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FL# FL122
Application Type
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Expert Shutter Services,Inc.
Address/Phone/Email 1626 SW Biltmore ST
Port St.Lucie,FL 34984
(772)871-1915 Ext 106
callexpert@aol.com
Authorized Signature Michael Heissenberg
callexpert@aol.com
Technical Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Bilmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Category Shutters
Subcategory (Roll-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C* 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 12/31/2016
Validated By John Henry Kampmann Jr.
I` Validation Checklist-Hardcopy Received
Certificate of Independence F1 12246 R3 COI EXPERT SHUTT R SERVICES.INC. Mal ITT]U--
ROLLING NUTTER SYSTEM C.I. DRWG. 15-071.udf
Referenced Standard and Year(of Standard) Standard Year
SECTION 1609.1.2 ASTM E-1996,E-1886 2005
SECTION 1626 TAS 202 1994
SECTION 1715.5.3 ASTM E-330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/08/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
Date Approved 08/18/2015
Summary of Products
EL. Model,Number or Name Description
12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System
:m1
1 of Use Installation Instructions.
Approved for use in HVHZ:No FL12246 R3 11 EXPERTSHUTTER SERVICE, ;
Approved far us=Ye
:Yes INC. NAEITLE15 ROLLING SHt1 IER SYSTEM t3RtJu. SS
Impact Resi 071•odf i
Design Press reVerified By:Walter A.Tilsit PE-44167
Other:State Mist zones 1,2,3 and 4 Created by Independent Third Party:Yes
(basic protection only).Pressure rating: +30,-30 p.s.f,at Evaluation Reports
20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES.
slip.See sheets 15, 16 and 20 for additional pressures and JK. ROLE ING SHUTTER SYSTFM P.F.R. DWLIQ
spans. 15-071.odf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 phone:850.487-1824
The State of Florida Is an AA1EEO employer.Cogvriaht 2007-2013 State of Florida :;Privacy Statement:;Accessibility Statement;: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 mail.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 email address if they have one.The
emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here-.
Product Approval Accepts:
We
SC!CU1lty:11 F."C tL.dKA
Y
GENERAL NOTES' 8 ANCHORS SHAM BC INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPF.C]FICAT!ONS OF THE ANCHOR'S MANUFACTURER.
1. NAUTILUS ROLLNG SHUTTER SYSTEM SHOWN UN THIS PRODUCT EVALUATION DOCUMENT (P,E.DJ HAS BEEN 9•ANCHORS REOUIRM FOR STORM BARS CONNECTION.`; SHALL BE AS SPECIFIED ON APPLICADLF. SE,^^-TIONS SHOWN ON SHEFT 9.
VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (S01 EDITION) I Ti{E FLORIDA TIAL DINT.COVE. -3/8"0x1 1/4"CAL)(-(ICS MANUFACTURED BY POWER FASTENERS, INC.
NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT H!GH VELOCITY HURRICANE ZONES(M!AAI!-CADS .•194"5x3/4"SOLID-SLI'MANUFACTURED BY ALL POINT, INC..
J$R00IARU COUNTIES). •••)/8°0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC.
DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. -5/16'0 TAPCON MANUFACTURED BY ETP!OU+LDEX, INC
FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE: THIi SE SHUTTER.$ WILL BE INSTALLED
FOR A DIRECTIONALITY FACTOR K0+"O MUSING ASCE, 7-IO FOR INSTALLATIONS UNDER 1010 FBC MINIMUM EDGE DISTANCE AND SPACING E FOR ABOVE MENTIONED ANCHORS SHALL BE 0.S INDtC,A7ED BE40W OR AT ABOVE MEN/IONTO SHEET.
AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRO 18 k 20 TBRU 29. EDGE DISTANCE AND FMBECMENIS ARE BEYOND ANY FINISH MATEHW.. EMBEDMENT
IN ORDER TO VER1 Y THE ABOVE CONDITION. ULTIMATE.DESIGN WIND'LOADS DETERMINED PER ASCE 7-40 GROUT FILLED OR
SHALL BE FIRST REDUCED TO A,S.O. DESIGN WIND(AADS BY MULTIPLYING THEM BY 0.6 IN ORDER 10 ANCHOR SPACING Q 1009 EDGE. DISTANCE..0 7007. CONCRETE CONCRETE. BLOCK
TO COMPARE THESE W/MAX, (0.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEFTS TS THRU 18& 20 1HRU 2.6. 3/8"00 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4' (3000 psi) NOT AL.I.OWE.D
2- N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE.NOT OVER STRESSED, 1/4"ma3J4'SDLJD-SET 3' 3` 112*716" "WOO Psi) NOT ALLOWED
A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS��((��Tj USED IN THEIR ANALYSIS. FASTENERS 3/8.0 HWM BOLT TZ 9' q• 2 I/2'(3000 psi) NOT ALLOWED
SPACINGS TO WOOD HAVE BEEN DETF•RMINED IN ACCORDANCE WTIH-N,D.S. 2017, S/16°0 TAPCON XL 3 3/4" 3 1/6" 2 1/4"(2699 psi) NOT ALLOWED
NAUTILUS ROLLING SHUTTER 13A.12A. 13 L SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN
ACCORDANCE WITH SECTION 1609,1.2 OF'7HE ABOVE MENTIONED CODE AS AMERICAN TEST LAS OF SOUTH ANC t0..ANCHORS I
REOURF.O FOR MULLION CONNECTIONS SHALL 8E.AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHS 10,
FLDRIUA, REPORT# 1030.01--08 AS PER ASTM E 1896-05,E 1888-09 AND E 330 STANDARDS. QUALIIYNG t I I to R
INSTALLATIONS FOR WIND ZONES 1,2,3 S 4. MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK. BOLT 17. EXPANSION ANCHOR tAANVFACTURE.D$Y HII;fi, INC.
INSTALLATIONS,AS DEFINED BY SECTIONS 6.7.1.i, 6.'2.1.2 AND 8.3 OF ASTM E' 1998 SEE SHEETS 19 & 20 ,-KWIK SCREW ANCHOR MANUFACTURED FA TURF INC.
FOR ADDITIONAL LIMITATIONS. •-WEDGE-.BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC.
J.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T8 ALLOY(UNLESS OTHERWISE NOTED), SEE SWEET 7. MINIMUM EDGE DISTANCE_AND SPACING FOR ABOVE 44ENIJONED ANCHORS SHALL.BE AS tNOICATF.D BELOW OR AT ABOVE MENTIONED SHEET,
4.ALL SCREWS(EXCEPT END RETENIION SCREW(C)) I<)UE STAINLESS STEEL.304 OR 316 SERIES WITH SO k3i EDGE. DISTANCE AND EMACOMENTS ARE BEYOND ANY FINISH MA7FRIAI... EMBEDMENT 0) 1009
YIELD STRENGTH ALIO 90 ksl TENSILE.6TRCNGT4 R CORROSION RESISTANT COATED CARBON STEEL AS PET( DIN GROUT FILLED OR
SOOTS.ALL S.O.S.ARE ILK SCREWS MANUFACTURED BY ITVJ BUILDEX h SHALL COMPLY W/ FLORIDA BUILDING ANCHOR SPACING 0 1009 EDGE 06FANCE Ci 1DO9 CONCRETE CONCRETE BLOCK
CODE SECTION 241L3.3,4. 3/4.0 KWIK BOLT TL 27' 9" 4 3/4'(3000 psi) NOT ALLOWED
S. BOLTS TO BE ASTM A-•307, CALVANIZED OR AISI 304 OR 318 SERIES ,STAINLESS STEEL, WITH J6 ks; MINIMUM 1/2"0 I(MR SOLT T2. 22 1/2" 7 1/2" 3 1/4-(3000 PSI) NOT ALLOWED
YIELD STRENGTH, 3/8'0 KWIK BOLT TZ 8" 4 3/6- 2"(3000 PSI) NOT ALLOWED'
318"0 HUS-H SCREW 4' 5' 2"(3000 PSI) NOT ALLOWED
6.NAVIILU5 ROLLING SHUTTER SYSTEM SEARS U.S. PATENTS#6,095,225 AND f7.409,980. 3/8'¢WEDGE-BOLT 4. 1/2' 4 t/2' 2 1/2'(3000 PSI) NOT ALLOWED
7. ANCHORS TO WALL FOROSIOE RAIL.SHALL BE AS FOLL.OWF; I/2"0 BUi-K, '. OR&•ir}GE 371.1 G. 6" 3-(3000 PSI) NOT ALLOWED
5/8"0 Im-N SOUR OR mm�80U'7 I/2" '7 1/2" 2 1/2'(3000 PS, NOT ALLOWED
(A) TO EXISTING POURED CONCRETE: MIN. 3000 PA.!. COMPRE-5-IV•E STRENGTH. t I. THE INSTAUATiON CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH RETRAIN IN CONTINUOUS CONTACT WITH THE BUILDING
-5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDER, INC, 1'0 PREVENT WIND/RAP:INTRUSION. CAULK AND SEAL.PRODUCT TRACKS ALL.AROUND TILL LENGTH.
--3/A"0 KWIK DOLT 3 ANCHORS AS MANUFACTURED BY HILT,INC,
12. IT SN1A1..1.BE.THE RF5PON51$lLRY OF 1H£CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS 70 BF ATTACHED TO
Aa) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL.ONLY BE ATTAC.HIED'TO CONCRETE,CONCRETE BLOCK OR WOOD E'RAME BUILDINGS.
1f4'FOR 5 t6'0 TAPCON%L ANCHORS dt t 2'FOR 3 8'0 KWIK BOLT J ANCHORS. 13. 1HIS PRODUCI"5 INSTALLATION SHALL COMPLY VIITI ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED.
.4 E!.9HEUMENT INTO STUCCO SHAD, BE CONSIDEE(ED AS PAf�OF THE REQUIRED EMBEDMENT.
BY TI{E JVRI$DICOON WHERE PERMIT IS APPLIED TO.
A.2) MINIMUM CDGE DISTANCE (E'.D.) INTO POURED CONCRETE SHALL BE:
4'FOR 516"0 TAPCON XI.ANCHORS&5'FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14, LIFTING MECHAT41SM NOT PART OF TILS APPROVAL.
AN'!FlNI$(MATERIAL
15.(0)THIS P.E.O, PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMATIOIJ FOR A SRC SPECIFIC PROJECT i.e.'WHERE THE SITE
A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE.FOUND ON CONDITIONS DEVIATE FROM T14C P.E.D-
THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN sTRUCIURE BEHIND
SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE:SELECTION,PURCHASE.AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS
P.F..D,PROVIDED HENS/IE DUES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CON97RLICIIGN SAFETY AT SITE IS THE ,
($)TO EXISTING GROUT FILLED CELL.CONCRETE. BLOCK WALL: ASTM C-90 CONTRACTOR'S RESPONSIBIUTY.
-5/16'0 TAPCON XL ANCHORS,AS MANUFACIVRED BY TPN BUILDEY.,INC. (c)THIS P.C.D. WILL BE CONSIDERED INVALID IF ALTERED BY A14Y MEANS. i
8.1) MINIMUM EMBEDMENT OF 5/I6"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CEL.CONCRETE BLOCK (d)SITE SPECII'i(:PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH M'14.1. BECOME THE ENGINEER Of
UNIT'SHALL HE 2 ./4 RECORD F.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS
NU EMBf.DIHEM INf44 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT.
A DELEGATED ENGINEER TO"THE N.E.D. F-N(:1NEF.R: $FUEL $lIB917 TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
B:2) MINIMUM,EDGE DISTANCE (E.O.)OF 5/16.0 TAPCON%l.ANCHORS INTO GROUT FILLETS CELL CONCRETE
BLOCK.SHALL BE 4".EDGE DISTANCE I$BEYOND ANY FINISH MATERIAL. (e)THIS P.F.D.SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE..OF THE PROFESSIONAL ENGINEER OF i
RECORD THAT PREPARED IT.
8.3) IN CASE THAT PRECAST'STONE, PRECAST CONCRETE OH BRICK PANELS,VENEER OR PAVERS BE FOUND ON
THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MANN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILYVISIBLE LOCATION AT PRODUCT IN ACCORDANCEW1Tt SECTION 1710.8,3 OF
SUCH PANEI.S. FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SEC71ON (710.87. OF THE FLORIDA BUILDING CODE.
...._._.......-ONLY-TE
....._.�_ _._...,..._
(C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE••FIR-SO11fH (C.-0.36), DOUGLAS-FIR-SOUTH(0+"0.46)OR ,wi,1111 SMALL ONLY BE US£f)7Y)
1N FIFE STATE OF'FLORIDA
UT
SOHERN PINE'§2 W/G w 0.65 MIN. �1 x -1,,,,,•,, FLORIDA BUILDING CODE (,Non High V01oeny T{UITicom 'Lono)
-5/16"0 TAME N XL ANCHORS,AS MANUFACNRFD 61 I1W OUtLDLX. INC. F.I5.� �1 Sf'•, % O mts TR7bt0 tNG
* Nautilus
•'+ ?�,I) MINIMUM FMBEDME14T OF'TAPCON XL ANCHORS,INTO 177E WOOD FRAME UNIT SHALL..RE. 2 Ile PHYSICAL
:HREADF,D PENETRATION, ,.x..- �Q...
Rolling Shutter System c"r 1g1,5
�1L EC 1w
NO EMBEDMENT INTO FIN'u^Ni MATERIAL CiNA1.1 BE CONSIDERED A,PARI Of THE RF:OVNRF.O F.A(AEpUEkR'. g 1 oetC
'- ""T'�=' EXPERT SHUTTER SERVICES INC.C,2) MINIMUM EDGE. DISTAI4CE E.O.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4' EDGE DISTANCE M § ;r-^: = TOUT T(ST1NC tr ENGMl'ND COMPANY T E
( ��QQ,,• '- ac,*.w.+c>M 01".JOl:wnma a.00rs,rt INN. 1N20 1.w.VOUCRE STRE£7
Hr".:JOND ANY FINISH MATERIAL.. s'P••• A" :t`�,`i' .c,., (:snlar�_I,,yc.w.:l,wy)x:•..::Lr POM Sr WOE.- 049 a
i� • �'000".,
1 n-•ma�ili!5"ee0gal..am DRAWING No
L 1. T. 8
. .c•. 1 •'( � uC:lasoN:aa-n w.rD-I77 a'r+••sos
C.3)IN CASE IHM PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVEIM BE ROUrrr ON �" \la Ce-0aasr,v NN
THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACT! THE MAIN SR(1CT1JRF..BEHIND •-'�•�+{.��j�� w.utut A DLtrt:r Pi.. ..
SUCH PANELS, PTfi7,TrFJ1'.('}#tf.N •„GATE tL(.wvA Lx.1+�I7 .wn. �_ nI[Lt t ol'.F
#9 #SDVr_.�W ...........
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COWTHAM
MAIL C woMmmuE ANT"RWJS,0N
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C(�ATazlYSrEYASMqKrAMfCG
SYSM BELT COATIMILC
.......... 101.4 WMDSTV.WM,
L Fy
............
t
zw
7i
(TYP)
SLAT (QTARTER SLAT
SLATS
BASE SLAT
PLJAIL,
.,.........Jen".........._._.._.. ING
................ ............
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r..•._........ .. ............ ................................................ Wor IV
...................
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7
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12V m2W......... 1.1- @) �0,.Qkwr..as��
6033-TO AURAIMM ALUN L
................ .............
IjANING SYSTEM:SCREW,BUSHING
&=41-11 011, -RE
SIDE RAIL BUILD-OUT TUBE BUILD-OUT TUBE
&W."KUM11W.M�LLOY
M.046�tPAINUMALLM VY
SUM.irr
*MM De REVILVED BY SWIM
................... ...............................................
MANUKAMURM TO ALLY*MR A M-NIVA'. ----------........
0.050'C-LEARAME BE%IECN'SCRr*HEAD AND 2.000-------
I
CAVfrY WAIL.Al NON WMCMAE PLISMINS.
..........
BUILD-OUT TUBE
. ...........
600TfiALUMNUMALMY
................
@) IWWA'FrW/BUILDEX TEK SCREW
Z5Y -i
M,
h
5116'0 ITMKI)EX TAPCON XL ANCHOR
CARWM STEEA
SCA '1w 1,
...................
I.....................ow.............. STORM BAR
3ANCHOR
............. X70 HILT), K BQLT 3 ANCHOR
C.AL -
SCAR
TRAPPED ANGLE @ 4X6 MULLION 1) 4x8 MUS 4x "Viz
7 MULLION
Wfil.lG& INUMAUCY 0%%W1,11,11fol" SCUE,
fMI-TRAWWWWAMY sclu C 0% T
Mr.1, rLQRtDA BUILDING CME (No-High Velocity Ht icono Zone)
ms R4. MAN M?
4 . c r_R.L
lzi ., .E N a u t i I u s
7 Rolling Shutter Systern Npb/ss
PATE
ICES I
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TfWV TUMNO&LNGMURING CVM�v_ EXPERT ERT SHUTTER SERV
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COMPPONENTS POM ST.Ltlt.'C(1, ,49164,�vo
DPAWWO N.
IM. 171)P,
F10KA "MY
ol s
.O t4
td 11 5
20 aT Q� 4 "ter 1•t
1 SIDEIEND CAP
/� 2e 2 HOUSING(BACK&TOP).D40 THICK
3 HOUSING(FRONT&BOTTOM).040 THICK
n �/��•. �,cs 4 SPRING BRACKET
5 SPRING ASSEMBLY
6 60 MM OCTAGONAL AXLE
7 SIDE RAIL(MAIN SECTION)
•40 • 4 %�'� �i�j ® 8 SIDE RAIL(COVER SECTION)
y
- ,,. 1 17 ✓' ../ 9 ALUMINUM STARTER SLAT
i ��' d 10 ALUMINUM SLATS 1-10
11 ALUMINUM BASE SLAT
12 TUBULAR MOTOR
13 MOTOR BRACKET
14 SPRING,GEAR&MOTOR BRACKET BOLTS
15 HOUSING(BACK&TOP)FASTENERS
16 SIDE RAIL(MAIN SECTION)FASTENERS
17 HOUSING(FRONT&BOTTOM)FASTENERS
18 END RETENTION ASSEMBLY
19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROWN
21 CONNECTOR SLEEVE
cm' ul
22 GEAR-PLASTIC ZAMAC CASING
0 _ �_/ / O 23 UNIVERSAL WITH DRIVE SHAFT
24 60MM OCTAGONAL IDLER END
25 IDLER BRACKET WITH BEARING
BOX & END CAP ASSEMBLY COMPONENTS
10
RIDA 8Uil-DING CODE (Non Fbgn Velocity Horricene Zone)
* Nautilus
11 s� '' CEN . ,—__._...,_. ,,
{�/e Ralling Shutter System R,tR�te
,,•-_`.�'�-'�.`_-= -'='�{:�,K~` 1L EC® IMG. RATC
EXPERT SHUTTER SERVICES INC.
__✓ S""', TU I?TF:5TIHC.4 CNGnrEER1u0 CONPANY
*: .�, �:*C...✓ k/.xmt x.lW..wcivw r'+Oe.n.ya:ae 1ri'lD S.Yr BRyi.tt;t7C 5:#%[T �j_..p%1
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Palmtc 6< tr,'t as t,au" •� .....
VY/6 & V7 BOX I
V/9, 0 pEAr, Y/6 & Y/7
...........• END ................ END CAP
CAP
END
END CAP—— -el
SLATS
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............. ..............
S!AT&
#2 t2
#2
SLAYS 51AI
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SLAYS
SIA7$
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,
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8 .......... Butts
SLATS 'SL
0 0ye 0/8 0/8
07/88
............ .................. ................................... .......
... .........
SLATS
SLATE D
...........
............................................
................ ..........
(Lyn. ENO) (Typ, Ea. ENV)
SLATS ..........
..........
......
=7
L
AT S SLAI S
..........
STORM BAR
vI
77 77,777,
(SCE SILKET Y/6 & Y/7
��Y/6 & V7
........... (SEE%NEDULN ON SHEETS 15 20)
W, SLAT Sl 11 o' - �l I H .5 1- 14
1._..._...._..,._.._..-_....._...._...__........ ............._.......-_i
I'LE m1fruzz,
UN ID) ___......._..._.....__
JYMCAL StN_QLE UNIT ELEVATION WZO STORM BARS
'"20)
to 0'
P"ENIS 14(),14Clll_llr BARS
NOTE: SEE 15HEEIS 2 &, FOR GOMPONEWS '4omuqcuavRE:*. TYPICAL SINGLE UNIT ELEVATION Wl ST9RM_ BARS
S E '? z
NOTE: SEE S1.117C71; 2. & 3 FDR COMPONENTS NOMENCLATURE.
A-SHJUTTER–IlEffiff',
CASE I S rTY14 K`G"T EQUAL OR. LESS YmArj t k'-.o'APPLICABLE 10 INSTALLATIONS W/O
MLI,7-A-M 0
aARr._W/STORM BARS R Vil !STORM WS&MULLIONS W/ WUGHTS�kip
T
01jr?W4 'SNALL START TV/it SLATS AT TOP.FOLLOWED BY#2,#3, IHEREAFtER,A[---
,HE WAY 0OvqN.LWI SLAT SHALL CONSIST OF MIN,FIVE(S)SIPW.,OF WAY SLAT
NUMBER. PRCCEDU RE FOR ADDINr SLAYS ODWIWAF.0 BELOW#1 SW SHALL BE
CONTINUED UNTIL TOTAL S?jUrjrR klel.,t(TIS roijPLETED..OUANTnY Cr FNM• SLAT NUMBER
INSTALLED BEFORE Bottom SLAT@IIAY VARY Wffli SHLTTTER*S HEIGHT.
BE:awmli 114STALLED.
swur.,ER HEIGHT LARGER 7A4N I V-O"APPUCABLE 10 INSTAX.LATIOWS W10 STORM u1n111 FLGRTLIA BUILDING CODE(Kon High Vulbc4y Nricono Zone)I
BAITS A141)VY1 OR W/0 MULLIONS W/HOOTS LARGER THAN 1 c Nit TILICLO INC blv.w BY:
Nautilus
CuFiTm Siml.START 1#1 SLAr.;,�AT rip. GUOWED SV AU.
E,,�i SLA -.OT
p -E(5)SLAIS OF IMAt StAl Rollin4 Shutter System
INE WAY of"' I _Y CONSIST Or&IN Fl$i I
.LAI 5,
MUNBER. poaEJRE r,3A Alill.W.,SLAYS DOWWARE)EMILOW #1 S SMALL.BE 11LIECO ERT SHUTTER SERVICES INC.
(;(i14TIWUEG UNTIL #10 LAT IS lfqSTALLED. AFTER#10 SLAT IS,WSTALLED, 1,DOfTtQRAl.j10 111,11T TESUNC, ENG11111111 WHO COMPANY EXP
I - USED TO'�GMPLVC THE Tf.YlAt HEIGIII. z 10126 sw.0 TUORE VVE.
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WALL REQUIRED.
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.............1 2 1/1 ..............................
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........... ALUM.
41.
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WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING
SECTIONS YY
T
J .- FLORIDA WILDING CODE(Non High Velocity flur6cona Zona)
k:rzc-,INIZ a"
INSTALLATION DETAILS ON EXISTING POURED tNautilus
CONCRETE OR GROUT FILLED CELL CONCRETE 57- TILRE C 0 Inc. Rolling Shutter Sys;tern
MEHINC comp-gy EXPERT SHUTTER SERVICES INC.
&E.G1
BLOCK BUILDINGS 624 S.W.BMW,'E VRECT
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Fl. A-994 Mh=
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3/W O-Z
SCALE
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OR ::YOUI FIL-LED -4 j
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CONCRETC 91.,XK c 0.N C rf,Cr.
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OR ShHT!-17 �6)
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OR 1! 'gir, OR [/$J- 0' "1"2'. /4 SECTION WZ STORM BARS
R ,/a.Sup
FLUSH MOUNT (WALL)
TRAPRED MOUNT BUILD—OUT MOUNT —SECTION P—P (FLAN)
BUILD—OUT MOUNT
SECTIONS 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
D4J.......7.................
................ ..... ....
:j 2.7 i 50. a 4'
.I i
r (HZ
4'
C 4'
SECTION Q'-0' (PLAN)
ORIENTATION #1
rQ 1/0'%4' OR 11F S-L!F-
aw 1/0 SLIP R ilia,Sip '..(0 OR/ a.Sup OWAMOUNT END MULLION
—P
LL
SECTION Q—Q SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN)
ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 be #2 ORIENTATION #2
4;4-
WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION
.................. INSTALLATION DETAILS INTO MULLIONS G,G1,G2
oR W/a-SUP or "'r SLIP
(2) 2-,.4-OR YJ
2'xG' 571451—
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................... ................ ................
2-x4"OR 'I 2c?)
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A
Q
S.S. WS
(--,EE 'HEFT -,G) SCHE"";t.". k"I 11 1 1/4"0-20x.
MAY BE USED P-00 (PLAN)
1•'' ACN1EET21} • Wl NU SECTION 0
i FOR THIS CONNECTION
ORIENTATION #2
-------------...................................................... WALL MOUNT END & INTERIOR MULLION
w041111#11t, ,
A.Tlc
PLORMA BUILDING CODE.(Non Moh Vel-cily Hurric.wa Zoh.)
tik
Va SUP 4'oi-
aR-Aa Af.
D,, c.p !ai, 11w.
8QILD—OUT MOUNT
FLUSH MOUNT (WALL) 44167 Nautilus
— "' 1:1 w Rolling Shutter System
— '*5 z
OMPANY
w1 .—,-,-'-j4;;:,=�) 11LIECOINC
EXPERT SHUTTER SERVICES INC.
SECTIONS 0'-0' (PLAN)
S2126 S*.BUMOK STRES
PORt ST.LV�,f.V! 34984
—9 11.&i�ll 7.9-mlu.1, 0721 DRAWSK H,
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ..... r.11 otlow" —..—
Ism y or;
............
TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES
STEP I.,OBTAIN JOB SITE'S A.S.U.DESIGN PRESSURE RATiNG(p.s.f)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS
SPAN"L"(A)TO PRO'TEC'T IT(SEE GENERAL NOTE#2,SHEET 1), 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL
STEP 2:ENTER TO CHARTS (Ia. Ib & W) THRU IC ON SHEET ISTO DETERMINE,BASED ON AN 112" BE BASED ON CHART Ile ONSHEET 15. IT SHALL BE MEASURED FROM BACK
SLAT BLIP(in).ANCHOR TYPE Al SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.f.):THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN"L"ft.
2.ENTER SCHEDULES Ia THRU 2c ON SHEETS Z4,25&20 W/A.S.O.DESIGN LOAD:MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8-OR r), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W1 ALLOWABLE
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN
MULLION ORIENTATION.
• ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDING ANCI IOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED).OR WALL MOUNTINGS OF MULLIONS INTO
FOLLOWING DEFINITION FOR SLAT SPAN SHALL RE CONSIDERED: CONCRETE FOR AGIVEN MULLION TYPE(!'0,,
b4m:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4cIF BOTH STORM BARS&MULLIONS ARE USED
USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING.
1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GIASS IS PROVIDED ON CHART fc.PROVIDES SEPARATION SHALL BE BASED ON CHART lo,ON SHEET 15,11 SHALL BE MEASURED FROM BACK OF SLAT'S TO
I'D GLASS FOR PRODUCTS W/O OR Wi STORM BARS(SEE STEP 4), GLASS
STEP 3:OBTAIN INFORMATION ON FIRUDUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET'22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&W ON SHEETS 16 MAXIMUM STORM BAR SPAN(I IEIGI-M
'THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING
TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND 087-AIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHE.E:T23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
(INCITES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
&BOTTOM,OPTIONS PROVIDE ANC140R SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS.MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&q INSTALLATIONS
FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR
SPACING.
PROCEDURE 4a.IF STORM BARS ARE USED
4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W/A.S.O.DESIGN PRESSURE RATING
I MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR T),AND DETERMINE MAXIMUM MULLION SPAN
CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE-'.INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &
MULLION TYPE&MULLION ORIENTATION.
2.ENTER TABLE I ON SHEET 22 WIA.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE
MAXIMUM 5.SEE SHEETS 10,10A.11,11A,12,t2A,13&I3A FOR MULLION CONNECTION DETAILS AT TOP&
ALLOWABLE STORM BAR SPAN(HEIGHT), BOTTOM FOR FLOOR TO CEILINGgRAPPED)DR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
FOR A GIVEN MULLION
3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS • PROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND
STORM BAR SPACING. WOOD FRAME STRUCTURES.
FLORIDA SUILDNO CODE(Non High Velocity Hurft000 Zone
-S, * Nautilus
N(S-441.671-t� Rolling Shutter System
4-
EXPERT SHUTTER SERVICES INC.
MAX rts"No&cNotamm cw�...
*26 S.W.617)"Ar.S14RECT
Al
—J:
7,,j
SLAT PERFORMANCE CHARTS la, Ib, lb' & le: (ONLY VALID FOR 1/2"SLIP)
FOR A GIVEN&S.D.DESIGN PRESSURE RATING(P.sj),PRODUCT hAOUNT CONDITION INCLUDING ANCHOR TYPE AND I-OR INSTALLATIONS VW OR W/O
CHART Ia CHART Ib CHART Ib' CHART IC
USE 1WULIUM VALUE BETWEEN POSITNE AND NEGATNE A.S.O.LOM
USE MA7BMUN POSTIWE ASA,LOAD VALUE
318"0 KWIK SOLT 3 ANCHOR 5/16"a TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR
POURED CONci'( 1•E TO POUREO CONCRETE TO GROUT I'MU.D CELL CONCRETE BLOCK
µAX_ MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REOIIRED MIN. SEPARATION TO GLASS
A.S.D. 'LMAX.' (FT) 'Lwx.'(FT) 'LMAx.' (FT) MEASURED TO BACK OF SLAT(in)
DESIGN
RESSURE WAM TRA PED BUILD-OUT au"-Our WALL 7PFPPO BUILD-OUT BwtD-our WALL T11APPm MOLD-our BUILD-OUT ... W/O STORM BARS W $1 Rw BARS
RATING MOUM MOUNT MOUNT W/(€) MOUNT MOUNT UNt NOUNr W/O NWNT MOUNT MOUNT W/(..)
5EE NOTLS¢ SCE NOR9 yc 'CY 5f1 NaCFS# moi"NOttS# S�NOTFS* "�-' z SEC raTrS* SCE Now,R Sa Not6+k t''' C='+ SCE NOTES�k WIND ZONE WIND ZONE NB ZO N1N0 ZONE
(pyt) sLi NO1LR* rrort's# Twlc9
t-J 1 1•J 1
30.0 20•...0" t`Y-4" 2D'-Q" 20'..:D"..__.........?�:::�.�...........�g��h.4....... 2tl.:"0�.... id'-U"
.......3..3,_.0-__..__.T....0._'..-..•.0..•....... ...._1,"'__...._y..............._.2...U__'._-._U_'___ ifl'-0�...............::?�.'is• ..._ .. ........ ..........._.._........_.._........_.._..�_-_„..._'... .2...0'-..0.` 15'-.4• .. . t
1/2" 7"
_....... ._..........._..._.....__- ._.._......
t�'_�, 9-0 -�.. 20'_0' 1S-D"
.......
..........................
40.6 2D'-0" 15'-2• T9'-T ...._7f.-°".......
-111"
..._.....45..05__..60.._........?'L2....U0.0._'''-,_•.0OU.•""......._.......,.......t_1..5b....._'.:..--._....DA__.._"�........._...._....,.............__._.Sl..A�__'._.•'.-:.6.:_,"_.....,_._.._...,..�•..:.,1T...,.'_:4,��..........._. ...___..._.._7^..S...�''.-...,."."...._..-................'.-.s2_.^....._..-...._.....3....'.-...,.I..',...._...._...................._..._....._•...._......_...._..._-___........
......i...a...''.._....5_."•_. ,......_-•'.........".."...._....._..,_..._.................,__......................._............ ........_._..1../....2-.."•......._......_.....-..6._".. 7"014'':5' 77 . ........ _......__-..... .. _G -
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16'_O. t%'-41412''" 14 112* G 7"0D
14'...10" 6-7W2" 1I'_O^ 147"
...............__.............
12'1_ 1. 14
r .
_ ........._.... ..._....... ....... = 6_._.-._.._.....7'
..
....._............
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... ............ .......-._....._.__.._......-._...--_... ........_.__....... ..
12'...11-
............._.7.0_..0.__... _.....1...r..7.•_..._-_-4.,"_.._. ..-.,..._t.J..•.:.-....t..."................1.3'.-....13..1_."............_II._tI..'.-i4..i".'
.'-....06.'....... 70o ' _ ..B_.
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75A ..._�._._E__....._...!t'-7" TO O_ 9'-U -}M 1 IS 1�1.° 6 7
._ ....
_..__._._...__...____. ._.___ .. _._-...._. _... _-• .__ _
6D.0 75'-q" _...12...-�......_.__fir.=L:_..-.....":".'..�..._..__�.:'S___ _f0_lu'_.___Q'...7" it T 0'.... fY- A. 6 t3• B 7
.._...._.d•'_`.�0-_ 7S'-0' ._-10.:::6_._...........T.
2", a'........-tU.-U�._.. 4.
..._......3..�'........._ 9._.1.. -U"-S it.-2' 9'-3" p.._C• A' -..I" T3:'._ '-
0
_....._._.__..-. ......_....... ,_...._..... ....._.........._-...-. ................ ...
00.0 1f)'-1" ...... ." y'...8• IY-B` A'-10' 10'-1 B -51" ..t0'-B" A..... d'-70' 6'-O" 1 72 1/?" B 7
I's'-"� ........n.-e---, _._.�1. ... ..........9°. 72'...0" A'..c" g.y. A,-J.. 10.-4 A A•...8• T_p" t it 1/2" B" -- 7`
700.0 12.,..g• 9...... 1p•_g' ...9:":.t.^ ..(t.'.-..A,. ._..........._4• 4'...g' g'-4" 10'....0" *-0* 6'-3" 12" tl^ 7"
105.0 12'-2' 4 t7 ............_10'.":.:� ._..'--R.-y W_3"
.. d':0.: 9-2' d--2" 9;:g.�. ...._8.: :........ ._.B.:t'.�............7'-4" ... .......1 1 I t/2' B' %"
.... ..................
............... ....-....- TU'-,II" 7-10" N t0" T-T1 4-.3` T...1b. 7D. .I'-2" 11 1 1 . G.... ..7"
._�._':........ .-F" A''4• ..........__. .._...Z_-Li_.._._.........a.::.H� 7•.-A•• ........y0..............._,.-�,..._._.._ T.-d` T•-0' 77 ij2" b" i'
..120._ ... t_U'.•..2'..- J.-'.- `..... •.._. -. 7 7t.
,.... 77. ...f8' JT/'•
.9 .. y ....._ C ..._._.-a_...__. S
7-2"B-5' O130.6 9'- '-910 6"
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.
135.D..._..._
._..._...........1....5...._5...........D._.,..............._AB.`�..-.'•_':,--:"-.03�.L"."... _,.G..-- ' 7A:..'-U"""'. 57.',_1S0"..• P8n.'--O•."_ _ . J.._....T.._•..__. _ 7_'__.,.5U._.,...... 6-
_70 _.. ....__'.-.0.... ...,..._...................,..
._..._....__'i,.^.._....._................_..._..I.__..p.'(4112"'•....._,......._._......6Gd�6�pa"
. �. ..... _. _......_.___...".._.._.._..77_�
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140.0b-�" b �. � �
... _... ......... ._.....,....- ..........�.:„8.. .....-F.:.:�.�.:.._...._ a
.... _...._.._-....._.____.. ..........._ ` ....... ....._........
1 _,........3 �0.1...._............._........_""L. ..`......_. � ......................
...._1.490... A._B. _ % t
.. _.._6' _ „............. .............. . .......
150.0 ...__._::..._..._.. .....................,.__.
7' '.... .
_7 _...... ...............7:_ .... ..._ .. ................... ........__........
..
160.0 160.0
_
I hay :
1. ABOVE INCY.CAiED FM1X, SUIT SPANS MAY BE USED AS LONG AS
ANCHOR SPACING SCHEDULES ON SHEETS 17 & IF INDICATE THAT '
A>7 ANCHOR `"PACING 1S AVAILABLE FOR THE CORRESPONDING SLAT
SPAN AND A.S.D. DESIGN PRESSURE RATING. w�`�'`E�;. ��TE 4, FLORICA BUILDING CODE(Nor, F119h 4elGcity Elurrioanr 2onn) '
}
2. REQUIRES SIDE RAILS F'ASTE.NED TO EXISTING 5'FRUCTURE WITF'. rya;'' �tC N$E•'•. '•,•^ Dro.s r.;TE:h et N u l u S "vP"TUNS N':
3/8'0 KMK BOLT 3 ANCHOR OR 5/16"0 TAPCON XL ANCHOR, !NSD - -
POURED CONC-nt•:TE OR GROUT F,LLED C;EL.:. CONCRETE BLOCK, OR N0.44167 "°"'�
p� Rolling Shutter System
7'i(TH 3/4""w TRK SCREWS AT V.Uj.LIONS CONNECTION.VALID FOR 3..yr;,,�•'*" '•'"`z T/� _
.,r:...... 4d QFOC ocE
•• ' T .I ', - I AND BU'I^ CUT MOUNTED. - ^- N NGINEERING COM.Mr, EXPERT SHUTTER SERVICES INC. --
_._................. .-
,fALL ..1CLFITEL, TRAPPED MOUN.r.D. �..�-� -b•,,� F;-.-...ISL".: TAT n."s,.ir.saz.wsvw wure:.n sTTts Irsr Sw.MR1ea-reC STr:Cf'
5'�T ••tbr >...cvsm��-;:ss.....rsnMr•-:a. 15--0%i
+1l•.XIIbL!M SLx" ::ANS FDR 7NTERFAEDIATt: LOADS MAY BE ��• �' �
DETERMINED BY UNEAR '"i CERPOU\T.Oti BETWEEN END VALUES. '%�:., (.f� )� •a•tea• _r.�Ee-ot e•�nr 1 -s,t+tc,.t.+(o.e:nr rxr ms r.>T-navu- oe,,wa,c No
�'='�:ir��l�iVA11��a�'°T'• E1CR!fz1 1,.�.sla! � -.u•a•�,_ .."-`. S+ECT �i Or 7F
...............
MAX. ANCHOR'S SPACING SCHEDULEVa
FOR A GIVEN PRODUCT MOUNTING TYPE,W13/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL AZZ. DESIGN PRESSURE RATING&SLAT
SPAN RANGE t
WALL MOUNT
LM.A.SGN. SL6T SPAN PAN RANGE
DESI —
MTINGT
0'-4't > 41-5,t > '-6*1 > 7'-9'1' > 9'-12't > > 16'--20't
Wm(P-4
...............9 .........'............. 9- U. 9. 9"
............................................-................................................----.................
>31-40 9' 9�
...................................... .......... ......... ........... .......... .......................................
............. ............ ............ .............. ......................
...........1...........-_-----------------
5 5/8- 5 .5/8- t NQIL.
.................. ...---.................................. ............
..........
6 .S1/2' F Spm MAX. SLAT SPAN FOR A
....... ................. ....................................... .... ........ GIVEN A.S.D. DESIGN
>106--120 ........... GI......... 9' ........... ................. PRESSURE RATING SHALL
>12t—.140NEVER EXCEED MAX. SLAT
>141-160 9. 9" 7" SPAN INDICATED ON SLAT
SLAT SPAN DEFINITION PERFORMANCE CHART ON
TRAPPED MOUNT SHEET a5,
Dm SLAT SPAN RANGE
mc
PRIMSURE
PATING > 4,-5,t > 5'-6'T > 6'-7't > 7'---0't > 9*-12't > 12'-16'1 > 16'-20't
RANGE(P.N.
1.30.0 9" 9. 9.
.......... ........................................................... ............................. .......................... ............................. ...........•__...... ...__....
9" q., 9. 9" q.. 9"
................ ............................. .......................................................... .............................. ................. -.......
S� 9.
................ ........... ....................... .................. ............. ....... .................
�61-BG 9" 9" 8.1
............ ................. ...............
....................
............. ......
.......... ......
.. ............�K 7-
.......... ............................ .................
>141-160 6'
BUILD-OUT MOUNT
-W-7A,-S-.57
DMIGON SLAT SPAN RANGE
PRESSURE 0'-4't > 4'-5't > 5,-6,f > 6'-7't > 7'-9't > 9'-12't > IZ-16,1* > 161-20,t
PATIM
GE(P.B.c (E) (E.) (E) I C�) I C�:) E '�E
AL _a_
9' 9" U" 9* 9" 9" 9" 9"
........ ....... .................. ............ 9" 9 9" 7 3/4' 5 5
............ - .............. 7"
. ......... ......I -I., J...,/8"-
>31--409" 9" '.. 9" 71. 6" 5 5/8" 5 5/8'
..........................._y................... ................... .................. ................................... .................................. ...............................-................. .......
9. 9" 'j.' 9" 9. 91, 9.1 9" 7 1/2" 7 1/2" 6" 5 5/8'6..58".5.5.8/ / ': 5 5/8' !i
...........................- ................................. ........... ........... ............. .....................................
9. g. S. V' 9. .........
>1 9" 9' 9' 9' 7- 5 5/a- 's 5/8- 5 5 55/8...5_.5/8_.
..... ........R�...... ............................. ................. ...................
...............
.......-------- 3/4" 6 3/4' 5 5/8' 5 5/8" 5 5/8" 5 5/8�
............... .......
.212t�!a ..........9, 9. 9' 91 9� 91, S' 8. 8. 8" 6 1/2' 6- 'i. 5 5/8- 5 5/8- 5 5/8
.................................... .... ..................................- .- F
........................ ..........
.................... ------
I > 9'. 8. 61, 71' .... ........
........... * *'
... .........
f-140 9" W, 7 1/2' 5--
r> 5/816' 5 5/8,15 5/'q
ck N.Th/11s� FLORICA WILDING COOS(Non Wiwi Vf4ociky Umcone.-z
llirrco mc,
Nautilus
Rolling Shutter SystemI L E=0�, �. '\-
...........
Y0.7T iESTING r�EN4iACEWG compzmy EXPERT SHUTTER SERVICES
SA 6
"nT
VL7RORF.
M)08' DrS4WING Na
5-UT IC or zr,
—------------
SCHEDULE VC:
Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS
(USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
MA)t1MUMRANGE
A.S.D.
DESIGN
PRESSURE 0'-4' > 4'--5' > 5'-6' > 7'--9' > 9'-12' > 12'-16' > 16'-20'
RATING -- — _.__— _
,Pst) Vx Vy Vx Vy Vx Vy Vx Vy Vx �Vy Vx Vy Vx Vy Vx Vy
4 30.0 10 60 10 75, 165 90 238 105 421 135 594 180 999 24.0 1390 30+0
...._..._._..__.._............._...................................................................................................._..._........_.__. ._..._...._............_...._............_._._..__..........._........................._._..._....................._... .._......,_.. ..._........._.........................._......_................._......_....._...................---.
>31-40 10 80 10 100 386 120 398 180 823 240 1328 320 :823 4.00
10 120 290 150 794 18 708 270126fi ::360 1962 480 2.553 582
.
_.____......__......__._. ._ _..._..._....._..._..................._._......_.....
._--_-_.._ ..__ . . ._.._... _ ........._._._._.......__..___..._......._...__ _. .. _ ..... ......_._...._..._.........._ _.........- _...__..._...._...._
G 10 160 616 20'0 767 240 _..0 1007 360 1695 480 2422 600 2547 596
.............................................................................................................................._ .._.._._........_...__......._......_..._......._..............._.........._............._...................._................_... ............._...__..........I............. _ _....._.........
:•t31-105 123 210 550 263 71'I ;'15 114.2 368 172 473 201)9 X591 2492 638 -
_.,..... _._._._.........._ .._...... . .._............. ._.._....._......................__............_......__......._................................-_............ ..............__... ...-_._........... .................... ................... _..._ .................
_. .. _.. .
>1 06-120 313 2.40 4 728 300 88i 360 1345 420 1587 540 2112 640 -
> I - 40 552 280 a60 350 i003 42G 1612 490 1869 630 2039 X35 - - -
_.............._..__.........._. ---_.........._...._..__..._..._.._...-..-........._...............__ ...__..___._. _ _............................ -.........._..... - _._..._......_.....--__.,_..__......_.__..._...._..................._ ................._..._.._._._.....__... ...._...... _..
>141-160 781 320 1186 400 1322 480 1873 560 1740 640 - - - - -
SLAT
SLAT SPAN DEFINITION
NOTE:
fTSHALLSE'fHERESPONSIBILITYC THF:CONTRACIOROR
PERMIT HOLDER TO VERIFY TH,1T EXISTING STRUCTURE IS
DESIGNED TO SUPPORT Va AvNO Vy FORCES IN POUNDS PER
UNIT FOOT OF SHUTTER HEIGHT ATSOTIi JAMBS.
SEE.THIS SHEET FOR Yx 8.Oy VALUES,
Vy
SIDE RAIL....y—._.. Vx
Vy l,uuuuubr���
i
p„TlLLjT ,ir FLORIDA BUM" CODE (Kon high VoloGly Hur,rnne Zone)
`J,tt,;.• C�NSF`',•�f " G2JISr�ISiCA 3i �.7 U I U 4k7Np RC
F.W.
q` ' Rolling Shutter System u.,•w!,r
I 0 tlSG� Gari
-11 TCN,IC @ 111.N 4f iNG CGLA6NY EXPERT SHUTTER SERVICES INC.
,eRn in•.hLTWAIC SMUT
STA ¢ -All:N r.. (.mSn:,:.,a:f Ts_.07,
C:e,rt.. 5sae<
�'�' �LOR��P-'.�.��� elt•o.cv;,o oruwulc rw
y ,. .. M�••,Ir.lr 4t Ta-so;�o.•w t.r+l on-o roo
�r-✓ ....�'r•• Nb:YfH A I,LLIf 11
n.—
� 1'WRtir.tie.f gal0% ••-__• °MFri *of i•:
--------------
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