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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTHA H.V. ACCORDON SHUTTER STSTEIA SHOWN ON NIS PRODUCT EVALUATION DOCUMENT (P.E.a) HAS BEEN VERIFIED FOR COMPUANCE W ACCORDANCE WITH ME "IF (69, E R*N) OF ME FLORIDA BUILDING CODE, MI5 ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIONVELOCJTY HURRICANE ZONES. OESICN WIND LOADS SHALL BE OEIERNINFD AS PER SECTION 1620 OF THE ABOVE UOTMONED CODE, FOR A BASIC WIND SPEED REMITTED BY ME.. JURISOICfICH WHERE SHUTTER %RL BE MS[AUED CORN A C,RECMONALRY FACTOR Kd=O9; USING ASCE 7-10 AND SNAIL NOT EXCEED ME MAXIMUM (ASAJ OMIGN PRESSURE RATNOS NOCATED ON SHEETS 11 THIN) 15. 19 k 20. N ORDER TO VERFY ME A80VE CONDITION, ULTIMATE COUCH WINO LOAM DEIERMNED PER ASIDE 7-10 SMALL BE FIRST REDUCED TO &$.a. amm WINO LOADS BY MULTPLTNO MEN BY 0.6 N ORDER TO COMPARE THESE W/ MX. (AS U) DOE" PRESSURE ATNGS INDICTED ON SHEETS 11 MITI 15. 19 k 20. N DROER M VERIFY THAT WMPONENIS AO ANCHORS ON THIS PS.O., AS TESTED, WERE NOT OVER STRESSED. A 3J S INCREASE IN ALLOWABLE STRESS FOR WHO LOADS WAS N$ USED IN THEIR ANALYSTS HOWEYER, A WHO DURATION FACTOR 00-1.e0 WAS USED FOR YERRICATION OF FASTENERS N NEW. BERHA M.V, ACCORDION SHUTTER SY91LM'S ADEQUACY FOR TEND AND LARGE MISSILE IMPACT LOAD HAS SEEN SEAMED IN ACCORDANCE WIM SECTION 1609,1,2 OF ME ABOrc MENTIONED CODE M PER An REPOTS: -MV PLACE QI 10214,01-03, 1071501-03, 11W441-05, /1214.0t-05, 10317A2-06, 10609.01-10 AND 10210.01-11 AS PER TANS-201, TA-21 AND TM-203 PROTOCOLS AND ASAP E-1685 AND E-1996 SIACAROS (MISSILE LEVEL D, RIND ZONES 1, 2 k 3) k 11220Of-10 AS PER TAS 201, M3 k 203 PROTOCOLS LACE MTSSRE. -ARV WINDOW MADE 8 10505.01-08 AS PER ASM E-1886 AND E-1996 (MISSILE LEVEL D. WHO ZONES 1, 2, 3) BASIC PROTECTION ONLY AND / 0725AI-86 AS PER TA 202 PROTOCOL 2. NV BGOE0 AND W WINDOW MADE 6 ME ENGINEERED TO HORK IN UNISON WITH EACH OTHER UNDER ME GENERAL UNHATONS AND CONDMDNS OF USE ROUGHED ON SHEET 19 3. BOHM X.V. ACWRGCN PINS OTY SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TACKS SHAM. BE 114Y2A75- AND /14M1.75- RESPECTNELY, 410-M MINIMUM StlD SNUNLESS STEEL SCREWS YAM 135.0 W YIELD SO b LD STRENGTH AND IV TENSE STRENGTH, PINS SHALL BE COATED WIM BERM, W DACROSMIEID MASS, SYSTEM AS MANUFACTURED BY Mr SERIES ES GATING APPLICATORS. REGISTERED MH AMCHEM 51NR0L SYSTEMS ASSOCWTOM. PINS MUST SCAR ME W MARKING ON MDR MEAD. A. ALL ALUMINUM EXIRUSWNS SHALL BE ALULHNUM ASSOGATION ALLOY AND TEMPER AS INDICTED ON SHEETS 2 AD S. MINIMUM HELD STRENGTH FOR 6063-T6 ALLOY IS ".a Mai AND M.7 Ax1 FOR MS-76 ALLOY. 5. ALL SCREWS TO BE SONLESS STEEL 304 OR 316 AST SERIES OR CONFUSION RESISTANT COATED CARBON STEEL AS PER 09J MCIS AM 5O WI MIN. FIELD STRENGTH AO 90 Mai MIN. TENSGE SIR AND SHALL COMPLY W/ FLORIDA BUI D= WOE SECTION 2411A.34. ENOM, 6. SOLTS TO BE ASM A-M7 GAT.VAIZEO STEEL OR AID 304 OR 316 SERIES STAINLESS STEEL WISH JS AH MINIMUM YIELD STRENGTH. 7. SEE ME FOILOYnW SHEETS FOR ANCHOR SPEGBCATOXS: NV RUDE O' 12,13.14.15 AND 20 H/ SLADE D k O WTNLPJNG IN UNISON: 12. 13 k 15 & THIS BERTHA H.V. ACCOMON SNUMER SYSTEM BEARS A AS, PATENT 16179,582. COMPOEMIS OF THIS MPRMAL ME COMES. N WHOLE OR IN PART BY U.S. PATENT /S'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. a SHALL BE ME RMPONSBILTY OF THE CONTRACTOR TO YERIFY THE SOUNDNESS OF ME SMUCNRE WHERE SALTIER 6 TO RE ATTACHED TO INSURE PROPER ANCHORAGE CONMACrOR TO SEAI./CAULK ALL SHUTTER COMPONENT EWES WHICH REMAIN. THRU FASTEMNG IN CONTINUOUS CONEACT WISH MEBUILDING TO PREVENT WWD/RAN INTRUSWN. T0. EACH UNIT MUST BEAR PERANENT LABEL N A WSBLE PLACE WIN KIMMINS MGM- DO61K0 PERIODS M' MMRKANE WANNOS HOME OWNER, rENA R. OR OMCRS. MUST PRO CENTEFAAIES AND ENGAGE GPERLY CLOSE ALL MY AND HDGNPLOOK ALL NV Me NO LOONS. 11. SHU H, MANUFACTURER'S LADEL SHA. BE LOCATED ON A READILY ATRO E LOCATION AT ACCORDION SALAAM IN ACCORDANCE CORM SECTOR 17019.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. UBBUNG TO COMPLY WITH SECTION 176S.9a OF ME FLORIDA BUILDING COOL 12. BERTA H.V. ACCORDION SHUTTER S,.. M'S INSTALLATION SHALL COMPLY WBM SPECS INDICTED IN THIS DIMMING PLUS NAY OIRONG AHD ZONING REGULATIONS PAOWDEO BY ME JUIESOICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS P.LD. PREPARED BY MR ONOWEER 15 GENETIC AND WAS NOT PROMOTE MFORMRON FOR A SITE SPECIFIC PROJECT; i.e. WHINE ME SIZE CONDITIONS OEVMTE FROM ME p'co. (0) CONTRACTOR TO BE RESPONSIBLE FOR ME SELOGNE'S, PURCHASE AND N ALLATON LNCLUDNG LIFE SAFETY OF MIS FROMM BASED ON THIS P.E.M. PRWIDED HE/SHE DUES LOT 01:11 E FROM ME COMMONS DETAILED ON THIS COMMENT. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S. REEPONSIBMY. (0) MIS P.E.D. WILL BE CONSIDERED WALK) W ALTERED BY ANY MEANS. (d) $RE SPECIFIC PROTECTS SHAL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AtGNECT WHICH WRL BECOME ME ENGINEER Or RECORD (EO.R.) FOR THE PROJECT AND MO WILL BE PESPOYSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO ME P.E.D. MINIM SHALL SUBMIT TO THIS LATTER ME SITE SPECIFIC DAWNGS MR REVIEW. W ORIGINAL P.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED a. TABLE OF CONTENTS GENERAL NOTES SHUT I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COM ONENT5 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WNDOW BLADE k WINDOW DUAL AREA 71 HV R en (1) AND-W WINDOW MADE (WHERE APPI ICABLE] TYPIM SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCMUE/BLOCK SHEEP B INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTER"M DETAILS W SHEET 8 CCMERNATE ALTERMTNG DETAILS LN SHEET 9 END CONNECTION DETMS 1-6. CONCRETE/BLOCK SHEET TO MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R, WOOD SHEET I6 NSTALLAHON DETAILS S-X, WOW SHEET 17 END CONNECTION DETAILS 7-12 k X. WOOD AREA 3' HV WINDOW RI AIDE ((Al SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW RLAp n ON SHEET 19 Y NSTALUTON DETAILS, METAL STUD WALLS SHEET 2D THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED BY St. Lucie County III-,\}`......... C�/({c * ' i Y BTILItb� AYA C2017 TLTECO, INC, ME C O 1Ma. A S S A American American ShuHer S slams Y Association, Inc. 4268 Westrood9 DYiNe West PGIM Beach, FL 33407 02017 EASTERN AEIµ SUPPLY, NG, Accordion Shutter System Shutter RACE 1 W CR W ,r r ro HV. Wtrnps set[ TfLUT TESTING k ENGINEERING COMPANY bUJN0.Ma.A.,New.NFQxuwp£"I JJIb POm a (30J)671H530 . FRA : (JDS)W I-153, -mav 0=671 W.wm WALrzRA�T19.P.f. ftoRaA ue. / Au6N . H D[3eRIPn9x D.T DRAIN IJr•. Le ON1$-C85 27/I0@ O7/27/p '0 •' RI �� Jd 'fss/ONA4E��'11° P F "Mn4•{CIRMAAIIIDr ln4rr x b DRAYAING Na 17-1U7 _, ___ UNDER US PATENT 8 5458179 OF USE OF BLAOL,&ION SHEET 19 ©BY -A FLOOR TRACK OUAUREO FOR USE W/ HV BLADE 63-T6 ALLOY D SFMPER � 1.9t 1• OB]• .y Del' 060' t4 - > � 6]0 Ij Egg• i it HV IIN HAD R 0 IFlED FOR USE W/ W BLADE t ONLY, SEE SECTIONS FOR VALID 6063-76 ALLOY AND TEMPER N`t %YN T NN t P 2A62• 16 SIDE ANGLE QVAUFIED FOR USE W/ NV oe 3� HV UNIVERCA FLOATER QUALIFlEO FOR USE W/ NV BLADED 6005-15 ALLOY AND TEMPER HV HEAD/ER/ g1 L OUALIFlE OoFORT6 SgILOY AND TLUPCR``�ONU ALUMINUM ANGLES OUALIrIED FOg$, USE W/ NV BLADE (,ti ONLY. 6063-76 ALLOY AND TEMPER �OUNJFlED FOR UUj w FN 6063-T6 ALLOY DE AND TEMPER_ �HV WALK -OVER TRACK OUAUFlED FOR UO�)JE W/ HV 6063-T6 ALOEk 0 TEMPER Cb PONENT A 8 TI t2 Mom- I�• i 1/6. !B 2' S' I.AK.±0.192• D S1 19 2.5' T• MAIL 0.190 i0.190• 2' S•NA%.I M.39• 0.131• )QR USE W/ E ALLOY AND TEMPER 99{' Dos' V g �HV T RENCH TRACK OUAUf1LA FOR USE . FN BtADEn ONLY. I' CORNER IFIED FOR USE W/ HV MADE N 606 MOA AND TEMPER e0IA RAINGUARD QUALIFIED FOR U((jj))E W/ HV 6063-T6 ALDBEAHD TEMPFR. Y� ` ..... .. /f �. ; '`�}GENS� ;.✓y 3 i �g �] � ? r ' TA7E D 0'. ,�. '2x .,...Oq' xE pP,; • fs ...,_ . 19E %QNNee11�11 Is F�"P'1'a! /�If.�6'9NAip1mrc o2017 RlE[0. NO A■S■S■A■ American ShuHer Systems Association, Inc, 4+268 WestroOds Or West POIM Beech, FL 31407 02017 fJSTERN METAL SUPPLY, INC, BER A TM Accordion Shutter System KY. LUOE $L W/ OR W/O HV. WN]ON BADE TILUT TESTING $ ENGINEERING COMPANY {35g Nw. x+n s., r,, ,Rg. woB,g, n«v..u,e PWm:(305JgJ1-m>D. 5as gn- _m,,, I,t,�,,,,,ra„) ts]t m-wD6n9 rv4RR A PLUT Jr, P,E. FLOROA LA. 1 44167 , x uscwmax oatt oxAIIN gn Lc I OLp 19-085 1(21I w2 0]/2]/17 2 ] DRAWING No 17-1 07 _.. _ { • HV CENTERMATE FOR USE W/ HV BLADE 1O& 6063-t6 ALLOY AND TEMPER %0 HV CORNER OAUFlFOR USE 60 N 6063-16 ALLOY .Y _ �, zrD• U PLAN FRW1I FLLV9i0N ''7i LOCKER FOR "T" LOCK NrcouerE �RDunuvlEO FDR u5E vr/ Hv BLADE 1 ONLY (p HV rFEMALF QUALIFIED FOR USE W/ HV BLADE L/1�',�FONLY 6063-T5 ALLOY ANO TEMPER 6063-TS ALLOY AND TEMPER QUALIFIED 6FOR USE S76 ALLOY 1.91T I ass L .21A'g I T% G ROD QUALIFIED FOR USE W/ NV BLADE 6063-T6 ALLOY AND TEMPER ir@ L99KING RODD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER If ' LJTS A ].I61 ;E ll 42' 3 HD CENTFRMA ' INS RT QUALIFIED FOR USE PI/ HV DLADEIt & 6063-T6 ALLOY dNO TEMPER A" ♦If2' t— II/ 20- Um 0A5[ y � ti � of ml 6�"JIID PN� I ®I ai nna 310' h Mfn (om6u ER+SS Ln++vpt PAnD) (rrsoM[ hA1ND HV LOCK @ HV EGREss LOCK 64?5_ P QUALIFIED FOR IN HV QUALIFIED�EOR USE W/ HV ONLY. BLADE (l & Q6I ONLY. 250' D.V, y510' :/460, AFlERX3/4" BEGORE RM1FTINC . THUMBSCREW-20 RIVN T* En nN1 µu IT I UD. AS u10» NPGE 2wcE nrtv ......� sPGn NTDO'PiW. vtwr / Dbif.. r5 wMUFv OM! pr AYlky n%t0al, pµy9PENf. NEW JipS[Y OTON OR [w/L ® HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE OUAUFIED FOX USE IV/ W V(/HV BLADED"ONLY. SILAGE fV ONLY, � 0.075- Mn. 1 .125' MD°, o yj:, * - 11fUMBNRN RLRi6ER OR KEl 1 T MI LYDkDER 1.26' Me.. !� ,: J_Jo rr— I- n1"r iui u� �q/INSTALLATION vflLl REQUIRE A 7/1 HOLE THUMBSCREWS y1 nv IZ- W— P AlW RI THUMB V4 6Y RECENT HARDWARE MORTISE LOOKS SERIE$ 2= HWK BOLT LOCK, DRILLED AT TRACKS FOR PROPER DMENT UAUFIED FOR F HV wrvRl _REWS QUALIFIED FOR USE W/ HV BLADE I)& CAA QUALIFIED FOR USE YI/ HV BLADE 0 FLORIDA BUIIDING CODE(Non High VelCcity Hurricane Zone I C2017 YLTECO" MG '2011 EASTERN METAL SUPPLY. INC. ,BEN • �P : L�E C O A S S A BERT M Accordion Shutter System * C %• * ; TAUT TESTING & ENGINEERING COMPANY HV. HARE #1 W/ ER W/O RV. WNM BLADE ANIBNCON ShUNer ST91BNiS S IITTE Dj' • '—Ti:w 6)Sl N.q. I6U 51., 31..:%. NMa^A DMpRS. N VdM AI pMne EA D[uampN OAn pMnx Dv: Lp, A$$GC(GRDi11 INC. 1 OLD 15-M 1 1 M /22/ tq O)/21 lJ •.•• �. \1\ `Y i-'Q+•p• �ORIDPr'�V. [d ; O05)621-P.aO . F. 305 11- ( M ISJI `m M-rgoe%v sem t POI , Ele. Otls L 33 2 DRAYiING No WDst Palm Beach, FL 33407 A • M 1a ����pp 1[( w4TEq A TllM Wit, P.E. A 7 07 P.E. §fMpFSb R /DATE noPau M:.. / A.161 5 SHEET ° 3 OF YO SHUTTER ASSEMBLY SCHEDULE FOR HV t HV HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON RUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AJSI 302-303 SERIES 0Z7O'K3/I6' THICK NYLON WHEEL. OJ88"o AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONA7E IMPACT RESISTANT HV WINDOW t© e N 4A— 6 EXTERIOR 'I 41 y 7k Lb irr I� i C OOR ® • ,r'® Or 43 ESEE Norc POR NEOUIgEMENIS) (DOR (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. ;pICAL SHUTTER ASSEMBLY .. (2) HV PIN ®MAY BE USED IN UEU Of (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Y1/ HV 0 BLADE WHEN CORRESPONDING TO "IT", 10.334- � INSTALLATION SHEET 7. 048=x U (3) HV PIN ® OR ® W/ 1/2" O.D. 1/I6" THICK S.S. WASHER TP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e> SHEET y.*EL CARRIAGE DETAIL IiI O OR ® Ii J it i( HV PIN © OR AT EKIERIOR BIAOE'S KNVCKLE.I (SEE NOTE t FOR REQUIREMENTS) OW7 TRTE00, RK:. IL7Iil O c TILLIT TESTING A ENGINEERING COMPANY nww : nOstea-mta . r., - rinaun_.... 13 nAM A IRN L, P.0 aoR4 ❑a 0 1.167 I K EXTERIOR a6is' .1RTs'0625" 16E .0425" 5`FROv v x .0625 .0625' ATNE PLASTIC LEXAN NOTE 'F' ON SHEET I OR SN RESIN POLYCARSONATE SOURCES FOR aiW=i aa1m WiM1 S1Y Dl ®M, I ses,` wo .nu o'.1 .moceb.. �eNw a.: awec0 MTmao um .sry ofw rb n.sM Ir n-a! ISIV !.! YM RVT s Of Plb Wl eem A.T1I.. 1. C 0.1 MSS C.t C4H of btV Fi'bKKl ASA, IOw'f pp y ntAORsx elm A6a css 1MS' E S11'f' Mes' AssTI, Pwl P.i MeIV ra1SSL SIFER Ba'0� nTARERI'G vehoo, ISM 6N Im tMl Pft !tW ry!. W A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Reach. FL 33407 Accordion Shutter System KY. HALE S1 W/ OR W/0 KV. WINDOW GLADE AWING No 17-107 I �•�« pppggq �« n III r1M I I Vi � R III,,I�LIi�Y�s�!♦L'{IJffli■�i1��;ti� S'1 lQ' Q' Q` Q' Q' Q' Qr O' Q' QQ• Q Q ©' Q 0' « w@6 •(DI I.,�� TYPICAL (f) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE as. ONE 2TY LOCH§ w SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Y 1(2 OF SHUTTER SPpN FOR SPN6 UP TO 105', AND FOR MST TONS AT ANYor iL9 MAY BE USED A$ AN INSIDE OR OUTSIDE LOCK, ATTACHED TOO OR 0-20 x 1/2' LONG f1Ai NEtp 5.5. M.S. LOCATION OF LOCK SHAD. BE AS INDI ON. It; IF DER OR FOR SECURITY PURPOSES, UP TO WO A.4Y WY BE USED %5 AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES J" 1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). A ONE IPA LOCK SMALL BE USED AT CORNER R ANY SPAN ANO INSTALURONS AT UISIOE OR INSIDE LOCK ATTACHED Ux TO S3 CORrv1 CENTREI'll W/(2) 1/40-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP O BOTTOM SMALL BE USED. LOCATION OF LOCK $HALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPIN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON ll 17. OF 1/4"P-20x3/4" S.S. THUMBSCREW 10 p]I OR CENTERFAATES SHALL RE MADE W/ 1/4-o-2N3/1" ALU�A,"W� RWNUT AS SHOWN ON SECTION HIM SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR DYD LOCKS AT 1/3 OF SHUTTER SPN. B, MANDATORY CONDITION 'a MR KEM1TD F •^ ^-• •^- r -•— ONE MY LOCK 6 or 6 Or 23 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 t0 SO'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or I MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ID or @ SYMMETRICAL CENIERMATES W/ (2) 1/4"-20 • 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 4 W/ T�§ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. I'll ON HV "T" LOCKS AND CENTERMATES, m LUCK 09 INCLUDES USING REINFORCING LOCKETrg , AS SHOWN ON SECTION HID, SHEET 9. WHICH LUST BE CONNECTED TO CENTERMATES q AND ,ER W/ 1/4'o-20 x 1 1/2• LONG S.S. THREADED BOLT W/ 7/B•0 x 3/32" IVINCNUT OR W/ 1/4'P-20x 1' $.B.M.S. {NTIT A 1/4'ox I R"M LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MAKIMIIM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCIONG RODS 9 TOP AND EDITION IS MANDATORY. "NOTES ON HD LOCKS & CENTERMATES• �-• 1. !10 LOCK 3 Y(/ HD GEIOFBYATFS iii Op +3 /� ,...E ALTERNATE HD LOCCKC4 MAYBE USED IN 11EV OF HV LOCKS � OR V FOR ANY SPAY AND INSTALUDONS AT A�AyM' 1iLEE�V4TIOM, Al ND LOCK (I MAY Be USED AS AN RBNFORCEIDE ENENr OR BUM q{ a AS SHOWN ON LOM SECTIONOF S HOBKNV@ D HOC-Iol SHEET O. LOCK NAY BE INSTNIEDLATE$ MIOSPAN OR 12' MAXIMUM .BELOW OR ABOVE MIOSPAN. USE OF LOCKING RODS I Is COMPLETELY OPTIONAL L • LIP dt•`•� ..........,,•+ff uCENSF% • 3 ^O • / �� i *' 'ram ••'. AAA4 02017 nt]ECO IBC, IL ECOI■�. TILLIT TESTING @ ENGINEERING COMPANY Mss a.", ism. n. sew Ors. nm. ea eNmcxz Rear n¢ vh.: (30q)en-Is3o . ro. 1 (303)e]1-Iv1 lol A. 5Uf Jv PEP.E. ERG° Lc. P 441HT A S s A ■ ■ ■ ■ ARIBTICOn $hYNeT $y310R13DAN ASSOCIONOnr IDC. 4268 1Yestro0ds Drivaj Palm BeOch, FL 33407DRAWLING 0Ohl017 EAMETAL SUPPLY, INC. BER M Accordion Shutter System Al/O N.V. WINDOW BADE Omvm I LC. )/2] 1 SeE 07/27/1] T`�pv��11Ytesl QNAL C' 1r 1 SEALi5 WVURF/DATE ffs No curn u POURED S-CONCRETE ANCHORS POURED CONCRETE CONCREIC- Y (SEE SCNECUCE ON OR CCNCREIE BLOCK REWIRED I BEET 13) REQUIRES) CONCRETE ANCHORS 1/a'm-20a]/°' SS. MAEIONE SCREWS _ (SEE SCHEDULE ON SHEET 13) r y"� \'..r/, R @Q-E (SEE U'Y V 0nv EHEET Y) 11 , _ (SEE SCHEDULE ON W/ 1/4'-20 I ER 14 uro. .1/+'P-YDaH"S.S. SHEET 13) NUTS O W O.C. ua -1 _ ___ 0 EO MACHINE SCREWS �EO ( -•'- 1/2 - - ME RMr 1/s'40 NUTS `_ _. ,9 EO .250' MaA. - - 13 oR 6 YOv. C•D+,. I" IL �, 1 EI OP OWL -OPTIONAL 1 OR EXISTING —LIN. SEPARATION GLMSE L TO S G AS rll ISEE SCHEW4E ONTO C A S SNEET 11) i---^ �E HEDLILE CEN SN SCNEUtC EFI ii) MENG :^( cuss —I I D ST O HV WALL HEADER INSTALLATION B(� HV WALL HEADER INSTALLATION + KEYSTONE ZOOR +ry , 4M. SEPARATION i0 (SEE SCNEULE ON SHEET I i) EIIS KG C%A55- J I j f OPNON4 I �-1l1` NP.. � � E.0 • I � I 1!°'0-RDa3lT S.S. EB D wrtO Metes H.... POURED aDNCREIE. (SEE SCHEDULE ON SHELL IS) L, r i •i a•+ r. r.ra a i[ YA. \IACN4REIC -Im. R.LUUtk ON POURED CONCRETE SHEET I]) W/ 1/a"-20 iM9 K e NCRETE9IN«K (ODD HV WALL �J--" SILL INSTAL ANION ANCMafiS ON CREDR� ROCK )RED CONCRETE) SHEEET 14) oN OHV WALL SILL INSTALL AMON OR CONCRETE BLOCK WP REOURED O HV WALL SILL INSTALLATION I- S E SHEET NAPGN DF AEPnDK i- SEE SMFkT a FOR 1t91f1.L SHMEN + INSTALLATION DETAILS W/ ' A55EMBLY - 2- NWNTING SECTI CAN BE COMBINED [. D.. COCE DISTANCE (SEE SPECIFICATIONS ON SHEET 1}) • SEE UM AT0N5 OF USE FOR BIgOE 1q ONUS1O ,�1 H / BLADE E A DE W ANY WAT t0 SUIT ANY INSYAIUIIDN. A AAA A+ C J Il Y LN L FLORIDA BUILDING CODE NGn H' h VelodtY HMrrtcane Zone [1T1"-_ ` .� •j,1ri E(>,LS`�: �,•Ji9 i 01011 ntMtO, INC. ®201J EASTERN MET, SUPPLY. INC. aA1°E d - " ■■ A S S A ■ ■ BERTHA I, Accordion Shutter System y American Shuffer stems Hv. aAnE g, w/ OR w/o KY. W,N0011fl0➢E �C'tY� (.... TIWT TESTING 4 ENGINEERING COMPANY we xn. Eaa. A990CTOflOn. Inc.I W. K DEscnrnox BAT[ pwM er. Lc . ., 1 fi. s+.:oe, NRGNu wrmis. ntaa..vle OLO 15-oes T/tTli eaD m/n/n a �e �T— mwrw : (aayen-lsoo. r.ft : (]aa)en-1a1 4268 WestroaCs Drive 2 s7ONALE't;©rrll mEB- "IQ °°°"I° West Palm Reach, FL 33407 D ORAYGNG ND ,AAY•'r�` waTER A ntul Ar. P.E. a 17-107 P.E.+SEAL/SIGNATURE/DATE rt°RDAo." E aA162 3 SHEET ° 6 OF 20 POURED CONCRETE MONORS CONCRETE i (ME ECHE000 M SHEET 13) RECUiRFD t"' r E o• A 6 1 Eo i4. 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SL:ONI �s�'�• CONCRETE MENORs g -- _ SHEET µ) OtE ON //1 Q 1 6 -O 1/ )i<.SH- s-0s ___ O 9 O. G 1/2 { 1 I i/p 1 Mm. { H. 11.1• VVE-ap.y/v s us `O 4• iC(pr-M WrtE r . ry EDGE Of 17 oR 18 V3•' r'1_ T\\ 17 i 18 •1' 1CO MIN. E1ta'A RI MORRISW roESOE RR n St,a IF\ APWCMIE t % CONCRETE MCHCRS `•SEE NOTE •--J, EHa3/1-!H. S.D.S. AIIN, f0. ` 0 9. O.C. .•' SM1L MORO) wlw --ED._ POURED CO REOUWEDPfli 131n) (SEE SLRM E ON ON St E 1 OCR SNEE! f!7 `SEE NOTE IStG) «`• SHEET 1 AEWYfD K ORUCOxCRETERe(DCK 00 REONRfD Q KEYSTONE MOUNTING DREn IN TA 1 eTION HV WALL WALK -OVER INSTALLATION N Asa UESCH PREsaee I'ALLATION t Nns uMcuw mex e_D• 'r 1Ha iNSTALunON S' 6E JI • E. 0.., EOOE 0.5TAN[E REMO✓AetE WHEN PEPEOROCD (SEE SPEonCAnOfb QH SHEif 13) OR EENiRuiCE AN OPCPM- EXU [W©ON SHf'ET 19 MR INSTALLATION DETAILS W/ (1) HV BLADE FLORIDA BUILDING CODE Hon High Velocity Hurricane Zorn •• -` 07017 TO.TMo, MC G12017 EASTERN METAL SUPPLY. INC. *: ot 11LIECA■S■S■A■ Accordion hutter System -� - Ap �, • •' TIWT TESTING Amer1con Shutter Systems KV. GAGE #1 w/ OR W/o Kv. w mw HARE Q Qf){{)(� & ENGINEERING COMPANY uss n.«, asa. a. w.:ps, AseeOle}lont Inc. , DEswmnoN wtt DRAw1 en L.e • -''••� P.E. SEAL/SIGNATURE/DATE �.•',Vt4 tll rr+' sRtbr ✓� nRcaA ypxns, Rmd ,vl 1]ONSM-15]0 . !.I : (MOIS71-I"I .-ma: Un«R .0,Nm CD-0009715 W41EA A, IDtU! Jy 1E. "94A u_ 1 41Re7 4268 WestroaEs Drive West PDIm Beach, FL 33407 1 e 3 t 5 Ol0 15-085 1 1/11/t W wtt: /77/11 DRAWING No 1 7—, 07 —= SEE END WALL CONNECTIO ' IT OU 1 SM NOTES ON LoproA RMQ . W L (?I a IN ` c.Wn INSTALLATIONS W/ 1 HV MD W°�® �,,—E.�nNG *,), RACE �o I BLADE W HV C ENTERMATES CVFERVATES PP G,2N M 6 6E© 1" 10 •«©. ®«©.®« SEE END WALL CONK Y`Tlm 00 • ©-&0-@« iMTiNe Guns DETAI ON SN T TO Fe t ` _I 11t11/610'-v 1 ©.®«�9•®«)®. �$ 31/• p` I/•O UPWN urc O coucRETE Ii$' M©_® i METR ' � m 0 /eonou7 t•):II ,a TueE� CE $ Plm ULL, o u' ' CEN ES MI p��N CO.00. FULL LGi(:Hi. 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I oLo is-css 2/2711 MIE: w 2)/17 Tn°rK:(w......—, r°, (°cs)6>I_Tsm 4268 Weslroa0s Drive 2 -^s/,DNA •*V's.. Fttll •- P` °tI°°°°°a.u"" West Palm Seoch, FL 33407 A CRAWING No NALk ..• re-0owe, ^ l/IOfN NALIER A iglrt Jc 0.E • 17-1 O-, P.E. SEAL/SICNATURE/DATE n0PO'A N` r 4t167 ° SHEET ° a OF 20 AUERNATE INSTALLAIIQN" " OC o MA—LE/FEMALE "T" CKS CENTERMATES ,R— LOCKERS 2Z W/ (1) HV BLADE SEE END CONNECTION DETAILS ON SWEETS 10 N IS E07u:1D [[:�' IN .�,�Lmw.aNu eupeOsufx ovNt xs, maalm ex s¢a e. I � O O O b°O ®' � wsu � uxnarsAL �� ewL panwv xo-xrp . l�.a B . T a 8 10 Iwiglm pr ll$ yILLJ. Wf gT uieD w:m rqS I11Lnuw �10 aV Ia�i. �aIT�.1{9u Ilm mH bfJNL lew sl L2 * YR oaR a roA Nv Lonc® . r Im_x, pN YxSL J. t JLNa pw. uwawn. (wx.-" nLRp wtt u .c vex SMLLJ N�f.Jpl[ PIFf f 0!$p. w5 WALfIC]IgFD pY xV�6 CHFARY 1Lxae., vursiwon. xtN mnLr OJON p1 LQYL L-----`---_----___'.'__-------_--_.—__.—__--_--_—�(mli suY O rY 30s _HV, "T, I%�AirsNrtmr s ©HV "T" LOCK (OUTSIDE) 0-20 x 1 1/2" S.S.M.S. 7/8"0 a 3/32" WINGNUT. B G* :IY711 f Y l ON17 11LRM. 4iL. IL E _O Lnc. TILUT TESTING & ENGINEERING COMPANY NSJ �tN. YsN. Y4. M. ]0}. NFCCYA GRWh9, ftd(YN St Pome : (JOJ)WIn J]A , fw : (]O$Bii-1JJi .-a.a: u1.�emsia.l 8-WUA WN.1£N A, 21 14!. PC Lie 1 ROv'Ow q6) f 1HDB-HVB OUT I0Pe0r� HDC HVC §NRMMCALWLUAj&RRAUS SYMMETRICAL HD CENTERMgjgB WV Q! LOCK f XT RIORI W/ R LOCK (INTERIOR) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West PCIM Beocn, FL 33407 +>a' �nttY p 1LCVN R'99©N x]® ICF9 a yRr 0 Ixi N.' WILt RWFK PowyQ [f1LL bW-IeA R M1W rC9 4t tMRiyaffi /iAN MN. Mx OLL(' Q I= Accordion Shutter System H.V. BADE #1 W/ CR W/O KY. WNDON HAEE KING No 7-107 ' FORRED CONCRETE OR MCRETE BLOCK WALL �TWUiEO CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE ODREO CONCRETE REOUMEO BLOC( YIAL RECLINED • • i BLGCR WALL REQU RED OR CONCRETE BLOCK CONCRETE REQUIRED CONCRETE ANCHOR-.,Ex15iMG e 16, O.C. EXLRINC GLASS /3 ' G(A55 (' ,f > ExtSiING GIA55 E%bRNC 2' MIN. �( r / �_F �O — 3' MIN. GLASS - I IAN, SEFSFA¶av OEC !_l �MLON _ EO EO M Gass (SEE Ity'i .�A19 ON Uk ' MR SEPARATION . SaRAxE CN 9f£( I/161]- MAx II FOR sACS(DANO (6063- ON s 19 � AS m& ROQOAE ON 9f E, - MO ((• To aAss (LOCATE AT Hitt R SIDE l ON SHEET 19 FO( M. CLOSER eOAS �&Q� PLATE, (LOCATE 1/2' AT EITHER SIDE LIN , I Ov 4vFET 19 1/2. TRA03®&® l� 11� OR CLACEQ iONSifET To '. Of ) I / �'✓) eAnCsoi 1/2' MIN. 1 /[ I ♦USE ,' OR 2• MAx. I 1 8t0.0 Ib50.0 p10x1/Y S.N.S. _.!! I(AS ___—_ "` a IS' O.C. , I _—_— — APPUCABLE { I _�_ —_� A UAININ CUP)ANLLE/B'i0 (61RO-T6 ALLOY) AT MOMIDICHT 4 J (1) 81091/2' S.M.S. TO©& }\ ro 1*0 WALL. 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(LOCATE AT l OR EITHER SIDE tlFo) OOR ®' w e 2 w 8 SIDE CONNECTION TRACKS i i w�w®•®•© gK,yw TO TRACKS w 6 ) w B •�• •®•©'OT .Ofi 'l'.Y"®°' SEE OCTAL x Po Q1� y SIDE CONNECTOR TRACKS �•©• Qw 80 10 •®s KKY�' NSYY 1'A. ��AA ®�•® ®'® ®^ O6'V' w�"L'X•®'YJ'QY'® ®'®a© Q4^'O ®• END CONNECTION DETAILUI END CONNECTION DETAIL 22 END CONNECTION DETAIL 3) END CONNECTION DETAIL ONCRETE OR • REOURED ONLY FOR SPANS GREATER 1WN GLASS CASTING CONCRETE REQUREO BLOCK WALL— L CLASS SE%ISnNC 1xFl. 5(PAWnaI TO GLASS (LSE a+SEE SION0.QACO! t PIDY1/z' Sus' Cifi'04 ' D ••+.••��............: "S__�_�__T ,.___ III OKA COIN TO .,`/2' uM, �O O CONCRETE Otl�1 q AKC O& ® ,2• I"ITi� EN OM9 av S6FT 4 f — __ ____- - .._ �OROOR(qOR@ ANCwpa� a IB" ' ED 19 FDR 5 aACEsm&® aR l 1 2MIN. 1—� __M�_ _� L - 4 2' YIN' ED _% d �OROOR I�OR / 5 2- MIN, v � ♦ 5[E UMRAngNS ai VSE FOR fiUOE ®ON SHEET 19 V�CW �OR®OR I AOR l®CR 1© VIEW v Y / I i I OR ®' PLAN 1 OR ®' DETAIL X WN1 ` ®w©.0. w�.® ®®d'Dw©'O'O'®'®°' O�®-©•Q�•p•®• END INSTALLATION Cwoc�°MeLOC \ ,o�®•p.� ®> ` ©•O•©-©•OO•®- (I HV BLADE 60.0•©•©•TO• OR HV WINDOW BLASE INTO END CONNECTION DETeII SQ BQ•®•®•®• CONCRETE OR CONCRETE BLOCK WALL •®wp) , CTIO N DETAIL ©O•®-®•4�•�•® - FLORIDA BUILDING CODE Non Nigh Velocity 166COOe Zone ` q IL11VCF( - O]OI> 1LL1E[ ®YOTT EASTERN METAL SUPPLY, INC13E. t�� r„� A�S�S�A� RT A TM Accordion Shutter System • _— 'PQ'.y�•^a2VY ' American Shutter Systems N.v. xE , w/ OR w/o Kv. wmw mAm TILUT TESTING & ENGINEERING COMPANY 6xv xn, oau. A980CIO�Ion, Inc. L1., o[[wnmoN DAn aw.v sr: LS L51Y _ i x. 9a. xa. wvicea 4u9eNs. nR60A vI 6Noa : (305}6J1-1!]p . Fa.: (]J5}6f1-ISh 4268 Wes,_.. Olive , MO 15_088 /I OMA 07/27/I7 ., SJ4NAL «I ds '"10� °a'`^'" West Palm Beach, FL 33407 a DRAINING No ............. ...M"'I nKRR A .Ic A 17-107 P C UA1^/CICNdTIIOt /I1ATC M, 1 hORAb Mt } Nt6) 67 s •,• -,� ONE H.V. LOCK U or 0 LOCK IS IV/ NO LOCKING RI CENTERMAT@ 28@ 29 W/ IW-i"T' LOCK 30 W/PNO L0 AiO. 0f9LY WALL MbJIYNNG tt✓bR/CDUNa M.11 NOUNf4YG MAXIMUM SHUTTER SPAN- 'L+" IL OR 'L-' (ft.) FOR INSTALLATIONS W/� g ar ONE HV LOCK to ® or W/ NO LOCKING RODS (SEE NOTES T, }T) CGUCRUE & IN So WSVW ItliTbTONS so serve wuc*swc wau uolJrmNo we y J OR-1M1aOR/CnLING YOUMR:G SCHEDULE A3 AXIMUM SHUTTER SPAN* %+' OR -L= (ft.) INSTALLATIONS IWIMIETRI & 1/ ONE HV LOCKS OR W/ NO LOCKING � OOS (MUG FOR MOUtaIRe SHEET T) CO CRE E A6A. anso, I^t$TALL4TION5 a""min�`^. fDt1J RxR/cwNc NDmmxG aR YI M - IN JS R'-2' tfi'-t0' 40 45 IT-4- 14'-J' 50 17-J- IS'-1' 55 11'-1' ry'-p• fi0 10'-2-2' ID'-tl' GS 9'-5' 10'-1' TO e'-9' 9-4 75 R'-O' INSTAL A31ON tEGFNn CONCRETE & MANSORY WOOD IVALL A, B, C. D. E. M. N. 0, P, 0 , MOUMMG F, K & L eL S. & V. FLOOR/CEILING MOUNTING G, H. L II, J T. U. IN& X & M 0 MAXIMUM SHUTTER SPAN 'L+' OR 'I! FOR INSTALLATIONS INTO WCOD SHALL BE UMRED TO IDS psL ASA. DESIGN PRESSURE RAPNC. t HV CORNER CENTERMATE NI MAY BE USED AT ALL MOUNTING IISTKVSIONS LOCKING SPECIFNC TDNS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 05. SHEET S. t1 EXCOPT THAT MAXIMUM SHUFTO, SPAN 1.' OR 'L--' AND MAXIM%W AS.M CESIN'G PRESSURE RATING FOR INSYALLATONS INTO CONCRETE OR CONCRETE BLOCK L SE UNITED AS FCLLONS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +04,-72 5.of, µ0 8'-0' SPAN. SEE MOUNTING&ON SHEET ), SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" HV BLADE e2019 RLRCO, MG. TILLIT TESTING & ENGINEERING COMPANY eJ55 raw. Jere. III, n., ass... LAxeoe, Toa A' Muw : (1051571-1539 . Po+ : ousen-IJJI e--aa latmRod..o-�. B-OWBT9 wµORI A TNJI FLORIN Uc. / u197 A.SuS.As American Shutter Systems Association, Inc. 4268 Vleslroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A OMEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPµ FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE LUUNMUMI SPµ MR WALL MOUNTINGS (TOP/80TTOM) OR FLOOR/CEILING: GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING. DETERMINE MIIMUM SPµ 'L+' FROM SCHEDULE GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPµ ' FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPµ BETWEEN 'L+' µD -L- (3) PROCEDURE TO DETERMINE TAAXIUUM SPµ FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CETUIC MOUNTINGS: FOR A GIVEN POSRIVE ASS. DESIGN PRESSURE RATING: DETERMINE: U+= MAX SPAN FOR WALL MOUNTING MOUNTING AnONS, INST RC SPAR FOR FL00R/CEILING MOUNTING INSTAlUnONS. FOR A GIVEN NEGATIVE AS., DESIGN PRESSURE RAnNQ. DETERMINE' LI-. MAX. SPµ FOR WALL MOUNTING INSTALL OIONS La-e MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTAL1AnON& FINAL MAXMUM ALLOWABLE SPµ IS COMM, Ip THE MINIMUM BENNEEN 'LJ+', 'Lai . 1= AND 'LJ_' (4) GO TO µCHOR SCHEDULE WITH FINAL MAXNUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM AUiCHOR SPACING. Accordion Shutter H.V. BADE Rl W/ OR W/O RV. 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TILLIT TESTING & ENGINEERING COMPANY L. &Cf xM, lEu. H. Su. ]C5, Wpy VgppS, RgEG ]]r6 r 11C rma�e: t.>osk>1_Isu.eo.; t]as7e7r-uv 1 111 -mx� N�«eeocl.m„ W4tGt A TIM Jr. PZ )ATE ROM" 1 f 44167 M RVANCEDNOLOGYID-SET • SEE ANCHOR ] e ♦ SPECIFICATIONS ;3 ON SHEET IJ s 4 _ s _ _ e 7'e ♦ *SEE UUNAPONS OF USE FOR fa ♦ ] 61ADE 0ON SHEET 19 6 ♦.S - - e e.s e ] s _ _ a s ♦] ].S].S e ]e riHV BLADE OR nHV BLADE W/ Q& HV WINDOW BLADE ; - WORKING IN UNISON A.= A/ V / V /A/ ATBTAss $ftU}i0F sy9jOT9 ASBOCioflOTlr Inc. 4268 Westmods Drive West Palm Beach, FL 33407 Te on Shu ter S Accordion Shus"etter System FLV. aAnE a1 W/ aR W/0 HV. 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AND DISTI BUTE0 BY ALL POINTS SCREW, BOLT & SPECOLTY COMPAW OR ANY DINER AFPROMED LICENSED OR A IHORZED VENDOR REGISTERED WIN THE A2ERKJN SXI1DSt (YIn. v.- 3 I6I) SYSTEMS AS54`IAPOR, MC ALL PANTS SOIID-50 BUIE TIF W/ Cµ NOTES: TAPPER+ XI) MINIMUM FJABETMFNI INTO PWRnf CONCRETE OF TUCOY OR TAPCON W1IN ANA M THRFADMRM TECHNOLOGY ANCNORS AND WM* ANCHORS S 1 3/4'1 µO FOR BLUE TO W/ CAP µCHOPS IS 1 1/2'. 42) WHIMUM EUREDUEW OU 1/4'9 A 3/4' ALL FORTIS ENO -SET µ,HORS SMALL BE ]/W INTO THE POURED CONCRETE ND EMBEDMENT Sez ymAnpxg of OSC Fw NAOE a OHT f0 INID BNCCO RNAAy RE PERWRED. 1/4'0-20 S.S. MACHINE SCREW USED MUNG MULL BE 1 1/2• LOW MINWUU SHOULDUCC STO LOW, AND 1' MINIMUM FOR WALLS WIN NO STUCCO. A]) IN CASE THAT PRECASZ STONE• PRECAST CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND ON THE C)OWNO WALL OR ROOK, ANCHORS SHALL BE LONG UNDYGH To REACH THE MAIN STRUCTURE BMW SAID WALL FINISHES. ANCHORAGE SN4.L BE AS INDICATE) ON MOM A1) & A2) µOVE FOR MSUZIAPONS ON MNY. SIN ONG OR FITS WM AWI METAL STUDS CONSULT 1NIW EWATER. FOR IP$TALGPON INTO On on" METAL WINDS SEE SHEET 20. (6) TO EASPNO CONCRETE BLOCK: (AMN C-90) - f /4'6 TAPCON CR TAPCON YRIN ADVANCED TNREAOFORY MCHNOOGY ANCHORS, AS MNUFACNREO BY I.H.W. MOOR. - I/4'1 • 3/4• ALL POINTS WOOD-5E1 ANCHORS, AS CISFRIBUEEO W ALL POINTS MOUNT. BOLT L WECI4TY WWAN,, - 1/4'0 BANE TAP CONCRETE µ ,on W/ CAP AS MµUFACRMA BY ,,, F,M,H R, CREW. INC. I/ro C IPµMOsiry OTHER APPROYOD OR AAVMOTI EAO IAMOR REGISTERED WITH FINE NAEROMI S,,, R SYSTEHS FS$OCIANaY. INC. NOTES: R.I) MRAUUN EMBEDMENT INTO CONCRETE BLOCK Of TAPEON, BLUE TAR W/ CAP 0.4NIORS AND TAPER+ ANCHORS IS 1 1/4' AND PJACON WIN ADVANCED THREAOFORN TECWNIDG{ µCNORS IS I-, B.2) MINIMUM EMBEDMW OF 1/4'B A 3/4• ALL MKS SCUO-SET µCNGRS SHALL BE ENTIRELY DIRECTED INTO THE CONCRETE 9,,1, NO EMBEDMENT INTO GRECO MULL BE PERNIIE0. 1/4' 0-20 SS. MACHINE SCREW USE, SMALL BE 1 I/7 LONG MINIMUM ,WL, STUCCO "ST. AND 1' MINIMUM FOR WALLS WITH No WUCCO. IN CTSE IST PRECAST CON"E, PANELS. 8.3) NG WALL OR nook MHO ON ME µ'CNDRS. SUHALL BE LOW ,FRO FROWN TO REACH THE MAN STRUCTURE MIND SAIDt� �g5HE5. µt OP.WE�SULL BE A, MDICME) ON NOTES ILI) R &Z) AMR. MR INSTALLATIONS ON MUTT- S1O10 OR EFS WITH OR WITHOUT NO& SRO, Ca25ULT THIS, EN,,M TOR INSTALLATION INTO EIS WU, METAL STI SEE MIELT 20. (C) ANCHORS SHAU. BE INSTALLED FOLLOAING AL OF THE RECOUMEWAVOW ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACRRER. (0) SEE SCHEDULE BELOW FER IMF nmeurc )rn1. u.nE.F ro.r... -n ............ ._.... lA ♦ L113 =/ LI•A♦ 0 EDGE INSTANCE V Rc C SPACING SCHEDULE FOR ANCHORS, NYIIMLM ANCHOR SPK9:G5 ME VALID FOR. RGE 0W"NCE$ ASTANS BLLOW. FOR E. D. LESS THAN ME INOKI REWCE ARMOR SPAMNG 8f NUOFLU1O 5PA"N0 IN" ON SCMOULE BY THE MLLOMN9 FAMDRS REWCEO STAKING GDT. USING FACTOR SPALL NOT BE IISS THAN MMIISUN WPACxiG MOIGiEp FOR USN NENDR TYPE.AC UAL FACTOR EDGE TAPCON TAPED N WHIN ADVANCED TNREADiORM TECHNOLOGY ALL POOR SOLO SET BLUE TAP W/ CAP TAPPER + OICfANCE ED. N. SPAOTAT - 3- MIN. $PACIW - 3 MIN, y+KINO - 3 1(2 YIN. SPACING - J' YIN.. SPACING ] ]/♦' 4• POURxGEk MUM W cNL,E 03aEtE ROOT 'o-aCONEDEDTE 4 Q&T& ROOM .1 ED.- -4 ED.J 1/2 UH S CoN taN J' fA 0.90 AT OD8 1.0 0.84 1.0 2 T/2' - O.BT 1.) - - o.@T 1.0 2'- 1 3/4' 0.43 - OM 0261) thiECO. IHC. P'^ IECO r TILUT TESTING & ENGINEERING COMPANY 631s w mt,, Al seE s9s, ,ACNA, wows. 1L,wA v c1' P60M : (30 e}BT1-11J0 . FvA : (JW)911-1331 YI -mvB: flhceOcvly„1 tl E6-D%w ] WFUA I T, P.E. ROMI I, N¢A Uc / 4416) A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive WOO PGI)n R@GCh, FL 33407 METAL SUPPLY. INC. Accordion Shutter System RV. MADE #1 W/ CR W/0 KV. 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INC. i IL ECO Inc. tJ/��tJ/ TILLIT TESTING A ENGINEERING COMPANY W» -,A .. MI. su M x`W. OMm06 ft w RIV?!,fT�r,� I 1?`\,. NAL EN FNene : COCN}371-1" . fa.: (305)871-1ST GCB 11MO6if9'cwn W ERA TRMT 1, R.E. I %fif`I.iATI me 7n. r� T1ORON Lk. 144197 or©or© Como I CLASS-1 —Qi 1 BIDEWS wsw HOP ) WASHER HEAD UK i SCREWS O IY o.c _- OF DECK IF — ` .�— APPLIGBK 1/4b TAPCON OR TAPCON WITH ADVANCCD !• NON. THflEAOfORM TECHNOLOGY W/ 1 1/2• Min. PENETRARON OF THAWED AREA TO EXISTING WOO) HF . (SEE SCHEDULE ON SHEET IS) A.S.S.As American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 w CODE (I, APFUCA&E) EXSM-0 WOOD TRUSSES OR ROVER O 2s• O.C. REQUIRED XWNG SOFFIT /t Mm. THK. ''N11/6• WAIT, ALUM. WE e00-T6 ALLOY) W/ 3 )1 /16•P US SCREWS TO ACH RAPTOR CR muss. OUTE LAD SCREW$ AT "MOTH Or pumN6 WOOD RENDER. (2• Mr NOMOML Dfin) W/ 2 M:n. AETNA IN Or THAWED AM VAUD FOR NSTA-ATIONS WITH 72PO A ASO. DESIGN LOAD AND g 2•.6- MIN. 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B THA T1A Accordion Shutter System Itv. aeBE B( w/ OR w/o Kv vnrmv annE Ly I /27t1 CAM 07727/17 2 EJS-OW� DRAWING No 9 s I17—tO7 • 6't I I/2'+ aau' itlic+ un, ISTu M65,) GAME .P 4EiLL 51U65 AT IB' OC. O .-. oms• mlcN Mm.I 43c 43c nX, I% GH5NNF1, j a b' O.C. O 6' MC RNE .P tsn. b-8a Trzx[0 ro slws x• rzb StaExs cN I EXenxc cwrsx TEAtpF rAEf I AS MPUCnbLE EXISTING GLASS -ti MIN. SERIAWIM To GLASS 4w(SEE SCHEDULE) D CONUMQNS OF USE FOR BERTHA T HV B enc p ORDION cHI1TTCR c_�Y_.cTEM INSTALLATION TO META D WAILIS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING:Q ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ I24 HV LOCK ARE ALLOWED WNH 21 ARRANGED A 'METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. O 6' O.C. �O v O.C. - - L�� SLADE SLACK DETAIL HVF IS ALSO VALID FOR -- -- _ _ 1/2J2 3B CENTERKWE 21 APPLICATION WITH BLADED d -- - - -- 1 4J6 ss' 1HICX "' �VlfdEf'.� 6O.C. 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