HomeMy WebLinkAboutProduct Approval RECEW`D APR 0 7 2016
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Product Aoproval Meru>Produ,t or Application Seardf>Aopl cation List>Application Detail
I ` € FL# FL122 8�-�
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 (Roll-up
utters
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E% 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.
.a.. Validation Checklist-Hardcopy Received
Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. NAUTILUS
ROLL CNG SHU17 R SYSTEM C.I. DRWG. 1S 071. df
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 7.002
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
FL Model,Number or Name Description
12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System
Imps of Use Installation Instructions
Approved for use in HVHZ:No FL12246 R3 II EXPERT SHUTTER SERVICES
Approved for us HZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEhI DRttJG. 15: ;
Impact Resist t:Yes 071.Ddf 1!
Design Press re:+160/-160 Verified By: Walter A.Tillit PE-44167 1
Other:State Mis wind 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 INC. NAUTILUS ROLLING SHUTTER SYP.F,R. DR_JG..
spans. 15-071.Ddf
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 WEED employer.Copvriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: efund 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 it they have one.The
emails 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:
! lA
._-.......__ _._....._. .....
GENERAL NOTES: 6,ANCHORS SOAM BE INSIAI.LYO FOLLOWING ALL OF' THE. RFC:OMMENDATIONS ANC SPECIFICATIONS OF RHE ANC.HCR'S 1644UFACTURER,
1. NAUTILUS ROLLING SHUTTER ^(STEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENI ((iT.E.LLY ILA,.,Sam 9.ANCHORS RE'OVIRED FOP. STORM BARS CONNECTIONS SHALL BE A,SPEC'FIED ON APPLIrABILF. EF.CrIONS SHOWN 014 SHEET 3.
Vr.RiF1ED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FA,2A BUJUD.1NG CODE. -3/8"0.1 1/4•GV.:;-INS MANUFACTURED BY POWER FASTENERS, INC.
NAUTILUS ROLLING SHUTTiA SYSTEM SHALL.NDT BE INSTALLED AT HIGH VROCWT HURRICANE cONFS{MIAMI-OAOE -1,14'0.3 4"SOLID-SET MANUFACTURED 8Y ALL POINT, INC.
/ER('/iARD CUVNIIES)' -3/8"P KWIK BOLT 77 MANUFACTURED BY PIIL'R. INC.
DESIGN'WIND LOADS SHALL BE-DETERMINED AS PER SECTION 160'0 OF 1110 ABOVE.MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITV(BUiLOCX, INC
FOR A BASIC WIND SPEED AS REQUIRED BY THE CE. 7-10TIFO WHERE.' i1TIONLISE SHATTERS WILL 8E'INSiN.LEU MINIMUM EDGE 0151ANCE'AND SPACING FOR.ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE.MENTIONED SHEET.
FOR A ALLDIRNOT
EXCEED
RACIER Kd MAXIMUM
(A,S.O ASCE NPR FOR MATINGS I DIC UNDER 2010 15 T EDGE DISTANCE AND EMBEOMENIS ARE BEYOND ANY FINLSH MATERIAL.
AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS H401CATFp ON SFIEFtS 15 THF,II 18 k 20 T}IRU 26' EMBEUTAF.NT
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE.DESIGN WIND LOADS DETERMINED PER ASCE 7-40 GROUT FiLLI'p OR
SHALL BE FIRST REDUCED TO AS,D. DESIGN WIND (AADS BY MULTIPLYING THEM BY 0.6 IN ORDER 10 ANCHOR SPACING 6 1DO% EDGE DISTANCE. 0 1009 CONCRETE CONCRETE. BLOCK
TO COMPARE 11LESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 14 20 -,HRU 26. 3/8"00 1/4"CALK-IN 3 3/4 4 1/2" 1 1/4' (3000 psi) NOT ALLOWED
2. IN ORDER TU VERIFY TYJQ COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRES50: 1/4:"0z3/4"SOLID-SET 3' 35- 718'(3000 psi) NOT ALLOWED
A 333 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN'THEIR ANALYSIS. FASTENERS 3/8.0 KWIK HOLT 1'Z A" 4' 2 1/2"()000 Psl) NI.1T ALLOWED
SPACINGS TO WOODHAVE BEEN DETERMINED IN ACCURpANCF WETH N.O.S. :?017. 5/16"o TAPCON XL 3 3/4" 3 1/8" 2 1/4'(2699 psi) NOT ALLOWED
NAUTILUS ROWNC SHUTTER SYSSrM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE 11AS BEEN VERIFIED [N
ACCORDANCE WITH SECTION 1809.1.2 OF THE ABOVE MENTIONED CODE Al AMERICAN'TEST LAS OF SOITTH 10,ANCHORS RE'OUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10,
FUDRIDA. REPORT# 1030.01-08 AS PER ASTM E 1996-05. E 1886-05 AND E 330 STANDARDS. OIIALimms ICA. 11, 1IA, 12, 124, 13 & 134.
INSTALLATIONS FOR WIND ZONES I, 2,3 h 4, MISSILE TYPE 0 AND ONLY APPLICABLE. 70 BASIC PROTECTION -KWIK. BOLT 12 EXPANSION ANCHOR MANUFACTURED BY HILTI,INC.
INSTALLATIONS, AS DEFINED BY SECTIONS 6.2..1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 Nc 20 -HUS••H STREW ANCHOR A[A NCHOTU MA FA TURFHILTI, INC,
FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC.
3. AIL ALUMINIUM EXTRUSIONS SHALL BE 0063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPATMG FOR ARIVF MENHONEO ANCHORS SHALL.B' AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET,
4. ALL SCREWS(EXCEPT FNL)REIENIICN SCREW C11 TO St STAINLESS STEEL.Z04 OR 316 SERIES WRH 60 ksi EDGE DISTANCE.AND EMBEOMEIRS ARE BEYOND ANY FINISH MATERAAI..
YIELD STf?ENCYN AND 90 ksi TE14SILF. STRENGTR OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN EMBEDMENT 0 100%
50016 ALL S.O.S.ARE 7EK SCREWS MANUFACTURED BY fTW BU!LDF.:X S SHALL COMPLY W/ FLORIDA BI:ILDING c GROUT FILLED OR
CODE SECTION 2411.3.3.4. ANCHOR PACING 0 1OGY. EDGE OrFANCE Ek 1009 CONCRETE CONCRETE BLOCK
3/4'P KWIK BOLT f2 27' 9" 4 3/4"(30GO psi) NOT ALLOWED
S. BOLTS TO BE ASTM A-307, GALVANIZED OR 7JSI 304 OR 316 SERIES STAINLESS STEEL.WITH 36 ksi M;NIMIJM t!2"01 KWIK BOLT TZ 27. 1/2" 7 1/2' 3 1/4'("DO PSI) NOT ALLOWED
YIELD STRENGTH, 3/8'0 KWIK BOLT TZ 6" 4 3/6" 2-(3000 PSI) NOT ALLOWED
3/8"o HUS-H SCREEN 4" 2- (3000 PSI) NOT ALLOWED
6.NAUIiLUS ROLLING SHUTTER SYSTEM BEARS U.S. PATI?AS((6,095,225 AND #7.409.960. 3/8"0 WEDOF-BOLT 4 1/2• 4 1/2' 2. I/3" (3000 PSI) NOT ALLOWED
Y. ANCHORS TO WALL FOR ASIDE RAIL.SHAL.I. DE AS FOLJ.OWS: 1/2"10 KS-41 SOB.W OR KlItIc 800 6' G' 3"(3000 PSI) NOT AI1OWF.D
5/8'1?KLS-K SLYtw OR Alm[WIT'7 1/2" 7 2 1/2"(3000 PSI) NOT ALLOWED
{A) TO EXISTING POURED CONCRETE: MIN. 3000 Ps-i COMPRESSIVE..STRENGTH. 11.THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REIMIN IN CONTINUOUS CONTACT WITH THE BUILDING
-5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW SUILAEX, INC, 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL.PROOUC TRACKS ALL.AROUND FULL LENGTH.
KWIK VOLT 3 ANCHORS-MANUFACTURED BY FBLTI, ;NC. 12. 11 SMLL 6E.THE RFSPONSIeILJ'Y OF THE CONTRACIOR'i0 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 1%;TO BE ATTACHED TO
A.1) MINIMUM EMBEDMENT INTO POURED CONGA M. .SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE.ATTACHE')TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS.
2 1/4'FOR 9/16"0 TAPCON XL ANCHORS do 2. 1/2"FOR 3/8'0 KWIK BOLT 3 ANCHORS.
NO E4.9EOMEN INTO STUCCO SHALL BE CONSIDERED A'i, PARI'OF THE RECUIRF.B EMBEDMENT. 1:1. IMS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATONS PROVIDE.)
BY THE JURISDICTION WHERE PERMIT IS APPLIED 10.
A.2) MINIh1UM EDGE DISTANCE (E.U.) INTO POURED CONCRETE SHAU. BE: 14. UfT1NC MECHANISM NOT PART OF THIS APPROVAL..
4'FOR 5/16'0 TAPCON X1. ANCHORS h 5"FOR 3/8'0 KWLK BOLT 3 ANCHORS. EDGE DISTANCE IS OEYONv
ANY FINIS i MATERAl- -
15. (a)THIS.P.E.D. PREPARED BY 1105 ENGINEER IS GENERIC AND DOTS NOT PROVIDE INFORMATION FOR A',ITE SPECIFIC PRWECr; ,.e. WHERE THE SITE
A-i) R1 CASE THAT PRECAST STONE, PRECAST CONCRETE OR RMCK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM 74E P.C.D.
THE EXISTING WALL OR FLOOR,ANCHORS.SHALL BE LONG ENOUGH TO REACH'Tiff MAIN-STRUCTURE BEHIND
SUCH PANELS. (b)CONTRACTOR TO ITE RESPONSIBLE FOR THE SELLGrION, PURCHASE AND INSTALL_ATLON INCL.UDiNG LIFE SAFETY OF THIS PRODUCT, BASCO ON THES
P.E.D. PROVIDED HE/SHE DOES NOT DrViATE FROM.THE GONDIIIONS OETNLED ON THIS OOCOMENI'.CONSTRUCT;ON SAFETY AT SITE IS SHF.
(i))TO EXISTING GROUT FILLED CELL CONCRETE EILOCK WALLo ASTM C-90 CONTRACTOR'S RESPONSIBILITY.
-5/16"a TAPCON XL ANCHORS,AS MANUFACTURED BY ITO 9UILDFX, INC. (<)THIS P,E.D.WILL BE CONSIDERED INVALID IF ALTFRCU 13Y ANY MEANS.
8.1)UNIT SH EMBEDMENT CP 5/I6"0 TAPCON XI.ANCHORS INTO THF.('TROUT FiLLEJ>CRL1 CONCRETE BLOCK (d)SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILT. BECOME THE ENGINEER OF
UNIT'SNAIL BE 2 Sf4". L F RECORD F.O.R. F
NO F.MBEOh1EM INTOO STUCCO SHALL BF.CONSIDERED AS PART OF'H'TSEOUIR_b ENBEOMENL { ) NE 711E PROJECT P.E.O.Ae1D GIN WILL.BE RESPONSIBLE TO FOR 711E PROPER USE OF 111E P.E.D, ENGINEER OF RECORD.ACTING a5
A DELEGATED ENGINEER 70 THE P. ENGINEER. SHALL SUDMR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
P..2)MINIMBLOCK
EDGE E 4".iED.(E,D.) OF E1 is B TAPCON XL.ANCHORS INTOMATERIAL.
CROL17 FILLED CELL CONCRETE (e THIS P.E.D. SHALL.BEAR THE DATE AND ORIGINAL Sall AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or
8LC1CK SFIALL BE 4". EDGE UfSTANCE 15 BEYOND ANY FINISH MWTER?At., j RECORD THAT PREPARED IT.
8.3) IN CASE THAT PRECAST'STONE, PRECAST CONCRETE OR BRICK PANES,VENEER OR PAVERS BC FOUND ON
THE EXISTING.WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH'TO REACH THE MAIN STRUCI'URC BCHINO 16, PRODUCT MANUFACTURER'S LABELSHALL SE LOCATED ON A READILY VISIBLE LOCATION A7 PRODUCT W ACCORDANCE WRN SECTION 1710.8.3 OF
SUCH PANELS. FIARIDA BUPOING CODE, 014E LABEL SHALL BE PLACED FOR EVERY OPENING. LA6r11NG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE
(0)TOUTXIS IN PW7Op2 FRAME
BLU0A6 MUSPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-PTR-SOUTH(G-0,46)OR ,'`ti`.. SNALL ONLY&E USED 70
W/V �� lr, IN THE S7A7E OF FIOM A
�,•i --- FLORIDA BUILDING CODE (Non H1gh Voloe;ty Hcincome 245"a)
-3/16-0 TAPCLIN Y.t.ANCHORS.AS MANIUFACTURED BY ITL&' BUILUEX•, INC. �' >♦•\r S�. Z C 7:115 Tn::e'c.(:PN,; cus[R 61.
C,1) MINIMUM EMBEDMENT Of TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL..2E.. 2 1/4'PHYTCAL f • ,1 ♦q ': /z /---'---"•-'•• * Nautilus
:W.REAGFD PENFIRATION. _ ..._--..t-')aj...'PA-L.U.Z.�;. % Rolling Shutter System
NO EMBEDMENT INTO FIMSH MATERTAI.SHALL BE.CONSIDERED AS PART OF THC.RCOUIRED F.A19EOVEhi1'. �� ��® hoc. - o•tc
EXPERT SHUTTER SERVICES LNC,
C,2j MININUM EDGE DISTANCE (E.O.) OF 7APCON ANCHORS, INTO WOOD SHALL 9E 2 1/4'.EDGE D:SfANCE IS § k '- ntuT?CS'NNG&i:NCINE'fNMO cor4Pn.r "•'-
BEYOND ANY FINISH MATERIAL ":• ' .9; �„� .>a.m:•r.+tom-+'�'+„A r 1626 Sw.SU90RE STREET 15-f)' 1
0 �[ �� n 'i•.liltxeGaui con. POST ST.t(I;r.71. J4964
C-1 W CASE THAT PRECAST STONE, PRECAST CONCRETE: OR BRICK PAIIELS,VENEELaic;
VENEER OR PAVERS BE FOUND ON �•'LV AI��' mI -_- ORAWINO''No
i � ["ax,c: 109-a:als.ra trrr;uv+...asau
THE EXISTING Y•'AL.L CR fi:JCiR•ANCHORS SHALL BE LONG FNOt:GPI I'0 RFACY. iMc I,/NN 5T1'rUC7URc.BEHIND •�i-'� -1`'�- wn,rca A t:t;rt.:r e• ay.•• un•t<. r.*r n.+,
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BUILD-OUT TUBE
VJ.BUS
c
cA1_1
SIDE RAIL BUILD-OUT TUBE 111h� BUILD-OUT TUBE
M346".01INUM &X,1T6ALVMINV.M ALLOY
fl.iCa;tGAIUIII. MXMY !AX sc.Lc M-1,
*kAYST RE REVIEWED 8Y SAL911.1k
...................
MANUFAMURIER TO ALLOW'MR A MRIMUM ......................
m0fic,*MEARAME BETIAXEN SCREW HEAD AND
C&ffY WAU.AT NON WJRR?=IE POSM04S.
BUILD-OUT TUBE
5ME'M-.I'
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cARKN It Evil.
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......................loco'.......................... @ STORM BAR
3170 HILTI.INC.KWIK BOLT 3 ANCHOR
TRAPPEDANGLE 4x6 MULLION 08 MULLION 07 MULLION cARTICIN STEEL SCALE'W�
"1,16ALIAINU TIL smt ler.-i,
V _*..... y FLORIDA BUILDING CODE (No- High Ve)..ity klefi;;01)0 Zone)
1,20,S 71MO INC, tRAWN M:
Nautilus KAL
Rolling Shutter System
11LIE C 0mc. z
ULUT TESTING LNQiNCERItAG CO PANT EXPERT SHUTTER SERVICES INC.
SIMa. i,626 SIR,(ILMORC SIRM 15-•d)7,
P. ST.I.L
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FLORVO�'.'*'-O -o."..0,11)M
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7,
ILWMA Lk. .1c,
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'^ 14 -•
21 A06
la •/ / / 1 SIDE/END CAP
'B 2 HOUSING(BACK&TOP).040 THICK
le „as 3 HOUSING(FRONT&BOTTOM).040 THICK
• �'� °�• 4 SPRING BRACKET
'�� 5 SPRING ASSEMBLY
4- /�' �' ''•r 6 60 MM OCTAGONAL AXLE
7 SIDE RAIL(MAIN SECTION)
•s' `� 8 SIDE RAIL(COVER SECTION)
•,,• I
17' -���• ® 9 ALUMINUM STARTER SLAT
'✓ 10 ALUMINUM SLATS 1-10
11 ALUMINUM BASE SLAT
12 TUBULAR MOTOR
13 MOTOR BRACKET
/��� � ' 14 SPRING,15 HOUSING(ACK &OBRACKET
BOLTS
P)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
22 GEAR-PLASTIC OR ZAMAC CASING
23 UNIVERSAL WITH DRIVE SHAFT
/ 24 60MM OCTAGONAL IDLER END
S ��/ �' /�� 25 IDLER BRACKET WITH BEARING
BOX & END CAP ASSEMBLY COMPONENTS
•p'' 10
45:1": �/. �t,f1lt,Nrrr/ RADA SUIVINO CODE (Hon Will, Velocity Horricene ,Zone)
�•' p w Nautilus
_ ,ry Ju. Rolling Shutter System ixac
r"�+'` �•'�> E C DATE c
_ Y EXPERT SHUTTER SERVICES INC.
ry YILJT TESTING 8 PN4WEE?UHO COMPANY
PORT SL LIK:iE, 1 07,
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StATS SLATS
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STORM BAIT SPA--,1140// ,
--l- ..............................
(srx st;f's
Y/6 & Y/7
�V/q V/9 & V7
............ .............. AT SPANSniEDVIIS ON SHUTS 5 3,20)'----'
0- SLAT
TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS ................. "(EC wMllutr ON SMELT I5)-^-...._............._.._....................._.._,
NOTE: SCE SHEETS 2 FOR COMPOND,17S TYPICAL SINGLE UNIT ELEVATION W/ STORM OARS
NOT: SEE SHEETS 2 & 3 r-.)R COMPONENTS NOMEINCLATW,T.
NTS
—5LA1 N A SHUTTER HEIG
CASE D TTt.'R H(IGNT EQUAL OR LEW THAN APPOCAALE 10 INSTALLATIONS IV10
r1m CIAR.i.W/ STORM. BARS OR W1 !STORM MRS&MULLION"W/WEIOT41S UP
TO ll*-()'.
(<I)CURTAIN SHALL STAR! W/JI SLATS AT TOP,FOLIOWED By#2,#3, -- IHERFAY'ff.R.ALL
THE
WAY GOWN.EACII SLAT V SHALL CC-NiIST OF MIN.nW(F.) OF THAT SLAT"
NUMBER. PTIC(XI)LIPE FOR AGOING SLATS OOWNWArD BELOW#1 SLAT SHALL BE
CONTINUED UNTIL TOTAi. SHUTTER HrJGHT IS 1XIMPLETED..OUAtffny Or FINAL SIA1 NUUSER
0,151ALLED LFOR 60-101A SIAT@MAY VARY WITH SHUYIER'St 14EIG111.
SOnOTA Stfix(§NtIS'T,13E
ALWAY'S INMIALLM
CM 2; SKITYER LARGER.TiVN I I'-Op'APPLICABLE W INSTA11AT"01,15 WlO STORM .-W411111141".. FLORIDA OULD114G CODE(Non High V.T1Txc;Iy HUrritone Zone)
OARS Am!)w/OR WA) m13L1.10NIS W/110GHTS URfXA IIIAN W—C)" -1% -
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CURTA24 157 M.T.S,YRT'ell#I SLATS 41 TCP,IOLLOWED BY P. 0.1. AL1. * Nautilus
CITN5151 Or MIN FAI 5)SI-AIS Of PIAT '�W Rolling Shutter System
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SLAT5 15T 8r.USED 10 COMPLEX 'ft 1626 S1'.011TWORC STREET 15-11 11 1
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WALL VZOUPED.
7000NS XL.W/ ALUM.ANGLE
FLOMCEILING I TRAPPED MOUNTING
ALL
BUILD-OUT MOUNTING
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FLORIDA BUILDING CODE(Non Wgh Vllocity Ur6cane Z.,le)
INSTALLATION DETAILS 0 N EXISTING POURED ......... Nautilus
w Rolling Shutter System
Col IN TE OR GROUT FILLED CELL CONCRETE 11LIECO
EXPERT
/,S—. 'lull TESIM0 ENGINMING CO—ANY SHUTTER SERVICES INC.
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It, I SECTION V STORM BARS
FLUSH MOUNT (WALL) TRAPPED MOUNT BUILD—OUT MOUNT SECTION P-P (PLAN)
BUILD—OUT MOUNT
SECTIONS 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
WAL
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SECTION Q'-0' (PLAN)
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ORIENTATION I
OR I/v*!;LI1 O� I;i Sul, "IR i/d,SLIT R 1,18,su� OR /a-sup OR 1/0. WALL MOUNT END
SECTION Q-Q (PLAN) ACTION Q-Q (PLAN) SECTION R-R SECTION R'-R' (PLAN)
ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION
#2
WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION
INSTALLATION DETAILS INTO MULLIONS G.G1,G2
C;' S.P CR Yf":SLIP
7 (2) 2'.4" OR
(2) 2" NEE.- ',HE".T 2,D),
ALTU�NATIVELY 1'r;0
2.N STUDS LJ
(SEC skim- W) (Srx- 1/2' 1/4"0 2 0 x 3,/4 S.1). M.'s
t
SvIFT W NUIF MAY BE USED SECTION 01-01 (PW)
- T-11S CONNECTiON
f FIf i ORIENTATION #2
................ CR
W-4. i 2,
10 D-
WALL MOUNT END & INTERIOR MULLION
.... ..........
R V
FI.OMDA BUILDING CODE. (Non High Vvlacily HuricOno Z—)
W, 1 6'SUP '15 1.LqrM 19C.
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autilus
FLUSH MOUNT (WALL) BUILD—OUI MOUNT 40.44167 ......
/Ir Rolling Shutter System
I LIE C 0 INC, EXPERT
S� 017 47 TESTING &ENG: UP140 COWANY
�kiZvi Sk SUMORr.STREE7
SECTIONS 0'-0' (PLAN) SHUTTER SERVICES INC.
DRAWING
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS MV No
I
0•Ws'
TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES
STEP 1:OBTAIN JOB S)TE'S A.S.D.DESIGN PRESSURE RATING(p,s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT WIO STORM BARS
SPAN!r(A)TO PRO'T'ECT IT(SEE GENERAL NOTE#2.SHEET 1).
I.MINIMUM SEPARATION TO CLASS FOR SLATS IF MULLIONS ARE USED BUT'Al/O STORM BARS SHALL
STEP 2.:ENTER TO CHARTS (Ia. lb & Ib') rHRU IC ON SHEET 15 TO DETERMINE.BASED ON AN IrZ' BE BASED ON CHART To ONSHEET 15. IT SHALL BE MEASURED FROM BACK
SLAT SLIP(in),ANCHOR*TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.f);THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN"L"It-
2.ENTER SCHEDULES Ia THRU 2c ON SHEETS 24.25 9 20 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT'CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8-OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN a lb MLJLLION TYPE&
• ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION.
3.SEE SHEETS 10,10A,11,1 IA,12,12A.13 8 13A FOR REQUIRED MULLION CONNECTION DETAILS AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO
FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR AGIVEN MULLION TYPE(4
Ljx,x:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE c:IF BOTH STORM BARS&MULLIONS ARE USED
USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING.
I.MINIMUM SEPARATION TO GLASS FOR SLATS IF 807H STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART to.PROVIDES SEPARATION SHALL BE BASED ON CHART to,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS To
'10 GLASS FOR PRODUCTS W10 OR Wt STORM BARS(SEE STEP 4). GLASS.
STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOP 2.ENTER TABLE 1 ON SHEET 22 Wl A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS Ia MAXIMUM STORM BAR SPAN(I[EIGHT).
THRU IS-ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING
TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
(INCITES ON CENTER-,).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNEC710M TO CONCRETE TOP
&BOTTOM.OPTIONS PROVIDE ANCI IOR 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 8 D)OR REMOVABLE(ANCHORS B&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 Ia THRU 2r ON SHEETS 24.25&26 W/A.S.D.DESIGN PRESSURE RATING
1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,iT,8-OR T),AND DETERMINE MAXIMUM MULLION SPAN
CHART to.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF'SLATS TO GLASS. (HEIGHT)Wl ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(d-.Z) 1!j'� &0,)
MULLION TYPE 9 MULLION ORIENTATION.
2.ENTER TABLE I ON SHEET 22.W(A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE
MAXIMUM 5.SEE SHEETS 10,1 OA,11,11A,12,12A,13&13A FOR MULLION CONNECTI ON DETAILS AT TOP 8
ALLOWABLE STORM BAR SPAN(HEIGHT), BOTTOM FOR FLOOR TO CEILING ffAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
FOR A GIVEN MULLION TYPE �,G`j,62
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 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 0 9 C)
INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
STORM BAR SPACING. WOOD FRAME STRUCTURES.
FLORJDA SUILLY G CODE(Nor,Nigh Val� urricove Zone).
Nautilus
R*11tirig Shutter System
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.................
SLAT PERFORMANCE CHARTS la, Ib, lb' & IC: (ONLY VALID FOR 1/2"SLIP)
FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f.PRODUCT P.40UNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wt OR W;0
CHART ISA T- CHART Ib CHART Ib' CHART IC
USE MAXIMUM VALUE 8£TWEEN POS I E AND NEGATIVE A.S.Q.LOW
USE MXINUM POSITIVE A.S.D.LOAD VALUE
3/8"0 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR
POURED CONCRETE TO POURED CONCRETETO OR='r FILLED CELL CONCRETE BLOCK
MAX. MAX. SLAT SPAN MIO(. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS
A.SO• "L NAJ(' (F'Tj °LwAx., (FT) "LMAX.- (r7) MEASURED TO BACK OF SLAT (in)
DESIGN
RESSURI wul. TRAPPED BUILD-our gDAD-DUr•„ w,w. 7ta7PED Duke-Dirt 9"-Opr WILL IWPED MoAtout D!xitD-D(rt ., W/O STORM BARS W/STORM BARS
RATING IRT 1J(�UNT wc�/ ItOUM W/(E� MWNr MOUNT QuNr uouNr w/C� upuNr NouNr µWM uDUNr w/(E-)
(P51) 5tX xoTEs 4 SEE t+DtEs* ) SEX NOTES# sFE N01E5# srE Rntcs Z, SE NOES* SEE��* SEE NDTFs* ��# tF.q •�7�#. WIND ZONESWIND OZONE !N ZINE vANO,ZONF.
30.0 ?A"...0"..... .....iS__."..._._..._20_-G*.....-.20':--0.�_._.......2. Q.�._.... ._.15. �.�........ ..._20•.'::�_....._....._�8-•Q'__....__20�::U__......._15�:::. �.. . ..��'8�.'.`��...........15�:'6� ...........�-�............._141.�2�._....__E. %.
35.0 20'-0` ....._�.5.:"3_..........._20.'0` _ 18-�'.............._2U'-o"__ Ari--U' ig'_p• 16•_s° pp•...a' 1s-0" tfr'-3` li'-C" 14 1J?" G" ?"
_....._- .. -...._..... ......._- ..... .......---... .........._ .........._ ...... ........ ........_......_......._...... ......_.._. ......�.............._.._...... ..... 1....,
40.0 20'-0" IT-2 70'-7" Ili'-6" 20'-0" 14--5" 17'-4" 14'--10° 16'•1" 74'-S" 74'-10" 12'-9" 1" 14 1/2" 6• 7"
..............-........._..__.._.__..._.............._...............__._.._._.....__......_.........._..___.. _....__..-_..._.._ .. ___ ............_ _ ____ _..__ ...... - _ _ _ __ .. - - _
45.0 2U'--U" ' ...... 0" 79.... 2U'-i:" 14'...7.• I6'-0'" 13'--9• 1.. 1M1'....7•. 13'-g ..-.17•-.0' td I/2" G" 7-
90.0 20'...p^ 74•....70.. {g'...y" Iry•...p.• Ip•.... 1''-1 ......_.13�_'IQ..._._-�7__IO• t...2^ 1y...q^ Ip•....g. 11,_0. 1.. 14 tf2"
20'-0' 74'_g^ t.5'--A` 13, a" 12"-4" 13'•-11' i2'-t' tw-a' 1%-.. 12.-0' 10.-6. t" 14 t/2' 6' ...7•..
60A 19'-5' t3'-.9" 74'••U' 1?-7" 16-9" I1--8' 13'-2" 11'•-5" 1M1'-?" t l'-A" 11'-•f' IU'.._0` t- 79 '1/2` 6` 7"
......_................................................_._.......--'--'-....._..........._......__....... ........_.....-_. _.._..._..__.........__..___._.__....................__._......__......__......,. .................._..._.._..__-......_..._ _...... .. _ ....- - - ._
Ig'-4" 12•...71' 1:S'--11" I1'-I1' �' I1'-C' 12'--5" 10'•-11. 13'-4- 11....... tp'._IO' 9'._G" 1' 74' C` --
70.0 1T.-4' ......... ...................._......_.._._.-....__..................- - - - . --- - . - --- . ... .. . --
75.0 1G'--6" It'-7` t2'-•7" 10'...t0` IU'•..U" 71'-4" 12'-0" 10'-U" 9'-10" -10' t' (3 7/?" 5" 7"
...._................................................._.._......._..._---..___............__._._............._. - - _ - - - - -- -- -- - .. -- '
80.0 9' I:•'-0" t2'..p• 1 ............_.._._._......_._ .._._._...._-__ .__ ._ _ _. ._.
'--0' t31U'-S" 9'-3' 11'-2' 0'-3" 9••-0" i?-
9'-3" .. ...__............,.. ........... _....2,_._...._......................_._....
60,0 t4' 2` lU'-t" it'..-•l." 9'-A" 1T u` A'-1fi" 10'-I" 8•.-71" 10'-......... ... . ...1-..............._.......__.-__._..,..._.__.._
99-0 13'...j g`._g• 10'_q•' R.-4. 1Z'--0•, A'_,y° g'....9" A'-7" tU'-4" 0'-.rt" g•...G• q'...g„ ;• 12 1/2" 6" 7_
100.0 1Y_g g.",•7.. 10._6. 67_..7' 1)'_g 8•_4^ gt.•S" 6'-4` 10'-0" 8'-<` 8'-3" 7'-6" t^ 1•Z" A' 7-
...
................_,..........__._..,...__.............._.._...._...... -_ --- - - - - .. .- -- --
f05.D 1T.'-2" 9'-(1 10-t R'•-9" tt'-;5" 6'•... g'-2` g'_..2•' 9'-•A" :.. 0" A'-C" 7"-4" 1' 11 7%Z' 0' %"
110.0
it-i s'-d" 9'-9 tl-G 7U'-tI" %'•-1U" A'-10' T-t1" g'-3° -10' T-g" Y-T." 1.. 11 1/2" G" 7"
119,E f1'._i" A' S" g'"•6" A'-4" 10'._.j" 7'-8' R'-8" T-A" 9'-0" -S'• 6" T-0" 7" it 1/7" 6" T .
120.0 fU..._A" g'...i" g'-�" g•_, ;p'.._3.. ..._5.. g._." 7,_G.. g•_ft" T_r %'-9" G'-t0` 6. .7^
..... .... ............. __.._........ ......_.. -... . ....._.__--,.. .._ ............. _...... ... ...... _ ...... __ .. _ .. _ _.. .. .... __ ..
125.0 lU".'2" 7 9" 9'-0" T-t1" If.-(1" T.•Z" g'-2" 7'-4- 8'-4" -Z" T-1' 5'-8•. 1' 11 6^ 7"
-. ....._ .. ._...____....._-._.....-.__._.._._.,.....__.......... _._. _ .. .. _ _
..-... ._r ._». .... .. __ .-..
130.0 9'-10' T-I" A'-O" T-.0 _ T-2" 6'-6
_ 1.3._5•.D.....___.9_.-•5."... ..__T...-7° " " 10 1!?- G"
........ .
7-1C` T-1 8 ' ...... b"
- 7-0- r.- 1 10 112-
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..........._...--._."..._.._.__.__. ..__._.. _...........
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-
14a,0
111135640909....0000 AA'''•---U63tb''" 0'--• ' '---'241"°' ---5" STT_-.8"" C'•_- AT•-0."•' ..... 6'-_-.!p' _....... ....tt.^".._......1.0.t1p0.1./'•2.."_..._......6G6g..""�................
j7"
.... . .... p 11-1 y _ tpRtl'_ 7'• _ .... ......... ...._
U 70 - 2 .. - 7"
7'-8" 6-10" 1 A-p• 7^'
* N
,, ABOVE. INDICATED MAX, SIAT SPANS MAY RE USED AS LONG AS
ANCHOR SPACING SCHEDULES ON SHEETS 17 !4 IF INDICATE THAI
_.AN.AtNCriCR...SPAClIJG !S.AVAILABLE.FOR_?!EE CORRESPONDING.SLAT. _.-.. _. __ _ ..-.._..- ..... __ .__ _.N\`,a5155t 1 pt4,rr/---*_ ...-_...--
_...._..-. .._......_ -.._..._.-- - - ._
It 1/IN
tiPAN AND A.S,D. DESIGN PRESSURE RATING. �(,�`�' !��/P ryROWL'.A BUI!OIN:, .,ODE (Nor, High Velocity llur•it.Gne Zacn) '
2. RECUIRES SIDE RAILS FASTENED TO EXISTING, SiIRVCT'JRE WITH Nautilus DRJyO'uT:
`may G
3/8"0 KNIK 60LT 3 ANCHOR OR 5/1 15"o TAPCON XL ANCHOR, INTOa R'
.+ r' E
POURED '.:OMCRI?E OR GROUT ..l.Ls:!) CELL CON.R 7E EILoc:K, DR 3 No.44167 r - Rolling Shutter System
..ti
YQ
W!-+'H 1/4"0 TEri SCREWS AT N.ULUONS C014NEC7TtON.VALID FOR .:�"•-'•� ... Y::°.:•J.r; tl �� tt4t. "' aryrr
;vnu ti!DUIIreD, Taa-at~D ra:)urr•=!I Ardl; Bul cuT Ir';n-TED. - EXPERT SHUTTER SERVICES INC. ----
.-�. •-..` .' nLL!r T'S1tNG 6'ilNG:N"RING GG1f„nN•(
' ^� w..w Q11 iV fi"T5f K. TICET
STAT- .::w:::, °.fit r°. ,. N s 15--071
%VXIMUM StAi SPApL, FOR INTERMEDIATE L(MOS MAY BE
^�' '•� 4 k' •+ rvi+,. •=n.•°..me tw•-:zt':' .art, _•+9»n
.;. OHlW,lx.1b
v L�!`i 'li: n:: �i lo�• +-•' :ifiS�))N-S'A56.IFf•(TT,.i Ey!-a0}�
'ETERtdINED 8�' F.AR !NTERF A7�90rJ TtYE.T.4 F.^11; VALi:FS : cD-onDe;'v
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_._N._.........._..........._..-
MAX.ANCHOR'S SPACING SCHEDULE Va
FOR A GIVEN PRODUCT MOUNTING TYPE W1318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t
WALL MOUNT
L SIGN A.S.D. S SPAN RANGE
PRESSURE
PAnnG 0'-4't > 4'-5't > 5'-6.1 1 > 6'-•7't > 7'-9'1 > W-12't > 12'-16't > 15'--20't
30.0 ��. g. 9. 9.. ."_..�_.. 1»
-.......:._......................._.._......__ ...... ..,.......,.. . ... ...._........._.............-..._.-.__._.._ ........._............_._............_.._...._.._........._......._......._.. -. ...... ....- '--
W.
........_....._.._... ..._....,.................-................................_......_................._,._...... _.................................._,......,..............._._.._._.....__............................ _...._ ..., _ ...
9 S. 9 9 4 7"... 5 .`• 8 ..
.. .. .. .. ...... .. _
9 .� 5 5/8" 5 5/8 _St.AT " t NOTE:
>6t ) t ._.,g......_. 1" �..... a 9 t t Jl" 5/8'' I MAX. SLAT SPAN OR
..............._ ..................._....... ,. -. .. _...._..._._..... ...._.. _.... ......._ GIVEN A.
SPAIN
>t06-120 g» 9. 9" 9"....._ B" 6' - -• - PRESSURE RATING IGSHALL
......._................._...,...........................................................................................................:................_..._......._._......
>;2t-aao 9" 9" 9" .. ....__._.8,..___ 7, 6" _. _ 1� EXCEED MAX. SLAT
tq) teC g' 9" 9 7" _..�....,__._ _..._..........« SPAN INDICATED ON SLAT
SLAT SPAN DEFINITION PERFORMANCE CHART ON
TRAPPED MOUNT SHEET 15•
DES". • SLAT SPAN RANGE
PRESSURE
RA1NG 0'-4't > 4'-5't > 5'-6'T > 6'-7't > 7'--9't > 9'-12•t > 12'-16'1 > 16'-20't
CE(P.D.
," y.. 9., y..
..............___...... _.__.... __.,.............._............_...-.___................._........-...._..__............._.....,....................................._.._....._......____....._................._......._....._.........-----.-..... ........_
Jh...-0 9" 9.. 9» g» 9.1 1. g..
.__...-_............._......._.......__.._......._ ,.._._........_.._.....-._ ._.....__._..._-'-_...... ...._..._._.....__..._......_........_......_._......__._..__......._._..............._..._._...._.. .._-_.,-.....
'>41--60 9" 9" 9" 9" 9" 9" 7 1/2"
......................_...._..._.........................................._................................ ... ..__.............._..............-..._.._y_......_.._ _._.,..__......--_.__....._......_..,...... .............I..........--
>6t-e0 9" 9" 9" 9" 8" -
_._._._........_.._......__,..._...._._-.--__.__..._._._....__.._..___........---.._.__.__......---'--..._...._...-._....._._._......__.........__._....._._ ...._.__......._... ..__-_......._._..
>A:-105 g• �3. �.. y,. 6•• ... ... -'
-106-1.0 9" 9 9" $ I/z" S.
.....................................,_ ._..
............ r............................................_......................................................................._._.... ..,..........,.................._...... ........._...........
._......._................._......_._....
........__. ._c......._...__ ._._.._....._.....__._.__...._........,......_......____.............................._............_............._........._-.-`....._.................._.._._....
BUILD-OUT MOUNT
W.A.S.D. SLAT SPAN RANGE
DESIGN
PRESSURE (Y-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't _ > 12'-16''1' > 16'-20't
RATING
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♦ }>,.Irj FLORIDA BUILOUVG CODE(Non TGg!t VODcRy liurncone'Lone)
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....._.__._.y.:......_,... _.,_ .` l�• EXPERT SHUTTER SERVICES INC. -
` �..� /'� — 71LI.A TESrING 8 ENGINEERING COMPANY
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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 BUILDINGS
(USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
MAXIMUM SPAN RANGE
A.S.D.
DESIGN
PRESSURE 0'-4' > 4'--5' > 5'-6' > 6L-r
_�,) > 7'-9' > 9'-12' > 12'-16' > 16'-20'
RATING ---
Vx VX Vx Vy vx vx vx Vy vX Vy Vx
VY VY VY VY VY
30.0 10 60 10 75 165 90 238 105 421 35 594 180 999 240 1390 300
....................... ............- ..........I--�........ I--......... 11................. ...............-..--- ............. ....................- ......................................................................... .................................... ............ I...........
>31-40 10 80 10 100 386 120 --4-4.CL- 398 180 823 240 1328 320 1823 4.00
............................. .................................... .-.-............................. ...... .......
501?
120 290 150 794 18 2 10 582
6 708 270 1266 360 1962 480 2-53
1U 160 616 200 767 240jv) 1007 360 1695 480 2422 600 2547 596
.......................................---------- ................ ............... .......... ................. ................
>81 105 123 210 550 263 711 315 i 4'2 368 1 9 591 2492 638
372 473 200
.......................... ........................................................ ....... ............................. ......................................... .................. ...............
>i06-120 '313 240 728 - 360 1345 420 1587 540 2*112 640
3"0 8,
........................ ............... ....................... ................... ..............-1-1--...,........... ............
552 350 1003 420 1612 490 18 Z
>12 --14.0
................
160 78i 320 ['1186 400 1322 480 18'
L
SLAT.......
SPAN
NOIE: RE-
SLATT SPAN DEFINITION
FT SHALL BE THE RESPONSIBILITY Or THE CONTRACIOROR
PERMIT HOLDER TO VERIFY THAT EYISTING STRUCTURE IS
DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER
UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS
SEF.THISSHEET FOR VA&Vy VALUES.
Vy
SIDE RAIL V
I
.......vy...... .... ..
7 ILL
----F-
LORIDA BUILDING CODE(Non IfIgh Valoe-V Zone)
24
t EN se
\� *Nautilus
Ar"' w
Rolling Shutter Sys
tem
IIATC
ME SX.&L700K"WEI
mErfilmr Coup— EXPERT SHUTTER SERVICES
91.07 TESTiNG &EW;
SIN KW 13. t.
m-c*.r.. 30"
U-0329 NN;WINc Na
N
55
..........