WS-16-1582 AAA
s ° ioe Miami Shores Village ' 7 `
10050 N.E.2nd Avenue NE {
Miami Shores,FL 33138-0000 3' '
` Phone: (305)795-2204 3 �.� �
�A - 31'3'\ �� �'.. R ... .:•.j` ..'
Expiration: 01/03/2017
Project Address Parcel Number Applicant
10417 NE 2 Avenue 1121360130530
Miami Shores, FL 33138-2058 Block: Lot: LUCKY 13 HOME INVESTMENTS
Owner Information Address Phone Cell
LUCKY 13 HOME INVESTMENTS 8004 NW 154 Street (305)219-8267
MIAMI LAKES FL 33016-
8004 NW 154 Street
MIAMI LAKES FL 33016-
Contractor(s) Phone Cell Phone Valuation: $ 600.00
APC ENGINEERING ENTERPRISES IN (305)219-8267
_.._.. ,.... _.. _. _._ Total qFeet: 0
Type of Work:TO LEGALIZE SIDE DOOR WITH TWO SUPP Available Inspections:
No of Openings:1 Inspection Type:
Additional Info:
Classification:Residential Window Door AttachmentFinal
Scanning:3
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
DBPR Fee Invoice# WS-6-16-60104
$2.00 07/07/2016 Credit Card $ 124.60 $0.00
DCA Fee $2.00
Education Surcharge $0.20
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
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 an'7 F thermore,I authorize the above-named contractor to do the work stated.
If July 07, 2016
Authoriz ignature: ner / Applicant / Contractor / Agent Date
Building Department Copy
July 07,2016 1
AFFIDAVIT
1, David M Dipuglia,will be the only person working on the project at 10417 NE 2nd Ave Miami
Shores, FL 33188-2058.
David M Dipuglia
(305) 219-8267
daviddapcgmaii.com
Signature:
The foregoing instrument was acknowledged before me this day of 20
t.
8y -7 v6
r �L; who is personally known to me or who has produced
As Wentification and who did take an oath.
NOTARY PUBLIC:
Signatur
Print:
SAWY Att 0
Nawy Palk-State of Fbrhta
CWN08ston#FF 915708
Y Conn.ExI)JreS Sep 7.2019
APG Engineering Enterpriees,Inc.
2100 west 101h Avenue Hialeah,FL 33010•l one.(305)885-5371 m FAX:(305)885-5M spcongineoring ftmad.com
Page I of 1
(0 Miami Shores Village
Building Department artment J N 07 2016
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 C7
FBC 20 [4
BUILDING Master Permit No.SA,S
PERMIT APPLICATION sub Permit No.
LA/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/ CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: A/- -0L) Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: t SAAatt q Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):, �L� K !jr'1f_ 7/2 LlPJ fione#:
Address: ���% �(� /r S • Gf h/V 0.2�7
City: m m r► i 1-e;�&f s State: F�' Zip:
Tenant/Lessee Name: Phone#: Z
Email: X(°61-v � I�{�c+v�� fav J'7L/hPh7ff " Ccs
CONTRACTOR:Company Name: fel PC Phone#: 3aS Zl 9`�Z�7
Address:
City:_g State: Zip:
Qualifier Name�G/YI(� 2>l000ti 4, It Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 600000 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: T6 `-eqg /i Z e .5 le -/W o .s'("e 02'1 0011 ?f/ol,r
Specify color of color thru tile: rr��
Submittal Fee$ 0 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
-ictural Reviews$ Bond$ r
TOTAL FEE NOW DUE$ �'I'' CSO
.x02/24/2014)
B,pnding 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.
"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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 7 Signatu R��
NER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of cod 20 A by day of 20,12---,by
2(� 6)6ae tf�'G T�YC who i personally know- to �NP��)®//1 �a✓1 6?_ ,who is ersonall now to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
&Vq
S- A-n
Sign Sign
Print: Print:
;. SANDY ROM R ��. SANDY ROUND
Seal: •?o �''� Nogry PuM-State of Florida Seal: a`iot Romy F -Sto of Florma
Commmw I FF 915708 '• C •FF 915708
My Comm.Explree SeNOW" p 77..20 My Comm.EXPIM Sep 7.2018
,y����.��y1 S •N
�Npy ftoull� ' ,9jF Oln ilpipdW ftough IfftW Nagy Amt
Ik#9tlk�k9t7k7k$ �� ,Ml�llc?k,?k�k�k#Iklklklk�k�klk�k�klklk�k�k�k Ik�klklk�k�k*�k�k�k$$$�k
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Detail by Entity Name Page 1 of 2
Deta
} 3
Il by Entity Name
Florida Profit Corporation
SKY 13 HOME NVF ENTS INC
Filing Information
Document Number P04000167141
FEI/EIN Number 20-2009716
Date Filed 12/14/2004
Effective Date 12/13/2004
State FL
Status ACTIVE
Last Event REINSTATEMENT
Event Date Filed 11/16/2015
Principal Address
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Changed: 01/29/2013
Mailing Address
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Changed: 01/29/2013
Registered Agent Name&Address
RONCA, PAUL
7850 NW 146TH STREET
SUITE 513
MIAMI LAKES, FL 33016
Name Changed: 11/16/2015
Address Changed: 04/01/2009
Officer/Director Detail
Name &Address
Title P
HECT 1CH
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/7/2016
Detail by Entity Name Page 2 of 2
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Title VP
HECTOR, CRISTINA M
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Annual Reports
Report Year Filed Date
2014 01/12/2014
2015 11/16/2015
2016 04/29/2016
Document Images
04/29/2016--ANNUAL REPORT View image in PDF format
11/16/2015-- REINSTATEMENT View image in PDF format
01/12/2014--ANNUAL REPORT F View image in PDF format
01/29/2013 -- REINSTATEMENT View image in PDF format
05/23/2011 -- Dom/For AR I View image in PDF format
05/24/2010--ADDRESS CHANGE I View image in PDF format
04/12/2010 --ANNUAL REPORT View image in PDF format
04/01/2009--ANNUAL REPORT View image in PDF format
04/2812008 --ANNUAL REPORT View image in PDF format
01/16/2008 --ANNUAL REPORT View image in PDF format
03/21/2007--ANNUAL REPORT View image in PDF format
03/15/2006 --ANNUAL REPORT F View image in PDF format
04/12/2005 --ANNUAL REPORT View image in PDF format
12/14/2004-- Domestic Profit View image in PDF format
a rl h n and Privacy Policie
State of Florida,Department of State
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/7/2016
♦ OR i
Miami shores Village
"" n Building Department
ah- 0�� 10050 N.E.2nd Avenue
�LORiIDp' Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
caner
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this eZ1191 day ofAu ,20 1(13—.
By?4C►k4Al_-D AN_( '%N)' who is personally known to me or has produced
as identification.
Notary: ,, ,
SEAL:
F.,140'4@� Not2ry a!uiic$tater of FYofidaSindia Alvarez c MV Commission FF 1587'0
FOFatoExpires
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1
M I A M hDADE MIAMI-DADE COUNTY,FLORIDA
_ METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1107
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.pov/buildingeode
Jeld-Wen,Inc.(OR)
3737 Lakeport Blvd.
Klamath Falls,OR 97601
. . .... ......
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of cotastsuction i11*14d'rifis. ....:.
The documentation submitted has been reviewed by Miami-Dade County Product ControlsWmsien and acoepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other geaswj ere allewed by • •
the Authority Having Jurisdiction(AHJ). 0*0' 0000 0000
This NOA shall not be valid after the expiration date stated below. The Miami-Dade V4' I; Prodtbt Mtrol '•"'
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 maJenal� ails to perform in 0 0 0*0
the accepted manner, the manufacturer will incur the expense of such testing and the.AHj may iphhttli'ately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BO"reserve.%liv right :0969:
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this jv8dlict 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®Energy Saver"Single W/E Outswing Opaque Insulated Steel Door—L.M.I.
APPROVAL DOCUMENT: Drawing No.DC9920,dated 09/25/00,latest revision dated 07/03/2007,titled
"Energy Saver Impact Wood Edge Steel Single Outswing Opaque Door 6'-8"and 8'-0"in Wood Frame",sheets I
through 5,prepared by PTC,LLC.,signed and sealed by Eric Nielsen,P.E.,bearing the Miami-Dade County
Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control 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.
REVISION 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 renews NOA##02-0712.06 and consists of this page I and evidence page E-I,as well as approval
document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No 07-0731.02
An. � Expiration Date: August 05,2008
5,� Approval Date: September 06,2007
t71 Page 1
f
f
Jeld-Wen.Inc.(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. DC9920,dated September 25,2000, latest revision dated July 03,
2007,titled"Energy Saver impact Wood Edge Steel Single Outswing Opaque
Door 6'-8"and 8'-0"in Wood Frame", sheets 1 through 5,prepared by PTC,
LLC., signed and sealed by Eric Nielsen,P.E. •
. . .... ......
. .
•
B. TESTS ...... .. . ......
1. Test reports on 1)Air Infiltration Test,per PA 202-94 000000
•
2)Uniform Static Air Pressure Test, Loading per?A;02-94 •••• ;••••;
3)Water Resistance Test,per PA 202-94 00000• *00000 ••;•••
4)Forced Entry Test,per SFBC 3603.2(b)and PAP04-94 o--. ; *4••••
5)Large Missile Impact test,per PA201-94 " " •• "'•
6}Cyclic Wind Pressure Loading per SFBC,PAYS--M.4 •• •••;••
along with manufacturer's parts and section drawings marked up by Certified•••••
Testing Laboratories,Test Report No. CTLA 395W dated 04-0 f-iW sZgned and.• :••••
sealed by Ramesh Patel, P.E. •• •
"Submitted under NOA#02-0712.06"
C. CALCULATIONS
1. Anchor Verification Calculations dated July 06,2007,prepared, signed and sealed
by Eric Nielsen,P.E.
D. MATERIAL CERTIFICATIONS
1. Tensile Test report No. CTL99008 (CTLA-395W), dated 03-31-99,issued by
ETC Laboratories Inc., for steel samples tested per ASTM E8-96,signed and
sealed by Joseph L. Doldan,P.E.
"Submitted under NOA#02-0712.06"
2. Test reports No. J9906660-001 for"Surface burning characteristics"per ASTM
E-84 and"Self ignition test"per ASTM 1929 D,for polystyrene core dated April
8, 1999, issued by Intertek Testing Services.
"Submitted under NOA#02-0712.06"
E. STATEMENTS
1. Letter requesting renewal to be made on NOA No. 02-0712.06,issued by PTC,
LLC., dated on July 06,2007, signed and sealed by Eric Nielsen,P.E.
2. Letter requesting renewal to be made on NOA No. 02-0712.06, issued by Jeld—
Wen, Inc., dated on July 06,2007, signed by Steve Saffell.
F. OTHER
1. Notice of Acceptance No. 02-0712.06,issued to Jeld-Wen, Inc.for their Series
"DoorCraft®Steel"Outswing Opaque Residential Insulated Steel Single Door-
Impact,approved on 08/08/2002 and expiring on r
0 7.
aime D.Gascon P.E.
ef,Product Control Division
NOA No 07-0731.02
Expiration Date: August 05,2008
Approval Date: September 06,2007
E-1
K
PRODUCT RENEWED
w complying with the Florida
I.�Dr EN® Steel 37 3/4'MAX. OA FRAME MOTH BuildmgCode
36'MAX. OA PANEL WIDTH Acceptance No Q Zoog
B'.8"Q XrINMOOEOPAOI/ESM SWMY84VO Z
9IPACf5W"0b714WUfQC0DIIS'41iY0ODfHAIf A Bs
37 3/4'MAX. OA FRAME WIDTH F
Division
GENERAL NOTES 36'MAX O.A.PANEL WIDTH g I
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDAA ® ® 3 m$'
(W/ ,
BUILDING CODE 2005&2006 SUPPLEMENTS)
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE Lr
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR .=
LOCATION DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYOND DRESSING OR STUCCO
4. SEE TABLWE ALL I ON THIS SHEEP FOR DESIGN PRESSURE RATINGS. ® ® 48' b'a
5. THIS PRODUCT MEM THE WATER REQUIREMENTS FOR 7iVHZ'ZONES.
SEE THE DESIGN PRESSURE CHART BELOW.
a
6. MIAMI—DARE APPROVED IMPACT RESISTANT SHUTTERS ARE NO 60. 961M.967 .
REQUIRED FOR THESE PRODUCTS. 38 1/2 80' OA �
MAX PANEL La
OA HEIGHT �n
PANEL g g
OUTSWING INSULATED STEEL DOOR HEIGHT $
(Common to an frame conditions) 97 9/16' — '' m
Qoor Leaf Constriction: B 8 MAX, 1
Face sheets:24 ga. (0.020' minimum thickness, Galvanized steel A-525 3 vu
commercial quality 0—AKDQ per ASTM 620 with minyield strength y�M
Fy=23,300 Pat. 0
81 5/f
core Expanded pofatyrene with 1.0 to 1.25 ibs./cf density. MAX.
ELI
Panel Contraction:The steel face sheets were glued to the expanded FRAME
potystyrene (EPS) with the wood rafts and Laminated Veneered Lumber HEIGHT
sb7es that were mitered and fastened together with 16go. — 1.50'wire
staples at each corner. The lock reinforcement consiated of a wood tock
block sandwiched between the steel face sheets.
Frame Construction: The frames are constructed from finger jointed
Ponderosa Pine Jambs measuring 1.25'wide x 4.5625'deep. The heed
jambs are mortised and butt joined to the side iambs and attached with
(3) 7/6'x 2'wire staples. The units use an aluminum outswing bump
face threshold measuring 4.675'deep x .75"high. The threshold is
attached to the frame with (3) 16GA. 2'x 7/16'crown wire staples. a a
6'-8" Height (Optionot) •• ••• • • •8'�0"•Heigitf
TABLE OF COTS SINGLE OUTSWING UNIT (X) •0 •: •• IN L 0 I NI X 8
SHEET I DESCRIPTION VIEWED FROM EXTERIOR 0•• �•� •��VI •ED�ROM•EPERIOR
1 GENERAL NOTES AND 8"ARONS TABLE 1: 9 25 00
2 ANCHOR ELEVATIONS AND OEfALS
3 SECTIONS NOTES DESIGN PRESSURE RATINGS) Prepared 6y; SON NTS
4 OPTIO DOOR CONE.URAITONS AND LOCKING HARDWARE DETAIL wlmtE kuttEx a um�nox Retx a N� • ••• • • M.BY: JWJ
5 BILL OF MATTRWS AND UNIT'COMPONENTS POSITIVE NEOHTIVE • i i i 40 (4 • i i �'� cm sw S. SAFFEL
FOR 6'-6' DOORS + 50 PSF — 53 PSF •• • • F�att.ri._"' _4"• • DR4WNa N0..
• •q.cdys.7k*%.cam• PTC LLC DW20
FOR B'—O" DOORS + SO PSF — 53 PSF RoowadM FbrWa 32065Pham:321-690-1768
eve WrAd.a AUVoWU a NIL Fox:321-690-1789 SRW 1 OF 5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
37 3/4- MAX.
O.A. FRAME 37 3/4" MAX. wmpl TRENEWEp
r O.A. FRAME '�j m�o",piying with ffio PimWs
WIDTH I WIDTH I awmu�coae
Auepra�elVoo -0 31.02.
8
8y
M'
6" x SEE DETAIL 4 6" lg
NP• 6" 12.88" 175"
ON THIS SMT • 6" 12.88" I
TYP. TYP. TYP. — TYP. L m �,
_I I_ 7.3 9" t5
13.86" MAX.
1
O.C. TYP. 14.22" MAX.O.C. TYP.2OND IAILl*S TYP. 3nP 26" SFE DETAIL �+
SMT 4 ON THIS �+
81 5/16" — — SEE DETAIL _ _ SHT.
MAX. OA. 3 ON THIS
FRAME 5 1/2" 97 9/16" SH
HEIGHT _ _ MAX.
OA
Z 31" FRAME
6" _ HEIGHT 12" { I
36 5/8" TYP. 9Z
TYP.
W o
I I- 26"
t T1
36.625" 6,P 9 d}
6" 12.88" o
&) -
TYP. TYP. _ TYCL rL,
P.
T 9" �ea
i rr 6" 12.88"
TYP. TYP.
ANCHOR LOCATIONS FOR
310" x 6'8" 6 PANEL DOOR (X)
VIEWED FROM EXTERIOR
12 12 ANCHOR LOCATIONS FOR
/ 6 3"0" x 8'0" 6 PANEL DOOR (X)
I / EWE D FROM EXTERIOR••
I If •• . • • . . • • • g
5 1/2 26 12 26 15 8 •• •i ••i i i :•: •• "dg
" • • • • • • • • • n
o •• ••• •• • • • ••
0
DAM 9/25/00
%P-d ay. SOKL. NTS
8 6 • ••• • • JWJ
artro
11 11 • • • • • •7j6�� • • �'� ani.W. S. Saffey
••i i • •• • 6•jo s•wdee• i a o2glpro w:
DETAIL 2 DETAIL 3 AIL 4 'mak"^ *tom • •
STRIKE PLATES TO JAMB STRIKE PLATES TO JAMB HINGES TO JAMB & DOOR ••• •• Wo 1 321-690-IM �9�
rave a."eord a in.� Fac 321-690-1789 VEY_L O�
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
CONCRETE/
MASONRY PRO- _D
BY es OTHERS ..ccn:,: .':.:::he k7odda
ewldinR Cotta
•a; d<.d ° CONCRETE/ AeceptanceNIt 06
te
a 'a oz
a: :°• •i MASONRY BY ap o08
• ' r OTHERS By
°a a ° .:° a♦ 1 1/2' 1 1/2' IhvLyloa Camtm4
31 MIN. 1 7 7 2 33 MIN.
EMB. EMB.
33 1 1/2 MIN. o. v SEE DETAIL SEE DETAIL
EAB. 1 ON THIS 1 ON THIS
2 j v SHEET SHEET ..`'• z o
.\\M 1/4" a ">. ol 13 7 3 13 �-
18
MAX.
16 S
•s �i
13 7�SEE DETAIL
3 1 ON THIS INTERIOR °'. °'•THIS �'. �. o �� �� " '• bio:
1.75" MIN. SHEET
MAX. PANEL THK. 97 9/16" e•v' :•p. 4
° .• �� .
O.A. EXTERIOR Imo$ O.A.
PANEL FRAME
HEI HT 16 SEE NOTE HEI HT °o•. e e: '>"t' a r `�
3 9 1 ON THIS
SHEET ' •I m
19 13 1.75" MIN. Q •• ,y'; Z
10 ° PANEL THK.
5/8•
' s• '•' v:a. 1 1/4" 29 31 33 11 20 21 34 16 15 20 4 6 8 31 MIO N�BY
d' ' ."• .• s P e MIN. EMB. OTHERS
CONCRET/ r" HORIZONTAL CROMASONRY SS SECTION
BY OTHERS "2 1/2"MIN. 1 3/4" (T'P• INSTALLATION INTO 2X WOOD BUCK}
EDGE DIST. MIN.
VERTICAL CROSS SECTION 0.1 S" MIN.
C—SINK•• ••• • • • • • ••
7
' >` • •• • • • • ••• •
00 000 00 0 a 0 00
I
It a>E 9/25/00
`� % Prepared By: plat. NTS
GENERAL NOTES: � ` f • ••• • � • M.�: �
i. ALTERNATE CONCREfE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISITCS CAN '-- i i i i 0 0 t, • • �'� cra �: S. Salfel
BE USED UPON APPRIWAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. •• • • • • •• •
2. • 0atww0 x0
• • 0• e •rs� •• PTC.LLC DC9920
ATTACHAfENT OF W000 SUB-BUCK TO MASONRY 70 BE SPECIl7ED BY ARCHITECT OF RECORD FOR PROJECT DETAIL • �rc uc
OF WSTAUATION COUNTERSINK FOR INSTALLATI01� ANCHORS Pham 321-690-1788
rI=321-690-1789 Isim 3 OF 5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
000 0 0 • ••• • •
r
PRODUCT RENEWED
n cmnplyi.g with the Florida
Building Cak
AcML=c No '7-0 1,t7dg
By
Dhinion p
5
21 34
® ® ® ®
\ DEADBOL ® ® (QW�57 J
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eL8
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®® Ing
LATCH �, El El
00 ® ®
LOCKING HARDWARE DETAIL OPTIONAL FLUSH AND EMBOSSED DOOR PANEL MODELS
(TYPICAL FOR ALL CONFIGURED DOOR PANELS) (NQT-E. (X) DOOR PANELS NOT TO EXCEED 3'-0" X 8'-0")
•• ••• •• • s • •• ^
a1E: 9125100
• ••• • • • Prepared 8Y' SCnle: Nn
• s • • • • ABY.. JWJ
•e i e • •• i °�••• i Apaw" aa.Bw S. Saffell
• •• f t E Nftl 41J14 • ORAW=NCS
•s • ••• • rrc.uc•• f m LLC D0920
RccMWpt8 copaaa�4 MM Phone.321-6W-1788
rm•o.ot d.a .MM 2MM Ftna 321-690-1789 MM'aF_
• • • • • • • • • •
mw 4.5 625" PRODUCT RENh
US cwnpCT withthe the Florida
1 FRAME LATCH JAMB FINGER JOINTED PONDEROSA RINE WOOD 0.53" 2.19" nc ��o -
2 FRAME H91GE JAMB FINGER JOINTED PONDEROSA PINE WOOD
3 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD 0.38 0.50" 1.25 �j/��
4 4'x 4'BUTT HINGE 12 .BY MOMg /� c�noi
5 NOT USED - 0.14" L/� 0.50"
6 X.75 PFH WOOD SCREWY HINGE TO DOOR 0.53" -�
7 10 WOOD INSTALLATION SCREW W 1.50°MIN. EMBEDMENT S�
8 10 x 2'PFH WOOD SCREW S� 13 COMPRESSION WE)WTHERSRTIP 1 2 WOOD FRAME HEAD. HINGE&LATCH JAMB
9 3116-ITIV TAPCON ANCHOR W1 1.25 MIN. EMBED. STEEL SCHLEGEL O—LON ODS 650 3 FINGER JOINTED PONDEROSA PINE
10 OUTSWING BUMP FACE THRESHOLD BY PEMKO ALUMINUM
11 DOOR LATCH STRIKE PLATE STEEL
12 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL
FOAM 1.67" r-
13 COMPRESSION WEATHERSTRIP �� 8.00" tl�
14 NOT USED _ ii%i%%i ��� �� 4.66"
15 X 1 PFH WOOD SCREW HINGE TO DOOR %/.% 1.25"
16 DOOR STEM FACE SHEET 24GA 0.020 !N. STEEL % %% % 4.041" '•
17 x 2'PFH WOOD SCREW STEEL
18 DOOR TOP RAIL WOOD O OOUTSWING HUMP FACE
�MIRESFIOLD tic19 DOOR BOTTOM RAIL WOOD 19 WOOD BOTTOM RAIL 10 NUM +
20 DOOR HINGE&LATCH STILES LVL 8L Q
21 LOCK BLOCK FOR 6'-8'DOOR FINGER JOINTED PONDEROSAPINE
WOOD
a
22 NOT USED o
23 NOTUSED _ r-1.73 R
24 NOT USED
25 NOT USED
�� m $9
26 12 x 3 PFH WOOD SCREW STEEL 2.04" O � � � � �g
27 KWIKSEi 17TAN SERIES LOCK 200
28 KWIKSET TITAN SERIES DE40BOLT 660 SI`EEL O O 2.17" �� m• 3 9
29 8 x 1.50 P.F.H. LATCH SCREWS STEEL o i
30 2°TWOODD SUB BUCK WOOD 0.097SED "--J�--- �_,4"_� L O
32 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENS BY JFJ.O—WEN FOAMHAGELSHR WIT HINGE O DOOR LATCH
33 SHIM 0.25'MAX THK. HIGH DENSITY PLASTIC OR GREATER — 04'x 4'x 0.097'THIO STEEL 11 STRIKE RA7E
34 LOCK BLOCK FOR 8'-0'DOOR FINGER JOINU PONDEROSA PIN WOOD
1.08" �F--
O
11.875" r 1.67" �1.67-1 �1.67
" 2.67"
DAL VARIES WITH %/.
HARDWARE USED
j�%/.%
• O
Ott • 1/ WOODOA RAIL i L�O 1 12 BQ TL RS ATC l
•./
mh: 9 25 00
ftmd&f. SCALE Mrs
• • • • • • aro.BY: JWJ
••i i • •• i n 6/�•o i —" cm W. S.Saffell
15 WOOD LOCK BLOCK & • N AWM Na:
••• i• i•1�P'rc u°c. • M.ac X9920
112 o. inw aaav PFmc 321}1>91� staEr 5 of 5
Or • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 000 0 0
-011
— FOR: LUCKY 13 HOME INVESTMENTS,INC. 1 1
IBOMBARY SAVE FIEF DATL01-08-2016
SCALE:I=Z0' PROP.ADD; 10417 N.E.2nd AVENUE,MIAMI SHORES,
J FL 33138
� 1
LiO <
LL • •
r,15J
CERTIFIED: . . .
LUCKY 13 HOME INVESTMENTS,INC. .• a .••' •
MASTERS TITLE,INC. 00i;99 00 ' 0000
v < FIDELITY NATIONAL TITLE INSURANCE COMPANY.
L •••••• ' •
•... .
r, •
e••• ••..
o '.I < s •
d •••••• ••• • ••••
•••••• '•i e••• •
y ••••e• •
LEGAL DESCWTION: • .
LOT 11 BLOCK 120 ��' ri c. C) .•.•
ConI ~ ,AN AMENDED 91Y'fVTraffl
•
Pole J 130.00' 6'C.L.F. c LOT: 12&N23' of Lot 13 BLOCK: m
120 SUBDsroRQ
N: SECN No,� OF MIAMI SUORES
c ••
LL
40.00' 50 6'Wood F. J < PLAT BOOK: 10 PAGE. 47 OF: MIAMI-DADS COUNTY,FLORIDA.'
CL CD
90°Z2�y o Conc. a °01
m z Z _ 0°' 50'
CD _ 53.10'
0 0 LOT 12 BLOCK 120 8 ' SURVEYOR'S NOTES:
LU cV o F L 1.)THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE
t� ' DESCRIPTION FURNISHED BY CLIENT.
W Qy 2)UNLESS A COMPARISON IS SHOWN,ALL BEARING,ANGLES AND DISTANCES SHOWN
7.1 O a^- p p ARE THE SAME AS PLAT VALUES.
Z m I m 17.30' ?S 3.)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER
RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME,IF ANY MAY
a } NOT BE SHOWN ON THE SKETCH.
>. W 4.)UNDERGRAUND PORTIONS OF FOOTINGS.FUNDATIONS OR OTHER IMPROVEMENT
w t1:V 3'Til@ B -! ® WERE NOT LOCATED.
Q L (9 0) PL Z o Q N 5.)FENCES TIES ARE TO THE CENTER LINE OF THE SAME.
o p o o t<W k0 Scr p $ 5.)WALL TIES TO THE FACE OF THE SAME
t- ¢ aE — m o c N y O ao P 24.00 ♦ 1� 7.)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM t U
o p n, co O W y ti I ® (1929)UNLESS OTHERWISE NOTED.
CD &4nl C O. V Tile Z W p f 8.)THERE U ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN.
Go iV m of PL 00' C 8.35' 14.40' ti Tile Concrete r: z 9.)THIS SURVEYIS FOR,140RTfiAQE PURPOSES ONLY,MOTTO BE USED FOR )
LL j 29.89' 8.65' i r — -�-' CONSTRUCTION PURPOSES.
16
r � �
c v - _ (FLOOD ZONE INFORMATION)N ..
ZONE:X COMM:1206.52 PANEL 12086CO302 SUFFIX: DATE:- -191-2009 BASE N/A
o0 o NOTE:DETERMINATION OF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE.
w PL 29.00' 0D The North 23 Feet o ao N/A
29.91' o of Lot 13 Block 120 N N NOTE:ALL BEARING HEREON AR-3 E BASED TO THE PLAT BEARING OF
ON THE CENTER LINE OF PROPERTY LINE.
p ���GJ N h kv u N 900' , e 0
p 9° r" c 00' r EASEMENT VIOLATIONS: ❑YES Qg NO
Z 6'&9dF. APPARENT VISIBLE ENCROACHMENTS. 13 YES NO
40.00' 130'0' - iv
0
V o J 4'C.L.F. `n U o COIIfENTS:
o
Remainder Lot 13 o ABBREV/ATIONS.
BLOCK 12 Z=
SWK=Sidewalk,CBS=Concrete Block Structure,CLF-Chain Link Fence,
PL=Property Line,DUE=Drainage Utility Easement,IP-Iron Pipe,
V)%n AIC=Air Conditioner Pad,P/C=Property Comer,DM=Drilled Hole,
+" (L 0 W/F-Wood Fence,RES--Residence,CL=Clear,IR-Iron Rebar,UE=U81ty
�� Szldw�e� P
.wa �. � �OD� Easement.CONC=Conc.Slab,RIW=Right of Way,DE=Drainage Easement,
° So I Yv12 a CIL-Center Line,O=Diameter,TYP=Typical,M-Measured,R=Recorded,
(3 (, ENCR=Encroachment,COMP=Computer,ASPH=Asphalt,N/D=Nail&Disc.,
S-Set,FFE=Finish Floor Elevation,O/S=Offset,P/P=Power Pole,
OHP--Overhead Powerline,WM=Water Meter,WPP--Wood Power Pole,
E.M=Electric Meter,M.F=Metal Fence,P.F.=Plastic Fence,D.M.E=Drainage
N.E. 104th STREET Maintenance Easement,C.M.E.�anal Maintenance Easement,LM.E.Z.
Maintenance Easement,M.E.=Maintenance Easement,B.C.-Block Comer,
P.C.=Point of Curvature,FND=Found,NO ID=No Identification.
GLI�`�`�
D MENSIONS INC.
�.
Land Surveying Services
OFFICE: I DAVID L. FUT16H
14770 SW 43rd WAY, REGISTERED LAND SURVEYOR#4843
MIAMI F� 33185. STATE OF FLORIDA
PHONE: (SOS 512-4225 LB#0006874
FAX: (305) 512-1914 Note:Not Valid Unless
Signed and Sealed. SHEET O F
DOOR REPLACEMENT
10417 NE 2"D AVENUE ENGINEERING, LLC
MIAMI SHORES,FLORIDA 33138 SMctwaYCM Design-tnspecrtons Assessrnenis
i5glop D wfrxp-Cuwhjc?bn Ftrhagemenl
Date: September 12,2016
ws-6-(6 )�
'
02
Permit No: WS-6-16-1582
Reference: Wood buck for exterior door replacement
10417 NE 21 Avenue
Miami Shores, FL 33138
To: Building Official
10050 NE 21d Avenue
Miami Shores, FL 33138
Atm.: Mr. Ismael Naranjo
Building Official
1 am registered engineer in the State of Florida with an active license. This letter is to address the
required wood buck for the legalization of an exterior single door at the referenced residence. The
work completed is in accordance to the Florida Building Code 51 Edition(2014).
The legalization of the exterior door includes a single Jeld-Wen large missile impact door with
NOA#07-0731.02,which has a maximum allowable rating of+50 psf and-53 psf. During the re-
installation of the door (36"x82"), a Ix wood buck with a 2x wood is necessary to be installed,
which are required to be structurally connected to the surrounding structure.
For the maximum pressure rating for this product, and size of the opening, the Ix with 2x wood
bocks must be secured to the structure with a '/2" diameter expansion bolt with a minimum 4"
embedment every 12" on center and no more than 4" from the corners of the opening. Once the
bucks are structurally connected to the surrounding structure,the door can be attached to the bucks
as depicted on the door's product approval.
Should you have any question retarding this information, please do not hesitate to contact this
office. ,+,, Wt�Y440
Sincerely, �►`� •.•'•b%C E NSA% i,
Oft ;• Nc 03909 •; IS
Luis M. loa,P.E.,S.I. '.1.,;ilNot AL�too
Civil\S ctural Engineer fm
LMU gineering,LLC(CA#27403)
State f Florida P.E.#63909
194 0 SW 2nd Street
Pe broke Pines,FL 33029
lulloa@lmuengineering.com
C.C. Addressee
C.C. File
LMU Engineering,LLC
19460 SW 21 STREET•Pembroke Pines,FL 33029•Phone:(305)804-8819.lulloa@lmuengineering.com
Page 1 of 1
DOOR REPLACEMENT IEE!M
10417 NE2ND AVENUE ENGINEERING, LLC
MIAMI SHORES,FLORIDA 33138 S Imlm x!00 Design bmp ans-AS".SMMIS
a�aorM-sPa�r errx�s-.^ gin n�rn �,r
Date: September 12,2016
Permit No: WS-6-16-1582 ✓ (::t
Reference: Wood buck for exterior door replacement
10417 NE 21d Avenue
Miami Shores, FL 33138
To: Building Official
10050 NE 2nd Avenue
Miami Shores,FL 33138
Attn.: Mr. Ismael Naranjo
Building Official
I am registered engineer in the State of Florida with an active license. This letter is to address the
required wood buck for the legalization of an exterior single door at the referenced residence. The
work completed is in accordance to the Florida Building Code 51 Edition(2014).
The legalization of the exterior door includes a single Jeld-Wen large missile impact door with
NOA#07-0731.02,which has a maximum allowable rating of+50 psf and-53 psf. During the re-
installation of the door (36"x82"), a Ix wood buck with a 2x wood is necessary to be installed,
which are required to be structurally connected to the surrounding structure.
For the maximum pressure rating for this product, and size of the opening, the lx with 2x wood
hocks must be secured to the structure with a %2" diameter expansion bolt with a minimum 4" I
embedment every 12" on center and no more than 4" from the corners of the opening. Once the
bucks are structurally connected to the surrounding structure,the door can be attached to the bucks
as depicted on the door's product approval.
Should you have any queM ,ding this information, please do not hesitate to contact this
office. ,����JMS G
Sincerely, �` ;• �' F•••. �'��
No 63909do
•:
E OF •:4/
Luis .Ulloa,P.E.,S.)<�h11NA11 11%���
Civ' Structural Engineer
L Engineering,LLC(CA#27403)
to of Florida P.E.#63909
9460 SW 2nd Street
Pembroke Pines, FL 33029
Julloa@lmuengineering.com
C.C. Addressee
C.C. File
LMU Engineering,LLC
19460 SW 21 STREET a Pembroke Pines,FL 33029 o Phone:(305)804-8819 lulloa@lmuengineering.com
Page 1 of 1