HomeMy WebLinkAboutSUBMITTED PAPERSf
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
%�;CA/VtveL)
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553 St. Ltjc'e COUnt�
APPLICATION FOR STORM SHUTTER PERMIT
DATE: PERNUT NUMBER: C)x
1. LOCATION/SITE ADDRESS: C4"p Cl
2. PARCEL ID NUMBER: 3 733 L-i - 570 1 c> c>(D -
SECT TWP RNG MAP ZNG
_pl
A
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: -m,-rA A e
4. TYPE OF STRUCTURE: SFR X, ADDITION OTHER
5. OWNER INFORMATION 6. CONTRACTOR INFORMATION
Name: FLReg/Cert#: C9-C ct-51-8c.1-1
Address: go ?-,t sk,�- cwp c;v County Cert #: _Z4o!5 J
city: 0 SL- State: FL Business Name:Coxi tA�4k— ALk SL-4-- C. e
Zip: 34q&V Phone: '7?2,- Lifo'T - Phone number:,--7'1 2— 24al , (oRl two
Type of Surface attachment: Wood Frame Concrete X Masonry Other
Product
Type
Maximum Opening Pressure per
A.S.C.E.-7
Product Compliance
Report
Method of Attachment
As per Product Approval or Engineers
An lysis
120 mph
130 mph
140 mph
140 Exp. C
FL
N.O.A.
Other
Anchor Type
Anchor Spacing
Removable Panels
Accordion
Uo
3890-3
-TAo
Roll Up
Colonials
Other
ALL JrKUI)UUIN NkIALL BE LABELED YUKDE'FERMINING IMPAU'FRESIS'FANCE FROM WIND BORNE DEBRIS.
**SEE FINAL INSPECTIONPROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK
7. VALUE OF CONSTRUCTION: $
OWNER'S AFFIDAVIT: I certify that all of the information contained
compliance with all applicable laws regulating construction and zoning.
'Se" L- - 6 - It"i,
PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS tOV44, DAY OF 20 1 —( BY,
FEES DUE:
appli
L.3-0&4e,-)
OR WHO HAS PRODUCED AS IDENTIFICATION.
PL— 4414'u *,,-,.+ a— " �
SI ATUREOFNOTARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER
SLCPDSD Revised 96/17/20 10
and that all work will be done in
CONTRACTOR/QUALIFIER
WHO IS PERSONALLY KNOWN TO ME
y P
IN "NG
KENNETHR.I(ING
DD 803187
My COMMISSION # DD 803187
b
XpIRES. NoVeMber 3,2012
E E PIRES. MOVIM 3'201 e.
...... A,-
WX i U
Bord9d7bru Nolari Public undeffifiters
W MTh'N
SEAL
P44&fl
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3659572 OR ElCvl )350 PAGE 1373, Recorded 12/27/2011 03: 08 PM
N TQ*
GAS FIGNUMINUT.311hirtfor Corp.
3001 SE Grgo Park Way
Stuart FL34997
772-287-6476
PERMIT NUMBER: —
'The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes. the following inrormationis provided In this Notice ofCorruncricememi. 3"3,3Af_ -501 - 4M172 -C=-q
1. DESCRIPTION OF PROPERTY Leital description orthe property & street addrcss� iravailable) TAX FOLIO NO.:
4
SUBDIVISION � C� "4 k (L
34
2. GENERAL DESCRIFrIOPt OF 1141PROVEAIEMT:
3. OWNER INFORMATION OR LESSEE INFORMATION IFTHE LESSEE CONTRACTED FOR THE IMPROVEMENT,
t&'--+ Ch;p C-',. P-Cq— r—L. 3L('?86
b. Interest in propeny:
01 - A
4. L CONrTRACTORSNAME.' G-vx6s-, A I A,Q -5 � U -fit. I!&
shm'4 r-L orhan—ber: '172 - Z.97 - (0-1-111.0P
S. SURETV(iropplimble,ampyarthep2ymtmbmdis.udmdr. 1164197
.. N.-..d ddrmir
b. Ph-, -.b-.
c. A— of bm&.
6. 11. LENDER'S NAME-. bi kA,
Leaft'.
Ph.,
7. Persons within the State of Florida designated by Owner upon whorn notices or odier documents maybe served as provided by
Section 713.13 (1) (a) 7., Florida Statutes:
.. N.-.W.d&ejv Ili \A —
b, Ph- rm.�ets of &Ag-d per— wi kp,
8. 1. In addilion 10 himselfor herself, Owner designates V3 k A 01
to receive is copy orthe Lienor's Notice as provided in Section 713.13 (1) (b), Florida Stai.;;.
h rhome number orpo,on or emity dcogonod by 0 " �%
9. Expiration date ofnoiice orcommencement (the expiration date may not be before the completion ofconstruction and final
payinent to the contractor, but will be I year from the date 01'recOrding Micas a different data is specified): 2 20_
Under penalty orperjury, I declare that I have read the foregoing notice orcornmencemeni and that the facts stated therein are true to
the best army knowledge: and belict
x
r& x sh j�' // e
r;Assee. or OwnerUr IA3ste's (Prins Name and Provide Signalory-snilclOrflee)
W&oWlure of0wistrilli ko-
Authorized Officer/Di?*clor/Parinerft4ana&er)
Stateof rlop-'.VA
County or ls�- —"&
The foregoing Instrument was acknowledged balbremeffils 614%-11330of 20
by .23
For (rianne arperson) (type orauthority e.g. officer, trustee, attorney in fact)
(Rameorporty, an behalforwhom instrument was execured)
PasonallyKno%m-�c—mProdu=dldmtirlmtial— Type orldentilicalim Produced
I E0KENNEMIFLIONG (Signature of Notary P
MY COMMISSION# DD W31" (Print, Type, or Suamp Commissioned Name orNotary, Public)
EXPIRES:Noverpligr3,2011
Sonekd7loullocas Pubic UnderarIors
STATE OF RORIDA
ST. LUCIE COUNTY
THIS 16 TO CIR.-I IFYTHATTHIS ISA
T1.) 11 C A I. 111 A � r, - - - - - - - - -
By
Dal
4.
Page No. of Pages
Phone:'(800) 244-4143
..Fax :,(772�287-9740
www.gultshutters.com
Proposal Submitted to
7S
(-,% �i er
ALUMINUM SHUTTER CORP
3001 S.E. Gran Park Way
Stuart, Florida 34997
Phone
46�, �_&n
it
Since 1979
Residential/Commercial
. . World Wide
License # CRC058017
Street city State Zip Code
4wt cwp
DONOTSIGN TWIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT.
'We here
b Mit specifications and estimates for.
74"
_11141-W-1, r o A.,
�,KA GVY1W Eb.
tN (2. �i _7 4 x, �eA "IF), e)
o
rn
b Cos'?
!M G ic
TOTAL
$
DEPOSIT 50%
BALANCE ON COMPLETION
'ONE YEAR WARRANTY MATERIAL AND LABOR
it is understood that there ate no verbal agreements and'all itdrh"i'discussed are covered by this written contract. This is a proposal until signed by an officer of the corporafion atwhich time it
i6cuted contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be
ecomesane
allowed except it Orices*m6tuaily agreed upon, at the time these changes are made. Any physical or verbal changes after signing Must be approved in writing by both parties. All agreements are
contingent upon strikes, lockobts, accidents, acts of God, weather, fire, carder delays, delay or failure to receive raw material deliveries, or by other causes, whether of like ordifferent nature beyond
's Compensation Insurance. All material is property of Gulfstrearn until final
6i control Owner to carry fire, tornado and oth6r necessary insurance. Our workers are f ully covered by Workman
'd " movedifnotpaid.
paymentan canbere
Electric- Bdyeragire�'s' thitaidy necessary electrical connections will'be made at the closest source of power. Any changes orvariations,will bean additional charge.
lfiie�isi- Buyer agrees to,'pay 11/2% per month interest on any unpaid balances.
66sts of Cdl�ction - Buyer agrees to be responsible for seller's attorney's fees (both bial and appeal) and all other costs of collection in the eventfull payment as outlined herein is not made within
1L - '10 daysbf dompletion of theiwdrkoutlined herein'.
Acceptance 60ropoiat -,The above 'prices, spe'cifications and conditions are satisfactory and hereby accepted. You are autho6zed to do the work as specified. Cancellation Fee 50% of contract.
P alymblirit will be made as outlined above.
JkSIGNATURE �_A SIGNATURE
DATE OF ACCEPTAN C E: AGENT
1/14/11
3001 S.E. Gran Park Way, Stuart, Florida 34997
(772) 287 - 6476 - (800) 244 - 4143
FAX (772) 287 - 9740
E-Mail: jobrien@gulfshutters.com
www.gulfshuiters.com
Lic. #MC00231, SL 1211, PB# U-17051, CRC58017
LAYOUT SHEET
Special Instructions: &_i' eze, �k t:m�� C, .0 1 a_ ap �OWA��
Signature
Date -Salesperso�
Page I of I
Key
Storm Panels - SP Rollups - RU
Accordions - 0�c Windows/Doors - WD
Bahamas - BA Retractable Awnings - RA
Colonials - CO Ultra Lattice - UL
Date-
tterCorp.
viginaa. jinnaing k-,oae kinnne rage i oi
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search
uct Approval
ublic User
Product Aggroval Menu > Product or AplAcation Search > A0olication List > Application Detail
FL # LFL389-431
Application Type' Revision
Code Version C200� P54
FEW% . .....
Application Status Ai5proved
*90N 7i'm
Comments
N
Archived
ME]
Product Manufacturer American Shutter Systems Association, Inc.
Address/Phon.e/ Email 4268 Westroads Drive
West Palm Beach, FL 33407
-8263
(561) 209
bfeeley@easternmetal.com
Authorized *Signature Bill Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Shu s-
Subcateg ory r Ac�oraion
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 the Evaluation Report
Florida License
Quality Assurance Entity
.Quality. Assurance Contract Expiration Date
Validated By
Certlfi c*ate of Independence
Referenced Standard and Year (of Standard)
A -A
Walter A.. Tillit, Jr. P.E.
PE-44167
National Accreditation and Management Institute
12/31/2013
John Henry Kampmann Jr.
Validation Checklist - Hardcopy Received
FL389 R3 COI Dwq No. 08-227 Certification of IndeDendence.pdf
Standard
Year
ASTM E-1886
2002
ASTM E-1996
2002
ASTM E-330
2002
TAS 201, 202, 203
1994
Equivalence Ol FrodUCL Stan a s
Certified By
Sections from the Code
http://www.florida�uilding.org/pr/p�_app_dtl.aspx?param=wGEVXQwtDqvYYHH2vJvx53... 9/7/2011
rjpnaa tsuncimg uoae uniine
Page 2 ot 2
Product Approval Method Method 1 Option D
Date Submitted 11/03/2010
Date Validated 11/08/2010
Date Pending FBC Approval 11/10/2010
Date Approved 12/07/2010
Date Revised 08/26/2011
Summary of Products
IFL #
Model, Number or Name
Description
389.1
r"
rth i Accordion Shutter-
Extruded aluminum Interlocking blades retained by
EBea,HV
B I
lade Only- (Non-HVHZ)- Drwg
tracks (top and bottom) for storm protection
40 _
#08-227
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL389 R3 II DrawIna No. 08-227 RevIsed.Dcl
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large missile level "D" max. span Is 16'-0" for
FL389 R3 AE Dwq No. 08-227 Product Evaluation
P.s. or symmetrical and opposing centermates).
Report.pdf
See sheet 9 of 14 of installation drawings for other spans
Created by Independent Third Party: Yes
and pressures. This product shall not be Installed within
High ' Velocity Hurricane Zone as deflned on section 1609
of the Florida Building Code.
Department Of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Fax (850) 414-8436
@ 2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statemen I Accessibility Statement I Plug-in Software I Customer Service survey I Contact Us
Product Approval Accepts:
tal
W=
http://www.-floridabuilding.org/pr/pr�_app_dtl.aspx?param--wGEVXQwfl)qvYYHH2vJvx53... qn12011
1. BERTHA H.V. ACCORDION SHUTTER -SYSTEM SHOWN,ON THIS PRODUCT EVALUATION DOCUMENT
(P.E.D.) HAS BEEN YERIFIED FOR COMPLIAN . CE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA
'111. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY W I rrH I SPECS INDICATED IN THIS
DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSDCTION WHERE PERMIT
BUILDING CODE.
IS APPLIED TO.
THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A
THIS P.E.D PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE
SPECIFIC PROJ ECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E_D.
BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION. WHERE SHUTTER WILL BE INSTALLED, AND FOR A
I
DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE�7-05 STANDARD. IN ORDER TO VERIFY THAT
ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVERSTRESSED. A 33% INCREASE IN ALLOWABLE LOADS FOR
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE
ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
WIND LOADS WAS NOT USED IN THEIR ANALYSIS.
BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN
SAFETY OF THIS PRODUCT, BASED
DETAILED ON THIS'DOCUMENT. CONSTRUCTION SAFETY AT SITE 13 THE CONTRACTOR'S RESPONSIBILITY.
ACCORDANCE WITH SECTION 1609.1.-2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND
AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS.
(c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
#0715.01-03 AS PER TAS-201, TAS--202
2. BERTHA H.V. ACCORDION PINS (W SCREWS USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION
(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
TO TRACKS SHALL BE # 14X2.75 AND #'14X1.75 RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL
SHALL BE COATED WITH BERTHA
PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER
SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS
HV DACROSHIELDaD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH
SHALL SUBK41T TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD.
(e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
3. ALL ALUMINUM EXTRUSIONS SHALL 13E ALUMINUM . ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH
RECORD THAT PREPARED IT.
Fy = 25.0 ks! MINIMUM (UNLESS OTHERWISE NOTED).
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON
STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH.
5. BOLTS TO BE ALUMINUM ASSOCIATION 213124-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR
AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH.
6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS.
7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS
APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE
WHERE SHUTTER IS TO 13E ATTACHED TO INSURE PROPER ANCHORAGE.
CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU-FASTENING IN
CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. .
9. EACH UNIT MUST BEAR A PERMANENT LABELjN A VISIBLE PLACE Wrr�LWARNING NOTE INSTRUCTING THE
TENANT OR HOME OWNER THAT THE H.V. LOCKUW OR ALTER14ATE LOCK Wj MUST BE PROPERLY LOCKED
DURING PERIODS OF HURRICANE WARNING. FOR EGRESS Cq�DITIONS, AN INSIDE HV LOCK@(WHERE KEY
LO SHALL 13E USED.
CK (W
MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK Q) , OR AN EGRESS H.V.
10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 'AT ACCORDION SHUTTER
IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY
OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE.
o
MIL E C Owr_
TILLIT TESTING & ENGINEERING COMPANY
S355 N.W. 3fith. SL. St.. 305. VIRGIA4 GMDENS. FWPJDA 3316f
Ph... : (305)871-1530 . F.. : (305)871-1531
—.11:
EB-0006719
J'ALTER A. TILUT J, P.E.
FLORIDA Li.. h 44%67
AN%Fw%FEAm
American Shutter Systems
Association, Inc.
4268 Westroods Drive
West Palm Beach, FL 33407
Ph; (877)999-2772 FAX: (561)209-8380
0 2009 EASTERN METAL SUPPLY, INC.
BERTHA HVT"'
Accordion Shutter System
REV. N.
DESCRIPTION _
DATE
Dm,n by: FY.ij
_1
�fw/n
DATE: 09/05/08
2
GENERAL
io/27/ic
DRAWING No
08-227
3
—,
SHEET
1 OF 1.4
5
4.371-
w
75:?f r
COVERED ZNDER -US PATENT # 5458179
(f)HD 2" (Mox.) B/O HEADER/SILL # 2
3.226" 1.500-
(1115
4.897"
If 'ZHV- -I-- �'P
VARIES
2' 1.9 18"
Mo.
1 0
090"
�71
ON H.V. 2" (Mo..) DIRECT MOUN CO
.2
3"
083"
Sa
.060"
670" 1.686" 1 g
'r
HV CEILING HEADER _1�
3.555"
110702.22
' �6"
r
r
0.72" oJ2.
3.226"
4.576"
2.293" .7-S'
1.325"
0.
0VaV7CEfjTERVkTIf
(SELF MATING)
rp. _125'
Typ.
I VARIES FROM 2.000" TO 5.000"
A�kl I- I, (�)B.O. WALL ANGLE
0 6V U !4
VARIES
t 670' -
I IF
072
815" 09
4.435"
QHV WALK -OVER TRACK
OM HV FLOATING
CIENTERMATE j 2
x Y
1- 2-
2. 2' 0.062'
2" 3' 0.062"
2" 4' 0.062'
2- 5- 0.062-j
(�)51DE ANGLE
7
LTE C 0 IIN
TILLIT TESTING & ENGINEERING COMPANY
6355 N.W. 36 h. SL. St.. 305. MRG14% WDENS, FLOPJDA 33
P -1530 . Fox : (305)571-1531
home (305)871
-.oil: Oft. *..I.comm
EB-0006719
WALTER A. TILLIT Jr.
FLORDA U.. # 4.41RE
67
P.Ej� ONATIAE/DATE
1 ... � .. . . ........ —
'IQ.,
FLORI
A.S.S.A.
AmerIcan Shutter Systems
Association, Inc.
,Q68 Westroads Drive
West Palm Beach, FL 33407
Ph: (877)999-2772 FAX: (561)209-8380
67UC
3 529'
OE�HD CEILING HEADER/SII_L
1 491'
(j�)HV 90-1180- STARTER
(�)HV CORNER CENTERMATE j 3
F TTT=
1 2" � 2" 10.125"
x
CODE (Ron High Velocity Hurricane Zone
@2009 EASTERN METAL SUPPLY. INC.
BERTHA HVT"'
Accordion Shutter System
1.1 DESCRIPTION I DATE 1 Drawn by., F.P�
I — —11. 1,/-/wl DATE: 09/05/08
DRAWING No
08-227
VARIES, 1 2" MIN. '1.130"
-20 S
111V 0 1 OR 3/8'0
.A' 1HUMBSCREWS.
ISEE DErXLS)
P.,
.371"11
A 0-20 S-S-
(SEE NOTES ON SHEET 4) /8"0-16 ACUAL 1
�NHUMBSCRMb —THUMBSCREWS
1/4�'O
1/4
DIE CAST R ED DVE CAST
FLAT HEAD HOUSING ENAMEL 'AD HOUSING ENAMEL
S.5 BAKED PANTED BWEED PAINTOD
(2
; �4\'v
GROS TU--@
KNOB.
C,
BRASS CYLINDER
318" "PASS CTUNDER (CHROME PLATED)
&- KDS (ViROME
PLATED)
S75- �-"SEE-NOTES-O EET 4)
.250' O.D.
PLAS11C HEAD
D a
14OLDE TO
�k5
SCREW
I
.825"
AFTER RIVETING
BEFORE RIVEIING
01 -20,-
S.-S—T 0-8SCREW
1-/4"0 —20 RIVNUT
ALTERNATE LOCK
(TO HV LOCK
(SEE NOTES ON sHF-tr 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY)
LARGE FLANGE THIN SHEET NUTSERT.
PART # 0620, AS MANUFACTURED By
AVDEL CHERRY TEXTORN, PARSIPPENY,
NEW JERSEY 07054 OR EQUAL.
#3 NYLON RECESSED
ASSEMBLY-\ AT WASHER NYLON BUSHING.
WHEEL
AT EVERY #14x2 3/4" H.V.-\
OTHER ACCORDION PIN
KNUCKLE W/ #8 HEAD
y-
ou
#2 SHORT p
RECESSED
NYLON
'wo
BUSHING. X
0 KV
HV SLADE ACCORDION
PIN
ACCORDION I 'A PIN
0.185"0 AIS!
302 SERIES S.S
RIVETS
AIS1 302---'
SERIES S.S.
WHEEL
CARRIAGE
'F
/—HV
HV BLADE ACCORDION
ACCORDION PIN
PIN
LONG RECESSED -
BUS
NYLON 8 SHING.
6-
TYPICALKSHILITTE
SCALE: 3/8"
00.324"
#14x2 3/4" H-V-
ACCORDION PIN
.0
W/ #8 HEAD
ARkIkQE-*DETAID
N.T.S.
FLORIDA BUI
LIEC 0 mc.
TILLIT TESTING & ENGINEERING COMPANY
6355 N.W. 36U,. St.. St�. 305, VIRGINIA GARDENS; FXRIDA 33
Phone : (305)371-15M . Fox : (3DS)671 —1531
--fl: 01..
ES—OGOV19
WALTER � TILLIT Jr. P.E.
P.E. SEk/tIdNATURVDATE
FLORIDA Uc. 1 44167
A.SnSmAm
American Shutter Systems
Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407,
Ph: (B77)999-2772 FAX: (561)209-83BO
#14x2 3/4' Hl,.—t
ACCORDION
W/ #8, HEAD
7-- Y
IN LO."E
L
H' A3T R
0 8C70"x'3/ 1.1"
'
, " N
THI ,
VIH
-r--j 1 #1 '-;
I #
2 SHORT -F
R
�EC
RECESSED NYL
NYLON BUSHING BUS
BLADE
BLADE
-#I LONG
RECES E
NYLON BUSHING t
#14x2 3/4" H.V.
ACCORDION PIN
W/ #8 HEAD
N.T.S.
CODE (Non High Velocity Hurricane Zoi
@2009 EASTERN METAL SUPPLY. INC.
11
BERTHA HVI.A
Accordion Shuffer Systen
4. DESCR PIT DATE I il 1;kt'r p I
- DTT /0
DRAWING No
08-227
NOTES ON LOCKING RODS OU HV LOCK 9 AND'ALTERNATE LOCK:
1. MANDATORY CONDITION #11 ONE.HV LOCK@ -SHALL BE USED FOR ANY SPAII AND INSTALLATIONS AT ANY
ELEVATION. HV LOCK (?) MAY bE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO(D OR (a CENTERMATES
W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL
SHUTTER ELEVATION.
2. L-#-t IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY' PURPOSES, UP TO TWO
HV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATESeOR S
SHALL BE AS INDICATED ON NOTE (1) ABOVE.
LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.
3. OPTI NAL CONDITION #2* LOCKING RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, OUT MAY BE USED IF
DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED
AT STACKING POSITION (NON HURRICANE POSITION).
4. MANDATORY CONDITION 42, ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND
INSTALLATIONS AT ANY ELEVATION. HV LOCK @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO
CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS @ AT TOP &
BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM
SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9.
5. ALTERNATE TO N6NDATORY CONDITION 41 VALID ONLY FOR SYMMETRICAL CEN�TERMATES: ONE
ALTERNATE LOCK (W� MAY BE USED IN LIEU OF HV LOCK@ FOR ANY SPAN AND INSTALLATIONS AT ANY
ELEVATION. ALTER=E LOCK �� WAY BE USED AS AN INSIDE OR OUTSIDE LOC K. ATTACHMENT OF
1/4"0-20x3/4" S.S. THUMBSCREW TO (p OR (9 CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4"
ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7.
0-0-0-
TILLIT TESTING & ENGINEERING COMPANY
6155 N.W. Mth. St.. St.. 305. MCNA GAM FLORIDA 33
ENS,
Ph— : (305)671-1530 . F- : (305)871-1531
EB-000671g
-k
P.E. SEAL/�I(*jURE'/DATE
WALTER X 71LUr Jr. P.F-
FLORIDA U.. f 44167
A,S.S.A.
American Shutter Systems
Association, Inc.
4268 Westroods Drive
West Palm Beach, FL 33407
Ph: (877)999-2772 FAX: (561)209-8380
1
CODE (Non High Velocity Hurricane Zon
2009 EASTERN M-7AL SUPPLY, INC.
BERTHA HV TM
Accordion Shutter System
DATE Or— br. F.P.
-/0/- DATE: 09/05/08
DRAWING No
08-227
CONCRETE ANCHORS
POURED
(SEE SCHEDULE ON
-1/4"0-200/4" S.S.
WE&
SHEET 10 MAC 'NE SCREWS USING
-T 3 FOR TYPICAL SHUTTER ASSEMBLY
1- SEE SHE.
RE.1
POURED
1/4Z2" NUTS 0 12" O.C.
2- MO NTING SECTIONS CAN BE COMBINED
CONCRETE-
IN ANYUNAY TO SUIT ANY INSTALLATION.
CONCRETE ANCHORS-
REQUIRED
(SEE SCHEDULE ON SHEET 10)
EQ
L/
DF
ICE
DULE ON SHEET 11)
U11
IIIN
it HIII
1.
MIN SEPARATION
EXISTING
GLASS
TI
EXISTING I
GLASS y
MIN. SEPARATION
Tn (.'I AIR
_j
C c r
OROF
I I I I - —CONCRETE ANCHORS
POURED CONCRETE J (SEE SCHEDULE ON SHEET 10)
OR CONCRETE BLOCK
WALL REQUIRED
31., VALL. U
MIN. SEPARATION
TO LASS
EXISTING I
CLASS —
WALL MOUNTING INSTALLATION
EXISTIN
GLAS
MIN. SI51"ARATION
TO '(PLASS
All
1" min. I
L,/4'0-2Ox3/4' S.S. PHILLIPS
ONCRETE ANCHORS TRUSS HEAD MACHINE SCREW
POURED CONCRETE
(SEE SCHEDULE ON USING 1/4�20 NUTS 0 12-SOZ.
OR CONCRETE BLOCK
SHEET 10)
WALL REQUIRED
WALL MOUNTING INSTALLATION
INSTALLATION
DETAILS
FLORIDA BUILD
0 CODE(NortHigh Velocity Nurricane Zone)
@2009 EASTERN METAL SUPPLY, INC.
'Am
TM
BERTHA HV
11-LIEC011:7\
ASS S
'Accordion Shutter System
E N
;MV.
Arnericem Shutter Systems
TILLIT TESTING & ENGINEERING COMPANY
N.
DESCRIPTION
DATE
D.- by! F.P.
DATE: 09/05/08
63M N.W�_36m St. St.. 305, VIRCIM CARDVI FLaRMA 3316
Association, Inc.
Ph... : (305)871-1530 . F- : (305)871-1531
4268 Westroods Drive
2
DRAWING No
.-..it: tilt-0-1-
EB-0006719
West Palm Beach, FIL 33407
08-227
WALTER A. TILLIT J,. P.F
FLOPDA UI f 44167
Ph: (577)992-2772 'FAX: (551)209-133SO
4
SHEET
P.E. SEAL/%NAfURt/DATE
—
5 OF 14
POURED CON RETE ANCHORS I- SEE SHEET 3 FOR TYPICAL SHUTTER
C A G
C�ONCR (SEE SCHEDULE ON SHEET 11)
ASSEMBLY
E.", Q. EDGE OF --i MIN. SEPARATI N 2- MOUNTIN SECTIONS CAN BE COMBINED
SLAB IF : TO CLASS 0 IN ANY WAY TO SUIT ANY INSTALLATION.
APPLICABLE
F- D. � EDGE DISTANCE
ED EXISTING (SEE NOTES & SCHEDULE ON SHEET 11)
GLASS —
OR
Ile
tflij EDGE OF
EXISTING SLAB IF
GLASS— APPLICABLE
POURED D.
ONCRETE
REQUIREP ZFLATI HEAD CONCRETE ANCHORS .
(SEE SCHEDULE ON SHEET 11)
WALK —OVER MOUNTING INSTALLATION
05 CEILING MOUNTING INSTALLATION
M IN SEPARATI N-
'TO GLASS.0
EXISTING i
GLASS---�
�MIN. S EPARATION
TO CLASS
0
EXISTIN
014.3/4- S.S. HEX 14EAD TEK
GLASG-'
T
ALTERNATE
SCREWS 0 9" D.C. OR 1/4"0-20
S.S. M.S. W/ NUT 0 9' D.C.
ANCHOR
LOCATION
pw/4' HEX WASHER HEAD
3/w
MIN.
TEX SCREWS 0 12- O�.9.
E
3"8
As
CONCRETE ANCHORS
(SEE SCHEDULE ON 5�41EET 11)
V Z Z A
:>
I
CONCRETE ANCHORS
(SEE SCHEDULE ON SHEET
il)
EDGE OF—
SLA13 IF
1/2
OF
twM
APPLICABLE
E.O.
—EDPE
SLAP IF
APPLICABLE
THIS INSTALLATION SHALL BE
I
REMOVABLE WHEN PERFORMED
ED E OF
POURED-/"
ADJACENT TO AN OPERABLE EXIT
1 1 /�:'
�1 1/2-
SLAB IF
,ONCRETE
E. D.*—
OR ENTRANCE
APF1JCASLE
REQUIRED
OU4
POU RED
�L
CONCRETE REQUIRED
E. D.
'—TIONr-r FLOOR
MOUNTING INSTALLATION t
INSTALLATION DETAILS
FLORIDA BUILDING
CODE (Non High Velocity Hurricane Zc
2009 EASTERN METAL SUPPLY, INC.
BERTHA HV TM
-IE C
A.S.S.Am
Accord -ion Shutter Syster
qEV. N.
DESCRIPTION
DATE
0.- by: F.P.
TES ING & ENGINEERING COMPANY
TILLIT T
American Shutter Systems
I
= —11.
DATE: 09/05/(
6355 N.W. 361,� SL. St, 305. MR01" GARDENS. FLORIDA 331
Association. Inc.
Ph... (305)871 -1530 . F.. : (305)B71-1531
4268 Westroads Ddve
2
DRAWING N4
.—I. t1t.. O.W.—
EB--0OO;1 9
I
West Palm Beach, FL 33407
5
—
08-227
WALTER A. TILUT J . P.E.
Ph: (877)999-2772 FAX: (561)209-8380
1
SHEET
P.E. SEAUSIGNATURODATE
FLORIDA U.. # 44167
r-5
—
6 OF 1j
SEE END WALL CONNECTION DETAILS ON SHEETS 8 & 14
T SEE 1401ES ON LOC)QNG RODS(D) ..HV LOCKS(D
FO 7UT F 17N /—E I XISTING CLASS AND ALTERNATE LOCK (a. ON SHEET 4.
I (6063-T6 ALLOY) ALUM.
ANGLE W/(2) 1 /4 - 0 TAPCON
ANCHORS TO CONCRETE
(Top/Borrom) 4
(4)#Ioxl/2a S.M.S. TO TUEE
AT EACH ANGLE. 0-1?)
1/2-
0
EXISTING
F-
L GLASS
T ---
MIN
SEPARATION
TO GLASS
L
SEE END WALL CONNECTIO1
OR@OR(�)OR EXISTING GLASS DETAILS -ON SHEETS 9 &—1
OR& OJOR — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — —
3 1/4- 7' 6 1/2' 7'
SYMMETRICAL
NTERMATES CENTERMATES I" MIN.
OPPOSING
CE I
#lOx3 W/ LOCK
OffS.M.S. 0 12" WZ LOCK SEPARATION
C . FULL LENGHT. TO GLASS
IKI (UM, U
4 3X
FO U—T]
(DOR
SECTIQN 12 AT CORNER CENTERMATE #3
------ ---- -- --- -------
U A A
L OR
UM
+ L OR M OR L D\r
OR -ION 12 ro—u—T I FPOURED CaNcRET�"OR
SECT EXISTING GLASS C ... ETE C" ALL
REQUIRED
EQUIRED
------ ---------------- 7- L
SYMMETRTCAL E3 OR ORCE TOR
CENTERMATES omioNAL(9*1E], S71" MIN, K
(�)OR(@+@ORQ TO GLASS,
-----------
6— -R-- - — �m I
L- UU \
ALTERNATE SECTION 12
TILLIT TESTING & ENGINEERING COMPANY
1111 N.11. 3111. Sl_ Sl,. —. 11IRGIN11 —1-1.
7 -1530 F.. : (305)871-1531
ph- : (305)5 1
EB-00057
WALTER A. TILLITI J'. P.F
P.E. SEAL/SIGNAtURE/DATE
FLORIDA U.. f "167
ANCHORS @
16" O.C.
OR@ ' Fo-u JE 1 6 1/2. M SLACK - I I
SECTION 12 AT SLACK RETAIL (IF APPLICABLE)
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zan
2009 EASTERN hiETAL SUPPLY, INC.
BERTHA HVTm
A.S.S.A. Accordion Shutter System
- DESCRIPTION DATN Dr- 1,; F�11..
American Shutter Systems REY' I N 0, _FT8
Association, Inc.
4268 Westroods Drive 2 DRAWING No
West PcIrn Beach, FL 33407 08-227
Ph: (B77)999-2772 FAX: (561)209-8380 SHEET
POU I RED CONCRETE POURED CONCRETE OR U CONCRETE
POURED CONCRETE OR OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED
BLOCK WALL REQUIRED
CONCRETE BLOCK L BLOCK WALL REQUIRED
REQUIRED EXISTING CLASS EXISTING CLASS
7-717� 2" M EXISTING GLASS
Z I dIN
CONCRETE ANICHOR EXISTING CLASS
ILIH
D.C.
2" MIN.,Z MIN.
I' MIN.
SEPARATION 1" MIN.
1 MIN. TO GLASS SEPARATION
ED SEPARVA71ON (6063-TB) TO GLASS SEPARATION
TO GLASS
TO GLASS CONT. M. CLOSER 1/2-
(LOCATE AT PLATE, (LOCATE AT EITHER VAX.
SIDE OF 1/2" *USE I OR 2"
2- /M11.1
EITH SIDE MIN- 9EA
OF (AS APPLICABLE)x2"x1/8"xO'
ALUMINUM CLIP ANGLE '
1/2- MIN. Y) AT MIDHEIGHT
#100/2 S.M.S. (6063 T6 ALLO
0 16" O.c w/(1I)#1ox1/2" S.M.S.
#IOx1/2-S.M.S. TO@& (2)1/4"0 TAPCONS
0 16" O.0
ANCHORS TO WALL AT I' D.C.
(LOCATE AT EITHER SIDE OFG)
SEE DETAIL FO
SIDE CONNECTION
C
C
SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO
SIDE CONNECTION SIDE CONNECTION OR(DOR(DORe
Z6ORQORbORT) TO TRACKS ORUC OR(E)OR(E) OR@)+@ORQ) TO TRACKS OR(a+Q)ORQ
OR(B)+(DORQ OR(D+(j)ORQ
. (;5,) END CONNECTION DETAIL 40
END CONNECTION DETAILT END CONNECTION DETAIL,,-/ 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- 1
POURED CONCRETE OR POURED CONCRETE OR
CONCRETE BLOCK WALL CONCRETE BLOCK WALL
REQUIRED EXISTING GLASS REQUIRED EXISTING
Z CLASS
MIN.
-ONC ETE
C� . _
r �s
1" MIN. C. 12"Ipl 'EPARATiON
J� 1/�2- M_IN
EPARATION TO GLASS x
/2- MIN.
TO GLASS CONCRETE /. I
ANCHOR 0
-4 12' 0 C.
ANCHOR
@ 1 1. —1/2" MIN.
D.C.
2- MIN.
END CONNECTION DETAIL (�) O'R (g-'+'(DORQ
(2)# 140 3/4"
4v PIN.
2'
LIVOROC OR(DOR(D
END CONNECTION DETAI 1) OR(B)+(j)-ORQ)
(2)#
SOR(DOR(B)ORS-
OR(B)+(DOR Q)
r--�'—A
PLAN
'DET-A!U-,X
FLORIDA BUILDING CODE (Non Niqh Velocity Hurricane Zone
I @ 2009 EASTERN METAL SUPPLY INC.
n1L E C 0 1 im 7�
A.S.SwAw
American Shutter Systems
Association, Inc.
4268 Westroods Drive
West Palm Beach, FL 33407
Ph: (877)999-2772 FAX: (561)2139_8380
TM
BERTRAM
Accordion Shutter System
TILLIT TESTING & ENGINEERING COMPANY
e3s5 N.w. 3sth. St.. St-305, VRGLNIA CARDENS.
171-1530 . F.. : (305)871-1531
EB'.719
WALTER A. TILUT Jr. F.E.
FLOWDA U.. # "167
3EV. No
DESCRIPTION
DATE
Dm— by., F.P.
DATE: 09/05/05
2
DRAWING No
08-227
P.E. SEAL/Sl . GNATURE/DATE
SHEET
a OF 14
MAXIMUM SHUTTER SPAN
OR "L-" (ft.) INSTALLATIONS
W1 - SYMMETRIM.-CENTERMATES,
"ONE HV LOCK & NO LOCKING RODS
(SEE NOTE t)
AX
M MAXIMUM
D D ESIGN LOAD
(P..f.)
(4 OR
CONCRETE & WOOD INSTALLATIONS A
WALL MOUNTING
FLOOR/CEIUNG
MOUNTING
L + (ft) 7
L - itt)
30 =ORLESE
1 6'-D" 1
16--0"
16'-0* 1
16'-0"
35
14'-10"
14'- 10'
15'-2-
1 C-O'
40
13--10
13'-10*
14-2
45
13--1
-T37-
737 4"
14'-3"
50
5
�2 5
—0-
55
�l - �jo -
-Fl 7--1
12'- 1
12'-1 I'
- �eox�rzi
-6 —5—
goo
:FO7= 1 —0-
ilEilp
- I —0-:f b -
70
10'-6'
1DI-B"
0""
1 V-5"
—
75
-T r
0-1-
lo'-I-
10--4-
�0-j-
11--l"
80
-jT-- I —e
-j7--j —0-
10-0"
10-9,
85
7—
6-
_j7 --
-6
9'-9"
10'-5*
90
W-3-
9--3-
9,-5"
10'-1'
95
0-
9;-2;
9'-lD"
100
8--g-
B'-4
9 -D
9--7-
105
1--7-
V-1 I'
8--g- 1
9--4-
110
F-7
B._
8--4-
7'-7-
8-47
8'-7"
9'-2'
9
115
2
8--2-
7'-3"
4
8'-4*
g-2'
B'-1 I"
120
8._..
5'-2"
8'-9"
125
7'- 10'
V-S"
8'-0"
a'-5"
130
7'-B"
V-5"
7'-10"
8'-
2
V-2"
7-9
7-1
_57__
'0
, _5.
5-11
7. 7
_e
-;::Z.
5 -9
7-5
-7--3-
i59
7-,.
.5-7
7P-4
7'-V'
155
7'-0
5--5-
7'-Z'
-7
V-9.
Igo
.
q
--T—
2�
-l"
6'-7"
1
5' -
7 -U
6-4
170
1 6'-g"
4-11-
5-11"
W-2�
175
1 W-7"
4'-9"
6'-9'
5'-0'
180
V-6.
4.-B.
6.-8.
-5'- 10"
185
5--5-
4'-6"
V-7-
51-8.
190
6--4-
6'-6'
5'-6"
195
W-3-
3-
6 -V
5*-S'
200
6--2-
'-r
E�-4"
-T-T
5'-3'
205
6--l-
1,
MAXIMUM SHUTTER SPAN
"L+" OR -L-" (ft.)
INSTALLATIONS W/
OPPOSING CENTELRMATES,
ONE HV LOCK & NO
LOCKING RODS
(SEE NOTE t)
MAXIMUM
DE:SIGN LOAD
(P-.4)
4 OR -)
CONCRETE WOOD
iNsTALLAnONS A
WALL MOUNTING
FLCOR/CEIU&NG MOUNTNG
C+-(-ft) I
L - (ft)
30
16'-0"
16 0'
0'
35
141-10"
14'-10'
40
45
50
12'-5"
2.
55
IV-10"
ll*-lO"
60
1 V-4�*
I l'-V
65
101-10"
10'-10*
70
101-'.
lo'-s"
75
IO*-l"
i
so
91-10,
9*-lD"
85
9-:7-
go
9-3-
95
i;--O�'
100
81-9.
105
B--7-
110
8.�4.
7--7-
115
7--3-
120
125
7'-�.-1 C"
130
VL8"
135
7'-7"
1 6.-2"
140
7'-L5'
145
7-�3-
150
7---2-
V-7
155
7--0'
5--5-
160
6,-1 I"
165
W-10"
170
11 9.
-
4 11,
175
6--7-
ISO
6.-6.
185
51-1�
190
6--4-
195
6--3-
4--3-
200
6-2-
-V-2"
205
4-1,
IN uATION LEGEND
h�CR
WOOD
QLq-UiT I —�dj
IVIOM
& 4W
1W. 2W. 3W.
4W, 5W & 6W
FE60R/CEILING
'qMOUNTING
� - -� -
Ei, r, �
& 5
I I - -
aw, 9W &
low
A MAXIMUM SHUT ITER SPAN 'L+' OR -L-� FOR
INSTALLATIONS INTO WOOD SHALL BE LIMITED TO
110 psf. DESIGN LOAD.
t CORNER CENTERMATE F3 MAY BE USED AT ALL
MOUNTING INSTALLATIONS. LOCKING SPECIFIM-IONS
SHALL BE AS INDICATED ON MANDATORY CONDITION #2
NOTE J4, SHEET 4 OF 14
NOTES:
(1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN
POSITIVE DESIGN LOAD.
L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE
DESIGN LOAD.
(2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR
WALL MOUNTINGS (TOP/60170169 OR FLOOR/CEILING:
GIVEN A POSITIVE DESIGN LOAD. DETERMINE MAXIMUM
SPAN 'L+" FROM SCHEDULE.
GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM
SPAN "L-' FROM SCHEDULE,
FINAL MAXIMUM ALLOWA13LE SPAN IS EQUAL TO THE
MINIMUM. DETERMINED SPAN BETWEEN 'L+" AND -L-'.
(3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR
COMBINATIONS IN BETWEEN WALL MOUNTINGS
W/ FLOOR/CEIUNG MOUNTINGS:
FOR A GIVEN POSITIVE DESIGN LOAD;
D--`TERMINE:
L%+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS.
L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING
INSTALLATIONS.
FOR A GIVEN NEGATIVE DESIGN LOAD:
DETERMINE:
Li— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS.
L2— MAX. SPAN FOR FLOOR/CEILING L40UNTING
INSTALLATIONS.
FINAL. MAXIMUM. ALLOWABLE SPAN IS EQUAL TO THE
MINIMUM BETWEEN "Li+'. "L2+'. 'Lt-' AND -1-2- 11
(4; GO I-- ANCHOR SCHEDULE WITH FINAL MAXIMUM
ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO
DETERMINE MAXIMUM ANCHOR SPACING.
'FLORIDA BUILDING
CODE (Non High Velocity Hurricane Zone
P.E. SEAL/SIGNATURE/DATE
/TLF C 0 �tm - -
A.S.S.A.
American Shutter Systems
Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
Ph: (877)999-2772 FAX: (561)2Dg-8380
02009 EASTERN METAL SUPPLY, INC.
BERTHA HV
Accordion Shutter System
TILUT TESTING & ENGINEERING COMPANY
5355 N.W. 36th. St.. SW 305. MROM GAROENS. FLOR111A 3318f
Ph— : (305)871-1530 . F- : (305)871-1531
._;j: Ult ...
ES -0005719
wALTS A, TILLIT Jr. p*F
FLORIDA U.. 6 "167
REV. N.1
DESCRIPY11ON
DATE
D— by, F.P.
qn/..
DATE: 09/05/08
2
DRAWING No
08-227
3
4
SHEET
—9- OF 14
5
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010000"
/ - 7 17L 7E C:O: :,m:c
TT
A.S.S.A.
TILUT TESTING & ENGINEERING COMPANY
6355 N.W. 3611h. SL. Ste. 305, %fIRGM GARDENS. FLORIDA 3316(
American Shutter Systems
Association, Inc.
1:7,
Phone : (305)871-1530 . Fox : (305)871-1531
4-263 Westroods Drive
e_mo;]: t"Itecoecol.00m
E -0006719
S
West Palm Beach, FL 33407
WALTER A- TILLIT dr.,P.E.
Ph: (877)999-2772 FAX: (561)209-8380
P.E. SE�USIGNATURE/DATE
FLORIDA U. 111 44 67
TAPCON OR
TAPCON WITH ADVANCED
THREADFORM TECHNOLOGY
ALL POINTS SOUD-SET
BLUE TAP
TAPPER+
SEE ANCHOR
SPECIRCATIONS
ON SHEET 11
CODE (Non High Velocity -Hurricane Zon
@ 2009 EASTERN METAL SUPPLY. INC.
BERTHA HV im
Accordion Shutter System
to DESCRIPTION DATE D.- by: F.P./L
ow �iss I,/./. DATE, 09/0!5/08
�E TAP W1 CAP&TAM. '!/!27�/10 DRAWING No
TAPCON WITH ADANOED 08-227
n4ZDDFO A TECHNOL
MAXIMUM ANCHOR* SPACING (k)-S wIEN MAX. SHUTTER SPAN.
DESIGN NEGAINE LOAD AND A MIRRESPONDIN CONCRErE OR CONCRETE BM INSEAUAMNS
(SEE MOUNTINGS 5. 6. 7 a 8 ON SHEET 6)
IM000
IMMOMMMMIMIMEMMOMMOOM
0000131EMIMEM
TAPCON OR
TAPCON WITH ADVANCED
THREADIFORM TECHNOLOGY
ALL POINTS SOLID -SET
BLUE TAP W/ CAP
TAPPER+
*SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES
1. ANCHORS. TO SUBSTRATE SHALL BE AS FOLLOWS:
(A) TO EXISTING POURED CONCRETE. (Min. Vc - 3 ksi)
- 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACIVIRED BY I.T.W. BUILDEX. (Min. f'c - 3 ks,)
- 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. SOLT & SPECIALTY COMPANY. (Min. f'c =3 ksi)
1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. Vc = 2 k.11
1/4-0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECIALTY
COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTrER SYSTEMS ASSOCIATION, INC.
(Min. Vc = 3 ksi)
NOTES:
A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND
TAPPER+ ANCHORS IS 1 3/4-. AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2'.
A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS som-su ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT
INTO STUCCOSHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST,
AND I" MINIMUM FOR'WALLS WITH NO STUCCO.
A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICA
ON NOTES A.1) & �.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGIN
(0) TO EXISTING CONCRETE BLOCK: (ASTM C-GO)
- 1/4-0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX.
1/4"o x Z/4" ALL POINTS SOLID-SE7 ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECIALTY COMPANY.
1/4-0 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC.
1/4"o TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL Powas SCREW. SOLT & SPECIALTY
COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHU17ER SYSTEMS ASSOCIAnON. INC.
NOTES:
E3.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND
TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1.
8.2) MINIMUM EMBEDMENT OF 11/4% . 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD
STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH .110 STUCCO.
B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY V.NEER BE FOUND ON THE EXISTING WALL OR FLOOR,
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED
ON NOTES BA) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
(D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS.
.EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS:
MAXIMUM ANCHOR SPACINGS ARE %%UD FOR EDGE DISTANCES INDICATED BELOW. FOR F D. LESS THAN THE INDICATED,
REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.
REDUCED SPACING OBTAINED USING FACTOR SHAIL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE.
FACTOR
ACTUAL
EDGE
DICTANCE
TAPCON
-
TAPCON WITH ADVANCED
THREADFORM TECHNOLOGY
ALL POINT SOLID SEr
BLUE TAP W/ CAP
TAPPER +
MIN. SPACING
E.D.
MIN. SPACING - 3'
MIN. SPACING - 3*
MIN. SPACING - 3 1/2"
MIN. SPACING
3 3/4�'
4'
POURED CONCRETE 11
CONCRETE BLOCK
UR M
- _iCRTEj
MR FEL - 3 1/2'
CGNCRETE UM
MR ED. - 2 1
POURED CON &
CONCR OCK
EZTE BL
MR. ED. - 3 1
POURED CONCRETE &
CONCRETE BLOCK
MR ED.-Y
pOLRM CotCRETE
, u. M .3 1/2-
CONCRETE 11.0i_
UK ED. - 2 1)
1.0
0.90
1 1.0
0.78
1.0
0.84
1.0
-3-
2 1/2-
0.81
1.0
-
-
0.67
1.0
2'
0.71
0.51
-
1 3/4'
0.43
1 1/2'
1 0.35
1
0.35
1E C 0
TILLIT TESTING & ENGINEERING COMPANY
6355 N.W. 36th. St., Ste. 305, MRGNA MDFN5. FLOM� 33
Ph.n. : (305)871-1530 . F.. : (305)871-1531
d: b1t=ft0I.C.rn
EB-0006719
WALTER A. TILUT Jr. P.E
P.E. SEAL/SIGNATURL/DATE FLORIDA Uc. 111 44, 67
FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone)
0 2009 EASTERN METAL SUPPLY, INC.
BERTHA NV TM
A.S.S.A. Accordion Shutter Syste m-
American Shutter Systems REV., NI 1ESC1111ION I -E I Dmwn by-, F.P./LQ
- 11. 1 -/w/Aa I DATE: 09/05/08
Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
Ph: (577)999-2772 FAX: (561)2013-8380
DRAWING No
08-227
�-,INSTALLATION DETAILS ON -EXISTING WOOD -BUILDINGS
TAPcoN WITH ADvANCEI) 1/4-0 TAPCON OR
THREADFCRM TECHNOLOGY
W/ 1 1/2" M;.. PENETRATION TAPCON WITH ADVANCED
or THREADED AREA TO THREADFORM TECHNOLOGY
EXISTING WOOD HEADER. W/ 1 1/2" Mh PENETRATION
(SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO FF
EXISTING WOOD HEADER.
F OR (SEE SCHEDULE ON SHEET 16) 1/4^0-20.3/4" S.S. MACH I M
INE IN. SEPARATION— --�CA
SCREWS W/ 1/4'-20 NUTS
TO CLASS
0 12' D.C.
EXISTING
GLASS---0
w
E
FINISI 1
EXISTING MIN.
21.4" WOOD
7:
HEADER REQUIRED EXISTING MIN. F OR@
EXGlEaNG 1 2".4" WOOD
HEADER REQUIRED
1/4-0 TAPCON OR
I" MIN. ION TAPCON WITH ADVANCED
An 1" MIN. SEPARATION THREADFORM TECHNOLOGY
TO SGELPAASPS TO GLASS W/ 1 1/2' MIA. PENETRATION
OF THREADED AREA 0
GLASS --I MIDWIDTH OF WOOD PLATE.
EXISTING
2'x4" CONT. SILL (SEE SCHEDULE ON SHEET 16)
WALL CONNECTION AT TOP WALL CONNECTION AT TOP PLATE REO'D. WALL CONNECTION AT BOTTOM
EXISTING
GLASS-11
j I' MIN. SEPARATION— EXISTING I
2"x4' CONT TO 1" MIN. SEPARATON�
GLASS CLASS___i-----j MIN. SEPARATION TO GLASS
WOOD TO GLASS
REQ'O. EXIST
GLASS--4
WALL rLq
FFINISH
"d I I
_j WA
I L7
W
I I
MI I H
-2 1:1 5—?-- F N��S
1-SEE SHEET 3 FOR TYPICAL
SHUTTER ASSEMBLY.
COMBINED IN ANY WAY TO
SU
2"x4" C
0
T
I
WOOD PLATE 6 11
E k9--i j Q
I", MinJ -E
Nu - REO'D.
I/4'O-2Ox3/4' S.
0 TAPCON OR MACHINE Mi""-1/4"45-20.3/4' S.S. MACHINE
WITH ADVANCED
THREADFORM TECHNOLOGY SCREWS %V/ 1/4--S20 NUTS TAPCON OR SCREWS USING 1/4--20 NUTS
12" D.C. "x4" CONT 0 12" D.C.
\LTA/PC.N WITH ADVANCED
L Vf/ 1/2" Min. PENETRATION OF , I I I -
7 ILL PLATE
THREADED AREA INTO PLYING \_4/4"0 TAPCON OR EQ'D THREADFORM TECHNOLOGY
(SEE SCHEDULE ON SHEET 16) APCON WITH ADVANCED W/ 1 1/2' MitI. PENETRATION
1,2" IN�rC X TH EADFORM TECHNOLOGY OF THREADED AREA 0
PLYWO ' 4.? R . HL. I JIL
Li/2- MIN. COX PLYWOOD REO'D. D . W/ 1/2 Min. PENETRATION OF MIDWIDTH OF WOOD PLATE.
V.STING MIN. 2"x4" STUDS 0 16" D.C. MAX. IREO'D. PLYWOOD TO BE WAL FINISH\\l THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16)
ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET Is)
WALL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM
WALL CONNECTION AT BOTTOM SCALE: 3/8"=l" FLORIDA BUILDING CO . DE (Mon High Velocity Hurricane Zone)
2,09 EASTERN MEIAL SUPPLY, INC.
HA HVTm
/7tLTEco,.--\ ANS.S.A. A.co'rd'ioThutter System
kf
E* IEV- No DESCRIPTION DATE I D... bVi F.P
TILLIT T STING & ENGINEERING COMPANY American Shutter Systems JLO.
I .. 0-to. -/os/ot DATE: 09/05/05
5335 NA .. St. SW. 3DS, ViRC0,11A GAFMENS. FWRIOA 331GE
Association, Inc.
I ...... : (305)871-1530 . Fa : (305)871-1531 4268 Westroods Drive 2 TAPCON TH ADVANCED 0/27/
t.1t .. THREADFOR. TEQ.�O=r I IE DRAWING No
E -000&719 West Palm Beach, FIL 33407
08-227
WALTER A TILLIT J,. P.E. Pht (877)999-2772 FAX: (561)209-8 3
"'o FLORIDA.Uc. 111 44167 380 4 SHEET
P.E . SEAL/SIGNATOR�/DATE 5 - 1 13 OF 14
EQ EO 2' MIN. 4"xB" Nin.) EXISTING WOOD 2"x4" MIN.
BEAM REQUIRED. STRUCTURAL WOOD STUDS_
EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD- (AS APPLICABLE) 'k- �1/4"O TAPCON OR TAPCON
BEAM TO BE CERTIFIED BY WITH ADVANCED THREADFORM
REGISTERED ENGINEER OR TECHNOLOGY ITW BUILDEX
ARCHITECT PRIOR TO SHUTTER WALL ANCHORS 0 6" D.C.
EXISTING WOOD. INSTALLATION. If W/ 1 1/2- MIN. THREADED
FINISH\ PENETRATION INTO STUDS OR
TRUSSES OR E CF� - W/ MIN. 1/2- THREADED
RAFTER 0 24" f
D.C. REQUIRED 1/4-0 TAPCON OR EXISTING G7--\ I PENETRATION TO 1/2- COX
PLYWOOD IF NO STUDS EXIST.
TAPCON WIT
H ADY CED I
THREADFORM TECHNOLOGY XA41� %
FFTT Min.
EXISTING SOF
W/ 1 1/2 PE ErRITION
3/4" Max. THK. AREA N
OF THREADED TO
-EQ Eal EXISTING WOOD BEAM
111143/4w 'x4*xl 8* CONT. ALUM. TUBE EQ a
'--1/2" MIN. COX
(SEE SCHEDULE ON SHEET 16) 1. MIN.
0 6" D.C. ; I SEPARATION --air
(6063-T6 ALLOY) W/ (3)5/16-0 PLYWOOD.
E OR LAG SCREWS TO EACH RAFTER OR
TRUSS. LOCATE LAG SCREWS AT E OR TO CLASS R@)
MIDMDTH OF EXISnNG WOOD
MEMBER, (2' Min. NOMINAL 1
1/2- MIN.
OPEN HOLE AT EACH WIDTH) W/ 2" Win. PENETRATION
STUD TO ACCEPT 11 OF THREADED AREA. VALID FOR
5/16-0 LAG SCREW INSTALLATIONS WITH 72pd MAX. EXISTING 7
AT CENTER OF TUBE. DESIGN LOAD AND 9'-0' MAX. CLASS---n S.M.S.
SPAN. THIS INSTALLATION IS ONLY 16' O.c
I,
VAUD FOR WOOD W/ MIN. i '111 !
1. MIN SPECIFIC GRAIA7Y OF 0.50 AS (E)OR (r)OR (C)OR
_SEPARATION— D UGLAS FIR OR SOUTHERN PINE
To CLASS No. 2, OR EQUAL S MIN. ILI OR Q)OR01
EXISTING EPARATION I
TO GLASS
CLASS i I
CONNECTION DETAI PlVW� & (44 �W
HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTALLATION _1/
1/4-0 TAPCON OR TAPCON
WITH ADVANCED THREADFORM
2-x4' MIN. WOOD TECHNOLOGY ITIN BUILDEX
A STUDS RE ANC ORS W1 1 1/2' MIN.
1" MIN. EXISTING GLASS--\ THREHADED PENETRATION
I I EXISTING S" -PARAIT01 INTO STUDS 0 12" O.C.
GLASS%�'
.0 GLASS
I MIN.
TO CLASS
ji 4 L41
I fill I SE1;ARA-N.16N
ALTERNATE I( TO CLASS
1/2
ANCHOR I
EXISTNG I LOCATION
GLASS 3/8 #lOxS/4" HEX
1 1 2".6' MIN. WOOD V8 WASHER HEAD TEK
DECK REQUIRED \rrk SCREWS 0 12' D.C.
(NO FINISH 2"x6" -MIN. WOOD DECK
ALLOWED) REQUIRED (NO FINISH ALLOWED) 2" MIN.
Fn a EDCE OF DECK EDGE OF DECK-/
IF APPLICABLE IF- APPLICABLE -E.Q. EDGE
2- MIN.
I
OF J7
DECK IF WALL
1/4-0 TAPCON OR TAPCON WITH 2' MIN
1/4:-0 TAPCON OR TAPCON WITH 2"
APPLICABLE
MIN.— (E)OR(I)OR (DORT�
FINISH
ADVANCED ThIR—FORM TECHNOLOGY
W/ 1/Z- Min. PENETRATION OF
NOTES:
ADVANCED THREADFORM TECHNOLOGY
W/ 1 /2" Min. PENETRATION OF
OR Q)OF<D+(q)
THREADED AREA INTO WOOD,DECK
(SEE SCHEDULE ON SHEET 6)
I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY
2-MOUNTING SECTIONS CAN BE COMBINED
THREADED AREA INTO WOOD DECK.
(SEE SCHEDULE ON SHEET 16)
END
'CONNECTION DETAIL O5W
FLOOR CONNECTION
IN ANY WAY TO SUIT ANY INSTALLATION.
FLOOR CONNECTION
SCALE--
3/8' 1
FLORIDA BUILDING
CODE (Ron High Velocity Hurricane Zone)
2009 EASTERN METAL SUPPLY. INC.
TM
BERTHA HV
A.S.S.A.
Accordion Shutter System
TILLIT TESTING & ENGINEERING COMPANY
DESCRIFITION
DATE:
Om.n by, r.p.
American Shutter Systems
I
DATE: 09/05/08
5355 N.W. .36th. S L. St.. 305. VRGNM GWDENS, FLORM 333116
Association. Inc.
2
TAPCON W17H ADVANCEO
THRSADFORM TECHNOLOGY
0/27po
DRAWING No
Phan : (305)871-1530*. Fa. ! (305)871-15-'l
4268 Westroads Drive
ES-0006719
West Palm Beach, FL 33407
08-227
3
P.E L/SIGNATIORE/DATE
WALTER A. TILUT J, P.E.
FLORIDA Uc. # 44-157
Ph: (877)999-2772 FAX: (561)209-8380
4
SHEET
5
1
14 OF 14