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HomeMy WebLinkAboutPRODUCT APPROVAL1/42018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I State & Facts Publications I'M Staff 8CIS Site Map I Links Search' F�orid d y 1_.0 Product Approval pr 9 USER: Public User 1,. SCANNED Product Approval Menu > Product or Application Search > Application Ust BY St. Lucie County Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Tvoe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3E Subcategory: Accordion ,+ppraveo py uprrc. npprovars py V brn snan oe review. one marled by me YUC anWor the Commission It necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida :: Pdvacv 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 Me Department with an email address If they have one. The emails provided may be used for official communication with Me licensee. However small addresses are public record. If you do not wish to supply a personal address, please provide Me 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: M ® Z_M Credit Card Safe https://floOdabuilding.org/pripr_app_lst.aspx 1/1 [Egawwwwfiq BERM4 N.V. ACCORCRM SHUTTER SYSTEM SND'MN ON MIS PRODUCT EVAUAVON COMMENT (POD.) NAS EVEN VERME0 FOR COUPWNCE IN r{COROANCE RM THE 2017 (SW EDMN) OF THE FLORIDA BUUONO WOE. INS AOCURSON SHUTTER SYSTEM SHILL NOT BE I.NS1ALLED AT WON VELOCITY HURRICANE ZONES OESON RM LOADS SHALL BE DETERMMFD M PER SECTION IWO OF ME NK)W MEN'T"ED CODE, FOR A BASIC COME SPEED RECIL ED BY ME MINSDOHER NON WE SHUTTER you.BE WSFALIED eW A MRECTIOHALIIY FACTOR NE-OSS, MRS MEE 7-10 AAO SIW.L NOT EKCEED ME MANI (AS-O.) BMW PRESSURE P,ITNGS IND c lF0 ON SHEETS II TNRO 15. 19 & 20. N aRaER TO VERFY ME MOVE CONDMON, ULTNATE DESIGN WIND LOADS DETERMINED PER AIDE 7-10 shW BE FIST REDUCED TO AGO. MAN WIND =9 BY MULTPLWNC WON BY Me IN ORUERM COMPARE THESE W/ MAX, (ASO) MI PRESSURE HANGS MUM ON SHEETS I I MR, 15. 19 & W. IN ORDER TO VERIFY TUT COMPONENTS Me MCHORS ON MR P.£D, AS TESTED. WERE NOT OVER STRESSED, A W L INCREASE IN ALLOWABLE STRESS FOR HAND LOADS WAS NOT WED IN ME, ANAYME, NONEVER, A "D DURATON FACTOR CO-1.60 WAS USED FOR VDenCATION OF FASTENFFS M WOOD BERNN N.V, ACCBRMN SFRTMM SYSTEMS AOECUALY FOR WINO AND LARGE MISSRE NPAOT LOAD HAS SEEN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED COOS AS PER An. REPCRTS. -W STAR 0 10G14.01-03, 1071501-03, 11004.01-05. /1214,01-05, 1017.02-06. 106B9.01-10 ANTI (G210.01-11 AS PER TAS-201, TAS-202 MID TAS-203 PROVED" AND ASTM E-I6B6 AND E-1996 MUNDAROS (AUSSILE LEVEL D. WND ZONES 1, 2 & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -NV WMDOW ELMIE & 10503.01-08 AS PER ASTM E-I886 AND E-1996 (MISS!£ LEI D. MD ZONES 1, 2, 31 EASO PROTECTOR ONLY AND 1 W2501-68 A, PER TAS 202 PROTOCOL 2. W BLADED AND W/ MMDO.Y BLADE ® ARE ERLWEEREO M WORK N UNISON RIM EACH OWES UNDEA ME GENERA UMRAWNS AND COMMONS OF USE ON:GTED ON SHEET 19 3. SOMA H.V. ACODROON PINS (W SCREEN), USED AT BLADES RNUCgE AND FOR DIRECT MOUNT CONNECTOR TO TRANS SHALL BE 114a2.75• AND 114F1.75• RESPECTIVELY. 410-W MINIMUM STAINLESS STEEL BERM CORN 'fe Rif HE'S STRFNOW AND "'S W TENSILE EMENGM, MRS SHLLL BE COATED '"IGERnN SERIES OAISROSWnD COMING SYSTEM AS MMWACNRED BY M DOWNS APPIIGTCRS, REGISTERED WON MEM04 SHATTER SSTEMS ASSOCMION. PINS MUST BEM WE RV AMONG M WON NEAR. PpSVED 4. ILL MLUMIIIM IDTIR ONS SHAM BE AFTMHMFM ASSO VW A -ICY MID TENTER M NaCAIED ON SNEER 2 AND M No"My YIELD WRMW FOR (IM-TES ALLOY IS 30O W Me 35.7 W FOR 6005-TS ALLOY, 5. ILL SCREM TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR ODIMOS!ON RESISTANT COATED CARBON STEEL AS PER DN 5Wi5 RM 5D W MN. WELD SMFMSM AND 90 W AN. MRSLE SMRICK MD SNNL C01ffLY W/ FLORIDA BUREM CODE SECTION 241 USA. 6. BOLTS TO BE ASTM A-307 OALVMOEO STEEL. OR AS 304 OR 315 SERIES SIANRESS STEEL WIM 35 Eei MINIMUM ,as Mr ENCM. 7. SEE THE FMIOYANG SHEETS FOR ANCHOR SPECIFICATIONS: W BUOE D : 12.13.14,15 Ale 20 W BLADE ()& p WORKING N UNROW 12. 13 & 15 & MIS GERnU N.V, MCONCION SHUTER SYSTEM BEARS A U.S. PATENT 16'779,552. COMPONENTS OF Ws APPROVAL ME COVERED, W WMME OR N PART BY U.S. PATENT 15.458,179 ISSUED M EASTERN META SUPPLY, M. 9. a SMALL BE THE RESPONSOILM OF WE WNMI.CTOR TO VERITY THE SMNDNgS OF TIRE SRUCMRE WMRE MRMER 1S TO BE ARACHEO TO INSURE PROPER MCHGRAGE CONTRACTOR TD 5U1/CA,,R ILL MATER COMPONEM EWES AHICM REMAIN. WallFAMEOM RL COPRIN US CONTACT WIN ME MADRID TO P ICIERT Wi1D/RAN RMMOY. IS, EACH UNT MUSE BEAR PpMANENT VEEL IN A WSBLE PLACE Wilt WMNPO NOT£ DURING PEMOOS OIF NNMDGNE WARNINGS HOME OWNER, TENANT, OR ON, NUS, PROPERTY CLOSE ALL HV AND ND CENIEWAATES AND ENGIGE OR LOGE AL W AND HD LOCKS I I, S rn'MI MANUFACMREa'G LABEL SMALL BE LOCATED ON A READILY NFSE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WNH SECTOR 1709.9:3 OF FLORIN BUILDING COOS ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WMI SECTION 1709.92 OF THE FLOSSA BUILDING CODE 12PERILS aff IS MWV. ACCPMED TD,OROON SHARER SY91EM'S RNTALAnMl SHML COMPLY MSPECS UNMCAIED IN MIS MINING PLUS ANY MIAMNO AND WORD REGULATIONS PROVIDED BY ME JURISOOTON WHERE 13. (R) TORS P.E.D. PREPARED BY,COS TWBNEER R GENETIC Me DOES NOT PROMISE NFORWTION MR,A STE SPECIFIC PROJECT; i.e. WHERE WE SITE CONDMONS BOUT FROM ME P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FW WE SELECTION. PIRCIUSE AND I1RTA2,ITON RELUDO S LIFE BARELY OF Mrs PROPICE MIS D OR ,TES P.M. PRONGED HE/SRE DOES NOT TIER£ FROM THE MNOTIONS DETAIEO ON TITS DOCUMEM. COMMOMRON S44M AT SIT M WE CONTRACTOR'S RESPONSBILRT. (C) M6 PLD. WTLL BE CONSIDERED INYMD IF ATERED BY ANY MEANS. (4) SITE SPECIFIC PROJECIS SHALL BE PREPARED BY A FMDDA REGISTERED ENGINEER OR NICMi£CT VOUCH WILL BECOME ME EMMEER OF RECORD (£OR) FOR ME PROTECT AND WINO WILL BE RESPONSIBLE FOR ME PROTON USE OF ME P.EO ENGINEER OF RECORD, MINING AS A OELEG}ED ENGINEER TO THE P,ED. ENGINEER SHML SAINT TO iW5 LATTER ME SHE SPECIFIC DRAWINGS MR RENEW. (4) OHGINA P.EO. SHALL BEM ME DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFELMEWL ENGINEER OF RECORD THAT PREPARED R. TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENR 1-20 GREET 2 SYSTEM COMPONENTS 21-37 - SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOLY SHADE & WNDON DETAR AREA : W 13ADF n AND HV VANDOW R ADF I61 (WHERE APE 11R1 F1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SNEET 5 INSTAllAIION DETAILS A-F. CONCREIE/DtacK SHEEP 6 INSTALLATIONDETAILSG-M, CONCRETUSLOCK SHEET 7 CENIERWTE DETAILS W SHEET a CENIERMATE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK Slaw TO MAOMUM SPAN TABLES SHEET 11 MCHOR SCHEDULE- CONCRETE & BLOCN SHEET 12 MMOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD GREET 15 MSNMJ GCN DETAILS M-R. WOOD SHEET 19 INSTALATON DETAILS S-K, RODS SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 31 HV WINDOW B ADF NIA SHEET IS ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW RIME mONI SHEET 19 Y NSTADAMNI DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA P'P�J-.... .... �.1✓S 02INY mIECO. INC. IL EC O ENS. ` A■S■S■A■ 02017 EASTERN NEIAL 9JPPLY. HNC. B R M V TM Accordion Shutter System i • � UF' . ',�¢¢ A••• i W- as ., : Rp-+-r(�- 1�A ar firs••••" `,'11 NALE , I P C •4pY,ac'. YVPC I."e American Shutter Systemsin 268 %Vest10n4 IhG. a268 LYestroae9 Driva West Palm Beach, FL 33407 u &A➢E #1 W/ 62 w/D FLV. wmm 9/LE TILDT TESTING & ENGINEERING COMPANY °� xW. °6TM M^ 71 SSA v. I..z (M)5 1-10 vH Plwna : (Sos)671-r5ro , m. ; (SG9k71_Iu1 WIce- >ia wm n41W A IyN Jr. P.E FLORDA Ua. 1 .1167 wr wR DAWN Irv; La 85 T/I)/I. as 07/27/17 DRAWING N0 17-107 1. iJ)HV SOLID BLADE COVERED UNDER US PATEM 9 5458179 (R HV WINDOW BLAw," OF USE OF BLADE -WON SHEET 19 QUALIFIED FOR USE w/ 11V o� a� RiCg 6>0 1.6@6' 4 11 HV CEILING HEADER 0 FIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID PI ALLOY AND TEMPER 1Ml M1E T MN I ! SIDE ANGLES Q AUFIED FOR USE W/ HV g uN ♦.2@5' I THY -UNIVERSAL FLOATER OUALWIED FOR USE W/ HV BLADE() 6005-T5 ALLOY AND TEMPER (p HV HEAD/ER/SILL OUALIFIE 6063-T6 A VY ANO BIEMDERD ONL I 1 ALUMINUM ANGLES OUAUnED FO$ USE W/ HV BLADE i ONLY. 6063-T6 ALLOY AND TEMPER OOUAURED FOR U�jE W HV BLADE [ I1 6063-16 ALLOY dANR6D TEMPER. @) WALK —OVER TRACK QUALIFIED FOR U E W/ W BLADE 6063-T6 ALLOY aaaAAAAADDDD TEMPER CWPONENT • B 11 T2 R' S" MA%. 0.192' 0.192' L9 z5' 7-v".1 0.1 B0"�0.190' OS HV RD•/i Er STARTER OUAURED OR USE W/ W BIADE 6063-TG ALLOY AND TEMPER .9@♦' @♦f JIY ato — C HV TRENCH TRACK QVALN 1ED FOR USE Vl/ w BLADEQ ONLY. HV RAINGUppA$$EERD DUALIFIED FOR X W/ HV BLADE 1 6063-T6 ALLOY A 0 TEUPFR. I,y'Pvw—'A /l 'c c@OV TEMM. RID. ®2017 EASTERN PETAL SUPPLY. INC. ,, ;• v s'�•,, g ; / i �J %��A� t 7ATE OF IOfl.DP 6 d . '- / ALB 1 f.Ny`V 11 P C 'Qfn'+'h41`X1,SeASc ln.Tc I�C o A.S.S.A. American Shatter Systems AasoeiaflDn, Inc. 4268 Westroads D.— vlest Palm 6e0en, FL 33407 BERT A TM Accordion Shutter System HV. DADE 81 w/ OR W/0 HV. wmaw SALE TILIJT TESTING @ ENGINEERING COMPANY ass N.. M :L a . my .,,U a�vs. „ma,, M� F..; VINSA71-16J1 -'"0'T 1xa^aRM W41Efl A TAUT L. Pd. R01✓04 Ik, j NI6J EY,„ @Tscmm9x DA1E R e.: Lc 1 OLD 15-085 ) ) 1 am DT/}>/17 J a DRAWING No 7-1 07 �„__ ♦ a r Z 6' 1. 6' a61i "1p%T ° ,Dy HV MALE "T" O K CENTgRMATE R2 LOCKER FOR "T" LOCK CENTMAT[ ` QUALIFIED FOR USE W/ HV BLADE ONLY OUAUFIED FOR USE W/ Hv BLADE IQONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3'HD CENTERMATE G QUALIFIED FOR USE W/ HV 81AOE 1 &QUALIFIED FOR USE W/ & A) a2J 6063-T6 ALLOY AND TEMPER 0 LOCKING RODD QUALIFIED FOR USE W/ HV BLADE 6063-TS ALLOY AND TEMPO 6063-Te C6 23 IFIED FOR USE W/ HV BLADE 1 ONLY E063-T6 ALLOY AND TEMPER 5' T I a. Ia', A 568' HV FEMALE LocK curcauerc QUALIFIED FOR USE YI/ HV BLADE ONLY 6063-TG ALLOY aND TENPEAA'' lift, r A 6f tom„ HD CENT RMATE'S INSRj QUALIFIED FOR USE W/ HV! 1 & 6063-TG ALLOY T TEMPER l,/2• ,/,'. 0-20 AISI 304 5FRIES S.S. TH M059JREVS QUM-FED FOR USE VI/ HV BLADE 9 fe a A' N MQ�OqeWex Cv1N.P re AIMM ) Avo ® HV EGRESS LOCK NV OUAUFIED FOR USE W/ W , BLADE 1Q& @ ONLY. Mateo ro,e- 2 • 5<FflY ^�`JITIIL 360-AFTER RNETIN BEFORE RMERNO S.S. THUMBSCREW I A"0-20 RIVNUT* �619OLi 641I xuw1w (tots-n ANOY) once D 'M ray VIET AL6ERT. P. 1 06I6. As 4A'MACNRFO Q, A Cs. �^ u�Lnar Tmaw. PAPAPPEN". ,s, maEY 6T65. 0, EOuu. ® HV "T" LOCK HV ALTERNATIVE nr% OUAtLFIED FOR USE DUAL% FOR USE W/11V Yl/HV BLADEC ONLY. BLADE QI ONLY. ® HD LOCK Bf RECENT HARDWARE MORBSE LOOKS SERM 2,33�3 NOON BOLT LOCK. V QUALIFIED FOR USE W/ HV BLADE & G TY Jfq = 020I7 1t1M0. MG 02017 EASTON MET4 SUP%,Y. INC. I'I,P'q' " •;��'. . S S A. BE T N Accordion Shutter SystempA �.0/EN * ; �:-: I Lv. RAM gl w/ LR w/o Hv. LN6DTV MADE TRLi TESTING &ENGINEERING COMPANY American Shutter S lems 63tt Dunn m: Lc .• +. STA 6F+5 nn p6�rt sL w. ,o5, ii6GRd cuiDIX9, „pb, ,,, Inc.6arvmn6x Association, c. , OL0 {s-Des T/a] 1 oMc: oa/aT n PMra : (,6 a)a>,-,s,6. FP.: (,os)en-Im 4268 WestroDCs Drive p ,+ a '••�ORIDP:' aA. w West Palm Beach, DRA4WNc No tt��p I 1 w.4ryA A 16MI Jr. P,L. A P.E•����F6�'eA�� -SfArr' A ATllNRL'&TE AlvMA u,.I.167 s cuccT SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"t3/I6" THICK NYLON WHEEL D.188'0 A1S1 302 SERIES S.S. RIVETS 4® HV 1 3/4' ACCORDION PIN W/ ®8 HEAD ® HV 2 3/4- ACCORDION PIN W/ Q8 HEAD ® POLYCARSONATE IMPACT RESISTANT HV WINDOW EXTERIOR rf I FOR 07© or @ fOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR UP y (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ®EI BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV ® BLADE. U'NCAL SHUTTER ASSEMBLY N.1.5. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO Po.524' BLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. .048__ 0 (3) HV PIN © OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER TYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e> SHEET WHEEL CARRIAGE DETAIL K OOR A i T OR EXTERIOR HV PIN ©qq LCPOR Ai EN I (SE[ NOTE FOR R[WISENENTS) I ij REMBLY LAYOUT owl? MV00. M. IILEC O TILUT TESTING & ENGINEERING COMPANY 6)aJ.ItM. _6r U. 5 ]OJ. Y.RGTM yppp6. ,IGpG y 1'lim, l 40*11.155e . Fa : (s0)an-Ism Wti10 A MUR a. P.L FlAlMIA Uc / ..157 POLYCARBONATE SOURCES FOR TR'/1 �P1(S �E nyIDla Fi9A) Ada 9 vTAl: �1ve omm M➢%YTAI: ws+ om no.a ei ' awa la�9C ciao SIPYSM ISIY pt!J t�DO pLL t?W MVW n414M Y YLp SS1Y nq it32 PLL rpLL :SW LL M1�VK YY'SK OfPfLt wSN Ya aN,Wa MA JIJpD 0.wl .nom am Am mac a -e/+ 17 n<i na¢ aomn Asn, mws472 e ei> a wa Pan a euwc Am Pea a+ nm c-1 oAs sv lcl am Alm 1uo♦ em+ #AIII4R e1n ell, ICf1G nP[14d RIW 4LINpkY KN W s]O2 0LL t4:a oei � srrEss so^a vtTeum wm wa elel wi wa wa A.S.S.A. American Shutter Systems Association, Inc, 4268 Westroads Drive West Palm Beach, FL 33407 V [V1) EASIEFN PETAL $IryPIY, INC. T AH TM Accordion Shutter System BLADE B1 W/ OR W/O HV. W1IXIW BADE (AWING No 17-107 I�:�tal�rstmrn�tr,�tat���;� t�,rtan II y U• O' ©' ©' O O' O' m• ©•C7 •�a0.O•@a rtJ•rJa1L3'• «®.D7 TYPICAL t'1� HV BLADE SHUTTER ELEVATION N.T.S. "NOTES -ON HV LOCKS AND CCNTERMATPC• 1. MANDATOR! MEMBER fit ONE kv LOCK 1& 0r @ SKUL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABO`A: OR DFJ-OW ](2 OF SHUTTER SPAY FOR SPARS UP TO 105'. µQ FOR W5f DON$ T Mtt ELEVATION. XV LOCK I<TS Or �` NpY BE USED AS µ INSIDE OR OUTSIDE LOCK ATTACHED TO3 OR C NIEAAUTNES w/(2y 1/A-0-20 ;, 1/2' LORD FIAT HEAD Ss. as. LOCATION DF LOCK 51WL BE AS WDICATPD-OG s ___ _.._.._.-_....._... SECURITY Two Hv . - OR FOR sEcuaPuaFASEs, UP AY LOCKS 1� , 1c OR MY BE USED AS µ INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIFRMTES 3 'G OR SHALL BE A$ III BI LOG AS IN01('ATEO ON TYPICAL SHUTTER EIEVpDDR. A��yyy /2 IS USED W/IWO NV IDCXgI• LOCKING ROD$1 µTT NOT REOUIREO AT URRICANE POSITION, BUT IMY RE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE. LOCKING RODS OR AN ALTERNATNE DEVICE / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ONE )IV LOCK �S14ALL BE USED AT CORNER C R µY $Pµ µT IHED 7.0. CAT USIDE OR INSIDE LOCK, ATTACHED i0 �3 CORNER BEN1EgMTE W/(2) 1/4 0-20 x 1/2' LONG MT HEAD S.S. M.S. 1W0 LOCKING RODS 'C5 AT TOP h BOTTYYOOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAIOMLLM SHUTTER SPµ WALL BE DETERUOLEU AS PER SCHEDULES SHOWN ON MEET 12. 9 5. • ONE ALTERNATE HV LOCK TE MAY BE SEff��IN UEV OF IP/ RACK w i0R ANY SPµ µ0 I INSTALAIgNs AT ANY ELEVATON. ALTERNATE LOCK O� IMY BE USm AS µ NStDE Ofl OUTSIDE LOCK. ATTACHMEM Al OF I/4'0-2N3/4' S.S. THUMBSCREW TO 0 OR 0 CETERMATES SHALL BE ME W/ 1/4•0-20..T/1' ALUM, DBs RNHUT AS SHORN ON SECNON HVE, SHEET B. DUE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C` LOCKS AT 1/3 OF SHUTTER SPAN. 6. UEMEE�aN/3MKNU����. ONE HV LOCK 18 w or ® SHALL BE USED AT 112 OF SHUTTER SPAN FOR ANY SPAY OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR SPANS UP TO BB', µ0 FOR INSTALLATIONS AT ANY ELEVATION, HV LOCH 0 01 @s 01 @ NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO @: Pr @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 . 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS n W `+• OR 0 TOP AND BOTTOM IS COMPLETELY NANDAro�Y. / OF CORNER •NOTES ON. HV «T« LOCKS AND C NT RMATES• CEMERIMTE 1' j�,• ONE ALTERNATE NV T LOCK 0 MY BE INSTALLED IN LLEL DF HV LOCKS QQ3 OR $FOR ANY SPAN µp ORSTAIIAiION AT ANY ELEVATION. ALTERNATE LOCK qLIMY BE USED AS AN WSIDEba OUTSDE LOCK ATTACRO/ENi Ci LOCK D INCLUDES USING RENFORCING LOCKER J , AS SHOWN ON SECTION HVO, SHEET 9, WHICH LUST BE CONNECTOR ro CENTERMTES µD � W/ 1/4'0-20 . I I/2• LONG S.S. THREADED BOLT W/ 7/e'e . 3/32- WINGNMi DR W/ 1/PP-20.1' S.SNS. IMO A 1/4'.. 5/8' PNNUf. OCK MAY BE WSTALL♦D At HMSPµ OR 12- UAKMUM ABA µD BELOW MIMPµ, USE OF TWO LOCKING ROM 4 TOP µ0 801 5 MANDATORY- OTES O S• I. :ONE ALTERNATE NO LOCK yr MAY'B�E USED IN Lou OF HY LOCKSN OR 29 FOR ANY SPµ µ0 INSTAL{AMONS AT ANY ELEVATION. ALTERNATE HD LOCK @ MAY BE USED AS AN WSNE OR OUTSIDE- LOCK. ATIRCNNENT OF He LOOK Ii' TO 06 W/ 3 18 . 3/8• 1 SS.M.S, AND K LOpE2 RDNiORCEMEIR INSERT ZS AS SHOWN ON SECTIONS HOB-1N0 NO -HVG, VM 10, LOCK MY BE RaTALLED AT MIDSPAN CR 12' MAMMUN EEL" OR ABODE MIDSPAN. USE OF LOCKING ROM g S COMPLETELY OPTIONAL M' . ..••^•••.,•�//• - �'' �cemSF•.,�y •v + Q •^•A F MYY• .2017 TIUECO. INC.0201) �L■Y■�■A■ rn TESTING B ENGINEERING COMPANY ".'a xv. xu. W, sP. Im. as l rL. MI Pppw ; j}OSjWt-13'A , ie, M (123)B)1-1$JI -'"Ot®�•'�p'^^` W Ni A TM Jr. P.E FLgCAA Lk, t MI6) American Shutter Systems Association,)ad C Inc.oa15-08 4268 West., S EfiV2 West Palm BeOch FL 33407 EARTRN MEAL SUPPLY, INC. BERT A HVTM Accordion Shutter System KV. 900E p1 W/ OR W/O KV. WNI El oAss duxx Or Le 1 OLD 15-OBS J/17 1 Wm 0) 2J/17 •'-_S's`/' (O\al,d1 ONAL EN ,,n O C ecAT•YHfM(�i;;or ln.m 3 s DRAWING N0 17-107 ..... s I -CONCRETE MICNoes ]POURED POURED ON CONCRETE (SCHEDULE REouaai REBIND .. r ). CONCRETE ANCHORS " OODs S�j tmPu[ (SEE SCNEWLE 04 SNEEi IJ) /sEc u71Rmw�}w - • - sxm T7 12 w t 4 1. vx. IKP-2D.SH ss VACH sCREMS C;Ew USING 1 mm 1/2•- j� 0 12' D.C. ,. OPlrorut I l smMARa m DASS Os F Iae7alal m�wo I OR EbSBO Dmdf.� UN. SUNJOITION To GVSS I 1 — / \ i(SEE SCEDRC ON SHEET II) STWO OA BY WALL HEADERINS CL155-� T L 0 - @ HV WALL HEADER INSTALLATION HV WALL HEADER INSTAL I ennN + KEYSTON S1LVC m asI NOM[mvo f I OR t1 I 1 ` um, SEPNUnDN To CUe5 SEPM T*N TO afAss ExrsnNc. ,`(SEE uNEputE an SNfFf tl) I' f (SEE 4lftevI ON SHEET 11) � �! $ nasem5� OPiIOtUy �,� ,,.- Hv.. -� �L ; •, . � i ��iljl i,•-J CiN W.. OPpWUL I _ r/2 13 eR� R� ; ---- 19 LEe.,Ea f. 1 ;. ••- 72 oR 14 I -- E 14CLU'S TRUSS � f \ / ' CONCRETE MICNIXK QM 18 UN]N E � 115n1G •' 1 1 CONCRETE ANCHORS l TRUSS NfOD IMCIIiNE SCRE115 TOURED CLINMETC + (SEE Sa1EWlE ON SHEET 13) ( 1' I/A'-20 NOES 0 12' O.C. Nen. (SEE SCNWULE ON POt0i NNCRETE SHEET 13) Vf/ I/4'-2D NUTS 0 12' OX, CONCRETE SLIDE N SECURED Q HV WALL SILL INSTALLATION -t IC12TE MICNpRS (SEEiq� aN on C DIDCx REENTRIES) URED coNMETE O HV WALL SILL INSTALLATION OR CONCRETE BLOCK REWIRED O HV WA L SILL INSTALLATION ATION `YO1F BOB [a1.1DM1TbN Or RrCROYS' �E 9t[ ArOR PG SX mas • L O. " EDLi D5[MICE INSTALLATION DETAILS W/ ASSEy&Y NWMMG S CI BE COUBINED (SEE SPECOTGIroNS ON SHECi IJ) • BUI E AGN S Or USE MR BtMfE W SE£T IS HV BLADE IN IN Mr[ WAY i0 5Va M7Y INSTPLANON. SUIT r [./ �" RORDA BUILDING CODE (Non High Velocity Hurrkane ton oxen MIRES, INC. ®ton MIERN UETAL'SUPPLY. INC. 4 IL ECO,EEa. A S S A A.S.S.A. BER ion Shutter M AcE#1w/On/oKv.wSystem '• "I "� American Shutter Systems HV. HIDE @1 W/ OR W/0 HV. YdPlION SALE ./•�Q 1Y� F''•••. <ORIDP%..`<. TILLR TESTING &ENGINEERING COMPANY eue Nn Inc. n. x D.sq ox De, DRvm De L.c. SS ^�� - ...—•�-�i �(-- S�ONAL ]w, u, N.II,D ONOVI n "Is,AssOCIat100. 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"[ -TO OAiS (cFE (EFE ��� :at2ax¢ Ri srn O i6' D:C. - MJ! ly 11�/ a D--'- I f0,R COCONCRETE REOUIREO O5) SO •'T• MIN. ♦ SEE U PONS Or VIE FOR BUOE 80N SHEET 19 1 OR l r#_!A_Il_rl_111.1.lA_ + RCOLLfa MY roe S OCR@GR(q OR@OR(g VIEW PLAN DETAIL X fY• CEN 0At7 Tme 02017 EASTERN NETAL SUPPLY. WE, BE RTH H TN *' IL ECO1■a. A■S■.c►■A■ Accordion Shutter System .c ; ��,/ i ; nv. ■ME p1 w/ cR w/o KV. VANEm BlAm y r r>r ay7 American Shutter }ems r. ,rr s„ea a. E L Q •• F TILIJT TESTING IF ENGINEERING COMPANY /Tf.413A dL u.e, aax st u.. „,,,W„ 4•AOOa n09t atI< Association. Inc. I OLD 1S- E BEs /zUl tNfc 07/z7/17 d Pl,a.: (za e)B7I-tm9. rm: (sm)e71_1m 4268 WestrOads Drive 9 `-s/ONAL EN�'rd11 s mmrlp ` West Palm Beach. FL 33407 a DRAW NC No P.E. SEAL/SIGNATNRF/nATF ROROA LR-l..167 s .•,.r. MAXIMUM SHUTTER SPAN -L+" OR 'L-" (fI FOR INSTALLATIONS W/ CENIEF3MASES. Q & ® Or or W/ ONE H,V. LOCK 0 Or @ or or HD LOCK 0 W/ NO LOCKING RODS or CENTEMMFE@ 28@ 29 W/ ONE to-T- LOCK 30 W/RVO LCagNC RODS 35 TOP 80TTOM EE Mnrtiu ��CC& GONLTBJEJlmd INSTM aG,N5 O WA!L NWNIING RGF/C0UM1G uaurmfiG It tN !-(N a UI I•.(ti 30 OR LE5 16'-0' 16'-0' Is' -a' 35 14'-]0' N'-10' 40 tY-t0' 1J'-10' 14'-2- 15'-2- 45 f3'-P tl'-i' 50 1Y-5' 12'-S 12'-6' I iY-Y 55 IY-10' I IV-10' 12'-1' 12'-il' 60 Tl'-4' 1 I1-4 tY-J' 12'-4' 65 10'-10' 1V-IO' 11'-i- 11'-ii- 70Ie-6' f0•_0, 11'-5' 75 80 9'-6. V-6- 9'-R' 10'-S 90 9'-J' 7-5' I To* I. 00 6-9 to$ 8'->' T-tY 8'-9" 11Q 8'-4, 7"-7• 8'-7- 9'-2' 115 8'-2' 1 7*-3- 8'-4- W-11• 120 8'-0" I W-n' 8'-2' W-9- 125 7'-ta'1 6'-0 far, -0' 6'-5" T-10" 8'-1. 135 140 7'-5' 1 W-11- 7'-7- 7'-6- 145 150 J'-2' S'-Y 7-4' T-o' 155 7'-a" 5'-Y 7'-2- 6'-9" ISO 6'»it' 5'-2' 7'-t' 8'-7" 165 V-ta' 5'-i' 7'-0- 6'-a- 770 W-S' 1 1 4'-Il' T-II 6'-2' 175 6'-7" 1 4'-9' 6'-9- 1800 a'-8- 6'-8' a'-6' 6'-7" 5'-6- 195 8'-3' 4'-3' 6'-5' -8'-5- 200 205 MAIOMUM SHUTTER SPAN' OR "L (ft.) FOR W/ 4 1 IN vA¢59� WAlL Mawlu:G 1HAV� nm4/COUNG MgMn6y t• w -1 MAXIMUM SHUTTER SPAN* "L+" '� ' {tt.)INSTALtATiO& W/ONEHVLOOR k W/ NOLOCKIUS 0'MS FOR MOUNTING QI SNEE1 7) CONCAVE A3A, D. I-...nONS Mrp iLOeF)c0unro uO.,MNG O4MJ) OR t N,COR 4L MwNT.0 N ! - (fl) 36 40 N'-2" IS'-2' 45 SO 12'-3' 55 11'-Y it'-I1' 60 10'-2' 6S 9'-5- 70 B'-9- 5 "NF'r I-ARON 1 rCFNh CONCMANRETESORY & WOOD WALL A, 9. C. D, E. fA. N. a, A. 0, MOUNTING F, K & L R. S, & V. FLOOR/CEILING G. q, I, ry, J T, U, IN& % MOUNTING & M 0 MAXI&M SHUTTER SPAN -L4. OR -L FOR INSTAU.ATMS INTO WOOD SHALL BE II ITED TO 105 CIL. ASO. DESIGN PRESSURE RATING. f fN CORNER CENTERMATE.@3 MAY DE USED AT ALL MOUNTING INSTAUATIONS, LOCKING SPECIFICATIONS SH BE AS INDI JED ON MMlGATORY CONDITION F2 NOTE t5, SHELF S. tt VOLAY THAT MAusAj SINurrER SPAN T.+- OR -L-- AND MAXRNM AS.D. GEEING PRESSURE RITZ FOR INSTAl1AT10N5 INTO CONCRETE OR CONCRETE BLOCK SHNL BE UNITED AS FOLLOWS, I- CONNECTIONS. TO KEYSTONE MOUNTING LIIAITED TO +64,-72 P.3J. AND 8'-0' SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO CLASS 1 THRU 3 )" 0 HV BLADE I LORM OI 0200 MAYOR. INC. �T ET o - A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems "M I+a. 31. ab, sl. Sbs, vA,IrA Wrooa, naFw 2*111 Association, Inc. P6mb : (JGs)an-1sJD . F4F ; (J5s)en-om 4258' V/eslroods OrNe c-mdu R°mewem44m Ca- W6Tt4 West Palm SCORN, FL 33407 wµAR a W_ - 1 „a. FLOWpI Y67b7 (I) L4: MAIGMUM ALLOWASLE SPM FOR A OWEN ROSATI A.St), GES:GN PRESSURE RATING. L-: IAA%. ALLOW""ABLE SPAN MR A GMEN NEGATNE ASA. DES10N PRESSURE RATING. (2) PROCEDURE TO DETERMINE MUAMUM SPAN FOR MALL MOUNRNGS DOP/SOTGM) OR FLOOR/CVUNG: GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING, DETERMINE M IMUM SPAN %+' FROM SCHEDULE. OMEN A NECATNE AS.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L--' FROM SCNECULE. FINAL MAKMUM ALLOVIABLE SPAN IS EOUA. 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WNDOW MADE p 5 'd� TJUTT TESTING & ENGINEERING COMPANY American $honer Systems , x D ON wrt DRA°x IW: Lc �.(`'•.'0 15 ew xx Nun s4 su S� •aceu OWOo0. 71M1. S71 Assocloilonr Inc. I OLD 15-055 7/27/1 CATG 07/22/li "A �L-'^ }'•..,.,,,...�-+-- -ra IQI11, Peonr:(x e1m1-Inw.in.: fwskn-IVI 4268 Westrood5 On" % /ORAL EN�� rrr-1b O d ° West Palm Beach, FL }}q07 T DRAW NG No DmcT19 17-107 WuIEF A TAIrt �r. PE. P.E. SEAL%SIGNATURE/DATE noxnA LTc / 0167 5 SHEET ° O 20 was- :-. — END INSTALLATIONS (D HV BLADE OR 0 WINDOW BLADE INTO 2'Jx4" MIN WOOD STUDS str wx.. sepe F-MU two. ,,.._. — w, aA nrma Ml @6-m6�211 II.J 49La-Li. t3-OO •L+- @}. fq.Ze.Qyiq.{T. END CONNECTION DETAIL (7) ssA_ IsA Jq. nenlY Sus ara en sa rtru s rps4 I as CA• srs �aacrm+ o Jwpa wp -IDosmc ctm ENO CONNECTION DETAIL 12� IIUIJN/q/ryi } i L7 ETC O c. * TILUT TESTING 8 ENGINEERING COMPANY ` Q't 0.U114a, JPv. SL 5fa. %5, NPGIG UAgtq, RCRA. Nth r•'•., ...: (Ja `Jeri-Is:4 , ro.: (m1>s)Bb-Isn ' S/ANAL ENG0 ` XR J, ems W41CM1 A 40.rt Je. P,C. Oc eexi Jc�n•i.n ...-n.•m Mfl®/. tie.l l.ts) •[a ea s 4svJ[u U) Pe.r/Y pf Vry Yuw M110m _END CONNECTION DETAIL tD • RWRa IX0.Y f0i S?E$ CgAI[9 rWY rY-Y SEE UG ATIONS OF NSE FOR BLADE {s ON SHEET le ON,? EANmR MEJK : BEon A A.S.S.A. Accordion Shut American Shutter Systems .Accordion #1 W/ CR Who Kv. Assoclaticn, Inc. 0ots"Imm w 15-055 sAss r)rr/t 4268 Weslrp0as Drive West P.Im Depth, FL iS407 s INNING N. 17-107 L W. AEG. OESAN PRESSWS RA1WG:.11Q - 110 P. M SINTER SPNC IV S. .LLIIDnEp YWMINGS A D.O @ N Dx SNEEI$ 8, ]: AS 'NfLL AS .MNR DS M. 0. T. N & k.ON SHCUES 16 & it. SatLY CENIERMA]ES� 9oM W/ E,� qt �s1 AQE ALLDµ{p r,'IM 1 ���cyyy M ED IN A OR OPPOSiND U%Uf xl G OF NG IA� MUSf BE INMOM ONLY AT CNTftR ACCR� 5S =E OF A (.) w W AA-6AIJDE /tA� SWEL ONLY ALLAN A MAX,UUM OF 5 WEMMS (1'B N0LE3) fM gPEA`l�. AT 5RA NNS SNOWN ON S ,. MEMA 1EE EAo FOR OR DOR1, OM EME M IN MN,rN 9E 1� OF ANY ]'e NOtE FOR ,HALL DE tr, (C) YFsF OR UN� MADE MUM, OUT FROM STARTERS AT ENO, NAY BE NY MNDDW BLADE (0) IW MNOOW R�ABE 6 UUST BE NEED KTERNLIE m A SWD W MmE(j) TNROUGN 9MlO'S NDrH. (E) CpjjERW1E5 SNNy KWYB RE INSfaaID .LLVaCENE M A SMq WBLARE 1 , OMEN 51I CP MEN. (F) POLYCMBONATE W MIAOW S BE MS X to SO Tyd{ TANS FACE ME WLENwR or MD OPENM ANG PRO,ECIED. N9 NNWW N11 MUST RE My INSTMEED µD LOCKED USMO ANY Emory, TO,, PROVAED 9Y A,E NG. & SEE µOHOR SP,iNO S MULE MR RMAUA00x5 INTO WOOD FRBNE HUMERUS ON SHEET 15. M 11VRED W VM AND DESIGN LOAD (SEE NOTES I & 2 ABOM) ]. SEE MRMI $PMAW MHEOULE FOR MSTNI WM Noo POURED WNCREIE OR CONLSETE SMOCK WALL ON ENEETB 12 & 11 AR UWTEO W 5FM µo DESON LD, (SEE NOTES I & 2 AB09E). e. NINU SE➢MWNOR TO GEASS SaMUS% PER A,1M E-1999: MND ZONE NIWNUN EnN".IMN 10 BU55 ELEVATION MRd 1 Y EKSDNG GJS$ 615' NrA S�PasMa+m DAs m it NOR ----------------------------- ----- "°DWm o° ,{� sru crNTERWI W/ 2A QR E S rANDE A A9CVE). —' IwiW Lr/ , \ -- u 1 02017 IATEC0. ING, (ILUT TESTING & ENGINEERING COMPANY M NN.. x D s.. 59L. "� 9 ,,, Nc ST FM4.(30)871-15w. Fa. t(305)921,53, WtTER ARLLU RORAA Uc E A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive Ytest PDIDt Beach, FL 33407 Accordion Shutter System HV. MADE bi W/ CR W/O FLY. WNDOW RACE CAWING No 17-107 4111 •I .mcx 1 Un A°YfI A-fi41 GMpE 10 IA'R. _ VARIES 0-0 G4lV. SiF£L 2• U.A 0 W J 6 1/••. oats• rXKK ua� 43G 43a o7 �S; Arta rw, co.G. o e- aG. 1i C 1 +• MIN. SEPA TK))N To GIASS T (SEE SCNEWLE) 4 Grv.) S • ..n[xRtPiG m.6N lAs APPMCAftL 1 i INTO METAL STUD WALLS * * GENERAL LIMITATIONS AND CONDITIONS OF FOR BERTHA112Hy BLeDE ACCORDION SH ER SYSTEM INSTALLATION. TO- META STUD WAI)IS I. MAX. A.S.D: DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 2I W/ 24 HV LOCK ARE ALLOWED WTfH 21 ARRANGED A METRICAL LAYOUT, USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS sE INCLUDED AT KTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. W w BLADE SLACK DETAIL HVF IS ALSO VALID FOR --------- VY 38 CENTERMATE 2i APPLICATION WITH MAOE 1Q s• mcR ?`14w[ �� ;,� 0 6 G.C. GRADE •0-P';Mdx; MS SMALL HEADER/SILL INSTALLATION 1/4• (Tpi)-6 1/2- i SYMMETRYCAL' MATES ©1—12.00e•Mo. eL= 4 p9' 3® 1/4"o NOMINAL ALUMINUM SLEEVE 6063-76 ALLOY SEPARATION TO GI ASS SCHED o r A y,000• 'Y Mai •x tEWc1H • 1' MUST PENETRATE •k 1' 373- xx, zso• I- 7 os0- "tT-- --1m 1/4'0-20 THREADS 43 i /4"1y ELGO GONSMUMON PRODUCTS FAS-LOK HD COMPONENTS TN5N AS APPLX� STALD 3/8-- 1- ' & RORGu) WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 1- 4 4' 1/2' MAX SUCK WIERIOR & SIDE CONNECTION TO TRACK ' 1„1 �p "\GENS `'T%¢' i•"N > T1l : //(�j¢i jY �R •. ' O '+,F (+ ��,1 4 s�q'�'' `�y�' i P.E SEFI)-oRmwTtlRE%GATE .1017 maw. Wc. 'L TIWT TESTING & ENGINEERING COMPANY esssnv. sa st su. s°a usA1•G'P0.Ni fIGRa m, .: (M)071-15M . se.: (3°s)Rn-191 •-mm: Ra':•ocm°"n .JYICR A RYI Jq P£ nouaJ. O°'E'n67 `�+ A ■ A■a7■S■Iy Amerlean Shutter S stems Y AssoclatlOn• Inc. 4268 Westroods Daw Wes[ PGIJ 8eoch, FL 33407 02017 EASIERN MEtAL SUPPLY, WC. BERTHA H TM Accordion Shutter System HK MADE #1 W/ OR M W/0 KY. WNDOW ftE . u REsewllcN RArz RRA°v R6 LG, 1 O101S-0e5 7/n/1 wM m/2T/17 2 DRAWING N" � ��' Q7 s • s SNELT 20 OF 20 ° BUS Home Florida Building Code Online viar `r:. Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BUS Site Map I Links I Search d Florida ProductApproval rl USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ Search Criteria Code Version 2017 L# Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - AnolimMons Refine Search 12246 ALL ALL ALL ALL ALL ALL �FL# Type Manufacturer Validated By Status FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved sHI tory Category: Shutters (941) 922-3854 Subcategory: Roll -up -npprovee oy Dorn. npprovais vy Dorn enan ue rev.vwm anv rauneu vy me r%.;' ano/or me'pmmns�.n n necessary. Contact Us :: 2601 Blair Stone Road Tallahassee F 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooydoht 2007-2013 State of Florida.:: privacy Statement:: Arcessibillty Statement :: Refund Statement Under Florida law, small 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 Nis 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 smalls 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 dick here . Product Appmval Accepts: ® ® E9 M Credit Card Safe https://Floridabuilding.org/pr/pr app_Ist.aspx 1/1 NARILUS ROWNG SNIiTiER SYSIEN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT fP.ED.I NAS am VERIFIED FOR COYPWNN IN ACCORDANCE WIN ME 2017 ESN BOTTOM) Of ME FLO DA IDING EWE NAUTILUS R(M NiG SCALER SYSTEM MALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MILVI-DIRE /6ROWARNTI D COUES). DESIGN f6NO LOADS SHALL BE DETERMINED AS PER SECTION ME OF ME ABOVE MENTIONED CODE, FOR A BASK WIND VETO AS REWIRED BY ME NRISDICIION WHERE THESE MUTTERS WILL BE INSTALLED MR A DIRECWNA RY FACTOR KO-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 MC AND SKAU. NOT OICEED ME MNNMUM (AS.D.) DESIGN PRESSURE RUNTS INWA ED ON SHEETS 15 WIN 18 a 20 TRIM 2C IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS OETMUNED PER ASCE 7-10 STALL BE FIRST REDUCED M AS.U. DESIGN WIND LOADS 0 MULTIPLYING THEM BY OZ IN CUM TO ILL COMPARE THEE W/ MAY. (&S.D) DESIGN MESSUE RATINGS WD:CATEO ON SHEETS 15 MAU 18 & 20 IXRU 26. IN A 33X INCREASEERIN THAT SS'TRREESSSS FTS OR WIND LOADORS S WAS NONIS E P.E.O. IN THEIR AARLYSI9 F�NERS�ED. 1 ALL AL)1MWW EXTRUSIONS SHALL BE 600-TES ALLOT (UNLESS OTHERWISE NOTED). SEE SHEET 2. 4. ALL, MELD SR$ffNNEENNGTH AND 900 AM TENSILE SIRENWCIF7 DRroCORR0�SIORESISTANT OAM 4 09CARBON STEEEL�AS PPEER ON SET 16J_AIL &OZ.. ME_TEK SCREWS MANUFACTURED BY ITW SURDDI & SHALL COMPLY W/ FLORIDA BUILDING S. BOLTS BE ATM A-3D7, GALVANRED OR JAM ODA OR 316 SERIES WNNUZS STEEL WIN 36 Rai MINIMUM S. TIMPO I1S ROLLING SAUNTER SYSTEM SEARS U.S. PATENTS 06.095=5 AND 07,409,980. 7. ROTORS TO W SHALL RAIL SL BE AS FOLLOWS: (A) TO EXISTING POURED CWREIE: MIN. 3000 P.&L COMPRESSIVE STRENGTH. -5/1gb TAPCW XL ANCHORS AS MANUFACTURED BY OW BULOM NO. -3/8 a KWIK BOLT 3 ANCHORS AS MANUFACTURED BY NATI. INC. NMUM POURED CONCRETE EL - AI) EMBEDMENT�SHALL MIIXECOEEMSMv p 5 LLBWC/FOR&BOF KIRK MEREDIT 3 ANCHORS. . A2) MINIMUM EDGE . DISTANCE (M) IWO POURED CONCRETE SH411. BE Y' MR 5/18'e TAPCR XL ANCHORS & 5' MR 3/8.0 KW X BOLT3 ANCHORS. EDGE DISTANCE IB BEYOND �)IN CASE M EXISTING WALL ROAR, PRECAST LDSHALL E LETE ONG ENOUGH TO PEACH MER" PANELS. VENEER RM PAVERS STST STRUCOUND ON TURE BEOND SUCH PANELS. (8) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK COAL: ASIM C-90 a TAPCON XL ANCHORS, AS MANUFACTURED BY TINT BUILDER, INC. 5/I6'0 TAPCON XL ANCHORS INTO ME GRANT FILLED CELL CONCRETE BLOCK OCO SHALL BE CONSIDERED AS PART R TE REWIRED EMBEDMENT. GROUT FILLED CELL CRRETE B. ANCHORS SHALL E INSTALLED FOLLOWING ALL OF ME REWMMMDARRS AND SPECDIGTON9 OF ME ANCHOR'S MANUFACTURER, 9. ANCHORS REONRED MR STORM EARS CONNECTIONS SNAIL BE AS SPECIFIED ON APPUGBLE SECTIONS SHOWN ON SHEET 9. -3/8'0A1 1{4' CNN -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4'e03/4 SOLD -SET MM'UFACNRED. BY ALL PORT. INC. -3/8'6 KWN BOLT TZ MANUFACTURED BY FOLK, INC. -5/16*0 TAFCR MANUFACTURED BY RW BUILEM INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMEWS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT GROUT FILLED R ANCHOR SPACING O 1WR EDGE DISTANCE 0 100S CONCRETE CONCRETE Rom 3/6'6XI 114' CALK -IN 3 3/4' 4 1/2' 1 1/4' (3000 Dan NOT ALLOWED 1/✓Dx3/4 SOUD-SET Y 3' 7/B' (3WD Pan NOT ALLOWED 3/8.0 KIND( BOLT T2 9' 4' 2 1/2' (3000 Don NOT ALLOWED S/18b TAPCR XL 3 3/4' 3 1/8' 2 I/4' (2899 111)) NOT ALLOWED 10. ANCHORS REWIRED FOR MUWON CONNECTIONS SHALL BE AS SPECIFIED R APPLICABLE SECTIONS SHOWN ON SNEER 10. IDA, 11, 1fA 12, I2 13 & 13A -KW1K BOLT TZ EVANS ON ANCHOR MANUFACTURER BY HILT. INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILT, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. MINMUM EWE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDIGIED BELOW OR AT ABOVE MENTIONED SHEET. EWE DISTANCE AND EUEOMENTS ME BEYOND ANY FLASH MATERIAL EMBEDMENT O IWX ROW FILLED OR ARR00. SPACING O IOOX EDGE DISTANCE 0 10= CONCRETE CONCRETE BLOCK 3/4"0 KWM BOLT TZ 27' B' 4 3/4' (3000 Pan NOT ALLOWED 1/2.0 KWK BOLT TE 22 1/2' 7 1/2' 3 1/4' (WOO P9) NOT ALLOWED 3/8.0 KVKK BOLT M 6' 4 3f8' Y (WOO PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4' 5 2' (3IXI0 PSI) NOT ALLOWED 3/8.0 WEWE-BOLT 4 1/2' 4 1/2' 2 1/2' (VOW PSI) NOT ALLOWED 1/2.0 NUS-M 50IDI OR 4IDR M6' 6' 3' (30W PSI) NO ALLOWED 5/8-0 M6-H scant On 3SM$%1 7 1/2' 7 1/2' 2 1/2' (SOW PSI) NOT ALLOWED It. ME INSfALATON CONIPICIOR IS TO SFAL/CAUUK ALL PRODUCT COMPONENT BODIES WHICH REMAIN IN CONTINUOUS CONTACT WITH ME BURDNG TO PREVENT WIND/RAN INTRUSION. MILK MID SEAL PRODUCT TRACKS ALL AROUND PULL LENGTH. 12. IT SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE CONCRETE BLOCK R WINO FRAME BUIDAIGS 13, NIS PRODUCTS INSTALLATION SHALL COMPLY WIN ALL SECS INDICATED IN MS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROW® BY ME JURISUCOON WERE PERMIT IS APPLIED M 14. LIFTING MECHANISM NOT PAW R THIS APPROVAL 15. To] MIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND WES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE WE SIR OONOWNS OEVMIE FROM ME RED. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCWLSE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON 11ES RED. PROVIDED KE/SHE DOES NOT DflMTE FROM ME CONDITIONS DETAILED ON MIS DOCUMENT. CONSMURON SAFETY AT SITE IS ME CONTRACTOR'S RESPRSIBLTI'. (e) MIS P.E.D. WILL BE CONSIDERED IWAJD IF ALTERED BY ANY MEWS (E) SITE SPECIFIC SPBY A FLORIDA REARCHITECT 0PEftl BECOME ME .EER OF RECORD(EO.R.) MR MESHALL AND WBE O LLBE RESPONSIBLE FOR M PROPERUSE ME WI 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO NIS LATER ME SITE SPECIFIC DRAWINGS FOR RfOm. (e) RNIS TIRO THAT PR. BEAR R.E DATE AND OPoNAL GSEAL AND SN:NANE ENGINEER ME PRO/E58IONAL ENGINEOF PRECAST SANE. PRECAST CONCRETE R RICK PANELS. VENEER OR PAWS BE FOUND ON WALL OR FLOOR. ANCHORS SHALL BE LONG ENO" TO REACH ME MAIN STRUCTURE BEHIND I6. (C) NYDUNIERN EMSING WOONE 2 FRA G BO55 MIN. SPRUCE ME-M-SOUR (C-0.36). W W VS-M-SOUR (C-0.46) OR TAPCON XL ANCHORS, AS MANUFACTURED BY OW BUILDER, INC. MINIMUM EMBEDMENT OF TMCON XL ANCHORS, IWO THE WOOD FRAME UNIT SMALL BE 2 1/4' PKYSICAL TION no RENT TWO FINUM MATERIAL SHALL E CONSIDERED AS PART OF ME EGURED EMBEDMENT. MINIMUM EDGE DISTANCE L(ED.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'. EWE DISTANCE IS BEYOND ANY FINISH MATEAUL CONCRETE R BRICK PANELS. VENEER OR PAWS BE FOUND R SHALL BE LONG ENOUGH TO REACH TE MAIN STRUCTURE BENINO SHALL BE LOCATED R A R SHALL. BE RACED FOR EVE IU U. ONLY BE USED TO YN FINE SFAIE.OF, FEORioH No.44167 X 1 ON17 y `D C. 1625 N ACCORCARCE WITH SECTION 1709.9J OF H SECTION 1709.91 OF THE RRDA BU90NG CO DING CODE (Non 59h Veb ty BuNimne 2 Nautilus I LL 170UlRg�vderSyr(ORN mM/M7 mrt ST. 17-244 mAWeG M Nm 1 sx RI as A SLATS nuvumwKem ry•2+fmpml SWP+P•Y 07 131— -a.,. yy 6(M' n,r d ks 13 a .nr I uerJ—uvr _ k 'i +iWJ O OE1 BUILD•OUTTUSE E eUILD-0UT TUBE D SIOE RAIL * ,oesnuu+m.mKtm asm.yauu+mwK[m BGIL,4.I• mes�uueawxlm w+c rr• r m © 4x8 MULLION en+-nulmnvuato2 C4[:,T•Y O© 4x8 MULLION EU ,W—r COMPONENTS QB BASE SLAT mnnwaommaum r�[a yr-r �; tl O BUILDIOUTTUBE mss2eum2ewuwr 6V11 +4-f ams- i vd• f .x, [n .a,aw OPTION 02w,w. a� ay. yam ACETAL BUSHING we.cPMM ,$M.4 ... owmrup[n nI6[Euvuus2nM nwvE�.[rra¢¢,na noaewmo�ausemu ®xmoanwaccas.m. © RETAINING SYSTEM: SCREW. BUSHING ,ouevr•r O BUILD-OUTTUSE 2LY• [YST,KVMIMIKLm WlE,4.Y © 114.OxW IMBUILDEXTEK SCREW WRN SIEFL �,• 7 OI S/iCBTTPoBUEOEKTAPCON%LANCHOR vnea+en[i bV(E 14•f O STORM BAR @ 3B'BHRTL INC I6NIK BOLT3ANCHOR w,+•mumewwu[m uveoxan[[ aw[:+4.r 6CYE:+4•f om, Rmo m Rowvgshvtl sy 2 SHUTTER SERVICES INC. Iwo S.... mwl S CR\TI Hh LC m/2gn ouc 17-244 xR 2 VM n No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SIDE/END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOMI) .040 THICK SPRING BRACKET SPRINGASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION SIDE RAIL (COVER SECTION ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS SIDE RAIL (MAIN SECTION) FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING 0"17 Rm M `N.1Y Roufiwshvft'Sys EXPERT SHUTTER SERVICES INC. 1626 Sw, 91T mu t & Y/7 END CAP (Typ. Ea. END) 8 DY/B & Y/7 (50 M.. SLIT VMt, (SEE SdFlWLR ON SHEETS 15 & 20) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, •t NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S WCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT! SE 1: SRUTTFA HPGNT EOUAL BIT 1155 TINN II'-V {PPUGBL£ TO iNSFALUTIONS W/0 STORM BARS. W/ STORM B1GS OR W/ STORM BARS & I2ULUDITS W/ HEIGHTS UP TO III-0-. CURTHN SHALL START W/ /1 BUTS AT TOP, FOLLOWER BY 12. #3...... IHERFAFTER, ALL FIE WAY SiBrim. DACH SW 1511A31 CONSrST a WIN. F,S (5) SIAM OF TWIT SLAT NUMBER PROCEDURE FOR MORNS SIAR DOWWyMFD BELON /1 SUT SHALL BE CONTINUED VNOL TOT4 SHUTTER HEIGHT IS COMPLETED. OUAMRY OF ITIOL SUT NUMBER VOSALLED BEFORE BOTTOM STATOMAY VARY YllTlt SRUFRR'S HELOTS. BOTTOM SUT BQMUST BE 4WAYS INSTALLED. It,1. $�: 5!1URQi HQOM URGER FHAN I1'-w APPucMtx TO INbTALUTION$ W/0 STORM BARS MD W/ OR W/0 MUWONS VI/ HEIGITIS !LUSTER TTLUI 11--0-. CURTHN SHALE START W/ It SLITS AT TOP. FOLLOWED BY 12. 13...... MEREPlIER, 4L t THE WAY DOVNR. FACH SUT II $NHL CON56T OF Mitt. FIVE (5) SLITS OF MAT SUT NUMBER. PROCEDURE FOR ApDNO SLITS DOP WDRO BELOW /1 SUT SHALL BE CCNIINUED U"I. 010 SUT IS INSTALLED. AFTER T10 SUT R INSTALLED, MORIONAL #10 D : ` 'D SUFS MUST BE USED TO COMPUTE ME TOT& SHUTTER HEROIC =sO BOTTOM SUT®MU5f BE &WATS MSTA m P.E A. P END) TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE SEE SHEETS 2 &3FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIOA BINDING CODE (Non MIT, W.1ty Hurricane 2nle) On,, """° "` Nautilus RPNn937 uP Syshm OI 1 MAU," ■�. EXPERT SHUTTER SERVICES INC. mHo t cHCRTccIaHo COHPAMF sA aa. rune, u v.0 "tv`pilMe IWS S.W. MIM)RE MR Er 17-244 , r., lc+Pr-lan PORT SE LUM R 349U 'e^' rwe� em Iw-wsr . ru D wlsysa. MIST A S, R w&1w w TSUT .. PE RmmS IX F -,., J_ Max. UUINON SPAOTIG (SEE SCHEDULE ---J ON SN➢.TS 24, 25 a N) �W-1/10 �0( © OF ® OR W-2/11 OR W-3/12 OR W-4/13 BOX �1 I tII11tIII1IIiI iII11iIII1IIiI 11IIIlII1IIIi 11iIIII1IIIi II1 11 II R I II II II II I II 1 1, it II 1 II R/B R'/ I I R/8 i I R'/8 I 1 Max. SLAT SPAN 1 1 -1/10 OR W 2/11 oA W-3W M... Ox. SLAT SPANMax. SLAT SPAN It UTS S'UTS N ,L)VIS PLATS I.uTs SLITS suTs IS suTs n (Typ. Ea. UEa. ENO) 9 RATS "a Un B (TYP•) (SEE $1CHE lUtES ON (S SCHEDULES SHEETS is &BO)N (SEE SCSHM HEDULES ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.TS. PROCEDURE FOR SLAT INSTALEIGHT, CASE 1: SHUTTER HECHT EOUAL OR LESS THAN IV-0% OPLICPBLE TO INSTALUTIOHS W/O STORM BAPS W/ STORM EMIRS OR W/ STORM BIBS & MU.JONS W/ HEIGIRS UP TO 11'-W. (a) KI M.. F,,N SLAT' % IM LBCOS. ST OF mh ((55)t1OWED StATS OF THAT12. lSLAT .NUISEER PRROOC ALL iRE FORT ADDING SLITS OOm(WARD BELOW Al SLIT SHALL BE CONTINUE UNTIL TOTAL SN 'NEIGM IS COMPLETED. OWJRIIY OF FINAL SIAT NUMBER INSTALLED BEFORE BOTTOM SUT B MAY VPATWRH SXURER'S HOCHT. (5) BOTTOM SI.LTQB UUST BE ALWAYS INSTALLED. atCASE 2: SHUTTER HEIGHT LARDER BOW IV-0' APMUOU,E TO VISTI TION W/O STORM W AND W/ MULMONS W/ HEIGHTS URGER TIMi 11'-0-. OF CURTNN SHALL START W/ 11 SLATS AT TOP. FOLLOWED BY 02, (13.- MFRFFFTER ALL THE WAY DOWN. EACH BUT % SHALL CONSLST OF FIVE (5) SLITS OF THAT SLIT NUMBER. PRO=XtE FOR MOaaI SLln DOWNWMD BEIOA' /t SLIT SHALL SE CONTINUE UM LIB SLAT TS VLSTNLID. AFTER 010 SLIT IS INSTALLED, A300MNN. #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (5) BOTTOM SLAT(B MUST BE ALWAYS INSTALLED. M. STORM BM SAONC—• (SEE SHEET 22) Ia Ta91a91aa MOX. SLAT SPAN Max. SLAT SPPN Nax. SIFT SPIN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & %) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION y W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. Ea. ENO) T+o.49167 020" aQ°w` LL E C 0 2■°. nm Tcmxo a cHcw¢wwe eollP.xY x� 1 -fawn .Ia: Wll^ W N•u f8-aW62af�19�� sµRR A TLLIf }, PL F,pmA Ua.! u,¢9 Nautilus ROIDay SaPNPF3JeN n PINT ea aM2./,2 EXPERT SHUTTER SERVICES INC. 1628 SW &MYaPE SITTER PORT W. LUOE. 9L . 98. Aa,6, IlW ftt-W¢.TIL T w:-O9M ' 0 L0 L- T • A dG I,¢\ S/ AL ^ ,TILL L%-244 �l\R IY 9,Qi s am P,E S NRE/OAtE 5/16.0 TAPCDNS % W/ POURED: CONCH r5/16.0 TAPCONS %L w/ 2 1/4" Min. EMHEOMENT & I ODa A60' GALV. T'Wxl/B' OR 24211/8 1/4b9/4' RW RMDE% TEN SCREWS ALUMINUM TUBE 3 1/4' k EMBEDMETrt PEOb +fEE1 WASHER O 24' >c WI 1' OD.a0A60' fJ1VAN2ED STEEL h 1'OD..0.060' OALV. % 7 5/t6'a TAPCONS %L W wASHER O 24' as. STEEL WASIIQE O 24* o.c 2 1/f EMBEOMEM 511 O O n POURED CONCRETE POURED CONCRETE 2 OR GROUT F1LLE0 OR CPOtf PILLED CONCRETE BLOCK CONCRETE CONCRETE 6LOCI( WALL REOURED. i WNL RECORDED .I 0 j _ I �FL}C'� i EDGGELVI� M OOPP''ErNING M M 0 / S - EMSRNG OV55�� W55 (OE19ND) R C CLASS. . (BMNO) ( ) , ' (BEYOND) SEE ANCHOR F' 1] & RON f "� SHEETS ta, 1] SNECHEET5�156. k 18 fi o S XEWLESSEE Ia. 17 h 1B Min. 6EPARATON gshttErs MM. SEPARATION C P1 T+ Min. SEPARATION E I I NNa TO c1A55 (SEE SORDUES. s� Daum U TO GLASS g (SEE SOIEOUES. 5 iii DRQEOR TO cuss (SEE SDOULM ON sNFE is) D ON am 15) � Ul SHEET 15) E " 0 i It EQ OR®� l / 0/8 J. 0/8 0/8 I; 0/8 0/8 i �' 0/8 POURED CQVCRETE 11 CE POURED CONCRETE" OR DID, CONCPEIE BLOCK POURED CONCRETE OR CROUP TILLED—F' CONCRETE BLOC ' I W41 RE-_ ' OR GROUT BLOCK CONCRETE BLO"1. f WALL REOUflFD. D i WALL RE0UAE0. , EOOE ' OPENINOG � "„ ter._..._ ,.. a i7 g o ( s EDGE OE ` OPENING3I +`G I Y �I Ia B 2 1/ � e ) 2 1/ I J ED16' MIN. E.0 1 t/211 15116wO � NIN. 5/16'o TARCOvS KI. W/- TAPCO M'CIE W/ S/ U a TA a 0 4 W/ Z 3 1/{' r EuBEDMDO O 2{• x D CONCRETE 5/ta4' UP ANCLE•CONf. MY. ANGLE 2 1/0 MIn. ENBEDU 01' .) REOb. 211 n. EMBEOMENf 0 24' o.c. % WALL MOUNTING FLOORICEILINGI TRAPPED MOUNTING o o.c. BUILD4)L1T MOUNTING US 11 ' r' ....... ,�./•'-. ROMA BUILDING CODE (Non High V WR, Harrkana Z.) • a l� INSTALLATION DETAILS ON EXISTING POURED Nautilus Ll .44167 i 22oIIlRgSAvfferS�rlam oa/{/n CONCRETE OR GROUT FILLED CELL CONCRETE*E ILT E aR BLOCK BUILDINGS Q.� 9 yyy c mur rzanno v EHowEERIKa waPAxr EXPERT �K•Rwwn �y a��u SHUTTER SERVICES INC. 162 a3a SW- avMORE 6TREET 17-244 0 ~. Y�r \� �E1"; �' \ f 'R M � ,& ,m r fmYn-r'J v-..uz ut<ceoawran ST. MKL fl- N9M no-w.ru vanv Iw SCAtC S/16' � 1' �'C•�% G'1 111 p ®-aWana ^a't�l Mm-m0 ;T�i+ 1� ATE YMLIFR A T611I d. PL PDWOr. uc / uta] srlm a aRo .........%R WOOD OA RY1W # SRA 0 18' O.C. YAK REOYa✓F0. Q xlS$ MST V E OR= t srPAarav iO RAfS L Out ov P%} GSM A ORS ME ON SHM 21 A S/I mF1�11 fl A Y SID4NTGv t fi CIA4 p 0/8 j L x11•.C.C62'. 9. .WIY. A44tE \y:69 TriCp:K A �r 1p• u;� mw cx Mt91 ° b' IECR as. IVM O wooY OR :°YMflE SV9 ElORO BULLRING WDE.(Non IDCA V6104ty BY!%Mc Zome, 0,44111 * °,9„ A VA G IL ECOm°. 71 T TT NG 6NOw2ERd6 VDIII = z3 c�xA LAM :i.:ss.rlmM�-rrii� -tea wle<ovex� M41W A 14Uf Rath Ye. / 41 1.:676) Nautilus Ro �aHer ° �Rn �y II,A yS 6 , �11 P.E. SEYE/OATE EXPERT SHUTTER SERVICES INC. 1626 S.W. MMYORc STFM PWM Sr. WCR. R. J198. 1)-244 6...0. srzn 7 vx Li WALL (2) 2'y4' OR 2'.6' SNDS (SEE SHEET 20) MIN. 1/2" -' '- BUILD -OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS R.W.gsavfrorbjsf LMVn UTTER SERVICES INC. un cam. mums smm 17-244 5T. LWC R N9B� CUAF F �L0.WN./4C AI•R9J N � 5N¢i B MM Y LOn. EM E.D. 3'T; 1/2' MiaED�^'�`FOR 3/8'0 CAUK-W ANCHORS E.D. FOR 1/4.0 SOUR -SET ANCHORS Min. MI. ED. r-3' Mn. L— I" W. E.D.- FOR 3/wA WIN am R DIPANSNX! mum / IS' Min, ED 1/6" Mn. EDP---F 5/16'0 TMCON XL ANCHORS 5/i6'{ NS W. W/ TMM EDGE k5f1 IIIIII EPI�� 2 1/4' Min. WHEDMENI l Dj- &. 1'0.0..0.060 GAUT !/ i STEEL WASHER O 24' a' Min, I h 2' 6 O POURED CONCRETE (Fc=3 Xb) S' min. / S/18'{ TMCONS XL TWCN REOURUD / IEO L f I I ENBEDMEENF &In: / F I STEEL WASHER OM fl fl I' I 1 24' R.O. b 2' (4 3/5-0 CALK-IN-ANCNDM1'S.UN (4 1/4.0 SOLID -SET ANCHORS OR (4) 3/8•e K" 80.F TZ EXPRISION ANCHORS OR (4) ANCHORS{ PER (4) 5/1VO TAPCON AL ANCHORS 1' 3" t' A CONNECT .2] I' SEERTABLEIA EIO 2 ON (TXP. TOP & BOTTOM) i' K DaEFWR 2' 2'AI'91/6"AO'-S' (6063-T6ALLOY) ALUMINUM ANGLE EA SIDE W/ 2' fl G (2) T/4"0-11x3/4" ITHAUILOER TEN SDREMS lO STORM BAR 6" (TYp. TOP & BOTTOM) SECTION S - S X _a 1/4' 0-20 OR 3/8' 0-16 MACHINE SCREWS USED JORRLY W/ R p t S.M. EE STEP 3 ON SHEET 14 FOR SPECA ii 1/4'{ A 3/4" SOUR -SET OR 3/8% 1 1/4' CAU-IN ANCHORS E�4 TREAIYENT FOR WIND ZONES 1 THRU 3 1" Min. FOR a RESPECTNELY SHALL 8F LEFT TOGETHER W/ ANCHORS AT THE TIME WINO ZONE I STORM BARS ME'REU VED. (SEE OET. A). —3 TItI I �aDR it SEPARATION Min. TO I GLASS I cO If A 2' Min. FOR n �' (2)I (2) ANCHORS{ PER STORM BM CONNECTION. SEE TAR£ J ON SHEET 23 I; (SEE SGHEOUtES ONE 9n NTND 20NE --1 v SHEETS 16 & 16) 5� a BEYBND [(Tp. TOP & BOTTOM) (2) 3/8'P CALit-M NiMORS 0 D)EWDR di Mfn. TO I (2) 1/4•P SOUD-SET ANCHORS OR'SEPARATION GLASS E%PAN5DK (2) n n (sEE SCxEDULEs px I ANCXD.R6 ORTR AEXISTING SHEETS 15 & 16) I (Z) F/T6'0 TA CON XL ANCHOF6K OQmm GLASSS II iq ALUMINUM ANGLE EA. SIDE W/ F111 $j $j (2) 1/4'6-T4x3/4' IM $UIDIX 1EltCREWSTOSTORRM I I TRAMTOPJOD6M)n (Dp. TOPf801fON) (TV, TOP & BOTTOM) ; fl e SECTION S1- S1 S Otp. TW(dRipd I (M.70P/BOIfON) u I 1 2 I/16 4. MIT, �FdIN. E.D - E.D_ u FOUPED CONCRETE 1 1/2'.1 t/24D0624CONI. ALUM: E 0 fl B'C-3 MI) S' min. THICK REOUO2E0 / S/16.0 TAMONS %L W/ ANGLE W/ S/16"0 TAPCONS XL W/ 2 1/4' Ain. EMBEDMENT 0'24' n.c. / //// 2 1/4' Ms. ENBEDNfM' 21/IIE' f.G�� wR•� m wNen T " pEpP 2' Min. ED 1 /l EoeE of s1AB WALL V APPU�CA&E � 4 1/2' WT. ED.�FOR 3/8'e CVJL-m INCNORS t C11 + �+ i 1JCENg 1•• �'9 ; ' �arsr FLORIDA BUILDING CODE (Hen RRIh Vet{city HutriPa Z.) 02P1T OLTEC0.1xC �°1+� Mfn. E.D. Mi, E.D (�, ---L--FOR + ]• Nin. E.O. I /4'0 SOLID -SET ANCHORS Min. E.O.--1^FOR JJB'O MIX MI R EYPN15[Ox.AhTiWPS A'.` • •p * 9� IL E C O Nautilus R0Rlo9JOvIXeXS�{Tmn ro Afv' nrz 18' Min. E.0 3' /8 Min. ED—L--FW{. 5/16'0 TFPLON . AR""S y. EMc. EXPERT SHUTTER SERVICES INC. •" .' 44Q. t4• RTl1a e. [N{IN�TMxe l IM1PUtu 16T6 SW: mrwoRE SNGlI 3'+'9°"0t30 17-24'T [LING ITRAPPED AND WALLMOUNTING: STORM BAR ' n BTU-�coo6Tn PORT�' SECTIONS V -ns� NALE�G\¢`ay+T1TT P.E r ttvn Me'F s to �'* 6FASF: 3/16' ®f ' 1fin. E ' Mirl. EDGE OF SIPS V —,, SSL -1E �\\ I POURED CONCRETE I (rc I 3 kM B' Min. THICK REO'0. 0&. I' im, Min. E RED MOUNT SQMZ: 1/6' . C Nm. E.D. OR (/) 304ro RINK BOLT R EXPANSION ANCITM�X 0 FNO AND INTERIOR MULLIONS 9GG & py (ORIENT TION III) AND ENO MILU0.N5©& G1 (ORIENTATION 12) FOR (2) 3/4.0 KINK BOLT R EXPANSION i' MITI. ED. ANCHORS O BXIERIOR MULLION O2). EDGE OF SLAB u'� VRIGA6!E 3-.3-.1/2-.0'-4- (6061-76 &LO) A. ANGLE EA SUE W/ (2) 3/4.0 THRU BOLTS TO 1 IQ' MUWON4& (1) 3/00 IOVIX BOLT R EXPANSION 1 1/2' ANCHOR W/ 6- Min. EMBEDMENT TO POURED CONCRETE (TVP TOP & a' BOTTOM) SECTION X1-X9 W/ CG7 (END & INTERIOR MULLION) (W/ ORIENTATION 14 1) 3*.3*.1/2•,0`-4' (6061-TG ALLOY) DaMR A.Y. ANGLE EA SIDE W/ (2) 3/4-0 T11,QI BOLTS TO M/4-0 LCK ® (I) BW TZ KTIC BOLT R EXPANSION ANCHOR EXPANSION 0/8 Or W/ 6' Mi, EMBEDMENT TO R/8 or POURED CONCRETE Oyp. TOP & BOTTOM) R'/8 n (6%47 D(IERIOR 1/2' 3. 3'X3'Xt/2'XD'-6- i' DiIDiXi( (6061-T6 ALLOY) Num. ANGLE EA. SIDE V(/ T(1 3/4-0 LTG IBOLTS (1) 3' KINK BOLT 72 EXPANSION ANCHOR 1 I/2- W6' MIA. EMBEDMENT POURED CONCRETE 3' 3' (TYP, TOP & BOTTOM) ALTERNATIVE SECTION XI -XI W/ Q* (EN-WD &_I 0 0 ORIENTATION 2 (4-x6') i a 4 11%1' L3'x3il/Yx0'-B' (6061-76 A0.0Y) LJ13'X1/2'RO-B' (6061-T6 ALLOY) 1/T Num. ANGLE EA,ISIDE W/ 2) 3/4-0 IHRU BOLTS TO MULLION & (1) Num. ANGLE EA SIDE W/ 2) 3/4-0 THRU BOLTS TO MVLLKIN & (2) 3/4.0 KWIX BOLT R E%P SIN 3/te KWIK. SOLT TI IXP SIGN 22' mc,fOR W/ 6- Mu EMBEDMENT TO ANCHOR W/ 6- W.. EMBOVEM TO & POURED CONCRETE (Typ. TOP & POURED CONCRETE (Tp. TOP & BOTTOM) SECTION X1-X1 W/ BOTTOM) POURED CONCRETE = 3 Enl RET (END & INTERIOR MULLION) END MULLION ONLY (INTERIOR MULLION ONLYI PO / B' NTn. THICK REO'0. (W/ ORIENTATION N I) ALTERNATIVES SECTION XI -XI Wi CGS EDGE OF SLAB (8•%4.1 IF APmuctEU: / (W/ ORIENTATION N 2) R (2) 3/<b KWOt MULLION IO E PANSION _ (4-%8 I' Mln. E.D. ANCHORS 0 INTERIOR MULLION I" (ORIENTATION e2). �T' 1�EBApI AND BOX NOT SHOWN FOR CLARITY Min. (1) 3/4'o KWIK BOLT 12 EXPAN610N L1L r. ROMA BUILDING WOE (Non SIGN ve.,ty 9artlmne zoo) ANCHOR6 O ENO AND INTERIOR MULLIONS C ©& ® CO AWN R1 & Q2) AND `a t . •,S 0=17 T4TRU VC.AM1 Af_ END MULLIONG RIENTATION (OB2) * l• ND.44mv w mp47u art 17-244 m�oa w I'M to.. F n a 4' Wri. E.D. Min ED. a) ANCHORS S'x3'O/240•-4' SCHEDULE #1r- `(SEE SCHEDULE 11) WE BCNEOULE 11). (W61-T6 ALL '� 01) 2' m kAM QEEE WA4MffNMOU 7M EDGE OF SLA9 3' AUm, ANGLE EA b 9DE (2) 1. 1. & 8D RLADYIWDODR) 1 EPAN CWERFO BY StlIFDL6E Ip' FOR w5(AWTx14 uSFS I, Y m q OV 9rFII E W FOR SIEU THRU B% OLES TO MULLION(tWn I I=. W: AD SPXD SPAY OSWIAT * G j � 4' E%IFPoOR E®IlAlal DEE i - RE9oFHN1V/AWY M1NNN� ASL. OE9G�i PREB�SUPE t I a ?' Pg1RED CONCRETE 313'xl/4'x0'-8' 1 IT-0• MAL1N4 UOUNN �ACWG � SEE SCMONES Al m 12 FOR ADODONIL SPE6 S (fc - 3 Ist IPN.). (W61-T6 ALIAY) a BEE SCHEDULE At. Alum. ANGLE EA SIDE 1 Tr! ()] n W/ (2) I/7'e THRU B lX]fiDDR NiVIAC1 C4 Y - W. ASO. BOLTS TO MUWON© f 7/2' D®RI PfESSUAE IUNfl64B vuowvu -0' N UMMAp1 IRILLMII SPA= SEE SCIw= 11 m 12 FOR AMORAL SPECS "cam, ALTERNATIVE SECTION X1-X1 W/ nm L®21.Nw Oa 0 - CDUMJtd1 LPPuumN FOR lIOU.0 Pat. MAXIM ASU. 1• 1 1/2- DMGm PRMURE PA K 8'-4' Ul lmiW UU.LCR e Mm. (4'x6' INTERIOR MUWON ONLY W/ ORIENTATION jf 2) SIMCM SEE SwED=1t m 12 FOR EDDRmtA. n G OR Gi 11/2• SPEM 2•T2' (SEE ECLEDUIE 12) ) ALTERNATIVE s ((6610W61 N✓GLE SECTION X1-X1 W/ 0 EAR. SIDE l 3 „ BOLTSTO )/MULUONU@ 4'x8' INTERIOR AND W ORIENTATION # 1 END MULLION /8 /8 o1 /8 or R'/8 n --1 ®I ® ALTERNATIVE SECTION X1-X1 W/ CGS X1 X1 (4'x8' INTERIOR MUWON ONLY W/ ORIENTATION # 2) (1RP.I /BDROu)P (I1P. TmPOTfW4 3011/ax0'-B• I JW,-TA LUM A1mn LF, E.D. SCHEDULE Min. E.D. (SEE SCHEDULE IED CONCRETE . J As. IDw), SCHEDULE /1. stun, 1/6• . I• • SIDE RAIL 0 AND BOX NOT SHOWN FO CLARITY Rr (4'x8' INTERIOR AND END MUWON ONLY,, d1NftG)I�+J) INSTALLATION * ,•'` No.'L. I Inn] COMNNIr 44167 IRICTAI I ATlnnle *�� 4 SCHEDULE /1 wstAWrMN Mu1 sAe 1btkNC35 A R WE l SIZE (W. TOP m WTTGW) MR. ANCHOR EDGECASE O6fA111I tv R[O'0. dBEONM AN ROIL ]/6'E fl we Nus-x SgtEW b s/R11 POMR RTOC-EOLT 1IDR TOR©m ®(w1EPoOR) YWIlON3On uLA 2 1!]' s 1/Y w/ OR1FI11ARWON /]. /TE N'U1 C1C MR-11 SCREW 1/2•E FASIFN'FA - BOLT irE FCA ®(DAT 4 ORpOGP) Y411oN ( )• 6' w/ OFkN-J4UN /1. m #I. 1/2E no Lit UNIX BOLT n ONL rOR 6 k &FOR 4UW0//IOF.ENfATON 12)p �. N/ 2 1/2' S 1/Y 4 E- 1/2Y ICLII wC MAE-H G 1 • Pcmvm rA1nTNER mTOGE- MY AICWR fSpLR(�cMJm N/ ORRNIA1dE /1 OR E1� M OIIEWLq S• 6• 1/2b HIM OM MANL ROV TS !O DIR R O m wNWOA YWlpfb r/ gedMnON /2) ! ". x w/ 2 1/r 2 1JY 014ENTATpN II). q 6 1/2Y WT wC MMS-N SCAE'N OR 1/2'. f rASTdOt mOXX- POET ANgW SEE • NNE ON SOIFDutF�le'6 wfuaoR wways a J• 6• Vc F9 w/ oq�r�S F1 OR li SCHEDULE /2 IN AWdTON UlN 5 TWCA'NESS ANdDR M m SNE (TTP. TOP m fiOTTON) M EDGE p61 d6 HOOR MCINXt L Y • 13 a• S/9Y KV wC NUB-H'SCREW m B/r0 PDALR FASTENFA 2 1/2' 2 1/2• WEDGE-6013' ANCHOR FLORIDA BWLDINC CODE (N. MO YEY6ty Nurtic Z..4 02017 mrzro we I.Nautilus RDUIng3maf er3yehm k [ 2 LL ECO INC. EXPERT SHUTTER SERVICES INC. Rem. A dwN[LPmD.ravn.r rT.441 n vu AWE vR..., 1526 Stl. �NDP[ SHW 17-244 ,x4 DVNN-,v1 !-mY. 41M1t00001x•nl FORT W. LU]L 1L. J•S44 PYK. ICM lb-WJCf I OP- PI i.VN WfYEi 14 IaCW811P 1 mw+n �n SNIET tame 1A P.E. ViRA A 18k. rtaaDA Mx.I •+ia J J R J D%Tm/ArRw) 1 J J/4• MIN` EDGE IF APPI. exMULLION DEPIR.1/8" ALUM. TUBE (TOP 8/16'0 TAPOONS Cunt. @ BOTTOM) Wr 1/4'aI/4' Inn MILOE(TEK SCREWS XL W/ 2 1/4 W/ 1' OA.XO.A60' MVANIZED S1EEL ` 6• \ Min. EMBEDMENT O 24• ..C. wA6HER O 24• op E.D EDDE IF APPUICASLE� r---- \ 1 a' EDGE IF APPLICABLE POURED J 3/4' Min. E.D. 2. 1 •c e 3 Ys IGt) 10.1 2• — r - — — — 2•. x REO'D. . I T s/4• Mtn. E.D. 2, I 2 END CAP 7' POURED CONCRETE (rc �+ 3 Ksi M;n.) POURED CONCRETE I CO. ED. 8- Min. THICK REO'D. - D(IEW (1'e 3 ksi Min.) a' EJ(IQEOR 8- MIN. THICK REO'D. D mm G OR Gt z• r �OR© J J/4' Nm. F. /8 Or III Q/8 Or . /8 Or I'. ( I R/8 Or �_- -- y 4-.Vd 8' (6061-TE A10Y) (6061-T6 ALLOY) j' um. ANGLE E0. SIDE Avm. AtiGLE V.'SIOE. R'/8 u R1/8 EDGE ff.MPUCABUE� EWE IF APPLICABLE ( I Min' EX50MG ruin." D (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2. W/ (G� OR , s ALTERNATIVE SECTION X2-X2 W/ n OR (GJ• .GLASS i i ALSO INSTALLED TRAPPED MOUNTED {END & INTERIOR MULLION) PER SECTION R'—R' ON SHEET 8.) (END & INTERIOR MULLION) l IORIENTATION (0 9RIENTAT79N d 2) N t) (4`x6" or 4"x8°) '1 \ \{4/ 1• 1/2"xl 7/2"x0.0627XCONT. ALUM.. (6°X4° Ot 8`%4") (6" — ANGLE W/ 1/4'00/4` ITW HUILDEX 7EK SCREWS Pt 24' 0.c. TO TUBE. 1 1/z• • SIDE RAIL QD NOT SHOWN FOR CLARITY I POURED N C°JICJ M%) \ J• 10• K RMD. F7 ` I 1 1/2' DIP. WIMIROM) A. R•... •• .�---�` EO EO 4.44 E0. cP W 0'(2) 3/4-0 HI BOLT Alum. ANGLE pC`1 �//)-'•, SIDEiHRU PACTS TO MULLION SIDE W/ (2) Pt,:'•\iWS•"•.�: ,p' BOLT ANCHOR FLORIDA BUILDING CODE.(Npn High VNacilx Hurlkpnp Vmx) (2) ]/4'0 KWIK BOLT W W WNL O POURED 6' Min. EMBEDMENTBOO TO POURFD CONCRETE On (TYP: TOP S BOTTOM). > ND.44167 t 0ap1)TA:000 WC 1Vautilus WALL MOUNTING: MULLIONS RPHN 571uHor (G�OR (�"9 �L� D s�fam wrtJ P'es ','�� TM41T remNp : EN«MEmwu eev�taAem EXPERT SHUTTER SERVICES INC. OFF 1v+a�a, leap zx. StruC E liTREO T7-244 POURED CONCRETE WALL W-2 SEOTION t1ITW'+� At pin (YCpn.AliMi.M T l' Po 31ge4f1.pm MOUNTED MULLION :RIOR WALL WMfS H9-WN.. i14 YfA7rAPRR INSTALLATION e,F. SSuIaa6(�t�6fon E a L Nan SCASE: 1/8' ° t EWE IF APPUCABLE Y 1/2-n1/E.D MIN. Y i 1 1/4' i t/4' CONTI S POURED `.+ 7 1/2" CONCRETE (I't - 3 w W.) E Min. E.D. 6 A4n THICKNESS G REO'D. �N 8 1 0, 0/8 or n R/8 ortl ME R'/8 �m T a GV 55 G-4I � II yy \ n i �\ \2 1/2- \'\� 2-XMUWON DEPTHx1/8- Cant. ALUM. TUBE (TOP & 'BOTTOM) W/ 5/16.0 TAPCONS XL W/ 2 1/4'/ Min. EMBEDMENT 6 24' a.a. / `-END CAP G@OR Gi OMDR Lips or R/8 or R'/8 ¢c. EWE IF APPLICABLE T_ - -- 1- 7 1/2` Min: EA. T POURED CONCRETE I (('t E3 ksi Min.) f-11 , �OR 6' Min. THICKNESS !f REO'0.Aff 2 4 L( OR G7 7 1/2- Mfm E.. 2" A'x4'.1/4" (6061-T6 A!LOY) EWE IF APPLICABLE E. ANGLE EA SIDE. ALTERNATIVE SECTION X2-X2 W/ GO OR (INTERIOR MULLION) fW! ORIENTATION d 21 (WALL MOUNTED SHOWN, MAY 0 BE .ALSO INSTALLED TRAPPED J MOUNTED PER .SECTION R'-R' ON SHEET B.) 1 1 1/2-xi 1/2"x0.062"xCONT. ALUM. ANGLE W/ 1/4.0x3/4- ITW BUILOEX IEK SCREWS 6 24* P.c. TO TUBE. 3 1/2' ; ] I'/2-B- x2 IpDpj) i i 14. 1 1�4• (rn CO �IINUOJS POURED ` '. 1CDI6PRWj 7 1/2- 4'x4-41/4-x0'-6-(6061-T6 ALLOT) Aum. ANGLE MIN. ED. CIX RE E: (r' - 3TsT"�- EO EO EA SIDE W/ (2) 1/2.0 THRU BOLTS TO MUWON. L6n) 67 Win. TMOKI \ & (2) 1 J2'a KWIK BOLT TZ EXPANSION ANCHOR \gip, W/ ] 1/4' Min. EMBEDMENT TO POURED CONCRETE WAIL (TIP. TOP & BOTTOM). EOCE If nPPU LE. WALL MOUNTING :MULLIONS n OR � POURED CONCRETE WALL SECTION W-2 A CME14 IKITCOIAD.IAIAi 1 Rini IMTCn RAI 111 1AM IAICTAI I ATIAM EWE IF APPLiCMILE- 7 1/2- Mtn E.D. POURED CONCRETE (I II PO = 3 ksi Min) 6' Min. THICKNESS EAR" REO'D. 7 1/2- Mtn. E.D. 4'00/4- (6061-76 ALLOY) um. ANGLE EA SIDE. EWE IF APPLCABLE ALTERNATIVE SECTION X242 W/ CGS* 0SEE MAXIMUM 6)(INTERIOR) &p (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED. BY SCHEDULE 2e' FOR INSTALLATION CASES I' & 11' ON SHEET :25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): UNSTNLAAON CASE C - RESIDENTIAL .AND COMMERCIAL APPLICATIONS WITH t60.8P.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSfAHATION CASE IL' - COMMERCIAL APPLICATION FOR t100:0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. R.7) .,S.IDE RAIL Q NOT SHOWN FOR CLARITY ;5T ; awt7 Tarz<a wt. ,44167 T "Z, Nautilus Ramy3buN 3yatan TaRVn EXPERT SHUTTERSERVICES INC. Twrz 1625 S.q. 91TMOaE SgRET 17-244 p..". PoPT ST_MK'2'.M1R ]r....9&•.�", Wttlq b L A I' MI, E.D. Nln. E.O. OR (1) 3/4-P WK DOLT Tj EXPANSION ANCHORS 0 END MULLION W (ORIENTATIONS (, & S2). FOR (2) 3/4-0 N BOLT TZ EXPANSION Mln. ED. ANCHORS 0 INTERIOR MUW04 I POURED COCCRETE (Fc 3 m; No.) II B• Nln. THICK REWO. It p a P 0 P GLASS GLASS W p j i v"i p 2 p {ry 11 Zy ° p p _r % ® v a P 0 ?ur n 3� P 0'/8 r... TW/60TRV)n (TfP. I0P/B3DCR) a EO. , -ED. u n PONIED CONCRETE a 3• r(.c . 3 IAS I r• /y8 N'ur. THICK REVS. r r IFDGE OF BLAB 13 6 A^PUFABIE FOR 0 3/4•0 INTERIOR BOLT R PPN610N —g' 1Ain. E.O. I �-9' Min. E.O. (AN ORII S 0 12). MULpON tY (ORIENIAi:ON j2). -S' III, E0.(1) 3/4.0 KWIK BOLT EXPANSION ANCHORS 0 ENO MUWON (ORIENTATIONS #1 & 02). SECTION W-3 DED MOUNTED MULLION INSTALLATION It 1J 0 f TO POURED (To. TOP & SECTION X343 W/ F�2) (END MULLION ONLY '�/ • (W/ ORIENTATION A 1) (7"X4') [YahL7ll / 3 1/2-3 1/2' 7 / 7 L/3.X3-X)/2-xO'-7- (6061—T6 ALLOY) Awm. ANGLE EA. SIDE W/(2) 3/4'0 THRU BOLTS TO UULLION 0W & L/ 3'X3 X,/2'XO'-7- (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ 2) 3/4.0 TMRU 80LT6 TO NULLMNi At KW(1) 3/4-0 KBOLT TZ EXPANSION (2) 31 KWIX DOLT R ANSION ANCMOR W/ 6- MI, EMBEDMENT TO. ANCHOR W/ 6- Wirt. EMBEDMENT TO POURED CONCRETE (tp. TOP & POURED CONCRETE (Ty, TOP & BOTTOM) BOTTOM) (END MULLION ONYI (INTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G9 (WJ ORIENTATION @ 2) (4.0-) • SIDE RAIL 0 AND BOX NOT SHOWN FOR CLARITY. FLORIDA BUILDING CODE (Non H'pM1 V<N °"�1 66 Nautilus * ** P.E. H.tY. Toe; I7-244 �tl Min. E.O. SCHEDULE R Min. ED. I -(SEE SCNF➢ULE et) I1= Of, SEAS Ii bPPLKAHIE / V POURED CONCRETE (cc - 3 m M'). SEE SCHMIX /1. G3 Daum ALTERNATIVE SECTION X3-X3 W/ Gam3 (W/ ORIENTATION N 2 (2'X7' INTERIOR MUWON ONLY) • SIDE RAIL Q AND BOX NOT SHOWN FOR CLARITY. mP X3 (Tn.1rr/�TTDn ED CONCRETE . 3 K; Ltin:), SDHEWtE ji. IEOGE Ol SV9L T E.D. B1 iMin. DULSCI1EOUtE (SEE SCxEDULE 01) SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES 1, la & H ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INS(ALUITION CASE I — RESIDENTIAL AND CCMMERCIAL APPLICATIONS WITH ±60.8 ps.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0` MAXIMUM MUWON SPACING. SEE SCHEDULE 81 FOR ADDITIONAL SPECS. INSTALLATION CASE Ea — RESIDENTIAL AND COMMERCIAL APPUCATION W/ 360.8 p.s.1. MAXIMUM AS.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MUWON SPACING. SEE SCHEDULE gi FOR ADDITIONAL SPECS. INSTALLATION CASE II — COMMERCIAL APPLICATION FOR ±100.0 p.s.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. SEE SA14Fn11117 B1 FAR AnnMnNAI SPFAS_ SCHEDULE #1 INSTALLATION MIN. STAB MEN. ,WCHOR TTPE a 512E 41N. ANCHOR MIN. EDGE DISTANCE FOR CASES REO'O. (TYP• TOP a. BOTTOM) EMBEOMENT ANCHOR 3/6.0 HILTI. INC HUS-H [ 4' 3/8.0 POWER FASTENER 2 f/2' S i/2' WEDGE- BOLT ANCHOR A ♦' 1/2.0 HILTI INC KWIK 2 1/2' 5 1/2' oLT TZ 6• 1/2.0 HILT INC KmK 3 1/4' 7 1/2' BOLT TZ oron mrza me No.44167 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * TO A LIMITED LOAD. MULLION SPAN AND MULLION SPACING IN; Nautilus RONnySAOtl•r3)alem m/u/n EXPERT SHUTTER SERVICES INC. d,z 1676 sx aL1Y0Rr saHLT 17-244 7 J/4 MN. E. 7' 1 CONCRETE (re - ] Id Mn) \ 8' Min. RICK REO'D. \ NOTCH ''\\WE� Yin. E.O. (TYP. TOP/ 88BOT --TOM)\ o� 4�.\\\\\\\\\\\ $ I 1' 4 - tl En msnND_a G GIA55 n 7 M i 44DNUOlS POURED �N kvCRETE (fc - J W Mn) . Min. THICK REDID. \ 1 1/2' L-- ""'I ON BUhDIN TEX SCREWS 7 1/4' W/ 1' O.D. 0.060' CAEVANiZEO STEEL o.c. WASHER O 24' a.a EDGE 6 APPUCABLE ] 3/4' Min. E.D. ( POURED CONCRETE (f'c = J ksi Min.) — END CAP 8' Min. THICK REO'D. -@(V/ALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION O'-Q' ON SHEET 8.) ExIETeaR Ql/8 1 1/2'xl 1/7k0.GWxCONT. ALUM. ANGLE Vf/ 1/4"W/4' RYI BUILDEX TEK SCREVM 0 24' o.c. TO TUBE. 1 1/2' I (m. T�/B]nn4) 1nN.O. \ I �L4'N'xJ/B'xG'-10'(fi061-T6 ALLOY) Num. ANGL \ EQ O Ek. SIDE W/ (2) J/4'P THRU BOLTS TO MULLION \ \ \\ 4' W(n ENTTUCANCHORR /S(3/4-0 �MBEDNTO POURED EDGE IF FIRLI UE WALLIYP. TOP & BOTTOM). WALL MOUNTING: MULLION POURED CONCRETE WALL SECTION W4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION I 'SGLE: 1/8-a I' -o9T. O P.E. 7 3/4' W, E.D. 4'x4'xJ/B' (6061-T6 ALLOY) um. ANGLE FA $'.DE E IF. --T 1. EDGE APPUGBLEJ SECTION X4-X4 W/ Gi7? (END & INTERIORMULLIONI (N/ ORIENTATION 9 21 (4%7") • S1DE RAIL QO NOT SHOWN FOR CLARITY BUILDING CODE eumiome 2me] P17-244 orA 4 NBNUOUS POURED u )IV7AETE (Fc - 313i Mn) Mn. THICKNESS [ 1_ VD. Nm a P 0 v q 078 2'.MULUDN DEPIHx7/8" CoM. ALUM. TUBE (TOP k BOTTOM) IV/ 5/16.0 TAPCONS KL W/ 2 1/4- Um. EMBEDMENT 0 24' o.c. i I � LNG BW 'G&V ra STEEL O.e60' GALVAIOZED STEEL 14' w<. (WP1L MOUNTED SHOWN, MAY DBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET B.) EXTERIOR I 1/2'x1 1/2'xO.062'xCONT. ALUM. ANGLE W/ 1/4'Ox3/4' ITW SUILDEX TEK SCREWS 0 24' oe. TO TUBE. �(2) 3/8.0 KWIK BOLT T2 EXPANSION ANCHOR I. E.O. W/ 2' Mi, EMBEDMENT TO POURED CONCRETE WAIL (TVP. TOP a BOTTOM). IF APPUCABUE CONTINUOUS POURED CONCRETE ((c - 3 Id W1j 8' Min. THICKNESS FWD. WALL MOUNTING:MULLION a POURED CONCRETE WALL SECTION VIA INTERIOR WALL MOUNTED MULLION INSTALLATION TO A LIMITED LOAD. MULLION SPAN AND MULLION SPACING INSTAI IAk EDGE If APPUCABLEI 4 3/8- CONTINUOUS POURED CONCRETE (ec - 31d 6' M.n. THOWESS FWD. lao 4 3/8' EDGE IT APPUGBtEJ SECTION X444 W/ (INTERIOR MULLION] (W/ ORIENTATION 14 2) (2.07 0SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' k B' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IISTNIARON CASE P - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-D' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE IC - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC KWIK BOLT TZ ANCHORS. A. T%.. 'SIDE RAIL Q NOT SHOWN FOR CLARITY ''JGEN3F-` No,44167 IT e24n THEW NG 21° IL EC'O Ltlt. BUILDING CODE (Non TGon vUeclx H.M.e San; Nautilus LG RPIDngshvttersy ro W/2V17 SHUTTER SERVICES INC. E24 sW_ mrN s 17-244 >OR! W. LW fL 349M WM 1b idol in --me . rm m-om i I IN JOB SITES AS.D, DESIGN PRESSURE RATING.(Ps.1.) FOR THE OPENING AND DESIRED SLAT 'L' (N TO PROTECT IT (SEE GENERAL NOTE 02, SHEET i). SLAT THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN 10 RAILS; AS.D. DESIGN PRESSURE RATING (pAt}; THE AT CHARTS I THRU IC TO PROCEED WITH DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. AXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN IX SLAT SUP MAY BE GIVEN A.S.D. DESIGN PRESSURE RATING. 3 SEPARATION TO GLASS IS PROVIDED ON CHART Is: PROVIDES SEPARATION (DUCTS W/O OR W/ STORM BARS (SEE STEP 4). INFORMATION ON FOR IF'PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS S MULLONS, THE FALLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PRIOCEDURE 4a: IF STORM BARS AREUSED 1. 6NIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Is, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ,ENTER TABLE 1 ON SHEET22 W7 A.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM PLLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR r"0 21 PROCEDURE 4b: IF MULLIONS ARE USED BUT W(O STORM BARS t. MINIMUM SEPARATIONTO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART Ic ON SHEET 1S.. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25 &23 W1 A.S.D. DESIGN LOAD: MAXIMUM MULLION 3. SEE SHEECS40, 10A; 11,, 1/A, 12,12A 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOPS BOTTOM FOR FLOOR TO CEILING (TRAP ED OR LL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLIONTYPE(�,;9 & ). PROCEDURE 4c:.IF BOTH STORM BARS S MULLIONS ARE USED t. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING. 4. ENTER SCHEDULES is THRU 2c ON SHEETS 24, 25& 26 W/&S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING 1MAX.. iT V OR'7%AND DETERMINE MAXIMUM MULLION SPAN MUVEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN & 3 ), LUON TYPE & MULLION ORIENTATION, & SEE SHEETS 10, 10A, 11, IIA, 12, 12A, 13 & 13A FOR .MULLION CONNECTION DETAILS AT TOP& BOTTOM FOR FLOOR TO CEIU© QR PPED))OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORAGWEN MULLION TYPE( LCiJ' 8 * PROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR. INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD. FRAME. STRUCTURES. 44167 01017 Mmm`e. Nautilus TILE •� i6To�'.. � . .11 C OTNc' EXPERT SHUTTER SERVICES INC. 1828 S.F. BItIYOP[ SWLR �� ,� »o . ��M�a sew• 4 m x0. *+mM1 n n,r 17-244 =R Ih wH an SLAT PERFORMANCE. CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 1@" SLIP) OR A GIVEN A.S.D. DESIGN PRESSURE RATING(P.6.f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS YW OR W/O STORM PARS CHART Ia - CHART lb CHART Ib' CI'ART IO USE ASD. taw 115E itA'NBfM Posma ASD. lain vw1E 318"0 KWIK BOLT 3 ANCHOR POURED CONCRETE 511670 TAPCON XL ANCHOR 5/16"D TAPCON XL ANCHOR m ca0ur ialt°'w+ 0mwalE 6uxx m Pouam tmvcnETC MAX. OON MAIL SLAT SPIN 'LMW (FT) SLAT 'LMAX- (� MAY SLATED �'" (� REQUIR(9 MIN. SEPARATION TO CLASS MEASURED TO BACK OF SLAT (in) DER RESSU RATING (Pg{) nuL WlA1f Pa Ipla • m7evm 110161T 5¢ Vela i IvnO-eur _ � i &'°0-01R MWM x/ EQ MS NOlO i YOUM NVI69 • MOUNT l A �( ® ew¢drt x/© 0¢ Nefa t 17Nt YONO 5a Nita t MAPPED Y01 NO Sa blO i TuaO-OVT MEMO � 'm€-r'l t OOIMf x/© pr pip i W/O SfOMI BARS W STORM BIAS . t 23.. WM04 ONE N Ia WMO4 ONE 30A 20'-0' l5'-4' 2C-O' 20'-0" 20'-0' IS'-4' 20'-0' 18'-6' 20'-0" 1W-4` IW-W 15'-8" 1- 14 2' 6' 7' 35.0 20'-0' 15'-3' 20'-0' IV-IV ?d'-0' 15'-0" 19'-0- 18'-Y 2W-0" 15'-0' IW-3' 14'-O' 1' 1♦ 1 2' 8' 7- IOA 20'-0' IT-2' 19'-7- '16'-6' 2W-0' IV -a* 17'-4' 14'-10' 18'-it'. 14'-5" w-10' IV-9" T 14 1 2' r 7" AEG 20'-0' 15'-0' IV-0' I5'-r 20'-0' 74 -2 18'-0' IT-8' 17'-4' 14'-2' IT-9' 12'-C' 1" 14 1/2' 6' 7' 50.0 20'-0' 14'-10' IB'-9' i-Y-r 19'-Y 13'-t' 14'-10' 12'-10' 16'-2' 13'-l' 12'-9' IV-0' 1' 14 1 2' 6' 7' 55A 20'-0' 14'-S" IS'-8' 1J'-4' 7 -H - - 12'-i' 15'-0' IV-4" 12'-r 10'-8' 1' N t B' ]' 60A 19'-5' IS-9" I4'-8" tY-]' 16'-9' Iv-8" 13'-r 11'-5' 14'-2' 11'-8' il'-4' 10'-O' 1" 14 t r 6' 7' It18'-P tY-11' 13'-ll' it'-il" IV-11' 13'-4' 11'-0' 10'-10' 9'-8' i' 14' 6' 7- 70A 1T-4" 12'-1' 1Y-3" 11'-4' 15'-0' 104-6' I1'-f0' IW-4" 12'-9' 10'-6" 1O -4' 9'-T 1' 13 1 2'. 6' 7' 75A 16'-6' 11'-7' IV-7" 10'-16" 14'-3" W'-0' 11'-4' W-11' 12'-0' f0'-0' 9'-fo' 6'-10' 1' 13 1 2' 6' 7" BOA 15-9' 117-0' lr-0' 10'-5' 13'-7- W-6' IO'-10' 9'-0' 11'-7' 9'-5' 9'-Y W-6' 1'R21,/2'. 6' 7' 5.5.0 15'-0' 10--6' 1V-7' 10'-0" 13'-0' V-3' 10'-5' 9'-3' 1V-2' 9'-3' 8'-0' 8'-]' 1' 8' T 00.0 14'-2' 10'-1' lT-2' V-8' 12'-6' 8'-10" 10'-1' B -N" 10'-9' 8'-1O' 8'-10' 8'-0' I. -6'.. 7" no 1J'-5' 9'-8" 10'-9' 9'-4' 12'-0- 8'-5' 9'-9' e'-T i0'-4' 8'-5' W-6' 7'-9' f 6" 7' IWO 12'-9' 9'-4' 1(Y-5' B'-1' 11'-8' 8'-k' 9'-5' B'-Y 10'-0' 'W-4" W-3" 7'-6' 1' B' T105.0 12-28'-9' 10'-1' e'-9' 11-3'60 9-2' 8-2' 9'-8' 8'-0' B'-0' Y-4' 1' 6'7' 110A IV-7' 8'-6' B'-9' 6'-b' i0'-11' 7'-ID` 8'-10' T-/1' T-3' 7'-10- T-9' 7'-2' 1' 6'Ti15.0 11'-1' e'-5' 9'-6' 8'-4' 10'-]' 7'-8' 8'-8' T-e 9'-O' T-8'T-B' T-o' 1''T120.0 f0'-8' 0'-1' 9 -3` 8'-2' IW-3' 7'-5` 8'-5' 7 -8' 8'-ii' T'-5' '75' W-ID' 1' 6' 7"i25A IV-r T-9' 9'-0' 7-il' 10'-0' T-2' e'-2' ]'-4' 8'-8' T-2' ]'-3' 6'-8' 1" 6' 7"130.0 9-10' T-6' B'-9' 7'-9' 9-9- Y-0' W-0- 7-2' W-6' T-0' 7'-2- 6'-6' 1' 6' ]'135A 9'5'T-2' 8'-6'7'-7'VV 6'-10' 7'-10' T-1- 6'-2" V-10' 7'-0' V-5' 1' . 8' 7' 140A 9'-1" 6'-11' 8'-4" 7'-5' 9'-1' - T-8' 6'-11' 8'-0' - W-10' 6'-4' 1' 10 1/2. B' T 14&0 1 W-2" 1 7'-3' 1 W-Iw - 7'-6' - 7'-10- - - 1' 10- 6' 7' 150.0 8'-,. W-0' 7'-2' 8'-8' T-4' - 7'-Ir _ - — 1" 10' 1 8' 1 7- 1550 T-3' I r-io' 1 7'-0' 1 8'-Y 7'-2 7'-r tn. . n Y'-8' 6'-10' B'-0' 1. 1 7- * H9ff$1 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS """' ANCHOR SPACING SCHEDULES ON SHEETS 17 h 1S INDICATE THAT Ipr. AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN '' 0 AS.D:. DESIGN PRESSURE RATING. 111 ••, ✓ FLORIOA SLOWING CODE (Non High Velocity B0reme zone] 2.. REQUIRES SIDE RAILS FASTENED TO EXISRNC STRUCTURE WITH �4 02on m1w o+c. la 3/ebb KWIK BOLT 3 ANCHOR OR 5/18b TAPCON XL ANd10N. INTO ; f !d0 44�6} Nautilus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR 1 Ronfnp.Sh9Nor3yarom 01/9s/17 WITH /4'0 TEK SCREWS AT MUWONS CONNECTION. VAUD FOR 4S ILL E� wN WALLOUNTED, TRAPPED MOUNTED, AND 6U140-OUT MtlUN1E0. 4 :1." 1" rzmx9:. w9wttawo c0araar EXPERT SHUTTER SERVICES INC. �O . Sri`. 6�Ay 11 7.. m x uma n mw lees zw. ea9uoxc sllGn 17-244 _ �^r \ h.. UmPr un. re.lsaN+-fen "m ST. LUOE. R. 34904 3. MAXI UM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE 4@s 6� t11 .-0n71 ulta.coi%. Aur...1�1bn_7�„e, DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. /i2Al ae G11, .t11 p A°7°p°y"�71y, p,E T. R.t%h:.,,.e16 � R9aw L I NI07 r ve,rm __ Stal7 IS Ol16 MAX. ANCHOR'S SPACING SCHEDULE Va WALL MOUNT I SLAT SPAN RANGE oEA t > 4'-5' t > 8'-6't > 5'-7t > 7'-0' t > 9'-12't > 12' %'t > 16'-20't 9' 9"9"9"9'9'9"e' rPATM0'-4' 9'9"9"9'9'9'7''55/8" 9" 9' 9' 9' 9' 8' 5 5/8' S 5/8" 9° 9' 9' 9" 9' 6 1 2' 5 5/8' g' 9' 9' 9° 8'6' 9" 9'9"'7'- - - 1 9' 9' 9" T 7' TRAPPED MOUNT I SLAT SPAN RANGE Dti9pl PRISSURE RATM (A 0'-4' t > 4'-6' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s >31-40 9' 9" @" S.- >41-6o 9' 9' 9' 9" 9" 9' 7 1/2' >81-eo 9' 9" 9" 9' 9° 8' - - >81-105 9' 9' 9' 9" e' - - - >108-120 9° 9" 9' 8 1/2' 8' - - - >121-1 0 9" 9' 9' 7' - - - >141-1e0 9' 9' S' 6' BUILD -OUT MOUNT SLAT ~SPAN t tam MAX. SLAT SPAN FOR GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT .PERFORMANCE CHART ON SHEET I& MAX AAD.1 SLAT SPAN RANGE OESM prasstm 0'-4' t > P-5' t > 5'-6' t > 6'-7' t > T-9't > 9'-12' t > Ir-1B t > 16'-20' t E E E E E E E E E E E E E 19' 9' 9' 9'9" 9" 9'9'9'9"9'9'9'9" 9'9'9"9'9"9' 7 3/4 7' 7" 5 5/8 1 9' 9' 9' 9' 9' 9' 8•. 9" 9'9°9•9•9'9•9'9•9•9•7' 7• 6' 5 5/8' 5 5/8" 5. 5/e 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' 9 5/e 5 5/8' 5 5/8" 5 5/8' JMMO 9' 9"9"9"9' 9' 9'9"9'9"9"9'9'9'7" 5 5/8 5 5/8 5.5/e 5 5/8' 5 5/8' 9" 9'9"9"9" 9' 9'9' 9' 6' 8° 6 1/2 6 3/4" 6 3/4' 5 5/8 5 5/8 5 5/8 5 5/8 - - - - - - 9" 9'9"9' 9" 9' 9'9"e' 8"6' 6 1/2 6' 6' 5 5/e 5 5/8'5 5/e ------ 9' 9" 9" 9' 9" 7 1/2 8" 8' 6 1/2 8' 8" 6" 5 5 8" 5 5/8' 5 5/8 1 9' 9' 9° e' e' 6' T 7' 6'5/8 6 3 4' 6 3 1V S 5 8 5 5/8' S Z: N. *Lk 02617 V omo Li'C, Nautilus ROULayShnff rSy6 qp4/17 wrz UTTER SERVICES INC. 17-244 IM. euuORE seEE1 sr. wnE, ti 3wea �, +v-smn.rcMOn�.ww A �i SxRI 16 wn WALL MOUNT „.. SIAT SPAN RANGE IW6q R. C!(rbi 0'-4' 1 > 4'-5' 1 > 5-8' T > B'-T } > T-B' } > B'-12' i > 12'-16' i > I B'-20' 1 s 30.0 B' B' e' B' e' 8' 7 1/2' 5 1/2' B. 8' B' B' 6' 4' B" 3 4' >et-Boc S. 8" B. S' 7' 4 1/2- 3 3/4" - l R.6 1 2' S' >1 6 120 B' B' 5 1/2' 4 1/2" 33/4' - - >121-10 8' 7 1/2' 6' 4 1/2' 4' 3 3/4' N41-160 B" 6' 5- 4' 4- TRAPPED MOUNT syy SLAT SPAN RANGE swlafss0 0'-4' 1 > 4-5' Y > 5'-6' T > 6'-7'Y > T-B' t > 9'-12' t > 12'-f 6' 1 > 18'-20' 1 s mo 6' 6' 6. B. 6' 6' 6' 5 1/2' >41-60 6' 6' 6' 6' 6' 6' 5 1/2' 4' 4 1/2' 4' 6" 6' 6' 6' 4- >61-103 6' B. 6' S. 4 3/4' 3 3/4' 3 3/4- >106-120 6' 6' 6- 5' 4' 3 3/4" >121-14o 6. 6' 5 3/4' 4' 3 3/4' 3 3/4' >111-160 6' 6' S 3 J/4' 3 3 {' BUILD -OUT MOUNT 9 SLAT ~SPAN [o] } SLAT SPAN FOR A GNEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. ,may. SLAT SPAN RANGE t > 4'-5' t > 5'-6' t > 6'-7' } > r-B' t > 9'-12' t > 12'-16' t > 16'-20' t 6tl j° E E E E E E E E E E E E s WA 1 6' 6' 6' 6" 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 5 1/2" 5 1/2" 4 1/2" 4- 4- 3 3/4' 1 6" 6' 6 6' 6" 6" fi 6 . 6 6 A. 3 4- 3 3/4' 3 3/4' >41-60 6' 6' 6' 6" 6' 6' 6' 6' 6' 6' fi' 6' 6' 6' 4' 4- 3 3/4' 3 3/4' 3 3/4' 3.3/4- 6' 6' 6' 5 1/2 6' 6' S' 5" 5" 4' 3 3/4' J J 4' - >6t-105 1 6' 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' >106-120 1 6' 6' 6" 6' 6' 5 1/2 5 3/4' 5 3/4 4 1/2 4 1/2 A 1/2 3 3/4 3 3/4' 3 3/4- 3 3/4' - - - - - - - - - >121-u0 6' 6' 6' S" 5' 4' 4 3/4 4 3/{ 3 3/4 4 1 2 4 7 2 3 3/4 3 3/4' 3 3/A: ,,. - - - - - - - - - >141-160 6' fi' 5' 4 1/2 4 1/Y 3 3 4 4' 4' 4' 4' 3 3/0 NjW- r o son mrtco ou•n ae auti • us Rollin SA6Nar ME ClM� .„, EXPERT SHUTTER SERVICES INC. 17-244 W . m 17 v>4 LY11AIR t A OEM PFMWM ROM RANGE (W.) I SLAT SPAR RANGE 0'-4' t > V-5' t > 5'-6! t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t z 3G.e I 8' I e' 8' e' 8' 8' 6' 4 1/2- T11-40 I 8' 8' 8' 8' 8' 7' 4 1/2- - >41-e0 8' 8' 8' 8' 8' 4 1/2- - - >eiMa 7 1 2 7• 5 1/2' - >51-105 18' 8' 7 1/2- S' 4' - - - >1G0-120 1 8' 7 1/2' 6' 4- - >121-140 8' 1 6' S' - - - >W-160 1 1 7' 1 S' 4' - - - TRAPPED MOUNT O " PFMSM mm RwICE (p+/.) I SUIT SPAN RANGE 0'-4' t > 4'-5' t > 5'-e' t > W-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t z 20.0 6' 6' 6' 6' 6' 6- 6' - >31-4o 6' 6' 6' 6- 6- 6' 4 1/2' - >41-54) 6' 8' 6' 6' 6' 4 1/2' - - >61-90 6' 6' 6' 6- 5" 4 1/2' - >e1-in 6' 6' 6' 4 1/2' 4 1/2' - >100-120 6' 6' S 1/2- 4' 4 1/2- - - 1121-140 6' S' 4 1/2- 3 3/4- - >141-100 6, S' 4' - - - BUILD -OUT MOUNT SLAT ~SPAN t Ii4TE: MAX. SLAT SPAN FOR A GM A.S.D. DESIGN PRESSURE RATING SHALL NEAR EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. �a�eee■�eeeeeeeaaaa■�®a�aoae', ��eeeeeeeeeeeaaa®®�aaaaaa ��eeeee�®eeeea®�a■e�ae�aeea, ��eeee�m�®�;®®es�aaaeea®ae�a ��eeee��®���eveoveee�■eeea �Qaee®�����.aaaaaaeaaaeeeaa �e�e�eea�maaaaaaaaaaaaaavaa ®®eaaaaaaaaaa�aaaaaaaaaa J'•'� "' `%-'. FLOMI A BVOIDNG WOE Non Wgh Velocity 0urdcane Zm ) j' ' Ab :1 Nautilus - .0:r.---.�•y 1�7 RaR1ngSEvfhr3)alem m/2{/n EXPERT SHUTTER SERVICES INC. 1:.,', 17-244 �A Q . `4,'p'•• nwl rzsnx0 a exow¢wxc mwAxr sw.w n o.. m 0"BM111. R. °imm�nm. ra,wsnn-,m s0tt wm sr. wo5. r� �{se. RI�P;.:'r.4r P .-.,,,a Im..,°,mm. ®-woeno rw�a,.ttoo rn-.me. ru:.tmt nl-mo In u..an .. . en jean 914T I! 0A .G.�n+ IIILIFA 41K I ... ROR01l� . Hin SCHEDULE VC: (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' unNc (Psy) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 ' >31-40 10 80 10 100 386 120 440 1.40 398 180 '823 240 1323 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 595 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - >121-140 552 280 960 350 7003 1 420 1612 490 1869- >141-160 781 320 11.86 1 400 1322 1 480 1873 560 1740 1 640 - I - I - I - - - � `, ( SEE MISSHEETFQR VA&YyYAIVES. SIDE SLAT r_—SPAN---1 E�D SLAT SPAN DEFINITION ,:PER A. T/l,�l✓,, p� r �?r"'wF •''Sg ROPoM BUILDING CODE (Non 9igE P<Ixity 9urtimne Zoro) i N0.4$167 i • • '$ E�R�`,; =. S�ONAIRR a'j1 : cmomttcowc � IL E C O 1nc. Nautilus xM„Lf9�MNM.� diw.vr: ca/Rtrzn EXPERT SHUTTER SERVICES INC. I625 SM. SLL4QQE STREET MRt Sf. LI1CS. {L ]199{ MmM: (o t I.rm . ru. lmf en wv mart Esnxa wom ERwo mMvwr ate, Au n' f, s& wbay tt flat Mm:ImsYvbAw.. M: (.MiSt: R a " MKIFR A Y&t? s:.v.E. tta �M /. �*tm 17-244 awMwc w vim is mm P.E. SFN./514rtt4(Ilb DATE m FORAGP (ONLY VALID FOR 1F! SLIP) SLAT PERFORMANCE CHART Rbl & 1101.: (ONLY VALID FOR 114' SLIP) ANOSNURER6IDWTDPNORIONFOR FORAGNFNMAI➢2ULIA&D. DESIGN PRESSURE RATPIGWNANOSNUTIERYOUMCONORN)N FOR 7 AN.]BELOW DL3TALLA110NSVdO STOPM BARS PERDETNL]BELOW mW w0 womnT Asn u]D u9E YOMY.PO4RYfiA&D. ONOR WIN. SLAT 1aV VALUE .S1P��AN� Y•u•.' SPAN YR. Sovimm TO m (n) VU YFSRiID ro BLDI v sw f rt syypopFOpprpp-a0 w 0 SIORM BURS 1M1�•AIP�1'�FN(� wF.9 Dw2T wFm TOM I.. N...�..w.. �•3. (ONLY VALID FOR 118' SLIP) CHART IIIbl Moll CHART MCI LASS 1F01Y w1i[m@fWIx NO RaioM AfO t01B USE IL1fYY 1GOKAJ L. LOADV'MME SNIFWTAPCON XL ANCHOR MIN. SW SPAN 'M sa MAIL SLAT SPAN 'L , (m(n) IE➢IfED 10L SPAR. .,DGUoS YmF ED TB m OF.SLAT W PROMMIKII " IOAo Im MRoe Y05IA tome W9 W �,�„ w G slDraT HITS wuro Fox; 1-9 wom TOE F nnoo T-2' T-y -6, T-6' 6'-7 1" B 1 &' no 3&0 T'-]' T-]" T'-2" 40A 'F 6'-9' 6'-9' 6'-9" W-4" B'-f' Y S 1 0' 45.0 .r W-6' 61-v 6'-B" 5'-w 1" R IA- D0.0 W-5' I W-y 6'-5" 5'-9' 1" R t " ii. - mo ^ 6'-t" R'-1" 6'-1" 6'-5" 1" R I SLAT PERFORMANCE CHART N t (LESS THANy8' SLIP) FDRADNEN A&O. OESION LOAD UF.D,'SHUTTER MUM OC IMON INCLUDING ANOHOR TYPE AND FOR INSTALLATIONS YND S I ORM BARS PER DETAR ] BELOVI SRya TAPCON NLANCHOR VD: I VILE iiF>Tml FEDOM IRE AND AND N NE1WM ASA IALD U0JU) ASJL lON1 VWC T T SPA�1 SPN�1 m aum�iou�m DESIGN oral v FW fw) D vyl�!/1� w/0 S@01 BN6 ygwrA �ye� �'a® weo]Bx] m wme mwsme ly 311 • 4'+6" 3&" no fi'- 40,0 • 0' V-0- 5._y. eD.o ... s•-s- F VALID FOR DDJMJSiR F�I1M (0.0.46) SOUREFIN FOE (r2 (0-055) SPREE FOE-FH2A1H (0-M36) W1D FOR DOUMJS R =oli "46) Y O� W MRI PIE h (0-0.55) SLAT SPAN DEFINITION VALID FOR a.InERI § INSTALLATION INTO WOOD FRAME STRUCTURES ;`• R.m• 4416T i UQ II011Y.W[�®11091M YD I�OL[e3&IDD 1110 MYL _ MAIL SLQ SPAT lrwc' YR RI] w�wl I MI ro WOOD GRADE D�OemI (A)) va9Os m0-aul wFa to r !ffl- W7 �0 SLAT SPAN DEFINITION YRO D AV •" VDCD SRDS uAl mE fifl90) T DETAIL T (ELEVATION) A t(ons: 1. ABOVE INDICATED MM . SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACNG SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN I.M. 1: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SMALL BE 3S. FLORIDA BUILDING CODE (Non R'ryN Velocity Hurricane 2Iam) ARA I° Nautilus RRWng SAwNlmSF6hm OA,O. artn LL E1 C EXPERT SHUTTER SERVICES INC. w0 a 6ncwLTwxO cOwraxy 6 0. M wbu u'mi M1 MtN pJpn.lMo. r..(mbn-�N• [D-T-0e)19 •� 4.1FAA TW ?. PL 1 W6 Sw. BILINDRE 51PLEI WNf SI. IUM. Fl. N9N wYi NV-YL . NL (llD eIl-<9i0 17-244 fI1wYE b . m �w� •n • ROINA lk. l w16) RI¢i ]O V ]w MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 7X4" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE SLAT SPAN RNXE M t) tldIII 4'-S' SOUTHERN PINE #2 (G=0.55) S 30.0 6' 40 6- 5o 6- 60 6. DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 40 6- SPRUCE PM0JE-6FIA-SOUTH C= s 30.0 6- WALL MOUNT TO 2"XB" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE ®a SUIT SPAN RANGE A6a AaLeAwe W6 Cm['>Sm5">Sm6' 6mY">YmC'>7mtD' SOURIERN PINE 12 (G=0.55) 5 30.0 6. 6- 6" 6' 6. 6. 40 b` 6' 6' 6. G. 4 3/4• 50 1 6" S. 6. 4 3/4- 3 1/2- 60 S. 6' 5 3/4' 5 1/4- 3 3/4' 3- DOUGLAS-FIR-SOUM G=0.46) s 30.0 b' S. 6. S. S. 6. 40 6' 6' 6T 5 1/4' 5 1 4- 4 1 4- PRICE PINE-FlR-SWM G=0.36 s 10.0 6' 6' BUILD -OUT MOUNT TO 2"xS" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE uuuAn SLAT SPAN RANGE 0-r > 4-6 ' > 5-e ` > 5-Y > Y-6• > 6n TOM• WMf• YWxf• IOMP VJM• W war, IOYI"mlY =;-.A TOM• E .ONf• TOM S 30.0 6- 6- 6- 6- 6. 6' 6- S. 6. 6` 6. 6. SOLITHMN PINE 12 40 6' 6- 6' 6- 6- 6' 6' 6' 6. 6- 5 1/4- 5 1/4- (G=0.55) 50 6- 6. S. 6' 6" 6' 6' 6- 5 1/4" 5 1/4" 4- e 60 6' 6" 6' 6' 6- 6. 5 3/4' 5 3/4" 4' 4- 3" 3' DOUGL S-FIR-SOUTH - 30.0 6' 6' 6- 6' 6- 6- 6' S. 6' 6' 61 B' (G=0.46) 40 6' 6. B. 6- 6" 6. 5 1/2- 5 1/2- 5 1/2" 5 1/2- 4 1/2' 4 1/2- PINE-F6t-SOUIN G=0.36 5 30.0 6- 6- 6. 6- 6. 6- 6` 6' 6 *Nm MAN. SPAN FOR SLAT FOR A GNEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED. ON SLAT PERFORMANCE CHARTS ON 20 SHEET. a`''y�r • JCEN..... .. , . f SF •'• FLORIDA BOROING CODE (NM Nyn Veracity HuWl6 a 2ae) ' NO.44167 `: * :* 1� pt L. a �_ (� ••..... •• •\` t11t �NAL ozo12 %n ins. IL ECgim nun trsnxc s. wc.xcwo.c w"r•M R w.7a.,gn umy n nm w w« �� ry (�"r�_1v. ®-ammo lutm A latrt r. P4. M1OTOL 1k. 1 u162 Nautilus No 58ofmr 6 m: �R1, EXPERT SHUTTER SERVICES INC. 1626 Ir. 6UIgAE SO POW W. LY fL N40. 17-244 ou ue iw prtn 21 n2s r P.G RE/OAiE i Y71:11:5 MAX. ALLOWABLE STORM BAR SPAN (ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.Q, & A GIVEN STORM BAR SPACING (ft) " u D. STORM BAR SPACING (FT) P�� s 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11,-0" 11,_O• 11,-0" 11'-01. 11'-0" 11'-O" 11,_O" 11'-O" 11'-O" 11,-0" 35.0 11'-0" 11'-0" i t'-0` 17'-O" 11'-0" 11'-0" 11'-0" 40.0 11•_D" 111-0" 11,-0" 11,_O" 11'-0" 11'-0" 11'-0" 11'-O" 11,-O" 11'-0" 45.0 11'-O" 11,-0" 11'-O" 11'-0" 11,-0" 11'-0" 11,-0" 11'_O• 11,-0" 11,-0" 50.0 11'-O" 11,-0" 11'-O" 11'-0" 11'-O" 11'-0" 11'-0" t1'-O" 1V_0" 11'-0" 55.0 1V-O" 11,-0" 11,-0" 11,-0" 11,-0" 11'-O" IV-O" I1'-O" 11'-0" 11'-01 60.0 11'-0" 11'-0" 11,-0" 11,-0" 111-0" 11.-0.. 11,-0" 11'-O" 11,_O" 65.0 11'-0" 11'-0" II,_O" 11'-0" 11.-0., 11'-0" 11,-0" 11'_O• 111-0" _ 70.0 11,-0" 11'-0" 1 V-O" 11'-O" W-0" 11.-0.. 11'-0" 11'-0" • 11,-0" • _ 75.0 W-0" 11.-0.. 11'-O" 11,-0" 11,_O" 11'-O" 11,-0" 11,-0" • - _ 80.0 11'-0" 11,-O" 1 t'-0" 11'-O" i 1'-0" I V-0" 11,-0" 10'-10' • 85.0 11'-0., 11,-0" 11'-O" 11,-0" 11,_O• 11'-0" 11,-0" 90.0 11,-0" 11,_O" 11'-0" W-0" 1 t,_O• I V_O" 95.0 11'-0" 11'-0" ii'-0" 11'-0" 11,-O" 11'-O., - - 100.0 11'-0" 11'-O" 11,-0" 11'-0" 1 11,-O" - - - - - 105.0 IT-O" I I,_O" 11'-0" 11'-O" I V-O" 110.0 11'-0" 11,-0" 11,-0" 11,-0" 10,-10" - - - - - 115.0 11'-0" 11,-0" 11,-0" 1V_0" 120.0 11'-01. W-0" 111-0" 11,_O•, - - 128.0 111_01. 11'-O" 11'-0" W-10" 130.0 Ill'-O" W-0" W-0" 135.0 11'-O" 11,-0" 11'-0" - - - - - 140.0 11'-0" I V-O" 11'-O" - - 145.0 1 V-O" 11'-0" 1O'-11" - - - 155.0- 160.0 •� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. k THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ I OR MORE STORM BARS PER SHUTTER. JTHIS REGION IS ONLY VAUD FOR INSTALLATIONS IV/ 2 OR MORE STORM BARS PER SHUTTER. a2111 M= wa �o,aals Nautilus * Z. �L r'. C. 3 IMe. RWRnguuttarsyarem :9�.. hA •,%¢ A�,m„",� EXPERT I�SHUTTER SERVICES INC. 17-244 M. Il. AAA STORM BAR SPACING V (TT) 0 2'' 3' 35' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 B C.0 BCo B.C,D C O B.0 D ABCD B D A C.D B D 35.0 C,DABCD AD C.b AB C,tl AB C.D AB.CD A 0 ABC,D BCD A0.0 BCD BCD ABCD AbCO ABCD AMAD BCD BC0 BC 47L0 A CD "IC-0 B ABCD BC.D BCO ABCD A C B.0 50.0 A CD g,1C ABCD B.C.D ABCD ABCD ABCD ABC ABCD C 55A AB D BCO B." AB 0 &B,C.D &B.C.D &BAD ABC BC S0.0 BC A.C.D B.C.D AB.C.O ABCD ABCD &BC BC C BSD BCD BCD BCD ABCD A.BC.D BC ABC BC70A &BCD BCO BCD AB BC BC ABC B A75.0 BCO A CD B ABCD C BC B A A91 BCO ABCD A9,Ctl BC AB.0 &C A A A SSA BCO B D BCD BC.O BC BC B A A A KO ABCD B.CD A CD BC BC BC A A A A KO AB.CO ABCA ABCD ABC BC AB A A A A 100A B.0 B CO 0.B C 0 ACC AB.0 A A A A A 105D ABCD A CD ABC ABC A A A A A 110.0 AB.CO B D ABC ABC A A A A A A 110.0 ABCA BCD ABC ABC A A A A A A Two BC,D BC BC 0.B A A A A A A 1TJA BCD BC BC A A A A A A A 150.0 BCD BC A.BC A A A A A A A InD AB.C,O AB,C ABC A A A A A A 140.0 BCD A.B.0 Aq A A A A A A N6A . . Ale.c AB A A A A A A 15DO I A.RCD XB.0 A I A IA A A A 185D BC' B A A A A A A 150.0 BC B I A I A I h I A I A I ANCHORS TYPE LEGEND I A 3/8'v CARBON STEEL KWIK BOLT T2 EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (Yc - 3000 psi) B 3/8'Ox1 1/C POWERS CAUL -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE Q'c a 3000 p0Q & 3/8'R-18 MACHINE SCREWS C 1/4'px3/4' ALL POINTS -SOLID -SET ANCHORS W/ 7/0' Min, EMBEDMENT* TO POURED CONCRETE (Yc v 3000 psi) & 1/Cv-20. 18-8 STNNUESS STEEL MACHINE SCREWS I D 5/18'v IfW/BUI m TAPCON ANCHORS W/ 2 11/C Mn. EMBEDMENT* TO POURED CONCRETE (fc - 2899 p00 * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH STORM HAIR SPACINO'a' (FT) e mAt mn 2' 3' 3.5' 4' 4S' b' SS' 8' 8.68Y 00.0 SC,D BCD B D BCD BCD BCD BC BC A.C 330 B D BCO BC.O &BCo BC ABC BC B A 0 BCA BCO 0 BC BC ABC A A A 4S0 BC,D BCD ABC ABC BC A A A A 50.0 BCD FOC BCD ABC BC A A A A A MA B D BC ABC A A A A A DID BCD BC AB A A A A A A M A.%C,O B C A A A A A A A T0.0 BCD AB A A A A A A 73.0 BCD A A A A A A SOLO ABC A A A A A SSA A,8,C A A A A A A BOX, A,8,C A A A A A - - - - 95.0 ABC A A A A- A 100.0 B,C A A A A 1060 A.8 A A A A 110.0 A A A A 1160 A A A A- 19D.D A A A A- 1250 A A A 150A A A A 13" A A A- 140.9 A A A- - - - - - - - 1A6A d A A 150.0 A A- 155.0 I A A I 150.0 I A I A C7017 VU10 NG Nautilus R01'Nvg�vHerS7afo7n L� ae/t4/n pu` UTTER SERVICES INC. S.R. DLnmBc sTBEn ST. w R. UH4 -vm4. roe nn1 m1-aoee 17-244 LMR49 6 am vn'm SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN III) FOR END AND INTERIORMULLIONS FOR AGIVEN A.S.D. DESIGN PRESSURE RATING (msl), & A MAX. MULLION SPACING (ft) - SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGNPRESSURERATING (P.S.F.), &. A MAX. MULLION SPACING (FT) u SN/iq (N MAXIMUM MULLION SPAN YT) YAX. 11~10 (P+1.) �AQIO (Iv 4 MAXIMUM MULLION SPAN VT) ©476"xl/4'MUWON G1 4*xB'Xllr MUWON ©4'xMt14'THICK(31B' FLANGE) MIBLION ©4x"14'MULLION Ot 4'k8'xI14'MULUON Gt 4Nrx((4'THCK FUJIM CWDI]AMN II OMMA 2 ( GWFMA1fON 1 OPoDOAMN J2 OWQIfAWN i OREMA]I0N 92 ( ) OfdENIAIxIN II 0912MAMN 02 ( I MWA)ION it 03p] =f! 02 0W txo; 12 ( ) PIO 0p00JR M I 9RW09 D10 I911EA100. 1N0 P(IE20R 6N0 m I BRIRIOR END mnRIOB I DN BRFACA M I NABOB m 6112RN9 DID I611FIOLR JOA M-Y 7'-19 1-1. J-3 1 12'-0' B'-4' IT-)' 0-0' 12'-0' 9'-6 7'-6 12'-Y 5S0 20'-0' 7'-10' 9'-0' r-3' 12'-0 T' 4 10'-7 C' 12'M' 7-0 12'-Y SSA 20'-P r-4' 9'-Y 6'-9' I1'-5' B'-0" 10'-0' T-)' IT-6' S'-11' 6'-It' 12'-Y SAO 20'-0' )'-P Y-Y 6'-9• W-S•. 6-0' 10'-0' )'-0' 12'-0' 6'-11' lr-' 40D 20'-0' 6'-10' 0'-10' V' IV-11' b'-P 9'-J' r-0' 12'-6' r-5' 6'-Y lff-0' 40D 20'-Y r-Ir 6'-tY b'-C 10'-I I' B'-1' 9'-r r-Y 12'-0' 6'-5' 1Y-0' 45A 20'-0' r-Y Y-0' 6'-6' 10'-0' r-w 9'-3' 6'-11' IY-6' T-11' 6'-2' 12'-Y 45A 20'-0' 6'-0' 6-r 6'-b' IO'-6' 7-6' 0'-]' 6'-II' Ir-S' 6'-2' IT-Y 00.0 20'-0' 6'-2' Y-2' 0'-0' 9'-1 ' T_r 8'-11" 6'-)' 12'-6' Y-4' $'-11' 1T-6' 600 10'-0' 8'-2' 0'-1. 6'-0' 10'-2' r-4' B'-11' S-r 12'-Y 5--It- IT-0" 66A 20'-0' S'-11 ]'-11' S'-9' Y-0' 6'-6' 6-)' 6'-]' I2'-4' b'-B' Y-]' 12'-6' 6Z0 20'-0' S'-11' r-11' Y-9' 9'-IO' -Y 0'-]' C-10" 12'-P 5'-)' fY-6' 60A it-V S'-Y 7'-0' Y-Y Y-6' 6'-P Y-B' 6'-2' 12'-0' 6'-4' S'-6' 12'-6' MA IV-Y S'-B' ]'-9' S-Y 9'-0' 0'-Ir Y-Y 4'-0' 12'-Y Y-0' tY-0' 65A 16'-a' S'-B ]'-9' S'-f 6'-P 6-P 6'-P 6'-3 It-tY 6'-4' S'-6 12'-0' SSA 16'-4" 6'- T-9' S'-P 9'-]' Y-10' e'-Y 4'-0' 11'-IY 5'-e 12'-0' - }•-9' T-6' 5'-4' 6'-2' 6'-J' e'-2' 8'-3' 11'-9' 0-0' S'-e IY-6' RO 17-0 5'-9' ]-6' S'-1' B'i' 6'-Ip" 6'-P A'-e' I'-9' S-0 12'-b' 6'-9' ]'-)' S'-4' 6'-0' 0'-0' 6-6' 6'-1' II'-i' Y-Y Y-6 IY-5' )64 16'-0' S-9' r->" Y-4' 9'-9' B'-10' 0'-]' !'-0" 11'-1' S'-p lY-9' 50.0 I5'-9' Y-9' J'-r 5'-4' r-10'NW-7' Y-ID' 0'-2' 11'-6' Y-!' S-B 12'-P L0.0 15'-9' S'$ -]' S-4' 9'-r Y-IV 6'-Y C-0' 11'-6' Y-5 IYM' 6SA 15-Y Y-9' 7'-1' Y-4' Y-9'' J-9' 6'-2' 1' r 6'-]' Y-6 1Y-] Od.0 IT-0' S'-2' T-]' S'-4' 9'-3' 6'-10' b'-2' 4-Y 11'-3' 5'-6 12'-3 000 tC-1' 5'-10' ]'-9' 0'-0' 11'-5' 6'-4' S'-] 11'-] 900 U'-1' S'-1D' ]'-)' S'-1. V-3' 6'-11' 0'-3' 4'-10' It'-$' F-7 12'-0 no IS'-5' S'-10' )-) 5'-0' )-9)-B 6'-4' 11'-S' 0'-5 5'-6 12'-3 960 IJ'-5' S'-10' )-] 9'-b' B'-]' 6'-11' 8'-J' 4'-11' 11'-5' S'-0 12'-3 IOOA 12'-9' S'-11' r-)' S'-]' r-9" J'-B' Y-4' 11'-Y Y-6' 6'-9 lY-3 I= 12'-r S'-11' )'-]' S'-r 9'-3' T-Y C-2" 5'-0' It'{' S'-9 12'-3 I= I212' 6'-0' r-)' S'-]' Y-Y )'-9" 6'-S'IY-Y 6'-r 5'-9 12'-3 Im 12'-r 6'-0' )'-1' Y-]' B'-3' r-1' C-2" 5'-1' I'-Y 5'-9 II'-3 I= W-)' b'-U' ]'-)' S'-0' rA']-9' 6'-6' 1115' 8-6' S'-10' lY-3 It" ti'-r 6'-0' )-)' S- T-3' T=2' B'-]' S'-]' It'-Y Y-10' 12-] 116A I1'-I' 6'-1'r-]' S'-9' T-Y r-9' 6'-)' 11'-S' 6'-Y 5'-11' 11'-J 11m 11.-1. 6'-1' ]'-Y 5'-9' 9'-]' r-2' S'-Y 5'-4' i '-Y 5-Ir Ir-3 10'-0' 6'-1' T-6' S'-9' r-9'' Y-9, Y-)' 11'-Y 6'-IY 6'-Y 12'-J t20A IY-6' Y-1' r-6' S'-9' 9'-3'rN' B'-r S'-5' 11'-Y V-0' lr'125A 10'-2' Y-T Y-r 5'-10' r-10' >-10" Y-Y11'-Y r-0' 6'-1' 12'-3 I= 10'-r 6'-2' )-) S'-10' 9'-3' Y-4' 6'-3' 6'-9' It'-S' 6'-1'Ir-] I= 9'-10' � 6'-]' r-)' S'-I Y-9' T-9 ' ft'-5' Y-0' b'-f' 12'-] I]OA 9'-IO 6'-J' Y-]' 6'-IO' B'-3' T-4 6'-]' 8'-9 11'-S' 0'-I' 12'-3 9'-Y 6-4' r-r S'-It' Y-10'' J'-IVtY-Y r-2' 6'-] 11'�l )SSA 9'-5' Y-4' Y-l' S'-11' 9'-]' r-5' B'-Y b'-tY lt'-5' 6'-2' 12'-3 -1''')'-]" 6'-0' Y-f0'' Y-10'ti'-5' Y-]' Y-]' 11'-] 140A 9'-1' 6'-4' ]'-]' Y-0' 9'-3' T-6' '-]' 6'-11' il'-5' 6'-]' IT-3 145A 6'-10' 6'-5' i'-0' 6'-0' r-B' r-4' T-B' 41"0* W-S' ]'-4' 6'-3' IY-0 146p Y-ID' 8'-3' T-6' 6'-0' 9'-1. r-0" 6'-2' Y-IP II'-5' 6'-3 12'-3 1S0A Y-Y 6'-6' r-r 6'-P ]'-9' Y-0' Y-9' 1C-5' r-5' 6'-4" 12'-0 150A 6'-b' 8'-S' r-]' 8'-1' B'-1. >'-r S'-3' >'-0' 11'-5' 6'-4' 1]'-] IMA V-3' 6'-6' Y-0' 6'4' T-0' Y-Y Y-9' it-5' )'-B' 6'-0' 13'-0 1560 6'-J' 6'-b" ]'-0' 6'-2' 9'-3' r-9' B'-Y Y-Y 11'-' 6'-0' 1]'-0 160A '-0' 8'->' J'-6' 0'-T r-9' Y-J' ]-9' T-3' I'-5' )'-]' 8'-b' 13'- Im0 '-Y 6'-r )'-6' 6'-2' 9'-]" )'-9'1'-J IUWON MULLIONISPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX, ALLOWABLE SLAT SPAN FOR THATA,S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULU014 ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. PX. 020I7 ➢311II M. EXPERT Nautilus 6NR1 6C tz an.n) alb 17-244 W. b 1NQ) 2. wx SCHEDULEIE FLOORTO OEIUNG(TRAPPEDI MOUNTING MAX SPAN(RI FOR ENDAND INTERIOR MULUONS FORAGIVEN A E. DESIGN PRESSURE RATING (Pa(.): S A 17-0 MAX. MULLION SPACING fO)- OG 4'x"/PMUWON I GI 45870/4•MULLION IGi 4W0 14' THICK CA' FIANGEI MULLION YWD I I Ot50(I LLNOIIIY A2SMC 4 Mf0 A ax #I - owvRAnav 42 MI omdmlea Al t=itl momlwx 4: f l l rwr:.il eii «vwri>au �: fllii7 fW.) (N SCHEOULEIM (LIMITED LOAD. MULLION SPACING S SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX. SPAN IN) FOR END B INTERIOR MULLIONS FORA GIVEN ASD.DESIGN PRESSURE (v.a.l.]AND FOR 17(CASE O S F-0(CASES [a S III IW. MULLION Rencwr. ml F� 1Nc 0•q( vb0M0.F.) 3V � bPNNp (N • MAXIMUM MULLION SPAN (IO G 1kC21N'TNICK MULLION G7 4MULLION WLK lfUUION 63 ANMMULUOK M.UWIXJ mll at / cmt /� (#t 11 I=tt / Mt X (=0 (U)t DIO WhAgfl DA BADWR 911p11pR p10 011DtgR Ir-B' 10.0 IY-0 IY-b' 11'-0' 11'-{' 1Y•-b' 11'-0' NO 13•-0' - 1]'-]' 10•-11' 10'-11' 1Y'-n' - 11'-0' UQ I enp lY-0• u•-e• 9•-ro• lo•-Y la'-n• n'-0• MO I3'-0' 11'-{' 9'-9' ff-It' 12•-b' '-o' 11'-J' B'-P 9'41' 1 '-6' 1 '-0' Np 0'-9• - 1Y'-b' q•-b' fY-b' - 1]'-6 - 11'-0" ewY W9 n'-p' - 13'-b• IY-b' 13•-1' 1]•-b' - 11'-0' mo 4'-0" - 12'-b• 12•- 11'-- IP-a' - n•-0• DDL 6'-0'1 11'-1' IY+r II'_4• IT-Y• - ❑'-D• IY-o• •-o' --o' -0, JSO n'-0' B--0' 9--0- B'-0• 0•-0' 100 9'-0" 9•-0' 9'-0• 9'-0' 9'-0' 9'-0 9'-0- 9'-0' 9'-0 B•-O . 6aO 9'-0' e'-0' 9'-0' 9'-0' 9'-0'65J0 � -0• - 9•-0• 9'-0' 9•-0' - B'-0' CA2D r-0' r-0' 9' B'- -0 9'' 9' -b- Im = w-0 a•-0• Y-O. 9•-V0' 9'-0' 9'-0• 9'-Y T60 a•-0• 9•-0• 9'-0• 9'-U' 0'-0' n0A n'-0' - 9'-0' B'-0' a'-9' • 9•-0• - 9•-0' 900 n•-0' - 9'-a' a'-2' • Y-0' • Y-0' _ ff-0' 100.9 W-9" I P-o- T-Y' -1 Y-T • ffb- - 9'-0' ' NOTE: USE W�IFANWOR CONSISTS OF HILT[, INC 14US-H SCREW OR POWER FASTENERS, WEDGE -BOLT ANCHOR SEE SCHEDULES 1 A 2ON SHEET 10A ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MU WON ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIORI OFPRODUGT '• P.E. E7 ©4'Si85C1/4•MULLION I GI4-4-11/4•MULLION SCHEDULE 3N D.IMMED LOAD, MULLION SPACING S SPAN INSTALLATION) WAL OU DMAX SPAN D FOR END A INTERIOR MULLIONS FOR GIVEN AS.D. DESIGN PRESSURE RATING (u.B.TU.AND FOR 17-0(CASE IIS W(CASE In MAX. MULLION SPACING IM- 169Um �4x IL YI Y�]NIaAI MAXIMUM MULLION SPAN (FIT G 4'A'EI/4'THICK MULLION G1 08.3111'THU IAUU ON G3 rrv4'TNICIc MIRUON cAm aM�9y fPAW �/rnD ('D' Ivl f (it 1 St I' (fit 'vI P (fit (0)t N mt Mt DID 0]i[Bldl EiW OiRRpR O1IDOOR fx0 011[pKM .V�.O 1]'-0� IY-p" 1Y-b" 11'-11' 13'-9• 11'-0• N4 T 00.0 1]'-0' 12'-0' 10'-{• 10'-1' 1Y-b' W-0• 640 I1'-0' 11'-9 p'-10' 10'-]• 13'-W IV-0• ma l3•-o• _ n•-r 9•-Y s•-u• 12'-a• - W-o' 002 Y_0' 1 '-Y 9'-{' • -1 ' t '- f -P 9'-a- w 9 B -B' B'-0' B'-0- -0- B'-0- 9'_0• noa'-0' 000 -0' 91-0' 9-0• V 9•-0• 9'-0• Q.-C. 69D w b' 9'-0' 9--ow 9'-a' 9•-0' n0.0 o-0 B_0' 9_0 9_0 B-0• _ 9-0• 1Q 0' 0 an.0 a•-W - 9'-0• 9'-0• 0'-a' 9-0 - B'-0' lfOa 9'-0' 9'-0' 9'-0' 9'-0' 9'-0' 1WA 9•-a• •_0• 9•-0• '-0• ° °" aDtt9 wz Nautilus LL E� BRo n ERowEEBwo calP•xr Ro77G gSNvtter]yalem EXPERT SHUTTER SERVICES INC. _._a zf. wc+N ntnM1n LAN IUB Sw. 9LTgRE ABRl 17-244 ouw•c a. LILT 11 a'A SCHEDULEtc SCHEDULE2o 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 (D.s.L), & A T•O" MAX. MULLION DESIGN PRESSURE RATING (P.S.F.), & AND 7'-0" MAX. MULLION SPACING SPACING (ft) • (FT) MAXIMUM MULLION SPAN (IT) MAXIMUM MULLION SPAN (n) p®@7 ©4'x8'S1114'MULUON O7 4'38'k1f4"MUWON GZ 47PxI)4•THICKP8'FLANGE)MUUJON p@ i 61MUlf ©4W'.IWMULUON 01 4k8'X114' MULLION G2 4� 11WTHICN IP (N . (Po) Bo MIWKWN /1 J#tI ORIEMAMEM 12 MENfAMN if MEWA110N 02 MEMAWN 01 MEW 02 MWAMN 01 04t dOtMMI J2 I M1`fMmm #I mofr )tlN 02 0 oz END IWERWR ENO WEN0R ENO R11E16CR ENO p7IFAAP. ENO FNO I OPDeOR Fm I 96omit Flo) IWE)Mil m 9'AERM ENO 'WOKR ENO I onEEP,JI IR'-e' 12'-0' 12'-8' 11'-8' I2'-0' 13'-4' 21-4' IY-8 IY-V lr-0• Ir-0• 7'-0• 1]•-6' 121-V 1216- IY_V 12•-a- 1'-e' 1Y-V' IV-V IT-6• 12'-V J04 7'-W 12'-0' 13'-e' lY-6' 1Y-8' 13'ro' 12'-6' 11'-6' tY-6' 13'-8' 12'-0' 12'-8' 'ro• I •-' Y-8' 1Y-e' IY-6' 1Y-C 2'-r 121-V 12'-V 12•-6• IT-r 40D T-T 17-6' IT-V 12'-6• Ir-6• 1Y-6• 12'-8 11'-8• _2- 12'-V 17-V 12'-8' 7•-V '-e• 11-V T-V IT-V 1r-6' IT-e' IT-e' tr-9• 1218• IV_V 4a.0 T-T 12'-' IV-V IT-V IT-V IT-V IY-V 12'-r IY-V IT-V 17-V 12•-r 4aA T-V IV-r IV•V 1'-V IY-V 12'-8' 12'-V 11'-V IT-V IT-V 17-0' WA r-0• Ir-6• 11•-7' IT-V 11•-V IY-V IT-V IT-V IT-V IT-V IT-V IX-C I SM r- • Ir-r 111-r 2'-V IT-V 121-6• IT-r IT-6' IT-V IT-V IT-V 05A r-0• IX-V It•-5• 12'-r W-V 12•-V 12'-T 12'-V 12'-41 Ir-8' IT-V 12•-e I awi V-V Ir- • I I'_r 1T• V IV-5- IT-V IV-3- 12'-r IT-V 12•-0• 17-V au T-V 12'-81 IV-1' IT-V 12'-6' 12'-01 W-1' 17-V IT-V Ix-r IT-V IT-C T-V 2'-V W-It' IT-6• IT-6• IV_V 11•-Ir lT_r IT-V Ir_V 12•-B' 68A T-0' IT-V to'-0' 17-1' IT-V 12'-6' 1'- 12'-6' 11'-V 12'-4' IT-8• IY-V T-0' I2--6• to.-V T-1• lV-V 2:-0 If'-?- 12•-6' IT-8' IT-V IT-V 70A r_V IT-6' IV-V It'-V 12-T IV-6' 11'-0' IT-V 1T-r 12•-V IT-8' 3'-6' r-V 12'-V 10'-5• II•-r IT-e• 1T-6' 1f'-Y 12•-V T-6' IT-V 12--0' Teo r-V Ir-1• 10•-2• 10'-11' 13'-V 12'-5' 11•-0' VI-11' 12'-r 12'-V IT-V IT-e m T-V Ir-1' 10'-1' 10'-If' 1 •-V IT-V Itro' 1FIt• IV_V IT-V 12'-6• 8A0 rro• 11'-V 91-11• 10•-V 12'-4• 12'-6- 10'-t0• 11•-5' lV-V IY-V il'-11' IT-V )'-a' it'-r V-11' ID•-e• 12•-4' I 1T-8• 10•-10' 1T-V IT-6• 11'-11' fr-w au r-V 11'-0' 9•-,. IV-T 12•-1' 12•-e• 1V-r W-W IT-V T-V W-1- IT-C IfIA r-0' 111 9•-9' 10•-2' 1'-1• 12•-V 10'-7• 11•-0- 12'-V If--" IT-V OOD Y-0' IA-7' 0•-r B•-lo' ll'-low IT-5' IV-5' IO•-V IT-V IV-2' IV -IV IY-V' r-V IC-r V-r V-1V 1'-1V 12'-V Iw_V 1V-e• 121-6• IV_IV IT-V 9'-5' B'-1. 11•-7• I1'-IV 1V-T 10•-C IT-V 11'-9• IV-V 13'-6' r_V W-2. 9•-r p'-8' 11'-0' 11'-It' f0'-0' f0'-P 12'-e' IV-5' $'-6' 100.0 T-V 9•-1V V-0' 9•-T 11--5• II.-V 10•-V 0'-1• 1Y-V I '- • IV-r fT-V T-V 9•- 0' '-r 9'-Y 11'-V It•-V V-V 10'-l' IT-r W-1- fT-V 100A r-0' V-V 9•-1• 9'-1' 1,•-J• II'-T 91-10' V-1w 1T-$- 11'-1• 9'-0• 12•-4' •-0' 9•-r T-1• 91-. Il•-J' 1•-T 9--t0• V-V ,2•-C 01-01 Ir-r flu 71-0' V-J• 9'-11' 8'-1G• IY-I' I0'-IV 9•-a. V-7' IV-V IC-9• 9• 5- 12' r )'-a' 9•-,. 4•-11• 8'-1L• Il•-I. 10•-tw 9'-9' 9'-r Ir-V V-Y 12'-6' flu T-V Vro• 0•-10• 6•-Y IV-11• 1 -Y 9'-)' V-V 1T-r I -5• V-1• 12'-8" V-0• 9•ro• 8•-1V 8•-)'1' 10'-7• 9'-)' 91-V 1V-V V-V IY-6' 120A Y-T 8•-9' e'-8• W_r 10'-9• 10'-3' 9'-S 9'-J' 12•-V 10'-1' p'-10' I3'-b' I= r_V 9'-9' 8'-9' B'-V ID.-V IV-S V-Y e'-J' 12'-6' V-10' IY-0' vin r-V V-e' 8'-)' V-2• IC'-r IV• V 9•-4' 9'-1• Ir-V 9•-11• V-)' 1T'-V T-V 81-V 8'-7- e•-T 10•-7• IV-V 9'-4- 9'-1' IY-6• 0'-Y IV-e' 10oA T-0' B'-4' 8'-5' 8'-0' 10'-8' 9'-8' e'-3' 8'-11' tt'-6' 9'-' 8'-6' IY-b' Y-0' V-4• V-0' 6'_V ID'-V V-9• 9'-0' B'-II• 1]'-6' B'-5' tY-6' V-T V-4' r-V IV-C 9'-7- V-r 8•-9' IT-4• B'-8' e'-3' t1'-b 7._V 8'-T a'-4• -9• 10•+C 0'-7' 91-I' V-9' 12' 4'-3' IT-6 ' 140A T-0' R.-Y V-T T-r 10'-r B'-P s'ro' V-T IV-0' 9'M' e'-a• 1Y-e• T-O• e•-0• - T-r lo•a• V-C 91-0• e•a• t1'-r e'-0• IY-e• 146D )'-0' T-l0' 9•-2• r_V 9•-9• 9'-2• V-10• 0•-V IT-V 9'-3' r-10' 13'-6' l'ro0 V-10' 8•-2• r-5• 10'-1' V-2' 8•-10• 9'-8' IY-6' r-10• IS'-8' IODA T-V T-8' 8'-I' T-4' 9'-5' 9'-0' B'-9' e'M' lr-6• r-It• r-0' 13'-0' r-0' T-V 8•-1• _r to.-V V-V 0'-9' 8•-4' IT-V r-e' 1Y-6' 186A )'-0' )'-6' 8'-0' T-2' 0'-3' B'-IO' 9'-B' B'-]' IT-V e'-9• T-8' 12'-6' INA r-o' r-w 4'-V T-' B'-10' 4'-tp" 8'-8' 4'-]' 1]'-5' T-e' 1Y-0' INA Y-0' r-4- 7•-11• B'-1V e'-8' B'-0' 8'-1' - 8'-8' T-5' •-0' T- • )'-P r-11' T p'-9' e'-8' 8'-Y 9'-r Ir-R' 7'-0' • 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. I —Tt.0 MULLION INTERIOR MULLION ,...... U;q...fR7[/9.'•.- +( ,`.�' FLORNA BUZMG CODE (Nan ER b Vtloaty B9Il . Zaew) • 'S• •( 'F�'— Q'1t : r 02017 a=M, Nautilus 1ET MULLION SPACING:"S" �( •' 'L ECOINe. RoRmgmof2arsy48am le/$.�1, 95 7,wr 1Es1,No s w9w�EI9w6 wN9un Z R1•, 11 •m i1w a a 6m, wca n sn61 EXPERT SHUTTER SERVICES INC. 162a 5... 6E1Np9E FREE) ��` 17-244 TONAL 6�Vi21I' 0.0006711 wRe f a17.n- ¢ , ac lnll n, m mNa9 N xulm A t¢trt x. pl . P.E. SE4JS11 E/041E 1tlM9W N I u,61 sx¢7 as an