WS-19-2905{E - —
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Alec 2(lo / mit• jVC4l0{. I" ��1 �! .
IAI
i
t
r
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 07/07/2020
Location Address Parcel Number
24 NE 111TH ST, Miami Shores, FL 33161 1121360040030
Contacts
Permit NO.: WS -12-19-2905
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit Status: Approved
Expiration: 01/06/2021
PARMER HEACOX Owner ROLLING DOOR INDUSTRIES LLC Contractor
24 NE 111 ST, MIAMI SHORES, FL 331617047 DANIEL RODRIGUEZ
Business: 3059037408 parmerdh@gmail.com 3214 NW 64 ST, MIAMI, FL 33166
Business: 3055999977
Description: REPLACE GARAGE DOOR 1 Valuation: $ 3,807.26 Ins ection Requests:
305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$2.40
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.80
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$128.95
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$128.95
Credit Card
07/07/2020 $78,95
Credit Card
12/09/2019 $50.00
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 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 and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Com, (?(I
Authorized Signature: Owner / Applicant / Contractor / Agent Date
July 09, 2020 Page 2 of 2
E EIVF
�Qd ( Iq1q Miami Shores Village o c o� 2111
1�v iti27 l9 Building Department BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
tt ^^F''BC 20
BUILDING Master PermitNo.VV- 1Z— ff —2 l
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: zy N E III s+
City: Miami Shores County: Miami Dade Zip: 33 1 6 1
Folio/Parcel#: // - ?-I-?L -00q ()d3 D Is the Building Historically Designated: Yes NO �►
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
t)
OWNER: Name (Fee Simple Titleholder): ?l}" EAZ- n EA COX Phone#: C_�, R �3 a
Address: 24 /q F III st
City: Mi/441 SffoQFS State: FL- Zip: f
Tenant/Lessee Name: Phone#: 2a 1 6 I
CONTRACTOR: Company Name: oI1/�l E, DDolk )r1djS4M'es LLC phone#: 305) 599 q9 514-
Address: g2 ) � / 1[ w r.q +A
City: —1 / .4 N i State: ':EL Zip: _3131 6 6
Qualifier Name: 1 cV E Z Phone#(u) 5747-2/17 01-4-+j4C
State Certification or Registration #- Certificate of Competency #: 35 E) oocI 6
DESIGNER: Architect/Engineer: Phone#:
Address: �1 --L City: State: Zip:
Value of Work for this Permit: $, e �T. 2 6 Square/Linear Footage of Work:
Type of Work: ❑ Addition
Description of Work: r
❑ Alteration ❑ New ❑ R air/Replace ElDemolition
lace 6cir" c -,E Dco2 0
Specify color of color thru Mi.
Oi- Submittal Fee ° � ..—Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Radon Fee $
Training/Education Fee $
Structural Reviews $
$+L5 Go�ieS
(Revised02/24/2014)
DBPR $ Notary $,
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $ _
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 ill be charged.
i
Signature Signature
OWNE or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
( ' day of N6�ieM3�2 20 l by day of/l��j/d/�j�/2 20 / 9 by
�Qdf TZ�O N�� k who is personally known to who is personally known to
me or who has produced- tuull;�C_ as me or who has produced 1_2ae/1 i'Z LIeW3- _5s7 as
identification and who did take an oath.
NOTARY PU C:
Sign: �-
Print:
Seal: El_
SINDIA ALVAREZ
Y COMMISSION A GG 238273
EXP!i2ES: September 3, 2022
nd Thru Nu ary Public Underwriters
APPROVED BY
(Revised02/24/2014)
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Z ` plans Examiner
Structural Review
MARIA E MARTIN
State of Florida -Notary Publi
Commission fi GG 267823
My Commission Expires
October 15, 2022
***************
Zoning
Clerk
Property Search Application - Miami -Dade County Page 1 of 1
- OFFICE OF THE PROF'ER"I"'Y" APPROMISER
Summary Report
Property Information
Folio:
11-2136-004-0030
Property Address:
24 NE 111 ST
Miami Shores, FL 33161-7047
Owner
PARMER HEACOX
Mailing Address
24 NE 111 ST
MIAMI SHORES, FL 33161-7047
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/1/0
Floors
1
Living Units
1
Actual Area
1,727 Sq.Ft
Living Area
1,274 Sq. Ft
Adjusted Area
1,480 Sq. Ft
Lot Size
9,225 Sq. Ft
Year Built
1950
Assessment Information
Year 2019
2018
2017
Land Value $230,638
$230,638
$230,638
Building Value $103,008
$103,008
$103,008
XF Value $1,331
$1,346
$1,362
Market Value $334,977
$334,992
$335,008
Assessed Value $165,847
$162,755
$159,408
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes
Assessment
$169,130
$172,237
$175,600
Cap
Reduction
$25,000
$25,000
Taxable Value
Homestead
Exemption
$25,000
$25,000
$25,000
SecondExemption
$50,000
$25,000
$25,000
$25,000
Homestead
$109,408
Regional
__ ......... .......
Exemption Value
__....................
$50,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
COLLEGE HEIGHTS PB 42-8
LOT 3 BLK 1
LOT SIZE 75.000 X 123
OR 21263-0402 032003 4
Generated On : 12/9/2019
Taxable Value Information
2019._............ _ 2018. 2017
.........�................................
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$115,847
$112,755
$109,408
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$140,847
$137,755
$134,408
City ..-----
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$115,847
$112,755
$109,408
Regional
__ ......... .......
Exemption Value
__....................
$50,000
_
$50,000
_......_..
$50,000
Taxable Value
$115,847
$112,755
$109,408
Sales Information
Previous
OR Book -
Price
Description
Sale
PageQualification
21263-
Sales which are disqualified as a result
03/01/2003
$0
0402
of examination of the deed
..... __...... --_................ __
-.--....______........
19089
___............. .... ........ _...._.... ______w.... .......... _.... _.......... ___
04/01/2000
$136,500
Sales which are qualified
3018
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:/twww.miamidade.gov/info/disclaimer.asp
Version
https://www8.miamidade.gov/Apps/PA/propertysearch/ 12/9/2019
Submitted To:
ROLLING DOOR MANUFACTURING
division of ROLLING DOOR INDUSTRIES L.L.0
8214 N.W. 64 St. , Miami, Florida 33166 • T: (305) 599-9977 • F: (305) 599-9979
Parmer Heacox
24 NE 1 1 1 ST
MIAMI SHORES, FL 33161
UNITED STATE.
mailQrolling-door.com • www.rolling-door.com
PROPOSAL # 1810046-3
Job Location:
24 NE 1 1 1 ST
MIAMI SHORES, FL 33161
UNITED STATE
Date
10/30/2019
Terms
PRE -PAID
Qty
Description
Unit Price
Total
FURNISH AND INSTALL:
INSULATED ROLL UP DOOR: MODEL HV -1665-1 • GALVANIZED SLATS (WHITE OR
GALVANIZED FINISH: GAUGE 22 WITH GAUGE 24 BACK SLAT) WITH AFM EXPANDED
POLYSTYRENE (INSULATION) • GALVANIZED HOOD • STEEL JAMBS • TORSION SPRING •
DOUBLE ANGLE BOTTOM BAR WITH ASTRAGAL AND GUIDE SEALS • +/-65 P.S.F. (150
MPH) • STATE OF FLORIDA PRODUCT APPROVED FOR HIGH VELOCITY HURRICANE
ZONE: APPROVAL NO.: FL 14444.2 • PUSH UP OPERATION
DIMENSIONS AS FOLLOW:
1
10-0" WIDE X 7-0" HIGH
3,568.00
3,568.00
SALES TAX
239.26
239.26
• CHAIN GUARD NOT INCLUDED, IF NECESSARY.
• STANDARD SLIDE BOLTS INCLUDED. (ADDITIONAL LOCKS AVAILABLE).
• QUOTE IS BASED ON YOUR VERBAL INFORMATION.
• BALANCE IS DUE UPON DAY OF INSTALLATION. (CHECK MUST BE ON SITE)
• PERMIT PROCESSING IS A CLIENT SOLELY RESPONSIBILITY. FEE NOT INCLUDED.
• DISMOUNTING AND DISPOSING OF THE EXISTING DOORS NOT INCLUDED.
Payment Terms:50% deposit. Balance due prior to scheduling installation/ delivery.
Total $3,807.26
NOTES: (1) One year warranty in parts. (2) Electrical wiring, conduit, and mounting of controls by others. (3) Any alteration
or changes in the specifications above will be executed upon written order. Another Revised Proposal will be issued with
the changes. (4) This proposal is subject to acceptance within 30 days. (5) Sales tax not included.
ACCEPTANCE OF PROPOSAL: The above prices nd specifications are hereby accepted according to the RDI Terms and
Conditions of Sale attached to this Propo . o are authoriz o do the work as specified. Payment will be made as
outlined above.
Customer Acceptance Signature: Date:
Print Name: I T7 ✓� i� �/Z— �����
000537
Municipal Contractor'S�•Recei
Miami'; -Dade County, State of Florida
.I
—THIS IS NOT A BILL — DO NOT PAY
6774179 r
MC
BUSINESS NAMEAOCATION
RECEIPT NO.
EXPIRES
ROLLING DOOR MANUFACTURING
NEW
SEPTEMBER 30, 2020
8214 NW 64TH ST
7582415
Must be displayed at place of business
MIAMI FL 33166
Pursuant to County Code
O
ti
Sec 10-24
OWNER
ROLLING DOOR INDUSTRIES LLC
a`
SEC. TYPE OF BUSINESS
RMC SPECIALTY BUILDING CONTRACTOR
PAYMENT RECEIVED
l l BS00096
BY TAX COLLECTOR
$37.50 12/02/2019
Category(s) 1
CREDITCARD-20-017494
For more information, visit www.miamidade. ov axcollector
e- 1 r.
V,
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MAXIMUM
A.S.D.
DESIGN
PRESSURE
RATING (PSF)
DOOR
WIDTH
(Ft.)
SLIP
(In)
vX
(Lb/Ft)
vyA
(Lb/FQ
MAX. ANCHOR SPACING TO POURED CONCRETE
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rc-2 kai ra-3 kit rc _ 2 kW 1'c-3 Wl re -4 kW rc - 4 k4i re- 2 kd rc _ 3kY rc _ 4kai rc -e ki rc-2 kail'c
Min. M. CR Min. Min. kin. Yin. Min. Yin. Yin. LRn. Yin.
0 +
3 kW 1' 4ka4 rt - 6 kat
Yfn. in. Min.
10-0'
7/32'
891
250
12"
12'
W
12'
12'
12'
12'
12"
12'
12"
12'
12'
12'
12"
+50.0, -50.0
12'-0"
3/8'
1051
300
12'
12'
12'
12"
12'
12"
11"
12'
12"
12'
11"
12'
12'
12'
• •
14'-0'
5/8'
1125
350
12'
12'
12'
12'
12'
12'
10 1/2"
12"
12'
12'
10'
12'
12'
12"
16'-2'
1'
1179
404
12'
12"
12"
12"
12'
12"
9 1/2'
11 1/2'
12'
12'
9 1/2'
12"
12"
12'
10-0"
7/32'
1017
275
12'
12'
12'
12"
12'
12'
11 1/2'
12'
12'
12"
11 1/2'
12'
12"
12' •
+55.0, -55.0
12'-0'
3/8'
1180
330
12'
12'
12'
12'
12'
12'
10'
12'
12'
12'
10'
12"
12'
12" •
14'-0"
5/8'
1254
385
12'
12'
11 1/2'
12'
12'
12'
9'
11'
12"
12'
9'
11 1/2'
12' 1
12' •
16'-2"
1'
1308
445
12"
12'
11"
12"
12'
12"
8 1/2'
10 1/2'
12'
12'
8 1/2'
10 1/2'
12"
12-
10-0,
7/32"
1141
300
12'
12'
12'
12'
12'
12'
10 1/2'
12'
12'
12"
10 1/2'
12'
12'
12"
+60.0, -60.0
12'-0'
3/8"
1307
360
12"
12'
11"
12"
12"
12'
9'
10 1/2'
12'
12"
9'
11"
12'
12"
14'-0'
5/8"
1381
420
11 1/2'
12'
10 1/2"
11 1/2'
12'
12'
8 1/2'
10"
11 1/2"
12'
8 1/2'
10 1/2'
12'
12"
16'-2'
1'
1436
485
11'
12"
10"
11"
12"
12"
8'
9 1/2'
11"
12'
8'
9 1/2'
11 1/2'
12'
7/32"
1263
325
12"
12'
11 1/2'
12'
12'
12"
9 1/2'
11'
12'
12'
9 1/2'
11 1/2'
12 -Al
+65.0, -65.0
E12' -O'
3/8'
1432
390
11'
12'
10"
11 1/2'
12'
12
8"
9 1/2'
11 1/2'
12'
8'
10"
5/8'
1507
455
10 1/2'
12'
9 1/2'
10 1/2'
11 1/2'
12
7 09"10
1/2'
12'
7 1/2'
9 1/2'
1'
1562
525
10'
12"
9'
10'
11'
12'
6 1/2"0
8 1/2'
10'
12"
7 1/2'
9'
A — 5/8'0 HILTI KWIK BOLT TZ EXPANSION ANCHOR O 10' Min. SPACING.
8 — 5/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR O 9' Min. SPACING.
ONLY ALLOWED TO BE USED AT JURISDICTIONS WHERE COMPLIANCE W/
ACI 318-05 APPENDIX D IS NOT ENFORCED BY BUILDING OFFICIAL..
C — 5/8'0 HILTI HUS—H SCREW ANCHOR O 8' Min. SPACING EXCEPT WHERE
0 MARK 6 1/2' Min. SPACING IS ALLOWED.
D — 5/8'0 POWER FASTENER WEDGE BOLT ANCHOR W/ 7 1/2" Min. SPACING.
ALL 3 ANCHORS W/ 4" MINIMUM EMBEDMENT, 6' MIN. EDGE DISTANCE k
8' MIN. WALL THICKNESS.
N. TIQIT-
3P. JpENSF
No. 4067 *'
CC
C
Florida
Code (High Velocity Hurricane
EXISTING
STRUCTURE
•
Nix
•
i••••
•
•vy ••
004 •
• • • •
•
•
LOAD
D/AGRAA/
• • •
•
• •
1000
0000
00-4
EXISTING
I 0 6T000TURE
• •
• • 4
• •
! ,• •
• •
• • 1
00000
•
• •
•vx
0 • '
• ••
• •
••
00
•vp •
0000
LOAD
DIAGRAM
Code (High Velocity Hurricane
j-'14
BOTTOM SLAJ//1Bid' Cont.1/4tirrf 1/2' "M BOLT
N& BNR AT0 12'O.C.
D1fIEWR SIDE
3/r6i
RKCNDN X1
® BQrMM BAR DSML
SCALE : 3/8' - 1'
11a•
31a0•
.eta•
1.711 lJ3'
PDO O.aM'
rata' —T 0
.erg .812 Me, a
r.13r
WIDE R41L
AUAEW
BDrZQM BAR
SCALE . J/D' 1'
Florida
•
DRTAIL�•law.•a.r1
N. T.S.•••••
Cade
I
L[Iy
AUAEW
BDrZQM BAR
SCALE . J/D' 1'
Florida
•
DRTAIL�•law.•a.r1
N. T.S.•••••
Cade
A Count., 8o - SWI COSTING STEEL SMUCRAPE
REOUM (r)V.) W/ I/4' 1- ROLL-UP DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR
�'� 1611. WALL /74CKAESS CODE COMPLIANCE IN ACCORDANCE WITH THE 2017 (61N EDITION) OF THE FLORIDA BUILDING CODE
• HOOD 74 G4 AYr TM6 w f' O.7S0' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.
' (CWTMNAL) I/IYrJ/4 • A , rE \� FOR A WW SP® AS REQUIRED BY THE JURISDICTION WHERE THFSE SHUTTERS W0.1 BE k5TN1ID NO
• 11' QG \\\\ \. 16 I
y� A 7/16' i-� FOR A DIRECTIONALITY FACTOR K.-0.85. USING ASCE 7-10 NO SiNL NOT EXCEED THE
64 / \ ,. MAXNUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1.
• • 17' O.C. • I7' QC IN ORDER TO VERIFY THE ABOVE C(NIDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
SLOPS � � TO IQ 1 \ SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 W ORDER TO
TO COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICTED ON THIS NOTE 1.
•O`NG • r1' QG 1
16 G7i p ROLL-UP DOOR'S ADEQUACY FOR IMPACT AND FATIGUE RBW94CE HAS BEEN VERIFIED N
• 0. w ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING
I� l/80RATORY, INC. REPORT /5061, PER TAS-201, TAS-202 kTAS-20] PROTOCOLS.
• 1 AS$EMBLy BOLT 1/7wr I/7' I d
��• (FIRST • e' FROM BOTTOM, BVANCE • I6' 0.0) r SLIT MAX. A.S.D. DESIGN PRESSURE RATING: +65.0. -65.0 PSF
2- SLAT TO BE AS.T.M. A-653 GR 50 STRUCTURAL DUALITY STEEL WITH MIN Fy 50.0 ka. AND
• T �T L 7+7.7116- C.". -- , G-90 GALVANIZING PER AS.T.M. A-653. OR AI.S.1. 304 SERIES STNNI&SS STEEL MANUFACTURED
1 L 71717/16' M. 0.100 WITH A MINIMUM YIELD STRENGTH OF Fy - 50.0 kii. • • • • • •
• L 71717/16 Cont. (/711/211/6' COM. 3- ALL STEEL ANGLES TO BE AS.T.M. A-36 DELIGNAT.W. SODP PRIMED AGAINST CORROSION PRIOR M
4 STEEL AM"!' E MND 84P INSTALLATION. • • • • • •
}� N6tlLOCK W-I AT EVERY 0 COVE.
• a SLAT 6A1COW% 60� M6MD BAT 4- WNDLOCNS TO BE *MALLEABLE IRON" Fy - 12•kg Jfj 4S.I. DE%4T10N qW W/ Fy - 44 w
(� "_7
• 17' 0.C. CHR3 OF 3 FOR OME OR NICKEL PLATED. •
•
SLSEE IP EACH SIDE 3�• O 17" O.C. 5- ALL ASSEMBLY DOLTS TO BE SAE. GRADE 26L��114AAPTATED OR GALVMIIZL� STEEL
•
FDR A OVER SIZE DOOR r/B' 1' ALTERNATE 10 • • •
C B FRONT MELOIC 6- STEEL WINDBARS TO BE A.S.T.M, A-35 OESIGNMOIW}}OP PRIMED PR10*09t19STALIAT10N. 0
GUIDE • DETAI 1/2 7- HOOD TO BE 24 GA. AS.T.M. A-653 DESIGNAT14N Q rW FINISH TYPE CWN6.• • • •
IML SECTION C-C
8- ALL RIVETS TO BE AI.S.1. 01006 SPHERODIZE� ALUYNUY jpW CAW COLD HEAD4"
M. BOTTOM w(b SCALE : 3/8- - 1' Q ZINC PLATED. W/ 55.0 kri. k71fa l l l .E SiRFJNGf4. ASOMANU`CTURED BY
UNIVERSAL RIVET. INC. •• •• 0000 ••
9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY HILT, NC MTD SHALL BE INSTALLED FOLLOLWNG
e' M:. E.D. ALL OF THE RECOMMENDATIONS AND SPECIFICWA S EF•T*E ANCHOR'S MMNUAICTIRER.
• • •
A 2.000' 1'-� 10- ALL WELDING TO CONFORM TO AMERICAN WRDING SOCIM'S AWS D10.1 REGUL*IONS. 0 •
16'-7' DOOR M10TH (Mor.)--.I SECTION A-A USE AW.S ASA OR A5.5 E60XX ELECTRODES MIN. 3/16' FILLET SIZE.• 0 0 0 0 0
SLIDE BOLT LOCK N. T. S. Tim 11- INSULATION MATERIAL SHALL BE EPS-EXPANIED PO•YSMENE INSULATION. MANUFACTURED BI• •
(ry. EA END) 111 If SGiEOULE ON SHEET J OF J)
3/'Y DYPIAST PRODUCTS LLC.. W/ MIAMI DADE COUCOU"PRODOCT APPROVAL. • • •
(SEE
SURE fiRST BOLT AT 6' FROM 9OT1[Ml. 2- IT SHALT. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT" 6TNG STRUCTURE 6
TYPICAL DOOR ELEVATION EXISn G ! DESIGNED TO SUPPORT V. AND Vy FORCES AT BOTH JAMBS.
N. T. S.6�
SEE SCHEDULE ON SHEET 3 OF 3, FOR V. &Vy VALUES.
EOV6tf0 (Tjp) ._ • 1 1 ;' 13- ROLL-UP MECHANISM NOT PART OF THIS APPROVAL.
I 1
14- (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
•FOR A SITE SPECIFIC PROJECT; I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
pp (B) CONTRACTOR TO BE RESPONSBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS
tf LPRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
4 FMAY BOLT 1/2.6X1 1/7' DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S
XiT OM 0.673' (FIRST O B- FROM BOTTBALAA .. 0 16. O.C) RESPONSIBILITY.0.610' .620' 1 SLAT (C) THIS P.E.D. WILL BE CONSIDERED MNAJD IF MODIFIED.
2 GA 2 G4 rl (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR
r W r
_ L 112'.3/16• Cont. ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND
OS
CLOSLWE - J WHO WILL RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER CORD.
.100' ACTING ASA A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TOO MS LATTER
R g THE SITE SPECIFIC DRAWINGS FOR REVIEW.
3 y p l ] ,3 ,3116- Cont (E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
ri N • h A 4( T/7 i)/7-rl/B' COM
c ry
'14 NNSULITXJ!/ .W7ERNL SAQ A/KI.E M.� BAR PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R.
3 R (SEL NOTE r 1) IF}tlLOCK w- r Ar Q1iN / / .
Grl I
112-,118-
ELT/ FLA. �T B0[E1p�Y867�•.((T�'.•WIND iIAR` 15- PRODUCTS MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT DOOR
(SEE /y�-•,.••C„ ONE LABEL SMALL BE PLACED FOR EVERY OPENING. LIBELING TO COMPLY WITH SECTION
•f'_ \GG1,SF'••.� - 1709.5.2.1., OF THE FLORIDA BUILDING CODE.
0.160" -+ 0.560' SEE SHEET J � J i>�
0 12' 0. 1 T 7000'--. FORSUPGNFHCHS °9�D. 44167 Florida Building Code (High Velocity Hurricane Zone)
O I2' O.G. •� T' ` .7017 Txnm
M. DRw Br.
ALiERH1iE TD 16'-2' MAX. 22 GAGE SLAT ROLL-UP DOOR LIG
LAIN INSULATED ^^ WELDING SECTION B-B STATE OF :'�
SCALE : 3/8" - I' AV I=L C• O E M G, ROLLING DOOR 8214 W 64 SSTTR/E5, LLC. ^ mm 7
SCALE : 1/2' - 1- r •II P111 I•.. rrl1-1t aco•outreoln vva PIN, '-399-9977 FL_"166
Jab-saa-9aA 17-245
Sl FLAT SLAT I oRAwwc SHALL ONLY BE USED To ..�f(1�_
�- r
OBTAIN PERMITS IN THE STATE OF FLORIDA rrrMl N Ee-XA671s
WALTER A r, J,. P.E. ae rA-10
ntO LTC { 4 1 7 ♦ SHEET I OF J
Roll Up Door to Concrete (Manual Push Up) Page 1.jpg
•• •• • • • •• •• •
• • • • • • • • • •
SPRING
ADJUSTOR
7-1/4"
Slat finish.
White: x
Galvanized-_
Other:
• • ••• • • • • •••
Please indicate the following:
• • • Exjarior"
•f• ••• ••x INflol'•
•• • •• ••• ••
• • • • • •
• • • • • • • N[ 4 0'. ;
HOOD 0 40 1 18"
i
I
i
N
ROLLING DOOR
INTERLOCKING SLATS
WITH WINDLOCKS
E�41: STf: 11
SUDEBOLTS
AT BOTH JAMBS
ELEVATION (COIL SIDE) AND SECTION VIEW
11/13/19,12:34
Acceptance Signature:
Print Name:
RIORlLT GOOF: AYR
HV1665INS 1810046-3
ttoWg Door McraocWrkp corp. ROLLING DOOR - FACE OF WALL Y mn"3
8214 NW 641h Street MASONRY PUSH UP OPERATION COMMALTM
PARMER HEACOX
— ORICWAL ORAWMO
MIamL FL 33166 - USA. dit
wcrRcr:
# REVISION DATE BY www.roign"oor.com
1/2
https://mail.google.com/mail/u/0/ Page 1 of 1
v
Roll Up Door to Concrete (Manual Push Up) Page 2.jpg
• • •••• •• • • •••
•• •• • •• •• •
• • • • • • • • • •
Acceptance $ignatjre:• • •
Print t:meo • ; : : : • •:
•
• •• • • • •
••• ••• • •• ••• •••
•• • • • •• ••• ••
••• • • • • •• •
. 8' 6"
OPEMNG WDTH
1/4"
3"
PLAN OF OPENING
STECL BRACKET PLATE
4-1/4
5-
11/13/19, 12:35
2/2
(5" instead of 3" on the drive side)
HV1665INS 1 1810046-3
RoMg Door Manutacfudng Corp. ROLLING DOOR
82 4 NW 64th SKeet GUIDE ASSEMBLY -FACE OF WALL -,r, 10ft
nnlom.FL33166-U.S.APARMERHEACOX
— ORIGINAL DRAWING . waoat�c
# REVISION DATE BY V' wwwrolAng-door.com
https://mail.google.com/mail/u/0/ Page 1 of 1
I-
Florida Building Co... https://www.floridabu...
Comments
Archived
Product Manufacturer
Roiling Door Industries, LLC
Address/Phone/Emall
ecce wom. I wt n � w. a.ssa.mw � eror Togo I weme suborn. srw s r.m I netomn rx srn � acs st. n,
duct Approy.l
usER: ruse mr
d rad -cit
4;=Dp—=
FL X
A"a- watr
FL34444-113
Appllcatlon Type
Revision /
Code Version
2017
Application Status
Approved
ma0prolling-dmr.mm
Comments
Archived
Product Manufacturer
Roiling Door Industries, LLC
Address/Phone/Emall
8214 NW 64th St
Miami, FL 33166
(305) 599-9977
ma0prolling-dmr.mm
Authorized Signature
Ernesto Rodriguez
mallarolling-dmr.mm
Technical Representative
• • • • • •
Address/Phone/Email
• •
•
• • • • • •
Quality Assurance Representative
• • • • • •
• • •
• • •
•
• • • • • •
Address/Phone/Email
•
Category
Exterior Doors
• • • •
• •
• • • • • •
• •
Subcategory•
Roll- Exterior Door Assemblies
•
: • •
••••
• ••
•••••
Compliance Method
Evaluation Report from a Florida Registered Ardri
tii• • • •
• • • •
• •
• • • • •
Florida Professional Engineer
• •
•
T Evaluation Report- Hardoopy Received
•
• • •
•
•
Florida Engineer or Architect Name who deveivped
Walter A. Tllllt Jr., P.E.
: : :
•
the Evaluation Report
• •
• •
• • • • • •
Florida Lcame
PE -44167
• • • • • •
Quality Assurance 6dlty
National Acaed Cation and Management Institute : •
•
• • • • • •
Quality AssuranceContract Contract Expiration Date
12/31/2018
• •
• • •
• • •
• •
Validated By
John W. KnezeAch, PE
• • •
4 Validation Checklist - Hardcopy Received
• • • •
Certin ate of Independence
F114444 i COI R 1 rN D000. IN TRI
OF rNDFwFNDFNr'F_PDF
STRIrSLLC
5 C C
t ]-747 CERTLCATION OF INDFPENDENCEYDF
17-246 CERTLFTCATION OF INDEPENDENCE PDF
Referenced Standard and Year (of Standard)
,yf•Dlaw
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence W Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/06/2017
Date Approved 12/12/2017
Summery of Products
FL • Model, Numlw or Nsme Desralption
14444.1 14'-2' MAX. WIDE 24 GAGE SLAT COLD FORMED SLATS INTERLACI® TOGET
1 of 2 3/14/2018, 8:41 AM
Florida Building Co... https://www.floridabu...
ROLL UP DOOR
•
• •
RETAINED BY TRACKS TO PROVIDE HURRIC
PROTECTION AND ENTRANCE CLOSURE
Limits of Use
iro[allatlm Instructims
Approved for uaa in HVHZ: Yes
FL34444 R3 II ROLLING DOOR INDUSTRII
17-247.PDF
Approved for aN Oubide HVHZ: Yes
Impact Resistant: Yes
Verified By: Walter A. Tillit In, P.E. PE 441f
Deaign Pressure: +60/-60
Created by Independent Third Party: Yes
Other: Large Missile. Max span is 14'-2' for +/- 60 psf ASD
Evaluation Reports
Design Land. See sheet 3 of installation drawings for other
Fl 14444 R3 AF RDI I TNr. DOOR TNDI ISm
spans and pressures.
17-247 - PRODUCT EVALUATION REPORT.P[
Created by Independent Third Party: Yes
14444.2
16'-2' MAX. WIDE 22 -rE SLAT
COLD FORMED SLATS INTERLOCKED TOGET
ROLL LIP DOOR
RETAINED BY TRACKS TO PROVIDE HURRIC
PROTECTION AND ENTRANCE CLOSURE.
Limits of Uaa
Irotallatlm Instruetlms
Approved for uaa In HVHZ: Yes
Fl 14444 R3 ii ROLLLNG DOOR INDUSTRII
Approved for use mblde HVHZ: Yes
17-245.PDF
Impact Resiatonti Yes
Verified By: Walter A. TISIt, In P.E. PE 441E
u
Design Presaro: +65/-65
Created try Independent ThNd Party: Yes
Other: Large Missile. Max span is 16'-2" for +/- 65 P ASD
EvaluationReport
Design Load. See sheet 3 Of installation drawings for other
Fl 14444 R3 AF ROLNG DOOR INDUSTR'
spans and pressures.
11 r P,1ODUrr FVAI UATTDN REPORT. PDF
Created by Independent Third Party: Yes
14444.3
26-0" MAX. WIDE 20 GAGE SLAT
COLD FORMED SLATS INTERLOCKED TOGET
ROLL UP DOOR
RETAINED BY TRACKS TO PROVIDE HURRIC
PROTECTION AND ENTRANCE CLOSURE.
Limits of Use
Installatlm Instructims
Approved for use In HVHZ: Yes
Fl id444 R3 ii RDLLLNG DDDR iNpIISTRII
Approved for useoutside tfVHZ: Yes
17-246 PDF
Impact Resistant: Yes
Verified By: Walter A. Tillit In, P.E. PE 441E
Design Proxmire! +70/-70
Created by Independent Third Party: Yes
Other: Lange Missile. Max span is 26'-0' for +/- 70 psf ASD
Evatuatlon Reports
Design Load. See sheet 3 of installation drawings for other
FL14444 R3 AE ROLLING DOOR INDIYTR:
17-246 PRODUCT EVALUATIONREPORIPDI
spans and pressures.
Crestal by Independent Third Party: Yes
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Florida Building Code (High Velocity Hurricane Zone)
* *
oaOrT arzca INC
16'-2' MAX. 22 GAGE SLAT ROLL -UP DOOR DAM °r`
STATESTATE 0
i`
�L EC•0INC.
ROLLING DOOR LLC. ••Ai/n
AA
WINDUSTRIES,
62riNW6+R arz
.
.......
...a� Lt.
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eJlf MsGr ( >Mix-rS�io lm i 4m"11ey r>r> rvj Irae
PN: J05-599-9977 FAX, J05-599-9979 17-245
.
•••
_ LA91M4 M,
•
? A F?L6J19
M'FLORI A TWT
noR/DI L;c IursT
• •
/ ! 16'-2' DOOR WIDTH (M9x.)
— SLIDE BOLT LOCK
(Typ. EA END)
TYPICAL DOOR ELEVATION
N. T. S.
"1_�� 6' Min. E.D.
A SECTION A -A [2,00t)
N.
T. S. TT
11 I
1N 1r
I I
EXISTING
.610" 0.620'
1 GA 2 14
g r 14 G4
Ti I CLOSURE
R "•
INSULA ��RLV.
0.560' 0.560'
PLA /N INSULATED
(j)FLAT SLAT
SCALE : 1/2' - 1"
SLAT
l �, L � �•���' .. III 6. .
I- ROLL -UP SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR
CODE COMPLIANCE W ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING COOL
DES" WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,
FOR A WIND SPEED AS REQUIRED BY THE JUPoSDMON WHERE THESE SHUTTERS WILL BE INSIALLED NO
FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE
MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1.
12' O.C. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 N ORDER TO
TO COMPARE THESE W/ MAX. (0.5.0) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1.
ROLL -UP DOOR'S ADEQUACYFOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N
ACCORDANCE WITH SECTION 1626OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING
LABORATORY, INC. REPORT % 5061, PER TAS -201, TAS -202 M TAS -203 PROTOCOLS.
=Q 2- SLAT TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN Fy - 50.0 kW. AND
�S G-90 GALVANIZING PER A.S.T.M. A-653, OR 0.1.5.1. 304 SERIES STAINLESS STEEL MANUFACTURED
-� WITH A MINIMUM YIELD STRENGTH OF Fy . 50.0 kW.
/2'x1/6" CANT. 3- ALL STEEL ANGLES TO BE A.S.T.M. A-36 DESIGNATION, SHOP PRIMED AGAINST CORROSION PRIOR TO
Ara,WIND BIR INSTALLATION.
I/2k I/B' CON/.
REEL N7N0 BIR 4- WINOLOCKS TO BE -MALLEABLE IRON' Fy - 42 kW OR AI.S.I. DESIGNATION STEEL W/ Fy - 40 I.L.
7F-<* 12- O.C. CHROME OR NICKEL PLATED.
<O 12' 0.C. 5- ALL ASSEMBLY BOLTS TO BE S.A.E. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL.
ALTERNATE 7D
FRONT WELDING 6- STEEL WINDBARS TO BE AS.T.M. A-36 DESIGNATION. SHOP PRIMED PRIOR TO INSTALLATION.
7- HOOD TO BE 24 GA. A53.M. A-653 DESIGNATION 0-90 FINISH TYPE COATING.
6- ALL RIVETS TO BE A.I.S.I. C1006 SPHERODIZED ANNEALED ALUMINUM LOW CARBON COLD HEADING
QUALITY STEEL, ZINC PLATED, W/ 55.0 k•;. MINIMUM TENSILE STRENGTH, AS MANUFACTURED BT
UNIVERSAL RIVET, INC.
9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY HILTI, INC AND SHALL BE INSTALLED FOLLOWING
ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AND
MANUFACTURER.
10- ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY'S AWS DIA REGULATIONS.
USE A.W.S A5.1 OR A5.5 EBOXX ELECTRODES MIN. 3/16' FILLET SIZE.
it - INSULATION MATERIAL SHALL BE EPS -EXPANDED POLYSTYRENE INSULATION, MANUFACTURED BY
1E7r ANCHOR DYPIAST PRODUCTS LLC., W/ MIAMI DADE COUNTY PRODUCT APPROVAL,
LE ON SHEET J OF J)
BOLT AT B' FROM BOTTOM. 2- IT SHALL BE THE RESPONSIBILItY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS
DESIGNED TO SUPPORT Vx AND Vy FORCES AT BOTH JAMBS.
SEE SCHEDULE ON SHEET 3 OF 3, FOR V. O VT VALUES.
13- ROLL -UP MECHANISM NOT PART OF THIS APPROVAL
14- (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT; IL WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
(B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS
PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
ASSEMBtr BOLT 1/2'•XI 1/2' DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S
(FIRST o B' FROM BOTTOM &VANCE. • 16' O.C) RESPONSIBILITY.
L J-,2-,J/IS- Cant.
1/2kl/1'x i/8' CONT) y l I I I \� L J kJkJ/r6' conL
STEEL ANCLf WIND BIN AAAIII / _ _
J SEE t2' 0. G� , r J.000'_FOR A
AI.TiRFRONT *ELDING *1SECTION B -B
SCALE : 3/8' e 1'
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMrrS IN THE STATE OF FLORIDA
A
• j;
OG{i
•
NIS
• 1
•
•
• hSLAT
•
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•
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C-1.1 Bohno• *Yore E70S*A6 WEFT. STR&TL*Z • • • • •
SOS• "' • IFn. IYN.1•TNCKNE55 • • � •
A Ir
A • 17" O.G
J/16' V /III'
A ER O.C.
STOPS RON4 WEI O
FN is
RONj EZOINC• • • • • •
• � *1617.G
00 0 0
ASSEM&r BOLT 1/2Yx1 1/2'
(FIRST • 6' FROM BOTTOM BVANCE. O le' O.C)
SLAT l Jk2kJ/16' Con f. ..-
L JitW16' Con(. 0.500
t Jk3kJ/I6' cant.
ANCYwU-d1AT BOTTOW f,QT)
(SEE DETAIN. I/Zf
SEE SHEET J OF J FOR
SLP TYR EACH SAVE
FOR A GA2'N SIZE DOOR J.000'—
DETAIN. I/2
SECTION C -C
IF- IYP. BOTTOM BAR ® SCALE : J/8' - I
(OPTIONAL) 1/i%xJ/4
ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND
WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,
ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER
THE SITE SPECIFIC DRAWINGS FOR RENEW.
(E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
4r61,^,`�FT
PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
15- PRODUCTS MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT DOOR
EVERYODEENING. TO COMPLY SECTION
�GENSF '✓� `
ONELABELING WITH
ONE L
THE FLORIDA BUILDING
b. 4467
Florida Building Code (High Velocity Hurricane Zone)
/ ! 16'-2' DOOR WIDTH (M9x.)
— SLIDE BOLT LOCK
(Typ. EA END)
TYPICAL DOOR ELEVATION
N. T. S.
"1_�� 6' Min. E.D.
A SECTION A -A [2,00t)
N.
T. S. TT
11 I
1N 1r
I I
EXISTING
.610" 0.620'
1 GA 2 14
g r 14 G4
Ti I CLOSURE
R "•
INSULA ��RLV.
0.560' 0.560'
PLA /N INSULATED
(j)FLAT SLAT
SCALE : 1/2' - 1"
SLAT
l �, L � �•���' .. III 6. .
I- ROLL -UP SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR
CODE COMPLIANCE W ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING COOL
DES" WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,
FOR A WIND SPEED AS REQUIRED BY THE JUPoSDMON WHERE THESE SHUTTERS WILL BE INSIALLED NO
FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE
MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1.
12' O.C. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 N ORDER TO
TO COMPARE THESE W/ MAX. (0.5.0) DESIGN PRESSURE RATINGS INDICATED ON THIS NOTE 1.
ROLL -UP DOOR'S ADEQUACYFOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N
ACCORDANCE WITH SECTION 1626OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING
LABORATORY, INC. REPORT % 5061, PER TAS -201, TAS -202 M TAS -203 PROTOCOLS.
=Q 2- SLAT TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN Fy - 50.0 kW. AND
�S G-90 GALVANIZING PER A.S.T.M. A-653, OR 0.1.5.1. 304 SERIES STAINLESS STEEL MANUFACTURED
-� WITH A MINIMUM YIELD STRENGTH OF Fy . 50.0 kW.
/2'x1/6" CANT. 3- ALL STEEL ANGLES TO BE A.S.T.M. A-36 DESIGNATION, SHOP PRIMED AGAINST CORROSION PRIOR TO
Ara,WIND BIR INSTALLATION.
I/2k I/B' CON/.
REEL N7N0 BIR 4- WINOLOCKS TO BE -MALLEABLE IRON' Fy - 42 kW OR AI.S.I. DESIGNATION STEEL W/ Fy - 40 I.L.
7F-<* 12- O.C. CHROME OR NICKEL PLATED.
<O 12' 0.C. 5- ALL ASSEMBLY BOLTS TO BE S.A.E. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL.
ALTERNATE 7D
FRONT WELDING 6- STEEL WINDBARS TO BE AS.T.M. A-36 DESIGNATION. SHOP PRIMED PRIOR TO INSTALLATION.
7- HOOD TO BE 24 GA. A53.M. A-653 DESIGNATION 0-90 FINISH TYPE COATING.
6- ALL RIVETS TO BE A.I.S.I. C1006 SPHERODIZED ANNEALED ALUMINUM LOW CARBON COLD HEADING
QUALITY STEEL, ZINC PLATED, W/ 55.0 k•;. MINIMUM TENSILE STRENGTH, AS MANUFACTURED BT
UNIVERSAL RIVET, INC.
9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY HILTI, INC AND SHALL BE INSTALLED FOLLOWING
ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AND
MANUFACTURER.
10- ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY'S AWS DIA REGULATIONS.
USE A.W.S A5.1 OR A5.5 EBOXX ELECTRODES MIN. 3/16' FILLET SIZE.
it - INSULATION MATERIAL SHALL BE EPS -EXPANDED POLYSTYRENE INSULATION, MANUFACTURED BY
1E7r ANCHOR DYPIAST PRODUCTS LLC., W/ MIAMI DADE COUNTY PRODUCT APPROVAL,
LE ON SHEET J OF J)
BOLT AT B' FROM BOTTOM. 2- IT SHALL BE THE RESPONSIBILItY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS
DESIGNED TO SUPPORT Vx AND Vy FORCES AT BOTH JAMBS.
SEE SCHEDULE ON SHEET 3 OF 3, FOR V. O VT VALUES.
13- ROLL -UP MECHANISM NOT PART OF THIS APPROVAL
14- (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT; IL WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
(B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS
PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
ASSEMBtr BOLT 1/2'•XI 1/2' DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S
(FIRST o B' FROM BOTTOM &VANCE. • 16' O.C) RESPONSIBILITY.
L J-,2-,J/IS- Cant.
1/2kl/1'x i/8' CONT) y l I I I \� L J kJkJ/r6' conL
STEEL ANCLf WIND BIN AAAIII / _ _
J SEE t2' 0. G� , r J.000'_FOR A
AI.TiRFRONT *ELDING *1SECTION B -B
SCALE : 3/8' e 1'
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMrrS IN THE STATE OF FLORIDA
(C)THIS P.E.D. WILL BE CONSIDERED INVALID IF MODIFIED.
(D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR
ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND
WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,
ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER
THE SITE SPECIFIC DRAWINGS FOR RENEW.
(E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
4r61,^,`�FT
PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
15- PRODUCTS MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT DOOR
EVERYODEENING. TO COMPLY SECTION
�GENSF '✓� `
ONELABELING WITH
ONE L
THE FLORIDA BUILDING
b. 4467
Florida Building Code (High Velocity Hurricane Zone)
* *
oaOrT arzca INC
16'-2' MAX. 22 GAGE SLAT ROLL -UP DOOR DAM °r`
STATESTATE 0
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ROLLING DOOR LLC. ••Ai/n
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WINDUSTRIES,
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PN: J05-599-9977 FAX, J05-599-9979 17-245
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MAXIMUM
A.S.D.
DESIGN
PRESSURE
RATING (PSF)
DOOR
WIDTH
(Ft.)
SUP
(In)
VX
(Lb/Ft)
V y
(Lb/Ft)
A k
f'c - 2 ksi f'c - 3
Min. Mn IR
e k
ksi Pc - 2WI Fc 3 kti f'c
in. Mtn.
4 WI Fc
Min.
MAX. ANCHOR SPACING TO POURED
C k
. 8 ksi ib 2 ksi Ye 3 ksi f'c 4 ksi Pc
Min. Min. Min. uin.
CONCRETE
p k
6 Its! is 2 ksi Fc 3 kc : 4 ksi Fc
Min. Min. MiM fn. Min.
. 6 kN
Min.
10-0"
7/32"
891
250
12'
12'
12"
12"
12'
IV
12'
12"
12'
12'
12"
12"
12'
12'
+50.0, —50.0
12'-0'
3/8'
1051
300
12'
12'
12'
12'
12'
12'
11"
12"
12"
12'
11"
12'
12"
12"
14'-0'
5/8"
1125
350
12'
12'
12'
12"
12'
12'
10 1/2'
12'
12"
12"
10"
12"
12"
IV
16'-2'
1"
1179
404
12"
12"
12"
12"
12"
12"
9 1/2'
11 1/2'
12"
12'
9 1/2'
12'
12
12'
10-0"
7/32'
1017
275
12'
12'
12"
12'
12"
12"
11 1/2"
12'
12"
12"
11 1/2' 1
12"
12"
12'
+55.0, —55.0
12'-0'
3/8'
1180
330
12'
12'
12'
12"
12'
12'
10"
12' 1
12"
12"
10"
12"
If
12'
14'-0'
5/8"
1254
385
12"
12'
11 1/2'
12"
12"
12'
9'
11'
12"
12'
9"
11 1/2'
12"
12'
16'-2'
1"
1308
445
12"
12"
11"
12"
12'
12"
8 1/2"
10 1/2'
12"
12"
8 1/2"
10 1/2'
12"
12'
10-0'
7/32"
1141
300
12"
12"
12'
12"
12"
12"
10 1/2"
12'
12"
12'
10 1/2'
12'
12"
12"
+60.0, —60.0
12'-0'
3/8"
1307
360
12'
12'
11"
12"
12'
12"
9'
10 1/2'
12"
12"
9"
11"
12'
12"
14'-0'
5/8'
1381
420
11 1/2'
12"
10 1/2'
11 1/2'
12'
12'
8 1/2'
10"
11 1/2'
12"
8 1/2'
10 1/2"
12"
12'
16'-2"
1"
1436
485
11"
12'
10"
11"
12"
12"
8'
9 1/2'
11'
12'
8'
9 1/2'
11 1/2"
12-
10-0,
7/32'
1263
325
12"
12'
11 1/2'
12'
12'
12"
9 1/2'
11'
12"
12'
9 1/2'
11 1/2"
12"
12"
+65.0, —65.0
12'-0'
3/8"
1432
390
11"
12"
10'
11 1/2'
12'
12"
8'
9 1/2'
11 1/2"
12'
8"
10'
12'
12"
14'-0'
5/8'
1507
455
10 1/2'
12"
9 1/2'
10 1/2' 11
1/2'
12"
7' 0
9"
10 1/2"
12'
7 1/2'
9 1/2'
11'
12'
16'-2'
1'
1562
525
10'
12'
9"
10"
11"
12"
6 1/2"0
8 1/2"
10"
12'
7 1/2'
9'
10 1/2' 11
1/2'
A — 5/8'0 HILT? KWIK BOLT TZ EXPANSION ANCHOR 0 10' Min. SPACING.
B - 5/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR ® 9' Min. SPACING.
ONLY ALLOWED TO BE USED AT JURISDICTIONS WHERE COMPLIANCE W/
ACI 318-05 APPENDIX D IS NOT ENFORCED BY BUILDING OFFICIAL.
C - 5/8'0 HILTI HUS -H SCREW ANCHOR O 8" Min. SPACING EXCEPT WHERE
0 MARK 6 1/2" Min. SPACING IS ALLOWED.
D - 5/8"0 POWER FASTENER WEDGE BOLT ANCHOR W/ 7 1/2" Min. SPACING.
ALL 3 ANCHORS W/ 4" MINIMUM EMBEDMENT, 6" MIN. EDGE DISTANCE &
B" MIN. WALL THICKNESS.
• • • • • • • • fvl�"IF�AIf' • • •
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• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
EXISTING
STRUCTURE < {I 11
V.
Vy
LOAD DIAGRAM
EXISTING
STRUCTURE
V.
Vy
LOAD DIAGRAM
Florida Building Code (High Velocity Hurricane Zone)
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16'-2" MAX. 22 GAGE SLAT ROLL -UP DOOR
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STEEL BAR AT O 12' O.C.
EXTER/OR SIDE ONLY.
3/16'.'
B OWN M
QBOTTOM BAR DRFAR
SCALE : 316' - I'
.115'
J.2a0'
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=
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TYPICAL ZMLOCK W — 1 DETAIL
SCALE. 3/8' - 1'
BOTTOM BAR (� • • • • • • • ((�A• Tli,(�p • •
SCALE : 316' = 1" • • ' ,y�C N.4 •�9s ••
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• • • • • • • • • •
••• •• • • • •• ••
••• • • • ••• • •
GUIDE RAIL
Florida
Mi, (Bbwwo
N. T. S.
Code (High Velocity Hurricane
0.900'
.450"
1
assn•
a.a73 1'
0.7x0•
7/64'/ HOLES
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mm.
TYPICAL ZMLOCK W — 1 DETAIL
SCALE. 3/8' - 1'
BOTTOM BAR (� • • • • • • • ((�A• Tli,(�p • •
SCALE : 316' = 1" • • ' ,y�C N.4 •�9s ••
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• • • • • • • • • •
••• •• • • • •• ••
••• • • • ••• • •
GUIDE RAIL
Florida
Mi, (Bbwwo
N. T. S.
Code (High Velocity Hurricane
06/17/2020
L I E Co INC. WS -12-19-2905
TILLIT TESTING & ENGINEERING COMPANY
WALTER A. TILLIT, JR., P. E.
JUNE, 04, 2020
City of Miami Shores
Building and Zoning Department
Village Hall 10050 NE 2nd Ave,
Miami Shores, FL 33138
Contractor: OWNER -BUILDER
Job Address: 24 NE 111 ST
MIAMI SHORES, FL 33161
Owner's name: Mr_ Parmer Heacox
Subject: Installation of 102" x 82 V garage Door.
Dear Sirs:
20-200
tilteco@aol.com
FL P.E. License No. 44167
FL C.A. License No. 0006719
I hereby attest that to the best of my knowledge, belief, and professional judgment, the review of the above mentioned
building's configuration, provided to this office by the contractor, indicates that the maximum design pressure rating for
the subject job is:
Design Pressure Rating: +38.3, -45.3 p.s.f
(A.S.D.)
This design load has been determined based on section 1620 of the 2017 (6T" Edition) of the Florida Building Code,
for a:
- Building's mean roof height of: 13'-6"' (Gabled roof)
- Wind velocity and exposure: 175 mph, Exposure C
- Wind zone. COMBINATION END ZONE 5 + INTERIOR ZONE 4
- Remaining openings of building protected for impact beyond the ones covered on this permit: YES (FIELD VERIFY)
Therefore, maximum Door width span and maximum anchor spacing for a given type of installation shall be determined
as per schedules shown on:
Applicable High Velocity Hurricane Zone Florida Building Code 2017 (6T" Edition) Approved Drawing.
If I can be of further service, please do not hesitate to call.
Very truly yours,
Ns�;
WatterATil' _
PresidentSTATE
OF
L ANG
6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531