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RR!IS� ��IRFl7RI1l1 Product Approval Menu>Product or Application Search>Application List>Application Detail
MOM��-���` FL# FL12246-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived C..i
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
0: 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 FL12246 R3 COI EXPERT SHUTTER SERVICES INC. NAUTILUS
ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.odf
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
FL# Model,Number or Name Description
12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI-12.246 R3 11 EXPERT'SI-IU17ER SERVICES,
Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15-
Impact Resistant:Yes 071.odf
Design Pressure:+160/-160 Verified By: Walter A.Tillit PE-44167
Other:State Missile Level"D"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 1NC,__NAUTILUS ROI..I..IN_C,;_SLi TTER SYTEM P.E.R. DRyy,C
spans. 15-071.pd
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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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
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P[[ �
rood�duuct Approval Accepts:
GENERAL NOTES: -- B.ANCHORS SIAL DE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPFCIFICATIONS OF'DIE.ANCHOR'S MANUFACTURER, N
I,NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT((P.E.D.) HAS BEEN 9,ANCHORS REQUIRED FOR STORM DAR$CONNFCTIONS SHALL BE%AS SPECIFIED ON APPLICABLE. SECTIONS SHOWN ON SHEET 9.
VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH.THE:2014�(Sth EDITION)OF-THE FAIDA OUILAING CODE. -3/8.091 1/4'CALK-INS MANUFACTURED.BY POWER FASTENERS, ING.
NAWILUS ROLLING,SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DACE. -1/4"0x3/4'SOLID-SCT MANUFACNR('0 BY ALL POINT.INC.
/BROWARD COUNTIES), -3/8"O KWIK.BOLT TZ MANUFACTURED BY.HILM,INC.-
DESIGN WIND LOADS,$HALI.BE DETERMINED AS PER SEC80N.1609 OF THE ABOVE. MENTIONED CODE, $/Will TAPCON MANUFAC7URF,D BY'FIN BUILDEX,INC
FOR A BASIC WIND SPEED AS REQUIRED.BY 114E JURISDICTION WHERE THESE SHUTTERS WILL BE msiALLEO MINIMUM EDGE OISTANCE AND.SPACING FOR ABOVE:MENTIONED ANCHORS SITALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET.
.FOR A DIRECTIONALITY FACTOR Ktl=GASJISING A-SCF.7-16 FOR INSTALLATIONS UNDER 2010 FBC EDGE DISTANCE-AND EMBEDME.NTS ARE 8END ANY FINISH MATERIAL,
AND SHALL NOP EXCEED THE MAXIMUM(A.S Yj DESIGN PRESSURE RATINGS.INDICATED.ON SHEETS 15 THRU'is h 26 TRRU 20. EMBEDMENT
IN ORDER TO VCRIPY THE ABOVE CONDITION.ULTIMATE DESIGN„WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR
SEALL BE FIRST REDUCED TO AS.O,DESIGN WIND LOADS BY MUL7IPLYINC THEM BY 0,6,IN ORDER TO ANCHOR SPACING 0 100% EDGE DISTANCE. of 1007. CONCRETE CONCRETE BLACK
TO COMPARE 111ESF.W/)AAX. (A.S.D)DESIGN PRESSURE RATINGS'INDICATED ON SHEETS 15 THRU le&20 1HRU 26. 3/8"o>i 1/4"CALK-IN 3 3/4' 4.1/7' 1 1/4'(3000 psi) NOT ALLOWED
2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.F..O.AS TESTED WERE NOT OVER STRESSED, 1/4 mai/4'SOLID-SET '3" 3` 7/8'NO Psi) NOT ALLOWED
ED
A'33X INCREASE IN-ALLOWABLE:STRESS:FOR WIND,LOADS'tAIWI USED IN THEIR ANALY515. FASTENERS 3/8'n KYAK
BOLT TZ 9". 4' 2.1/2'C(2 psi) 1401 NOT ALL
SPACINGSpTOOEUWOOD HAVE BEEN pF.TERMINED:IN ACCORDANCE.WITN.M.2012. 5/18°0 TAPCON%L 3 3/4 3 1/8' 2 1/4"(2899 psi) NOT ALLOWED.
AL bROSANCE•WITH 9EGUT ON 1605 J.2 OFETOHE ABS MENRO EA GAD S AMERICAANC TEST l 4f SbU'fN IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIOt4S'SHALL BE.AS SPECIFIED:ON APPLICABLE SECTIONS SHOWN ON'SHEETS f0,
FLORIDA; REPORT JJ.1Q3D.OL OB AS'TIER ASTM E 1996-OS;E 1880-05 AtdD t 3S0 STM70ARp5;.QUAUFYINC LOA, 11, tiff 12; 12A, 13& 13A,
INSTALLATIONS FD WINp ZbNE'9 t;.2,_3 &4,L11SSSiCE TYPE D AND ONLY gPFtfJCABLE TO F1ASIC..PR0IECTION: -KWIK BOLT'.TZ EXPANSION ANCHOR MANUFACTURED BY:H!I,TI.INC.
INSTA DETTONS;III DEFINED BY$ECTION5 82 111, 6:2:1,2.AND B:3 OF'ASTM E 1990:SEE SHEETS 19 h 20 -HUS'H:SCREW ANCHOR MANUFACTURED.BY HILM.INC
FOR ApORIDtfAt..-IIATITAifONS. -HEDGE-BCLF ANOKOR MANUFACTURED BY'POWER FASTENERS, INC.
1;ALL ALUMINUM EXTRUSION,," .BE 60046.ALLOY(UNLESS OTHERWISE NOTED);SEE 51{EEE•2. MINIMUM EDGE DISTANCE AND SPACING.FOR ABOVE'MENTIONED,ANCHORS SHALL.BE As INDICATED BELOW OR At ABOVE'MENTIONED SHEEP.
4,ALL SCREWS(EXCIEPT END RETENTION SCREW 1 TO BE STAINLESS.STEEL 304.OR 316 SERIES WITH 50.kaL EDGE DISTANCE AND EMDEDMENTS ARE BEYOND ANY FINISH MATERIAL.
EMBEDMENT tl•fOON
YIELD.SIREN I AND'BO R41 TENSILE STRENGT R CORROSION RESISTANT GOATEE,CARBON`STEEL AS PER:DIN GROUT FILLED-OR
!30.016,.ALL.:S;D.S ARE TEX SCREWS.MANUFACTURED.-BY ITW BUI.LDE%6i SHALL COMPLY W/FLORIDA BUILDING: ANCHOR :SPACING 0 10070 EOGE DISTANCE 0-1000 CONCRETE CONCRETE BLACK:
CODE SECTION 2411.3.3.4. 3/4'o KTVIK;BOLT'T2. 27' 9'. 4 3/4'(3000.Did) NOT ALLOWED
5: BOLTS`TO BE ASTM A»307,GALVANIZED OR MR 304 OR 316SERIES STAINLESS:STEEL WITH 36 ksl MINIMUM 1/2 P'.KWIK,BOLT IT .22 1/2" 7'1/2". 3 1/4'(3000 PSI) . NOT ALLOWED.,
YIELD STRENGTH. 3/8'o XWIK"BOLT TZ 6" 4:3fB` 2"(1000 Psi): NOT ALLOWED
3/8'0 HU5 H SCREW, 4` 5 2 (3000 PSI)' NOT ALI.Up ED
0:NAUTILUS ROLLING SHUTTER SYSTEM BEARS US PATENTS H6,095,225 AND 57,409,980. 3/8'0 WEDGE-8017 4 tj2' 4 112.` L 1/2''(3000 P51) NOT ALLOWED
7; ANC1iDR5'TD'WALL FOR' SIDE'RAIL SHALL D.E.AS FOLLOWS T/2'a xswft E018V OR b1WIC,8(4T 5" 6 si`(3000 PSI NOT ALLOWED
5 6'0 IMS H 506.09 Y,fOtk'�BOU'A 1/2` J l/Z" 2 1/2: (3000 PSI NOT ALLOWED
(A)TO C%ISTING POURED CONCRETE.,Mitt. S600 COMPRESSIVE STRENGTH.���� 11.THE IN$iAiJAlIOf4 CONTRACTOR 15.10 SEAT/CAULK AI.L.PRODUCT.COMPONENT EDGES:WIRCt1 REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING
-S/16 0 TAPCON XL ANCHORS AS MANUFACTURED 8Y ITA 13VILOEX;INC- TO PREVENT WIND/RAIN INTRUSION_CAULK AND SEM:PRODUCT TRACKS ALL'ARDUNU WLL LENGTH.
3/0'p KWIK':BOLT 3:ANE:HDRS AS NANUFAC7URED 8Y:HiLtl.IND. .12:IT'SNALI.'BE THE RESPONSIBILITY OF' HE CONTRACTOR.70:.VTOTIFY.7HE SOUNONCS'S OF THE STRUCTURE WNERB PRODUCT.IS'TO BE A17ACHEB TO i
ArT) MINIMUM EM13FOMF,NT:TWO POURED CONCRETE SHALL BE: INSURE PROPER:ANCHORAGE.,THIS PRODUCT SHALL ONLY BE ATTACHED Tb'CONCRETE..CONCRETE BLOCK OR.WOOD FRAME BUILDINGS,
2.1/4'FOR W. TAPCON XL ANCHORS Ik 2 1/2'FOR 3/8i+K1YIK BOL'(:3 ANCraORS. 1.3. 1)JIS PRODUCT'S INSTALLATION SHALT:.COMPLY WIjH ALL SPECS INDICATED IN,INIS DRAWING PLUS:AW BUILDING AND ZONING REG11tAbONS PROVIDED
NO.EMBEOM INTO STUCCO SHAM BE:CONSIDE ED AS PA OF THE REQUIRED EMBEDMENT. BY THE;JWRi5D101.10N WHERE PERMIT IS APPLIED T0:
A,2)MINIMUM EDGE DISTANCE(ED,).INTO POURED.CONCRETE SHALL BE.` !
d FORS/IBP TAPCON XE.ANCHORS;&5"FOR:3/Ola KWIK BOLT 3-ANCHORS EDGE DISTANCE IS BEYOND 14• LUTING MECHANISM.NOT.PART OFIRS APPROVAL $
ANY FINISH MATERIAL C
�N 15.(a'THIS PE.R: PREPARED OY THIS ENGINEER IS GENERIC-AND DOES NOT PROVIDE'INFORMATION FOR A SRE�SPECIFIC PROJECT;:i.e_WHERE THE SITE � a
A.3)'TV EXISTING
8•WALL:aR FLOOR�ANCHORS SHALL FIE:FIE:ONGRENOUGH O,REACH VENEER OR
RMAINESTRUCTIIRZ BEHIND C�NOIRONS DEVIATE FFEOM TTtE P.E.O. a
S IF PANELS. (b)CONTRACTOR TO Of:RESPONSIBLE FOR THE SELECTION;PURCHASE:AND INSTALLATION,INCLUDING,LIFE SAFETY OF THIS-PRODUCT..BASED ON THIS:
P,E,D,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE.CONDITIONS DETAILED ON THIS DOCUMENT', CONSTRUCTION SAFETY AT SITE 19,THE
(B)"TD EXISTING GROUT FILLED CELL CONCRETE BLOCK.WALL:ASTM_C-96 CONRACTOR'S RESPONSIBILITY.
-5/iB fl,TOO& XL.ANCHOK AS MANUFACTURED By ITw BUILDER, INC, (p)TILLS P:EA:.WILL BE CON5IDEREO;IIAVAUU`IF ALTERED BY ANY FAIiIiNS..
Bit)MINIMUM EMBEDMENT OF 5/16'0 TAPCON:XL ANCHORS INTO.THE GROUT FILLED CED..CONCRETE.BLOCK
UNIT SHAT.(,BE 2:t 4°. (0)SM-SPECIFIC PROJECTS:SHALL BE PREPARED'COY A FLORIDA REGISTERED ENGINEER OR ARCIDTCCT WHICH-WILL BECOME 114E,ENGINEER OF
NO EMBEDMENT INT STUCCO'SHALL BE CONSIOERLD AS PART OF'THE REQUIRED EIABEOMEN; RECORD;((E.oxy EOR'THE PROJECT'AND WHO VALE BE.'RE5PONSIBLE FOR THE PROPER USE OF THE PX;D.-ENGINEER.OF RETiGRD,ACTING AS: [
A OELECIM ENGINEER.TO THE P.E.D;ENGINEER,R ALL SUBMIT TO'THK.LATiC•R'THE SITE SPECIFIC DRAWINGS FOR:REL4EW,
8:2)MIN iLlwo E DISTANCE(ED)OF:.5/16'0 TAPCON.Xi.ANCHORS INTO GROUT FILLED CELL CONCRETEa
BLOCK SHALL BE 4'.EDGE 0I5TANCF M:BEYOND ANY FINISH MATERIAL. (d)THIS REX.SFAI,L.BEAR INE:-DATE AND ORIGINAL SEAL.AND NGNATORF:OF'THE PROFESSIONAL ENGINEER Orr
RECORD'THAT PREPARED R:
8.3) IN CASE THAT PRECAST STONE, PRECAST,CONCRETE OR BRICK PANELS;VENEER OR PAVERS BE-FOU14D ON i 6, PRODUCT MANUFACTURER'S LABEL SHALL bc:LOCATED ON A READILY NSIBLE•LOCATION.AT PRODUCT IN ACCORDANCE:WRFI SECTION 1710.8.3 OF
THE EXISTING WAIL OR FLOOR.ANCHORS.HALL BE LONG ENOUGH 70 REACH THE MAIN STRQCTORE BEHIND .
SUCH PANELS. FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING..LABELING'TO COMPLY WITH SEC110N 1710.82.OF THE FLORIDA BUILDING CODE,
(C)TO EXISTING WOOD.FRAME BALDING: SPRUCE PINE FIR-SOUTH (G-0:30),DOUGLAS-TIN-SOUTH(0-0.46)OR .11141�kstLL DNGY bE'USfD TYI -�
501fi1(:RN PIN #2 W/G e 0.55 MIN, �1HC SATf.pPAi(MFLORIDA BUILDING CODE(Non High Velocity 1{O»icane Zone)-a/16 0 TAPCON-XL ANCHORS,A$MANUFACTURFl7.By ITW DUILDEX, INC. '" �,� �t, s�. oasis.nt ecG n+a cRnmr er:
Nautilus �R.L
MINIMUM.EME3FDMENP.OF TAPCON %L ANCHORS,INTO THE MOOD FRAME UNIT SF4LJ.BE'2 1j4'PHYSICAL a
THREADED PENETRATEON. - �, .,. �.- - }d 1 A7 - - Rolling,Shutter System o.r,ats y
NO ETd6COMEN INTO FlNM.sN MATERULL.SHALL BE CONSIDERED AS PART OF THE RF.4VIRE0 FJABEOMENT. , -, ,ty 'L ETp-_ - oa1E f.
Ci2)MINIMUM EWE DISTANCE.(E:U;) OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 1/4".EDGE DISTANCE IS -LUT xESTMO @ ENOINEERIKO COtIPaHY EXPERT SHUTTER SERVICES INC. �
It 99 Y, 0)5 Nt]GA R.$M%0.q4't A GWiHI.n JJ+f4 1626 5L +XIC.n-$LRF 4
BEYOND ANY FINISH MATERIAL. rwCs ra..:^.c�err-+sm,ra„(wslen-+.,+ PORI"i LIKI[:F7-b496t 1$-071
�' F -mex:4tta<eeaol enm URaa1N0 No
s .c''. 1pq�OP, 4.'4 Kwno tauol is cxe.rwr:Ort)ov,_asw
C.3)IN CASE THAT PRECAST STONE..PRECAST CONCRETE OR BRICK PANELS,VENEER ON PAVt:R5 BE'FOUtrD ON
THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE.BEHIND -�-�•�" -.[�� WAUTA A nL11 3r.PE.
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6 MUM OCTAGONALAXLE'
4. 7 SIDE RAIL(MAIN SECTION)
-"® 8 SIDE RAIL(COVER SECTION)
° 9 ALUMINUM STARTER.SLAT
10 ALUMINUM SLATS 1-10
11 ALUMINUM BASE.SLAT
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✓�„ 12 TUBULAR MOTOR.
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17 HOUSING:(FRONT&BOTTOM):FASTENERS
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r, + 19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROVIIN
21 CONNECTORSLEEVE
22 GEAR-PLASTIC OR ZAMAC:CASING
�y 23' UNIVERS&WTH DRIVE:$HAFT
24. 60MM OCTAGONAL IDLER END
25 IDLER.BRACKET WITH BEARING
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NOTES-SEE SHEETS 'x &.Z:FOR COMPONENTS. WOMPNCLATURE,N?:S. O�tfN'(7.L!W(P/S—tiNTOOM1IREMlCS € NGtJBCARRS
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SmfzM BARS.W/STORM CARS-01?Wf STORkI NABS'&MULAfON,W/HEIGHT:.•UP 0
(c+)CURTNN,SNAIL:START Wf#T..STATS.AT TOP,.FOU`OWED BY 2 #3. .:.,.THEREAFTER,N.L. )
THE WAY-DOWN.EACH SLAT"9-SHALL CONSIST OF MIN..FIVE 4)SLATS OP THAT SLAT
NUMBER.PROCEDURE FOR.ADDING StiATS-DOWNWARD BELOW#1 SLAT.SIIA.L.L BE
CONTINVE6 UNTIL TOTAL SHUTTER HEIGHT IS COMPL.BTE6,OUANTRY OI'FINAL SLAY NUMBER
INSTALLED BEFORE BOTTOM SL.Af{7B MAY VARY WON SHU1TfR S NGGHT.
(b)BOTTOM SLAT®MU5T DE T wms INSTALLED.
* CASE 2;SHUTTER HEJGHt WtGER THAN 1 1'-0'APPLICABLE'1'0 INSTALLATIONS W/O'S10RN mill lt1 FLORIDA BUILDING CODE(Non High Vplocity..Hurriouno_Zone).
BARS AND W/OR.W/D MuUIONS W/HEIGITf LARGER THAN 1 L'-O". -'- 'I i
dP�.�P t;7: o.261s mlfzo tae. oITwA9 aT. £.
(MJ CURTNtJ SHALT,S1AR1 Ylf ITt SiAr AT TOP,FGLLC'WED;OY X23. ........I;CREAt'TER.AL- �.F� .L 1;✓�'S' .. WNautilus. r'RL t.
THE WAY DOWN FALH STAT_a SIAL CONSIST OF MIN rwE(5)SLATS OF ITIAT SLAT C� �' - }
��pp Roillrig Shutter. System o9/lojaa,
NUR,OCR PROCEIHIRE.FOR ADDING SLAT WNWARO BELOW SII:SLAT SHALL.BE X IL. ECO INC. - OAic
cmpk1EO UNTIL JIO SLAT IS INSTALLED,AFTER,j10 SLAY,IS INSTALLED.ADDMONAL JiO =" EXPERT SHUTTER SERVI4ES INC:
SLATS MUST BE USED.10 COMPLCIE THE TOTAL SHUTTER HEIGHT. �� 11(111"TESTING&ENGINEWHING'COMPANY
'✓M j ��'t" Y axw N�w.x,,;1 .1w;w awns.n vtaa t626 S,W.BILiMOPE s`RM 15-071
Nrov,(3h.)a!t^ItlN..! (aW)l11-eNt VQXI'$T Lalfaf,f1..TJ9�6
(b)BOTTOM FLAT0MUST BE.ALWAYS INSTALLED. a mur._161oapOedcom nAAWtNa Iro w
STATE:O M GNI'Ltl00I p9p-p6 e,rN•H)I)p71^CAP
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2 I/4" min. ENBEOMENF STEEL WASHER @ 24 c. WASHER 9 24'
LACY. 5,116"o
/I •e 7APGN$ W —,
STEEL WASHER t 24`o.o. 1 21/4`MtnEMBFOMEM
6 24'
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C j POURED CONCRETE -
POURED CONCRETEII OR.GROUT FlLi.ED
OR GROUI FILLED_-, % CONCROC DL.00K '
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EDGE OF EDGE OE 7 - _
OPENING w...._.._..% L...-•.. OPENING �* '.
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CLASS„ ' f (BF.YONU) / (C(CYOND)� + .t
(DEYONU)r , }
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SEE ANCHOR
SEE ANCHOR / t.- Y r GC SCHEDULES ON
SCHEDULE":ON rrW in EE ANCtiDTt .: _(F� 5HEE1S
SHEETS 16, 17 SCHEDULES ON il
st iB r ... o .SHEETS To,-17 - _----- a
A' & IB' -{p) � A' uTti
M;n..SEPARATION a Min SEPARATION : win,OSL',SAJ�AT70N
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'tb t,lA`a",, ` �:W TO GLASS '� �� a� TO 5. / t �
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MBEDMEN": 41 24 a,-.
2 1/4"Min, EMBEDMENT % '(('a.3:W Min.)RUM. 2.1J4 Min EIABEDMENI- r'
WALL.MOUN71NG FLOOPICEILING7 TRAPPED MOUNTING 811.110.OUT MOUNTING
SECTIONS Y-,,,v
FLORIDA BUILDING CODE(Non.High Velocity Hur6cono Zona)
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.NaukitusINSTALLATION DETAILS ON EXISTING . POURED Rollin� Shutter$�tem
CONCRETE OR GROUT FILLED CELL CONCRETE ILEC® o
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L� xw %n f,e %62f,S.W.BILTMORf 51REE1 TS-(71BLOCK BUILDIGS O ',
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(SET SCHFOUILES Rout 111.1c.0 I C"It. . L
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1 /4- �' SECTION IFI f iRM BARS
@ 4) 0 4"o.c.,
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OR $I p
FLUSH MOUNT (WALL) TRAPEEP MOUNT MILD—OU T MOUNT SECTION P-�P (PLAN)
BUILD—OUT MOUNT wa;3118,-11
SECTIONS Q-0 (P"-
INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS
,WALE 1/4'n I'
G)m
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-0 1/2- WALLOR1
R )61�/slu'p m Va su MOUNT MULLION(:Dyo'
OR.1/0'SWI OR I;&-'sup
I OR'1/0-SUP' OR I @
SIXTION Q—Q SECTION Q-0 SECTIO N: R"R SECTION R"—R'-(PLA
ORIENTATION. ORIENTATION ORIENTATIONS.4 .4 ORIENTATION. ORIENTATION42 0i
'WALL MOUNT END JuLdN WALL MOUNT END WALL MOUNT INTEjjtOR MULLION' TRAPPED.MOUNT INTERI& MULLION* 0
INSTALLATION DETAILS INTO MULLIONS C
(2 2'x4" 00
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r
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(SEE )i T 20) -C�ED�Jlf MIN, 1/2' P"
ON St,(ECT 21Y., ! 0:15 ED SECTION W�W
PLYWOOD.-1 NUT N BE
MIN. 71 'j i - FOR T01S.CONNECTION ORIEWATION .
..........1-1— 9 .. I
.......... "T C14D & INTE TOR MULLION
PLYWOO WALL MOU fic
r/ I 1.74W'I �2,
11—---------- CE
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ox
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FLUSH MOUNT (WALQ . ....1. - . . a N a u t i I u OAL
BUILD—OUT MOUNTNo;44167 S-
Rofflng Shutter System wharfs
11LIEC 0 imc
HOTTER SERVICES INC.
SECTIONS 0'-0' (PLAN) TILLIT TESTINO ENGINCIMR1.0 op,g, EXPERT S
IJ. M -1 -626 S.M.WOMEN:STREET
r-ORT ST "!"1�
0
INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 6 paom cam)749-0 .1 1 .0 DRAWING No
Yk
DATE
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:'O@TAIN JOBSITE'S A.S.D.DESIGN PRESSURE RATING(p.s.i.)FOR THE OPENING AND DESIRED'SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS
SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1).
1.MINIMUM.SEPARATION.TO GLASS FOR SLATS IF MULLIONS ARF USED BUT W/O STORM BARS SHALL
ST P 2:ENTER TO CHARTS .(la, lb,& Ib') 'THRU IC ON SHEET 15 TO DETERMINE',BASED ON AN 1/2" BE BASED ON CHART Ie.ON SHEET 15. IT SHALL SE MEASURED FROM BACK
SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.Q;THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN"L"fl.
2.ENTER SCHEDULES 1aTHRU 2c:ON SHEETS 24,25&20.W/A:SiD,DESIGN LOAD:MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX 12';B'OR 71), AND DETERMINE MAXIMUM U LI�$N SPAN(HEIGHT)WI ALLOWABLE
PRODUCT INSTALLATION VERIFICATION: INTERPOLATION`INBE7WEF.N SPACINGS FORA GIVEN(t ,G &k�o );MULLION TYPE&
ENTER A,S:D,DESIGN PRESSURE HATING:SEE STEP(1)ABOVE. MULLION ORIENTATION.
3.SEE SHEETS 10,10A,11,1IA,,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT
FOR A SPECIFIC PRODUCT MOON.TING INSTALLATION.TYPE;INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FORFLOOR TD CEILING(TRAPPED OR. �tLL MOUNTINGS:OP MULLIONS INTO
FOLLOWING DEFINITION FORSLAT`SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE((G},Oj & 3J:
Lavoc THIS:IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEOURE 4a IF BOTH STORM.BARS&MULLIONS ARE USED
USED,FORA GIVEN A.S.U.DESIGN PRESSURE RATING.
1.MINIMUM:SEPARATION:TO:GLASS FOR SLATS IRBOTH:STORM BARS AND MULLIONS ARE USED
r MINIMUM.REQUIREU SEPARATION TO GLASS:IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE OASED:ON CHART Io,ON SHEET 15;1T SHALL BE MEASURED FROM:BACK OF SLATS TO
TO GLASS FOR PRODUCTS W/O OR W1.STORM BARS(SEE STEP 4). GLASS:
STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR,SPACING.REQUIREMFNTS FOR 2.ENTER TABLE 1 ON:SHEET 22 W/A.S.D.DESIGN'LOAD-AND'STORM BAR SPACING A146 buERMINE
CONNECTION TO EXISTING STRUCTURE PROM ANCHOR SCHEDULES Va,Vb kW ON.SHEETS.18. MAXIMUM BAR SPAN(HEIGHT).
THRU 16.ENTER SCHEDULES.WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE:MOUNTING
TYPE A.SiD.DESIGN PRESSURE RATING&SLAT-SPAN AND OBTAIN.MAXIMUM ANCHOR SPACING 3.ENTER TABLES2 OR 9:ON SHEET.23,WITH A.S:D DESIGN11RESSURE RATING AND STORM GAR
(INCI IES ON CENTERSj,SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS.. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOR
&BOTTOM,:OP.TIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPELEGENDTOR VARIOUS ANCHOR
ST P 4;IF PRODUCT INSTALLATION fNCLUDE$STORM BARS,.MULLIONS OR;STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABL.E(AINCHORS:@&C)INSTALLA7IONS I
FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. R A.CHOICE"OF'.2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND:STORM BAR
SPACING.
PROCEDURE 4x,IF STORMSRS ARE.USED I
4.:ENTER SCHEDULES 1a 7HRU 2c'ON'5HEETS...^L4,25&20:W(A.S.D,DESIGNPRESSURERATING';
1.MINIMUM SEPARATION TO GLASS.FOR:SLATSIF STORM BARS ARE USED SHALL:13E BASED ON MAXIMUM MULLION:SPACING(MAX.,12,A'OR 7),AND-DETERMINE"MAXIMUM MULLION SPAN $
CHART les ON SHEF,T 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS: (HEIGHT)W/:ALLOWABLE INTERPOLATIONIN BAETWEEN SPACINGS FOR GIVEN(2 0q .0&�9)),
MULLiON,TYPE 9'MULLION ORIENTATION,.
2.ENTER TABLE 1 ON SHF.ET:22 WJA S U DESIGN LOAD:STORM BAR SPACING AND DETERMINE
MAXIMUM 5.'SEE SHEETS 10 1 DA,11,1 IA.12,12A,13&.13AFOR MULLION CONNECTION:DETAILS AT TOP&
ALLOWABLE STORM @AR.SP,AN(HEIGHT). BOTTOM FOR;FLArJR TO:CFILING PFO)QR WALL.MQUNTINGS OF MULLIONS IN7C1 CONCRETB
FORA GIVEN MULLION:TYPE.((f��, a
:3,'ENTER TABLES 2.0113 ON SHEET 23 WITH ASD DESIGN PRESSURE RATING AND STORM BAR.
SPACING AND DETERMINE APPLICABLE OP IIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP&BOTTOM OPTIONS PROVIDEANCHOR SPECS ATANCHORS 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 B&C) STRUCTURES..SEE SHEETS:2a&21 FOR LIMITATIONS APPLICABLETO INSTALtATIO
STORM BAR SPACING. NS INTO
INSTALLATIONS AA CHOICE OF'2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND. WOODF.RAME:STRUGTURES:
3
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£
17LORIDA BUILDING CODE(Ron High geltrcity.HurtiT
mm-Zone) t
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'IL ,EC V Inc. OAR
zj7 S cd = TWdT TESTING&ENGINCERING COMPANY EXPERT SHUTTER :SERVICES INC.
6af> >:n u..fm,wa.an Ovnaw sPeu 1626.-W W TUORE SIRED
Pron. <4asen,+wo,to:tw�xr.-tv1 15-071
ROW ST.' �� e••nwu:tilWcchcO!.car LUCIE,FL 34084 DRAMING Mo I
y,60 .F(ORt9�yy CG^OU NNhY.Seoii)74—VA,
BTIU r (1121ix:(1121Vi-M. b
WALT,
R A.71WIJ.,P.E.
P.E�'N�'Fr yryyJryy T� C at).1UDA Lk.1 44167
1
SLAT PERFORMANCE CHARTS Ia. Ib lb' & IC: (ONLY VALiD FOR 1/2"SLIP)
FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.)}•PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O
CHART Ia CHART Ib CHART Ib' CHART IC
USE KVM M VALUE BETIV EN POSiTVE AND NWATIVE ASA.LOAD
t1SE-MAXIMUM POSITIVE AS.D.WAD VALUE
318"0 KWIK BOLT 3 ANCHOR 5118"o TAP.CON.XLANCHOR 5116"A TAP.CON XL ANCHOR
POURED CONCRETE TO POURED COHCREIE TO GROUT(YELL.CELL.CRETE GUXK
_ .. .
MAX: SLAT SPAN MAX.:SLAT SPAN MAX. SLAT'SPAN REQUIRED MIN.SEPARATION.TO,GLASS
A.S,D, `LAWc.' (FT) °LLw."(FT) °LLux° (FT)... MEASURED TO BACK Of SUIT:pn)
DESIGN
RESSUR WALL TRAPPED BUILD-ow olal.0-our/ WALL 1LUPpA» SURD-our eUAD-�. WALL lwrP+7D sww ovf _.Ur./ W/O STdRM BARS . W STORM BARS
RATING MOUNT MDUNT mmm W/;y Movie MWNf Mww W/O MWM M: WD INf W/lF�
.. '.t'k :& �,.}JL;�4 NO ZONESWIND XONE ND xON WIND ZOIiE
(Gs}) Set harw F .4Er..NOIE9* �' C9} 'SLE NOIEB Ik S2-NOrm>!' SEE NOTES IM. NOf6�M �:ND(E5�M�:SQ�wdIE6.IF SET:HM+II 5FE/{7IL9 N �'florm Ik. 1-3. 4 WIND 4
30.0 2U'�D" 15'-4' 70:-t1• 20_D" 20'-0'. 15,_4" 2p•r.0' 18`-0 g0'=U 18':,4.. t_ ; 15!-G" 1' 14 1 2" : -6" - �'
35.0 20'--0' ._ty ?'__. 20'.-0` 16' 0" ...?0'-O' iv- 0 19-.0 16'-3 28 0 15'-0 1G-3 14 0 t 14.,j S.
._ ...._.. _�,. __._.... ..,,.-. .�...
40A 2U'-0' 15'-2' 1V l 1$ 6 20 i 14 6" 1T-4" T4'-10' 18'-t1` 14'^5' 14° Ltd` 12 9" 1 14 1/2 6 7"
20 0' 16'-p" ` f8'•-0" to-3" 20'-U" 14.-Z 16, 0" 13-9 17'-4" 14'-2 131-91 11.'-•0' 1 14 i/2 f" 7"-
..,.80,0 20-0" 14'-10' 16'•-.V _ _.,...........13'-t" 13'-t" to-:10 t? i0 142 6 - A__ . .._...__..........._....___..._._ ...__ ..__._�.._�
10 0 14 8 75 _g 13'-4" 113'-11 12'--f Ig'-0 12 4 121=0' tU'-6" - 1,- IR 1(2 .� 77----
2L-4'
.__...
lo'-_...__..._... Z.
11'•-8" 4-2- III-a"
t1-$ 11 h 10'-0" 1 14:1/2 -�B' 7•
.0 18.h` 12 11° 13 •I1" I1IYu 9. 11 0 12 'S 70'-71" 13'-4 11 0 1D.^10 9 6 I" 14" 6" 7"
_....................
f0'-4 __12_9. 132' d.' %'
75.a 1G'-6` 11'-7" 1 '=.7" 10 10 t4'-3' 10-0- )1'-4" V'-11 12-0 10 0" 9.: 10 8'-10' ] IJ i/2'.B` 7_
80A 15'-9" fi'-D" 12'-D" 10•_5" Id'-7" 9 5 1D'-TO 9 7 Td 7" 9'-5` 9'=3" 8'-6' t 1} 6" T
9'-3" tU'-S' 9 71'-2" 9'-•3„ 3.'•-4 8`-3 1 t3 -6_ -T
00R 14 2 10 1 11 -?. B'••8" 12 6 8'-10" 10'-T 8-11" 7"
834 ......13'-5"..... 9'^8' 10,_S 9'-4° i2 0 8'-a 9'-•.9 .: 8_T" 10':+4" g•_6^ $ G I.B., 12<1/? :8 %'
9'.-5 B'-4' 10'-0" 8'-4' B'-3" T-G'• ..,i" f2" 6'-- 7"
' 1D5.0 12--2" p'-0" 10'-1" 8'�9.' )1':.:it_._ B,:mO` B'-2' d'•*2' g!:�g` g'_V" g•_0. _"'_.�_-4r'- _"'1._.11.�.1/'t' 6` ._
L10.0 11'-7" 8'-8` 9'-•9" B'-S° 70-1P 7. 10' 8'-10' T
1;TB.D 1f'-•1' 8 S 8 6' b-4" 8'r T " 7v10 7
12.0 YO'-8' 8'-•]" 9-3' 8 2' f0'-3" T-5•' 8)-5' T-6" B'-11" T-v...,, 7�5' 6'--10" 1 it 6" 7"
W-0- 7-Tl• 10'-0"- 7'-2T 8'-2" T^4•__ 0'-A 7 2
1y00. 9'-10' T-6' g 9 7;_g" 4'-J" 7 Q g_0" T•2` 6'-5 _. 7..-0._.> _ 7 2
138:0 8'-5 T-2` 8"-G' 7=7" 9'-g" A'-)0"' 7-t0 T-t" 8•-Z" 6-1D" /-0 6'•••9" ..i ...1.0 lf2. .T...B
140:0 9 1 6'••11"' 8'-4" ._.. __.._... T-8' 6_••11"- 8'-U` - 6 14 t3-4" i' f0 1/2` 6'
.14..0 8'...10' - 8•-2" -7'.-3' B. t0 - T-g" 7 .f 0`. .._ - . -_ ^1b 8: 7.
1
- T-4' 7.4
_ i 10 8 7
155A $'-3` - 'T-1V` T-0'• 6 3" - T-'2" ... 7 7 - I 10 B T
160.0 13'-0' - Z'-8' $'-fd° 8'-0" - T-1` 7`,-5" - 7" ,
* ¢
1. AGOVE INDICATED MAX. SLAT SPANS MAYBE USED AS LONG AS #
ANCHOR SPACING SCHEDULES ON SHEETS 17 b, t8 INDICATE.THAT 11Netltlhlry4
AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT eeeTL qAr
SPAN AND ASU. DESIGN PRESSURE RATING. p��� QR A;jl���j6i, FLORIDA 900ING CODE(Non'Ju
Velocity Iwalione 2ono)
2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRU(.1URE WITH Z.,yJ \\G sLC' C�Y915 T+47ECU . N au U1.1 S
3%B"O KWIK BOLT 3 ANCHOR OR 5/18°o TAPCON XL ANCHOR, INTO y rRL t
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR / h{D 44167 @ RDiltng Shutt System a+/ro/Is
WITH 1/4"6 TEK SCREWS AT MULLIONS CONNECTION.VALID FOR •'^^^� - ""'�-7y1 IL EC 0ISD• -
1F: EXPERT SHUTTER SERVICES INC.
WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. -' RUFF TESTING d ENDINEERINO CDNPANY
/, �'? IM.:.gym"a.ci.,ars,=1 cwan.n M. 162ti 5 tti.MIEIOFE STREET
1.5-071
*. 1xgNl•-ISW.tw+(,G5}.11-U)I PORI ST LOVE;r4 3084
3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE
ra)671-ww FR
5,41
DsRr4P)IsNQa 26
ox
sDETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUESR ATILUT Jr.P.C.ov I
MAX.ANCHOR'S SPACING SCHEDULE Vb �^
FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16`0 TAPCON.XL ANCHORS TO
GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t
WALL MOUNT
6iD. SLAT SPAN RANGE
PWE.. 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-0't > 0'-12't > 12'-16't. > 16'-20't
R"a(P-0
6"
6" 6 6 6" 7 4 1/2
_ .............. _.__.
>ar so 6" 8 6 6" $ _..._.:a._i/ - tl14TE:
6" 6" / 1 f 2 __._.7..-'-- 2" -. MAX. SLAT SPAN F0.:A
_.__. ........ _.__— _._... ___... .._ _ r..._.__....
_._._._..__... ...._._---...._._ _ _SLAT.,...._s LIVEN A.S.Q..Q1i51GtJ
.._-�.._..._...... .. ._.__ __...,.....�.. SPAN RATING SHALL.
>feo-,rp 6" 7 Y 2` 6' ....... 4 ...._......................-._._._.__._._..._...-._._._........ _ ..... -- _..__... �: _._., NaTAPRESSURE
MAX;STAT
_.__. __..._._.......�...... ......................
>fzr r4o 6" e" SPAN INDICATED ON.SLAT
>fnt te0 ; 7" 5' 4" - PERFORMANCE CHART ON
SLAT SPAN DEFINITION 4--
SHEET 15...
TRAPPED:MOUNT
.• 'SLAT SPAN RANGE
PRA7N0 0'-4't > 4'-$'t > 51••6't > 6'-11 t > 7'-g't > W-12''t '> 121-16'Tt
RAN6L'(O.a.t:
s 30.g G" .6". .. 6" ... 6" '
�._.....�_.:. .._._......___....W_.....-..... _..._.... _..._ _....__....._.....-.._...................-.._-:
>3frae' 6" g" 6., .6" .. .. 6 . .6 .- �4 1/2°. .. ..-•..
:....... _........................._. .___.__....._.._...----....__ _. -
>%1..]05 6" -
>I08?-1 ......._........._�....V2,--" -........_..4......................4._��2.._.........
.._........-'......__._.........._._-._:......�......:.:...:,.w,.._.:_.:._
>t21-140. $. 5,. 4: 112" 3.3/4" -- - - -_.
600p-OUT MOUNT
SLAT SPAN RANGE
nrslati
pRF35URE 6`�4:1` 5'--$'.t: >0-7't 7 T�9'fi. _ > >PAW
FARCE(P.a1: E 7(E. E CE E E E E E E E E. E �E' E)
s 30:0. 6" 6" fi" 6' 6" 6" 6" W 6!k .6' V 6.: 6." 6 6 6".. S 1/2" 4" 4 t/2" - -• _ —
_.fi_ 6:.._. .60,-........6" 6,. G" __6.._.._......66.,_� e" G 8 6 5 t/?" 5" . 4`$" 8 s• 6� G�.. ..._t/2" 5 1/2" 8" 6" G" 8"6 6".... _.._$"_.v yt -_ - - 3 .3/4 _ --
_...i81 tb� h .:....6 .:.6"_ 6. 3_1/2 5. Yl9 5. 1/2' 4 1/2:. 3 3J4"3 3/k"
>104-126- 8" 6" fi" -5 t/7. 5...1/2: 4 1/2 4 1/2' 4_t/a._3..3�4__ _ ...._._.__.____:_._. _._-_:� .-__ -___ ._..._
_vr..___._ _._�. _____._.._.. ..._ _ _._ _ — _. _._. _.__.... _... - -
>t2t-t4q 3 3 4" 3 3/4"—..=..__ _ _ _ v - - _ �. _...-
-
_-
`,`a`"t1Ntt 1Nepy
A P�TIL(/M�,k� FLORIDA 9UILD1NO C00F..(Non Higt+Vofooity Hur/conn Zonn) g
o zoic tmtecti mc. nwtA,
3Q ��CEN6�r tNa:utilus rAL
/// Rollinq Shutter System oa�talts
IL G ac C O'tNG. All
r_� . ln[ft frCSi1N6 @. NCINCCHUIC ep1n", EXPERT SHUTTER ;SERVICES INC.
'�`am ero pan u v .w>,nrca wto'a.n ax:Ea 1826'5 W UCIE.ORe Siff 84
re.�f•�+U�.-+x++ P(1Rf S-l�Clf R'.3n48n'
F10RIDP `�` Eebu GG9 cnm 08lwin6 No
\ "nart Seon1 749acsb ant,iaaa)or+-oaan
w't1m,a r un x,cmr,. n
.�P.e.' �,•'St� �F•`,�� rnata+.t 6,!441oi eun-u+ on, snr.[t+a orae
SCHEDULE SIC:
Vx FORCES (Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS:FOR AN A.S.D: DESIGN LOAD RANGE,.SLAT SPAWRANGE FOR
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS
(USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.O. LOAD)
MAXIMUM
A:s:D: SLAT :SPAN. RANGE
DESIGN
PRESSURE 0'--4' > 4'-5' > .5.'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > W20.'
RATING
(psl) W Vy Vx Vy Vx. Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy
5 30.0 10 60 10 , 75 165 90 238 105 421 135 594 1$0 999 .240. 1390 300
10 80 10 100. 386 120 440 140 3 823 240 1328 320 1823 400
......_...-_ . ._ _.................._. ...._. ...._.... _...._ __,.._.__:_._� _ _.m_.__ _..... _. _..._ ... ......:_,_..__._...._.. .
>41-60 10 120 290 150 794 180 509 21 . 708 270 1266 360 1962 : 480 2553 582
10 160 616 200 767 240 796 20 1007 36.0 1695 480 2422 600 2547 596
_-- ____._............ _.._......__........._.___.__..__.___.- _�__.._..._...__.�. _.� _ .._.__ _.._.__._._......................_•..__............_..... __.__.___._._..._..._.
>81-105 123 210' 550 263 711 315 114?. 36& 1372 473 .20(39 591 2492 638 -
..............___...... __._.-.._._..........._...._....._......_................_... __.........._._...__ _ _...._ ........_......-_ _ ........_....._......_ _._._......._............_.... _....................._..__..._ _....._..........-..
I
>106-120 313 240 728 300 881 360 1345 420 1587 540 . 2.11.2. 640 - — — —
_ .-._............- _ _—.__- --...___.__ __.. --___-- -._._............ _-- —
>121 140 552 280 .960 350 1003 420 1612 490 1869 630 2039 635 — —
_�_..._..__........_._ .._........._._ _ _ _ _._................
_ _..___. .__.__.........__
>141-1.60 781 3.20 11:86: 400 1321 480 1873 560 1740: 640
i.
I
SLAT SPAN DEFINITION
NOTE;:
IT RLGBE THE RESPONSIBILITY OF THE CONTRACI'OROR
PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS:
DESIGNED TO SUPI70RT Vic AND Vy FORCES IN POUNDS PER
UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMES,
SEF THIS SHEET'FON Yx&Vy VALUES.
Vy
SIDE.RAIL.,,_
Vx
Vy `\\Ip�ITIL(%T"'�i,, FLORIDA BUILOING CODE.(Nen High YolocKy flufficane Zone)
6;;015 T1LTMO RIC,. OfiAWN Af:'
NoUtiIU's .
Rolling Shutter. System ey�e�ly
-._�.•
IL E C®epic, E?tP¢RT SHUTTER SERVICES INC. GA(c k
�; � -7.' CC' TILUT'TCSTING ti fNCIHLt'.RING ceYPANY
` (a r: taa5 n au.a av)oa,e,+exs'aumrxx n.v.ea 1646 S.W.Ni ram sinLo.
$IA ' :cawkrl..,ma.rr.:tasxn-.a1` vox s.L C E,n.3e�et
`(,P \�0 p-tlk:J:it lbcVOVpl.coM fRrJeC'SEW1140-GeiG,f/1.(1'12)011-P740 oruvnHc Ne ;
!' 1V l`W)a TERFI-OUOliJ19 m.�. auerna+ art +n.w 4'w�.m.
fLOft4 A nig
un i.•an /tWu SHf.'(1 19 Of 16 ;
I