Loading...
HomeMy WebLinkAboutPLANSMIcI:A 111111111Lell 1, BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTPED. HAS BEEN AMFSO FOR COMPLIANCE IN ACCO UANCE WITH THE 2017 OM COUSIN) OF THE FLORIDA BUILDING COVE NIS ACCORDION 5H`HXR SYSTEM SHALL NOT BE INSTALtfO AT HIGH VEIDa4 Ht�CANE ZONES. SEEM WIND LOADS SHALL BE DENNUADED AS PER SECTOR 1S20 OF THE AWNS MENTIONED CODE, FOR A BASIC WIND SPEED REGLMED BY THE JURISOICDCH MOE SHUTTER W L BE INSTALLED WTH A aRECTID. FACTOR Kd-&8S, USING ASCE 7-10 AND SNAIL NOT EXCEED NE MACUUM (AS.0) DESIGN PRESSURE 1M M INDICATED ON SHEETS 11 NRU 15. 10 & 20. IN ORDER TO VERIFY THE ABOVE MOTION. ULTIMATE OEM Wes L,,c, pEDRAIIxED PER JSCE. 7-.10 SHALL BE FW REDUCED TO A D. DESIGN n1N0 LOA95 BY MULMLYNO THEM BY 06 IN ORDERTO COMPARE NOSE W/ MAX. (&SO) DESYCN PRESSURE RATINGS IHDIGTED ON SHUTS 11 THRU 15. 19 & 20 W ORDER 10 YcTNIFY DLAT CONF+ONENTS AND MCHORS M NIS PE.D., M TESTED, WERE NOf OVER SIPESSED. A 33 E INCREASE IN ALOWA9tE SIRE{$ FOR WIND LOADS WAS nM USED IN THEIR MAYSIS. HOWEVER, A WINO DURATION FACTOR 0-1.60 WAS USED FOR V MCATON OF FASm,ERS IN WOOD, BERTHA H.V. ACCORDION S UTTCR SYSTEM ADEQUACY FOR WIND AND LARGE MISSIVE NPA1 LOU, HAS BEEN VEPoflN IN ACCORDANCE WDN SECTOR 160912 OF NE MOvE MENTIONED CODE AS PER An REPORTS: -MV BLADE 0 /0214.01-03, FD715D1-03, /1004,01-05, 1121141-05. I10317A2-06, 10609.01-10 AND ID21GAI-11 AS PER TM-201, TAS-202 AND TAS-203 PROTOCOLS AND ASN E-1886 AND E-1996 STANDARDS (MISSILE LMEI D, WIND ZONES 1, 2 & 3) & 11220.01-10 AS PER AS 201. 203 & 203 PROTOCOLS URGE MISSILE. -M' 1WNDOW BLADE 0 IOWS OI-08 AS PER ASN E-1886 AND £-1996 (MISSILE IMEL D. WIND ZONES I, 2, 3) BASIC PROTECTION ONLY AND (0725.01-BS AS PER PAS 202 PROTOCOL 2. HV BLADE () AND HV WIN'OOW BLADE ® ARE ENGINEMED TO WORK IN UNISON WN EACH OTHER LINGER THE GENERAL UMITAUMS AND CONDITIONS OF USE AMCATED ON SHEET 19 3. BERTHA N.V. ACCORDI PINS (HV SCREWS), USED AT BUTTES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO DUCKS SHALL BE ®14X2.75- AND 0140.75- RESPECTIVELY, 410-M U114 SERIES STAINLESS STEEL SCREWS WTH 135.0 WI WELD STRENGTH AND 180 AN TENSILESMOOTH, PNS SHALL BE COATED WON BERTHA HV MOR03HIEL0 C,MNO SYSTEM AS LAANUMCIUREO BY APPROVED CONMO APPLICATORS. REGISTERED WITH AAION,MN SHUTTER SYSTTMS ASSOCWMIN. PM MUSE BEAR THE NV MARMO ON NOR HEAD. 4. NL ALUMINUM E(IRUSIMS SMALL BE ALUMINUM ASSOCUTION ALLOY AND TEMPER AS 101FA1FD ON SHEETS 2 AND 3. MINIMUM YIELD SMCNwN FOR W63-76 ALLOY S 10.0 41 AND 35.7 WI FOR BOOS-T5 ALLOY. 5. A. SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROPON RESWMT COATED CARBON STEEL AS PER ON 5W,8 WIN SO RH MIN, WELD WMAGN AND 90 bi AND SHALL COMPLY W/ FLMDA BUILDING CODE SECTION 2411.3.3.4. MIN, DNSIE STRENGTH, & BOLTS TO BE ASTJ A-307 GALVANIZED STEEL OR ASI 304 OR 316 SERIES STARLESS STEEL WTH SO AM MINIMUM YIELD SUILMON. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPEGIRCATONS: HV GUIDE 0 : t2.11.14,15 AND 20 HV BADE (D & o WORKING N UNISON: 12 13 & 15 S. THIS BERTHA 3LV. ACCORDION SHUIMR SYSTEM BEARS A U.S. PATENT 06-779.582. COMPDNENTS OF MIS APPROVA ME COVERED, IN WHOLE OR IN PART BY U.S. PATENT /514M.179 SMD TO EASTERN META SUPPLY. INC. 9. R SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SUL/GULI( ALL SHUTTER COMPONENT CODES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WTH THE RUILOWD PO PREVENT WND/RAN INTRUSKRi. t0. EACH UHD MUST BEAR PERMANENT LABS. IN A TUSSLE PUCE WIH WARNING NOTE DURING PERIODS OF HURRMANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND H0 CENIERLMTES AND PRINCE OR AWF ALL HV AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY WSSNE LOCATION AT ACCORDION SHUTTER IN ACGRBANCE WN SEMM 1703.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED MR EVERY OPENN& LABELING TO COMPLY WITH SRTON 1709.93 OF THE FLORIDA BODING COOS 12. BERTHA N.V. ACCORDION SHUTTER SYSIEM'S INSTALADON SHALL COMPLY W11H SPECS INDICATED IN THIS OPAWWG PLUS ANY BUIIDINC AID ZONING REGULATIONS PROVIDED BY THE JURISOMON WHERE PLANT IS APPLIED TO. -- - IS. (e) THIS P.ED. PWPMEC BY Res ENGINEER IS GENERAL AND ODES NO PR M INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE COND111ON5 OEVUTE FROM THE P.EO. (6) COMPACTOR TO BE RESPONSIBLE FOR FOR NE EEEVCWO ' "ONASE ARD INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCE BASED ON THIS F.E.M. PROVIDED HE/SHE DDES NOT ONTE FROM THE CONDITIONS DENTED ON THS COOL UEM. CONBtRUCDON SMUT AT SITE S THE CONTRACTOR'S RESPONS&NY. (C) MIS PEG. WML BE CONSWERED INVALID IF ALTERED BY AM MEANS. (N) SIRE SPECIFIC PROJECTS SHAM BE PREPMED FCC A FLORIDA REGISTERED ENGINEER OR ARCNITECT WHICH LULL BECOME THE ENGINEER OF RECORD (CO,.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF WE P.E.D. ENGINEER OF RECORD, ACTING AS A RENEW, DELEGATED ENGINEER TO THE P.E.O. E ` ER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DMWMNGS FOR (4) ORICINA P.ED. SHIN, BEM THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PREPARED IT. 02017 TLTECO. INC.. �/�T� S * 'ThA I P 7 \\\ 7, TILUT TESTING & ENGINEERING COMPANY "Na.. N., V......P NAON% ft"O' 33 ph. ; (305071-1530 , Fa. (303)811-1531 MT19 WRIER A J11P.S. TLORDA Lk. Uc.1 4167 N6° s/ORALE !L*AL.LhauA4i,or,nu� TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEEI COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WNDOW BLADE & WINDOW DURL eRFe 3: HV RL E n AND BY WINDOW BLADE (f1A (_WHERE APPUCep_LF) TYPICAL SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 INSTALLATION DETAILS A-F. CMCRETE/6LOCK SHEEP 6 INSTALLATION DETAILS G-M, CONCRETE/SLOCK SHEET 7 CENIERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DUALS HV SHEET 9 END CONNECTION DUALS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET IS ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DUMB M-R, WOOD SHEET 15 INSTALLATION DETAILS S-X, WaGo SHEET 17 END. CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3• HV WINDOW BLADE ALA ON Y TYPICAL SHUTTER ELMATION SHEET 19 AREA 4: HV WINDOW AT enF in ON v PLSULLATON DETAILS, MEAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To A.Sst&A. American Shutter Systems Association. Inc. 4268 W'estra9d9 Drive West PDltn Beach, FL 33407 Ir1r■"M "wTM Accordion Shutter System KV. SAVE t71 W/ OR W/0 ILV, W NDOW BLADE 17-1 n UNDER US PATENT # 5458179 OF USE OF BLAE�ON SHEET 19 ©HV ADJ. FLOOR TRACK OUAUFIEO FOR.. USE 19/ W L91 )• 66' 4 r 4 970 1., We - VA ].SJO• 11 HV GELLING HEADER 0 uflED FOR USE IN/ W BLADEItI1 ONLY, SEE 5EC710 IS FOR VAUD 6063-76 ALLOY AND TEMPER XN _I i• 1• p./)6]• ��6/ SIDE ANGLES QUALIFIED FOR USE W/ W 04 ar I �3' 3OHV UNIVER A F OAT 17 QUALIFIED FOR USE W/ W BLADE 1) SODS -IS ALLOY AND TEMPER HV HEADER/SILL QUALIFIED FOR USE W1 W RLADE(I)OW 6063-16 ALLO4 AND TEMPER IL =7rfl ALUMINUM ANGLES QUALIFIED FO$ USE NY/ W BLADE LT'ONLY. 6063-T6 ALLOY AND TEMPER �0LAUHEO FOR UnSE W HV BLADE 6 6063-TS ALLOY A TEMPER, WALK —OVER TRACK QUALIFIED FOR USE W/ W BLADE [� 6063-TG ALLOY % TEMPER COYPoNFNi A B TI T2 {Ifi T' Y MAN.: 0.19]" i 0.192" 19 2.5" 7' MAR. a. IN, SAW 9' S•MAY.j 0.L19"(0.131' I (js Hv RD•/tee OVAURED FOR USE W/ W SLADE0 6063-76 ALLOY AND TEMPER 99t �• B!9 13 " � all \JHV TRENCH TRACK QUAUFIED FOR USE Y!/ W BLADE(ONLY. il HV RAINGUARD OUAUFIED FOR U(E NY/ HV 6063-76 BLODTEAWD TEMPER, g IT',PV.. �A(e/r �? ucetiSF.. �m �l A� 1 Air; OF .Q. ] ,•. a4. T]I 70 ! ` {It P F��T'ii' 81 %�If.FIbW[FiC /IIATC m]OlT T41FC0, MC �- A S S.A.Accordion ■ ■ ShMMer SY9iBT6 4ica SVShutterestmods Drive ASBODTotlon, Inc. Wesl Poim Beach, FL 33407 ®ZOtT FA6TERN METAL SUPPLY, WC. BER A VTM Shutter System #1 W/Oi W/0 NV. WNDW BLADE TIWT TESTING A ENGINEERING COMPANYAmerican ,m, x,,. 3.:4 9., 30%..a�. Woo, ,tea, n,: (306)e7I-I5W. En: La9sen-,531 .-m.>:IEIccrAad.cem Ee_aroe)m WkTiR A rLLaJrP.E. FLORIDA A. t 44167 «ttmmax wrz oIE Is -oes )/s)/I N11.BADE DRAWING No ' 7-1 O / ....-� VIM' 7 mONT RLVAlp:1 10KER FOR "T" LOCK C NTERMATE OLIAUFTED FOR USE W/ W BLADE IDONLY 6063-TS ALLOY AND FEWER t91 W Om' ]IC• 1+� I(El, W OUALIfIED FOR USE Al NV BLADE 1 & A i 6063-76 ALLOY AND TEMPER ® LOCKING RODD QUALIFIED FOR USE W/ PN SLADE01 qq 6065-T6 ALLOY AND TEMPER I/INSTALLATION WILL REQUIRE A 7/16; P 17.6 IS �71 44 QUALIFIED FOR USE W/ FW BLADE 1 ONLY 6063-76 ALLOY AND TEMPER 6063-T6 L,J7s"e ', Ufa"0-16 al 3.161 i 62L m M1 Sj HD CENTERMATE'S INS CLAIMED FOR USE W/ NV BLADE i & 1A 6063—i6 ALLOY NO TEMPER !1/T' (37 HV 1/4" 0— 0 Al 304 5ENIL5 55, TNUMRSCREWS QUALIFIED FOR USE V7/ NV BLADE Q Yj NV EGRESS LOCK QUALIFIED FOR USE W/ )IV BLADE f0& 6 ONLY. —51e• Ma- in JL.360" BEFORE RIVING 1 /4"RT-20 RIVNUT* 15mT-T3 ALL017 IABS 7wxu 1NN AS WJwACTVRE0 pr AYWy Av, iMEY 070N CR Eg1A1 RNATIVE LOCK FOR USE t'// NV X 0 ONLY. 0.875' M:N. I .135 Mac *-MIRRM . ® HD LOCK BY REGENT IeIRMARE MORTISE LOCKS SERIES 2333 MOOR EMT LOCK QUALIFIED FOR USE W/ W BLADE=�j)& CAA Nrr�/�✓�_ cmn MITI INC 02017 EASTERN VEI, SUPPLY. Me. YtaaE11"w�'` T' :. ASSA B T A TM Accordion Shutter System * [.�' /• '!♦ TILUT TESTING American Shutter SY91Bms HV. RUDE #1 W/ OR W/0 RV. WTUON BLADE Ev. p[SCRimax OA¢ Olt- et Ec STATED & ENGINEERING COMPANY uv xa. 3ar. sl, ss 50L MF4YA u(1n)I n6RCa v1 Association, InC. 1 oL0 15-065 7/v/1 wm m/Z7/n Plane : (566 s71- > Imo . ro.: (_w)m1-1v1 4268 WestroDOs Drive Ar 6 5 :-'0�s•.D.. .... .... ';aY411dT '-'"m1'xyy"`6e°P{0"' Vlest Palm Beach, FL 33407 s DRAWING No .slci 17-107 ' nr-'/A1�At1NGls'�I.,� uci SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 07 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16- THICK NYLON WHEEL. 0.188'0 A1SI 3132 SERIES S.S. RIVETS @ HV 1 3/4' ACCORDION PIN W/ #8 HEAD " ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD i ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR OOR ®I�:�''® °f z<OUIREMEITIS AT EXITERICIR BLADE KNUCKLE VFI it FOR HV HVV 3(1) HV PI14 © SHALL ALWAYS BE USED AT ALL EXTERIOR ® R BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR Ir HV 0 BLADE. TYPICAL SHUTTER ASSEMBLY 1.5. (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO R0.124• BLADE WHEN CORRESPONDING TO INSTALLATION '11-, SHEET 7. Qas=� o j.3) HV PIN © OR ® W/ 1/2" O.D. 1/16- THICK S.S. WASHER TYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET QO WHEEL eil. CARRIAGE DETAIL i IVOR® ! ! I Q OR i i! I ! I EXTERIOR NV PIN © OR AT EX IOR Buers KNUCKLE., (SEE NOTE • FOR REQUIREMENTS) i li I!¢ I I A$$gg N.IS.EMBLY LAYOUT CM17 MEFCO. MC. RL ECOTnc. TILLIT TESTING A ENGINEERING COMPANY 1355 .. UA .1. sx.'m NFtttq 64v NL :T Pwne : 003)571-153o . /a.: c5own-I0, MORO4 Ua cass U:E .0625' -0 0625 .MY ESINS, UV -STABILIZED GRADE OR SAI INOVATIVE PLASTIC LEXAN 103 RESIN iEE NOTE 'F- ON SHEET 19). SOURCES FOR�a7 ®mw=..�:warn91Y NFOL�BONATERBONATE 0]M 14 el-s/n Il f.-p/n S'dI 4[1SM1 sm o)w nZ s eu s ux vaT > ati 7 .v11 ccss aAa c-. 4vs �. !ie➢uIc as, s,v mr;,E sn¢zs e°oq +Mn¢c.4 rs,11 as e.41 u, 4w7 wx A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroa0s Drive West Palm BEOCK, FL 33407 (LODE AI W/ OR Wro H.V. tAWING No 17-107 �.�n I'I O I�I'I m• ©- 70 • Ng«©.C7r•.S'aa TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE •NOTES -UN HV LOCKS ANO CENTERL/ATEC• 1, uAImATOR/ CWiDD101! /1. ONE HV LOCK �J w ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IY IBDVE OR BELOW 2 OF SHUTTER SPA4 FOR SPR15 UP TO 105', AND FOR INSf DONS T ANY ELEVATION. HV LOCK ¢j pr W MAY BE USED AS AN INSIDE OR OUfSRIE LOCH, ATTACHED TO OR CENIEPMIES W/(2) 1/1'0-20 x 1/2' LI MT HEAD SS, MS. LOCATION OF LOCK SHALL BE AS INOICA SHUTTER ELEVATON. 2. 11 DI OR FOR SECURITY PURPOSES, UP TO TIED HV LOCKS QS OR 0 MAY BE USED AS AN INSIDE OR OUTSDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR �2 $HALL BE AS INor LOCATION BE AS INGCATED ON TYPICAL SHUTTER ELEVATION. IKN WINS U,j OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON KURRICANE POSITION). AND INSTALLATIONS AT ONEI 1 CF ,7� � SH . BE USED AT CORNER CENVBIN N R INSIDE LOG(, ATTACHED TO 0 CORNER CENTERMAIE W/(2) 1/1 P-20 t 1/2' LONG MT HEAD S.S. M.S. TWO LOCKING RODS �9 Ai TOP 6 BOTTOM $MALL HALL BE USED. LOCATION OF LOCK SBE AS INDICATEO ON T/PIrAI cxlm •••r- — m _,I UK (?{ LININMATFS SHALL BE MADE W/ 1/4'0-20$3/4- ALUM. RNNUT AS 910M ON SECTION HVE, SHEET S. ONE LOCK SHALL DE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B' MCR�/3MR KEM����• ONE HV LOCK Q� w �$' pr '�FQ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPA4 FOR SPANS UP TO go - AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 w 0 or @ MY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @I w @ SYMMETRICAL CEMERMATLS W/ (2) 1/4--20 x 1/2• LONG FLAT HEAD S.S. N.S. LOCATION OF LOOK "HALL BE AS WDIGTED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS '�S W/ OR @ TOP AND BOTTOM 15 COMPLETELY MANDATORY. AT SS. THREADED BOLT 1Y/ 7/8•1 . I MAY BE INSTALLED AT MOSPAN P AND BOTOM S MANDATORY. ' c 1 : ONE ALTERNATE HD LOOK(yj MYSE USED IN LRU Or HV EDENS QJ OR ZS FOR ANY SPAN AND INSTALLATIONS AT ANY OUNNTKIN. ALTERNATE NO LOCK 0 MY Be USED AS AN INSIDE OR OUTSCj LOCK. MN LOOP. NO LOCK 48 TO 0 M W/ 3 to x 3/B' F.K S.S.Y.i, AND INCLUDES REWFORCENLR INSERT 09 AS SMOM1 ON SECTIONS WIAND HDC-Hw, SKEET 10. LOCK MY BE INSTALLED AT UtaIPAN OR 12' MAIN BELOW OR MB . MDSPAY. USE OF LOCRINO ROCS @' IS COYPLETD.Y OPTIOML :.p g. 'VCENg`F :�9 t• Qf Jr• p •. 02017 MTEC4 INC. 1L� DLLIT TESTING $ ENGINEERING COMPANY as u.P. Wn ,,, SIa w,. MRGPG CA90[Iq RWN v1 FnwW : =A71-15M . re.: E DII IM191 -mn lmfcxoea.mm L&13UTm xLLR4 A P.E.t R[WW Gc A .1 ul6f A.S.S.A. American Shutter Systems ASOOCIONDn. Inc. 4268 WeetroDEs Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERT TM Accordion Shutter System KV . MADE #1 W/ OR W/O KV. WNM MADE n. x o[scmrmax pAn oAAxx er: L1; [ OLD 15-085 I/27 I WR W/D/17 AYA; • _1Ss .............. G�a 1,d •-!ANAL GNVj111 G n r orAi'fnrH/.L��e. r,.... A a DRA%%NG No 07 � � I-CONCRflE ONWORS (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE BLOCK ASSUMED CORNED . CONCRETE- � SHEET 13) REQUIRED I/4'0-20 J/4' SS. CONT.RE}E NtCHORS lr 7�8 Rt°Q15YONC (¢¢r wun .a®OR sNLp ]) (SEE SCHEDULE ON SHEEP iJ) CONCRETE CONCRETE ANCHORS 3 L` ON MACHNE BCREW5 . s ) - /SHE1.ETSCHEDULE 12 G1e I A )AR E0 VAGIR.'E SCREWS S.S. NNS/O 12' 0.4. 1/2 NUIB �-{ 19 I-EO a aSLl2' O.C.-2tl _ 1/2' E o• 1SO' U..' 13 IS G O I � E O�r " ''. I— l y oPnaTut I l F.D. 1 �OPTIMA I / Sari � 1 OR • L Wv4T t0 EKISTING GLASS- ' Nw. SEPMAT,gN TO 1 En51wG MM. SIYR%kDON TO CLASS1 OU55 (SEE 6LHEWILE ON SKEr1 11) i °U55 I CH (SEE SCHEDULE ON SHEET "I MONO 1 CV55--( 1 V V — ©HV WALL HEADER INSTALLATION Hy WALL HEADER INSTALLATION + KEYSTONE EXIST'" C.LI$ 59IP.Na1 N Mtt (� a -`J OR t 1 LxN. YIN. SEPMAipN TO CV ®(SEE SCNEOUEE ON $HER 11) RO�°_i 1 ] Ili Im`NR muo SEPAFMRON TO aLQS �� `(SEE SCHEDULE ON SHEET II) i ON saT Rat N Ray ,N x II�'(If $ EYUS]MC f �- OPROItAt ' ; 1 ' I 't 'p f OPDONAL r1/4' Ale.. E. D.•EI ` '� � L..... � ii it i/a• uv. I [. D.•' I ( " ED• I 13 av 16 I I 19 Lm$�Ea-I /2 13 OR � lL 12 14, _ _ 1/4.0-3Oa3/4 S.i La SO PN!LLtPS TRUSS NEAO O NM_HINE SCRM USINO I 18 t1' •. �, 11 I. 1 . ) I/4'0-20J/4' S.S. PHnLPs ANCHORS 1 © 1/4-20 NUTS 0 12' CONCRETE ONCNOR$ Y L(SEE TRUSS NEAR MACHINE SCREWS L =POURED (SEE SCE O.C. (SEE SCHEDULE ON SHEET IS) Mn CONCRET \ SCHEDULE ON OR CON CONCRETE— SHEET 13) OR CONCRETE BLMIt W/ 1/4'-20 NUTS a 12. O.C. REIZ BOCK OLOCKI " flCO°'"C° R � C HV WALL SILL INSTALLATION <sEiSCHEBm off REO CONCRETE SHCET 14) �HV WALL SILL INSTALLATION OR CONCRETE BLOCK f'OTE FOR M!!M1y/1it." OF SECTIONS. WALL SECURED d HV WALL SILL INSTALLATION I- SEE SHEET 4 FOR ❑a1C SHUTTER . INSTALLATION DETAILS W/ ASSEMBLY 2- MWMING SECT10US CNN BE CWEN IS IN ANY WAY TO SDR 0.MY INSEN.UTIDN. E. D. - MOE See •SCE UIt ATDh5 OF USE FOR (SEE SPECIfSCATroNS QtJ SHEET 13) BWE ILEA a4.SHF£! T9 A /FF \IJ Il Y BLADE gA. 71 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ; ;�\CENSS(`'•, `/9 �n 02017 nLTECS INC. 02017 EASTERN METAL SUPPLY. Me. `R1R1 ETA Ta Accordion Shutter System1�Cp ASSAHV. BADE #1 W/ CR W/0 HV. WNDOW BADE Q W _ •' SEC TIT TESTING A ENGINEERING COMPANY ' American Shutter Systems re. H onanm6x 04rt THAW» Im Lc. Association. Ina. •.10R14P; ' 4� ,\1T eus NW kA. n, 6S. luau wxoDa. naaw mA O D 15-085 ] 7/1 ue O]/2]/ l? (eoe)sn-ux , F., ; (3B5)B]1-nJi 4268 Waslro°as Drive 2 =as70NAL��G,, o"-ma�ul�nwaa .cm, West Palm Beech, FL 374G7 J DRAWING N0 . ......Y• ry1LTCR A, alN Jc P.E. 4 17-107 O Crcenl /elnunn mr An.rr ROR:M Ua l 44167 CURE, CONCRETE ANCHORS CRETE (SEE SCHE h)E ON SHEET 13) URED T-" fi '., 1 11 cw 3 eR 15 >]15RNC ' GVSS= 1� 1. FORM/ 0. 10 9 CG HV CEILING INSTALLATION Ex19tMG � CUSS D 8 S ➢1a3/4' HEX HEM. , HICK SCREWS 0 9' O.0 , 09 1/a A 20 5.5. M.B. CONCRETE W/ No a 9' Do. (SEE SCH SHEET 14 I- SEE SYECT a FOR TOWAL SHU R 9' 8 C (B' HV FLOOR INSTALLATION t OR EXISTING �"am.1E CUSS--' I'(sII W yy Ta' HEX HER HEM I GLASS I I :REWS a 17' 0.0. x McHon CHEDULE ON SHEET A) 8 ' Fa.E OF APPLICJC GMPLLICABLE EDGE OFIF ---_. APPLTGBLE I, OD M—ED R RMRED . 0.� MT HEAD CONCRETE ANCHORS E ARD`aECT isj CONCRETE (STET "MSICKECONCREUM TE ROOORED (SEE SCHEDULE ON SHEET fa) 11 TRENCH INSTALLATION Q. HV WALK —OVER INSTAL I ennu ONLY FOR UP TO a70, -75 PST ASO. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE ➢3• SHEET 11 JE.D. 15TNam' vcxaes >f 6 .Q7 L » ➢tarp' sOs __/.A_ EOULE ON t a 9' 0. C. Mt,uSa.E t A Nyn; SOLE OF f i7 d1 i8IM.T''CMSTNtl 0417. 0. CONCRETE MCHEn SEC NOES 13(b) ` a 9 O.C.Gov a POURED CO (SEE SCHEDULE ON ON SHEEP 1 SEE NOTE I3(b) OR CONCRETE SHEET ta) POVRCO CON<RETE ON SNEEf, 1 i— REQUIRED OR CONCRE E OLOCK {. RVR FLOORINSTALLATION a KwEmYwSTAOs.N^, EGEGAROOTpxNnwNe wRINSTALLATION WALL WALK —OVER INSALLATION WA- I 4NMI lEAVW aNTIER 9W 8•-C• I lH15 INBT.Un0.Y $TOLL eE D. - EOCE OSTANCC REMOVg OMEN PERSORMED :E SMORCAHONS ON SHM 13) '0CEENIPANC al OPERR[LE C. 0 SEE WITATIOM OF vSC MR OR INSTALLATION DETAILS W/ (1) HV BLADE 11"' A. T ^"'^-. FLORIDA BUILDING CODE (Non H�4h YeloE, NNFTicone ton �,\CEyy+F•. •%� a=DIT XTECO, TNc ®201> UBTERN NET. SUPPLY. INC. ° r A S S A B ShuHA te ne � Accordion Shutter System 'a • NV. EunDE yl W/ OR W/0 HV. NINDOW BLADE `'iT�•'• ^y ,,44.. TILLIT TESTING h ENGINEERING COMPANY American Shaffer Sy9}Orn9 M. N MERIPRGN DArc DRArnT D,: L.G n, • Q16P : ,E�`�-`'`` wb. a: s., Ex. = AR waft FtwN. mIc ASC oclaHan• Inc, I ol0 1s-o8s Tro/I, MM: Ov27/17 ... —�X—P Vhwe : poa)em-wm . F. : (:Ds)an-Ism 4288 iYestroads Drive n NAL ENG\Ir A'`, " GE MOO119 SO1" West Pcfn Beoch, FL 33407 ] DRAWING No .•q/FA/'•• WNIIAA TLUT 1, P.L E 17-107 or CrM/CICnuTITOE/nnte nDPD=L IN.%MIb> iND WALL CONNF.ILS OUT QN SHEETS 10 & 18 G ROM y©, Hy EcON, p © ./• [**r�EE�K IN EdSD%C Wss INSTALLATIONS W/ 1 HV CK 0OR SmaT S, OV� a ! NYf b VHIp i0P u.L BLAD W HV CENTERMATES WM svioE f0w� ©•®a©.©SE ND WA ONN TIO EKtsnxc cuss DETAILS ON SHEcTS 10 g --�-_� _t 2121r/°•.0'-2 j O.®0°®. ®ar�.� 31/4- 7• 61/2• . WJ/t) 1/1"Q iIPCON wL Ps TO rof4PER (ro./eonoN) A 1/2• W ©-® 3 MET Y R CE/ TIES 1 it/ucx um�cj 81ma/a" S.os. o u" CENTERMATES m1 . ufnrroN H p K Q41' t Si O.C.ruu EExcM. W V o—I— W/ HV LOC��1 TO s �I — 5 i 1 or ^ 35 * IN 3 ONESHEE it — — c ©«®°°©.pp ^ Bp«fo .®« t ^ ® OUT —HV ^ ®* fo•®a©.� ©.®N HVA HVC IXISTING GLASS POURCDff. INCREiE OR EwsT01C •®B P'�•�w©•®a-� .--___.---- _____ ID'�0A© �°° w r-. POUR EaEOGK WALL SEouM _ _ _ _ _ EOU' EO O O ®© CENTS MATES ©•� �'O'®��� rmns5 8 8 xe 9• 3 7+ 1 5 EwsnN '/� I N exn. sEaAPAnoN ^_ O —' S----r-___ —_— Cuss a1�l * +V I®•QB«1©•Q8 lyO.®w To CH rJ 7 1 w @- W OC OPnprvft ' 8 B m 9• a t .. $ (ONE SKT,EET r 1 E LAW. CtARAnON ®Q�1WERM O O © ® ) i 0 GLASS Ci set-NEDULE IN OPGWUL on/------t---- a©• ON SHEET' IYJ (INTERIOR) - 7 ' - - - OUT -----------v_--- LGONCRErE x t t t Axcis- e 3 vaaiEs 3 *'l `�" � 0L1T 6 +/2- nuz. stncx oUT Ex ERWR) HVE HVF** tQ HV ,E,ffA. 71), . t% FLORIDA BUILDING CODE Non High VelocityHurricane Zone ``CG Oxon PLTMO. NC. 02017 W ERN Plan SUPPLY. R:G. BER A.S.S.A. Accordion A r S � c p Accordion Shutter System 11' ; HV. BADE 81 W/ OR W/O HV. VeNDOW BADE American Shutter S slams ,Q•TILLITS11. TESTING k ENGINEERING COMPANY T . x D is- ox p4n Eu— ary LC. • 1%AY ws x... w,..s. 71- 53, v,N.,P uwR:Ps, nom. ura 268AssWeafloe. Inc. 1 rnn 19-Gas o/vn a¢: m/22/n Pnw.:(apa)pn-mm.rm :(ws)an-ua, 4268 Westroaos Orive 2 DRAWING No SJD.•'••••••NGN ,Or4 wu 61w w x° West Palm Beoch, FL 33407 a MALE ,,• Ea-aooa7m fN/M• w+4tEliA:WAI JC P.E. • t%-tO/ P.E. SEAL�SIONATURE/DAT= N u` ••1fla ° SHEEE ALIERNATE INSTALLADON" " LOCK MALE/FEMALE 'IT" LOCKS CENTERMATES 8 ERS / C1i HV BLADE SEE END CONNECTION DETAIL ON SM Ese to w to OUT IN '� I� 7--4)s—rn.a — ma.. ex yaa 1. I oAao ba0•®a u wEµ I4 MWdJN R0/PHO RIME®cn.J NEa-wm . 6 ] s e I iNOGIFD ar tts 9rtis, lur ec usm wPw nes utER'4 il0a�a�i. ttawlfil.tf9a Nmww m saEi. N * SEE NOR 8 rOP MI LOCH® , Y t0.'YL ON SKEi 5, f sm¢s v". uu.snm QNe-iJ Ni01) VPCC M CE Mx swm MVJEPI. vurz 1 osvv. tis vJNurJcnPm a1 ww¢ cvEPm Rnepx, vAPvo'vuN. xa nmsEv omse w Ewu INSTALLATION M HV BLADE SK/ HD CENTERMATES iC�_ , " "r% 1 I� @, 1 e a Ic L (el Pms SYNNETRICAL HD CC HDC—HVQ W/ P LOCK (INT RIOR) m werzs m wco+v nms®• ro® ww w sm. s amwvl rtwnc N.xm ma .w.wy a w1n ru ua a.+umm wnrc.rans .m eNmO `1 •: ' J' LiG EN$ '•.• ✓ • CE01] T¢TEOO, M. C I L G C O 1 N C. TESTING TIWT TESTING 8 ENGINEERING COMPANY ENGINEERINGCOMPANY 3J1 (300401-INN , Fo' : (Jos)an-1"1 m°R°"�; WALRP A Si¢N .r. PL R0R1pM1 ua 7 �41E] A■S■S■A■ American Shunter Systems Aesoclatlon, Inc. 4268 Weslroods Drive West palm Baach, FL 33407 ®101] flSiEPN NET, SUPPLY, N IO. RTH TN Accordion Shutter System KK MADE Q1 W/ DR W/0 Kv. WN00w MADE •: p'•.• ! �' '• �`(Q `• , x vEscP:moN s.'r ouwN er: La , OLD t5-08S ](i)/t aiG o]/i]/1] IpkALE11��,,1`` P.E. SEAUSIGNATURE/)ATE J DRAWING No 17-107 corm . J POURED CONCRETE OR I —POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL DR CONCRETE OR CONCRETE DR CED CONCRETE REQUIRED BLOCK WALL REOLINED — BLOCK WALL REQURED BREIE LOCK WALL REWI0.E0 EXISTING CLASS _ CONCRETE ANCHOR ExavND Guns .-'( EKSBND cuss SERWATION 2' MIN. OIL 2' MM. E!NSTINC GV55 I' ! i MN�� —r K saKtact, EO I EO 10 OASS {fiE `11FOR SLIDE ID h£ET 1/16'vJ" IR SIIEEi 19 SaGK SOON gk2T 1T0 OAR (6LF It rSR ET9 FOR"m (6963- NT. ON SHEET 19 ER (LOCATE AT M. CLOSER SW ETHER SIDE �. m&® PLATE.(LOCATE 1/2' 0a® , RpyUxs �44-- JINI/2"® 1/ / is FOR SME7 DFO OFQ) AT ETNERR SfQE� (% I E i' OR 2• MAX,81wn/2• SAILS. I S.U_; I _—_— APPLICABLE).2'XI/B'X0 a 16' ox, _—_—_ { a 16' O.C. _— —_-- A.U(60631CUP +T6 ALLOT) CI MIDHLYGHL a� 4 (2)1/ 4 TAPC6NS ANCHORS ED \ S SEE DETAIL % G WALL AT 1' O,C. (LOCATE AT 1 OR ®' SEE OCTAL x rR 1 OR SIDE CDO4N s 1 OR ®' ETHER ODE RO) 1 OR & SIDE CONNECTION .6 T"a�'0•®" TOINAONS O "�T"e i.®„ 1 ®'©•O'0'O•®' sSIDECONNcciw'ri "O"©•OO"a0ID.Q�" i®'©•®,©• " ' ���®"©'®"©•©- TO TRACKS la. © ® Qom© ®"p•©" ®'®^©•m"p•®" END CONNECTION F,1.N (�1 END CONNECT0®0 ®22 .E.ND CONNECTION DETAIL03 END CONE®ION DETAIL P NCRETE OR REOUwED ONLT FR SPANS BEATER TNAN 12'-0' ENIRNC OU55 ISTUND REOURED D BeBLOCK WALL— CLASS 4 L i� MR. SEPSEPAwnal 1 11/2' vas: 10 cum ( a ifi' D.C.�MAnd! D•! ISI 11NSNEEII 00.tib GCHRAW9 ^.1/2•MOi.. TSaEAII£CH / _____ -� `_________ ___ ©ROOR(DR CMR LLCc'Sm&'Qy� 12' .. 1 IR SHEET 19 FOR 4 _ -�. �ORQR�OR� i 5 aittB 0 16' 1 2 MiN. Er m6 ® O.C. 4 �� -- � � 2• MIN. 2- ` ED ♦ SLE WARAnows or us: FOR ©OR® R®OR® l 5 �. BtAOE ®R EHEEf 19 1 OR OR i R j Oft i VIEW Y I /f 1 OR ®' PLAN L PORED CONCRETE OR 1 OR & � DETAIL % CONCRETE BLOCK WALL 0. ®"©•�" 'L'.`Y'® "®'� �'� f0 ®• REOURED 19�®.®•®. •®> 1 •®"®•®-p•Q" 1 END INSTALLATION ©•0.0"©•0• ©O ©"© OO ®" HV BLADE OR HV WINDOW B DE INTO END CONNECTION DEre11 ®®'® ®'� ®®"® ®•O ®' CONCRETE OR CONCRETE BLOCK WALL s` '' FLORIDA BUILDING CODE Non Nign Velocity Hurricane Zone �P•...........•, 1\ , +`` EO201T NSn _•• p = MR[ 02017 EASTERN METAL SUPPLY, INC. V *9 •�bVy����,((,�r,,A,,i,,:,�C,,JJ'`O_f,� ." * 'Systems E IL EC ONA S S Accordion Shutter S ystem iv. Btt ADE #1w�ORW10Nv. aw9AEAmerican Shutter TILUT TESTING & ENGINEERING COMPANY R bmuI D... eRvnM er: L.e. _ Off, ` ' • W��I`' w" bw, u. s.. ua, swI cassm, mse, ,TI Association. Inc. 1 OLD 15-0e5 T/nn wID oT/z7/v •.......... _ d N.R.F..: (J96)BTI_16_e , I.X . (s0s)m1-Ivr 4268 Westroods Drive 2 SJONAL ENS j1 8 T6Tb ie em West Palm Beach. FL 33407 s DRAWING No ' Nd•• RI n/tiER A MUT :n 6It.7 17-107 P.E. SEAL/SIGNATORF/OATF rWRDA tic / AAI6T y �.:..- X 5PAN- -L+- OR -L- MAXIMUM SHUTTER 5PAN* 'L+' AT & ION®Aor or OR 'L-' (ft.) FOR r PSor INSTALLATIONS W 1K KoING®OD 280 29 W/ ONE o0 ONE H W/ NO LOCKING PODS 30 W/VNO LO®K NG (SEE NOTES t it) APa 1 l6tta ifi6gANr W.VI IAWNIING {L�R/CEILING P6iUPL W41404N11!{C Mwq NWNNNC Mom' k k w y - � «rJ 1 RooR/rnuxe voeNlmG SCHEDULE A3 AXIMUM SHUTTER SPAN* "L+` R "L-- (ft.) INSTALLATIONS W st W/ ONE HV LOCKS OR W/ NO LOCKING DOS OV UD FOR " NG Q » CONCRETE ASAAEAEN INSigLIAtI0N5 Mry ROW/[WND 4WMINa OA /+aOR,) FLWH HL 4WNIWO 30 35 40 45 50 tt'-I' u'-It• 10'-2" 10'-II' M6110 9'-5'10' 6'-9" 9-4- W-9' INttg114T1�� CONCRETE & {YOOD MANSORY WALL A. B, C. D, E. MOUNTING F, K & L FLOOR/CEILING MOUNTING G, H, I, It, J & M 0 MAXIMUM SHUNER SPAN 'L+ OR 'L-' FOR INSTALLATIONS INTO WOOD SMALL BE LIMITED TO IDS PSI. AS.D. DESIGN PRESSURE RATING. t FN CORNER CERTERMATE /3 MAY BE USED Al ALL MOUNTING INSTALLATION'S LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 15. SHEET S. tt EXCEPT THAT MAXI SVUFRER SPAN 'L♦' OR 'L--' AND MA%11LI1M A.S.O. OESRG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 9LOCK SHALL BE U61ED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,_72 Ps.1. AND 8'-O' SPAN, SEE MOUNTING QON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 O HV BLADE c2o17 mrzco. Nc. ( C t TILUT TESTING & ENGINEERING COMPANY jai \\i' 6N5 RN. MA, Y. SN. All. '.. a,FFN S no 5 3J' CM1a+e : (MS)fiTl-15M , ia� f (3Ol)lhl-IAI a�mGT. 1:11acoPad.<em 1 E� F R1IIUT19 WALRR R P,C. I SbTt11PF /GETC FLORRU Lt 44 / 44181 A.S.S.A. American Shutter Systems Association, Inc. 4268 Viestroods Drive West Palm Beach, FL 33407 (1) L+: NAU NAUM ALLOWABLE SPAN FOR A CAN POSRNE AS.D. DESIGN PRESSURE RATING. L-: MAOL ALLOWABLE SP.W FOR A GARI NEGATIVE &S.D, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLCGR/CDUB4` CNEf1 A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MINIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXOXUfA SPAN -L- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND -L- . (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNDNGS W/ FLOOR/COUNG MOUNENGS: FOR A CAR POSIN& AS,D, DESIGN PRESSURE RATING: DETERMINE: LI.- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, U+= MAX, SPAN FOR FLOOR/CENJNG MOUNTING "WALLAT10NS, FOR A CAN NEGATIVE &S.D. DESIGN PRESSURE RATNG DETERMINE: 4 MAX, SPAN FOR IVALL MOUNTING INSTALLATIONS. U-- MAX. SPAN FOR FLOOR/CEWNG MOUNTING INSTALLATIONS, FINAL MAXIMUM ALLOCAOLE SPAN IS EQUAL TO THE MINIMUM BETWEEN %,+ ; i3+ . "L,- AND T:-' (4) GO TO ANCHOR SCHEDULE YAM FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE &S.D. DESIGN FRESSURE WILD TO DETERMINE MAXIMUM ANCHOR SPACING. Accordion Shutter System H.V. MADE #1 W/ OR W/o KV. WWOA' MADE AWING No 1F-10 WALL HEADER MOUNTING r1iMmun��9 ••-Hn �n ®�ml a��mmnnQuo{pp�y�e onol �m�i mo��n�mmmonnoc��m�ODOdO�mn®OOOfAOC Aso Ion ® In Box gx0im suffir ®KM�mm�o��a�Cnmmno��o 11131 am c9i��m�mt�v� m����gainmmo� �0m�imnc9i�o�®�� voa �mm11113111311 a ®®m a�mmOO��a�mm®Iialia�mm�Da®p mmBlum m mmQnnno mmoaaaa mm m®mho®vo mmmo�moggEomimm�nQ v o ommmosia oEo��ama o �m�vv��m�mouool�mmnu Eoln°immaoee�omm��®�o M�m�mm000��m�®voomi�m�i ommm�g eoaaf�®®v� mmmvooao mmv®laao�umma aam®® 00 mmmva000 mmor=aaommmn 0aammo� aaammn� Poaa 0mmomo0om mn©aoammm[ao as®le0aaaa �aaoo m� aaom�imv�aao mm ommo a m ©aaa� �mpa�aape�mmspo®��®Mm®m��aaapapoo�mm®�Eo��@�pq®®�pmp�� eye ��®OO�OaO ®�QO�vO 0= E3 E�p�OOa0�7®O OOOO mm�EOaaaommmaoaaa comma USIVEN oa �® Po�Aaaa®ammo a�ommmvaeailoomao�vo�oa� ' meadeoo mm a0a�6�nmoloai�waii ����e��oao��ima�oveni�i���roa000 mm 0a mm m as �E3�a as aaaa m000aoomml®aoolaa aa�ooer�oo��g��o���®�o���® [amOaaa000m oOaO m0 Oaa ODD 0mo�aeloovom��oaae ' oe moopa�ov0Qa�jjpapv000aoa9inmovooepapi mOOaaao®1l Kill maaaa�aa�ma�a�aal m®CA 0a�i lilmaLa7,a,,.S�aa m�I aaa0f'ii�g• 7aar70� �Ca/ Oa Q aal 0 ®0r7mzCxi®vv==o�vo®o�mo.�oo��ooO�olaagoov�a� us mg �msaaaoaaamaooINGI==ooaoo®oaoo M RVANCEDHNOLOGYID-SET t SEE ANCHOR SPECIFICATIONS ON SHEET 13 •SEE-MRARONS OF USE FOR BtAOE 0 ON sHEET 19 - J.9 - - - e - e - - 9.9 - - - e e e 9 - - {� HV BLADE OR C1� HV BLADE 9 - e ..9 -- - - - - - W4 QN HV WINDOW BLADE WORKING IN UNISON ed[a on I�9ta�000�o� P0004��o��o�vo �omooao ' -L-JFLORIDA BUILDING CODE (Hon High Vetodty Hurricane Zone ,......:./ �_ ;: ti�ceNs •:" = F•.9; * ? / 02017 T9R<e. me L� E�p TILDT TESTING k ENGINEERING COMPANY ers x.W. vbn. R, m. ]x1 xxcsu wmee. naew cot¢ amxe : (.wsls71-uw , rev : (om)sn-jW1 -m �. ummeecl<an W.MR wC9u°in °,. P,E r10fliM H`' T 1107 A.S.S.A. American Shutter $Y9tsn19 Association. Inc. 4268 V/estroods Drive West ROIm Beach, FL 33407 ®40R EASTERN METAL SUPPLY, WC. BERTHiA nA Accordion Shutter System RV. BIOPE Q1 W/ CR W/0 RV. WN%7N III" Lv, x atstumox "'t a rnv Tn; Lc I OLD 15-085 71rl/I Dal: 07/27/1 -' T+� •._ Ii ... �l 1P AL EN6t,1�`' P.E. SE%1Yf914NAFIIRE/DATE t a DRAWING No 17-107 . a SHEET OF �0 e SILL MOUNTING I ©CEIUNG MOUNTING immmmmu`i®Hi-upeommlugomvo��®®min+ e� lEll ®�®�O®O�p®� va EN Ex I�Q®Qq�im�RpE1��%i�Q�� ®0[a•7®d�QmmmQ®d�OmSiiEi®QLE7QC IIM d m 0® mi1Fa!®® mm�®6d�HBO! Pm o�®� rN�®QQe�iQEM.107mm0009Q� oapgppp �oo� m��amw Imo ® ddO�mOd�®ODmmmESK32ga m®Q�Q�gQ �i��000l� �Oddd I�in©iuodvo of��pp0po�oo gg m�p®��ppd��opppe mmMI111Oo 00lCd7�ddQd �©mOO�idp mill cilldn Qdddd�dm0MM I= HIM 7dd Oppd000p�p1'Fm70�O0 OO�OE7E7®OQp=opOp i7dddddQ mmQdd dd1111 EadL��dd Odddddd�Q©OQQOpQGEIOdd dd DO dddQ®®®®®�®ddddOppOmpp®dpdpdd0 vdQ �00KR000Ova=Flgu dd �Owe000 ooveS ®qA MMM I- ANCHORS TO SUBSTMiE SHALL BE AS FOLLOWS: (Ai TO MISTING POURED CONCRETE: (M re . 3 ej FLDOR MOUNTING - 1/4b MPORN OR TAPCON MTH AWµCED 1HRGBFORM I£MWMOGY µORRIS. AS MANUFACTURE, BYIT.W. BWIBEX (Kin, R P194V.S ANCHORS SPACING (MEND - 1/4b . 3/4' ALL POINTS SOIDI-SET ANCRORE. AS N,T,BUn BY ALL POINTS, SCREW, BOLT & SPECWEr WUPµY, (Yin. TWCON OR - 1/4'0 OWE TAP CONCRETE ANC40R5 W/ W AS MANUFAOTIIRW BY FLOF.DA FASTENERS MRECT, INC. (Yin. I, - 2 NM) W 75 90 1M 160 295 - 1/4.0 TOPE" µCHOPS M MAMUFICIUOK RW BY POKERS FASTENERS; RIC. M'O ORER, O BY ALL FORM SCREW, BOLT TADCON ACTH ADVANCED to 0 0 e 6 6 IHREADFOAM iEt4 CMLOC CDYPANY OR ANY Mar1PPROVED UCENSLb OR ANNCfijEp VENDOR REGa1Em WI ATH WE µbNCAN $NlRibi SYSTE2I5 10 9 0 B 6 9 (Nln F< - 3 tIIl} 19 9 e 6 6 3 FLL SO -SET IO 9 B 0 6 0 BLUEUE TW TAP INW/ CAP TIDIES 10 9 B B 6 S iAPPERi 0.1) MARAM ES -4- 1 1DINTO PWPea CONCRETE OF TAFCOH CR ANCHORS 6 TI N MN KVANCEO 1HREADEMRN TECHNOLOGY ANCHDRS AN,, OFFER. -- - - - IOP]/4', µB FOR BWE TO W/ cm µCHOPS IS 1 1/2-. A2) MNMUM EUBEONEW OF I/4.0 A 3/4' ALL FORMS SOUO-SET ANCHORS SMLL BE 7/8' INTO WE POURED CONCRETE NO EYBEEEKW INTO BN W SNN.L BE PDRYIITED, 1/4.0-30 S.S. N IRNE SCREW USED SHML BE \ 1/2- LONG YMMUN SHOULD STUCCO EAST, AND 1' WITIAW FOR WILLS MTH RO STUCCO. AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE psR,,. PAVERS OR µY VENEER BE FMITD ON ME f%KTNC WALL OR rtOOR. ANCHORS SHALL BE 1LNG "W" TO RFACR, WE YAM SIAHCTURE BEHIND STUD W&L RNISHES. ANC,ORcE SNNA BE AS WMCNEO ON NOTES At) & A2) /DOVE. FOR INSTA TIONS ON MNO, STDNG OR VIM MR OR MMON YET& SNOS COWOVLT THIS ENWR R, FOR RaT&IANON I= VFS MM NET& STUDS SEE SLEET 20, (e) TO EASING CONCRETE MOCK: (26N C-90) - 1/4" TOWN OR TAPCON MN APIANCEO TRAWFORY TECHNWWY µCHOR% AS MANUFACTURED BY LT.W, BeWEY. 1/4'0 . 3/4' ALL POINTS SOLID -SET ANCHORS, AS DRTRYENEO BY ALL POMP SCREW, BOLT & SPECIALTY C e,,,NY - 1/4" ME TM CONCRETE ANCHORS W/ CAP M W FACNREO BY MMA FASTENERS MRWI, MG. - 1/4'0 TOM4 ANCHORS AS MANUFACTURED 8Y POWENS FASTENERS, INC., AND MSTMENCD BY ALL POINTS SCREW, BOLT & SPECMW COUP" OR M!Y ONER AFrR=V UCENSEO OR AUTHOMTED MOOR REMST M WON WE AICENIM SHNIER SYSTEMS ASSDCNRM, INC. NOTES. 0.1) NWINUN EMBEOMM IWO CONCRETE BtAICR a I"=. BLVE TA' W/ Cµ MCNOHS MO Tµ M* µeWse IS 1 1/4- No EM COY MR MVANCEO WN FORM TECHNOTOGT µMn 4 1'. 8.2) MMIVUN EHBEDMENT OF 1/4.0 A 3/4' ALL FONTS SCUD -SET ANCHORS SHALL BE ENTIRELY WORRIED INTO WE CONCRETE GAWN, RO EWWARW IWO STUCCO SMLL BE PVNWTE O. 1/4' 0-20 SS NACRIW SCREW USER SKILL BE 1 1/2' LONC YWINUN SHOULD STUCCO EAST. AND 1' MINIMUM FOR NAY$ MN NO STUCCO. B.3) IN ME THE PRECAST STORE PREMY COWENCIE FMBL PAVER^ OR ANY VENEER EM FOUND ON THE COSTING WILL OR ROCS, ANCHORS SHNA K LONG DOUGH TO RETCH WE NAN STWCOLRE BEHIND STUD WALL FORWO. µCMOPKE SNNA BE AS INOIDUVO ON NOTES 0.1) & 8.2) ABOVE. MR INSTALLATIONS ON MINI. Sw4 OR OES MOT OR MWDW NET& STUDS CONSULT THS ENGMEE0. FOR INEEA TION Min M MR MET& STUDS SEE SHEET 20. (C) µORRIS SHN1 BE M5WLLE0 FoUcRRNG NL OF WE OWNNENDANONS NO SNEFCTRNS OF WE µCHOR'S YN Rcn sot. 2n, 4 & 9C'GNNMn�OSE faa • 1 /A 1 3 11111"AAL (/� , L 114,Z / E1. 9 rc.Jw) V. 3 lej & SPECIALTY ASSPCMRIOY. INC. EOCE DISTANCE VERSUS • x OWS-ERR NCxOR5 „$PANN NMMVM NIfdHOR SPACINGS AAE VAIO FOR EDGE BSTN.Y£S INNOMEB D0.0W. FOR E 0, LESS I. THE t4BIWED, REDUCE -CHOR SPKMG Rr KATIFLNYO 5PA G WOMH ON SCHEDULE BY ME EOLU%YWG FACTORS, REWORD SPACING ODTAMEO WINE rALTOR SNµL NOT BE MS W" YNMUM SGACINO INDIMEO FOR E A CHOR TYPE. AFIO& FACNIT2 EDGE TPPCON TAPCON WRN A➢us"'s INREADFORM TECHNOLOGY '� POINT SOIN SET BLUE TM W/ CAP TAPPEII + OIGEAN%E E,D, _ MIN, IRKING - J YN. SPACING - ]' _ YIN SPAGNO - 3 1/2 IN, SPKRR . ] YIN. SPKING PoG h ipfR WgEIE aFIQEIE gp3( PwPED GGxcAErt a PauRtD cGHrnETe o- EDgO WL EO.r 1PE EB.] I/]' Itt CO.x I/Y ;OCR OM+M.NEI�E .B LM M-3 1/1' Mx En.x 1/T J' IA 0.90 to 0.78 1.0 0.84 1.0 0.01 1.0 - - O.B7 to 0.71 -- 1 3/1V - 0.91 0.43 - 1 1 O.JS - - - - 0.43 - 02017 TLIECO, WC Q - I EE C O u,TG. ' TILLIT TESTING & ENGINEERING COMPANY 0" x.W. Lau. %. sN M, �..wMs.. Rom. v Z.: M31171-1550. F..: Om}Wt-Iv, ,1 - .: tfligpOµl. L\ £R-MLLTt9 WfllER A $R 'r. P.E. 1dTG £LOPIBA Lk. IFA418t A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrocds Drive West ?aim Beach, FL 33407 02017 =ERN MET& SUPPLY, INC, - _- BER NA VW3 Accordion Shutter System ITV. IXAX Mt W/ OR W/0 HV. VWNGGW 9AEe HAWING N0 17-107 MAtlMUB �ilp POUMN) OONCRETE :QURED QWN3/F1ApR MOVNiiNG 6VNWETE OLOOK ©WAD./WALR pOVAMpUNnNp I w4Jc ava h Van t lRENM QRNNGUARD MOUMMG 06FI Nf006t MIDI RmG "D D601 MU.Th£ P2itlpS WRn 3®A IOGRd NBSAPC MRF C�1 fkGrt•F R.tmM Palva (pn 30 10 80 75 100 11201IM12w. ]0 •0 m ]S' 80 x20 160 203 SD 40 Bo ]S 90 In I60 3p5 JD {0 80 ]5 9D 130 I60 205 T-0 1ES! • la 11 Ix 12 12 IP 110 f0 b A B e 0 0 tl B 8 6 8 B 0 fi Il 13 13 Ix 12 12 12 12 0 Y2. I2" 12 1 12 DS .4 12 a 3, 93 6 63 ) •S ) ] t T ]) ] J)))] T ) t ) T ) t) > 5,s ) 1.5 5 3 5 S 5 S 5 5 5 5 5 3 3 3 S 5 ! b 3 5 5 E u 12 10 p 5 0 s e n u Ix 13 12 10 ]3 c]] r T) t J s s s s! s s 3 14 12 10 9 8 6 B b 12 13 I3 12 BS 0.3 5 J t)) t J BA a S!!! S S S 1.-p. 1♦ 11 11 4 10 10 9 p 0 8 0 B 8 a 1 6 12 12 1] 13 12 12 13 BS 11 W B B3 8 ] {.5 53 ) ] J ) t ] ) ) 0 3 5 5 5 ! b 5 ! 5 3 S s 1 5 II t1 1• 13 13 10 10 9 9 B 8 0 6 0 6 6 B 12 11 12 f3 \x 12 13 11 B ] 3 • • ] J ] ] T > )' ) J y > 53 ) • }5 a ! S 5 3 S 3 5 3 S S 5 5 3 • 3 ] 5.-p. H 12 10 A 0 B 6 D I2 13 I2 12 10 ).3 35 a ] ) ) ] ) ) ) ] 1 5 y } 5 S 5 4 N 12 10 9 B B 6 6 H 12 v4 JS 4 •S p H 10 9 0 B a 6 12 11 1] &151 8 16 43 -) J]> J] 5♦ S Is 1. S 5 S 5 1 N 12 10 9 B e fl 8 @ 11 1.3 9 IS SS ♦ ] > ] i ) ] {3 35 - S fill S f 5 5 {.S JS - G•-0• N N ]3 1Y i0 1P 9 9 8 B 8 0 0 E 6 12 12 12 13 12 B 10 6 0 S 6 a 3-] JS ] T J J))]) Y) J13 1 ) y 5! S s 5 3 S S 8 9 1 1 J 1♦ Ix 10 9 a B 6 G .2112 10 D &S s A5 - 9 ! 5 $ s •.S - i• 13 10 9 B D 5 6 lY 12 10 B OS 3 13 - J T) 63 }5 ♦ S 3 S 9 5• S ].-p. 1• Ix 10 v a 8 6 a IS 13 13 03 T 3♦] l J y Y J 6 5 9 3 s 3 3 S 5 14 12 ID 9 B 8 8 6 12 10 B! 6 •3 ] - - ) ) ) ) a3 3 S S 5 5 6 5 ! }s ] N 11 10 9 8 8 6 E 12 It a5 ) ♦ -]) J)) S S s S 3 3 S - la Ix 10 B p 0 6 - 13 12 83 6.! 3 S 3 1.3 . ]b - D,-0' 14 12 10 8 8 8 6 - II ]I OS J 35 - ) > ) ] ) } ♦ 3 5 S 5 s 9 3 11 12 10 p a e a- u p 6 •s • s I a 1• t] IQ 9 11 25 0 5 )S - - J ) ) J.! 6 1.3 - 3 5 5 5 S AB - N 1l 10 p 9 B-- F2 IS 73 1 3 SS --) t g3 S! 5 b 5 S 1 J B-- 12 @ 9.5 03 9313- J J ] J) 6 J ! 1J.5 --- 4la U14 13 ID B B 810" S a3 - J ] ) 63 }S - 8 S } !SS lb 3.5 - - ) J 3!5 5 s •3 ]3 - s ]3 --] J Y J y •S - 3 S 11 12 10 9 8 8 pd t i,5 ]3 J - - ) J T }5 l5 - ! 4 5 S 1.3 a! 13 1P 9 0 6 - 11 9 6 3{ - )) J g 5 5 3 5 Ib S 1♦ 13 10 9 B B - - ; 93 6 } ♦ ] - - ] J 5 1 3 5 S I1,-p1 I1 12 10 9 B 0 12 10 i SS {3 J3 - - ) I ] ) Y J ]S - S 3 3 3 5 3 1• \3 10 B D 8-- B3 6S 4 ]3 3 )] 0 1 5 3! S I 3 N @ 10 9 B B - - II 8 SS 1 T ] ] 53 •3 Is 1,9 I{ IS 10 9 0 - - 1b 83 55 IS 3s - - - ) J as 15 - - - - 5 5 ♦3 SS ] 12*-0' 11 13 10 9 8 - f3 p.5 a5 s• 3-- T T J 7) b] 5 3 5 5 5 1 1.5 35 I• 11 10 B 0 - - B a 1 J - - ) 1 61 l5 3 S 3 13 • ! -- 14 12 10 9 8 -- 10 >.5 3 - T] 6 5 5 3 S 5 11 Ix 10 9 IS I - I - - 0.5 B f 1 a5 - - - ) a.s 1.3 31 - 5 ! •A a5 J 13.-0' 1• I2 10 0 A - - - 13 8.3 6 l5 SS 3 - - J ) ) y 1{ 12 10 B 8 ) 55 35 3 - - ) ] S 1 ] 5 3 s ] I3 10 a J 13 ]3 - - 1• 13 l0 9 - - - - 10 Jb 4 1 3 ] 0 14 13 I- 11•-G• 1a \3 ID 9 - OS 8 }b ♦ ]5 - ) J T > ] { - 5 3 5 y 5♦ 5 3 J 1{ 12 10 0 BS eb ♦ - T] 5 t 3 S f 13 ] 15-0' I• II f0 - - - IP J,1 S { a - - ] ) ] J T J3 - ! Y 5 5 5 3 I ] N 12 10 - - D 13 ] - T ] ♦3 J 3 S {S ].S - 11 7 17_1 5 - _ - 5 3 .3 I 1• R la - - - - - Db 6b 1 J,5 - - - - J 3.! 33- I6,-0" H 12 10 - 93 ] •! Ss 3 - ] ] J ) 6 ] - - 5 5 S 5 3 4.5 3.5 - 11 1 10 6 •,S J - T 63 1 3 S• 34 - U 131'.......... 02017 MLnW, Plc. V. J�ENSF•,,v� z o- IL�CO 7 1 TIWT TESTING & ENGINEERING COMPANY aJa. III.ucnW J] (]05T171-1530mI11),11-15]1 r7, /�` NGu' -°ONAL WAL" inWT 1, sPs P.E. 9E%GNAY6RE/DATE EUl, 1 M16T TAPCON OR TAPCON WITH ADVANCED THREADs'ORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 1} MY FOR UP TO U+70 RE -75DESIGN PRESSURE FOR SPANS PER #3, SHEET it 1T HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroDEs Drive West Palm Beach, FL 33407 -I tw¢xn METAL WPPLY, MC. B RTHA H n4 Accordion Shutter System KK BADE #1 W/ DR W/O KV. WFDOW MADE AWING No 17-107 n HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON+ • 5tt noxs u usE r0R ellcs�ax saM Ix i NOTES ON ANCHORS REOUIREucRTS WODD SU�TRA7ES, I. µICMf� i0 WLLL FLUM aN SOJJD WDW SORMT yV4 KM re,p . J. SWENRAM S'a COMM OF THE MMINNF - 1/6'e TkMM µ Gss. 10 N MIME,,, eT LT., DNILIX W/ WMMA` DMIMIENT M I\UGlrp AT EAp1 ON SE Is S IT. K VM 481E W 2 W/ D.D35 (NDS) -MROI 5 {M M/ G.DSO (N.DS) O.: IXCEPI1011: SEF NO1E 2 GELPN 2 -5PRUCE ARE IW NORM W GMAJ NAS. -STRUCE ME AN SCUM Wf a.0]6 (t445.) t NICHIXS TO N0.leW CEENC SMILE DE M PER YOUNANG r E U, sRM I) µD S CONSRT v -MN. 1/Y COX PLTNME, (ISRB .WA) w SCREWS M PER M3 2015 SPECRIGMIxS. µCNOgS SHAL BE INSTAMM MDM)MG µy Or THE RECDMUENMPON$ Iwo sPECNl A%,M Or ME M<HOR5 u.NUi/.UIUPER Y`.•,.•••••••..•�/�, 02017 OLTEC0. MC 02D17 EASTERN IV& SUPPLY. --MC THA H Accordion Shutter System IL E C O imc. ASSA i, }` T(LUT TESTING & ENGINEERIND COMPANY ATOEIOCfn Shutter Systsms KV. RAM #1 W/ (i W/o HV. ANDUR 9AOE EW, N DEScnmr,0x own GRA u IR. E.c O IS nJSs N... xm. A. sW, JOJ, mM°w DgxIMS, r1am.. ale AssoclafiDn, Inc. 1 aLD a-aas /n/1 are aT 2T n / (JDQ)MI-15:0 . fe. ; (J0.07',", 4268 Westmad. D 6. 2 J DRAWING ND�f -•ysf _,q�fij! ,tJE '" e!°1eeOOM'`°"' 1Jr.P.E. West Palm Beach, FL 33407 --.�0NALlL,III' WKIIRw7� 17-�QI Df Cttiff•/RKVIN oc ln�x PICINI M, 1 u16r T �.R Ta"L LnN Lv VGINILJ vtv LnlalmU vvUuu IJUILUINGS FOR I HV & HV.*_ BLADES (AS APPLICABLE MAX B SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLAQE 1 ONLY SHA t — f IJlb TAPcaI as A S � TAP:DNORH awANCEo 0 D DESIGN PR SS s S DES SS S R RATING FOR INSTA CATION WITH BLA F SHEE 19 FO MAX 1 SPAN „.� C.,_�_•. iHRFADFORAI TECHNOLOGY { W/ 1 1/2" Wm PENETTEAT10N `ti. `` IJ 0 —ONOR TAPCON WItH MV/NCED ttIREMGONM 0 O IN UNISON OF iNRcwEO aLw t0 L5US1wC x'ED0 Hw0E1L ,� '�� TECHNOLCGY I—IYJ 1 i J2- Mln. PFNETRADON OF TNPwOEO AREA t0 EATSTING (SEE SCMDULE 0Y SMET 15) W000 NEADEN. Sf SCNEOteE ON SMEf is ) t Mat L 7a aA`5 I�; 1 OR i ! /'��('� 1/a'f_26.5/{" S.S. MACHINE % V" SCRn'S W/ 1/4"-20 NUN Ow _ �'- 11 OR BX{mAw I NS i i' Mbn o 12" O.C. f W SIQT In FO: ua 0� E%GIxm I dA0F5@N fi1i N� GLASS-i1 0.1 1 WALLEz 1 FINISHH I I �CYISIING MIN.2".a• ftl EOUI_ REOUIREODR ® COSMIC MIN.M.AOER cRE%GS S 1 tED ro C HEADER REOUIREOG(p55--f 1 'I I EDSDw (SEE � SNlEI,5EP~014 1DN 1 TO GV55pCNERURON ... THFIC DFORMN TECHNOLOGYWAl 1 112- Of MRCAOED I)iEa/ro 1 EHEET IS FatEXous 9.RDf5@A (SEE SCMOIAE S'�I ON Sr1EFT flj Y i :':: E%RTING Wa00 HEADER, (SEE ECMOULE ON ENCEt IS) 2..- CENT. SILL OM HV WALL HEADER IN TA LenON �N HV WALL HEADER INSTA L A TION I-- OO HV WALL SILL puTE REo'a INSTAL UATION E%rsnNc t I I I CUSS --I 2'va' CO MiN. SLP IT.CN TO CUns I I 1 MIN. IRD,. ON TO OWE; E%IS�O ,ry (SEE SCHEOULE ON SHECT IT) T NIN. SIORmO 10l0 GU (SEE SCHEMM ON SNEEr 'I) WOOD 11ATI {SEE SCNEOUIL ON SHEET 11) Y I• �fj NC GU55J t REO'D. ) 1 II s 1 = { '' ••.!(a'O-20vJ/a 3.5. t I/4'e-2N3/4' S.S. IW'j IRWWD •{ Y a`:. WGL1. u x r LJ .. • / I ,WCHWE SEEM w/_ 1/a -N NUBS O 12 I i' � i I IISINCWi/ufl30 M1VTS � ) T +'•' ii nNl$N 0.. II f 1 O 12, O.C. II 1 ; ^ / � � l �,I � @ '� z".a• ww. i ` I 1 aR o I i `-' I cR 1 WOODTE PLA RN �. O I 6E �, l E I ) 1-;1 i 1/4'0 TMCON OR TMOCON VrRN AD MCED ( 1 T -I/4'o LNDON OR TrEtON WOH p ANCED iHREPDFORM TECHNOLOCY WJ 1/2" - .' r - 1J4"0 TgPCON 2 {" COM. {J- SILL SILL PLgE ( TNREADFORM TECHNOLOGY Iv Mm, ADFORM TE Or THREAOR tI i0 •'-Y-- Min, PENEIaARON Or ,tRE4DfD ARw INTO PLYa'ODD (SEC SCNEOVLE ON SYEEi IS) ...._ pE TAPCON vRiH %-CEO IJ2" MIN• 0 THRUDECETV TECHNOLOGY NOif; MEE 1-SEE SHEET 4 raa iTPIq.L V 1 E%15TiNG WOOD HEADER. (SEE SCHUDIRE ON SHEET IS) I' 1 ENISDNC MIN. 2'.4• 1 PLtWODD REO'D. W/ iJY" kin. Pn:RR4t_ . ASSE48LT. 2-MOVMiNG _,_'�,. ,I �-WaLL TW@1 1 /2- M!N. COX pLrigaO ROWD. �E%STING SIDOS O I6' O.G. MyL,� OF S DS RYHOtlD N OF WALE AM JNFN 0 RiA INTO PLYNo SEC(gN5 Cyt eE COMBINE, (N NiY WAY TO MN 294" STUDS D It' D.C. MA%. REO'D, ATTACHED TO SNDS IN (SEC SCRueurt ON ETIEET 15) sa8 arc INsrnLurnN. ® BY —WALL SILL INSTA L PLYNOOD TO sE ATTACHED TO SENDS IN ACCORDANCE ACCagwNCE INCH ATIoN THE F.e.a SECDDO 230e OF THE F,B.C. ©HV WALL SILL INSTALLATION • sEc u Tgxs DF u w V5TALLATION eUOE {yaN sxEn FLORDA BUILDING CODE Non High Velocity Hurricane ZI P4tER T : a2ml EGO, INC. ®201T EAS ERN ME A Supay, iNG ;• �10ENS, ✓ MIRTH !1 TM i IL ECOIN�. A.S■a7 A ACCordionShutter Systel •� r • • Hv. BADE g1 W/ OR W/o Kv. W DOW HA➢E "G i �i�/ TIWT TESTING A ENGINEERING COMPANY American ShuHer Systems 1417 N Lc AuO. Wawfa w:E NT, rMUOU ula Association. Inc.1 oLD 1s-D85 : GT/n i �l'.l_4265 Westroods Drivez•..O!11D:'t4 {IR -meu: wuean.AemWest PGIms e, �L 0.06E.11. Beach, FL 33407 D WING No/00,,vI':n�L \ j11 waERA LZ�4,l E E, 4 11 D7 PF ffA1 IRL'/nalC ■ n WAu FINISH - / - ... .].u. u JI JJU SPAN & L KAI ING S S 19 FORMA I/. P TAPDON eR DESIGN LOAD cna S';— LATION WITH B ens WORKING IN UNISON I ytY YAPCON YRM AbJANCED N� THRMFO_RM ..5 (n°n.) CMTwG -1i DO Eo 3' MIN. j^-.,•- ? TECHNOLOGY WDOO OEµ REOUIREO. / r / / �'� •'" �- �� W/ 1 1/3 A, PENETRATION OF TNREADEO STRUC URAL AOEOuACY 1/4'0-]OrJ/4' S.S. OF 1 l MCC (M APPLICABLE) Pti• AREA TO EXISTING .000 HEADER. 1' EmBTING W000 eFG4 PMWPs TRIM HEAD TO BE CERTIFIED BY / fiI • ' g 1 (SEE SCHE➢IAE ON SHEET IS 1A n• ) MACNwE scour REGRIEREO ENGINEER OR W/ 1/4•-30 Kars AACHRECF PRIOR TO EO •1--EG _ �„— d11PU55C5 d1r �/f 19 •{O O 13' O.C. snlll)LR m514,UnON. I/3' OR 1 1/3• RAFTER 0 b' I —~ O.C. REOwRED '•~• 1 °i 1 1/4'0 1A^CON Ofl MREA)fORM TECHNOLOGY - I EXISTING SOii1T 3 •� I) _J4°.. W/ 1 I//]_Wo. PEMETABONON OF THHU➢m AREA TO /141/4" E° EO- 3/4 Me.. IHR. EXISTING tTOOD NEUTER. S.Y.S. ,. SURE '.t'.:/6" DEBT.LLM •} iti .�� J (SEE SCNEWLE ON SKEET 15)O 6' O.C. I O °r Or Q I - W1 P)5/1 '0 LAG SI w/ 1 or Q Or © AD, R'0 4G $CREWS 10 RA)TCIt OR 1pU55. DAWNS PsnNG 1AX1 3'.4' ] ((1 I LOCATE LAG SCREWS AT [[ -I READER PEO° TO GVSI OP[S ROLE A) CEPN(SEE MDM°TH °F mS1Ry MOOD UE4BER. (]" Mo. NCAINALUR. cNvNA.IIDN SCNEOUE ON SXCET IIFXsnN4 fli-t`l STW iO ACCEPT wI0 3' N:T<REW ON 0 ARM VA ID OFMRUOEO AREA VAUO FOR INSR 13 WYN HV WALL HEADER INSTALLATION TO. UOTRNG j Mw LOAA1 A.So. n MAX.aso.°Egw LS NG 9'-0' MAY SPµ. Ih51A55 i si p INSIALAnON IS ONLY VAD DAGSm M,N2mep I, 019Q1 IS NA FOR %goo W/ AN, SPEEVIC 9iLCl . !OR IYR{'µ SWTfFA ASSDI�T ]-uWNTWS rtCMxS Cw 0E CW&xC° ' BATS�W® GRAVITY OF 0.50 AS DOU°LAS ITS OR SOUTHERN ME No. 1 1 OR m ANr YTTo Sur AM' 015fILMnyt TT1jHV CEILING INSTALLATION ®� 0R AL �— U V CEILING I ST L 0 - ulx. SEPARATION l0 cuss (SEE SOIEOVIE ON SHEd ti) -1 AmIE 015¢1 H E1tGiASSK .j—ODR I MCI - 51fOP 1 I EXDSMG i cuss j 1 OI�O¢T�1f,O§ R 1 �i oAPC fd.A25 �(SEE I I i 1 \ SS,.a°�'r°°� E I M's" 11 1 ICNOR LO ;LacAnox O 7 II Jn 3A N Ensnxc ua'w Xd cuss I 8 I I I = iI I L�J OR 2'r6' INN.. WOOD WASNER• SCREAR a 12 TCK SCREWS 0 ly o.° I h8' MIN. W ca DECK O OECriINS.'E(:DJ WISH Ho nNrsH PLLOWEO) 19 ----'- _ J ��]. - _ 1 EDGE OF DECK IF APRMADL[ - �_�-EDGE S� OF - --- °ELK _- _ EDGE OF DECX � 1� I/4b IAPCON OR 1/(P-30.J/4' S.S. muss _ � t _ Aift1GBlE a A^PL1LIs,E 3".4 COIN. spy PLATE TAFCON WR. E NCEO LGn �RFAOFOR� iE `R°UIp5 HEAD 1.uGHWE SCAM w/ 1/4 -]° NUT$ I/4•e CAROM pyN J� 1/I% TAPCON OR T%PC°N n•RH ODVAN_CED I REO•D, O11EfPA ON O 13' O.C. OR TAPCON WIiN ppVµCED iXRFAOFORMJ - 2 �' TNREAOrORY TECM.'OLOGy W 1 / 1 3 MN. 1" MS. / DF iXRFJDEO MFA TO TECHNOLOGY W/ 1 1/3 Mi. PENETRATOR OF "EARED PENETRATION OF THRiAJED dsRNG WGOD 1EADER, AREA TO EXIS11NG WOOD NEOER. (SEE %Ca AE ow SHEET 15) AREA TO EMTING WOO) xEADER. (SEC • (SEE SCxFWLE 0.1 SKEET t5) �qil °f FOR /� sCIEWRE ON $XQT 15) QX HV WALK HV WALL SILL I05TALLATION jv OW HV FLOOR INSTA ATION —OVER IN57e1I e710N ............../f FLOMDA BUILDING CODE(Non High Velocity Hurricone ZDnD LL1L - uCENS;•..•v9_ 03017 TILIECO. INC. ®vN7 EASTERN MCEAL wrPy. INC. 1 IL E C O INa. ASSA B RT M Accordion Shutter System 7 t T)LLIT , - American Shutter Systems HV. flADE //1 W/ OR W/O HV. WIIDON BUOE RY '•. !• • 1, TESTING a ENGINEERING COMPANY W55 ¢s, p 51. St..%xPCAA WIDp6, FORD ]JI y Association, Inc. . x DExpromcx eAtE mAwX IY: Lc. 1 OLD IS-0e5 1/21/I wR 0]/3]/1] _-- /ANAL wwnn : (ms)e)1-u.6.2 : (JD5)en-uf1 -m ti Ia1«maamm 4268 Weslroods Drive West Polm 3 DRAWING • �,1 1 ENG�, • ER-OCCGWS Beach. FL 33407 X No -' • W4TER A TIWl 11. P,E. 4 17-107 P.E. SEAL/SIGNATURE/DATE NORMA ER: / 441V ° SHEET ° 7 OF 20 END INSTALLATIONS(!) HV BLADE OR t4 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS rsMs P[o'0. r..•..a .i... awn— bl WS Tl•N]. yJQN yy J•0] •Zi-2J•ffl•id- 4�•fl-La•O.O• • (L- @U-L�•6-54•id END CONNECTION DETAIL (� 0 OG 4 u[ 4T45 S roR 1 QR Q• 1� —omoa olss' — � y END CONN TION DETAI Q t��:b •. .. Ji: O' - MQI] Ty][fA, uJC, IL ECOENc. TILLIT TESTING a ENGINEERING COMPANY !• 63" Nrt, ae'A, M. SI..: x. ca '% na SS r :• cn�..: (M)M-133a . To.: OOSA71-151. o-maL uneccoam.mm TB-fLOL]IS rt41Lq A }p P.G ISAT[ ROR31t W. 1 4. JJI6) irsRA [lA4 0.Tpg.Q Nmyy Q-]• Iql% ti �uw urowTro END CONNECTION DETAIL • awcm as�,w vro w.rtn ,,.� 1r-r ♦ SEE U�niAl1ON5 OF USE E0R &AGE O M SHEET 19 � � � � American Shutter Systems Association, Inc. 4268 Wesesho0Cs 3,3 West PQIm Beh, FL J3407 oc v'-1I .1t N IJU& SUPPLY. WC BER—ASSA,,.Accordion A VM Shutter System aADE #1 W/ OR W/0 NV. WNDmv DADE •„ ncsnamw. aJ1S� 5c I aEG Is-cas ...... am m mAn a S ORAYRNC No 17-107 16 49— TYP. EL ENO d MAY.5p ALLAT OWED AT M' N]NOCNVD�C:� BE NT SEE ENO CONNECUON DETANS ON SHEER 1T & Is TYP FULL N£WHL TAP c('� 1 'P" @ - (ON (T iA rhl� Y UNJMBCO M011F � w,�w. ELEVATION �---i� EKsrM �� a "= { iTP, s ara£"Mol g v 01� .d w/ CR AND W/O (SE NOTE t AewEj ELM MN. E: 04 shsE ro CF su saGaAE aF 9A2T ll FOR 19KE (jr 4W CN ME -- FGiH --- (yi L 4PL ASD, BORON PRESSURE M7IXc:.110. - 110 w.f. S. MAX. SNUTNUI SPAN: 96- 3, N 11) MWNBN(S: /. D. G & N ON SNEER 6, J; A$ Nfl1 M15 MOUNBNGS M. 0, 1. UU4!�iMGT�1P W ON BN¢TS Is & 17. UST BE JJJ MUCED(BOnY �r pTER � ER 9p or 5. 0) W MNDORI BLADE I�.Y SNML ONLY .41OW A MytlMµV OF 5 OPEMN49 (YO HOLES) FOR © Mq AT SPACNGS BROWN ON SKEET 4, (a) URN. CLEVWKE "" TOP OR BOTTOM CODE OF NI MNOOW SLICE1Q OF JAY 3•P xDa FOR �j SrWI, BE 24-. (C) FAST OR L}ZT RUDE COMM OUT FROM STMtIEAS AT ENDS MAY BE W MNDC BUOE 1 (0) W MNDOW BADE ©Mt15F BE USED ALTUBUTE TO A SOLID W BIME tO n**vc.NOUT sNUmon MOM (E) CEp(ERNATES SMP1L N,WATS BE INSTOLED A ENT TO A SOLID W RE AT OTHER SIDE OF MOM. (F) PaYUABO M W ,NI l�5l41L BE MINUFN SO T LADS FAa NIE MIERIOR OF ME OPEN NG OR PROTr... W.NW W F� WST BE 0" INSTN1ID Me LOCKED U G A SLTIINC TDON, PRONTEM BY AS4. INC. G STE NIeNGR SPKYNG Sfr1E = FOR WSL4LADONS INTO WOOD FRAME BWLOWGS ON S 15, AS LURES) BY SPAN AND DEI LOAD (SEE NOTES I & t ASOM. ). ESE ANCNOR SPACING SCNEOULE MR WiNLUCTI W10 POURED CONeRETE OR CONCRETE BLEDK TWL ON ENJOYS 12 & 13 AS UUTED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & S ADM. R. - MUM StPWRON TO GLASS SCHEDULL PER A51M E-INS, mo SONS WNWM SEPARATION to p S 1 1NRU 3 I- 6,25 1\1r �rG y�G I:I1iSF'••, 195'- * - spy " ••' F �' ?�•' Cen1e1P''�'� 02017 14.1Ee0, INC. L o , . nLLIT TESTING &ENGINEERING COMPANY mu.. Aa, SL. W<. fiw.1.RCM. C�AOSNc noaw M" Flgn<:;SoS)eTl-IS]O. F..; pDS�>I_RSt g Trg�°'�^ WKiFA A TULI 1. RE NORDA PR. 14116T ASSA � � American Shutter Sys}eTn3 Association, InD• 426E Westroods Drive West Palm Beach, FL 33407 ®2017 EiSTERN METAL SUPPLY. INC VM BE AteS Accordion Shutter System )tv. D(ecE gt w/ OR w/o t(.v. W1DDav aaDE r, N mswnnal wtE DRA»N 6c Ea 1 OLD IS-OB5 /9T(r wID W/R7/1] 'a. s5'/Q�•�a, - ' P C CCAI /v .INC M" G DRAWING No 17-107 5 4 r tHC« ISE ,0 C. OT 0 G'OG/ 0 NW. SEPNUMtY 3 is w EMISTWO CI.AS$•-y iG GV55 —_(SEE SCHEDULE) n 0'. Mn'aC:A s r! EgmNC rISU: f av, sTar. Truce cNANxu.. SAs /JPEICA9EE �L�M�A�ONS AND CONOITIO�O�CF DI BF�p (���AnF A ORDIOMSI�� �M IN�AIL��ON TO M�����DHAI I SIN�ALLa�ON TO MM Sn DHAI I S L MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO 2. MAX. SHUTTER SPAN: 84- 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED r A METRICAL LAYOUT, USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. Ef BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE D a 6' O.C. rt4 O - -ZE-MNNG CUSS v - - 43b 43c 1 rSYMMEYRYCAL ' I� CENTERMATES W/ , ... r .EXTERIOR ACCESS SIOF �� .. 1"2- HVA (6-Min;) n °I°n 1 N.J 1L 1I-I2000' Nm.� ni itsNOMINAL/�, ALUMINUMALVMIA _ LEEVELV� ALUMINUM SLED E 6063-75 ALLOY SEPARATION TO GLASS SCH DU i- q 3.aoo• WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4' 1/2' uAX, SIACK a 4X tFNCTM + 1' 43 T A"b-20X " BOLT MUST PENETRATE 373'y u .250' I- Osw n T__ 7/4'0-20 THREADS 43 1�4"0 CO NSTRUMON PRODUCTS FAB— 0K Mn COMPONENTS Sale 3/8•. 1- 'I'i 0035• Ifi1Ge Wn. .FEEL TRACK CHnN!'EL, RP➢E /0 M'n. C-60 WENED TO STOOS 2• TEK SCAM ON rtEFroR FrCE LOC.kTeO AT Q I Hu nFsnER/slu a+Ds VIEW Y SIDE CONNECTION TO TRACK �LR M TI -� l Q 0201) TILiECO, IM, IL� TILLIT TESTING & ENGINEERING COMPANY su.:x, xrxA u»so", nww J" P6ma : (ass76)1-1sm , Fm : (soslen-1>]I -mmr; Li¶tte0eol.ecm Ee-6Wans WALYLN A T41r 11 P.F. Io. 1 44167 AL.S.&A American Shutter Systems Assaolatlan, Ina. 4268 Westr, ds Drive West Polm Beach, FL 33407 a2017 EASTERN NEtAI SUPPLY, INC. ra wrre Accordion Shutter System RV. MADE #1 W/ Ut W/O H.V. WNDOW BADE . N MCUM N 6Wrt eF 1 OLD 15-00 /2)/I Mtntow 7 wTe, o7/R)/n Nk s pe�S.RORfDP:G�.r �L�..... .(,N P F. SfX!`.WYMNT}1RP')neT: 2 s DRAWING No ' 7-107' _.._— A ,