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HomeMy WebLinkAboutPLANSOpening I (tyxii) 1. Accordion 125 x45 J Walkway SCANNED BY St. Lucie County ET L0 oCY) � C J LL C V L ❑O pCU o to (1) N m N c May 09, 2018 Site Plan , J GENERAL NOTES. 1. BERM, H.M. ACCORDION SHUTTER SYSTEM "MR ON MIS PRODUCT EVALUAPON OONMEM (REDJ N.S BEEN VETFlEO FOR COMPLLWCE IN ACCORDANCE WITH ME 2017 (6N GORDON) pE ME FLORIDA BUIL➢M6 LOGE. iN15 ACCORDION y1URElt SYSTEM SHALL NOi BE w$fµLED AT MW1 YFyOCRY H0)=E ZONES. DES IN WIND LOADS SWILL BE DETERMINED A PE SECTION 1620 OF THE µONE MENTIONED CODE. FOR A BASIC WIND SPEED REOVRED BY ME JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A CMECBONAUEY FACTOR Ke-RAS. USING ASCE 7-ID AND SHALL NOT EXCEED ME MAXIMUM (AScj DESIGN PRESSURE RA➢NGB Ix01GTE0 ON SHEETS 11 THIRD 15. 19 k 20. IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WINO LOOS OREMINEO PER ASCE 2-10 SHALL BE FIRST REDUCED TO A.5.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY OR IN ORDER 10 COMPARE THESE'W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THOU 15. 19 @ 20. - IN ORDER TO MERRY THAT COMPONENTS AND ANCHORS ON MIS P.E.D., AS TESTED. WERE NOT OVER STRESSED, A 33 n INCREASE IN ALLOWABLE STRESS EOM WIND LOADS WAS ({= USED W THEIR ANALYSIS. HOWEVER. A WIND DURATION FACTOR CD•1.60 WAS USED FOR VERWICAION OF FASTENERS IN WOOD. BE RTHA H.V. HA ACCORDION SMUTTIER SYSf[Ii5 IDEOUACY FOR MAID µ8 LARGE MIST IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MOsI.2 OF THE A90VE MENTIONED CODE AS PER BE R.A. -IN BLADE O 10214.01-0. 10715.01-03, jIG0A.01-O5. 14214.01-05, j0317.02-06, j0009.11-10 µ0 10210.01-11 AS PER Iµ-201. 11-202 AND Tµ-203 PROTOCOLS AND µM E-1866 AND E-1996 STANDARDS (MISSILE IEYEL D WHO ZONES 1, 2 k 3) 4 /12ID.01-10 AS PER Tµ 201. 21 h 203 PROTOCOLS LARGE MISSILE. -IN WINDOW BLADE @ #0505 01-08 µ PER ASPA E-1886 AND E--I996 (MISSILE LEVEL D. WIND ZONES 1. 2, 3) SPOIC PROTECTION ONLY µD./ 0725,01-88 AS PER TAS 202 PROTOCOL. 2. W BLADE 0 AND HV WINDOW SILAGE 0 ARE IGNITED FO WORK IN UNISON WITH EACH OTHER UNDER ME GENERAL 1I1IFA110N5 AND CONDITIONS OF USE MDICATEO ON SHEET 19 1 BERTHA N.V. ACCORDION PINS (HV SCREWS), USE AT GUIDES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAM BE §14A275- µO 114H.75- RESPERNELY• 410-K UNDUM SERIES STAINLESS SIEFL SCREWS WITH 1350 Wei YIELD STRENGTH AND LBO 4i TENSRE STRENGTH. PODS SHALL BE COATED WITH BERTHA HV OACROSHOLD CDARNG SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED -1 NIERICIN SIIUME. SYSTEMS I350aAIION. PWS MUST BEAR THE Nv NARKING ON THEIR HEAD. 4. µL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 AN AND 36.7 Is! FOR 6005-T$ ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31B AISI SEWERS OR CORROSION RESISTANT COATED CARBON MEL AS PER OIR 50018 WITH 50 IS! MIN. YIELD STRENGTH AND RO esi MIN. TENSILE STRENGTH. AND SHAM COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOL15 TO BE µTM A-302 GALVANIZE STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL VUM M Wei AWMUM HELD SMENGM. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFIMIONS: MY BLADE 0 : 12.13.14.15 µD 20 HM BUOE 0 EI pi WORKING IN UNISON: 12. 13 6 15 e'MIS BERTHA N.V. ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT 16779,582. COMPONENTS OF THIS AOPROMAL µE COhKE METAL SUPPLY, INC. , IN WHOLE OF IN PARE BY U.S. PATENT j5'45B, 1 79 ISSUED IO EASTERN 9. IT SHALL BE THE RESPONSIBUTY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THIN) FASTEING IN CONTINUOUS CONTACT WITH ME BUILDING TO PREYpR WIND/RAIN INTRUSION, 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A Msal-E PLACE WITH NARNING NODE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL HV AMID HU CENTERIMIES AND ENGAGE OR LOCK ALL HV AND MD LOCKS. 11. SHUTTER Mµ•UFACTI V.Bf1 SMALL 6E LOCATED ON A READRY MSIOE LOCATION AT ACCORCgH SHUTTER IN ACCOROAHCE MM SECTION 1709.9.3 OF RORIDA BURDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENWG. WELWG 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12. BERTHA H.V. ACCORDION SHUTTER SYSEMS IIIFALL jDN SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS PLAY BUILDING AND ZONING REGULATIONS PROMDE BY ME JURISUCTON NHEHE PERMIT 15 APPLIED TO. 13, (0) MIS P.E.O. PREPARED pY THIS ENGINEER 19 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE TINE SITE CONDIT10Ns DENTATE FROM THE P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND WSIA ANON INCLUDING LIFE SAFETY OF MIS PRODOCT• BASED OH THIS P.C.M. PROVIDED HE/SHE DOES HOT DEVIATE EOM ME CONDITIONS DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT $ME IS Me MRIMCTOR'S RESPONSIBILNY. (e) THIS P.E.O. WILL 9E CONSIDERED UJ ID IF RETIRE BY ANY NF.W£ CTS LL BE REPARED OF A RESPONSIBLE FOR THE PROPER�USE OFPME P.EO. EONEERIDA OFREGISTERED RECORD, ACING µflOR ARCHITECT WHICH A DELEGATED ENGINEERIU- BECOME TO THE P.LO�HENGINEIER ENGINEER SUBOF MIT 10 iM5 LAMB MEFOR THE RSI 5 SPECIFIC DRAWINGS FOR FOR GWEN. (e) ORIGINAL PE.D. SHALL GEAR NIE DATE AND ORIGINAL SEAL ANTI SIGNATURE OF ME PROFESSION ENGINEER OF RECORD THAT PREPARE 17, 0201-1 T.FCCO, INC. 1 L�I E C O ' \ ��riif 6s� W \\ TILLIT TESTING k ENGINEERING COMPANY fJ1f Nw. )P.n: 51.. Sb. ]ee. HIKaV W0.M5, R0fA L .. p� O Pnm.: 13D.)$71-1ss . Eo. :. (3GS1aT1-Iv1 -mox F.6119 ;G I.LIER urt",. P.E. :CCN-FCRFKutYl iar/Des a. Ue. j 4am TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE a WINDOW OETAIL AREA I HV BLADE In AND HV WINDOW (WHERE APPLICAULU RI AO[ (11A TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS 0-11. CONCRETE/BLOCK SHEET 7 CUCTERMAM DETAILS HV SHEET 8 CENTERI.IATE ALTERNAIUNG DUALS NV SHEET 9 END CONNECTION DETAII.S 1-6. CONCRETE./BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DUALS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 h X, I -MOD SHEET 18 AR n 3, HV WINDOW RI Anc PONLY YPIGL SHUTTER ELEVATION SHEET 19 AREA 4 HV WINDOW RI Anr ill n I v INSTALLATION DETAIL. METAL STUD WALLS STREET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 Vlesl.Iods Drive West Pe DR Beach, FL 33407 EASTERN METAL SUPPLY. INC. Accordion Shutter H.V. HAOE #1 W/ M W/o HV. W w AVANG NO 17-107 1. 1A HV WINDOW BLADE LIMITATIONS OP USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER —g - a , !tHV ADJ. FLOOR TRACK OUALIFlED FOR USE W/ HV BLADE r1 6063-T6 ALLOT AND TEMPER 'n 51T o �� oeJ• �DaJ" r Awo' rl any I6)Oi 1 Lfi06" ' 1) HV CEILING HEADER O�LAUFIED FOR USE W/ HV BLADE(11 ONLY SEE SECTIONS FOR VAUDhP$I 6063-76 ALLOY AND TEMPER 3 MN %IIN V MN 1 T C_l,USrDELSAFl,D FOR USE " Hv BIRD ANU TEMPER I I G99" (3�-HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV SILAGE 111 6005-T5 ALLOY AND TEMPER J$46' ISCC' 005- ✓. iM1P) i -1 C7IHV ADJ. ADAPTER W/SIP QUALIFIED FOR USE v!/ HV BLRG (� 6063-16 ALLOY AND )EMPER V HIES 1 0I 8 OB aJ_�J mD' —T 1 � C60 I 91ib1 :E)0 HV HEADER SILL OUALIFIcD FOR USE W/ HV BADE C�ONLY 6063-T6 ALLO AND TEMPER 11 rl ALUMINUM ANGLES QUALIFIED FOg USE w/ Hv BLADE I ONLY. 6063-76 ALLOY AND TEMPER VARIES 1 —L L\ 'Y (4)HV DIRECT MOUNT �' OUaLiFIED FOR USE W/ Hv ALLOY ARPI:Db 6063-76 ALLOY TEMPER i S'r Pr 'I m Lels' z.092- - t C8:HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE AT , 6063-TG ALLOY AND TEMPER 'C HD C I INO H AD R/SILL QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER. COMPONEI:T q 0 it TO ;J 2' 5' VAX.. 1/a, V UB• i I 7 ] 15' VAX.' G19$ 0.192- i9f I ).S i 7' VAX.'0.190' 0.ISO' 5�1 l' 0.139' 0I3I' ezOv 1e1Lw. ma. �3 IL�ECOINI�. TIELIT TESTING A ENGINEERING COMPANY `` esss N.n. @m, A,. s.. =..,v. VEX, , iW9t. A, Ate`^. �•� P..on.: nos)azl.rno.. o`,•.L �om9s)en-,v1 \=`S41ILI5 moa. a ew CP-WO6)19 Cj l L,n A NTW) 'r. P.C. -f DUAR ROTC[ Lk. / m67 ."A21. L13� 5)11VSTATER CUALIFIED FOR' USE l•! 6053-76 ALLOY AND TEMPER Irr-------$.6>Q.. .B9i 1_._,.61pJ.D]C] �9j HV TRENCH TRACK Ol1AUFIEO FOR USE HV BLAL ONLY.. fi063-T6 ALLOY AND TEMPER Y Y l 0 2- Ii0.125' I J 0.G90 i ! •,0 CORNER POSTS 7)UALIFIED FOR USE IV/ HV BLADE(51) 6063-TG ALLOY AND TEMPER A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 Westr0ads privi WUSI Paim Beoch, FL 33407 ILI HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY Ak4 TEMPER 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA Accordion Shutter Syst HV. HADE #1 W/ OR W/O H.V. WINDOW BAD Y. N _ CES[PICIICM U E OMWN 61` LC AT DRAWING NM AT. ONLY 2) N CUaLI iED i I— PVN � FRONT EL(Ytil6:3NORIN '277 LOCKER FOR "T" LOCK CENTERMATE CUALIFIED FOR USE W/ HV OIADE(t,'•ONLY 6063-T6 ALLOY AND TEMPE-R Ka- 214' rue USE vl/ HV BLADEq)& F`A•ONLY 6063-T6 ALLOY AND TEMPER Ja I ecal C6'1' I & HV MALE "T" LQCK C NTGRMATC 'G QUALIFIED FOR USE V;/ NV 81.:DE^ONLY ILB' 6063-16 ALLOY ANO TEMPER t31; HD CENTERMATE W/ NO LO KING ROD :32: v OUADFIED FOR USE e'/ HV ELPDEej%& 6063-T6 ALLOY AND TEMPER USE V;/ HV ALLOY AND TI 6063-T6 ALLOY AND TEMPER GUAUFlED FOP, USE V;/ Hl' 6063-16 ALLOY AN 3.161 Y' � I z �a I A6r ,5 331 tW QUIERMATE'S INSERT GURLIFIEp FOR. USE 4Y/ tW BLAOE(l)& 114I 6063-IS ALLOY dd ND TEMPER 31/]' CI /4 C `3�) HV 1 /4" 0-20 AI 1304 5ERI 5 S S THUMB R w� .LT ILL FOR USE W/ HV DIADE Illlr �•`L'IY ,�. u/ 1/ ^�- e]an ra]¢o. ANC. IL ECOINa. 7 •' TILLIT TESTING & ENGINEERING COMPANY :� $7A 1) _• �Q� bs6s :... xc". v. si.. 3R•w xvc.'N e.,Nbxxb. n OA,'•.•F� C Pn...: Iros)eJl-lin�<.osi, os)aJl-,513o1 s P.l A. 1iDC„�6�44zj1N' «x]Ea -1,D j, P.E, O F fLl to/lAMnlll:0e /nr.e_ FLO`nLIA Ih. F 4A16) Y•-:Oen' 1/4'-20 -o1 VSf SSu1 6 `,p n� 1 EI.ND 1. NCVS 1,KR,o r� n ) V an vrz / i j LJ 6�- I e.s CMO:P AAKM IpPovF (R HVLOK L9J5" QUALIFIED FOR USE W/ HV DUDE �t1& ,F ONLY. FYPJCCb 1 ,-s- - m xwsu;L p'"EL P.xm Pamrc6 L FcxxxcA ux"� bWSS MiNC@ (pPWE-1axED) (2-4 HV EGRESS LOCK QUALIFIED FOR USE 'N/ HV BLADE 0& 6S 014LY -10 OD. PLASnc .AD DLD6D ro--l� SCNEw � -i w��J c AFTER PNETIN: 1/4"0-20 x 3/4" BEFORE RI IRG S.S. THUMBSCREW 1/4"O-20 RIVNUT• " i SOBS 911. gCu:.Y C Mc: u (JRb.13 eNLv) xAREE.1 I.^6�2: SxF.R NUIS[Rx, Pax µu]aCNVEO OY aDIDt AVO 'V Cif HV "T" LOCK CNL4PY IFY aFSP HV ALT R -Y C]L3a OR FWIi, A OC QUALIFIED FOR USE OUALIFIEO FOR USE W/ M' Y,/FR, BLADE Cl; ONLY. BLA E,1i GNLY. nl I . I -I .Q•Ja. 6J5- g o' M1 . 35" :I Due F-j ea I ^� S m_� QO I_ F]YL6lJiRRY - 0R SY CYllNn'VOF i4 HD LOCK BY RECENT NARD"ARE LORPSE LOCHS SN"C' 233A HOOK BOLT LOCK, OUALIFIED FOR USE Y:/ Nv BLADE L)& 1�1 A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 Westro0d9 O, vB West F'olm B6OCh, FL 33407 w[VTI t N METAL SUPPLY. INC. BERTHA--HV,,, Accordion Shutter System KV. MADE #1 W/ OR W/0 H.V. WNOOVV BADE MNG No 7-107 SHUTTER ASSEMBLY SCHEDULE FDR HV 1 HV QI HV 81ADE T ® HV BIADE 1A ® HV LONG RECESSES NYLON DASHING HV SHORT RECESSED NYLON BUSHING 4® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES a.870"x3/16" THICK NYLON WHEEL, 0.188% AISI 302 SERIES S.S. [RIVETS d© HV 1 3/4" ACCORDION —PIN #8 HEAD- ® HV 2 3/4' ACCORDION PIN IT9/ $8 HEAD 4a POLYCARBONATE IMPACT RESISTANT IN WINDOW III 31i d ) nl 1D OR 0 ••. wNa u. J� �0 EXTERIOR II I r . OOR @ .. /-q© or �3 ((SEC NOTE 1OR WE. 0 OR V 1 (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR 3® / .Is BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR IN © BLADE. TYPICAL SHUTTER ASSEMBLY N (2) HV PIN ® MAY BE USED IN UEU OF E) AND ONLY AT .i.S. EXTERIOR BOTTOM KNUCKLES OF Hr ACCORDION SYSTEM W/ W( BLADE WHEN CORRESPONDING TO INSTALLATION "It'.SHEET 7. t P." (3) HV PIN ©OR ©W7/ O.D, 1T1IL THICK S.S. WASHER ® • > SHALL BE USED FOR DIRECT MOO UNT INSTALLATION PER DETAIL X, SHEET WHEELWHEEL CARRIAGE w o e • c U, xv PIN ®OR a AT EXt IOR ArI GLADE'S CSEE NOTE FOR `,1} REOUIRENENTS) O I_Y LAYOUTSI S MBMB YY 1_. BL DE'S KNUCKLE IM) 2 EXTERIOR C625' .les•I- ".ri 111E 0.25. .0625G62S DgF Nl TYPICAL HV WINDOW BLADE dA AND jPOLYCARBONATE HV WINDOW DETAI 31, ARP.ONATE IMPACT pfSISTANT HV 15'INn W'ER MAKRCLON 3103 POLYCARBUNA-EINS, W-STAWLIZED GRADE OR SABIC TO DIADE Dorton OVATIVE PLASTIC LEXAN 103 RESIN E MUTE 'F' ON SHEET 19). POLYCARBONATE SOURCES FOR 44 -•°°{rwxE ResuLr ,R+w. emaerae ran ]w w u� bOo(xS = x P+•^* R9 ypru. alu orva ao.F lei ' acs �.Y:.' vti�.5 n{w veowTM un c1a .m e.', x maw{ se{+;ux a .._w ume Ixeao ...:. a.mc o r.{x .^wnw ow.a: ,o,u pnp a..a. ..L .S.mo ..., xswzo Mco u. oaa a n-eA, IT r ,, sw.E vocn m c:eu . Eu a Mu ssv A caw .m D+mv ww r aee v.:G¢*SI: cus KM1C SPSIFtn YIFA xG+n V'N: +[xeL{ 99E55 9VFaE 0.r.'Krm:t .5 u pt{ B. V .V'p -� c201] ➢DEC., wC. II L�E C O n uWlmnv A $ S L,UULlnon nlgn velocity nurT'icone Lane 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System • �r)' •'• b""'/ N ti7 ''• FF' {4 n�� .ns. Cam. Lt}R ft PR++` ■ ■ ■ ■ /i American Shunter Systerns Association, Inc. 4266 Weslmeds Drive West Palm Beach, FL 33407 N.V. BADE b1 W/ OR W/O R.V. WINDOW EIME TILLIT TESTING k ENGINEERING COMPANY e1�s nerrsn rpm ppap. .'(NO-11-Is3o. N. (ooslan-en -'" �? E','�•°O�o' ftitLTER A TSLR 1,. p.L rw"m♦ I" f Ni6] Ev, x oEscnlvilax c11rz CMxx Dr: Lc OLD I5-ee5 c i0(,CAL Q���, '•..,.,,,, r.r" ' ' P.E. SEAL/SIGNATURE/DATE v T DR1A1-IJING No-F I / O / ♦ 6 SHEET 4 OE 20 p p s.�sa 11 O� 1 I � I I 1s.f� t3f3••rf�l I Kv I 124` 9b5�+ ,4�'Yw jigseUy5i T Klb xyy nvo -Le'A61 I III I I � ¢dw V25 OF CORNER, CEMTERMAI'E QO l"i•�81w �9r ii 3:w(j 91•it 5'wl� •�qi TYPICAL 11 HV BLADE SHUTTER ELEVATION N.T.S, *NOTES ON HV LOCKS AND CENTERMATES: 1. MM06M Y LONDMON /Iv ONE HV LOCK 'gg IT Z$ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTAL DONS AT ANY ELEVATION. HV LOCK Igg or 9MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 2I OR Q CENTERMATES W/(2) 1/4.0-20 x 1/2' LONG FLAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. ' IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TVO HV LOCKS @ Q3 OR @,6 IAAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 12i: OR E3 SHALL 6E AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ]. BE IS USED WJTWO H V II>Ggg1,• LOCKING RODS 3 ME NOT REQUIRED AT_MURRICANE POSITION, BUT MAY BE USED IF DESIRED i0 ENHgNCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY C0NOI110H i2. ONE HV LOCK 6 pp 2-$ SHALL BE USED AT CORNER CENTERMATES FOR XN SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK f2 Or 23 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED 10 23 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS M1S AT TOP A BOTTOM SHALL BE USED. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED 0.. PER SCHEDULES SHOWN ON SHEET 12, 5. FIflS1 Al11 1 1 1 TO IA unpiO 1 CQNQMQM 01 •s .:: / MMMETRIM ,TE OR .01 . ONE nLTE- TIT — LOCK 26 MAY BE USED IN UEU of HV LOCK rA4 Or '(5 FOR ANY SPAN AND INSTALUMOONS AT ANY ELEVATION. ALTERNATE LOCK 6`6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF 1/4'0-2013/4" S.S. THUMBSCREW TO It OR t CENTERLMATES SHALL BE MADE W/ 1/4'0-2N3/4' ALUM. RIVNUL AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. G. ONE HV LOCK 24 or @ Or 26 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86', AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK Q_§ or 25 Or 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO f- or 4LI SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD B.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3$ W/ 06 OR T,� TOP AND BOTTOM IS COMPLETELY MANDATORY. "NOTES ON HV 'IT" LOCKS AND CENTERMATES, �$_; ONE aLTEPNATC HV T' LOCK MAv BE INSTALLED IN LIEU OF HV WOKS 2a OR 25 mR ANY SPAN AND AND INST41ATION AT ANY ELEVATION. ALTLIRNNH LOCK 65 MAY BE USED AS AN INSIDE -OR OUTSIDE LOCK. ATTACHMENT OF LOCK 60 INCLUDES USING REINFORCING LOCKER D , AS SHOWN ON SECTION HVrr, SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES @ AND 24: W/ 1/4'0-]0 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'. x 3/32- WINGNUT OR W/ I/4'O-2Ox I' 5.S.M.S. INTO A 1/4'0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPP.N OR 2' MAXIMUM ABOVE AND BELOW' MIOSPAN. USE OF TWO LOOKING RODS C4 TOP AND BOTOM IS MANDATORY, 'LyOTES ON HD LOCKS & CENTERMATES' 1. ONE AISERNAIF HO LOON i30 MAYBE USED IN LIiV OF HV LOLKS 2 OR 4 FOR ANY SP. AND INSTAWDONS AT ANY ELWATION. ALTERNATE HD LOCK 13-4'). MAY BE USED AS AN INSIDE OR OUTSIDE LEON ATTACHMENT OF NO LOCK ¢4'. TO 01 IS W/ 3 10 x 3/8' F.H.. 59A.G. AND INCLUDES REINFORCEMENT INSERT 6Y: AS SH01•IN ON SECTIONS HDB-HV AND HDC-NVC, SHEET 10. HOCK MAY BE INSTALLED AT MIDSPAN OR 12' MIUMMUM BELOW OR ABOVE AMIDSPAN. USE OF LOCKING RODS SS IS COMPLETELY OPTIONAL, ] _ -- Llfly��`'T..........,, /T p ' LiCErVs� •.. ✓y L tea p�^ '. JO`'� �_;{� 4Q' L`' ( '�. :':". .'SSJ b�` 1[L11 - ONAL ET IT" RE SEr,L7SlVWTURE/D.STE 02017 IILIECO. INC. �L � Na FLDmun DUILUNVD �����`��� American Shutter Systems Association, 'nc. 4268 %VestrOGUs Drive l4esl PCIm Secch, Ft. J}40] UUUE non nlgn velocity nurncooe [one, 02017 MIERN "STALL SUPPLY, INC. BERTHA HVTM Accordion Shutter Systein KV. GLADE #i W/ OR W/O H.V. VrTNDI GLADE TILLIT TESTING & ENGINEERING COMPANY 6", xr:. N., SI. Syr. SOS. OiLINN o WENT, RMro� ]SITS rI—A . 05)1111-1520. Far: TICS)9T- 131 -mrEe-0or6¢19 ww .,.LTER A. TILO ,,, IS FLcrIOA I.I. r 44167 EV, x WTAOK 1.11 Brt[ ONV N En L.c. 1 CLD 15-CSS )/22/Ir O,I F: 071VII] 3 DRA59ING No 17-107 p s SHEET a. - / CONCRETE ANCHORS / (SEE SCHEDULE ON SHEET 13) '_) HV W LL EADER I S LLA r-CONCRETE A14CHO:S POURED (SEE $CIIEUULE ON CONCREiE_.. 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FL 33407 s DRAIGD1119 No WALICR AOs St., A. G.C. P.E. SEAL/SIGNATURE/DATE fLONotr L"'X �t1ge SHEET e 7 OF 20 CO S ON S ,*- SLE NOES ON LOOKING PAODS 0 . mE TO(D n, 0 oUT 99, '? N f E.ISTIIOi INSTALLATIONS W/CI HV ##ND I-VRNPIE N,". y. GN SNEET 6. " kkAOE SVLK 9ETAI NY' 15 VMIO NR ALL BLADE W HV CENTERMATES OEIRERIMTES MPNPTION PARI EUGEOI f0•ISm©•0-8'Q a. � R 1 ,—EXISTING GLASS 5EE ENE) DETAILS ON WALL TCNNOC&01 r.x /s G r i 8O.®°" 19. Q�1-....-.-° /° r s I/2- _-.. . OG1 I6 LtGY) O lllN, R. I!z 6=Q•® 1 ( OPPOSING ---" — " CIORS O CG. CPEIE ) trGR...nc ) #_ CENTERMATES SYMMETRYCAL r/2-S.S TO IuaEI F0137<'sNls 012-- CENTERMATES SE I I I IOn 1! i0 GV.aS ATEAcn GL. (rell 1 00, rust LUIcm. -W/ HVOCK„or -. W HV_LOCK o -` -... # (SEE SCHEDULE 1 - ON Si1) 55 I N i sO ��,� , AV UO' (J — j OUT ��' 2r# HVC lo•©.,Q.QIN1 © HVA _AMC HVB _ ..--.—_... —..IG O .©' ©A-3 EXISTING CL55 a Q 11VT •A 3 I 5II'� Fx15S1-ISH� 0. 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LOCK or 0 or or YI`EJ HE LOCK ® W/ NO LOCKING ROpS� or CENTERMAT@ 280E 29 V1/ ONE se"T' LOCK 30 W/T`NO LOIQNO RODS 35 TOP & B07041 MEE S O Als. rv.11A u[ Ir•A) cpnAPE LEi:•'tw INS7,V,GNS 0 W;IL MW RNC FLOOR/CEILING IICJNNNO u IN 15-- l (11 30 OR LES 16'-0' tG-0' 1G '-O" 16- I I6'0' 3$ 40 45 iJ'-1 11J•-1' IJ'-9' 14'-3 '8 55 Po' _ 1V 11'-J ' IY-{— _ 65 10-I0' 10'-10- II' -I' It'_11" _JO 10'-G' 1 I0,-fi NO'-9 1V _ _ 75 __...90_ 10�-I' s._IB" _IO'_1• IO'_4• II'_1" 90 95-9, 9'-I' 5_-3' 9'-5' 9'-2' 10-I" 10" 100 9'-4- 105 B'-J' 7'-11- 8_g' 11 8' 9'-2 ITS5 F'-1 120 B'-D- 6•-1r 125 7- so' 0'-8' - e'-0- 130 ] 6'-5- 135 _ J'-]' 6'-2' 7'-5- 7'-9" 160 J_5' S'-n Y-T 155 )'-O' S'-5' ]'-2' 6'-�' _Ifi5 6'- 0' S'-I' 170 _ 65-9'�.NI -f l' 180 185 _ _120S'-6' 195 6'-5- 200 6•-2- <--2- 6--4' 205 6'-1 MAXIMUM SHUTTER SPAN' 'L+" OR -L-• (ft.) FOR INSTALLATIONS VJ/ P I ONE HV LOCK �Orrr �jV LOCK. W/ If 1 RO05 (SEE NOTES t. ft) (."I;; ", I I1./COLrK IOUNI . I SCHEDULE N3 MAXIMUM SHUTTER SPAN* "L+- OR -L-" (ft.) INSTALLATIONS & W/ ONE HV LOCKS OR 'A/ NO LOCKING ODS (VMUD FOR MO'v .11.O SHEET ]) ummum CONCRETE A50. Om••4 INSTALLATIONS R M�N�'K� RE4R/CENx4 •IOLRJ:4 RQ (N JO 16'-O" IE'-0" 35 IS'-2' W-10 .0 . _2_ IS'-2" 45S-<- I4'-3- _ 50-3-35560w-1 T12 10-11 fi5 9'-5' 10'- I' )0 _ )5 a-W 0_ & T;pCO WALL E. r1.1 tU N. 0, P, 0, MOUNTINGF. R, S. & V. FLOOR/CEILINGH. MOUNTING J T. U, VI & X O MA.11U. SHUTTER SPAN 'L+ OR 1 FOR MSTAlUTONS :RTD 1'.'WD SW4.L BE MMREp TO 105 All. aS.D. DESIGN PRESSURE RATING. 'r W CORNER CENTERVATE 13 NAY BE USED Al ALL MOURIING INSTALLATIONS. LOCKING SPECIFICATIONS SNALL BE AS INDICATED ON IMNWORICONDNICN R2 NOTE /5. SHEET 5. f} EXCEPT THAT MAxtIN SPAN •La' OR'L-• AND ILA IDUM ASO. DESING PRESSURE RATNG F09 INSTALLATIONS IWO COIICHEIE 01 CONCRETE BLOCK STALL. RE ULIREO AS FOLRVS: 1- CONNECTIONS 10 KEYSTONE MOUNTING LIMITED i0 64,-72 P.e.1. AND 8'-0' SPAN, SEE MOUNTING MOON SHIFT ]. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" I HV BLADE FLORIDA Bi C7017 11LTECO. Ni.I IL�CO A.S.5.A, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 65 . ill,...r. c.PPms. R.I >me Association, Inc. PL na 6(3.5X171-IS.O , rev : (3B518J1-15JI 4268 'West,o.ds Drive —AL 01—.11— EB-OW6119 West POIRI Bloch. FL 334D7 VAUEN A r-UT 11. P.C. ROAICA L2 i 44167 (I) 1.+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING, L-: MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPA" FOR 1VALL MOUNONGS (TOP/BOIICM) OR FLCOR/COUNG GIVEN A POSMVE AS.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'Li FRO. SCHEDULE. GIVEN A NEGATIVE &SO. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MA•R U J DETERMINED SPAN BETILEN 'I,i AND 'L-- (3) PROCEDURE TO DETERMINE NvxINU1' SPAN FOR COMBINATIONS IN BETYIFN 11Ay MOUNTINGS Y:/ R.COR/COUN'G XIOUNTIP.GS. FOR A GIVEN POSITVE AS.D. DESIGN PRESSURE RATING DETERMINE: L,+- MAX. SPAN FOR WALL MOUNTING WSTALUIIONS. Lai- MAX, SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN (NEGATIVE P.S.D. DESIGN PRESSURE RATING'. DETERMINE: LI-- MAX. SPAN FOR S: MOJNnNG INSTALLATIONS. LN-e MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL HNMBVUII ALLCSvAB:E SPAN IS EQUAL TO T✓ MINIMUM EUREEN % . Zl+. I,- ME-LS- [ (A) GO 10 ANCHOR SCHEDULE WITH FILIAL .'.AXII11.1 ALLOWABLE SPAN AND NEGATI,e ASO. DESIGN PRESSURE RADNC TO DETERMINE uAX! ULI ANCHOR 02017 EASTERN METAL SUPPLY, INC BERTHA HVT. Accordion Shutter System N.V. RAM #I W/ OR W/O H.V. WN[CsV MADE No 107 f e"ME11 rJOO lm WIN 1101811 am n mini IN I aovooe 0=0mg WALL HEAGER MOUNTING ° fi 0 15 0 6 0 ♦3 a ♦3 B ♦ ].5 - ].5 - — - It 1♦ I• 14 u It 13 1} I3 13 Iz 12 12 10 10 10 10 la 10 10 9 p 9 s 9 9 8 0 6 0 e B 0 fl B 6 B B ° 6 d' e d 5.1 B d S 6 ° s ].5 °.5 i 1♦ 1 ♦ 1♦ 1♦ If "-a } 2 12 12 13 ' .� 10 10 9.1 Ip 10 a 9 9 ).5 s 9 a.a 0 B 1 'e •.9 _ _J - _• —' _ _ - - r- �_- : 11 1♦ I♦ If ,♦ I$ 13 I$ lx I$ ,Op 0 10 p5 Ip _ 10 la6.5 4 _9 9 ].5 9 9 J.5 0 0 6.5 a l,5 5.5 _ ) ].$ ]S B 1 _ - - -- - - 1 -__ ] - If 13 10 9 0 B 6 -_ I♦ I} B 1.S 11 ,1 65 5.5 - 4.> J •...� 1! 6�12 1$ 10 10 9 9 tl 0 0 fi J 1 - _ 11 Ix Ip "q 6 -�"'--_ .., t♦ IA 13 ,I 10 10 90 G d.5 - _ " B - 45 - - 11 12 3 1p 9 9 B B ° 6 B 1♦ 1♦ 13 1 10 ) fi - -' - -_- �"""" Iz it p ) es 55 __ } ].5 - - - iAPCON OR iAPCON Y/ITH ADVANCED iHREADFOR61 TECHNOLOGY hLL POINIS SOLID -SET BLUE TAP TAPPER. * SEE ANCHOR SPECIFICATIONS ON SHEET 13 •SEE LMrtg10NS OF USE FOR Ix 9_ _ ♦.S _ - ---- _- - _' _ _ i♦ 14 14 1{ 14 1♦ 13 1] 12 ,2 13 v 10 Ip 10 10 ,0 IB _ 9 9 B 9 9 _ _ 0 ).5 - - - --�_ ,♦ 11 13 11.5 lO �5 S - "' -'�' � _ _ _ _ - B ° B B 0 0.5 6 ] - B e 15 5 SS ° B )3 • - 0 _°_ )_ 55 .9. 35 __ B-.B ') x5 ..'s =1_ _ - '�1\ 1 HV 'BLADE OR n HV BLADE 9 e.. s ° 3°s .6 � — WLn HV WINDOW BLADE WORKING IN UNISON + 05 53 ]3 J J 0 6S' S - - ° ) " - - - FLORIDA BUILDING COD, (Non High Velocity Hurricone Zone• rf�201] EASTERN AIEFAL SUPPLY, IIIC. BERTHA HVH,— ASSl4 Accordion Shutter System ■ ■ ■ ■ HV. TOEI W/ OR W/0 H.V. WINDOW @/=LE American Shutter Systems n. .e1 oacBlBnpN 8.,6 mu„m 6.: Lc. Association, Inc. OLo IB_OS$ uC a)/2].n 4268 West,,e, Drive .3 - West Polm Beech, rL 33407 3--' DRAWING Me _ 17-107 ° _ SHF-Er � 12 OF 20 I2 IB 10 10 )3 IO9 ° 6 B _ __ � - _ _ .. 1♦ 1♦ g51) 0.s E 0°-] ] _ "' I ♦ _3_, 10 )5 3 - - 9 _6 5.5 3 5 _ _ _ _ �_ _ _ _ • Ip9 ) S.s _ - _ _ _ _ Iz IB 13 Iz _ _ _ _ _ _ _ u Is ss ..... .�- _ �. 0.♦.9018 _.- T _ _ _ - I• _ � _} .. 1'S 9 � I ] 5 _ 4 _ 5,115•\y�`..... �.. �/T �- 0X11 Up'.. IrvG tiic`riS ` ' L E C ,,qc. ; ��••� TILLIT TESTING & ENGINEERING COMPANY 6F Ai ."5 ne. Je:M.tl z1. ]91 Nx NOQs. Zd e. nla • h sz PboM : (]psJB)1-IsSp . a.: (J53)e»-Isn `•;�,$' '•.:, ''_1�4•' It1 a-mrva: unecoeaa..mn . SjQ�ALEN��11'' SLIL6sap;ILL'A P.E. 1 r.F,. IMU'p ♦416) P.E. SEFCy9MNATl1RE/DA1 E' L . 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ANCHORS TO SUBSTRATE SHALL BE AS MULDnE: (A) TO EXISTING PoUREO CONCRETE (Min. Vc + ] OaQ ^.N cPA - 1/4'0 TAPCON OR DUPONT WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED Ri LL.W. 8NLOOL (Min. L+ J U) HORc N IRFN.^. - 1XO c 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS DORM, BOLA k SPECIALTY COLPµY. (Min. 1'c ] AI - 1/Ib BLUE TO CONCRETE ANCHORS W/ CAP As -A UFACRUEO BY FWAIDA MOTHERS OR TAPCON .11' nWADDED DIRECT. INC, (Min. I + 2 MA) - 1/4"D TAPPER. µCH)RS AS MANUFACTURED 6Y POWERS FASTExna, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY THREADMItU iECNxOLGCY COMPANY OR µY OTHER APPROVED LICENSED OR AUMORIZEO `AROOR REGISTERED WITH WE AMERICAN SNUFUR S"MMS ASSOCNTIOB, INC. (Min. ('c + ] YM, 0.L rOINTs Stt10-EEr fiLUC TM YI/ GP NOTES: TA'Ycp• A.1) IAIWMVU EMBEDI.IENT INTO KURE' CONCRETE OF TAMOI CR TAPCON IVITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. ANCHORS IS 1 ]/♦'. AND FOR BLUE TAP W/ CAP MOTORS IS 1 1/Y, A3) "IMUM EMBEDMENT OF I/1'0 A 3/1' ALL FORS SOLID -SET ANCHORS SHALL BE 7/8- UM THE NOTHIM CONCRETE. NO EMBEDMENT •• e� 1•v9E 1" .-v yeR 19 4Yi0. ND I SMALL BE FORM ALLE 1/H Do SS. MACHINE SCREW USED SHILL BE 1 1/Y TONG MIMMUN SIIWLO STUCCO LYIST, AND 1' MINIMUM FOR MED. 1/1 NO STUCCO.11.M A3) M ME TRAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EYISTWC WALL OR PLODR µa16RS 9LLLL BE LONG NOTION ID REACH THE MAN STRUCTURE BEHIND SAUT WAL FWSHES ANCHORAGE S1W1 BE AS INDICATED 0;; NOTES AI) d A3) AENL FOR RNSTALATION9 ON MNYL SDDMG OR an WNH OR IWMOUT METAL SUDS CONSULT THIS STONIEST. FOR INSTALLATION TWO IHS YAM META SPUDS SEE SHEET 20. 1 V B OR CBV BLADE BV WIN OW LADE WORKING IN UNISON (8) TO EMITTING CONCRETE DUTCH: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON MTH IDVµCEO MREADI TECHNOLOGY µCNORS• A$ MANUFACTURED BY 11.'N, BUILDER. - V•'¢ + 3/4' ALL POISOLD-SET ANCHORS. AS DISTRIBUTED 0Y ALL POINTS SCREW, BOLT k SPECLIPY COMPANY. - T NS /♦'e BLUE TAP CONCRETE µ[HORS W/ CAP AS MANUFACTURED BY FLORIDA FASTNESS OIRECf. INC, - 1/4.0 TAPPCRI ANCHORS AS MµUFACNREO BY POWERS FASLENERS. INC„ AND DISTRIBUTED BY ALL POINTS SCREW, BOLT y SPECIALTY COULANY OR ANY OMER APPROVED UCENSEO ON AUTHORIZED VENDOR REGISTERED .1. THE µECOM SH MER SrD MS ASSOCAND.V, NO. NOTES: 0.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP VI/ CAP ANCHORS AND TAPPER♦ ANCHORS IS 1 1/4' µ0 LICON WITH µVANCED THREAOFORM TECHNOLOGY µCNORS 15 1'. ED) MINIMUM FUSEOLI NT OF 1/4-0 L 3/4' ALL POINTS SOLII µC140RS SIULL BE ENTIRELY EMBEDDED RNO ME CONCRETE BL6K. NO EI48EOMEW INTO STUCCO SHILL BE FORUMS, 1/.- P-30 SS ENCNRE SCFEN USED ORAL BE 11/3 LONG MINIMUM SHOULD STUCCO MST. µe I' MINIMUM FOR WAGS "D, NO STUCCO. III 1N CASE THAT PRECAST WORE, PRECAST CONCRELE PANELS . PA.iRS OR AIN YWEFR BE FOUND ON THE EXISM'G WALL OR RON. MOTHERS SIMLL BE LONG ENOUGH TO REACH THE MAN STRUCTURE eI SUD v.'AEL EINISNES. µCHORAOE SHLL BE AS INDICATED OR NOTES B.I) 6 B.2) A9WE MR INSTALUTgNS ON MMM STENO OR DFS WITH OR WITHOUT METAL STUDS CONSULT MI5 ENGINEER FOR IRUAuATNGN TWO STS MYTH METAL SLABS SEE SHIM $O (C) ANCHORS SHALL BE 'NSGLLED FOLLOY NG ALL OF MC RECGMMENDAIIGNS AND $PEi!FIGMN$ OF THE ANC✓OP S \UNVFACNRE2 (0) SEE SCHEDULE BELary FYw Frc EISCE P151ANCE V 95I< SPACING L OR : MAYI i" ANGNOR SPACINGS ARE VAIS FOR EGCE D:SRNICS IIVOCAIEO BCLG'IA I E. 0, LESS THAN THE INDICATED. REDUCE ANCHOR SPLLII:G BY MARIhtlNG'FACING STOW ON SCHEDULE BY TLIE MIONING FACTORS, REDUCED SPACING GpikllCO U511:G FAf.)OR SHAUL NOT BE LESS DAN MINIMUM SFAOUG INICATZ. FOR EXIT . IROR TYPE. ACTUAL FACTOR EDGE TAPCON TAPCON'h1TH AWANCEO ply p01NT SOLID SET BLUE TM TAPPER a OICTANCE MKDOADFORM T C E HNOLOGY w GSP / MIN. SPACING E.D. TAM. SPACING - 3' MIN. SPACING a ]' LAIN SPACING 3 1/] MIN, SPACING P ]• 3 3/4' 1• PODRCO C E 8 C L CONCRETE BWCHCONCRETEP(.IRD Mp1Sp MUSIE WFAME qCC( FaUREO CONCH FE k VVJREO CONCINE k mrR� CaOFIE 1<L1 E0. •3' UN CO•J I/i' MN EO.31j2' .3Ix CONCNOTE D 6LTGCK UN ED.•] 1/Y RN( MN EO,•21/Y 0.90 21/T - 0.81 1.0 O.6J 1.0 Y - 0.91 - 1 1/2 - 0.]5 M01> R120, INC. ILJE TILLIT TESTING k ENGINEERING COMPANY A]S 4w. JET, y.. 4u. J89. NRDHX G D.,. RCPICO JJ - vnene: np1le1I-l530. N. am)Bn _Isa1 II m♦E )Is S A 11. 11 w.ROD D ar. PE, IETI: rtnR10. uFI. .ne> A, S,V-.A■ American Shutter Systems Association, Inc. 4268 WBstFGOds Drive West Palm Beach, FL 33407 V rill S•111M "r DA Accordion Shutter System H.V. MADE g1 W/ OR W/0 H.V. VANDON ®LADE KING Me 7-10 PJUBFD CONCRE]E POURED CONCH WNCRETE BLOCK MM 1 KK OhA k II ieENCX Q ROINCUMD MWNLINC QK YIRLL/BOOR MOUNDNO ©N'PLL/WALK OVER MOUNpNC _MOUNBM MGI5S MNG ¢50. -. 13GR.L .___. -q-o .... FS M10.5 (p9 .......... MIM: Ipi A30. 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NFCxu GAOMs. nOF I: y-1 pna.e : OW07L.I ssp . ]e.: (SR)B]I-I531 1131 -ma J`. 111tto0con EB-OM8]191, wµm >.ry.ILUT b,.. TAPCON OR iAPCON WITH AGVANCED THREADFOFM TECHNOLOGY ALL POINTS SOuO-SEr BLUE TAP APPER. SEE AI,C40R SPECLICARON, OH SHEEP ll 0 VAUD ONLY FOR UP TO +70. -75 PSF A.S.O DESIGN PRESSURE RATING R FOR SPANS PER SCHEDULE #3, SHEET 11 (1) HV BLADE ONLY FLUKIUA BUILDING CODE (Non High Velocity Hurricane Zon @201) E.3]ERN METAL SLIMLY. MC. AA �+ �+ �1■�7■a7.A. American Shutter Systems Association, In C. 4268 We9troads Drive WB9t Pelm Bench. FL 3340, BERTHA HVT,. Accordion Shutter System H.V. BADE #1 W/ CR W/0 H.V. WINDOW BADE 11,. p¢sc9lpnpN 0.0: pRMw .1. LC. I OLD 15-005 1/$7/1 p.W.. 07/27/17 } • Dr5Al41NG Ne 17_107 1 MA%IMUM A S D DESIGN PRESSURE RATING ( (1 AUD GORRCSPOhDIh MAXIMUM ANCHOR OR SPACING ( cr cn GIVEN MA,. SHUTTER SPAN. NFGATNE AS D DESIGN PR RF RpTNr AND A ORR POh DIP MOUNTING (SEE M0-IMIC5 0. SHEDS 16 k 11). �U BST FZZ �.T'E SOUTHERN PINE No. 2 VI/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH sou nEHN PwE NO. SPRUCE PINE SPRUCE PINE 1/2 MIN. CO% 2 w Mlrv, G+055. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 \'I MIN. G=0.36 ']/ / PLYWOOD MIN sru+NVp G 0.l0 W/ MIN. C=0.43 w MW. C=0.3fi WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT i 1'lALL MOU,VTINCS CEILING MOUNT i M. N, 0 & R FLOOR MOUNTINGS U N 0 & R FLOOR MOUN1INC5 M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL AIOMNBNGS 8.0. WALL MOUNTNGS O.0_ wul r.WUNBNcS W & % avA aurx. FcvE Bq6 fUl sD DmlgD..rerc 2qE lPtl ssxm aoea n]sw als]I nx(Ml IFvxw.su]'X6Y'I660E54FAi4 M1'94E FATE 6-A _B]4N twat B]SUE eBa L+I _sc oz]�kwr u5uT M6B---'__._ -___. ____._._ r k1 ^usn avHrwsarxx yfi sslm:axzl]�Fx xk4 tsti Dsa]rAN mv6 uaF� !0 <0 60 )5 90 _ OS }0 all 60>5 90 O5 JO Ia0 60 ]5 90 OS JO 40I60 ]5 90 105 30 a0 fi0 ]5 FO (IS ]0 <0 60 )5 Ep 05 YJ a0 60I]�BO OS JC '-0_Od TES IT 10 10 9 8 (09 F05 qp 60 ]5 90 ]0 q0 SO ]5 90 `A :0 60 )$ 9G CS B 6 d 6 6 6 E 12 10 10 9 8 E E 6 6 6 6 6 12 10' 10 9 B 8 6 6 6 6 6 6 6 5 q{ 4-O' 11 10 10 9 8 8 6 E 6 6 6 6 12 Ip Ip 9 B B 6 6 6 6 6 6 12 10 10 9 3 12112 11 12 12 4 4 12 11 IT 12 12 IT 12 IT I2 4 1T 1 6 B 6 a 6 6 6 6 6 6 5 J 13 II 12 :2 12 14 12 12 12 1"< 12 12 12 12 12 11 12 12 5'-' 12 10 10 o b B 6 6 6 6 6 4.5 IT 10 f0 9 B E 6 6 6 6 6 5 12 1p 10 9 B] 6 6 6 6 6 5 6 5 a< 60' 12 IC 10 9 8 0.5 6 E 6 E S.5 6.5 12 10 10 9 8 5 8 6 6 J �2 12 1Y IT Ip 12 12 12 12 12 IT 12 12 12 12 12 12 0.5 5 <.5 R ID .5 N 9 6 !.E 6 fi 6 p 5 a.5 6 5 < Ja5 - 13 12 12 12 12 11 IT 12 12 12 1] 12 Ip Ip 12 Ip 10 0.5 _ 12 12 IT 12 12 IZ 12 11 12 12 10' 12 12 12 p.5B5 ].S 10 ! - 6 6 5 '.5 3.J } 6 5 12 _ • - - - 13 12 fT 12 12 3 i2 12 i2 12 I 12 I] 1.5 9 ].5 6.5 J ]4 -.5 12 12 12 12 R 10.• 12 12 12 1. 9-0 6.5 IT 12 10 B E.S 5.5 ] _ - NQ75 I'['-0__ °•'S - 0 3 - 12 12 12 B.5 6 6 4 I$ 9.5 ].S 8 4.5 12 9.5 E.5 5 15-0 12 - 6 12 - 5 _ _ _ - t2 - _ _ q ] _ - - 0 HV BLADE OR P1 i HV BLADE W/ ILIA HV WINDOW BLADE WORKING IN UNISON® • 54 Nu:dIA?v5 p V19 f[i } NOTES ON ANCHOR REQUIREMENTS W'OOO SUBSTRAT c 1. µCHMS TO WNL FLOOR cP 50'JO N'OOD SOFFIT SIULL OE PS FOU.ONS: 1 SVBSM]E SHALL CONSIST OF 111E FOLLONR(^.: 1/4'0 ]MCON µtlrORE, AS IWIHFY.LUPl. 9Y Li.W, NLCE% W-50UTH[gN PME Ne, 2 W/ E�p.35 - O / MIMMUM n.IPCONEM IS I.YpM.L1E0 Ai-OOUGLAS RI 1P/ C.O.S. MH SECTION ON SHEETS 16 it11. OWEo 10x: SEE 1AiE I BE.. SPMCE PINE FR NOa W/ -SAP.E PINE Hq SWM W/ ..O]6 (NDS) -M M. 1/2LDk PUMOOO (1986 /,^A) 2. M:CHQi TO HoiI COUt, SWll PE /S rEP LFOVMr14 ]YPE V. SHEET 17 MD SH, CONSISF OF IAE SCPEWS K PFA NOS 3013 SPE<VIGipNS. •. HIC11pn-5 Ftt P[ D5T4LLE0 FOLLOMIO yy OF THE PECGMN e'l"ONS µO SPECL-1GM15 OF THE AYL'AGG'S LLVNFACNNEP. FLORIDA BUILDING CODE (Non Hiah Velocity Hurricane Zone SI �T• .. �>"�_ cfvSF.. e]On HU.' IHL. 0201] EASIERN METAL SUPPLY. INC. y = BERTHA HVTM 'S �L�C p . ASSA Accordion Shutter System ... Amerlean 511U}}Br S}'s}Bnls H.V. BASE /j1 W/ OR W/0 HV. VAPOO!! BLADE F". x OEDCRIPFON D.rz cPRWII er: L.C. N AD •, f Ck TILLIT TESTING & ENGINEERING COMPANY 4]]S r:.w. >F:n. sl. Da :o]. HPeex` Ewozxs, nwxA ]Jra ABSOcla}10n1 Inc. 1 OLO 15-005 J/]J/I DATE: 07/27/17 {Ey ll06)91I-I5]O . D,, ; (JC918]I-I:JI 4285 WE9(rOOtl3 Drive 3 . F$' .... 11 ._s/QNAL,�1 vfp1111 L f -m I" 1a1e.aBvor.cem PFD-oon6n9 WaLTER P- THIN it. P,E, West P elm Bench, FL 3340] ] DRAWING No .AWI -/ 1 / O / P.E' SEQC%31EtaATl1RE/DATE nexDN Lz.r alb] 5 SHEET 15 OF 20 rwAu IDDS. i r 1/(9 r%pCON OF TAPCON wrol aOVANCED rNaE.WFOa•1 r[cnr10L0GY REnEr" o! o H EASED AREA TO E%ISTNO A000 HEAOEF (SEE iCNEOULE opt SHE" 15) E%IiVPG IN. ZOIR LIP jlEr1 HEADER PEOWREO E%Ii1wG Y MN SEPARATION I CUSS-v TO ¢AEO (St,�E�AE�pI� 1 i II FOR P1HIE'DA`FJ ._... y ON SH[1i 19 Fpi' UHV WALL HEADER INSTALLATION ENSTING SS ,2 ED& TIn.O'ARsi ON i0 CU55 ,g ,,,I ISEE S H DRE .11 SHEEI I Q KONG /1.A iA^CON OF TAPCON tYrH AOVAYCED iHRUDFORAI TfCHNOLGOY rw/ 11/2' 1I'n CEfIETRgiION UP LNREAOEO PRG TO UIS1WG -"' "ODD HEADER (SEE S- EDULE ON SHEET IS) •IO 1/6'9-10a1/<' S.i: IfACNINE. NUTS ramin3 , I I / Alan. _r O 12_O.C. ' E0� I i L i=�CPR0.YR II ®• ._..IJ L�J.I-�GSnNG ADD. 2"vA' wwD I -EADER REOUP.EO ( GISR.G —(SIAIN. SEPARA➢oN TO GL _ EE $CHEOULE ON SHEE f . S E%ISP9G I EUC GLiS$—( Nlrv. s[v%TION r0 GUss s[TA?grron io Gass �' [ ISTINc '(9EC scn;DU1E ON siEEl II)— I. ) (SEE S HED..LE ON SHEET U51xG RE CUSS—! In 1� I/q a-2AJ/� s 5 L Y ) 'AA NJ15 2'- [NM SCR/ 5 I+I A'A^^ry rvE RCFE.5 w/I' III - E . l USING i0 RIrrS .I. I J6'-2C 4 1r \ 0. 'OG G 11'C ) I j i ryl r/OR 18 /�ce18 "O JL JI DD oa� a — �31 ca 15 ow PLATE REO'0. LE O `ED rMtlK\Ptln [O-1_%D It _ / t pcOry OR TAR1011lIw nl ..DrnNc[D 1 a CQNi. THRaDFOR. TECHHOLOGY V/ 1 /1' I/A'0 IAPCON OF iAPC.ON WITH }p4ApCE0 If 'I / pE ETugT ON C inRfADCD e1 THREADFOFU TECHN EDGY ti/ 1/2' t - _ ' J - 1'0'9 1AP[ON OR SLL PUTE \ E%Sr G iVOJp HEApER, A rD V n. P[nE1Rpr1pN CA inRG0E0 AREA INTO FLTWO:)U r NNi iMCOn N'HH ADVANCED I SEE SHEE' 1FCR NPIGL [ REO D I (SEE SCHEfNLE ON SHEET IS) (SEE $CIIEGULE ON iYEET 15) E%15LING ULY 2 1/2 VIN. CDT'j` iHNGDFOFY TEGHYOLOOY SINKER 4SYNRLY`V:ALL FINISH sna a I6" D.C.LVJI RLWA)CO REO'0, 'V/ I/2" A'In PRI'TARTOiI OF 2-AICVMI9G SECNGNS EAN BE U1l. COX PLWDOD REOD. RCO'D. REWIRED CD 10 GE '+lAu FIR Sl � THREADED MU Nt0 PLYHwO COU_NEG In µY "Al TO Di O Ifi O.C. ws. a[O'D. PTIKHED TO E STUDS IN ISEC iCNEfME OH SHEET IS) 5N1 — INSININON. ® HV WALL SILL INSTALATION i0 i0 SiNTHE F. G.CDs IN ACCORDANCE ACCORW'0 MM JSTALLATION s[CORCTIO ewe Dr THE O HV WALL SILL INSTALI ATION • sec w,G,ATro cv u__ o: F.6.0. 5UCF 95 . ¢i S4EETL ...... FLORIDA BUILDING CODE (Hon Hign Veloci(y Hurrical a Zone P�(ER r]�(/'_ oxou OPEDO. IHc. '2G, EASiFN NEE E Rwvp,Inc, \l............., l'_ �tcL�+sF•,� : BERT A HVTN IL E C O Ime. A.S.S.A. Accordion Shutter System HV. DADE #1 W/ OR W/0 N.V. WNDCNV RAPE TILLIT TESTING A, ENGINEERING COMPANY American Shutter systems Ly, R DESEDID. DATE Danwn 91: L.c. '11 /r• nF ens H,ne.., sL: v'L. am. x" c ODR. nmo. DDIe Association, Inc. I OLD 15-085 ]/1]!I DArf: 07/27/17 E.L� •, Y}P a Ph.9ne : p0').?,15:0 . D. ; (2a5w,-mv 4268 WesuoadS Drive f gipA Ef. LL _,,,9;1; 1.ILADeoHL..a„ west PDIm 9eacn, FL 35407 s DRAWING 14. .. iJp +...... ... `4 p LD-eWs]I9 P.E �v/��Pp tb�A�YIIIi HnOR9A tLLi Iq6] 7— OJ •SF�rTAL4ntk /DATE s hA INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Q-) RE&:D�HV* MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEA rTMU. FINISH SHALL BE LIMITED TO 105.0 ps . A.S.D. DESIGN PR �'URE RATINGSEESHEET .. .... TAAC. OR SPAN JtZlUN LOAD FOR. INSTALLATION WITH GLAD WORKING IN TABCON KHTH ADVANCED �6G (1 EM!UIPGEOTHREADFORM TFC-NO1.GT ,,.ToICC � ENETRATI.. S.S.EDGE (IF APPLICABLE) PHILLPSM72USS HOF ./I-IT-2 "UNTS'TM 1, '1'[UA3`EQT ------- .1 1��.ZEIN;AREF A TO C.S INC WOOD H,,,, CUT Ip EG:ZE (SEE SCHEDULE OIL SHICT IE SCREWS NECffEPj1O, or R 35) RE UG ITER 0 NUTS ARCHITECT PROR TO ED ED EXISTING WOOD I D.C. SHUTTER NSTAL�Fo, TRUSSES OR w GG 1/2' RAFTER — GZ. REOVIREO f -,N�I A 0 IAFCON OR CON WITH ADVANCED I. G, EXIST No 50 FFIT 2 1 READFORM TECINOLCGY P NORWICH E`P'RON 0;0 or REAMED ED- 11.0"I COAL ALUM. TUBE cPIT.fML BISTRO WOOD HEADER SMS. -1 -TS III (6063 ALTO Vil (SEE SCHEDULE 0.4 SHEET 15) 0 6" GO I LAG RE 10 01 103 or 05 C5 —0 .1 19 .1 @ I EACH �AFFER PC _In 'RASS EX EX.NG .11, 2'.T. I I LOCATTE LUS SCREWS AT TIOADER ROWD MIT MRAITI)TH Or EXISr.N, IWO, EPAWATION 10 GLASS I I J CF04 HOLE MEMBER. (2' Mn. ROF-KAL L— B�EIOROTNA/ 2'G11.. (SEE SCHEDULE ON SHEET 11) EXISTING SUDD 70 ACCEPT BET • To GLASS— I THRIVADED 5/16'. LAG SCREW MRS& VAU NF0`R ,RNN 0 AT CENTER OF 7 F. INSTAL-APONS O� HV WALL HEADER INSTALLATION CXCSrN'G MAX so. EWFN 72paf ST'G'N LONG AND IN 9'-0' MAX. SPAN. THUS Ti MIGZ 0. LASS— I'STA-IN". Is C", VAJO It= -------- I AN INEEF I, NN I OR (9- TIN, FOR POOR W/ MITI. SPECIFIC RUPWO>AID M. UGUCL,S 1,2- J.- .0 As EMENA AR 09 SOUTHERN PINE AT. I tc�! N, (�T V CEILING INSTALL -(I) OR C��nor I. SMF To TION OR EOLTAL J— (U)HV CEILING IN: TALLAT ON SEPARATION to GIAS OR ME CHEOUIF ON SHEET I$)-- N. EXISTING .1 NO, U. EBMWInON EXISTINGGLASC IP NG, TOA GLASS .1 .,L A Is, GM CLAS—01 1 ON'SII ALI!NIG a- ATCHO CHER KALE- CHER tocAnon FINISH EXISIN^ jUTX3/` HE. Gvs —WASHER HE TEX I lilt 2-,S- I'm f• DECK EOjA- @OR 2,16. UI.. WOOD- I SCREWS 0 12- -0 DECK REOURC (NO FINISH We MN.s. ILL"", EDGE ED ED or GE or APPOC DE Y EDGE OF DECK 1,N-A-20 B.S. ex IF APPUAHME ON 11-CON 15"I.D.RLE 2-..- CCITT \7 !A -CON WITH ADWCEUT L L I IaE PC �STLL VIC UIREADFORM TEC,1NOLOG, v--r T�w ON —�4ANCED 'RE IT/ 1 1/2' PAN PENETRIBOU 1'/ '/.'-20 NUTS 2' 1.— i .NEAOFOAM TECHNOLOGY W/ 1 1/2- Mm C 12 O.C. IP '0 TAPACON CR FAI WITH AWMICIED THRUEI., 7 1 2 LIN.-- OF UWOUD AREA TO TE IN TRE,I.1 CYISIINC WOOD ABCHeO'OGy A/ 1 1/2' In. 1EM11PW11 R G, TH, ENCTRIOTON or THA�ADED HEIQER� EX TO EXISTING TIoOO HEM)ER� (SEE SCHEDULE .11 SHE IS) AREA, TO EXISTING IWO) HEADER. (SEE (SEE SIIJILG�LIJIISI�IAII 11) S' .110DULE ON SHEET M) WHV WALL —OVER INSTALLATION N —LA T 10 N (—i)hV—FLOOR INSTALLATION HV WALK FLORIDA BUILDING CODE ( on HUqh Velocity Hurricane Zone ..1GE........ 02067 IINFCO. INC. S2017 EASTERN MEJAL, SUPKY, INC. BERTHA NVTM Accordion Shutter System Z: �-,Ec o �,,, A.S.&A H.V. MADEy1 W/ OR W/O Kv. WINDOW EIAX American Shutter Systems -E, TILLIT TESTING & ENGINEERING COMPANY W. 11 TOW, 1.11 FIT, .,I. GI'. L I �11" w IM, TIC. "C"M "PLos. .M� .1.1 Association, Inc. I OUT 15-085 7/27/1 GTE: 07/27/17 ......Pl (=R71-I5. , FM� : (305).1,53, 4268 Westroods Orive II —.k. NNMNTMA,M,, West P.J. 8..ch. FL 33407 No PA.4.-IIGX,1UI A. DUMT -F.C. 1 107 MUOR3 Uk 1 44167 2 SHEET [FYallx4 END INSTALLATIONS Q HV BLADE OR 0 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS .. "(I TtiCCC �0 al]no-�r-tN.x ' .O aq• _. .rl. af-(6`i.U.2a- .... r3, L3. 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(F) FOLYCARSONATE MJ WINDOW Lai SHALL BE INSTALLED BO Tryi TABS FACE THE INn.. OF ME OREMN4 BT" 0 PROTECTED. MI lD`Mo 'V ANST BE ONLY INSTALLED µD LOCKED USING A NV SEn1NG =1 PRONGED BY /SSA INC. E SEE ANCHOR SPACI1.'L SENEdM1E FOR INSTALLATIONS INTO WOOD FRAVE CLONES ON SHEEP IS. AS UTHRED BY SPAN AND DESIGN LOAD (SEE ADDED I l]ASOc) 7. SEE ANCHOR SPACING SCHEDULE FOR INSIµ ATONS INT. POURED CONCRRE 0.9 CO1.'CRETE BLOCK YGLL ON SHEETS 13 h U AS LIMITED By START µD DESIGN LOAD (SEE NOTES I k $ ABOVE). 8. 4LWLIUM SEPARATION TO GLASS SCHEDULE. PGA ASD.1 E-199U WIND z.HE NINMDN SEPAMTCN TO cuss L MRu s r 6.75' C1.17 HOPED. LAIC. 0200 EASTERN KEEN 5UPPLY. M. * 1LIEC p A.S.S.A. BERTHA HVTN Accordion Shutter System r 4 �O-•. F(na ��A .: 0 TILLIT TESTING h ENGINEERING COMPANY An,r,.W.,A,.. N-IN, I.,..-4w9rns...A.. .n..< : (305)871-I5w . FED : pa5)mr-I5a1 Ee-CA^an9 WunF A 11.1 .,. P.E. FLPC'Y Uc ) 44167 Amerlccn Shutter systems Y Assodcflon, Inc. 4268 Westroatls Drive West PDIm BCoch, FL 33407 kV. RACE #1 W/ OR W/O H.V. WNDON HACE Ev. x DoscRInION DaE Dwr.N Bv: LC 1 OLD Is-oss n/n/I wa: m/F/17 ' �: SS QNALF. ,, n C CCAI'/CrrunTl Icc /n,x 7 CRAVING NO �/ 1 / —107 a G G.L'I. STEEL P 111 "cTl� SNps At IB' OS. O Asiu' iyj Icuvuux'0 r 1•IMi@2�!a,F ..c uETK a 6- O.C. a 6' O.C. ^.L srcNEa ro In,Ee I , i' aR Sv I S G+ E.6RMG nMSH 39 I i ^ — rt.wR ncE As srrvvs� i ) 1 EY.ISRING GEA65'-ti HIN. $EPRR4RION p t0 �- CHC (SEE 6CHEDULE) lIl On, lil r-v •o * N AND D FOR BERTHA T HV BLADE ACCORDION SHUTTER SYSTEM IN TA ATION TO MFTAI_ STUN c 1. MA%. A.S.D. DESIGN PRESSURE RATING: ♦75, - 75 (PST) 2. !AM. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: 8 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. 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