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HomeMy WebLinkAboutProduct Approval i iYt LM— tic ' 0Regulation , '. .r � • 1 . Kr SCIS Home f Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map t Links l Search b7 I — Y ;,��Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List,>Application Detail FL# 1`1-389-118 Application Type R vlslon Code Version 01 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroa'ds Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com i Technical Representative Address/Phone/Email Quality Assurance Representative �ddress/Phone/Email (CategoryShutters 111 (Subcategory Accordion (Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 12/31/2017 Validated By John W.Knezevich,PE Ll Validation Checklist-Hardcopy Received iCertificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf i I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By (Sections from the Code i i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions 'Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. ,Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other.Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for-use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, 172 p.s.f.load for HV blade for Keystone mountings 7'-0"for t75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 pi.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: CL=al111=d �� Credit Carel j Safe i W I I . I GENERAL NOTES: 1.BERTHA KV,ACCORDION SHUTTER SYSTEM(SHOWN ON THIS PRODUCE EVALUATION OOCUYFNr(M0 HAS BEEN VERHIEU FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE nDRICA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VEIDODS'FNRPoCANE ZONES, }• p �• DESIGN WIND LOADS SHALL Be DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL T AIJLE OF CONTENTS BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.8&USING ASCE 7-10 AND SHALL NOT EXCEED THE LINENUM(ASA.)DESIGN PRESSURE RATINGS NOICATED ON SHEETS 11 THRU 15,19&20. 1 24 ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS Basco m PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA-1: HV BLADES CU k BY MULTIPLYING THEY BY 0.8 IN ORDERTO COMPARE THESE W/UAX(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19 h 20. . GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE Her OVER STRESSED,A 33 i INCREASE N ALLOWABLE STRESS FOR WINO LOADS WAS MUSED N THEN SYSTEM COMPONENTS 1-20 SHEET 2 AMU.YS6.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED F'OR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION STWITEA SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VER57ED N ACCORDANCE WON SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT TYPI SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HN BRAD 10214.01-03,10715.01-03,11004.01-05./1214.01-05.10317.02-DES•IOW9.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-20.1 PROTOCOLS AND ASN E-1886 11 A0E n AND FIV WINDOW BLADE ha AND E-1996 SIANOARDS(MISSILE LEVE or WIND ZONES 1.2 h 3)5:11220.01-70 AS PER TAS 201.203 S 203 PROTOCOLS LARGE MISSILE. MERE APPLICABLE) I -HV WINDOW BLADE®10505.01-08 AS PER ASN E-1886 AND E-1986(MISSILE LEVEL 0,WIND ZONES 1.2.3)BASIC PRorwmN ONLY AND/0725.01-88 AS PER VS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON TACHES SHEET 5 INSTALLATION DETAILS A-F•CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND W WINDOW BLADE 0 APE ENCINEETUD TD WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G=M.CONCREIE/BLACK SHEET 7 3.BERM H.V.ACCORDION PINS(HV SCREWS),USEII AT BLADES KNUCKLE AND FOR OIRECf YOUTH CONNECTION TO TRACTUS SHALL BE 114.2.78 AND 114.1.75'RESPECTNELY,410-Kr MINIMUM SERIES CENIERMATE DETAILS FIV SHEET 8 STAINLESS SIEE1.SCREWS WITH 135.0 Mel YIE1D S�RENCIH ANO 180 Aei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERIHA HIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUC090M REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL AWLOND%RR UM RIORS SHALL BE AWMINUM ASSOCIATION ALLOY AND TEMPER AS NOVATED ON SHEETS 2 AND 3.MNNUM YIELD STRENGTH FOR 6063-TG AUDY IS 30D Ad AND 3&7 Ioi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TU ALLOY. MAXINUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BIDCK SHEET 12 &ALL SCREWS TO BE STAINLESS SEE.J04i OR]15 AI51 SE7✓¢5 OR CORR090N RE56TAHr COATED CARBON Sil}1 AS PER DN 30018 WITH 50.1 10R Y7dD STRENGTH AND 90 bi YIL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE @ BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUIIDNCICODE SECTION 2411.3.'4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 &BOLTS TO BE ASN A-307 GALVANIZED SIFET•OR AIS 304 OR 316 SERIES STAINLESS SHEET..WITH 35 Iol MINIMUM YERD STRENGTH. ANCHOR SCHEDULE-WOOD SLEET 15 7.SEE THE FOLLOWING SHEEP'FOR ANCHOR SPE MCAMOFS FIV TRADE(D:12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOM SHEET IES. HV BLADE Q&® WORIO NG IN UNISON:12.13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -e.ANIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A US PATENT18'719,582.COMPONENTS OF THIS APPROVAL ME COVETED,N WHOLE OR IN PARE Err U.S.PATENT 15'158,178 ISSUED EASTERN END CONNECTION DETAILS 7-12 h X WOOD SHEET 18 METAL SUPPLY.INC. 9.R LL SHABE THE RESPONSIBILITYOFTHE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHARER 6 TO BE ATTACHED TET INSURE PROPER ANCHORAGE coNm&cTOR TO SEAL/CAULK ��3: FN WINDOW BLADE ONLY ALL SHUTTER COMPONFNr EDGES WHICH RENNN•THRU FASTS TNG IN CONTINUOUS CONEAW WITH THE BUILDING TO PREVENT WIN/PAN INTRUSION. TIPICAL SHUTTER EEVA710N SLEET 19 IM EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE RACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS.MUST PROPERLY CLOSE AL1.IHV AND NO CENHERUATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. AREA 4: HV WINDOW BLADEGln ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BALDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 2D PLACED FOR EVERY OPENING IABENG TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE 12.BERM H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COIPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE aIRISDIC80N WHERE PERMIT IS APPLIED TO. I. 13.(D)THIS RED.PREPARED BY THUS ENGINEER IS GENERIC AND DOES Nar PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,La WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR'THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS PED.PROVIDED HE/SHE DOES Nor DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE caNOmoNs 0EDULED ON THIS DOCUMENT.CONSTRUCTION SUETY AT SITE IS THE cONTRACIDRs RESPONsu m. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED IMAIID IF ALTERED BY ANY MEANS. d SIIE SPECIFIC PRDJECIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE 51.1 FOR THE PROPER 115E OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUM"TO THIS LATTER THE SIE SPECIFIC DRAWINGS FOR RENEW. I (e) CRIMINAL P.E.O.SHALL BEAR THE DATE ANO M.-SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THIN PREPARED T. ! M FLORIDA BUILDING CODE(Non High Velocity Hurricane Zang ` A ```` ��ti A.A( ®2015 EASTERN MESAL SUPPLY.INC. vacEFS''•.�= BERT TM `-1 1L E 66 I.e. A.S■S.A. Accordion Shutter System FIV.®ADE 01 W/OR W/0 FIV.HLN)(H7 HALE American Shutter Systems ,x oaGAw,a„ DAn DR e._ ALL SFA 11Wi TLSTINC ENGINEERING COMPANY p0�•. F OF *_ An7 NN.3stA s4 51:sas.V-GVmUa,I10AUA.FIR AEsaciation. Inc. I OLD 11-192 4/13 15 DAM 4/13/15 P-;(307ND1-1!00.Fa.:(=)871-1531 4266 Westroads Drive 9 DRAWING No �S''•.�NILI7; N4�`` a-mme nit�ewecLmm West Palm Beach. FL 33407 3 A S/QN••••••Cj `JA' ED-0005719 4 15-085 A L EN p WALTER A TILLY J.P.E P.E. S ANAEAL% 601URE/DATE TL➢Rloa Lx.144167 5 5. SH Er OF 20 . I ! I I I ''"m19�as O vAr6Es . 1 191' '1'Y � �ws1• c g u°� ',J 1.657' a •' 4.999' a .6�.. O1 HV SOLID BLADE 0 ])5 0HV UNIVERSAL FLOATER . OS HV 90f180' STARTER COVERED UNDER US PATENT J 5458179 QUALIFIED A�OR USE W/ QUALIFIED FOR USE W/HV BLADED ®HV DIRECT MOUNT HV GLADE SIJ HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-TG ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE2 TEMPER 6063-T6 ALLOY AND TEMPER 226' 1.600' 6063-T6 ALLOY ANNUD .12' 085' 7- *'�2. .91.89r 15' .99x•HW/LIPCC5e'9.0 amipUALIFlED FOR USE'W/FAV ®HV WALK-OVER TRACK ©HVAlJ. FLOOR TRACK B�OEQ QUAUFlED FOR U E W/NV 9O HV TRENCH TRACK a750- BY ALLOY AND TENPER BRED QUALIFIED FOR USE W/HV QUALIFlEDBFOIREU'E W/HV 6063-T6 ALLOY D TEMPER BLADE QQ ONLY. 1� HV RAINGUARD 6063-T6 ALLOY A�D TEMPER _ VARIES6,063-T6 ALLOY ANY TEMPER QUALIFIED FOR USE W/HV 1s15• BLADE 1.9]6' A(N) Y 1 VARIES 19]B' 6063-T6 ALLOY D TEMPER 9 1.91r 00 m .12 .060• .060' 8)U .O9]' 093' .060' a' • fiN 1.888' `• 870 11 IED CEILING HEADER 1 HV HEADER/SILL HD CEILNG HEADER/SILL 0 FlED FOR USE W FP/BLADE I ONLY, QUALIFIED FOR U5E W/HV BLADE 1 ONLY / 6063-T6 SE 01 AND TEMPE QUALIFIED FOR USE W/HV BLADE 1 - 14 HD NI D S SEE SECTIONS FOR VALIDITY.- SEE FOR FOR VAUDITY. - O QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY. 6063-T6 ALLOY AND TEMPER X MH Y NH t ---I— A 6 .TI 12 1' 1' 082• 2• 2' 0.125' Q 2' S'MAIL 1/8' 1/6' IB 2' S'MAk 0.192• 0.192• 1®SIDE ANGLES QUALIFIED FOR USE W/HV ALUMINUM ANGLES IBL 2.5' 7'MAK 0.190' 0.190' CORNER POSTS (oil7DFOR USE W HV BLADE(1) QUALIFIED FO $_AND TEMPER USE W/HV BLADEQ 6063-T6 ALLOY AND TEMPER BLAALL DE UI ONLY. 6063-T6 2' S'MAK 0.1]9' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TIC •.,, ®2015 EAsrum METAL sOPPLY,mc. BERTHA HVDA P: ENSF' Acc •• 's A.S.S.A. rVQ rAr L E C 01 N Accordion Shutter System FLV.BLADE#1 W/OR W/O KY.WINDOW E ABE TILLLT TESTING k ENGINEERING COMPANY Amerlean Shutter Systems n, 9accvn96 9ArE olunN 6r. L. l0=. Assoclafton� Inc. 1 OLD 11_192 {1J Is GALE 4/13/15 STATE OF .,� Gus IaN.3 T )II an,wm�,w,�„s„am,„1 / / Pnaro:(3m)firl-,s3a.rm:(3os1m,-15]1 4268 Westroads Drive 2 DRAWING N9 °a.c,m West Palm Beach, FL 33407 S 15-085 a-9 .. .A�` WALTER A TLar Jr.P.E SHEET P.E.SxYfB�filGid1Y1[&/DATE "167 6 2 of 20 I 9 9' ���� 4 4B- .19' C NAT� &RD v 1 4•-m • .746' 0'119.) eNP BIB' • 1.3]5' .JIB X59�� BPABS 41'I9OFA 4�♦y- I .4 -r�• a Btrs(amw¢ (awuE Iwm) r—D 2© HV CENTERMATE zs ®HV LOCK) ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADED&®ONLY HV FLOATING CENTERMATE ,9 eIs• QUALIFIm OR USE W/HY QUALIFIED fOR USE W/NV 6063-76 ALLOY AND TEMPER Q EO FOR USE W/HV BLADE 1 &pgl ONLY BLADE(1J&®ONLY. BLADE(1�&®ONLY. 6063-T6 ALLOY AND TEMPER AUFl60 FOR USE W/FIV BLADE 1 ONLY •,' 1874' 606J-T6 ALLOY AND TEMPER P ODED .756' 92' 4- .07, .1B' SCBLW .07' 1.79J- 360-Ai'IFR RNEDNC 1/4n1-20 x 3/4n BEFORE 4"8 20GRIVNUT+ S.S. THUMBS CREW lI *earns 9x14 AWI9M,Y(2924-n Auup wcE rw+ce nm+ -t I >_» SHFEf HU19FR[PAId I®10.A9 MINOrN.TI6t0)BY AY9a. I B C QRR E 99N,PNffiRM.EV JFASET 6654 0 o V1 PVN 4 FimM FIEVRRON ® MALE "T" LOC I sew CEN HV ALTERNATIVE 6QCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY ® HV FEMALE 1'T" LOCK CENTERMATE ® HV "T" LOCK QUAUFlEO FO USE W HV QUALIFIED FOR USE W/HV BLADE iOONLY 6063-T6 ALLOY AND TEMPER QUAUFIFD FOR USE W/HV BLADE(i)ONLY V�/w BLADE-G ONLY. BLADE�1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1917 � 3.161 - � D TKONBnJIN ' C7DN0ER OR .OBJ A62'9 KEY cnzmER .214'• .214'm , I � m 0.875'Min. 1 $ ,.128-M..Q HI) CENTERMATE W1 NO0 ® . C m.40 QUALIFIED FOR USE W/HV BLADEQ)& QUALIFIED FOR USE W/HV 8oLADE 1 & 1 ,tt�• 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 7S °i vu1 t2•MIN. QUALIFIED FOR TAU HV BLADE 1 &® d 6063-T6 ALLO'n2. TEMPER 11�IONI (92 9 / Do cDEli OR my R Sts• 1.5 1.78 M- ® LOCKING RODD " 1/4-0 ®HD LOCK QUALIFIED FOR USE W/HV B-E(D ®HV 3/8"0-167 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MDR16E LOCKS SORES O HOOK BOLT LOCH. 6063-76 ALLOY AND TEMPER SERIES S S THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 7 k A Q 5 INSTALLA710N WILL REQUIRE A�7/16-HOLE THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1Q DPi AT TRACKS FOR PROPERIEMBEDMENT QUALIFIED N 1t BLADE01 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦ ®2015 EASTERN PETAL SUPPLY,INC. ,���:viceNSF •••.: ,; BERTHA HVTM = A S S A Accordion Shutter System L E C O E x H.V.BADE @1 W/OR W/0 HV.WINDOM BADE American Shutter tams Ev.K olsa�n9K 9Aa MWN *•: / (N" W TILLIT TESTING Q ENGINEERING COMPANY S ty Association, Inc. I OLD 11-192 4/13/15 GAIL 4/13/15 $n10..•= =-r�� P—:(305)MI-1530.rI=�,(JaJ)e7t_153I 4268 Westroads Drive 2 ORAWINO Nc moi, F''••.....••'� e-mmi.lnremo amm West Palm Beach, FL 33407 S�ONA;�.�°�` D19996719 01. 15-085 411 Ana a�u�pi £ HEET P.E.SEAL/SIGNATURE/DATE e s 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 9 41 3/B'0 12'YIN. CE ID HV BLADE 1 ro TO BLADE P 1 .1575' ® HV BLADE lA @-11 W WINDOW BLADE .0673' - .0625 ,0823" ® HV LONG RECESSED NYLON BUSHING •o Opp .1515 Y U X525 HV ® 0.0625' SHORE RECESSED NYLON BUSHING B �� 3 (TrP1 _ ® HV NYLON HAT WASHER Q OR® �N nai a RnOn RI.Z / 3�• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 ' 4 /sz.�50' X 0.870'x3/16'THICK NYLON WHEEL 3 z 7/8-- 0.188"0 /9'Rml.0.188'0 AISI 302 SERIES S.S.RIVETS 3150 CLEAR u SEPARATION 17300' ® HV 13/4'ACCORDION PIN W/88 HEAD BETWEEN .Ds2s .0625 # EXTERIOR NN t s 3/4' ® HV 2 3/4' BLADE ACCORDION PIN W/J8 HEAD opwwcs aN cu * �4 0 2 T/4" mmm75W' 41 4 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I BcR TYPICAL HV WINDOWe BLADE AND I � POLYCARBONATE HV WINDOW DETAIL Q OR® (( 4 or gg®3 n � N.Ts. REDDINEYENTS) OOR® I �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE ' I RESINS,UV-STABILIZED GRADE OR SABIC EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO ta �inE INNOVATIVE PLASTIC LEXAN 103 RESIN ' I O ORIr * ® I (SEE NOTE'F ON SHEET 191. F (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR ® POLYCARBONATE SOURCES FOR 44 HV®BLADE. ICAL SHUTTER ASSEMBLY EXTERIOR uc TTYIW.r xxam rI OR AT(2) HV PIN®MAY BE USED IN LIEU OF©AND ONLY AT Ex7�aREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q aOJ24' E'S KNUI:KIEBLADE WHEN CORRESPONDING TO INSTALLATION 71", SHEET 7. NOTE x FOR vc�e awnr Asn oms ow w' 0°a 0!•' EOVIREMENI3) xRa�rd: TYP. s Asm 0e3e v..a°wa e5w r+a (3) HV PIN®OR @ W/ 1/2"O.D. 1/16"THICK S.S. WASHER Nm x waus nmI Oma .w0am wa w.aoo o.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B� 0YAC0 SHEET® NmaaO® -- WHEEL CARRIAGE DETAIL v o x Doren o:: oras x wx N.Ts. RA,REMBLY LAYOUT wrz oc 6won Iwu°w - aro Ills I. SELF ONRI ASixal°29 I°N T Y WRAaa19a: m.t 111°60£51�.VTFR xF1.1HaWF A9�Y Ole Elm p� e9WW M HV BLADE SOLID & HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN NETAL SVPPLY,INC. BERTHA HVTa IL E C O INS. A.S.S.A. Accordion Shutter System American Shutter S stems FiV.BLADE g1 W/OR W/0 H.V.W1tmN BLADE TILLIT TESTING&ENGINEERING COMPANY Y fl'•N oacwman arz 0ruwx er: NE TE OF *� asss nw.aurt s;st.]05,rmamA aNWIS,Bpvm�xtla Assoclatlon. Inc. 1 aD 11-192 4/13/13 oAIE: 4/13/15 �.M--.�-----?-� PSm.:(aas)a2I-Tyo.Pa.;(ms)s2I-Tall 4268 Weslroads Drive z ,Fss.,oRlDp,:�����`� .-ma®unRoaagtson Wast Palm Beach, FL 33407 a DRAWING No ApON C7 W HA A TIILr Jr.P.E 4 15-085 AL EN p��� normA u�.r 4a1e7 s P.E.SW'&1 t CRE/DATE 4 SHEET OF 20 • I , I I I a •NOTES ON HV LOCKS AND'CENTERMATES: • o c a ®•�s u x s r u .®"®•®„® O MANDATORY CONOmON J7-ONE HV LOCK®or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN ^l7 OR 12'ABOVE OR B�W �2 OF SHUTTER SPAN FOR SPANS UP 70 105•.AND FOR INSFALLLiTIOtS�ANY ELEVATION.FN LOCK or MAY BE USED AS AN INSIDE OR OUiSDE LOCK,ATTACHED TO�1 OR CINTERMATES W/(2)1/4'r-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF I=SHALL B,E AS UBNCATEO ON 7YPIGL SHURER ELEVATION. Q�©m I ' 2. •IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HIV �d LOCKS OR NAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CETRERKMTES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE V �I LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL mwnER ELEVATION. RY CONDITION 81 98 IIM=MANDATORY 00 H v" 12 IS USED W/IWO N.V.LOCKS):LOCIONG RODS A2 Cal ID OW WHEN RE NOT REQUIRED AT� LMICANE POSITION.BUT MAY 4a 5 x�6m 0.(y a® E USED IF DESIRED TO ENHANCE SHUTTER PERFO CE LOCKING RODS Q�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACIONG POSITION(NON HURRICANE POSITION). 4.MANDATORY CONOmON PLZ ONE HV LOCI(® ® BE USED AT CORNIR CIMFRMATES FOR ANY SPAN AND INSTALLATIONS AT ANY EIFYATION.HV LOCK orSFSFiAl1 BE USm AS AN OUi4OE OR INSIDE LOCK. IA ATTACHED TO 2j CORNIJt Cf17TFAMUSED.ATE W/(2)1/4 0-20 x 1/2'LONG MT HEM SS.MS TWO LOCKING RODS NS xo�Fx7v�c-- AMAXIMUM SHUT TOP& TTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN CATION OF LOCK SHALL BE AS ON SHEET 122.CAL ON TYPI SNUf1ETt EI EVARON. v �r� 6�� a LI 5.FIRST ALTERNATE TO MANDATORY AM $- g4 •ONE ALTQLNATE FN LOCK ..MON J1 VALID BE USED N LOU OF HV LOIX r FOR ANY SPAN AND Oj 333 % DONS AT ANY ELEVATION.p!ERNATE LOCK®MAY BE USED AS ASI OR OI119I) LACK.ATTACHLIFNf 7 �� OF 1/4'0-2OxJ/4'SS.THUMBSCREW M®OR 0 CINTERMATES SHWl BE MADE W/1/4'm-20x3/4'ALUM. I4�' RNNUr AS SHOWN ON SECTION HNE.SHEET e.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ' ® B.•-'�x,^-`TOTAL CDh21ItON k TDR KE�_'_ne`,'E MOL...:.._MSO TI01LR ONE HV LOCK®of®ar®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPANABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TD 95',AND FOR INSTALLATIONS AT ANY ELEVATION.HN LOCK®or,sp4 ®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO®or 0 SYMMETRICAL CENMUATAS W/(2)1/4'-20 x 1/2'LONG FLAT HUD S.S. MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/0 SEE END CONNECTION OR®TOP AND BOTTOM LS COMPLETELY MANDATORY. DEIADS ON • K SHEETS H)@ is M•� " x *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 CE 1IMNATE ®1�ONE ALTERNATE HV T LOCK GO MAY BEI AL1FD IN UEU OF HV IDCKS OR FOR ANY SPAN AND ALLATIO AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN DSIDE OR 0 DE LOCK ATTACLMFM ©O1®a©•OO 00©m,0•®m OF LOCK INCLUDES USING RONFORCTNG LOC ,AS SHOWN ON SECRGN M.SHEET 9,WHICH MUST BE )p•®a®.®a©•®m CONNECTED 70 CENTERNATES®AND®W/1/4'-20 1 1/2'LONG S.S.THRE/DED BOLT W/7/B'0 x 3/3' O•�] •©mO 0•®a WNGNUr OR W/1/4'0-20.1'SS.MS.INTO A 1/4'Px 5/8'RNNUr®MAY 8E INSTALLED AT MIOSPAN OR 12' 6 6 •7 MAXIMUM ABOVE AND BELOW MI0.5PAN.USE OF TWO lACIONG RODS TOP AND BaTOM IS MANDATORY. ® ®a®•�a,9•Dsa�.® *NOTES 0 D0 & CE ES: ^ 1. :ONE ALTERNATE HD LOCK(J MAYBE USED IN UEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSDE OR Ol1ISID TOSCK.HOYATTACHMENT OF HO LOCK®TO IS W/J IS a J/B'F.H.SS.YS.,AND INCLUDESINCLUDINCLUDESPFINFORGENENT INSERT AS M ON SECTIONS HDB-HVB AND DC-INC.SHEET 10.LOCK MAY BE ISTMLED AT LBDSPAN OR 12'Mmwm BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPOONAL ( on High elocityMrricane ne 0 2018 MSIERN METAL SUPPLY.INC. BE rHA HVTM A S S A Accordion Shutter System 1 L EGO,LN H:. A.S.S.A. . . . Kv.BLADE#1 w/(R w/o Kv vANmx aADE American Shutter Systeme EY, oax wn onA.xe eu ` TIWT TESTING a ENGINEERING COMPANY -'a STATE OF i 2 3 ax+xa xw su.:�.sw.vay.n urmOs Rr Yd.a1 Association, Inc. 1 oLo tt-1 sz 4 1JA8 Mte 4/13/18 (JOe en-19a.ra:(Tas)en-18J1 4265 Westroads Drive 2 DRAWING No a Olamav -m - West Palm Beach, FL 33407 s u® TRDfIJr.PZ "IMA U. "I" a 4 15-085 Y�u P.E. SEACf�3104k RE/DATE SHEET O 20 i I I i I I NCRETE ANCHORS POURED CONCRETE POURED (SEECONCRETE CON .SCHEDULE ON OR CONCRETE BLOCK "� 41EET I] REQUIRED 1/4'0-2Oa3/4'S.S. REQUIRED REl7UIREn ) CONCRETE ANCHORS YACHNE SCReVS CONCRETE ANCHORS 17 16 ®aisEaxc(4E umOn2A®ON$NEED» (SF¢TSCH;UNE ON wNV15/0.12'O.. (STN SCHEDULE ON SHEET 1]) 7' 1' EO MIn. 14"002J/E4S.S. Yin. USING 1/4•-20 NUTS _ 19 2" ____ O 12'O.C. I/ 2 E.I0.4 /• .zs°'Na.. -- 13 oR 5 tC O .250"Naw. 0.4 Lf-1!50- ONAL t OR®♦ MIN.SEPARATION TO GLASS SFR iB Tai L I E%ISASS_f_-(SEE SCHEDULE ON SHEET 11) 9/05meLT9 MIN.SEPARATION TO GIAss 1 GLASS (—(SII SCHEDULE ON SNEEf 11) FASTING I QA HV WALL HEADER INSTALLATION , ©HV WALL HEADER INSTALLATION 08 HV WALL HEADER INSTALLATION + KEYSTONE ' DUSTING MIN.SEPARATION TO GLASS GLASS--) s>YTtA�� ♦ (SEP SCHEDULE ON SHEET I Q— 1 10OR® i MIN.SEPARATION TO GLAS - 1 E)=NNG--I rma ,LIiMj (SEE SCNEOUIE ON SHEEP 1I) 0/mme® y f:XISTINC -_ �OPDL ONAi Tlga� Gtass—� _ l l iii E 4 Mae. OPTIONAL t/4'MCA. O13 � E 0.0 LV1' _ 1 WEPHaips ]/{'S.S Yi2 USS HEAD 1/4'B-2M]/4'SS PHILLIPS CBM USN. CONCRETE ANCHORS TRUSS HFAD NACMNE SCREWS NCREIE ANCHORS 6UTS O 12"O.C. (SLP SCHEDULE ON POURED CONCRETE (SEE SCHEDULE ON SHEET 1J) Min' pq WNCREfNEC BLOCK SLEET IJ) w/1/{•-20 NUTS O 12"O.0 OR CONCRETE BLOCKCRETE REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (s SCHEDULE ANCHons POURED CONCRETE SHEET 14) 0 HV WALL SILL INSTALLATION ON CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NLDE CDMB."A,IDN INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYRCAL SHUTTER 4 E 0.e EDGE DSTANCE ASSEMBLY ♦SEE LIN ATIONS OF USE FOR 2-MCUM G SECNONS CAN BE COMBINED (SEE SPECOLCATIONS ON MEET 1]) SWEa0N 511EET 19 HV BLADE W ANY WAY TO SUIT ANY D/STAIAIN]N. LLI,ITIEL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm = IL E C O..a. A■S■S■A■ Accordion Shutter System HV,UADE 01 W/OR W/0 H.V.YAN7DN HALE PAmerican Shutter Systems °Iscwnlax °nTc Drown er: FLS WT TESTING a ENGINEERING COMPANY 9'•. :•24�� eAt Nw.ami,ri.st>am,vmBaOA tumors.F1NmA 1]15 Association. Inc. 1 OLD 11-192 4/13/15°Arc: 4/13/15 4266 Westrocds Drive 2 DRAWING NO !i S"• G�pv`��� '-"'�mL"'Oaolsarn West Palm Beach, FL 33407 ] ' ''AAgs�ONALLEN,A.o wAR®®w°n°wr;..PE. 4 15-085 P.E. SEAL���G'�IATURE/DATE �'a u`t 4f1eF ' SHEET B 6 OF 20 I - I I , POURED CONCRETE ANCHORS I ,,"11001°' 1 OR ®♦ 1 'ga TI ONCRETE (SFESCHEDULE ON SHEET 13) asCE72SMC REWRED I EDGE pF4A9 6PIICABIE E%RTMC u.® tGVSS�I Isar LTEfGUTEEKCLASMa10RCVSEDOVION /1m7/4'„Elf WASHER EIFMTEK SCREWS O 12'O.G 8 LIF CONCRtIE MCNORSgeIE (SEE SCHEDUE ON SHEET i7) EDGE OF EDGE OF— SLAB 1F 1 1/2 1 EDGE OFWK�EAD APP IUGBLEMWC/DIE 0. 05118IFPIPPl1CA9tE CONCRETE (SEE SCHEDULE SHEET 14) --( I'—mSEw¢m"O ♦ POURED-/ ftEDIrRED W Y¢r 0 w1 1 OR ® CONCRETE FLAT HEAD CONCRETE —06-® ftE0111RE0 0, a4 (SEE SCHEDULE ON SHEET 14) II .TRENCH INSTALL TA ION VA110 ONLY FOR UP TO+70,-75 PSF A.S.U. ® HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN�RESSURE13. �n��&FOR SPALLS PER SCHEDU®HV CEILING INSTALLATION I ElO5I2K: (SEE S IE ANCHORS i Imt Tarwva O (SEE SCHEDULE ON I/{Td TIv mmt 01PCG1T EICSTINC—I ' ETCSTMC SHEET 15) IUM®IJ4GMi)WI liarwlOLT OA I/4b fOemS I 1/4' GLASSEXISTING-1 GI155 -I(a 9>m 'it w m Iq 1 -- _ /1 CtASS� /SRMiS TIEWtamDuENT O 6/' U -(lm wa Iq nc im IP m e'-o'`S.w ND 0 I I I an Ern sons IAEDtn tJ4W I. n "-a'la TG K-O'Ynt IFslr 1/4• 1 3NINr 1e EWN iAGf01W FFAG (nPJ w NNE ttW SNRT it 8 ' /10..7/4'NEIL E. s I 3 m 1© wuxm IiEAO ux TEN SCREWS �•5FilvR /140/4' HEX HFAOI2'O.0 1 B' 8 I' •?'4.1'.i�•� I/4'rZml/{'SS YS TE%SCREWS _ /140/4'SDS. ___ 1/{' OR 1/{•.-z0 SA N8 I CONCRETE ANCHORS e 1 - 6+O J O 0.0. mai. O 12'O.G w/NtIT® a-G -I ( 7 t4sa)qLE aN 21RIKILN D 7 18 1 a51WG raN n. GRO 1/2' 1' .. DUAL ilei(CELORtTNE i11 " EDGE OF 17 18 1... ED: SIO) /140/4'F.H.S.D.S. jt. 1 7 B' 1 7/B" 1 MPU CON(iLEJE PNCxORS NOTE IJ(E) O 9'O.C. - � POURED GGXCN E (SFE SCNEDOLE ON ON SHEET 1POURED CONCRETE ON NOTE 13(b)1](5) ��;.'..+::: 0 NOR EOUIREDCRETE BLOCK SHEET 14) OR CONCRETE BLOCK aPnoNAE PoURm REQUIRED ®KEYMNE�MO��NGe4N�ST DATION QK HV WALL FLOOR INSTALLATION © NV WALL WALK—OVER INSTALLATION (2)HV RAINGUARD INSTALLATION t ND)E NOTE EIR C01THIS INSTALLATION SKALL BE .4SNATION OF SECTIONS, •E.0.;EDGE INSTANCE t REMOVABLE WHEN PERFORMED 1—SEEL5 EET 4 FOR TYPICAL SHURER (SEE SPECGiGDONS ON SxEET 17) G ADIACENT U'EM OPERABLE k70T '9UDEUUI�AAONNSHEETS Of U19 FOR INSTALLATION DETAILS W/ O HV BLADE w A rrur ro SMOONSNSNrG"uLsrJBEuLAn/ xm fLGI�DA BUILDING CODE(Non Nigh Velocity Hurricane Zone 0 2015 FA.`TM METAL SUPPLY,INC. C 1:.........!r� BERTHA N �P �\C A S S A Accordion Shutter System 1 IIL�C O INt. ■ ■ ■ ■ HV.BADE#1 W/OR W/O NV.WNW MADE :W= American Shutter Sy3tems Xv.w oEs GX oArz IRAwN er: Yi o'• /STATE OF :�` TIWT TESTING t ENGINEERING COMPANY AssoclOfiOn. Ina. t ow 11-192 4/13/151aE 4/1.3/15 4nJ"'"'JOIt sl.sl..JfO.VRc4AA clRwe.OaNEu JJI6 4268 Westro n, Drive x . �9a iNwa.;(wJ7e7t-tsJo.Far:(JW)971-ts7t DRAWING Na ®171009 eem West PlJril Beech, FL 33407 J 15-085 °jii,S„S/ONALENYo`` WALTER AFlOREA TRiR h.tPE 5 SHEET j P.E. Sft'%51G�(�l1RE/DATE /He 7 OF 20 I I I SEE END WALL CON SHEETS 10 113 oN l0arlNG Roos®.NV LOCKS D°r® r INSTALLATIONS W/ 1 HV **Ax°AL,ERNATENY.L=0oNSNws. OUT 9a IN r'-E7oSRNC CI155 0-E SLACK°EfAR HVF 5 VIllO MR ALL C BLADE W HV CENTERMATES EH ERU Es AP UG Ox W N 4ADEO OR SEE END WALL CONNECTION ®.0.0 m E)OSRNG GLASS-----� 7LE ® -------------- ---------------------3 1/4• T• 61/2• 7-aT-T . ALM OPPOSING tv�T1/2. 4 • SYMMETRYCACENTERMATES CENTERMATES(4)11.1/r sus m/m�weE 1100/4•S.u.S.0 12• um.AT EALT1 ANGLE"„) o.c.wu . W/ HV LOCK EL4 or 1 W/ HV LOCK -, or (SEE°S 5 ®' * 35* I N 3 * 3 ax S EET„) 5 (D 6• W L ® HVB OUT iD•®a®.®m®•®m i.)`//L _ ©w®m©•O7 mpa)o•®� //—E,<LSRNG GAi � �REDIECOILOCK NCRM ORR. . 7to�•0°"1�•7®���•®a ----- REO ED ° •®O11©•�®®•©°'I SYMMETRICAL ----- v'0 �A/°+v'O7 '®"' um.SEP, _ _e`®aOO'©_�_�'� �°0r" CENTERMATES IN t e�&•,((�� TO c ss 5 Ir J GLASS b 1 * ®`®°q® O �L'J� (SEE SCHEDULE IAN.SEPARAT; P©•® ®y * W HV DC 6 (�NIEFt oFrnOOR) aO•®"�O9`®a0•0 ON SHEEP 11) To GLASS (SEE SCHFDUIE I N OPTIONAL _ -- ON -----_—_-- O UTANCHORCONCRETE S G , --- --- - * 1 1 1 16.O.F — 1 * 3 VARIES Lev3 sa * v ®m® OUT 6 1/2•MAX.SLACK OUT HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone x\1111111)111111/// 0 2015 EASTERN YETPL SUPPLY.INC. ,,, BERTH HVTM Q CEN A S S A Accordion Shutter System _ IL E C O I■c. r ■ KV.aAOE#1 W/LR W/0 KV.x+wDA sets ICi /•�:*= TIWT TESTING&ENGINEERING COMPANY American Shutter Systems CV.N GSC®M" V- GRA"TM ILL •a'• STATE OF 'o;8 "�+""ae"•r.sn�+. °�GNrooS.nnRa]]16 /1.isooiaflon, Inc. 1 ota n-192 4/f3/151— a u/t5 :4p� Prom:(.104)8)1-ism.rm:(ms)eTt-ISJI 4268 Westroods Drive R DRAWING No West Palm Beach. FL 33407 •�/(/{S•S/O" ••• WALTER a ; 5 j'.PM 15-08 /ow um44167eT a SHP. /,�64 �E/DATE 8 CHF 20 I i ALTERNATE INSTALLACT16N W/HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES 8 & LOCKERSe W/n HV BLADE W/ SEE END CONNECnON OEr11L oN sNEErs 10 k 18 INSTALLATION C1) HV BLADE OUT F IN '� a,o msurx 9vµx F.mourzo ax sen e, W j HD CENTERMATES ,.s 1a1t�s uu.va,L Onvwa euoemoew�1�n•n. i }Z,®m©,�©a®O1 aarw�nw ocua. surxxwlns sen. OET1115 ON.11 comNEEumn NB -- (aPrxwil 4s (oPnaa+U Tenan�rPO°axau� i Haul.•aur..r IN 3 --- — —� PG fVLL lDxill. R9YAa"1 LOCK T(INSIOE) 1 vu+s OrP.) a ap• mvs or DA i i _ I 1 -- ------------ ------ 5 — ---5 1 2 2 1 �ala• � A SOUT 31 oa 3 31 aa® 31 oa 3 31 0°® *sa:no1E a ftip xv 1na1 21/ UT 4" 0-20 x 1 1/2" S.S.M.S. 4 3 * (avwnW ® W/ 7/8"0 x 3/32" WINGNUT. (mwnW HDO-HVI OS r 1mc, sxa:r 5. • HVG* W/& LOCK(ESYMMETRICAL HD CENTERMATES ©0 HV"T"LOCK(OUTSIDE) ® SYMMETRICAL HD CENTERMATES ft LOCK(INTERIOR) XTERIORI —00.Fm+ammo. "®' 1%T�� ®.©.Qj'Q.Q•®. xxw,cmmn m lona.ammr lvJa®"'®•®'©•®� i[YfWa(PNCS9EXY.MIf,lE1@YY i ©.pa©.©•p.®. 3 — i'E uawsa.naom+¢OxxCO oae.noo-roa e aan"u�arn,w"e a.aiac0 HDD—HVD�� FLOATING STACK FLORIDA BUDDING CODE Hon High Velocity Hurricane Ione A:lit(/T 0 2015 EASTERN NErAL SUPPLY.INC- S�Qr'`VGENs�:' BERTHA HVTM -' C O+N A■S■S■A■ Accordion Shutter System I L E H.Y.1 ADE p1 W/OR W/O HV.WNDON MADE ¢ American Shutter Systems oneavnax anc awm m x. 1 TILLIT TESTING ENGINEERING COMPANY (4 'a. TATE U('iJAssociation, Inc. 1 OID 11-192 (/13/15 0-- 4/13/15 .fl•., :' 3 O.A+x..]+0.SL.s•]m. Gaf4104 MIS AIB Punas:(sos1T1-lAa.Faa:(39s)en-1A1 4268 Westroads Drive a DRAWING No West Palm Beach, FL 33407 ] ®-e V19 4 15-085 ''pr ONAL a (1'eTR X 1x�."+ulei 5 SHEET P.E SOI�,NAlURE/DATE 1 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE URED CONCRETE CONCRETE BLOCK WA11 OR CONCRETE OR CONCRETE OR CONCRETE REGUC:O "BLOCK WALL REQUIRED BLOCK WALL REOUNEO BLOCK WALL REWIRED EXISTING GLASS E%ISM'G GLASS I NCHOR �ppSnNG CLASS —T- {) ( y MIN DUSTING CLASS 'O.C. 1 MN.SI:PARATON ) 1• -S 2'MIN. r ) TO am(SEEWL S�PARAIICN r r EO EQ TO l%/.5(SEE 1111�e�� TO a (ON MX � LWL SEPARVIa! 5aEOLAE ON STEEr 1/16-xr MAX. ON SHEET 19 EOR 10 CLASS(SEE N Ew eADEOAAm (e RAGES eADEsO&® iBLADE mRiT 1I FUR EON 8mAr® (LOCATE ON 9EET 19 TOR ALUN.(LOCATE OSER / \ BLADES�&ON SIM 19 FOR '/�—� ON BAOFS O19 FOR &Q EITHER BLADES 0) ® PLATE. LOCATE 1/2 QA AT EITHER SIDE NN \ NTN. OF& I d.USE 1'OR /ton/2'SAS. I ___-- (FS APPUCABLE)az'x1/6'.0'-2'O Ifi'O.C. ALUMINUM CIDP ANGLEEr. . ----- \ (606]-T6 ALLOY)AT MIOHEIGHr 4 ®10.1/2'S.M.S.Top& (2)1/4'0 TAPCONS ANCHORS TO � � SEE OETAR%FO WALL AT I.O.C.(LOCATE AT SIDE CONNECIION OR EITHER SIDE OFQ) 1 OR 1 OR®' sEE oCON E FOR 1 OR ®�©'O'6O •®� 4 SIDE CONNECTION 7D TRACKS SEE DETAIL%FO TRAC s e•T a e 1�•®� TO TRACKS a v 6•7 o_e SNE CONNECTION ®�©•OT'Q`�'®� .®a, 1 END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL •ROOMED ONLY FOR VMS GREATER 114W 12'-0' POURED CONCRETE AL � /--E7l6TINc GV55 RROU�BLOCK WALL EXISTING 4 4 MIN.SEPAWON /1 1/2'S.M. TO MASS(SEE a 16' .C. MIN.S ARAT10N Y ----- SCHIDUE ON BEET TO a/SS(SEE 6 OROOR@OR it FOR 9A 19 AND COR I/2'NN. SI FSE SHEET ON 9EII 19 FOR ANCHOR O 11 FON HAOE mAND - - Ofl OR 1 OR 1 CONCRETE wM(D&a) 12'O.C. ON SHEET 19 FOR 4 ______ __ ANCHOR _ 0 S BLADES®& ____ OR� 16' 1 2 MIN. O.C. 4 ----- ED - - --- 6 OR®OROR 2•MITE 2'NTN. ♦nLADEM�AONNSHEETUI9 i0R ©W©OR(qOR(3OR@ VIEW Y 5 1 OR QST' PLAN DETAIL X POURED CONCRETE AL °R® "®'�'�'�'®'®' END S ALLAT ON CONCRETE BLOCK WALL •®�®•�©•®a REQUIRED ©'®'©'©' ©•OO HV BLADE OR HV WINDOW BLADE INTO ®•®�®•®�O•®� @ CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ END CONNECTION DETAIL(A) ®ate FLORIDA BUILDING CGDE Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. SSP \GENS 9'' A S S A BERTHA HVTN IL ECO,r,�. Accordion Shutter System KV.HALE#1 W/OR W/0 H.V.WNDOV RADE American Shutter Systems rv.x DEM—TOR DArz IRAwn m: NL. TILER TESTING&ENGINEERING COMPANY y;. STAT Mus K,9..—51.u....eW448.WgENS.—}n6 Association, Inc. 1 oLn 11-1sz y1s/1s wTe a/1s/ts .t•'••.• ORI Pimm:(JOSjBTi-,IIa.Faa:(5051871-16]1 4268 Westroads Drive = DRAWING No '�C� a-mom uire.wammn West Palm Beach, FL 33407 5 FSSip•.......�4E�De06T,9 , 15-085 A„fM,,NAL T a`�� WALTER A T81LT Jr.P.E P.E. JbA'} IURE/DATE F1Aft�'u`' H's' S SHEEP E f0 OF 20 i SCHEDULE Al SCHEDULE A2 SCHEDULE&3 MAXIMUM SHUTTER SPAN*"L+"OR"L MAXIMUM SHUTTER SPAN*"L+' IMUM SHUTTER SPAN*"L+' (ft.).FOR INSTALLATIONS Wor+��--�or OR'L-"(N.)FOR R'L (ft.)INSTALLATIONS 1 1An0N 1Fr.END ♦NOTES, .CENTERMATES+® ® VP, INSTALIATItlNS W/ W CONCRETE& WOOD (1)L+:IdAK1AUY ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.LOCK ®or®Of or dt W/ONE HV LOCKS MANSORY POSITNE ASD.DESIGN PRESSURE RATING. HD LOCK®W/NO LOCKING RODS or ONE HV LOCK or Gr® L-:MAK ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAlES & W/ONE HV T W/NO LOCK,G RODS OR W/NO LOCKING WALL 0.B,C.D.E, M.N.0, P.0, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F,K&L R.S.&V. LOCK®W/,WO LOCKING RODS TOP& (SEE NOTES t tt) (VAUD FOR MOUNTING Ql)1 (2)PROCEDURE TO DT.7E0ANE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G.H.1,11,J T.U.W&X WALL MWNRNGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&Wo00 CONCRtTE MOUNTING &M- Mwmon IYmIW wmwM GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING. ,Lqp otval A40.06ia1 A30.fRR" wSTAUATIONS 1TR91RE WNL MOUNTING iL00RVCDLING 1'm.c WALL MWMwo 1"aml¢ DETERMINE GATOWM SPAN SIG FR OM SCHEDULE MODUNTING & �cT no�+/oEAWORo MWNRNG GIVEN A NEGATIVE A.S.D.DESIGN PR M SCHEDULE. RATING, FLOQR/00UN9 MOONTiNG (.eR-1 Flao YOUNGNo DETERMINE MAKIMUM SPAN 1-'FROM SCHEDULE. LI UU I L-IR) L+(0 L-(19 LI(N Il-(N L+(N L-W O =UM SHUTTER SPAN'W OR 1-•FOR JO OR LE 16'-0' 18'-0' 16'-0' 18'-0" JO 16'-0' 16'-0' 30 IB'-0' 16'-0" MSTAllATI0N5 INTO WOOD SHALL BE LINKED TO FINAL MAXIYUTA ALLOWABLE SPAN 6 EO1W.TO THE 10.5 psF.AS.D.DESIGN PRESSURE RATING. MINIMUM OETFRNMED SPAN BETWEEN l+'AND'L 35 14'-10' 14'-f0' 15'-2• 18'-0• 35 14'-10' 14•-10' 35 15-2• I6'-10" 40 13'-10' 13'-Io" 14•-27 15'-2" 40 131-10• 13'-10' 40 14•-2• 15'-2" (J)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IJ'-1' 13'-1' I3'-r 14'-3• 45 13'-1' 13'-1' 45 1J'-4' 14•-3" t HV CORNER CEN(ERMATE/3 MAY BE EUSEDT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5• 12'-5• 12'-8' 13'-7• 50 12'-5' 12'-5• So 12'-3' 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10' 12'-1' 12'-Il' 55 11'-Io' 11'-10• 55 11'-1' 11'-11SHALL BE AS INDICATED ON MMOAT09Y N J2 FOR A CNFN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4• 11'-4' 11'-7' 17-4' 60 11'-4• 11'-4' 60 10'-2• 10'-11' NOTE/5,SHEET 5. RATING: 65 10.10' 10•-10' 11'-1" .11'-it' 65 10'-10' 10'-10' B5 9'-!' IO'-1' DETERMINE, LI+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" I1•-5• 70 10'-6' 10•-6• 70 B'-9• 9-4• L2+-MAX SPAN FOR FTDOR/CELLING MOUNTING 75 10•-1' 10'-I' IW-4• 11'-1' 75 Io•-1' 10'-1' 75 - B'-9' tt D(CEPT THAT LVJIDIUM SHUTTER STAN'L+*OR RMALATIONS. 80 9'-10' 9'-to` 10'-0' f0'-9' 80 9'-10' 9'-10' 'LAND MNOMUM ASD.DESTNG PRESSURE RATING FOR FGR A GIVEN NEGATIVE ASA DESIGN PRESSURE 85 9'-8" 9•-6" 9•-9' to'-5" 85 1 9'-8' I9'-B' 116TALLATION9 INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3• 9'-r 9'-5' 10'-1' 90 9'-3' 90-3" SHALL BE LIMITED AS FOLLOWS' DETERMINE 95 9'-0" e'-9' 9'-2' e'-10' 95 9'-0' 8'-9' MOI-CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO+64,-72 p.s.F.AND 8'-0-SPAN,SEE L--MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 B'-9' 8'-4' 9'-0' 9'-7- 100 8'-9' B'-4' MOUNTING ON SHEET 7. INSTALLATIONS. 105 8'-7• 7--11• 8'-9' 9'-C 105 1'-7' 7'-11• - 110 B'-4' 7-7' 8•-7' 9'-2• 110 8'-C 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7r'-3' e'-4• W-1 1' 115 8'-20 71-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN•L'+,'U+,11-0 AND t3-• 120 8'-0' W-11• 8•-2' 8'-9' 120 8'-0• 61-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 8•-B• 8'-0' e'-5' 125 7'-10• 6'-8' ALLGWA13LE SPAN AND NEGATIVE A.S.D.DESIGN PR6511RE RATING TO DETERMNE UMXMUN ANCHOR 130 7•-B• 6'-5' 7-TES• e'-1• 130 7•-8 B'-s WIND ZONE MINIMUM SPA3NO. 13s 7'-7' 8'-2' r-9' 7'-9' 135 7-7 e'-2' SEPARATION 140 7'-5• s-n• 7-7' r-5 140 r-5 s-11• ASTM E-1996 EGLASS 145 r-S• 5'-9' 7-5' 7'-3' 145 70-3" 61-9' TO ISO r-2' 5'-7' r-4' 7'-0• 150 r-2• 5'-7' 15s 7'-0" !'-5' 7'-2• 6'-9" 155 7'-0• 5'-6• 1 THRU 3 1" 160 6'-It• 5'-2' 7--1' 6'-Y 160 61-11' 1•-2' 165 B'-f0• 5'-1• 7'-5 6'-4' 165 6'-10' S'-I' 170 6'-9• 4'-11' e•-i1• W-2• 170 6'-9' 4'-11• 175 6'-7' 4'-9• 6`90w '-9' 6'-0•. 175 6'-7' 4'-9• ,ESD 6'-6• Y-0' 6'-8' S'-f0' 180 6'-6• 4'-W H V BLADE 185 6'-5• 4'-6" 6•-7' S'-e' 185 W-V 4'-6' 190 W-4' 4'-5• 61-6" !'-6' 190 W-4• 4- 195 6'-r 4'-3• 6'-5 195 6'-r s'-3' 200 8'-2• 4'-2• 6'-4' S'-3" 200 6'-2" 4•-2" 205 4'-1' G'-r 5'-1' 205 6'-t• 4'-t• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ' ®2015 EASTM META.SUPPLY,INC. BERTH HVTu ......aASS A IL EC O ANG. Accordion Shutter System 1iv annE @1 w/OR w/o H.v wt>oDW Fill.wE 1,1,a((4 _ TILLIT TESTING&ENGINEERING COMPANY American Shutter Systema G6ea;mGM 9.rz oRA,+N 81:wnv. o. 1� 1C * 6Xs Rn.36a.5t,Sh w!,N0.ra6L Grrsv2 MRW]31 /390a(CLtion. Inc. 1 OLD 11-192 4/13/151 DA 4/13/15 - = = 4268 Westroads Drive : = Plans:(309)8]1-11b.Fm:(IOSX171-1511 DRAWING No '• -tea:al.t000m.�„v West Palm Beach, FL 33407 J 0,�:•, wALIDEA.B�""'9 UPM . 15-085 �c G.`` FLQR </44/87 5 P'.FiA �� E/DATE 4 SHE 1 OF 20 I I I I � o WQ ZD 4 . S �• Z�CjN zo tog ukl! 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I t NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. a SUIT'IINTE SHALL MPSSi OF THE FONA'MM: t.A4aWR9 TOWALL,i100R M SOIID WOOD SOFEIf SPVL.BE A9 iDLL -SOUR0794 PINE W.2 w/o-I)M(NAS) -1/W OON O.SHEERS,AS 1NNUFACnRKO til LT.w.6tMDF)I W/IalONY EM9tDYEllf AS 9lORATED AT -DOUGLAS RR N/Ham(NAA) FAa1 nOM S I ITE 2 LC a 17. -SPMNI PIKE FIR NOFM w/0-0.43(NAA) El4fPMN:SEE NONE 2 6aoA -SP1610E PMC nit SOI11N W/c- A)(Nns) -uDt 1/2'COX PLlWO O "N (less AP AM�INS ro HERON =12 SNMBE AS PFA YOIDII6YC TYPE U,51617 17 A161 51WL MHmT OF LAC SC16.N5 AS PER I66 4012 SPFL67GAON9. 4. 9E F'SFNID FLMAWOV IC All.OF 1NE AECOIOO2l6alON5 AND SPEGnGUptS OF 1NE ANCHOWS HOMS WNUFANUFA CNAQL FWRMBUILWD111NG CODE(Non High Velocity Hurricane Zone 0 2015 EASTUIN MAL SUPPLY.INC. BERTHA H TM 11111 II tll/t A S S A Accordion Shutter System 1 L E C O T,o. ■ ■ ■ ■ KV.RADE gt W/CR W/O KV.W MW MADE ��P E�I,q�j^•. �': Amertean Shutter Systems _D,sue.no„ w.E DnMm e.: ru. TILLIT TESTING&ENGINEERING COMPANY A051 ens M� ^n•"• " DNmas fL6Pn.1 Asaoelatton, Into. OLD t1-192 4/IJ/ts DMe 4/t3/1s PMO°;(Sas)s7t-1330,Fm:CM)6n_15JI 4268 Westraods Drive 2 DRAWING No _k -m°s:6'6°c°Oml.wm West P.I. Beach, FL 33407 3 ° FB-0009719 4 15-085 *• 51pTr E0 r�W` wnaEn A.lwr,n.P.E. 9 SHEET . E01'M'w`F n°ROA Its N167 e 5 OF 20 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & (N HBLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS NTO WOOD WITH HV BLADE 1 NLY SHALL WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN R SU G SEE SHEET 9 FOR MAX SP & 1 PO TAT>coN OR D DES G SSU O- S 0 E 1 & AWORKING IN UNISON YAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/1 1 2'Yin.PENERxnm - TAPCON WRH ADVANCED THREADFORM TECHNOLOGY OF AREA 10 W/1 1/2'IRT.PENETRATION OF THREADED AREA TO OWING EXISTING W000 HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEEP 15) 1 m SETWINION I OR (SEE SLNEDULE ON SHEET 15) �® 114'0-2.J/4'SS.MACHINE 1 D34AEP ON DIET 1Iry 1Iry SCREWS GLASS(SCE W/114'-20 NUTS )-Il FOR INCE mPIp- s' 1.1Rry O 12'O.G I w SHEET 19 FOR Z El- DQSDNG I BAatsoa 777 z Gvg—( n 1 I I •� 1 oR .� IDWJ1 a k LOPIIONAL •.ac FMIDI .r WALL I EXISTING MN. ; FINISH 0x® 1 ( 214'AOW ®* I 2.4'C MIN, HEM7ER ftEOUIfiED 1 OR 214'WOOD IXISTNC 1 I • HEADER REQUIRED 1�'0 TAPCON OR TMCIN WITH ADVANCED MN SFPfMIIeT 1 I 1 THREAOFORM TECHNOLOGY G1A55-i ro PSAs(SFE I I MLI,PENETRATION OF THMY MFA ro I—SOEDIAE ON S EE YIN.SFPA NnON TO CUSS EXISTING MOOD HEADER, 1 It FOT eNE 0A•D EX6TING (SEE Sr.UE ON SHEET 11) (SFE SCHEDULE ON SHEET 13) OiSHEET GLA I SA=ID.® ~ 214'PAM.SILL PLATE REO'D. OM HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION 1 O INSTAL I I EXISTING FDOSfiNC 1-(SEE SGiEDAULEOONTO LASSSHEET 11) 1 r_(SEEH SCHEDULE ONroSHE�n) 1 MIN.SEPARATION TO GLASS I EXISTING 1IyD r WOO PLATE (SEE SCHEDULE ON SHEEP 11) 1 cLASS�i y a cLlS5---1 p1 j REpb. 1 _ 1/4'0-204$/4'ss. (1@■,fit 9 ) MACHINE /r�xs I�®Wnpll 1 NM.MNE SCREVlS W/ I I I SING OG-20 NUTS I I WALL 1/4'-20 NUTS O 12' 1 FINISH O.C. DftQB •:-r. 1 EXT® 1 Oft �•: 1 Da 1 _ 214'CONE. ' W000 PIAIE I ( ,n OR 1 ,t 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2' 214'COM. Min PENETRATION OF THREADED AREA TO 1/4'0 TAPGUN OR TAPCON WITH ADVANCED DLL PLATE E)BSTNG MOOD FIERCER• THRTO TECHNOLOGY W/1/2' /44.0 TN 1ADVANCED 1-5SHEEP 4 FOR 11PICN. N 0�FE REO tl. (SEE SCHOUL.E ON SKEET 15) W-PON OF THREADED AREA NTO PLYWOOD \\ WALL FINISH (SE:SC HEDUIE ON SFDET 15) E CISDNG MIN.214• 1/2 MN.CTUf] THREADFORM TECHNOLOGY WWTER ASSEMBLY ISSS•• STUDS O 18'O.G RYW000 FEDO. W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CM BE 1/2'KIN. NL COX PlXWOOD TffO'D. REG.,PlYYl000 TO BE WALL RNIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO IG MIN.214 STUDS O 16'D.C.MREO'O. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 19) suer TINT NSTALATION. �R STINHV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS N ACCORDANCE ACCORDANCE WITH WIM SECTION 2708 OF THE R&C. SECTION 2300 OF IXE O HV WALL SILL IN�'TALLATION •sEE AnONS of OF ©HV WALL SILL INSTALLATION F.aG gLADE ON � FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ..�"`��EF,A!r�C[%l'•,� BERTHA HVTN E c o�„�. A S S A Accordion Shutter System ■ ■ ■ ■ RV WIX#1 W/alt W/O RV.tWWOW HALE !,4 h. = American Shutter Systems x ... LUTE ouwx B M TILLN TESTING&ENGINEERING COMPANY ..3Rr.5t,sm.367.vRmuu fJR00rs.FumM.ute AJ90CIOtIOn. Inc. 1 OLD 11-192 4/1J/15 OMe 4/1 115 .Q, Plwne:(509)8)1-19]0.Fa :(]o9)a)1-1531 4268 Westroads Drive 2 DRAWING No �tN,�� -m s wt.mo„I_ West Palm BeachFL 33407 , 3 '.90,r'•.!PLORIOP•:'��.�� SEB-000619 WALTER A RLUT,o-.P.E 4 15-085 P.E� •44lI7� AlE Mtn Uc B 44167 9 SHEET N 18 OF 20 i INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR M HV & HV* BLADES(AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13ME n ONLY SH 8 ED 105,0 .S S PRESSURE RATING. S SHEET 0 A W"L//Fw I SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE n, & A WORKING IN UN40 T ISON YAPCON WIiNN ADVANCED 4OR '.B'(Mi.)DUSTING MR1 - EDGE(IF APPLICABLE) }` W/1 1FORAI TECHNOLOGY WOOD SM REQUIRED. STRUCTURAL ADEQUACY W/1.1/2'Mln.PENETRATION I/4'II-20.3/4'S.S. OF F�DSIMC WOOD BEAN D 7H G WO AREA EI 1• PWWPS TRUSS HEAD TO BE Comm BY EXISIIND WOOD EUISTING W000 HEADER LIACIBNE SCREWS REGISTERED ENGINEER OR TRUSSES OR -_ (SFE SCHEDULE ON SHEET W/1/4-20 NUTS ARCMIECT PRIOR TO RAFTER O 24' 15) 1 19 F 01 C.C. SHUTTER INSTALLATION, 1/2• 1/2' O.C.REONRED 1/4'.TMCON OR pRSIMG SOFFIT V" TAP CON WITH ADVANCED 3/4'M...THK THREADFORN TELFINOLOGY umc W/1 1/2'Min.PEMETRAnON 1.1 4.13/4" (6063-T6 ALL"W/ /4' 1'.4'.1/6'CONT.MAX TUBE z I I OF THRFABm MFA TO 114.1, ED.SRNG WOOD H FADER. a (3)5/16'.IAM SCREWS TD I (SEE SCHEDULE Ox SHEET 15) I 1 Or©Of 1© EACH PAF7ER OR TRUSS 1 Or Q Of 1© I LOCATE TAG SCRDYS A7 NDVIRYTH BER,(2' NON IDUSTING V OD MEMLL EDSnNG WN 2.4* 1 I OPEN ROLE AT EACH WRR11)W/2'Tri DOM HEADER REOb I SND TO ACCEPT PENETRA NOF THREADED G1A55 NTN.SEPARATION 70 GLASS SFE SCHEDULE ON SHEET 11) EOOSTWG I 5/16'0 TAG SCREW MFA VAIID FOR ( C1A55� ' AT CENTER OF NBE INSTAI&M D SCH LOAD MAI.ASD.DESNN LOPE MD ®HV WALL HEADER INSTALLATION I r3 uAE�a�s¢T a I e°° "' IHSTAUAMN S ONLY VALID 16amAc w saa FOR WOOD W YIN.SPECIFIC Iw tBe OOR®• , 1 fOR OttEmNO DAWN OF aS0 AS DO LAS IIAaSmY® I IU D) • FIR OR SOUnITW!NNE Na 2. 1-SEE 4EFS 4 F'GA ITPIUI sMRaR wSm1MY 1 OR® OR EQUAL. w"°"ir w'ro .HST�uu wY�° OT MILME INSTALLATION U CEILING T 0 1 OR®• • I I ED aA uM. I I ImL SEPARATION TO CUSS -1 t waamA+a I io RAT 1 I 1 (SEE SCHEDULE ON SWEET 11 EXISTING Nj gApD6m 3IT$ I 1 EwsTmM�J � 1 cuss \ll � i oxEs¢r�i I�j �1 I '� 1 I 1 I ANCHOR I / FDasnxSc,.�,I 8 I jFINISH II L/4 ©. 7 iLarnnON 3/ w wlas�ilEh4HFo me II o•�c RNWDaUiR�FDED M i y NOt' SCREWS O 12'we (NO,FINISH OR 2.6'UK WOOD DECK REQUIRED(NO FINISH AL1➢W'I) 2' 1OFDGE EDGE OF DECK 19 EDGE OF DEC( OECN F T APPLICABLE IT APPl10V11E APPLICABLE PHILIPS O/4 HEA �r - '2: 1/4'e TIPCUV OR 1 PfDLLIP"TRUSS RFiD I TAPCON WITH AMMCED W^' M&M ME SCREWS 1/4'0 TAFCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'W. 2"WN. SILL PUTE 1/4'.TARCON OR TAPCON WITH ADVANCED THREADFORM 2-YRL PENETRATION OF n1RFADED W/1 1 2'Wn.PENETPAnON O 12.0.4 REQ'0. "• TECHNOLOGY W/1 1/2'Wn.PENETRATION OF 1HAFMm OF TH MFA TO AREA TO EIISRNG W000 HEADER(SEE FJOS'ING WOOD HEADER AREA TO FUISIUIM WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SDE SCHEDULE ON SHEET 151 (X)Hy WALK-OVER INRALLsTION •a�iaEOtINSHF�LT 19 Fon WHV FLOOR INSTALLATION QV HV'WALL SILL INSTALLATION � � FLDPoDA BUILDING CODE(Mon High Velocity Hurricane Zana ,,�� B 2015 EASTERN METAL SUPPLY.NG. I •.,\GENS.... BERTHA HVTM IL E C O t.G. A.S.S■A. KV. Shutter System ` .tt:AOE g)w/OR w/b Hv wI)mv aA[E American Shutter Systems Ev, co=PIIDN GATT M- --a-. RAWNq-. d *� TICCIT TESTING&ENGINEERING COMPANY Association. IOC. I OLD n-192 4/13/15 DA1e 4/13/15 - z 9 :•Q "..•N.s.7s6.sL.sx am."xmaA oaODIT.nSRIv,ins 4268 Westroads Drive x Nwn.:005�B71-iST0.F..:(305)871-10.71 DRAWING No mca®Cn West Palm Beach. FL 33407 5 15-085 /GMAC ENG WAum A 1wT I P.E. 4 Y77Iq \AAAA` nsRM Uc r 44167 5 SHEET P.E. SEAL��'f�PAYURE/DATE I a 17 OF 20 I END INSTALLATIONS HV BLADE OR ct WINDOW BLADE INTO 2'=x4=' MIN. WOOD STUDS =•u•�.wmo 5„Im nmh 1'N'„°V.Yr9m r.r tma m mah. r.s•ima 4. roae px 'n'v:m amimia wu m` ro y4r w...e 4 sQ•S Rlt�� ,1 R„bKmwa ,n,. a;m: m„ In aim. P f a ami® I aR�m.® a ) 'o'ie�s.u. iia m� - - ate.�arrq•1"'-r _—_ tmatn+uni a.mw„ 5 4 I OR�� Sa:„eru\a Oq®• °A�5°I�'� 1 OR Q/� ®a x rm 1 OR @' s�'°,P/aa _ mc�recm�'i ®-(i•OO.00.00•Q�•®- 0°•0.0.0-0.0 O.0-0.0.0.0 END CONNECTION D @-0-9-0-0-0 I ETAIL I'9 ENO CO�IECTION DETAILQ END CONNECTION DETAIL Q9 END CONNECTION DETAIL � .1e9u„„a mu 1°„sruo 1„.v ub• r.4,aa�, 7•.,.,�,�® v.••i,1,n•�. >,',e'�`s"s ——— x„mw�a„ am p¢ ♦SEE UU A- OF USE F9R .. f1�orR m.o 4 4 BLPDE�ONR IEEf 19 as m w.&To mar 0m3-om0 Q R 5 yK 4 �- VIEW 4 Q®m•O•O-@�•®•0- mur.� r•rx.°m -0-O.00.O•®•0- ®.0.0-p.®. �a 0-®•o-p•©- PLAN O.0•QD••40.0•0- 40.0•®•0„•O.0- ®•(A-0.0-0.0 0°•®-®'®'®'® DETAIL X END CONNECTION DETAIL® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 0 2015 EASTERN Ih SUPPLY,INC. BERTHA NVQ, ' CEN ✓��''��� IL E C O,u�. A.S.S.A, Accordion Shutter System KV.RADE yI W1 OR W/0 KV WWOW BLACE • (�.'/�/�r.: TIWi TESTING Q ENGINEERING COMPANY American Shutter Systems 1/ITE DF � s4 n•,m�•yyl �°,a y�l Association. Inc. 1 oLD 11-19z 4/13/15 ave 4/13/ts •@ s:pas)s/1-lsso.P°=:(305)811-iSlt 4268 Westroads�U1dve West Palm Beach, FL 33407 3 DRAWING Na'4FS.;20RIDa.\�44�, aa-000ml9 4 15-085 S/O pL ANG`: W.L A MUT Jr.P.E P.E.r;W&NV'1)RE�DATE naRa U�/44167 s SHEET e IS OF 20 I iT. • �ILY/'Y.Y"`L:J ♦GENERAL DM"ATIONS 0.Y3 CONDOlONS OF DSI•FOR RFRIFIA in A G ® ® (P (P '=M2 iGiIR h110,-110 pal. 2.MAX SHUM SPAM 98' S.ALLOWED WOUNBNDS.A D.c a N ON SIDEIS B.7;As wELL AS g--05 �4) wCummGS EL O,T.U a B ON sHOETs 18 a 17. �Ly� OO y `4 5 E"2 g&&(BmY �EOr�DPWSINO 5 P 4 0BE 16o TVP.EA 00 5.IN NV RWOW BLADE lO MULL OIAY NLOW A UNUMM OF 5 O Nas (3'A NIXES)FOR®PFA BLADE AT SPACINGS SHOWN ON SIff.E1ET l UA%.5 MFIDOwS (�YOL CIJi1RANCE FM TOP OR BOTOU EDGE OF IN wNuaw RACE® AL1AwED AT NV °N Of ANY 3'0 FOIE GDR�MALL BE 12'. WWDOW BLADE (CWS BLADE GIME CORDO 011f FROM STARIBS AT BO6 WY BE fN (D)W MUCCR BLADE 1Q UUSf BE USED NIQUNIE TO A SOLID HV BVDE 10 71WO12IIOUf SlIVIIFEj( K.US ` TEs SHALL AIWAK BE IISTNLED ANACENT TO A SOLD W N 2DE 1 AT BBTER 510E OF TIDE. SEE DO (h POLVEARBOW1TE NY WRDOW®4WL BE INSTALLED n§1110 FACE CONNEcnom $ THE N173 OR OF TIO:0PE11P1O BF1NC P'RLn'OIEA IN VINBOW�1 IAM BE OErARs ON SHEETS i ONLY PSVLLID AND LOP" SING A IN SETIM TOOL PROVIDED BY ASK 10&18 T1P. OyN� INC. RRL HOW. �R B.SEE ANCHOR SPACING SGNEMU FOR DMVUATIONs WIO WOOD FR.T • 1P g° BUILDINGS ON SIffET 15.AS LWED By SPAN AND DEMON LM(SEE NOIFS 1 a 2 ABOVE} S F� 7.SEF ANCHOR SPACING SCHEDULE FOR NSNDATIONS LNM PoUfYD CCNCREVE.OR CONCRETE 81=WALL ON SHEEIS 12 a 13 AS LROED BY SPAN AND CESCH LOAD(SEE NOTES I a 2 ABOVE). (5EE S.UIDNY SURARABON TO CLASS SCRE ULE PER ASN E-1998: 0 I N t1P.P h BafNYFOR REQU� ) wll0 ZONE IaNDRY SFPARAOCW TO QA}5 "M M 1 7MN] T' ELEVATION °L SDR °N TO GLASS COMM SnmAE W SIEEff 1I TOIL BIII£m &W ���-- -- _--__-- AND RI OLS 51EET F0II BLADES IDC ttP. ( 1 \ 4 ® 1P. j STY CENIBONNTES®® \ �` / W/ May'ANO _ i W/O ( NOTE 4 ABOVE) \ I PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE611► SHUTTER* ---- N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone `AAIA1VT11�111A1111*�AVVVA,i O 2015 FASrm METAL SUPPLY.INC C Accordion Shutter System _ IL ECO1NC. AlSNVNAN HV.RAE#1W/OR W/O FEV.WIDW RAE TIWT TESTING ENGINEERING COMPANY American Shutter Systems OEsoaPnDN DME mNWN BW LEL. STATE OF *' °TSf Nx°8°`51'•°i"°6A`9®1°1 a"m°c F1DRw 5" Association, Inc. 1 OLD 11-192 4/13/15 OAIE 4/13/15 ¢, @ hone:(30.1)8]1-1530.F (30(s05)671-1W14268 Westroads Drive P2 DRAWING NO • �OF� F(OFIDP .�r44;`.� °-t 1N,co0amwm West Palm Beach, FL 33407 3 R A.a sr,9 , wA11FR A BILLI L.P£ 15-085 P.E.'gQNlal t3lI E/DATE Fl°RaA LF`'y u1Br ° SHEET 4 9 OF 20 111/2•.0.035-,NRIt INSTALLATIONS W/ n HV BLADE & HV CENTERMATES ©1 2.000-M.. A- (- Nin ASM 653 GRADE w ,'VAR1E5•... IGn.0-60 mv.SIE£L :::'�-.'a9x:" NET&M.AT I6.O.C. :•;:)� 436 INTO METAL STUD WALLS * L as 40 41 0 0 -' — I/2' 475 * 43 1/4"® NOMINAL N 0 S ALUMINUM SLEEVE 1 3/i1 a I/V.ami•THKR um. 43c 430 17 r e FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY conn.cuv.SIE9.11W3(CHANNEL c 61 O.C. o.c.r- SYSTEM INS FALLATION TO METAL ST(D WALL Am A-653 aNOE a u;v c-66 �-� SEPARATION TO GLASS SCHEDULE 3000- GAL W/(2)Zm FASTQlm m SVGS May W/(z)q'Ir me scars av ELSIWG nNISH 9 1.MAX.A.S.D. DESIGN PRESSURE RATING:+75. - 75 (psf) unT36pR a D6E.FACE AS APPuueL>= / d 2.MAX SHUTTER SPAN:84- WIND ZONE MINIMUM MIN.SEPNWTION f5 ASTM E-1996 SEPARATION u6 L2nc0(+t- Exlmxc class m GLA55 E 3.ALLOWED MOUNTING:MS ON THIS SHEET. 7D GLASS � O (sEE scumul>7 u, t THRu 3 )• 43 1/4'0-20X3" BOLT 4.ONLY ENTERMATE 21 W/24 1- HV LOCK ARE ALLOWED MUST PENEFRATE (np.) 3c WFR( RRA 21 ANGED A METRICAL LAYOUT. O E USE O (2)3 (6-LONG, MINIMUM)MUST ALWAYS BE 4 q• 1 3/41 a 1/4•N O.me'L U, EYIS"'G FlN T INCLUDED AT IDR OR INTERIOR ACCESS SIDE OF 1.373. ASnI M611 LRIGE/OGNY—No- „60 I As aPPucnBla I I CENTERMATE, I 250. I- oso' CALVAVMID FA5IENE)m 61666 x/(2)/6.1/7•TUC scows oN 433 43e 61Ia60R a EX1E160R FACE O 6.O.C. 0 6.O.c �i _ n3 )/4.0-20 THREADS • Er _''.l B ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR ® 1/4"A ELM CONSTRUCTION lYl� V2• 12 CENiERMATE 21 APPLICATION WRH BLADE tO PRODUCTS FAB-LOK HD t„_---- 43b 9•A I,/2-'am-MCx s Y ':� a 6-D.C. COMPONENTS w..ASTM a-es3 GRADE a ., Ma..Y 80"LT� :! MS SHALL HEADER/SILL INSTALLATION YETAL SmOS AT 1fi'0.F EMSDNG FIt6SH AS APPUCASLE SCALE 3/8-=1- (TW.TOP a e M) -------- — 134a61/4-.E74. .G W..ZE%ISFINC GI,ISS _ _ _ _.GN.V.S1FIl TRAP(GHMMV- ..... ...........:_... ;.`.:.. - _ _ _ MAIN.=FASTTNm TO SNOS G .. .>. . 0 436 43c:'•': : I "'” SYMM RYCAL - _ w/(�)!sn/z 1Ex sr3lLws oN 43 . :,,:.... .::.���i +: ".�'. :NIN.'SFPARAlION::•. "CENTERMATES W/': I ' :'i MFAORaFFFE08FACE TO CUSS ;,2- :.• (SEE scHEDULE)."'. ;EXTERIOR ACCESS SIDE,"I ;.INTERIOR ACCESS SIDE I dl 4 3 ) IN (6 Min.) IN 2 Y — 2)42 21 21 21 ' 21 LorATED AT 12 -- __ _ ' — -- -- - Rv HFADFA/4Li'ENDS VIEW Y 4 12 3 t/4 3 (6•M'D') 24 SIDE CONNECTION TO TRACK (cont.) 6 1/2-(Typ.) 6 1/2-MAR.SLACK A hyp BLADE SLACK DETAIL HVF BV_E FLOPoDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 111unuDlnrrr0y ®2015 FASTM METAL SUPPLY.M. BERTHA HVTM ASSA IL E C O INA. A.S.S.A. Accordion Shutter System KV RADE 81 w/OR w/b Hv vawoW HALE *: (' 1F1 '*= TILUT TESTING A ENGINEERING COMPANY American Shutter Systems N,N 6rsc.— GAm GRA„e: uL 6,115 rix,,,,,,,s�.Sx.OGs.wmwA nADoa:Tiami J]1e Assoclatton, Inc: 1 OLD 11-192 4/13/15 OATS 4/13/15 STGTF nF (]05)311-1110.Far;(]65)6)1-1111 4268 Westroads Drive : DRAWING No O.t`: F(O" R10P..'i`��.`` .- P tl6awO a— Wes( Palm Beach, FL 33407 3 F4S�S,��••• 'NG��o` WA m A T'1.P.E. 4 15-085 P.E. Arije;DATE u'67 SHEET s 20 OF 20 FLORIDA 011PAMMONT 011 miness & 1 0' e - _ftm"T BCI'Home E Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida r i Product Approval It USER:Public User „o:c�ttls�t-s I Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-R3 Application Type R slon Code Version 2014 Application Status Qpproved I Comments i 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 I 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 a 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 12/31/2018 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES, INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.pdf 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 i i 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 FL12246 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.Ddf 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 INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.odf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department-with an email address if they have one.The 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: C Z, Credit-Card Safe i l i 1 r GENERAL NOTES; B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATT.AND SPECIFI ADONS OF THE ANCHORS MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT"A,.""DOCUMENT T[.EA.))HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SMALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th BOTTOM)OF THE FLORIDA STRIDING CODE. -3/8'00 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS.INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MAUI-DADE -1/4%3/4'SOLID-SET MANUFACTURED BY ALL POINT,INC. , /aROWARD COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILTI,INC. DESIGN WIND LOADS S HALL BE OCIERMWEO AS,PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16-0 TAPCON MANUFACTURED BY RW BUILDE%,INC FOR A BASIC WIND SPE@ AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A GIRECDONALDY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBG EDGE M EDGE DISTANCE AND EMB AND SP ARE BEYOND ANY ENTIO MATERIAL AND SMALL NOT EXCEED.THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU IB R 20 now 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 L00% EDGE OTSTANCE O/DOX CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU IS a 20 THRU 26. 3/8-001 1/4'CALK-IN 3 3/4' 4 1/2• 1"/1/4 (3000 paQ NOT ALLOWED 1/4'OA3/4'SOLID-SET J' 3' 7/8'(3000 Psi) NOT ALLOWED 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 3/8'0 NARK BOLT TL 8' d' 2 lj2'(30D0 ysi} NOT ALLOWED A 33,5 INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS HDL USED IN THEIR ANALYSIS.FASTENERS 5/16.0 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 p!i) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.O.S.2012. NAUTILUS ROLLING SHUTTER 6YSTQdS AGEOIIACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN /p,ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. ACCORDANCE WITH SECTION 7609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOU7N idA ii,170.12,12A 73&13a FLORIDA.REPORT p 1030.01-08 AS PER ASHIIE 1998-05,E 1886-05 AND E 330 STANDARDS,QWMIMNC INSTALLATIONS FOR WIND ZONES 1,2,3 k 4,MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION _KWIK BOLT i2 EXPANSION ANCHOR MANUFACTURED BY HA71.INC. INSTN.2ATtto" AS QEFIN@ BY SECTIONS 8.2.1.},6.2.1.2 AND 8.3 OF ASTM E 1998 SEE SHEETS 79&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI.INC. FOR ADOIPOHILL UURA7TONS. I �-W@CE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TDI ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONEDANCHORS SMALL BE AS INDICATED BELOW OR AT ABOVE MENTIONEDSHEET. 4.ALL SCREWS(E%DEPT ENO kEIENRON SCREW T TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 4.+i EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT 0 LOOK YIELD SIREN ANO 90 Rai TENSILE STREN R CORROSION RESISTANT COATED CARBON STEEL AS PER DW -GROUT FILLED OR 50018.ALL S.O.S.ARE TEK SCREWS MANUFACTURED BY TRY SUNDEX at SMALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING 0 100% EDGE DISTANCE 0 IDO% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.$.4. 3/4'm KWIK BOLT R 27' 9' 4 J/4'(3000 Dv) NOT ALLOWED S.BOLA TO BE ASTM A-307,GALVANIZED OR ALA 304 OR 315 SERIES STAINLESS STEEL WITH 35 b3 MINIMUM I/2'm LOOK BOLT TZ 22 1/2' 7 1/Y 3 i j4"(3000 PSI} NOT AtLQYtEO YIELD STRENGTH. I 3/8'0 KWIK BOLT TZ 6' 4 JJB' 2'(3000 PS)) NOT ALLOWED 3/8'a MUS-H SCREW 4' 5' 2'(3000 PSI) NOT ALLOWED 6,NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS 56.095,225 AND 17.409,980. 3f8'0 WEDGE-BOLT 4 1/2' 4 1/2' 2 I/2'(3000 F, NOT ALLOWED 7. ANCHORS TO WALL FOR SIDE AWL SHALL BE AS FOLLOWS: 1/2"0 HOS-H S"ESR 1600 847 6' 6' 3'(3000 PSI) NOT ALLOWED ® 5/8'0 "MS" OR""BOT 7 1/2' 7 1/2' 2 1/2'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN.30001-_-PA­57RENGIN. - 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY IIW SUILOEX.INC. TO PREVENT WIND/RAIN INRTUSTON.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. NAIR BOLT 3 ANCHORS AS MANUFACTURED BY WLTL INC. 12.T SMALL BE THE RESPONSIBRRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 15 TO BE ATTACHED 70 AI)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL.BE INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE.CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5 1,WO TAPCON XL MCILOR514t 2 t/2"FOA 3`C KINDS BOUT 3 ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WTTH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED Not O EMB@HENT IMO STUCCO-SHALL SE CONSIDER@ AS PMT OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT 6 APPLIED T0. _ A2)MINIMUM EDGE DISTANCE(EDJ INTO POURED CONCRETE SHALL BE: 14.CITING MECHANISM NOT PART OF 7{05 APPROVAL. 4'FOR 5416'0 TAPCON XL ANCHORS&5'FOR 3/8'0 KERK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15.(m)THIS'P.E.O.PREPARED BY 7X15 ENGINEER R GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT;i.e.WHERE THE SITE A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BktCK PANELS.VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P,E.D. THE EXIBANEIs WALL OR FLOOR,ANCHORS SHAH BE LONG ENOUGH TO REACH NNE MAIN STRUCTURE BEHIND (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS (B}TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL'ASiM G90 P.ED,PROVIDED WSHE DOES NOT DEVIATE FROM THE CONDIRONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPOHSIBIMTY. -5/16.0 TAPCON IS.ANCHORS,AS MANUFACTURED BY ITW BUILDER.INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WNL BECOME THE ENGINEER OF UNIT SHALL BE'94 1 4'. I RECORD(EO.R.}fOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS NO EMBEDMENT W1�STUCCO SMALL BE CONSIDER@ AS PARE OF TME REQUIRED ENBEDMEM. A DIXE04TE0 ENGINEER TO THE P.E.D.ENGINEER.SMAJL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2)MINIMUM EDGE DISTANCE(ED.)OF 5/16'OITAPCON XL ANCHORS INTO GROUT FILLEDCELLCELL CONCRETE THIS P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL RECORD THAT PREPARED T. B.J)IN CASE TWAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS Si L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND I6.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOS EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CEDE (C)TO EXISTING WOOD FRAME BUNTING:SPRUCE PINE-FIR-SOUTH(G-0.36),DOUGLAS-FIR-SOUTH(G-0.46)OR A�IU AL1 !� SHALLDONL BE LASED SOUTHERN RHE 12 Wf G a D55 MAH. I 'V FLORIDA BURRING CODE(Non 109h Velocity Bvrricane zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITU BUNTOT.INC. :• �,� S •� Oto+!TILT[GO PIC. OMAN cru F' : -- Nautilus F I r CA)MINIMUM EMB@MEM OF TAPCON%L ANCHORS.INTO THE WINO FRAME LINT 5}MyL BE 2 IJ4'PHYSICAL 7 N Rollin Shutter System THREADED PENETRATION. - /41R. C 9 7' �� NO EMBEDMENT INTO FINISH MATERIAL SMALL BE CONSIDERED AS PMT OF THE REQUIRED ENBEOMENT. 74 L IL E Ci O 2Nc. EXPERT SHUTTER SERVICES INC. _ *� LMT TLSRxp•[NWN[ElUx9 COMPANY C.2)BEYOND EDGE DISTANCE(BOJ OF TAPCONIMCNORS,INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS +�qQ �'(AI' FrZ'*,. u,w 1620 S.N.BRTYORE STRRT 15_071 BEYOND ANY FINISH MATERIAL ••.G+' w.,.i owPrrF-,m.rtM,iv, :O;,••.F�OR(DA 4V�� �-",nit tA+.caOwtcam WILT ST.LIGE FL 3a984 ORANpa Ne C.3)W CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON (C \'���� L9-ot o4Tt9 PNa2m 7 nn-Cosa.rug tm}An� THE EXISTING WALL OR FLOOR.ANCHORS SFIjLI.BE LONG ENMGH TO REACH THE MAIN STRUCTURE BEHIND IrtOwW 4 j i,'+nrE - sllm + of 26 SUCH PANELS. P Y+'• •••\ TE N �II F.eNe.B gg IH/r10 k4 NS �')•a�s:+�0s N2 N3 ua1 .. —•a')`i• ••.�x� •Aaa r �F m mxz P>e0_ 1PoAaxExO NMom11l1o11a1[trsrWritot"A aOPTION H1(.ONO-AWOIIMnurt euse".a.CLCS•,yHWOu•sANrt1TuJF6xMsDAFesDrwEauYIFLsnR5AE1EmseAE�OsDASsxRmntY6FcxRxaLVvi sRs6uaR AloC�,sIw eUsO� xto :ADpa"OsU1'IN"�"I1A"W,DsI en#sw2tarwwtEolwwa�,s. rmm OC0 TAILrcaAINO.u 191A u—Q. FW1k40mp 09R) SLATS 6@1 STARTER SLAT w' wl'amte rn rsrxcu�xlaaulrn im utrtnw OB BASE SLAT r ry alE Nr-r' lrn DETAIL:B im `EUEaNWAALLQx .x�m .xw _ vr•r R a u is _ ACWo BUSHING '9 6 _._.___ l0.ao0 _— N E PDOtL5 a1 AxO RI .ix ix .t.r r � � � ' y Twsnerww lsanm tl 'Irm.j IIm.) rvadE smfss arrmDsmam .t - —z•x.— a O BUILD-OUT TUBE 61exim�tiaodaus tesla 6oe1m AluulNW Allrn mA NOIONFO Aa+ACT:85LMt �r .oro ©RETAINING SYSTEM SCREW BUSHING OD SIDE RAIL* O BUILD-OUTTLIBE Et BUILD-OUTTUBE '�• ' acw S-E. ulm asesra utu.6NLwxlrn eoalre uu�NUMuIm anMe vr•r � "'1 *YUSr BEE='S.rn SHUIIER MANUMRIRER TO ALLOW FOR A MMMOM -- 0.050'CIFAAA CE BETWEEN SrAEW NM ANO A —a00o• . G1a1y WALL AT NON m1x E GOSmONS. •1 x.aao z000-� E3 BUILD-OUT TUBE ama-xealuaeNUMAuar OH 114.0A3/4•ITW/BUILDEXTEKSCREW w G.eax�L OI 5116'0 fiW/BUILDEX TAPCON XL ANCHOR GRaox sT[EL srxe trr•r F mSTORM BAR 100e •� JO3/8•0 HILTI.INC.KVAK BOLT 3 ANCHOR nse utwWNwulrn © 4x7 MUU LIONN cwea,rErL OF TRAPPED ANGLE © 4x6 MULLION G7 4x6 MULLION sa41Teµ Lm. UlpuuNln/p suEe wAe,.r•t emsmuuaaxuM xLrn 6001 SC4E MxUN AIIrn eae,sulE atAurn scue sa•r �a°TTI p.TILC/T�'% FLORIDA BUILDING CODE(Non Bgh Velocity Hurricane Zane) —e Nr— �•�:' 'L pxats IAmCO We. mown er: �3Q,..�pENSE '•. Nautilus rx. Rolling Shutter System aVtoi,s Dart r T6srl a[NaxccRixc co11. EXPERT SHUTTER SERVICES INC. �b�!•W� taxa S. ellrxcAE srx[n 15-071 COMPONENTS STp P :��,_ :I� N,�o� 1..-,vy 11RTa1.L-, r.,1111 �''�'•. fLOyRpA1� v -omanv xoc resat x.v-vasa.nN mn ext-wvx snawwc x. P.f/j r waLmA A tRlrt 44 F.[. fill` °T lk./Illaa SxaET t Or36 I i tt t4 11 ( � tl JJ"7t6 t s I e 1 SIDE/END CAP T 1 8 2 HOUSING(BACK&TOP).040 THICK B 3 HOUSING(FRONT&BOTTOM).040 THICK °O i. 4 SPRING BRACKET a O 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE ' '� I 7 SIDE RAIL(MAIN SECTION) r ` 8 SIDE RAIL(COVER SECTION) •� r STARTER T 0 ALUMINUM SLATS 1-10 � 11 ALUMINUM BASE SCAT 12 TUBULAR MOTOR W" 13 MOTOR BRACKET d 14 SPRING,GEAR&MOTOR BRACKET BOLTS ,O 15 HOUSING(BACK&TOP)FASTENERS 0 e 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS d 1-0 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 25 IDLER BRACKET WITH BEARING d i BOX&END CAP ASSEMBLY COMPONENTS I ,o ttUt14»Nryf FLORIDA BUILDING CODE(Nan)r9n Veiocity Hurd—,Zone) •ft�F(, tip .....E..... r, Nautilus •�.: \� NS`C•''•,QQ+q Rolling Shutter System w/,o/u SJ7 1L ECOopec. wrz 3 x nwr tEannc a Ewcmaniwo oosP�wT EXPERT SHUTTER SERVICES INC. 15-071 Is+),r,-.aW.ra' .(fin-ivy f� P T W.WPE.ft.ul" '4 STATE OF ?� '-w_00001a^aii°v'-"m ter:aao wo--.r.,c cm,mr Ad wiattn w rwr+i i E. snnr a«ze•.6 EtnRw ur.I•si i BOX Y/6& Y/7 BOX V/9 , @�ORjR ®V/9 K (0,4 Y/6 & Y/7 END CAP - ` '-END CAP \ END CAP ®I END CAP— SLVs SLATS 12 12 SLATS SLATS SL I 63 Burs SLATS SUTS /A SLATS 65 § 15 sun � suns IN /6 SLATS ® �Q SLATS 0/6 0'/6 / 0'/6 17 ®T SLATS H — SLATS 18 Suis p SLATS p (Typ. Ea. END) (Typ. Ea. ENO) O9 -suis IB scars A q (TVP.) (TYPO B'D /1D so s SLATS /// ///: //. /�,/ /,• /. /./ // STORM BAR SPACIN / / �Y/6 &Y/7 (SEE sxEEr zz - OY/6&Y/7 uo..SLAT SPUN a/ ©V/9 ®V/9 -(SEE SCHEGULES ON SHEETS 15&20) SLAT SD N TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS * ** (SEE SGNEDULES ON SHEET 15)-- NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR cL&T INSTALL&TION GIVEN A cHUTTER HEIGHT: * CASE 1: SHUTTER HBGM EQUAL OR LESS THAN 11'-0•APPLICABLE TO INSTALLATIONS W/0 STORM BMS.W/STORM BMS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0•. (ej CURTAIN SHALL STMT W//1 SLATS AT TOP.FOLLOWED BY 12./3,.....THEREAFTER,ALL THE WAY DOWN.EACH SLAT 0 SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE MR ADDING SLATS DOWNWARD BELOW/t SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLATQB NUST BE ALWAYS INSTALLED. ** C :SH ER HEIGHT LARGER THAN I1'-0'APPLICABLE TO INSTALLATIONS W/O STORM LLIILLIIL FLORIDA BUILDING CODE(Non High Velocity NuCricane Zane) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0•. a�`�rGR C(/lam/ D2ols MIETA wc. Ot \I aRAwH e (a)CURTAIN SHALL START W//1 SLATS AT TOP,FOLLOWED BY®2./3......THEREAFTER,ALL `Qom•.•."""••• ✓9/ice I V Q u t I I u S THE WAY DOWN.EACH SLAT/SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT y�;�-�CENs y ROLL(0 Shutter System - NUMBER.PROCEDURE MR ADDING SLATS DOWNWARD BELOW/1 SLAT SHALL BE .L%�-'��Z� 9 ys 0./10/15 CONTINUED UNTIL/10 SLAT IS INSTALLED.AFTER/10 SLAT IS INSTALLED,ADDITIONAL#10 IL E C O Iqc. oAr[ SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. IL;�'"J'V�L, � snot a[HCIHN�[Rlne cauvA EXPERT SHUTTER SERVICES INC. -'� - /zf..k u n 1626 B.W.BRIMORE STREET (b)BOTTOM SLATQB MUST BE ALWAYS INSTALLED. *'. mMa1t 14Te.u0ovLDml:lvyu 15-071 mu ST.LUPE.ti]0.960. pMwe1G Na q'• STATE F •� E9-0006Tre"" L6m)o.o-ods.rAc M4 m1-woo leUt . jtlL�plrTWROPoM tic.1 I.E E 1 6N[CT A OF 36 /'0.o../ONAL ....` ` - i Mm.MUtuDN SPACING 1 W-1/10 OR W-2/11 OR G OP @ Or mSCIET OOr 0 Of® (�W-3/1208 W-4/13 ON SHEDS 24,23&T6) �W-1/10 OR W-2/11 OR ( Mw.MIAtON SPACING O RUR /��, Mw.STORM BON SPED 2 y (�Or Lel' OF® W-3/12 OR W-4/13 BOX (SEE$CNEWtE ON SHED 22j ON staTs 24,25&26)ULE � �V/8 O(rTP.) BOX END CAP-- I I I END CAP­-IfII 11 I II II I I t II it 11 I ti II T I I I I I SLITS I I I I I EATS I II II 12 I II �I z I I I I r SLITS I I I 11 SUTs II II _BJ ;R I II it B3 i i i i i suis i 8� i i P 8aP 8 .i uTs I I I I -#4 K N I T _B4 SLATS SEATS � nn��' I t] it 4N I II II 15 ON N� I II �I $ � SLATS N 0 8 O 8 I I T SEATS z o o 0/8 I O B l i .I QTS 'ss / i rI It 'zo Gr� t I1 �t S.1T I II II svOi /'T I I I SEATS u „ T 1 1 i R 8 3 SUITS (TYP•) R 8 b ijj '^ (T110 11 rR 8 or I I Gr 1 1 Gr I I Dr B6 i I IR'f8 i i R'f i suis I R'j8 I i R' -suis isD R/8 D " i i (Tm Ea.ENO) R f8 I I i (TYP•Eo.END) ../8 I R fa I I -R/11— SLATS Rf 8 Rj8 I SUITS Or OrII I I Or II Of IIIT I R'/ I I R•/ I I I I I II R•/ I I R'/ II II I I I I BIO I !I t I �)to I I I r I I I. W-1/10 0R W-2f 11 OR �{y a uix'STORM W SPAIN / / (Id W-1 j10 OR W-2/110R t1 (SEE SHEET 22) V' µi_3/12 OR W-4 d V/9 W-3/12 OR W-4/13 (TyP,) /13 (TYP.) Max.SLAT SPAN i Mox.SLAT SPAN Maz.SLIT SPAN Mox.SLAT SPAN Max.SLAT SPAN Max.SLAT SPAN (SEE SCHEDULES ON I (SEE SCHEDULES ON (SEE SCHEOUIES ON (SEE SCHEDULES ON (SEE SCHEDULES ON {SEE SCHEDULES ON SHEET 15) SHEETS 15&16) SHEET 15) SHEET 15) SHEETS 15&16) SHEET 15) TYPICAL CONSECUTIVE S14GLL UNIT ELEVATION, a, " TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION • W MULLION & W/O STORM BARS W/ MULLION & W,/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, NOTE: SEE SHEETS 2 &3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: a CASE 1:SHUTTER HEIGHT EOUN OR(LESS THAN 11'-0•.APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO II'-0-. CURTAIN(a)DOWN.EACH SSWSHAUL TB SHAUL CONSISTI OF FIVE FOLLOWED SEATOF THATBSEAT NUMBTMBEgR.PROCEDURER ALL FFORT ADDING SEATS DOWNWARD BELOW 11 SLAT SHALL BE CONTINUE UNTit TOTAL SNSIRER HEIGHT 15 COMPLETED.O11ANHtt OF FINAL SLAT NUMBER INSTALLED BEFORE 66TTGM SLIT 1(AY VART WITH SHUTTER'S HEIGHT. I ,1'1�1A iIIIIII ll 1FlTk FLORIDA BUILDING CODE(Non High Velocity Ru"it—Zone) (b)BOTTOM SUTQB MUST BE ALWAYS]WALLED. Q' ✓ Z O201s mTEc.HO OPAxx BU rS�.' CENS ' 9 TA{. as CASE?:SHUTTER HEIGHT LARGER THMi•it'-O'APPt.ICA6LE TO INSTALLATION W/O STORM BAR AND W/ �? F t]i.J i LI S MULLIONS Wj NEIGHS LARGER THAN 11-0•. R61IIng Shutter System 01 w's (a)CURTAIN SHALL START W/it SLATSI AT TOP.FOLLOWED BY 12.15.- THEREAFTER ALL ME WAY � ~� 1 L,,,,E C O INC. DOWN.EACH SEAT 1 SHALL CONSIST+OF FIVE(5)SLATS OF THAT SLAT NUMBER,PROCEDURE FOR -*; r'•7 /S`:'k_ ,wr",tsTlxa'x cxmNaRlxo coxrANr EXPERT SHUTTER SERVICES INC. ADDING SLATS DOWNWARD BELOW/4 SEAT SHALL BE CONTINUE UNTIL 110 SLAT IS INSTALLED.AFTER :+O•• STAT OF •Q: x++i WiNrplu.r °•(afpn-,itiTlR FOR ST. RANO'[STREET 15-0]) •E{✓.� .-rtaS ta.cUsaelsan PORT 5f.Ut(TF.F4 aseaA axAa➢Ya xa HEIG t 45 INSTALLED.ADDITIONAL 110 SUIS MUST 8£USED TO COMPLETE TH£TOTAL SHUTTER .HT. ,Ft fl 10p.:``••� ,MUEA ,aoOBw,'T';..P.c Pnt wLA" Raga Ue.F 44167 sTlttT S e1 TB (B)801TON SLIT B�MUSi E ALWAY5 INSTALLED. A 1C II 11111111[1 1 5/16.0 TAPCONS%L W POURED- —5/16'0 TAPCONS%L W/2 1/4'Mi, I'.I".1/B'0R 2-.2".1/B' 2 1/%'u;n.EMBEDMENT CONCRETE EMBEDMENT @ 1'0.0..0.060'GALV. 1ALUMINUM1/8 TUBE 1/4 0.3/4'IM BULDEX TEK SCREWS h 10.0..0.060'CALV. / REO'D STEEL WASHER O 2N'o.c. 1'O.D.lO.O6O'GALVANIZED STEEL STEEL WASHER 0 ZA'o.c. .•/�. / j j i�::� 5/16.0 TAPCONS XL W / WASHER O 24'..E. 2 I/I'Mm.EMBEDMENT O O 24'G.c. L POURED CONCRETE / I/ �; / POURED CONCRETE OR CRETE FILLED / `v / I OR BLOCK J � CONCRETE BLOCK \ \ WALL REQUIRED. Cl / WALL REQUIRED. / /% �/• EDGE OF / / EDGE 0I OPENING -O O OPENING M E%ISIINC / EXISTING / EXISTING G GVSS��: CLASS- - / GLASS—'t: / (BEYOND) (BEYOND) j (BEYOND) SEE ANCHOR % GI W -/ + SEE ANCHOR SCHEDULES ON W _JJ r W SCHEDULES ON SHEETS 16,t] / Fz SCHEOUE ANLESRON '-E7 F SHEETS 16,17 I a,A h 16 O o SHEETS 16,17 / k'o h 18 '= NIB / A A O.G�ARATION % s Mn1.SEPARATION LTi Alin.SEPARATION j w TO GLASS a TO CLAss (SEE SDIEDULEs. - DaMOR = (Ai SCHEDULES. —`:—f sw -;�-. / EXTERIOR w EXTERIOR w (SEE sn¢vlREs. ON SHEET t5) ON SHEET 15) / � DN SHED IS) ' @ OR o/a a o/a o/s / 0/8 o/a y o/a POURED CONCRETE / OR GROUT FILLED / 9 OROUf,N0Uf0FILLE CONCRETE BLOCK POURED CONCRETE CNCRETE BLOCK ° WALL REWIRED OR GROUT FRIED— CONCRETE LOCK WALL.REQUIRED. EDGE OF WALL REOUIflED. EDGE OF OPENING�I- EI E3 OPENING _tt /_G�_______ O •• / G 1� / MEO /f O MIN.E.0 Ep / — --f 1 1/2'.1 1/2.0.062.CONT.ALUM. %/,/%/� /�/� �// -- 1- 2.4'.0.0621CONT. 5/16.0 TAPCONS%L W/ _r CLE.W/5/160 TAPCONS%L W/ `pWRED CONCRETE 5 1 1 ALUM.ANGLE 2 I/.-uin.EMBEDMENT 2 1/6'Min.EMBEDMENT O 2♦"o.c. /6'a TAPCONS%L W/ ! T O 1/4 0.c. (1'c-D Ysi Nin.)REO*D. 2 1/.-Min.EMBEDMENT / O 2%'o.c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILT-OUTMOUNTING SECTIONS Y,,v- """" 7i«/ FLORIDA BUILDING CODE(Non High Velocity Hurricane un.) ;,.�yENSF'•.:�'�.; OxaISI.ECOIN[. NU0.LB. INSTALLATION DETAILS ON EXISTING POURED � �_ N„(a S,t,il s�em a,la,la CONCRETE OR GROUT FILLED CELL CONCRETE - *= IL ECOEpG. eA[ E /S�- T TESTING a ENGINEERING c EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS �`•. �iaEEF ., > axga.W.BLMMESTREET ,s-oA, SCALE:1/16•- I• L�9O.• F� Qp•.•' ..00ua.nn, sT.wclE,rT. 0+.nwc Na . � ®-aoae2re` =wa:iRRal x.v-vv>e.rA.:AYx1 ea-ague renew Ik./ gam a Or IS I Eu5nR0 e000 E)IISTwc W000 S/I6'P r�10..L W/ B/16"fAPCORs KL w/ 1PHssis ON MITER TRI]SSES OR 7iWEL x 1/2'Yie.PERnMIroN 1'.1•.1/aOR 1/1•p]/1'RW BUEnSM.lODD t Ib.0..0.060'GLV. t 1'O.D.,O.DBO'OALV. 1EN$CREW$ / OI]EKISnNG M000 1/8•sES OR RNTER STEEL WASHER O 21'o.c. RUSSES OR RAr1ER STEEL WASRER O 21'R.c. AWYWW BE V O.D.,0.080-WLVANYED µU4DNYTUBEI'0.0..0.060•GLVANIZEDSTEEL I—LER O 21'R.c. WASHER O 21'o.c. _ !/Ifi'�T 17/120 iL TIPCdK A w/V I/x'Yom. W/2 I/2"., 024* N PErffmAnoR o ZI' (2)2'N-OR (])211'OR 216•COM, 216"COMA •000 MEAGER' e000 RUDER <2)3'N'0q EWWEO EOUtHEO 2180 DOM. CE,,D —0 REAOEA EAO REP REOUEOUwCO REOUWED ME 0 GfER-c i M A ocEnwc M EDGE i \ D ' Eem] sc a D ' �� 1 M o DE1>owsslswc ,y aAss _ (azmxo) ; DIIWOR b (eEYOND) I ,� (mss o) ; gHmoR i S— 1 DOEM e tt Imo,} 1 A OR 3 ' A (2)211'011 M1 N 8 ®�`� u ® w (Z)2-a8• t S[PAMMN .. r'1y OIHIWR 6 0(x)2•.1'oR ew. = " G sm.eROI°a°• (s¢so®E a A y`, wood 51 I iD uAts (3)3'.1.0R PCOUBIEO. 1 Sal m)� Ol I 1 a 216'COM. sEFMAnOX t _ W t ale•o.a (slf s0®4E OI Y 0 16 srw 1 TO 01A55 a (SEE SMR 1 E ANGORS E� Rh YY� .P..;w O 9Rf m1 3(S.S ORE ,n (sY ;w GG SCHEWLEI F SEDANAIIUN (SEE SNFEr 30) (SEE SNEEf 20) 55 no 11 HEC V � � 1 0/8 I 0/8 O/8 VV 0/8 i (Z)31OREE ANCHORS ' SEE 1 2RlL fD091 ' (3)2', W"OULE I 6EE AEXOfls EDGE '.L W. ON SHER xl EDGE Or ' SCHEDULE OVMC B 0S1U0 0ON SMEET 21 B1 /311 1/x10.063' (SO: E.O. I SEE ANCHORS ' ' "CONI.AIu.ANgE20) EARG11 3CREDUM 21 5/16•e TAPCONS A �� 6' )MCOHSQ1Wn. D/He/2 1/2"Yin.21'R.c. Wry}nlbl O 2G/H 211ORx16- 12191 311'OR 2Rt691ONI.8000 2'N'OR 316' I 211'OP 2',PUIE EGR OR WOW BwiOY PWEIeSImG NWO CONr.1T000 ' COHt.W000 COOK O WOOD FER1wC e000 BOM ODD OEG OR EOUWED O OR BOROY PULE CO]]CPnE SUB REaNEO OEG OR RFDUWEO CGCNETE SLAB (SEE SHEET 20) REWWEO. (SEE SNEn 20) .O COHCflnE SU9 (6EE SHEET 3G) EOUGi l 9AB (SEE 91�20) OEONED. EONRED. ..' EDGE. I •' ..• ) EDGE, WALL MOUNTING I WALL MOUNTING BUILDOUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. 111111111'INI FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) a••LA f(,A /T 4,� o mis mrzco oK. DRAwN Rr: ,r*�\�.•' EN '..�9'',, Nautilus rA.E Rolling Shutter System w/lo/ls IL ECOEMe. ME S / nwi rzBnNG•EM [RING Gaxvy T EXPERT SHUTTER SERVICES INC. *:• - i-lw.IRImM.•-la•LR�•� 16]6..to RE S1HEEf 5 POM Sr.W.E.n-3.SBI 15-071 i STATE OF 'Ly ®am)s Is"" rte:Dmo)•e-swe.a.:pru erl-ano DeAwwa No •�= NAnlA A T41rt h.PE. ��.�,Q�-�y�•8e BONG Lt/1116) SN[[T)OF 3B Ierr... ONAI..Lp` I I i rj� D POURED CONCRETE Mn.E.O. LDOR GFOU,HLLED �1 F I OR J I oR J CONCRE,E BLOCK OOO-� CONCCRE,E OR POURED OpFO\ oRi•(SEE SCHEDULE$ON (SFE SCHEOUlES ON ORour m — (SEE SCHEDULES ON\\ �Rou�rFlLLEO(SEE$CHE011tES ONN—.` \ SHEETS 17&I6) SHEETS 17&IB) CaNDRETE BLOCK SHEETS 17 B I6) CONGRE,E BLOCIt\\SHEETS I7&IB) NCR ETC A2.950' \ -� .�`. \�H ���� o o'o.e. ,(A� ODR E1 xs.e• J.<srz• Av —z —zr on r A.1/x. 1/1. C.. oR,/e• SUP Eo \ ors/ije�suP p o 1'O.C. p SECTION W STORM BARS O OR 1/B-SUP O D<•a.c. 1/x•,I/.- FLUSH MOUNT (WALLI .- \ OR 1/a-sw \ TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) SECTIONS 0-0 (PLAN) BUILD—OUT MOUNT sGID J/,e•_,• INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS s�RE ©OR�\\ ,fL G lOR© \ :::: == F r F lJ o x.9A• ®1'o.c. ®/'B.e. ®O a ®/-a A D o' .\ 0 e' C. OR,/a14- 'aP DSECTION O'—Q' (PLAN) 1/z�T/.• In•,,/r D OR,/e-— OR 1/B• OR vr.+/K• B1/2.1/4' 1/x 1/K• ,/Y.,/.• ORIENTATION #1 DFt suP O O.OR I/e-Su, aR 1/8•sLIP WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION 0-0 (PLANT SECTION R—R (PLAN) SECTION R'—R' (PLAN) H* ORIENTATION g1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 A �o 4,c.c.. WALL MOUNT END MULLION WALL MOUNT END MULLION A WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 D OR,/B-SUP OR 1/a•SLIP (2)S HEET OR _O p D ' - Eo. 0 ® III II(III (2)2'aST OR (S (SEE SHEET 21E L. I z'a6•STUDS-- iOl oN sxEEr 21) * ALTERNATIVELY TO @. A C' (SEE SHEET 20) [o_ (SEE SCFIFDULE 140-20K3/4" S.S. M.S. ON SHEET 21) W1 NUT MAY BE USED SECTION Q'-0' (PLAN) MIN. 1/2' FOR THIS CONNECTION ORIENTATION #2 PLYWOOD WALL MOUNT END& INTERIOR MULLION sx.xsD• t oR r, FLORIDA BUILDING CODE Non fU h velocit Horde—ZonaoR /e•SUP O ® I/T.I/." � '' •'•� ( 9 Y ) OR,/a•SUP Ox015 MIT.PC. pp.<wn gF_ FLUSH MOUNT (WALL) O S Nautilus AL BUILD—OUT MOUNT = N0.44167 Rolling Shutter ystam D</ID/IS –� IL EC.OINC. wrt SECTIONS 0'-0' (PLAN), o s T J—t�F Tl-1,Es,INO.cNaNCERwO coRPaNT EXPERT SHUTTER SERVICES INC. 16x6 S.W.BRT40RC SRiEFI , �FCO 0�:����,• ^^^""`° ' �amin',a, PoRi R.LUCIE R Ja99. 15-071 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS oF �oF - A Frt, PL P "RT R.UlB..u: �+w�•_ s P.E.SBIWlr11F1'flSu,p` DATE ntc m u<./.•,Bi sxto a OF zs 1 i i I I -4 1/2`Nin.E0. y'' A 1/Z-Nin.E➢. FOR 318`0 CMX^DI ANCHORS (4)3/8"0 CALK-IN ANCHORS OR 3 Mln.Lo J'Nin.E.D.�FOR 1/1"p SOLID-SEI ANCHORS (4j 1/t"6 SOL10-SET ANCHORS OR •Min.E.O. --4•Nin.CQ,----I--FOR J 8`0 KM 80.1 TZ EXPANSION ANCHORS (4)J/8-0 0 T BOLT 1Z L EXPANSION RS- OR (4) M BAR S4 PER ! /' (4)5/I8"0 7APCON XL ANCHORS 1- J• 1- STORM BAR CONNECTION, 1/8'Min.E.D. 3 I/8'Nin.E.D.- FOR 5116b TAPCON XL ANCHORS / SEE TABLE 2 ON SHEET 23 EIEE 11111 APPLC�LE 5/160 TAPLONS XL W/ T EDC E OF 4AB I+ (yp.TOP&BOTTOM) 2 1/4"Nin.o"O.GENT / f/ L 7ASHER W-CALc. l 7' STEEL WASHER O 2/•o.. // K EXTERIOR 4'Nin. 2` POURED CONCRETE' 2 O 0 rr ALLIUM ANGLE0 1 A,SIDT6 ALL01y POUREd CONCRETE ALUMINUM ANCLE EA.510E W/ {t'q.35' 1 (T-3 KN)5"min. 2' 8 O (2)7!4.6-14x3!4RW AUILDEX TEX THICK REQUIRED Y 5/16'6 TAPCONS XL THICK REQUIRED SCREWSTOSTORMBARW/2 1/4•Win. 5` (Typ.TOP&BOTTOM) I ( FMBEQWENT&1'00.0.060•GALV.STEEL WASHER 0 2• 4, SECTION S-S 21' OX c�`ogD,mo"AruucN'°, Y K I ! ANCHOR 1'Min.FOR BOX n I i 1 •• "NO ZONE 1-3t Y I I i, I I DETAIL ° I I 2"Min.FOR o ! I Y SEE STEP 3 ON SHEET 14 FOR SPECML ° #I/4 0'20 OR J/B•6-16 MACFRNE SCREWS USED JOINTLY W/ WUtO ZONE a I TREATNENi FOR wuS ZONE$1 INRU 3 ir 1/4'0 RESPECx y/1'5OL10-SET OR 3jeb x t Ifo'CALK-W ANCHORS zd n 4 S WIND ZONE--� ! STORM EMSAREREMOVED.(SEE DET.Aj L BE LEFT TOGETHERANCHORS AT THE TIME t-3 t Y I ( EXiERiOR Y Win. m� SEPARATION TO zo ° I I (2j AN HORS'PER _ 1 Y STORM BAR CONNECTION. o Y(SEE SCHEDULES ON! A 2"Min.FOR u ( ( D SEE TABLE 3 ON SHEET 23 Ra o SHEETS 15&16)11 WIND,ONE�+I BEYOND (TXP.TOP&BOTTOM) GG1I n 1 (2)3ldY CALK-W ANCHORS 0.i tal EXTEtDDR (2)I/t"0 SOLID-SET AN OR m ° H SEPARATION TO I I. t• GLASS {2)318"6 KWIK BOLT TZ EXPANSION (SEE SCHEDULES ON I A ANCHORS OR 1" Y I I! oEttjND EXISTING 11 SHEETS 15$18) I (Z)5/160 TAPCON XL ANCHORS 1• Iv o I Goss —o ( I 2• K EXTERR)R GIASSE.NG--� 1 Y 2 m ALUMI2'4*118•MOLE (6063-T6 ALLOn ALUMINUM ANGLE CA.SIDE W/ RAR �( S) (2) 1/4`6-14x3/I'TIW(UILDEX YEN a ! II o .Top/80EtOW)uqD (TIP.TOP/BCROM) b• (TyPR bP kSBOTTMON ° ( SECTION S1-S1 SS clip.TOPJ�IO.111 I , QTP.WP/BODOY) 2ftN.POURED LDNENETEIj2`xO06(Yc=J A" 5•min. ANGLE wJ5/lb0TTHICKREOUIREO 5/160 -(' Z I/1'Min.EWBEOY2 1/1'0 24' POVRTO cORORETE EDGE OF SL40 WALL MOUNTING EDGE OF SIAB O,c-o IptN1HIfit 6 APPt1�,0.E 1 nmu xv�TIED. 6 APPLIGBCE AA\\ )AN FLORIDA BUILDING CODE(N..tOSN V6loeity rt ROicgne 7Ane) I/2`Nin.CO.-TOR J/0"0 CALK-IN ANCHORS `� -`.............,✓,Q"+yam 021111 TATTOO Yrc. I--3•Nin.Eo. 1 3-Min,E.D.--I- FOR 1/4.6 SOLD-SET ANCHORS ,: �FEI�SF' 4' *Nautilus L7:;4'Nin.E.D. a'Min.E.D. TOR 318"1 KWIK 80.7 R EXPANSION ANOIOR5 _ __p{^+y'�;•,.,, Rolling Shutter System 01/10/11 1/8'Min.EA 3• I 1/8'Min.E.O--(--FOA 5!16'0 TAPCON XL ANCHORS •]-� 1 -�;Y[= �L E C O INC. calf c U-T TEsn1111 4 THg1HEEN....YPAM EXPERT SHUTTER SERVICES INC. 1626 SW.6RTxORE STREET 155-071 FLOOR TO CEILING!TRAPPED AND,WALL MOUNTING:STORMTO CEILING!TRAPPED MOUNTING:STORM BAR *o': 51 o.oo"�6 ""�'u,. POR ST,Lu6¢n 349e4 oA4Wou ro j m-amA>1y coot:w-sax.ru Pm en caw SECTIONS V P1H 1GNATUR s nwwiw"u"'L�441. s.w v m2° SVLE:3116.,• � nTYWmDlwal„ I •Min.E.D. — Min.E.D FOR(1)3/4.0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS2 1 1/2'0-3-, --1 1/2' ©&®(ORIENT TION 11)AND END MULLIONS©&G1 (ORIENTATION A2) �_ 3• 3.FOR(2)3/4.0 KINK SOLT TZ EXPANSION---9'Min.E.O.— J•Min.E.D.-- —ANCHORS O INTERIOR MULLION EDGE OF SLAB (ORIENTATION g2). ` EXTERIORTEDGE _ EXTERIOR 6 APPLICAB l I r IF AIIF AI PP6 (6061-N ALLOY) 7'X3''1/z''0'-4' aum.ANGLE G.SIDE WPOURED CONCRETE (6061-T6 ALLOY)Num. TO ULLI TH{UBOLTS TO NUWON C& 1 I/2'ANCLE EA SIDE W/(Zj 1Xsi Nin.) u73/4.0 THRU BDLT6 TO I I/2' EXPANSION ANCHORLT T2S'Min.THICK REO'D. MUWON n&(I)J/4'0 W/6-Nin.EMBEDMENTE.— EO. KWIK SOLREXPANSION 1 1/Z' TO POURED CONCRETEANCHOR W/6'Min. (Typ,TOP&BOTTOM) I EMBEDMENT TO POURED 6'-- CONCRETE(Typ.TOP& 4-- ° BOTTOM) EXISTING-�'� GLASS SECTION X1-X1 W/n ALTERNATIVE SECTION X1-X1 W/n• -')lain. !- (END & INTERIOR MULLION I END & INTERIOR MULLION 5 I OR G 1 (W1 ORIENTATION X11 W ORIENTATION 2 s I (6-x4°) (4'x6') - 3-•.1/2''0'-4' 2. 1 1/2- S• 1 1/2- 1 1/2' 1 1/2- -2-1 /2- v (fi06I-T6 ALLOY) - —5•— E ° EXIFAIOR aam.ANGLE Ea SIDE w/ fi (2)7/4'0 TH U BOLTS poN I I TO MULUON l�& ® J- -� 3' ® ; ! ® (t)3/4.0 KWIK BOLT TZXPAN o Q/8 Or Q/8 Or W/fi SION ANCHOR Min.EMBEDMENT TO POURED CONCRETE T EXTERIOR o R/8 or RR/8 or (yP' <'EXTERIOR a' TOP&BOTTOM) I W R'/8 o I R'/8 _ ExRRIOR ° N o /r - LIA e /2 2� 11/2' 1I n• a 4 4"_ (rrp,10'®)v 1 11W 11/2' L71T'1/210'-8'(6061-T6 ALLOT) �-'711/2-'0'-8'•(6061-T6 ALLOY) v I ) '� Num.ANGLE EA SIDE W/ 2)3/4'0 Num.ANGLE FA 510E W/_(2)3/a•o 1 1/2" THRU BOLTS TO MULLION U&(1) THRU BOLTS TO MULLION &(2) II 3/4.0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPANSION ANC p I_ CO ANCHOR 6-Min.EMBEDMENTTO NOR W/6'Nin.EMBEDMENT TO 3 POURED CONCRETE(Typ.TOPP&& POURED CONCRETE(Typ.TOP& I- SECTION X1-X1 W/ G BOTTOM) BOTTOM) POURED CONCRETE p'a'7 kfii Mir.) (END & INTERIOR MULLION) (END MULLION ONLY) (INTERIOR MULLION ONLY) /( �%' j!I fr✓/ /. 8'Min. HICK REO O. ( / ) ALTERNATIVES SECTION X1-X1 Wl(G� W ORIENTATION M 1 EWE OF SLAB L-L 'I lJ I EDGE OF SLAB 8'x4' 6 APPLICABLE I IF APPLICABLE ) (W/ORIENTATION �2) J FOR(Z)S/a'0 KWIK BOLT TZ EXPANSION (4'X8') 9'Min.E.D— —9'Min.E.D. ANCHORS m INTERIOR MULUON (ORIENTATION d2). ' SIDE LLRAILII DQ AND BOX NOT SHOWN FOR CLARITY --9'Min.E.D,-- 'Nin.E.D.— FOR(Ij 3/4'0 KWIK BOLT TZ EXPANSION ANCHORS O END AND INTERIOR MULUCNS \I'\` p' /T A� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ©&®(ORIF/N� ORI &/2)AND II'(ORIENTATION ( 0k. (A I a I Ius END NULLIONORIENTNT Ricca ATION/z) r Pr �GENSF•"'•. ''� N r.x� FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G�OR CFi�1 --�N g41.67z, Rolling Shutter System .'pop' SECTIONS W-1 f -,�, �L .Cr OINc. EMIL EXPERT SHUTTER SERVICES INC. Ifi38 S.W.BRTYdtE Sm— s,�.,. .ti.r�Imr•ra lan.r..,pwyn-lu"I 15-071 END 8 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION '- y•. �aa�a?:'N,,,' P„o �6R`,9:9 w'n°;,Ib,,, �R,WINo N° SLUE:1/5' 1' LUr L.P.E. / �T�j( � WFLOWO\Lk./4 IfiT 6NCR IO Of 26 11111111/ ' i I i I EDGE IF APPLICABLE I 2•.MULLiON DEPTHx1/8'Cont. \\\\ �� ALUM.TUBE(TOP&BOTTOM)W/ 1/4` 3/4'DIV SUILDEX TEX SCREWS 7 3/4' 5/16'0 TAPCONS XL W/2 1/4' /�w/1'O.G..OMSO'MVARREO STEEL MIN.E.D. 2 t/6' Min.EMBEDMENT 0 24'o.c. WASNER 0 24'o.c. Min.E.D 1 EDGE 11 APPLCABL1 j \ •j - 4' EDGE IF APPLICABLE-\ 7 3/4•Min.E.D. CONTINUOUSPoIhtED--- ! 2- 2'- L, 7' CONCt;fIE Tc=3 tm t5n) 10"I 7 3/4'Min,E.D. 2` 8'Min.THICK REO'D. j 1 -��„ 2• END GP '" \ j POURED CONCRETE \ 7 3/4' \ I (rc =3 ksi Min.) EXTERIOR POURED CONCRETE F utn.E.D. E0. £0. j 8'Min.THICK REO'D. (f'c=3 Net Min.) 4.O06t10R F , \,\\\N \ 4' I 8'Min.THICK REO'D. .\ ©ORG1 qp I I pq 2' G OR G1 2 4• GOR @ €� 0/8 or I I O 8 or 7 S/4"Ma E.D. \, 4`xa x3/B' R/8 or n R/8 or LT__ \ 4'=4'x3/8'(6061-T6 ALLOY) (6061-TG ALLOY) o R, 8 H I I R, 8 ` u MCC LF MPUCABLE m.ANGLE F06 SIDE. (606 ANGLE ALLOY) SIDE W / / EDGE IF APPLICADLE o EXLSIING o Mi I { til(wau Moumso SHOWNMAY BE SECTION X2-X2 W/(G�}OR(G�* AL.TERNATIVE SECTION X2-X2 W/(GOR G ow G ALSO INSTALLED TRAPPED MOUNTED �u e I PER SECTION R'-R'ON SHEET 8.) ,(END & INTERIOR MULLION} (EMD & INTERIOR MULLION} (W/ORIENTATION U 1) f%/ORIENTATION A 2) (4'x6°or 4"x8') 3gVMin.ED i�' - 1 1/2•x7 1/2-x0.062-=CONT.ALUM. (6-x4"or$'x4•')7 3/4` jF ANGLE W/ 1/4'0x3/4'ITW BUILDEx MIN.E.D. — TEK SCREWS®24'o.c.TO TUBE. !1 I/2' ` -{ - ---1 •SIDE RAIL®NOT SHOWN FOR CLARITY 7' COMINUOUS PWRED \ CONCRETE(rc=S 10i tinj { T• 10• 8'Mi,TMIX REO'0. \ I ® I X2 X2 DIP.1w/aonw) 1 1I I 1 1/2' lTro.TGr/e6lrox) 7 3/4- -.O'-10-(6061-TS ALLOY)Al—ANGLE MIN.E.D.D. \ EO EO EA.SIDE W/(2)3/4.0 THRU BOLTS TO MULLION 'MIRINININ", &(2)3/4.0 KWLK DOLT TZ EXPANSION ANCHOR FLORIDA BUILDING CODE(Non I6gh VelocityNurtt°one Zone) \\� `\,�� `• ` W/5'Min.EMBEDMENT TO POURED CONCRETE `h., WALL(TTP.TOP&BOTTOM), "•>,10EM•"'•✓�4 O°419 M1fe°V2. OxA+m m: EDGE ff APPLICABLE ) '�F"•:"��: Nautilus I O d� ,�;.�? Rolling Shutter System o°%oAu WALL MOUNTING:MULLIONS(G7 0R M 'x;�-�— E C ID.Mc, a POURED,CONCRETE WALL =-o rnuT TcsnNo a ENrANfxwNo CCMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 %y't`'' A �J�;:*� M•n M�•• I6ta sw.elt ° s 15-071 =.:g-.m v./ 4R.tpF>-�Yf PlgiT SL LUCIF fl-3.984 &INTERIOR WALL MOUNTED MULLION INSTALLATION sP6 •20RIDp014 en— END Q°x0"° / ��}euT�X� °uV.1FA A 18.UT b.P.C. SNCC1 11 d 74 SCALE;1J8' 1• I I E 4 —9-Min.E.O.— --B'Mm.E.D-- OR(1)3/4"0 KWIK BOLT 8 EXPANSION 2' 1 —FANCHORS®END MULLION 3"z3'z1/2"z0'-4' (ORIENTATIONS gl &g2). (6061-T6 ALLOY)Alum. 1 If2" FOR(2)3/4'0 KWIK BOLT TZ EXPANSION ANGLE EA.SIDE W/(2) /t ---8"Nin.E.D.— —�•Nin.E.D ANCHORS®INTERIOR MULLION 3/4"@ THRU BOLTS TO I 1%2" (ORIENTATION g2). ® MllIllON�A+�y&(1)3/4"@ KWTK BOLT TZ EXPANSION ANCHOR W/6"Mn'. EDGE OF SLAB T- .T7 EOCE�OF SLAB EMBEDMENT TO POURED 6 APPLICABLEI!r i t,! IF! APAVGBLE CONCRETE(TYP,TOP& BOTTaM) i T EXTERIOR / / l G2 POURED CONCRETE k ksi Nin.} u 3" ill B"Min.THICK REO'D. n L 3' n V4-- 22'EXISTING GLASS �k 1" SECTION X3-X3 Wt ? END MULLION ONLY G a /z' 4•-1 1/2' (W/ORIENTATION A 1) N E)OF:RIOR (7"X4") .a. u I z H n .( 3" J. om a O1 j8 Q`fg DOTRIOR EXTERIOR 4. G2— »� 0 p II 1 I/2' 1 1/2" 3. y, I I/2" 1 1/I• i X3 I X3 �. Z1:3•.1/2'.0'-7'{6061-T6 ALLOY) (M-TOP/mrrva1)'1 (1}p,Tw/wITON) 3.3 ANGLE FA IDE W T6 ALLOY) Alum.ANGLE fA.SIDE W/,(,2)3/4•@ u EO.-- ^E0. Plum.ANGLE E0.SIDE W/ 2)3/4'@ THRU BOLTS TO MULLION GT& n THRU BOLTS TO MULLION & n POURED CONCRETE (t}}/4'4 KWIK BOLT TZ XPANSION (2)3/4'@ KWIK BOLT TZ EXPANSION 3. (I'c=3 k@i Min.) ANCHOR W/6"Min.EMBEDMENT TO ANCHOR W/6"Min.EMBEDMENT TO e"Min.THICK REO'D. POURED CONCRETE(Typ.TOP& POURED CONCRETE(TyP.TOP& BORON) BOTTOM) r (END MULLION ONY) ,INTERIOR MULLION ONLY 1,, ALTERNATIVE SECTIONS X3-X3 EOGE OF SLAB LLEDGE OF SLAB IF APPLICABLE 11-- C(OF (W1 ORIENTATION N 2) {I .RJ/4'0 EKWKRIO BOLT TZ EXPANSION (4"X7") }- E.D.-- urn.E.O: CHORSoINTERIOR MuwaN® SIDE RAIL QO AND BOX NOT SHOWN FDR RiENrA oNg2). , N1eAIj/ICLARITY.Min.E.D. —B"Iln.E.D. - FOR(1)3/4'@ KWIK DOLT A EXPANSION N'�V��:�' C•C•/l✓�i� FLORIDA BUILDING CODE(Nan 2Tgh Vel@eRY Rumicane Zane) ANCHORS O END MVLUON ••• (ORIENTATIONS gl &g2). �S ot01s iltttc@ u,c. *Nautilus z I ryT-'ItlM m` No.44167 i y V ` •x� FLOOR TO CEILING I TRAPPED MOUNTING:MULLION G- L E C O,N� Rolling Shutter System "/107u SECTION W-3 — EXPERT SHUTTER SERVICES INC. E --v. E •4 rnur TasTwa A ExaxEEA,xo rAxi y�� ' ��P;:'ttw sSwO•.mn..., tmn°-ww, sz6 s.w.61OE.ftc.NBB—1—Cj 5-071 4UQG PORT ST. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' Fs' •-•• ''U�`'��`O �=b062,9`° ===w T1�� eA nxa xP ITF A IM1LIT Y.P.E. SCALE:1/6'a I' P.E. E ILOPoM lk.1 SxELT 12 V 21 ��IBT IH11 r i I EDGE IF APPLICABLE- I 2'.MUtNON DEPTHa1/8"Cont. ALUM.TUBE(TOP&BOTTOM)W/ 1/4'.7/4'IM@VhDE%TEl(SCREWS 5/I6•.TAPCONS XL W/ W/1'Di O.aO-060`CALVANlZED MR 24'7 J/<' - Min.EMBEDMENT®24"qs. WASHER 24'O.e. - Nin.E.D MIN.E.D. j• \ "-- EDGE 11 APPUCABtEI - - - ` 7 3/4- i Mn,E.O. G2 O 2' ( �' CONRNIXXF'PWREO 10 2'' I 7- CONCRETE{fc-3 im Mm,) ( POURED CONCRETE \ B"Min.THICK REQ'0. I 0'c= 3 ksi Min.) \ \ ( B-Min.THICK REO'0. °- EX(FRIDR ENO CAP ( NOTCH WEB- I ,,...� Mia E.D. a' (TYP.TOPjB0T70M) �`x ( 7 3j4'Min.E.O. \ 4'.4.3/8'(6061-T6 ALDY) n I• m.ANGLE EA SIDE. Min. I ° (WALL MOUNTED SHOWN,MAY NT F u DAN ( -@ ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPL=BLE o: I PER SECTION 0'-0'ON SHEET B.) o G 1 ( oBERtoR. SECTION X4-X4 W/�2 �y (.END & INTERIOR MULLION1 o� v u ( (W/ORIENTATION A 2) 3Q 8 I ( Q'/8 (4"z7") �^ Min, 1 i j2'xt Y j2".0.062'xCONT.ALUM. SIDE RAti�p}NOT SHOWN FOR CCARt7Y '3 7 3/4• ANGLE Wj I/4"0x3/4"ITW BUILDEX 3 MIN \ TEK SCREWS®24"q.c.TO TUBE. �+ I t 1/2' I 7CONTINUOUS POURED—_� CONCRETE Vt=3 kd Min) 8"Min.THICK REO'0. \ ( 7' X4 X4 7 3/4- T._._—... MIN.E.O. \+ I 4`.4•x3/810'-10'(6061-T6 ALLOY)Alum.ANGLE palant°°uurar \-i EO- ff SIDE W 2 3 W/t) THRU BOLTS TO MULLION j4.0 Ill FLORIDA BUILDING CODE(Na 8gK Vendty Bxmton.Zen.) +\\\ \\ {•_. k(2)3/4.0 KWIK BOLT TZ EXPANSION ANCHOR W/5'Min.EMBEDMENT TO POURED CONCRETE .�� l\..•S 4, Q M16 ixTF1q ac. 6umn 6n F••'� ru EDGE rF APPllCABCE i WALL.(TYP.TOP&BOTTOM). t Nautilus I No.44167 Rolling Shutter System ovlons WALL MOUNTING:MULLION a2 G_ '-y- ��^�-� �L ECQ1Nc. a+>f POURED CONCRETE WALL mIn Ttsnuo r cxwxamluo wYPANr EXPERT SHUTTER SERVICES INC. SECTION W-4 -oy �'T� S.n.RRRIgRE 5nS[f 15-071 +.� f�:•tV; -moa amcogooi.om PORE sr.uroE,T7.sssaa axamtu;xo END&INTERIOR WALL MOUNTED MULLION INSTALLATION ''•• RIo .� tB_aoos„a ^,� rrta �.n1 P4LLlEP 4 lllAl,Jr.P.E, P.E.4 ,� roma Lt.t sole, n sum a w,s I J I 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.D.DESIGN PRESSURE RATING(p.s,f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULLIONS ARE USED BUT W/O STORM BARS SPAN.L"(ft)TO PROTECT IT(SEE GENERAL NOTE 92,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2 ENTER To CHARTS I 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 OF SLATS TO GLASS, ANCHOR a, R TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES Is THRU 2.ON SHEETS 24,25&25 W/XS.D.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC To PROCEED WITH SPACING(MAX.,12'.8'OR n AND DETERMINE MAXIMUM MULL N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION.' INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(g,@).�N' &@).MULLION TYPE& MULLION ORIENTATION • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 1 SEE SHEETS 10,10A,11.11&12.12A,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(TRAP NGS OF MULLIONS INTO .7.D60R VaL MOUNTINGS FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE((G),Q,1. & I. Lwx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH AGWEN Ifr SLAT SUP MAYBE PROCEDURE IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS 15 PROVIDED ON CHART 1c:PROVIDES SEPARATION SHALL BE BASED ON CHART I.,ON SHEET 15,IT 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 REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.O.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Vs.Vb&VV ON SHEETS 18 MAXIMUM STORM BAR SPAN(HEIGHT). THIRD 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS).SEE GENERAL NOTE 7 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 S7EP4 IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A It D)OR REMOVABLE(ANCHORS 8&C)INSTALLATIONS It A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. SPACING. PROCEDURE 43 IF STORM BARS ARE USED 4.ENTER SCHEDULES Is THRU 2c ON SHEETS 24,25 a 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.,12',8'OR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS- (HEIGHTI W/ALLOWABLE INTERPOLATIOMj N IN BETWEEN SPACINGS FOR A GIVEN ,(q).@&(q)), MULLION TYPE&MULLION ORIENTATIOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE DETAILS AT TOP MAXIMUM S.SEE SHEETS 10,IOA,11.11A.12,12A.13&13A FOR MULLION CONNECTION D ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING IMPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE og. 1 ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR S TTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VAR PROCEDURE PER ST PACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP It GO "I 01U)S EPS I THRU 3 IS SIMILAR FOR INSTALLATIONS 1.0 WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 9 1 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. FLORIDA BUILDING CODE(N-High V.1.6tyy Hurticana Z—) % Nautilus D.-ft No.-44W Rolling Shutter System o+�rirs -- 111LIECO.... EXPERT SHUTTER SERVICES INC. 1-TES T .... .1526 S.W.IEL—E-EFT 15-071 n2:m21 an-aSw W.- ,90,E:•. OR% CtlST.WE'E.M E ao FEE-'v- SHEET 14 Or 25 pf ' ftffiuut i SLAT PERFORMANCE CHARTS Ia Ib Ib' & .IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(P.s,Q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W1 OR W/O STORM BARS CHART Ia CHART Ib CHART Ib1 CHART IC OSE M MUM VOLE BETWEEN P05704E AND NEGW7 E ASD.LOAD USE MAXIMUM POSITIVE AS0.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"D TAPCON XL ANCHOR 5116"O TAPCON XL ANCHOR POURED CONCRETE TO POMD CONCRUEm hour Patin cEu CDNMM a10a MAX, MAX.'SLAT SPAN MAX.SLAT SPAN MAX.SLAT SPAN REQUIRED MIN.SEPARATION TO GLASS A.S.D. 'L{,AAX.'(FT) 'U#X.'(FT) 'LMA%.•(Ff) MEASURED TO RACK OF SLAT 0n) DESIGN WALL ROPPm BIFLp-gN 6M0-OTO 'AOL TFAVED BUM-our BuaD-Oaf WALL TRAPPLD Du¢D-qt0 RATING BuaP-OOr W/O STORM BARS W STORM BARS WINRATING ItOBNf MW:IT' t e ttgtMf W/E© MOVNr t10ttNTRtt'rf( UOVNI MJ� MOiRR t2UNtuNr MOUNt N{( D ZO WINO ZONE ZO WIND 20NE (psl) s¢x6185 r $tE xoRS r str sIX N01d r s2 I1016 r m xons r s¢xala r r;a xolrs r atE xo1Pa r slx 1101p r 1mn5 r siF M01F'• 1-3 4 t-] 4 30.0 20'-0' 15'-4.' 20'-O' 20'-0' 20'-0" 15'-4' 20'-0' 18'-0` 20'-0` IS'-4` 18'-(' I5'-6' 1- 14 1/2' 6' 7' 35.0 ZO'-0` 15'-3' 20'-0" 18'-0' 20'-0' 151-0' 19'-0" I6'-3' 20'-0" 15'-0" 16'-3' 14'-0' 1' _ 14 1 2' 6• 7' 40.0 20'-0' 15'-2` Ig'-7' i6'-6' 20'-0' 14'-5` 17'-4' _74'-id' i$'-iii 74'-5" /4'-lp" 12'-9' i` 14 1/2- 6' 7' 48.0 20W 15'-0" 18'-0' 15'-3' 20'-0' 14'-2' 16'-0• 13'-9' _ 17'-4'_ 14'-2' 13'-9` 12'-0' 1' 14 1/2' 6' 7` 50.0 20'-0' 14'-10' 16•-9' 14'-2" 19'-1' IJ'^7' /4'-10' 12'-10' 18'-1` /1'-/" 12'-9' 11'-0' 1' 14 1/2' 6' 7- 55.0 20'-O` 14'-87 lY-8' 13'-4' 7T-9' 12'-4' 13'-11' 12'-1' 15'-0' 12'-4' 12'-0' 16'-e' 1' 14 1/2' 6" 7' 80.0 19'-51 13'-9' 14'-9'� 12'-7' 16'-9' 11'-8` 13'-2' 11'-5" 14'-2" 11'-0' 11'-4" 10'-0' 1' 14 1/2' 6' 7'-- 85.0 _18-4' If-I I' 13'-Il* Tt'-it' 15'-9' 77•-0' 12'-5' 10'-11' 73'-4' 1t'-0' 10'-10' W-6' i' 14' 6' 7' 70.0 17'-4` 12'-1' 13'-]' 11'-4' 13'-0' 10'-6' 11'-10' 10'-4' 12'-9" 10'-8" 10'-4' 9'-0' 1' 13 0, 6' 73A tfi'-fi' ii'-7' 12'-7' 70'-IO' 14'-3' 10'-R' 11'-4' _9'-ii' 12'-0' 10'-0" W-10' 8'-LO' 1- 13 1/2' 6" 7' 80.0 15'-9• II'-0' 12'-0' f0'-5' 13'-7' W-5' 10'-10' 9'-7' 11'-7' 9'-5' 9'-3' W-6' 1' 13' 6' 7' 85,0 15'-0' 10'-6i I1•-7" 10'-0' IJ'-D' 9'-3" 10'-5' 9'-3` 71'-2" 9'-J' 9'-0' 8'-3' t' 13" 6' 7` _ 90.0 14'-2' 10'-t` tt'-2' 3'-B' 72'-b' 8'-10' 10'-1' W-ii' 10'-9' B'-10• B'-10' 8'-0' 1' 12 12- 6' 7' 93A --T3'-5' 9'-8'I 10'-9" 9'-4' 12'-0' W-5' 9'-8" 8'-7' f0'-4" 8'-5'T 8'-8' T-9' 1" 12 1/2' 6` 7- 100.0 12'-9' 9'-4' 10'-5' 9'-1' 1i'-8' 8•-4' 9'-5' - 8'-4' /0'-0' 8'-4' 8'-3' Y-6' i' 72' S" 7- 105A 12'-2' 9'-0' 10'-1' B"-9' 11'-3' 8'-0' 9'-2' 8'-2" 9'-8" B'-0' 8'-0' 7'-4' 1' 11 1/2' fi' 7- LI0.0 11•-7' 8'-@'i W-9" 8'-6' 10'-11' 7'-IO' 8'-t0' 7'-i IF 9'-3': 7-10• V-9" T-2' I- it 1 2' 6' 7' 11&0 fi'-1• 8'-5'1 9'-6' 8'-4' 10'-7' 7'-6' _78'-8' 7'-B" 9'-0' 7'-B' 7'-8' 7'-0' 1" II 1 2- 6' 7' 120.0 10'-8' 8'-1'I 9'-3' 8'-2' 10'-3' 7'-5' 8'-5" 7'-6' W-/1' 7'-5' 7'-S" S'-10' 6' 7' 125.0 70'-2' 7'-9'I 9'-0' 7'-11' 70'-0' T-2' B'-2' 7'-4' e'-8' 7'-2' 7'-J" $'-e' i' it' 6' 7' 130.0 9'-10' V-6'1 @'-9' V-9' 9'-9' 7'-0' 8'-0' 7'-2" B'-5` T-0' T-2' @'-8` 1" 10 1/2' 6' _ 7' 135A ­4'-5' 7'-2'1 W-6' 7'-T 9'-6' W-LO' 7'-t0" 7'-i` —8'-2' 6•-10' 7'-0' ­6'-5" I' 10 1/Y 6' 7' 140.0 9'-1" 6'-11" W-4' 7'-5' 1 8'-1' 7'-8" 6'-1I' 8'-0' - 6'-10' 6'-4' 1' 10 1/2' 6' 7' 145.0 W-10' 1 W-2' 7'-3' $'-10' 7" 7 i• t0' 7'-2' 8'-6' 7'-4' 7'-9' - - _ - 1• 10' 6' 7' 155.0 e•-]• ! V-10' 7'-D' $'-3' 7'-2' 7'-7' _ _ _ t' to" 6' 7' 160.0 e'-D' ie'-10' 8'-0' 7'-i' - 7'-5' - - - 7' 1 10' f 6' 1 7' NOTES 1,ABOVE INDICATED MAX.SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT 11111H1110H1N111! AN ANCHOR SPACING AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D:DESIGN PRESSURE RATING. aa++�4 p:Tits/�',y,,y FLORIDA BUILDING CODE(Non HIgh Velac$y RU ari .Zone} 2.REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH a`1�a��C Sg' ms's amts ratEw wG. 3/8""KWIK BOLT 3 ANCHOR OR 5/18'.TAPCON XL ANCHOR,INTO *Nautilus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK,OR - ND.44167 E ROI11.9 Shutter Syelem 4{w{w WITH 1 4'"TEK SCREWS AT MULLIONS CONNECTION.VALID FOR - c. IL C O INC. WALL MOUNTED,TRAPPED MOUNTED,IAND BUILD-OUT MOUNTED. #i—' � T.L.tE [ERMG caxP4xi EXPERT SHUTTER SERVICES INC. STAT lya " ,.'.,,ipmNrD+-t�.rtwMn-tltiY'x 1628 9.w.B�LiuORE 80+EEf I5-071 3.MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE 9•. f Q. 4tr++. .-mw:amwaea. POtzt st,taco.tl..3+vs4 Gnvm�a Ro DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES, lam.QF'• LD 1D t9_.mIls rP�c )nvrtou.ry(my mt��wls w111tR A 11LUT Y.P.L P.E!1 1 /A¢LAtP 1 nORO4 ta.1 41611 sRta u u sa I r 1 I MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK SOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT NAIL A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RA71NO 0'-4't >4'-5't >5'-6't >6'-7't >7'-9't >g'-12't > 12'-16't > 16'-20't Wm cP.an t 30.0 9' g' g• 9• 9• 9° 9• g• 1-40 g' 9' - 9' g•— g• g" g• - g• >41-60 _ 9• 9° _ 9• 7° _5 5/B•_ >61-80 9' 9_ 9° 9' 9' 8' 5 5/8' 5 5/8° SLAT >111-105 90 —9' 9' - 9' 9' 6 1/2° S 5/e' _ - E—SPAN~ MAX. SLAT SPAN FOR A >10s-tzo_ g' 9• 9• g' 8• - -e• '-- O] GIVEN A.S.D.DESIGN PRESSURE RATING SHALL e' 7• 6' - NEVER EXCEED MAX. SLAT >1n-tso 9° 9° 9' T T - - - SPAN INDICATED ON SLAT SUIT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. lAA%. SLAT SPAN RANGE DESIGNGN PRESSURE RATING 0'-4'i >4'-5't >5'-8'1 >6'-7't >7'-9't >g'-12't > 12'-16't > 16'-20't RANGE s 30.0 9• 9. 9' 99' 9' _ >31-40 9' 9° 9° 9' 9' 9' 9' >41-60 g• 9. — 9 _ g• --q- g ____g• 7 1/2' - a81-los 9• 9' 9. g• - -- >106-120 S. 9' 9' 8 1/2- . /2' — >121-140 9' 9' 9' 7- - - —--- >141-160 BUILD-OUT MOUNT MAX DEIGN SLAT SPAN RANGE PRESSURE 0'-4't >4'-5't >5'-6't >6'-7't >7'-9't >g'-12't > 12'-16't >16'-20't RkTINMIZE(p e,n E E E E E© E ® E© E ® E© E E E E E E E E E E z 70.0 9' 9' 9' 9' 9' 9. 9' 9° 9' 9' 9' 9' 9' 9' 9' 9• 9' 9' 1 9° 7 3/4 7- 7' 5 5/e >31-40 9- 9' 9' 9° 9° 9' 9° 9' 9' 9• -9' 9' 9' 9' 9° 9' 9' 9' 7- 7• 6° S 5/8'5 5/8' 5 5/e >41-60 9° 9° 9' 9' 9' _ 9' 9' 9" 9' 9° 9- 9' 9' 9' 9_ 7 1/2'7 1/2" 6" 5 5/8.5 5/8'5 5/e 5 5/8'5 5/8'— >61-80 9' 9' g• 9° 9' _9_ 9' 9' 9- 9' 9- 9• 9• 9• 7° 5 5/8'5 5/8'5 5/8'5 5/8'5 5/8' .81-105 9° 9• 9' 9° 9° 9° 9' 9° 9° 8" 8° 6 1/2'6 3/4' 6 3/4' 5 5/8 5 5/8'5 5/8'5 5/8' - - - — >1as-120 9• g• g• g' 9' 9' 9' 9• B. B' 8- 6 1/2' 6• 6' S 5/8 5 5/8.5 5/8' - - - - - >121-140 9' 9• 9° 9' 9' 7 1/2' 8' 8' 6 1/2' B' 8' 6' S 5/e'5 5/8' S 5/8" >141-160 9' 9' 9' 8• 8' 6' 7' 7• 6 3/4' 6 5 5 8 5 5/e' 1111111uuu 7�Rp33j FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) ✓ -i- 03015 nt.—INC. OMwn on ONSF':9 - Nautilus EA•� IL rE C-0, Rolling Shutter System a�rt1y 6-a E-N RiNG Caur EXPERT SHUTTER SERVICES INC. 7 STATE G '��` �EvulAa)rb r m _1u via 636 S.W.®MORE SrREEf 15-071 % ••' F P :R4�� .47m1• pNA ccm rPool 59-v0000 E1 O39G( ) -0 WKfER AORR;IeP)E. Wa:An)Orr-0190 [[Ni M1I0NOorNe2 6 rrR111N1 lo- ........... OM 11R111111 i i MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W7 5716"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT tiyy SIAT SPAN RANGE Mums 0'-4t t >+'-5'Y ?5'-$'t >6'-7't >7-9't >g'-12't > 12'-16't >16'-20't Ru1Cr(n0 130.0 $" E' 8' B` e• H" 7 1/2' 5 1/2 >41-60 a` 8' a' B" 8" 6" 4' 3 3/4` t Hoff- 161-80 B" 8' B' 8- 7- 4 1/2' 3.3/4- - —SLAT MAX.SLAT SPAN FOR A >81-105 6" 8' e' 6 1/2" 5• 3 3/4' 3 3/4' - SPAN"-'f OWN A.S.O.DESIGN LOAD 1106-120 B' a' B" 5 1/2" 4 1J2' 3 3/4" _ - - SHALL PANTJIM EXCEED MAX. / � "—" � SLAT SPAN INDICATED ON izi-1s0 8" 7 1J2" 6' 4 iJ2" 4' 3 3/4' - - SLAT PERFORMANCE CHART 1141-166 B" s' 5" 4" ON SHEEP 15. i SLAT SPAN DEFINITION TRAPPED MOUNT A4,v. I. SLAT SPAN RANGE O'-4't >4'-5't I>5'-$`Y >6`-7't >T'-$'t >9'-72't >12'-15't >IV-20't MNl�tlp( ) s Me 6" b' 1 6' 6• 6" 6" 6' S 1/2' 131-40 6' 6' _ I 6• V 6• 6' 5 1/2' 4 1/2" >41-60 6" 6" 6• 6" 5 1/2• 4" 4' 161-66 6" 6' e' 6" 6' 4' — 4- - "I-165 6" 6- 6' $" 4 3/4' 3 3/4" 3 1/4' >106-120 6" 6' 6' 4- 1 3 3/4" _ >t21-140 B' 6' i 5 3/4' 4' 3 3/4` 3 3/4" - >1a-160 6" 6" I 5' 3 3/4' 3 3/4' - I BUILD-OUT MOUNT ) Asa I SLAT SPAN RANGE oF5M71i 0'-4't >4'-5't >S'-6'Y I >6`-7'Y >7'-6't >g'-12't > 12'-1$'t r44- 16'-20't it49{AS E E E � o E E E E E E E 30.0 6- 6" 6' ' ' ' ' 6' 6' 6' 6' 6" 6' fi' 6' 6' 6- 6' 5 1/2"5 1/2'4 1/2' 4" 3 3/4" 6' 6' 6' 6' 6- 6' 6" 6' 6' 6" 6" 6" 6" 6- 6" 6' 6' S• 4" 4' 3 3/4' 3 3/4.3 3/4>41-60 6' 6' 6" 6' 6' 6" 6' 6" 6' 6' 6" 6' 6• 6' 6" 4` 4" 3 3/4'3 3/4'3 3/4"1 3/4">67-$D 6' b' 6' 6' 8' b' 6' 6" 5 1/2 6" 6' 5" 5" 5" 4" 3 3/4"3 3/4" - 3 3/4'3 3J4">91-los 6' " 6' 6' 6' 6' 6' 6" 5 3/4 4 1/2'4 1/2'3 3/4 3 3/4'3 3/4"3 3/4'3 3/4'3 3/4" - - ->105-120 6' b" b' 6" 6' 5 iJ2 5 3/4 5 3/a 4 1/2 4 1 2 4 iJ2'3 3/4 3 3/4.3 3J4'3 3/4' - - - >121-140 6' 6' 6" S' S" 4" 4 3/4"4 3/4 3 3/41+ 1/2-4 12 3 3/4 3 3/4' - >ui-160 6" B" 5` 4 P/2'4 t 2 3 3J4 4' 4' 4" 4' - 3 3/4' - pll»NIlitNryyl FLOR63A Bt)MNO COPE(Nun Rgh Veioc)ty 8urriwne Zona) `�V� ••• H., ✓,poi'' 0 261s nttc0 ma P, Nautilus ow,ws 1w:C SFrsl ��•�, ';*?- .� ROIIIng Shutter System 6VIo/1s IL E C iNc. oarz i'4O�T"' river resnso u+..I. o coorur EXPERT SHUTTER SERVICES INC. 1626 s.w.lnliYON6 slsttr 15-071 STPtEO ;+sr? .-moa w..owo�n voa s.ucz r 34e 6x+me ee .•o�. m»arl-®sa �;yy B (>t>n`1E R6RiM li4 4 N1a2 - 1j/111/111111111111111 P 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 LAAX A.S.' SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't >4'-5't >5'-6't >5'-7't >7'-9't >g'-12't > 12'-16't > 16'-20't RANGE(P.R.f.) s 30.0 B' 8' B" B" B' B. 6' 4 1/2' >31-40 8• 8' 8' B' -- e' — 7- 4 1/2' -_—_ >41-60 e' B' — 8' - e' e' 4 1/2' - - >61-eo e' B. 7 1 2 7. 5 1/2' - _ _ ____— t MALATX. SLAT SPAN FOR A >61-105 e' _ B' 7 1/2• _ 5' 4• _ __ - f—S -PANy GIVEN A.S.D. DESIGN >1a6-12o B. 7 I/2' 6- 4- - - _ - PRESSURE RATING SHALL >t2t-140 9' 6• —— 5• _ _ o] NEVER EXCEEDMAX. SLAT SPAN INDICATED ON SLAT >141-160 7• 6• 4• PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT ASLAT SPAN RANGE oDESIGNN PRESSURE RATING 0'-4't >4'-5't >5'-6't >6'-7't >7'-9't >9'-12't > 12'-16't > 16'-20't RANGE(P-fJ s 30.0 6' 6' _ 6" 6• 6' 6' 6' >31-40 6' 6- B. 6- 6• 6• 4 1/2-. >41-60 6'— 6- 6--- — 6' 6' 4 1/2•_ — >61-90 6" 6' 6' —_ 6' 5' 4 1/2" - >81-105 1 6- 6' 6- 4 1/2' 4 1/2' >t06-12G 6' 6- S 1/2' 4' 4 1/2' .121-140 6- S' 4 1/2' _ 3 3/4' - - -- >141-160 6' S' 4' BUILD-OUT MOUNT DESIGN °' SLAT SPAN RANGE PRESSURE 0'-4't >4'-5't >5'-6't >6'-7't >7'-9't >9'-12't >12'-16't >16'-20't RANGET(p. af .) E 0 E E® 0 E ® E 0 E E ® E E -Fff E E E E E 1 E E© s 30.0 6" 6' 6' 6' 1 6' 6- 6- 6' 6' 6_ 6- 6- 6' 6' 6' 6' 6' S 1/2' 4' 4 1/2' >31-40 6' 6' 6' 6' 6- 6- 6' 6- 6• _ 6' 6- 6- 6- 6" 6' S 1/2' S' 4' 4' >41-60 6' 6' 6- 6- 6' 6- S 1/2 5 1/2 6- 6' 6' 6' 6. S 1/2' 4 1/2• J 3/4' >Gt-60 6- 6' 6' B. 6'' S 1/2"5 1/2'S 1/2 4 1/2 5" 5- 4' 4- 4' 3 3/4' >et-t05 6' 6' 6' 6- 6' S 1/2' S 1/2'S 1/2 4 1/2 3 3/4'3 3/4' >106-120 6' 6' 6' S 1/2'5 1/2'4 1/2' 4 1/2' 4 1/2'3 3/4' - - - - - - - - - - >121-140 6' 6' S 1/2 4- 4' 3 3/4-3 3/4' FLORIDA BUILDING CODE{(.Non High Velocity Hurricane Zona) EN Nautilus orals mato nc N a u t I I u s PR4w sn f.R.L R0111ng Shutter System or/1P7u EXPERT SHUTTER SERVICES INC. 04 A T� NERiNo •4LI nwE:fmlo�:amz.to:Ixaprl-Iv»:u 1636 S.1. -0. 1-4 IS-D71 �'p'•, :4/ v-moi:4T•cnOoal.com Pofti Si.LULIE.R 31984 •,,O.,F(O�iRyIO?.•��..`` LES-00Pevte Raa>»E:teRR1.1R-R�R...R:mm ml_wRRe OR.wWP so P.E.' •S•VIY H'LE 4� wn0RRUR�Ir�.1/'4i'18iE' . sX[ci 1e w]e SCHEDULE Vc., VxFORGES( IDJET)&Yy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D.DESIGN LOAD RANGE,SLAT SPAN RANGE FOR I POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.O. DESIGN PRESSURE 0'-4- > 4'-5' > 5'-6' > 6'-7 > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (P-0 Vx vy Vx vy V. vy V. vy v. I vy Vx vy Vx vy Vx vy 5 30.0 16 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 16 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 - 708 270 1266 360 1962 480 2553 582 >61-80 16 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 3113 240 728 300 881 360 1345 420 1587 540 2112T640 >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — >141-160 781 320 1186-1-400 1322 480 1873 560 1740 640 - i SLAT U:= *NOTE' SLAT SPAN DEFINITION FT­SKAU.BE THE RESPONS18;UTY OF THE CONTRACTOR 08 PERMIT H01DER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OFSHUTTERKOITATSCRIHIJAMBS. SEETHISSHEET FORVX&VYVALUES. Vy I SIDE RAIL Vx LJ Vy FLORIDA BUILDING COVE Of-High Velocity Hurtimne U-) Nautilus 11LIE C 0.... Rolling Shutter System E 711-—0 4 E-NEE-0 C0141— EXPERT SHUTTER SERVICES INC. z - GILMK STN 15-071 Ynr.tEp lain Y.P.E, inaNE[t 10 0I 26 SLAT PERFORMANCE CHART IbI & IC I:(ONLY VALID FOR 12•SLIP) SLAT PERFORMANCE CHART IIID I & TIC 1:(ONLY VALID FOR 1/4"SLIPI MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D DESIGN LOAD(D s D SLAT SLIP 1/B"AND FOR ACWENMA%IMlMp5.0.DESIGN PRESSURE RATING(pa0AN0 SHUITFA MOUNT CONDITION FOR FORAGWEN MA%IMUMA.&D.DESIGN PRESSURE RATING(P&D MO SHUTTER MOUNT CONDITION FOR S HUTTERMOLINTING TYPE FOR WOOD FRAMES WALLS W/75(4"STUDS, INSTALLATIONS VAO STORM BARS PER DETAIL 2 BELOW INST&LATIONS NPO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibl USE b1 CHART ICI CHART IIbl °�*� CHART IICl IS MAMM NLE 1113EDB 1ffiDR Rm IQOENE ASD.LND ,a„ AfII IR MM]MUM WVIE B(INDi f®IAE AO MEDU E ASA IDN IH MOO"VMP I01M IV31eL AM N MIyI ASM IND , gM My6 SLAT SPA! * REDUIRD WL IIPARAMN TO CLASS MESURED ro SNB'0 TAPCON%L ANCHOR USE MWYW VALUE ASa USE Mew ASD. ASD' •LuAY.'(11) •BY) BACK OF SLAT m MW.SLAT IDN VASITI S/16'OTAPCON%LANCHOR WOOD GRADE DE9DN SPAN MI SLP 7 LOAD VALUE ±� 4 uu. W 0 Si0FD1MNL SLAT SPAN LIRN.' IELII25D MDL SEPAATKKI TO CIASS MAlmmu REQUIRED MAIL SLAT SPIN 'LUL• P wwD 3N¢ riDmIONe() UF96EDTOBXXTI SLAT Asa •LMAX. fl (Il RETl11D®YDL SIDAN1mN TO CLASBCSIII Lw1x.' ft (rt) Cn) 1%saI () ) YESUISD 70 HACK O STAT C^) 1-] 1SOUTHERN PINE 2 G=0.55) 60.6� w/1)STORM MRS P�� 'NAIL bMU6D-DVr 61mD-OUT ,rtwrmPLOID uDlwT W/ u B/ RMDU WBI(f � B/ O.APur w/D��BARS DWGIAS-FlR-SOf1IH(G=0.16) 60 O'-o' ' S 1/2' (p "INS ION¢ W YD IONE (P>•) p MwZND ZONE a (SSE name)fm name lTa nam e) EST ICL a PRUCE PINE-FIR-611H(G=0.36 60 30.0• 1D'-0" 10'-0' 10'-0' B'-I,A I. 1.0•_ B'-3' B'-3' B'-]" ]'-]' 35.0^ 10'-0' 10'-0' 10'-D' ]'-9' 1" B 1 2'_ a D^ ]'-9' ]'-9' ]'-9' _ ]'-3' 1' _ B I/B• 0.0•• 10'-0' 10'-0' 10'-0- 7'-5' 1' B 1 2- TOA^ 7--7' ]'-]' ]'-J• T-0' t' 8 1/B' 410» 10'-0' ID'-0' 10'-0' T'-2' Y B,Z' _ 45,0•^ ]'-a' J•- / a' T-a 6-9' ,010'-0' 10'-O' ]'-0' 1' B 1/2• 50.0» 7'-3• ]'-3' ]'-3' 6'-6• I' _ 55.0» 10'-0' 10'-0' 1D'-0' 8 1/2' 35,0•^ 7'-30 ]'-3" T•_ B I/8'_ BAD» 10'-0' 10 3 6-•' V 0' 10'-0' fi'-9' 1' 8 1 2' 80.0•^ )'_]' ]'_3' J'_3' 6-2' V B 1 B' SLAT PERFORMANCE CHART ITIS:(ONLY VALID FOR 1!8'SLIP) ... SLAT PERFORMANCE CHART IV:(LESS THAN 11e"SLIP) oJ— rr ssµ FOR A GIVEN MAJIWUMA.SO.DESIGN PRESSURE RATINGt—Q—SHUTTER MOUNT CONDITION FOR FOR A GIVEN A.S.D.DESIGN LOAD i u C INSTALLATIONS NPO STORM BARS PER DETAIL 2 BELOW (P.s.O.SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS NPO STORM BARS PER DETAIL 2 BELOW i1SE" CHART IIICI CHART RIMmbt 5I76'O TAPCON XL ANCHOR u SLAT SPAN DEFINITION 1R MW W VILE agm E®Oh AND TRAM A4D IDN 1.',._, ISE YAtOWy P091M1£ASA USE MAGNUM VALUE BETWEEN POSITIVE USE MN01UM PGSBM 5/160 TAPCON XL ANCHOR MAN.SLAT LDIO VALUE AND NEGATIVE ASD.LOAD ASL L0.N VALUE FIH SPAN MLC SLAT MDI.SLAT MASNUM MAX SLAT SPAN •LMw.• REQUIRES Ul SEPARAmN TO SPAN SPAN ro aAa�BOLVF ro f wol :: DESIGN 'LMAX.•(FT) (Il) NEWRED TO BACK OF SLAT C^) DESIGN -LmA'.( 'LYDI.'(R) •.CLI d srA N)1 . \ �. \`In'PLYA 00 Av0 PRES91AE BNL rnmD-a0 BtYD-qR v+a,.Ilwrm w/0 srORu 8165 LOAD I§LauR-al�R U"�UNDrD� W/o STORM MRS Yn (2)z•..•MOO SILOS M16Vo I'B NR Iv B/ Na'�I/I • a�A WLVD B/GS WwD zOxE (val) a a� (M.EACH 9DE.fLYUIII)t D¢Name)D¢xmo e) a 1-3 a MNO ION LUDO:ONE 30.0• ]'-6' ]'-fi' 7'-6' 6'-7' 1' B I/8' 30.0• g6'-6'A `�Nom A la DETAIL 1(ELEVATION) J'-Z' 6'-t' 1' 6 1 B' 35.0•• e•-3• a0.0^ 6'-0" 5 Ste: aS0^• 6'-B' 6'-B" 6'-B' S'-11' 1' 8 1/B'_ a3.0»_ 5'-10' SOA^• W-s' 6'-5' _ e,/B• 500» s'-9' I.ABOVE INDICATED MAX.STAT SPANS MAY BE USED AS LONG AS 510•+ 6'-3' 6'-3' 6'-]- 5'-T" I' a t/e' 55.0•^ 5'-T ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING BOD•^ 6"-t' s'-1' 6'-1' S'-5' 1' B 1 9' 60.0» s'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D.DESIGN LOAD. Yn MAXIMUMA.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOD0 FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF -----------------------------------_ VALID DDXiAS-F7R�UIH -------- --------------------- (�� DE MINIMUM LENGTH OF WALL AT EITHER SOUTHERTHE FLORIDA BUILDING L IM 9FUCEdJ - N)2(G'n1+`) 510E Of OPENING SHALL BE}}', i Sw SPIdAE FVE-FlR$IH(O+0.36) ••VAUD FOR DOUQAS-FIR-S]UDI(G=816) I O SO HRH FINE Q2(G-0,51) SLAT SPAN DEFINITION %MD FOR SXMIRN FIE d2(G655) FLORIDA BUILDING FADE(Non High Vebaity Hu K....Zana) rw ruu wMa a � � N 4 16•-0•Fu+BRe-out:; . I uAX p=Ovwc,MDrx ;; �3 , ��. ••••••••..,✓'N-- o2o1s mrtco wc. MBx INSTALLATION INTO WOOD FRAME STRUCTURES �SSVGENS�c 9-- Nautilus 1— a a �— (r dT6T-- IL E C O LNe. RDIIIng Shutter sy5tB0 04/10/16 #= n TE6.1xD.LNcw RING coRPy N EXPERT SHUTTER SERVICES INC. cr` VA /Y ItrWDOD AND =*t=� t'r ° " 1626 S.W.BRTYORE STRER (z)z'.6'wDoO sruos s q W = ^-• Pw•`Ia�m.aiip'Oa+1e,I-.m. " E 15-071 STA EOF �; WI..D^..m POOR)ST.LUCIErw D349U aN.a (TM.FAOI 90E.BE`0N0)} "�'•. 1 ®-0006)19` WWO Ao DETAIL 2(ELEVATION) i�4T "aw1p1m.Ak t«'lei`' cAr 2D ar 2s J'JNIun11„11aaNtoo . | l � � ' i | TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q &A GIVEN STORM BAR SPACING(ft)'* MA%IMUM A.S.D. STORM BAR SPACING (Fr) DESIGN PRESSURE RATING 2' 1 2.667' 3' 3.5' 4' 4.5' 5' 1 5.5' 6' 6.667, 61 30.0 ll'-O" 11'-0" 11'-0" _ 11'-0" 11'-0" 11'-0" 11'-0" i l'-0" _11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALV+TIONS 35.0 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" --11'-0" 11'-0' 11'-0" W 1 OR MORE STORM BARS PER SHl1TTER. 40.0 11'-0" 11•_0" 11•_0•• 11'_0" 11'-0" _ ll•_0" 11'-0" 11'-0'• 11•-0•• -11•-D'• 45.0 11'-O" _11'-0" 11'-0" 11'-0" 11'-0" 11'-0" _i t'-0" 11'-D" 11'-0" 11'-0"- 50.0 11'-0" ll'-O" _ 11'-0" 11'-0" 11'-0" _ 11'-0" • -THIS REGI IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • �(W/ 2 OR MORE STORM BARS PER SHUTTER. 11'-0" 1 l'-0" 11'-0" 11'-0" 11'-0" i l'-0" 11'-0" 11'-0" 1T___0__- 60.0 - 65.0 _ 11'-0" 11'-0" -11'-0" 11'-O" 11•_0" 11,_O,. 11•_O" 11'-0" 11'-0" 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • 11'-0" • - --- 75.0 11'-0" 11'-D" _ 11'-0" 11'-0" 1 1'-0" 11'-0" 11'-0" W-0, • _- - 80.0 _ 0" 11'-0" 11'-0" 11'-0" 11-0" 11'-0" 11'-0" 10'-10" • _ 85.0 11'-0" 11'-0" 11'-0„ 11,-0;. - 11'-0" 11'-0" 90.0 11'-0" 11'-0" - 11-O" - 95.0 1l'_O• 11'-0" 11'-0" 11'-0" - 11•_D" 11•_D" ---- - - - 100.0 11'-0" 11'-O" 11'-0" 11'-0" 11"-0" 1 - 105.0 11'-0" 11'-0" 11-0" 11'-0" 11'-0" - 110.0 _11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - 115.0 11'-0• 11'-0" 11•_0" 11'-0" - 120.0 11'-0" 11'-0" 11'-O" 11'-0., - --- - _ -- 125.0 11'-0" 11'-0" 11'-0" 10'-10" 130.0 11'-0" 11'-0" 11'-0" - - -- - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - 140.0 11'-0" 11'-0" 11'-0" - --- 145.0 11'-0" 11'-0" 10'-11" 150.0 11'-0" 11'-0" 155.0 11'-0" 11'-0" _- 160.0 11'_0" 11'-0" - •* MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN \\\1x[xx1111.11111r� FLORIDA BUILDING CODE(Non High Vetacily Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. \\\.��, �i�" axars mn, we oPrw„ P� ten rENSE' � 1'� Nautilus IAL c0:7 � Rolling Shutter System oV10 a �L o.R1 R,„a aa- EXP!RTHUTTER SERVICES INC. *•• ^(� - 6 S.W.BIEllnNeE S1eEFT STATE = r•n'-1,J6a...:voav„-1i.'I' 15-071 f ST.L 1.M asF - ` .-"„x w...o.el.ron, l,.[-aaaa.rl,:ant ax.-aaae fe-aaa6x19 aw„Wa M. IULTEA 4 TALE Jr.P.E. ��F' TE rtaa1M lk./ 4 4 1 e2 -Ell xx or xa TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9)FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION Sl-Sl(SHEET 9)FOR A GIVEN A.S.D.DESIGN LOAD(p.sf.),&STORM BAR SPACING(ft) STORM BAR SPACING"ae'(FT) STORM BAR SPACING W(FI) r 2.667' 3' 13.5- IC 4.5' W 5.5' 6' 6-667' 2 2.60r 3' 3.5 4 4.5 1 6. C." - ' ' ' . 5.5' 6.667' 30.0 AB C0 &%CJ) ABC,D A.B.0.D kMCtD A.B.0.0 A.R.CX &S.CD A,B D ASCD 30.0 A.B.C.0 &B.C.0 AB C.0 8,CD ABC.D AB;.D A,8,CD )0.0 AS.0 A.B.0 35.0A.D.C.0 A,0,C,D B.C,o A B.C.0 A.B.C.0 ARC D B C.D 8 C.D A.B.0,D %BCD no A.B.C.D ",C.D A.BCD &B.C.0 A.00.D A.B.0 A.B.0 Aarc A's A 40.0 Aa,C.D &B.C,D AU.C.0 &B.C.0 &B.ChO A.B.0,D A.B.0.0 Aa.C.0 A8,CO &BC,n 40.6 A,8,CD AR.C.D A. C AB.C.D B.G A.8,C ABC A A A 410 AB C0 A.0,CD AB,C,D. ASCD __ AB,CA A.0,C.0 ABAD Alelc 4" A.B.CD &O.CD A.B.C.0 &B.0 A.B.0 ALB,C A A A A 50.0 A,B,C.D A.B,C,D B.C.0 A.B.C,D A@,C.D A.B,C.D A.B.C.D A.O.C.D A.B.0.0 A.B.0 50.0 AA.C.D A.B,C,D XB.C.0 AB.0 A.8,C A A A A A S&O &B.C.0 A.B.C.1) A,%C.0 &%Cg A.%C.D XBCD A,B.C.D &U.0 ABC A.BC S&O xeco ABIC.0 A.%C A.B.0 A A A A 4 A ou A.B.C.0 AU.C,O A.B.C.D Aa,C.D ASCD A.9,C,D A.B.C.13 A.B.0 AELC Alex amo A.BX,I) "'C A.B.C.. A.8 A A A A A A 05.0 AB,C.D B,CD AB C.0 A.D.C.0 AB.0O A.BC,O ABC AQ.0 A.01C AB B&O AJ3.CD AOC &B.0 A A A A A A A 700 A.B.CM &BCQ 0.B__C`D A.B.C.0 AB.C.0 A.B.0 A.B.0 ABC I A.8 A 70.0 A.B.C.0 A.B.0 AB A A A A A A 710 A.B,C,D A.B.C.D A.B.C.0 _A.BCD _&g_CD A.B.0 A.B.0 AD A A 75.0 &B.C.D &q,C A A A_ A A A aIXO A.0,C.D A.B.C.0 AELC�D A.U.C.D A.B.0 &B.0 A.BC A A A 80.0 A.0,C A.8 A A A A A B&O ABCD &BCD A,0,C,D, AO.C.q AQ,C BC A.0 A A A B&O ABC A A A A A A 00.0 A.BoCID A.B.C,D A.B.C.1) I AB.0 A.B.0 ABC A A A A 9010 AB.0 A A A A A 150 A.B.C.0 A.S.CD A.BAO I A.9,C ALBC -A.8 A A A A R&D A.0,C A A A A 100.0 A.0,C.D &B,C,D %BCD I AX.0 ARC A A A A A 10040 A8,C A A A A A A A A A A A A A A A A A A MI&O AB CD A.8,C0 BC I HC A.6 A A A A A Tom AS -A A A A 110.0 AB C'D &BCD A.B.0 I A.B.0 A A A A A A 1110 A.B.C.0 AB.C.0 A.B.0 i A�B,C A A A A A A 110.0 A A A_ A -Z- -11" A A A A 12010 A,9.QD A,5,C A.B.0 I A.8 A A A A A A 120.0 A A A A I 123.0 A.%C.0 "'C A.B.0 A A A A_ A A A .125.0 A A A 1=0 A.0,C.D AAC Al%C A A A A A A A 11.40 A A A 1330 AB C.D AB,C AB.0 A A A A. A A 135.0 A A A 140.0 &9,C,D &B_C_ _LB_ A A -A A A A 14" A A A t410 A.B.C.0 ABC-- A.8 � A A A A A A 145.0 A A A 150.0 A.B.C,D ABC A 1 A A A A A 1390 A A 11170 ABC AD A A A A A A 7 MO A A --150-0 A8 AB A 1 A A A A Isao A A ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK isou TZ EXPANSION ANCHOR W/2 1/2-Mi.. EMBEDMENT*&5"Mi..THICK POURED CONCRETE(f.-3000 pill B 3/8exi 1/4'POWERS CALK-IN ANCHORS W1 1 7/4'Min.EMBEDMENT*TO POURED CONCRETE(f'.-3000 psi)&3/a"0-16 MACHINE SCREWS C 1/4*0x3/4'ALL POINTS SOLID-SET ANCHORS W/716`Min.EMBEDMENT*TO POURED CONCRETE(f.-SOOO p.1) 1/4-0-20,18-8 STAINLESS STEEL MACHINE A-r ♦ FLORIDA BUILDING CODE(Non High Wd.city 111.161-U..) SCREWS ..........10EN. AQ autilus N D 5/15'o frW/BUILDEX TAPCON ANCHORS W/ Rolling Shutter System 2 1/4*Min.EMBEDMENT*TO POURED CONCRETE(('c-2899 psi} f--rILT 7-9 A ENGINE-0 MUFAIll EXPERT SHUTTER SERVICES INC. AWE1626 Sm SILTMWE 15-071 EMBEDMENT is BEYOND AWIFLOOR CEILING FINISH STAT OF % a0-A of If 44161 5x££11 E3 OE is 11 rA "Alm 2 SCHEDULE1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.(.) 8 A MAX MULLION SPACING(R) DESIGN PRESSURE RATING(P.S.F.),&A MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(r0 MAXIMUM MULLION SPAN(IT) YAY ASD. IUIDIIw ©4'x6":1/4'MULLION G1 4'SB'11/4°MULLION 4'x)`.1/4'THICK(318-FLNGE)MULLIOsRA41Nu0w 416x1/4'MULLION 4-xBx1/4'MULLION 4'.n 14-THICK NmsSPUNo Tfl�REw RANGE)MULUON RATMRATING ) (N ORIENTARON]I OMENTAIION 12(0)t OTOEMAIION 01 ORIEMAnON/3 Q) MIENTATION 11 44tj OMEMATION 02(Q) (AAI•) (N• ORIEMATION JI ORIENTATION/2(D)l OMENTATION 01 t4fj ORIENTATION/2(Q)f ORIEMAPON/2 G) ENO I INTERIOR ENO INTERIOR END I INTERIOR END F12'-O' R END END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR ENO INTERIOR 30A 20"-0• 7'-10' 9'-8' ]'-3" 12'-0" 9'-{' 10'-7" 8'-0" 8'-B' 7'-6" 1T'-8' J0.0 20'-0" 7'-10' 9'-8' ]'-]' 35A 20'-0' )'-4' 9'-3' 6'-8' 11'-5' B'-8' 10'-0' ]'-]' 8'-11' 6'-11' 12'-6' J9A 20'-0• ]'-{' 9'-3' 6'-9' II'-5' 8'-B' 10'-0' 7'-7' 12'-e' 6'-11' 12'-B' 404 20'-D' 8'-1D' 8'-10' 6'-1" 10'-I I' B'-I' B'-)' )'-J' B'-5' 6'-6' 1T'-6' IOD 20'-0' 6'-10' B'-10' B'-<' 10'-II' B'-1' 9'-7' )'-}' 12'-6' 410 20'-0' 8'-fi' B'-6" B_-6'_ 10'-6' J'-B' 9'-]' 6'-I1' ]'-11' B'-2' _128' 140 20'-0' 6'-B' ' 12'-6' BOD 20'-0' B'-Z' B'-3' fi'-0' 9'-11' 7'-4' 8'-II' 6'-]' )'-t• S'-11• 12'-8' 50.0 20'-0' 8'-Z' 8'-2• 6'-0' 10'-2' 7'-1' B'-11' S'-J' 12'-6' S'-11' 1Z'-6' SSD 30-0-0' S'-11' ]'-lt' S'-9' _ 9'-0' e'-e' 8'-)' 6'-3' 6'-B' S'-T 12•-B' '1R0 20'-0• 5'-11' T-11' S'-9• 9'-10' )'-0' B'-]' {'-10' 12'-4' S'-]' lY-6' 80.0 19'-5• S'-9' )'-8' S'-6' B'-6' 8'-4' e'-6' 6'-2' 6'- 1 5'-6' 12'-8• 80.0 IB'-5' 5'-9' 7'-9' S'-8' 9'-B• 6'-10' 8'-fi' 4'-B' 12'-0' S'-6' 12'-6' 110 1B'-4' S'-9 T-9' S'-4' B'-4• 6'-4• B'-4' 6'-Z ' B'-{' S'-6 12'-8' OJA 1B'-4' 5'-9 7'-9' 5'-4' 9'-7• B'-10' B'-5• 4'-8' 11'-10' 5'-e 7" 1)'-{• 5'-9• T-B• 5'-4_ 8'-2• 6'-J• B'-2• 6'-2' 8'-3• 5'-6 12'12'=6' 70.0 17'-4• 5'-9• )'-B• 5'-{' 9'-e' _6'-f0• B'-4' {'-8• II'-9' 710 I6'-6• _ 5'-9' )'-]' S'-4' 8'-0' 6'-Y B'-0' 6'-2' 11'-]' 8'-J" 5'-6 12'-5' )6A 16'-6' 5'-9' ]'-7' S'-1' 9=5' 6'-10• 8'-J' BOA 15'-9• S'-9• 7'-7• S'-4' 7'-10' 6'-3• 7'-10' 6'-3' 11'-6• _ 6'-3• 5'-6 12'-4' 80.0 15'-9' 5'-9' 7'-7" 5'-4' 9'-4' 6'-10' B'-3' 1'-B' 11'-6' S'-8_ 12'-/' BSO 15'-0' S'-9' 7'-7• 5'-4• )'-9' 6'-J' 7'-9" 8'-2' 11'-5' 6'-3' 5'-6 12=3 BSO 15'-0' 5'-9' )'-7' S'-4' 9'-3• 6'-10' B'-2' 4'-B' 11'-5' S'-6 12'-3 90.0 14 3' 5'-10' ]'-7' S'-5' )'-9' 6'-4' T-9• 6'-3' 11'-5' 6'-4' S•-7 12'-J 910 14'-2' S'- _ 10' 7'-T 5'-5' 9'-]' 6'-11' 8'-J' 4'-10' 11'-5' S'-) 12'-J ]'-9• 6'-5• )-9 6'-4' II'-3• 8'-5' S'-B 12'-3 910 1J'_5' S'-t0' 7'-7• 5'-6' 9'-J' 6'-11' B'-3• 4'-11' 11'-5' 5'-e 12'-3 100.0 12'-9' S•-11• 70-7• 5'_7' T-B' 6'-6• )'_g• e1_4' 11•_5• 6'-6' S'-9 12'-3 100.0 12'-9' S'-11• )'-)' 5'-]' 9'-J' ]'-0' 8'-3" 5'-O' II'-5• 5'-9 IZ'-3 1010 12'-3' 6'-0' ]'-]' S_-)" 7'-9' 8'-7" ]'-9' B'-S' 11'-5' 6'-T 5'-9 12'-3 105.0 12'-2' 6'-0' ]'-7' S'-]' 9'-J' ]'-1' B'-2' S'-1' 11'-5' S'-9 12-3 I10A I1'-7• 6'-0' )'-]' S'-B' _7'-9• 6'-B' 7'-9• 6'-6' 11•-S' 6'-B' S'-10• 12'-3 110.0 11'-7' 6'-0' _T-7' E'-B' 9'-J" ]'-2" B'-3' S'-J" II'-5' 5'-10' 12'-3 1160 I1'-1' 6'-1• ]'-]' S'-8' 7'-9• 6'-9' ]'-B' fi'-]' 11'-5' 8'-9' S'-11' 12'-3 It" 11'-1' 6'-1' 7'-]' 3'-9' 9'-J' ]'-3' 8'-3' S'-4' 11'-5' 120A 10'-e• e'-1' T-8' S'-B' )'-9' 6'-10' )'-9' 8'-)'_ 11'-5' 6'-10' B'-0' 12'-3 1210 10•-B' 6'-1' 7'-6' 5'-9' 9'-3' J'-J' 8'-2' S'-S' 11'-5' 8'-0'_ 12'-3 125.0 10'-Z' 6'-2' 7'-7' 5'-10' T-10• 7'-O• 7'-10• 6'-9• 11'-5' 7'-0' B'-1' 12'-3 1250 10-2-2' 6'-2' T7' 5'-10• 9•-3' 7'-4' B'-3' 6 9' _ 11'-5' 6'-I' 12'-3 S'-10• 7'-9• 7'-0' 1'-9• e'-9• 11'-5• 7'-0' fi'-1' 12'-3 1310 9'-10' 6'-J' 7'-7' 5'-10• 9'-3• 7'-4' 8'-2' 6'-9' II'-5' 60-1' 12'-1 133A 9'-5' 6'-4' ]'-7• S'-I 17'-10' 7'-2' 7-10• 6'-10' 11'-5' 7'-3' e'-2- 12'-3 1310 9'-5' 6'-4' 7'-7' S'-11' 9'-3' 7'-5' B'-3• 6'-10• 1V-5' 6'-2' 1T-] 140.0 9'-1' 6'-4• )'-]' e'-0' 7'-10' )'-J' ]'-10' 6'-11' 11'-5' )'-]' B'-J40.0• 12-3 19B'-1' 7'-7' 6.-0. 9•-3' 7'-G' 8'-3, e'-11' n'-s• 6,-3w1Ta 1410 B'-10• 6'-5' 7'-6' 6'-0' 7-9• T-4• 7•-9' 6'-11' I1'-5' ]'-4' B'-J' IT-J 1410 8'-10' 6'-5' 7'-B' 6'-0' 9'-J' 7'-6' B'-Z' 6'-11' I1'-5• e'-3• 12'-3 150.0 0'-fi' 6'-6' 7'-7' 6'-1' 7'-9' 7'-5' 7'-9' )'-0' II'-5' 7'-5' fi'-1' 12'-3 150.0 B'-8' 6'-8'_ 7'-)' 6'-1' 9'-J' )'-]' 8'-T' 7'-0' 11'-5• B'-4' 12'­ I-. 7'-7' B'-• 1 I1'-5' )'-6' 6'-5' 13'-J 1310 B•_ 2 T-9• 7'-8• )'-8' )•_ J 6'-8' ]'-T 6'_Z' B'-J' T- 180.0 B'-0• 6'-7' 7'-9' 7'-2' 11'-5' T-T 6'-e• 12'-3 160.0 B'-0' e'- 8 B'-2' T-1• f 1'-5' 6'-S• 12'-3 ]' )'-e' 6'-7' B'-J' )'-9' 1 8'-3' 1 )'-2• 11'-5• 6'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION I � I I 3 I INTERIOR I I MULLION 1 I ,1p1p1I1Il IIlIIpI ``"1�Sf.�'A•T/��i�{' ROROA BUILDING CODE(Nan High Velocity Hurticane Zone) •;1/.p'.y omo—C.Nc. mown ar: Nautilus r.AA MULLION SPACING:"S" `*��D•4416 �� Rolling Shutter System 04/10/15 IL EC®cxo� o'. —�—''f E "T", A E„01„ RI„ ,AN, EXPERT SHUTTER SERVICES INC. �`x 9'• AT��{r�7 w.a. 1526 S.N.MWORE SRVEET 'O'•, Q' .`�pmAr"1v'mo.m:cmN,1-leivm 15-071 �' 'C e m s IRl4c 9001 PoRT ST.LUWE, 's,F'••�ORIDP Q.4'.�`��� °®-000a)1s ox ur)I ec1-0Rw 0x.wm0 N0 (rTp) $I•••' DATE U.I.i'16')c ” JRELT x.01 76 136 rYq'q °4444'44"§? ?`b' a n yZ. i9• a 7^n 112V „ I I_I I i_I I P ml m m mI p ml p m1 bAm �� "ggg•i4bb bbb�R4,44 ��� o Sw«44mm"R44RR44bb444444 � .�N yWP�� OU � z •- _��_..� zf7i- Z .. ..�- - aam'm'w w w N++yy µµt m 0o z � "��44 'bl m•i 4='�^44b'°n ©�� o m� ��r � 444444444444'?4 '� [�e w�� a�"�= ,^,. - oob mbmbmmwmbo.m Zz ��G�. o'�:'4 S.n�4 Ijj I+ m'z_"cpif p {'b«RY•R" moo4444'144444' � ym�� � q' _ ''oub ul'm 4�mlm'o»•� 7xzn ^11.04.".-'o b-^'muu mummmmmmbbbb eu• � d �_� rn o Q�_ � �„44:ib'�4 4'Rew4b « aomo� ��_� m 4R7^44b444Imbb4444b4 � w' �- � iww xz� � wrcvi z. • .. wags 'I"» I I I�I V I I I V I I I i l i 1 1 �oea °` �N•'IRu�mr i"im`i7 tmW p �b mMg101 b�9I K.4�4; o - -- �s' �Ialll'1 Ad 's� � � II Illl „1,,,.,, � �g ��ry4444 4444444 a� oo �� � :"\Q\'.•.l •1atdJ%r, w p 7 ' y<� �� 9I g ggg9 g999F _ _ _- �gua Z _ti• aJ G'. - -««N««««««iv Z NQz� �2 ''lrylilll111111111N\a� b-bb«�4 u �anmmmmm a 1 b m�mry4"" iueau Sao o < »anssn xm j Z o z= x O99 ra go o - �o „a4b ° y «.mm4 4'44444_44444b44'444444.444R4w r o g �a'bmmm'” gam= _ � aa_ g - mmm FQW a • = a' "1w” �� bb'�bm bbb' bb' o�m a• �b _ a m_ mrmm444'I@ 14�aaao 2 SS L4:Lob• b• aw :. tl- m ?o x ^'' - 71, bb!�- - = po4plmo a� gb7a 'lob '� 1... ..Shu w I1- mwmbm^.•S.ai x G t� .m . . •p.b Y7i=Y• 4RR ¢ - - Cn•Ru �"Yb I'�cn•i 06�=] i+«-bbi�b « -m--__-_- _-Imu,babbbb•oml�p bivF-�_� _-__ WRa,'j gyp• boln4bbb44;.'6bbl' bob' b4 wZ -I � o cm _� i mI,Y 44YR4 4Y I o= �yb 4y„_b. oWz ^� d�ne^1=_ __ «Inmaiv__ ii mma- mem Wo mb oii. memm:'.n a.m - mw ay^,O mm IIN• 'il`N i i i i I I IIt I I I I I I I I I I I Vl K _ Nir i'Y o•a n'Yb•»i�., tW7 i4 i3 11 I I I I I�I II Oft z6q?4'°4b44444=4�44444444m�Y4�$ g � ..--__�_mm•ma�slb mmmm®mmmbm�b o �Qbowmlmi.,:�•mmltimmiq moo73 � � S� A � � � � 2 = =�H Qm Yhm4 M'T roi u « Ja{ 1z, u 3 x SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.Q.&A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.) &AND 7'-0"MAX.MULLION SPACING SPACING(ft)' (FT) MAXIMUM MULLION SPAN 0`0 MAXIMUM MULLION SPAN(17) MAX MRL OE X •) ('�ai ©4'x6511/4'MULLION 416"x14"MULLION G4'x7114'THICK(3W FLANGE)MULLION C'MWXNUM 'x6"x1/4"MULLION "XI/4-MULLION G RESSI M MUjx � sRAmm � SPACING FIANGE)MULION ORIENTATION/I ORIENTATION 2(0) ORIENTATION 1 t ORIENTATI /2(0) ORENTATION I ORIENTATION y2(0) (D+ w 0 ORIENTATION B1 t ORIENTATION#2(0)t ORIENTATION 11 I-4tj OWEMAIx)N/2( ORIENTATION 92()t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END I INTERIOR ENO I INTERIOR ENO I INTERIOR I END INTERIOR END INTERIOR 50.0 7'-O' 12'-8' 12'-6' 12'-6" 12'-6' I2'-6' 12'-6' 12'-8' 12'-6' _ 12'-6' 12'-8' 12'-6' 7'-0' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6- ]40 7'-00 12'-6' 1Z'-6' 12'-50 120-9' 12'-6' 12'-6' 12'-6' 12'-6' 12'-e' 12'-6' 12'-6' 0 74-00_ 12'-6' 12'-S- 12'-8' 2--l' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 40.0 7'-0' 12'-6' 12'-fi'_ 12'-e' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-5' 12'-6' 7'-0' 12'-6' 12'-6' 12 6' 12'-6' 12'-6' 12'-6' 12'-fi' 12'-B' 12'-6' 12'-6' 460 7-0' 12'-6' 12'-0' 12'-6' 12'-B' 12'-6' 12'-6' 12'-0'_ 12'-8' 12'-6' 12'-1' _I2'-6' V-0' 12'-e' 12'-0' 12'-fi' 12'-6' 12'-8' 12'-8' 12'-6' 12'-6' 12'-6' 12'-8' 50.0 7'-0' 12'-6' 11'-7' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6- 12'-6' 12'-6' 12'-6' 120-6' 50.0 T-00 12'-6' 11'-7' 12'-5' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 840 7'-0' 12'-B' 11'-]' W-6' 12'-6' 12'-6' 12'-]' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' J'-0' 12'-6' 11'-]' 12'-6' 12'-6' 12'-6' 12'-]' 120-8' 12'-B' 12'-6' 12'-8' 800 7'-0' 12'-8' 10'-11' 12'-e' 12'-0' 12'-6' 1V-11' 12'-B' 12'-6' 12'-6' 12'-6' 12'-6' m.D 7'-0' 12'-fi' 10'-11'_ 12'-e'- 12'-6' I2'-B' I1'-11' 12'-e' 12'-B' 12'-e' 12'-8' 60.0 7'-0' 12'-fi' 10'-e' I2'-1' 12'-e' 120-6' 11'-7' 12'-8' 12'-6' 12'-6' 12'-B' 12'-6' .0 ]'-0' 124-6' 10'-B' 12•-1' 12'-6' 12'-6' 11'-J' 12'-6' 12'-8' 12'-6' 12'-6' ]0.0 7'-0' 12'-60 10'-5' 11'-6' 12'-6' 12'-6' II'-]' 12'-8' 12'-B' 12'-6' 12'-6' 12'-6' To.O _)'-0' I2'-6' 10'-5' 11'-8' 12'-6' 12'-6' 11'-3' 12'-6' 12'-6' 12'-6' 12'-6' ]60 ]'-0' 12'-1' 10'-2' 10'-11' 12'-6' 12'-6' 11'-0' 11'-11' 12'-6' _ 13'-6' 12'-8' 12'-6' T-0' 12'-1' 10'-2' 10'-I1' 12'-6' 12'-6' I1'-0' I1'-11' 12'-B' 12'-8' 12'-6' 80.0 7'-0' 11'-6' 9'-11' 10'-6' 12'-4' 12'-e' 10'-10' 11'-5' 120-fi' 12'-6' 11'-1 i' 12'-6' fig_ ]-=0' 11'-6' 9'-11' 10'-6' 12'-4' 12'-e' 10'-10' 11'-5' 12'-6' 11'-11' 12'-fi' 85.0 7'-0' 11'-0' B'-9' 10'-2' 120-1' 12'-6' IO'-7' 11'-0' 12'-8'_ 12'-6' 11'-4' 12'-6' �9— 7'-O' 1V-0' B'-9' 10'-2' _ 12'-1' 12'-6' 1V-]' 11'-0' 12'-6' 11'-4' 1 12'-6' 900 7'-0' 10'-7' 9'-7' 9'-10' 11'-10' 12'-5' 10'-5' 10'-8' 12'-6' _ 12'-2' 10'-10' 12'-6' 00.0 7•-0' 10'-7' 9'-7' 9'-10' II'-ID' 12'-5' V-5* IT-e' 12'-6' 10'-10' 1 12'-8' ISE) ] 0' f0'-2' 9'-5' 9•-e' 11'-7• 11'-I1' 10'-2' 10'-4' 12'-8' 11'-9' _10'-5' 12'-e' _gbg_ 7'-0- 10•-2' 9'-5' 9'-fi' 11'-]' 110-11' 10'-2' 10'-4' 12'-8'_ 10•-5' 12'-6' 111 7'-0' 9'-10' 9'-]' e'-]' 11'-5' 11'-6' IO'-0' t0'-1' 12'-6' 11'-5' 10'-1' 12'-6' 7'-0' 9'-10' 9'-3' 9'-3' 11'-5' II'-6' 10'-0' f0'-1' 12'-6' 10'-1' 12'-6' 105.0 7'-0' 9'-6' 9'-1' 9'-1' 11'-]' 11'-2' 9'-10' I 9'-10' 12'-6' 11'-1' 9'-B' 12'-6' 7'-0' 9'-6' 9'-1' 1 110-2' 9'-10' 9'-10' 12'-6' 9'-6' 1 12'-6' 1100 7'-0' 9'-]' e'-11' 6'-10' 11'-1' 1D'-10' 9'-9' 9'-7' 12'-B' 10'-9' 9'-5'_ 12'-6' V-0' 9'-]' B'-11' B'-ID' 11•-1' 10'-10' 9'-9' 9'-7 12'-6' 9'-5' 12'-6' 1160 7'-0' 9'-0' B'-10' B'-]' 10'-11' 1D'-]' 9'-7' 9'-5' 12'-6" 10'-S' 9'-1' 12'-6' 7'-0- 90-0' 8'-10' B_-7' f0'-I l' 10•-]' 9'-]' 9'-5' 12'-e' 9'-t' 12'-6' 1200 7'-0' 879' 80-8' 8'-5' ID'-9' 10'-3' 9'-5' 9'-3' 12'-6' 10'-2' 9'-10' 12'-6' 1200 _7'-0' 8'-9' B'-8' B'-S' 10'-9' 10'-]' 9'-5' _ 9'-3' 12'-B' 9'-10' 12'-6' 1260 7'-0' 8'-61 B'-7' 8'-2' l0'-7' 10'-0' 9'-4' 9'-1' 12'-6' _ 9'-t l' B'-]' 12'-6' 125.0 ] 0- B•-6' 8'-J' 8'-2' 10•-]' 10'-0' 9'-4' 9'-1' 12'-8' B'-]' 12'-6' 130.0 7'-0 8'-4' B'-5' 8'-0' 10'-8' 9'-9' 9'-2' 8'-11' 12'-6' 9'-9' 8'-5' 12'-6' 7'-00 8'-4' 80-5' B'-0' 10'-6' 9'-9' 9'-2' B'-11' 12'-e' 1560 ]'-0' B'-2' B'-1' 7'-9' f0'-1' 9'-7' 9'-1' 8'-9' _ 12'-6' 9'-6' 8'-2' 12'-6' im IS B'-4' 7'-9' 10'-4' 9'-J' 9'-I' B'-9' 12'-6' B'-2' 12'-6' 140.0 ]'-0' 8'-0' 8'-]' 7'-7' 10'-1' V-4' 9'-0' 8'-7' 12'-6' 9'-4' 8'-0' 11'-8' '-0' ]-7' 9'-4' ' ' ' ' ' ' B'-0' 12'-6' 1{0.0 ]'-0' ]'-10' B'-2' ]-5' 9'-2' 8'-10' 0'-8' 12'-6' 9'-2' 7'-10' 12'-6' T-lO' B'-2' 7'-5' 10'-1' 9'-2' B'-10' B'-6' 12'-6' ]'-10' IZ'-fi' 1500 7'-0' 7'-8' 8'-1" -4' B'-9' B'-4' 12'-6' e'-11' J'-B' 1Y-fi' ]'-8' B'-I' ]'-4' 9'-0' B'-9' B'-4' 12'-6' J'-e' 12'-6' ]'-0' 7'-8' B'-0" ]'-2' 9'-2' B'-f0' e'-8' B'-]' 13'-5' B'-9' ]'-6' 12'-6' 7'-6' 0'-0' 7'-2' 9'-10' B'-10' 8'-8' B'-]' 12'-5' ]'-8' 12'-6'1800 )'-0' 7'-4' ]'-11' ]'-0' B'-10' B'-B' B'-]' B'-1' 12'-2' B'-8' 7'-5' 12'-fi' 7'-4' 7'-11' 7'-0' 9'-9' B'-B' B'-7' B'-1' 12'-2' 7'-5' 12'-fi' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT AS.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. r ND MULLION z I �= I I I -INTERIOR MULLION �ITI0.1 ,14 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zane) �' t '�' ?�F•;•'''�pEN SF''., ''•�� exols mrtl:a w6. 9RaWN ec \ Nautilus L MULLION SPACING:"S" _ 444671,k Rolling Shutter System ov1971s 7n_,E I L E C ONc"0YP aATE 'r EXPERT SHUTTER SERVICES INC. '�� 09 W` I626 S.W.eILWORE MEET $-o'•, W °imr�rl .`:"'1mn_Inv' ®-Oaa67191' I%,5I.LUOIE.M1 15-071 .]4984 Iea07w-lme.rwu Dnl xrlbvRO " e.LLTCR A IM1lO Jr.R.L P:P, �I��AL A�' nnnmA 1:.F.4167 xT x6 ar]e TNI J