505 Beach Ave RES20-0166 ShuttersOWNER:ADDRESS:CITY:STATE:ZIP:
SABATIER NADINE 108 OSPREY COVE LN PONTE VEDRA
BEACH FL 32082
COMPANY:ADDRESS:CITY:STATE:ZIP:
CUSTOM STORM
SHUTTERS DIRECT 826 HULL RD ORMOND BEACH FL 32174
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170151 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
505 BEACH AVE RESIDENTIAL ALTERATION
RESIDENTIAL
HURRICANE SHUTTERS AND
SCREENS $16000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $135.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $67.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.04
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.03
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 6/30/2020
PERMIT NUMBER
RES20-0166
ISSUED: 6/30/2020
EXPIRES: 12/27/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
TOTAL: $207.57
2 of 2Issued Date: 6/30/2020
PERMIT NUMBER
RES20-0166
ISSUED: 6/30/2020
EXPIRES: 12/27/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $207.57
RES20-0166 Address: 505 BEACH AVE APN: 170151 0000 $207.57
BUILDING $135.00
BUILDING PERMIT 455-0000-322-1000 0 $135.00
BUILDING PLAN REVIEW $67.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $67.50
STATE SURCHARGES $5.07
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.04
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.03
TOTAL FEES PAID BY RECEIPT: R12219 $207.57
Printed: Tuesday, June 30, 2020 1:45 PM
Date Paid: Tuesday, June 30, 2020
Paid By: CUSTOM STORM SHUTTERS DIRECT
Pay Method: CHECK 1961
1 of 1
Cashier: CT
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12219
Building Permit Application10/9/18Upda[ed
City of Atlantic Beach Building Department ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
IS REQUIRED.
Phhone: (904) 247-5826 Email: Building-Dept@coab.us
Job Address: 5VSip JC E
3L233 Permit Number: ` Z- (
1-4- /6.2S- 9E 4 • r3.. w /acs•Cr r CEx of/S-4t
Legal Description ' .• •A.)/m..1 ) ic 22) RE# r 70/sr-woo
Valuation of Work(Replacement Cost)$ /G 060.6a Heated/Cooled SF Non-Heated/Cooled
Class of Work: New Addition ERAlteration Repair Move Demo Pool Window/Door
Use of existing/proposed structure(s): Commercial Wilkesidential
If an existing structure,is a fire sprinkler system installed?: Yes No /KA
Will tree(s)be removed in association withproposed project? EYes(must submit separate Tree Removal Permit) ! o
Describe in detail the type of work to be performed: eove 2S 'Rills _ . Aiemc rd2 Sr+(lc_,1,c....vr c('aen
kit els /Ks frfl 2 , o ti*.-e toll ctck.a„, Irricu.l'- S #cfs
Florida Product Approval# fC 12244 1t4.I 8343 f27. for multiple products use product approval form
So,
Property Ownerwner Information
Name fiQC c 60.. of Address Z l dc1.(pnrir
City Artte.. acp[ro. State ' Zip32&? . Phone 'log- SVC Ocfgf
E-Mail
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company CUSTOM STORM SHUTTERS DIRECT,INC. Qualifying Agent MICHAEL E.O'CONNELL
Address 826 HULL ROAD City ORMOND BEACH State FL Zip 32174
Office Phone 904-669-5923 Job Site Contact Number
State Certification/Registration# CGC1516284 E-Mail rose@cssdus.com
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer BRIDGEFIELD EMPLOYERS INSURANCE OR Exempt fl Expiration Date 41--/6/-Zo2.1
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 the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
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
CULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
ars.- `(' OBTAIN FINANCING, CONSULT WITH YOUR LEND AN :'TTORN BEFO E
9; ..• E .ORDING YOLK NO I CF 0 ,..C"OMMENCEMEN .NOL Q..Q.,NLS 1
Fri 3 Signature of Owner or A ignature of€ tractor)
g S O
T at i Pned and sworn to(or affirmed)before me this /5day of Signed and sworn to(or affirmed)before me this 24 day of
oN -
mG-)i VZeno ,by / atii/Le by _/
AirfetWriab
rn I (Signature of Notary) gnature of otary)
WILLIAM R.POWERS
Personally Known OR Personally Known OR c•' •
Produced Identification Produced Identification .: "` •;*
Commission#GG 321827
Expires 29,2023
Type of Identification: Type of Identification: r••P; P July,
a!i.385.7019
Doc # 2020105928 , OR BK 19216 Page 534 , Number Pages : 1 ,
Recorded 05/26/2020 04 : 17 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10 . 00
4'
NOTICE OF COMMENCEMENTPermitNo.
Parcel ID,Tax Folio No. /7U/S(-WOO
State of Florida,County of Duval
THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance withChapter713,Florida Statutes,the following information is provided in this Notice of Commencement.
I. Description of property(Ie•al description of property and address if available):
il1L.....1 .C. . •.. _ Co w . (G/ CAL Ar 34 f ti2,Pr cc2. General Description of improvements: W!•••Ff) k Lo 'INSTALL HURRICANE PROTECTION l r Ale_
3. Owner Information: ,/4Tca,rroc r,43LL33
a)Name and Address: /VQ/lrn ,, cae, ff.% , ,u •1 ' C— Jr. 32.ejb)Interest in property: 100%
c)Name and address of simple titleholder(if other than owner):
NA
4. Contractor Information:
a)Name and Address: CUSTOM STORM SHUTTERS DIRECT,INC.,826 HULL ROAD,ORMOND BEACH,FL 32174b)Phone Number: 904-745-9779
5. Surety Information:
a)Name and Address: NA
b)Phone Number.
c)Amount of Bond:$
6. Lender Information:
a)Name and Address: NA
b)Phone Number.
7. Person within the State of Florida designated by owner upon whom notices or other documents may be served asprovidedby713.13(1)(a)7,Florida Statutes:
a)Name and Address: NA
b)Phone Numbers of Designated Person:
8. In addition to himself/herself,Owner designates NA of
copy of the Lienor's Notice as provided in Section 713.13(1)
o receive a
a ¢'I ' `' Cs ilL)Name and Address: NA
b),FloridaFloada Statutes.
Phone Number ofperson or entitydesignated by owner.
M c-y o I en E 'Expiration date•ofNotice of Commencement(the expiration date may not be before the completion of construction
m'
en ,'74 a N y 'and final payment to the contractor,but will be one(1)year from the date of recording unless a different date isRa
I L specified:
a 8. o c
goy x- s,
ci w.a,s WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THEmac -
c; NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,
j
ro !.m "m SECTION 713.13 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FORr?i i 1 p IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDc4Ott. •&':. ,`,3 a. POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,g SI. 5, m Q' CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING
m E. YOUR NOTICE OF COMMENCEMENT.
nA Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts statedpg$
goo
therein are true to the best of my knowledge and belief.
YGlC/;r e SQA/r't.r /OWNERSS • Signature of Owner or Owner's Autho' ed Officer/Director/Partner/Manager Signatory's Printed Name&Title/Office
The foregoing instrument was acknowledged before me this / day of Pay 20 Oj
by IQ nQ S'0.6a_ v as for se(1'I', eofPerson Type of Authority,i.e.Olt. r/Attorney) (Name of Party ent was Executed for)
Va: , .;., PATTI L.O'CONNELL
c NOTARY P:ty\{j L)IC TATE OFF A
Commission#GG 982086
jA
ltfi..;o= Expires June 8,2024 Print Name: '''' `,Y _ d Vto?,n°P' Bonded Thru Troy Faln Insurance 800.3857019
0 Personally Known AAffixNotarySealAbove) C Identiiicatiort7ype:
Revised I/18/I8
CUSTOM STORM SHUT I'ERS
826 Hull Road
Ormond Beach, FL 32174
877-670-3737 Toll Free
June 10, 2020
City of Atlantic Beach
Building Department
800 Seminole Road
Atlantic Beach, FL 32233
Dear City of Atlantic Beach:
Please process the enclosed permit application for:
505 Beach Ave, Atlantic Beach 32233
I can be reached at the phone number above if any additional information is needed.
Once application is ready to pick up, contact me either by phone or by emailing me at:
rose@cssdus.com. Thank You very much!
Sincerely,
Rose Smith
Enc.
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CUSTOM STORM SHUTTERS
DIR EC T
Property Information Building Information
Owner:Sabatier Nadine Wind Zone: 130 MPH.
Address: Exposure Category: D
Minimum Building Dimension: 60 ft.
Mean Roof Height: 25 ft.
Risk Category: II
Design Pressure Calculations
Opening Max Positive Max Negative
Number Pressure(psf) Pressure(psf)
29 35.5 42.5
30 35.9 38.4
31 37.8 40.3
32 37.1 39.5
33 37.5 46.4
Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 2 of 2
Opening
2 Armor Screen
Hemcord Armor Screen)
3 Armor Screen
Hemcord Armor Screen)
4 Armor Screen
Hemcord Armor Screen) 11 10 9 8 6
5 Armor Screen MIMI MEM MINI MIMI I
Hemcord Armor Screen) 1
41) ..
6. Armor
Screenu(
Hemcord Armor Screen)
12
33 32 31 30 29 5
Nom simmimis8ArmorScreen
Hemcord Armor Screen) 4
9. Armor Screen
Flemcnrd Armor Screen)
28
10. Armor Screen
I
3 C
Hemcord Armor Screen)
11. Armor Screen
27—
Hemcord Armor Screen)
I12. Armor Screen 26
Hemcord Armor Screen)
14 Armor Screen
Hemcord Armor Screen)
15 Armor Screen
Hemoord Armor Screen)
1
20 Armor Screen
Hemcord Armor Screen) 14
I
25
21 Armor Screen
Hemcord Armor Screen)
22 Compact Crank Roll Down 24
Compact Manual Roll Down)
23 Armor Screen
Hemcord Armor Screen) 23
24. Armor Screen
22
Hemcord Armor Screen)
15
I
25. Armor Screen 6 2
Hemcord Armor Screen)
T
21
r
I )13
28. Armor Screen
Hemcord Armor Screen) Z
27. Armor Screen
Hemcord Armor Screen) Q 20
28 Armor Screen CLS
Hemcord Armor Screen)St
29 Compact Crank Roll Down CO
Compact Manual Roll Down) I)
30 Armor Screen
Hemcord Armor Screen)
31 Armor Screen
Hemcord Armor Screen)
32. Armor Screen o..laGr.E.,arev'cd
Hemcord Armor Screen)SGALE
33 Armor Screen
DATE
or TO SCALE
Hemcord Armor Screen)
May 17,2020
PAGE DESCRIPTION
Site Plan
i
1O1
PAGE
J
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA *RE UIRED14
Project Address: S. GS U (36.e.- Permit#:
Owner/Project Name: N -'- A Z r ' ,,
P-
AsAs required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for
the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at: www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS
1.Swinging
2. Sliding
3.Sectional
4.Garage Roll-Up
5. Automatic
6. Other
B.WINDOWS
1.Single hung
2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6.Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page 1 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E.SHUTTERS
1.Accordion
2. Bahama
3.Storm panels
4. Colonial
5. Roll-up ES-5MisF4.c nr /e// w 1oh #171/Z fL(L2-414 /
6. Equipment
JJ>>7. Other r rerscrGLk r,O f 4 rye r A.e"1/141i rZg.g6312 7 /
F.STRUCTURAL
COMPONENTS
1.Wood
connector/anchor
2. Truss plates
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11.Wall
12.Sheds
13. Other
G.SKYLIGHTS
1.Skylight
2.Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Page 3 of 4 Updated 10/17/18
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
1 !
Contractor Name (Print Name): MICHAEL E. O'CONNELL Contractor Signature: //
Company Name: CUSTOM STORM SHUTTERS DIRECT, INC.
Mailing Address:
826 HULL ROAD
City: ORMOND BEACH State: FL Zip Code: 32174
Telephone Number: 904- 669-5923 E-mail Address: rose@cssdus.com
ti,
9 59CellPhoneNumber: Fax Number: 386-672-3738
Page 4 of 4 Updated 10/17/18
Z-- 2--L z-3— z' 30 — 33
ARMOR SCREEN GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION
GENERAL NOTES: INSTALLATION NOTES:
This Flexible Wind AbatemenU Impact Protection System is for use within and outside the •Screen may be mounted with opposing primary anchored perimeters in vertical,
high velocity hurricane zone(HVHZ-Miami-Dade&Broward Counties).Separation from horizontal, or any alignment appropriate to the structure being protected.
glass is required only when system is installed within wind zone 4,high velocity hurricane •Deflection is the minimum glass separation measured at mid span of the screen and
zone and on essential facilities. subject to rational analysis and may be achieved by using F-track, Storm Bars,
The design loads are calculated in accordance with the Florida Building Code 6th Edition Pneumatic Device, various Angled Style Screens and Center Hem Style Screen.
2014)and ASCE 7-10.Pressures obtained under ASCE 7-10 may be multiplied by 0.6. •Screen unable to return should extend past protected opening by distance equal to or
Testing meets Florida Building Code 6th Edition(2017);TAS 201;TAS 202;TAS 203; greater than the minimum deflection/offset,which ever is greater.
ASTM E 330-02;ASTM E 1996-05 Level E;and ASTM E 1886-05 per Sections 1620 and •All specifications to be equivalent or greater in product.
1626 and fulfills its requirement for opening protection. Anchor attachments may include standard Wingnut, Hex,Round,and Truss Head
Testing performed by Fenestration Testing Laboratory,Inc.Medley,FL: Machine Screws, Stainless Steel Sidewalk Bolt,Carriage Bolts or any other
Test Reports:Date:01/28/07 File#07-482 Lab#5174 Report#01 appropriate and equal fastener.
Date: 01/28/07 File#07-482 Lab#5180 Report#02 All Aluminum Extrusions to be minimum 6063-T6 oras indicated.
Date: 08/25/07 File#07-482 Lab#5279 Report#03 The thickness of typical facing materials i.e. stucco,siding,stone, brick, pavers,etc.
Date: 12/07/07 File#07-482 Lab#5446 Report#04 are not to be considered part of the anchor embedment. Longer fasteners may be
Date: 02/08/ 08 File#08-482 Lab#5533 Report#01 used to allow for facing materials.
Has been tested for resistance to burning,smoke,ignition,temperature and weathering: •Anchor embedment shall be in face shell not mortar joints.
ASTM C158,ASTM D 635-C1,ASTM D 638,ASTM D 1929 and ASTM G 155. Drop-In and Calk-In Anchors shall be flush with substrate and shall not extend into
The pores in Armor Screen are small enough that the surface tension of water causes finished facing.
the barrier screen to become soiid in the presence of rain,and prevents damaging If tapcons are used with Grommet Style Screen, a washer should be utilized.
voluminous water intrusion,even from torrential rains. 18"and 12"attachment spacing for short spans(less than 76")may experience large
In dry conditions, the pores remain open,and based on testing,allow approximately 3%of screen deflections and incomplete closure at edges between anchors.
the wind to pass through. The screens may be installed at any height on the structure as long as the design
The unbreached envelope criterion is met since the system is considered"non-porous"
pressure rating for the screens is not exceeded.
and remains intact under impact and air pressure loading. This envelope criterion is All fasteners shall be corrosion resistant as specified in the IRC and IBC.
met when the system encloses the protected opening all around.
Product Marking: A permanent label shall be fixed to the screen barrier with the following '
The minimum engagement of the eyebolt into the anchor is at least 3 of the threaded
statement:"Armor Screen Corporation,West Palm Beach, FL,Testing Standards, Current length
tofo
the fastener. For a
re
diameter drop-in anchor the thread length is /6"and
FBC Number,Job Name and Screen Opening/Number, Patented and Patents Pending, US
the fastener length is 2". Therefore, the minimum engagement length for the eyebolt
Patent No.
Job
6176050". is 9/
6". The minimum engagement length for a %6"eyebolt is 7/46"and for a Y4"bolt 5/ 6".
In instances where a screen is made up of two pieces of fabric or for repair purposes,
PRODUCT DATA: a flat felt seam or triple layer hem with a minimum of two rows of double lock stitch
Geosynthetic hurricane screen: The hurricane screen shall be produced from a thread is acceptable. The anchor attachment,i.e.loops or buckles&strap requires
polypropylene,woven geotextile fabric with filaments woven such that the filaments retain three rows of double stitching and the Grommet-Hemcord System requires two rows.
dimensional stability relative to each other. The fabric comes in standard lengths such as 12'wide, therefore for screens that are
The woven geotextile fabric shall have the following minimum average roll values: larger,two pieces are seamed together as noted above.
Grab Textile Strength ASTM D4632) 425 x 325 LBS Span side anchors are optional.
Puncture Strength ASTM D4833) 130 LBS Flaps as depicted in the drawings are optional.
Mullen Burst ASTM D3786) 675 PSI
Trapezoidal Tear ASTM D4533) 150 x 125 LBS
Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN
Thickness ASTM D5199) 20 MIL. All Geopitlt11~W ti Screen assembly details depicted within these drawings are typical for the
Wide Width Elongation ASTM D4595) 22 x 21% inst •i.v.:J I`jiEin dlbatoment and impact system only. All other building components shown
Apparent Opening Size 30 US STD Sieve IL,- ' °as.. •'i''t samples and not constructed by the screen company.
Percentage of Open Area 5% 4. , L S z°
J
s ARMOR SCREEN
LIMITATIONS OF USE: No 09814 6^rtgleeoring Review By: GROMMET AND HEMCORD SERIES 2000
Maximum Span 192 Inches Hemcord
a Nrannnn:mi HURRICANE PROTECTION
n: dales.i.r.c
148 Inches Grommet NiclR,ofAi111106 atG-n rr ARMOR SCREEN.Inc.
2744 2744 Hillsboro Road
Maximum Non-Span Unlimited, Utilizing side overlapping details, page 8 2odfr
Maximum Design Pressure +110 /-110 PSF
r _
ii"
E II'. 04 Rd.Suite West Palm Beach.FL 33405
g 0.^., 561)841.889"0,
r
www.armorscreen.com
The design pressure may be increased 5%for negative loads.er 7,` '';
1 axach,FL 33i4o
Date_10/23/0 ev.Dale:10/11/10 Re i.Date:12/18/2017305)666-4707
Span equals the distance between the primary rows of fasteners or grommets. o,,,,;^. 0. NItelw.nproduclo°pmvorcom Scale:Not to Scale age:1 0119
Z - ZZ- Z - ZS5, ,3o- 3
1.5"-2 Sided Screen
1.0"-3 Sided Screen #2 Nickel Plated Brass Grommet ,
rá m1.0" IJRANE1.- 1.619 t.014 --.I
14110.110
0
if
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0oo00 .
T
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u
40.420
fd0.630
AO
Welded Hemcord with Stitching Detail
Grommet with Stitching Detail Stitching Detail
Cril .
Stitching Detail Hemcord Dia.: 5/6”
Support Edge, Trifold Seam around 4" Polypro we•bing - Sewing includes 2 rows, Double Lock Stitch, .'
Sewing includes 2 rows, Double Lock Stitch, of Ane Anefil Nylon T135 Bonded Thread or equal.
Same as above extrusion
Nylon T135 bonded thread or equal. Reinforced welded hemcord includes a 2" tr,e .
Grommetted through seam.olypro Seam sewn over the weld. I, 2.240 I
10.120
0.164
0.768 I_
I.00.852
00.
055650.
7n
tz6' /
12"07 18" f 2.307_ 1
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3)
4
0
TseSpacing1
rI
T
r0.38 '0.263
8 I 0. 64
Set Screw Se 1 Screw
C-Channel
10" Segmented Alloy: 6063-T6 AluminumKeyholeSlotinKeyholeSlotinC-Channel 5" Segmented
NOTE: Heavier alternate extrusion may be used.
Continuous Segmented C-Channel Alloy: 6063-T6 C-Channel
tiiikii0
C-Channel Aluminum Alloy: 606T see/
NOTES:Alumi B Ca .ORD / C-CHANNEL
The length of the segmented C-Channel is governed by the strength of the v
G "f= _-$1:.'
v-• ARMOR SCREEN
fabric to C-Channel connection, not the hardware attachment to the C-Channel. No 0981 a Englbaerlr>Q tevlew By: I GROMMET AND HEMCORD SERIES 2000
irdifrre}rn:mU HURRICANE PROTECTIONWhenaKeyholeSlotorwasherisusedoncontinuousC-Channel, a set screw— 'h: A,moclolw:.LLC
ARMOR SCREEN.Inc.
through the channel and into the substrate is required to lock inplace. r ""-i'k"''''
g q 2744 Hillsboro Road
For Anchor Spacing, see Anchor Tables on pages 14 - 19. S• Rd.Sulle West Palm Beach,FL 33405
561) 841.8890 www.armorscroon.corn
A%" TEK Screw maybe used to secure the C-Channel end to limit screen n f• _ 1L931aoY4"
S ,. >t'• ,• .lrf 00.4707 Date: 10/23/07 Rev.Date: 10/11/10 Rev.Date:
movement. j s„..«N TN..uctapprovaLcom 112/18/2017 Scale: I of to Scale Page. 2 of 19
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Q° Dia5e
aS
Edge i Edge . • •'a. •• irlEdge • 5 v
Distance 4 y Distance i.' . :, s N, Distance ,•` y
Finish Finish Finish r o
E rrbedment
Thickness E mbednent Thickness Embedme nt Thickness a
MINN
Edge Dist ce Edge Dist. ce
Grommet Grommet Grommet Grommet Grommet
Direct Mount F-Track 6063-T6 F-Track 6063-T6 Angle Aluminum Studded / Studless Angle F-Track
Anchoring Detail Anchoring Detail 1", 2", and 3" Minimum .125" x 6063-T6 Minimum .125"x 6063-T6
Build-Out) Anchoring Detail orin. .- :'
Anchoring Detail Embedment
4w.. i,Embedment Facing
egx'.,11.
7 _. •
r...Y Lti k'• II
4111111111111111111110I \ I
Edge tuua1N ttnl ti._ 11111111
yr tX Distance Brick Stone or any
1);;
J0 Non-S uctural Facing r y
All';' 4".. Finish
j C ". . i
1 ,°)
Embedment Thickness I.. '` L
tttullllftl Uti tllitliSt111!Rt ttlltlttttgl ! yCMUandTerracottas
Block Epoxy Anchor sGrommet
see Table 5, page 16 s f .
Eye Lag Aforanchoringdetails
Anchoring Detail rrntu utt,ut Tt1f
z - ZZ_ Z 3 - z, l
3d — 33
MAX SPAN:148"for Grommets
or 192"for Hemcord
N.,
Direct Mount
Columns
Plan View
Direct Mount 1111 zQ
Typical Window00 .
Plan View 1
o
O .. O
i., 't.-... 0
F-Track
Typical Window
0 .+ 0PlanView
a
0 Ip. O
HORIZONTAL INSTALLATION
C-Channel OTE: Span Sides=Welded Searr)
Maximum Span 192" ypical screen anchor attachment may be grommet, continuous C-Channel,
Typical Window segmented C-Channel or any combination.
Plan View
Load
e`;},-
ir
gps,
o
so°
Q i QED®BB®
e,7".. . • .EN 4,' a
i-
1'- • '
4.°L-c--• \
C SF' _17 moo..
F, 1 •`
ARMOR SCREEN
O 0929 4
g y GROMMET AND HEMCORO SERIES 2000dQ
Ai Eit Rin and
8C-Channel e {ext(culls, LC
HURRICANE PROTECTION
Maximum Span 192"
ly-
3ssuclaws,LLC
0•4:.zo,t,ut Audiadaeion 4 ARMOR SCREEN,Inc.Column Mount F7502 2744 Hillsboro Road
t.
Plan View m a • dhurGodfrey Rd.Suile West Palm Beach,FL 33405
h' w 104 561) 541-0090 www.armorscreen.com
oa' .h.•, O A mlBeech Fl.33140 Date: 10/23/07 IRev.Date: 10/11/10'Rev.Date: 12/18/20'7
So,`` 305) 668-4707
4OB—,10/,a'A ,'„v0 wwa.6produdopproval,com Scale: Not to Scale I Page: 5 of 19
9885366611BWO
a- 2-2- z3 - 2 30 - 33
TABLE D-1.1 TABLE D-1.2
Grommet- Hemcord Series 2000 Deflection Table Grommet___ !_Hemcord Storm Bar
Span Span Deflection in inches Sturm Bar Span/r r l
in feet in inches 30 psf 40 psf 50 psf 60 psf 70 psf 90 psf 110 psf Length 4' I 5 I 6' 8' 10' I 12'
2 ft. 24 2.0 2.1 2.3 2.5 2.6 3.0 3.4 Max.PSF PER TABLE 01.1
f
3 ft. 36 3. 0 3.2 3.4 3.8 4.0 4.6 5.1 Deflection PER TABLE 01.1
Oft 48 3.9 43 4.5 5.0 5.3 6.1 6.8 SYP2"X6" X X X
5 ft. 60 4.9 _ 5.3 _ 5.7 6.3 6.6 7.6 8.5 Alum.Tube
6 ft. 4 in.76 6.2 6.8 7.1 8.0 8.4 9.7 10.8 2"X 6"X Y8" X X X X
7 ft. 4 in.88 7.2 7.8 8.3 _ 9.2 9. 7 11,2 12.5 6063-T6
8 ft.4 in. _ 100 8.2 _ 8.9 9.4 10.5 11.0 12.7 14.2 _Alum.Tube -
9 ft 4 in. 112 9. 2
10.0 10.5 11.8 12.3 14.2 15.9 2"X 6"X Y4" X X X X X X
10 ft. 4 in. 124 10.2 11.0 11.7 13.0 13.7 15.7 17.6 6061-T6
11ft 4 in. 136 11.2 12.1 12.8 14.3 15.0 17.3 19.3
12 ft. 4 in. 148 12.1 13.2 13.7 15.5 16.3 18.8 21. 0
Hemcord Series 2000 Deflection Table
13 ft. 156 12.8 13.9 14.7 16.4 17.2 19.8 22.2
14 ft. 168 138 15.0 15.8 176 18.5 21.3 23.9
15 ft. 180 14.8 16.0 16.9 18.9 _19.8 22.9 25.6
16 ft. 192 15.7 17.1 18.0 20.2 21.2 24.4 27.3
NOTE: Deflection is the minimum glass separation measured at mid span of the screen and subject to rational analysis Rh =W"L/2
Rv=W'(L^2)/(DEFLECTFON)
li
SCREEN REACTIONS FOR PRESSURE AND SPAN TENSION=(Rh^2 • Rv^2)^ 0.5
Span
Load 2 ft. 3 ft. 4 ft. 5 ft.
6 ft. 7 ft. 8 ft. 9 ft. 10 ft. 11 ft. 12 ft.
13 ft. 14 ft. 15 ft. 16 ft.
Rv
psf)
4 in. 4 in. 4 in. 4 in. 4 in. 4 in. 4 in.
Rh
24" 36" 48" 60" 76" 88" 100" 112" 124" 136" 148" 156" 168" 180" 192"
30
I Rh 30.0 45. 0
60.0 75.0 95.0 110 0 125.0 140.0 155.0 170.0 185.0 195.0 210.0 225.0 240.0
Rv 90 0 135 0 184.6 229.6 291.1 336.1 381 1 426 1 471.1 516.1 565.7 595.1 639.1 684.1 733.8
40
Rh 40.0 60.0 80.0 100.0 126.7 146.7 166.7 186 7 206.7 226.7 246 7 260.0 280 0 300.0 1320.0 t
Rv 114.3 168 8 3 283.0 353.9 413.6 468 1 522.6 582 4 636.9 691 4 .729.5 784.0 843.8 1898.3 Span Deflection C i
60.0 90.0 1120.0 50 0 190.0 220.0 250 0 280.0 310.0 340.0 370.0 390 0 420.0 450.0 480.0
60 Pressure PSF
R 144.0 213.2 1288.0 :57 1 451.2 526 0 595.2 664.3 739.2 808.3 883.2 927.5 1002.3 1071 4 1140.6
e
70.0 105 0 •1.1 175.0 221.7 256 7 291.7 326 7 361.7 396.7 431.7 455 0 490.0 525.0 560 0
Rv 150.0 225.0 300.0 375.0 478 6 553.5 628 5 703.5 714.1 778.6 928.6 980 4 1055.4 1130.4 1205.4
Rh 90.0 135 0 180.0 225.0285-0 330 0 375 0 420.0 465.0 510.0 555.0 585.0 630.0 675.0 720.0 1 -
Rh
90 Rv 180.0 264.1 354.1 444.1 558.2 648.2 738.2 828 2 918.2 1002.3 1092.3 1152.3 1242.3 1326.4 1416.4 Rv
110 _Rh-110.0 165 0 220.0 275.0 384..3 403.3 458.3 513.3 5_68.3 623.3 678.3 715.0 770.0 1825.0 880.0
Rv 194.1 291.2 388.2 485 3 612.8 709.9 806.9 904.0 1001.1 1098.1 1195.2 1256 111353.1 1450.2 1547.3
e0y1111Affffs
NOTES.
1•°
o
e®
9r' N'8FLECTION TABLES
1. Deflections are delivered from test results. P•\' t ARMOR SCREEN
2. Reaction Rh can be positive(towards structure)or negative(away from structure). No 09814 • nglrindng Review By: GROMMET AND HEMCORD SERIES 2000
3. Rv is always tension as shown.ef11en G1"rl HURRICANE PROTECTION
AsZclaies,LLC
SCREEN,Inc.
i Jy¢
Hoinuu,wital,rr A 2744 iisboro Road
a i• Lee Godfrey Rd.Sete West Palm Beach,FL 33405
O• 104 561) 841-8890 www.armorscreen.com
d '. AN,•
t'1.0,114111 Beach,FL 33140
Fs . ,.[,,... ,4„''4. . ,^\
0%(305)068-4707 Date: 10/23/07 IRev.Dale: 10/11/10!Rev.Date:12/18/17
BS ss•• •'"a••
1
w.OproducL,pproval.com Scale: Not to Scale I Page: 13 of 19
Z- Zz L3 - 2 30 - 33
WOOD SYP #2 -%4"
5/
6"
3/
8" %2" TABLE 7 ANCHOR SPACING
Min. Min. Pressure I Span I Min. Min. Pressure — Span
Anchor Anchor
Embed. E.D. (Psf) to 48" to 76" to 100" to 124" to 148'1 Embed. E.D. (psi) to 48" to 76" to 100"J to 124" to 148" to 168" to 192"
DIA 30(psi) 12" 12" 12" 6" 6'30(psi) 12" 12" 12" 12" 6" 6" s•
PA
40(psf) 12" 12" 6" (i" 6"
INSTALLTALL PERER
Cy X"DIA.SS 40(psf) 12" 12"_ 12" 6" 6" 6" 6"
MANUFACTURER'S
ix,.60(psf) 12" 6" 6" 6" ---tt LAG SCREWS 1 Yi"Ink)
OR EYE LAG, 2" stud or (psf) 12" 12" 6" 6" 6"INSTRUCTIONS) a. 60s
VALUES PER 90(psf) 6" I 6" - - - I yNDSFORWOOD OR HANGER lintel 90 SfP ) 12" 6"
TION)110(psf) 6" 6„ BOLT0
O 110(psf) 6„ 6'
a 30(psf) 12" 12" 12" 6" 6"O -
r•Dw.xiY•ss
1
co TANUF s 60(psf \ 12 6" 6" 6"
6'
LAG SCREW
40(
psf) 12" 12" 12"
12" 6" 6 - 6"'
12" 12" 6" 6'
O (INSTALL PER
MANUFACTURER'S 3
A"DIA.SS psf) 12" 12" 12"
C3___,
1
NSTRUCTIONS) 1 3 yt
1 Y2 into 60 SfVALUESPER9psf) 6" 6" - - - OR LAG 3"
Ds FOR WooD ANCHOR OR
stud or (P 12" 12" 6" 6 6" 6"
CONSTRUCTION) 110(psf) 6" 6" - - - HANGER lintel 90(psf) 12" 6"
BOLT
30(psf) 12" 12" 12" 6" 6" 1 110(psf) 12" 6" 6" -
Y4-DIA.SS 40(psf) 12" 12" 6" 6" 6"
LAG SCREWS 1
30(Psi) 12" 12" 12" 12" 12" 12" 12"
OR EYE LAG 2" into stud 60(psf) 12" 12" 6" 6" -- V SS 40(psf} 12" 12" 12" 12" 12" 12_ 6"
OR HANGER or
lintelLAG SCREW 2"into
BOLT 90(psf) 6' 6" -- _ - OR LAG 3" side 60(psf) 12" 12' 12" 6" 6" 6" 6'
ANCHOR OR
110(psf) 6" ( 6" - grain
HANGER 9 90(psf) 12" 12" 6" 6" 6" 6.' 6"
30(psf) 12" 12" 12" 6" —671
BOLT
110(psf)
e"DIA.SS 40(psf) 12" 12" 12 6" 6"
r--
LAG SCREWS 1/"
OR EYE LAG 2" into stud 60(psf) 12" 6" 6" 6" -
OR HANGER or lintel 90(psf) BOLT P ) 6" 6" 6" - -
110(psf) 6" 6" --
WOOD SYP#2 NOTES:
Provide longer fasteners, if required,to allow for thickness of finishes
such as stucco, plaster, siding, etc.
Design as per NDS 2015.
Lag Anchor to be fully embedded.
Douglas Fir-Larch alternate acceptable wood type
los!mewl
000
c,E N"
i .
pP
1. -2...*
A
a ARMOR SCREEN
4nIrricigring Review By: GROMMET AND HEMCORD SERIES 2000
I"'ferns'''"{ HURRICANE PROTECTION
y SSIWCIates,LLC
HURRICANE_..- _--_. -
P.•
e "
0..-V" E .1 •;:y.-«4.m Autnoaiarion li ARMOR SCREEN,Inc.i 7 04 2744 Hillsboro Road
0 •. ! Godfr Rd.Suite West Palm Beach,FL 33405
eem ...•4 0 , $ p7
r
tater
561)0418890 www.arm®ceorcom
4,
0
fl •••.• IV. lamieeacn,FL33140
1,,S 305)BBe-4707 Dale: 10/23/07 (Rev.Dale: 10111/101Rev.Date: 04/23/
15fr1
I ,/Or...q, .,,11:511 -Tpmductappro"1.comScale: Not to Scale I Page: 18 of 19