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Pnapfrl Afn loy"I Mnny>Product or Annikatian Sr,ri h>AnulKatien list>Application Detail
o� ' f FL B
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)871-1915 Ext 106
CallExpertaol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Bllmore St
Pert St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Category butte
Subcategory Roll•up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tilsit 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.
J Validation Checklist-Hardcopy Received
Certificate Of independence Ki"4- R�C71 EXPERT SHUfir 5ERViCF5 `PIC NAUTI'US ROLLING g111TTFR
SYSTEM C I GRWG.15-071.vef
Referenced Standard and Year(or Standard) Standard year
SECTION 16139.1.2 ASTM E-1996,E-1886 2005
SECTION 1626TAS 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.floridabui lding.org/pr/pr_app_dti.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
Dale Pending FOC Approval 06/28/2015
Date Approved 08/18/2015
Summary of Products
FL# Model,Number or Name Description
224 . Nautilus Rolling Shutter System Nautilus Rolling Shutter System
I
1.07t—sof Use Installation Instructions
Approved for use In HVHZ:No t?2 5 R3 If EXPERT SHtrr-rER SERVir-FS (Nr MAtt7(L RQU ING
Approved for use outside HVHZi Yes >HU TTFR SY g°hi r3R i5-fill nrff i
Impact Resistant.Yes Verified By*Walter A.Tillit PE-44167
Design Pressure:4160%160 Created by Independent Third Party:Yes r
'Other:State Missile Level'D'wind zones 1,2,3 and 4(basic protection Evaluation Reports t
only).Pressure rating:+30,-30 p.S.f.at 20'-0'span and+160,-160 Ft12246 111 AE EXPERT"1101 IFA 5FRVICES,INC. NAU I TI N
p.s.f.at 8'-0'span with 1/2'slip.See sheets 15,16 and 20 for additional aot.t fNG StTifTTFR 4YSTFM P-fK OpWG x -07t..df
..pressures and sp2ns. ...
Created b Independent Pa_ . Yes '
.... .n en
Contact Us::1940 North mil-Me 51rm t Plillllcsuy Ft 32399 Phone:054-487.1924
The State of Florida is an AA/EEO employer.Quumht 20074013 State of FloNdl.::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 050.487.1395.-Pursuant to Section 455.275
(1),.Florida Statutes;effective.October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Impartment with an email address if they bave one.The
email;provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a personal address,
please provide the Department with an emad address which can be made available to the public.To determine It you are a licensee under Chapter 455,F.S.,please
click IiM.
Product Approval Accepts:
sccuritvm i i u rc.,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40V... 8/20/2015
N NATES H NNCHORS SHA'' BE'NSTALLEO f t%IO%1%'6 ALL CF THE RECOUNT JTID JS MIG SIECiFICA?IONS OF ThE N t OR's MA JUTACIU tZR,
1.NAUTILUS ROtLINC SHUTTER SYSTEM SHCINN ON THIS PRODUCT C"LUATION DONJUENS{P.£.D.)LEAS BEE14 3,AMCHCRS REDUREC FOP STORM SMS CONNECTIONS SHALL BE AS SPEOFTED ON APPLICABLE SECTIONS SHOWN CN SHEER 9..
VOM FDR CWRLAAMI IN A£CORf3ANCE WITH THE 21014(Sth EDITION)OF THE FLORIDA BUUX,*.CODE. -3/8-e,TT 1/4-CAUL-PI'S VANTACTURED BY POtISIR FAST:.NERS.IOC.
NaUT?LUS ROU NG SNU7TER SYSTEM SHALL 40T HE ihSTALUO A7 PION VnXTY HL'RRCAVE ZONES(MAIN'-DAP"- -1/4-0il/4"SJUO-SET MANUFACTURED BY ALL POINT,IN«
/BROWARD COUNT11S), -3/8"t KNIK,BOL) 17 MANUFACTURED BY fa%INC.
DESIGN WIND LOADS SHALL BE DOCNMWEO AS PER SEC:7041602 CF THE ABOVE MENTIONED CODE. -5/16.0 TAN:CN MANUFACTURED BY€FN SUC.DEX.INC
FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED IANIMUM EDGE C67ANM AND SPACINU FOR ABOVE MENTIONED ANCHORS SHALL BE AS INOICATED BELLOW OR AT ARRC MENTIONED SHEET.
FOR A DRECTIONALITY FACTOR Kem0.E5.[!SING ASCC 7-IG FOR INSTALLATIONS UNDER 2010 FRC EDGE DISTANCE AND CUBEOUEN'TS ARE EMOND ANY FINISH MAVAL
AND SK41L NOT EXCEED THE MAXIMUM (h5.D)DES ON PRES um RATINGS 00CATED CH SHLm 15 THRU IS&20 1HOEJ 26 EMBEDMENT
in ORDER TO VERT"Y THE ABOVE CONOMON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCI:7-10 SAM FILLED OR
SHALL BE FIRST REDUCED TO ASND,DESIDN WINO LOADS BY UUL7'PLYING THEM B'1'0.6 IN ORDER TO ANCHOR SPACING 0 IMz CODE aVANCE 0 100% mlCI i'E CONCRETE BLOCK
TO'COMPARE THESE W/'VAX,(ASND)DESNGN PRESSURE Rc7L4G5 luMATED ON SHEETS 15 THAI:18&20 THRU 26. 3/45'0[,1 1/4"CALK-IN 3 3/a." 4 1/2 1 1/4`I.Moo VO NOT ALLOWED
_ 2, RJ ORDER TO VERIFY THA;COMPONENTS AND ANCHORS ON Tills P,E•C,AS TESTED WERE NOT OVER S'RESSED, `/4'ty3/4`SOIJ T£7' 3" 3` 7J8'(3CIX5 pai) NOT n1L0"d"EO
A 339 INCREASE it,ALLOWABLE STRESS FOR WIND L04DS WAS IM 1:)SED IN THEIR ANA.I.kS,fA5?EH£RS S/8b KYAP BEET TZ 3Y 4' 7 t f 2'(3_DDO R NOT AOT A11
SRACO-'GS TO WOOD HAVE BEEN DETEkMINED IN ACCORCANCE WTTTTtI-N,DS.2072, ../s6'a TAPCCN xt 3 {{- 3 t/8' 2 114 (2849 Par) [SCT AUOAEO
NAUTILUS RCLUNC SHUTTER SY51EM'S ADCOU'ACt`FOR IMPACT AND CICLFC P,CSiSTAIXC HAS M04 VMFIED IN 10,ANCHORS RECOPIED FOR MULLTCRI CG'HNEcDONS SHALL BC AS SKanEO ON APPL!CASLE SECTIONS SNO'AN ON SHEETS 1o,
ACCOMAANCE WITH SECTION 1605,1.2.OF THE ABOVE MENTIONED CODE AS AMTRICA-1^EST LA0 OF SOUTH TOh, 11, Ilk 12, 17A, 13 h 1}'.,
FLORIDA.REPORT F 1030.01-08 AS PER ASTM!E 1096-05,E 1886-05 AND E 330,5TANDARTIS.OUALJP(14G
INSTALLATIONS FOf#WINO ZONES 1,2,3 ik 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PRO'ECTION -K1Y;)4 BJLt TZ E%PhY5)0tT AJ TOR VANtffACR13zD 9t HiIT{.INC.
11NSTAW,7#DhS.AS DFflhT31 BY SECTIONS 8.2.i.i,9.7,1.2 AND 8.3 OF ASTM E 1396 SEE SHEETS 19&.^0 -.HUS-T1 SCREW ANCHOR MANUFACTURED BY H;LT:,INC.
FOR ADCIM#M UMOATIDNS. -WEOC£-SCLT ANCHOR 1AAN'JFACTJREO BY POWER FA�ENERS,CK:.
'3 ALL ALUMNUM FXTRUSIO4`S SHALL BE 6063-T6 ALLOY;UNLESS OTNERYITSC NOTED).SEC ERECT Z. vlNlvum EDGE OTSTA?;E AND SPACNG"OR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED B£LOA'OR AT ASVIE UDMO40 SHECt,
A.
ALL SMEAS(EXCEPT END RETENTION SCREW9{�}1 TO SE STAINLESS STEEL 304 OR 116 SERIES WITH 50 ksi CDGE DISTANCE AND EMaEDMENTS ARC MOND AJ!FINISH MATERIAL.
rEL.D STt AND 90 11.;TENSILE S7Rf1NGT�`5R CORROSION RESISTANT CMTED CARBON STEEL AS PER DON EMBEDMENT O GROUOROU
T FILLED OR
BOOM ALL S.O.S.ARE TEF:SCREWS MANUFACTURED BY ITA DN9t.DEX& SWLLL COMPLY W/ILOR"DA HUP.E%'ND ANCHOR SPACING 0 1009 EOGE DISTANCE% TOO: CONCRETE CC•4CRETE ELM
CODE SECTION 241%3.314. 3/4-e KIAIK DOLT 17 27' 9' 4 3/4-MOD o") 14M AawD
5.BOLTS TO BE ASTM A-307,0A-VAN12ED OR ASI 304 OR 316 SERIES STAINLESS STEEL W3h 36 c.N MINIMUM 1/2.0 K141K BOLT 12 22 1/1' 7 1/2" 3 1/4"(3004 PSI) NOT ALL(TWT.D
YIELD 57RCNGTH. 3/8-t KWTK O I SZ 6" 4 3/8` 2"(300D PSI) Not ALLOWED
S/B.0 HUS-H SCREW 4" S' 2'(1DCo Pal) NOT ALLOWED
6,FLAUTILUS ROLUNO SNUTTT:R SYSTEM DEARS U.S.PATENDS�S,D95.225 AND 17.40S,980. 3/0'o WEDGE-EKILT 4 1/2- 4 1/2` 2 1/2-p000 PNS) "OT ALLCWED
7. ANCNCRS TO WALL FOR.J)SFOE NAL SHALL RE AS FOLLOWS: 1/210 HPJS-H%mr 0i ww 67.7 6- e3-(30M PSI) NOT ALLOWED
5/a-c€Gf:-K wax DR I,=RAT 7 1/2' 7 1/2" 2 .1/2"(SOW PSO ND.Aa OW_D
(AV 10 EXISTING POURELI CONCRCT£:MIN,300D O.e.L COMPRESSIVE STREWj"- 11,THE 1NSTA LAT'ON CONTRACTOR IS TO 5131/CAULK ACL PRC04V COMRO.NENt EDGES WHtCn REMN-4 IN CONTINUOUS Co:^ACT WITH 7H£B'JILDINC
TAMON XL AN^HCR,AS MANUFKTURfO BY We OUNLDEX,LNG. TO PREVENT w-:D/PIAN!NTRUSIDN.CAJLK AND SEAL PROrUCT TRAC1.5 ALL AROUND FULL LENCT-4,
-"3/8-0 KW'K EN'3 ANCHORS AS MANUFACTURED BY RILL.IN--- 12.11 SHA:L BE THE RESKINSI7,UTY OF THE CCNTW.^TOR TO V[R'r!THE SOJuICNE_S OF THE 57RUCTURE WH@RE PRODUCT IS TO BC ATTACHED'Q
A:)M9Na3UM EMBTDMEt1i INTO FCURED CONCRETE SHALL RE: iISURC PROPER AJNCHORACE-Tills PRODUCT SHALL LNLY BE ATTACHED TO O011CR"TE.CONCAVE BLOCP.OR WOOD FRAME 61,1II.ORNGS.
2 1/4"FOR SITE"0 TAICON XL ANCHORS&2 '/.-FOR:.18"o KwT BOLI 3 ANCHC S' 13,MI5 Pk00U'I'S 0 STA_tATICN SHALL CCNPLY WITH ALL SPECS IND:CATCD IN THIS DRAW1Nv PUTS ANY BLJLGINC AND MIND REGVIAIICNS PROACED
N0 EMBEDMENT INTO STUCCO SHNSL BE CG45NDENCD ASP I CF THE P,ECULRED EMBEDMEttT' BY;HE JURISUCTIONJ WNER£P£RUP IS APPUFO 70,
A2)VvIVUK EDGE DISTANCE(END)N:O POURED CONCREIE SHALL eE: I4,U-71140 MECNtNT0514 NOT PATI OF TANS 40KOVAL.
4-AflFOR
O NT7ERta:. .5/16- N XL ANCHORS L'S"FOP.3/8`0 KWIK BOLT S ANCHORS.EDGE OISTAIXE IS["ONO
.a'.(c)INS P.£D.PRE-AR£D HY THIS EtNG:`,EER is GENERIC mo EeC£5 NOT PROJot INFORMARCII FOR A SITE SPECIPC PROJECT:I-1411CR£THE SCE
A,3)IN CASE THAT PRECAST STONE,PRECAST CON"R£TE OR ERI"K PANSLS,VENEER OR PAVERS HE FOUND ON „CNDDFIONS DEWAIV"RUM PC P.F.D
THE EX15704G WALL OR FLOOR,ANNCHORS SHALL BE LONG El.=H 70 n"CACH THE MAN:STRUCTURE BEHIND
SUCh PATNELS. (S)CoNTRACT6P,10 BE RCSPoN519U:roR TtT£SELECTION,PURCHASE A140 IKSTALLAiXSN NCLUDANG LIFE SAT:TY OF THIS PRCDNJ-,BASED CN THS
P,C.D,PRCvtDED 1,E/SNE DOS NDc D'E'NOTE mom TH£CPt10NTtOlY'D'cmzm ON;HTS mcumbiT.CO"'SmalCiPIN SATIETY AT SITE IS THE
(B)TO£XNSTINO ORCUT F1:.LL D CELL CONCRETE BLOCK WALL ASTLN C-90 CCNTRACSOR'S RESPONSIBUTY.
-5/16.0 1APCON XL ANCHOPw,AS IA"'FA."TURF?BY NW BUILDCX.INC. (c)THIS P.EA.WIU DE CONSIDERED INVALID IF ALTERED UY ANY NENIK.
B.1)TANLTUM EvaEDuE7JT OF S/T6-r TAnON XL ANCHORS INTO THE GROUT PLIED CELL CONCRETE BLOCK (U)SITE SFDOF-C PROJECTS SHALL BE PREPARED BY A FLORIDA PEGRStERED ENCPNEEP.OR ARCHITECT RNICH Witt.BECOME THE ENSNNEJR OF
UNIT SHALL HE 2 1/4-, RECORD(E.O R.)FOR THE PRO.'CC7 AND xnO WTu BE R£5PON5.'BLE FOR DIE PROPER USE OF THE P£.E.ENULNEER OF RECGIIID.AC*IN;;AS
€TO EMBEDMENT!NT STUCCO SHALL 0£CCNSIOERED AS PART C,THE R£CJIRED EMDEOU£HIT A DELEGATED,EhY;'NEER TC TT+fµf.:,ENONEER.S7M11.SUHMR ib IRK[ATTER THE 5€IE SPECIFIC CRAM ss FOR.REVCO
8.2 MtHiMUM EDGE DISTNNCf(ED.)OF 5/16**TADCCN XL ANCHORS INTO CPOUT FILLED CEL,CONCRftf
-8=9 SHALL ET£4-,EDCE 3t3TANCEIS VFYCND A4'{FIhISH MATERIAL. {a}I'HIS PC.D.SHALL BEAR THE DALE AND DRTGNNAL SEAL AND S't4ATURE OF THE FROFESSIOINAL ENCit FSR^` OF
RECORD THAT PREPARED T.
8.3)IN CASE THAT PRECAST STONE,PRECAST"0.'Cfi£TE QR BRICK PANELS,ULNEER OR PAVERS BE FouNO O`t
•THE EkSTING WALL OR FLOOR,ANCHORS SHALL BE LOVO EHJOVGH TO PEACH THE"Il STRUCIORC£IEHu4D '•G-PRODUCT MANUFA„"TURER'S LA3cL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT NAUTILI-=IN ACCDRDAM WITH SECTc 4•71o.8,3 OF
SUCH PANELS FNCR:IA BJ'LD,%S CODE.ONE uLAuBrEL SAAU.BC PLACED FOR EVERY OPF%m3. LABELING 10 COMPLY WITH SECTION 1710.82 Q=TH:FLCRIDA 6TALDLNG CODE,
TO
IV TO EXIVINC WCOD FRAME UR.ILO N^Z,SPRUCE PINC-FGR-SOUTH(G-4.35},OCUGUS-FIR-SOUT1#{Ga0.46}LYT aV,rdOC TO
A /�S W TH£ESTATE Or 441 MY 3-1 £t ORT A
SOUTHERN PINE 12 W/G-C.55 LIN. 14.--"�A�- FI..OR.DA BUILDING CODE(Nan High Velocity ll tican,,Zane)
-5/16.0 TAPCCN XL ANCHCkS,AS MANIPACTUR£D 8Y ITV BOLDC1.IN„ S At` +; C:aiS Tt,ICCU>No. cR.A^ea 8Y.
N c u t i I u s FALL
C.1}UIN'VUM EMBEDMENT OF TAPCCN XL ANCHORS,INTO THC YND3D FRAME UNIT SHAM.B£2 t/4`PHYSICAL /�-.r®
THREADED PENETRATION �.�a.fsZ,- ... / T®e }��+*+�'. Rotting Shutter.Systcm o.jNclly
NO EvHEDuErr, INTO FIN1511 MATERIAL Sh'AEL BE CdNSD-RED AS P,4Z. OF THE REOUTPED EM3£DTdF.M. IF® L Ew O mc. 0•Tt
C,2)M�NLIAUM EDGC DISTANCE"E D)OF 74FCOU A.Cflj�t:,INIC W4oD SHALL BE 2 114-.EDGE C;SIM--E.IS ,{,r`" = -11.L'.I tcsT,zap t Enc=.ccasaa caMPAUY EXPERT SHUTTER SERVICES INC.
wAt, ,yNXnvIRTa 1626 5.K 6 CIN:iL y11w,
BETIDt.D ANY FINSN M41I:�YLL. r9 r �,�.*' cr-.+. a ,tmx�ti,:1N I,OR'5T tom.RL 34934 t.C,-U7?
C..3)4;CASE THAT PRECAST 51ON£.PRECAST CONCRETE OR BI"K RPANE S.VENEER OR PAVERS BE FOLND CII?IN 'A��FNtr" fia� f8 f:::sBTO AN'm.!OC}Y•I•scx ns LINT)m+.c r_
T«,E DIVING WALL OR FLOOR.ANCHORS SHALL ellLONGCNOU6H TO REACT!TkC MANN STRUCTURE BEHIND � -µms. 'CA A:aLN..N
ATC
SUCH PANELS. tMCTe tr.(.a1s. v.. ,sTtn . W}6
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TRAPPED ANGLE CGI 46MULLION 4xg MULLION W MU
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Relling Shutter Systm
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Ts NOTE: SEE SHUTS 2 zz -1 F0_F1 ':OMPONENTS MOMENCItJU;;,F.
PROCEDURE FOR SLAT. INST LLAIION GIVEN.L SHUTTER NEIGHS:
�E I S,,_1TTtShrQfl,OVAL 09 LESS'T Q, 11'-0'APPOCABLE TO 44-MALLAIlUIS%/0
%1cpY-ARSW/STORY EY"M 04 W/ST PY WS&-vmooNS w/IRT,"IS vp
CQRTt rj IZIIAU STAT W1#1 5,AIS AT TOP,F*L',OWZD BY 12,f. _ rH&Rr_&r_R.4a
THC WAY NMI EACH SLAT I SwALL CONSIST OF P14 ryC-(5)$WS OF Thal$W
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018M. �RIOIEDLRE FOR AMNI;SLAV DWMA�,I?e4ow 1, S tL
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STALLED M-FOK bUtIOU ii;i@MAY VARI tMH SM;�WVS W: W,
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CASE :SHU-TER HE,CHT Lk'�OM*,Wo 11'-0'A0PL1:A?LE 10 114SIALtAv!TM YOX STURV FLMDA BUILDHO CODE(Noi I(igh wtotay Uv6co 2—)
arfl$
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0 -1AT!A*1 Roiling Shutter Systtm
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CO.NimuEr UML i�c SLAT Z�; _5A1,t.EV,AYTCI� J%o f;1x N'�TXLf:�,�D' 07�L F�c
SLATS MUST az.litil)'To COUPZE'L THE'TOW.SVTT_p 1626 y aolfm STAM
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ALL MOUfaTiNG FLOOPJCEILING f TRAPPED M.OUNnNfG. BUILD-OUT MOUNTING
SECTIONS Y.:qYk'....T011#1#1,
R.ORZA BVILGIND MDE (No, H;qh Z"o)
lk"Mo M
,Av.. * Nautili
INSTALLATION DETAILS ON EXISTING POURED us
Ro�,Jinq Shutter System
CONCRETE OR GROUT FILLED CELL CONCRETE hLIECOomc,
2 EXPERT SHUTTER SERVICES INC.
BLOCK BUILDINGS
SCALE 31/16'- I' r.:11.1 f7
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LJ TRAPPED MOUNT BUILD OUT MOUNT SECTION P—P (PLAN)
BUILD—OU,T MOUNT =4c.!IW-
SECTION 0-0 (PLAN)
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
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SECTION Q'—Q'
ORIENTATION
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SECTION Q—Q (PLAN) SECTION Q—Q- LAN SECTION R—R SECTION R'—R' (PLAN)
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ORIENTATION #1 ORIENTATION g2 ORIENTATIONS #1 & ORIENTATION #2 CA)
WALL MC WALL MOUNT END MULUON WALL MOUNT INTERIOR MEON TRAPPED MOUNT INTERIOR MULUON
INSTALLATION DETAILS INTO MULLIONS G,G1,G2
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--------- WALL MOUNT END & INTERIOR MULLION
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FILDRiDA%ILCINC CODE(NcrI H0 Wouity Hurricane
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SECTIONS 0'-0- (PLAN) EXPERT SHUTTER SERVICES INC.
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INS'FALLATION DETAILS INTO EXISTING WOOD BUILDINGS ..........
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 SITES A.S.0,DESIGN PRESSURE RATING(p,sl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b7 IF MULLIONS ARE USED BUT W70 STORM BARS
SPAN'L-(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1). 1.MINIMUM SEPARATION To GLASS FOR SLATS IF MULLIONS ARE USED BUT WJO STORM BARS SHALL
STEP 2 ENTER 70 CHARTS (III, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2' BE BASED ON CHART le ON SHEET 15. IT SHALL BE MEASURED FROM.BACK
SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS.A.S.0,DESIGN PRESSURE RATING(pxl);THE OF SLATS TO GLASS,
REQUIRED MAX SLAT SPAN'V fl. 2.ENTER SCHEDULES la THRIJ 2c ON SHEETS 24,25&2817/A.S.D.DESIGN LOAD,,MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,,21,B'OR 7),AND DETERMINE MAXIMUM MULL19N SPAN(HEIGHT)VW ALLOWABLE
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &:C)),mmtoNTYPE&
MULLION ORIENTATION.
• ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE 3,SEESHEETS10'!OA,11,11A6 I22.12A,13&13A FOR REQUIRED MULLIONCONNECTIONDETAJI-S AT
FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP a BOTTOM FOR FLOOR TO CEILING(TRAPeED OR VYALL MOUNTINGS OF MULLIONS INTO
WI
FOLLONG DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED.* CONCRETE FOR A GIVEN MULLION TYPE( �401,&1
?a 63).
Law THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1r.'SLAT SLIP MAY BE PROCEDURE 4c IF BOTH STORIA BARS&MULLIONS ARE USED
USED.FORA GIVEN A.S.D.DESIGN PRESSURE RATING. I,MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GLASS Is PROVIDED ON CHART Tc:PROVIDES SEPARATION SHALL BE BASED ON C14ART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS To
TO GLASS FOR PRODUCTS W/O OR VJ1 STORM BARS(SEE STEP 4). GLASS.
STEP 3 OBTAIN INFORMATION ON PRODUCT'S SIDE PAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 221V1 A.S.O.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT).
THRU 18.ENTER SCHEDULES VMH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING
rYPE.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
(INCHES ON CENTERS),SEE GENERAL NOTE':ON SHEET I FOR ANCHOR SPECS- SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION To CONCRETE TOP
BOTTOM.OPTIONS PROVIDE ANCHOR SPECSAT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP 4;IF PRODUCT INSTALLATION INCLUDES STORM DAR$,MULLIONS OR STORM BARS 3 MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A 9 D)OR REMOVABLE(ANCHORS 8&C)INSTALLATIONS
7OLLOVANG MANDATORY ADDI*HONAL 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 19 THRU 2c ON SHEETS 24.25&20 110 A.S.D.DESIGN PRESSURE RATING:
1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL 86 BASED ON IAAXI"UqA MULLION SPACING(MAX.,12'.VOR 7),AND DETERMINE MAXIMUM MULLION SPAN
CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM 13ACK OF SLATS TO GLASS (HEIGHT)70 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN a
MULLION TYPE&MULLION ORIENTATION.
2,ENTER TABLE I ON SHEET 22 W A.S.0 DESIGN LOAD.STORM 13AR SPACING AND DETERMINE
5,
MAXIMUM SEC SHEETS 10,IDA.11,11A,12,12A,13 S 13A FOR MULL ON CONNECTION DETAILS AT TOP t.
ALLOWABLE STORM BAR SPAN(HEIGHT)� BOTTOM FOR FLOOR TO CEILING CPAPPED),OR WALL MOUNTINGS OF MULVONS INTO CONCRETE
FOR A GIVEN MULLION TYPE �,G't.012
3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STOR14 BAR
SPAC1410 AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECSAT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS I THRU 2 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A&C)OR REMOVABLE(ANCHORS 8&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 WOOD FRAME STRUCTURES.
STORM BAR SPACING.
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SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SUP)
FOR A GIVEN A.S.D.DESIGN PRESSURE RATING{p-s.q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WJ OR W10
STOMA
CHART Ia CHART Ib CHART Ib' CHART IC
LW MkXUUM VALUE GE WM4 POSITIVE A117 REGATK ASD.LOAD
LISE Uk Wit W.'S1RrE ASD.WAD VALLIL'
3/8"0 KWIK SOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5116"0 TAPCON XL ANCHOR
PFJ'+JREO CONCRETE To PaURED ca:CR-It to c+zceit naw CUL CDacrM•m e.1m
yam, MAX,STAT SPAN MAX.SLAT SPAN MAX.SLAT SPAN REQUIRED WN.SEPARATION TO GtA,SS
AS.O 'I—*{FT) 'I--(FT) 'bm.{1T) MEkWREO TO BACK OF SLAT{in)
Oc'S.ION WALL TRAIm 13U40-IW7 %n.D-DOS Y4LL. TkWHD OWL"lr gyy.xn *4L TROM EuttB-bJt -Wt W/o STORM HAR" W/STORM BARS
RESSUR faatuit teaett sr7iMl xl� tfCtAtt Matti 7lalitf x/�E'b MOUNi MOM �c 711 w�n+i x�6
RATLNO �1� i}.t aro anm 1711� 11Wa Lou[ xD 20 aRm zatE
{T�7) ""7X 7N7LS* ".S Wit?# SQ * S7Y tgf6# S7 r✓JiP.s i WI NO7La q 5EC 1076# ""7E FO76# 54 N076+k 9S NO7C'A# ,XL+,C7>s R �was t t-S < t-J 4
20'_0` -4' ' _ _ 4' :4"-0` 8-0' 4D'-0` 75'-d' 8-0TM IS b 1 it _ 6"
- 7"
A5.4 20'-•4" 15'-3` ?+1'-D' 78'-C• Y4'-0"' 15 O` 19'-4" t6'-S" :c0 t7 15'-4' S6'-S 1[ 4' td
..___._,._< •a•_r• 17-d' ..' 1D' 18 tt t4 5 N'-3G• t:'-5' S" t<1 2 6' 7"
i4A 20'-0` 1S'-2' iQ'-7` t6'-t 2A'-0' ••- _ _ ,
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-�O _ __ _-3• ..1i'-2" 0-0` 13'-9' iT-i' 5-i 13'-9' 12'
50.0 01-4` 11. 1C-9" a-2' 19'-i` Is-I' 14'-10' 12'-14' G-2" 13*-1,
12 9 77 C t N 1/2 6' _ 7"
60A I -5` 73'-V' 74'-5' t2'-%' tb'-9' ti 8 tx ?• 11»,_ td 2,_, tf 8 11'-a' ID'-0•
.0 t8-4' 121-11'_ .. I31-,17 ._ .II"-tt _15 9 _-li C 12'^5` _ 14 tt' tS 4 _.SS "3 t0 tG _s 6 i .. .. 14",
7DA 77-dy__..i2'-7• i3'-3' 11 4 .. ....!S .?._..,.,10._.6..__ 71''10`, 10 a" 12'-9« 70 5 IV-4, ? 0 ! f3 1/2•. G' 7_
75A7 iG'-6` kt•_7- 12'-T" t4'-f 0' 11 d" 9,t
s' 72'-0' IQ'-D' 9..10 E' t0 i" 73 } ?• b• T ._
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9,-3
9'-3" _ 74-5'
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05.0 9 ' ` 5 ' 72 7•
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71 1f2• fi" 7'
115A 77-t` 8 5• _-6',_. _ts'-<' -„ta 7 "r'-8” 8 8 Y-8' 9 V 7-E' 7-$ 7 O` s t 7 t- 6• 7"
_»T 5 .... SI-5, T'-6" _a'-11- I S ._ 7 5' 10 t 7 6'- T`
125.0 t0'"2" Y �.,..__ .. 5 0` 7 1 i+" 0 7-2" __ 8 ? .„T-•d" 8 a
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111.1.__..........._,.......__...._._..,_ __ -._•__.__,. _..._._.�. ___. - �.
. ...,.........._._.._._..___..... .. c• 7'-y 9-9" 7`-0' E'-fl" ,-2" 8 5' 7'-0" Y-2' 6 (*' t 10 1f . ,..6_,._.,,.,„,-.._....,._.
134.4 s'-f 0' a 8
1350 5 5 7 2 8 6' 7 9'-b' G 1070`.... T-0' --5 1 l0 1f2' 6'
._�.._......-�y-., -.._....._.._. .. ., __..... _. __ __....._. .._......_.� __ _..,._._
140.0 9`-i -75' B'-d' i'-5` 9'-:" - T 6 b i _ 8'-U` - G id' 6 < 7 70 t/?" b' T•
.1.___._1.1.1___....,..._....... _,..._,... _..._. _....... .. ..... _,.. ....... �....._r.». ..»... .._ ...�..._.. -
Id5.0 _8'.-i0"......._,.�._._..._...__..,'m;_,2•_.. ......7 3_.._._B-tO' _"_-.-._._.... T b ..-.____.....-._.__7'-10"._... .._......�.._ 1" 10 6' 7'
1554 8'-3• - Y..tp' 7'_0�...__.9�-3_..._....-_-._._.. T'2 - 9-T. _,... - t" 10" 4' T•
184.4 8'^0' 7•4 6'-7G• 8'-0' - 7'-i' T-5' _ _ _ t" t0" b' -r'
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1,AC-OVE INCAT'cD MAX SLAT SPANS MAY BE USED AS LONG AS
94CHOR SPACING SCI'IEOVLE5 0`I SHEETS 17 i1%INDICATE THA" ,r RIP117/tl
AN A'iCHGR SPACING 15 AVAILABLE FOR 113E CGRRESP090tur,SLAT fist tl4
SPAS;ANDl+.S.D. DESIGN PRESSURE RATING.
FLORIDA BUIlOWG=E(N-KSh VenitY Jlu^r:tone
2, R-cCUIPES SIZE RAILS FASTENED TO EJOSING STRUCTURE 177';; a 7:.1x iecuv
3/6"'0 K"K BOLT 3 ANCHOR OR 5/16'a TAPCON XL ANCHOR, INTO ? . N o u t I l t"'"s f
1 POURED W NCRETE OR GROUT FLLFD CELL C3: CRETE BLOLK. 03 z NO. 44167 Rolling Shutter System cx�+Mie
WITH 1/4-c TEK S�REYVS AT VVLUONS CO%NDCT:'JN. VAL`O FOR •--•"„:..•:... y :..• = i LE C 0 I � octc
WALL i eL:`TED,TRAPPED MOUNTED, AND s ILD- T CYJhTEJ. r T � EXPERT SHUTTER SERVICES INC.
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•'tC.F� ar": rats >o J.,:.sty RCD SS IpG R 5aS:a i`-[77 7
3, WAXIMUM SIF.". SPANS FOR INTERMr-PIATE LOADS WAY BE tit coo- o-s o t.s-svt, t ;r>,•:» oa> ":
OE TEFL.INEC 3Y UNVIR "FrERPOLATIDN BLTWEEI: END VALUES. '''��'.•ftp {dA \��.`� ca oc?t mss,
�{'""•fjr•�VNh+t�"•�• Alfa l'.. j iat MIN•,LY-.4
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN SHUTTER MOUNTING TYPE,Wt 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL
A.S.D.DESIGN LOAD&SLAT SPAN RANGE T
WALL MOUNT
SLAT SPAN WOE
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> 6 1/2- 5- 3/4' GIVEN A.S.D. DESIGN LOAD
/2_ 3 31A*
SLAT SPAN INDICATED ON
SLAT PERFORMANCE CHART
ON SHEET 15.
SLAT SPAN DEFINITION
TRAPPED MOUNT
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ASM SLAT SPAN PA14CE
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01-41 T > 4'-5*t > 6*-7'1 > 7'-9't >9'-12,1- > 12'-16't > 16*-20't
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6 6' 6. 6-
6. 5 1/2" 5 112" 4 1/2' 4' 4 3 3/4
.......... ...... ........—
P-. 4- 3 3/4- 3 3/4- 3 3/4- 3 3/4"
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1-it r" 1. (F i� 6 6" 4;
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.5 5- 4' 3 .3/4' 3 3/4- 3/
-LLL2 —-,-, - "
3 3/4-3 3/4- _3 3/4- 3 3/4-J 3/4 3
6'3/4 41 2 1-1/2 �111___---__11—__
5 3,L4: 5) 4 1/2 4 1/2- 4 1 2 3 3/4'3 3/4'
4 3j4-
3 3/ 3/ 3
4 1/2'1 4 1/2 3 S/4 4* 4 4" 4 a 3/4
FWPIDA SLIILD14C COD[(Nor high
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EXPERT SHUTTER SERVICES INC.
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SCHEDULE VQ:
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 WIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
wmmum SLAT SPAN RANGE
XS-D.
DESIGN
PRESSURE 0--4- > 4'-5' > 5'-5' > V-7' > 7*-9' 9�-1 2' > 12'-16' > 16'-20'
MING
(P,--f) Vx VY Vx VY Vx vy Vx vy Vx vy Vx VY Vx VY Vx Vy
s 30.0 10 60 to 75 165 90 238 105 421 135 594 180 999 240 1390 300
.......... -------
>31-40 10 SO 10 100 386 120 44 140 398 180 823 240 1328 320 1823 400
...........
>41 60 10 120 290 150 794. 180 509 210 708 270 265 360-' 1962 480 255-3, 582
>51-8G10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596
>8i- 105 123 210 550 263 711 315 591, 2492 638 - -
2_ 368 1372 473 2009
........... .......
I>106-120 313 240 728 300 881 350 1345 420 1"S7 40 2112-- 640
1217 110 2 280 960 350 1 OC3 420 1612 490 1869 630 20,39 6 3 5- .........
14',-160 781 320 1 1 186 400_ 1322 4e0 1 1740 640
SPAN
SLAT SPAN QEFINITION
if&ALL BE THE R.-SPONSINUTY OF THS CAN 7,ACTOR OR
PEMIrr I,OL DER TO VE Mry THAT EXISTM MU,l VAE IS
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UNIT FOOT OF SWITTER KE10T,AT&OTH MASS
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