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HomeMy WebLinkAboutSET UP-INSTALLATION1, BERMA H.V. ACCORDON SHUTTER SYSTEM SHOWN ON TADS PRODUCE EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COUPUMCE IN ILCOflpANCE WRH ME 2017 (6M ECH10N) OF ME FLORIDA BUNTING COME, THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT RICH 4ELOCDY HURRICANE ZONES. DESIGN KIND LOADS SHALL BE DETERMINED AS PER SECBM 1620 OF ME ABOVE MENTIONED CODE, FDA A BALL WINO SPEED REOUtRED BY ME MISDIC110N INHERE SNUnE11 ME, BE INSiALiEp WAN A CIRECH04ALNY FACTOR KEs0.85, USING RACE 7-10 AND SMALL NOT EXCEED THE EMENUM (ASD.) DESIGN PRESSURE RATINGS 111caED ON SHEETS 11 NW 15, 19 & 20. IN ORDER TO VERIFY ME ABOVE MOTION. ULTIMATE DESIGN WIND LEADS DEIEAMNED PER ASCE 7-10 SMALL. BE FEW REDUCED TO ASD. DESIGN "No LOADS BY MULTIPLYING THEM BY TO IN ORDER TO COMPIAE MESE W/ LAX. (A5.0) DEC" PRESSURE RATINGS INDICATED ON SHEETS 11 THAI 15, 19 All, 20: M ONAM TO VENIVY WAY COMPONENTS AND ANCHORS ON THIS RED.. AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABI£ STRESS FOR WAND LOADS WAS = USED IN THEIR ANALYSIS- HOWEYER, A YANG DURATION FACTOR CD-I.60 WAS USED FOR VERInCATION Or FASTENERS IN WGG BERTHA M.V. ACCORDION $NUTTER SYSTEMS ADEQUACY FOR CAN) AND URGE HOSTILE IMPACT LOAD I BEEN VERIFlED IN ACCORDANCE OATH SECTION 1509.1.2 OF ME ABOVE MENTIONED CODE AS PER AR REPORM; -HV DIME ED #0214,01-03. (0715.01-03, /tOCROI 5, 11214.01-05. /0317,02-M. 00609.01-10 AND 10210.01-11 AS PER IAS-201, 74-202 AND TAS-203 PROTOCOLS AND ASIM E-IBB6 AND E-1996 STANDARDS (MISSILE LEVEL 0, MAID ZONES 1. 2 & 3) & (1220.01-10 AS PER TAD 11, 203 & 20.E PROTOCOLS LARGE ANSS!LE. -A CHI PUQE 8 /0505.01-011 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL, 0, WIND ZONES 1, 2, 3) MASK PROTECTION ONLY AND j 0725.01-88 AS PER TAS 202 PROTOCOL 2. MA ELAOEdi AND MI WINDOW BUDS ® ARE ENGINEERED M NORK IN UNISON WAN EACH OMEN UNDER ME GENERAL UNOATIONS AND CONIXFlONS OF USE INOCAIEO ON SMEET 19 S. MILT N.V. ACCORDION PINS MY SCREWS). MEfl AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO MAGMAS S BE /14a75' AND 014.1.75' RESPELTNELY, 410-M MINI STAINLESS STEEL SCREWS "MM IMG AM YIELD STRENGM AND ISO AN TENSILE SIRENGM PPLANESNALL BE COALED MMANBENI EN DACN,MW COINING SYSTEM AS MANUFACTURED BY $GOES HMN MUM SEED COATING MPUGTORS. REGSTERED ARM MERICAN SNIRTFR SYSTEMS AS,CUDON. MnMUSE DEAN ME MY MARMNO ON MDR HEAP. 4. ALL. ALUNMVM EXTRUSION$ SHALL BE ALUMINUM I550CMION ALLOY NAG TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TB ALLOY 19 30D 4tl AMID M, A4 MR 6005-75 ALLOY. 5. ALL SCREWS TO BE STAIMESS STEEL M4 OR 316 AT SERIES OR CORROSION RESISTANT COATED MOON STEEL AR PER 09, SM, WITH 80 AN MIN. YIELD SWMGM AND 90 kA; MIN, TENSNE 51RENDIH. ME S11NL COMPLY W/ FLORIDA 13ALDNG MOE SECTION 2411,3.3.4. 0. BdTS TO BE ASM A-307 CAWMNQFM STEEL, OR AT 304 OR 316 SERIES STA K-ESS STEEL WITH 35 ANI MINTNUM WEIR STRENGTH. 7. SEE ME FOLLOWING SHEETS ME ANCHOR SMIFOATION4 MY MADE B : 12.13,14.15 AND 20 MY BLADE (I A Ip NDRKING IN UNISON: 12, 13 & 15 & WAS BED y .VV- ACCORDON SMUI7ER SYSTEM BETTIES. A U.S PATENT je'779o.,502. COMPONENM OF MIS APPRCMA ARE COVENEO, IN WHOLE Oq IN PART BY U.S. PATEN /5'458.179 ASTA i0 EASTERN 9, B SHALL. BF THE RESPONSIBILITY OF ME CONIRACMR TO VERIFY THE SOUNDNESS OF ME 51AUCIURE MERE SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR 70 SEAI/CANLIL ALL SNUTTFN COMPONENT EDGES WHICH REMAIN, THREE F/SIENING IN CONTINUOUS CONTACT WTTH THE E1REAGMC M PREVENT WN,/RAIN MRNI To EACH UNIT MUST BEAR PERMANENT LIBEL IN A VISBLE PUCE ARM WARNING NOTE: DURING ROOTS OF HURRICME WARNINGS HONE OWNER, IENANI, OR OTHERS, MUST PROPERLY CLOSE ALL, Iry AND NO CENTERMATES AND ENGAGE OR LOCK ALL MV AND ND LOCKS. It- SHUTTER MMUFACMRVIA LIBEL SMALL BE LOCATED ON A READILY NSIBLE LOCATION AT ACCORDION TALMO IN ACCMiOANCE AM, SECTION 17C9.93 OF FLORIDA BUILDING CODE ONE LIBEL SMALL BE PLACED FOR EVENT OPENING. LABELING TO COMPLY EAM SECTION 1709.91 OF ME FLOWDA BUHDWC COOT 12. BENXA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION EHµI, COMPLY WITH SPECS MOKATEO IN THIS DRAMS PLUS ANY BURDING AND ZONING REGULATIONS PRGVIDEO BY ME JUPoSOtCICN M AERE PERMIT IS APPLRO To. 13. (0) THIS PI PREPARED BY THIS [MANAGER AS SENDING A71D ODES Not PROVIDE NFORMATION FOR A SHE SPELInC PRWECT; i.e. WHERE ME SRC CONDAMNE DEVATE FROM ME P.E.O. (D) CTNMAGTOR TO BE RESPONSBLE MET ME EELEMGN, PURCHASE AND INSTAULMON INCLUDING LIFE SAEEn a THR PRODUCT, SHEET Be: THIS P.E.O., PAONDED HE/NE GOES NOT DONATE FROM ME CONDITIONS DETAILED ON THIS GOCLAICM. CONSTRUCTION SAFETY AT SHE IS ME CONTRACTOR'S AESPoNSWHIY. _ 1 (C) INS P.E.O. TILL BE CONSIDERED INVALID IF &,RED BY ANY MEANS (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT M9CH TILL BECOME ME EN SNEER OF RECORD (DOA.) FOR THE PROJECT ARE, WHO AM, EE RESPONSIBLE FINE ME PROPER USE OF ME PI ENGINEER OF RECORD. ACING AS A DEIEGITED ENGINEER TO ME PF . ENGINEER SHALL SAUSI TO TADS LATTER ME SHE SPECIM DRAWINGS FOR T REVIEW. (4) ORIGIIYL P.E.O. SHALL BEAR ME DATE AND ORIGINAL SEAL AND SIGMURE OF ME SCANNED BY St. Lucie County P.E. ENGINEER OF RECORD THAT PREPARED B. 62017 T4RC0, INC. V-1.VC'- .. 1A K I / IL ECOIIIa. TILLIT TESTING & ENGINEERING COMPANY "Lh\\ \\ 0}5 5.. XI,, 5I. $14 ". NFGNIA GFHMS MORiP AUPnam : (JOS)B7T-1530 ME : (3T5)SIt-191 S/DNA4ENg,10 D- DD6S,$ iPQldSifiNQ'lll for /nES w.TAAMUCRU A NHv 4,P.E. RTRDA Li, j w6) TABLE OF CONTENTS GMERAI NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL AMWAY BLNE & "MOON BEENL AREA 2; HV B A (11 AND Hy t. NOOW R Anc (1 (WHERE APP i eR F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BL)CK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/8LOCK SHEET 7 CENCAINATE CErA6.5 MY SHEET CENHiMATE ALTERNATING DEEMS EN SHEET 9 NO CONNECTION DETAILS 1-6. OONCRETE/BLOCK SHEET 10 MAKDAUM SPAN TABLES SHEET 11 ANCHOR SCHEDU(E- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-M. WOOD SHEET 16 INSTALLATION CETAILS S-X, WGW SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD AREA 3: HV WINDOW BLADE FAl SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW At en (1) ONLY SHEET 19 NSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shuffer Systems AssOclaROpA Inc. 4268 Westrooas Drfva West PGI1n Beach, FL 33407 Accordion Shutter System HARE #n W/ OR WHO N.V. WtNWN 3AX PJING N0 7-107 -4 O7 HV SOLID RI ADE COVERED UNDER US PATENT It 5458T7S OP USE OF BLADE' WON SHEET 19 xtir a sA 1 Op. 670 I L66fl' I 35R9' '11 HV I IN H eoFa C&LI ED FOR USE W/ HV GLAD ONLY. SEE SECTIONS FOR VALIDINN'"' 6063-76 ALLOY AND TEMPER %MN TMNI 1' ,asz- 1jj 1 SIDE ANGLE QUALIFIED FOR -USE W/ HY 0 gg e.A a• 3 ryo. 3�HV UNIVERCA F OAT R QUALIFIED FOR USE W/ NV SLADE0ir 6005-75 ALLOY AND TEUPCR HHEADER /SILL QUALIFIE606R6SL0/DNEP[� 0N1 3TALANTR1 ALUMINUM ANGLES QUALIFIED M USE 5Y/ HV O6 (.LY AE ON. 6063-TALLOY AND TEMPER �Q ALIFlED FQC P UQU SE W MV BLADE L I3 6093-TS ALLOY A TEMPCR_ 80HV WALK -OVER TRACK QUAUFlED FOR U(S��]E VI/ HV B ADE I 6063-T6 ALLOY 1 0 TEMPER CGSIPoNEN] A D TI I2 MAIN.j 1/8- 5- MAY] PAW- � 0.192- 19 2.5' )' MA%, 0.190- } OJ90' 0."A 0.131' �HY 90'/180• STARTEu QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER Ass' s La00• 6A] + a 1 1] ' s]o - Q9 HV TRENCH TRACK QUALIFIED FOR USE YI/ HV BIADEQ ONLY. HV RAINGUARD QUALIFIED FOR UU(f$$f))E W/ HV 6063-T6 BLO�EMI TEMPER, 111'pV �..•r.-. rAS(/T': • / /�Y :) TA$Df 4,t-' :c^f,••. .�RIDP .''ak 1L0 S/Q.1-Je.'.. t,Id P c�'RL'a-/ Ah!!An.'dlAir TnnTr aton Tureco. Na, �p ,N AnSmS.A. Shutter Systemsry-i AeeccictlOnr Inc- 4268 Westraods grive West Polm BeOch, FL 334g7 07017 &ASTERN METAL SDPPLY, INC. BERTHA V1 Accordion Shutter System HV. a" yT W/ OR W/0 HV. VA]OW/ RAGE TILLIT TESTING a ENGINEERING COMPANYerleon 6]ssx,w. ]eu. it n. ID0. NR6MU Wppg, ¢glyr ylg pox• (-o9m1-Is)o . r,. ; I3osI6n-+ss+ -m'iu+= s g.•«* reurzRA Tnar:.. vc noRM t . / 4416) x O[SCA�rC6x DAT[ 04twx gr; L.0 x A DRAWING No 17-107 _..__ A I\ � y I j) PUN ry mo:rr ELEv+TIUN LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADE IOONLY 6063-T6 ALLOY AND TEMPER HD fENTERMATE W/ N OUALIFIED FOR USE V)/ IIV BLADE 1 @ A $063-76 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ N0 BLADEC 6061-% ALLOY AND TEMPER QUH" MAALIFIED FOR FOR USE W/ HV BLADE f ONLY 6061-Tb ALLOY AND TEMPER 606J-76 �� HV 3/8"0-16� J.I bI 6 62TN � H Q� BI QUALIFIED FOR USE 4V/ NV BLADE I & iA 6061-T6 ALLOY NO TEMPER 21/2- ,/4•. '3h HV 1/4" 0— 0 AI I 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE Vl/ NV BADE 10 e201> mrzm, IxC 1� IL ECOINc. TF ; TILLIT TESTING 6 ENGINEERING COMFANY . C wss xa. aeu. sL. si. aos, xscros Y+waOa naRp ar Ponne eaa ,� 'TP : e)en-1}Jo . P0.: (JOS)kal-I vt - * 1:nr.9oaa.am I" 9H-fQt6):9 ,1 fLLLRR PE. tic n090x Lt uI AA 169 0 R L Qa o ^a V r I Do — rac em � P Mr➢ L55 Nnl ubB tA (.A Ctt (d90Yr �Ma) NV EGRESS LOCK OUAUFIED��[[OR USE W/ NV BIADEv @ (9 ONLY. -y9 e• ,61e- �LJba BEFORE RNETING 1 /4"0-20 RIVNUT- (2021-TJ ALLOY) URGE fuxtE tHw Jx9, As Na1xrAGNRD) m Awa :Mr. I2w A1SEY a)OSr p:t La141 RNATIVE LOCK FO USE VI/ NV X ONLY. 111UMBNRN LY OR RE' C LF YyNOFA 0.6)1• Yn, I ,12a' b9v MIINB'iyPN EIlW`J9i OR aEY 1 S) M:n LYLAtO6A ® HD LOCK NT REGENT WM ME MORRSE LOCKS SERIES 2JJ1 NOON EOLT LOCK: QUALIFIED FOR USE W/ W SLACEO6) OA A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroOEs Drive Vest Palm Beach, FL 33407 INC. Accordion Shutter System a" #1 W/ OR W/0 RV. WNDOW BADE N. 107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV Qj HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE AlSI 302-303 SERIES 0.870"z3/16" THICK NYLON WHEEL. 0.188% AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ 88 HEAD ® HV 2 3/4- ACCORDION PIN W/ IS HEAD 'K ® POLYCARSONATE IMPACT RESISTANT HV WINDOVI e O65 (I) HV PIN ©SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 OR HV © BLADE. SHUTTER ASSEMBLY TICAL .s (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV TO 10.e2", BLADE WHEN CORRESPONDING TO INSTALLATION "Il % SHEET 7. ae8'-- 0 (3) HV PIN © OR ® W/ 1/2" O.D. I/16" THICK B.S. WASHER m. O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'BA SHEET W144 e a - D 02017 TUEW, xY. IL ECOI,.e. TILLIT TESTING k ENGINEERING COMPANY Wss x..l. A. fi.. V.. 101. Y.gGga CN9LA]DICx(L b Plwne : ts2s)eVl-usc . Dw : {sos)en-ISJI v-Toe asveovx<oT [e-mama nuRP a 1 rIII4 4ec naxa4 Uc 1 1E2 EXTERIOR POLYCARBONATE SOURCES FOR '�-u aaAr nD10L DDmpp6 6rA`OV0 b mwc[ m.r� m easr4v vcae awrr xaxxd* . Atix xba my m! ' my a✓ iENAE Rb 11R[Irt1u /FSIu wb e..w Fu A%4 p.t .ap�ga enPCln U Xf.p Del t wawa xmxus Asn ons IMI &a :.smo wa 1 3s.css w+ xa:oeo um .ax wb �e n-m/" 12 n sua¢ Iwsw o:w au s w : lm ax or mne.xD Aav onv o-1 Hass a -I nw mr amw Asa xlm law ♦ en �m Asn wa ¢ma srnw..TM w vul.s r vn e:e vsm ou ee.o Fu T9lC SIRSe PaoG 1W1.5L'L ISIY eb M61 NI edN DLL AnS.S.A. American Shunter Systems Ansocia}IOn, Inc. 4268 Westroads DriL 33ve WCst Palm Beach. F407 1V2917 EASTERN VEIAL SUPPLY, INC. B T A TM Accordion Shutter System KY. MADE RI W/ OR W/O KV. WIDEN BADE n. u o[scvvnox onn ownx en Lc. II OLO 15-088 /271 aff: O)/27 V 11 DRAWING No 4I1 17-107 e•lu" oiQjoio= Q, ©, o. o, Q• Ir�L���Jr�Slr�rrlY'rr'1'ar1l�rYMINK Lim m' i 10•�jjm�, �x+I�7•Lm d•Qe'D.i m�•Q✓m�' TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. i OF CORNER CENTERIMTE * NOTf5"6N HV LOOKS -AND GENT RMAT S• 1. MANDATORY CONDITION /1: ONE NV LOCK f3 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR i2' ABOVE OR 6E�2LGW ](2 OF SHUTTER SPAY FOR SPANS UP TO 105-. AND FOR INSTAL I�DONS T ANY ELEVA1lON, NV LOCK ,j or .�9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED M 6 OR I^ENT£pMAlES W/(2) 1/4.0-20 A 1/2- URIC MT HEAD S.S M.S. LOCATION Or LOCK SHALL BE AS INOICAJEb-pN YPtMu <uNRCV nLMennu UP TO TWO NY CENTERMAIES TYPICAL SHUTTER ELEVATION. :SIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS Q O RI AN ALTERNATIVE DE�VICCEEY USED AT STACKING POSITION (NON HURRICANE POSITION). ATTACHED TO 23 CORNER CENIERMATE W/(2) 1/� 0-20 i 1/2' LONG MT HEAD S.S. M.S. TWO •LOCKING1r. RODS MAAINUN SHHUUTTEER �y AT TOP A TTSHALL BE USED. LOCATION OF LOCK SHALL SPAN SHALL BE DETERMINED AS PER SCHEDULL AS INDICATED ON TIFTI SHUTTER ELEVATION. ES SE ON REM 1,. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS ANYNSIDT7t R OUTSIDE— ATTACHMENT OF 1/4'0-20x3/4' ITS. THUMBSCREW TO � OR QIi CEMERMATES SHALL BE MADE W/ 1/Ib-20a3/4- ALUM. LOCKSRWNUT AS SHOWN ON SECTION NVE, SHEEP a ONE LOCK SHALL BE USED AT 1/2 Of SHUTTER SPAN OR N10 LOCKS AT 1/} OF SHUTTER SPAN. 6. ONE HV LOOK 0 or 0 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Or- AND MR INSTAMRONS AT ANY ELEVATION. HV LOCK 0 or n or@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO ®: or 0 SYMMETPoCAL CENIEKMAIES W/ (2) 1/4'-20 a 1/2' LONG MT HEAD IS. U.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 40 "'NOTES ON HV "T" LOCKS AND CENTERMATES, �.• ONE ALTERNATE NV 'I LOCK DO AT BE INSTALLED IN UEU OF NV UR c 5 R FOR ANY SPAN AND INSTALLATID AT ANY ELEVATION. ALTERNATE LOCK DODO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF lIXN INCLUDES USING REINFORCING LOCKErp, , AS SNRN ON SECTION HVG, SHEET 9, WHICH MST BE CONNECTED TO CENTERMATES 0 AND I& W/ 1/4.0-20 • 1 1/2' LONG S.S. THREADED DOLT W/ 2/6'0 A 3/32- WINCNUT OR W/ 1/4'0-200' S.S.M.S. INTO A 1/4bx 9/6- BMW. LOCK MY BE INSTP11Ep AT MOSPAN OR 12- MAOMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS B$ TOP AND BOTOM IS MANDATORY. *NOTES gE N HD LOCKS z CFNTFRMATS. 1 1 IaL1ly Wl RO RMFpM i� p } Ar+l ONE ALTERNATE HD LOCK Cy M/ W�YG6'1E USED W MEU Or LOOK'My OR 1f FOR MY SPAN AND WSTALLAIIOM AT ANY ELEVATION ALTERNATE HD LOCK CS MAY BE USED AS AN INSIDE OR CUTSIOt LOCIL ATIACHME R OF NO LOCH S4 TO La IS W/ 3 /B a 3/8' PAL S.S.M.iD INC • AMID RDNFORCEMeTR INSERT AS SHOYM ON SECTIONS HOB- 4ND HDC-HK. SHEET NX LOOK MAY BE INSTALLED AT MIOSPAN OR 12' MAXIMUM BELOW OR ABA MIMPAN. USE OF LOCKING RODS <Y'Is COMPLETELY OPTuTEM. `I1 fir: • CEN •'' ✓ 02017 MUM. M. 0201T EASTERN METAL SUPPLY. WC. s� •.. 9 �LTT O A■S■S■Ii■ TIER H H TM Accordion Shutter System •: sr;TIT yt., �;� i TILLIT American Shutter stems � KV. BLADE #1 W/ OR W/0 RV. WHOM BLADE i ttscemnax OAK LC �F p •% R TESTING 8 ENGINEERING COMPANY ww N.. ,4„ a. o. ]m..,...... As aoclallon• Inc. n oLo I5-G65 TI2T 1 001- 0 wTe w/2ryn ,AC wDm:. naRa W., IT. i {]OS)B21-ISA rp• ; T]65M,I-1IU1 4268 Westroads Drive •, s G\�1Ld - s OVAL E I I r n. DRAWING ND , a-"me ui weo.r� West Palm Beach, FL 334 41 •I r O C CCAI'IC1rpV'il•IDC /r,... NMI@ A NM2T a. P.E ROXOA Uc 1 -167 17-107 ,,,,__ POURED POURED CONCRETE REQUIRED CONCRETE REWtRFA . NCR- CONCRETE RNGNGRS i i_ (SEE ON S�EE;T, 13) oN 12 i I E. 0' F nSOrwesq I I 1 OR'!�� -CONCRETE ANCHORS POUND, CWCR (SEE SCHEWU ON OR "ROASTS 54EET uJ REWIRED ®gYSt6VC V2B lSEC NNN'R.lfr®ON 4iRTn i r. i' f0 Ein. LUNGiAUNG /4'-zO ffr N 14'-DUI$ 0 1x- o.a 1/2' 3 oR D r- t .x5O' Mw. . E. a.. T. _..— .. � CYOi• HEADERCA HY WALL INS U HV WALL HEADER INSTALLATION + KEYSTONE SUNG au ma (>RI I OR +g* , • MIN. SEPARpnoN To GusS 7 1� R10[1. (SEE SNPO LE ON stem IIJ BI:6Qd LM EXatAs CV55- 1/4'P-2Oa/4' S CONCRETE ANCHORS MA RNE SCREWS (SEE SCNEvua ON W/ 1/C-20 SKEET 13) NUT$ a 12' O.C. Mw. SEPP PON TO OIASS '(SEE SCHEDULE ON SNEEF I,) �C HV WALL HEADER INSTALLATION / — MR1, SEP•RATION TO O1A55 —(SEE 5<HEOVLE ON SMER 1 Q fOPi10ttLL � i j f o=nonu f E. D.•, -- i+ LEO+LECJ n iJ•'eWP_ TRUSS S.S. I UuPi E9 EO PMS TRUSSHEAD USING 1/ee-zoa --(J(— `CONCRETE ANCHORS i 171B MACHINE SCR£X5 MSWG ,�v:I CONCRETE AVCN6i4 :ONCREFE J ISLE SCHEDutE ON SHEET 137 ' 4:R. 1/4'_20 NUTS O I2' O.G. pD,VpCD CONCRETE, ` E�SC"� ULE ON TRUSS 1 4,� / / 20 1ETE DLOCP,� __ OR CONCRETE BLOCK 1nRm CD, HV WALL SILL INSTALLATION (SEE 4ANscl xmuL�E ONs REQUIRED i RED CUUMETE ENEET 14) F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK w•LL REWIRED Q HV WALL SILL INSTALLATION f�6NA01tj•.1L TYNC r naNT INSTALLATION DETAILS W/ NEST a FOR 1TP1(31 SNVrtER • E, O.. EDGE OISt4iCE SEE E t pT.aNS OF USE MR FLOG SECTIONS CFN BE COMBINED (SEE SPE4nWiN)NB ON SXEEf 13I SEE I CN SMEEt t9 (/��� ,Y TO SUN AN, I`MM TQ11. „p, t1/ HV BLADE WE RORIDA BUILDING CODE(Hon H(9h Velocity Hurricane Zone' p4TE �:''�CENSF . J9 02017 XTUCO. 'ac, �+ �+ p 02a7 EASTERN METAL SUPPLY. We. 4 ? A S S A R A M € IL EC O I■(. Accordion Shutter System ■ ■ ■ ■ N:V. GLADE #1 W/ OR W/O KV. WNGgY anX American ShuHer stems Fv�P mwmwN QZ $ TIWT TESTING A ENGINEERING COMPANY S% 0•rt wuxM Rr: Fc, ,o'•..,LORIDA; '�.<s, .1L E]EE N 7ea. u., su. :m. MwNP wawa. naRN• u14 Association. Inc. I OLD 16-085 7/x711 C'm m/z7 FT �� n— &�-iR-- vnae : {3as)en-15m . Fo. ; (soy7871-Iu1 4268 Westmads Drfv¢ 2 .SJ�NgL �0" mmM-00067N; West Palm Beach, FL 33407 s DRAWING No rrNr✓' • RUTER A 7RLR Je. P.F. • 17-107 PF'CFAI /SfCNdTI@r/nnTe FORMED, Ue. 144167 y POURED CONCRETE ANCHORS CONCRETE ME SC,fEWL ON BRIDE, 13) r mcU¢(9T 1 OR • , - RECVMEO y E%IBnNG 1 � , aao cIA53-"I `rs[E mSan� \\'LLllj-�r—E. D.r 'PP N p[ emOe� ro`Rwac'°� vxLr III ' � � m sm�g6• `n) � S � - NKMR 11 Ew3KNG f ` LxAMn �1 � , I t FOR t OR t fID.3/i' NEN rr12* cVSi c 3/e v lOK SCREWS C RS O.C. r ]A vIv CONCRETE vvE os 8 EDGE W i r G • 7� (BEE SC!{EOVIE ON 3NEEf IS) I EO 0 Ir Ex SR"G MP`IC49LE I ,� LVS$--1 EDGE Or—J i SERE OF m io0 p¢ IMMOr-NF O.�' of •1'� 3EUR6 uPIIUDLCPOU:RED �CO• _ JI RAFm 1'O Ary•CONCUREIE R@RFD D• CONCRETEUARED (SEC SCn£WtEFLAT READ CONET SMEEtE�1�) ' DAe60tep REWIRED . 0.• �� E. 0.'---•� Mi BENDSCRE CONCRETE ANCHORS (BEE SCHEDULE oN sxett Iq 11 TRENCH INSTALLATION [� BY .WALK -OVER INSTALLATION ALID ONLY FOR UP TO 170• -]S PSr asD. CC HV CEILING INSTALLATION % HV FLOOR INSTALLATION tSDESIGN CHEDULE SSU13, RNEETTII G & FOR SPANS PER CONRIDE p -..._O (SEE S 4 HAEM"Cc S OUS% I "wro sass ExI511NG �,lai .Il • SHIM ISEOIftE 0.`1 I/ab mY NpEoN ly/ wB IN EMEnNG- COSUNG AT/AnY10 TMFFH.iVN O1 GVuSSEAS OR / b rona D J �� 'etro I II OG MMRR INTOC !AND NAx. } 1/4• m 6a0 uaERidV �AWty E f Mex n 1 SEMANT Ae MM FASIDQR Taro poxsoar i1 t"KNNOTT , ON ux rp[ SCREWS t � CWMu. n. Wuxi E-'` f1aWA• HERO ,} I SJa" • a 10' O.0 'V r"K /CR0 SEWS ' O.C. OR 1H'NUT /0* M.S. (SEE SCH ANCHORS b ✓ _ 6 ,O 3/ PI- 0. s.Ri. I i i r 7I I/a- 'I yre- /r ss ry W( NUT O 9" D.C. (SEE SCHEDLE ON I/J / 0 9' 0. C il- �VSaE ap-30 NUT, FRET 19) n p/ �. 0 I]• (M. Tf_ 1 EDCE or /l 17 aR 18 In•L1 1. j - i7 i8 zoo Mw, xxlsmm rmN TOR FUU,, {{ NULL TRIM fmwwM -� 7 •IU.I T/D'J_i T(9' I APPLICA9tE l u.]/. F.N. SES. t Mw. SM 11 -CONCRETE ANCHOAS \\\ REWRm 1 y ,O. SEC NOTE IPO n `D9 OC. r.. POA[DCWKRERE POURED CONCR (SEE SCHEDULE ON ON SUM BOX I SEE NO1E 13(n) 0. OR CONCRETE K SNCR ia) POURED RETE BLOCK GY SHEET I REWwEp OR URED E BLOCK FTIOIut� POURED RECURW ® CONCRETE © Y(F W AOS.o GE3MlDPORENaTuFVO, ttR IATION REQUIRED Q ff WALL WALK —OVER INSTALLATION WY,IAKI WARTER mAN U RD L 0 t NQs t wrs IMSTAUAnav SN41. BE ' E. 0. EDGE OSUNCE REMOBASLE YlHEN PERFORMED I- SEE SHEET A FOR TYPCAL SIRAT R (SEE SPECInCATON/ ON SHEET 13) OR AD�147` AN OPERMSE EPT • 61EEME >I�/TjA� NSHoOFUSOE FOR 2-MOASSIDAILY INSTALLATION DETAILS W/ d) HV BLADE 3- MOUI.RMQ BECKONS N BE INSTALLATION. O IN ANr WAY ro wrc ANr INsrAUATIox. IAj1 Q A. 7iFLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 33I i "�ICE1•�SF •,-•%= O20I9 ntrct0, LNG 02017 EASTERN METAL SUPPLY. INC. *; ASSA RT M p Accordion Shutter System 'a H.V. MADE #1 w/ OR w/0 KV. W1NDOw ttADE ` �p q• �N"4� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems r-IN Dn«NNPR wrc -. q•••• ; 4Px A33sN.w 3:U. x. n....x,, „Rcu c..wa, none„ w Assoclaflon, Inc- i oLD Ts-G8s T 7/1 arc: w(zz/+e PnMe I (Sos)e>I.1s3D Fm : (x51871-1331 4268 efeelr _Drive : 'S�ONAL Ety6,rl,I' w: Wrr_woa West Palm Beoch• FL 33— 3 DRAWING No R ILUTIR 17-107 ..runn,r• Fn10RCA W. It su6)e r WC <rm (acAlAn rnr An.,r # __- EPM GLE. IAILS ON SXEETS 10 & f18 s.E xmBs av caxw° aaos� , Nv IN E%m a cA65 INSTALLATIONS W/ 1 HV FC�^ham^h �_%® ^BLADE W HV CENTERMATES�°�M"°OR fNF4E5PPU^OxWNEUaE� 10 • ®w©� ®'©• ®°1 r E%snxc cuss — — — — — — — — oE7ASEE1 ENDoN N �n WALI CONNECTION ©,Q) " 1a 4 1 ---------------------- n I I 11ma/a- .• 1 M RY CENTTES WATESbCE NGu MI PPA4ilONsMsa 04 ILIA.E. /Ii (( W1 HV ro s .._ I ----_—_—_ - - w 5 �i " 112 • P , 1/Y `NH ro•®w®.mow©.®w HVA ©`0•©w© IrQu55 —r—i\\--- MK O Gt101 3 IN (SCE SCMEOVLE OP00NK ON SHEET "I (INTERIOR) l L_�_e_ OUT t �w �I ... .— OUT I (EVER,OR) MU 7 IN 3 # 3 ON�SHER�iI� it —_ _— --- - •- --.— - 1 1 3 OUT @ "� HVB w®w w Bp 1n ®w HVC A''� E%ISiINO A s �UP{� OKRM OM WOl� cl I O _-BOOI� EOU� m (SEEGLASS SCHOWLE 5 I ©.©w®.®al®•® ON SHEET 11) .1 : OUT ( 6 1/2'!. SUCH HVE HVE** FLORIDA BUILDING CODE Non Hah Velocity 02017 TATECO, M. 02017 EASTERN NO& s 7. A*S.S.A. Accordion ht TILLa TESTING k ENGINEERING COMPANY N,. BLADE 81 w/ OR w/o ILv. American SIT It r Sysfams ,I vncmmox o^n MIZ..M„ s,. u...2m.. awMa, nm at Enz : C.'01a2,-mnR . ra.: (»s)en-1sm Assoclatlon, Inc. �. OLO 15-0e5 T122 1 4268 Westr.ads Orin 2 Es-000GR,R West Palm Beach, FL 33407 s x.TmRE ftoR ttOR9l. A 'ILLrt .x, 11e. I tt167W ?AWING No 17-107 ALTERNATE INSTALLAIJON" " LOCK MALE/FEMALE "T" CKS CENTERMATES g LOCKERS / n HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 a 18 OUT [[-IN P1_� eux psvxK arr� mr. mra3m ex v?<n a ��®oo�b�•®a rs.wa m�u.RamneuoE®anwL_x6. a 6 . e 1 ixmurm ox r am, wr e[ Iran w,ix ms urtaw 10 • g.6%.6L�.6A.6. — am 30x rmwL m mmi m rxl vrtrc 0 * SEE u0R a (aR xv IaCK® , T .0_'K ax Y42T 5 mfmxouWu=—om u Kwur4!Ewuu er rwa crxPm IFKfDPN. PAryCBprc. xM JFfv9fr Oros, M [Wu. L—_.--- Su.5. O tY NLL �16 _• t ©0 HV "T" LOCK (OUTSIDE) INSTALLATION M HV BLADE W/ HD CENTERMATES M , ___ -------------- _ti____ ______ _ __ __ `4' IN RN3"mP.—n N .., -0 v ouT 0-20 K 1 1/2" S.S.M.S. 7/8"0 , 3/32" WINGNUT. 02017 nLTEM. WL. I TILLIT TESTING h ENGINEERING COMPANY EJd! N.V. ].. 5" V1. ].'. NgC`Rt 4NOEYi, RQi1M . Pftev+ : (30*71-1330 . ra.: (3031,71-1111 .-mat U.ceCaasen ea-WOB"s W&%R A nWT fit. P.E, RORIOF V@. / -4167 ., (eW HDB-HVB OUT IOP HDC-HVC SYMMETR�GAL gpiCENTERMATES MrNJOU fCAI ND CENTERMATES '3�x LOCK (EXTERIOR) W/ _l LOCK (INTERIOR) . AS.S.A. American Shutter Systems Association, Inc. 4268. Westr000s Drive West Palm Beach, FL 33407 # as xarcs a u>rna .a.p w w®ma a to vnrnva Rare m4o[(^y ma x>p.xm a vw rc..0 axn*.�.m .oR+araa mx e�.m p Accordion Shutter RODE #1 W/ OR W/O H.V. W NC AWING No 17-107 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -POURED CONCRETE ----- •--� CONCRETE BLOCK WALL 1 OR CONCRETE OR COMPETE OR CONCRETE REQUIRED / BLOCK WALL RECL RED BLOCK WALL REWIRED LOCK WALL REQUIRED EXISDNO GLASS CONCRETE ANCHOR} EXISTWG GV a t f6. O.C. ANa. LNG CV53 / '- 1 ~ ~ EO EO IV aA55 rt ) ' IAN S♦P OV '� J r 2• AaN. 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END CONNECTION QUAIL(I) END CONNECTION DETAIL 20 END CONNECTION DETAI 03 END CONNECTION DETAI I- NCREIE OR J REOURED ONLY FOR 6PMl3 GREATER 1WN 12' 0• EX450NG G1A55 CONCRETE BLOCK WALL /`- EXRTING _ _ _ _ _ REWIRED f QLA55 ,® G4L sci%vvTa1 diON/r S.G.S' j '.____.___-___ TO CASE (RE O t6. 0:4 \ `4RRKH D b___._— Il r al QMO WNCRER `. I/2` GIH. TSa©OR® p®OR® l q - CN SHEET 1 ANCHOR O 11 Fol BIAOEQMD WNCREtE E.AtASQ&'® 12 .. a!$tkH f9 FOR 4 _ _ BACES0 ANcnoR�___ 1 z Mm_—__ E 1 _!L 5 & a i6• ---' GRID r MIN z• MIN. EO''©OR®OR�OR / 3 MIN, ♦ $fC MIIJ �tATIGxS OF USE FOR �A��LtF y 1 5 84DE cis SHEET 1B �oR®Ofl�Ofl (5OR� SiEa,ELL f/ 1 OR ®' PLAN MAIL +- POURED CONCRETE OR ) OR ®>© O^ •O ® ®a©'OO"BO'l'Y•�" Dgnr� EQQPp o BLOCK wAu o"® ©•� ©d �gP�.®•® ©•©" END IN LLA 10 I HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAILQ O•®-®•®« •®• •, dORMNEC ION QETAIL© O•®w®•®-®•Q� ` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone TL11 V� •L`E)LI( � E201] MIEC FAS]ERN METAL SUPPLY, INC. : 'ia sF ®2C17 BERTHA ASSA nn *9 IL E C O EMa. Accordion Shutter System .a T ®(yyr�/�,T T4 ; ■ ■ ■ ■ N,y. MADE p1 W/ OR W/0 RV. VNWON a" 'A '.`d(`O•^ +"i!Y TILLIT TESTING k ENGINEERING COMPANY Amerlaan Shutter Systems Lv,l otscRmr4oH DAL[ — oe fe, Q' A. ed55 Nw.:Au. st, a.. rim, vwOmu asaxi 1LamA $n Assocla}Ion. Inc. 1; DID 15-Ob5 _pA`••TL 72711 am D7/z7/17 P6am : (E06)6]I-15]0 . F. (E06)6)t-15D1 4268 Westr Orive S7DNA4 E���4''111 ^sEe �6 u �m West Palm Beach, FL 33407 4 DRAWING No -� f„✓!• WR,LER A MUT :r, pt. i 1 7-107 a c Gce1 1Gi�Alan IOC loom FLDRAA t>a ( Id167 V'/ ONE H.Y. LOCK U or 0 or or HO LOCK ® IV/ NO LOCKING RODS ar CENTERMAI@ 28® 29 W/ ONE F((i'T' LOCK 30 W IVIC) LOlnK NG •5-0. 061G iPIIy✓4 IVALL IAOyNTrNG iL�R/CENNO A"`N uourmNc 1M SNUFFER SPAN' OR 1-' (ft.) FOR IV/ NO LOCKING RODS (SEE NOTES tit) iLowca,LVG R xwNc SCHEDULE 03 MAXIMUM SHUTTER SPAN* -L+' R -L-- (it.) INSTAUA71ONS W & W/ ONE HV LOCKS OR W/ NO LOCKING 005 (VALID FOR MDUIawQ SNrrt t) CONCRETE Aid. pLyCl INSiAMAlION9 �MTN NOOR/CDMNG M IM'S WIT OR I. MRd ML u t c I. P3 L-14 JO I6'-0- IS'-a- JSI6•-ID- 60 tA'-D' IS'-0- 46 I3'-4- IC•-D• SO 1a'-]' I]•-1' 59 11'-I- IW-11- 60 10'-2' 65 9•-5. 10'-I' 70 W-9' 9-4' S 9'-9' INCTMIATION LEGEND CONCRETE & MANSORY WOOD WALL A. B. C, D. E. M. N, 0. P, 0. MOUNTING F. K & L R. S & y FLOOR/CEILING MOUNTING G, K 1, 11. J T. U. W & X r� M O MAXIUUM SHUTTER SPRI 'Li OR -I-' FOR INSTMLATIONS INTO 1YOOD SHML BE Mail To IDS pit. ASO. DESIGN PRESSURE RATING, t W CORNER CEMERMTE /3 MY BE USED AT ALL MWNONC INSIALUMIONS, LOCKING SPECIFICAnONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 15. SHEET 5. tt EXCEPT MAT MAXIMUM SHUTTER SPAN'I.' OR 'L- AND MAX1M A.S.D. OESINC PRESSURE RATING FOR INSTMLATW4S INTO CONCRETE OR CONCRETE BLOCK SHAM. BE UNITED AS FGLLOM: t- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64.-72 O.e.6 AND 8'-0' SPAN, SEE "BUNTING ©ON SHEET X. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1. 10 HV BLADE 02017 TUM00. INC. IL EC0INa. TIWT TESTING & ENGINEERING COMPANY i RI'riq : (30)D7I-I610 F..: (30)011-I53I ••(�I . I 6e-000671e - G Sb�11PC /NI.TC NFl A 'NTT i.. P n; aRW "c N ac16) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westro00s Drive West Palm Beach. FL 33407 (1) L+: MAXMUM &1OT.'ABLE SPAN FOR A GIVEN POSITIVE &S.D. DESIGN PRESSURE Mr NG. L-: MAX, ALLOWABLE SPAN FOR A OMEN NEGalvE A.S.D. DESIGN PRESSURE PAmNC. (P) PROCEDURE TO DETERMINE MAA'WUM SPAN MR V'p L MOUNTINGS (TOP/BOTTOM) OR FLOBR/CEING: WEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DEtEBUINE MAXIIIUM SPAN 'L♦' FROM SCHEGUI GIVEN A NECARVE &SM. OESGN PRESSURE RATNG, DEIERTaNE iwun d SPAN %- FROM S,,aMULE. FmAL MAXIMUR ALLOWABLE SPAN IS EQUAL To THE IaN MUM OETERMwED SPAN BEIWEM 'Li AND -I-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINAnONS IN BETWEEN WALL MOUNTNGS W/ rL00R/COUNG MOUNTINGS: FOR A GIVEN POSITIVE AS,D. DESIGN PRESSURE RATING: DEfER"INE: Lr+. MAX. SPAN FOR WALL MCEJUNG OU,,,lAT10N5. INST MAX. SPAN POR RCOR/CEIUNG MOUNTING INSTM{AnONS. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATNG: DETFAMINEt LI MAX. SPAN FOR WALL MOUNTING INSTALNnONS. Li-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTmG INSTAL DONS. FINAL UAXIIIUR MXCWABLE SPMI IS EQUAL TO MC "RaYVM BEIWEEN'LI+; 'lA+;'LI-' AND -ta-' rM FWAL MMRIJUM &S.D. DESIGN E MAlIIMUU MICROR Accordion Shutter BLAME AT W/ OR W/O KV. W HE AWING No 17-107 119'-D• ' a<�uY[CJY WVJ4'1!J•YYYl2 Im00mQOmmm000mC Imon000mmm000n� 'm00m0ammmO�U[EIC mOOmQOmmmE[OL1Q]C mO0 OpmIN C m000QamNmnnK"snoe moonQQmmmnomvo mOOaQOm m00®DC mOL9QQ m mOOQOG mnm�p�m moonQo mmmmmppppomvQQmm0mao®pa EOOdOpp®mOm00C p�ooPo�mmmv®oom voQQQQmmmomQQo mooQQ[a mmooQpo mompQQmmmomapo f190m000mmmO®ppO mvQQQQmmmooQpo omoQQemmmnoQpe[ DOQQQOmmmQOpQO u0000emimm00000 4lQmmmmmmm000QO �ppOQpmmmQOppO ���pQpQQppopmmmpQQQpop F�QOD000mm00OOCY vQap omusepQQppo QQpOm Q N 15"ov goo HE �moa will o�c QQ moo 000c® mEl® ===l cappopppmppQQppo oQappppmpQQQppo vQpQQQompQQQQQo OQQQQpamQQapQOC laoappppmppppopo v�v0000m000Q000 la Alaeeeemsseesse W HEADER MOUNTING V Y'>•iJYr DUQaC ZIOpQC OOQOC 0®QQC vOpQC apQQc aoQQo �ovoe !1•!�l��xlw Imm�n[�od�im��voo`e ®m O QO mtA QppC mmmOOmOO(I®®�77mOppp®pC 0m00vOOmmOO�v06 mmvoapQ®mpQQQQ mm000QOmmQ QQQ mmonpppm�nr�QVQ maOOQQOmmQQQOp EMU awn pppppQIDopppQp mmOOlooO�mQeQiIOeO lam pQQOITi7maQQaa mmpppppmopoQQ mmo�000i�mvovvN m moo11:111 IM ®apaaa ®OQQavaiP.70 mmpaa aaQ ®IMIMI em®oe000 ®�Qv0009mmoEll vQQ1011— oQQQQQ�m gppapp Qp�vv vQQpQQ omQ vaappopmep�QQQ opppapoopppppo OQQQOQQmQOQOQQ v�ovo,,,,Qy� nppQpQQ Inc 7C WE v0 Y1i�1�i ofiE ao vo M RVANCEDHNOLOGYLID-SET • SEE ANCHOR SPEGIRWICNS ON SHM 1J ♦SEE UTAI APONS OF USE FOR BLADE I ON SHEET 19 Qom©0000000m��000 o�mmomoo annommmoo QmmmoQQ��omm�oQea �mmm000eon ©Qoomo pmmopppppo E�iooQe OmmpQpQapOOp©mQOp QQmompopQQnommoQpQ �oM9HV ��iggeoeonn000vo e®mor9a EQo®aommm�aoe BLADE• • 0 BLADE BLADE plm��Oaa�OQQom®�opop ponopQQQouoQ[vppQoWORKING IN UNISON ammoc[lopapnnnnmo�Q e9anaov000mnmn©ooQeo p FnpaQpQQmODOmOmOm o Qo pp o ppopippe�iQno®moQpo p mQQOQQQpQmQOaQQO ovp QQQQplummaopQo pmp�QpQQQnoomooQo opppppppomomQ ° RORIDA BUILDING CODF(Non High Velocity NurriGDDe Zc 02017 XTEC0, M ®2017 FA4ERN MEp, SUPPLY, INC. d BERTH —A 1 VT, �c M�p- A.S.S.A■ Accordion Shutter Systei KV, BILAM #1 W/ OR W/O H.V. 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(SCE (SEE SCNEOULE OR $MEET IS) ECHE SHEET 15) 0 HV WA SIL INSTAU ATION D M YSC PoR /�1 qn FLOOR INSTALLATION (X)NY WALK —OVER INSTALLATION ,G L.'HV _ EE P FL IDA BUILDING CODE (Non Hi h Velocity HurriCORe Zone s1 E ' 02017 N MUM SUPPLY. INC. +T--- IL A S S A■ BERTHA HVTv Accordion Shutter System y •a �,f/ ■ ■ ■ Rv. ag , w/ OR w/o NK www aAm A'• T�(ff% nWT TESTING & ENGINEERING COMPANY American Shutter Systems Finn... F. :' f` a5M... Y . sv. u. x, N. ON,,, .. MI Association. Inc. .„ t e[SCRRfi]R OLD is -Des wrz deWN 1/2J/1 wT m: Lc W. L _O�it'• ii ? ............. 1 ••• •• • Ga. AL PM+e : pD-)mI-1sD9 . m.: (a05)B]1-Ise1 1 mP 4268 west----- Drive West P-IM Beach. FL ]; DRAWING la No L EN T19 33407 a. •'f 1 / 1 D% PC SCA %CICNLTI IDr /Mie RORC4 tk I MI6) .I END INSTALLATIONS n HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS .m � =_ C•fs-L••Ci-i4•Q END CONNECTION DETAIL M .Wr.. 1. lit ,, l.. Ll li- w• Q � i�c o TILLIT TESTING k ENGINEERING COMPANY Y ' E. P. MI. GyOp;£ rta'.0 M e-mOt 1J1<oaoN.eOm rvWCq F TWT P.C. 4. �dTr EtOROA Uc. � NIL) aarN wy u w� al Pgn/Y n.- n. qM, •q a� END CONNED DETAIL ,(O . manta aa) lw w.o ar..rzq nw� rr-r SEE UmiAn0 , OF USE FOR [4AOE 1I ON SHEEP 19 ASSA American ShutterDSystems Association, I 4268 we . Vest Palm BeCCh.-FL 33407 U2017 EASTERN MN. SUPPLY, e10. — ERTA VM Accordion Shutter System HV. SALE #1 W/ OR W/0 NV. WNDOW EIADE H d2i L.L M. atc. S-9 )/U/I WC 07/27/17 ai ORAYNJC No 17-107 u1 Ex51PN GLASS ELEVATION ------------- 1---------- --_-_ P. SvxlPoGLCENTERWARs 21 (�j 'f.:R12D! / w/ 2 ON '7SI MID \I-- w/O`v (SftNOTE I MIOVE) n1 ,� — ICL SPARAMN ro antis AY+WEW 9FEl 1I ICA B/EEC NOW MS -- FfR ---- �A J(D 02017 OLIVER. INC, 1 TIWT TESTING 6 ENGINEERING COMPANY e5v xP :ay. a u.. 3PS wA—w DM,,,RL . M Pnelw : (3W)6T1-ISJp . F., C051671-1331 . P.C. FLORIN U . 1 44167 I. Y ASV. DESIGN PRESSURE RARNG x110. 2. W1L SNiief SPAR BB• 3. ALL = MGUNTD. G 6 H ON SHE6, T: AS eEtl AS YOUNBNGS YNGS: A ER . 0, r. U k P ON SHEER 16 h t>. �AAq IWR6RYAyC�ENiAYARS lnt Ej , OR P/ AN�LNP. Of EASE, 1 G (f5)mMUST BE O'CII MEEDj MY" EYeIroR Att(55 510E OF ATE. S. W W PINDUN RUDE t SHALL DILLY MEOW A YMWUY OF S OPENINGS wo Noucs) FOR ® PEA AT SWLOIGS 5}IOFM ON ,,E, A. (a) Uw. GURMO,: rRou w OR Bottom EDGE OF NY MNDpP BUOE OF OR 3•s POLE FOR pSWE BE IV. ((CC) ) O�EVj{f SLAGE CONMO OUT ROM SINNERS AT GNDS WAY BE W (0rPMO VFOADjDEES@ IARR BE USED NieieutE TO A SON N, BLI. ( (El CUAERIEN6 SWEL NPMs BE INSTALLED ADWCFM TO A SOLD W INACE 1 AT ENTI SALE CE IHELI, (i) PoLYWtB0.WTE NY,MINppW Lei S1YLL OE MSNIFD M Tlj\T TAp$ FACE NNE INTERIOR W ME DMN!ND D PROTECTED. Ny w.HOOP YUS ONLY PST.WED AND LOCKED USING A W SLIDNG Ic,L PRWMCa BF AK NO. 6. SEE NICNat sP NG SCHEDULE FOR MSINIA}IDNS IM) VKOD PRIDE BUROMCS ON S[ET 15. AS UNITED BE VAN Ad) case, LOAD (SLY NaTES I A 2 ABOM. T. S6 ANCHOR SPACING SG2WLE MR WSTI M,,, NNID PoUREV OWGEIE ON CONCRETE EAOPI PALL ON SHLLIS 12 @ 13 AS UYITCD BY VAN MID DESIGN LOAD (SEE NOES I A 2 AMM, B. UIRRIUY SdARA KIN TO CUSS SCHEDULE, PER ASTM E-t Belie MIND ZONE MINIMUM SEPMWIDN TO GUSs I TNRU A 625 A.S.S.A. American Shutter Systems Association, Inc. 4268 1Yeslroaas Orme West Palm Beach, FL 33407 EASTERN MM& SUPPLY, INC. Accordion Shutter System KV- MADE p1 W/ OR W/O HV. WNCBW MALE No Al I V2'. 0035'T Ym, ASN A-653 GRADE 10 Wn 0-80 GALV. STEEL MET. STUDS AT 16' aC. .-d "STMG INTO METAL STUD WALLS SYSTEM INSTA I ATION TO META "ID WAI I S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAIL SHUTTER SPAN: 64" 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCH ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE Or (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF �- - -� CEMERMATE. a at BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2- J1 36 CENTERMATE 27 APPLICATION WITH 6fADE0 AG. ASTN A-W cRAOE 40 _ 0 6' O.C. xElR SNOS AAr' s'O.C. I - MS WALL HEADER/SILL INSTALLATION _ �EYISTING GIAS] — — — — — — — — — — _ -• — — I 43c 436 43c - SYMMETRYCAL--SYMMETRYCAL CENTERMATES W/ ,,,CENTERMATES W/ EXTERIOR ACCESS SIDF< 06'&C/ ob'o.c EJR6145 Fumes AS MFM1ICgg[ NW. SEPAHATKN TO GLASS C (SEE SCHEDUIF) 1/2- i Vim) Min,) 111.`.. k TI/�. I. i o2o)J MrtCO, itx. d - `DENS '' ILL C— TIWT TESTING A ENGINEERING COMPANY ��; 6155 H\. ]6N SL SM.:M Ni-JY VAOTY RTL L' GMx : [y15)TI-L•]p 5\ . rw : (]0.5)d)I-[:]1 P,E. SEdCW3XilllTt](%%OAT; [� I AA[G) 6.09. 3® 1 /4____ NOMINAL ALUMINUM E 6063-15 ALLOY SEPARATION TO GLASS SCHFDINF ]Gpa- � -� 43e lEkOiM ♦ t' ® 1�4"0-20X3" A017 MUST PENETRATE 1.3JJ'� r I .DSpT. ^�— 1/4"0-20 TNREADS 43 1/4"e ELPO CONSTRUCTION PRODUCTS FAA— OK HO COMPONENTS WIND ZONE MINIMUM ASTM E-1R96 SEPARATION TO GLASS 1 TNRD 3 1• 4 4' k0 FlN:$N AS AFPIICAGLE EC61E: 3 I�ipPk BORON) SCALE. T' V ----1 fi 1/2' IAAfS 5[ACR A.S.S.A. American Shutter Systems A990CIOHOO, IOC. 4268 Y/eStrOpds Drive West Palm Beach, FL 33407 COfR. C/1V. STEEL TRACK CH4R1 m)u A-sy] GRADE a un. c-s caEVANizco FASTErvm TO MW w! (2) f6,1/T )Ez saLm aN NTEHIOR A EATQDOR FKf 4 Lo;ntto AT 12 HV HFAOEF/Stt1 DtDS VIEW Y 510E CONNECTION TO TRACK CODE (Non High Velocity Hurricane Zom 02017 6l5[ENN NEIAL SUPPLY, WC. E T A HVTM Accordion Shutter System H.V. HME #1 W/ OR W/0 N.V. VANDON 9AOE v. x mseNrrrox D.rz I\ynil ec L.G I OLD 15-OM 1/1J/1 wic 0111/17 2 DRAWING No 1. NAUTILUS ROWING SNUTIFR SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT Y m'd, HAS BEEN vERIFED FOR COMPMANCE IN ACCORDANCE WIN ME 2017 (W EDITION) OF THE FLO A U11WNG COCE MINIMUM ROLLING SHUTTER SYSTEM SALL NOT BE INSTALLED AT HIGH VELOCJIY HURRICANE ZONES (M'ANI-DA➢E /BROWAR) COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF ME ABOVE MENTIONED CODE FOR A BASIC WINO SPEED AS REQUIRED BY ME JURISDICTION WHERE MERE SHUTTERS WILL BE INSTALLED FOR A IMMORALITY FACTOR K6-DSS. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 IBC AND SHALL NOT EXCEED ME MAXIMUM (0.5.0.) DESIGN PRESSURE BURNES NOYATED ON SHEETS 15 NRU 18 0 20 THRU 26 IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WHO LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS SY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE NOE W/ MALL (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SNEER 15 NRU IS k 20 MRU 2B 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 332 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS DOE USED IN THEIR AYALYSS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMNED IN ACCORDANCE WIN N.D.S. 2015. NAUTILUS ROWING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND MUD RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1609.1.2 OF ME ABOVE MENTIONED CODE AS AMERICAN TEST TAB OF SOUTH FLORIDA. REPORT 1 1030.01-08 AS PER ASTME 1996-05. E 1836-05 AND E WO STANDARDS. QUAWY NG wSTALLATI0N5 FOR WIND ZONES 1, 2. 3 A 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION MSTAUANOHS, AS DEFINED BY SECTIONS 61.1.1. 61.1.2 AND 8.3 OF ASTM E 1996 SEE SLEETS 19 h 20 FOR ADDITIONAL UU TAT O!iS. 3. ALL ALUMINUM EXTRUSIONS SMALL BE 800-M ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. ALL SCREWS (EXCEPT END RETENTION SCREWRC OR M BE STAINLESS STEEL 304 OR 316 SORES WRAC 50 Yai WELO SMENCTM AN 90 W. TENSILE MEN CORROSION RESISTANT COATED CARBON STEEL AS PER ON 500M ALL S.D.S. ME TEK SCREWS MANUFACTURED BY ITN SUILDEX B SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, 5. BOLTS TO BE ASTM A-307, GALVANIZED OR A151 304 OR 316 SERIES STAINLESS STEEL WIN 36 AM MINIMUM HELD STRENGTH. 6. NAUTILUS ROWING SHUTTER SYSTEM EMS U.S. PATENTS 88.095.225 AND /7,409,980. 7. ANCHORS TO WALL POR@SIDE RAIL SHALL BE AS FOLLOWS: (A) TO FASTING MURED CONCRETE: MIN. =0 0.a.L COMPRESSNE STRENGTH. -5/16'0 TMCON XL ANCHORS AS MANUFACTURED BY M BURDEX, INC -3/e'0 MK BUT 3 ANCHORS AS MANUFACTURED SY HILH, INC. AI) MINIMUM EXHIMMET NO POURED CONCRETE SHALL BE' N01 /EMBEO�ME5 (INTO SNP 5 AIL BE CONSO 1 D A5 PMT6OF ME REQUIRED EMBEDMENT. A2) MINIMUM EDGE DISTANCE (ED.) INTO POURED CONCRETE SHALL BE " FOR 506b TAPCON IG ANCHORB k 5' FOR 3/8.0 WK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINK MATE vL. A.3) IN WE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON ME EXISTING WALL OR FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. (B) TO EXISTING GROW FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 -5/16.0 TMCON XL ANCHORS, AS MPNUFACNPEO BY TIW BUILDER, INC. B.1) MINIMUM EMBEDMENT OF 5/16.0 TMCON NL ANCHORS INTO ME GROUP FLLED CELL CONCRETE BLOCK UNIT SMALL BE 2 1/4-. NO EMBEDMENT INTO STUCCO SMALL BE CONBICEREO M PART OF ME REQUIRED EMBEDMENT. 8.2) MINIMUM EDGE DISTANCE (ED.) OF 5/16.0 TAPODN XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. B.3) ME UIS�NGT PRECAST OR FSTLOOOR. ANCHORS SHALL BE LONG EENOUGH TO RANELSm EACH HOME MAN STRUOR PXVMS CTURES MIND SUCH PANELS. (C) TOUMERIR PINEWOOD WesI G B O35 MEN.SPRUCE PINE-M-SOUM (G-0.35). DOUCVS-RR-SOU H (G-0.46) OR -5/16-0 TAPCON XL ANCHORS. AS MANUFACTURED BY MW BUILDER, INC. CA) MMIINNIMMUUED EMBEDMENT ERMPENETN ONF TMCON XL ANCHORS. INFO ME WOOD FRAME UNIT SNARL BE 2 1/4' PHYSICAL NO EMBEDMENT INTO OF MAMMAL SHALL BE CONSIDERED AS PART OF RITE REQUIRED EMBEDMENT. C.2) 9ILY0 0 EDGEDISTANCEµGE Ed) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 T/4'. EDGE DISTANCE IS C.3) INCASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON ME EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. sCANN8D BY $t. Wcla County S. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER 9. ANCHORS REQUIRED MR STORM BARS CONNECTIONS SMALL. BE AS SPEWED ON APPLICABLE SECTIONS SHOWN ON SHEET S. -3/8'0.1 114' CALK -INS MANUFACTURED BY POWER FASTENERS. INC. -1/4'W/4 SDUO-SET MANUFACTURED BY ALL POINT. INC. -3/8'e KINK BOLT TZ MANUFACRINEO BY HRR, INC. -5/16b TAPCON MANUFACTURED BY DW BUILDEI. INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED I BELOW OR AT ABOVE -MENTIONED SHEET EDGE DISTANCE AND EIMBEOMEMS ARE BEYOND MY KNISH MATERIAL. EMBEDMENT GROUT FILLED OR ANCHOR SPACING O IOC% EDGE DISTANCE 0 100S CONCRETE CONCRETE BLOCK 3/8ba1 Ir4' CALK -IN 3 3/4' 4 1/2' 1 1/4' (3D00 pal) NOT ALLOWED 1/4'0A3/4 SOUD-SET 3. 3' 7/8' (JUDO pan NOT ALLOWED 3/8'0 KWK BOLT T2 9' A' 2 1/2' (3000 Pen NOT AILOYIED 5/16'0 TAPCON KL 3 3/4' 3 IN 2 1/4' (28" PH) HOT ALLOWED 10. ANCHORS RECURRED MR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. iM 11. 1fA 12. 12A. 13 W 13A -KWTK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -HUS-M SCREW ANCHOR MANUFACTURED BY HILT. INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. MINIMUM EDGE DISTANCE AND SPACING TOR ABOVE MENTIONED ANCHORS SILL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEONIENR ME BEYOND ANY FINISH MATERIAL EMBEDMENT 0 IOOK CROW MITI) OR ANCHOR SPACING O MOOS EDGE DISTANCECK 0 100% CONCRETE CONCRETE BLO 3/4.0 KWK BOLT TZ 27' 9' 4 3/4' 13000 pal) NOT ALLOWED 1/2'e XWW BOLT IT 22 1/2' 7 1/2' 3 1/4' (3000 PS) NOT ALLOWED 3/8.0 KWK BOLT IT B' 4 Sf8' 2' GOOD PSI) NOT ALLOWED 3/8.0 HOS-H SCREW 1. 5 2' (3000 PSI) NOT ALLOWED 3/8-0 WEDGE -BOLT 4 1/2. 4 112' 2 1/2' (300D PSI) NOT ALLOWED 1/2'8 MIDI 6DdW OI HBI(E TAN 6' 6 3' (3000 no No ALLOWED 5/8.0 N sc Ef SIT 6AT 7 1/2' 7 1/2' 2 1/2' (3DDO PSI) NOT ALLOWED IT. THE INSTALLATION CONTRACTOR R M SW/CAUUL,ML PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT AN THE BUMMG TO PREVENT WND/RAM INTRUSION. CAUUK AND SEAL PRODUCT TMIMS. ALL MOUND FULL LENGTH. 12. IT SMALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCE SHALL ONLY BE ATTACHED TO CONCRETE CONCRETE BLOCK OR WOOD MANE BUILDINGS. 13. TARS PRODUCTS INSTALLATION SMALL COMPLY WITH ALL SPECS INDICATED N MI5 DRAWING PLUS ANY BANDING AND ZONING REGULATIONS PRO.10ED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO. 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL 15. (IMIS PZD. PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIM PROJECT; i.e. WHERE THE STE WONG DEVIATE MOM ME P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAREY OF THIS PRODUCT, BASED ON N6S P.ED. PROVIDED HE/SHE. DOES NOT DSMTE FROM ME CONDITIONS DOMED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SHE IS THE CONTRACTOR'S RESPONSIBILITY. (e) THIS P.E.D. WLL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCWTECT WHICH WILL BECOME ME ENGINEER OF RECORD (EOA) FOR ME PROTECT AND WHO WILL BE RESPONSIBLE FOR WE PROPER USE OF ME P.C.D. ENGINEER OF RECORD, ACTING AS A DELEGAI ENGINEER TO ME RED. ENGWEER, SMALL SUBMIT TO THIS UTTER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (e) IRIS P.E.D. SMALL BEM ME 011E MD ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL. ENGINEER OF RECORD THAT PREPARED R. 16. PRODUCT NAJ61F �)MRG9:S�LABEL SMALL BE LOCATED. ON A R FLORIDA BUId(>•. C ?ABEL SHALL BE PLACED FOR EVE I'H �SMALL MY BE USED RA .a1'1i "Z'OlBN/PC-0.TrA'M. ME STATE OF FLO)WA W. 44167 4 11 0"17 TIRM wC. 0 V AT PRODUCT IN ACCORDANCE WIN SECTION 17M.9.3 OF TO COMPLY WIN SECTION 1709.93 OF ME FLORIN, BUAOMG Nautilus TRTIW4Shu0erSystam EC 0aM/I7 wR EXPERT'SHUTTER SERVICES INC. 1628 iW. B4TMME STREET M.. rFORI W. L iL 349M � 17-244 OYeuG M a7 a5 ag a10 #q _ _.uao6 It•r .us-r a� .+v� MA ,q2 I Efti'A P5� I ssi r Nun• Nvaw .laa• �Imnr Ns.lw wu• v,„r a mr"• p L $N r 1 �I pETNIC A4n .A� ' �• AO+• + 1m ma 'n2' .Ym•! -.m•"� ® STA ' oA SLATS W6YlLHYYMUYILLOYNEI3YYwUYH Era4mMn) YµE vl.Y �. {fETA1L'B (bcmc+P.1• OD SIDE RAIL m6smHWf+WItLOY YMNACILF01 To I ft FOR A WM OA50• IXURNRE BETIFEpt bCREf MEN AW LtNry WALL AT NON NIIIWifINE Po9IKN5. O TRAPPED ANGLE musnAwlewmAuor 6GIE 1P. Y © 4kt MULLION Lov-muumwuAuoT EO BUILD -OUT TUBE wasmALuvwmAuor G1 4XB MULLION W1410 E1N9NYNlOY 6JIA 14.f COMPONENTS E1 BUILD-OUTTUBE mwnAwY+wuLOY bcus+P.Y OB mssmBASESIAT ALmunwuLm p•,•-Wr.r J m 'e r .19' �{ O BUILD-OUTTUBE mesTsxuwNBYAuoY SUtE 1P.P I 1 em•=�:>ar m Jn u Tau OPTION 9*fff WA A) +cr i.am• ACEEAL BUSHING NEEWOBOPNSEIA'm� AA Bl_ :._ EIF2 LFIEJII':fA[MI mrsaENEpuus2nm iFA5EE5Rff5bAT1ff3RAW m ELsza+xwowRmom cmrara�acuenewe ©RETAINING SYSTEM: SCREW+BUSHING GGIE Vl.f �2M O BUILD4UTTUBE aon.nALmmmruuLor OH 1/4'0a4' ITWIBUILDEX TEK SCREW CMBONbnEI �• 60YA'VI.Y � I '1 Ui y+A•BDwreunnEXTAPcaNxiaNcxoR GN86, 31FEE W+£IP-Y QK 'STORM BAR QJ 3R'B HILTI INC. KWIKBOLTBANCHOR ez+.mnYeommALtm fJAONIbn£t 6Wd �'+ e 2olY mrzco vm. Nautilus RaRIn4ShYRerSyaWm L EC Q IMc. EXPERT SHUTTER SERVICES INC. I625 &W. B%WQRE STP Nxry2 %e ENamEEallo OOYBANY tol, xnu.uvn, n v„. p M. LC. mm/1E onE 17-244 NbWM` W. N¢ 2 B SIDE/END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040 THICK SPRING BRACKET SPRING ASSEMBLY 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 i.c amn+ wrz I7-244 ounc r vR 3 o» END (SEE 6 Eouuns 04i5HSTi 15 k 20) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. �_. N.FS. & Y/7 END CAP (TyR. Ea. END) & Y/7 SM (SE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS ' NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. P END) PROCEDURE FOR SLAT INSTA IATION GIVEN A SHUTTER H I•HTI ' CASE 1: SHURFA HBGM EOVAL OR LESS THAN W-C' APPUDABLE TO MSTA ARGNS W/O STORM MS. W/ WOW BARS OR W/ S20RM BARS k MAiL W/ HMMS UP TO 11,-0'. (a) CURTM Mwi START W/ /1 SIAiS AT TOP. FOLLOWED BY J2, #3, .-.. MOEAFTEA. ALL THE WAY OO U EACH SUT / SHAM. CONMST OF ARM. FM (5) SUITS OF T T SUT NU!ASFR PROCEDURE FOR QUINC SLITS OOWT+WARD BE1.M2 II SLAT SHALL BE CONTMUEO UNTR TOTK SHMTTER HDOW IS COMPLIED. OUAN OF FINAL SLAT NUMBER ......... wSiA BEFORE BOTTOM SIATQB MAY VARY WIm SHUTIER'S "DOW. `Q A (d) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. tt CASE 2 SHUTTER IiDGM URGER THAN I1'-0' APPUCASLL TO MSTA TIONS W/O STORM FLORIDA BUMING CODE (Non DyH YclmHy Nunimm Tix) BARS mo W/ m W/o Muwmrs W/ HBCHTS uncm nw, 11--0•. t Np.441 o mn mrzm M. tilus wA.x m Nautilus L< (a) CURTAN SHAM. START W/ (1 SLATS Al TOP, FOLLOWED BY /2. 13...... MEREAFlER. Ali ME WAY W . EACH SW B SHALL CONSST OF MIN. FNE (5) MATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLITS DOWNWARD BELOW /i 51AT SHALL BE *' * I I� E C O Rolgag ShuHey3yetam oy2+/IF OM[ COMa9UE0 UNRL /10 SAT IS INWAU3D. AFTER 010 SUT IS 1NSTALLEO. ADDIVVI& 010 9 j? w INC. NUM T a E„OIHFERma 00VPAHY EXPERTI SHUTTER SERVICES INC. SLAT$ MUST SE USED M COMPLETE THE TOTAL S UTMR HDOM. •!/v AAA LOA2 ............ 4.\�ET1 u p:.: nm lss. i.�'-, juflyv V 1626 S.W. BLTUORE STRRT )w� (5) BOTTOM SUi®MVST 6E ALWAYS INSTNLED. 6.PORT Ii9i�I/O/JNA��,lI1E_ M. MfE. F- 0 96+ 4 N� i+>9YA. fu ryl eii-M» Wµld A iIWT .9f.. P.0 iLOPIDA Us: 1 A+161 siIMT + maz RE/DATE , I . I IEND CAP. m I N or.H N j,- 0/ C y (TYi i : Wt. LQUON SPACNG 4— (SEE SCEDIRE 1 ON SH35 24. 25 & 26)J�W-1/100R W-2/11 OR �I r I I I i I I I I I I II II II II II I I II i II it II II it rl II 1i 11 11 ii It II II II II I ii ,) I I I II I I it 11 11 I I it i I I1 I 1 I I 1 R8 R8 II II II I I I or R Or RJ8 R orF R-/8 I Mox. SLAT SPAN i... W-1/t0 0R W-2/I I OR W-3/12 OR W-4/13 Mox. SLAT SPAN Mox. SLAT SPAN END CAP- F2z curs 13 MATS (uTS'vtj 4 � try 95 >urs 3a �g F sun 5 S O ;�ffiy 0/8 su ao a PH rs 5 (TYK ^� 3 stirs y p RJ8 (Typ. Ea. END) ... Or R'/B f9 Gurs fITO ! I 8 MAC STORV BAR BP� (SEE SWEET 22) (TYP-) (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLON & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: S CASE 1: SHUTTER MO" EOUAL OR LE55 THAN IV-0-. APPUGBLE TO IN5TALt110K W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEWHTS UP TO {Pj CURTAN S ,, START W/ (1 SLATS AT TOP, FOLLOWED BY B2, 13....- THERFIFTER ALL THE WAY DWM, EAGH SLAT / SMAL CONSIST OF M (5) BLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADOMG SLATS DO'MMARD BELOW @1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT 0 COMPLETED, OUMaITY A FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WBM SHUTTER'S HEIGHT. (5) BOTTDIA SIATQB MUST BE ALWAYS WSTALLED. CASE 2: SHUTTER HEICHI LARGER THAN I1'-C' APPUCASLE TO INSTALLATION W/0 STORM BAR MO W/ MULUONS W/ HEIGMis LARGER THAN (a) CURTAIN SHALL START W/ /1 SLITS AT TOP, FOLLOWED BY 12. B3, -- THERTAFTEF ALL THE WAY GOWN. EACH SLAT /SMALL CON95T OF FWE (5) FIATS OF MAT SLAT MHMBER PROCEDURE MR ADOMG SLATS DOWNWARD BELOW [I SLAT SHAU, BE CONTINUE UITRL 110 SLAT IS MSTALLED. AFTER /10 SLAT R MSALLED, ADOBbNAl 110 SLATS MUST BE USED TO COUPIETE ME TOTAL SHUTTER MEWHT. (t) BOTTOM SLAT(R)MUST BE ALWAYS INWALLED. N,W-1/10 OR W-2/11 ©Or ® Or ©IvW-3/12 OR W-4/13 MnUR n Sm sp O wt. UIIIDRH SPACPfu (STE sCFmuLE ON scar 24 I— (SEE ST - ON 0 or®or© V/EtA s K p z PY.,,,' Box it SLATS 2 SUS 3 urs A s SLXn f8 Burs surs SLATS D (TYP• Ea. END) SLATS po �• scars D W-1/10 oR W-2/U oR l W-3/12 DR W-4/13 D V/9 Maw. BUT SPAN IIOr. SLAT SPpN Mo.. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. II.T.S. G 2017 TUIT I IMC, Nautilus Rolling SDoffnrsychtm Lu m/2yn nrz (UTTER SERVICES INC. SW R U MaAsrq¢* ST. LWC t •e-Mm , rw 17-244 OMew4 �. A S or. POURED 5/16'0 W..T�PccEmS xl WJ OONCP 2 iJI' .D . ED ' mEw mv. REO'0 h 1 KER 060• GKLV. STEEL WASNFR 6 24' o.c O POURED CONCRETE BLOCK OR GROUT FILLED WALLCONCRETE Q REQUIRED. wA21 PEOWRED. O 5/16.6 URCONS X W/ 2 1/4" U;b. EMEEDMEM k I'ODA LOW GALV. ALUNINUM STEEL WkSHCA 0 24' ac 5l16'e TMWxS %L W/ 2 1/4. 1Gn. EUMUEN C 24' b.a WN Mfl-Ou TEK SCREWS 0.060• CM.VMOZED SfEFL t0 b.a " E%imxJ� O Egmx6 cuss i i c ASS (eEW1Dxo) (EEtN I SEE 0 SEE ANCHOR SCHEDULES ON SCxEOULESRdV F s SHEETS 16. 17 " E gA 5EE PNCHOR it SHEES 16, Y7 x 1e SCHEDULES ON ;; �a ETS 18, 17 h 1E �, A ;; is A A Min . SEPOAAnOx yw SEPARtnON MR1. SEPARATION C TO 2 �FYI6E�N 1 TO GIA55 IsEE SOFEDVLLS.Dam ( V55 TO C (SEE '3 SDM1ignEsr " G1 �' (SEE MUM` E7RU�ON ON SNEET IS) u�i 3 dV BLET YS) G OE.E1 w D D•OR Q C 1 1 0/8. ore /8 N ore 0/8 0 2 1/16- MIN. E.D 1 1/211 1/2"DC62'4 0 M. NUxI. 5/I6'o TAKONs %L W/--.LE_W/ s/tfi'e TMCONS %L W/ 2 t/4' Mon. EMEEOU 2 1/4 uin. Eu6EOUEM O 24' o.e. O 24' e.a. % WALL MOUNTING S '}/I6 - 1 POURED CONCRETE (1'6=3 xv Mw.) AEO'D.. 5116.0 TAPCORS XL W/J '( 2 1/a' M;n. EMDEONEM 0 BUILD -OUT MOUNTING FLORIDA MIMING COME (Non Wnh Velmhy HUNrkvae Zw ) O ]61T Tj1EC0 ➢iC °" Nautilus HotFLlg ShuMarSyetam LQft LC ra/zH/n (L E C 0,... mn EXPERT SHUTTER SERVICES INC. 1626 SW. OItMOpL 5TPEET POW V. 1MCE. F4 US54 R9C: (6il' 1 )49-%:b . IlY Q1O O�i9i0 n.a a 6Ham26awo wenxr ec. o. vvL •w 4mn n unv mx0•-tan. re OmP1-�v� ®y0W4Tea�w19 f� 1VL1FP A RN :. P.6 fllaiM Lt / 416J 17-244 Pl.�C9 i SM[R b aT ]0 , m.r, EMIINC 'AWO— EIM= MOOD Q/Iab iMCOxE n w1 tocoms n w/ TR11Ssm OR P)T1FA iF16R5 ON MiIE(E ] KNfl IAMN 1 t/Y Vn. PENSIMMY 1•+11tf0. ca I/fe.3/P 11w MADEX tN /6' OR 1/4W/4• Ilw BU.IOfM EYISDN➢ FYYJD 1. fb ReD.OEa' ➢ i. �ta .wy� k 1.O.tla605D• GI.Y. 3•.x11 /R• HEN WREV5 w/ 1•r2•al/a•�� 1El( WPM w/ USSES W MilflL Sf.IL wKHEF O ].' u rTrtD5 0R RlIfE4 SiEO. Ww 0 xt' nc NUuixW iIIDE I' ODA0.0�' fILYAVpED NVUSNu N& 1' OA.WAW' 0 24- D STfO Aowx O UN qa. Si[EL 4z"'O' 0 x.' es. e/tab TAKG6 n S/fe a Uf' /' n S w/ OENETMIlm w/ FENEiMII➢N / 0 Ss• R O N• .1. OR OR CONI S'.a' CCR 1!11R(1) 314- OR 11) TM' OR REQUIRED F[OU� NIADER SMa}N HHLDER sop➢ HEMM H , RELINED , o ROOMED 4 � R ME GEv�wau ] M pFucxc i M O"ERms i M 1 D ENsnnA R D E 8 4IX619W t Lt/Sa ¢SRN➢ E%SRIc teeioxDl j FleFktli (aEmx➢7 (meow) ] ASS �� (DE�ivs]D7 I dRl]Oq I i w y u f:) x•..- OR 1 saNwmx I FlnomR d p) 1'... cR I r ` (x) x ,s' OR I �wrt1•'awop➢ m aas t q x•.e• cpNr. am cu'n x-.a-mra. s�Q u'iss yO.C. wx. j M u)Ce QrtxOu RE0 sellm) u REamrED 5NQ 0 ID' I+ (P3� 3 1 %1 �j wp0'J 8iD0 (M 5p0DAL 01 VOCO S.C. �= Q, (� SNM EX NKHORS ] (V. sMffi 2.) (SEE SHEET Sp) e p) I ON ON St o ffamm [[ m ] m DEet m) 0/8 I 0/8 , �tLE . I 0/8 I 0/8 1 (1) z•.c• OR ANpxDRs I sEE NrzNccz I '' I (a1 ' I SCHEWIL I SCNFDUIE 1 EKE 0' CWT•FWO 1 ON R4[i xf Ewe 0' I aN Sx¢r n I 6 SNDOIV 1 oll.ho RECJA.E1/P , 1/x• p.wx' (SEE RHER ,l . A E x1.VJpas'KGrt. iNUM Ma1E ]O) E NW. M dES/la•. TA^CDNS nTMEOIIS MLzVS' ,Nn 0/8 IO/8 w/ x v1• um. oOaMN1 il'�1 ON0/8W e SS ' M191 x .P OR P Es4" ]'.P CR 1•. ' S'N' OR S' IwU06FYSfHNG wW0 ML NOOD LpM. IfOOO pISDtK PWD CONI. XCQD DEpy ROITM P m C1vSTx. PWD B'Jff04 PYIC ➢ECK OR BOLiOV RAILE SUgFEWWENCREIE yl8 F[W.RID DECK OR PEWFED NCRETEal/8REQUIRED .(SEE SHEET xC) REOURE0. (SEE SHED 10) B CONCM�SHOO (4L SHEET xQ) PEW:RED. (ER RLLTT 10)wR�RN WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING SUILMOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I-FiNti.G. WOOD BUILDINGS N.r,v .....•••... (E• �T 'p FLORIDA BUMMG CODE (Non &4D Ye1s6y 8urrimns 7us) * _.44167 LF * _ ➢1p,> Y [Ep �. Nautilus ° ��' ME C /1.h] ` sC Inut IEmxc a rNcwaRHxp CQYPAHa EXPERT SHUTTER SERVICES INC. ��,'.• •• p R_ d a o.no s via fraa sw. aLTUQRE s]REEt 17-244 (\ w� (zfpr�-gym , Ee. W+.wn-.4. PORT 5H. LUCG RE SHUM .S�ONALE�tttt fHYOWB) 0 Md: (�) 1n-XM..W m WFNO b �11 wNrtR w tort ,.. PAL P.E. SEK i'i E/MTE nOr p+t4.1 axRl Y vas i 17 h 16) 04'oc of F I oROJ X (SEE SCHEDULES ON sHFOs 17 h teS H r 04'a.c A ,/x•. W" D OR t/B'stP TRAPPED MOUNT SECTION 0-0 (PLAN) SECTION Q—Q (PLAN) ORIENTATION J1 ORIENTATION #2 WALL MOUNT END MULLION WALL MOUNT END MULLION (2) 2'a4. OR 2W STUDS I(SEE SHEET 20) MIN. 1/2' (2) 2-W OR 2'.6' STUDS (SEE SHEET 20) INTERIOR MILLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 S 1/1 . ,• w yn :ur L(Aj 0 t' o.G D as 2'• t/n' �% /B• suP FLUSH MOUNT WALL)A BUILD -OUT MOUNT SECTIONS 0'-0' (LAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ac 1/C. ,• Cf! 44 SECTION Q'-0' (PLAN) ORIENTATION #I WALL MOUNT END MULLION WALL MOUNT END R o ron m1Tm ¢+c. IL E C O"c.o EXPERT MULLION dl ty 9wri.n. 2 j mm, er Ec 1M•/u urt INC. 17-244 oal�v+c w SNaT a 0078 1/2" Uin. E.0 3 Min. ED. 3'-;I4 1/2' Min. ED FOR 318.0 CNN-W JNCRORS (•—y' W.,E.D.— FOR 1/4.0 SOUO-SET ANQRORS ' MITI. ED. t---4' V.I. E.D.--: -Rm 31WO NMVt BOLT R WMM AYCNORS / 1/8" Min. E.D F--3 1/8' Mm. E.D FOR 5/16'0 TWCON A ANCHORS �Ep6'[�.�SVHE EDGE OF r 5/t 6'0 TWCO E %L NT 2 1/4' wn. EU6EOMEM h 1'OA.0.060' CAV. j/ STEEL WASHER 0 24' / 4' Min PWRED RANCRET t 2• 0 0 POURED CONCRETE / (Pc-3 Km') S' Tin. F MOCK REWIRED 1, (1',3 5/I6.0 TAPCONS %L KQ S min. TACK REWUTED MI WMEENT @II. +WANNER 0M STEEL n 2' G O n I I xt o.C. a R I I n I u i n K n I' Nin, FOR BOX II WIND ZONE x 1-3 T ( e I u ._ 2' Min. FOR I t SEE STEP 3 ON SHEET 14 FOR SPECAL Rd `R ° WIND ZONE 1, TREATMENT FOR x1N0 $ONES 1 THIN) 3 i7� I• Min. FOR p �N 4 MO ZONE-•� Big SEPPRATGN TO o e 0 (NEE 5 NEDULES ONI A o 2" kT. FOR 11 o"j 0 SHEETS15�'c� W1N0420NE Y I D(iEIDOR y+ ° ' Nin. sEPAGLASASSS To S K snraisNmuus 81 (4) 3/8"0 CALK -IN ANCHORS OR (4) 1/4.0 SOLID -SET ANCHORS OR (4 3/8"0 K" BRIT TZ EMPANSNN ANCKORS OR (4) ANWORS4 PER (4 5/18"0 TAPCDN %L ANCHORS 1' 3' 1' STORM BAR CONNECTION, I SEE TABLE 2 ON SHEET 23 1-7(T,. TOP h BOTTOM) K E%1ERIOR x' 2•+2'.1 J0'N'-5' (W63-16 ALLOY) 2" G G AL) 1/4M 140 FA 510E W/ (x) 1/4 TO STO 4 IM ROEN 7EK $GREYS TO 580 to BAR TOP h BDTTWA) SECTION S - S BO% uAxnL sac4 n.0 pURLFO nllp A'Cgl INppR DETAIL A # 1/4" 0-20 OR. 3/8' 0-16 MXKNE SCREWS USED 40MTCl W/ 1/4'0 . 3/4" SCUD -SET OR 3/800 . 1 I/4' CA°(-W ANCHORS RESPECIT E Y SHALL BE LEFT TOGEMER W/ ANCHORS AT ME TIME STOMA BWS ME REMOvEO. (SEE DEE. A). EXIFAIDR (2) ANCHORS* PER D STORM BAR CONNECTION. rrSEE TAKE J ON'SHEET 23 BEMD �(Tp. TOP k BOTTOM) (2) 3/8.0 CALK-M ANgiORS OR (2) 1/4"0 SOLIDEf ANCHORS OR 14. (2) 3/a% WX RIOT TZ EXPANSION ANCHORS OR 1' (2) 5/161 TWCON XL ANCHORS 1• oR 2' Dam (6063-76 ALLOY) ® =M,Nt°M ANGLE EA SOE W/ S) 2 0 - (2) 1/4"0-14.3/4" IM JMLDE% TEK SCREWS TO STORM BAR Aa (RP. tGP/BDROIIa ( I (DP. mn/wIlm 5 (TAP. TOP h BORON) ° S o e SECTION S1- S1 /BDrt6u) z 1/le 4 um. /NON. i� POURED CONCRETE E.0 ED. 1 1/2'+1 1/2'+O.O6Q'+CONI. KWA E (1'c�3 ksy 5' min. THICK REOUORED / 5/16'0 TWCONS ILL W/ ANGLE W/ 5/16.0 UP60SS %L W/ 7 2 f/4' Min. EUDEWER O 24'x24 Ns. EMBEDyf O EWE OF SUBI POURm �,+pR IF`-3 A 6 APPWBLE a' Tw nit R[ab EDGE Or SLAB WALL MDU........�T'•, O AORICA&E ♦` � K" • VAS •'•;�9 FLORIDA BUILDING CODE (Non HpN P01oCity Eurrinn0 2AKe) t/2' Min. E.P. 1/x" Mla ED FOR 3/8'0 C0.N-el AYHORS I-3' MI. E.O. E.D. /Ce SOU*-Sfl AXCItIX6 -----L FOR 1 E.O. 4' Min. E,O.�MR 3/8"0 KNM MI TZ CIRWN MUNWIS ♦ >t' � •p j • 44167 i : ; * �: e eon ruEro wa Nautilus Ro31ANy Jhu Ral3y01am D ** m �Min. i/B' Min E.D.--•--3' 1/B" Min. E.D:-I•-fOR 5/16'0 TOPCON %L MICNDRS 9O IL E C O LMe. A7 EXPERT SHUTTER SERVICES INC. .u♦'•• P 3 , 1a �1\%_s'1:"n,fe:p"'rz".n TuuT rzsnxo A CNWKEl . COMR.I ,I .. NGe Sn. BanwRE mrtR POWV. 17-244 FLOOR TO CEILING 1 TRAPPED AND WALL MOUNTING: STORM BAR n '--'r/ NAL E���Idlll ® m" "°"` k. 3440M"-°°" SECTIONS V T�s "'E„'„A ;,,;; • smT , as seu6i 3/w . r P.E. SiA°/ Mn. E. Mtn. EDGE OF SLAB ff MPUCAA' Ey POURED CONtRETEJ I• (Y0 . ] Wi Min.) 1 n 3' E" Min. (HICK REO'0. p, L I, u v LISNNG� n CLASS U T. Mn. or o 30 0 yuU 1 �2f k yN IN I o� :o 0/8 or RR/8r SN X1 TIP NP/mmi EDGE OF S:ABI 6 APr'tKABtE Min. E Mn. E.D. OR (1) 3/rP KWIK BOLT TZ EXPANSION ANCNO @ END AND INTERIOR MULLIONS G & ORIENT NOW 81) AND ENO M ONSIG &.GI (ORIENTATION 12) FOR (2) 3/4-0 KWV BOLT TZ EXPANSION I' Min. E.D. ANCHORS @ INTERIOR UUWOn FD (ORIENTATION y2). EDGE OF SOB FF MPU� (06116 ALLOY) MOLE TB ALLOY) Alum. MOLE EA. 610E TS 3/4'0 ( BOLTS TOO MULUON4& (1) 3/4% MMK SOL TZ EXPANSIO ANCHOR W/ 6• Min. EMBEDMENT TO POURED CONCRETE GYP• TOP & BOTTOM) SECTION XI -XI W// (END & INTERIOR MULLIONI (Y// ORIENTATION B 1) (6'04 3 �1/2 ALLOY• p,� I (6061—T6 ALLOY) EXIMR Alum. ANGLE EA. 610E W/ BOLTS $ ]' ® rp MuwoN nlD & (�]/4•e KmK ear rz ANSION ANCHOR 0/8 Or W/ 6' Mln. EMBEDMENT TO R/8 or POOPED CONCRETE (Typ. TOP & BOTTOM) RI/8 r�l B- EXMOR X1 (Tm. TOPAWN) SECTION XI -XI W/ PpUPEp CONCRETE / K - J O I+mJ (END & INTERIOR MULLION) i a• Min. MILK RED'p. (W/ ORIENTATION A 11 LEDGE OF SV9 (8"X4� IF A CRRLE Kim E.D..�FOR (2) 3/< a 04K BOLT TZ E PANSION ERI Kim E.O. pNCHORs @INTOR MULLION ` (ORIENTATION 12). li•' Mtn. E.D. OR (1) 3/4.0 OAK EOLT TZ EXPANSION 11 I„i ANCHORS @ END AND INTERIOR MULLIONS II ©& 0 (ORIE3QADON 11 & j2) AND ` f'•-/ILL END MUWON GI (ORIENTATION [2) *? Ab. FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS (Gi OR SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/6 . T' 1 1/2'+ ]• 1 1/2' i-6— 3 KIQBGR 3'x3-0/2•[D'-6" a• D(IEkOR (61 ALLOY) A.. ANGLE EA. BIDE W/ (2) 3/4'0 TABU BOLTS.- 6• Min. EMBEDMENT POURED CONCRETE I. TOP & BOTTOM) ALTERNATIVE SECTION X1-X1 WALTERNATIVE SECTION X1-X1 W1 D 8 RIOR M ION W O I N TO (4'X6� 3'0NI/2"k0'-8' (6061-16 ALLOY) `/313b/2'A0'-8- (ECSI-T6 ALLOY) mum. ANGLE EA SIDE W/ 2) 3/4.0 Alum. ANGLE EA SIDE W/ j2) 3/4.0 THRU BOLTS f0 MULLION (aO�U & THRU BOLTS TO MUWON & (1) 3/4•0 KMK BOLT TZ EXPANSION (2) 3/4'0 "x 80LT TZ EXP 510N ANCHOR W/ 6• Min. EMBEDMENT TO ANCHOR W/ 6• Min. EMBEDMENT TO MOM CONCRETE M, TOP & POURED CONCRETE (I,. TOP & BOTTOM) BOTTOM) (END MULLION ONLY (INTERIOR MULLION ONLY ALTERNATIVES SECTION X1-X1 W/CGS (1Y/ ORIENTATION 4 2) (4.11 BOX NOT SHOWN FOR CLARITY @ 2017 TLi = NC ECO11N@. Ok Nautilus LG RPDTeg S&PWOTtyarouv m/x./1> EXPERT SHUTTER SERVICES INC. 17-244 mtl . Len. ED. —(SEE SCHEDULE EDGE OF S2A8 6 IPPUG9tE I 0/8 or= R/8 or i R'/8 (M. EDGE OF SLAB Min. ED. M APPI.K/ ,—(SEE SCHEOOLE Min. ED. (4) ANCHORS ]'AYPI12'AO'-4- 2' _- SCHEOVLE f1) (SEE SCHEDULE 11) (6G61-T6 ALLOV) OSEE VAAWY©(MTEMW) h©(FND k ROERea)TRA➢Pro MERCEIIMx110NS EEO_ OF RA9 J' NOm. ANGLE EA ]• I SM OOERED IN SCIRUAE 1W FOR NSTAUATKM CASES L IF A ITON SlW V APPLICABLE SIDE w/ (2) 1/2-p a I I THAU BOLTS TO NUWON PM LOW. INWDN SRACMG Na SPAY WVW XN] CO AFPIYRI'M w1TN EGOS Ni'NWW OS1 - RESUP.M. G 4' IXIEPoDR kv JLSO. B FE PABNC, P.F.I. VA»DUU AUD. SN D. 1 I W WIW S twG, m CONCRETE 6'AO'-B' I OR AD. SEE SEIEDLRES IN A 12 FOR AOpMONLL SPECS. SEE12'S IOULEV (rLPOt-0 � 0 YSi LE (061 T B E)1F18DR SEE SCHEDULE ft. SE # LE EA. NYm. ANGLE FA SLUE Mum. 11/2' G 7 I6UAp1 arE h - RFSDDRVL AND /REWCARON EIAB PML BOLTS)TO/UIIWGNN© 1 1/2' MCOUMERCA.MN m IUPPYLW A�OLD ACNG. PE P/.n:AL 8'-0' B. SEE SEEOLMES fl k 12 FOR ADOR OK SPECS U/8 or R/8 or R'/8 X1 (". TOP/Dan" (SEE SCHEDULE iED CONCRETE = O kFi Uirti), SCHEDULE ft. FLOOR TO CEILING /TRAPPED MOUNTING: MUWONS (GC] OR fb SECTIONSMM (G ALTERNATIVE SECTION X1-X1 W/ ISWmDL OCE D - COWERCVL MIKODBR FOR i100D P.. VAnwV ASA I I/2' DENO FFZMRE PATNG, V-O' mm VUDNN (4'x6' INTERIOR MULLION ONLY W/ ORIENTATION # 2]) 1 1/2. �a (E EGNEDmEs fl N f2 FOR mBmavu (SEE NI- @1E 12) 2 Y2' JERNATIVE SECTION X1-X1 W/ C� ' INTERIOR AND END MUWON W/ ORIENTATION 11) M (4'x8' INTERIOR MUWON ONLY W/ ORIENTATION # 2) ALLOY) Num. SUE W/ 2 9 mn TO a OF SLAB G1 ICA9(E Z (4) ANCHORS (SEE SCHEDULE f1) I,I I(4A INTERIOR AND END MUWON 0NLY,.W,A03R)1:NKNWjf-!)I Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS •O scue 1/g� . r e i • SIDE RAIL @) AND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 E SS MN, g1AB TNICRN[5p Av[NOR lIP[ 6 SQ[ (RP. TOP Q gO1T0Y) � � PEO'0. NBEO EM ANHOR IUI Ne HM-H SLPEw 5 J/g•R FDAW FASTENER MT mmmcR FME@& 0 (mmOR) WLLXR6 21/2• g1/2•NTATON 02. Ln MO HUS-H SCP h 1/2.0 POWER FASTENER fi0U ANCHOR Fpt� (END 6 MIEPoDR) YULDN ]•MNYW h. P1/2-.Ln MG MK BOLT T] My FOR©h 0 MRROR 0IE MWf2)k0(ENDYLRUONW/ 21/2• S1/2•% M../ T HOS-NSOR 41 PPO FAEENFR (W/ NIWOR FCR D ! (ENO On INRROP ]•) W/ OIUERAfIONS P OR f2 1/2.0 Hun MC WK BOLT TZ OMT FOR G R WIDOOR WU 4 w/ O AtW 12) Y 0 (DUD u ox w/ ] +/A' ] 1/]' alrzMmoN ryl. v D' 1/2•0 MLn Mc HIES-N SCREW OR 1/2l Po rAS2NEN - BOLT ANCHOR SEE • NOTE ON5� I'v �O-AN, li IINR) FOR DO N WFEMOR YYIlA'v5(Jh l'Y / OR2M.ATKWS SCHEDULE /2 IHsTAWnOH M CENES MMOR ME & S12E1(1TP. TOP a, GO=q VM, ANCHOR CN"M6�FOR DEED,R[00. CYB[OY[M � 4 4 • H 4• S/B•0 HRPI MD HVS-N SMNEw A SM. POWER FASTENER 2 1/2' 7.7 E-BOLT AMOR FLORIDA BUUING CODE (Non High Ydo ty Hum; 2 ) 02017 nrzm lM'. M Nautilus R011leg$AWNerS)Sfem m�I2 IL E C 0 FMO. EXPERT SHUTTER SERVICES INC. Fnxo W EWc�xEERMg covPAm Nw Apr%�fn.F 1626 SW. Rin.OnE 6iRLT 1/-244 I IV PoM 9. LVCIE. R]A964 I '-'DEB-maMmg�T� »oc mo) T.v-m.. Fne m» n1-mn s.•vW r � sxm Imm2W p w.Tlw A RRur . v.1: ncROA Lt. 1 wmP 2%MULLION DEW141/8• Cont. ALUM. \ TUBE (TOP 8: BOTTOM) W1 1/4-v.3/4' Dw 6U4Ex DTER SCPOsS \ �5/16.0 T P ONS XL W/ 2 1/4�w/ i• O.D.x0.060- GNIVANIZED SUM Min. EMBEDMENT O 24' O.C. wmmER O 24" v.e. EDGE IF APPUCABLE� / T - — — — 4• EDGE IF APPUCAGLE CONTINUOUS POURED \ 7 3/4' Min. E.O. 2, 2' — T CONCRETE (fc n 3 im Mn) 10' I 7 3/4• M n. E.O. _ Z' , 8• M'n. THICK ROb. 1 2• 2 ea,ENO CAP i POURED CONCRETE / I (fc 3 Its' MIn.) POURED CONCRETE Win.. ED. \FED. E0. 8' Min. THICK REO'M EXIDGO(( (I'0 - 3 ksi Min.) A• DRO80(I 8• Mtn. THICK REO'D. EXm'R r„ G@OR G1 ° I 2° G OR© s• 4. G OR© $� ® p f ® 7 3/A• MIn. E. 2' . 0/8 or . Q 8 or 7 3/4• Mi E.. z _ _ / U•x4&3/8- R $ pf s•.Px3 8 (6061-T6 AMOY) (6061-76 ALLOY) o RR /8 r A I R./$ �— — —7 1 um. ANGLE E0. SIDE. EDGE IF MPUCABLE� aom. JINGLE u. ME. o EDGE IF APPLICABLE ° min. I I D (WALALSO IMOUNTEEDD SSHIMTRAPDMMOUNTED SECTION X2-X2 W/ CGi OR (G�• ALTERNATIVE SECTION X2-X2 W/ (G� OR (G�s ?= G` I PER SECTION R'-R' ON SHEET 8.) ,(END & INTERIOR MULLION) ,(END & INTERIOR MULLION) $ n (N/ ORIENTATION 8 2) tet \ � I fN/ ORIENTATION 6 1) 4 x6" or 4°x8° \ +/i6\\\ \ c° 'sue Min. ED I'' 1 1/2•xl 1/2•%D.D62•xDDNT. PLUM. (6"%4° Or 6°x4'� 7 3/4• - t ANGLE W/ 1/4•ox3/4• INI BUILDER MIN, E.D. TEK SCREWS O 24' o.e: TO TUBE. �-I C I 1 1/2 j • SIDE RAILQD NOT SHOWN FOR CLARITY 7• OMWUOUS POURED I 10' CONCRETE (re - 3 to Mn � I i i 8. min. THICK REO'D. \ X2 Dn. IW/AOIIW) 1 1/2• ; , I/2• Dm. 1W/@DDOIB 7 3/4• \ On•x3/8'x0'-10•(6051-T6 ALLOY) A!". ANGLE ,' f�iA. TI/'• MIN. E.D. \ -EO- EO Wl EA SIDE w/ (2) K BOLT TTZ BOLTS TO MULLION ,�I �P ; •' C •"•., •�9 FLORIDA BUILDING CODE (Nm High Velocity Ehn knine tam) \ h (SI 3/A'0 2) BOLT H MANSIONOLT ANCHOR \\ \ W/ 5• Min. EMBEDMENT TO POURED CONCRETE ,I C 070n yUFm xe •• M.On WALL. (TV. TDP k BDDOM). i No.44167 '• Nautilus E� EDGE IF MPUCABL£ *' 7�' '& a 2ionTRIJ SAMnoi$rlmm �m/1x WALL MOUNTING, MULLIONS (GG70R (3 q'.,^ "— �L ECO INc. an POURED CONCRETE WALL ' 9 •. yW, �C nwT I.N. a a�wccx�xo <o°x.xr EXPERT SHUTTER SERVICES INC. SECTION W-2 -d4<' .,iS .fir-E`�° "=�$v`,-lw.x`:"' r Iuu.. Ie2c s.w. 6alwwE smitT 17-244 END & INTERIOR WALL MOUNTED MULLION INSTALLATION S/0 E��'fill, �4�eO 9 pM `�° ° `" " 6"' ° ou.on wnrzA A t¢vf a. PG sxm +1 ar>a SCIZE: I/8' i• P.E. SbcyanuT /OAiC fL0a0x Dx. 1 u+ai •n I I p Iti1/2' � (rc = 3 w Mn) N F 6" hUn. iH1CI0.ESS \ s zi I n Go ® n D/8 or n R/8 or eeiis R'/8 " 2 4 In -T— n .n 3 T H 4DtAM55 1 tan S n 7 I/V 'IN. E.O. J 1/ab+3/1' RW SUILDU WK SOIM zl/8" Cant. WA6NER D I O w- OXWAV2ED STEEL & BOTTOM) IV/ EDGE IF APPLICABLE — 7 1/2' Min. E.D. T EDGE IF APPLICABLE r --- _ 7 1/2" Min. E.D. 4 POURED CONCRETE CONCRETEksi Mln.) (t'c - } ksi Min.) POURED ( 6" Min. THICKNESS EXIERIDR / Q. = } a. REO'D. \ 6" Min. THICKNESS REO'0. 2' G OR © 2' CI 4' CAP G@OR G1 EXTERIOR 7 1/2' Min. L&— x a1a11/C (6061-T6 ALLOY) EDGE 6 MPLIC0.9tEJ7 Nam. ANGLE FA SIDE, ALTERNATIVE SECTION X2-X2 W/ n OR W (INTERIOR MULLION) (W/ ORIENTATION S 21 /tl or (4"x6" or 4"x8") /8 or R'/8 (WALL MOUNTED �SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1 1/2"x1 1/2'x0.062'.CONT. ALUM. ANGLE W/ 1/4'0.3/4" ITV/ SUILDEX TEN SCREWS 0 24" o.c. TO TUBE. 7 J .'ED COMINlXX15 POURED EO�EO-i�414'zi/a'zD'-6'C6061-T6 ALLOY) Nam. ANGLE E.D. C0.NOTE@ (rc • 3'6� EA SIDE W/ (2) 1/2"P THRU BOLTS TO MUWON Mn) 6' Mn. TIEOWESS\ & (2) 1/2"e K',NX BOLT TZ EXPANS[ON ANCHOR . IEO'D. V\ W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE WAW (TIP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS CG7 OR POURED CONCRETE ALL SECTION W-2 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS' souz. i/e - I" 7 1/2' Lin. LD. — _ i l.4'.1/P (6061-T6 ALLOY)) um. ANGLE EA. SIDE EDGE V APPUCABLE ALTERNATIVE SECTION X2-X2 W/ (Gl* (END & INTERIOR MULLIONS) (W/ ORIENTATIONS 1) (8'x4") O SEE MAXIMUM(g)(INTERIOR) & GQt (END & INTERIOR) WALL MOUNTED MULLIONS SPAR COVERED BY SCHEDULE 20' FOR INSTALLATION CASES 1' & H' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): INSVIL ATICN GLSE V - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH =(30.8 p.s.1. 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. INSTALLATION CASE 8' - COMMERCIAL APPLICATION FOR 2100.0 p.s.E. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. RAIL () NOT SHOWN FOR CLARITY 020,7 n1i[CO eb:, IL ECO D1�119 RDbM I!e i M167 FLORIDA BUILDING CODE (Non Eon Veto ty Hunfmne Soso) Nautilus RPLTny SAMDm Syabm 0/2.7Y7 an PERT SHUTTER SERVICES INC. I626 se. &L1RpRE sDUT PoP, Sl. LMCLL'. R N98a IwQe f¢'Al 1a9-9i:0 , f.Y Pm e.l-mn 17-244 IWAAM SM(T I IAy9a T Wn. Ell " Wn. E.O. OR (1) 3/4'0 Mg BOLT Tj EXPANSION ANCHORS O ENO WWON 0 Y01'al/2S0'-4' (ORIENTATIONS 01 h 62). (6061-16 ALLOY) Num. , V 2' FOR (2) 3/4'0 KINK BOLT 12 EXPANSION ANGLE G SIDE W/ (2) 3/4-0 7HRU BOLTS TO Min. E.D. Min. I'D. pNCM0R5 0 INTERIOR MULLION la MULLION III3/s o (0 ENTATION Fit).KIWK BOLYTE E(11 ANSION ANCHOR W/ 6' Min. OG£ OP "�LtB {,EDGE O�F SUB EMBEDMENT TO POURED IAPlICl9LE /,It1 f /r1 11/I GI AFpuG CDNGRETE (TXP. TOP h BOTOM) G2 7' DODUOR (C. - CONCRETE ° 8' Min. THICK REO'0. o n I t n n 0 " r R —� E%IS,iNG� r--4' GLASS ,• SECTION X3-X3 W/ Min.G2 (END MULLION ONLY) IXfEPIOR VI! ORIENTATION 1?1) 1 I " 1 P (7"X4°) n L 3• r IIr Q /e L o n 4• FXIDtIOR awj m I GZ G2 1 1/2- (T7. Tw/eoncM)'n (RP. Tm/fiono+4 ° POURED CONCRETE PP 3 MI Min.) /yJ/ " Y t• 3 6' Min. THICK REO'D, EDGE OF -SLABjEDGE OF SIRS ,F APPLICABLE IF APPLICABLE FOR (2) 3/4'0 WK VOLT T2 EIPANSION Min. E.D. LAin. E.O.— ANCH RS 0 INTERIOR MULLION O ORIENTA7KIN }2), I` Min. E.O. ' Min. ED. OR (1) 3/4.0 K24K BOLT EXPANSION Q,�Q ANCHORS 0 ENO MULUOM (ORIENTATONE 11 k /2). ` } FLOOR TO CEILING TRAPPED MOUNTING: MULLION G- 3 q SECTION W-3 3 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8' - I' P_E, 3'.3'.1/2'.0'-7' (6061-T6 ALLOY) G3'X3K1/2'AO'-7' (6061-76 ALLOY) Num, ANGLE EA SIDE W/ j2) 3/4.0 TNRU BOLTS TO IAULLION k Alum. ANGLE EA, SIDE W/ 12) 3/4.0 nIRU 00LT5 TO MULLION E;�i2c L• (1) 3/4.0 MW BOLT R E NISIOM (2) 3/40 NWIK BOLT 12 PANSION ANCHOR W/ 6' Min. EMBEDMENT TO ANCKOR 4Y/ 6' Min. EMBEDMENT TO POURED CONCRETE (T,% TOP k POURED CONCRETE (Typ. TOP 4 BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) ALTERNATIVE SECTIONS X3-X3 W/ G- (WJ ORIENTATION 8 2j . " (4'X7') • RAILQD BOX NOT SHOWN TOR �KkT/(Uj�•_ JCE9Sf •. ➢ =. 510E ANO CLaam. _ - FLORIDA BUILDING CODE Mon RM VO #YIVT emn RlTKO px. Bumfcmlc 2n mux Tm 1S man? nrz I7-244 . 12 o. Him E.D. I (SEE SCHEDULE ® �. X3 (m. TDP/BDGa)� IE' ED. 17SEE SCHEDULE B1nEDIE OF SUB .CL fcP�1U&E � f V �PoURED CONCCRETE SEE sct-tm E #I. G3 0(1E"OR X3 pTP. tQ /BOifOQ ALTERNATIVE SECTION X3-X3 W/ Vd� « (W/ ORIENTATION & 2) (2.0- INTERIOR MULUON ONLY) ED CONCRETE • 3 kat Ms1' SOHEDUtE 81. e SIDE RAIL (D� AND BOX NOT SHOWN FOR CLARITY. SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE Ib' FOR INSTALLATION GASES I, Is & R ON SHEET 25. (LIMITED LOAD, MUWON SPACING AND SPAN INSTALLATION): INSTALLATION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MUWON SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTAIATION CASE IS — RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.1. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTAIATICN CASE R — COMMERCIAL APPLICATION FOR ±100.0 p.s.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8''-0', MAXIMUM MULLION SPACING. SEE SCHEDULE #1 INSTALLATION NIL' SllE3 THICKNESS ANCHOR TYPE h SIZE MIN. ANCHOR MIN. EDGE DISTANCE FOR CASES REO'D. MP, TOP h SOTTOM) EMBEDMENT ANCHOR 3/8'0 HILT] INC HUS-H I 4' SCREW. 3/B'0 POWER FASTENER 2 1/2' 5 1/2- WEDGE- BOLT ANCHOR 4- 1/2.0 HILTI INC KWK 2 1/2' 5 1/2- SOLT TZ R S- /2.0 IDLTI INC KWIK 3 1/4- 7 1/2- BOLT T2 EOLE a< SUB I IEOOE OF SUB 6 /AlKA9LEl P APPUCAEIE Mm. E.D. Min. E.D. (SEE SCHEDULE pri SGHEWLE 11) FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 T1wl�'. SECTION W-3 �OyERA• ••••"., 1A'',V` •'••••� 9': RORIW SUILDMD CODE (Non Nql, Velocity Rurticane 2aT) No.44161 T a Nautilus " INSTALLATION * *,`:5 E C O Ro81ng 57wHer3yeTOm drys/1T wrt Q INTERIOR TRAPPED MOUNTED MULLION �7= EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS /•' k1 ;90 c ,(UR e:.' �: TTvmlm�-OIDn. re, Wlin-mlM•r� 1e]e S.W. SttupN[ sIRRi PORT s1. wm m Um 17-244 mnnnG ti ® ' $GLE 1 - T• t1111Y -' y47iRTE.p' ._ `bra"uto. $,e°;' L i { a I D X4 CONTINUOUS POJRED---� CONCRETE (T c - 3 Id Mn) B" Mn. THICK RDVD. a T" CONTINUOUS POURED CONCRETE (rc = 3 W 8" IS, TRCK REO'D. R 2'xUU ON D PTHx1/8' C00t. ALUM. TUBE (TOP & BOTTOM) W/ t/4•o.3/4• ITN BLI 5/16"0 TAPCONS XL W/ 2 1/4' yT/ t' O.DnO.OW' Wn. EMBEDMENT C 24' o.c. WA¢IER O 24' e.c. ommm Ill Sa=. AAY BE LTL MOUNMO SHOWN, INSTALLED TRAPPED M D SOMOUNTED PER SECTION 0'-0' ON SHEET 8.) DTERIOR 'i 1/2'xi 1/2'0.062"xCONT. ALUM. ANGLE YI/ 1/4'0X3/4' TTW BUILDER TEK SCREWS 0 24" 0.e. TO TUBE. 1 1/2' (T(r`. PARmTWI 1 1/2" \ 11 1/2' DIP. rW/CCNW) 3/i \ 4'x4'x3/8'xD'-10"(6061-T6 ALLOY) Al... ANGLE EO EO Cx SIDE W/ (2) 3/4.0 THRU BOLTS TO M=m 4' & (2} 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR EMBEDMENT TO POURED CONCRETE EOCE IF APPUCASLE WALL, {iYP. TOP & 80TT0M). WALL MOUNTING: MULLION i? POURED CONCRETE WALL SECTION WA END & INTERIOR WALL MOUNTED MULLION INSTALLATION scut: 1/8' - f fffff�iBN�ILL' J41,UiPPI 9 3/4' Min. E.D. POURED CONCRETE (T'c - 3 ksi Min.) — B' Min. THICK REO'D. 3/4' Min. EA, N 8'x450/8' (6061-T6 ALLOT) um. PNClE E0. SOE. 1�-- 1 EDGE IF APPUCABLE7 SECTION X4-X4 W/ (END & INTERIOR MULLION) (VI/ ORIENTATION 9 21 (4-0T ) • SIDE RAIL@ NOT SHOWN FOR CLARITY a m 3 CONTINUOUS POURED-D n CONCREEM (rc - 3 4w MA) ��. 8" Mn. THICKNESS $ n FEUD. � a a G� a " a �.�+ P ENISflxO c $ W cuss ,I u u� Na u z 1 QN �w s Q-%8 T. \\z Min.. ED\ .B (m. TW160PDW 3 2'xMUWON OEMHxi/8' Cont ALUM. TUBE (TOP & BOTTOM) W/ 5/16-0 TAPCONS XL "1 2 1/4• Min. EMBEOMEM d 24 o.a. i ( 1 ka'd BUIL)EX TEK SCREWS 0' MWNMED STEEL O.S. (MALL MOUNTED SHOWN, MAY DBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET EL) i 1/2'xT 1/2'x0.062'xCONIL ALUM. 'ANGLE W/ 1/4"0x3/4" ITW BUILDER TEK SCREWS O 24` n.c. TO TUBE. 4 S/B' 1 \-(2) 3/8"0 KOK BOLT TZ EXPANSION ANCHOR MIN. E.D. W/ 2' MIn, EMBEDMENT TO POURED CONCRETE WALL. (T(P. TOP & BOTTOM). EDGE IF APWCABLE CCNTINUOUS'POURED CCNCRm (rP a 3 1d Mn) 8" Mn THICKNESS REDO. WALL MOUNTING; MULLION a POURED CONCRETE WALL SECTION W4 INTERIOR WALL MOUNTED MULLION INSTALLATION BLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTAI SCALE, i/6' 1' EDGE IF APPLICABLE 4 3/8' ODNBNUOUS POURED CONCRETE (re • 3 til' 8" Mn. THICKNESS REO'D, 3WR 4 3/6' EDGE IF APPUCASLE_/ SECTION X444 W/ G3 QSEE MAXIMUM .Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2W FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE V - RESIDE14BAL AND COMMERCIAL APPLICATIONS WITH t60.8 P.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE WJ HILT] INC HUS-H OR li POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE IV - COMMERCIAL APPLICATION FOR ±100.0 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATNG, 'B.-O. MAXIMUM MULLON SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. I1'0!;rf4jT4 Q TIL SIDE RAIL Q NOT SHOWN FOR CLARITY V 3P ,•'"DENS ' A FLORIDA BUILDING CODE (Non 4qh 91lodty Rurtiwna 2.onej No.44167 * fi J • 9�••• \\ 6\ AA • l" •••• 11 "-"ts/ONAl4�di1 n391iUnOONP rIY EC V INC. Rllli 1C9TINPA MP�NECRINP COUPANY U° a:'.�°Iw"un('m�b41"-+ar31u eanwi YNe<onadwn cs-aooeTro w1llOt A ALLrt h. PL. ROAmA tie 1 4.re9 Nautilus ROWn958ndar3)afam a' m/xR n.,< EXPERT SHUTTER SERVICES INC. PA V, XXI ft sr0" PORT ST.. LUC2. R. 319N aw.t�+.s-oma.lAc ma .rr-ocoa 17-244 � � SNRT iSC nC 30 P.E. S St�DQAf E/MiE . STEP :OBTAIN JOB SITE'SA.S.D. DESIGN PRESSURE RATING(P.s.l.) FOR THE OPENING AND DESIRED SLAT SPAN'L' (M TO PROTECT IT (SEE GENERAL NOTE 42. SHEET 1). STEP 2: ENTER TO CHARTS (Ia, Lb & Ib' THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN W SLAT SLIP On), ANCHOR TYPE AT SID RAILS; A.S.D. DESIGN PRESSURE RATING (0•s.G); THE REQUIRED MAX SLAT SPAN "V ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER AS.D. DESIGN STEP(1)ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Lwa: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12' SLAT SUP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Is: PROVIDES SEPARATION TO GLASS FOR PRODUCTS WIC OR W/ STORM BARS (SEE STEP 4). TYPE, A.S.D. DESIGN PRESSURE RATING & SLAT SPAN ANU UHIAIN MNLIMUM ANUrnm srAU-- (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1, MINIMUM 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 SHEET 22 Wf A.S.D DESIGN LOAD ; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPUCABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B &C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 46: IF MULLIONS ARE USED BUT WIO STORM BARS I. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL BEBASEOONCRART is ONSHEETI5. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES 1s THRU 2cON SHEETS 24.25 & 28 W1 A.S.D. DESIGN LOAD ; MAXIMUM MULLION SPACING (MAX., 12. 8' OR 71, AND DETERMINE MAXIMUM MyyLUQQN SP N (HEIGHT) W) ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN (2a}.CG, .9 8 ). MULLION TYPE & 3. SEE SHEETS 10, 10A, 11, 11A, 12,12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP 9 CONC EOTTTM EO RFAOR FLOOR TO GIVEN MULLIONILTINPGEPRED�0R4}W(LL MOUNTINGS OF MULLIONS INTO PROCEDURE 4c: IF BOTH STORM BARS & MULLIONSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULUONSARE USED SHALL BE BASED ON CHART le. ON SHEET 16. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2. ENTER TABLE 1 ON SHEET 22 W/AS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN HEIGHT). SPACING. 4. ENTER SCHEDULES is THRU 2c ON SHEETS 24.25& 28 W/ A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX.. 12'. ITOR 7). AND DETERMINE. MAXIMUM MULL�LIIOSPAN MULGION TYPE&MULLIONTTWE ERPOLATION IN BEEN SPACINGS ,FOR AGIVEN S. SEE SHEETS 10, 10A, 11. 11A, 12. 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING RAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORA, MULLION TYPE (G:G 8 ). e PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 &21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME'. STRUCTURES. *S •`JGCryf "•.. �+ FLORIOA BUIDINGCODE (Non Sgh Velocity Wicano m) *I A: eawe. IME COLNc. nwr rzmnc a cxciccalxo mxeun xa c�,a n v,x w�iWsm.•u»: Fa r Msmr,-,oi e-,roro •udn iSLLRF A N bL INautilus Roui g36u1(or3yahm w*No.aais% a< • 9p': ,1 "ki i r(�P d 111 .SfQA1ALTT. .11�115 EXPERT SHUTTER SERVICES INC. I61d n.x. s is snap GWR S. LIAR', R TREU inA •n-ora .nwe: mU "R;f 2 17-249 w'.vue xa MAIL SLAT PERFORMANCE CHARTS Ia. Ib. lb' & Ic; (ONLY VALID FOR 112" SLIP) CHART I8 CHART Ib USE MK BOLT 3 ANCHOR 5118"0 TAPCON XL ANCH nMRPn CONCRETF If m FCtmm' gp; lgip } (4L q10 } OR CHART Ib' Asa.Lm 5116"¢ TAPCON XL ANCHOR TD a —rum cell eavcRL1E >u>rM AN NA%. SEAT SF (FT) nn0-ovr ml 1M© rzuL MWNT 1PIf4Tn Ya1R1f euAO-our TIC aul Ydt CHART IC USE UMM POSIM ASA. LOW YNA REOUIRED MIN. SEPARATION TO CUSS MEASURED TO HACK OF SEAT (in) A0.0 iq.0 Hill; 9'-1' 8'-1a' 6-11" 8"-4' V-2' 7'-6 7'-3' 9-1- 6'-10" 1-0 ]'-8" 0-n - - Y-IO' - - - - - 1' 1a" 8' ?" 1; 10' 8' ]" 158.0 8'-3' 7'-f 0' ]'—a" 8' ]' 180.0 87-0" i-e" 8'-1a' e'-0' ]'-I' - 7'-S" - - - 1' la' 6" 7' k NOTES, 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 8 IS INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EMSRNG STRUCTURE WITH %8"0 KWIK BOLT 3 ANCHOR OR 5/ib'¢ TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND BUILD -OUT MOUNTED, 3, MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. FLORIDA BUILDING CODE WALL MOUNT SLAT SPAN RANGE 9EL PpAlm UNIX (� 0'-4' t > 4'-5' t > 5'-6' t > 8'-7' t > 7'-9' t > 9'-12' t > 12'-i6' t > 16'-20' t a w.0 9' 9° 9' 9. 9' 9' 9' >31-40 9' Go 9" 9' 9' 9" 8` >41-60 9' 9. 9' 9" 9' 7" 5 5/8' >61-80 9" 9. 9" 9' 8" 5 5/8' 5 5/8, >81-105 9" 8' 9' 9' 9' 6 1/2" 5 5/8" >I06-120 9' 9' 9' — >141-160 9' 9' 9"1 T T 1— TRAPPED MOUNT ". • SLAT SPAN RANGE P TW umm(pi 0'-4' t > 4'-5' t > 5'-6' t > G'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t s ]0.0 9' 9" 9' 9' 9" 9" 9" — >31-40 9" 4` 9' 9' 9" 9' 9' >41-60 9' 9" 0' 9' 9' 9' 7 1/2` >el—eo— >61—t05— — — >106-120 9" 9' 9" 8 1/2" 8' >121-10 9"S. BUILD -OUT MOUNT SLAT ~SPAN [o] t ATE: MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEE EXCEED MAX.. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. w SLAT SPAN RANGE OEM PFSSgM n-4' t > 4'-5' t > S'-6' t > 6'-T t > 7'-9' t 9'-12' T > 12'-IV t > 16'-20'.t {pP E E E E E E E E E E E E E 9" 9' 9" 9' 9' 9' 9' 9` 9' 9" 9' 9' 9' S. 9' 9' 9' 7 3/4 T T 5 5/8 >3I-40 9' 9' 9' 9' 9' 9'177' 9" 9' 9' 9` 9' S. 9' S. 9' 7` T 6' 5 5/81 5. 5/8' 5 5/8 >4t-bo 9' 9' 9` 9' 9" 9`9'9`9'`9''' r 7 1/2. 6' 5 5/B 5 5/8' 5 5 6' 5 5/8" 5 5/8'>61-60 9''9"9' 9`9'9'9'9'9"9' 9"7" 5 5/e 55/8 5 5/8' 5 5/8' - - - - >91-105 9"9'9'9'"''''6 1/2 6 3/4' 6 3/4' 5 5/e 5 5 8 5 5/8 - - - - - - >M-120 e' 9'9"9"9"9''e" 8' 6 1/2 6' 6" 5 5/e 5 5/8">121-146 9' 9' 9"9' 9' 7 1/26 1/2' 8" 8' 6' 5 5/8' 5 5/8" 5 5/8- - >141-160 9' 9' 9"8"8`6"5 5/B 6 3 4' 6 3 4' 5 5 8 5 5/8' S ,-'-' ,,., - - - - - - - - M. MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W/ 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD &.SLAT SPAN RANGE WALL MOUNT }mm SLAT MAX. SLAT SPAN FOR A ~SPAN—i GIVEN A.S.D. DESIGN LOAD [o] SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART SLAT SPAN DEFINITION ON SHEET 15. it TRAPPED MOUNTmw BUILD -OUT MOUNT •: +•" �*/Y~•'•y ,tt1 ✓ " ROBIDA BLAMING CODE (Nan Bap Yelocity Rur6nne 7nre) Nautilus 9 * A RotW93'AORerSyatem aa/'jgv p i �j! �L ECO LMC. nurc mrn.o a cnccmaa co�a.w. art EXPERT SHUTTER SERVICES INC. �'�t�'•;'D( n RDP,,:t S/ wx,. WaW . turm,�-ru.. u:: oum*_m ne s.n.eumrtc sam 17-244 i ..... N" Id -(�� AL Et1 d ,-maatxecooed.mm ra-mae»n ram st. uma. R. 5tse. ..¢ lem tw-ttae, rp, m) etr-eew vweoc A. sxm n ar as P.G s`EM.JBrSFA flE/OAE WN.RA A IILLn >. PC. �� Asa. SLAT SPAN RANGE uvan � 0'-P } > 4'-5' } > 5'-8' 1 > T-9' } > 9'-12' } > 12'-i6' } K1/2' Asa SLAT SPAN RM)GE atmt rAracfrA 0'-{' 1 > {'-5' i > 8'-T i > T-B' i > 9'-12' i > 12'-I6' 1 > IB'-20' 1 s Sa.0 6' 6' 8' 6` 6' 6' S 1/2` >31-m 6" B' 6'fi"6'St(2'4t/2` E3/4' 4'6`6'6'43J4"13/4'33/4'4'33/4'31/4S 3 3/4' 3 3 P - Asa SLAT SPAN RANGE 1 > t'-5' } > 6'-6' 1 > 8'-0' i > T-6' } > 9'-72' 1 > 12'-t8' } > `t 6'-20' } E E E E E E E E E s 30.0 6' 6" 6' 6' 6' 8' 6" 6' B. 6' 6' 6' 6' 6' 6" 6' 6" 6" 5 //2' 5 1/2' 4' 1/2' 4' 4' 3 3/4'. >N-40 6' 6" 8' 6' 6' 6' 6' �6' 6' 6' 6' e' 6' 6' 6` $' 6' S" 4' 4' } 1/4' } Sfd' } }/4" } J/4' >at-aD 6' 6" 6' 6' 6' 6' 6' 6' 6' 6' 6" 6' 8' 6` 6` 4' 4" 1 J/4' J 1/4" } 3 4' 3. 3J4' - - - >6t-89 6' B. 6' 6' 6' 6' S. 6" 5 7/2, 6' 6' S' S' S" 4' 1 1/4" ] 3/4" - J 3/4' 1 3j4' - - - - >et-t05 6' 6' 6" 6' 6' 6' 8' 6' 5 J/4 4 1/2 4 1/2 J 3J4 J J/4" 33/4' 3 3/4' 3 }/4' 3 J/4' - - - - - - - >1o8-t20 6' 6' 6' 6" 6" 5 1/2 5 }/4' S }/4 < i/2 4 tJ2 4 l/2" 3 3/4 3 }/4' 33/4' 3 3/4' - - - - - - - - - >II1-ts0 6' fi� 6' S" � 5' 4' 4 3/4' 7-3 /4' 4 } 2 4 i 2 } 3/4 3 1/4' 3 }/A:- nbt-t6D 6' 6" S' 4 1/2' 4 1 2' 3 3/4 4` 4' 4' 4' - 3 3/17' - - - - - - - - - OEMSLAT P RNIGE ("f.) SPAN RANGE 0'-C t > 4'-8' t > 6'-6' t > 6'-0' t > 7'-9' t > e'-12' t > 12'-16' t > 16'-20' t 4 1/2" 7" 4 1/2' - >41-60 8' 8' e' 8' 8' 4 1/2" - - >51—Ho 6" e' 7 i 2 7" 5 1/2' - — >51-tos 7 1/2' S.- >1o6-1ao 8' 7 1/2` 6' 4' - - - - >n1-140 8' 6" S' — — — — >141-160 l' S' 4" — — — — TRAPPED MOUNT 0E!a0N SLAT SPAN RANGE 0'-4' It > 4'-5' t > 5'-8' t > 6'-7' t > 7'-8' 1 > 6'-12' t > IT-16' t > 16'-20' t s 60.0 6' 6' 6' 6' 6' 6. 6' '- >31—w 6" 6' 6. 6` 6' 4 1/2' — >41—w 6" 6" 6' 6' 6' 4 1/2' — — >61-60 6' 6' 6' 6` 5' 4 1/2' — 4 1/2' 4 1/2" — — — >106-120 6" 6' 5 1/2' 4" 4 1/2" — — >121-1w 6' S' 4 i/2' 3 3/4.- - - >141-180 6' S. 4" — — — — BUILD-OUTMOUNT SLAT �SPAN� t MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVESPeEXCEED INDICATED MAX. ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE DOWN PIffiLRE 0'-4' t > 4'-5' t > 5'-8' 1 > S'-7' t > 7'-8' 1 > 6'-12't > tY-16' t > 18-20' 1 IIAW MOE ((p. M E E E E E E E E E CO E E 6` 6' 6" 6' 6' 6' 6' 0' 6' S. 6' 6" 6' 5 1/2' 4' 4 1/2' — — — — 6' 6' 6' 6' 6' 8' 6" 6' 6' 6' 6' fi" 8' S 1/2' S' 4" — 4" — — — Ni-60 6" 5 1/2' 5 1 2 6' 6' 6" 6' 6" 5 1/2' 4 1/2' — — 3 3/4' — — — — >m-6o 6' 8' 6" 5 1 2 5 1/2" 5 1/2' 4 1 2 5' S. 4" 4" 4` — — — — — 3 3/4' — — — — >61-1aS 6' 6' 6' 6" 6" 5 112w 5 1/2' 5 1/2' 4 1/3 3 3 4 3 3/4" — — — — — — — — — — — >t06-120 6' 6' G' 5 1/2 5 I/2" 4 1/2 4 1/2" 4 1/2 J J/4 — — — — — — — — — — — — — — >121-1w 6' 6' 5 1/2 4" 4" 3 3/4 3 3/4 — — — — — — — — — — — — — >141-160 5' S' __ 4• CODE Man Man Velocity Hunicwe (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' RATING (psr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — V21- 313 240 728 30 8881 360 1345 420 1587 540 2112 640 — — — — 552 280 960 350 1003 420 1612 490 1869 781 320 1186 400 1 1322 480 1873 560 1 1740 1 640 — — — — — — SEETHISSHEET SIDE SPANsPIAr~ C—� SLAT SPAN DEFINITION A. No.4416T "A'I Ra�i !ire �`'ST." ""� 6'^,�-cc���,�,� �,,&&�, XUt{4VP'.+''t�"' 6\ I1i a cti/QNA1. ' fil/i x �>a,* ,c � IL ECOINC. i4Lrt i[4'i1M0 G (N61NC[PINtl CONPAMY uu n . u. u. xx n aAu taswnim. r.: � iixiw�-+u� . mwtCeu-a"i°is` „ NN.IER h TUII N. Pf. RMdM Uc. / anm Nautilus R°u�E9�EMEr3yetem " ro�trzn EXPERT SHUTTER SERVICES INC. tus s.. altuSP[ 57R Paar W. w , Pwa ttm>>.a- a 34P I7-244 au�wc w mm �a>n P.E. SEH.JSIEiIurli ATE SLAT PERFORMANCE CHART IbI EE ICI (ONLY VALID FOR 1W SLIP) SLAT PERFORMANCE CHART IIbl & IICI:{ONLYVAUOFORU♦'SLIPM FOR AGNEN MAMMUNA&O DESIGN PRESSURE RATING(PFOANDSHUITER M.OUWCONOMON FOR FORAGNEN MPXANMA&OOE8ICN PRESSURE MTING(PeAANO3HUTIERMOGNTCOND1fY0Nf0R INSTALLAnCNS WASTORM 8AR8 PER CETMXBELOW INWALLATONSVA M M8 PERDETM.2B&CW CHART Ib.I mm W/ CHART ICI CHART IIbI USUbtEW/ CHART He IH WAYY 1NI[ m�14OiTA2 A]o ImOAT i3A IDW ufX IOID VFIWILL .•^ lRi Y1191Y w9lX QI@I NHIiEAW IFROeC'ASD. IAI IEC WO WLK. ASA 5118'OTAPCON XL ANCHOR WIN. SLAT SAM •L(RN' (R) B/1SOTAPCON XL ANCHOR. NR. AAT SPAR 'LERL' iR) w NAY SLAT SPAN 4!a'w• (n) IeL 5}PAPATMaN m IESS.A® m B10*1 OF SAT (m) 1e11mM1 oe l REAW9D MAX. SLAT SPAN 'LNAx• itV IRpd3D M SEPARAIIN m OM IE9Rm m BNX K SW C ) pl® RNL MOUNT fmoe IwaD-ouX w/ IIJIYe OLLM1DUT y�yM P.A �0XH]. Icrtle w1. 19wm i 0iDU1! W/o SfOPoI HV6 fwkS9.� (YOEVIDENT pN1 RUNT ImMe &wD-IIXF -0 v Nmne BAnm C wA k"ll Fw i i W/o SmRY BNS NMD ZONES la wND IDNC + `18D 2G16 W M19 ZdIF 4 00.0 • 10'-O" 1P-O` lw-D" B-I' 1' 8 i 2" SD.D • e'-Y 8'-3" 0'-3" l'-7' 1" 8 lie- 3&0 •' 10'-0" 10'-0` 10'-0" 7,' P 8 i 2` 33.0 ^ 7'-9' T-9' 7'-9' 7'-Y Y 8M6, ♦0.0 ^ 10'-0' 10'-0' f0'-0' T-5' i' 8 X S mA ^ 7'-T T-7` 7'-0' 7'-8 Y ISA •^ IV-D' 10'-0" 10'-0` l'-2' X' S 1 1' +3A ^ T-+' >'-♦' )'-1' 6'-9" I. 50.0 1D'-0" lw.V 10'-0' 7'-0' 1' a 12` 80A ^ 7'-3' T-3' T-3` fi'-V t` S&O ^� 10'-0' f0'-D' NY-0' 6'-9' 1" 0 12' W.G +^ 7'-3' 7'-Y 7'-Y W-A' P EQO ++ 10'-0' 10'-0' IV-0' 6'-9' P B 1 2` mo v 7'-3' 7'-3` 71-Y 8'-2' I' SLAT PERFORMANCE CHART HII: (ONLY VALID FOR IV SUPI F'OR A OMEN MAXIMUM A&O. DESIGN PRESSURE RATINU u.AA ANO SNOT f ER MOUNF CAH W tN)N FOR IN9TAUTIONS W.A STOAd OARBPERDETP1l2BELOW CHART IIIbl 'bWI/ CHART HICI IQ 9NLIY YXNX ®®I f®IM MA IFAOM1E A8B Ibd IO6 NUXAAI P091M ABA LAW YMOF S16'OTAPCON XL ANCHOR INN SAT qSP��A( W1..• (n) MAX SLAT SPAN 'LWk.• (FT) 7WWh0 e41. 5®JAmON m.RAS IE m To BN]c 8F BUT 0.) (Hn fur m NRMlIA wnD-an 6 w/ InnD-DAIF wo a/ 61 F 0 Sim SARS wu+D PP43 000 z 3s0 • T-fi" T-fi' T-6' 6'-0" f" S i 8' 35.0 7'-2' 7'-2" 7'-Y G-f 1" 0 i 8" 40.0 ^ V-9' W-9' 6'-9' 6'-1- i' 8 1 8' ♦50 �^ 6'-0' 6'-8' G'-0" V-11' t' 6 X 8` ODA ^ 6'-5" 6'-V 6'-5' Y-9' 1' S i 8` 55.0 ^• V-3' 6'-Y 8'-3' W-7' 1' 8 X 8' 5'-5 !` a 1 SLAT PERFORMANCE CHART IV'. (LESS THAN iB` SLIP) W16°O TAPCON XL ANCHOR USE EIAIONN YALI@ REFUSED! POSnNX =HANWAIPosnrhqi AND FXIGAM ASd IOW A= UNIO VNUE L SAT IUL'SAM Jlm r6 FMbttlB PAN SPAN m MAC NIASA® m DESIGN • .�. 6.n1 IF as 0) LO'D D' aR iffig fiurt"y r W/o s oRm RMs (PTV M zm Nrv;A gee® @ A la s A • 6'-6` 460 Y-10' 0'-0' P 0` SSA A^ V-7 5'-7' 160.0 •••1 e'_5' • YPDU RR OOE;IISiWfiORH (0Y 46) SCUIHERN PINE 12 (0"O66) So1dRE PAEi9i-gM (G. ) 5717RfHIl WE 12 (0-m6J a SEAT SPAN DERNNION r TWA) FOR SOURERN 6 INSTALLATION INTO WOOD FRAME STRUCTURES No. 44167 ig IPmAN lAX[ m1FD11�A4L FA MLNMZ A4a m0 1m XIXX WOW GRADE 1tTtIiIML�' o �'1 SPNi X irt) IRAN m a/59�iE9FXD m slut a 9AF Plwia lu l qla w cm F a w 0 SIGNS! 81JO5 XWD 18NE9 XFA m W SOUTHERN PINE 12 (G4.55) 60, DUIQAS-FIR-SOUTH (G•0.46) 60 EPRICE PONE -RR -SRN G-0.36 60 U SLAT SPAN DEFINITION TA00D A r wYa r, N7I W_awMT DETAIL I(ELEVATION) 1. ABOVB INDICATED MAX. SLAT SPANS ANY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.U. DESIGN LOAD. T: WOOD FRAME VIALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILOINGi CODE. MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SHALL BE 33". 02017 7 ,TC0 ING L( Iw, -Nautilus Ro91/ng SAwfbrSPsfom ay2+ln o.,< UTTER SERVICES INC. ;.°°. 6LtuCRE smm 17-244 St. LUCK, R ]+96t +s•amA., rm m+ ntssao 77y�01G K sxm 20 ax WALL MOUNT & BUILD -OUT MOUNT TO 2"A" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE SLAT SPMI RM 1a4 C-w <-6' SOUTHERN PINE #2 (0=0.55) 5 30.9 6" 40 6" 50 6' 60 6" OOUOtAS-FIR-SOUTH (G=0.46) s 30.0 6" 49 6" SPRUCE F9G=NE-.36FIR-SOUTH 0 5 30.06. WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 117 PLYWOOD (SEE DETAIL ON SHEET 20) WOOD GRADE SLAT SPAN RANGE " 6+0 Cma''>4'b6�>5me>>6mY'>7tos �>7mi6' SOUTHERN PINE 12 (G=0.55) 5 30.0 6" 6" S. 6' 6" 6" #0 s" 6" 6. 6' 6" 4 3/4' 50 6" B. 6" 6" 4 3/4- 3 1/2- 60 6" S. 5 3/4" 5 1/4' iaL 3' OOUGIAS-FIR-SOUTH (G=0.46) 5 30.0 s" 6" 6' 6" 6" S. 40 6" 6" 6" 5 1/4' 5 Ile 4 1/4' SPRUCE PINE-F7R-SDNH G=0.36 S 10.0 5' 6' 6" 6" 6' S 1/4' BUILD-OUT MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE w.rs1 »w SLAT SPAN RANGE 04 >V-6' " > 5�'' > 6-7' > T-0' ` > 6-10' " (WI w wortr =• w>1r• w.>rtr .»x[• wsrt wortw wx1• wwa7 uvm• =An s 30.0 6" 6' 6" 6" 6" 6' 6" 6` '6" 6" 6" 6" SOUTHERN PINE $2 6" 6" 6" 6' 6' 6" 6. 6" 6" 6- 5 1/4" 5 1/4" (G=0.55) SD 6" 6" 6" 6" 6" 6. 6" 6- S 1/4" 5 1/4" 4" 4" 60 6" 6" 6" 6" 5" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH 5 30.0 e' 6' 6- 6' 8" 6" 6. 6" 6- 6" G4.46) 40 6" 6' 6" 6" 6' 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2' 4 1/2' PRUCE PINE -AR -SOUTH G=0.36 x 30.0 6" 6' 6" 6" 6' 6" 6' 6" 6' 6' 5 1/4' 5" wblm MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL HUM EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. ✓9 LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft) " MAXIMUM DMGN STORM BAR SPACING (FT) PRESSURE PAIIRD 9 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-O" il'-O" 11'-0" 11'-0" 11,-O" 11'-O" 11'-0" 11'-O" 11'-0" 11'-0" 35.0 11'-O" IV-O" 11'-0" 111-0" 11,-O" 1,,-0.. 11'-O" IV-O" 17'-O" 11'-0" 40.0 11'-0" 11.-0.. 11,-O" III-O" 11'-O" ti'-0" I1'-0" 11'-0" 11,-0" 11'-0" 45.0 11'-0" 11'-0" 11'-O" 11'-O„ 11,-O" IV-O" 11'-0" 11'-O" 11,-O" I1,-0" 50.0 11'-O" I V-O" 17'-0" 11,-0" 11'-0" 11'-0" 11'-O" I V-O" 11'-O" I V-0" 55.0 11'-O„ IV-0" 111-0" 11'-O" 11,-O" 11'-O" I1,-O" 11'-0„ 1i'-O" 11'-0" 60.0 i 1'-O" 11'-O" I1'-O" 11'-O" 11'-O" 11.-0„ 11'-O" 11'-0" 11'-O" - 65.0 11'-0„ 1 V-O" 11'-O" 11'-0" 11'-0" ill-Oill-O..11'-O" I V-O" 11'-0" • - 70.0 i 1'-O" I V-O" I V-0" 11'-O" I V-O" t i'-O" i t'-0" 11'-0" + 11'-0" • 75.0 1 V-O" i 1'-0" 11'-O" 11'-0" 11'-O" 11'-0" 11,-0" 11,-O" • - 80.0 11'-0" 11'-O" 11'-O" 11'-0" I V-O" I V-O" I V-O" 10'-10" • _ - 85.0 11'-O" 11'-O" I i,-O" I V-O" I V-O" I V-0" 11'-0" 90.0 11'-0" 11'-0" I V-0" 11,-0" I V-0" 11'-O" 95.0 11'-O" 11'-0" 1 i'-O" 11'-O" 11'-0" 11'-O" - - 100.0 11'-0" 11'-0" 11,-O" 11'-O" I1'-O" - 105.0 1 17,_0" IV-O" 11'-0" 11'-0" 11'-O" - - - 110.0 11'-O" 11.-0.. 11'-0" 11'_0" 10'_10" 115.0 11'-0" 11'-O" I1,-O" 11'-O" 120.0 11'-O" 11'-0" 1V-O" 11,-0„ 125.0 I1'-O„ I1'-0" 11,_0" i0t10" 130.0 11'-O" 11'-O" 11'-0" - _ - 135.0 11'-0" 11'-O" I1'-O" - 140.0 11'-0" I V-O" 11'_0" 145.0 11'-O" IV-0" IO'-11" _ _ - - - 150.0 11'-O" ill-0" •� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. Amu STORM BAR SPACING "a" (TT) nmlc �* 2' 2.667' 1 J' 3S' 4' 4.5' S' 6' 8.867' no S.GD ABCD BC0 B.C,D BCD. 0.8A0 BC0 BC.D35,0 AB.C,D B.C.D AB.C.D A.BC,D A,BGD BC,O BCDABCD Bt04a0 0.BC0 BCO B,C9 0.8Cp BCD ABCD A�B,CD BC BCO 430 CO BCD AB D aCD ABCD BC.0 CD ABCD BCS0A AB.CD BCD AaCD AB.C.D A.B.c0 BC.0 ABCD P5.5' AB,CO C SSA AB C O A,BC,D B.C.D BA.D AB.C.D B C 0 AAA.D AB.0 B C AB D CO ABC,D BCD ABCD CO A,BC C SSA AB D ABCD CD D BCD ABC.D BC MC B740 86D BC0 BCD BC.D CD BC BC B A 7" eC,D 0.8C,0 Cp BCO AACO C BC A A a" 0C.0 AB C,D AB o B C.0 c hB.0 B C A I A SSA AI%C.D BC0 BCD X.0 Age BC B A A A 00.0 ABCD B O ABCD B,C C BC A A A A 05.0 ABCD hBC,O A.S,C.0 A'BA S.t B A A A A 100A A.GAD 0. C.0 A. C 0 AB.0 B.0 A A A A A 1OSO AB.C.O ABC.O ABC ABC B A A A A A 110A AB.0 D AB.CD ABC AB.0 A A A A A A 115A AB.C.O B D AB.D AB.0 A A A F A F 120A C ABC A.B.0 B A A A A A A 125A BC BC et A A A A A A A 1300 B,CO BC ABC A A A A A A A 1530 ABA.D BC BC A A A A A A - 140Aall a B A A A A A A - 145.0 BC AB A A A A ANOA BC A A A A A AISSO A A A A A A150 B A A A A A - - ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT n EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (f'c - 3000 psi) R J/e"pxl 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (Pc - 3000 psi) & 3/8'e-16 MACHINE SCREWS. C 1/4`ex3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min, EMBEDMENT* TO POURED CONCRETE (fe - 3000 PSI) & 1/4'e-20, 18-a STAINLESS STEEL MACHINE SCREWS D 5/16"c NW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH Amu S*o1 STORM BAR SPACING "a" (ET) r wI 2' 2.667' 3' 3.5' 4' 4.5' S' 8.667' 30A BC,D BCO AB0.D ABC,O BC 8CA ABCD AB.0 35A Bt.D BCD CD 0C.D AD 0 BC ABC A WA ABCD BCD BCD A.B.00 BC BC. ABC A 430 AD B.CO BCD A$C ABC B.0 A A 50.0 BCD B.CD ABC C 8C A A %AA A SS..0 &CM BC0 0.8C C A A A A 50.0 Bt0 AB ABC AB A A A A mm BC.O AB.0 BC A A A A A "A BCD A A AB. A A A A 7SA AB.0 0 B C A A A A A 50.0 Bt AB A A A A A - Is" B C A A A A A A - - 90.0 A.B.0 I A I A A I A A 2&0 ABC A I A A A - - - - 100A B t A A A - - 10.0 8 A A A1f0.0 A A A115A A A AIna A A AMUND A A A1300 OA A A A1 A A A14" A A A14&0 A A A0A 16 A AA- - - - - 150.0 A A - - - - PZ£t► A:1 . UCENS *f 7w.44Ts -- /oNAL £N P.E. SEN � R C 7017 mmo 01C p St. Nautilus R0Nngnove73yarom oMs./17 IUTTER SERVICES INC. am s.n. Bn7YpBcslBUT 17-244 ST. IµYQ`.M1 ]�88^ w. WRE b %nor U Of T£ SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.B.f.), 8 A MAX. MULLION SPACING (ft) SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT) A MAXIMUM MULLION SPAN (M (W1�) W�)116Y WADING { MAXIMUM MULLION SPAN (IT) ©4k8k1/4'MUWON Ot 4k8kt/4'MULLION G2 dY711/1'THICK(]G'FWIGE)MIIWON� ©4k8k11/'MULLION Gt dk8kif4'MULLION Gi ll1•T)Op( ItKIPIG(N w.) p TON /1 OREMADDN 12 CR AI 1 DOEMAIION 2 ORIEI N=N 1 02E 41T /2 ( MEMAMN (1 OPoENTAT10N 2 OREMAIIDN. I ORIEMAl10N 2 WENTATION Q IMEPIOR H10 END 111E-70. ENO ENO END INIEIVIOR ENO IirF ENO IIV-W f-4 INRRIOR iAO OOIERpR CND INIFROR 0 9 -8• )'-3' 1wENIm2--o' R -0 9'-C 10'-7• e'-0' 12'-WR 12'-8' B'-8 ]'-e' 12'-e' ]0.0 20-0' ]'-f0• B'-0' ]'-]' 12'-0' 9'-4' 10'-]' a'-6• 2'-8' )'-6 10'-0' • 9'-Y 6'-9' 11'-6• 6'-5• 10'-0• )'-r 12'-Y B'-11• 6'-tl• lY-Y ]BA 20'-0' 7'-4• 9'-3' Y-0• I1'-5• B-a• IY-U• Y-i' tY-6• 6'-11• IY-am 400 20'-0'0' B'-10' 8'-4' 10'-1P e'-r 9'-J' Y-]' 12'-6' 8'-S' 6'-6' 19'-6• 400 20'-0' 6'-10' r-10' S-4' 10'-11' B'-Y 9'-r r-1' 12'-Y a'-1. 1Y-6' 46-0 20'-0•' Y-a' 8'-8' f0'-0' )'-Y 9'-J' 6'-1r lY-r r-11• a•-2' 12'-6' a3-0 20'-4' 6'-a' 8'-6' 6'-Y 10'-6' Y-a• 9'-J' 6'-11• 12'-6• 6'-2• IT-6• 50A W-0'• R62 Y-2' 6'-G' 9'-11• r-4• 9'-11• 6'-T• IY-a' T-{' S'-It' tY-6' 800 20'-0• 6'-2' 8'-2' 6'-0• 10'-2' r-4' 8'-11' 5'-!• 1Y-0• a'-11• 12'-6' 55A 20'-O'1• T-11" 5'-9' 9'-0• 6'-e" p'-)' a•-J' 12'-4' 6'-8• 5'-Y 12'-6• 550 20'-0• 3'-11• T-11• Y-91 9'-10' r-Y 8'-r 4'-10' 12'-4' 5'-7' 1Y-6' 600 19'-5'' !'-8'8'-8' 6'-4' B'-8'6'-2• 1Y-0' 6'-4" 5•-8' 12'-6• WA 19'-3• 8-1.]'-6'S'-6• 9'-B' 6'-10• a'-6' 4'-Y 12'-0' S'•12'-6'65.0 18'-4• >'r Y-4' 8'-4• Y-4• B'-4• Y-2 11'-1Y 6'5'-6 IT-8' 8A0 16'-4• 5'-9 )'-9' Y-4' Y-0' 8'-IV 8'-Y 4-6• I1'-10' Y-6 IY-6' 100 I]'-4'' )'6• 5'-4' 6'-2' 6'-]' 6'-1' r 2' 11'-0. a'-!• Y-B 12'-Y ]9A Ir-4' 5'-9']'-B' S'-4' '-6' 6'-10' 8'-4' t'-8' Ii'-B• 5-6 12'-8')5A 16'-a•' T-]• Y-4' 8'-0' 6'-]• 8-0" Y-2' 11'-0• 6'-J' Y-6 12'-5• M 18'-8• 6-9• ]'-0• Y-4' 9'-S' 6'-10' 8'-0' Y-B" IfA' 5'-0 1Y-5' M0 IY-9'' >'-r 5'-4•''6'-J' i'-tY Y-2' II'-e' 6'-J' S'-6 12'-4' a0A IS'-9' S'-0' r-)' 5'-4' B'-e6'-10• 8'-]' C-8' II.-6• 5'-6 12.". aJA 15'-0' S-9' ]'-]' S'-{' Y-9' 8'-3' J'-9' a'-2' it'-5' 6'-1' S'-6 12'-] a5A 19'-0' S'-B' Y-)' S'-{' 9'-J' 8'-Ip' 8'-2' {'-8' ti'J. S'-6 IY-] C0A 14'-2' 5'-10' ]'-]• 5'-5' )'-9" 6'-4' )'-9' Y-J• W-5• 6'-4' Y-) 1Y-S 000 14'-r Y-IY ]'-T• Y-S• 9'-3" 6'-11• e'-J' P-10• it'-5' Y-] IT-] m IS-S• 5'-10'M7'-7-v-wS'-6• ]-8 a-S J-B 6'-4' 11'-5' 6'-5 5'-B lY-] 930 IS'-5' S'-10' ]-J 9'-6' 9-J 8'-I1' a' -]'{'-II' I1'-5' S'-0 tY-S 1000 12'-9' 5'-11" Y-)' r-6• Y-6' T-9' 6'-4• W-5• 6'-6• S'-9 12'-! IOOA 12'-9• 5'-II' )'-]• 5'-)• 9'-Y r-0• B'-2' 5'-0'11'-5• 5'-9 12'-3 IOSA 1]'-]' 6'-0'S-]' >'-B' 6'-]' Y-9' 6'-5' t1'-5' 8'->'S'-9 13'-] 1060 12'-2' 6'-0' ]'-T' S'-]' p'-3' )'-1' e'-2' S'-1' 11'-5' S'-9 12'-J 110.0 IY-]' 6'-0• S'-6' ]'-9' 8'-8• )'-9' 6'-Y W-S" 6'-8• 5'-10' 12'4 It" IP-r 6'-0' ]r Y-a' 9'-]' ]-2' 6'-J' 5-3' 11-5 5-1Y 12'-J 6'-1• S'-B'''' T-9• 6'-r W-Y 6'-9• 5-11' '-] 11&0 II'-Y 6'-1')'-Y'9'-Y ]'-2" 8'-3' Y-O 1'-YI= fY-0• 6'-Y S'-0' ]'-9•6'-tr )'-9• 6'-0' it'-6• r-IY e'-0' 12'-0 120A ID'-0' 5'-1• Y-8' S'-B' 9'-Y Yr 6'-2' Y-5' 11'-Y 6•-0• 12'-3 12A0 10'-2• 6'-2' 5-10' ]'-10' T-0• ]-00] 6'-9' if-5' )'-0' 6-i' 12'-3 I95.0 10'-3' 6'-Y ]'-0' S'-fY 9'-J' Y-4' 8'-0' e'-9' IY-5' 8'-1' 11'-J 6'-]' S'-t0• r-9• r-Y T-9' Y-9' Il-S' T-0" 6'-1•12'-] 136A 9'-t0• 6'-]' r-0' S'-IW Y-Y T-Y 8'-Y 6'-9" ll'-Y Y-1• lY-0 6'-{' S'-11' Y-10' r-T )'-10' 6'-10' 11'-S' )'-1' 6'-]' IY-J 1550 9'-5' 6'-O Y-i' S'-11' 9'-J' Y-]'6'-10" 11'-S• 6-Y 12'-3 1.,. 6'-0'Y-10'''''''">']' 6'J' 12'] 14AA 0'-1' 6'-4' )'-T' 6'-0' 9'-J' Y-6' 8'-J' 6'-11' 11'-5' B'-!' 12'-J 145A 8'-10• 6•-5' 6'-0' Y-B' Y-{" ]'-9' 6'-11' 11'-5' Y-t' a'-l' IT-J 145.0 r-IO• Y-5• )'-6• 6'''"''''''-S•6]• 8'-0' Y-1• T-0' r-5' ]'-9' Y-D' 11'-5' T-Y 6'-1' 12'-3 1. 6'-6' a'-0• )'-i• 6'-1•9'-J•r-i• 8'-2' r-0• il'-5' 8'-4' IY-J 6"-8' 8'-2' Y-9' Y-b' i'-9' ]'-1' t1'-5• >'-8' 6'-S' 1Y-] 165A e'a' 6'-e' >'-r 6'-2' 9'-3' >'-6' 8'-2' )'-1' 11'-S' 6'-S' 1]'-] 8'- ' 6'-]" e'-2' ]'-9' T-]' i'-9' T-Y 11'-S" )'-)' 6'-6' 1Y-3 160.9 6'-0' 6'-7' )-B' 6'-2' 9'-3' 7'-9' e'-0' ]'-0''- ULUON MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E. ♦.: C O INC. SHALL NOT BE EXCEEDED. Hulriwn9 Ta EJWRI a9 EC mp./n ow,< r/-244 ova A. 9 2. Wm SCHEDULE1b L00 OCOUNG D MOUNRNGMAX. SPAN fl FORENDANDINTERIORMULUONS FORAGNEN A S.D. DESIGN PRESSURE RATING (P6.4. & A lr4' MAX. MULLION SPACING (RI - RAi9n > MAXIMUM MULLION SPAN (m Off¢ XN,No �2') R1 SP/bN MAXIMUM MULLION SPAN (n) ©4-AB7Y114• MULLION Gt 4•X8t1V4-MULLION ®4YT I/4- THICK NIV FLANGE) MULLION ©4-A6k114-MUWON Gt 4Wdk1WMULLION G2 �G„ITHICK ULLION OI111111 KKI /I CAMMARON x 0N2MADm t ORIEMA)10N D] M MANpN 1 OAM NM110N 2 ca1ENoctm I OAINTATION 1 MWAINN 1 ONFMAT04 92 ( aIttua xIN i2 }ENO 1NIEPoOR ENO BVIWOP fN0 01100DR END 80Da0R END END MEbOR )Na LNIFNCR FND 9RIFRiOR ENO 1NIDe0R EMO N1WOR DN P21dIQ]0.0 ' Il-)' II'-6' B-9' 11'-6' 1x'-6' 1x'-a' 10'-)" V'-6' 1]'-6' 11'-J' 1 -a' AO 1]-0" 9'-D ❑-6' 9'-9" tt'-b' 1'-6' R'-b' 10-Y 13'-6 II'q' 13'-6' 1C-]- W-tl- 9'-]• Ir-5' Ir-r 11'-1t• 10'-0• Ir-a• fx'-0' f0'-4' Ir-e• RO 1]'-0' D'-)• 10'-11' V-2- ] 1r-e• Ir-e• u•-u• 10'-0- Ir-a• 1r-4• lx•-e•4m r-Ir 10'-r r-9• Ir-0- W-8" W-4' p•-V lr-8' 11•-IO• 9•-)• lr-6• 4m I2•-0" 9'-9'tr-r r-0• 12'-e• w-a• 11'-4• 0•-6' I1•-a' r-r Ir-a'QU) r-J• 10•-1- r-4• 1T-r 10'-11- W-11' o'-t•Ir-6• W-2• 9•-0' Ir-0• 4Go 12•-0' I.,. IC-1• r-4• 11'-6• 10•-11- IC-11• 9'-1•12•-6• 9'-0•11'-0' 60.0 a'-9• D'-0• r-1• Ird r-4- I0•-r a'-9•Ir-a' 10•-r r-r Ir-e• W.0 12•-0• 6'-1' B•-0• B'-1- Ir-0• Im-4• I0•-r 8'-0' 12• r B'-a' Ix•-6"am jm�AmN p'-4• It r-10• 1'-0' V-10- 10'-0• 6•-e• lr-a• 10'-1' r-1• IT-6• p]o 12'-0- r-IO- r-5' r-Ir 11--W r-10' 1r-' a e•_e. 13•- • e•_l. 1x•-a•IOo r-r D-2- 1'-6' n•-4 V-s• r-W a•-r IV-6• 9•-)' ]'-9' 1r-6' 1&0 IYd )•-0' 9'-r )'-1.''v-5- w.0 Y,_,_9:, ]'-4' _ �8'-1)-2' p-0• 6- 1' 11•-0• 10'-9' r-i• 0'-1.9'-5' 9-G' a-0' ]'-f0' -2-6• 12'-B' 0-5 r- 1' )-a• T'-1' IT-6 Ix'-6' OaA 10.0 Ix•-o• 11'-0' ]'-]' 8'-il' a-Ir 6'-a' )'-2- a'-I1' W-0- 10'-9' r-1• B'-9' 0'-0•. 9'-!' 6'-0' 1'-10' I •-e• 13'-b' ]•-r' Y-3' Ix'-6"TJ.O • r-1' 6'-0' B'-0' 10'-p' 6'-5' D-]' T-6 lx•-a• e•-r 6'-I1' 1]'-6' ]60 1]'-0' 6'-e' a'-8' r-6' 1r-6' a -a" 0'-]' ]'-B' 12'-r p'-tl' 11'-a' • 6'-It' a-Y 4-5- 10'-a• T-Y 9-0' )'-6' i1'-0• 0.1. a•-0• IT-0• = Ir-0• e'-5•6'-4' 6'-0• 10'4' 6'-]' 9'-0' Y-a' 4'-6' e'-8' 11'-6'6aL e-6• 6•-r ea" D'-9• r-11" 6'-IO' r-a• u•-a• 6•-r e•-0- Ir-0• WO ITd 6'a' 8'-V 6•-r 10•-l' r-W e•-10• r-r IT-6• 6•-r 1r-e- 6'-6" e'_o W-I* 9•-0' r-e• B'-0' T-o 12'-S T-Io- W' IV -a' 9m 11'-0' a'-1' a'-0' 6'-1 r-1 T-B' B'-9' r-0' 12•-s" 6•-4' 12'-6' NO 1r-D• 6•-4• )-10• a'-n• e'-6 r-s 6•-6• a•-10- u•-r r-a• 6•-2• u•-b• 9m 1]•-0- s-W r-w• r-Ir 9•-e- r-6• e•-a• E•-10• 1r-r a•-r u•-6• I00.0 12'-0' B'-]' T-6' W-9' r-0' 6'-0• lr-6• 100A 1]'-0' 6•-0• 1-0' 6'-9' e'-]' ]'-4' 9'-5• a'-6' ❑'-0' E'-0' IT-6• I0&0 12'-0' 6'-0' T-1' a'-B' T-10' 6'-8' - 6'-8' It'-6' k-9' '-10• Ir- iam r-O• s•-a• r-r e•-a- -c r-r '-]• r-3 I•_6- s•-0 1._,. SCHEOULEW (UNITED LOAD. MULLION SPACING& SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED) MDUNTIiDMAI(. SPAN fl OR END&INTERIOR MULLIONS FORA GNENAS.D DESIGN PRESSURE (D.6.f)AND FOR lr-0• fCA5E i) & 8''P )CASES 16 & III MAX. MULLION SPACING (fl)- 16011Rp1 O P LL4la� MAXIMUM MULLION SPAN (m G VWXI4'THICK MULLION 01 4'BStU4'THICK MUWON G3 rxrxll4'TKCI( MULUDN vss w } 4 W i (mt 11 at I1 at 1 (o)t it W (o)t ENO D(RIOOR LTD L` 011 1NRRi0R ENo RITUXR ]m 12* 0• _ IV-6- IX-6- 11•_6• 11•_6• iP_6• mo IV-()- 12'-T Ix-6' W-W Ir-6' 11'-0• 4m 1]•-0• IT -a- 11'-6' 11•-4• 11'-a' 4!0 IT-0' - tr-5- 10'-I t" 10'-11- IV-r ug1 6m u•-0• - 12'-W IV-r W-7- IT-r - Ir-0- 6m IV-0- - 11'-a- r-10' W-5• 12'-6• m-0 121-0• W-4- 9'-S 9'-11- 1]'-6• lt'-0• D2.e IV-0- I '- 9'-4' 9'-11' IT-6• '-0' a00 e'-0- - 11'-6' lr-G- Ir-W i1'-r Sm 8-0' 12'-r Ir-6' i3'-6' I2-6• bA 0'-0- 1]•-6' 12'-8' 112'-6' 1 R'-W 4m a'-W - 12'd 12'-r Ir-0• 11•-6• OA44 00.0 a'-0• 11'-6• Ir-W Ir-I' IV-6- W-0• W e'-0" IT-6- 12'-b- W-a- 11•-6• a-r IV-2- n•-4• 11•-]• - n•-0• ma 8'- 11•=0• 1 •-0• u•_P 1 •_0• r_ ]00 e'-0• 9-0' 4Oo e•_0" 0•-0' 9'-0- 9•-0" 9'-0• 9'-0• 4aA r-0' 9'-0• e•-0• 9•-0• e•-0- 9'-0• LOA 6'-0' 0'-0• 11•-0' 9'-0' B'-0• 9'-0• 680 e'-0' 9'-0" 9•-0• 9•-4)• 0•-0' r-0- 9'd r-U• 0'-0- W-0• l6A 6'-0• e'-0' e'd B'-0' 9-0' e'-0• - 9'-0' 8'-0' '-9• • W-V 6m 8•- - 9'-0• '-V • e'-a•.• D•-O- - 9'-4' 6'-2• • T-r • 9'-0' 9'-0' T-5• Y-0• r-0- 0'-0• 'NOTE USE BR•IF ANCHOR CONSISTS OFHILR, INC HUS-HSCREW OR POWERFASTENERS, WEDGE4)OLTANCHOR SEE SCHEDULES I A 20N SHEET ILIA • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION CRIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OFPRQQIffi w E7 P.E. SEAL/SIGHATURE/UATE SCHEDUL62V [LIMITED LOAD. MULLION SPACING& SPAN INSTAUATIONI WALL MOUNTED P N FORE D& INTERIOR MULLIONS FORAGNEN A.S.D. DESIGN PRESSURE RATING (PB.O.AND FOR 17-0 (GAME it & F-W (CASE ID MA%. MULLION SPACING Lot - 16011Am TA¢9 tn& DISKIN p wEa 19 PiDi, (N • MAXIMUM MULLION SPAN UT) G ZF114'THICK MULLION GI 4YSt114•THICK MIJUJOI G3 2YTA714-THICK MULUON "it kit tIvlwonoo I (0)t I, W otmmoroI P I4t olvatula,Itmortuo, of H ktt moam IVA END MIWDR END N1DV:OR NI OR END 0R[MOR .tln IT D I1•_e• 12•_6• Ir_6• IT-6- 1 •_D• a6D IT-0-D• IV-6- 12'-G' u•-lr IV-6- 1P_n. 44U) 17d IT-G' 11--8 W-4- IV-6- 11--0• {SO 12--0 - Ir-S 10'-Il• W-11' Ir-61 - 11•-0' =r 8m lE'-0" 11'-0• IC-r 10'-7• IV-6• 8m @-0• W-e• 9'-10• W-3. 1r-6- 611D 12'-0' 11'-f 9'-0• D'-11- 12•-6• W-o- 6t6 IT-IT-0. '- ' '-4' 9'- I 12-8 11• am E'-0' 9-0• 9''--0' B'-0' 80' D'-0' 0'd 9'-0• 4oA 81-0• 9•-0• 9'-0' 9-0• 9'-0• - B'-0• 4G0 6•-0' 9•-0• B'-o' p'-0• p•-0• p'-0• eD.O r-0' r-G' 9'-4' D'-0- 9•-0- 9'-0' ofo a'-0' 9'-0" 91-0" D'-0• 9'-0' 9'_8. V-0. 0,-0. 0.-0. _ 8•-0. L0.0 r-0• - 0'-0' 8-0' 9'-0' 9•-0' 81'o a'-0' - 9=0' B'-0' 9'-0' 9'-0' D'-0- OOo 9'-P 9'-0• e'-O• D•-r 0'-0' 0•-0• e'-0' 9'-0' 9'_0- 9•-0' 9'-0• 0 oil nITC0 6RC G INt. Dl-6mn19 14L1EN A 1Ln b. PE I1FP@6 tk. 9 •41G] Nautilus RoWng S&nlleragalelR EXPERT SHUTTER SERVICES INC. 1616 SN. MI"on 5lRQT 17-244 M.1Y SP6T 9] OT SCHEOULE1c SCHEDULE2c FLOOR TO CEILING (TRAPPED) MOUNTING WALL MOUNTING MAX, SPAN (ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D. DESIGN PRESSURE RATING (p.s.L), & A T-O" MAX. MULLION DESIGN PRESSURE RATING(P.S.F.). & AND T-O" MAX, MULLION SPACING SPACING (ft)' (FT) MAXIMUM MULLION SPAN (EO MAXIMUM MULLION SPAN (TO EVX. YAX. p�]0Wp WmWW ©4'x6'X1/4'MULUON GE 4kXIINI4` MULLION G2 4517Yll4' THICK W FLANGE) MULLION 6m '� wlalw (JO 4".6'k1/4'MULLION OU1 6'AB-XI14'MULLION G2 4k7W4'THICK YMEION P4E59ARE -YIAIMI fPAfJAI FLANGE) MUWON M11M0 (WE•) >� (N' R1111p �') W CIVECAWN i ORIEMARON 1 DRIENTAEWN 1 ONFMA 42 ORIEMATON I CPoEMAIiON 2 ONBAAPON 1 MIIEMAVW 3 cNBAAtm 1 VIVIDATWN 2 CR ARON 3 ENO INIERAR ENO 91TEROR ENO IMEROOR ENW IN1E9109 ENO ENO NUENOR END 1M m MD INRAOR END gava R ENO wstoI; Do 0 R 30.0 >'-0' IT-8- 12'-6' IT-6' 13-6' tl'-' i'-6' 2'-W IV-8 IT-T 12 1 -b �i0, 7'_Y i -B• IT -a. 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IT-8' IT-b' IS'-6' WA Y-O- R'-e' fo'-it" 12'-61 17-' W-6 it' -it' 12'-6- tT-6' 12'-0' 1T-6' 12'-6' '/'-D- 1T-$. 10'-11• 12'-6' IT-Y 1Y-6' 1' *12�'' 12'-8' 12'-Y 12'-8- IY-6' 68.0 T-0' IT-S' W-B' 12'-1' T-Y 1Y-6' Ir-Y IT-6' 1T-6' T-8• IT-B' IT-6' Y-0' 1Y-8' 10'-8' IT-- IT-B' lY-6' ' 12'-6' IT-Y 12'-6' 12'-6- m Y-0' tT-8' IW-0" II'-6' 12-8' W-8' IV-3' 12'-6' 12'-6• I2'-6' IV-5- 12W 1'-1. 1T-6' IT-Y 1i'-8' 19'-6' tY-6' ' 12'-B' t2'-6' 12'-6' IY-6' ]0.0 Y-0' IT-1' 10'-2' 10'-11' 12'-U' 12'-6' i1'-0' it'-IY 12'-B' 11"-8' 1]'-6 lt'-6' T-0' 3'-1' 10'-T 10'-11' 11'-b' 12'-8' ' It'-11' @'-6' f1'-B' 12'-Y eo.0 T-0' tP-8" 9'-11' 10'-6' 12'-4' iS'-6' f0'-f0' 1P-!' f2'-8' 12'-8' 11'-11' 12'-8' 7'-0' 11'-8' 9'-1t' ID'-6' 17-A' fa'-6' 0" Ii'-6' IT-6' 11'-11' 12'-8' 660 >'-0' 1f'-0' 9'-8' f0'-Y 1'-8' 10'-Y 11'-0' 17-6' 2'-8' I' -A' @'-8' >'-D' fl'-0' 9'-9' ic'-2' 13'-I' 12'-6' ' 1P-0' 12-6' il'-1' 1Y-6' 90.0 Y-0' 16'-0' 9'-]' 8'-10' ii'-10' 1R'-6' to'-S' 10'-Y 11'-8' 12'-2' 10-t0' 1T-8' ]'-0' 1Y-J' 8'-J' 9'-f0' 1P-10' lY-}• • "_a. 13'-6'77C IV-2- 9'-!- T-6- I"-Y W-11' 16'-2- 10'-P 11'-6' 11'-9' 10'-!' 1T-6- '-0' W- ' T-!' 9'-8' 1V- ' II'-il'' 10'-P fY-8' W-Y 12'-A' I= 11-0' T-f0' 9'--0" W-Y it'-!' ll'-8' i -0' f0'-1' IT-6- 11'-Y W-i- IT-8' Y-0' 9'- 0' 9'-S 9'-T W-!' ii'-8' id-0- f0'-i' 2'-Y tV_I. 1T-6- 100A >'-6' T-6- 9'-1, 9'- ' 1t'- ' 1 LT B'-YO' 9'-IV 1R'-6' 11'-1' 9'-8' 13'-b' >'-D' 9'-6- T-I' B'-1' 1t'-0' 11'-a' T-10- 9'-IO' W-b' 9'-8' 1T-8' U0A 7'-O' 9'-Y 8'-fY -10' I�-v 10'-10' 9'-9' 8'-I- IT-6' IV-9' 9'-$- IT-8' 7'-0' V' 8'-1I' 6'-10" ff'N' W-10' 8'-1. 9'-Y f '-8- 9'-6' IT-6' 116A Y-0' 9'-0' 6'-10' Y-0' 1T-11" 10'-T 9'-7' 9'-6" 1Y-6' 10'-!" 8'-1" IT-6' -D• D'-0' a' i e'-0• 0"-IY Iw-Y '-0' 9'-Y 12'-T 9'-1' I2'-6' IPOA T-1. b'-8' @'-a. @'-a' 10'-9' 0'-1' 9 <!' 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