WS-16-2132 X151 � . . .. 132
�� s/� �N
rY
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)7564972
.�_.�..�..,...�..,. �. _rr'
Inspection Number: P-264366 Permit Nu ber: WS-7-16-2132
Scheduled Inspection Date: September 09,2016 Permit Type: Windows/Shutters
Inspector: Mesa, Michel Inspection Type:
Owner: LAFRENIERE, KATHY Work Classification: Shutte
Job Address:1100 NE 91 Terrace
Miami Shores, FL 33138-
Phone Nunhber
Parcel Number 1132050010390
Project: <NONE>
Contractor: GUARDIAN HURRICANE PROTECTION PRODUCTS,INC Phone: (305)805-7050
Building Department Comments
INSTALL STORM PANELS 32 OPENINGS tn"CUO Passedi Commeig
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection
Fee L�
No Additional Inspections can be scheduled until
re-inspectlon fee is paid.
September 08,2016 For Inspections please calk (305)762-4949
Page 8 of 24
Miami Shores Village r eF 1tt MaiE'i'ws/Wfil'�i
shiirs
10050 N.E.2nd Avenue NE " `
Miami Shores,FL 33138-0000
f
=.
Potmi St6hts.APPROVE
Phone: (305)795-2204
�YORlvp' �
Expiration: 15/2017
;.. ,,Etsssu�'ate 8�'1�'0'� •� . p.
Project Address Parcel Number Applicant
1100 NE 91 Terrace 1132050010390
KATHY LAFRENIERE
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
KATHY LAFRENIERE 1100 NE 91 Terrace
MIAMI SHORES FL 33138-3404
1100 NE 91 Terrace
MIAMI SHORES 33138-
Contractor(s) Phone Cell Phone Valuation: $ 5,439.00
GUARDIAN HURRICANE PROTECTIOI (305)805-7050
Total Sq Feet: 792
Type of Work:INSTALL STORM PANELS 32 OPENINGS Available Inspections:
No of Openings:32 Inspection Type:
Additional Info: Shutter Final
Classification:Residential Shutter Attachment
Scanning:3 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.60
DBPR Fee Invoice# WS-7-16-60792
$6.30 08/19/2016 Credit Card $401.20 $50.00
DCA Fee $6.30
Education Surcharge $1.20 07/28/2016 Credit Card $50.00 $0.00
Permit Fee $420.00
Scanning Fee $9.00
Technology Fee $4.80
Total: $451.20
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. Ii understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo ing. Futhermore,I authorize the above-named contractor to do the work stated.
August 19,2016
Authorized nature:Owner / Applicant / ontractor / Agen Date
Building Department Copy
August 19, 2016 1
Miami Shores Village
g C N
Building DepartmentJUL 2 7"06
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 __ ----- ------__
e INSPECTION LINE PHONE NUMBER:(305)762-4949
, FBC 2011 �
BUILDING Master Permit Nb. ws �� -ea 62-
PERMIT APPLICATION Sub Permit No.
QBUILDING r--j ELECTRIC ❑ ROOFING REVISION E] EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF Ej CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1100 NE 91 Terrace
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Kathy Lafreniere Phone#:508 259-9793
Address: 1100 NE 91 Terrace
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: NSA Phone#:
Email: luXeaccents@gmail.com
CONTRACTOR:Company Name: Guardian Hurricane Protection Products Phone#: 305 805-7050
Address: 760 W 20 Street t c"kr L— 7.tA- 3S i; -730-
City:
city: Hialeah state: FL Zip: 33010
Qualifier Name: Pablo Ramos Phone#: 305 805-7050
State Certification or Registration#: 94BS00401 Certificate of Competency M
DESIGNER:Architect/Engineer: NSA Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$5439.00 Square/Linear Footage of Work: 792
Type of Work: ❑ Addition A Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Install storm panels
Specify color_qf color thru tile:
Submittal Fee$ `� Permit Fee$ 42® CCF$ 3 - 60 Co/CC$
Scanning Fee$ 9 Radon Fee$ DBPR$ 5 Notary$
Technology Fee$ 60 Training/Education Fee$ 1 - 2-0 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 401 9-O
(Revised02/24/2014)
r
Bonding Company's Name(if applicable) N/A
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable) N/A
Mortgage Lender's Address
City State Zig
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..... i
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 low 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 b app ved and a reinspection fee will be charged.
Signature Signatures
INNER or AGENT CONTRACTOR
The foregoing instrume�i was acknowledged before me this The foregoing instrum knowledged before me this
Z day of ,��- 20-L� by ` 20 �& .by
Kathy Lafrenierewho is personally known A S
p `Y to ®Illi onally known to
me or who has produced�or9 ��� U as me 0 3 Y�� vtil*/ as
identification and who did take an oath. i en
NOTARY PUBL PUBLIC:
Sign: Sign:_ l
Print: ��� Print:
?o �
Seal: z Notary Public-State of Florida Seal:
y�` Commission#FF 986370
pr:
lot,q?r My Comm.Expires Apr 26.2020
9
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r
• • • • • • • •
• • •••I • • • • •••
• • • • ••
• • • • • • • • ••
• • • • • • • •
•• • • •• ••• ••
.��yt•1
•••• ••••• • ••••• •
M
AUG 9 OIS
B ••• •••
•
V 34'
Ground Floor
11-51X52 Panels 10-51X52 Panels 9.51X52 Panels 8-51X52 Panels EGRESS
Metal Door,opens out
28-51X52 Panels 26-51X52 Panels 2nd Story
27-51X52 Panels 25-S1X52 Panels
12-60X80 Panels 29-39X47 Panels 24-53x53 Panels
Kathy Lafreniere Residence
1100 NE 91 Terrace 7-32X57 Panels
30-76X83 Panels Miami Shores i2 33138 23-37x57 Panels
MRH 240" MWH 80"
S' 13-53X38 Panels 31-53X38 Panels 6-32X57 Panels
22-37x57 Panels
32-65X58 Panels
14-31X80 Panels 21-37x57 Panels, 5-32X57 Panels
16-67x94 Panels 18-23x94 Panels
15-23x59 Panels 17-23x59 Panels 19-67x94 Panels 20-23)69 Panels
4-32X57 Panels
1-53X50 Panels Entry Door 2-40X80 Panels 3-53X50 Panels'
LL) 32
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•• • • • •• ••• ••
• ••• • • • • •• •
•• • • • • • ••• •• d ECE V _-.
JUL 2 � 2016
34'
11-51X52 Panels 10-51X52 Panels 9-51X52 Panels 8-51X52 Panels IBY-
EGRESS
28-S1X52 Panels 26-SIX52 Panels 2nd Stor------------
y
27-51X52 Panels 25-51X52 Panels
12-60X80 Panels 29-39X47 Panels 24-53x53 Panels
Kathy Lafreniere Residence
7-32X57 Panels
1100 NE 91 Terrace
30-76x83 Panels Miami Shores R 33138 23-37x57 Panels
MRH 240" MWH 80"
45' 13-53X38 Panels 31-53X38 Panels -32X57 Panel
7
32•65X58 Panels
14-31X80 Panels 21 x57 els 5-32X57 Panels
16•67x94 Panels 18-23x94 Panel
15•23x59 Panels 17-23x59 Panels 19 7 anels 20-23x59 Panels
4-32X57 Panels
1-53X5 nets Entry Door 2-40X80 Panels 3-53X50 Pan s
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1
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MIAMI•DADE "'
® ; ; .' . '. : ••• • •: :• MIAMI-DADS COUNTY
' : ; : : : PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIZIR' OURCES'(RER) ' 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
•. •�• . ••. . . . • ••• .00
• T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) • • • • ' • '
� • •• . www.miamidade.eov/economy
- y •
Florida Storm Panel Supply,LLC • • • • • • • • •
14475 N.W.261'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 and accepted by Miami-Dade County RER-Product Control
Section 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
Section(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. RER reserves the right to revoke
this acceptance, if it is determined by Miami-Dade County Product Control Section 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.
ESCRIPTION: 0.029"(min.)Galvanized Steel Storm Panels Shutter _
APPROVAL DOCUMENT:Drawing No.AD 12-32,titled"22 ga.Galvanized Steel Storm Panel-LMI", sheets
I through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27,2015,signed and sealed by
Yiping Wang,P.E.,on June 02,2015, bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent Iabel with the mamtfacturees name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,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 NOA#12-1210.01 and consists of this page 1,evidence submitted LE2d E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
MIAMI D{lbE COUNTY �{ 15.Ob
Expi /2018o7 232 o/s ApaOe 1
. . ... . . . . ...
Florida Storm Panels.Inc.
. . . . . . . .. .
NOTICE OF ACCEPTRN3CE? EVIBVNtE�UftITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02
A. DRAWINGS •• • • •• ••• ••
1. Drawing No. 02-868-111, titled 1.229ga V4WizIIc7 Steel Storm Panels ", sheets 1
through 4 of 4,prepared by Fravk'L.:Bennarde, �'.kt,•dated November 18, 2002, last
revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E.
B. TESTS
1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and
Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report
No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E.
2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A,
dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E.
3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02-
038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E.
C. CALCULATIONS
1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26
of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and
sealed by Frank L. Bennardo, P.E.
2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L.
Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report.
2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number
1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS-
L None.
my .Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0615.06
Expiratit n Date: 01/23/2018
Approval Date: 07/23/2015
E 1
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. . . . . . . . . .
. . ... . . . . ...
Florida Storm Panels,Inc.
ee
NOTICE OF ACCEPT PINVIE!� • EVID16NtE;SUUIYII''TED
• • • .-.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 2-0410.01
A. DRAWINGS •• • • • •• :06 ••
1. Drativing No. AD12-32, titled "22 Aa.:(r'k1 yajiz;aC.&eel-`orm Panel-LMI ", sheets
1 through 4 of 4,prepared by h1(!Y;Fikin2ertng, Me, N ted April 02, 2012, signed
and sealed by Yiping Wang, P.E., on April 06, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs(PER-4).
E. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1210.01
A. DRAWINGS
1. None,
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
HWny A.Makar,P.E.,M.S.-
Product Control Unit Supervisor
NOA No. 15-0615.06
Expiration Date: 01/23/2018
Approval Date: 07/23/2015
E-2
00 00 0
. . . . . . . . . .
Florida Storm Panels.Inc.
.
.. ..
. . . . . . . .. .
NOTICE OF ACCEPT4XC9.- RVID99CE;SLJ DSII TED
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS .00 • •• :00
••
1. Drawing No. AD 12-32,titled"2%g1.'C;a;va1iWSbee1 Ston Panel-LMI",sheets
1 through 4 of 4,prepared by MG*'2ng0eoring,;n;,o fast ievisiod#I dated May 27,
2015,signed and sealed by Yiping Wang,P.E.,on June 02,2015.
B. TESTS
I. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Ye W//Z�/
H06A.Makar,P.E.,M.S.
Product Cokrol Unit Supervisor
NOA No.15-0615.06
Expiration Date: 01/23/2018
Approval Date: 07/23/2015
E-3
PRODUCT MARKING PRODUCT MARKING WIDTH UNLIMITED z
1.375' a:c 0.0]8• 1.375• 2.087 3.378•MAX
(LOCATION OPTIONAL r,_1 �- LOCATION OPTIONAL) 2.000' 0.376• -385• (Ptt£P.TO PANEL SPAN) p�{
IN-ROLLBACK 0.188' 0.197' (CONN T•PF
Typ
1.317 1.317 1.312• }II ] AS READ) NP SECTION OPTIONAL 1(4.70 STITCH
3' c N J BOLTS WITH WASHERS
1.781' 1.78P 1.787• 1.781' cmll '� WINGNUTS FA37ENED@ g
1R'ROLL 1.781• -~ 71- o OVERLAPS�MIDSPAN 8
BACK 0.082" 0.082' 1.781. Gov (USE AP1 SPAN APROPRIATE
12400•PANEL COVERAGE .05
14A38'PANEL LENGTH � y
g
/.ISTORM PANEL /1"H"HEADER "U��"HEADER r18UILDAUT"f"TRACX F"T ��5� PLAN Y4=w
.00
4.000 & �m
119-20419' ?
S 5 STUDX1,
18 GAGE(1=0.0516"GALV.STEEL.GRAOE 50) 03 'ay' FFIG.
b �RZ5.OW'MAX ?c f I 5.00D'MAX o So
0.250" BOTTOM MOUNT 5w (�Q
� I-0.074•MIN (com TYPE Z J d
/.,BULL DOUTfCLOSURE ANGLE/p J•PAN CLOSURE WASHERED WINGNUT 11 _SHER 77 HEADER END CAP �R�Dj TYP LMOUNTE ON' MAY gE AT g �.]
IUMAC3 �VTIO REOWRE SSE IS 1 TEPDEEPTYPICN. TOP&BOTTOM in0 W Z Bo
FOR USE WITH TRUSS HEAD - - �"!jL • VQ
2.043'
.8 S ANCHORS CAUL-Wl ul V T.
2A61• 6.313' _p2y1 a
GENERAL NOTES: Go93• 0.063" 1.$35' 3.248 0.083 T TOP MOUNT VST PANEL TYPICAL PANEL ABOUVE
W] a
0.033" (CONN TYPE 1�1C7�ION OyEq(gEpL OBSTRUCTION
b r AS REOD) U
1.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE ;2 0083• N o (j, 0 0.083 . • • •�
MISSILEIMPACTPROTECTIVE SYSTEM INACCORDANCE WITH THE �dii 0.083• .•
FLORIDA BUILDING CODE 2014 AND PROTOCOLS TAS 201 FOR IAROE
MISSILE IMPACT,TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 0.083• 0.063• O.D83'
tR •••703 FOR CYCLIC WIND LOADING 1.837' DA93' 1.0775.313'2.ULTIMATE DESIGNLOAD OBTAINED FROM ASCE7-10.MULTIPLY BY 0.6SHALL BE LESS IHAN OR EQUAL TO MAX DESIGN LOAD IN IHIS DOCUMENT r;TOS nsoTro� M•H�•rRACX r1TOP• K /�sorrow M u•rRACXmT� DI DUN3.NO 333°1.INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE2:DESIGN OF TILE ANCHOR SPACING TABLES 4.POSRNE AND NEGATIVE DESIGN PRESSURESTO BE USED VAGI THESEE%ISFINGDRAWINGSSHALL BEDETERMINEDBYOTHERSONAJOILSPEVFICSASIS WINDOWIN ACCORDANCE WITH THE GOVERNING CODE WHEN ASCE 7.1015 USED 0.269"1!R MAHIKE EWALK y TO CALCULATE PRESSIALES FOR USE Y/RH THIS PRODUCT.THE USE OFA OR MACHINEBOLTS8ELOWDIRECTIONALITY FACTOR Kd-0.BS IS ALLOWED. W7SHEREDWOIGNUT yF CTION �o ]•,�
24.O.C.TYP. F R TQ S ••••••
S.THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT i TOP MOUNT' J
PROVIDE INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS 7.000' 1 (CONN TYPE OPTIONAL 1144 0 STITCH BOLTS WITH W Z a •
DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED IS GA C%V.STEEL VERLAP AS REDD) WASHWE•V&N@N •FASTENED •
ENGINEER OR IIECISIEIO:U ARCHITECT SHALL PNEPARE SIZE SPECIEIC BENT PLATE NMAX EXISTING @j1OS*%N W ¢¢LL •
DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. CONCRETE HOLLOW tWo Y
(0.078'BM.7F0() OVERjnPS � • F 3
OR 2•x2"140.126' BLOCK OR WOOD NSE�ROPRIATE 9 TABLE) N 4 ••••••
B PERM HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING OR
FWVdWO __ __ • 8 S J
STRUCTURE TO WITHSTAND ADDRIONAL IMPOSED LOADS -- ---- --- -�ATYPICAL MOUNT ELEVATION ARGUND DESTRUCTION }y p a ••••
SCORNER CLOSURE DETAIL IWALL MOUNT CLOSURE DET 1LIL (y _
7.STORM PANELS SHALL BE 22GA STEEL(GALVANIZED THICKNESS 1-0.029• �`J N.T.& _m1 NTS' ••• • A O • •
MIN)CONFORMINU TO ASTM ATW,STRUCTURAL QUALITY,GRADE 80,G90 OVERLAP WALL BEYOND WINDOW DISTANCE - • •
GALV.COATING WfTH A MIN,FY-92.0 KSL ALL EXTRUSIONS SHALL BE GREATER THAN OR EQUAL TO 1.8 TIMES • n:
6083.73 ALUMINIUM AT LOY. BUILDOUT DISTANCE(20111 FSC SECT.2413.73) EXISTING ALUM.ARM FI ORJ-PAN CLOSURE
BPANEISSHALt HE VEHMANENILY VSELED WIIHAMINO4UM OF ONEMARKIN
025W CONCRETE jrLM=S
PIECE QB(SEE DETAILS ABOVE} (7 0 -
SPANGPER SEALLHELASFOLIENIL MA% BLOCK OR WOOD OAm n C MAYSEREVERSED- -
DINT' OVERLAP0.250• LL
FLORIDASTORM PANELS.INC 1 M MMAXOPA-LOCKA,FLORIDAMIALt1OADECOUNTY PROD CONTROL APPROVED F ALUM.ANGLE 08 OR,PAN CLOSUREgENEq($15.O.GFOADESIGN 1PIECE @(SEE UE(AILS ABOVE). LESS THAN OR EQUAL 108.STORM PANELS HAVE BEENDESIGNEDANDTESTEDTO THE MAXIMUM m LEG DIRECTION MAY BE REVERSED 87PBI f SEEANCHORSCHEDULE FOR
SPANS AND LOADS SHOWN ON THESE DRAWINGS.REFERENCECONSTRUCTION TESTING CORPORATION(CTC).OF MIAMI.FL.TEST 1.000• Y ACCEPIABLE ANCHOR).FOR DESIGN CONCRETE ��•' E�"SS • p1T� py0>NI4
REPORT N0.02-041. LOADF.9 GRE0.iER THAN HOLLOW " •••
EXISTING FASTENER 15'OC.FDR DESIGN 87p91 U. U.
CLOSURE BLOCK OR WOOD 'YIPING WANG, -EI. AS
10.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGEDAS FLED CONCRETE HOLLOW ® IPi EMBED PIECE ONLY WITH ANCHORS�fO-O.C. FRAMING 7LOR ON
LOADS LESS THAN OR EQUAL TO m gS983
I.T.
CONDITIONS DICTATE.PANELS MAYBE MOUNTED HORIZONTALLY WHERE BLOCK OR W000 87P41 ISEE ANCHOR SCHEDULE FOR W PRODUCT RRVISDD C.A.R.28877
APPLICABIL EXCEPTFOR MOUNTING CONDITIONS INCLUDING•M OR"U" F t1 • ANY ACCEPTABLE ANCHOR)FOR DESIGN b c-PIYD4q with QW RWI19 tei t4�
HEADERS LOADES GREATER THAN 2.00• B witlg Code w
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22 GA.GALVANIZED STEEL STORM PANEL-LMI MCY ENGINEERING,INC. REvs—
aFLORIDA STORM PANEL SUPPLY,LLC. 0LAZIN6 CONSULTANTS !. No ATE DESCFdMN
li �n-u tvOmD m �ra
'1 x 14675 N.W.26TH AVE. 8501 SW 124 Ave. STE. 205A P: 305.M.0117a N w 999 c CPA LOCKA FL.33054 MIAMI. FL 33183 F: 786.573.506
2 P.(305)665.5000 F:(305)665-7511 www.MCYEngineering.com MCY.E,,&-- Att aet
a Ind = .85 .
2100 W 7.6 Street, Hialeah, Florida 33bl ' •FLORIDXBUILDING CODE, 2014
Robert S. Monsour, P.E. FI # 11955/000Q024 .. ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. I��I C1�;r04'; � ;•, 1,75 MPH WIND ZONE
see 0 so*
Interior &Exterior Zones (4&5 - Walls), Positive Pressures
Exposure C For the .175 .111 :Vi W Zone' ••� CATEGORY 2
Effective Wind PfEF Joh,i.fd utbry Arta in Square Feet
Height 10 20 o. 40 50 60
(Maximum) 1.00 0.95 0.92 0.89 0.88 0.86
15 40,4 38,5 37.5 36.7 36.1' 35.7
2 2. '40.8 39.7 38.9 38.3 37.8
.6 42.6 41.5 40.6 40.0 39.4
30 46.5 . 44.4 43.2 42.3 41.7 41.1
40 49.4 1 47.2 45.9 44:9 44.2 43.6
50 51.8 E 49.4 48,1 47.1 46.4 45.7
60 53.7 51.2' 49.8 48.8 48.1 47.4
Interior Zone (4 Walls) Negative Pressures
Ex osure.0 For the 175 mph Wind Zone CATEGORY 2
Effective Wind Area (or, Tri utary Area) in Square-Feet
Height 10 20 30 40 50 60
(Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96
15 -4 -42.0 -40.9 -40.2 -39.6 -39.1 -
00\ 6.4 -44.4 -43.3 -42.5 -41.9 -41.4
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50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1
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Exterior Zones (5 -Walls) Negative Pressures
Exposure C For the 175 Mph Wind Zone. CATEGORY 2
Effective Wind Area or, Tri utary Area in Square Feet
Height 10 20 '30- 40 50 60
Maximum X1:40 :< -1.29 -1.23 -1.19 -1.15 -1.13
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20
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50 -69.3 -64.7 -61.9 -60.0 -58.5 _____ -57.3
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Length of End Zone (a): 10% of least horizontal dimension or .4 h, which®ver i i ,
but not less-than 46/6 of least horizontal dimension or 3 ft. (h = mean roof heigh ).
NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLA ROOF
001823
Local Business Tax Receipt
Miami-Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
3977932 � LBT
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
GUARDIAN HURRICANE PROTECTION PRODUCES IMENEWAL SEPTEMBER 30, 2016
760 W 27 ST 4161585 Must be displayed at place of business
HIALEAH FL 33010 Pursuant to County Code
Chapter 8A-Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED
GUARDIAN HURRICANE PROTC PROD 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR
INC WS00401
$49.50 10/01/2015
Worker(s) I ECHECK-16-000380
This Local Business Tax Receipt only confirms payment al the Local Business Tax. The Receipt Is not a license.
uslifications,todabusiness.Holder must comply with any governmental
or mutgovemmental t"alatery laws holder's requirements which apply to the business.
The RECEIPT NO.ebm most he displayed an all commercial vehicles-Miami-Dade Code Sec 1U-276.
For morwintomAo",visit iylidade.figmanolle
08/19/2016 11:12 3053872918 A AND D ALL LINES PAGE 01/01
DATE(MM/ODNYY1)
CERTIFICATE OF LIABILITY INSURANCE 8/19/2016
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
A6D ALLr-LINES INS ASSOC INC ONLY.AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
5600 SW 135 Ave Ste 106 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Miami, FL 33183
(305)463-6781 INSURERS AFFORDINGZior
IGE NAIC#
INSURED GUARDIAN HURRICANE PROTECTION INSURER A: ARCH SPEINS. CO. 21199
PRODUCTS, INC. INSURER B: PROGRESSI'V'E tcpRESS INS CO. 10193
760 W. 27 ST. INSURER C: n491DA CITRUS, SUS9N235, o IRDUBTRICS tyro.
HIALEAH, FL. 33010 INSURER D: (NATIONAL UNION FIRE INS) 19445
305-805-7050 INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,FXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
u1sR ooL POLI EFFEC VE POLICY EXPIRATION LIMITS
LTR NERD INSURANCE E POLICY NUMBER DATE M/DD DATE MM/DD/YY
GENERAL Lt SILT Y EACH OCCURRENCE $ 1,000,0130
COMMERCIAL GENERAL LIABILITY PREMISES Es oocurence $ 100,000
CLAIMS MADE �OCCUR MED EXP(Arty one per„on) $ O00
A X X CONTRACTUAL AGL0029758-00 08/17/16 08/17/17 PERSONAL&ADV INJURY $ 1 000 000
LIABILITY GENERAL AGGREGATE S 2 000 0
GEMLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000
POLICYjR LOC
AUTOMOBILELIABILTTY Esacci COMaINSD
SINGLE LIMIT
$ 1,000,000
ANYAUTO
ALL OWNED AUTOS BODILY INJURY
X SCHEDULED AUTOS (Perpum) $
B X HIRED AUTOS 02552577-4 03/02/16 03/02/17 13O0ILYINJURY
X NON-OWNEOAVTOS (Peracederd) 8
PROPERTY DAMAGE S
(Peracctderr)
GARAGELIAMILM AUTO ONLY-EAACCIDENT $
ANYAUTO OT14ERTKM EAACC S
AUTOONLY:. A= 5
EXCESS/UMBRELLA LWBILITY EACH OCCURRENCE $
OCCUR CI CLAIMSMADE AGGREGATE $
$
DEDUCTIBLE $
RETENTION $ $
WORKERSCOMPENSATIONAND ilT
TATO
EMPLOYERSF1R0FALIASITY
ANY FROPRMroRrFaRTNER2X@.6UTIVE 10640491 04/01./16 0.4/01/17 E.L EACH ACCIDENT $ 1,000,000
G. OFFICERf,mmseR EXCLUDED1 EL.DISEASE-EA EMPLOYE $ 1,000p000
"yas,desetbeunder
SPECIAL PRO%ASIONS below EL DISEASE-POLICY LIMIT Is 1 000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
HURRICANE SHUTTER MFG & INSTALLATIONS.
**CERTIFICATE HOLDER NAMED AS ADDITIONAL INSURED
I
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DE80RI9ED LICIES or;CANCELLED BEFORE THE EXPIRATION
BUILDING DEPARTMENT DATE THEREOF,THE ISSUING INSURER"LL ENDEAVOR TO MAIL30 DAYS WRITTEN
10050 NE tad AVENUE IMPOSE
TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,B FAILURE TO DO SO SHALL
MIAMI SHORES, FL 33138 IMPOSE NO OBLIGATION OR LJABILTTY OI PO E INSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTAT
ACOR025(2001/08) A RD CORPORATION 1988
001492
Municipal Contractor's Receipt
Miami-Dade County, State of Florida
TMia i9 NOTA BILL — Cif?NOT PAY"
GUAREIIAN'H RpiCANE"PRoTc l oNmoci cTsmow► SEPTEMBER 30, 2016
760 W 27 S 7474827 Must be displayed at place of bus!
HIALEAH E1.330'10 Pursuant to Chanty Coda
Chapter IIA—Arcs 9&10
OWNER SEC.TYPE OF BUSINESS
C,,UARDIAN HURRICANE PROTC PROD INLAMC SPECIALTY BUILDINGON TRACTOFCAYnnl arr tar c�tvEts
Y TAX COUECTOR
.40 PABLO 1 RAMOS.PRESIDENT 948SO0401 $175.00 10/22/2015
Category(s) 1
REDI7CRRl)-I 6-062395
Tbie laodai Businesa?tat Reeeipt�Y aantirvtts psyt at tho tttl Liasiaasa Tax.The lett ie aet a License,
i m koracordficaiaaattheI* qaetltieattomic4abrdaess.Naidgrmustoora* anygovernamniai
or naagmremme l rewatory law=s req Iremoats which aPOIV to the Fatness,
The RECEIPT No.above mud Im 4jsoaped an all Commercial mshiat —i�iamt-Rade Gude Sec Ea-Ve.
Fermate latomation,vibit mawniomi