444 NE 102 St (6)Approved
Correction
Re- Insp'n Fee
9gQ"
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date A ,
Type Insp'n _) (N 0:502.) `7 r , 1
Permit No. IP2Oo it- in
Name 444 ma_ 1(12,
Address 1` Ao
Company P —Qj
Phone #
Inspection Date 5
BUILDING Permit No. P; lid
PERMIT APPLICATION Master Permit No.
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple /, Titleholld 6e i,r1^9Ql".��
J1 'irk? iie Phone # .30r 7 51,'"/237
Owner's Address 4 5� 1 6 /1) 2 S*
Cit M i a,i 4,0175 State - Zip 3 3 3
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip 3 .3 l 3
Is Building Historically Designated YES NO
Contractor's Company Name 0 ice 9V Et,1rd Nl (.t1r-e- Phone # 931-- 25T: 1 / .75
Contractor's Address t 7f S .
City / 14 (64/1/1;./ State L Zip 33 / 3 9
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit / ? DO Square Footage Of Work:
Type of Work: ['Addition ❑Alteration ['New Repair /Replace ❑ Demolition
Describe Work: e (2 U'OD 0;74 hp l o EOOO r j
s rk, 4 -A.r j' k- /S 3 b g S ��
Itopo s1,6 K 79"
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ S '0 C ' Permit Fee $ /00 CCF $ )1 0 CO /CC
Notary $ Training/Education Fee $ Of Technology Fee $ a
Scanning $ 6. Radon $ ' Zoning ' Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
(51, (0
Miami Shores Village 1„;L-_cAv•s i
Building Department FEP 220
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 L __ _ _ _ _
Electrical Plumbing Mechanical Roofing
Ve
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 attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Signature
Owner or Agent
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 , by day of , 20 by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires: My Commission Expires:
Contractor
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FEB ° 32O
APPLICATION APPROVED BY:
Chc 12/15/03
Plans Examiner
Engineer
Zoning
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): ( Building .' Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) `r,1pC?� a a;e� ckie a��� Phone # 3Q5 -� 56, - / `j (
Owner's Address /7/ 4 f /L/L /2%Z
City/ `0' •Sh orp 5 State -1
Tenant/Lessee Name
Job Address (where the work is being done) /' / N6 /0z_ 5 7`
City Miami Shores Village County Miami-Dade
Is Building Historically Designated YES NO
Contractor's Company Name ' L,5 f}c
Contractor's Address 2 7 /VC
City / / /aim, // /
Qualifier obe - s;
State
Architect/Engineer's Name (if applicable) Xr? C i..)4 ° • Phone # 95 - .477
$ Value of Work For this Permit 1 � i 3
Type of Work: ❑Additio ['Alteration
Describe Work 4'7 ' / ce Z q c� T_C
C- Ong ��A 4 on!' -
4�es — s 3G,"
Notary $ Training/Education Fee $
Scanning $ Radon $ .-
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
f 005 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
TTGv ^wee✓ e
ttt 9 s 7-
❑New
Fees
Submittal Fee $O C C. Permit Fee $
Structural Plan Review. $
Permit No. or °QOO y /17
Master Permit No.
zip 33 /.?R
Phone #
Zip ? / 3 S
FEB 0 2 2 og�ti �
1v"
Phone # 3 O S- 7 5 9-
Zip 33 /3 E
Square Footage Of Work:
W2
['Repair/Replace 11 Demolition
. 42
T ctoo s 3(o`
CCF $
Technology Fee $
Bond $
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 A1414 'DAVIT: 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 attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence, of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
.
Owner or Agent
The fore oing instrument was acknowledge before me this
Signature
day of • , 2007
who is personally knownn�to me r who has produced I I),�
1 6.056° .056° ' 7 Z7 '''1es ids hficatiio and who did take an oath.
NOTARY LIC
Sign:
Print:
My Commiyeion R — f gr e r 6AN
* * * * * * * * *_ ** r * * * *At_ttJt.*.Rt **
\ Wmm1�0
APPLICATION APPROVED BY:
chc 10/14/03
Signature
Contractor
The foregoing instrument was acknowj ged before e this I 1
S it
A— day of
o is personally known to me
NOTARY PUBL
Sign:
Print:
My Commission Expires:
******** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * **
ENO'S en31200/ (Certificate of Competency Holder)
Bonded Oyu leo0s>ebt
State Certi aw ^ t "0 &
r who has produced
as identification and who did take an oath.
Certificate of Competency No. 9G 8 SOO 3 )
4
Comm# D0023$304
Expires Sit 3t 2 00?
Florida Notary Asst.,
Plans Examiner
Engineer
Zoning
WIND LOAD SCHEDULE
OPENING
LABEL
EFFECTIVE
WIND AREA
(SQ. FT.)
BUILDING
ZONE
(Note 4)
DESIGN
POSITIVE
(PSF)
LOAD
NEGATIVE
(PSF)
F. Door
21.0
Interior
53.9
-58.7
W.Side Doo
19.5
Interior
54.2
-59.0
NOTES:
1. Wind loads are determined in accordance with the 2001 Florida Building Code and ASCE 7 -98.
2. Wind load calculations are based upon a mean roof height as provided by the Contractor and noted herein.
Contractor /Building Official shall verify the mean roof height in the field.
3. Calculation is valid for Enclosed Structures only.
All glazed openings shall be impact resistant or have impact protective devices.
4. End zones for this installation are those areas within 3.4 feet of the exterior corners of the building.
End zones are based on the building dimensions provided by the Contractor.
Contractor /Building Official shall verify the layout plan in the field.
5. This document shall be used for determination of wind loads only.
Component installations shall be in accordance with the appropriate product evaluation documents.
Wind loads are applicable for component installations at any elevation below the roof.
6. Wind loads are applicable for use on systems with effective wind areas defined by others.
Maximum loads result from an effective wind area of 10 sq. ft.
7. This document shall be valid only when there appears an original signature,
date and embossed seal from V. J. Knezevich, P.E.
8. Use of this document is subject to the Terms and Conditions of Use, Version 1.0, available on the
web at http: / /ASCE7- 98.Knezevich.com, and any other applicable agreements between the Client,
named above, and Knezevich and Associates, Inc.
/ . ,
i°
zr;
25- Nov -2.03
v. J. Kn:zevich, E. FL License #10983
Knezevic ociates, Inc. FL COA #3205
k
a
KNEZEVICH 8c ASSOCIATES,
1260 N. University Drive, Suite 180 :: Ft. Lauderdale, Florida 33322 :: Phone: 954.382.2800 :: Fax: 954.382.29 : www.Knezevich.com
ASCE 7 -98 DESIGN VJIND LOADS FOR COMPONENTS & CLADDING FOR VERTICAL SURFACES
Basic Wind Speed, V = 146.0 m.p.h (3 sec peak gust)
Exposure Category = C
Importance Factor, I = 1.00 (non - assembly / non - essential facility)
Roof Eave Height = 16.50 feet
Roof Peak Height = 19.00 feet
Mean Roof Height = 17.75 feet
Roof Slope =
Roof Slope =
Smallest Side of Building =
Internal Pressure Factor, GCpi =
Topographic Factor, Kzt =
Directionality Factor, Kd =
End Zone =
3.000
14.04
34.00
inches rise per 12 -inch run
degrees
feet
0.18 (fully enclosed building)
1.00 (non -hilly area)
1.00
3.4 feet
CLIENT:
DATE:
STRUCTURE:
ORDERED BY:
PROCESSED BY: Mike Davis
PAGE: 1 of 1
Robert Shor
Sykes Ace Hardware
11/21/2003, 09:38:55
Manoney Residence
444 NE 102 ST
Miami Shores, 33138
Adam
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld -Wen, Inc.
31725 Highway 97 North
Chiloquin. OR 97624
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Jeld -Wen® Steel" Steel Edge Inswing Opaque Insulated Steel Door
APPROVAL DOCUMENT: Drawing No. DC9970 -1, titled "Inswing Opaque Insulated Steel Single Door in
Wood Frame ", sheets 1 through 4 of 4, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #2
dated 11/08/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 and renews NOA # 99- 1007.01 and consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02- 1211.11
Expiration Date: February 11, 2008
Approval Date: January 16, 2003
Page 1
Jeld -Wen. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. DC9970 -1, titled "Inswing Opaque Insulated Steel Single Door in
Wood Frame ", sheets 1 through 4 of 4, prepared by R.W. Building Consultants
Inc, dated 9/25/00 with revision #2 dated 11/08/02.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Large Missile Impact Test per SFBC, PA 201 -94,
4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94
5) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94
along with marked -up drawings and installation diagram of single outswing and
inswing residential insulated steel doors, prepared by Certified Testing
Laboratories, Test Report No. CTLA650W, dated January 03, 2001, signed and
sealed by Ramesh Patel, P.E.
Submitted in approval (No. 99- 1007.02)
2. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Large Missile Impact Test per SFBC, PA 201 -94,
4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94
5) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94
along with marked -up drawings and installation diagram of single outswing and
inswing residential insulated steel doors, prepared by Certified Testing
Laboratories, Test Report No. CTLA455W, dated October 11, 1999, signed and
sealed by Ramesh Patel, P.E.
C. CALCULATIONS
1. Anchor Calculations, dated January 10, 2001, prepared, signed and sealed by
Mark Fetherman, P.E.
Submitted in approval (No. 99- 1007.02)
2. Anchor Calculations, dated October 2, 1999, prepared, signed and sealed by Mark
Fetherman, P.E.
D. MATERIAL CERTIFICATIONS
Submitted in approval (No. 99- 1007.02)
1. Tensile Test prepared by Certified Testing Laboratories, Test Report No.
CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8-
93a, signed and sealed by signed and seal d mesh Pat ; P.E.
E -1
Manuel rez, P.E.
Product Control Examiner
NOA No 02- 1211.11
Expiration Date: February 11, 2008
Approval Date: January 16, 2003
Jeld -Wen. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA,
Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for
samples of foam, tested per ASTM E 84 -94 "Standard Test Methods for Surface
Burning Characteristics of Building Materials" and ASTM D 1929 -91A
"Standard Test Method for Ignition Properties of Plastics"; signed and sealed by
Douglas Keith Tucker, P.E.
E. STATEMENTS
1. Statement letter of no change, dated 12/4/02, signed by Steve Strawn.
F. OTHER
1. Notice of Acceptance No. 00- 1006.04, issued to Jeld -Wen, Inc., for their Series
"Doorcraft® Steel" Inswing Opaque S/E Residential Insulated Steel Door,
approved on 2/8/01 and expiring on 2/11/03.
E -2
•
Manuel PI P.E.
Product Control Examiner
NOA No 02- 1211.11
Expiration Date: February 11, 2008
Approval Date: January 16, 2003
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
COMMON (GENERAL NOTES, TYPICAL ELEVATION)
2
VERTICAL CROSS SECTIONS & BILL OF MATERIALS
3
HORIZONTAL CROSS SECTION
4
ANCHOR LOCATIONS
JELD -WEN® STEEL
INSWING OPAQUE SINGLE DOOR
STEEL EDGE INSULATED STEEL DOOR WITH WOOD FRAMES
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE.
2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
- FOR 6'8" W000 FRAMES - SEE TABLE SHEET 1
- FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1
6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE
AS PER ASTM -E331.
7. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR USE IN
"HIGH VELCITY HURRICANE ZONES" WITHOUT OUAUFYING OVERHANG.
INSWING INSULATED STEEL DOOR
(Common to all frame conditions)
Door leaf Construction:
Farr sheets: 24 go. (0.020 ") minimum thickness.
Galvanized steel A -525 commercial quality - AKDO
per ASTM 620 with min. yield strength Fy =26,240 psi.
Core design: Expanded polstyrene with 1.0 to 1.25
lbs. density.
Construction: steel face sheets glued to expanded
polystyrene (EPS), with steel roils and steel stiles a
wood lock block reinforcement.
37 -3/4"
O.A. MAX. FRAME WIDTH
36"
O.A. MAX. PANEL WIDTH
6' - 8" Height
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT I5 NEEDED
(WITH QUALIFYING OVERHANG)
POSITIVE
6'8" 80.0p.r
8'0" 1 61 .Op.(
NEGATIVE
80.0p.r
65.0p.r
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
POSITIVE
80.Op.r
61 .0,,o
NEGATIVE
80.0p.r
65.0p.r
6 PANEL EMBOSSED DOORS
VIEWED FROM EXTERIOR
(SHOWN FOR CLARITY OF VIEW)
37 -3/4"
0.A. MAX. FRAME WIDTH
36
OA MAX. PANEL WIDTH
8' -O' Height
Approved as complyiq.hb ' Br: TJH
Florida 8.or - Code
Date
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813.659.9197
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DATE: 9/25/00
5041' N. T.S.
cux. er: RW
ORevelD NO.
DC9970 -1
ITEM
DESCRIPTION
1
Latch jamb (1.25" x 4.56" w 1L2" rabbet) Wood
2
Hinge jamb (1.25" x 4.56" w 1/2" rabbet) Wood
3
Head jamb (1.25' x 4.56" w 1(2" rabbet) Wood
4
4" x 4 butt hinges 12go.(.097 ) Hager
5
9 X 1" PFH wood screw (hinge to door)
6
9 X 314" PFH wood screw (hinge to frame)
7
8 x 3 PFH wood screw with 1.15 min. emb. into sub -buck
8
/10 x 2" PFH wood screw
9
3 16" topcon (min. embedment 1 -1/4" into masonry)
10
112" x 5.0" ADA Threshold Ext. Aluminum 6063 -T5
11
1.25" x 4.56" Inswing adjustoble threshold Aluminum /Wood
12
N -A
13
Compression weatherstrip Schlegel Q -Lon QDS 650
14
12 X 3" PFH wood screw
15
9 x 1" PFH wood screw
16
Foce sheet 24ga.(.020" thk.min)galv.steel A -525 FY= 23,300 psi
17
d 8 e 2" PFH wood screw
18
Top Rail (1.73' x 1.21" x 0.021" thk) Steel
19
Bottom Rail (1.73" x 1.21" x 0.021" thk) Steel
20
Side stiles (1.73" x 1.21" x 0.021" thk Steel
21
lock reinforcement (1.67" x 3.0 "" x 18.75 ") Wood
22
Strike plote
23
1.18" x 1.18" x 94" MDF board
24
0.50" 1.69" Door Panel sweep Vinyl
25
lock reinforcement (1.67" x 3.0'" x 11.75 ") Wood
26
Expanded Polystyrene (1.0 to 1.25 Ib. Density) BY JELD -WEN
27
Kwikset titan series lock (1200)
Yale Heritage Series Lotchbott
28
Kwikset titan series deodbolt (9660)
Yale Heritage Series Deodbolt
29
Latch screws 18 x 1 -1/2" P.F.H. W.S.
30
Masonry wall
31
2x wood buck
32
1/4" max. shim space
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11
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MIN. 1.15' EMB.
� - .25' MAX. SHIM SPACE
0.5'
MIN. 1.25' EMB.
1.75'
OPTIONAL
"HANDICAPPED" BARRIER FREE THRESHOLD
Apprmwd as complying with the
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813.659.9197
DATE: 9/25/00
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1 1 HORIZONTAL CROSS SECTION
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2 . BUILDING
CONSULTANTS, INC
813.659.9197
DAfe: 9/25/00
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CRANING N0.
DC9970 -I
SMUT 3 or 4
6'
13.825' TYP.
13.825' TYP.
13.825' TYP.
13.825' TYP.
13.825' TYP.
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6'8 ANCHOR LOCATIONS
NOTE HANDICAP THRESHOLD REQUIRES
3/16' TAPCON TYPE ANCHOR AT 6'
FROM EACH END & ONE AT CENTER
WITH 1.25' MIN EMBED. INTO MASONRY.
8'0 ANCHOR LOCATIONS
Approved as co:apyiag with the
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Miami Dade
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BUMING
CONSULTANTS, INC
811.659.9197
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Due: 9/25/00
SCALE N.T.S.
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G(A N(1.:
DC9970 -1
SNOT 4 OF 4
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 2/4/2004
Applican
Owner:
JOB ADDRESS: 444 NE 102
Contractor SYKES ACE HARDWARE
Local Phone: 305 - 754 -2556
Parcel # 1132060170580
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2004 -117
ST
Legal Description: 6 53 42
Signed: (Contractor or Builder)
Contractor's Address: 284 NE 79 ST
Permit Status: APPROVED Permit Expiration: 7/31/2004 Construction Value: $1,300.00
Work: REPLACE 2 DOORS (FRONT AND SIDE DOORS)
Page 1 of 1
PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 W1/2 OF LOT 6 &
Fees:
FEE2004 -1091
FEE2004 -1092
FEE2004 -1093
FEE2004 -1094
FEE2004 -1095
Description
Building Fee
CCF
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$100.00
$1.20
$0.40
$2.50
$6.00
$110.10
Total Fees: $110.10
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Total Receipts: $
C- 6 op / 0
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 responisibility for all work
done by either myself, my agent, servants or employes.
BY:
Estimated Total cost of improvements $ 43Qp O O
Remarks (Signed)
STATE OF FLORIDA, l .
COUNTY OF DADE. j ss•
MIAMI SHORES VILLAGE
peared
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT I9 Y
Application is hereby wade for the approval of the detailed statement ur toe plans and specifications herewith submitted for the build •
inc other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of i Flurida, all ordinances of Miami Shores Village and all rules and
regulations of the iiuii.iing Division of Miami Shores Village shall be complied with whither herein specified not. A copy of approved
plans and specifications must be kept at building during Progress of the work. V
, IfII.h�
Owner's Name and Address .f eel No._ 44 Street.i.2 _ _
Registered Architect and /or Engineer 1...1 .........•.,,1.11.1...... .1.111
Name and address of licensed contractor ..b.ec.6!~?_l�..�A.eaUX:ft. .�..... .1.L19� _ s:?1. ..I�9.R� 1?.... CUM ...
Location and legal description of lot to be built on:
Lot (R 1 Iilock q I Subdivision. ..Cl I L .1.L.. tVate.6..-...Ae.� •• 4
Street and Number where work is to be done 4-44 n : :._ I QZ . q. rCee 1 11_1_
State work to be done and purpose of building (by floors).... _..P.0 FLO e. ta.... FLRY.111i:�3....9�TJ:1L�
...� 4.R. • (e (�r.
ya'.1
ds .n.Q +yp JUNA.f:,Ctosa%
p
_..__...__...___ and for no other purpose.
Nl Vui!ding Remodeling .X Addition Repairs No. of Stories
To be constructed of Kind of foundation R0 ... 111_1.__
,, �
Amount of Permit S.....?.. . 16I
Zone cubage required .Plan Cubage —
Distance to next nearest building. Size of Building Lot -
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to..6e.e.U.6:11y ± 5 Clo rv.x) 1 2. corer. e,
The undersigned applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Snp tleurent,
and h.0 complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such :is •ntractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
.Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally op-
to me well known,
and who. being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true..
Permit No. `) Date 1 / , Read, Sworn to and Subscribed before me.
Building Inspector
Disapproved ^. .:. ' Date. _
(Signed)
Notary Public, State of Florida
My Commiuion Expires
PLANNING BOARD DATE
Chairman _ Member _
Member - Member _
Member 1111. _....._..._. _ 1111 »1111. _ Member - _ _. ..._
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning iiu.rrd.
A re.in.pection Ice of $1.00 will be charged when such re - inspection is made necessary by Improper notice for inspection or faulty
materials and /or workmanship.
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