PART 8
QTY.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
GW -36783
1
FRAME WAD
6083 -78
—
2
GW -37731
1
FRAME SILL (4' HIGH)
8083 -18
—
_ ZA
3
BA -3805
OW -31445
__1
2
FRAME SILL (3' HIGH)
FRAME JAMB
8083 —T8
8083 48
—
-�
4
GM-38708
1
MEETING RAIL
6083 -76
—
5
OW -38885
1
VENT TOP RAIL
8063 —T6
—
6
CM-37730
1
VENT BOTTOM RAIL (4' SILL)
8053 -18
—
6A
C6-37559
1
VENT BOTTOM RAIL (3' SILL)
6083 46
—
7
CW -31134
2
VENT 4AM8 SRLE
8063 48
—
8
OW -31470
2
VENT STOP
8083 -75
—
9
19 -58
4/VENT
GLAR40 BEAD ANGLE
6083 -75
—
9A
TM -123
4/VENT
01.AZRNO BEAD
6083 -15
—
98
TM -170
4/VENT
GLAZING BEAD
8083 -18
—
9C
TM -181
4/VENT
LAZING BEAD (INSUL LAM. CLASS)
8063 -76
—
10
96 X 1/2'
12/VENT
GLAZING ANGLE SCREWS
STEEI.
PH 919
11
4037
(1) STRIP
FIN SEAT. WEATHERSTRIP
—
MTG.RALL/FRAME SILL
12
2240
(I) STRIP
FM SEAL WEATHERSTRIP
—
VENT TOP
13
3722
(2) STRIP
FIN SEAL WEATHEt8IMP
—
VENT OWNS STILES
14
—
2
1 1/2'a7/8'10/4' RESEAL. PAD
—
FRAME 51LI. CORNERS
15
-.
2/VENT
LATCH tom AT 6• FROM ENDS
CAST
VENT TOP
194
18
TM -1184
2/VENT
SPRING LOADED EGRESS LOCK
6083 -78
VENT 801101 RAIL
—
4/VENT
VENT OBOE
NYLON
VENT INT. CORNERS
17
—
2/1ENT
CALDWELL SPIRAL BALANCES
-
AT FRAME JAMBS
18
WVR -9302
2/VENT
BALANCE COVER
VINYL
FRAME HEAD /JAMBS
19
N89
2/VENT
084.08 LL BALANCE CUP
—
VENT 8017. CORNERS
20
-
2
912 x 3/4' P.N. 918
STEEL
(1) AT EACH BALANCE
21
—
8
/12 x 1' PJR. 519
STEEL
FRAME- CORNERS
22
—
8
910 x 1' P.H. EMS
STEEL
VENT CORNERS
23
—
4
/e a 3/4' F.H. SINS.
STEEL
(2) AT EACH LATCH
24
—
4
96 a 3/8' F.H. SINS.
STEEL
At EA. PLASTIC CUIDE
25
—
1
1x1 3/184/4x1/8' CHANNEL
STEEL
AT VENT TOP
28
-
2
Ix1 /4 TNX.24 L3140 8AR
ALUM.
(1)AT EA MTO. RAIL END
27
—
1
1/2x1a1/2a1/8' CHANNEL
STEEL.
At MEETING RAIL
28
TM -181
2
FM TRW FOR JAMBS
6083 -48
—
29
TM -183
1
51I TRIM FOR HEAD
6063 —T8
—
30
TM -164
1
FN TRW FCR 511.
6063 —T8
—
31
TM -179
1
MM. RAI REINFORCING CHANNEL
8063 -75
AT MEETING RAIL
32
TM -178
1
TOP RA4 REINFORCING CHANNEL
6083.45
AT VENT TOP
0
SHIM
D) 0.1. OPC.
1
0
maw WNTN
r
VENT WIDTH
. r 1.
EXTERIOR
D.L COG. (FIXED)
1/4' MAX,
SHIMS
8
6
r
A
{ �r
tl
L
de 11
1 51
Nzg A
1/4" MAX.
STRUCTURE
TYPICAL ANCHORS
SEE BO.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. POR SPACING
1/4" MAX.
FRAME WITS FIN OPTIONI
WINDOW WIDTH
1/ 52142
MAX.
MIMD —DADS COUNTY
APPRD CLIPPED MULLION
SEE SEPARATE ROA
EXTERIOR
WINDOW WIDTH
TYPICAL AN
////// ELEV.
FOR SPACING
•
° 1BY
WW1) BUCKS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WINDOW WIDTH
Emir -MOOD MOM
FLA PE L 5 aNs
AUG 1 2 2009
c Aaa Ley
� �a.t�ly� (t
1 4Y .L .k
r�Rw.
■
g
1
drawing no.
W06 -34
(sheet 6 of )
1.425
4]B�
I
2.500
.082-
"-
].7,9
.125
3.042
1.550
-�1
5W
+ �
I
•08T 1.500
1. 000 t°
1.000
r
L
L _
1.092
3089
_
-1.
1.408
1.030
r
8
�
1.00
.ITS�I II
31
lac. RAIL REINFORCINGS
ALUMINUM
3.188
Q FRAME HEAD
j}
'^
-.-- 1.925
MTG. RAIL REINFORCING$
STEEL
r � 3497
V NAIL FIN (HEAD)
1.000
4.2175
O FRAME JAMB
1.
.802
O
3340
1.888
1.000
.938
1.1
e,--,.;
j
/ /,
750
� .
1.188
.888
•582
L8 trio
2.189
.082
1.500
asz
_- - -_
.052.
�
T.t40
.923
.
I
al
1 /
Q
I N
m
y �`
2 ei _ z g i
- r
h
.125
32
TOP RAIL INUAORCING
ALUM
1.375
25
TOP RAIL REINFORCING
EEL
Q VENT STOP
Q FIXED MEETING RAI.
2.500
Q NAIL FIN (JAMB)
..
REVISED
'Z�
`ZI1lL
.183
1.375
-
1.158
3.199
.O6T
3.277
O .W 0
GLAZING
.040 ,goo
��.�.
923
BEADS
1.750
4 ---
I
.052
2.250
1.]24
1.374 .092
-
2.500
999
1.214
1'
_LL}
1.000
1
O
O sari SIDE RAIL
® LATCH LOCK
c
i
0
2
i C
q g
d
VENT TOP RAIL
0 NAIL FN (SILL)
...---
2 202-4,
--1 0.997
1245
r
5412
x202
3 24
3.927
-4.
4.]47
4-.082
.082
I
2.830
I
S :
!
Li
1438
2.938
4.3
3.3
.
o 0
.--.
$
1
y
1-
Erpr. A WWR
clvIL
RA. PE / 3883
ca 35]8 8
AUG 1 2 2009
0
I
1
- I
F- I.375 -�1
0 VENT BOTTOM RAILS
I
1.]75 --1
0
3.141
FRAME
NOTE: EIMER
F�-- X3.141 --
SILLS O
SILL CAN BE USW
t l
drawing rro.
W06 -34
(sheet 7 Of . 8
FRAME TOP CORNER
FRAME BOTTOM CORNER
VENT TOP CORNER
VENT BOTTOM CORNER
csva
r7a of tar
CAN. �e
AUG 1 2 2009
MOGI RD, . 414h Aglioss"• 14.
ihoptios
aaw �y oo.
W06 -34
(street 8 of 8 )