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Business/ ` � -
Professional ;A=Product product Approval
a-� USER:Public User
Regulation
Fnabtrt nutb�WlS_2^.Y>Product r,r Anpikatinn Snuch>>nnUcwtior,fist>Application Detail
FL C FL12246-R3
Application Type Re
Code Version 2014
Application Status rov
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/Small 1626 SW Biltmore St
Port St Lucie,FL 34984
(772)671.1915 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 hutte
Subcategory oil-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
It Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E.
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.
Validation Checklist-Hardcopy Received
Certificate or Independence rLU,2246 RS COL x E�R „ 1yr1FR SERVI��, ,3C1C. NAtrIIi tl'..g t 4irvG SiIUTrEf;
5YTHA C.1 DPWr,
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015
Florida Building Code Online Page 2 of 2
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
2246. INautifus Rolling Shutter System Nautilus Rolling Shutter System
1 L m of use Installation Instructions
prov
Aped for use in HVHZ:No F1122a6 93 it EXPERT 4HifriLH 5EpyICES.Ir<._ 7 E] RD:LING I
Approved for use outside HVHZt Yes -,HQfTEP SYSfENI DRWG-15.071-ndf
Impact Resistant:Yes Verified By:Walter A.Tdlit PE-44167 i
Design Pressure:+160/-160 Created by Independent Third Party:Yes t(
Other:State Missile Level'D'hind zones 1,2,3 and 4(basic protection Evaluation Reports
only),pressure rating:+30,-30 P-5.1',at 20'-0'span and+160, F,t-160 21IF,�(,t3 AE EXPERT 51 IUTTFli SERVINC. NAU1it U-S
ps.f.at 8'-0"span with 1/2'slip.See sheets 15,16 and 20 for additional Rf;t1.1NG SNUt7ER SYSTE'4 p..F.f+. DRWG,15-07:.rhlf
pressures and spans. Created bX independent Third Party:Yes '
Contact us::194tl North tApyme Streci.TattM,gssee R 37349 Phone:050.4117.1874
The State of Florida is an AA/EEO employer.Copyright 20Q7.70t3 Stile of Florida.::Privacy Statement 11 Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mad address released in response to a public-records r+quest,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
emalis provided may be used for official communication with the licensee.However email addresses am public record.It 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 area licensee under Clrtpter 455,F.S.,please
click here.
Product Approval Accepts:
le— t'Ctr,1 im
Sccblitvmi iuICS'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGFVXQwtDgvzRNLe5g4OV... 8/20/2015
GENERAL NOM.: S.ml-q-ORS SHAW BE iNSIALLED fCLICWINl,ALL Of Tf�l RECOMPENDATIV4 AND S*ECIFICAUDAIS OF THE UA'4UFAC7URzR.
9,WCHORS REOU'Alm FOR STCRM EARS CONNECTIONS SIALL BE AS S-CCIFIED ON AFF'L.CA9LE SECTIONS$40ON C4$4M 9.
KALITILDS ROLLIRC SHUTTER SYSTEMSHOWN ON THIS PRODUCT LVALM'04 DDCUUWIEz')HAS BEEN
VERFIED FOR III ACCORDANCE Wllfi THC 2014(!Ah Miu)Of 7HE ILIDAEVOCINC-CODE. -3/8*ext 1/4'CALK-04 MANUFACTURED BY POWER FASTENERS.INC.
RAUJI ROW.W SHUTTER SvSr-U SHALL W- BE INSTALLED AT W,-.9 VnOOTY HLIRRCANE ZONES(WAMI-OADSE -SOLID-SET MANIUFACTURED BY ALL POINT.INC.
/BROWARD COUNTIES), KWIII.001.1 77 MANUFACTURED BY HITT.INC,
DESIGN%IND LOADS SHALL RE DETERMINED AS PCR SEC*10q I COD CIF THE ABOVE MENTIONED CODE. -5/16-g TAKom UkNurmtmw BY(Qv BUILDEX.INC
FGR A WIC WIND SPEED As REOURED BY THE JURISDICTION WHERE THESE SHUTTERS 6ILL BE INSTALLED MINIMUM EDGE CIS-WiCt AND SP41NU FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BFICji OR AT AWA MENTIONED SI
FOR A DRECTION&ITYFACIDR-cc.CX5,USlVD ASCC 7-10 FOR IN-STAUATONS UNDER 2010 FIIC EDGE DISTANCE AND EMULIVIAERIS ARE BEYOND ANY FINISH MATERIAL..
AND SHALL NOT EXCEED THE MAXIMUM (ASLO.)OF SW4 PRESSURE RA111,,S MINTED On ShCErS*lmRU 19&2D IWJ 26 EMBEDMENT
IN CRD-R TO%TTWY THE ABOVE CONOrtiou.ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 7-10 GROUT FILLED OR
SW.LL BE FIRST REDLtC:0 TO;LID. DESION WIND LOADS BY MUI.71PLYING THEM By 0.6 IN ORDER TO ANCHOR SpArANG 0 Tooz EDGE DISTANCE 0 TOM CONCRETE CONCRETE BLOCK
70,COVYARE THESE W/VAX,(A.SO)DESIGN PRESSURES RATINGS INDICATED CN SHEETS 15 THRZ 18 h 20 THINU 26. 314ro.1 1/4'CAV-IN 3 SIA- 4 1/2' l,4*(3000 pa) NUT ALLOWED
:1.*0.314"SOLO-SET 3* 7/a,(3000 P-') NOT,ALLOWED
2, IT;ORDER TO vmry THAT compoNEws AND Am:"ORSS ON THIS P.E.O.AS TESTED WERE NOT l'WR SRIESSt 0WOO P.")
A 3!r D�- E�h ALL90811 STRESS FOR WIND LOADS WAS USED P4 THEIR ANA'-Y7,lS,FAMNERS eo Anou Ral Tz v 1/2' .40T ALLOWED
SRACtItGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE JIFILDS,2012.`B 5/16-c TARCON XL 3)/A- 3 '/8' 2 1/4'(2e99 Psi) NOT ALLOWED
NAUTILUS IRCLLNG SHUTTER STSTEWS ADI FOR IMPACT AND CYCLIC QIEStSTANCIC HAS VXN VERIFIED 1.4
ACCORDANCE WITH SECTION 16115,12 OF IWE ABOVE MENTIONED CODE AS AMERICAN TEST LAD OF SOM 0.ANCHORS RECOPIED FOR MULLION CONNECTIONS SHALL BE AS SPEQnEO ON APPLICABLE SECTIONS SHOW"013 SHEETS 19,
FLORIDA.REPORT R 10k 11, IIA. 12, 17A, 1.1& I.T4,
rj 1030.D1-OB AS MR��.V E 1996-05,E HN16-05 AND E 33D StAhDA US.CUAI)rflN-
INSTALLATIONS WIND ZONES 1,2,3 X 4. DIBBLE TYPE D AND ONLY APPLICABLE TO GAI PRa*ECno4 -KW.K BOLT TZ EXPANSOIJ ANCHOR MANUFACTURED BY HEM.INC.
iWALLAMNS.AS rrf)NED By SECTIONS 6.2.1.1.0,2.1.2 AND U OF ASTU C 1996 SEE SHEETS 19&1?C -HUS-il SCREW ANCHOR LIANUFACITURED BY WiK INC.
FOR ADDU TONAL LUrATIONS, -WECCE-SI ANCHOR LWILIFACILIRED BY POWER FASTENERS,WC,
3. ALL ALUMKW EXTRUSIONS$HALL BE 6063-TB ALLOY(LINIX'SS OTHERWISE NOTED).SEE SHEET T. MINIMUM EWE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ASM IJENTTOIIE0 SHE-.
4.ALL SCREWS XXCERT� END RVE74FION SCREW }}} 0 EE STAINLESS STEEL 304 09 316 SERIES WON 50 kti EDGE DISTANCE AND ELeEDAI ARE MOND ANY I'INIS4 VATERIA-',
STRENGTH AND so kr�TENSILE STRENGTH DR ICCRAO54ON RESISTANT COATED CARBON!,-,M AS PER DIN EVI 0 TO=
GROW FILLED OR
!iOD18.ALL S,OI ARE TEr SCREWS MANUFACTURED BY ITW BUIDEX& SHALL cowp.y wl rLGAYGA ecI ANCHOR SPAZO4 a TO01- EDIE DISTANCE 0 1100%. CONC-RETE CONCRETE BLOCK
CODE SCCDON 2411�13,4� 3/4-t KWIK BOLT T7 27' 9. 4 %/A'(.3000 psi) 11411-1 ALLOWED
5. 60j5 TO BE ASTAO,A-307.Ok'ANIZED OR AISI 504 OR 316 SERIES STAINLESS MEL WITH 36 G.i MINIMUM 1/2'P K.SlK UGLY 17 22 112- 1/2. 3 1/4-(3000 PS!) NOT ALLOWED
YIELD STRENGTH. 3/8-0 INAK MY 17 S' 4 3/1' 2*(3000 psi) 14DT ALLOVITI)
3/8-0 HUS-H!icnw 1. 2-".'Doo PSI) NOT ALLOWED
5.NAUTILUS ROLLING SHUTTER SYSSFE. DEARS U.S. PATENTS 58.095.225 A14D J7.40I 3/a'o NNzCrE-B:v 4 1/2" 4 1/2- 2 (3000 PSI) NOT ALLCA'ED
7. AucHms ir WALL TOPOISIDE RAIL SMALL BE AS FOUOWS S: 1/2-o HIS-11 V.9 CIA ww 10.1 fir (3D003.(3oPSI) NOT ALLOWED
5/a-c Wr.H S"DR 6=MY, 7 1/2' 1/2' 2 1/2'(3000 PSO rADw AA01r..'
(A)TO FKSnIKC YOUREV CON-n-mll Au-C 3=1;,-r ODI ST'RENCTFI,
it. THE INSTA"To"I CONTRACTOR Is 10 SEAL/CAULK ALL PRC()JC7 COMPONENT EDGES WHICH At"AIN IN CONIIIN'LOUS CON�,Cl WITH THE auulw;
TAPCON XL AN:k.�AS MANUFACTORED BY ITW`BNLDEX. INC. TO PPCVEW W.-NGlPAJN INTRLSIOU,CAJJK ARC SEAL PRDGLjCT TRACKS ALL AROI FULL LOMA.
K%tK POL7 3 ANChCRS AS MA-CLIFAZTURED BY HeTl.INu 12,11 SHALL V"THE PESPOWS611TY Or THE CONTRACTOR 70 VERIFY THZ SOUNDNESS 01 THE STRUCTURE WHERE PRODUC, Is TO Be ATTACHED-0
a OR�y�FRAME BUILDINGS.
A,.)U1.0AVAI CVeECMtW INTO FCORED C014CRCM SHALL SE• 4�.,SURC PA&EP ANCHORAGE-THIS PRODUCT SKILL ONLY BE ATTACHED TO CONCRETE,COI LO
2 1/4*FOqSO TIPCOh XL ANCHORS&2 1/1'FCR slabKw-w.E41 3 ANCHORS.
NO EMSEDLAE"t INTO STILICtO"ALL BE CCUSIOCRIB AS PART Or-WE,RECUIRED EMBEDMENT. 13, HIS PRODUCT'S iNSTALLATIGN SHAUL COI WltH ALL SPECS NCX,(ATCD IN THIS DRAAYINC PLUS ANY BUILDING AND ZQ45NO REGULATIONS RRMCED
BY THE JD-I-D!CTIC)N WHERE PERMITIS APPLIED TO,
A,2,MwomVIO EDGE D:SMe-C(ED.)T.-,()POURED CONCRETE SKILL EE:
4-FOR 5/16-P TAVCON XL ANCHORS& 5-FOR 3/8-0 KWI14 BOLT 3 ANCHORS,--DoE MIAIXE IS BEYOND I.. U-TING MECHANISM 1107 PART OF THIS APPRCVA�',
ANY FINISH MATERIAL. I5.(.)INS P,ED,PRE-AR1 BY INS ENGrEM 15 GENERIC PD GOES NOT RROVIDIC;h'FO4M4TICW FOR A SITE 5PE017IC PROJECT;I,iYTIERE THE Sar
A3) IN CASE THAT PRECAST STON"PHEC4T CONCRETE OR BRICK FAN ES,VENEER OR PAVERS BE FOUND ON CONDITIONS(Xm-r FROM TH71 P.E.O.
THE EXISTING WALL, OR r-11OR,ANCHORS SHALL e,LONG v.-CUC:Imi To REACH T,4r Vk-N sykucfukr ovianD
$VCH two S. (b)CONTRAI TO W RESPOINSAX 7CR THE SZ-ECTION.PURCHASE A140 INSTALIATIC"4 LIFE SAvETy-or TV'15 W'sto ON Y'4
P.E.D.PROADED I-,C/SP.E DOES HOT DENITATC FROU THE CONOITION'S DFTAMLEC ON-.141S DOCUMENT,CONSTP.UCT104 SAFETY 17 SITE Is THE
(e)TO EXISTING Cf,CUI CILILD CELL Cof.CRETIF BLOCK WALL ASTU C-SC RESPONSI
-5/16-f YAPCON Xc ANCHORS,AS AYANUFAMUREO BY IlW BUILDrX. INC. (c)THIS P.C.C.Witl BE CONSOVED;NV"IF ALTERED ITY ANY'JEANS.
1^.Uljkf EMBEDU2CHT OF 5115-0 TA-Co"AL ANCHCRS"'To THE GROW FILLED CELL CONCRETE BLOCK (d)SRC SPECIFIC P;tOjCCrS SHALL BE PREPARED BY A FLORIDA REMSTCRCO ENGINEER OR ARCHITECT WNC4 V.%L BECOME FIT LNGVNEEIER C;�
UNIT SHALL BE 1/4-, RECORD(COk)FOR THE PRCNECT AND'^G MOLL BE RESMNS�ftr FOR THE PROPER USE OF THEX (;IF R
V.ENGINEER ECIORb,Acute;AS
no Ev-s-DUENT INTO STICCO SHA-IL RE CCWSOtRED AS PART a. THE RECORED EVBEDUDr. A DELEGATED'EfDNEER TO'WE ENtRUEER,ShAll,SUBMIT TO THIS LATTER THE SITE SPECIFIC_F47AVANZ FDR.RM-ArN.
0,2)MIWMw EDGE DISM%CE(ED)OF!/;6*0 TAPCCN ML ANCHOPS INTO CROUT FILLED CELL CONCRETE (i)RECORD
FIX0.SKV.L aW TE laqAL SEAL AND SjC;%,ATURE or THE MqStr
BLOCK"-11,1-4'.EDGE DMANCE 43 OMtC ANY 941SH MATERIAL REOWDil'Al PREPARED IT.H-DATE ANO ORfDKAL CNM-LMR OF
0-1)IN CASE THAT PRECAST STONE, PRECAST--O`:CRETE OR BRICK PANELS.VL%EER OR PAYERS V-MWJ0 ON
THE EkSlING Wk'-CR FLOM ANCHORS SHALL BE'LONG ENOUGH 70 PFkl-P THE LWN STRUCTURE,OM14D i6.PRODUCT MANMACTUREWS LABEL 5AkLL BE LOCATED Ott A READILY VISIBLE LOCATION AT PRODUCT IN A!'CORDANCE WITH SECT.)N, -7101 or
SUCH PANELS FLORIDA DirLIX-X ECti-L ONE LABEL SHAlt.BE PLACED FCR EVERY C°ENING. LAKLjNC;TO COMPLY wrrH SECTION 171o62 OF 1H,FLCBDA VNINNO My
fC'To EXISTING WCOD FRAME b'UMON-'PRI'CE F)INC-Fir-SCRITH(G-0,35),DOUGLAS-FIR-SOUTH(C-OAQ ORV-L 01 0-MCD TO
WL,THZRI�FINE#2 W/0•+C.55 MIN, IN
1`14CIFUDA BWLDS'G CODE(N-wo velIxi-'y Zana)
-SATE 4 TAPCCN xt micHoRs'AS vANU'AcT'jRrD BY in,sulI im, TV-Cc,,
EMSEOMEN N ou tilus
I OF TA-C,-N XL AN,;jjORS.INTO THE Y.C*.?)FRAVLE UNIT SfO�-L BE 2 1/4-OrlYSICAL 1 -
Rolling Shutter System
AlICm
Ttf,EA% P-NETP OF TME REOVIRED EMBEDMENT. "C. L)
tj ED
AIM INTO FINISH•4ATCRIAL E44ALL BE CONS*-ED AS FA� 11LIECC It
coI F EXPERT SHUTTER SERVICES INE7
CO2)MlvNfAl EVOI`NSTANCE 7ED7 OF TAIPCOU ANCII01-5-,INTO WC-30%Rkl BE.1 t/4".EDGE D,SiANCE IS 'mm.
1626 S.W.BL`A`:;�Vr-�W
SEO'.D kir A�SH POR', ST.I'"-IL 349!4
tw)10�54.-tm Vt-- N
C 5]IT IN CASE Tw PRECAST STOuC.PRECAST CONCRETE OR PRICK PANELS.VENEER CR PAVERS BE FOLND Oti �4.v...... .....�.v -4. (9-6*_"�'&
HE EXIST' WALL Or,FLOOR,ANCHOR!,94ALL EI:LONG ENOUGH V)REACH THE VAIN STROCTLITIC BEHIND kcg 'I" C-
NG 6;, . I -"... [""!n.
SLICH PAN IE
OLS. MA�W
EEd
4 74
14
tli
Is 1 SIDEtEND CAP
Sa 2 HOUSING(BACK TOP).040 THICK
3 HOUSING(FRONT&BOTTOM).040 THICK
4 SPRING BRACKET
5 SPRING ASSEMBLY
6 60 MM OCTAGONAL AXLE
7 SIDE RAIL(MAIN SECTION)
8 SIDE RAIL(COVER SECTION
9 ALUMINUM STARTER SLAT
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
7 @- 16 SIDE RAIL(MAIN SECTION)FASTENERS
00"� 17 HOUSING(FRONT&BOTTOM)FASTENERS
6.1, 18 END RETENTION ASSEMBLY
19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROWN
21 CONNECTOR SLEEVE
22 GEAR-PLASTIC OR ZAMAC CASING
Oles 23 UNIVERSAL WITH DRIVE SHAFT
24 60M OCTAGONAL IDLER END
25 IDLER BRACKET WITH BEARING
<jgCX:&: END CAP ASSEMBLY COMPONENTS
ere' to
d;r, FLOPMA BUILDING CODE(Nam 11"gh%W-.:t;ty U.e)
Nautilus "TR L
EN � MRotting Shutter Sy-stem c
Mir
EXPERT SHUTTER SERVICES INC.
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Roling Shutter System
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-SECTION W/ STORM BARS
ATR MOUNT BUILD—OUT MOUNT SECTION P_�,�PLAN)
BUILD—OUT MOUNT srar VW
SECTIONS 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
Dw -
7(F)
CA) 4'
W. 0
_8
SECTION 0'-0' t
7,. ORIENTATION #1
C,Vs*SIM S_r lqw;�
;;d1 —�Q�;;6- WALL MOUNT END MULLION
OD 106
SECTION Q—Q SECTIO► Q-0 VN SECTION R—R (PLAN SECTION R'—R' (PLAN)
ORIENTATION #1 ORIENTATION ORIENTATIONS #1 & ORIENTATION.12 (�A
41 INTERIOR MULLION
WALL MOUNT END M#IJII6N WALL MOUNT END MULLION WALL MOUNT INTERIOR MUCUON TRAPPED MOUNT
INSTALLATION DETAILS INTO MULLIONS G.GI,G2 D
ISE-- SIll, rq co far scluju
Cr SlErT 21) A0E,-NjTI',j,1,Y TQ0H A
4L Gvx5.5t."s
(Srr, SHcol 20) fxll:,�tO (PLAN)
'Ul ��QV BE USE--
21) SECTION 0—0
J
i FOR -141S (_'OININ-.1�110N ORIENTATION J2
WALL MOUNT END & INTERIOR MULLION
O • A.Titli
D FLORIDA BUMNIC COM(tion Niql,Volo,;ty I—k—e
CD)
Nautilus
BUILD-01,11 MOUNT glo.44167
E-k�—�-' ��_ R'Offing shvtter System
- I " I IL ECIDipic. em uTt
SECTIONS 0'-0' (PLAN) s _,-�i�_ I SHUTTER SERVICES INC
T19 T.11I IMMc A E-I.Ec EXPERT
'tomw Sr.Lv-'r.Rr .n'
INSTALLATION DETAILS INTO N
EXISTIG •WOOD BUILDINGS ........ .
LTER
°.£ F✓�11fer71rYft5Sv A7F it,
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 SITES A.S.O,DESIGN PRESSURE RATING(P.31)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULLIONS ARE USED BUT WIO STORM BARS
SPAN-L-(ft)TO PROTECT IT(SEE GENERAL NOTE 92,SHEET 1).
1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS"Ll.
STEP 2 ENTER TO CHARTS (In, lb & Ib') THRU IC ON SHEET 16 TO DETERMINE,BASED ON AN 1/2' BEBASED ONCHART le ONSHEET IS. IT SHALL BE MEASURED FROM.BACK
SLAT SLIP(in),ANCHOR TYPE AT SIDE"LS:A,S.D.DESIGN PRESSURE RATING(p 4.L);THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN"L'fl. 2.ENTER SCHEDULES In THRU 2r ON SHEETS 24,25&25 W/A-S.M DESIGN LOAD*.MA&MUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,IV,S'OR 7),AND DETERMINE MAXIMUM MULLI99 4 SPAN(HEIGHT)Wl ALLOWABLE
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(&1, fy2
MLKLION ORIENTATION, qj_ &, ).MULLION TYPE4
•
ENTER A.S.D.DESIGN PRESSURE RATING.,SEE STEP(1)ABOVE 3.SEE SHEETS 10,IDA,11,1 IA.12.12k 13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TWPED OR VVALL MOUNTINGS OF MULLIONS INTO
WI
FOLLONG DEFINITION FOR SLAT SPAN SHALL BE CONSIDFREO: CONCRETE FORA GIVEN MULLION TYPE k_-1
?&q3),
LvAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2'SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED
USED.FOP A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM MSAND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GLASS Is PROVIDED ON CHART rc:PROVIDES SEPARATION SHALL BEBASED ONCHART Ic,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO
TO GLASS FOR PRODUCTS W10 OR W/STORM BARS(SEE STEP 4), GLASS.
STEP 3 OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DET ER14INE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT),
THRU I&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 23.01TH A.S.D.DESIGN PRESSURE RATING AND STORM EVR
(INCiiES ON CENTERS).SEE GENERAL NOTE T ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
&BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP 4;IF PROGUIC:I INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM 13ARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A 8 D)DR REMOVABLE(ANCHORS 8&C)INSTALLATIONS
FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR
SPACING.
PROCEDURE 4x IF STORM BARS ARE USED 4,ENTER SCHEDULES 10 THRU 2c ON SHEETS 24,25 9 26 Wl A.S.D.DESIGN PRESSURE RATING;
1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MWIMUIA MULLION SPACING(MAX.,IZ.&OR T),AND DETERMINE MAXIMUM MULLION SPAN
CHART lc:ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)V#ALLOWABLE INTERPOLATION IN BETVrEEN SPACINGS FOR A GIVEN
MULLION TYPE&MULLION ORIENTATION.
2,ENTER TABLE I ON SHEET 22%'/1 A.S.0 DESfGNLOAD,STORM BAR SPACING AND DETERMINE
MAXIMUM S.SEE SHEETS 10,10A.11.1 IA,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP
ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FORA GIVEN MULLION TYPE oR TO CEILING RAPEC
CyPZ OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE
3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH AS.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 R STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR RE-MOVABLE(ANCHORS 8 a( STRUCTURES r SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO
INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAtdE STRUCTURES.
STORM BAR SPACING.
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EXPERT SHUTTER SERVICES
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SLAT PERFORMANCE CHARTS Ia. lb. lb' & IC: (ONLY VALID FOR 1/2"SLIP)
FOR A GIVEN R.S.D.DESIGN PRESSURE RATING(ps.q.PRODUCT MOUNT CONDITION INCLUDINGANCHaR TYPE AND FOR INSTALLATIONS W/OR WO
STQRhi
CHART Ia CHART Ib CHART lb' CHART IC
WE MWM VALUE OErWM POWNE AND WATIA,ASA.LOAD
3/90 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR. wivo TAPCON XL ANCHOR USE Uk=W POSITNE&So.LOM)VALUE
POURED CONCRETE 'I--POURM cum c To GWA MLED cm cvoww VLOCK
MAX MAX. SLAT SPAN MAX. SLAT SPAN MAX.SLAT SPAN REQUIRED WN.SEPARATION TO GLASS
A.S.D. *L-e (FT) (FT) 'LmAx-(n) MEASURED To BAD(OF SLAT(in)
DESIGN
ReSSURE IrApm MAD-Our WALL TRAPM -OUT MXCW @ WAUL tPJAND mm- at".an W/o STORM EARS W/ M BARS
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ANCHOR SPACING SCIIEWLES, 04 SHEETS 17 & lb INO'CATE TNA'
1,14 ANCHOR SPACING IS AVAILABLE FOR 114C CORRESPONDINO SLAT
SPAN AILD A,S,D, DESIGN PRESSURE RATING. FLORILIA GUILOV6 C=E(Nor. H;,h Wvlty ftnrt,0,7,o-
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POURED CONCRETE OR GROUT rzLLED CELL CO%'CRETE BLOCK. DR
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wTrH 114-4 TEK SCREWS AT YULUONS CO','NCCT:ON- VALID FOR 11LIECO, EXPERT SHUTTER SERVICES INC. oaL
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DETERWNEC,BY jjNPR In-EIPOLATION BFFMEE14`END VALUES,
SCHEDULE VC-.
Vx FORCES(Lb/FT)&Vy FORCES (LbIFT)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 WIMUM VALUE eEPNEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
MAMMUM SLAT SPAN RANGE
A.S.D.
DESIGN
PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' Q�9-1:2�� > 12'-16* > 1 V-20'
RATING
(psf) Vx VY Vx Vy vx vy Vx VY Vx vy Vx vy vx VY Vx VY
5 30.0 113 60 10 75 165 90 238 105 4 21 135 594 80 999 240 1390 300
............
>31-40 10 80 10 i0o 386 120 440 140 398 180 82.3 240 1328 320 1823 400
Vx Vy
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10 120 290 150 794 130 509 ?,�8_ 270 1266 360 480 2553 582
>61-80 10 160 616 200 767 240 796 280 1007 .360 1695 480 2422 600 2547 596
>81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 -
7
>106-120 313 240 728 301) 88*1 360 1345 �o '-�7 540 2112 640 - -
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