WS-18-3680Location Address
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS -12-18-3680
Permit Type: Windows/Shutters
l� ?�
Work Classification: Door Replacement
Permit Status: Approved
Issue ate: 12/13/20181 Expiration: 06/11/2019
Parcel Number
101 NW 107TH ST, Miami Shores, FL 33168 1121360100160
Contacts
LEONARD FERNANDEZ Owner Rhonny Alex Applicant
101 NW 107 ST, MIAMI SHORES, FL 331684308 13867 Nw 19 ave, Miami, FL 33054
Mobile: 9546670702 rhonny.alex@gmail.com
FRESCO SOUTH CONSTRUCTION INC DBA Contractor
MIAMI DADE SHUTTERS
JORGE DIAZ
6625 MIAMI LAKES DR 419, MIAMI LAKES, FL 33014
Business: 7864257737
Description: INSTALLATION OF 1 IMPACT SLIDING GLASS DOOR Valuation: $ 3,000.00 Inspection Requests:
1305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$128.15
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$128.15
Check # 2224
12/13/2018 $128.15
Amount Due:
$0.00
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 acceptin perm as ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
per its are equi rp6 forf LEQTRIC , PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
NERS ID IT: ce ' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
ila ' g c n uction nd . Futh I authorize the above named contractor to do the work stated. /
Authorized SNnaturj'Qwner / Applicant / Contractor / Agent
December
Page 2 of 2
Miami Shores Village
'��t'/ D
BuildingDepartment
EC132os
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972'
INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY•—
�Fr,BI C(�2Q0 t�
BUILDING Master Permit No. v v J U 3� a 0
PERMIT APPLICATION Sub Permit No.
❑ BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL
❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Co \ p -'j to-�- c" j (Z- --L 1
City: Miami Shores f County: Miami Dade Zip: 33 6
Folio/Parcel#: t k 2 ( _�(o Ol O d I U Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ��N�"`>��"NIJi iZ�? Phone#:
Address: C S I N Li ( L-� <; i-1
—
City: WNWV[ 1 ( C }'l 1yVte5 State: V__L_ Zip: I tJ
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: PRESCO SOUTH CONSTRUCTION
Address: 13867 NW 19 AVE
City: MIAMI State: FLORIDA
Qualifier Name: JORGE DIAZ
hone#: 786-4257737
Zip: 33054
hone#: 786 425 7737
State Certification or Registration #: CGC1515514 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
Address: City:
Value of Work for this Permit: $ 3� u Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace
Description of Work:
INSTALLATION OF 1 IMPACT SLIDING GLASS DOOR
Zip:
❑ Demolition
Specify color of color thru tile:
o�
Submittal Fee $ Permit Fee $ O CCF $ AD CO/CC $
(,�
Scanning Fee $ ) Radon Fee $ DBPR $ Notary $
Technology Fee $ 2 S Training/Education Fee $ Q -60 Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ yi -)\ I.- '
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 /
OWNER or AGENT
The
/foregoing instrument was acknowledged before me this
wa
day of d (YJ)5c;/ 20 `y by
inGvw Gc� —' ,who '� own to
Signature"10 V\,"
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of do -17)61W,/
20 �D by
Wc 914-;� who isersonally kno�to
me or who has produced
as me or who has produced
as
identification d who id
ke an oath.
identification id take at
NOTARY PU LIC:
NOTARY P BLIC:
Sign:
Sign:
Print:
Print:
E ALEX
ONNY E ALEX
Seal:j" IF
Y CO ISSION # FF194694
EXPIRES
Seal'
MMISSION # FF 194694
sir ,,•
February 01, 2019
I s
�S'r
EXPIRES February 01. 2019
F-
iazWo:d •ySr•rnce.corr
M=77 iL'g.6'S3
rlorgaNaa•ySe�•iice.con•
############################# ##########################################################################
APPROVED BY
Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami shores V
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
Qualifier/Owner Signature Date
Print Name
12/13/2018 Property Search Application - Miami -Dade County
OFFICE OF TH E"" PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2136-010-0160
Property Address:
101 NW 107 ST
Miami Shores, FL 33168-4308
Owner
LEONARD FERNANDEZ
Mailing Address
101 NW 107 ST
MIAMI SHORES, FL 33168-4308
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/11/0
Floors
1
Living Units
1
Actual Area
1,892 Sq.Ft
Living Area
1,712 Sq.Ft
Adjusted Area
1,694 Sq.Ft
Lot Size
Year Built
9,539.18 Sq.Ft
1950
Assessment Information
Year
Land Value
2018
$205,260
2017 2016
$205,260 $171,434
Building Value
$118,250
$115,091 $115,133
XF Value
$3,406
$1,619 $1,634
Market Value
$326,916
$321,970 $288,201
Assessed Value
$161,557
$156,469 $153,251
its Information
renefit;Type
2018
2017
2016
ur Homes Assessment$165,359
$50,000
Taxable Value
$111,557
ap Reduction
$103,251
$165,501
$134,950
Homestead Exemption
$25,000
$25,000
$25,000
Second Homestead Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description I
36 52 41 PB 51-31
DUNNINGS MIAMI SHORES EXT 6
LOT 16 BLK 212
LOT SIZE 78.190 X 122
OR 18889-3226 11 1999 1
Generated On : 12/13/2018
Taxable Value Information
2018:
County
2017
2016
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$111,557
$106,469
$103,251
School Board
Sales which are qualified
3226
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$136,557
$131,469
$128,251
City
Sales which are disqualified as a result of
3955
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$111,557
$106,469
$103,251
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$111,557
$106,469
$103,251
Sales Information
Previous
OR
Sale Price
Book-
Qualification Description
Page
11/01/1999 $127,500
18889
Sales which are qualified
3226
10/01/1998 $0
18341-
Sales which are disqualified as a result of
3473
examination of the deed
03/01/1998 $0
18020-
Sales which are disqualified as a result of
3955
examination of the deed
02/01/1990 $79,000
14457
Sales which are qualified
2755
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp
Version
MIAMI-DARE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
N TANCE NOA www.miamidade.eov/economy
ECO Windows Systems, LLC
9114 N. W. 106th Street,
'Medlay. FL 33178
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 Florida Building Code,
including the High Velocity Hurricane Zone.
11700" Aluminum Sliding Glass Door w/ Reinforcements -
APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)",
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018,
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and ex ' oduct Control Section.
MISSILE IMPACT RATINarge and Small Missile Impact Resistant
Limitations:
1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design
pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from
charts applies to entire system.
2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame
area per FBC requirements.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", 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 Oficial.
This NOA revises #15-0612.05 consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-0129.13
CMIAMPMADEOUNTY ZExpiration Date: March 20,2019
roval Date: March 22,2018 P
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)",
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last
revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under file #13-0912.02)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagrams of Alum sliding Glass doors,
prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and
last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E.
Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by
Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5t'
Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02,
2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring
on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass
Interlayers", expiring on 07/04/17.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5' Edition) and letter of no financial
interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad
Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,tP E
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0129.13
Expiration Date: March 20, 2019
Approval Date: March 22, 2018
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)",
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last
revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I.
DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass
interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I.
DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring
on 07/4/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq
Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0129.13
Expiration Date: March 20, 2019
Approval Date: March 22, 2018
E-2
BROWARD, PALM BEACH
WIND VELOCITY= 170 mph
EXPOSURE CATEGORY "C"
BROWARD, PALM BEACH (COAST)
WIND VELOCITY= 170 mph
EXPOSURE CATEGORY "D"
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENTED TO DEPICT THE' WORST CASE' PRESSURES. "WORST CASE' IS
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
2. FOR SITUATIONS THAT REQUIRE KV 1 0, TABLE VALUES ARE UNDER -DESIGNED BY A
FACTOR OFi 18 VERIFY KtlREQUIREMENTS WITH LOCAL MUNICIPALITY F'RKM TO TABLE USE.
3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10'
SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION.
5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT.
6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TOA CONSERVATIVE
ASSUMPTION.
7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN OUESTION ( HEIGHT' WIDTH) OR
THE SPAN LENGTH (HEIGHT MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL
AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR
LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
B. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WI1N CODE.
Mean
70 ft
80 ft
90 ft
180 ft
MIAMI-DADE
WIND VELOCITY= 175 mph
EXPOSURE CATEGORY "C" -
-55.6
-569
-57.9
-58.9
-59.9
-60.9
-61.9
-63.8
-65.7
-67.3
-68.9
-105.7
-107.7
-108.9
-120.0
MIAMI-DADE (COAST)
WIND VELOCITY= 175 mph
FLORIDA KEYS (COAST)
WIND VELOCITY= 180 mph
0
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GENERAL NOTES:
1. THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING, THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E.
2. THIS SPEGFICATK)N IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE. AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
VALUE USE IS OFFERED HEREIN,
3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES,
4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY II
( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE
TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR
ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR
HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCP1=+l-0.18) ENCLOSED BUILDING ONLY.
VERIFY USE OF Kd =0.85 ( DIRECTIONALITY FACTOFQ WITH LOCAL BUILDING DEPARTMENT.
HVHZ -HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
IAvg a IN in.
ROOF
T
WwfvIE
ELEVATIONaI'llWALL ZONE FIC=URES�Pic
a = 10% OF LEAST HORIZONTAL DIMENSIO..; fr i'4'llk
OF MEAN ROOF HEIGHT.WHICHEVER IS SMLLE'I rti
BUT NOT LESS THAN 4% OF LEAST HORIZONrp{�
DIMENSION OR SFT. �+
USE ZONE 51F ALL IN QUESTION. CONSULT Z'/ '1.
ENGINEER FOR A MORE SPECIFIC INTERPRETATI��T
IF REQUIRED. ��Nr
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SUBJECT 10 CGNIPUANCE WITH ALL FEDERAL
STATE ANL) CC UN 1 `! dbL=S AND REGULATIONS
Miami Dade Shutters
Presco South Construction, Inc.
6625 Miami Lakes Drive, Suite 419
Miami Lakes, Florida 33014
Office: 786-660-2660
CGC-1515514
PROJECT: Leonard Fernandez
101 NW 107 ST
Miami Shores, FL 33168-4308
Folio# 11-2136-010-0160
WI;IR mLelm
USE CHARTS AS FOLLOWS.
STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY
AND REINFORCING REQUIREMENTS.
STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT
EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL.
STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1
THRU 3 SHALL APPLY TO ENTIRE SYSTEM. a
C
DAYLITE OPENINGS WIDTHS:
FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125"
INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250"
DAYLITE OPENING HEIGHT:
PANEL HEIGHT — 6.50"
PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625"
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES -700
ALUMINUM SLIDING GLASS DOOR
THIS PRO Y WITH THE
IREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING C
G HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
,REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
5" MAX.
HEAD
13" MAX.
HEAD
4 3/8'
TYP'
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AT INTERLOCK ENDS
SEE SHEET 5 FOR CAPACITY
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-
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DOOR FRAME WIDTH
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48 7/8"
1
5 MAX - -- -
SILL 13" MAX. g
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CLUSTER OF
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-/
AT INTERLOCK ENDS
SEE SHEET 5 FOR CAPACITY
TYPICAL ELEVATION
ox
ALTERNATE SIZE UNITS:
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1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.F' a
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CHART #1
DESIGN LOAD CAPACITY -
PSF G
AVERAGE
PANEL WIDTH
INCHES
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
GLASS TYPES
'B', 'B1'
GLASS TYPES
'A', 'Al'
1TITHOUT REINF.
EXT.(+) INT.(-) EXT.(+) INT.(-)
30
36
42
48
®
82
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0 -
80.0
70.0 80.0 79.Q-80.0
30
36
42
48
54
62.2 71.1 1 C62.2
71.1
30
36
42
48
54
84
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
62.2 71.1 62.2
71.0
30
36
42
48
54
90
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
- - 62.2
71.1
30
36
42
48
54
96
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
- - 62.2
71.1
30
36
42
48
98
70.0
80.0
70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
70.0 80.0 70.0
80.0
30
36
42
48
102
-
-
70.0
80.0
- - 70.0
80.0
- - 70.0
80.0
- - 70.0
80.0
30
36
42
48
108
-
-
70.0
80.0
- - 70.0
80.0
- - 70.0
80.0
- - 70.0
80.0
1
CHART #2
LOAD CAPACITY
- PSF (ANCHORS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
6 ANCHORS
AT I
E N
STIIE 1�DS
EXT.(+) INT.(-)
30
36
42
48
54
82
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.
30
36
42
48
54
84
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.1
30
36
42
48
54
90
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.1
30
36
42
48
54
96
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
62.2 71.1
30
36
42
48
98
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
30
36
42
48
102
70.0 80.0
70.0 80.0
70.0 80.0
70.0 80.0
30
36
42
48
106
70.0 80.0
70.0 80.0
70.0 80.0
70.0 77.9
16" HEAT STREN'D GLASS
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SEE CHART #2 FOR ANCHORS CAPACITY.
LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
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FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF
DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR •RODi1CFREVISM
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SEE SHEET 7 FOR DETAILS b rWing (19&
NOTE:
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SEE CHART #2 FOR ANCHORS CAPACITY.
LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
aE paw Date lI
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1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
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AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
- AT HEAD - — — — — —
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STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(DD
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—
ANCHOR EDGE DISTANCES
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
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o���� W 13-49
sheet 6 of 12
TYPICAL ANCHORS
1VU DULA
-T 1)
Fw
EDGE DIST
3-1/8-
STAGGERED
-1/8"STAGGERED
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
METAL
STRUCTURES
1/8' THK.
(SEE SHEET 6)
LOAD BEARING SHIMS 14
OR
POURED & HARDENED
HIGH STRENGTH GROUT 13
NON—SHRINK, NON—METALLIC
f'c = 5000 PSI MIN.
12
I
W
( M
=uJ
9 =
N = N
� J
N N
rn
NOT APPROVED LIMIT MAX. LIMIT MAX.
FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS
TO 47.0 PSF TO 70.0 PSF
SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD
HORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY
rr— -- --= -- —--------------�,
j I MIAMI—DADE COUNTY APPR'D MULLION I 1
i� SEE SEPARATE NOA �I
II (SEE SHEET ) II
j 3-1/8" j
j i— STAGGERED— I ____ _ I I
— --------------- --- ----�J
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
WEEPHOLES:
W1 = 1-1/2" LONG NOTCH AT EACH END.
W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS
AND 36" O.C.
W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS
AND 36" O.C.
W4 = 1/4- X 1 " LONG WEEP NOTCH AT 5" FROM ENDS
AND 36" O.C.
PILE PADS:
P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION
1-1/16" LONG X 7/16" WIDE X 7/16" HIGH
P2 = SELF ADHESIVE PILE PAD
1 " X 3/8" X 1/4- HIGH
P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN
2-1/2" X 1" X 3/8" HIGH
P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL
2" LONG X 1-7/16" WIDE X 7/16" HIGH _
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drawing no.
W 13-49
sheet 7 of
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PANEL WIDTH Z 3
TYPICAL ANCHORS o �q
SEE ELEV. REINFORCING 1� �' cV Q
AS REQD.g �i
FOR SPACING SEE SHEET 5 TYPICAL ANCHORS n.
FOR CAPACITY O cp ` O
O SEE ELEV.
P2 O D.L. OPG. O FOR SPACING N U
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W 13-49
_ sheet 9 of 12
PfEBi �
PART �
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
V0
I
E701
1
FRAME HEAD
6005-T5
-
2
E702
1
FRAME SILL
6005-T5
-
1
r�
3
E703
2
FRAME JAMB
6063-T6
-
Z M OD
4
E704
2/ PANEL
PANEL TOP AND BOTTOM RAIL
6063-T6
-
5
E705
AS RQD.
PANEL LOCK STILE
6063-T6
-
x N
6
E706
AS READ.
PANEL OUTER INTERLOCK
6063-T6
-
0d.
7
E707
AS REOD.
PANEL INNER INTERLOCK
6063-T6
���
00.
8
E708
AS READ.
PANEL MALE ASTRAGAL
6063-T6
-
0
9
E709
AS READ.
PANEL FEMALE ASTRAGAL
6063-T6
-
0
10
E710
AS READ.
GLAZING BEAD 7/16" LAMINATED GLASS
6063-T6
-
v o�
11
E711
AS REOD.
GLAZING BEAD 1" INSULATED GLASS
6063-T6
-
Q
12
E712
AS READ.
SILL TRIM
6063-T6
OPTIONAL
a0o
0�/ �r
13
E713
AS READ.
2" SILL RISER
6063-T6
-
1r woo N
14
E714
AS READ.
2-3/4' SILL RISER
6063-T6
-
Q W� in
ov'
15
E715
AS READ.
FIXED PANEL CLIP (CONTINUOUS)
6063-T6
-
JN
17
E717
AS READ.
INTERLOCK STIFFENER (FULL PANEL LENGTH)
6063-T6
-
28
Z�cp2Q_
Q `Of0 f
18
#10 X 3/4" HWH SMS
AS READ.
FRAME ASSY. SCREWS
ST. STEEL
-
SETTING BLOCKS AT 1/4 POINTS
EPDM
Lj
18A
�10 X 1" FH SMS
AS READ.
PANEL ASSY. SCREWS
ST. STEEL
-
19
�8 X 1/2" PH SMS
2/CLIP
FIXED PANEL CLIP SCREWS
ST. STEEL
AT 3" FROM ENDS & 16" O.C.
U
20
X10 X 1-1/4" PH SMS
1/ ROLLER
LER INST. SCREWS
ROLLd
-
NOT SHOWN
vJ LO
J �
21
WEATHERSTRIP
AS READ.
FRAME AND PANEL WEATHERSTRIP
-
FIN SEAL .190 HIGH BY ULTRAFAB
ro
O °D
22
E235
AS READ.
INTERLOCK BUMPER BULB
SANTOPRENE
ULTRAFAB
o
23
E203
AS READ.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 6515
N W v
24
PR03-6005 2/ MOV. PANE
TANDEM NYLON WHEELS IN ST. STEEL HOUSING
-
INTERLOCK (1/2" MTG. SPACER REOD.)
25
E718
2/PANEL
FIXED PANEL SKATE
DELRIN
-
N
26
�8 X 1/2" PH SMS
2/CLIP
FIXED PANEL SKATE INST. SCREWS
ST. STEEL
a to
27
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3 PLY DUAL POINT LOCK ASSEMBLY
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SEALANT:
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ALL JOINTS AND
FRAME CONNECTIONS
SEALED WITH
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WHITE/ALUMINUM
COLORED SILICONE.
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sheet 10 of 12
INTERLOCK
28
AS READ.
BUMPON (SILICONE SPACER)
SILICONE
BY FRANK LOWE
29
AS REOD.
SETTING BLOCKS AT 1/4 POINTS
EPDM
DUROMETER 8015 SHORE A
5.059
1.312
1.129
3.562
078
1.824 1.648
3.562
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2.105
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1.998 1.998
I�-1.252 -� I
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2.625
10 GLAZING BEAD
O
11 GLAZING BEAD
O
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O PANEL LOCK STILE
O
PANEL INNER INTERLOCK
1" INSUL. LAM. GLASS
7/16 LAM. GLASS
0' it A 8
0 a G c rl
1.144
1.998
1.471
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3.562
2,0
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5.532
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2.625
12 SILL TRIM
13 2" SILL RISER
14 2-3/4" SILL RISER
M
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PANEL OUTER INTERLOCK
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3.996
3.820
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drawing no.
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W13-49
O PANEL FEMALE ASTRAGAL
PANEL MALE ASTRAGAL
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