WS-16-692 v
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone:MM795-2204 Fax: (305)756.8972
Inspection Number. INSP-266391 Permit Number. WS-3-16-692
Scheduled Inspection Dam: March 24,2016 Permit Type:WindowsiShutters
Inspector Rodriguez,Jorge Inspection Type: Final
owner: 9 Work Classification: Door Replacement
Job Address:289 NW 92 Street
Miami shores,FL 33150- Phone Number
Parcel Number 1131010331140
Project <NONE>
Contractor ALPHATECH DEVELOPMENT CORPORATION Phone:(306)216.9161
Building Department Comments
REPLACE DAMAGED REAR ENTRY GARAGE DOOR INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP 255291 CREATED AS
,Fag REINSPECTION FOR INSP 254872 No access
Tap cons not per NOA
Failed
Correction
Needed
Re-inspection
Fee
No Additional irons can be scheduled untH
re4napedion fee Is paid
March 23,2016 For inspections please calk(308)762.4949
Pam 29 of 36
Ifni Shores Vire
10050 N.E.2nd Avenue NW
Miami Shores,FL 33138-0000
Phone: (30785-2204
Expiration:09/1712016
Project Addren Parcel t
289 KW 92 Street 1131010331140
Miami Shores, FL 33150- Block: Lot: MIA ACQUISITIONS INC
Owner haorntaHwh Adm Phone can
MIA ACQ3jSnXM INC 288 NW 92
MIAMI SHORES FL 331 SO-
14251 SW 74 Street
MIAMI FL 33183-
s Phone Cell Phone Valuation: $ 100.00
ALPHATECH DEVELOPMENT CORPO(306)216-9161 Total Sq Feet: 0
Type of Work:REPLACE DAMAGED REAR ENTRY GARAGE D AvailabN inspecdons:
No of Openings:3 Inspection Tye
idonal Info:
Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.80 Invoice# WS-3-164WO
DBPR Fee $'00 03/1602016 Credit Card $50.00 $84.60
DCA Fee $zoo
Education Surcharge 30.20 o3f21/2016 Credit Card $94.60 $0.00
Permit Fee $130.00
Senning Fee $9.00
Tedw*IoW Fee $0.80
Total: $144.60
In consideration of the Issuance to me of this permit I agree to perform the work dared hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conform with the ,d s�menla or submitted to the authorities of Miami Stores Village. in
by Pte ��, P
aoepting this permit I assume responsibility for all work dome by q1thw myself, my agent,servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WIN ,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing info rate and that all work will be done in compliance with all applicable lawa reguiating
construction and zoning. Futhermore,I authorize the to do the stated.
Match 21,2016
Atd xwbhed Skndww.Owner / Applicant /
Corittor lute
Building Department Copy
March 16 1
�,\� Miami Shores Village RECE1'ED
r 16 2216
1A Building Department
1WSO N.E.2nd Avenue,Miami Shores,Florida 33138 Y.
Tei:(305)795-2204 Fac(305)7S6-8972
INSPECTION UNE PHONE NUMBER:(305)762-4949 5T�
FBC 20 i q
BUILDING Master Permit No.W S 16
PrUIUDING
IT APPLICATION Sub Permit No.
❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: �" t Z S-f-
City: Miami Shores QNnly: Miami Dade ZIR:
Folio/Parcel#: is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
m1i
OWNER:Name(Fee Simple Titleholder):
�G cJist'Ctn�S 1044 one#: 2 96-g79
Address: ;� i 5 W -74 54-
City: ( pm% __ State: Zip:
Tenant/Lessee Name: Phone#:
Email: ( /
CONTRACTOR:Company Name: Arf-�� Phone#:
Address: 14ANjt.
City: 1A I V"11 State: Zip: 33!SS
Qualifier Name: Nfn f'` ' kv?,* Phone#•
State Certification or Registration#: C t S j Certificate of Competency#: ,
DESIGNER:Architect/Engineer: Phone#:
Address: City, State: Zip:
Value of Work for this hermit:S Square/Unear Footage of Woric
Type of Work ❑ Addition ❑ Aiteradon ❑ New ❑ Repair/Repiace ❑ Demolition
Desaiption of Work: ( i �✓ Do -^ 2Ed
(gSpedfy
am,
�' 4^,:. •ti�� .;�f'N.f �.� •},,7• .. j3. ���:1'•:.�{.+�y, T:� •; P. ;y r
Subnnittai Fee$ Permit Fee s''f `C ' V CCF$y•�6 CA/CC$
Scanner Fee$ Radon Fee$ - 0 D13PPR�R$a•00 Notary$Technology Fee$ ,Q' exD Training/Education Fee$ `C7y Double Fee$
Structural Reviews$.� Bond$
TOTAL FEE NOW DUE$ -� —
(Rwked02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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.
NWARNING 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 Appikaant. As a condition to the Issuance of a building permit with an estimated value exceeding$2M,the applkant 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 certl}led copy of the recorded notice of commence bust be posted at the job site
for the first Inspection which occurs seven (7) days after the building permit is issued. In absence of such posted notk e, the
inspection will not be approved and a rel7n fee wlll be charged.
Signature (J Signature
OWNER or AGENT R
The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
15 day of � "
� 20 by I S day of '10 ��° .by
who is personally known to ARVIM O�e?�Ar who Is personally known to
me or who has produced as me or who has produced as
Identification and who did take an oath. Identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Z Print:
Seat: 4( F M15N Seal: Wa i # FMI50
F O 2%2019 Bon Oi 2%2018
BmM
MAMN" 111111111W in AM MW
APPROVED BY (110hPlans Examiner Zoning
Structural Review Clerk
(Revbed02/24/2024)
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M I A M I DARE MIAMI`DADE COUNTY,FLORIDA
METRO-DADS FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) .140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAK FLORIDA 33130-1563
(305),375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
Jeld-Wen,Inc.
31725 Highway 97 North
Chiloquin.OR 97624
k
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(AHD),
This NOA shall not be valid after the expiration date stated below. The Whim Dade County Product Control t
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 perforin 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 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.Flon Building Code.
DESCRIPTION•. e�44eld teed''St et E+ g+e-o'g, w g Opaque uusu)�ted Steel poor
APPROVAL DOCUMENT: Drawing No.DC9970,titled"Outswing Opaque Insulated Steel Single Door",
sheets 1 through 4 of 4,prepared by R.W.Building Consultants Inc,dated 9/25/00 with revision#2 dated
11/08/02,beating the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance
µ,.
number and approval date by the Miami-Dade County Product Control Divisi
MISSILE IMPACT RATING:'Large and Small Missile Imps
LABELING: Each.unit shall bear a permanent label,with the marc 5 "or ogo�,eity; to ari
following statement: "Miami-Dade CountProduct 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 t
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 cturer or its distributors
and shall be available for inspection at the job site at the request of.,tbe Buildtne,:Qf t 1.
This NOA revises and renews NOA #00-1003.05 and consists of this page l wei approval document
mentioned above. r
The submitted documentation was reviewed by Manuel Pert 'P.E. AM
0A No 02-1211.13
f i Date:
ry
Februa11,2008`
Approval Date: Januar] 16,2003
t Page 1
JELD-WENS STEEL o n 37-3A4- o
MAX. FRAME WIDTH
OUTSWING OPAQUE SINGLE DOOR 36 Z
STEEL EDGE INSULATED STEEL DOOR WITH WOOD FRAMES O A MAX FRAME 0)
E WIDTH ~
} ,
36-
GENERAL
8 GENERAL NOTES
t. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
3. PRODUCT ANCHORS SHAD. BE AS LISTED AND SPACED AS SHOWN ON � m _ N�
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND a u w
WALL DRESSING OR STUCCO. °D
tN N
4. INOACT RESISTANT SHUTTERS NOT REQUIRED E
o y
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: _ m Q m C^
-.'.FOR WO' WOOD FRAMES- SEE TABLE SHEET t 0
FOR 8'0' WOOD FRAMES - SEE TABLE SHEET t
ARM
6.THE BARRIER FREE THRESHOLD SYSTEM WAS TESTED FOR 2.86 LBS. WATER'
PRESSURE AS PER ASTM-E331. O W O IC S 1
Z
7: THE BARRIER FREE:THRESHOLD SYSTEM DOES NOT MEET THE WATER n
REQUIREMENTS IN 'HIGH VELOCITY HURRICANE ZONES' WITHOUT o
THE REOUIRED OVERHANG. 0
o O Ld
OUTSWING INSULATED STEEL DOOR
(Common to all frame conditions)
Door Leaf Construction:
Face .sheets::.24 go. (0.020' minimum.thickness,
Galvanized steel A-525 commercial quality - AKDO 6'-8" Height
per ASTM 620 with mina yield strength Fyd26,240 psi. 9 2' $�-0" Height cu
Core desion: Expanded polstyrene with 1.0 to 1.25
lbs. density. -5
Construction: CDC
steel face sheets glued to expanded
' s polystyrene (EPS). with steel rails and steelstiles a 6 PANEL EMBOSSED` DOORS
wood lock block reinforcement.
VIEWED FROM EXTERIOR
(SHOWN rFOR CLARITY OF MEW) euro
. CONSULTANTS.
613.659.919.
TABLE OF CONTENTS D E S I G N PRESSURE RATING aATc 9'25 C
.SHEET •. DESCRIPTION WHERE WATER MXTRATION WHERE MATER DWRJRATION SCNE• N.T.S..
t COMM N (GENERAL NO S TYPICALELEVATION REOWRENENT IS NEEDED REauwEum ts NOT NEEDED y »x,i c va•ay,r�At4. owc.sf: TJH
"� TICA CR S SECTIONS dt BI OF MATERW.S -POSITIVE NECATME POSRNE NECATNE `or"I • 'd
�� uuc sr" RW
3 HORIZONTAL CROSS SECTION ' 6'8 80.0 sf 8O.Ooa $O.O .r $O.Ocsf �� pU��,
4 .ANCHOR LOCATIONS IYI:�L fy�
8'O 61 .OP.f 65.Opef ,61 ,Oasf 55.OP.t t •ktu. DC997(
�. i
SHM 1 or
4.51625
Il'E►1
DESCRIPTION
Q
y•. ' U. x 4 w
Wood 0
30 2 e robbet) 2
`J MIN. EMB. 1.15' Head iamb x.4. 6 .w 1/2' rabbet wood
31x es a ager
Escrew e todoor) CS Q Q L
X 4 hood.screw .hin a to frame Z O N
32 x screw with 1.1 min. emb. into sub-buck M
3 1 x PFH screw
5.
10 1 x hol umi m
= g
x . u ble threw d um num -i C J
1 r W ' MU4
16 13
.. .. 4
_ .
17
• ° ! 18
wW
n ,
PFJj—
c m m Nm i -t St"II
1 k % 1
orceman x H
ooil
nto
T ° a 1 1.18 x 1.18 x•94 MDF board
M 0.50 1.69 r anal awes Y zkn v
Taolock r foroement1:67 x A x11. 5
R m io ene; 1. o 1 ��
IL
zd I l ~s 27 Kw ton lock IoQ
a a R .. a• 0 k2 §
• •. R = Xwik n a ries:deodbolt (11661128m
w Yale Heritoaa ries dbolt
screws-V_Latch -1P.F.H.
M w
o O 1 2x wo buck
32 11/4- max. shim spoce
� 0 o i 75' —+• �—
12 • r OPTIONAL
13
j t9 "HANDICAPPED" BARRIER FREE THRESHOLD
�C
`c
R 10IV
fll—tft/�
0.s'
OUTSWING BUMP THR - HO g cowsuu�kkrs.e
MIN. 1.25' 813.659.919:
1 VERTICAL CROSS SECTIO S ate: s 25 c
2 V-E N.T.S.
x:Wr-p-ira-with the owc ar. TJH
cHK sr• RW
6 .
nL�A$ DPAWM Na.k
i•'',::I::wf 7liaAC{ wet OC9971.
(;+ SHEET 2 OF�S
.25' MAX SHIM SPACE
LIT MIN. EM& 31
125' 27cc
2 }m
1 2�
7 S2
v •
INTERIOR
Y21
13 '3 ' ttZ2S.
v.. 23 " , � �Ua
Y
�• •
26 1.73` 5
t 30 16 20 8 t
4
22
17 9
EXTERIOR
32 360' MAX PANEL VIDTH
37.75' MAX. FRAME VIDTH '
�
36' MAX. PANEL VIDTH
1 ,HORIZONTAL CROSS SECTION- 3
00 ®®
`X
1313
S
�a 00 ®®
®® a t
oil Ll U a ��� F 813.659.9i9'I
DAM 9
®® 25 t
N.T.S.J
aD SGIE:
00 - ®® ®®® +ttnr.•rt q c„Kyy7e;.fltk tse mc.Hr: TJH
- i ani•t:�Jt:ic�Cult:
tart"Cv: RW
DPW"90-
Lira ICc6tr!'tttaKt OC997t1.
t S ,
_ :. c: rv. •'W` t-«'., t vx < , ,. -`« i:,' .f ... ,:1:,.•. ,4.. —nFry
7` �,3R�s' 5-,���#�. .rs� �.r ,c*�*,•.aws,,tig� ,4.. .r� ��r a, _" x q,�n - ;� ��µ _
r
3
7 Z
3 Z C
tri
F6' Z z_ 3
7
-• z�?
w
2 3z
G� N �i
7 ® ®
co)Ua
- 13.825' TYP.
® 26' TYP.
IF
��• 17-1/6' �w
31.25' TYP. ' •' ?
j 13.825' TYP. q� p
! B 24' TYP.
A 26 ' Q d7-1l8' 203 �
13.825' TYP. 5.5. 27 1a0' B
31.25' TYP.
13.825' TYR 7 26' TYP.
LM
13.825' TYP. 17-1/8'
Ll
0
68 ANCHOR LOCATIONS 8'0 ANCHOR LOCATIONS
g
OPTIONAL
ti 'HANDICAPPED' BARRIER FREE THRESHOLD TeviLD
- CDNwJLrANTS.
14
a /� REQUIRES 3/16' TAPCON TYPE ANCHOR a1s.J�s9s1a
00 00 AT 6' FROM EACH END & ONE AT CENTER
0 o are: 9 25
s WITH 1.25' MIN EMBED. INTO MASONRY. scKe N.T.S
.. 17 • 7 .:x.:,•cu:Z�i:,ywG9t.e Dm-By: TJH
aur.er: RW
ja i-7 DBA VM Na:
_... ue-, DC997L
wiser 4 or
v„ _ - `k ✓.'. k :Nux$° ,�'n.S�.5 .e.rbr�Yr.+ait4..i:L.m - ^J}„+. - :.b ay.