SENC-06-2596 �o1z�o
Miami Shores Village ;
Building Department
10050 n�
E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
BUILDING
i �
Permit Nol�/Vl/
�
1 �_7006
PERMIT APPLICATIONS OCT Master Permit No. '
FBC 2004 BY:jWA— ---------
Permit Type(circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name(Fee Simple Titleholder) CO n r0;Q 6 Y 6 Phone#
Owner's Address
CiState (n rc t (� Zip
Tenant/Lessee Name Phone#
Job Address(where the work is being done) l T 1 V� �[g 1Y Q
City Miami Shores Village County Miami-Dade Zip
FOLIO/PARCEL#
Is Building Historically Designated YES NO
Contractor's Company Name /Y U/Lt P j�C,�,�J,Q/Z, Phone#
Contractor's Address
City State Zip
Qualifier Name Phone#
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name(if applicable) Phone#
Value of Work For this Permit$ N�D Square/Linear Footage Of Work: c2
Type of Work: AdditionAltera
❑ tion ❑New ❑ Repair/Replace El Demolition
Describe Work: 11 4nC
*•*�*******�***�# ( s«****************«**a
Submittal Fee$ Permit Fee$ CCF$ 1 • n W CO/CC 1 nO —
Notary S- 1 Training/Education Fee$ (P 0 Technology Fee$7._SU
$L
Scanning Radon$ DPBR$ Zoning$
Bond S Code Enforcement S Double Fee$
Structural Review.$ 1150-4v `� GD•`° c �J2o x 0e Total Fee Now Due$
See Reverse side—►
Bonding Company's Name(if applicable) PERMIT #
Bonding Company's Address -CONTRACTOR: t
City State
SUBMITTAL DATE:
Mortgage Lender's Name(if applicable) RESUBMITAL DATES: + O r—
Mortgage Lender's Address ( O�
City State
PROJECT TYPE:
Application is hereby made to obtain a permit to do the Cb lq(l "
commenced prior to the issuance of a permit and tha
construction in this jurisdiction. I understand that a sep ZONING
WELLS,POOLS,FURNACES,BOILERS,HEATERS, FIRE
gee j- fs`7loG
OWNER'S AFFIDAVIT: I certify that all the forego' �� ��� ZL�yL!O6
applicable laws regulating construction and zoning.
STRUCTURAL IMPACT FEES
"WARNING TO OWNER: YOUR FAILURE TO
PAYING TWICE FOR IMPROVEMENTS TO
CONSULT WITH YOUR LENDER OR A pl
COMMENCEMENT." ELECTRICAL jv HRS/DERM
Notice to Applicant: Asa condition to the issuance of,
promise in good faith that a copy of the notice of come 174
whose property is subject to attac ent. Also, a certifi. PLUMBING NOC
for the first inspecti hick c seve (7) days a
inspection will n e prove and rei tionfee w
Signatur �, MECHANICAL BLDG
Owner or Agent Contractor
The fore n instrument was acknowledged efore me this The foregoing instrument was acknowledged before me this
day ofso 20(�by Y day of 20 by
who is personally known to me or who has producedj�) 2 who is personally known to me or who has produced
As identification and w id take an oath. as identification and who did take an oath.
NOTARY PUBLIC: f NOTARY PUBLIC:
Sign: - F �� °e Sign:
Print: / 4 / yFQ! �pyBFj� Print:
y � 9�
My Commission Expires: �R�y My Commission Expires:
APPLICATION APPROVED BY: M-4ll ZzloL S Gf G4: Plans Examiner
0 Engineer
r o d �� Zoning
(Revised 02/08/06)
VILLAGE OF MIAMI SHORES
OWNER BUILDER DTSCLOSURE STAT ZMENT
NAME: —�,rn e P l�`���,(hi►
/94F 1 DATE:
!
ADDRESS: 4F
Do hereby petition the Village of Miami.Shores to act.as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And [have read and understood the following disclosure
statement, which entitles hie to work as my own contractor; I further understand that 1 as the
owner must appear in person to complete,all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law.The exemption allows you,as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one-family or two'-family residence. You may
also build or improve a comrrierciaf building at a cost of.$25,000.06 or less. Thebuilding must be
for.your own-use and occupancy. It may not be built for sale or lease; If you sell or lease a
building you have built yourself within one year after the-construction 'is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under'your supervision and must
be employed by you, which means.that.you must deduct F.I.C.A and with-hgldings tax and
provide workers' compensation for that employee,,all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
I. I hold title to the above property and I am planning on doing this construction
Initial C,
2. I understand that as ani owner-builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial
3, .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial C-
4. 1,understand that the building official and inspectors ate not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
Initial C_- �j
,r
5. I understand that as an owner-builder, that any contractor disputes with sub-
contractorsand myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate'any contract disputes.
Initial
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any 'reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company-or person.
Initial
7. T understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages duri}Zg recovery from injury.
Initial-
8.
nitial8. I. understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on rriy property with out first obtaining
the proper permits by licensed contractors.
Initial
Was acknowledged before me this day of 20-0—CO _
Byr� who was personally known to me or who has
Produced there License or td CJ�T tq- 70 as identification. I
A
OWNER �Il4 ��xd7l /pz.
QTARY
0� 6
3�� • Mrd���Np�°�,� `
VILLA GE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: ,n
� I DATE:
ADDRESS: �- A)
Do hereby petition the Village
of the of Miami.Shores-to act.as my own contractor pursuant to the laws
State Qf�Flori.da,F.S 489.1,03(7).And Ihave read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law.The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not Dave a license. You must supervise the
construction yourself. You may build or improve a one-family or two=family residence. You may
also build or improve a commercial'building at a cost of$25,000.00 or less.The building must be
for.yotir own use and occupancy. It may not be built for sale or lease: If you sell or lease a
building you have built yourself within one year after the.construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
.person working on your building who is not licensed must work under-your supervision and must
be employed by you, which means.that.you must deduct F.I.C.A and with-holdings tax and
provide workers' compensation for that employee,.all as prescribed by law. Your construction
must comply with all applicable laws,ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial
2. I understand that as ani owner-builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial
3. .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
4. 1,understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code -. only if the structure meets the
minimum code.
Initial
S. I understand that as an owner-builder, that any contractor disputes with sub-
contractors.and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes..
Initial
6.- I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any Beason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company-or person. .
Initial—c'G
7. FutiderstaM that-if any person-gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages duripg recovery from injury.
Initial �-
8. 1. understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Initial
Was acknowledged before me this 03 day of 20 __
By_CCY l0 lJ� ��U�•. who was personally known to me or who has
Produced there License or _ as identification.
A/
OWNERF wVA#DD g95
Y, RE3:WOW
Babb u
IN
• h,orej
came
ottD
ER
CASE #PZ 04-0422-03
APPLICANT: Conrad and Cynthia Brown (owners)
ADDRESS : 117 N. E. 98 Street
Whereas, the applicant has filed an application before the Planning and
Zoning Hard onshe ahove described ptoperty. The.& pliaaut sought appwv I
as follows; variance to Section 4001401, requesting a 21' front setback where
25' is required, to construct a front porch with columns; 5' walk where 3' is
allowed, 5' side setback for driveway where 10' is required.
Whereas, a public hearing was held on April 22, 2004, and the Board, after
having considered the relief sought and afier hearing testimony and reviewing;
the evidence entered, finds:
t. The application was made in a tnanner consistent with the
requirements ofthe Land Development Code of Miami Sbores
Village.
2. The conditions on the property and the representations madc at the
hearing merit consideration and are consistent with the requirements
of the Land Development Code.
Therefore, the appeal is granted for front set back. The appeal for the side
setback (driveway)is not granted. The Board requires that all further
development of the property shall be performed in a manner consistent with
_ the_c.ondiLLOM.4recd upon-at the hearin&And that the applicsut..sttust wig fy,
all applicable Miami Shores Village codes, Miami-Dade County Codes, and
the applicable building and life safety codes required for development.
Passed and adopted this 22 day of April, 2004, by the Planning and Zoning
Board pursuant to a 3-2 vote as follows:
Member Cnitchfield Ycs Chairman Fernandez 'o
Member Sastre Yes Me y ,'Yes
Member Abrainitis No
hairtna /
Planning and Zoning Board
11
LRYYLL
•� T ORUER
:ASE #PZ 04-0422-03
APPLICANT: Conrad and Cynthia Brown (owners)
ADDRESS : 117 N. E. 98 Street
Whereas,the applicant has filed an application before the Planning and
The caught app��.al
Zoning g cad oulbe above'described property.. -applicant
as follows: vtt'tallce to Section 400%401, rem a columnsting S., ,s, walk where 3'a 2 1' front setback isc,
25' is required, t.� construct a front porch
allowed, 5' side setback for driveway where 10' is required.
4, and the Board, after
Whereas, a public hearing was held on April22, 2004,
Lestimony and reviewing
having considered the relief sought and after heating
the evidence entered, finds:
t. 'The application was made in etnatmeconsistent
of Miami Shores
requirements of the Land Dev lapnt
Village.
2. The conditions an the property and the representations mads at the
hearing merit consideration and are conststetlt with the requirements
of the Land Development Code.
"Therefore, the appeal is granted for frout set back. The appeal for the side
setback (driveway) is not granted. The Board requires that all further
development of the properta! shall be performed in a manner consistent with
thc_0u LUM's agreed upon.ac the hearing nd that-the applic=t-must"tz fy
all applicable Miami Shores Village codes, Miami-Dade County Codes, and
the applicable building and life safety codes required for development.
Passed and adopted this 22 day of April, 2004, by.the Planning and Zonin_,
Board pursuant to a 3-2 vote as follows: _
Member Crutchfield Yes Chairman Fernandez b
Member Sastre Yes Me y ;'Yes
Member Abratnitis No j .
.hairtnatt ,,
Planning and'Zoning Board
.-�
�� l �-
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1 n
. � ��� � .
,�� 0�
��
_ _
,4
Miami Shores Village
,0 10050 N.E.2nd Avenue
£" • t• ....... Miami Shores, FL 33138-0000
-c;6� Phone: (305)795-2204 Fax: (305)756-8972
FSO R iOP
Permit
Permit Status: APPROVED
Issue Date: 121512006 Expires:0610312007 Permit Number: SENC-10-06-2596
Owner's Name: CONRAD BROWN one:
Permit Type: Screen Enclosures
Parcel#: 1132060132300
Work Classification: Addition/Alteration Block: Lot:
Job Address: 117 98 Street NE
Section: PB:
Miami Shores Village, FL
Contractor(s) Phone Primary Contractor
Total Square Feet: 20
HOME OWNER Yes Total Valuation: $ 2,450.00
Re uired Inspections
Additional Information Slab
Final
Type of Work:Porch Additional Info:
Classification:Residential Framing
SCREEN ENCLOSURE
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above-named contractor to do the work
stated.
Fees Due Amount Invoice Number Amt Due Amt Paid
CCF $1.80 SENC-12-06-26898 $611.90
CO/CC Fee $150.00 Total:
Education Surcharge $0.60
Inspection Fee $75.00 CCrr
Inspection Fee $75.00 TEC 0 6 PAID
Inspection Fee $75.00
Inspection Fee $75.00
Notary Fee $5.00
Plan Review Fee(Engineer) $60.00
Plan Review Fee(Engineer) $60.00
Scanning Fee $27.00
Technology Fee $7.50
Total: $611.90
Building Department File Co NOTICE: In addition to the requirements of this permit, there may be
9 p Copy additional restrictions applicable to this property that may be found in the
public records of this county.
OCT-19-2006 or :2$ qM
M
slyc �
U.110e iami red
ENT- ORDER
9 rig
CASE #PZ 04-0422-03
APPLICANT: Conrad and Cynthia Brown (owners)
ADDRESS : 117 N. E. 98 Street
Whereas, the applicant has filed an application before the Planning and
Zoning&wd on-the abrove'descrihed..pwperty, .'The.appucaut sought appraual
as follows; variance to Section 400/401, requesting a 21' front setback where
25' is required, to construct a front porch with columns; 5' walk where .3' is
allowed, 5' side setback for driveway where 10' is required.
Whereas, a public hearing was held on April 22, 2004, and the Board, after
having considered the relief sought and afier hearing testimony and reviewing
the evidence entered, finds;
I. The application was made in a manner consistent with the
requirements of the Land Development Code of Miami Shores
Village,
2. The conditions on the property and the representations made at the
hearing merit consideration and are consistent with the requirements
of the Land Development Code.
Therefore, the appeal is granted for front set back. The appeal for the side
setback (driveway)is not bTanted. The Board requires that all further
development of the property shall be performed in a manner consistent with
-.-.__,._.. tlutis,onditi,Qns,agreed upon..at the hear
al1 applicable Miami Shores Village codes, Miami-DadeaCount••mu
e applicable building and life safety codes required for developments, and
l� y Code
Passed and adopted this 22 day of April, 2004, by.the Planning and Zoning
Board pursuant to a 3-2 vote as follows.
Member Crutchfield Yes
Member SastreC"airman Fernandez
Member Abramitis Nes Me o
Y 'Yes
hainn b---
Planning and'Zonin r
. Board
- � bv(�c�y
Miami Shores Building Department
Product Approval Schedule / Comparison Chart , Address: 5—/ Permit No. �p —
Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact
or Door or ullion Number Design Pressure Pressure Size es No Yes/No Yes/ o
(+)PSF (-)PSF (+)PSF (-)PSF
Z19-ij On
GON
I
i
t
Andersen Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY.Not part of NOA)
Submitted under NOA#99-1019.01
4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94
along with installation diagram of outswing French door,prepared by
Architectural Testing Inc.,Test Report No.ATI-02-31392.01,dated 08/05/99,
and test report addendum letter dated November 17,2000 and March 23,2000,
along with revised marked-up drawings,signed and sealed by Allen N.Reeves.
B. CALCULATIONS
I. Anchor calculations and comparative analysis,dated 4/09/03.
Submitted under NOA#00-1011.01
2. Anchor verification calculations for outswing wood door under Project#99-0916,
dated 09/27/99,and revised on Sept. 13,2000,prepared,signed and sealed by
Richard Boyette,P.E.
C. MATERIAL CERTIFICATIONS
Submitted under NOA#98-0608.21 =-
1. Notice of Acceptance No.02-0828.15 issued to E.I.DuPont DeNeiiioiirs=for
"Dupont Butacite®PVB"approved on 11/21/02,expiring on 12/1=U65 =
2. Notice of Acceptance No.01-0205.02 issued to Solutia Inc.for their-"Saflex
/Keepsafe Maximum"dated 05/17/01,expiring on 05/21/06. =
3. Test report No.#J98002651-003,dated 03/04/1998 for"Smoke Dei siity"per
ASTM E84-94,for"pultrusion".Test Report#J98002653-003 dated 04127/1998
for"Self-Ignition"per ASTM D1929 and Test Report Q98002655-003:dated
03/05/98 for."Surface Flammability"per ASTM E162-94,issued by Intertek = _
Testing Services,Wisconsin
4. Certification letter dated 04/27/2000 identifying"pultrusion"as"fiberglass"
material,issued by Intertek Testing Services,Wisconsin,signed by Rocco J.
Moro
Manuel-Pe rN
Product Control r
NOA No 03-0625.01
Expiration Date: May 19,2M
Approval Date:September 11,2003
R-2 -
Andersen Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For Pile ONLY.Not part of NOA)
D. STATEMENTS
I. Laboratory compliance letter for Test Report no.ATBIN 03006,issued by
Architectural Testing Inc.,dated 5/2/03,signed and sealed by Steven Urich,P.E.
F. OTHER
1. Notice of Acceptance No.03-0415.16,issued to Andersen Corporation Corp.,
Series"Single Outswing and Fixed Clad Wood French Door,approved on 5/15/03
and expiring on 5/19/08.
9999.9
...... . ......
•0090•
•••0
0000 .... 9.9.9
0000•• i•• • •9•••
•• •• ••
0
0
99.9
•
0000•• • •
• • 0000
0999••
•• •
• •• • • • • ••• Manuel Perez,P.
•• 046 •• • • • •• uCt Control
NOA No 03-0625.01
. ... ... Expiration Date: May 19,2008
• • • • • • • Approval Date:September 11,2003
0•: : i • 9' : : X-3;
• . • . • '
00
9•• •
. 9 • 9 • • .
... . 9000 .•. . 0.
--35 125•MAX UNIT YF.DM 36.125•M .UNIT WDIH- -30.1MAK.UNIT WIDTH
' r A � ' 10 . r AKD - 'Y�. ' . r75• A
\ MAX. . B.a00-
\ LIA7.
D.C.MAK.
_HDOKBI \I
33.000• j./ KEENER
(35.3% 'j
(JS.sle) j O.C.AIAx H(00'OOLI
\ \
41)
B .. .._.._.. ._\. .._ B - Fwo-3+60s +a:-77 Psr - \
�3u3 ._. \ E .. .._.._.. ._.._.. E FWO-s98os +BZ-77 P5F B I \ B
• HOAR i •• FWO-27805 +62-7 PSf 95.43a• - --•-••-•- --•�••-••-A• ••
} • •j• \ FWO-21505 +fit-77 PSF ma.IOMR T \
••••• • • • \ i FWO-315115 + 2-7 7
•
95.43a' t FWD-296115 +62-7]PSf
1.�6 - 4.537•• ! • \ MO-31611A +65-50 PY
MAX.UNIT iW0-776115 +fit-77 PSf 1.+94 - 4.537' t \
0:411104114 �, • I • / FWO-296,IA +"b"-0 SF "LIGHT ( FWG-216115 +a2-7 51 - ( /
` • f7.031 Wl / IWO-27511A .65-6o vsr FW03180 FWO-316415 +2-7 FW03180 /
• • r ••okor" / FWO-31a8A +63-60 PsF FWO-79685 +62-77 PS
ACTIVE /
• rwo-2965A res-BO PS
STATIONARY FWO-2768S +02-77 S
••••• • •• I•• FWO-27a8A +65/-80 P
Two-21685 +82-]7 PSf /
• • • •t / UNII 0P RATINGS j UNIT DP RADNGS
I /
•••:•/ /
••••: MDOKBOLT 36.6 / _ /
j RECIVER
Ii00677) 36.666'
(]2.67•) ii'j.I• 'uDAI�.TmC' I u.000•D.C. / I / 1+.000.O.C.
•••••• •4••• BOM SIDES .M / MAz.TTP 1
• • • / t BOTH SIDES / ( BOTH SIDES '
• •
MAK.
•'• -
•
8.000Hoodsm, ,M)l j!j 6.000• HOOKB'BORLT / j 6.000•
VIEWED FROM A L_•. I VIEWED FROM A L_J VIEWED FROM rWo 31541 +6s-7 Psf
Noss C C EXTERIOR C C EXTERIOR C C EXTERIOR FWD-n6u +65-7
1.INSTALLATION METHODS: FWD-750AI4§D(4t P5
SILL:THE SILL S SET IX SILICONE BACKBCON NG. UNIT OP RATINGS
MOD:THE HEAD S SECURED IN IKE ROUGH OPENING USING TWO 1/4'TAPCON SCREWS AT 10'FROM CACM END INTO MASONRY OR C10 SMS AT 10-FROM EACH LAD.IHC LOCK KEEPER SCREWS ME LOCATED ONE PER TOP AND BOTTOM KEEPER.AND TWO PER ME,SPAN KEEPER, IRUDlKT f1EVISlD
,IAMBS:ME AAMBS ARE SECURED USING;1/4'TAPCON SCREWS WTO W�SON Y OR/10 SMS WTO WOOD.FASTENERS ARE SPACED AT 7•TROY ENDS AND 17-MAUL O.C.FOR LTC 611A AND 66A ODORS AND SPACED AT 6'FROM ENDS AND 14'MAK.O.C.FOR 60A AND ALL 5 DOORS.
MASONRY:TAPCON SPACING IS THE SAME AS WOOD SCREWS SPACING. tl Mi•2"In oft P16rEl9
2.GLAZING SPECIFICATIONS: Acft
a,
HUT STRENGTHENED:THE UNITS ARE GLAZED WITH.410 ASTM NOMINAL(.392 ANDERSEN NOMINAL)MAY OR CLEAR LAMINATED CLASS.COMPOSED OF CHIC 5/3I•IHICK
NUT-STRENGTHENED CLASS SHEET WIN A.090'PYS INNER LAYER MANUFACTURED BY DUPONT OR SOLUM,AND ONE 5/32•THICK HEAT-STRENGTHENED GLASS SHEET. .
ANNEALED.THE UTIRS ARE GLAZED WITH 17/]2•(.532)MOMOKAL GRAY OR CTEM LAMINATED CLASS COMPOSED ONE 7/32'THICK ANNEALED INNER SHEET WITH A,090'PYB INNER LAYER MANUFACIUREO
Br DUPONT OR SOLURA AND ONE 7/32'THICK ANNEALED OUTER SHEET. •• *00 • • • • • •• E17
• • • • • • • • • CR•ORI
GLAZING SSETMETHOD: • •• • • • • •
CUSS IS SET FROM IAL INTERIOR AGAINST TALC SILICONE BEDDING WI ANO THEN THE CLASS IS BA.000'1 p WITH FRENCHW000 OUTSWING (FWD)
9LKONE.WOOD BOPS ARE USED ON THE WTERNRL SECURED WITH 1.500'STAPLES SPADED B.ODO'ONi-,N!I�IEE f.D-Go'0��i�lER,Tr A.000-D.C.
3.FRANC CONSTRUCT m! •• ••• •• • • • •• PATIO DOOR UNIT-IMPACT i
CORNERS ARE COPED.SUITED.CUED AND THEW FASTENED USING YOUR 110 K 2'-100'LONG SCREWS PER HEA),LAMB SINGLE
CORNER AND FOIA IID K 2.500•LONG SCREWS PER SILL.MMD CORNER.
+.PANEL EONSTRUCTION; Andersen Corporotlon
THE
WOOD PANELS CONTAIN BUND MORISC AND TENON.DOWEL.SCREWED AND GLUED CONNER C1��Q1!iK"S�IRUCTIpp11 M^� 0:00,,00 YinM4Wb 55003
ME
PANEL-FRAME ATTACHMENT NPS ARE LOCATED 10.000'FROM CORNERS @ 17.000'O.C. •(STrT1O1�RY UNITS Mw• • ••• E 0/IB D3
• • • • IDI./7/03 �� r°[o•7.N..[
5.WEATHERSTRIPRNC: IC19128100
ONE ROW OF SANTOPRENE BLAB AT THE PERIMEIEM OF THE PANEL. •• • • • • • • • • • B 4 ZO 00 m•W'�1`a0M[•mra•+n.14M NL
6.GLASS ONE:A 0.563'GLAZING BITE WAS URUZED ON ALL UNITS • • • • • • •• •• A 0 8/99 rnwpw LAW[IR NWSA Arno��
•• • ••• • • • REVISION 6/15/03
$ DAOE-FWD-IMPACT
TW. 1 or
• • • • • • • • • •
••• • • • ••• • •
10-I4 CUP.STATIONARY PANEL ATTACHMENTRAY T l SIwIgKIA'!ONLY 51 DOWEL.FLUTED 1.000' 52190 BOTCH 5.000 0.138
20-21 A KI/M CUP O A10 ONLY 50 DOWEL,FLUTED 6.500 52100 BRKN 6500 OA]b
BEAD SILICONE ATTACHV[M OF$LL 10 ROUGH OPENING 49 COVER,JAMB SI 5)990
LAUD ICONIC MAGIIYENI Of HGD TO SIDE JAMBS 43 .JAMB ID EI 59091
BEAD SILICONEATTACHMENT OF SBL TO SIDE JAMBS 47 JAYN.SIDE RECEMR 57089
4 % AIIACHMCNI OF SLL LOC%70 SKL 6 IDC JAMBS 46 B,SI HW 7088
I SC .625 ATIAC/IYEN1 O CORN[F LOCKS IO MM• JAMBs 45 CORN R l - -
17-16 6 X.67 ATTN;HYG'7 OF KING SUPPORT PLATE i0 FRAME 44 C W !1036 ALUMINUM - -
3629001 STAINLESS STEEL -
2 EWE. 10 X I.
ATTACHMENT OF HOOKBOLT RECE R TO RAZE 4 1 4 6t EI R ON - STEEL - -
E. !i 30 31 12-16 SQNCwS, 10%. AnACHVENT OF HINGES TO FRAME CW, IO-2•UNC IL.NO PH FL SS.$N 3622198 STEEL - -
2 W 1 1. ATTACHMENT Of LAI CN RECKYLR TO FRAME -7 R 10-21 VNC%. M FL.SS.TY 3622197 STEEL
8 SCREWS 115 X 7.500 i ATTACHMENT OF HEAD JAMB TO SIDE JAMB $CREW, I0-11'INC X H FL SS.MIT
3622196 STEEL - -
B SCA11'5 10 X AIIAC191CN1 Of SBL TO 40C JAMB 41 3 PONT LOCKING MECHANISM 57139 STEEL - -
{$[F r[y 40 PUT u 57028 STEL 3.217 3.900
OT/•
DESCRIPTION LOCATION 39 CUP,ATTACHMENT-IMPACT
frri ) I FRAME FASTENERS 1157 N SCREW, 6-IB 1 62MI V.
37 STAKE. I Z N { 111A 4220 10 STEEL - -
m FI R,STATIONARY ANL 57055 1.]66 0.367
C� 35 ANL LL 7 57060 MNDIROL.PINE 0.670 0.670
N SEALANT YOSW37 SILICON[ - -
10-II SCREW. -1 -1 ATTACHMENTCUP 0 PANEL $IAl10NAINY ONLY) 33 $CREW, B X. 3
269050 STAINLESS STEEL - -
BGD UCONE AIT HMEM OF OP RAIL O ES 3 R W, 10 X 2. 3621230 STEEL
• •• ]]
BEAD UCONE ATTACHMENT OF BOTTOM RAIL TO STILES 31 NIGHT. L L 57014 POLYPROPLE 1.301 1357
• • • 6-10 NAE,1,500 ATTACHMENT or IN$DIE GUESS OPS TO PANEL 30 LEFT. LL LOCK 57013 POL NE 1301 1,557
• •••• { L500 ATTOWCNI Of NSIO[HEAP♦SBL G S SLOPS TO PANEL 9 STOP,GLAZING ILC 51081 POMMROSA PM 0.670 0.875
34 13-it $CREWS, 8 2,000 ARACIW M OF LOCK MECHANISM TO PANEL 28 STOP.GLAZING
••••• 32• • •• 6-8 SC WS 10 X 1. ATTACHMENT Of HINGES 70 PANEL 7 SC 3.000 PK C600 PONIOATEEL PINE 0.870 .875
• •••• • • 1 CPCW5 10%5.000
ATTACHMENT OF RAIL$TO STILES 28 SPACER.1.000 GLASS 70065 PVC 0.375 CASE
• • 2 DOWEL,rLUTEO 6.500 ARACHMCM OF BOTTOM RAIL TO STILE 25 j'3'WA
. H 57025 PORGARM PINE 0.679 1.500
••••• ••• • 1: • O 2 L. DIED 5.000 ATTACHMENT OF TOP RAL TO STILES 4 ,s SI 57011 PONDMOSA PINE 0.679 1.500
l • 23 SEM-MTDOW L'OWIING MOS0012 42 SIUDOM
I •• A ¢ OEM. OCSC16P710N LOCATION _ -
• [7 22 L 57046 POLYPROPYLENE 0.480 0.450
••••• • • PANEL FASTENERS 1151 21 1.500 X 1/4* 127.0500 STEEL GLV. 1.500 0.019
• • • iB R,MIL P 57017 FIBERGLASS 1.544 1.572 1
•••• • ••• • • FWO-3160 .500 94.069 FWO-3180 36.125 95.438 IB L B ON 57011 FIBERGLASS 1.544 1.957
• • FWO-2980 S00 94.069 FWO-7980 32125 95.438 17 FILTER LOCK STILE 51010 RGLASS i.116NO-4
•••• ••• A+ FPIO-2780 18.500 94.069 WO-2780 30.125 95.436 18 ,HINGE TOM FIRERGtASS I.118
• • • L) rwo-2180 22.875 94.069 FWO-7180 71300 95.438 15 S.GSKEI 52172 SWTOPRENC 0.335
• FWG-31611 31.500 80.944 FWO-31611 30.125 B2. 1 11 RAIL..fUP
• ••• • 57171 PONOARDSA PM 4.438
••••• FWO-29611 50.500 80.944 FWO-29611 32.175 82. 13 1 L,BOTTOM 52173 PONOAROSA PINE 8.594
• • • • • M'0-77611 70.500 60.94! TLYO-77811 30.175 -38-27M3 17 IL. WC 51022 PONDAROSA PINE -.113 I
FWO-21611 2.875 60.9N fw0-21611 N.500 BZ.313 /1 ILE.L 570 3 POICARRSA PI 4.113
•••••• • • • • Fw0-Jlba 3-.500 ]6.069 Fw0-3168 38.125 79.438 10 ATED CUSS01170• •••• FWD-2968 30. 78,069 FWO-2968 ]2.125 79.436 9 NGE.N 1607 WNTI 2.166• • • • FIND-2768 IB.500 76.069 FMO-2768 ]0.125 79.38 8 NC 51 16073 YNTI 2.166• FWO-7163 22.875 ]8.069 TV 2166 71.!00 79.477SEALANT N0500J4}y 36 41 SILICONE
• PANCL WIDTH HEIGHT WW7N HEICHi 6 H C CMBLY $7049 50 DNC ST L• •••• DES. OCS SILL ASSEMBLY 7027 VRRL ALU 1.147 5.265
• • PANEL DIMENSIONS UNIT CINCNStONS JANO. 5701 PINE 1. -202
3 C 57071 FTKRCIASS 1.110 2.011
VIEW C-c : J R.N 5701 PN 1.231 4.202
1R,JAM !7030 rIB:RLLASS 1. 1 7.91
No. DESCRIPTION PARI AMTEPoAL NEIGNT WIDTH
N0.
43 NASOIBfY DRAWING RUIRANCC LIST
FWO-3180 2 7 ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION
_ FWD-2980 2 AS NOTED BY ABOVE FART NUMBERS
' 9 FWO-2780 T 7
�. �� •' -LIN.CMBCOMEM FWO-31611 2 5 FRODUCT RLVIM
I l ,'t f 9, 1.250• FW0-2 611 2 o/vTHANIRB.111h a FlorIBB
rW0-27611 2 5
FWD-3186 2 �I19 0 j
1/4'MA% 41 ALL FOIM CX) .O 2968 2 5 DIM
Or a.1. FWD 2768 2 5
SHIN SPACE 11'MI UNIT I OF SCRCWS I OF SCREWS
2 •••'rSi:•• •�k♦ .4 •] s4••• DES. THROUGH 1HROLIGH W C�Fy
7Z HCAO JAMB f RN JANE
sky
5 OC VCO ON
19 • • •'1 • • F0���� $IAiIONwRY UM7$ m[ -
• •• • • •e 'ANEL
1s 25 • • • ! • • • Fwo-31e0 2 7 FRENCHWOOD OUTSMNG (FWO)
•• *00 • • • •• FWO-2980 2 7 11
Fwo-2780 2 7 n PATIO DOOR UNIT-IMPACT
TYPICAL DETAIL(HEAD,JANB 150.1) Fwo-31611 1 6 9 SINGLE
FASTENING DIRECT TO MASONRY USING IAPCONS DETAIL-A- fw0-29611 2 5 9
FW0-27611 2 5 9 Andersen Corporation
• • $CALF:NONE• • ••• ••• FWO-3168 2 6 9 8ap-.NBNN-M 55003
• • • • • • • • • FWO-2968 2 5 C 6 IB 0)
• • • • • • • • •. FWO-77U 2 5 9 0 1 7 0) KEW
>
LF-i • • • • • • •• ••
UNIT I aaouKCH REWS I oras I TMa�R�Ews1814020100001
•• • ••• • • • HEAD JAMB HINGE JAMB LOCK JAMB A 8 699 - 9A1K-K MA19OI
ACINE uHI1s REWsroN 8/./le/o3 DADE-FWO-IMPACT
MM. 2 Or 5
1
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1
2'X 6'SPF 2'X 6'SPr
I7 12 MOOD BUCK 27 12 WOOD BUCK
MIN.EMBEDMENT I I MW.EMBEDMENT
47 11 I.MIN.(7 DIAMETERS) 45 '
1 II 1.430'(7 OWAE7ER5) I
/ .
ii SWM$PACE S14M SPACE .410 ASIY NOMD/AL
72 11 32 (.302 ANOCRSEN NOW94AL)
2 2 WO'PVB
19
19 I
5/32•IIFAI
IS 25 5/32'KAI SIR[NDIf1ENLD
IS T5 STRENGTHENED
14 14
y 1D
ZS 7
••• 410 ASTM NOMINAL 24
• • •• • • 6 26 (•392 ANDERSEN NOMINAL) .490'PL'O 20
i••••
• • •• • 2J 38 28 .561'
• • IJ 7/32'ANNEALED GL BRC
••••• • • • 7/32•ANNEALED
S DIM.
• • • 21 21 2B 28
• (67.437 FOR •••• 80.562'MAX. 7 '
• 611 HEIGHT) CLASS DIM.
••••• •• •• •• 7 10 23 1
• 79.500'1, EARRIOR INTERIOR SECTION A-A SECTION D-D
•••• 95.4360 •• EXTERIOR WIERIOR
DA1'I.IGH••••••
• • MAX.UNR OPENING ACTM UNRS S1A1XRW7Y UM75 21
•••• NDGNi • •• •• 10 93.4 UNI 79.500•MAXHT 10 20 " 10
• (6fi.375 rQpRR MAX.UNIT DAYLIGOPENING 7 563' .4 ST ASTM NOWSTRENGTHENED
L(INAT ANDERSEN SCN NOMINAL)
• (82.313 10% •• 611 HEA#1 ••• 2l 11C/OM7 NFAi-SIRENGTMCNED IAMONA7ED CLASS CONSTRUCTION.
••••• GI 1 HEIOM) 2t C1A55 WTE
• ••• • :6
••••• • 23 26 ,
• y ••••••
MAC PP• 28 PYODUCE NEYLSf-0
•• I X;M • • 94.069• 26 29 7J as pwn wW W p6191l6
••••• • • • MAX.PANEL Bditco*
(90.944 FOR• • HEIGHT
I.ammwy 23• .9m7Or6678 Q
• • 1N (.397 ANOERSFN NOI6I
CA7-SIaENGINED LAMINATED[1459 CONSTRUCTION,
13 13
FWO-3180 SO.S6279.300 95.437
TWO-2980 80.562 79.500 95.437 I
7590-2780 80. 2 79.500 95.437
fwO-7160 60.562 9.300 51.437
FWO-31611 67.437 66.375 82.313
36 FWO-29611 67.437 65.375 82.313
FYIO-27611 67.437 66.375 82.313
Fw0-21611 67.437 66.375 82.311
FWO-Jtfi6 64.562 67.500 79.437
16 IB - 64. 2 03.500 79.437
35 FWO-2768 64.562 63. 79.137
TWO-2166 64.562 NO 79.417 �
UNIT G1A55 DATLIGIIT UNIT
•• • • • • • • • DES. DIMENSION OPENING DIMENSgN
15 • • • • • •15 • 14-T
F9 • • •• • • • • 37
F9
T.zso • • 1,250 mu
Quo • • • • • • • • Goo FRENCHWOOD OUTSWING (FWO)
•• • PATIO DOOR UNIT-IMPACT
SINGLE
5 s
/Andersen Corporotion
1/6'MIN.S:UCONE DEAD • • • • • •• P/6
8"P.1%NLL LENGTH Or SILL • • • tf0'MIN.9C�IE�b FALL LEN[/ Or L 2'X 8'SPT' • • • • : • • •I2 WOOD Buoy •• • . • . . . . . . 1'%6•SPF/2 wow BUDt .•n..47.w muNF lu4zA•• • ••• • • • 9/16/OJ DADE-FWO-IMPACT
s»I 3 P 5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
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•••• •••• • •
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48.563 IL
• • •
raooucraewseo
4 cornu
n•aa
3.320 •[
` FRENCHW000 OUTSWING (FWO)
PATIO DOOR UNIT–IMPACT
SINGLE
Andersen Corporation
ua ieoo7 0"P-.,x 22.1 elw3
l-P01AT 9 20 00
LOCK LOCAipKS • 8 8 99 �.•� O1s'+�C'•am�Y
od 8416/07 DADE-FWO–IMPACT
SK. 4 01 5
. . ..• . . . ...
.. .. . • . .. .. .
. . .•. • • . 0000
2•X 6•SPF • • • *00 • ••
f7 WOOD BUCK •• •• • • • • • �/'4•wX. TWO-3180 26.000 24 a75 38.125
• • • • • • • • • •SPACE ' I MN.QEMBEDMENT FIND --10-573 32.12S
4 • • • • • • • • • I r^'-- 1.x{0•(]OMIIEICILS) ryq-2180 20.000 IB.B)5 b.12]
••• ••• • • • F -2180 14.375 13.250 1.500
FW-71611
--29.000 N.e75 --3T.125
iW0-29611 21.000 20.875 32.123
MO-27411 20.000 15.875 30.125
TWO-2181 t 14.475 13.250 21.500
•• • • • •• ••• •• FWO-7168 26.000 21877 6.125
• • • • • • • • • FlaO-21168 22.000 20.a" JZ.f 25
• ••• • • • • •• • FWO-2768 20.000 16675 30.123
27 74 • • • • • •• • 25. • I16e 1�4.,7�75 f4111I 2u500
SECTION E-E • • • • • • • • DES. DIM£NSKN OPENING DIMENS OH
--- NIT
_ 39 STATIONNtT tmrrs •• • • 29 • • ••• M10TN
.... ------• 5.9
30 29 .--__ -
21 12 �
I 10 ZI
NIEIBOR
27 .
Z'%6'SPF
►2 WOOD BUCK
6 7
25. 2J CXFMOR ] 23 IS
IS 11 97 23 26 19 8
17 24.675•MAX.UAYLIDITT OPENING • •
3 28.000'YAK.GLASS DIMENSION 3 ••••••
34.500'MAX.PANEL WIOfN • • •
36.125'MAIL UMf WIDTH •• • • • ••
0000•• •
0000•• • 0000••
2'X 6•SPF • • • • •
f2 1`gOp BIICIt Iia•MALI •••••
SWM SPACE MN.EMBEDYENI ••••••
1 1.430'(2 DIAMETERS) 000004, •••• • •
0000 0000 0000•
0000•• ••• • 0000•
•• •• •• 0000••
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n 21 SECTION B-B 24 • • 0••006 000.0•
• • 0000 • •
ACME UNITS 1
•-__ ...-.__ 21
29 F
12 ---- - -- •**:so•
10 21 li' •• •
NiER OR PRODUCT RRVISED
27 o m•ppx11a•m tbo W9w6•
AaaRa.n Ns 1 '
R.D.a
2•%6'SPF
12*ODD BUGX R5'
e 7
IS 1110 23 26 Z3 EXTERIOR 7 27 36 23 IS 16 42 a 1u
17 FRENCHWOOD OUTSWING (FWO)
s a
.0 PATIO DOOR UNIT—IMPACT
3 SINGLE
Andersen.
iMw1 Corp5oration5003
OP1por1,
21.e75'wx.wnXRR OPEN2+c
26,000'IM%.CLASS DIMENSION C 9 2B 00
J1 SOU•IIAX.PANEL rA9TH B 120 00 14v.1++'�1�"•'��49 +���•+4uHe.
A B 90 •+a1Aa4 OMa1a:i+1490t
--"' MAW MAX.VMI WIDTH REVISION 87.63
5.K 5 tr 5 DADE—FWO—IMPACT
"°REs,,�` Inspection Worksheet
F Vie;: Miami Shores Village
.....T
10050 N.E.2nd Avenue Miami Shores,FL
ORI DP
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-33965 Permit Number: SENC-10-06-2596
Inspection Date: 1210712006 Permit Type: Scree Encl u s�
Inspector: Grande,Claudio ���s���
Inspection T
Owner: BROWN,CONRAD Work Classification: Addition/Alteration
Job Address: 117 98 Street NE
Miami Shores Village,FL C- L
Phone Number
Project: <NONE> Parcel Number 1132060132300
Block: Lot:
Contractor: HOME OWNER
Building Department Comments
DEC 0 8 2006
Inspector Comments
Passed 96 ff
Failed E]_
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re-inspection fee is paid.
Wednesday,December 6, 2006 Page 2 of 2