Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONOSN�MSWPTROSE�I.NaV���ACTNH"�KLOWC"(PHEUD-M)�ME SSONEBERITHED M COMPLIANCE IN ACCORDANCE MIR ME 2GI7 (OW EDITION) OF ME FLORIDA DMIGN WHO LOADS SHAU. BE AS PCs SECTOR 1620 OF ME ASI MENTIONED MOE, FOR A WIG WND SPEED REOURED By THE JMO=ON MBE WU BE INSIALUED WN A DIRECTIORALITY FACTOR K4-0.05. LsTa; MCC 7- to AND SHAU. NOT ENCECD ME JMGUMUM (&S D-) DESIGN FRIESSLOOE RATINGS INDICAIED OR SHEETS I I THRU 15. 19 t 20. IN ORDER To 11111" THE ABOVE MNOWN, ULTIMATE MICH MID LOADS DETIMMINED PCs ASCE 7-10 � BE AM REDUCED TO &S.D. DESIGN ININD LORIS BY MMI THEM BY 0.6 IN ORDERTO COMPARE THESE W1 W. (kS.D) DIESPON PRESSURE RATINGS INDIaqEG ON Vi 11 MR, Is, 12 & Co. IN ORDER TO %1l!MFY THAT COMPONENTS AND ANCHORS ON THIS PXDI AS TOM][). ME NOT � STRESSED. A 33 % IMWE IN AULCBI�ASLE STRESS FOR MR, 110I WAS HIM USED IN THEIR �11S% HI A MUD DIURADON FACTOR Caml.60 WAS USED FOR VERIFICATION OF FASTENERS IN NOW. DERW H-V- ACCORDION � SYSTEWS ADEGI MR MD AND WOE MtSSLE IMPACT LOAD HAS BEEN VETRED IN ACCORDANCE MIN SECTCH, 1609.1.2 OF THE ABOI UEMTONEG WOE � FOR AX REPORCS: -HV BLADE 0 JOI 10715,01-03, 110011-01-0a. 11214bl-05. 1017.02-06, JOGI AND 10210.01-1? AS PER T&S-201, TAS-202 AND TAS-203 PROTOCOLS AND Anu E-1885 AND E-1996 STANDARDS (MISSILE LEM D, RING ZOICI 1, 2 1 1) & J1220XI-10 AS Fiat TAS 01. 203 & 203 PROTOCCIS LARGE MISSILE. -W MMW BLADE 8 10MIZI-03 AS PCs ASOM E-1886 AND E-1996 (MISSILE UEvEL D, "a ZONES 1. 2, 3) WK PROTECIROM ONLY AND 1 0725.01-08 AS PER TAS 2u PROTOCOL 2. W BLADE () AND W MNI BLADE a AGE EMNGGNO TO `V0BR IN UI NIM EACH OTHER UNDER ME GENERAL LUATMONS AND CONDITIONS OF USE BROCADED ON S,,,I, a 3, BERTM N.V. ACCORDION RINS GIV S" USED AT SLADIBS KNUCKLE AND MR DIRECT MOM �NEW% To TBAc,C, SHALL BE 0102,75* AND #14XI.75* REVECTINELY. 410-W MINIMUM MES VAUNLESS MEL SCHUM NIM IM.0 W OLD STRENVIM AND "a �' BON"U" MSNWL PHS SHALL BE C%TM M BETCHM W BACROSHOLD COMING MEN AS MANUFACTURM W �PRMD C`AWi VARGATONSS RROUSBRED M ANI SHUTTER ME" ASS�TRIN- PINS MUST BEAR ME HY MMUCING ON THOR READ. 4. AU. AUJIMUM EXTRUSIONS SHALL, Be ALUMINUM ALLIG, AND ,pM AS INDICATED ON SIKEETS 2 AND 3. MINIMUM DELD STRENGTH FOR 00-TG ALLOY IS 30.0 W ANO 3,,7 al MR GOOS-75 ALUCIT'. 5. ALI. SCRW TO BE STAINLESS MEL M4 ON 318 APSI SERIES OR COMOSIGN RESISTANT COATED CARBON SME1. AS PEI? GIN Mig MIN $0 AR MIN, YIELD STRENGTH AND 90 tat Mw. TENB;I MEH:ML AND SHAL1- COWLY e/ FLORIDA BUILDING WIDE SEc,,M 2411,,,4. 11� BOLTS TO BE ASTM A-307 MMANIZED MEL. OR ANSI 304 OR 316 SENUES SONUHLESS STEEL MH 25 W MINIMUM VELD STRENGTH. 7. SEE THE FOULCAYING SHEMS FOR ANCHOR SPECIFICATIONSI W BLADE (D 12.M14.13 AND 20 W BLADE 0 0 MIRRING W UNISON: IZ 13 & 15 THUS BERTHA KV. ACCORDION MUTTER MEN OEMS A U.S. PATENT 116-779.582. COMPONENTS OF THIS OPIUYVA. ME COMEO' N "BLE OR IN PART W U,� PATENT 05-458,179 ISSUM 10 EASTERN METAL SUPPLY. BIG. 9. a SHAU. DO THE RMONSWILITY OF ME CONTACTOR M Vuo� THE SCRINGRIM OF THE STRUCTURE MIKE SHUTTER IS M BE ATDCHOD M WSuRE ROPER MCW,,,, CMAcTCR To SI ALL SHURITER COMPONENT EDGES MICH REMAK THRU FASTENING IN CONDINUOUS CONTACT M, ME pUUING V p� WND/,,N INTRUSION. "L EACH UNIT MUST DEAN PEFMAAENT LABEL IN A MSIOLE PLACE MH ItAITNING NOM DURING PERMITS OF HURRICANE WARNINGS HOME CWHER. MOUNT, OR CMERCS, MUST PMKKY CLOSE ALL, W AND No AND EN� OR LOOK ALL W AND NO Local. It- SHUTTER MAAUFACTUREIFS WEL SHALL, NO LOCATED ON A READILY MSII LOCATION AT ACCORDION SHUTTER IN ACCORDANCE MH SECTICH 170.9.3 OF FLORIDA SMUDING COOE. ONE LABEL SMALL SE PLACED MR � WITING. LABI TO COMPLY RUTH SECTOR 1700.9.2 OF WE FLORMA BUILDING OWL 12. IMBATHA N.V. ACCORDION SHUTTER MCU*S INSTALLATION SHAUL COMMY MIN SPIGS INDICATED IN THIS DRAMG PLUS ANY III AND ZCI REGULATIONS FROVIDED BY DIE JUKSTUI ,ENE PERNAT Is OPILLED To. 13, (4) THIS P.E.D. MWARM BY THIS MCI 5 GMMC AND GOES NO PROADE INFORMATION FOR A SITE SPECIFIC PROI L.. MORE THS SIR, CM,,,,S O"M FROM We p.,c (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTIC, PURCHASE AND INSTALLATION INGUUMG LIFE of THIS piWI W,D ON THIS pIED.. PROADED HE/SHC DOES NaT DI MOM THE CONDITIONS DETAILED ON DIS MCI CONSTRUCTION SARM AT STE IS ME RESPONSIBILITY. (C) THIS REM HILI. BE CONSIDERE) DIAUD IF ALTERM W W MEANS. P9SPECIFIC PRWECPS SHAM. BE PRCAARM ITY A FLORIDA RZOSTREIRED ENGINEER OR ARCHRECt MICH "U- BECOME ME ENI of RECORD (C.O.R.) MR 011BLIC AR THE PROPER USE OF ME P.E.O. MMNM OF RECORD, AGING AS A 1=QMC) ENGINEER To ME P.C, ENGINEER SHALL ,,Uff To WS THE PROURECT MID wo WILL BE RNEN. LAM ME SITE SPECIFIC ORANINKS FOR (I) ORIGINAL P40. SHALL BEAR THE DATE AND ORIGINA. SEAL. MID SIGNATURE OF ME SCANNED BY St. Lucie County MI DIF RECORD THAT FREPARM ff. 31 1 W017 TI No. zMO�L=EC -0, m �c TILLff TESTING & INGINEE RING COMPANY M, N.A. 3A, St. a., M% MCNA CORENS, no"RA M FI (301871-im 1 F.. : (MOM11-1.1 I fil -I- H M41 1901,04 CE14EM NOTES SHEET I SYSTELI COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 "M SHUTTER ASSEMBLY 38-44 SHEET 4 Yy PICAL MOM BLADE & WINDOW DUAL AREA 21 W BLADE (D AND HV WINDOW FILADF A fWHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRIEFIC/SLOCK SHEET 6 INSTALLATION DETAILS G-M, CoNCRrrE/gLOCK SHEET 7 CENTIERMATE DETAILS W SHEET a CENTERMATE ALTERNATING DETAILS W SHEI 9 END CONNECTION DETAILS 1-6, WNCnM/SLCCX SHEET 10 MAXII SPAN TABLES WEI It MCfiOR SCHEDULE- CONGREIS & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SMEDUI.E- CONCRETE & SLOCK SHEET 14 ANCHOR SCHEDI WOCID SHEET 15 INSTALLATON DETAILS M-R. WOOD SHEET 16 INSIALUVON DETAILS S-X. WOW SHEET 17 MID CONNECTION DETAILS 7-12 & X, WOOD $NEU is AREA 3: W WINDOW RIADE Q ONLY SHEET 19 TYPICAL SHUTTER ELEVATION AREA 4* W WINDGW RLAnr niONI INWALLADON DETAA.S. META. MID WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO "' U To OBTAIN PERMITS IN THE STATE OF FLORIDA I !E SYTATE �OFORIDA AmSwS.A. ArnstrIcan Shutter Systems Assoclatlon, Inc. 4268 Westroods Dri,,e West Palm Beach, FL 33407 Accordion Shutter System 9-VE #1 W OR W/O RV- WI ELAE No UNDER US PATENT # 5458179 or USE OF BLAQE4;�-ON STREET 19 ELOOR TRACK OUALUIED_FOR t�SE W1 HV '9 r 0, q9; 686 C HY rXILING HEADER QFIED FOR USE W1 HV GLADE I ONLY, SEE SECTIONS FOR VAUAP 6063-T6 ALLOY AND TEMPER I " I I- �082- (f� 51DE ANGLE QUALIFIED FOR_qSE wl Hv Ak. k 4,999- q��UNIYERSAL FLOATFR QUALIFIED FOR USE W/ W BLADE (D 6005-TS ALLOY AND TEMPER ,:� M!" QUALIFIED OR US,�LW,� HV BLADE ONL' 6061-T6 A AND TEMPEIP ALUMINUM ANGLES QUALIFIED TO USE W1 "V 'o I ONLY. 6063 31 AND TEMPER QUALIFIED FOR _AUAIE WfHV BLADE I 6063-T6 ALLOY TEMPER - (A)HY WALK —OVER TRACK WAL11111) tOR U E Wj W 0 DE T LA 1 6063-T6 AUDY A 0 TEMPER 2' S* IMUL 1/8' 1/6- 2.5* 2' 0.131- @BY g(r/lacr sTARTER OUAUnE0 R USE W1 My BLADE a 6DG3-T6 ALLOY AND TEMPER 2 Sa4l =!?�d �2 '020 y Q'UALIFIED �P02 USE �WIV BLADEMONLY. HY- RAINGUARD OUAURED FOR UJE W/ HV 6063-T , I % TEMPER. 'll " v ".— " -, 4e4� , 0201V MTECO. vl� 02017 EASTERN META. SUPPLY, INC. ............ ge e'%.:p- BE A T, 3:11-0 �--Ec-o, �-- A.S.S.A. Accordion Shutter System Amarlean Shuffer Sysfams RV. BADE #1 CMR Kv. WHM MADE TILUT TESTING & ENGINEERING COMPANY DAW (SUM W. I-C. p ATE OF 0. , % M.. Sa� ft. � (305)VI-1530 . F� � C30387'-"' Association 4 OR Om. 268 Westro. OLD Y5-085 1 RAM- 07/27 17 . I I P7127 I GRAYING No 17-107 IT . ........... \V '70 19-000117.0 W-St Pai- Beoch. FL 334 4 10, it, Oj LOCKER FOR -1- LOCK CENTERmATE QUALIFIED FOR USE W1 W EILADE(DONLY 6063-76 ALLOY AND TEMPER 4 HD CENTERMAT )MI tjoe�&CW ROD 6063-TS ALLOY AND TEMPER (g LOCKINO 11013,�ns QUALIFIED FOR USE W1 W ELADE0 6063-TS ALLOY AND TEMPER .F—"T" L90 GENTgRMATF QUALIFIED FOR Ub� Vy W OLADEQ)ONLY 6063-T6 ALLOY AND TEMPER @ 6063-Tfi M. J.139, 645". 3.161 aj__._LO 0 L§p , 4 6 n W BLADE I & (9 QUALIFIED FOR USE 'YND .063-T6 Auor *1/2- C11/4-. 20 AISI 30 501ES S.S. THUMRSCjEWq OUAUFIED FOR USE V41 SLADE Q) Owl? nurao, INC. /T LIE C 0 71WT TESTING & ENGINEERING COMPANY noscrA. jj� 0 OUA-I 0 R 4E B LZEE (BD& ONLY. 518' BEFORE FaVETING 1,4"9-20 RIVNUTO 12m-n XLO LARGIC 5". AS "WrAcnRu, Do. "Te JVOS� ons, NATIVE LOCK '0a) USE %V/ HV )E ONLY. OA75. OK 1 .12W Mow. @ NO LOCK W REGENT W�APE MORTISE LOCQi SERIES 23M HOOK BOLT Lac� QUALIFIED FOR USE IT/ W BLADE(D& 0 AwS.S.A. Amerfcan Shutter Sysfenne Asocclation. Inc. 4268 Westroads Drl" West Palm Beach. FL 33407 Accordion Shui KV. BLADE #1 W1 OR W10 KV. Wc. AING No 7-107 SHUTTER ASSEMBLY SCHEDULE FOR —�i�v � (D W BLADE 1 @ W BLADE IA @ HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING MV NYLON KAT WASHER W WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL 0-188'0 AJSI 302 SERIES S.S� RIVETS @ HV 1 3/4- ACCORDION PIN W/ #8 HEAD @ Iff 2 3/4' ACCORDION PIN W/ #8 HEAD @ POLYCARSONATE IMPACT RESISTANT HV WINDOW EXTERIOR I 441 :�,4 4 �'6, ' I OR or @ P c3s L$,fWE,NOTE FOR F EMENTS) (D OR OUIRENFNTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W1 HVCL) OR E HV IQ BLADE M ;.gl= SHUTTER ASSFMB (2) HV PIN MAY BE USED IN UEU OF 19 AND ONLY AT HV PIN 0 Esp AT .0.324' KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HVT IOR IS BLADE WHEN CORRESPONDING TO INSTALLATION 'it", SHEET 7. (SEE NOTE - FOR "I f REQUIREMENTS) (3) HV PIN 0 OR 0 W/ 1/2" O.D, 1/ 16" THICK S.S. WASHER rg� . SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, LaA SHEET @ 111 C2017 VUEas M. /7—i--LFE C -0, N c. TILUT TESTING & ENGINEERING COMPANY 05% R.. ree, M.. ss, 30L v:� � " F. , OR,5071-w' W&TOR 4 � J, P� I'LOREA, U� 144167 EXTERIOR 62V POLYCARBONATE SOURCES FOR as� I'slasue, ac,, `s� Web assacs, ISAa ss,�� I.w Dacs, sca sas DIM 1.7 Ws 'S's am, 1� ass "NSM Ss 0.1 I.L C&SC) .1 AmSmSmAss American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 sv�017 ENSFERPI MET& SUPPLY, INC. BENTRA—MT, Accordion Shutter Systei BLADE #1 W/ OR W10 RV. WINDOW BEAM W 'M LC US 77217Ei 1 O�j/27- 1 � DRAWING No 17-11607 Mir (,-Fo,-., n TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. im OF CORNER CENTERMATE HE IN BE USED AT 1/2 OF SHUTTER SPAN F . OF S=RN kF&SIMPNIS UP 70 105'. AND FOR INSTTION MAY BE USED AS AN INSIDE OR CUTVDE LOCK, ATTACHED TO DO x 1/2" LONG FLAT HEAD S.S- M-S- LOCATION OF LOCK SHM.L. BE AS AT STACKING MKMANCL OR FORT SECURITY PURPOSES, UP 0 )MIGE LOCK- CONNECTION OF LOCKS TO CETINER wo SHUTTER MM.N. I RE NOT REQUIRED A URRICANE POITION, 13UT MAY NCE. LOOKING RODSTd GO AN ALTERNATIVE DEVICE HCANE POSITION). mm(ALL BE USED WENVUZMA�� U UTSB, OR TSIDE OR INSIDE ZSPAN S. MS. TWO LOCKING iibm -,"mCAL SHUTTER ELEVATION. CHOULES'SHOWN ON SHEET 12. S. MMONIORY CONDITION 03 MR . ONE W LOCK 0 or C at @ SHALL BE USED AT 1/2 OF SHUTRUI VAN ANY VAR OR Izr' ASCMVE OR 8 1 Of SHUTTER SPAR FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT MY ELEVATION. W LOCK 6 or or WMAX BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACKED TO el or @ SYMMETRICAL CENTERwATES W/ (2) 1/4a-20 x 1/2' LONG FLAT HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EUNATION. USE OF LOCKING RODS 0 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MDATOft WINGNUT MIMUM ON HD LOC 5 rEHIEBMAI S. Ini MAYBE No IN LIEU or HV WGR5 q5 OR 0 FOR Ahrf SPAN AND INSTALLAK,Hs AT ANT CUE�AIION- ALTERNATE No i5= (9 MAY BE USED AS AN INSIDE OR OUTSID ATNFORMENT INSERT AmkCKMENT Of He LOCK 'g, Is Q IS Wl 3 #a . 3/W F.H. S.S.M.S.. Me INCLUIRS AS SHOWN ON SECDCHS HDB- AND OC-�- SHEET 10, INK My BE INSTALLED AT MINPAN OR 12* MMUM SELOY0 OR ABOVE MIDSPATL USE OF LOCKING RON 0 a WMALETELY OFTONAL. ............ . . /- 020,7 Twaco. PC. 02017 EASTERN METAL SUPPLY. INC. BER L 7:1:—: rE C �—O, n a. AsSaSmAm Accordion Shutter System American Kv. #1 CMR KY. WINDOW BADE 4 TILLIT TESTING & ENGINEERING COMPANY R.. R. 3wo. Shutter Systems Association, Inc. kv. N MCII DATE MAR ft. Uo� OLD i5�085 -M-X-,-0-7j2-7/-17 'Usse, 4268 Westroads DfIva il ....... M-000.719 West Palm Bea, 07 1h FL 334 DRAWING No W&TER � "" �. PIL 17-107 P.E. SFkjSI URE/DATE FIGROA Uk� f 44167 CONCREVE p REQUIRED REQUIRED 13) 1/4-0-20.3/4' 15. CONCRETE mciom UACHINE SCRIENS CONCRETE MMORS SCHEOU11 ON SH 13) oxf Ux;NNI Man 7) 1. (SEE W/ 1/4--20 ;VCHEOULE ON SH 13) NIRS 0 12, 01 2NIN14 114*.-2 3 4" S�S. ED to �N&Stdm ED 01 ;12- 7- USJNG 1/4 -20 Has 12' D.C. E. a.- 250' M... --7 5 .2 onowl. OUNION01 IT L SUMS Day Is I I OR TO GI.Ass aN,ts(D. WN, SEPARAPON TO Ct.Ass SCKOUIUE ON SNI 11 '(SEE SCI ON SHEET I I)- I me I GLASS-4 I I @ HY WALL HEADER INSTALLATION (9) IN —WALL HEADER INSMLLA119H + KEYSTONE ONG JAN. scp�wu TO CIASS; L MRE I OR UN SEPAR`kTION To G�s kSEE 'SWECKRE "WOUG (SEE sis"I oN SNxEi 11) duiss-1 I ON SHEET I ly- St. Minutia Cncn� OP ii� E. 7 @ OR 1.3 OR 12 1/4-0-20;3U/SAS S.S. PsUUpS ED ED HEND I. MACHINE SCREWS USING 1/4'-20 NUTS 0 12' D.C. 1/4�0-200/4- S.S. PHII11PS CONCREINE MCHORS TRUSS HM MICHINE SCREWS (SEE SCHI ON CONCREVE (SEE sciEGRAE ON IN, 04 W1 1/4�20 NUTS 0 12- Go, PE)URE0 slim 13) >;ETE ELOCK GUI HY WALL SILL INSTALLATION ANCH AS (SEE SCHEDULE 00 ON CON RDGWRED 14) CENE OHM WALL SILL INSTALLATION ,P�015IRED , C 2 ONCR BLOC W� REQUIRED HV WALL SILL INSTALLATION R CoNARMYGNI OF MCNIGNS, SHEAT 4 FOR MM SHUYIERR INSTALLATION DETAILS W/ y f= SOCi M BE CQUMNED 0 SITE w6mas OF USE MR am ON SKEET 19 HV BLADE MY TO SUM NV qaa�Ano, M FLORIDA BUILDII G CODECRon Hiqh Velocity Hurricane Zone 1% 02D17 TsMECO, No. 02017 WnERN NEEA SlIPPLY, INC, 4 MEL�—TE—co -,. �- A.S.S.A. BERTHA WTI, Accordion Shutter System American Kv. mADE#j wl OR w, Kv. WINDOW, Gum TILUT TESTING & ENGINEERING COMPANY Shuffer Systems Association, Inc. S". NJ ancirnig, I -tn Gem" q,, ". 3116, 1 1 -035 711 07/2 MM 0'/' 7/17 (330871-1m. N, Das)871-1331 4268 WI Dri�e 2 1 I .-�: West Palm Beach. FL 3-- s DRAWING No 1.'r MTUR & SUIR 1. P.E. 4 17-107 CrM NORGA 111 141,167 9 _ mum MCRETC ANCHORS ;KRENE (SEE 5CIiEDUUE ON SHEET 13) I UN� 1 1 OR EDGE: w 0 r r lo IDULAIN a 010.3/4* "EX WASKR HW = SCAM a 12" BIG. CONCRETE ANNORS (SEE WHEDUIJE WE Or If ON SUET 13) 0 EO� EDGE OF me or sw F SUNI If JUM OF App OPUBLE 'a �Ga SLMS IF RED POURED. M U,Ieo. 1 0 MURE0 C RIDE CONCME "T HEAD CONCINVIE AMCNORS (SEE SCIIEDeLE BN SHEET 14) CONCRETE R RED "T "M concem �Ms REOWRED REQUIRED -E E. D.- (SEE SCUDIAUE ON SHUT 14) UP 0 HV CE] ING IN @ BY ELQQR INSTALLATION t V WALK -OVER AONRLYFLCORP .� e P 70 +70, -75 PSF XS D INSTALLATION DESIGN PRESSURE RATING FOR SPANS Pjj- TALLATION WHEDUILE 13. SHEEr I I CONCREM ANCHORS EUTIVO a m_7 �r T49=1 151140 IE*SrN0 /.V v BUIDEIr ON G I GLASS GLASS CJ`SS_" WINOUCY OR 114� 114. M. WAS�R 1/2- HW IN SCUOVK1 MAIL 01493/4' HD HEAD 11 11- a t2l ac� Ila( '-C z CONCRETE t OR 1/4-�20 W/ Nuff `U`C (SEE SCHEDULE ON 1 9 .(7-) 0 S us Ile.-= VIS SHM 14) 012-0.1 wtub T/2' YUSUM NOR S1RLCcLM J-117 IONCEOF &R@ E.D. W" Ree ("MUM 7)S', 7/a Sw Ir "Pumu: jIU!/4'FH' 5 IL& MIN. Ll= D, CONCRETE ANCROU; POURED CORIC (Sa: sceow ON CON""M 91 VCHE 13(bi ON "CET 1, OURM a BE X NOW 13(b) CONCIR REOURED OR OCK V�CET 14) REQUIRED CONCRETE OR CONCRETE EVOCK 0`1 SHEET I Fralm-i MUD CONCRETE-/ JK) V-SL LL FLOOR INSTALLATION REOURED KMrAV��G INSTALLATION HYLVALL WALK -OVER INSTALLATION NOM FOR COARYNAM C G. EDGE DISTANCE IS UISTA"noN S� BE REMOVAM UNEM PEWORULD I- SME SHECT A MR MiC& VUmaq (SEE SPECInGWIGNS ON �U 13) "�IENT TO AN OPEFU&E em SEE Me AIRRIS OF USE MR ASSINMY 2- MOIDITING SECTORS M BE COMBINED — OR fM%NCE 8 A ON SHEET is INSTALLATION DETAILS W / (1) HV BLADE ANY WAY M SUIT ANY INSTAUADON. A, .... I ..... ___ FRORIDA BUILD! CODE (N on High Velocity Hurricane Zone N 0"V:..' "I C2017 Tvws' INC. — WZU17 �N Ml SUPPLY. INC. fTIL_FEC0,.-,\ A.S Accordion Shutter System MS.& American Shutter Systems Kv. aADE #1 W/ OR W/0 KV. WINDOW BEAM % PLUT TESTING & ENGINEERING COMPANY A— wisoas W/27) Ar 01 L 0 N ..-� % M, 1 "N' I. .. � � Association, Inc. 11 OLD 15-065 0, ,/17 ....... ." .1; 005)071115m. Jr..: ._�: vl�.�M 4268 Westro.d. -We West Palm Beach, FL 3,1- ""." -XXER X MUT 41 RE. JORAWING 17- 13 r cr�. m.� If 44167 SEE END WALL CONNEC wx sotTt; ON usIRuRo ro—u—T] IN jN5JAILLATIONS W/ (-i) HV .0 &TIONIM � LOCK 0 as s,m " *w RJOE UACR WAX W Is VVO FOR QU. FELEiar"?� �70` BLADE W/ HV Q NTERMATES asarst"M Ion,uavou RuNi quaE0 9j , 22 OR (2 10 ID-0-0- A�= WALL cnN ECTION @10 EXISTING GIASS S ON SHEE @- @-@I - - - - - - - - - - - - - - - - - - - - - - C -- - - - - - - - - - - - - - - - - - - - (600 2. '.1 '..W-2 31/4- 1/2* -Ta MIGI 4 1, N 1/2- WI M) LENTERMATES plwyfSIMI 0 12' MI PARMION C. FUU. LENONT. AT r ( 0 E, 3. FIN 3 3 - — - — - - — - - — - 51/ 1/2' 5 IT 2- F0 7UT @ HVA _HVI3 HVC OUR on a C�s M BUDICK W� - ------ — ----- EQ '[7onso 1: S 6-.7 6 -1� - - - - 11 1 MIN. SEPARAMIN - - - - - - - - I C�S CENTERMATES TO GI r.� I. @- @ 4� Oprla� ME SCI MIK SLIION IINTEMOR) ON sNM 11) f TO F @ A —1 N7 O�ORIL 4� ON sNw 11) (INTERIOR) FOUT] ----------- ------- --------- L - — - — - I -- �.N.R� - — - — - — - - - — - - �,.On a 4 HVQ Fo-uf (EXTERIOR) HVE HVF** FLORIDA BUILD! G CODE Mon High Velocity Hurricane Zone 0017 YLTEM, Me. 02017 EASTERN METjN_ SUPPLY. INC. 'A 'v e.."%NZ Eft, iL ZITWI-FE- Als Acco L—co , M. A.S.S irdion Shutter System KV MADE #1 W/ OR W/b RV. WNEW GIADE American Shutter Systems lu. 4 TILLIT TESTING & ENGINEERING COMPANY N Lt. M's.. &nIx M. SRI M Association. bric, -0 MIN 15-OM /27/t; Ne 01/27/17 ............ fto� 1 (305NI r"; 4268 Westroods Dr (s .-�Ji West Pola� Beach, FL -,70NALE'N M-0006710 3 33407 — DRAWING No W&IM A � JL RE, A — 17-107 P.E. S6Z7S'l'G'NATURE/DATE ls� — SHEET ;kvA1 E�E -IN n ------------------------------------ ' K P�Hj w" -TjNSIOE) -------- Mr-4� 2 @—/ 3 OUT] 2 IW�4" 0-20 4 1 1/2 S,M:S. OHV -T- LOCK (OUTSIDE) 7/8'0 . 3/32' WINGNUT. LIM, IN �YAILVVM 0"27 V=0, WC. /1-L rE C —0, no. TIWT TESTING A: ENGINEERING COMPANY � U. � 30. � � � , A (3053871-1"0 . F. : Rh AmSmS.A. American Shutter Systems Association, Inc. 4268 Wastroods D6ve West Palm Beach. FIL 33407 I'll v Ts Accordion Shutter System Ky. B-40E #1 W/ OR WAO RV. WINDOW BLADE No 107 POURED COMCRETC OR PoUREET, ccI POURED CONCRETE CRETE BLOCK WALL I CGI OR CONCRETE OR CONCRETE --�OIJRED CONCRETE REQU RED BLOCK WALL REQUIRED MOCK WALL REOURCO OR CONCRETE /-"WNG GLASS 77� No 0 16* Mc. F - -1 . CLASS CONCRETE ANCHOR ZUG GLASS EXISTING GLASS > 2' MIN.. UK SEPARATION! WIN MIN to aLiss (am ED ED, ON 941all To Gum (SEE II Eas ouRDEO)" in oAss (SEE MILL ON smoff 1/16W ONSAWHIM SCHOLVILE TO GAGS (so: (D" (6063- T� (D&G) SCHEDULE ON SHEET FgJESAT ON 19 MIR CLOSER ON 19 it FOR QuOI GE A -A 1 2' %LY 0&0 PLATE. (LocAn 1/2' GAMES & 6) ON SHUT Is MR AT EITHER SIC9 Mv If sugiuso&a '/2- MIN. OF& 4 USE I' OR 2' MCI. S.M.. S.M-S, (AS 2' v1/9'0 0 Is" OLD. 0 IV GO. AULAWMAI CUP ZGI�T' (063-TS ALLOY) AT MID10% 4 % 110.1/2' S.M.S. TO@& r-,\ 2)1/4*0 TAIPCONS ANCHORS To SEE O"IDANIN" I OR (W WALL AT V O.C. (LOWE AT OR I OR ((r SEE DUAL X MR I OR SIDI 11 If h ON" SIDE OF@) SIDE CONNECTION TO ITACKS SEE DETAIL X TO . . . . I . . .0- . . - I.. I SIDE CONNK To TO ECDON A TO MCKS 0 @-0 02 -@-0.0- 3:61-6-8: (b7-@ , 0 &0-0-0- . 1 6 .0 - &10-0-6- @. .03311 @.@-@. 0 END —CONNECTION DMI I 1HP—MOMNO'DETAIL 2 DETAIL (3) 0 219N OETAI I@ OIC111 11, REOUIRED My FOR SPAUS GREATER THAN 12--09 CONCRETE BI 01 1, BY NO REWIRED I GLIS M sNARLroU 1100/2� SUL$" III To Goes (� IND a 16' oc. To, Y < �L - ------ CONCRETE 1/2' MW. ON SHEET I ANCHOR a 011 -------- 'CONCRETE 11 ANCHOR CuorI 09 12' M wig @OR@OR(qOR@ 16' ED FLUXES IDA, ----- - OR(D 1 2 MIN. I --I uw. r 77� 6 oR(@OR(3OR 2 2- MIN;/ r E ran 5 OR& @aR@cR(qoR0oR(D VIEW POURED I OR & .6.0. .@. ELAN DETAIL X CONCRETE MOCK WALL @ 'EOJIREO .@.@1@- 0- END INSTALLATION :0 ' 0-0-0. (D 1 PLAIDE OR 06 HY WINDOW BLADE INTO 0:0 @-@. 5 CQNQRETE OR CONCRETE BLOCK WALL. END CONNECTIO DMIL (g) (1-8 6: . ..0 KIE ION MAN ra'i ..,I C— — — � — .......... � �-% S, i'i I 02017 nunco JAI r c —o, 7717L E FLORIDA BUILD111 A.SmSwA. CODE(Non High Velocity Hurricane Zone 02017 EASTERN METAL. SUPPLY, INC. BE ITHA HVm— Accordion Shutter System p -'4ji;Vwtp ja American Shutter Systems Assoclaflon, Inc. 4268 WesLroods Drive West Palm Beach, FL 33407 Kv. eLcE #, w/ OR w/b KV. YAMM El" TILLIT TESTING & ENGINEERING COMPANY 35N U. $1, M tq,ow see. � 3315 (305)IRI-IsIO . F. .-.0: sIww.Ivx.. EB-Mclo %vVTR A. TLUT J'. P.L MUROk � 0 41167 I". E 14SNOTION CAR DQvMI ft I �. "v a-v= pr(77(14 GI 01/27/17 ',w"0NAL0'5'P' ........ . ...... CCAI /Cf�MATIIIDIM.11 1 �DRAWING No MA)(MUM SHurrER SPAN* 'L+" OR "L-' (ft.) FOR 11.1, L�11 V .1 Kq 'I LOCK (a N1 NO LOCKING ROESSOL, I I ONE9VFI CENTERMAI@ 28@ 29 W/ ONE I I INI NO W)-F" LOCK 30 91PNO LOaNG IS MAXIMUM SHUTTER SPAN* "L+' OR -L-- (ft.) INSTALLATIONS CAt CENTERVATE; ONE HV I OOKS No LOCKING (VAUD FOR MOO .. Re"I" SHEET r I, 7a DOMM, INST411ATIONS; I ITT I, 30 16--o- iev� 35 15 -2' 161-IW 40 14'-2w 150�2m 45 13'--4- 14'-3- 50 IY-r 55 —w- 60 IW-2- 101-11- 65 0-51 -75 �-, - N e i— 11 80�s* INVALLATIGN LEGEND C' IONMCRETEY& WOOD CRY S T S L WALL " I C , Dj D.C. TGJ P M N' MOUNTING F IN L R. S, & FLOOR/CEILING MOUNTING 0. SHH. 1. 11. J T .. U .. W & X & 0 MA)CMUM SHUTTER SPAN -L+- OR -L-- FOR INSTALLATIONS IWO WOOD SHAUL BE UTIONED To 106 psi. X&D. DESIGN PRESSURE RATING. t HV OTIMER GENTORMATE 13 M BE USI ALL MOUNTMG INSTALLATIONS. LOCKING SPECH SR4LL DE AS INDICATED ON MANI 4 02 NOE 05. SHEET S. tt INCEPT THAT ?MMUM SHUTTER SPAN 'L+* OR "L-' AND MAXIMM &S.D. DEsTAG PPESSLITE RATING MR INSTALLATIONS INTO CONCRETE OR CONCEIT SLOOC SHAUL BE MIRED AS FOU� I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +54,72 P.M. AND 8'-0' SPAN. SEE MOUNIMI SHEET 7. SEPARATION TO GLASS SCHEDULF WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V, J) HV BLADE 02017 MUM, INC. Z:T:I:LTE C �-O, N c, TILLIT TESTING & ENGINEERING COWART I, ... 11, � wa� Pw. ; (w5h,71-1530 . F� , (305071-1531 WhTO1 4 Tl� Jr. RE FIC)RAX IA, 1 44167 A.S.S.A. American Shu"er Syslonns Assoclatlon, [no. 4268 Westroods Drive West Palm Beach. Fl- 33407 (1) L+-' MAXIMUIA ALLOWABLE SPAN FOR A ORION POSITIVE &S.D. DESIGN PRESSURE RATING. L-: M� ALLOAABLE SPAN FOR A OM NEGATIVE A.SM, DMGN PRESSURE RATING. (2) PNO=URE TO DETERMINE IMMILIM $PAN FOR WALL MOUNTINGS (TOP/BOUOM) OR FLOORI GI A POSITIVE A.S.D. DESIGN PRESSURE TIVOING, DETERMINE MIMUM SPAN 'L+' MORA SCHEM,, CWEM A NEGATIVE &S.D. DESIGN PRESSURE RATINO, DETERMINE VACMUU SPAN 'I-' FROM SCHEDULE, FINAL MIMUM ALLOWADX SPAN IS EOUAI. TO THE ETORMINED SPAN BETHECI, 'L+- AND 'L-' 2) PROCEDURE TO DETERMINE MIMUM SPAN FOR OMBINATIONS IN BETWEEN %VALL MOUNTINGS W/ rLOOR/COUNC MOUNINGS; FOR A OWEN POSITIVE A.SM, DESIGN PRESSURE rEiR;;INE: LI+. M. SPAN FOR WALL MOUNTING INSTAWTIONS, U+- MAX. SPAN FOR FLOGR/CEIUNG MOUNTING INSTALLATION% MR A GfEN NEGATWE X10+ DESIGN PRESSURE RATING: DETERMINE. Ll— MAR SPAN FOR WALL MOUNTING 1,,,ALLAD,,& U-- �: SPAN FOR P-0011/013UNG MOUNTING INSTALLATIONS. IMAL MA30MUM ALLOWABLE ,A, IS EQUAL TO ME MINIMUM BEMENI 'L'+". 'Lz+". 'Ll-' AND 'L2-* (4) GO TO ANCHOR SCHEDUIC HIM FINAL MaiMUM �AITLE PAN AND NEGATAE &S.D. DESIGN PRESSURE NO TO DETERMINE MA!HMUM AIXHOR Accordion Shut BLADE #1 W OR W/o KV. No 107 WALL IlDkDER: MWMNG 1141-01 10 . . . . ovai-C ww""Mul= MMr"V"w== MMI011" MM 93 MFEEKERM rum= MM ... ==MMW MMMM"Mmm CBS MMMIM MM go MMw""M=M Mw MR CA RM10" "ZM== ff = a MMn"Ung on MMM KIN M KIN an Uj us In Kom HIMMIN M NMI MMMM M MMMM= N MMMMM amm MMMM= MKElM= MMM Im MM= NBC Mm= Him== OHISM M=M I I === as M== 'M MEN I 93 M N=MMM8 "ME ERIC 9 an UAM wTWCON OR TAPCON VATH ADVANCED THREADFORIA TECHNOLOGY ALL POINTS SOLID -SET OLLIE TAP TAPPER+ * SEE ANCHOR SPECSINCATIONS Ild 'EIET 13 4 "S 0 E ffl!E DO Sh& Ie 7.5 7 3 4 a 4 5,5 4 4 - - 6 7.5 44 - 4 3.5 - - Lu nj HV BLADE OR M HV BLADE Inn 0 W BLADE om WORKING IN UNISON * ISIS 1118 0 Egon. === = =Mnw"m== NUNN N KORIDA BUILDING CODE Ton H�gh Velop Hurricane Z( it IATE 02017 anco. UCL Z " �_�iLEc=,- a A.SMS.All American Shuffer Sinrlems Association, Inc. 4268 Westroods Drive Wesk PCIM Reach. FL 33407 MU& WPPLY Mo. _0ERYH_A_HV,_, Accordion Shutter Systei KV. MADE #1 W/ OR W/O KV. WNDOW MADE _Ma - TILLIT TESTING,& ENGINEERING COMPANY 003)371-1514. f. � (=)47I-,s3i .0� Q�w.. fe-oo"1710 WaTOR & vLuT J' P.L MINIM 44167 CITE MM WI Ll I OLD 15-085 DAU. 07/27/1 DRAWING No 17-107 4 5 SHEET 12 OF 20 a i oil, RH m 011123111KI111112111 99 M El"l"M KMAM M M MKA "90 K11111"M mu 1EA031"" 11111113""M M "Mm MMIUM M=EMM min ung"w" mum"HIN MM""EMU"!M= 10 M"Mu"amm. g HIM 91 um EMN MEN MICH MM [Rim M MRS w "MM 00 "EM M' Mom M MM N I! 11:1 at mm gif gun] M m am 121= Ag Mm. Im M "I . ME w M 191111 121 1. tNCHCRS TO SUOSTRIBE SN,tLL BE AS FOLMS: (A) TO DISPHO FIGURED CORCREFTE- N,jM (In . 3 M) - 1/4'0 EkPCON ON WCON thml nVWCEG FNREAGMRM INUTINGLOGY ANOMORS, AS WUI`t0CR1RfO BY I.T.W. BUIWI (Mn. ('c . 3 111 ANCHORS SPACING lEmn TOCOM OR - �/4�1 v 314m AU. POINTS SOUID-SEF �Hffi% A, DWAISM W ,L POINTS S,,W BMT & SpEmly CI (Mtn. PC w 3 In, - /4 0 EWE To OCMCRM �Oss W1 W M MUF`kCWM BY IMolk It4WWORS DIRECT. M, (11n. I'n - 2 k.0 WCON "M ADONnICED I/4V TAPPER. ANCHORS AS MANUFACTURED SY POTIERS FASTEDGING, We., AND DM� BY M, MINT, SMW, SOLT At SPECULTY THREADFORM, XCHNICLOV COMPANY OR Am OTHER OPROM LICENSED OR �� TWOR REG,,,, III, ME SH,,ts SYSTEMS, MSOGO0, 1,IG (Uh,. 1'. - 3 W-) a MEN` :515 u/bUsp MORS: &I) MINIMUM WFUROMENT IMIG MUM CONCRETE W OR TFs," TM, A,,"M R,,,U nMOLCV AWHOR, ANE TUM, MCHORS 5 1 3/4". AND FOR BLUE TO III W MOORS IS I 11r. MINIMUM 0110MIEN't OF 1/4*0 Ir 3/4' AU. POINTS SDUO-VET MONOTE sMILL BE 7/a* we WE POURED CONCRETE HD DRUMMENT INTO STUCCO SIMILL VE PERWITEDI 1/4-0-20 S.S. IMOME SOW USED SJVQJL BE 1 1/2- LUNG WhIMEW SUMM U,,, MET, AND V UIIAUUM FOR nM.LS With No GFUTOO, A3) IN cnsr Wnr PRE:cw wonE. PRECAST Whicuse PMELS. pAtta,, OR , E,,, BE FOUND ON ME COSVIG WALL OR am*. MhatIORS SNA-L 81 LEND ENOUGH TO REICH THE "" STRUCTURE MMD SISD P" MUENCS- MeNOPMUSE SHMI BE AS NO1QM ON NO ITS M2 & AT) MBTFE. MR INSTALLATIONS M MM stat OR WS YTTTI OR IMMOUT MaM. STUDS CONSULT THIS ]ENGINEER. MR ASE'LLAT N INTO DIG TIM MET& MOB SEE SJI 20. (a) TO OUSTING; caNcRETTE BLOCK: (�w C-90) - 1/4-0 TOWN OR TWOON effsl ADhaWCG FWUAGS-- MANUFACTURES BY LT.W. BuUMBER. - 1/4'1 . 3/4' " POINTS SPOI nWHOR$ AS vimnwm BY ALL TOM SCITW. MIT & SPECIALTY OGI - 1/4-0 BLUE TV ONNINME ANCHORS W/ W AS BY RCM, 0M,,, M. - 1/4-0 TAPPCR+ ANCHM IS NM,Pm,,,U BY ,,W, F,,WENI SIM, Me DISTRIBUTES W ALL POINTS cWN' BOLT & PEW,,, COMPANY OR � DMOR WINI LICENSED OR JIUVORIVED MOOR RECOMERED MM ME A,EI SH,,F, SYSTEMS the. Notm. al) MINIMUM EMMUENT 1100 CONCRETE BLOCK OF TAI BLUE TItP W1 COP ARIGNORS Me TVpE,+ MWORS IS 1 1/4- AN, IWPM NITH MUMMOOD THREADFORM PECNNOUGGY, MMM 5 I� BI MINIMUM EMBEDUEATIF OF 1/4"1 It 3/4' ALI. PDhWU GGERI MCMn SHIMUL BE �aY EMBEDDED INTO WE CONCRETE SIMON. W MBMUW IWO STUOOD SJULL W PERVIED. Ile 0-20 M �WE SCREN USES SNAUL BE 1 1/2- LONG MINIMUM ,OUW SWCCO Mg. AND I* MINIMUM MR WMWs NFER No U) IN CASE NOT PFIMW GFOW_ WEsh, MCM, pI pAA,G OR ,,, W,,, BE MN, ON WE OGI WI OR TWOR. ANCHORS et� BE MG ENOUGH TO IEWCH ME NOUN STRUETURE MIND SAD MAIL, FINSIVES. ANCHORME SHILL BE AS NDI� ON NOTED W) & 0.2) ABOVE. MR IMPENUATIONS ON MRa SIOME OR CIM FIRM OR VMHOUT MUAL STUDS CONSULr THIS ENGINCER, FOR INST�ITGN WG EYE nam, MEWL MW Me SNM 2% (C) MICHORS � BE INSTAU110 MLUaaNG " OF ME RecOMMMINUIONS AND OF ME ANCKR'S MMMUFACTURIER. ) SEE SCHEDULE FROM FOR COCE GWEMM (Lal VERSUS WhIQNG RELATIONSHIP FOR ANDHORIS A EDGE DISTANCE MIUS SPACISO jCNQULr FOR ANCHORS- UIUMMUM ANCKOR SPhICINGS ME V;QUD FOR ONE MWET, USOMIED SM,,. FOR C M � WON WE NOCIVED, REDUCE ANCHOR SP�hs OF MULTIFLYING SPACING SHO"N On SOMILRE: M INE'roWDIANG OCTORS. As DUCIED SPItCUO GUNNED USUO FACTOR shw� NOT a I� FUN Mmm,M Spg,g .,,"TED FOR EACH ANCHOR TYPE. I FACTOR ACI EDGE TAPOM WITINI ADVANCED THR&kDFOR—M D SET BLU W/ TAPPER + DOCTANCIE TEC.HNOL.CGY Ul aqw ED. 1/2- /4 1 4' cc Eve Int EG.r M-3 1/2 2 I/V 3' 1.0 - am 1.9 uln� 2 17F - 0.0 2- 0.71 OAS 0.35 GM17 TILITOO, W. I �R ELIC0,.,, TILILIT TESTING & ENGINEERING COMPANY I Ph.. ...a; wIhF,0w.. Ilk ED-0006711 WMTER & T`Wff k. RE. 1ATc FIVRZA Uc, 1 44167 A.I.S.S.A. Amerfeart Shutter Systems Associatlan, Inc. 4268 Westroods Drive West Palm Reach, FIL 33407 KV. RALE #1 W1 OR W/0 KV. AIRING No 17-107 J. X & I. [MCA KXLII IMM Ell IMMMEM MMIERM "ImEsm maMEN Im Egmm"EMIME.x IN rX Blum IUM 9 NMEN E�l M E.. 0 Emu M K A Emu MUSEUM MmmmmMmM MMI I M KEN mom M 1"M EMENIM.NNI90KA El M R 0 glum MMMm am M wam Rx"RREELNK�n us MEN FUN 9111allm NUNN an M1 EEN no"" mmmm (Mallon MENU E311 Kamm "MMMM"= 1111113119.3=0 "EmMu" ""MMMOM RUN "MMMUEE Im EMS M MEN m mom" MM MEEM31111:3111:1111 "M" 1:11111:311M Eum"m M mrsis Hill =LREEIM 1011 101 ="MR MR 111mK.AM MEM11:1111 am mom M MEN axnam" 1:11111:3111MEN MMMwMMMM no11311113111 131 EUMEBUM=uu HIM M 1111 .-- — UNIENF.MMMIM 911"81011IMM Blum MUM on 1013,111 " EENIMMWxl=l=iii Emu cum on ENIMEAKUMmi . MIEIMIM IM MIm glum, Eum MIEN MIMMIM 1111 MIM .HEMENEXNZ== 1111 101111101111 Hu MMMM=E= MCA Imumaixom =1MMmEu omm ummmm NEAMM AM — ox on" ="=MKANN offluxamm WMMM 1:11Mms [M"LAMMM 'No cum"01m1M MIM MMIU [win"10111:11HIM in mmmm 8 . I" NO [OEM IM gom mmm M 1MM =m 112111101 MM U11MMM"1 i I "11311 to IM mg =111 mg UJI1011 1A 10 im WN 8 M 0 OUR EUM I M H H ME MM pmm xm= Sm HHUMMM H MMIM miiiia 0,4145 .......... 02017 MITC0, M TILUT TESTING& ENGINEERING COMPANY 0, "0.". = � couls. � I I"xx`x A Mewt-15110 . Tax : OW)B71-MI .-.v. utxx�',,� 01-0008112 11AIER J, P4 P.E. S RTAPCON OR TAPDON WIN ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP WTAPPEA+ * SEE MICHOR SPECIFICATIONS ON SHEET 13 70. -75 RE 10 HV 13LADE ONLY A.I.S.S.A. Amertcan Shutter Systems Association, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 KV. MADE #1 W/ CR W/O KV. AWNNG No 17-107 Cl) HV LADE OR nl HV BLADE W1 HV WINDOW BLADE WORKIUG IN UNISON'v + t!QIFS ON ANCHORS REQU(ITEMENTS: IVQQD SUBSMTES I- MC40AS TO W" FIADR ON Sale 10000 SOFINT SNOU BE M �. 3 SOMMAn Sfl� EQNSW OF ME MECWM AIKHORS. a UANUFACVRW BY U.N. MUCCI, III UNENINI M MUM AT -SOLIMERN ME IN, 2 W1 �055 (NAS) -COUC'M "I 1110-0.50 (Noa) SHEETS to A, 17. ftCEM%* SEE NOTE 2 SELENE -SMJCE ME MI NORM W/ GWBA3 =11 -SPRtx:E ME Na sounu wl o-o.Ns ABO.E.5,01, -UN. 1/2" COX RIVIODD (INS APA) W SURN M PER NOS 2015 4. VICHORS ShUE BE INSOLIEG JQ1 OF ME REWNWENEARONS AND �TOFIS OF Ms ANCHRA's vuxv� ............. A, x . ......... ---'.'OArAL IS r 0017 M"cc' /MME—COmc. TILLIT TESTING & ENGINEERING COMPANY MNN� NONNI mt. Ph—; I. � CRISN71-101 owNvO.W �m � TAlfl 0, P.E. NC� Ut. 1 44167 AsSuS.A. Arnarlean Shuffer Sysferns Assoclatlon, Inc. 4268 Westroods Drive West POIMI Beach, FL 33407 02017 EASTEFtm UU& SUPKy. INC+ BERTHA HVTm Accordion Shutter System Ill" #1 W/ CR W/b KV. WNM a" K:fli::0:RK aft'INI, W L a I OSEE.K=�" L is-i s I vw 1*-QB5 727-117 IDRAVANG No 17-107 W� FINISH Ile. TNPC0" OR TAPCON WIM ADVMCEO THREADFORM TECHNOI,0GY ��' %2' M; PEH BUT MR -ED -EA TP" . TING . (SEE scHroute ON sma 15) I HEIDER REOWRV) EVETING, I Mx To Guea (SET: SCHIMULE ON SHOD 11 FORI sueed)dwo'— ON SHMET %a Fat [LIDESM4 & — (T�HV WALL HEADER INSTALLATION EXISTUO G Da. To CZ�� Go (SEE SCHEDULE ON SHEEr 11) N 1.ft t�� Al VA Z.We OR IN �DVANCED THRMPORM 7ECmNM� W/ 1 1/2' No. PENETRATION or WMED ARBi, To WOOD HMER' (SEE smm� ON slau IS) 1/4'--20.3/4' SS M,VMINE -20 HUTS rE �.4 1011TOWC/ 1/1" STVa MM WOOD HMO REW9 EOSTING MIN. SCRIJULD04 TO GiAs" (SEE SCHZCU� ON S I 14W. SEPMUN TO OWS EvS1V4G-'4—(SU SCHEAUE ON VIDET Ily- G!XDi t 1/4'6-2b.3/4� M MVZHWE SCREAS W, 20 NUIS 0 1: n NUTS rMill M I>< p MET Iwl ��4 ' EIGHT D 1-4 1/4'0 TANCON OR TWWjN WTH AGUNNCEG THRVMrGRU TECHNOLOGY W/ 1 1/2' RE 1/4" TAPOWN OR TWCON VffM ADWkNCEO 4' 0 Of THRIMEOC MEA To EAD WREADFORM WCHM)LOCY W/ 1/2- VA1414*= OR P 0051-C moo MEMBER, M� PENITTRETION OF THREADED MEA 1. K�D, ACNANCID0 ID. (DOE 'NE.M. . I MW 4 MR MIM (SEE SCHEDULE ON SHEET 15) (HE SCHFAUTE ON "ED 15) MaDDENG 1/2 MIN. cc MACKOFORM TECHNOLOGY W� M'V MMOOD REOV. M� PENCERCTION 0 W� RNISNI MD's 0 11 -1/2' Mft COX FhYMXN) REWD. REO'c 10 BE VIAU n "I MDEA INTO PLYNoor D.C. I C." TING URI. 2.4- MM 0 IV O.C. 100C. REO-0. ATTUNED, TO GNEOS W (SEE swocuu: ON swar 15) R HY- -MILL-INMLLATION KWIND TO BE ATTACHED To SIX)DS IN JICCORW:CE =I SIMC11441 Me Or ME r.B.C. SECTION 2309 or ME IS V.WALL SILL INSTALLATION F&C. @HV WALL SILL INSUILLATION *'SEC UvjgVNS �Gl. OF .. SHE. 4 E— ON SHEET FLORIDA BUILDII 0 OODE(Non High Velocity Hurricane Zone oil" 101I A. r/, 020f? MISM, Wt 02017 MTERN MET& SUMLY, INC, Q.......... ISLHTHA HVm 11LIECO imc. A. ,,.Accordion Shutter System AnSmS MADE in W/ OR W/b KV. WHICON MADE American Shuffer Systems -0. TILLIT TESTING & ENGINEERING COMPANY 7N.7 Mo. IT A /�) 1 * � T � �p , .= � 331V Aseactation. Inc. -L� I)x Sm UFow I me i5-M5 ft-. (30SAII-1530. I- : (W5)371-153, 4268 Westroods Drive Call 0�1/27 17 West Palm Beach, FL 33407 3 ORAWNG No 'p/I ........... ** 0 IW% 0 IN 1 —107 "REA V. 1 4"IS 17 I ISHE L; .L FINISH I/r. TAUCION w TMICON SUN �AANCCD THIRMFORM TECHNOUOCY W/ I I OF ,/,2 ;'Go.. PENcuHuION ma TO COSTING WOOD HEADER. (SEE sUmu: ON SHEET is) I 1I 1-�INNOKAL :A iiOSPING MIN Z-W GLASS IL--= 'AIN, SUARVITAOIN TO I (SEE SCHEDULE on S 11,33- MAN EP ON TO CLASS sCEjKDuLE ON Saw Ijr— cLMI;-j WOOL nNaw7 i�T; = ZION& S1TMCTJNM- ADEQUACY ABOUT (IF MN,ucAMS) or cOsANNo scale 12%, To BE opurnEc BY REGISTERED CI IN ON ,.NCC ARCHWIVOT PRIOR TO EXHIDING WOOD SHLITIVIR INST�TKN. 17 1/2' TRUSSES OR SWISS 0 24- D.C. REQUIRED ATWON N MVH CC MFORMI H THIN HOL "WHO somf 3/4- W... IM. TO MVING No H ER. 4- ED E T'W.1/8' CONT. 4WA, ME (SALE SCHEDUL 5) a V O.C. r @ or @ or @ or @ (600-16 �On W/ IVIA LAG SUM TO P.)MER OR THUSS. LOCAME LAID SUM AT MIMOTH OF EXISTING FOOD -j OPEN NOVE AIT EACH UMBER. (2' M� NOMINAL. EXOTTING a TO ACCOPT AIDMIN"I'MI11 CLASS THREADED AREIL VARAD FOR I I AD =%M �M!Hcrr CRIME uNNP,RNNN o"I 'ORMS"T INSTAL�TOIJS MOTH 72PO MML &S.O. DESIGN LOAD sw THIS 11 ON, 8JOET" OR 111`31�0" LID W 1, INSIALLOulo" Is ONLY VAUD MR WOOD W/ UJN. SPECIFIC UAHMG)k umr I I Muee'D'. ONUVAY a' C - SAD M WOOLM V CEILINC, WRTA I ATM I OR SOUTHURN PINE N. II OR EQUAL. . SWMNHDN "DABS I I (OR @* WMNar U)STINO MIN. EPARMION I OUNAMOI& TO GLASS (SEE (SEE SCHEWUE ON WISI 11) I iXTESARWI 4�W r.� LOCAJON MOA. 7 AA. 'A AN INS ftIS`DNc Nor 0 1 fcr-lwl� 2*.B' MIN, WOOD . , 4� J, R4 HEAD TEK BOHM a 12-I rr zl,� f IF I r� MOE OF DECK OZZ: END 2- LUPS TRUSS R VON= ZIM MACHINE SCREAS LVE THRUMFORM TECHNOLOGY W/ 1/4'* TAJPCON OR WCON MATH ADVANCED SILL P I CCD 7.� PENCITUMPON Y40 20 RUNS I/ -. 11�014 OR WCON WTN AXIVMCEO THRMFoRN 21 MIN, Mn� 2 MNL_ M M REO'D. TIH&ED AREAk TO a 4 TF5�j THRMFORIA TECHNOLOGY W1 1 1/2 n� MIN. TECHNOLOGY W/ 1 1/2' W. INDIETIUM1,014 OF "MI PCHETRATION Or THRMIED CYTIONG %OOD HEADER. ARM TO EXISINAC VRIOD NMER. W SACHEDAUE OR SHEET 15) MASTA, 10 ExerNa MC, HCNHDL (SEE (SEE SCHEDULE ON ME QlRWSC FOR SCHEOIJUE ON $HIM 15) "�HY-WALK-QVJER INSTALLATION HY WALL SILL IN= TION @HV FLOOR -INSTALLATION �S/ � I — — — — FLORIDA BUILD111 CODE (Non High Velocity Hurricane Zone, ......... 02017 MUM. INC. 02017 MRSIN METAL SUPPLY. INC. BERTHA ffVT-, Accordion Shutter System T - 7. A.S.S.A. MKV. EtADE #1 W1 CMR W10 Kv. WHOM L E BADE American Shutter systems TILLIT TESTING & ENGINEERING COMPANY O-TC DU- Or I-C. WHI NNI S.. Ms msm PARMARL RANNO, M& I Association. Inc. A OLD IS-085 7 —"M 0772771-7 § ft�.�, 001871-14". F. (MS)wI-IMH 4268 West ads * 2 2�� S\ V�.� " H. OF" — DRAWNG No I West POIM Be rL 33407 a AL EIN a HOUR j - P.A. A RE "S-ft'A*T'U"R*E/OATE FLORADAI Lk, 1 Z4147 1 17-107 I A SHEET 4 ftm I �- M10 OHNECTION DIETAII (2) END INSTALLATIONS n1 HV BLADE OR 9 WINDOW-B-LADE INTO 2"L(4" MIN. WOOD STUps M 000��� END Q0NNFQTIQHJHnj IlCE "To"' or 0" 7CR "OE 1. 11E1 11 ........... =17 IXTUDO. VC. ZIMFEc o, �.. TIWT TESTINO & ENGINEERING COMPANY S. 34% (105)87i-im , r.� : (305)871-in, W-0008710 � W&M 4 1W J, P4 M.. IF "167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads eaw West Palm Beach, FIL 33407 ---- 7 — 02017 EASUERN UET� SUPFLY7 vvc� p R A ion S ut r 7AIccordion Shutter System 0 W1 W Ky. E #f /0 Rv D BLADE Iff W1 OR W10 RV. WHM BABE a, mm" DAT I OLD 16-085 7127 IAM 07 2, 17 .... ...... xI P.E. SifAL/StGNATJ'R'E/DATE 2 3 DRAVINIG No NO No 17-107 4 5 5HEET F Is or 20 1, % " 5 �p TYP. 10M SEE PLoN MR Katmewam YP TOP & H(Affou w lt> L@-q-e-(D)j EXSPK ELEVATION 11 FoR cLwoSo ON his SHUNTOR E1SqxS(D& @ ---- ---------- ----------- % W/O U" (SE ROM 4 MME) Sn M a. (D — — — — — — 040RS� MI) ( L ( 9 E 1. W. AU. OCRON PRESEAOtE �G: .11% - 110 ".I 2. U00L SHUITER SPAN: Be 3. ALONG) UOUNINce, & M 0 ON SHEEI'S 6. 7. 0 VVEUL M MOMMS M. 0. T. U A Of ON sx= is & 17. ON kB AMM(M;Q@MRAX'm=,Dr=&a QENMRUK E. 3. (A) N, moowwr LWE SHWL ONLY ALLOW A UAXNFAI V 5 oFewsNes (rf HOLES) MR d PRU AT V�NGS MOM ON S� 4. (C) RM W ULUIE MUM BUT Rog VARtERS AT ENDS My BE W MNOOIN BtMiLg (0) W woNeewo SLMRE @ UM BE USED ALMItAXIE To A SOLD W BRABE@ THROUGHOW SIAWER-S mm. wZFAYS BE ONSIALUD ADICE10 M A SOLD W Of THEN. MYCARBONATE HY WNDOW SHALL Be INSPILD) MUNOR Of THE Qf� Slam PROTEMED. . . �WTF6 . FACE My M� AH) LOKw1D USM A W SETIM TOOL PIUMDED NURBE Ml BY ms& 81 SEE ANCHOR SPACRO SCHENAX MR INSPLUVIONS ftfra VADOO mun: IMILMSON SHEET SIM (sEENoPEs I & 2 MOM. 7- SEE �OR SPMUO SCHEDULE FOR M�FH)NB �= MUNEG CONCREVE OR CONCRETE BLOCH VALL ON SHEET 12 & 13 AS UuRED BY Vow Ma OLSON Lava me: NOM I & 2 AsmG. 8. "NUU SEPMUMN YO GLMS SCHEDULIEL PER Mul E-1996. Ln �XUNWUU !!LA �mo� ITHRU3 m7 —,- �gla 02017 MUM, Me. L EcMin Til-LIT TESTING & ENGINEERING COMPANY s' ". 54. � Xw% VAGRU, COHNNOL FLOUA 331V L. � (305)87�1-1530. row; (30)871-1331 M000*,ow... M11A A TWI, FLOREN �. f 44161 AnSnSnAm AmarIvem ShUffer Systems Assoclation, In 4268 Westroods DNe West Palm Beach, FL 3340, 02017 EMIERN NEW, SUPPLY. Me. BERTHA-HV,—,, Accordion Shutter System Kv. mAm #1 W/ cR w/o Ky. wImw BCE an— v 2!IE ow" P7 1 MM 07/27/17 DRAWING No 17-107 S.. �9 2*. 0.=- THIM Run. A�W GWIDE 40 W, C-0 Mv. SITEL VITAL stun AT le 0.0, WIN, S�ARATM To QUISS CME SCHEDU 0 LIE-0 METAL STUD WALLS * LBLADE ACC FUN W UFFAM'D' MM 1. MAX. A.S.O. DESIGN PRESSURE RATING; +75, - 75 (nf) 2. MAX. SHUTTER SPAN: Be 3. ALLOWED MOUNTING: @ON THIS SHEET. 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 21 ARRANGEIA A AEURICAL LAYOUT. 0'(2) 35 (B* LONG. MINIMUM) MUST ALWAYS BE INCLUDED ATUI IOR OR INTERIOR ACCESS SIDE OF CENTERMATC. -1 .0 33* 6- I/rm NOMINA ALUMINUM SI ME 6063-T5 ALLOY SEMATION TO QI ASS SCHEDULE 3 am - 13LADE SLACK DETAIL HVIF IS ALSO VALID FOR 12 CENTERMATE(DAPPLICATION WITH BLADEQ 035- MCK a GFUM `0 0 6 O.C, r III, oc. I. AALL HEADERISILL [MALLATION Orp. MP & cartw,) WIND ZONE I I U ASTM E-1996 SEPARATION - T04LASS I THRU 3 1. 4 41 I 1/4!9-2OX3- 13OLT MUST PENEIRATE rl.373* 2.* , _I ,,. 7/4e-20 THREADS 114"0 ELCO CONSTRUCTION PRODUM FAB—LOK ND COMPONENTS SCMIZ. 3/8'. " ON LE LCIC�ig AT 102 #3 12 1/4' (Typ.) 24 VIEW Y 6 IT, 7' 5 1/2' MAK. SI.ACK SIDE CONNECTION TO TRACK HVB K DEWL HVF Hy_g W"' FLORMA BUILDIN G COD1111111111 I 1E 'Ron High Velocity Hurricane Zone t?, PL T14 02017 xxw. INC. --jAgDEND 02017 EASTERN UV� SUPPLY, INC, PLY ' INC; r .. \�JENS. ---- --- IL E� AsSmSmAn UUHTMA Hv7M TM Accordion Shutter System r ySteM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems R a #1 W/ DR w/D Ky. w W V - MADE #1 W1 CR W/b KY. WNDOW DADE DAN L.C. arAw nL In Cotmg, N, 0 of no Assocloff!, Inc. 0. 13-9w 0 1. 07/27/17 ow� de ft.; .-.dh vu�� cu-M.19 4268 Westroods Drive West Palm Beach , L '1 0 West Palm Beach, FL 33407 -7/14-m DR DRAWING N. V70 NO N. ...... ... I .. TXLM �. P4 _ 1 07 1= ivi 1 P.E. S EV RDJU]A U4 IF "167 I ft