BP-04-1538 Miami Shores Village
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(05-
BuildingDepartment
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p
10050 N. Florida 33138
Tel7ir
56.8972
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
FBC 2001
Permit Type (circle): Building *1 Electrical Plumbing Mechanical Roofing
Owner's Name(FeeSimpleTitleholder) 'y�� 1-011-11-210S �5 Phone# `75(L) - 00 O-3
Owner's Address QC) )At ��
City N►I M1► JAD R-'E State 7L Zip 3313
Tenant/Lessee Name Phone#
Job Address(where the work is being done) (0- b F- "1_i ST,
City Miami Shores Village County Miami-Dade Zip 3313
Is Building Historically Designated YES NO X
Contractor's Company Name JS 0L, ADhA C- C(pNt;V. Phone#
Contractor's Address_ j662_ FEIZbSLr}/\/b
City CI NZAL }��,C-5 State P/. Zip
Qualifier A.041.jA X 1,65 Zt�Q.c/
State Certificate or Registration No.�� 00 1���- Certificate of Competency No.
Architect/Engineer's Name(if applicable) Phone#
00 ... _
$Value of Work For this Permit 1 600 Square Footage Of Work: 71 µ <
Type of WPOmAldditibii ,•"r on Fl Repair/12eptaC— golid6n
Describe Wo kr T-QA
rRAM� "' r'ts-r."' L ��Au/PrtIItQ Sn56 L 9wyTT�-rzS flJ,l bO`T .
Submittal Fee$ 00 Permit Fee$ _ CCF$ 04 CO/CC
Notary$ C— Traiiiing/Education Fee$ n Technology Fee$
Scanning$ Radon$ ?__111 Zoning Bond$
Code Enforcement$ Structural Plan Review.$ ---
Total Fee Now Due$ ^ �U pd Cr-.# 1,,�0 E,J
Continued on osite side
( PP )
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable) r ` �
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 pproved and a reinspection fee will be charged.
Signature iu� Signature Vl�'
Owner or Agent Contractor
The foregoing instrument,,(was acknowledged before me`this The foregoing instrument was( (acknowZ09T
elfo're me this a3
day of lx�V , 200 ,by {�1O V W 11G S_, day of dVP I e l�20 g4,by ' WI�SD�1
who is personally known to me or who has produced DL who is sonally kno to me or who has produced
ification d who did take an oath. as identification and who did take an oath.
°S
NOT Comm
Print: W.W1>1� NOTARY PUBLIC:
No. Print: No.00 owl
Go 41
Sign: j our//�o Sign: to IN-N.W.-Am
N- .W.- r
Ci
My Commission Expires: I My Commi t ioMr
APPLICATION APPROVED BY: NOV 3 0 2004 Plans Examiner
Engineer
O/ Zoning
Chc 05/13/03
Miami Shores Village Building Permit
10050 NE 2nd Avenue
Phone: 305-795-2204 Permit Number: BP2004-1538
Printed: 12/1/2004 Page 1 of 1
Applicant: NEY COLLAZOS
Owner: COLLAZOS NEY
JOB ADDRESS: 60 NE 99 ST
Contractor ASSOCIATES HOME CONSTRUCTION Contractor's Address: 1232 FERDINAND ST
Local Phone: 305/266-6974
Parcel # 1132060131060 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOT 5 BLK 8 LOT SIZE 50.000 X
Fees: Description Amount
FEE2004-12034 Building Fee $120.00 Total Fees: $88.80
FEE2004-12035 CCF $0.60
FEE2004-12036 Training and Education Fee $0.20 Total Receipts: $0.00
FEE2004-12037 Technology Fee $3.00
FEE2004-12038 Scanning Fee $15.00
FEE2004-12039 Submittal Fee ($50.00) \ �
Total Fees: $88.80
Permit Status: APPROVED Permit Expiration: 5/22/2005 Construction Value: $1,000.00
Work: REPLACE FRONT AND SLIDING DOORS WITH ALUMINUM FRAME DOORS. INSTALL GALVANIZED STEEL SHUTTERS ON
,OFA
�
1041P
Signed: (INSPECTOR)
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.
l
Signed: (Contractor or Builder) BY:
GO NES
5
38 x �
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1 120. 02
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1N1AN II-DAD£COUNTY,FLORIDA
MIAMFDADE hiETRC-.DADE FLAGLER BUILDING
w 140\\'EST FL,IGLER STREET,SUITE 1603
BUILDING CODE COMPLIANCE OFFICE(BCCO) wt1AM1.FLORIDA 33130-1563
PRODUCT CONTROL DIVISION (305):15-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE NOA
New Age Windows & Doors
7196 NW 77 Terrace
Medley,FL 33166
SCOPE:
This NOA is being issued under the applicable
b s M a mi-bregulations governing the use .:�f ade County Product Cont:bl Divltsion and accept d
ction materials.
The documentation submitted has been reviewed y
by the Board of Rules and Appeals (BORA)to be used in Miami Dade County and otht:r areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-DaCounty)
r
;IeCounty Product Control
to
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade the rig
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 jurisdictio'1. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control :)ivision 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 th:: High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTIO: Series 11100" Aluminum Outs++ine Door�+/ Sidclitcs
APPROVAL DOCUMENT: Drawing No. 11'02-13, titled "Scrics-100 Alum Out-s%v ng Door w/ Sidclitcs",
sheets 1 through 5 of 5, prepared by Al Farcoq Corporation, dated 2/13,02 \vith rc\isic n on 9/4/02, signed and
sca}cd by Huma;o' n Farco" P. ., bCarin,, the �Iian;i Dade County Product Control f,ppro\'al stamp \\i:h ;hc
Not:cc of Acccp;a•.. ccr npp
rO\ d D 'c� CO'.1niV 1,-OC,.ct co itrpl DI\";s?On.
\jISSII_EILII':QCT R�T1tG. �orc
a cr 'oo, c•,•J s
LA13ELING: ^d
f0l110 --g st3tcmc:-.,: ' �..z7, d Co ? c c Co, :rol
�0., , :c:.c �:cr a rc ,ev�al a piicc,:en has o-C.17 ;:1: d and there 'J.--s been r�o
RFNE11'AI. of .,�•is cc. s
^i.
cha ^C in the pr ca'b1C CpdC ^C� 1
^
t ,c era r :cn dare c- if ihC-e 'res 2cc a rc\:sion O" chcnge
TER�II�.-�TIO� of:..'.s �'O.� \ ,; ccc•..• a.... •-
- ocCss. \`.isus. of;his a ndorsc:"C'-t et an
o: �: p- �o ns y'
materia's, use, Cr r-_., ih,e e ^
s'- n':cc,, 'c . 's 1<0A. Fuilurc :o con-.ply
product, 'Or sn'c_ 2d\C cr n •v 01`c- _ cscs c� ,
`'CA
yvith any sectio-, of t:~.;s .
:hc ,t ords \l:an : )] d. Cc l :y, Florida nd :'o'.lc\\Cd by
AD`'ERTISEM E\T: T`.c \O:� n M.bcr receded by l f is^l. \, a „-,cn 1t shall
13%Cd In adv: „51 'T 1 crn ���r nnrt:O d E 3 Cu,
the czpiration d3'c' - c.- _
be done in its c7tf7ciy.
ISS of: c^,ire \O.\ s'-.nll be pro\;dcd to 1`_c user by i .c mnnu l'-:cturcr or its dJs;rib�:crs
INSPECTION: A cope :-.:s
and shall be a�ail�b;C fcr inspect:o:� at thc;o'b sire nt the rcc�cst of;
d n'bc\
This N0A eonsis;s cf tris r22c 1 as \yell as appro\'a1 docun":cnt .c. 0rce.
The submitted documcn;a:;on was rcv;c\\cd by Theodore Berman, P.E.
02-0801.01
o ' E\piration Datc: N'ovcnibcr 21, 2007
— Approval D2lc: .No\cmbcr 21, 2002
P2gc 1
---- --------------
SINGLE
---- ------SINGLE (X) DOORS
IU'
FRAME wIDIH 12 - DESIGNLOAD CAPACITY - PSF
77' _ J_� _T DOOR SIZE DOOR 30- SIDELITE 98" SIDELITE u
0 3
DOOR wV0ti, [uT. (.) INt. (-) EXT. (.) INT. (-)
21 7/8' 7
y
2J )/e' / 23 7/8' �__-___�, _580 83.5 58.0 83.5 58.0 9 O
75. � o 0
23 7 B' [-D.l O. D.L 0. 7 .-l - 6/8 O
O.L.O. ~-O.l_O -�-__ _ I____ _____ __I 1/0 56.0 69.6 58.0 69.6 56.0 69.6 I C
_--- i------- 2/6 / 58.0 79.5 58.0 I 79.5 58.0 77.5 104 R v
A I �� I I``' -f_h. � J/0 I 7 0 SB.O I 66.3 58.0 66.3 58.0 66.3 IpO.,
- 0 69.6 55.0 69.6 58.0 63.3 'R=
7 I
9/0 SURFACE APPLIED 1/0 I S8.0 58.0 58.0 SB.O 56.0 58.0
n Iz
FALSE MUNtXX)INS �c
MAY BE USED DOUBLE ( DOORS O c '
DESIGN LOAD CAPACITY - PSF O
N O O
N
DOOR SC DOOR 30'• SIDELITE 38 SIDELITE L...W��
u _ u. _ z
G li i
F i//" I wfon, HOCHl Lxt. (.) INT. (-) [xT. (,) INT. (-) [Xr. (.) INT. (-) W i y
75.9 Q 3
B .i IN�ACTPVE LEAF aC71ve LC%t I 5/0 I 6 6 -56_0 83.5 58.0 93.5 se.o
--- ----"T / 56 58. 580
.0 69.6 0 69.6 . 69.6
6/O
58.0 I 79.5 58.0 79.5 58.0
u o /TIB „TEMP. }Ir S/0 7/D _ --}
6/0 I SB.t7 1 66.3 SB.O 66.3 58.0 66.3
5/0 58.0 69.6 56.0 69.6 58.0 63.3 \ 0
8/0
58.0 58.0 58.0 56.0 58.0 58.0 D
II ry I 222XXX555 y W
rl;' APPROVAL APPu[s To sD,cLE (x) AND DOUBLE (XX) LEAF DOORS (fin
K',k WITH OR WITHOUT SIDE LNES. `''
THE SO[tTTES CAN BE AT ONE SIDE OR BOTH SIDES OF DOORS. K 0=� o
DOORS/IDCLITES GLAZIED WITH 1/8' TEMPERED CLASS NOT RATED
I II, FOR IIAPACT AND REQUIRE PROTECTION DY IAIAIdI DAOE COUNTY 7 W o
_ Q 1u UJ. /•�'! - APPROVED IlAPACT RESISTANT SHUTTERS. 3.
-I Z
THIS PRODUCT IS DESIGNED 10 COMPLY WITH THE HIGH VELOCITY HURRICANE W rp J
v O
1O,,C Of IHC 7DOt flOR10t BUILDING CODE.
t2' MAX. TYP, I I L[N w*T,+ I+LXD/L•tL CORIJE f+S ALSO FOR v. D LOADS AS PER ASCO 7 USING CORRCSPONDMG LOADS. Z n
NERD/SILL WOOD DUCKS DY OTHERS. MUST BC ANCHORED PROPERLY TO TRANSFER
�fIVSH BOLTS
AT LOP/OOIIOM LOADS 10 111E STRUCTURE.
II EI G IITS: �PIrnL ELL�'nT Qr) `-_C SHUT J cpACCO AS SNOwN ON DETAILS. i
A'J!I4'R5 SHALL PE A5 LIST[D,
HOMwu H['eHT (R/J/[ HUr.Ht I LEAF H[Ia+T ( OxxO ) Ar:CH,J F+ CI:9C O!:F NT 70 9ASE Q.T[RIAL SHALL DE rEYOND WALL I �
6/8 I 80' 78 TESTED UNIT OeEsSc�G u!t ciueeo. ::
7/p 8�. B2• ExTER,OR v,[- ANCHORING OR LO�DING CONDITIONS NOT S,f Q':�N IN THESE DETAILS _o Y
9. aRC NOT PART OF THIS
APPROVAL. �.
8/p 96� _
SEE °`=ET < FOR ANCHOR LG_=TION OF
WIDTHS'. oTn=wi CONFIGURATION5.
NouINAL w,orH I FRAME w,DTH I LEAF w0l" -
76-, -
3/0 lX) 36' 3.-t/.' \ \_,/n- Iru1' cLtss
5/0 (X•) 60' 76_1/a -
6/o LXX) ic
72 3.-T/�' ` pt0 x I-+/Y
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C>x xo I IN, /
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APPR v_LnSQr,fI�QRATI N
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- _____ .. TYPICAL ANCHORS TYPICAL A/IC,lyr`. F{LI AL ,IHUCIuaC`, `) —_I
TYPICAL ANCHORS IBAL
P SEE ELM FOR SPACING IBP .CC IAIV. IlM ,rAUHC (CILCL Ott UM. 1/8' uul, fIuCK) _
J
SEE EUV. FOR SPACING WOOD BUCK WOOD BVCK ^la ;TC[L Fy - 16 Y:I MIH. I,1 I'sj
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It \ ! Uri _:All
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po z 1-1/7• ^!, IVU UVC r:S NUI Di NLW ACC, 11VS1
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I" AT 6• FROM CORNERS1"LI� V
AND 17• O.C. f ' I1V (fU lUl JC ;Iuuc IUuI:.
__
I ♦ J _ `" Il_I_'I(i,Al SKl_II(1)�ti: SCt ELtY. roR ,PACING
7 1,410 7GY WOOD DUCKS OR VlOOD STRUCTUfdS I x
I-�/tl L1IN. I'LNCTRA+T10N INTO WOOD P I O
THRU IDP WOOD 11UCKS INTO MASONRY OR DIRECTLY IN10 MASONRY
I'10 I OQ i
1_1/qIN
' IAIt J. EIAIICD TO CONC. OR IAA50"rf
u
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J o u:TO IAL-TAL : JRCSTRUCTLT 4
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USC •FECOIiA `.faL1,NT (COLOR 10 L+A1CH A!U1.111J UTA fVll$r1) AT N ,p
O Ir. . �1 I'CRIIAIILH OF LOCK. AND LIVER 11l.!JULC, COVLR VIhIES, - U.CAS
L �- {` Z ns
I'.;IALIAIIUN SCIiCWS, K�.NCL SCL.L+S, FRAML COR!JEFiS AND
114 L; I:f'U ON 1111 CX1CFiIOR. —
- Lor.,: IPJ If Hun,! <T ..1/!;" IRr•u. C:-U, Er:D AuD
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SELF DRILLING SCREWS n S)
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AT 6' FROM CORNERS ILI•.I1111 III.A'.'. I{vUJ II FBF n�.rJULC •:u0 UNI OORR[ArJ PAS`,AC C' I•-';u�;.
AND 17. O.C. __
i -1 "I- 11{1,x.1 I�IIIlU1.1 111J II;I I.IriLll( I.NL, 1.�1!ItiUl{ VI' IACII llA1 Iyll�t.l= J i 1
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I TYPICAL ANCHORS ! r•11..I 11.J<Yr..1u�C�ullul
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TYPICAL ANCHORS }o SEE ELM FOR !.PACING U.. L�F /�?�r.+.I• J
SEE ELEV. FOR SPACING ('�, /! /fir ' -- -
tIJ_l=-�="/� seat ?or S )
TYPICAL ANCHORS
SCE ELM FOR SPACING
I
AI
1BY OR ?BY _ FLUSH BOLT OPERATOR z JI
WOOD BUCK 1/1 Dv. ON INACTM LEAF IO o n n
/10 % 1-1/2' i1a PO) 11,11 Bou ,��,II '
SELF DRILLING SCRCWS (' O IOP d BOTTOM CF., RUSH BOLT OPERATOR )--` OI
1 F 1 AT 4' FROM CORNERS 1� OF EACH LEAF ON ACTNC LEAF iG< ul
E \./ AND 22' O.C. .----� -- "
IN-ACTIVE LF ACTIVE LEAF is
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00
E� `I L) � g
t2. I�Z��o
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-LEAF wiDnT LEAF WIDTH O O I
SIDEUTE WIDTH -� -.._._. ------ ; O a
O
If THRU Z n c
1BY BUCK
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TYPICAL ANCHORS f`
SEC FLEV, IOR SPACING j W 3
TYPICAL ANCHORS g Q Z ^
SEE ELCV. FOR SPACING O 1/A'
K �
� SI/IM SPACE �OI 88-
1/4' MAX. I.I 1 Z n Z
SHIM 01 Y
AC1IVF. LEAF I �.
AC'T'IVE LEAF
9 z z
2JY!
I LEAF WIDTH
1 FRAME wIDTH
-- _ c
��RUC�V�IES � i
1 F A^prvad. y1.1nE wail IAe $ y a
' OU1 r1.,au u'j
Dr,� 11.N it o
nuAll-_ aFo�.nq no.
Au.dlu.aerloa�T+CaI^I W02-13
by -Y� •-
sheet 3ol 5
\ NCOD. DISC RIPTION MATERIAL YANr./sUPPUCR/RE"I"
_ PLASTIC CAP ITr4 / PANT / —---- — h
4�� 1-- !RANI HCAf7--_--.—--- 606)-13 OCK.Dz
1 vs-.leoE o
(HANE AANO 600)-T7 INOALCI
7 C15-.1]19 7 606)_1! tlCN.W
.062 �( 1 IRAN[ 9u
SS VASNCR (� J _a]el_ .--_
1000 a GA11-aJ9;7 I/ 1'A74CL lop AHO tlO1T0M RArL 606)-/3 WDALC]IZ a
1_ lsoo — -------_ -- — O °
/� _-- - Pm4EL DOOR LU.r STILL 60E)-i5 II+DALCx I--'
5/16' DIA % 2.6' LROD 'n - f S Gu+-.]S]6 — 606)-T5 InOAlC% tj
SS RDD p WS-.IW2 / Pu+CL ISI RAGL a
GL/.ZWG ..SERI 606)-T5 IHDALLx Gl' O R
.627-^^ L2.D06 2.187 :.115 ! _7 WS- _ O ANCHOR LOUIIOHs 0
FRAME HEAD JAMB ANCHOR PLA�l.1)R ()I LONG)
L --—-- — O ANCHOR LOUT ONS a 0 I
194• M I HEAD/SILL ANC NOR PLAIC () LONG) O V1 +
6 POC KCI FILLER 6063-T5 -
r�1.S00� .s00 rI 711 I ; ' �S$ VA:HCR _9 CIS-.7E1.1 - ~
.155 j\ I — E063-16 tnDN.C% v Z 8
10 GAN-1171E ]/ PANEL NTNG[ 6063-15 8[N.DA L.ln O
1780- 11 G$-.1721 AS ROOD. NUNTIN
ALU—Uu
i7 O
.8 x J/4' SHS - _ AS REOD. ROLL FORMED CLAIINU
G BD ¢h
a/ NINGC $S VASNCR 1]——— - 311,
AS NL OD. ASSCN8LT SCRC`S
PL ASIIC CAP PA7+CL SUPPORT PLATE (1.3z 7.5 z .2507 NI'LON L..W R
l — /
IS I 4/ PN+EL ]/e LOCKNUI PL.IlEO VEIL - .).7 Z h 1
4000 3 Soo --— STEEL
HINGE 16 _JI 2/ 1'ANFL )/e' 7NR[ADCD Roo
.077 11 FP-]e9A I - OULB WUT/1[RSIR_PPN+G
1922. L —'e (P-S 1 1-- —_ DULR WFATIIFRS7 RIPPING Nen - ^
123 lC a
.610 _� 12'
I fn
, O
Ir--'tI
I 1 1 1 O o
FRAME DAUB � O
A5IRAGALR
--z.o71
x.750
1 0 r to
1.500 I 0.097 TTP. Z n
1 OR _ 3
1.749 h o
--� n
a6z Trr.—M1-7 i'^ -- oR d w; I
Q2
FRAME SILL 4 000 n 3
r1.56��
DOOR LEAF STILE II •NI --_— _ ��
094
L250
.Ob2 1lP
OEZ II
]500 .592 cI^ I L-1 I� ��
4.070
slm s vIA I
.875
—1.687
HUD/SILL ;,NCFIOR PLATE
—� II ---------I �—
DOOR LEAF HUD h SILL
.j ,P.765 I I ___- I^ 6- IAA%TYP.
TYP. �-
(1.553 I 17__M _liP'_F�---- - __ 11(tD SILL nUD/`+ILL CURNt F$ I�
•I 1 I HUD/$ILL CGHNCIiS /
.6171-- .787 �4.R.� Y..
L3'DOA ANCNUR LOCa]IGN: o
A•lCHON LOCATIONS
062
1.687 JAMB ANCHOR PLATE SIR'JCIL�NCS � = I
ru v[ 11[5;7 0 1 D
GLAZING INSERT j� nl.p!
I I.nJ.IIu�J.n y�lr � Y 6
.365 FlL
—�_� 6 1 tiontcl�1
eel r .500 '(I l _/ NUAtr�L�
f ' oroanq Do.
I 250 Nu.nI D1J4 t FMdw CAp1°t
_[ 1600 t,7 �.K.- W02-13
.els Ilhltl6,, ..(,
_T 3500— SNett 401 5�
.531
HORIZ. 61UNTIN POCKET FILLER
BOLT GUIDE
t-I/2• x 1-1/1" x 1/0'
ALUM ANGLE. 1-3/8' LONG -- --I�
■10 x 1/2' SMT10,
io
�a► I '���- �I?,_I;L TQP_C(DIMP
CORN
i SIS LITE
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MUNTIN GORNfR D1i l -_- ----
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MIAMI-DADE COUNTY,FLORIDA
E¢:'°- 1311 A M1flADE
_ METRO-DADE FLAGLER BLILDG
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE-1 3
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
N (305)375-290I FAX(305)37i"'11-908
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels,Inc.
14475 N.W.26`"Avenue ,
Opa-Locka,Florida 33054 .
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(AHS.
This NOA shall not be valid after the ekpiration 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 02-868-111, titled"22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo,P.E., dated November 18,2002, last revision dated January 02,
2003 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 R-kTING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo. city, state and the
followine statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
REN-EW. L 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.
TEK ILNATION of this NNOA will occur after the expiration date or if there has been a revision or change in the
matenals. use. andror 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 compiv
with anv 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 dispiaved in adve:ising literature. If any portion of the NOA is displayed. then it shall
be done in its entirety.
INSPECTION: . copy of this entire NOA Shi�all be provided to the user by the manufacturer or its distributors
and shall be available :or inspection at the ob site at the request of the Building Official.
This NOA consists of this page i as -,"•eii as approN•al document mentioned above.
T re submitted documentation %V3S revie%. ed by Helmv A. Makar. P.E.
NOA No 02-11.0.02
c. �
~* N Expiration Date: 01/:312008
n.•�•... Approval Date: 01/23/2003
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V
.0
t •
Rick Scott
Mission: Governor
To protect,promote&improve the health
of all people in Florida through integratedT 5717
state,county&community efforts. N A John H.Armstrong, MD, FACS
LTHState Surgeon General&Secretary
Vision:To be the Healthiest State in the Nation
F t
April 21, 2014
Jorge De la fe
2300 W 84 Street
Hialeah, FL 33016
RE: Modification to a Single Family Residence - No Bedroom Addition
Application Document Number: AP1141124
Centrax Permit Number: 13-SC-1529581
9400 NW 2 Avenue
Miami, FL 33,175
Lot: 5 Block: 3 Subdivision:
Dear Applicant,
This will acknowledge receipt of a floor plan and site plan on 03/27/2014 for the use of the existing
onsite sewage treatment and disposal system located on the above referenced property. Proposed
interior remodeling.
No objection letter was issued by C. Icaza on 04/21/14.
This office has reviewed and verified the floor plan and site plan you submitted, for the proposed
remodeling addition or modification to your single-family home. Based on the information you
provided, the Health Department concludes that the proposed remodeling addition or modification is
not adding a bedroom and that it does not appear to cover any part of the existing system or
encroach on the required setback or unobstructed area. No existing system inspection or evaluation
and assessment, or modification, replacement, or upgrade authorization is required.
Because an inspection or evaluation of the existing septic system was not conducted, the Department
cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use.
You may request a voluntary inspection and assessment of your system from a licensed septic tank
contractor or plumber, or a person certified under section 381.0101, Florida Statutes.
If you have any questions, please call our office at (305) 623-3500.
Sincere)
Carlos
Engineer III
Department of Health in Dade County
Florida Department of Health www.FloridasHealth.com
in Dade County- -,Florida TWITTER:HealthyFLA
PHONE: (305)623-3500 FACE BOOK:FLDepartmentofHealth
YOUTUBE:Idol
phone: (305)552-7504 z%N u U 10O no VQ) 5\(,, 14317 S.W. 45th Terr.
Fax: (305)229-8068 Professional Land Surveyor& Mapper Miami, Florida 33175
F"ROPERTY ADDRE55: 9400 NVV 2nd Ct. Miami Shores, FL. 33 150
LEGAL DESCRIPTION: Lot 5, Block 3, of CI DELL MANOK5, according to the plat thereof a5 recorded In Plat
` -Book 4 1, at Page 57, of the Public Records of Miami Dade County, Florida.
SKETCH OF SURVEY
(Boundary Survey)
J9 SCALE 1" = 20'
Scale: l"=20'
�i
BLOCK- 3 BLOCK- 3 BLOCK- 3
LOr l3 0 LOT- l2 LOT- l l
— — — ° — — — —
FD l/Z .00'(2J � (M)— — — —
75 — — — —
I FD.
W.Mu
Conc. —
Slab
0.20'CL. I c // N
— 10.90' BLOCK- 3 Ln
_ , o.ea cL.
LOT- 5 °
6'W.F. \ —1,5.00,
4'Wire Fence J
T e Off'
F.
R \
M (
• BLOCK- 3 E. 12.52' BLOCK- 3
LOT- 4 17.75' 2.as' I O LOT- 6
o ONE 5TORY j o
Res.# 9400 o
N F F Elev: l 3.94' g
L.F.E/ev: 11.95' N �� OBJECTION z
/� ti a Health Miami-Dade Cou 4
a 1 i 2.70' 52./O'
—__
,S.T.D.S. & Well Program
'oplipation No.: 1 V
° Date: LA 1-14On
N Conc. U UN Signat re
FD.
FD. Lt a°
l/2'l.P. ��' 18
1 1• B.C. Q Lot 8
° 2 Sidewalk a 75.00'(� (M) aa 5.00
a .
Cona Slab
M 4 " ° ° a M
4
°
OZ Ok ; Basis of Bearrny 1
I 1 NW— 2nd 2. Ave
20 Asphalt Pavement
50' TOTAL R/W
NOTE:
ELEVATIONS ARE REFERRED TO MIAMI DADE COUNTY BM// N-568 ELEV.= 9.G5' OF N.G.V.D. OF 1 929
BASED ON THE FLOOD INSURENCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY DATE OF FIELD WORK: Mar. 17, 20I4 CERTIFIED TO: �
REVISED ON 9-1 I-09 THE HEREIN DESCRIBED PROPERTY IS SITUADED WITHIN: REVISED ONELITE HOME PARTNERS LLC.
:
ZONE X BASE FLOOD ELEV. N/A COMMUNITY NUMBER: 120652 1 hereby certify that the attached Sketch of Survey of the herein
PF'AEL NUMBER 0302 SUFFIX L described property is to the best of my knowledge and belief,a true
and correct representation,of a field survey performed under my
LEGAL NOTES direction.And also meets the Minimum Technical Standards as set
forth by the Florida Board of Frolessionat Surveyors and Mappers in
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.EXAMINATION OF THE ABSTRAC"f OF chapter 5J-17.050 thru 5J-17.052 F.A.C.pursuant to Section 472.027
TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,AFFECTING THE F.S.
P.FOPERTY.THIS SURVEY IS SUBJECT TO DEDICATION,LIMITATIONS,RESTRICTIONS,RESERVATIONS
OR EASEMENTS OF RECORDS.LEGAL DESCRIPTION PROVIDED BY CLIENT.THE LIABILITY OF THIS
SURVEY IS LIMITED TO THE COST OF THE SURVEY.UNDERGROUND ENCROACHMENTS,IF ANY,ARE
NOT SHOWN.THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR ARTURO R.TOIRAC P.S.M.3102 li
JNDERGROUND IMPROVEMENTS OF ANY NATURE.IF SHOWN BEARINGS ARE REFERRED TO AN
AISUMED MERIDIAN.IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D.OF 1929 THE CLOSURE IN THE Not valid without the signature and the original embosed seal of a
'UOUNDpRY SURVEY IS ABOVE 1:10000 Florida Licensed Surveyor and Mapper.
LEGEND AND ABBREVIATIONS JOB No. /40329
=CENTER LINE FD. =FOUND IRON PIPE TYP.-TYPICAL ENC. =ENCROACHMENT AC =AIR CONDITIONED UNIT
P/L =PROPERTY LINE O.H.L.=OVERHEAD UTILITIES �=ELEVATION C.B.S.=CONCRETE BLOCK STRUCTURE RES. =RESIDENCE
=MONUMENT LINE (C) =CALCULATED R =RADIUS CONC.=CONCRETE W.M. =WATER METER
R/W=RIGHT OF WAY (R) =RECORD A =ARC DISTANCE 0 =DIAMETER U.E. =UTILITY EASEMENT
rC.L.F=CHAIN LINK FENCE (M)=MEASURED
C.B.=CATCH BASIN D.M.E.=DRAINAGE MAINT.EASEMENT P.C.P.=PERMANENT CONTROL POINT
W.F.=WOODEN FENCE CL.
=CLEAR B.C.=BLOCK CORNER 1.F. =IRON FENCE P.O.B.=POINT OF BEGINNING
Y
M.R. ENGINEERING
CONSULTANTS INC.
` CA 9824
STRUCTURAL CALCULATIONS
FOR
PROPOSED REMODELLING TO
SFR
9400 NW 2 T AVE.
MIAMI SHORES, FL.
Rahimuddin Rahimi P.E
LICENCE#51484
`- CONTENTS
WIND LOAD CALCULATIONS
Rahimuddir Rahimi P.E
License 451484
Developed by MECA Enterprises, Inc. Copyright 2014
Date 7/2/2014 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\Program Files (x86)\MECAWind\Default.wnd
All pressures shown are based upon ASD Design, with a Load Factor of . 6
Basic Wind Speed(V) = 180.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 1.00
Damping Ratio (beta) = 0.01
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 Bm = 0.65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin = 15.00 ft
Slope of Roof = 3.31 : 12 Slope of Roof(Theta) = 15.42 Deg
Ht: Mean Roof Ht = 10.00 ft Type of Roof = Gabled
RHt: Ridge Ht = 12.00 ft Eht : Eave Height = 8.00 ft
OH: Roof Overhang at Eave= 2.00 ft Roof Area = 13.00 ft^
2
Bldg Length Along Ridge = 0.42 ft Bldg Width Across Ridge= 25.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc* (33/Zm) ^0.167 = 0.23
Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft
Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0. 94
Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind-Force Resisting Systems
heta
h
L
z
- B
Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85
Kht: Topographic Factor (Figure 6-4) = 1.00
Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 42.25 psf
Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80
Roof Area = 13.00 ft^2
Reduction Factor based on Roof Area = 1.00
Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.20 -14.79 0.42
Side Walls -0.70 -32.74 -17.53
Wall Elev Kz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- ------- ------- ---------
Windward 12.00 0.85 1.00 42.25 21.12 36.33 35.91
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof Location Cp +GCpi(psf) -GCpi(psf)
----------------------- ------- ---------- ----------
Windward - Min Cp -0.60 -29.15 -13.94
Windward - Max Cp -0.09 -10.84 4.37
Leeward Perp to Ridge -0.51 -25.92 -10.71
Overhang Top (Windward) -0.60 -21.55 -21.55
Overhang Top (Leeward) -0.51 -18.31 -18.31
Overhang (Windward only) 0.80 28.73 28.73
Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.50 -25.56 -10.35
f
Side Walls -0.70 -32.74 -17.53
Wall Elev Kz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- ------- ------- ---------
Windward 12.00 0.85 1.00 42.25 21.12 36.33 46.68
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge CP Pressure Pressure
+GCpi(psf) -GCpi(psf)
--------------------------------- ------ ---------- ----------
0.0 ft to 0.4 ft -1.30 -54 .29 -39.08
Developed by MECA Enterprises, Inc. Copyright 2014
Date 7/2/2014 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\Program Files (x86)\MECAWind\Default.wnd
Lk-
I I 1 I
i • ; iI —
,
? I I 1 I
Walk Ga f - - H -_ 45
All
ressures
p shown are based upon ASD Design, with a Load Factor of . 6
Width of Pressure Coefficient Zone "a" = 3 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
--------------------------------------------------------------------------
Window 2.00 3.00 6.0 4 1.00 -1.10 49.85 -54.07
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc: .00256*VA 2*Khcc*Kht*Kd = 42.25 psf