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Produ¢ Approval Menu > Product or Aooliation Search > Aoollcadon Lis[ > Appikation Detail
FL #
FLIS088-R1
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer Global Protection Products, LLC.
Address/Phone/Email 4800 SW 51st Street #100
Davie, FL 33314
(954) 689-7545
tim.robinson@gppent.com
Authorized Signature Tim Robinson
tim.robinson@gppent.com
Technical Representative Tim Robinson
Address/Phone/Email 4800 SW 51st Street
Davie, FL 33314.5537
(954) 689-7545
tim.roblnson@gppent.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Fabric Storm Panel
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Walter A. Tillit Jr., P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute.
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FI IS088 RI COI GLOBAL PROTECTION PRODUCTS C.I. ORWG.15-
020.odf
Referenced Standard and year (of Standard) Standard
ASTM E1886
ASTM E1996
ASTM E330
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2005
2005
2002
dk A —A&
Product Approval Method Method 1 Option D
Date Submitted 04/24/2015
Date Validated 04/27/2015
Date Pending FBC Approval 05/03/2015
Date Approved 06/23/2015
Summary of Products
FL #
Model, Number or Name -
Description
15088.1
GPP FABRIC SHUTTER -SERIES 2000
Coated Polyethylene Fabric Panels retained by tracks or
direct mounted to provide hurricane protection.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15088 RI 11 CI DRAL PROTECTION PRODUCTS DRWGl15-
20.
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Walter A. Tillit Jr., P.E. PE-44167
Design Pressure: N/A
Created by Independent Third Party; Yes
Other: Large Missile Impact resistant with a Maximum span
Evaluation Reports
of 12'-7" @ 60 p.s.f. See sheet 13 of installation drawings for
FL15088 R1 AE GLOBAL PROTECTION
type and substrate permissible with maximum span as well
PRODUCTS P.E.R. DRWG.15-020.odf
as other spans and pressures, based on mounting types and
Created by Independent Third Party: Yes
substrates.
Back Ne-t
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State f Flodda :: Pnvacv Statement :: Accessibility Stat :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have
one. The smalls provided may be used for official communication with the licensee. However small addresses are public record. If you do notwish to supply a'
personal address, please provide the Department with an email address which can be madeavailableto the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
cj ®95p M
Credit Card
Safe
�1 L NCO >In�c.
TILLIT TESTING & ENGINEERING COMPANY
WALTER A. TILLIT, JR., P.E. tiilteco@aol.com
PRODUCT EVALUATION REPORT FL E.B. Lwme No. 0006719
DATE: March 19, 2015
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY: Fabric Storm Panels
PRODUCT NAME: GPP Fabric Shutter -Series 2000
MANUFACTURER: Global Protection Products, LLC
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC Rule Chapter No.
61G20-3, Method 1D of the Florida Department of Business and
Professional Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2014 fifth edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions.
2. EVIDENCE SUBMITTED:
2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
Drawing No. 15-020 (revises No. 11-212), titled "GPP Fabric Shutter -Series
2000", sheets 1 thru 15 of 15 prepared by Tilteco, Inc.; jg,ped and sealed by
Walter A_Tillit, Jr., P.E.; dated 03/12/2015. This drawlW'�slAr1e) f ral part of this
Evaluation Report.
'�Yfg a �Y
6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 8 ° - 30 - Fax: (305) 871-1531
PRODUCT EVALUATION REPORT NO. 15-0319.01
2
2.2. TEST REPORTS:
Large missile impact load tests were performed under ASTM E-1886 and ASTM
E-1996 standards as per section 1609.1.2 of the Florida Building Code. Uniform
static loads as per Section 1710.5.2, per ASTM E-330. Test reports prepared by
American Testing Lab of South Florida, report No. 0904.01-09, dated 02117/10,
witnessed, signed and sealed by Edmundo Largaespada, P.E.
Tensile test report No. 9IM-86519KM-1127 by QC Metallurgical, Inc., dated
November 30, 2009, signed and sealed by Frank Grate, P.E.
Fire Test Report No. 95138.01-106-18 by Architectural Testing Inc, dated
10/15109, signed and sealed by Joseph A. Reed, P.E.
2.3. STRUCTURAL ENGINEERING CALCULATIONS:
On GPP Fabric Shutter -Series 2000 for maximum panel length vs. design wind
load, as well as maximum anchor spacing vs. design wind load and panel length
based on rational and comparative analysis, and in accordance with section 1604
of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated
09/03/09, signed and sealed by Walter A. Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile impact under section 1609.1.2 of the Florida Building Code, as per
ASTM E-1996 corresponding to missile type D (basic protection).
4. WIND LOADS RESISTANCE:
GPP Fabric Shutter -Series 2000 has been verified to sustain wind pressures.
Maximum panel length shall be as indicated on sheet 13 of 15 of Product
Evaluation Document (P.E.D.), drawing No. 15-020. Maximum Anchor Spacing
shall be as indicated on sheets 14 and 15 of 15, of Product Evaluation Document
(P.E.D.), drawing No. 15-020. GPP Fabric Shutter -Series 2000 has been verified
for code compliance to work as a non -porous storm shutter assembly, as per
section 3.2.8 of ASTM E-1996.
5. INSTALLATION:
Installation shall be performed strictly in accordance with details indicated on
sheets 4 thru 12 of 15, of Product Evaluation Document (P.E.D.), drawing No.
15-020. Minimum separation to glass shall be,wlih [Yed on sheet 13 of 15, of
Product Evaluation Document (P.E.D.), draONo.. Qv
PRODUCT EVALUATION REPORT NO. 15-0319.01
6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
Shall be strictly in accordance with General Notes and Components indicated on
sheets 1, 2 and 3 of 15, of Product Evaluation Document (P.E.D.), drawing No.
15-020.
Anchor specifications shall be as indicated on sheets 2, 14 and 15 of 15, of
Product Evaluation Document (P.E.D.), drawing No. 15-020.
7. LIMITATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 5 thru 12, indicated
on sheet 1 of 15 of Product Evaluation Document (P.E.D.), drawing No. 15-020
prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, grout filled concrete
block, hollow concrete block, steel and wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
No. 44167), President of Tilteco, Inc. (Florida EB-0006719).
GENERAL NOTES:
1. GPP FABRIC SHUTTER — SERIES 2000 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT
(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)
OF THE FLORIDA BUILDING CODE. THIS PRODUCT SHALL NOT BE INSTALLED AT HIGH
VELOCITY HURRICANE ZONES (MIAMI—DADE / BROWARD COUNTIES).
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE,
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL
NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTES 1 & 4.
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 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTES 1 & 4.
IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE
NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS
NOT USED IN THEIR ANALYSIS.
MAXIMUM A.S.D. DESIGN PRESSURE RATING, MAXIMUM PANEL SPAN & MINIMUM SEPARATION TO
GLASS SHALL BE AS INDICATED ON SCHEDULES #1 & #2 ON SHEET 13.
PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN
ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN
TESTING LAB OF SOUTH FLORIDA. REPORT # 0904.01-09, AS PER ASTM E 1886,
E 1996 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS FOR WIND ZONES 1,
2, 3 & 4, MISSILE TYPE D, APPLICABLE TO BASIC PROTECTION FOR INSTALLATIONS AT
NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E
1996.
2. ALL COMPONENTS TO BE AS PER DETAILS AND BILL OF MATERIALS ON SHEETS 2 & 3.
3. FABRIC MADE FROM HIGH DENSITY POLYETHYLENE TAPES, COATED ON (2) SIDES WITH
LOW DENSITY POLYETHYLENE AND LAMINATED TOGETHER WITH (3) LOW DENSITY
POLYETHYLENE, MODEL X719N1N1, MANUFACTURED BY FABRENE INC., 240 DUPONT RD.
P.O. BOX 4040 NORTH BAY, ON, CANADA P1B 8Z4.
SHALL HAVE THE FOLLOWING PROPERTIES:
PROPERTIES
(1) UNIT WEIGHT:
(2) WARP CONSTRUCTION:
(3) TENSILE MAXIMUM STRENGTH:
(4) COATING:
(5) SELF IGNITION TEMPERATURE:
FLASH IGNITION TEMPERATURE:
(6) RATE OF BURN:
(7) AVERAGE SMOKE DENSITY RATING:
RESULT
TEST METHOD
30.4 oz/ydz
ASTM
D3776
16 TAPES/in WARP
ASTM
D3775
27.9 TAPES/in WEFT
14.8 psi (VERTICAL)
ASTM
0751
11.4 psi (HORIZONTAL)
0.9 mil NATURAL
ASTM
D1777 MOD
380'C ASTM D1929
390'C
25mm/min, CLASS CC2 ASTM D635
2.2 ASTM D2843
4. MAXIMUM ANCHORS SPACING & ANCHOR SPECS SHALL BE AS PER SCHEDULES #3 &
#3A ON SHEETS 2, 14 & 15.
5. PRODUCT MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS
SHOWN ON SECTIONS A, B, C, D, E, F & F' ON SHEETS 5 THRU 8.
6. THIS PRODUCT SHALL BE ONLY INSTALLED WHEN A HURRICANE WARNING IS ISSUED AND
SHALL BE IMMEDIATELY REMOVED AFTER THOSE CONDITIONS ARE OVER. FABRIC SHALL BE
STORED IN A PLACE NOT EXPOSED TO THE WEATHER AND SHALL BE PROPERLY
MAINTAINED, PER MANUFACTURER'S RECOMMENDATIONS.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF
THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.
THIS PRODUCT SHALL ONLY BE ATTACHED TO POURED CONCRETE, GROUT FILLED BLOCK,
HOLLOW BLOCK, WOOD AND STEEL FRAME BUILDINGS WITH LIMITATIONS INDICATED ON THIS
DRAWING.
8. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES
WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN
INTRUSION. INSTALLATION AND DRIVING OF FASTENERS AND SLEEVES (AS APPLICABLE) INTO
EXISTING STRUCTURE'S FINISH SHALL BE CAREFULLY PERFORMED IN SUCH A WAY THAT
FINISH AROUND FASTENERS IS NOT DAMAGED. SIDEWALK BOLTS (SCREWS OR RODS)
SHALL BE LEFT AT ALL CORRESPONDING ANCHOR'S LOCATION.
9. PRODUCT'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS
ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT
IS APPLIED TO.
10. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER
GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.
WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION
INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE
DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
(c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
(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
REVIEW.
(e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
11. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT
PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE
LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION
1710.8.2 OF THE FLORIDA BUILDING CODE.
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo
OZO15 iILTECO INC. GPP FABRIC SHUTTER - SERIES 2000 DRA F.R
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WALIM A. 11LLIr Jr.. P.F
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GLOBAL PROTECTION PRODUCTS, LLC. 63"12/15
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48M S.W. 51 SWEET
D.4WE, FL 33314 15-D20
PHONE (954)689-7545, FAX: (954)689-8797
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(SEE SHEET 2 FOR END DETAILS WITH HEMMED EDGES)
N.T.S.
1.500"
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1/4"0-20 THREADS
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SCALE: 1/2" - 1"
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EB-0006719
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WALTER A TILUT Jr.. P.E.
GLOBAL PROTECTION PRODUCTS, LLC.I 03/12/15
DATE
DATE
4800 S.W. 51 STREET
DAME, FL 33314 1 rJ-D2D
PHONE (954)669-7545, FAX: (954)689-8797
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SHEET 2 OF 15
BILL OF MATERIALS
ITEM No.
DESCRIPTION
3-PLY FABRIC: MADE FROM HIGH DENSITY POLYETHYLENE TAPES, COATED ON (2) SIDES
WITH LOW DENSITY POLYETHYLENE AND LAMINATED TOGETHER WITH (3) LOW DENSITY
OPOLYETHYLENE,
PER FABRENE INC_ MODEL X719N1N1 W13.00-3.25" HEMMED EDGES AT
TOP & BOTTOM ENDS, PER DETAIL X ON THIS SHEET.
@ IS ALWAYS ONE ENTIRE PIECE, EXCEPT WHERE OVERLAPS ARE ALLOWED.
OROLLED
RIM GROMMET (RRG#2/45-00992) WITH SPUR WASHER (RRG#2/45-00882)
HEAVY-DUTY BRASS W/ 1" E.D. IN RESPECT TO FABRIC
O1/4"O-20xl
12" SIDE WALK BOLT (AISI 304 SERIES STAINLESS STEEL)
@D
FENDER WASHER (AISI 304 SERIES STAINLESS STEEL)
OSAFETY
NUT W/ 1/4"0-20 THREADS (AISI 304 SERIES STAINLESS STEEL)
O1
1/2"xl 1/2 x1Z' EXTRUDED 6063-T6 ALUMINUM ALLOY ANGLE W/ STUDS Q 8" o,c.
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7004 31132" WASHERED WINGNUT W/ 1/4"0-20 THREADS (ZAMAC NICKEL PLATED)
H 1
1 1/8"04 3/132" WASHERED WI NGNUT W1114"01-20 THREADS (ZAMAC NICKEL PLATED)
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1/4"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR
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5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR
12
5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR
W/1"THREADED PENETRATION
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5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR
W/ 2" THREADED PENETRATION
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ELCO CONSTRUCTION PRODUCTS PANELMATE® PRO W/ 114"0-20 THREADS
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ELCO CONSTRUCTION PRODUCTS HANGERMATES
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M
W/ 1X'0-20 THREADS (EZG365 ANCHOR, GIMLET POINT)
CARBON STEEL (AISI CIOB21) CASE HARDENED AND TEMPERED
1/4"0-10 ELCO CONSTRUCTION PRODUCTS HANGERMATED
M1
W/1/4"0-20THREADS (EZG910ANCHOR, SELF -DRILLING POINT)
CARBON STEEL (AISI CIOB21) CASE HARDENED AND TEMPERED
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1/4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD W/ 1/41-0-20THREADS
O3/8"0
ELCO CONSTRUCTION PRODUCTS MODIFIED CONFLEX W/ 114"0-20 THREADS
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1/2"0x1 9/16" POWER ANCHOR W/ 318"0-20 THREADS
OQ
3/8"O-20xl 1/2" SIDE WALK BOLT (AISI 304 SERIES STAINLESS STEEL)
1.000"
E.D.
3.000"-3.250" 2.000"
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ONE ROW STITCHED
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750"—' 1.000
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TYPICAL HEMMED EDGE FABRIC DETAIL X
SCALE: 3/4" =1"
'k TWO ROWS STITCHING SHALL CONSIST OF SIX LOCK STITCHES
PER INCH WITH 12/4 POLYESTER THREADS, TWISTED TOGETHER
WITH 7% LUBRICATION & SILICONE PER ASTM D-6193,
FLORIDA BUILDING CODE (Non High Velocity Hurricane
I' A/5
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SCHEDULE
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1►B/6
Af/5
ELEVATION FOR DIRECT WALL MOUNT
TO POURED CONCRETE,
ELEVATION FOR STUDDED ANGLE
GROUT FILLED BLOCK, HOLLOW BLOCK,
WALL MOUNT TO POURED CONCRETE,
WOOD OR STEEL SUBSTRATE
GROUT FILLED BLOCK, HOLLOW BLOCK OR
AT TOP & BOTTOM
WOOD SUBSTRATE AT TOP & BOTTOM
1_ ' ANCHORS
3 (Typ,) F (SEE SCHEDULE #3
PANEL WIDTH ON SHEET 14)
SEE SCHEDULE
ON SHEET 13) A
1' C/6
ELEVATION FOR STUDDED ANGLE
FLOOR TO CEILING MOUNT
TO POURED CONCRETE, GROUT FILLED
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WOOD SUBSTRATE AT TOP & BOTTOM
SINGLE PANEL ELEVATIONS
SCALE 1/2•= V-0"
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i
2'— F ANCHORS
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1►0/7
ELEVATION FOR STUDDED ANGLE
WALL MOUNT TO POURED CONCRETE, GROUT
FILLED BLOCK HOLLOW BLOCK OR WOOD
SUBSTRATE AT TOP & STUDDED ANGLE FLOOR
MOUNT TO POURED CONCRETE, GROUT FILLED
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2
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t(SEE SCHEDULE j
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J/E/7
ELEVATION FOR STUDDED ANGLE
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TO STEEL SUBSTRATE
AT TOP & BOTTOM
FLORIDA BUILDING CODE
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SR1CC0 (Typ.)
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HOLLOW MOCK REQ'I
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EX5RNG CONT.
1/6' THK. GALVANIZED STM
METAL FRAME REQUIRED ,
(SEE SCHEDULE #3
ON SNEiT 14)
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FOR DIRECT WALL MOUNT TO
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SECTIONS A - A
SCALE 3/8"=1"
NOTE FOR COMBINATION OF SECTIONS:
TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN
ANY WAY TO SUITANY INSTALLATION.
FOR DIRECT WALL MOUNT TO
POURED CONCRETE,
GROUT FILLED BLOCK OR
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AT TOP & BOTTOM
EX=NG OONT. -+
1 /8� THK. (,ALVANIZED STEEL
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L A I EXISRNG METAL SHEATHING (TYP.)
EXISTING CONT,-' WJ
1/B' THK. GALVANIZED STEELMETAL FRAME REQUIRED (SEE SCHEDULE %3
ON SHEET 14)
FOR DIRECT WALL MOUNT TO
STEEL SUBSTRATE
AT TOP & BOTTOM
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
GPP FABRIC SHUTTER - SERIES 2000 F.R.L.
DRAWN BY
GLOBAL PROTECTION PRODUCTS, LLC. 03/12/15
DATE
'ANY 4500 S.W. 51 STREET
sat NN DAME, FL 33314
t PHONE: (954)609-7545, FAX: (954)669-8797 15-020
N wj DRAWING N'
t mt1-SIT m/a/ts a
2 1
SHEET 5 OF 15
FOR STUDDED ANGLE WALL MOUNT TO
WOOD SUBSTRATE AT TOP & BOTTOM
NOTE FOR COMBINATION OF SECTIONS:
TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN
ANY WAY TO SUITANY INSTALLATION.
COMING
POURED CONCRETE.
GROUT FILLED BLOCK
HOLLOW BLOCK REO'D
ANCHORS
(SEE SCHEDULE
ON SHEET 14)
4' K
WOOD
(D DR @ 1NH 13
(SEE SCHB)UV #3
ON SHEET 14)
OR
SCHEDULE #3
HEET 14)
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FOR STUDDED ANGLE WALL MOUNT TO
POURED CONCRETE, GROUT FILLED BLOCK OR
HOLLOW BLSU OCK BSTRATE AT TOP & BOTTOM
SECTIONS B - B
SCALE 3/8"=1
(SEE SCHEDULE #3
ON SHEET 14)
FOR STUDDED ANGLE FLOOR TO CEILING MOUNT
TO WOOD SUBSTRATE AT TOP & BOTTOM
1//
COSTING !
ANCHORS
POURED CONCRETE.
(SEE SCHEOuIE 83
HIHOUT H111 G11 BLOCK
ON SHEET 14)
HOLLOW SUM REO'D
FOR STUDDED ANGLE FLOOR TO CEILING MOUNT
TO POURED CONCRETE, GROUT FILLED BLOCK OR
HOLLOW BLOCK SUBSTRATE AT TOP & BOTTOM
SECTIONS C - C
SCALE 3/8"=1"
FLORIDA BUILDING
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NO HNISH
ALLOWED
GE OF DECK
APPLICABLE OW.)
OI OR 12
(SEE SCHEDULE 0
ON SHEET 14)
FOR STUDDED ANGLE WALL MOUNT TO
WOOD SUBSTRATE AT TOP &
STUDDED ANGLE FLOOR MOUNT TO WOOD
SUBSTRATE AT BOTTOM
SECTIONS D - D
SCALE_ 3/'�r—
NOTE FOR COMBINATION OF SECTIONS
TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN
ANY WAY TO SUIT ANY INSTALLATION.
EXISTING
POURED
GROUT f
HOLLOW
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EXISTING
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SECTIONS E - E
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SHEET 14)
SINGLE PANEL (REVERSED) ELEVATIONS
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A FABRIC SHALL ENTIRELY COVER
it MIN.
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1 ON SHEET 13) _
I
I I
II
11
EXISTING
2"x4" WI
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PANEL INSTALLATION.
(SEE SCHDULE #3
ON SHEET 14)
IXISDNC
GLASS 1
iI
I I _
II MN. SEPARATION
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11 �-
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EDGE OF DECK
IF APPLICABLE (IyP.)
EXTERIOR
FOR REVERSED STUDDED ANGLE
FOR REVERSED STUDDED ANGLE
FOR REVERSED STUDDED ANGLE
FOR REVERSED STUDDED ANGLE
WALL MOUNT TO WOOD SUBSTRATE'
WALL MOUNT TO POURED CONCRETE,
FLOOR TO CEILING MOUNT
FLOOR TO CEILING MOUNT
AT TOP &BOTTOM
GROUT FILLED BLOCK OR
TO WOOD SUBSTRATE
TO POURED CONCRETE,
HOLLOW BLOCK SUBSTRATE
Al TOP & BOTTOM
GROUT FILLED BLOCK OR
AT TOP & BOTTOM
HOLLOW BLOCK SUBSTRATE
AT TOP & BOTTOM
SECTIONS F -
F
SECTIONS F-
F
SCALE 3/8"=1"
SCALE_ 3/8"=1"
THE OPENING WIDTH NOTE FOR COMBINATION OF SECTIONS:
WITH NO NEED OF TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN
OVERLAPPING BEYOND IT ANY WAY TO SUIT ANY INSTALLATION.
02015 T5_TEDO INC.
IL EC O INC.
FLORIDA BUILDING CODE (Non High Velocity Hurricane
GPP FABRIC SHUTTER — SERIES 2000 1 noi'w
Kw. ,tew. e ' R.. m - hawwu oa+mws, n. W 1.6
PMna DW) 511-1Sw . Fo.: (J ) 871—IMI
e-nwl: Ulteco0col.com
EB-0006719
GLOBAL PROTECTION PRODUCTS, LLC. 03/12/15
DATE
4800 SW_ 51 STREET
DRAE, FL 33314 15-020
PHONE: (954)689-7545, FAX: (954)689-8797
a v nana4emN noe w.v s ooc OPAWING W
SHEET 8 OF 15
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ELEVATION FOR DIRECT WALL MOUNT TO
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AT TOP & BOTTOM
PMIEL N1DT
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OtJ SHEEP 13)
ON SHEET 13) ON SHEET 13
EXTERIOR
PLAN
OVERLAPPED MULTIPLE PANELS
SCALE 1/2"= 1'-0"
A FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH
WITH NO NEED OF OVERLAPPING BEYOND IT
HEDULE ,)3A
7 15)
OOR J1
(SEE SCHEDULE j13A
ON SHEET 15)
EXISTING —
2"x4" WOOD
HEADER REQ'D
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EXISTING'I
CLASS Min. SEPARATION
j� TO GLASS
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II ON SHEET 13)
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OJ OR Jt
(SEE SCHEDULE j3A
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EXISTING
2"x4" WOOD -
PLATE REQ'D
FOR DIRECT WALL MOUNT TO
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AT TOP & BOTTOM
OTE FOR COMBINATION OF SECTIONS•.
P AND BOTTOM MOUNTINGS CAN BE COMBINED IN
WAY TO SUIT ANY INSTALLATION.
ExisTINg
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OR HOELOW BLOCK REVO
STUCCO (Typ.) ANCHORS
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SPAN
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EXISTING
POURED CONCRETE, j
GROUT FILLED BLOCK
OR HOLLOW BLOCK REQ'0
ANCHORS --I .
(SEE SCHEDULE f3A
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PANEL WIDTH PANEL WIDTH PANEL WIDTH
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ELEVATION FOR DIRECT WALL MOUNT TO
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SCALE 1/2'= 1'-0'
A FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH
WITH NO NEED OF OVERLAPPING BEYOND IT
SCHEDULE }3A
IEEE 15)
O OR Jl
(SEE SCHEDULE 13A
ON SHEET 15)
EXISTING
2'x4" WOOD
HEADER REQ'D
PANEL
SPAN
(SEE SCHMUEE 11
ON SHEET 13)
ANCHORS
(SEE saux' iu
ON SHEET
O OR Jt
(SEE SCHEDULE #3A
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ANY WAY TO SUIT ANY INSTALLATION.
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9
9
SPAN
(SEE SCFFDIILE #1
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Min. SEPARATION
TO GLASS
TEE SCHEDULE III
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ANCHORS
(SEE SCHEDULE ITU
ON SHEET 15)
FOR DIRECT WALL MOUNT TO POURED
CONCRETE, GROUT FILLED BLOCK OR
HOLLOW BLOCK SUBSTRATE
SECTIONS I - I AT TOP & BOTTOM
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O 12" mm
SECTION J - J
N.T.S.
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
02015 TILTECO INC.
GPP FABRIC SHUTTER — SERIES 2000F.R.L.
11L EC O 1Nc.
DRawAWN By
GLOBAL PROTECTION PRODUCTS, LLC.
03/112 15
T1LLR TESTING.
t ENWNEERIND coup —ANY
4800 S.W. 51 STREET
53M N.W. 3SC R.. = - WPRM aNtOn19. n. w1w
DAME. FL 33314
1 5-020
nwn.: (3 ) Qi-wAo . F. : (305) W]i-+v+
PHONE (954)889-7545, FAX: (954)889-8797
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(SEE SCHEDULE $1
ON SHEET 13)
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PANEL WIDTH "'l5� SCHEDULE #3
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SHEET 13)
I►K
SAFETY SINGLE PANEL
FOR SINGLE HUNG WINDOWS
SCALE 1/2"= V-0"
0 FABRIC SHALL ENTIRELY COVER THE
OPENING WIDTH WITH NO NEED OF
OVERLAPPING BEYOND IT.
FOR DIRECT WALL MOUNT TO
WOOD SUBSTRATE
AT TOP & BOTTOM
NOTE FOR COMBINATION OF SECTIONS:
TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN
ANYWAY TO SUIT ANY INSTALLATION.
EXISTING
POURED CONCRETE,
GROUT FILLED BLOCK
HOLLOW BLOCK REO'D
K].F` 9
MIN. SEPARATION
TO GLASS
it (SEE SCHEDULE
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PANEL
SPAN
(SEE SCHEDULE 11
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SECTIONS K - K e :r
�' aazDls TJLnxo INC.
SCALE 3/8"=1" �Q, 4 :r —
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F�+�-.'�r�„ TILLT TESTING !c ENGINEERING COMPANY
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WALTER A. TIWT Jr.. P.E.
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OVERLAP DETAIL
SCALE 3/8"=1"
N
)A BUILDING CODE (Non High Velocity Hurricane Ze
GPP FABRIC SHUTTER -SERIES 2000 F'R'L
DRAWN BY
GLOBAL PROTECTION PRODUCTS, LLC. I 03�DATE15
4800 S.W. 51 STREET
DAME, FL 33314 15-020
PHONE (954)689-7545, FAX: (954)689-8797
,,.,.. DRAWING M
SHEET II OF 15
MAX.
(SEE
ON
ANCHORS
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ON SHEET 13) A
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OFFSET TOP VS BOTTOM i
SINGLE PANEL
SCALE 1/2"= V—O"
A FABRIC SHALL ENTIRELY COVER THE
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SCHEDULE # 1
MAXIMUM A.S.D. DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL
SPAN & MAXIMUM & MINIMUM PANEL WIDTH
FOR OVERLAPPED
MAXIMUM
FOR SINGLE PANELS
MULTIPLE PANELS
IMPACT
A.S.D. DESIGN
MAXIMUM
RESISTANCE
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SPAN
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MAXIMUM &
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RATING
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MINIMUM
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& SPEED
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PANEL WIDTH
PANEL WIDTH
(ft.)
COMBINATION OF
(ft)
COMBINATION
THEM
OF THEM
MAX.
MIN.
MAX
MIN.
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12'- 7 "
12'-0"t
2'-4"
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2'-4"
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D- D,E -E&F -F
75.00 OR LESS
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t USE MAXIMUM PANEL WIDTH OF 6'-6" FOR INSTALLATIONS WITHIN WIND ZONE 4, AS DEFINED BY SECTION 6.2.2.4 OF ASTM E 1996 STANDARD.
SCHEDULE # 2
MINIMUM SEPARATION TO GLASS
FOR SINGLE & OVERLAPPED MULTIPLE PANEL
REQUIRED MIN.
MAXI MUM
SEPARATION TO
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MAXIMUM
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1 THRU 3
4
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101 A
34 1 /2 "
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8 ' - 7 "
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28 518 "
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6 ' - 7 "
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15 3/8 "
A MINIMUM SEPARATION TO GLASS MAY BE REDUCED TO 1/4"
ONLY FOR INSTALLATION W/ 8'4' PANEL SPAN AND FOR
INSTALLATION INTO WOOD FRAME BUILDING.
If PER ASTM E 1996 STANDARD W/ A BASIC WIND SPEED IN EXCESS OF 175 M.P.H.
FLORIDA BUILDING CODE
Hurricane
SCHEDULE # 3
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR SINGLE PANELS
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WJ MN. REIXD.
WIMIN.REgD.
WlMIN.REOD.
WIMNREOD.
W/MIN.RE(D.
(
COMBINATION TIONRATING(p
OF THEM
fc=1819 p,sl
f1n=2400 p.s.i.
fin=2460 ps.i.
fc=3650p.s.L
fm=1872p.s.i.
%=30001p.s.i.
fm=1500p.s.i,
212'embedment
1314' efroedment
1 1/4' embedment
Y embedment
1 114' embedment
1 12' embedment
1 12' embedment
3314"ED.
212'ED.
212'ED.
310ED.
31I8E.Q.
VED,
6'ED.
30.00 OR LESS
8"
6 V2"
4112"
8"
51/2"
8"
8"
30.00-45.00
8"
41/2"
31/2"
8"
WA
8"
6V2"
12'-7"
G-G
45.00 -60.00
8"
4"
2 112 "
7"
WA
8"
5112"
37.50 OR LESS
B.
312"
3"
a12"
WA
8"
5"
37.50-56.25
8"
2112
2112"
5"
WA
7"
WA
8'-7"
I -I
56.25 - 75.00
8.
2 1/2'
NIA
WA
WA
61
WA
NOTE: EMBEDMENT AND EDGE DISTANCE ARE
BEYOND ANY FINISH MATERIAL.
FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane