Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONI' BERTHA H.V. ACCORDION EHUITER SYSTEM SIIOWN ON THIS PRODUCT NA MMON DONYDR (PLO.) HAS BEEN VFIOi1Ep MR COLPWNCE IN ACCORDANCE CORN TALE 2017 (Bw [DNgNI) OF 111E nOWDA B114D1NC CANE THIS ACCORDION SxUfIFR SY51EY SHALL NOT BE INSTALLED AT RICH VELOCITY WIDWANE TONES. DESIGN WHO LOWS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABWE MENTIONED CODE FOR A BASIC WHO SPEED REOUOEO BY THE JURSDICTION WHEN, SHUTTER WILL BE INSTALLED MAIM A ORECWNALIIY FACTOR Ke-045. WHO MCE 7-10 AND SHALL NOT EXCEED THE MAXNUM (RSA.) DESIGN PRESSURE RATINGS INDICATED ON SNEER 11 MRN 15. 19 & 20. IN ORDER TO YE01Y THE ABOVE CONORgN, ULTIMATE DESIGN WHO LNDS DETERMINED PER ME 7-10 SHALL. . BE FIRST REDUCED TO &S.D. OM14N WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX.'(ASA) DESIGN PRESSURE RATINGS INOIGRO'ON SNEER 11 MRU Is, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND µ[HORS ON THIS RED.. AS TESTED, WERE NOT MER STRESSED, A DO S INCREASE IN ALLOWABLE STRESS FOR WHO LOADS WAS NM USED IN THEW ANALYSIS, HOWEVER, A RAND DURATION FACTOR CW1.60 WAS USED FOR V FIGTMN OF FASTENERS IN WORD, BERNN N.V. ACCORDION S11UnaR SYMAI'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LCA, HAS BEEN vE MS N ACCORDANCE WIN SECTION 1109.1.2 OF ME ABWE MENTIONED CODE AS PER R REEroR15: -HV BME OI 10214.01-OD, f0715.01-03, 110CLIN-05. /1214A1-05, 10317.02-06, fOGNAI-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND AsIY E-IEB6 AND E-1096 STANDARDS (MISSILE IEYFL D. WHO ZONES 1. 2 & 0) & /122D.01-10 AS PER TAS MI. 203 & 20 PROTOCOLS IARGE WSSCE. -W WIMIN BLADE 0 f0se5A1-GIB AIL PER MR E-1066 AND E-1990 (MISSILE IEVEL D, WIND ZONES 1, 2, 5) R MC PROTECTION ONLY AND / M5.01-88 AS PER IM 202 PRDICCCL 2. HY EIAOEQ, AND HV W0100W BLADE 0 ME EHDWEEREO TO MIN IN UNISON MATH EACH OTHER UNDER THE GENERAL WEAPONS AND WNXT1pNS W USE NDICATED ON SKEET 19 5. BERTHA HV, ACCORDION nN5 (W SCREWS), Lem AT SLANS I KNIE µD MR DIRECT MOUNT COHIffCPON TO TRADE SHWL BE /14H2.75- AND 114.1.75- ROPTIMNELY, 41C-HT WMNUY SERE STAINLESS STEEL SCREWS WITH Me bF WELD sn"NGM µD 'BOW TENSILE STRENCHL P06 SHALL BE COATED WITH DERMA W NCRDSNIELO CQkMG SYSTEM AS YANUEACTURW OY CCATNG APPLICATORS, REGISTERED WITH ALONAH, SHu11ER SYSTEMS ASSOOAryON. PINS MUST BEM ME W WHY,,,WHY,,,ON MDR NEW. APPROVED 4. ALL ALUMINUM EHMUSIONS SHALL BE ALUMINUM ASSOCYTON ALLOY AND TEMPER AS WCIGIEO ON SNEER 2 Me 5. MINOAN WELD STRENGTH FOR 5069-TB ALLOY IS 5D.0 W AND 05.7 kN MR 6005-15 ALLAY. 5. ALL SCREWS TO BE 9TNIAESS STEEL 304 OR 316 AS SEINES OR CORROSION RESISTANT COATED CARBON SEER AS PER ON 6W18 WITH 50 kM MIN, VIELD STRENGTH AND 90 MI MW, TENSILE SRENOOL AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.0.4. 6. BOLTS TO BE ASTN A- 07 MVAMZM STEEL. OR NM 304 DIM 316 STORES STAINLESS ME. W1M 55 kM YINHALM WELD STRENGTH. 7. SEE THE FOMVMNG SHEER FOR ANCHOR SPECIMATOH& W ELATE (D 12.13.14.15 AND 20 W BLADE 0 & 0 WORKING IN IRMN: 12. 13 & 15 & INS BERTHS HV, ACCORDION SINKER SYSTEM REVS A U.S. PATENT 16779M2. COMPONENTS OF THIS APPROVAL ME COVERED, IN WHOLE OR LV PART BY U.S. PATH fS'458179 1SSUkD TO EASTERN METAL SUPPLY, INC. 9. IT SHALL. BE THE RCSPORMILLTY OF THE CONTRACTOR TO VERIFY THE SCLMDNM OF THE SF,,,, WHERE V,,,, R M BE ATTACHED ED IN,Mn PROPER M,,CRAGE, CONTRACTOR TO S[ALJCALILI( ALL SHUTER COMPONENT EDGES WHICH ROMATHIN,N,THIN,FASIEMNG IN CONMNOUS CONTACT WILL THE BuILDWG TO FRDTIVT wN0/PNN WIRusIDN. 1o. EACH UNIT WU BEM PERMANENT IMM1 IN A VISIBLE PULE WITH WARRING NOTE: W O PERIODS OF HURRMAVE WARNINGS NWE OWNER, TENANT, OR OTHEIM MUST PROPERLY CLOSE ALL W AND IN CEMERWIES AND ENGAGE OR LOCI( ALL 1N AND ND LOC,, 11, SHUTTER WAUFADTORER'S MEL SHALL BE LOGRO ON A RF/AILY RISIBLE LOCATION AT ACCORDION SHMER N ACCORDANCE" SECTION 1709.9.5 OF FLORIN DRILLING WOE ONE LIBEL SHALL BE PLACED MR EERY OPI N IC. MCLWO TO COMPLY MIN SECTION 1709.92 OF ME FLORIN BULENO WOE 12. BERTHA N.V. ACCORDION SHUT ER SYSTnO INSTALLATION SILL COMPLY WTI, SPECS INDICATES IN THIS DRAWING PLUS ANY B=WO AND ZONING REGULATIONS FRONDED BY ME JURISDICTION WHERE PERMIT Is APPLIED TO. 13, (0) MIS RED. PREPARED BY THIS ENGINEER IS GENERIC AND WEST NOT PRUDE INFORMATION FOR A SITE SPECIFIC PROTECT; I.R. INHERE ME SITE CONDITIONS DEMTE FROM ME P.C.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PLNRM M0 RREMIATON MMOINO IRE SAFETY OF THIS PpWUCT. LASED ON THIS P.ED.. PAMOSI HE/SNC DOES NOT DLV1ATE FROM THE CONDITIONS DEEMED ON THIS 000UYENT. WNSTRUMON SAFETY AT SEE IS ME CONEMINDR'S R,p,,MBILM. (1) THIS PLO. WEAL BE CONSIDERED UNA12U IF ALTERED BY Nil' MEMO, Td) SITE SPECIFIC PRNECTS SCULL BE PREPARED BY A rIONDA REGISTERED ENGINEER OR MOVER wilm wu. BECOME THE MOHER OF RECORD (EOA. FOR THE PRMCT AND WHO WLL BE PRESPONSI$E FOR ME PROPER USE OF ME P.M EIMMEER OF RECORD. ACTING AS A DELEGATE) MONGER TO M.E E PD. ENCwcN SHALL 5u6MT TO T0� UTTER ME SITE SPECIFIC ORAWJIGs FOR REVIEW. (R) alwaAL PLD. STILL BEAR THE RITE AND ORxwL. SEAL AND DGGNRE Or ME PROEFSAO IL ENBIHEENt CA Kea" THAT PREPARED T. GENERA. NOTES SHEET 1 SYSTEM COYPONENR 1-20 SKEET 2' SYSTEM COMPONENTS 21-07 SHEET 0 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL eBEe O• ) ' BLAUE l7 AND HV W"NDOW D ADE hA (WHERE APPI I AB E) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRME/BLOCK SHEET 6 INSTALLATION DETAILS C-11, CONERER/BLOCK SHEET 7 CENIEBWTE DETAILS W SHEET B CERERMATE ALTERWTINO DETMS W SHUT 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXWUN SPAN TABLES SHEET II ANCHOR SCHEDULE- CRRCRER & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SKEET 15 ANCHOR SCHEDULE- CONCRETE & BLOCK SLEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SLEET 16 INSTALLATION DETAILS S-K, WOW SKEET 17 END CONNECTION DVMLS 7-12 & X. WINO AREA 3• HV WINDOW BLADF flA SHEET 1S ONI Y TYPICAL SHUTTER ELEVATICN AREA 4: HV WINDOW At ADF M ON SHEET 19 V INSAUATON DUALS. METAL STUB WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11'P41...........F,, 02017 anCO, M. 02017 EASTERN NO& SUPPLY. INC. AAA/:'vZENSF+.,9 ER TM SCANNED EEC O lffa. A.S.S.A. Accordion Shutter System B`, (f}J' : •p : N.V. HARE ®1 W/ LIR W/O H.V. WNIM HARE r ,t 111c 6F% 1 TILLR TESTING & ENGINEERING COMPANY A2naflaan ShMNOE SyslBlna N. H I'MRIPOON 01E oRAxli er: L.e St. Lucie Co P 4nk "'W. x °` M.. D5 W e G wDM, n m Association, Inc. o B Is-aes 7 n i N O D7/27 n M—: a9.)6T-160G.. F..: (J06RLA1_IAI 4268 Westroods Drive 3 County �fss,,..........C�aA1,A m6LD W�w6o6a .wm Wes! Palm Beach, FL 53407 2 DRAW NG Na /TACT ,,, Wu7LR A RW J.. vL 17 _1 a7 DC fCnld[ICfeAylTor /nei(.' FLOfl6t lk. f 44107 IDER US PATENT y 5458179 / WINDOW BLADE OF USE OF GLAD ON SHEET 19 ©HV ADJ_ ELOOR TRACK OUAUFIED FOR USE W/ HV .R 9A' q 00J' OBJ' L � 'a60- i ' >- e2a 1.aea' 11 HV TIN HAD R 0 FlEO FOR USE Y// HV BIADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER (1 o SIDE ANGLES O ALIFIED FOR USE W/ HV R. PA (DR UNIVERSAL FLOATER OUAUFIEO FOR USE W/ HV BLADEQt 6005-T5 ALLOY AND TEMPER 0 HV HEADER/SILL QUALIFIED067RT6 aLEo� AND BLADE (�ONL ALUMINUM ANGLES OUAUFIED F0$ USE IV/ HV RUDE 1 ONLY. 6065-TS ALLOY AND TEMPER ®HV DIRECT Ma QUALIFIED FOR USE W HV BLADE I 6065-16 ALLOY 'A TEMPER, SOHV WALK —OVER TRACK OUALIFlED FOR U($�)E W/ HV B A0E I 6065-TB ALLOY A 0 TEMPER COMPONENT A 9 TI T2 © 2' 5' MAY 1/W I/W ® 2• 5• MAN. 0.192' 0.192- 19 2.5' )' MAY. 0.180' 0.190- ® 2• 5' MAY 0.139' 0.131' OS HV 90•/180• STARTER OUAUFIED FOR USE W/ HV BLADE VJ 6065-76 ALLOY AND TEMPER S9a' N] 12 ' .920 O9 HUTFRNRH USRACKHV BLADEQ ONLY. CORNER POSTS LIFTED FOR USE W/ HV BLADE D �T6-ALLOY AND TEMPER HV RAINGUARD QUALIFIED FOR U($)E W/ HV 6065-T6 BAl1p Ek TEMPER. NA5 111•' Va.\`•` I( �P..jCENs�: /y, • 'r r`At/(� t aaa TA7Epf ; fs ••. �AIDP.: a'A, 1555+'a'1111 'y s7f0j • ccvs, 1\41 P.F. •Tlp Gi,IbS4ASr/nATC 02017 TCaCO, wc, IM A S S A ■ ■ ■ ■ American ShUHar Systems 268 Weallon, Inc. 4268 WeglrOOtls Orive West POIM Beach, I 374G7 02017 EASTERN METAL %PPLY, LYC. 13E RTHA VTM Accordion Shutter System HV. BADE #1 W/ OR W/o NV. WINWN SAW TILUT TESTING & ENGINEERING COMPANY W 3 Z, : 5 71 153 xSFw (3w38'-'M 3,e PAMc: (]O.-A : p . EaT : (]05)871-A31 �PSNase]ae a e R A 2Wa Jr. P£ naRW Lk I "IW . N p[SCOPRON wtt L� DD 13-oes T v I we aARc 07127117 2 2 DRAWING 1N. 17—' 07 A 7 AA4 R monr D.LVAnsn HV MALE "T" LOCK CiM LOOKER FOR "T" LOCK CEurcRMATIF QUALIFIED FOR USE W/ NV BLADE I ONLY @ HV FEMALE "T" LOCK GENTERMATE QO HVHV "T"L 6063-T6 ALLOY AND TFNPER UALIFIED FOR USE W/ HV BLADE IQONLY QUALIFIED FOR USE W/ NV BLADE 1 ONLY OUAURED FOR USE 6063-T6 ALLOY AND TEMPER 600-TO ALLAY AND TEMPP W/HV BLADE (D ONLY. 3 ND CE OUALIFIED FOR USE W/ HV BLADE 1 3: T 6063-T6 ALLOY AND TEMPER ® LOCKING RODA OUAUnED FOR USE W/ HV BLADEQI 6063-T6 ALLOY AND TEMPO INSTALLATION WILL REQUIRE A 7/19 6063-Ts l�'�I E,1V 33)6A"0( 1161 >y 6 n uL1nf3 CENTFRMATE'S INS QUALIFIED FOR USE W/ NV DLADE 1 & 1�1 6063-T6 ALLOY AND TEMPER t1/z' �tN'A (5-JA HV 1 /4" Q-90 AISI and QUALIFIED FOR USE VE/ HV BLADE(j) oz6n TA1eco, Inc. i li MR C 0 INC. TILUT TESTING @ ENGINEERING COMPANY • are H.W. mtx. s- N< ML "RRJ4 Ogan , Ram. 33 t _.1 Pnw : (305)F71-1530 . Fo.: (3051371-1331 �Iril� �r HV EGRESS LOCK QUALIFIED��oR USE W/ HV BIADE(j& ONLY. " 10• .360• ATNER RNLIIN BEFORE RNONG 1Z4"0-20 RIVNUT* ;)0)r-T3 NWIt UMS IIFVGE Tls n0. As NNNFACNREO Or AVpp M. Nce Jp3LY 010N Or nIWL 0 HV ALTERNATIVE LOCK OUAUFIED FO$$ USE 3Y/ HV BLADE v ONLY. 456 : d 3.5• "a oa0 a a• go _ `THIOATUAN CrUNDER OR REY CrIJUDFR OA75' Ma. 1 .125' Max. *W�m RURN OO OFR 1.)6 U... BY REGENT WOW®u0RMELOCI SERIES QUALIFIED FOR USE W/ HV GLADI A.S.S.A. AmeHcon Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2017 HOOK BOLT LOCK. INC. Accordion Shutter System Ky. RAfIE ®1 W/ OR W/o HV. VWUOW HARE !AWING No 17-107 SEMBLY SCHEDULE FOR V HV iIAECESSED rFiVBLADE NYLON BUSHING RECESSED NYLON BUSHING HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/I6" THICK NYLON WHEEL, 0.188"0 AISI 302 SERIES B.S. RIVETS 4® HV 1 3/4' ACCORDION PIN W/ #8 HEAD x ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD s ® POLYCARSONATE IMPACT RESISTANT KV WINDOW I) HV PIN ® SHALL ALWAYS DE USED AT ALL EXTERIOR 3�FIRE 30TTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR IV (9 BLADE. R;1QAL 5BUTTER ASSEMBLY ;2) HV PIN ® MAY DE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(tD )LACE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. oaaa' 3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER T P. HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, `HEET W) Izorifil 02017 MMM. mG 1 TILUT TESTING & ENGINEERING COMPANY mm ItV. U. at., SU. am. \59Pll{ pNpFNa. R ]a Prone L OosMal-lsas , ras l (2asM71-1!]1 e- a ta006710 aaa e-owana WMR1% If Jr. P.L. rtaWat Ue, r 44167 BMDE'S xNIICKIE (m7 2 EXTERIOR TO OWE T A825• [lla[ 1 .la>s'ILf�,_,.� �i 1sh1 HY - auDE .0525' ifFm I-2 L625 .002v ♦1 a I L�• : Le ill :LE tee_ !21eo L. _ ZL l k' e:1_e,_ INNOVATIVE PLASTIC LEXAN 103 (SEE NOTE "F" ON SHEET 19), POLYCARBONATE SOURCES FOR 4 2rv11cat etaar mru. nugrtms s*wawa aAsse snore w.•nn anLLLTdY ury arm acn ro,m[ vcm mvmry ulx wv n.a +ALa a+L nL\1M! 6,9V4LX I.1 y4 ASN S,Loo 1 ,eM ALL L]MO Fel 23du6.,6 uYL4L+ ANfQi 010 aYN Oro! Na(W 0."L ]LI.YX, 0.e1 xo:am uoo tWY®mST un mm M nw! n nwM s,wxc ovmn ury meu as a eta a xu rerz n m, wo uLu oau o-taus a-1 aus W. a,ofe Iwo -r om r ermffim: tm mm m, Y1p traleaRM. KN 44 YIa3 0+e ema Rvt mLN^ae(a eat[ slmm enaa aunaux 2.nu em eu, P"1 emo wa A.s.s.A. American Shutter Systems Association, Inc. 4268 4Veatro-- Dr'ne West Palm Beach, FL 33407 Accordion Shutter System H.V. RADE g1 W/ OR W/O H,V. WNDOW RAGE iftpt. x, erscmrmx mrz duwx or: u. 1 00 15-085 57/n,17 ¢aft, 07 27 17 2 DRAWING No 17-107 R. U.Ua Itt���ttttttt�r,�n�en���p�i' t�run 1 OOO0. O. 0 m uIr TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. M OF CORNER CENTERMATE •NFTsRS-'/j-N HV LOOKS AND GENT RMAIE 1. LUA9ATORY MNDIIIDN /1e ONE HV LOCK 0 er @ SHA. BE USED AT 1 OR 12' ABOVE OR B¢,OW 2 OF SMURER SPA4 FOR BPANS UP TO 10E', ELEVATION. W LOCK (B or W MAY BE USED AS AN INSOE OR OUTSDE l5t OENIEflMATES 1/4:0-20 t 1/2• LONG MT HEAD S.S. U. LOCATION USED AT STACKING SHUTTER ELEVATION. BE OF SHUTTER SPAN FOR ANY SPAN i0 FOR INST TIONS ANY ATTACHEO T0,6 OR IITO-Ofi� LOCKSHALL BE AS 'UROY PURPOSES, UP TO TWO WV LION OF LOCKS TO CENIERMATES SiURRICANE POSITION, BUT MAY OR AN ALTERNATIVE DEVICE '�amlA N OUTSIDE OR INSIDE 1W0 LOCKING RODS RNNM AS SHOWN SHUTTER SECTION HVE, SHEET-B. ON LOLK SMALL BE USED AT 1/2 OF BHUrrEN SPAN OR TWO LOCKS AT 1/3 OF SNUffER'SPAN. B. AIANOATOW Go ORLON 03 MR KEYSTONE MOUND INSTALLATIONS' ONE HV LOCK 6 or a• a, ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO TO'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or @ er ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(, ATTACHED TO ®.or ® SYMMETRICAL CENTERMATES W/ (2) 1/4' 20 K 1/2- LONG MT HEAD SS. M.S. LOCATION OF LOCK'SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY, GZ *NOTELOJ.00.KS & CENTERMATES• 1. NO LOCK W/.NO Y'FMFRYAMf1i Opt / 3 E ALTERNATE NO LOCK "ME USED IN LRV OF HV LOCKS OR FOR MY SPAN AND INSTALLANCM AT ANY EIEVARON. ALTEW n ND LOCK @4 NAY BE USED AS AN INSIDE OR CMD LOCK ATTACHLIEM HOF.H. OF ND LOcK A��y' TO 3 W/ O /B c O/8' SSD.S., AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS H034NH AND C-MT, SHEET 10. LOCK MY BE INSTALLED AT UDSPAN OR 12' UMMUM BELOW OR ABOVE MIMPAN. USE OF LOCKING RODS CM 1S COMPLETELY OP110NA. 11P aN.. .••^•••••., l C2017 MTEW, RC. 0200 GSERN METAL SUPPLY, INC. JCENg� •, Ay L .BERTHA 1A Accordion Shutter SystemECOMA.S.S*A. kV. anE g, W/ CR W/0 KV. WINDOW BLADE • ro / ��: *' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY, H omupmoN DA" OJUNN PY: La. �0 1Y.� ..'m Lea, a... Mo. pRoopA uTm6v4 n M'A8800)OtiOnr Inc. 1 OLD 15-OBS /271 wr0 07127117 1 PDom , (306)"s-I530 . m.: (sos)eT1-rssl 4288 WestYoads —No 2 `.'v�' O 0 ..ok ��ps^^. West Palm Beach, FL 33o, y DRAWING No �/ ONAL 6NI,.- WNIER A ALUA. P.E. A 1 7-10 P i <Fdl•1MM(Y,f'LilOc/OATc YLQII A ❑G IT 44167 y ,•, POURED NCRETE ANCHORS FOIE (SEE SCHMIME ON POURED CONCRETE OR CONCRETE BLOCK NEONRED E \ SHEET 13) REOUMEO REQUIRED 1/P0-]O.J/I' SO. T CFEIE ANW.R. xE C(SOENE SCHEDULE I „ ©6 0H.r INS, wTN@M%WTR i f CONCRETE ACHO uWA/CH1W/1E' -S]CC FWS (SEE SCHEDUIE ERNS SNEEI 13j NUR o IE' O.C. - /� 2 W 4 (•' J' �,' / Yin: E 1//I'0- / WOWffiOSCAEW I ^ / •' i Uin. .% -.._ USING I/I'-MI ]O NUS y~ _ 19 -EO EO 1/]F 4 @' D.O. 1 . 1/21 r E. 0.• �• : .]50' Mnr. 73 L • .' E ! .250' U... E` 0 �"" F , ORO 5 - uor. I II pnONxL m Be T OR COSTING MIR. sr,, MI ON lO.GlA55 I 1 MN. SFPAYTION TO eVSS G�UufiS—(SEE SCFEDYLE ON SHEE( II) i j(SEE SWOME ON SHEET II) nSTING I i �A ©HV WALL HEADER INSTALLATION BU HV WALL HEADER IN TA eMON + KEYSTONE "SONG; Ivt 59AM>AI L 1 OR ® NM.SEPAP.1nON TO OU55 I I 1 I__ MN. SEPARATMN TO CUSS (SEE SCHEDULE ON SHEET 11) ETg�{ j I E tmMa (SEE SCHCXJX ON SHEET II) � asmu1� PI26mAGlj i I $ Mwsos—.' ' •' : l�-arnorm I 7I� > I .II If1' E. O.•j 6O J H,i•-OPRONAL O3 m 150. t 19 { 79 1 ,' i/I'0-]ova/I' S.S.un.YEO / ij m 18 EO PNRDPS muss NEID1 MACHINE SCREWS USING L1 / I o-3aJJ/a' S.S. PHiWPS CONCRETEANCHORS i�USS HM ET 13) '1/I-]O NUR O 1]' O.C. MACHINE scnn (SEE SCHEDULE. ONPOURED w/ 1/I'-00 AIRS 0 IY O.C. CONCRETE ' f �.� Min. PGUPFD CONCRETE SHEET IS) CONCRETE BLOCK w pEOWREO lGiETC NKNORS REU &WK REQUIRED O Hy ALL SILL INSU ATION RED eOnoeETE (SEE SCHEDULE HEEDULE ON OF HV WALL SILL INSTALLATION OR WNW BU) WA RIMMED O HV WALL SILL INSTALLATION NBTE MR COWINIDON. OF SFP.nnuS, 1- SEE SHEET. FOR MAX SHUTTER ' INSTALLATION DETAILS W/ ASSEMBLY ]- UOUIVING SECRONS CNR BE COMBINED C. 0. - EO9E OSIAiCE (SEE SPWIFICA1015 ON SHEET IJ) • SEE WA AMNS OF USE FOR DUDE 80N SHEET 19 Q H V BLADE W ANY WAY TO SUIT, INSTAUAnON. Y .PA , to PA y' FLORIDA BUILDING CODE(Non High VelocityHurricane Zone %, ` CEN •• V • M17 `K7WO1 ISO. 02017 EASTERN METAL SUPPLY, INC. A d ] t L E C O ■ . �■■�.■�■f'■■ �o DA Accordion Shutter System American KV. GAPE #1 W/ OR W/0 KV. YANM BADE •• / '�C AAC ,(y 0 TRAIT TESTING A ENGINEERING COMPANY Boss Nn, sau st; sx. So3 HAaM a Shutter Sy9fOT8 Association, Inc. •x I ORCR N OLD 15-085 GArc oxANN Rn. Lc. - ORIDP; �((..,AA ��� •'" .—.+mac �1� WNs Rasa, SM Pna�,.: (Sm)e71-15]0 , eo.: (aw)eTI-Issl 4268 Westroads Driva a D7/]1 D pATO 01, .S'ONAL ENG,,•' • , : wtnoa°o M Wes[ Palm Bewh, FL 3J407 3 DRAWING , No nn.P✓' WN.TER A nW J.. P.E. A / D7 RE. \%, CONCRETE ANCHORS (SEE MNECUUE ON SHEET 13) • F r/ •/ j` rr ' i / r % r 1�E0 IR 15 . (� BY —CEILING INSTALLATION m oua •----Qj E%ISIMO � Y cuss 0 j e 3 3 ax 0 /14ri3/4• NEX HEAD TEK SCREWS O 9. O.C. 00 1/4'0-20 S.S. N.S. I CONCRETE ANCHORS W/ NUr C 9' O.C. (SEE SCNEWLE ONT 1— 1 SHEET 14) - SEE SHEET 4 FOR TYPICAL SHUTET I � /10 3/4' HEX WA3HER HEN TEN SCREWS 0 12' O.C. 1 1 tl�l 8�N CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13)r% f EWE OFSLAB ' } / 1 r/l ✓/ �� 11I/.. J' f1 ✓ 'M. '. EWE OF / / /' lr. f y^, %i'Q `r r /, / i /;-: 1PP1RRaLE EREDNE D. IPoMRtE EWIRED E o E D R HAT NFAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) @ HV FLOOR INSTALLATION t HV WALK —OVER INSTALLATI01 D.. Eoce.:o;suxce !E SPECITCARDNS ON SHEET 13) CONCRETE ANC, (SEE SCHEDULE SHEET 1s) o VD. C. -_. '_ 1/2 •' ! WON. 17 cR 18 1/2" f _ 1' •'s / /'• S /14N3/4 F.N. S.D.S. 0 CONCRETE. ANCNDRS tlN 'y SEE NOTE lb(b) ON SHEET 1 0' O.C. �SCyEtlWE N PoURED CONORER E1E aLaN ONE SHEET IJ(a) RECVERED FLOOR INSTA ATION a HV WALL WALK —OVER INSTALLATION SM. THIS INS0IUARGN s DE RENWARLE 1MZ PERFORMED ADxCONi TO AN OPLAMR.E ENT OR ENTRANCE ♦SEE W1 ATIONS Of USE FOR HUDC OR SHEET 19 INSTALLATION 1/49 1 9 .I 7 or ?OU MT HEAD CONCRETE ARCHON, aCRRpETEOE (SEESCNEDULE ON SHEET 14) QTH INSTALLATION TRENCH 0 ONLY FOR UP TO ♦70, -75. PSF ASO. DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE /3, SHEET II �2 �00'•MM 1 • • E.O. •• MIN. . ry -r— �",:`�,\CE$ "••,,•✓ ' ozon Tanxo, wa 02017 EASTERN METAL SUPPLY, INQ A S S A Accordion #1 wl O Shutter S stem It E C O ENC. A.S.S.A. k� BLADE M1 Wr OR WSG N.V. wmw Shutter System mABE American ShuHer S afems Q' ,• TILLIE TESTING. A ENGINEERING COMPANY 7 . x ofa..01 DAo GUAN eW Le 0 N :' C,4{A 11L W" N.H. aem.i $1.. aoe, aMNA artw-xs, JLa1y y1e A880C(O/IOnr Inc. 1 OLC 15-085 7/E7/1 UT0 07 27/17 "1_1•Vn-"•LL;', •'- `•(A ph..:(ZOS81-IM. ECN:(3os7a71-1n1 4268 WRstroods Drive 2 .�ONALEN6,AIAA mxo�«seix.m West Palm Beach, FL 33407 a —DRAWING No a �q//N✓• W0.1ER A 14UT Jr. A 1 / 1 O / Pr SFAI /aNNAiI ICr /f1ATr NOROA LIG If4116787 y ...-.-. Ra Ml 010.a/,• s.Ms. 0 12• C FULL LENGNI. 5EC Na1E$ ON Lw.O BOOS© . HV IWISQ ., meE ass INSTALLATIONS W1M HV **.w0a7E MW LOOXG WRIM& nAOF SLM;R 6ETAa. NK IS VHIt) FOR ,lL BLADE WZ HV cENTERMjATES canniW725MPu=ouRRNRL,OEQ «�« OR SEE END WALL CONNECTION — — EXISPNO CLASS « ----------------- ---------------------- ®«�«©•07 «©«,D •®« `� 1 a ® OUT ®' �* 1 D • ®«®. ®«Q.©« HVA POUR @SRETE OR EOU m(I BLOCKWI C «« �F2ISIING •®«�•�«©•®«1( 8.®«®.®«®1,� `ENc ----- IN IIII — — —— J CROM* c�ON �io5®� ` * MINi a CO If NERION) ©(D•®®««®�'®®«©�•®QJ(WHEWLE ON SIRxr 11) ' (SEOSCn�EOIILE IN OPFORNL . (� «ILy•® ---j ' ON SHEET It) L----- QNIERKIR) OUT_—_—_---_--' --.--_- - _--.-_--__- +' �ONCREIE .. , , ANEHaIUa 3 VARIES 3 I 9a i ® * a OUT R 1/2• M. s X OUT @j (CMRM) HVE HVF** H V D RARIDA BUILDING CODE Han High Velocity Hurricane Zone p[ ✓ �� ' J`I BNS •••• F ' �' 02017 XnCO, THE. 02017 EASTERN MENL SUPPLY, INC. `,111 1 I` A.S.S.A. ER A VTM Accordion Shutter System a`i2�IffpF� i TILLIT TESTING & ENGINEERING GOMpANY American $hutiar $Y9}em! KY. MADE 01 W/ OR W/0 KV. YAMM aADE P•, ancUrraN Our Rw.vn1 Rn Le. RR uss Rr. SCN 4, SI.. tos, slncuas cnaO,R Flan, mt Association. Inc. 1 OLO 15-055 /27/1 UX 07/27/17 •srONAL`Ga"a, It,1 Pft f 1 (a0.)071-IS2U . FOX: C*5)971-1531 "A0E9R iio' 4268 Wealroods DrWe Wee( palm Beach, FL 33407 2 5 DRAW�IINGNo f flfl•••1' P.E. SEAL�SIGNATURE/DATE. MYERA iIWT L. P.E TLERaA 1k. / aa197 f s •2 �/��O/ SHEEi 8 OF 20 MALE/FEWKI • I • G l ll • Ir�ft ,ErAlIq ON '1. iF E * Sa NBl[ 8 FOR NY V/CN® , T IOM, Ox AkET a f SRi9 YW ItUnIW (102M1a µLO1J IaV4 fINIEE IMN AR[I Mrt556Rf. PMf / Oa70 A9 WNYFK'NPfO BY AVJFL CMAM hMOPN PNIS4ROM; NFM JFASFY O>MI W [Wu. L _Lw0 . •.11 \ :, _ — 4- _GZi EEC O Syr r,=,:. �z � w ® ,y ®,. � {� ®• � �®• t ffi ` rD ¢j I I�i • 1 _ 1 , . P it1�a 1 • r R :n:a a lano pm®� ro®:w:F w u[t1 N+MASY M1NPn � FRLL M9•MA 6 .YID Ip Iu ¢n10e,IRS IMualwS mX Htl[Q 1 1 • v- •` N ^• -• •..may ; D q 07017 E1nt0, INC.®0017 L E C O Ixa. TIWT TESTING & ENGINEERING COMPANY Me H' . awe. s, m. o., ncraw Pace018 " aale vncw 1 (30 07I-1sx . Fo.: (aw)"I-Isar m : lam.,o,w.im WµRA h iILL1F JI.. P.E. ROROA 1 , 1 4410 A S S A American Shutter Systems A98aota+(en, Inc. 4266 Westrnods Drive West Palm Reoeh, FL 33407 EASTERN NEE& SUPPLY. INC. B R H TM Accordion Shutter System Kv. RAM o di DR WAD Nv. VAtmW aanE p••, �/a ,Q j �S.A •••. Q p ..0, r(j I11 ". R gyrRIpN011 BAtt OMRx 6C Le. I OLG IS-085 7/[7/1 oaE: 07/27 17 G\I P AL EN A 1 rrlF//IIIIF or CCAI /QICEIATI:5C /E,T[ a a DRAWING No / �' O / -_ / A 1 POURED CONCRETE OR I +' 1? - CONCRETE BLOCK WALL i • POURED CONGVETE POURED CONCRETE DU CONCRETE OR CONCRETE _ OR�CONCREE RED CONC LL CRERE t , / REpUIRFD / BLOCK WM,1. MORE, = V BLOCK WALL REQUIRED r BWCNNW�W. REQUIRED > NCR �E E CNOOCR r L �77 E%ISTING GLASS "• 'E%19rINfl GLASS I - �EX RUNS GLASS Lr 2 MIN. c Doss -=2' MIN. �I - s� fro tl / Ea, soe.DUE ON SHEET 1/ie'x5• MAX r 1� ¢T Itx/ + I2�EEP��1 11 TOR aA10 RIA (60I LAND m soc10.Nu / NIEl E AT ) ddllYYif�R SIDE W 6) + aaAC6� & (D M. CLOSER mN IID PUTS. (LOCATE 1WV % AT TE. (L 5 /2* -x 1 I ON SHUT 19 1/2.: i y ® 11 FOR BIAGI SHOO' OR StEIT 19 FOR 10 1/2' MIN. Or I ♦ USE 1. OR 2' MAUL 1INI/2• S.RS a 16• D.C. S ,, 010.1/2' S.M.9, I _____ 1 0 16' O.C. I I I X (AS APPUCABLE)x2'.1/8•x0 ALUMINUU CUP MGM _ 1, (800-16 ALLOY) AT M101-o HT •- ` q 1) 010.1/2' S.Ms. TOQi N (2)1/0.0 TAPCONS ANCHORS TO WALL AT 1' I • OR ® sSI OCTAL rOR SEE COAL % SIDE CON.." Ate• N D.C. (LOCATE AT OR MR SIDE OC®) I OR ®• % I OR - TO TRAC SIDE CONNECRON N� j w a 6 ) w a •®w TO TRItR5 - - a w e• l w e 1•®a I •0.'Q)-15- i�w©•Oj •Ow�,®r SEE DETNL CONNECTION fa 1 A�''#i,.... SIDE TOTRUCKS "'©•©" TO ®•©'©w B�w®•®r ©'Q'©•�'Q' 1 TRUCKS 10e®w®, �y©'®• O'0�A •©a0•0•6r ®,®a©•®aO.®r O'©'©01O'O'®" ®•KY'a®•®•�•O)a 6.0.0aO ,,rram� ®'®•®•®•0•®w 0,®•®,®r®,�r©�� ®'®•®'�•y�Xry,, Q•A;Aa 9 END CONNECTION D Tell END CONNECTION DETAI 2 END CONNECTION DETAIL3U END CONNECTION DETAIL ONCNETE OR REOwREO oxLY roR VMS GREATER THxN 12'-0' /—EXISTING GLASS CONCRET TINGBLOCK WALL UI TING q 6RL SEPAMn01 , lO LLASS (SEE 01 11wfS� .' a 16. O:C. TO D ©OR®OR�OR CONCRETE Blltfei h® MOON So}1 12' /2• uW. IEDUUE ON___________: �.�1 11 P:I No q ____________ -------- �OR@OR®0 ANCHOR 0 16• �T- ', Ep 1 2 LOW 5 �,5T&® __ __ _ _ �' 1 ED r J 6 OR®UR(DOR _ 5 ' 2' MIN. I ♦ SEE MMRAnaNG or USE . BLASE ©oN SHEET- 19 �� @OR®CR(BOR@Ofl© VIEW Y 1 OR ®' I PLAN -., OR DETAIL OR PoUREO CONCRETE BLOCK ON CCRLTE WNL �w©xR,•Qa s10 •® n®r©•�w�e 1p.®a caaa I'®r'�'.©'©°' E D IN STALLATION REOURCO 1 ®wV1,t ®a ©O ®�©O O'i��© ©'®• C11 HV BLADE OR HV WINDOW BLADE INTO END CONNEGTION ®'®-N� �•O' �'�"©''®" CONCRETE OR CONCRETE BLOCK WALL D ren O �,®r®.�a O•®•®•®•®• ,®, r , „ © -_• FLORIDA RIIRDIN� CODE Non High Velocity Hurricane Zone .'' """ %= 02017 %= 02017 EASTERN MErAL SUPPLY, INC. Tt* IL A■a��■S■A■ Accordion Shutter System 'l) * ' Amorlean Shuker S Kv. ADE RI w/ OR w, Kv. wmw! Titan¢ 5v�•^2V7/ Q, `i �.a �' TIWT TESTING ENGINEERING COMPANY Y aiema m• x pacAomex ou[ oa an In: Le T. •. :' W {{` ua N.K. a.., . N•. aaa. cu+om. [no. 1 aD is -Des 2/n n am oT/2T/17 { IP 1ncho,-1331 Pnaa : eus)an-1s3p . r•.1 (a6a)m1-Ian 5) . F. aie�llaaa'siistmm 268AssNectton, t Pal Ocacods L .33 4(est Palm Beach, R 33407 2 a DRAWING No .. xxn,x•••' MOLTER A TLur 2., P.E. . 17-107 r crel%C@LIeTitor/nnTC FLORM U. 04X167 rt xwv L+ UK L— MAXIMUM SHUTTER SPAN, 'L+' (M). FOR INSTALLATIONS W/ GFNTERMA -- © & ® or or OR 1--' (NJ FOR W/ ONE H.V. LOCK ® or ®ror or INSTALLATIONS W/ ND LOCK ®l4f NO LOCKING RODS ar ONE HIV LOCK .or ®or CENTERMA7@ 28® 29 W/ ONE W/ NO LOCKING R0D6 4 i' LOCK 30 W/TWO LOOK NG (SEE NOTES T,tt) RODS 33 &BOTTOM EE uAtm� uyTOP FA�Y CONA had !INSTALLATIONS V �� TR3� CONCRRC N WINO A w WALL Mg1NfING FLpOR/COONS ryNl uoNwNH W YWNIING IUD R FLOOD/evUe. u0us"Ho MAXIMUM SHUTTER SPAN* "L+' R -L—" (it.) INSTALLATIONS W & W/ ONE HV LOCKS O/ NG R WNO LOCKI ODS (VALID FOR MOUMTNO IG) SRER ]7 uArmw CONCRETE ANe aNcx INSTAWTIONS a® iwnm 7LmR2auxc uowmxe on7X OR ( "OR ALL MWIITN L ♦ TN - (AI 30 Ir-0' I I61-O' J5 /J'-,. 16'-IW 40 14'-I' 45 IJ'-4' 50 12'-J' 55 !.,.A 60 10'-2' 65 D'-5' 1 70 B'-S' 9-4' 75 INSTE11ATON LEGEND 'CONCRETE & WD00 MANSORY WALL A. B. C, D. E... M. N. 0. P, 0. MOUNTING F, K & L R, S, & V. FLOOR/CEIUNG MOUNTING G, H, I, 11. U T. U. W & X & M 0 MAXIMUM SHUTTER SPAN 'L+' OR 'L- FOR INSTALLATIONS INTO WOOD SHALL BE UMITE) TO 105 PUL AS.O. DESIGN PRESSURE. RATING. 1' HV THEN CENTERMAN 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIS1ATGC0110NS SHALL BE AS INDICATED ON MANDNY CONDITION #2 NON /5. SHEET 5. t EXCEPT THAT MAXIMUM SHUTTER SPAN'L+' OR 'L—' AND MAMIMUM ASA. (EMNG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE MM :FALL BE UNITED AS FOLLNYS I— CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.a.Y. AND a'—O' SPAN. SEE MOUNTING 2 ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE FLQRM BL C2017 1LACO, INC. ��- A.S.S.A. TILLIT TESTING $ ENGINEERING COMPANY American Shutter systems Vu Mx, JSp. 111.I. 305. N LWCa6 RyWI W' Association, Inc. Plmm : (MMA71-I530 . Fa, : (365)BT-I531 4268 Westroaas Drive ,.Q: Le-so"0719 West Palm Beach, FL 33407 wNTp1 A TAUT J,. P£ "RIM Lk: 1 441157 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASA. DEIGN PRESSURE RATING. L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS-D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CLING GIVEN A POSITNE ASD. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GNEN A NEGATIVE ASO, DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L= FROM SCHEDULE RNA MAXIMUM ALLOVABLE SPAN IS EOUAL TO THE )dNOkUM ORERMINM SPAN BEIwEEN 'L.' AND 'L—' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN MR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLCOR/CEIUNG MOUNTINGS: FOR A GIVEN POSUNE ASA. DESIGN PRESSURE RATING: DETERMINE: LIH M. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVRJ NEGATIVE AS.O. DESIGN PRESSURE RATING DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTAUATONS 12-- MAX. SPAN FOR FLOOR/CEUNG MOUNTING INSTALLATIONS. FlNAL MAXIMUM ALOWAULE SPAN IS EQUAL M THE MINIMUM BETWEEN 'IA+', 'U+ il= AND 'L2—' (4) GO TO ANCHOR SCHEDULE WIN RNA MAMIMUM ALOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR KV. MADE B1 W/ OR AWING No 17-107 WAH. HFMfli NWNIIND w RVANCEDNOLOGYID-SET ID®�ODOOOOmmmdO��l�mm®mm®OdpdOppppOpdm®ODOOvOmID®®mQO��dtl�]O1p7dOp[�[[Om�OON SHEET 13 0mmOOd00mID OCO0SEE ANCHOR SPECIFICATIONS 0UNKEN 7017m�®m0®�O�RlID01LlOi0 IDmIDOO�ppm®Q]C[ [>mp ®IDIDd d ®® t[77 m SEE El IONS OF USE FORI SHOET mmm00000m�ID 00�00OID0mO0O[d�Omp700U000®�mno0eoonod00®®d0 mmIDdmpp m®®10 pO p IDmdp[7pp mmm• ®000pmmm ®®p p O[Admd© IDmIDO®f4�pOmmmddOp00IDmd00dp0IDmOppp0mm0�[>Ip0pOdddddp0 ��m �im70pOmm®m d�dp mm000000®DOOOOpm®®00dIJ' 0o dddmm z 0� mID[(]OlOppp ID pp IDm0[� p®IDmppppp ® �����jdp O � m00 Cf [pp:'[�® O�®IDm®pppppdpdpd d pp �' �0®m�00000mm0�00� ®mm0i�]OOO ��®d0000 m®mmFg70000OO�OFd1gpd0 mIDIDOppppmml0pdpo�p mmi00dpppmmd�pppgpmmdl�lOpppdddmFklppep �m�e��iooeemmm��oo'a�io ��mo�00o��0®oopopol���c�'ioPo®0���mod��B mm m000m�E°[mn®p o m pppO®opqdpoppppppopopm®mmmID Op pppp IQ�[ ®® pmp pp d d�q�j t)®p4E7 mm©pp0pOID®0000000®000O00 �mnQOoppOO®0000ppOO®®aOdp0 mmpppppppHIMMA p 0mIDppppp�IDpppaOgam ppC[Oddmmug M Rniaggi ' m®ID[ypppppmmmpppp0ppp�{mmmmmp000pp�mmopppC[ppD9mm�ppOpppddd�®dydOpppp e HVw:LAK1 •' OUNHISY NB LAE 1 �mmppppp��mmopp!ILlmO�some Ff7[7000pO�DO00ovooud�f0®��� m ppppp ID m® [• / 0m0Oppp0p00mOpOVO 000p000pmdOppppplglmpppppopodpdm pppp m000OOpO0mO2p10MMINS®OO0000000000000®OOOpO0l7d0[7®D00 [ • [ mF7ppppppIDIDpppppp mpp0000 mm• 000I mmmppppppod mdddppp MM=MMppOLClIDppppp�pp mpppppp�IDppOpppp[iplL•�ldppppppC®®®q[ddpppppp mOVO0OdO0===Ml NOND00000N 0vOo0pav00000®RO®DOlpd70O0 ®O20200=010 0vOppp IDpppp000v0p0000OOppp0op0O000®opppppppdppOmOpOon OOOOOOOOm00p00MOB�000Eppf7i'G2mOd00p=am==vO0��C[d®OOp00 END• Big T T� ®f 0��ff1� t SILL MOUNTING �mm�imnv�o ®mmmOmggC m mO�ggC m�mo qqo m Ommggo M mu=C mmnm=mpmo mmm©gggO mmmq p o 00000 mm�oovoo �Mn oPioovo OmggqOqO mggqpq)o ' filnggqqq)ra ®�OOOpl7� ogggqqop 0ggqqqp 'm0pppggp ®bpggppq ®ggqpqqq mggqqqqq ' topggqqqq mggqqqqq r�gogqpop mggqqppq Ow�.gggq0 E a k n ON 9Qf19 6 e ]7 -- 1. ANCHORS TO SUBSTF OE SWLL BE AS PoUAWS: (A) TO E CSDNG POURED CGNCRM- (Yin Fc - 3 ,j - 1/4•A TMCON OR TAPCON YAM ADVANCED MREMFOHU TECHNOLOGY ANCHORS. AS MMNFIOTUREO BY LT.W. COMM (M, ra � 3 b,T ^NOBS SPACYNO LG%D - 1/4'0 . 3/4' ALL POMS SOLID -SET ,NIEHWS, A, OSIRIBUTED W ILL MM SGREW. BOLT k SPECLLLW [ENFANT. I,re . 3 eG BwCOI OR - 1/4.0 BLUE TAP CONCRETE MOORS W/ CO AS UMUFAOIURM BY FLORIDA FASTENERS: DIRECF. VIC. (On. 1'c - 2 IOG - I/{b TAF M+ / 40RS AS 4AWF/OMRCO BY POWER, FASTENERS. INC- AND MSTRBVIFD BY ALL POINT, SCRPN, BOLT k WECULW UPCON WIN ADvANCW THRFAOFORN TECHNOLOGY COUPAO OR ANY OTHER APPROvID UCE490) OR AUMORREO VENDOR REGISTERED WITH THE µETCCW SN MO, S,,I MS ASSOOAROR, INa ALL PaNI$ SOUR -SET (Min 1'a 3 w) BLUE TAP W/ W NOHS,x Ai) L Uy FUBEDNENT INTO POURED CONCRETE OF TAPCON OR TAPCON MAWµCEM a RFADFORU TECMIOMOY ANCHORS AND TAPER♦ TOPER' ANCHORS C 1 3/4. AND FOR BLUE TM W CAP ANCHORS IS 1 1 3 A3) WHOM DISEDNUR OF 1/4'e c 3/4'XI. POINTS SOLID -SET MOTORS SHALL BE T B WT) ME POUFFE CONCRETE NO WBE04ENT INTO STUCCO ENNL BE PERWRE0. 14 e-2O SS LACHIE Stele USED SNAIL BE 1 1 2 LONG 1MACAU SHOULD STUCCO • SFS WTRas n VY Fa / / I=A�QhEN Ndt IB EB15E MO 1' NMWO FOR RAfl9 WITH NO STUCCO. A3) W CASE MAT PRECAST STGNE- PROMT CONCRETE PANELS. PAVERS OR ANY VENEER M FOUND ON THE COSMIC WALL OR F,,,L MOTORS SNAIL BE LONG ENOUGH! TO REICH ME UNN STRUCTURE BORNE Sys WALL FINISHES. BC AS 1SHES. ANCMCVLE SlalMOCMED ON NOTES AI1 k A2) ABOVE FOR PISTA TONS ON VINYLSIDINGOR EFS INCH CR WaHOUT MA. STUDS CONSULT Me "VEER. FOR e1STNQEVl N WO CPS WITH UEAL SIUOS SEE SINCET 20. Pam Nxcmlp MOUNTING NO FLOOR MOUNTING O Gf9D14URrL vNNG W 120 ISO 305 3D 40 SO TS Po 130 1W � S B e e 14 1 12 1 101 0 1 S 1 e 1 e I A 510 B S Is I e b 6 14 u 12 19 ID 10 G e B 8 e e e e e s B 9 e B 14 19 I e S e e 0 B 8 b e 11 12 10 B S 0 b b B B e 43 14 1] IB B 9 e I 33 ! e B !3 14 H] l0 B S e b IS B e e S t4 1] Ib 9 e ) SS ♦ 9 ! S !3 1♦ 1] 1B B e e S 43 ! SS s 16 14 19 10 6 03 ! 33 ] f e e IS 14 O 10 v B 9 43 .)3 f ]3 !3 4 I♦ 13 10 v e e ♦3 13 I e e 3 14 12 10 v B ed S 33 Ixau Buve �(aa�l 00 vggmm00m �m00gE �oo�mmomi ©ggmnma,me Opgm0�10mOQ aq®�mommQ vq mnnoc vpq�mogoe uqq mn)voc uggmmmvqE �]ggml'L]Omme vggovmmoe DgglIDm©m)]F1C �gq�)nia®qc aop nn qc ugq�i�rn)voP0000 :'JpppmmmQ]mppC OggPoM�noveoo dp OO�lOpppOpp vggq�moqqqqo vggpmmmmqqqo vgpgc�omoqpqo OpgO mmgpgpO vggpmOQ7pqqpG ogpq�nogqpqo vggqmvvpqpqo vggqminqqpqqe Opg00m®ppgplp vggqmmcaqqqq)la MENIigp g rtrf� w ...eOm. �.. �A� a •..1- k: \I • _: S 1 • L L 1 1 I (a) TO EasnnG CONCRETE aucNa (,I.STU C-90) 1/4'C TAMON CR TAPCON Ye, ADVANCED M,,,FORU IECHxOOGY AS UANUFADTURED BY LT.W. BNLOEC - 1/4'e . 3/4' ALL POURS SOUR -SE ANCHORS. AS OSWIBUTEO OY AIL POOR, ss,,,, BEET k SPECLLLW MWW. - 1/4'e ME TO CONCRETE ANCHORS W/ CM AS MANUFACTURE/W RORb1 FASTFNpts OERECT. wC. - I/4b TAPPER+ ANCHORS M MMNCACIUPEO BY MNERS FMIENERS. INC., M0 O5RL0UIF0 BY ALL POINTS SCREW. BOLT k SPECXW EGNOMY OR ANY OTHER APRORD UCMSM OR NNMGRREB VMWR REGCREREO WITH THE MERCAN SHUTTER SYSTEMS MSOOlOee, INC. NOTES: NI) NINUUM WSMIJEW IWO CONCRETE BLOO( W TAMOH, BLUE TM W/ CAP ANCHORS AND TAPPER+ ANCHORS I, 1 1/4' AND OPCON INN ADVANCED MREAOFORU TECNNGIOGY MOTOR, IS 1'. B.3) NRNWUU WBMUENT or 1/4'0 . 3/4' ALL MINES SGIM-SE ANCHORS SNAIL BE ENTRRY ECSMCEB ONTO ME CONCRETE Bum NO WSED4D4T INTO STUCCO SNAIL US PEPLRIED. 1/4. 0-20 S.S. UM]ONE SCREN ISM SHALL BE 1 1/3• LONG IONIUM SNOULO STUCCO COST. AND I' IAMlA 4 MR BAILS WRIT NO STUCCO. BS) IN CASE MAT PRECAST SROW- PRECAST CONCRETE PANES, PAVANS OR I,, VTNRER BE FOUND ON ME OOSTING WAIL OR ROOK. MENORS ,HMI BE LONG ENOUGH TO REACH ME UAW SMUCNRE GONNO SAC WAIL FW,N,sL MMoN SHALL BE AB 0CM,G as NOTES B.I) k 8.2) ABOVE MR INSTALLATIONS M WN1L EICWG CR M ,T, OR WIMOHR N,,L STUDS CONSULT DUES MaelEEt FOR INSFALUTION INTO EFS YIN UETAL MOS SEE SHEET 20. (C) MaHORS SWEL BE NISUNUM TOLLONNO ALL OF ME RFCOWMWDONS ANC SOFONICMOHS OF ME ANCHOR'S WNUFACTUREL - FBi SEE SCHF,ear nna1 FIW [IY.F n ME DISTANCE VERSUS SPACING SCHEDULE TOR N HORS• ..—...-.__ .... ...,..,.... UAQUUI ANCHOR SPACINGS ARE VALID FOR EDGE O:BTMCES w[XGTED an".. FOB E 0. IEss RW! THE INMIAM. REDUCE MH]MR SPMNG BY UULnftMO SPACING SHOWN ON SENEOUIE BY ME FOUA19lG FACTCRS REDUCED SPACNO OMWO USNt FACTOR SKkL NOT BE UI DWI Off"JUM SPACNO INDICATED FOR FACN .Mona T19E. FACTOR WIGE TAPCON TNp ALL POW SOLID SET BLUE TAP W/ CAP TAPPER + DI TECHNOLOGY yIN. SPAawO E.D.EB. Mw. ,PALTHD . 3• yW sPAaxc - 3 I/9' mx. sPAaxc T 3 3H• a' ryNEa.3I/2' En.: t/]'2 12'aBT M 1.2•0.W - - "11 3/4•D.BT - - 0.43 11 2• OW17 mRtD• INC. > l:L:ECO TIWT TESTING a ENGINEERING COMPANY c: am N.. 36. n. sM. 3M HM G!awT. Rweu 33 PNw: (3057e71-1330. FP.: (308)0]I•I531 1L EH� sULTIB WATER A TPx ,I>•n NNgmA Ua 1 ]n 4410 A.S.S.A. Amerfccn ShuHer Systems Assoofatlon. Inc. 4268 Westroods Drive %Vest Palm Beach, FL 33407 INC. Accordion Shutter System KV. BLADE q1 W/ OR W/0 KV. WNDOW 010E AWING No 17-10 IMMMMMM ©mm r m� • mmmmm®�Emmmmmm®•m�©© �mmm0OM0®m[E®im��OO®DADiO�i0i00m f0®mp000 pFOl000F0l�O [D1®OdOdpp®® EEE77 m0pp®Odd ®® ii77 dd ff11 ddpOpppdpp 1IFFll ClujE�p [K�AOmmmOOOL N �d®di7dMpEEN Od�pdj00®p�onoElnnMpM ®pm��pp0p�yymmd OppppplFp ��m®Qi017�':lfflp mm�OA00 ®®m0O®m®0 rdsFlppdA®�®�pOE01�00®O f06JR7�fL7Op0""11:1mOOCEln�ddilpdmd OppOppp� OpmpOdOpOOp 0 ®M7dmmnp OpElppMM= ©pd©dppdpdd®m0 m0�00000 mm0MHODOdd ®i0/d®pOpODOOO�00®pOp p �OOppO p000®0mmp�®d000im,70�0dE01.Op00�Op ®��IO[0 L©00 dp OOODl7 oo mmpOmO®OOOOd0p0d�ponpoO000vO00p0 �mm�lOv0000EE70 EE�7000�000F��dOn�Wd "O"MIEN DO ICl�7[[]000pn mMIKE p3FJOfaddpFtlOLE]IOnMMMMM E]nn d[00p0000 ®3151®OpEOfiO dd mppOOO ppp pppnn iadE[7dOpnO®"CElm[flOOOd ddddOp Op0 O �lEEl000dnnmO00mnnO��dppmnn�pdp�p�� ®mpppnav®mmp®rarara dpm®ooEnpppppnn �n®OA�oo�ra v®mvSmMEW �m�®odlaOnO��on�mvo®i ®0pddnoE!E}��]dpppnnOddppdnnCootr Opmpnnn ®000000 M0000®DO iElmOmmmmO �000 p0©C>t nmmonovo omgis�om®�o�onio p00©®ovoo��©�000 ©n�DODu®mmoo�pOpppO[EInO�o mOmm000nA000 �pElpOono m Npt7nnn m®�n�nn pdO pnOnn ��mmn."C'em es"Mm oveeo�aona�v® fi70QldfFl00L7CppdG&12F70OVEpp�pdpO[Efpp®p00000p®10n0n00 ' on �LlOG09nmpgp0Of7001F11100000©ppODE710fF" �OEOpfififiA�pp��CinfiddpmOnnApdE�O0nf70 "as mB7pnO0n mO L'Jliinnnp��®®d®�®pyyy"WOmq iHO pOpp®odopnnOm mm"®Him MgA0O[#�O�=dOMe�OUR Magnl0MME07dOO�0O Aooeni®m �orin�®caavv�olioo�vvaM [mum KEA [m®mvoovomNHaNINiv'v�nIz= is ao"ivoniv®n000� 02e17 14TEW.. INL I 1 0- TILLN TESTING @ ENGINEERING COMPANY 36N. E " J \W@6l G'Fum, n(Ma\ M T'i Pllme POST87I-I5I0 .fog : (]e5)e71-Ie31 6666 -.F, a16R tl. Ee-0)06712 Mm A 76LIT J,, P.E nAYC RORW D If U1e7 WTAPPER+ M DGY • SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF &SO DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE #3, SHEET 11 HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 WC. on Shutter System DR W/O N.V. WNDON BUADE WING No 7-107 Cti HV BLADE OR C1� HV BLADE V 61A HV WINDOW BLADE WORKING IN UNISON* . Ba OyT,Pa6 er � Y� BLP a van IN 'F NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES4 L NWIMB TO WALL, FLOOR OR S" W000 :MII 9 eE AS FttlMu: } StAEOR,1E SHQUl WNLST OF DIE FOLLOWING: - -4 ..➢ NRcNo 5. AS NViUIILIUREa BY I.T.W. SURSO W/ YUOYW CAMENT AS MGCUED AT -SOUIWERI PRO. N0..2 w/ G-am (NA.S) -OOYOIAS PW W/ 0-0.50 ENDS.) P]�CEP % SEE ROME SNE£1$BI EIOW 11' -SPROOE RNE OR NO" W/ 0.112 (I111.) -SPROCE ME OR SWNI W/ 0•0.1B (NAS) R MICN019 IO NIXEOW LEJIWO SHIIL BE /S PER YpU1aW0 TFPE U. 51EEf 1] M'a SIWL C0156T Of -YIN. 1/2• COR P1VeooB (1088 MA) W SCREWS AS PER KS 2015 SPFCIIIGRONS. 4. ANCHORS SHALL BE ROVAUM FOUXINR AL OF BEE RECONUE,,,E,K 17N SPEOAFICAwON9 OT TXE .WCIIQQS WNutACNRFIE IE' \P� ,........, K/J.�� * ? 9 ; t O ' 1A SS'••••,,-'"dc /0NALE 'o11' P.E. i k78tW;31611E/DALE. 02017 TIETECO, WC. I L TILUT TESTING k ENGINEERING COMPANY .1 xa, xm. 0„ St. SOS. aWmR &RDERS. RORO,.:5 PBwW : 305 71- ( )a 1s2o . Fa.: ryasp7l-m1 Ri00 .Wa WAUERARW7Jr.P.E RORaA ue / a1a7 A.S.S.A. American Shutter stems ABsaclat10n1 InF 4268 Weak, as Drive West Palm Beach, FL 33407 02017 EASTERN MU& SUPPLY, WC. E TM Accordion Shutter System f W. RADE #1 ItOR WrD HK WNDW MADE I.v. x BEscnPmx wIE DRAWN av: La I Ol0 TS-OBS /17/1 6aL a7/2]/1] 2 2 DRAWING No 17-107 A 5 _ __. I ssurrr 5° r n OM NV WALL HEADER INSTALLATION COSTING C --i 1. . LO Yw, WL TMH TO C I , WOOD UM (SEE SCHEDULE On SHER In REO'D. I I I �ri�'�'�•. `n"'� I I WOOD �f�' 111 iB REO'O. { E •••tr•1 I/4 . TMCON OR j APCON WITH A MLCED THREAOrORM TECHNOLOGY W/ 1 1/2' Wn. PoW7TNITWN OF "WED AREA TO MOVING 1 WOOD HADDER. (M SCHERlC ON SHEET 1a) ! ih {/1 /�p1/4'0-20,3/4- SS. WCHINE r / ` �'1.® S IL3�D.c 1H•-2o NUTS ®. I lul; Lv�LTI, Wx. 214' I HFIOERPOOEOUN! 11 CMSMO ~ MIN. . SUMNI To (SEE SCHEDULE ON SHI I 4w SEP mn TOG S i DIR040 ~(SEE SCHEDULE ON SHEET It) I(IDR 1 � I uw. sEPARARON ro ws (SEE SCMgILE ON SHER 1 1 I 1 4'P-20.1/ L E SCF MIND 1/4'- I. I O Y O.C- iimI °A� i 1` I 19 II I 4 1/4b TAPCON OF TAPLON W / ADWNCFD �.�4. PANT I If CMLORN TECHNOLOGY W/ 1 1/a' 1/4'P TAPMN OR TAPDON WIM ADVANCED `III I 1 i fYNRPAIWN a TNRfADM AREA TO TMREADiO141 TECHNOLOGY W/ 1/2' k I \ 4'P TAPGDN OF wL �� E%TSIWG WOOD WINNER. bin. PQERUROH Of THREADED MCA IMO PLIIYCCD `` 15APCaN WIm ADVANLRI 11 Sf£ StlEif 4 FOR iYNU1 I �0b' (aLC SCI¢WLE ON Sx[R la) (SEC SaIEARE W SHEET la) D051WG YW. Y.4- 1/2" NiN. ED%] THREADFORV TECHNOLOLY SHLnTER MSEYBLY. , ( I'I � WA1L iRldl STUDS 0 19' O.0 YA% PLIT'1000 RLOD. W/ t/2" Y�v. PTHETR.ITION Or 2-4WNTw0 6ECOWf WI DE WN. CD% PLYWOOa FE00. REO'D. PLYWOOD TO OE MOLL n iNRZ/IDL APFA INTO PLWI000 CDYFMEO IN ANY WAY 10 iDS O 18' oz. NA%. REO'0. ATTACHED TO STUDS w IEEE sCME0111E ON 511LET 15) SWT IIfY wsTAWINN. @HY-MLL SILLINSTALLATION M TO STUDS IN ACCORDANCE ACCORMCE WRx =I SECRWI 208 Or THE CB.C. SECTION ewe OF THE ©HV F.A.C.p HV WALL SILL INSTALLATION WALL SILL INSTALLATION ♦ SEE uN Tnns or u of SEE E 5HEE1 ° FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone 11I4 �G1T I/ -q 020R TILTEM, INC.®2017 EAFIFRN UEE SLIMY. WL. .............�;; �ICENS�., ✓ IL E C /� c c w A.S.S.A■ E A Tu Accordion Shutter System * O INa. i TLLLT TESTING A ENGINEERING COMPANY American Shutter Systems KV. BADE #1 W/ OR W/O HV. WMM BODE LY. n IYL°RVTMN INTL IaMWH an XHV Association, Inc. E I Own I5-0e5 7/1 wm 07/27 17 i_4ss•,DRIDA,.:a141d1\ (30s)m1-11aw. F.1(ws)8T1-,ul m®u� �.ca 4268 Westroods Drive West Palm Beach, FL 33407 2 a OR1AYANG NO /0 � ENS' I\\ W41O1 4 lwlT J,. PS r a 1 / —' Q / P.E �SFAI;($�fJAi41RgU DATE MIDCA � 1441s3 s SHEE( ° 6 OF 20 L FLYISN = 1/DN1,C`cN Oq iYYNRENrOgM TECIINtlLOCY OF IIIRr pED ,.AREA, 10 �IION EAISTWG WOOD NEWER. (SEE SOIEvwx ON SHEET 15) i �-OPRDNAL QS HV WALL HEADER INMA 1 SWt 4 FOR APTµ 9amEn Mnm, Ir x-4WNRM m SUIT 5[UIT PIN BE CWIeNFD w Axr vur ,xr wnuun°x. 1/4'0-ROx1I4- S.S. OF EXKONO VN00 BEN P WP5 AN55 NEW NAc19NE SCREWS To. SE cCAOnEo OY REOWDIED ENGINEER 0 W/ 1/4•-20 NUNS )kRagIE'CT PRIOR TO 0 12" OC, SHUTTER INSTAWORON. 07won OqTAPCON WITH AGYMCE) 97' MRE MAN( TECHNOLCOYOc W/ 1 1/2' Mi., PENEIRATION OF MAWED MU EO OOSIINO WOOD HEADER. I1/4 (SEE SCHm a GO ssia 15) 1 I i E%ISRNO ous5—� M /I4u/4' S.Y.S. — mB'O.G I or iQ or 0 OPEN T A snm TO, UG AT CENTER OF CASTING I )QOR & IA,s i i ' NER HEW TOM 0 12' oc n E (IF WPE1wuR ) RISTALIATIOrr IS ONLY' FOR WOOD W/ MIN. SF ORAVRY or 0,60 AS D ♦ AN OR SOUMWN ANNE (— 1QOR OR Eoun EAImnG "Co MR — TRUSSES OR RAr1ER O 24' O.C, FEONREp EIGmNO SOFFIT 3H" Ya4, 1HK. COM. AWN. ME SOW-IB AIlOYJ W/ © OE © ])S111e'0 UO. SCREWS i0 LOUIE UASCPEwSUAT WOA1piM OF EASANCWOOO .J NEUBER, (2• MN. NOMINAL WOM W/ 2' NTn. PEx MEN or ION-SHFETVI I) I I I I I I I I IXISIR4G � e I I cuss--� I I TAPCON WNH� MVAN�CE'p I REO'0. I W/ 1 \ 2' Wn. PENEMARON O 12E O.O.- -- 1/4'O TAPCON OR TAPCON VOTN INVOICED MRUDMRMJ I.-- • J TNRUcro" TECHNOLOGY W/ 1 1/2' iaw 2• MN. 2 NIN. OP TM EO ARU lO TECHNOErMT LOGY W/ 1 1/2' Min. PENOH OF THREWEo PENETRATION ON Or TINW IXEBNG. wCco FOAOER. AREA TO FASTING WODp HEADER: (SEE SWEWtE OR SHED 15) (SEE SCHEOUIE ON sxEET 1sy ARU To WSTINC WOOD NEWER. (SEC SCNuou: ON SHIFT 15) e sIE uu I or usE row QV HV WALLI INSTA eTION Fr WOHV FLOOR INSTAIleTION O HV WALK —OVER INSTALLATION AAL(Nan R I STlALL ,, FLORIDA BUILDING Hurricane Zone', E\\E ;...•CE �_ u MSF•; a2o1T R1EW. IxC. OD2017.EASTENN METAL SUPPLY. INC. s LO.A 1519HTHA HVTM S S A AccordionSystem �';SaASTgd� :' ri TILLR WShutter RV. ■ . W1NWN A➢E American Shutter Systems Y .r TESTING k ENGINEERING COMPANY tor, WPdN cumEra Ham, Br, , x DLscairn°x Barz duvet m: Lu Assoclatlon, Inc. 1 mp 15-OB,S 7/27 1 wet 07J22/17 `'- ��"••••' NAL P .: (Scs I-Ixw , ro. ; (w5)an-,521 v , laureoea.eam n-as2Bx1B 4268 WestroodS Drive x West Palm Beach, FL 33407 s DRAWING No EN��,.,'' ' WNTFR A (IWr Jn Pi. 4 ' 7—' 07 P.E. SEAL%SIGNATURE/DATE �°� Nc 144132 s SHEET ED INSTALLATIONS n HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN WOOD STUDS �I�i� ICI ,n A"Mr ° 6 4C rQCR W 0.0-©•@-GJ•0- O• •0.0.0-SR•0 AND CONNECTION DETAIL We 55 �.. •, lil mns � `37OR TTO. .� a - •0- p0•fr•0- © 0-®•0-U•0• O-0.0-®•0-i3.0 ND CONNECTION DETAI 80 rmrvm .awn .5 e.. ... la: Q .x END CONNECTION OETAI 12 DETAIL wrr«rw W�wv�q.Y '� ii0.l�l' 6rA�Uro«i � i'iir i`mayrcrz�ro °eai ml a.Ul END CONNECTION DETAIL • •mmrn ow.r ran saws craArtn inrn "-v ♦ SEE UU os' or USE raR B'OE ON 1.11 18 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �/ �� � 'I C702 tM1RW, WC. 0200EAStERN MRu. SUPPLY, IHC. ` It F 9• _. IL E c O Accordion Shutter System i ENC. Iya7SA V. RARE p1 W/ OR W/0 Ky.. W M gME (/�r`�•� r * TIIN TESTING & ENGINFERINC COMPANY American ShuHer STefems M. x CeseRIPUON °air OMMI OY: LC. Q'•• `•r' esss nn. xm, az, yy. oaq xwcwu ano3y, nyrd Ale ir890C10t10e11 In 1 OID 16-085 1/71 1 M2 01 Yl/17 ••,,••.•,,.,.•'' �4 ,,•'•• PI I. (]Oj871-15]8 , ra : (3051871-1531 .-maai 3amwooasom ,D 4268 Westroaes rive West Polm 9 DRAWING No WAM Beoch, FL 33407 3 P.E. Sk/SIGNATURE/DATE A TWT L. P.E. R0RCA M°' "1B7 5 SHEET ' iB OF 20 Oa©a M./CE'k ENO W. S WNDONS A cwm AT Hy %aNDON, D 0 SEE END CONNECTION our ON SHEEtS 0A 161 fml H➢aN. Aft, .--, r®•® —) r.`.1. A, i. ,P. (� M Myl M91 (M � 9 91 9 9 9 9 91 H N IWU `-Uw w 0 7 uNUMM moI Y ELEVATION UN, sEPAwnW TO QA Ewsnxc sEE sJmeE W siaa ll—PDR ISAEm _7,� UO W als o mA a (D& O 5 )1Vp1N�QYy- S.W,���'''fff CExtERYA16 Q'CY OR w/o ( xorz 4 07017 MUM. INC. ILLrE 0- TIWT TESTING a ENGINEERING COMPANY mss xl 76v. R, su. Jos .IGi}YA G m nowq .0 PNpN : UDs)ml-um . Fo.: (JW)e71-I6L A-mul: 0¢d.ewn E9-0006o6enc a1ETw A msn Jr. 97 rtDImA is 1 ule7 1. IIUL A . DF9UI PRO WRE RAIFIG: -110. - Ila D. 11M SNURa/ SPAN: es- J. AUEN4G UOUNM M A 0. O A N ON SNEETD 0. 7. As w711 AS UOUNIINGS U. O, T, UA w ON SNEER; I6 A 17. M. SEW � A�SYN OV � F%i Cfli1WLYIL[FIN Ma� or U•¢Oi' a 5.1.)N7 YAm01U UOE �I1MyAIILw A WNWW OF 5 WE M (3'4 X4II) FOR PER �VDE AT W=NGS SHOWN ON S 4. (a) W. OILAAm F%TOP OR BOTTOW MORE OF W WNDaw WADE© OF MNJ'P MOIL FOR s DE 12'. (Gw) ws, OR DU➢E 001mp OUT FROU WARDERS AT ENDS MAY 6E W NEaeB (0) W WNO D @UU51 DE USED ALTE M TO A SDUD W mf(y TxxgANWT SrvmWs wIDDL (E) EFfI[FAWTES SULL AWAn BE O6UllED ADIAEWT 10 A MID W DIACE l AT EITHER SIDE OF TMOI, (Ffx: POLYCARBONATE IA M" ® SNNU DE OoRaUED W T BS FKE RxxrzaW OF INE OPFMWp BFMG PROTECTED. IIU mNOON 1� VTA8S DE W1. NSTAIIm Ax0 1D[xEp II£W A IA s1TWc ToOI PROAD[D I7r ASS ux. 6. BEE ANCHOR W W0 66NEDUlE FOR 04SFAI710M Wm waco RUDE DNIDNOS ON WEU IS, Nl I=ED W SPAR AND M" LOAD (EEE NOBS I A ANY" 7. SEE ANCHOR WXI* SCNEOmE Me WSTAWtlOf15 ROD POURED COHainE W CONCRflE Blxx WALL ON SHEETS ID A 1J AS UxOF)DY SPAT MO UEBIGN IAMD (SEE NOTES 1 A 7 ABOVE;. B. IUbNUU SEPMRICN W MASS SCNEWAE PER A E-lem wU/a ZWAE URmNU SEPARATION TO aAce 1 TMNII ] 1' 4 6.21 'tea i` I mow. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrmds Drlv4 West Polm Beach, FL 3.7407 H1sUl7 . TERN UETAL SUPPLY, ONE, BERTHA 7M Accordion Shutter System N,V. DIME #1 W/ OR W/o KV. YAM= aAnE . x oumn OAw now m IC I DLD 15-085 )/5/1 OM 07 E7/17 E DRAWING No 17-107 a COMM aa/uu--j uw. Tocvas aEPAMTew �(sLT± scxEovU) q 1 oe. 110 * EN E I ]R�JONS AND CONDITIONS OF QSF FOR RERTHA M HV QI ADF ACCnRDION cHMER SYSTEM INSTALLATION TO MErAj r-Ilin WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 (psT) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M@S' ON THIS SHEET. 4. ONLYOENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 3 (6' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. .RMNILJ V � yI- T.000"U,,. n • 04' 3® 1/4"0 NOMINA ALUMINUM cl rEVE 6063-T5 ALLOY 5EPARATT0N TO Ac H D 3.000• Maw WIND ZONE MINIMUM ASTM E-1996 SEPARATION 1 THRU 3 1 4 4. BLADE SLACK DETAIL HVF IS ALSO VAUD FOR -1 I/2' )8 21 CENTERMATE APPLICATION WITH BLADED 111/]••e.e]]•TwClt "�' a�VMlCS.' 436 wn Asru A-s3] � •0 ;.,, $c0dv� ,,. O 6. O.C. um. c- uria SNOS R Id ac. la. - •1 MS WALL--HEADER/SILL INSTALLATION (rrp' raP C nix6As xPPUC/aLE - - - - - (rro. a consul (SEE I •x LeNCTx . 1• ® 1/4"0-20X3" 80IT MUST PENETRATE 3e 1• ,L .zso• I- oso• o T— �1 1/4.0-20 THREADS 43 i /4e0 O ONSTRUOTtnu PRODUCTS FAI -LOK HD COMPONENTS SCnE 3/8•. 1' L41- LOCI D AT (1 JI HV HEAOER/SI D106 �/ —.1I 4 12 3 (6 Mln.) 1/•- s 1/r ITTP) r (Cool.) 24 8 1/]' wwX SLACK ��� E SIDE CONNECTION TO TRACK HVA HVB B ep e u K DETAIL HVF jyQ FLORIDA BUILDING CODE Hon Hlgh Velochy Nurricone Zone II e2017 ILMM. INC. ®30N FJEIEAN MEtAL iUP..Y. INC. ....../l Qy�Pk LENS. S S A� te Shutter Syste mCLOIA * : * HILT TESTING A ENGINEERING COMPANY American ShuHer Systems V.Accordion BD.pi W/ OR W/0 H.V. W1WO,V BADE , x rcsnPnsx O4rt CMMI eI; l,l,•. ey ' ¢```. NSf NJ. NACN.1 nAIUM ]L Inc. 0L0 IS-O85 t/]T/I wiL 0]/2T/1] �q 5Do'••. ZORIOA:'`�e�W 1 5 71-153 (305)9. Peow (]s e)mPt�IS]o . rye•. i (]oslen-tut ®ameT1P 268AssWeCNOn• ri2 4268 Beach. Drive West Palm BeOeh, FL 33407 a DRAWING No ] ' Cis��u�'yy�NjV� ,,+ P.E. A ,wr m P.E i101ep^ ue. 1 ••Jar 17-107 • e a SH ��,....... SE)FLr3uroAlOkE%OATE