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HomeMy WebLinkAboutPLANSSCANNED BY 1. BERTHA KV, ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOC IKENT (PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (51h EDIT10N) OF THE FLORIDA BUDDING CODE THIS ACCORDION SHUTTER SYSTEM SWILL NOT BE INSTALLED AT HIGH VELOCITY HURWw ZONES. DESIGN WOID LOADS SHALL 13E DETERIGNED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION **ERE SHUTTER WILL BE PISLAUiD WITH A DIRECTIONALITY FACTOR M -0.85. USING ASCE 7-10 AND %TALL NOT EXCEED THE MAXIMUM (AS.DJ DEVON PRESSURE RATINGS INDICATED ON SHEETS 11 THOU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DELFHMRIED PER ASCE 7-10 SHALL BE FIRST REDUCED 70 AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY OR IN ORDERTO COMPARE THESE W/ MAIL (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED. WERE NOT OVER SRDFSSED. A 33 X INCREASE W ALLOWABLE STRESS FOR WINO LOADS WAS j{(TL USED IN THER2. ANALYSIS HOWEVEMi• A WIND DURATION .FACTOR CD-1.60 WYAS USED FOR VERFICAJION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE IUIWIE IMPACT LOAD, HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT&: - -HV SLADE 0 j11214.01-03. j0715.01-03, 01004-01- 05. 11214.01-105. #0317.02-D8, 10609.01-10 AND j0210.01-11 AS PER TAS-201. TAS-202 AND TAS-2D3 PROTOCOLS AND ASM E-IB86 AND E-1995 MANDARD5 (MISSILE LEVEL D. WBID ZONES 1. 2 & 3) & (('1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW MOE Q J0545.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D• WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND 0 0725.0E-86 As PER TAS 202 PROTOCOL- 2. HV SLADE (D AND HV WINDOW BLADE ® ARE ENGINEERED TO WOW IN UNISON WITH EACH OTHER UNDER THE GENERA LIMITATIONS AND CONDITIONS OF LIST IN=TED ON SHEET 19 3. BERTHA N.Y. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j14x2.75- AND $14x1.75• RESPECTNEL.Y, 410-U MINIMUM SERIES STAN] STEEL SCREWS WITH 135.0 W YOM STRENGTH AND 180 ksi TENSILE SIRENGM PINS SHALL BE COATED WITH BERM HV DACR05HELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AME ICAN SHUTTER SYSTEMS AssDaAmoN. PINS MUST BEAR THE IN MARKING ON THOR HEAD. 4. ALL ALUMINUM EORUSIOIS SHALL BE ALUMINUM ASSOCIATION ALLOY' AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY S 304 ks AND 35.7 Disi FOR 6005-TS ALLOY. S. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON SLID. AS PER DIN 50018 WITH SD F. MLAL YIELD STRENGTH AND 90 1ST MIN. TENSILE STRENGTH - AND SHALL COMPLY W/ FLORIDA BUILDING LODE SECTION 2411-&&4. B. BOLTS TO BE ASM A-307 MINA NIZZED STID-C OR AIM 304 OR 316 SERIFS STAINLESS STEEL WITH 35 I¢I MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: MI BLADE 0 - 12.13.14.15 AND 20 HV BADE ID & ® WORKOIG IN UNISON: 12. 13 & 15 B. THIS BERTHA H.Y. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT j6'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT j5-456,179 ISSUED TO EASTERN METAL SUPPLY. INC. . 9. IT SHALL 8E THE RESPONSIBMY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED M DbURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, TIIRU FASIFNI E; IN COMTTNUOUS COIRACT wTH THE BUILDING TO PREVENT wWo/RNN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HIV AND NO CENIE MINT S AND ENGAGE OR LOCK ALL MN AND NO LOCK& 11. SHUTTER MANUFACTURER'S LABEL SHALT. BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.&3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEMr- LABELING TO COOM�M,PyyLYWI .,.M SECTION 1710A2 OF THE FLORIDA BUILDING CODE 12. BERMH.V. ACCORDION SHUTTER SYSTE115AOSfAIlA7lON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGUI AT10NS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. _- 13. (0) THIS P.E.D. PREPARED BY THIS 04GNEER t T^, ? . AND WES NOf PROVIDE INFOIaJA710N FOR A SITE SPECIFIC PROJECT, i.a WHERE THE SITE CONDITIONS DEVIATE FROM llff P.F . (b) CONTRACTOR TO BE RESPONSIBLE FORTHES "'PILRCI0.5E AND INSTALLATION BNCDDNG LIFE SAFETY OF TNIS PRODUCT. BASED ON THIS P.E.D.. PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCULRNT. AT SITE IS THE CONTRACTORS RESPONSIBILITY. (C) THIS P.ED. WALL BE CONSIDERED INVALID IFANMEANS. (d) SITE SPECIFIC PROJECTS SHALT_ BE PREPARED BY A FLL>J50A� ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGNEER OF RECORD (EO.R.T FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROM USE OF THE P.E.D. OF RO, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. Nk (e) ORIGINAL PLED. SHALL BEAR THE ANTE AND ORIGNAN_ SELL,♦`5#'IT.IATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. ¢ �/TiMgco,Lmc. TILLIT TE•SIING COMPANY E� F`7F= •, OF & ENGINEERING p . �' '• 61Sa N8 36Rh St. Sta M5. VIf8 M GV Vra. FLOF4K 33 Phase : ('A5)871-1S30 . Fax : (305)871-1531 e-md1: hlhcomoal s ,'''''hs/DNA C`, L•G,vG\��''`` AYYMlN LE1"` wAL,FR�A TILUT 006719Jr. P.E P.E. SEAL/�i�ISSiTURE/DATE FLOREA Uc j 44167 o- _ 9 LZl1L1 GENERAL. NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21 37 SHEET 3 TYPICAL SHUTTER ASSEIAB :Y M-44 SHEET 4 TYPICAL WIDOW GUIDE & WINDOW DETAIL AM 2: HV BLADE (1) AND HV WINDOW GLADE (WHERE APELLCA O TYPICAL. SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INsTALLATIoN DETAILS A-F, CONCRETE/ELLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/&DICK SHEET 7 CENTERMIITE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS FIV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 FIRM ].:..�•tkEi TELL In •♦.. �• a li.: '. .1 1 E4N,. :1 •l � k�. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A ® Q ® z American Shutter Systems Association. Inc. 4268 WestroGds Drive West Palm Beach, FL 33407 Ion High Velocity Hurricane ® 2015 EABIERN METAL SUPPLY. INC. Accordion Shutter System KV. BLADE #1 W/ OR W/O KV. TMNDOW HALE AWING No 15=085 F»R Q_ B• 0 371 � a iL57- 4.99V UNDER US PATENT ON SHEET 19 6063-TO ALLOY AND ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER i 1 HV CEILING HEADER Q IFIED FOR USE W/ HV BLADEJ)ONLY, SEE SECTIONS FOR VALIDfrffY.- 6063-TS ALLOY AND TEMPER 1® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE ( 6063-76 ALLOY AND TEMPER ®HV UNIbER_SAL_FLOATER QUALIFIED FOR USE W/ HV BLADED 6005-T5 ALLOY AND TEMPER 3mr 1.500- O65' MP-) (7)HV ARJ. ADAPTER WAIP QUALIFIED FOR USE-W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER Qg HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE�ONLY 6063-T6 Al AND TEMPER_ ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE T ONLY. 6063-T6 ALLOY AND TEMPER fll Av v— cTATE OF ® HV DIRECT MQUNT QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER JJFlED 66R . / HV BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A 8 TI T2 Q Y 5- MAX. 1/8' 1/6' 1® 2- 5- MAX 0.19r- 0.192- 19 2.5- Y MAX OAW 0.190- ® 2' 5- MAX. 0.139- 0.131' y is Z �T,C®LL9C. TILLIT TESTING d ENGLNEERING COMPANY em PLM sm• SE. sty k,r 153 vtMF" GIMMM ss Pnaie : (3os�i1-1530 rmt : (3os)a71-1531 b1te..OcoLc ,J� ED-ON6719 WALTER 1 MW Jr. P.E. /MA= nORM Lie. 1 44167 O9 NY TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6D63-T6 ALLOY AND TEMPER i4 HD WALL HEADER/SIU.. QUALIFIED FOR USE W% HV BLADE 1� ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2- 1 2' 0.125- 3- 1 3' 0.090- 2� MRNER POSTS c�Qtu)ALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER V Hurricane AMs ®�® American Shutter Systems Associations Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EASTERN METASUPPLY. INC. ALL BERTHA H 91i TM Accordion Shutter System HV. SLADE #1 W/ OR W/o HV. U43ON GLACE My. N, DESCM"Oa I WE I mm 6Y: MJ- 1 OLD 11-192 4/13/15 WU 4/13115 2 DRAWING No 15LNG No = 4 . _ .4 ONLY t>m" PLAN - FRONT ELEVAMON LOCKER FOR i' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TOONLY r063-TS ALLOY AND TEMPER 30 HD O ,QCKINQ ROD QUALIFIED FOR USE W/ HV BLADE i & A 6063-T6 ALLOY AND TEMPER FOR USE W/ HV 0 5 INSTALLATION WILL REQUIRE A 7/16- HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT �HV CORNER CENTER[ FIED FOR USE W/ HV BLADI 6063-76 ALLOY AND TEMPER ONLY ® HV MALE "T" LOC. K CE 4.666' I QUALIFIED FOR USE W/ HV BLADE i ONLY ® HV FEMALE "T" LOCK CENTTEERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE `•,ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER a 4375rO y ; IIIIIIIIIIIIISIX15-707 QUALIFIED %%WW! 1 ENSe .E. 3.161 r m A ® HV LOCK QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY. 2' n n N P �- ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE (D ONLY. cftm A E RAM) gUAUFlED -fOR U5f11W/ HV N .360 pFRR RIVETING BEFORE RNEIING 1 /4"0-20 RIVNUT* *SERIFS 9444 A LUMM (202/-T3 ALLOY) LARGE FLANGE T . $NEST NOtMa. PART I OBYO. AS HANUFAMRm BY AVUO- OHETW 7Egwj. La1129PPDLY, NEW JERSEY 07054 OR FALWL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. I Ngpfid ff v I • i� CYLINDER OR LEY CYLLNDER 0.M' I6R. 1 .125' Max. CYUNDER OR KEY CYLINDER 1/4'0 ® HD LOCK " 0-20 AISI 30 BY REGENT HARDWARE MOROSE LOCKS SERIES 2333 NOOK BOLT LOCK. 3. THUMBSCIR QUALIFIED FOR USE W/ FIV BLADE iQ& QA FOR USE W/ LIV *- E D FLORIDA BUILDING CODE (lion Iligh Velocity hurricane 0 2015 E/SLERN METAL SUPPLY, INC. ILTEC®Ian. . t=LN a TILLIT TESTING h ENGINEERING COMPANY SM R.W. 3RL SL. Sta 3L75. V=M GARO3Y5, ROROA 33 (3($)871-1530 . I" : (W5)871-1531 ONA��\\\`��•\` e-ma2 Htecoocamm EB-OMB719 11111111\\\\ WAVER A IIILR Jr. P.E. •,ns,nn ,nr /near FLORIDA Lk- 144167 .S.S.A. American buffer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 "Gwm ■ l uam 8"a W TM Accordion Shutter System H.V. BADE #1 W/ CR W/o RV. NINWN BIJM !AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV d(Al Q HV BLADE 1 © HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870%3/16' THICK NYLON WHEEL 0-188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW +• w or na, (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR ® N�, BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. TYPTT ICAL SHUER ASSEMBLY xrs (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HY D ¢o32a• BLADE WHEN CORRESPONDING TO INSTALLATION -11-, SHEET 7, aae� (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER m SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� SHEET Swes KNUCKLE (m') ��� (DOR® I t �{ 6iid Gi EXTERIOR + (� EXTERIOR r §3 ,•KNUCKLE 7 REMBLY LAYOUT =Ti7Eg.®c. - �`� TILLLT TESTING 1t ENGINEERING COMPANY o: JJ((ATEOF Byes KW. 3WL StS� 30%� SAM. ELF 33 Q;'.��� (�sa--mom Fax : �)871-issl /ONA� ENG����``�� waum A- mo°°6W Jr. PZ P.E. 9ftfiI/81URE/DATE R.O°A Uc. 9 44107 sz5• .1875'� OR . 1 BLADE .0625' ..,�v,u z-z .0625 .0825' .n .g10 POLYCARBONATE IMPACT RESISTANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F- ON SHEET 19). POLYCARBONATE SOURCES FOR TTI /L wsaPmnts S&WOM lastmrx mcisom .hm P,sOm Wo ltia�•et: ale Gram MECHNO , ASIY am am e/m• am ro/w 188E 101D SBF501B AM OM SAW P.L 9,500 P.L EIDOIIPL SIP04 H AT TM ASIB unw 12 m w: 144W p . ELn9+M� MODULUS AstY In,So WAM P.L 319,o00 P.L Noaa® ODo ASIV 00se 1s ff�/- n .r-e/h SMOKE OEMW ASIY DOW 4 a S 6E.5 L wx WE or BUNam ISIM 068 0-1 CLASS D-1 Cum SELF MWO)" ASOd 01929 1040 T 890 T ISIVOISIS RISE 502FLICIH N'IFA Mw Sys on Psi. �10 psf. liiSE STRES BBUiE 9fAs8RlW A = 8 P.A 1aso µLL American Shutter Systems Assoclation+ Inc. 4258 Westroads Drive West Polm Beach, FL 33407 Plan High Velocity Hurricane ® 2o15 FJSIFRN METAL SUPPLY, INC. 77-im r "&% wN r TM Accordion Shutter System KK RME #1 W/ OR W/0 Kv WINIM B1,4E AWING No 15-085 , via a itit.�; TER LATE x NOTES ON HV LOCKS AND CENTERMATES, 1. MpNDM M CONDITION JU ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB W 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS ANY ELEVATION. HV LOCK QI or � MAY BE USED AS AN INSIDE OR GUfSIDE LOCK, ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 " IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LO;M OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE A5 INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. I� 6 USED WIRM H_V. LO[A(S)1 LOCKING RODS 0 ARE NOT REQUIRED AT -HURRICANE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS QP OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. mANpAmw camorriam ft ONE IN LOCK ® ® BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ETEVATIM HV LOCK Or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 0 CORNER C(IJ mw.E W/(2) 1/4 0-20 x Ile LONG FLAT HEAD S.S. M.S. TWO LOCKM RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN. AND ITdSf T1DNS AT MAY ELEVATION. AL HATE LDCK ® MAY BE USED AS AN DE OR 011f9BE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO 0 OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-2W/4' ALUM. RNNUT AS SHOWN ON SEI=N HVE, SHIFT B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. MANnA"'w CONDITWN Ji_FOR KEYSTONE MOLLNEING OMNI ATIDIC& ONE HY LOCK 0 or ® or ® SHALL BE USED AT 1/2 OF SEELITIER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Se. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or 0 MAY BE USED AS AN INSIDE OR OUTSIDE: LOCK ATTACHED TO 0 or ® sYMMEnucAL CENTERMATES W/ (2) 1/4'-20 x Ile LONG FLAT HEAD SS. M.S. LOCATION OF LOCK SAL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. $NOTES ON HV 'i LOCKS AND CENTERMATES: 1. ccr M ALTERNATE 70 PJANDATDlM CONDITIONS %1 VALID M&Y FOR HV -r I = 6a_ALR CENTERMATES 0 AND ONE ALTERNATE HV 'T LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN AND INSTALLATION AT. ANY ELEVATION. ALTERNATE LOCK � Y BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER • AS SHOWN ON SECTION HUG. SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 x 1 1/2' LONG SS THREADED BOLT W/ 7/B'0 x 3/3e YANGNUT OR W/ 1/4'0-204' SS.M--, INTO A 1/4'Ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MNSPAN. USE OF TM LOCING RODS ® 70P AND BOTOM IS MANDATORY. sN0 O D LO & CE TE TES: 1_ : ONE ALTERNATE HO LOCK MAYBE USED IN UEU OF HV LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTRRNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HO LOCK 0 TO G9 IS W/ 3 18 x 3/B' F.H. SS.MS.. AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HD8-HVB AND HDC-HYr, SFktT 10. LOCK MAY BE MSTAIIED AT 16DSP/N OR 12' MAOOMUM BELOW OR ABOVE MIDSPAN. USE OF LOCICNG RODS ® IS COMPLETELY OPOOM- -11LIE C 0E1a`. STATE OF 11LL1T TESTING &ENGINEERING COMPANY . VI, 5m. 301, VpGoo r�xs. RDMA „ :ifs+—f'r�rR ,.•. ` •.......•.U. `��```` Pho : (305)871-1530 Fme : (3D5)871-1531 99r. A777,f /ONAL �Aa•• YW3ER A TRN PE FWROA Uc. 44167 P.E. SEA tlt RE/DATE 0 wSmI LAa A7Tlerican Shutter Systems Association, Inc. 426EI Westroads Drive West Palm Beach, FL 33407 n nlgn wetociq rsurncane &one 2015 EASTERN METAL SUPPLY. INC- BERTHA HVTM Accordion Shutter System KV. 1AM E #1 W/ CR W/0 FLV WINDOW SLAGS !AWING No 15-085 It ri a W i MIN. SEPARATION TO GLASS I r'(SEE SCHEDULE ON SHEET 11) EXSTING ! ®� I MIN. SEPARAT1oN TO SHEET 1 ' i`(S(F SCHmUIE aH SHEET 11) I I Max_ POURED CONCRETE OR CONCRETE BLOI REQUITED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) EON. SEPARATION TO 0A55 —(SEE SCHEDULE ON SHTtr 1 W/ 1/4'-20 Nurrs O 12' O.C. 1• _. © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET I K21 ,-A �0 LJ!—IL_J t/ 3 oR 1® ---- 4 1. ` --- i/PFRLII�PS 7RU/ HEAD M 14•a—z Ox3/4' S.S. PSCRES MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS -'CONCRETE ANCHORS ) )$ 1• 1/4•-20 NUTS O 12. O.C. POURED __ (SEE SCHEDULE ON W/ 1/4--20 NUTS O 12. O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. OR RREDONC(ffifE BLOCK SHEET 13) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULE ON ANCHORS REQUIRED POURED CONCRETE SHIFT 14) OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL RBDIurtED O HV WALL SILL INSTALLATION " FOR CO",BH°'b" OF aQ0°"` INSTALLATION DETAILS 1M/ 1- SEE SHEET 4 FOR TYPICAL SLATER 4 C D. - EDGE DISTANCE ASSEMBLY - F SEE LIMITATIONS of USE FOR �\ A 2- MOUNTING BECKONS CAN BE COMBINED (BEE SPECIFICATIONS ON SHEET 13) BLADE ®°N SHEET 19 L(J HV BLADE IN ANY WAY TO SUIT ANY DNSTA IATION. IUU1111r FLOPEA BUMNG CODE(Non high Velocity Hurricane Zone o�` Ei A. Y�.,, @ 2om FAsrERN METAL SUPPLY, INC. ENsF�BERTHA HVTM IMISM S 2A� Accordion Shutter System American Shutter Systems V. J3�rE L9t W/ oR W/o ATE DRAWN B � f orsanPnax w1e DRAWN Br: M L OF TRL.R TESTING Jt ENGINEERING COMPANY 9 •,, • Q' � w3e N.tL 36tl. R. sr< 3oa, YocaeA CNiDab, 1LOfdM m1 AZSOCtOti011•Inc. I OLD 11-192 4/13/15 Ltae 4 13/15 ` P wne : (30.5)871-1= . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No 4,,�F'sa4•.,,,,,..•'G\``per m mkent9. West Palm Beach, FL 33407 3 15-085 hgre ��fVAl1Ea1.�`� WALTER A TILUr Jr. P.E. a SHEEP P.E. SEALJ�i6'MJRE/DATE FLORIDA u`" A 4F1g' 4 6 of 20 . x .a r. a• • a -. •v _ WIT 90 1@7. 10 a l� 11 FOR mNo III SFFW W F7N Ell t mR ©-Q EDGE OF - SLAB IF APPLICABE HV CEILING INSTALLATION 4x3/4' HEX READ. SCREws ® 9' O.C. 1/4'0-20 S.S. MS. W/ HOf a 9' O.C. OJ tff %MNGUARD �H NOTE FOR COMBINATION OF SECTIONS• 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) OR ®* DOSRNG GLASS- -JIW/4* HEX WASHER HEAD TEX SCREWS ® 12' O.C. CONCRETE ANCHORS (SE? SCHEDULE ON SHEET 13) EDGE OF SLAB IF 8 r EDGE OF SUB IF APPLICABLE APPLICABLE POURED / �_____ _D _ POURED-i FIAT HEAD CONCRETE ANCHORS CONCRETE L CONCRETE (SEE SCHEDULE ON SKEET 14) . D. D. REgUIREp FLAT READ CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) (ID.TRENCH _INSTALLATION OI HV WALK —OVER INSTALLATION YAUD ONLY FOR UP TO +70. -75 PSI' AS.D. HV FLOOR INSTAU- TION t DESIGN PRESSURE LUTING k FOR SPANS PER SCHEDULE #3, SHEET 11 MR gm fl) aO"� CONCRETE ANCE (SEE SCHEDULE SHEET 15) EXISTING OR 1 3/4' M aC FOR LIP 4'aCf • 1/O'4-2mcT/4" SS LIS NO 1I40-20 NUTS 1Poi. O Ir tz>; DOSTM NON SRNCNFAL 2.00' MIN. WALL M (DECORATIVE I ED, r SW APPIJ ®14xj0.C•F.H. S.D.S. • A7k1:::: POURED CONCRETE O CONCRETE ANCHORS NOTE 13(b) NOTE 13(b) . ••e -` rEOUIREO SEE SCHEDULE ON ;- . OPR CREPE BLOCK SHEEP 74) ON SHEET 1� ooNCRETE ON SHEET 1777 . REOU11tE'D OR CONCRETE BLOCK K HV VYALL FLOOR INSTALLATION REQUIRED ® O ODNEMOU"NO INSTALLATION HV© HV -WALL WALK —OVER INSTALLATION „ kximu, 91� SPAN a-0. -LATION t VIM S INSTALLATION SHALL 13E E. 0. - EDGE DISTANCE t REMOVABLE WHEN PERFORMED (SEE smancmm am SHEET 13) OF OR ADJACENT ENTRANCE BLADE AN OPERABLE (DIET SEE BLADE AAON1 SHEET 19 FOR INSTALLATION DETAILS W.1 O HV BLADE A. -0% `STATE OF 93 )NAL 01ox3/4" HEAD HIX WASHER -TER SCREWS O 12' O.C. 14x3/4' S_DS. 9' O. C. '� Fq® CC TILIJT TESTING & ENGINEERING COMPANY ens N.W. 3IOb. St, Si -V5, A/NMM "ROM T1JA M 33 Phone : (303)871-I33O . Im : (M3)371-1331 e lrwg. tlteeo®Ool. ES-0006719 WN.7TR A 74M Jr. P.E. FLORIDA Um Q 44197 American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2016 EASERN TMETAL SUPPLY. INC. BERTHAN9 TM Accordion Shutter System FLY. MME $1 W/ OR W/o HV. WNIDDW BALE !AWING No 15-085 OUT SONG " Y ®aa©• ®a®• � a I -� To GFasg .(SEE SCHEDULE IN OPNONAL ON SHEET 11) - - (INFERIOR} 90' oe HVD ' OUT IN SHEETS 10 & 18 SM NOTES ON LOCOM Arms0 . W W=® W IN r�asnNG GLASSINSTALLATIONS W� HV # "M'L'� W `a" ® an %M & SL" SU= OM W 13 V" FOR ALL BLADE W HV CENTERMATES CURUWA30 AMUCAUN 1NIH BLADE01 *®0° OR 23 SEE END WALL CONNECf101 to«®"®•®°©+®°A EXSFRIGBASS DETAILS ON SHEETS 10 & Q.p . @-@-0. ON ®. ®alD9t®m®•®$ 3 1/4' 7' 6 1/2' 7' 1�. q®•® OPPOSING Sir:Mfi €9'R C CE TERMATES CENTERMATES FEN, non JIO a/4' UM o 12' V LOCK o O.C. FULL LID(W.MV Wl HV LUCK or ` (� scNm +� O r/� IAMI HVA HVB SYMMETRICAh --- I i J CEN ERMA ES * (N J v o 6 F FoNAL IUM F 1 K , ........... .., J.,y - - 1 E C 0 one. TIWT TESTING & ENGINEERING C01(PAW o : STATE DF bpi Faa 36e ss m 303 t OAHOFHS .m mt a+te Pho e a (305)671-1530 . F= : (309)871-1531 a mail W&too=LF '•.;COfi1DP .: ��.`� Y'r, ';�0 •••• IG ��x% 1.E. AWA E/DATE F711RWA Lie- 0 4a187 Kin `. fE1 ... IN �•C. ...:i. :G .. �a. , • a. ,L, .. ,T) M .. Tj `C� , a ;II VAN I ®_ OUT : I__._-_e_1/2',NAtF. SL= . - L / y y- -I HVF**- - ---- -- ROMA BUILDING CODE (Non High V/ Jocity Hurricane Zone 0"2015 ESIFRN NECAL SUPPLY, FNC. ■ n . ■ 1■ S American Shutter Systems Association. Inc: 4268 Westroads Drive West Palm Beach, FL 3M7 LiCC� Kv. � #tI Mv. NJ DE= + I OLD 11 2 3- H.V. 1 !i0 OUT IN `�� �` i TAAUE msvac oE1eu Nyr, wmcA1ED ON st61:TY a AS M O M E1flA,D D ® ND 7M NYD . i n v, s 7 re 8 u AS Wan ON nos S& F ATI Re usm D6'fMEAmN DEAD. IW SHoM N 7tM i o•o•®a©•o•®- m�,LMo' NdIF V TMCOR i0 amu) & ' we 76 ML - i I1w/4- ' 0 tY-_________________ _-__----_--_------_.- ___ vat 5 I e as FM u1+wc 3 �30 HV 7• IN --- (4) ItV. _ c1» I © / ' LDCK (INSIDE) * SEE NWE 6 FOR 1N L @ . r LOat. ON 91ESE 5. t Sa8E5 stay AGRDNW 202a = A ID4 UJ= FIINOE UM SIMT mnsE . Pua I mm AS WWNFACNfED By AYDEI. CHOW lMOM PARSWPEW. NEW JMSEY 0E.4 OR EOWL. E ©0 HY 'T` LOCK (OUTSIDE) P.E. ®. )or our " 0-20 x 1 1/2- S.S.M.S. 7/8"0 x 3/32" WINGNUT. LVG* 7► i-1 N:1U uCFY1j'F '.-y !_ �TlC01a1C. ( �* ATE TIWT TESTING k ENGINEERING COMPANY '•� S 6M NW. 3& St- Ste MS. Pha : (305WI-15W . I= : 33 71-153t e-mdF. Wteaopod.mm NALEa`°� 11LEINII.1,nr /n.' WALM & 1R11y. RE FL.ORM lie. I "167 INSTALLATION C1i HV BLADE W/ HD CENTERMATES 0 . 6� . n IN (4) 1 -,.. I'm (ov Hi)13—HVB BUT SYMMETRICAL HD CE14TERMATES W/ LOCK (EXTERIOR) T ' HDC—HYC SYMMETRICAL HD CENTERMATES .W/ a LOCK (INTERIOR) ' sta em/s w foams rsom (fie w®inas aN sRtr s WavDtsv. t1a�aDs mAm(3 tuva emD-nro 5 vRn Em eti tvOEvwEs APAIaO1a8 " ® (D Hurricane ■ �� American Shutter Systems Aa'GtatTon. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EASTERN ANAL SUMY, INC. Accordion Shutter System FLY. 9.ADE #1 W/ OR W/O ILY. WINDOW BADE oN oA1ETMWRt E u Rr/1 5 2 s DRAWING No 15-085 4 CONCRETE OR E BLOCK WALL CONCRETE ANCHOR' s 16' O.C. MIN. ETDSIIHG CLASS -- <�rz2" Am SBYPAIG4 EO W To SREMEE ON SHEET 1/18'x3' MAX. i 1 FOR BLADE ®AND (6063-76) CONT. (LOCATE AT ' ON SEEP 19 FOR flAD6 m & ® ALUM. CLOSER PLATE (LOCATE �� 51!)E OF5Q) AT ERNER SIDE OF(D) 1/2' MIN. #I0XI/2' S.M.S. #10x1/2' SXa ® 16' O.C. ® 16' O.C. ANCHOR ® I6' / O.C. - OR WALL OR SEE DETAIL X FOR SIDE CONNECOON TO TRACKS 20 — — - E)GSTING CLASS WL. SEPARATWN TO GLASS (SEE S@ Elillc ON %M 11 FOR IUDEmAND ON SLEET 19 FOR HALES(D& 0 END CONNECTION DETAIL ) OB •®- cHOR 12' O.C_ - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �EXETING GLASS WK StPARATM < To G1ASS (SEE HAOFSQ& I SEE jo IR (�' SIDE ®0-0-0-&0 ®- :ONNECTION DETAIL 20 7JPOUTED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /2• S 1/r MIN. Y A: T'14 sV' CEO STATE OF � t0RID kri.E_ l Plc POURED CONCRETE --- - OR CONCRETE BOCK WALL.REDUIRED FDISTING GLASS 70 GLASS SMHEDU E1E ON 9EEr 11 FOR MADE OAND ON SHEET ig FIR sum�spB � 1�Jr I ' I i USE i' OR r MAX. I (AS APPL.MABU0X2':1/8'xO'-2' ----- ALUMINUM CLIP ANGLE 4 (8063-76 ALLOY) AT MIDHEIa qT A (1) 810X1/2' Sms. to Ud & (2)1/4'0 TAPCOI45 ANCHORS TO X FO WALL AT 1 OC. (LOCATE AT ECTION i OR ®' ETTHER SIDE GF©) RACKS SEE DETAIL X F SIDE CONNECTION 1 ®-®•��®- TO TRACKS I(�1-n.n-dAt- END CONNECTION DETAIL ( � c ^J D TO ME GLASS (SEE SCHEDl el nE ®AND 4 ON SHEET 19 FOR BADES(D& 0 ♦ SEE UU ATKXNS OF USE FOR SLADE Qg ON SHEET 19 e ®-®-©ao-o-®•®- m 9ME �CO 7c- TTWT TESnNG & ENGINEERING COMPANY Phmm ; (305)871-1530 . FM : (305)871-1531 e-mml um=.0dwl EFT-0006719 WALTER A. n" Jr. P.E. FLORMA U-- $ 44167- - (FV iT�?•33:Idr11 EXISTING GLASS L/ —r-� Mal SEPAPJMO TO GLASS (SEE SCHEDULE ON SH 11 FUR MADE(S ON SHEET 19 A BLADES 6) & 61 •®- a 1 4 REnUTRED ONLY FOR SPANS GREATER THAN 12'-0' I 4 > _- _ ___ -- _- 6 aR®«L(j)aR -- j�OR®OR®aR(f) OR© 4 ;T !�ORL1 4 _VIEWms PLAN DETAIL X ;( ) ka .SwSmA® American Shutter systems Association. Inc. 4268 Westroads Drive West Palm Beach. FL 33407 CME(►ion High velocity Hurricane Zone ® 7.015 EASTERN METAL SUPPLY. INC_ BERTHA H V% TM Accordion Shutter System N.V. BLADE 01 W/ OR W10 N.V. VdNI N MAX v. DUMPTM DATE I DRAWN sr: ILL 1 OLD 11-192 4/13/15 DAIS` 4/13/15 s DRAWING No 15-085 MAXIMUM SHUTTER SPAN* 'L+" OR 'L-' (ft.). FOR INSTALLATIONS W/ yLeyLLymliob ® & ® of orLWL W/ ONE H.V. LOCK ® or 0 or or HD LOCK ® W1-NO LOCKING RODS or CENIFRMATES ® $ ® W/ ONE HV -r LOCK O W7' 0 LOCKING RODS 0 TOP & BOTTOM SEE NOTES tit)/� ukxam .!^ OFS1RRt Potln�f CONCRETE & Wow INSTA31AIRONs 0 WALL MOUNTING fiJ)OR/Cf]LMG MOIHCOLI L+ 00 L- L+ L- 30 OR LESS 16'-W 16•-r - 1 0' 16'-0" 35 14'-10' 14'-10• 16'-2• 16'-0- 40 13'-IO' IS -ID- 14'-r 15'-2• 45 IS-1" 13'-1• 1Y-4' 14'-3' 50 1Y-5' 12•-5• 12'-8' IS-r 55 11'-10' 11'-10' 12'-1' 12'-11' 60 ] 1'-4' 11'-4" 11'-7- 12'-4- 65 to'-,0' 10'-f0• 11'-1' 11'-1Y 70 75 80 9'-10' 9'-10" 101-0" 101-9' 85 9'-6' 9'-6' 9'-9' 10'-5' 90 9'-3' 9'-3' 91-5' 10'-1' 95 9'-0• 8'-9 9'-2' 9'-10' 100 W-9" 8'-4' 9'-0' 9'-7' 105 8'-7" r-„• 8'-9" 9•-4" 110 e'-4• r-7' e'-7• 9•-2" 115 W-2' 7-3' W-4' B`-11' 120 8'-0- 6'-11' 8'-2" 8'-9" 125 r-to' 6'-r 8,--0• 8'-5- 130 7'-8• 6'-5- 7'-1 a' 8'-t' 135 r-7' 6'-r 7'-9• Y-9- 140 7-5• 7-11' 145 r-3" 5'-9' r-5• 7'-3' 150 7-2" 5-7• 7-4' 1 7'-O• 155 7-W 5'-51 r-2" 6'-9' 160 s'-I t' 5'-2• r-1' 6'-r 165 2' 170 8'-9' 4'-11• 6•-11" 6•-21 175 6'-7' 1 4'-9' 61-9" 6'-d 180 6'-8• 4'--a' 6'-8' 5'-10" 185 6'-5' 4'-6' 6' Y 51-8' 190 6'-4' 4•-5' 6'-0' S•-8' 195 6•-3' 4'-3' 87-5' I 5'-5• 200 6'-2' 1 4'-2' 6•-4' S'-3• 2R5 6'-1• 4'-1• b'-3" 5-111 MAXIMUM SHUTTER SPAN* "L+' OR 'L-' (fL) FOR INSTALLATIONS W/ ONE FIV LOCK or D or 0 W/ NO LOCKI RODS (SEE NOTES t, tt) VAXD t PRESSURE IG11Lf4 c+ rna O CONCRETE do WOOD WALL MOUKRNG � FLOOR/asntc MMOM49 L 4 (0) I L - Qq 30 16•-O' 16,-0• 35 14'-16• 14'-10' 40 13'-10' 13'-10' 45 13'-1' 13'-1° 50 12•-51 12•-5' 55 11'-101 11'-10' 60 111-41 11'-4' 65 10'-10' 1o'-16" 70 10'-e' 75 10'-1' 10'-1' 80 W-10• 9'-10• 85 9'-6• 9'-6' 9a 9'-3• 9'-3" 95 9'-0• 8'-9' 100 W-9' e'-4' 105 B'-7' r-111 110 8'-4- 7-7 115 8'-2' 7-3• 120 W-a' 6'-11' 125 7'-100 61-B• 130 7'-e' W-5" 135 r-7' W-2" 140 7-5' 5•-1 r 145 7•-3• 51-9. ISO 7-2' 5'-7' 155 7•-0• 160 6'-11' Ti'-27 165 W-to' 5'-1" 170 61-9" 4'-11" 175 6'-7' 4'-9- 180 6'-6' 4'-8- 185 6•-5" 4•-6• 190 61-e 4'-5' 195 6'-3• 4•-3" 200 6'-2' 4•-2' 205 6'-1' 4'-1' °I4 I IMUM SHUTTER SPAN* "L+" R "L-' (ft.) INSTALLATIONS SYMMETRICAL. CENTERMAIIIES $ W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING Q SHEET 7) M,OpIpIM Asn. Dame PRIESSM RUMB t�� a CONCRETE INSTALLATIONS MDR/COUNG NOUNIU/G FLOOR OR NOUNUNC L+ L-(II) 30 16'-o' 16'-0' 35 15'-2" 40 1V-2' 45 13'-4• 14'-3• 50 12•-3' 13'-1' 55 11'-1' 11'-11' 60 10•-2' 101-11' 85 9'-5• 10'-i" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. 14, C. D. E. M, N, O. P.O. MOUNTING F. K & L R. S. & V. FLOOR/CEILING H. 1. I1,� T. U. W & X MOUNTING M 6 MAXIMUM SHUTTER SPAN -L+" OR •L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. AS.D. DESIGN PRESSURE RATING. t HV CORNER CEN ERMATE #3 MAY BE USED flAALLMOUNTING INSTALLATIONS_ LOCKING SPECIFICATIOSHALL BE AS INDICATED ON MANDATORY CONDIT NOTE 05, SHEET S. t F EXCEPT THAT MAXIMUM SHUM SPAN -L+' OR •L. AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SMALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" ® HV BLADE (1) L+: MAXIMUM ALLOWABLE SPIN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE GIVE! A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'LFROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND'L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FIDOR/CEILING MOUNTINGS: - FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING DETERMINE LI+- MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GWEN NEGATIVE AS-D. DESIGN PRESSURE RATING DETERMINE Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L/+". '12+". •Ll-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR RORIM BUILDING CODE (Ron nigh Velocity Hurricane Yon( 1111111t11111//N® 2015 EASTERN METAL SUPPLY, INC. / BERTHA HVTM /77 ®o a � A L ,c n IS o s Accordion Shutter System FLv MAX 91 W/ OR w/o H,v vxwow a,6nE '•� - TILLIT TESTING & ENGINEERING COMPANY American $butter Systems LEV. N, DFWA7110111 I GATE ORAAN 9r. WW.A.G • x = 630 NM- m. S -'M wi;m G4tNM. noRm wiat ASSoclation. Inc. I OLD 11-192 13 1s DATE 4/13/15 SlAII: Orptm a (30S)871-1530 . Fw : (305)67I-1531 4268 Westroa(LS Drive 2 DRAWING No ma9: hRacoead.Wm West Palm Beach, FL 33407 3 RORIRQ a ®�719 4 15-055 � MI R A TILUT Jr. RE hm.J.e�nTnl�F .�i�� rn.rr FLORIDA It-- 1 44167 5 1 SHEET 5'-0' s=o• 7'-0' g•—w ��NLJMuKALLJ� ImmppppN mmEaOava mmE>t[I111MQn mm""M 7a mmE�o©oa mmfa0tt7Oa Mai ""MCI mmEaoQoo mmE�1000o mmnm90oo mmpm©a1C mmEn©oeao mmEpEl00p mmEa©00o mmW-oaoo mmmno0o mM[li0ooal mmEi1000a1 mmEE©OOaI ml]F "IMMa1a1 mo©0000 ©"IMI©o0o 1Mp0000a1 ®p0000o laoo0000 ®©00000 ®©ooMoo ®m000n1n1 ®Oa1000a1 ®0000v0 011011 ®00000at ®000000 am 10000 v000o00 ®0000a1O voo0000 vo000001 v00o0001 rao0o000 saoo0o00 v00o0ao �000000 oeesee�e 0� UARUYlJ1187"g mmEanoo mm"""Mm ®m""IMI00 ® mQOLZ;iOG mmE7000a mmooQon mmQm00o ®mEamOoo ®mEa®Ivoo ®mnpalCln ®mEai�Oao ®mEa»0oo ®mn©o00 ®mnEalv00 �aa0o1�00 ®m0o0ao ®m00000 ®m000Oal �moo000 ia0o0000 ®000000 ®1n0000a1 ®al00ii0O Io1vo00oo ®000000 ml000000 a0000o0 �000000 �000000 �A0000a1 v000000 r�0oo000 v000000 v000o00 vv00000 v0o01�ao0 vo0o000 sessess ® WALL HEA01R YOUNIWG mmOQQQC mmE70pQC mmEEMKII[7a lam E7..ME EAM...ME mmDODOa mmonnea mm1,1n00a IMMM"OOa mmQmOoo mmEa0o0n mmon000 ®moo0ola ®mEaol000 mmQnOao mmoo00n ®m0oo0o ®mo00oto ®mo0000 ®m0o0oo ®mo0o00 ®m00000 ®m00000 ®O000ata1 ®000000 ®000000 ®000000 ®000000 E3000000 �000000 ®000000 v000o0sa v00o000 v00o000 vo00o00 v0000o0 v000o00 vo1o0o00 ssesetse ;R A. la[l Imm�"KVMIC RIIILMVIILEl i ImmE71DO0C ®mQQpa1C Immon©oa Imm00000 ®DiE]QOa1a ImmEaoQoa ImmEamooa ImmE7E7opa Imnt�o00a Imm000Oa mmt�0oeaa mm0000a mpo0o0o LY�mp000G m0©000n mmo0o0ra mm©0000 ;m©000vla m©00000 m©a0000 ©0000la moo0o00 0000000 m©oo0o0 mo00o0r� me�oo0o0 D000a1Oal m0000ra0 oi0o00o0 m00o0o0 DOCIOOOa1 ®000000 �000000 v000o00 ©000001�a voo0000 v0o00a0 ©0o0a00 0000Ell v000000 v000000 v0000o0 vo000o0 vo1o0000 vo0o000 Ia®seees .c law =Aua ....0 Muurr mmEarmOva law... to mWKNElt17� G mmo>omoo mm®UJIOQG mmEanoQ01 mmom000 mmEan®0o mnm©0o0 lam"Op00 mm0000o ®mop0o0 mp©®pOO law ... 0a1 ®° • p000al m m0000 omvoovo mm mmmmw Mmo0o0o ®omo0o0 omo00oo ®mmno0a M"MM000 mmalloMMM 0000000 ®m0alalOal m"OOnOO IUMMM MM ®m0aoo0 �Q00000 Mmo0aa0 �000000 ®0a10000 v000000 MM=M=o0 val00000 13a10a1000 a MIMMMM ua0000a v0oo0oa =Moo=o0 vo0o000 v0000l00 GlOaooOO sa0aoo00 �000000� �sesser. _ iL ECO1�1�. 7k MW TESTING & ENGINEERING COMPANY E3w Kr. 3ML S S UM Wa2M GM106, ctGaM 33 C--�T Phone: (305)871-1530 . ra : (305WI-1531 — E0-0006719 .mm WALTUt A. 1Iu1r Jr. PE h1ATC FURM Uc• P 44167 d� 131119 ME Eno 290 WE no ©o se tliai>•= 10112==C ©©OOa onm®o o©4oa n©0oo a©0o1a DOMEEIM ©Q©on MI1a0on Eo®00C nnQ©ta ®n0Ell 0 ©O10a1C !M©000 Emnta00 n©00o 90000 ©0000 omo00 v©000 vo00o ©0oao v0M00 M©aa0 v0000 vo00o ��000 ses�� TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUO—SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE UMflAOONS OF USE FOR MADE OA ON SHEET 19 Q HV BLADE OR In HV BLADE .WZ IAA HV WINDOW 'BLADE WORKING IN UNISON BUILDING CODE w S w iS7n American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2015 EISMM METAL SUPPLY, INc. Accordion Shutter System FLV. MADE ft W/ CR W/0 FEV. V4[DW;unr 11 OLD 11-192 4/13/15 DAM 4/13/15 3 DRAWING No 15-085 r C�CC7�� . i 00000mmo©0000mm000000mmo ' �umr>,0000r� ®@tiI70000pmmmpOl7Opm@Q7OOA00 I�mmor[n[�cao mma�olovvo >�mmm00000mmmoounom@m0000© ®@OODOI00 0@0pO0p O @@mp0000 a�mmnoor�©mmmoonoo ®mmoouoo ,mmmononnm®mvomnommmnoono m@mOt000©�®faDOOti�©0@>�QOOOp 0®[DO[>•DOf� fLlOm�IIDOO©m@Q7F�DO(Om m®mEamo©p m®m000lnn m@momv©o mmmvonnommm0000©mmmoranoo m@mimorvop ©mmnn�o©mmmooEa©© 0®mOta®dip m®mtila000d ELI@m0O[7Q�' m@�ilrao@pp m>®mpp®©i! p@it7000p© . wmmoQoc�pmmmonoo©m@caoom®© m@QlO®©Dp 0@m00©0©m@pppO©p 671H73miI>♦OIF7pp ©m@pOrap�) iS!@m00F10p mmom©oppmmmonmm©m@moo©©© ,ram®mvonppmmmonvvommmmmon© ®mmn® oppm®iv®o®©p0i]:90©Qr�pp m@m�iF�Opp OmmOFEiF�Op'®@oom®pp ®®mli7FAiE�Op 0®tf7FI0Q©p ®.tSitmtf7®Qppp m@mt�pppp@®m0[70Op0@mamp©p 0@Qlf7©©pp @@ODEti[1E7p �)0[DODQpp m@o®iappl�m®moT;a©ppa�m0000pp ®mo>v©pppm@moo®pom@Invnopp @®mpOp pp 0®mOiaQpp m@pp©Opp @RIDm[iopo=Mm0©Q©ppM mmmppp m03i7EiL3®ppp0@p0©ilipp m�ppp®pp �iQ©ilpppp 0mO0�1Opp �m1000©p0 m@mompppm@m�t�oppm@noatiapp 00�Op©ppp ®Om©aE7pp 0®IDOOppp ®m®EflppppmitEipOpOpp pmO©®Opp i»O<i7Opppp [if@ODEtiOQp ®mtQO©pp ®@mOpppp 6f®E�0[ii©pp miLio©QEi]pp f mc ®DtaQO©ppM"MEMERMpp mmoppppp m�op>apppimo©m�ppp 0Im®ti7ti�ppp ©tf7[�Q©ppA MEMM®F/QppCOpp pppppis@Of E ppp®000Qppp Qppppp 0pappppp pil0 ©pC7pp MMIUM ppp®oDmupppnO©Opppp DOpppppp@DLiO©mpppm0©QOopp 0®pppppp0[�)®DE�pppm0Imm" 7pp �OpOppppF=7®pOE�ppp®©=110 7pp �i0pppppp @DO®ti#ppp LapppppNO mop�apppp®mvi©ppppiom©I©ppop ®ppppppQllZx300ppppmppppgpp :13EU= i7ppp0[OQF ppppppp©pi,7pp Imivpppppp momQppppvoQppppp ®ppppapp®oopppppmv®ppppp ulrppppppoi�moppppps'�o©ppppp t>7pppppppMM"MH0 ppp00pOpppp mppppppp IDOQppppp pppppppp oopoappp �t�mppppp om®pot�pp . mpoopp�ap�tL�oppoopmm�pm�app opivpp�ppo�opppppoQapoiApp mpppp ppmo©ppppploniappppp p. TI STATE OF OR ALL POINTS SOLID -SET BLUE TAPW/ CAP TAPPER+ . GFE ATI0.^t3 NIP 115E Pon ,xAGE� mi SGET ,R AAOL41 • k i I. � l 1. ANCHORS TO SUBSTRATE SHALL BE AS FOUMM (11) TO DOMING POURED CONCI&M- 0Ah Cc . 3 lot) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFOR M TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. W&ODL O&L Cc = 3 kxQ 1/Vo x 3/4' ALL POWIS SOLO -SEE ANCHORS, AS oisTi UIED BY All POINTS SCREIp, COLT d SPECIALTY COMPANY. (Wo. fe - 3 km) 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. fc � 2 km) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, HNC„ AND DISTRIBUTED BY ALL POINTS SCREW. BOLT a SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR® VENDOR RIECO RED.WIIH THE AMEWN SHUTTER SYSTEMS ANON. IRG (Mkt. fc - 3 kd) HORS At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED RHREADFOF81 TBCFINOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EYDEDMI NT OF 1/4'0 x 3/4• ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO ERBEDME T INTO STUCCO SHALL BE PSWI ED. 1/4'0-20 SS MACLIBRE SCREW USED SHALL BE 1 1/27 LONG MINIMUM SHOULD STUCCO EXIT. AND 1- MINIMUM FOR WALS WON NO STUCCO. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEERHE FOUND ON THE FASTING WALL OR FLOOR• ANCHORS SWILL BE LONG ENOUGH TO REACH THE LAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) & A2) ABOVE FOR ONSTAL1AnoNs ON vWL SONG OR EIRS WITH OR WIMOUT METAL STUDS CONSULT Wn ENGMEEp- FOR INTO EFS WITH METAL STUDS SEE SHEET 20. (B) TO ExIsTING CONCRETE BLOCK: (ASM C-W) - 1/40 TAPCON OR TAPCON VTTH ADVANf.TD THRFADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUIDDL - 1/4'0 x.3/4' ALL POINTS SDUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT R SP80AL7Y COMPANY. - i/4'0 BLUE TAP CONCRETE ANCHORS w/ GIP As MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC- - 1/4'0 TAPPER+ ANCHORS AS MANUENCRIRED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY All POINTS SCREW. BOLT & SPECWLW COMPANY OR ANY 07HM APPROVED LICENSED OR AUT10fZIZED VO4DOR REGISTERED WITH THE AMERICM SHEERER SYSTEMS ASSOCAATION, INC. MOTES: B.1) MINIMUM EMBEDMENT 0110 CONCRETE MOCK OF TAPCON, BLUE TAP W/ CRP ANCHORS AND TAPPER+ ANCHORS S 1 1/4' AND TAPCON WITH ADVANCED THREADFORM ISCHNOL06Y ANCHORS IS 1-. EL2) MINONM EMBmusNr OF 1/4'0 x 3/4- ALL POINTS SOUD-SEE ANCHORS SWLLl BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LDNG MINIMUM SHOULD STUCCO DOST. AND 1' MINIMUM FOR KALLS WITH No STUCCO. B-3) IN CASE IMNT PRECAST STONE, PRECAST CONCRETE PANELS. PAVES OR ANY VENEER BE FOUND ON THE 001THO WALL OR FLOOR, ANCHORS SHALL BE LONG DMU H TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES ELL) & B2) ABOVE FOR INSFAUATIONS ON VINYL SONG OR ETFS WITH OR WITHOUT INUAL STUDS CONSULT TNBS ENG IML FOR ISTALLATON INTO EIFS WITH METAL SIM SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECHCAMONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACINC RELATIONSHIP FOR ANCHORS EDGE DISTANCEyLRSLIS SPACING SCHEDULE FOR ANCHORS, MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES RMWATED BELOW. FOR E. D. NETS THAN THE I10HC M. REDUCE ANCHOR SPACING BY MIIUIPLYING HEgCIN9 SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTANED USING FACTOR SHALL NOT BE LESS THAN MNTWM SPACHNG INDICATED FOR EACH ANCHOR TYPE - - FACTOR - ACTUAL EDGE OICTANCE TAPCON - TAPCON WITH ADVANCED 1HRFADFORM TECHNOLOGY ALL POINT SOUR SET BLUE TAP W/ CAP TAPPER. MIN. SPACING +. F-0. ABM. SPACING - 3 GIN. SPACING - 3' SPACING - 3 1/2- MIN. SPACING - 3' 3 3/4' 4' POURED CONCRETE M: CK �jCy T_ BLOCK TOUE DD aaNtZgIE 1RL FDL=3 1/Y CONOREHE T1Oa( MN. M.2 1 POURED CONCRETE & CONCRETEMIN, JAr POURED ComatoE NR CONCRETE MR. -�K H;AI✓tT) omNrMEE LIE FD.=3 1/T O3iT4TE aDlx OO Fb-2 1/7 s' 1D 0.90 1D IL78 1.0 D94 1.0 21/2' - 0.81 1.0 0.71 - - - 0S1 - 1 1/2- O 5 - - - _ 0.35 _ /T710 OL: 7rE C —0, ri c, TIWT TESTING & ENGINEERING COMPANY 6M IIW. 3Im6 M. SEA 3W. VMGMA GARIQS. TDRGA 33 Phme : (-VS)871-1530 . I" : (30S)871-153I e-maik Bbccccc R.mm ES-00=19 WALTER A IMM Jr. P.E. FLORIDA Lk. / 44157 n,& & m American Shutter Systems Association. Inc. 4268 Westroads Drve West Palm Beach, FL 33407 Hurricane 2015 EASTERN METAL SUPPLY, INC. 73=wv ■ Is "Am mrA a TM Accordion Shutter System RV. MADE #1 W/ CR W/0 HV. WNDOW BADE / OLD 11-192 4 13/15 HATE 4/13/15 2 DRAWING No 15-085 SHEET - •: F' ]1 ••'!a i1, i.11 1 • w�i]�I�a 'ice 1 1•E !:�1 rllll:t-F 10 ' •} 1 ?\ _ .a _ al -.b . n' , 1>. uV .0- .Ili• , >•_ 1 . P.-. 1:.. - �®mE70000 ®®)�®®IE1t� L7 F�i700000[J DOEIII©Fi0©Ef mm0nvvvo ®®mm®®ov vvovvvvv ©©DOQ©©© ' -• ®mmnvovo®®mm,m>vomvvavvvoo©vvvn©©© mmmnnonn ®®mmmmmo vnvv(vavTOT4 ©vvv©©©v inmmnoovv ®mm�a�oo®>favovvvoa vvv©©©Eao', mmmvonnn ®®mmmov©vvovvvorQ v(voov©©© lammnnnvo ®®movnr�o vvovvvon vvv©©IE7©© mmmnonvommm®mmonvvvorw>v©oov©vv©v mmmuovno mimmmTOvvv vvvQv©av ©on>o©©v© ®mmuo>von®®m®laDmm©vvvovvoTavon©©©©©! 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T",,�,,� 92015 EASTERN METAL SUPPLY, INC. Accordion Shutter System rl 0- � c �-,n, Tiv a.anE #( w/ oR W/o itv WtoDov T?i.ACE American Shutter SYstenls TILUT TESTING & ENGINEERING COMPANY °A� �1 �` Mi STATE OF * am KIL 3mR 31- sce 305• MOM r•WIM Hum. 331 Association. Inc. , ` OLD 11-192 4/13/15 DAlE: 4/13/15 Phm : (305)371-1530 . Fmt : (3a5)971-1531 4268 Westroods Drive 2 DRAWING No %�'°F�;• ORIDp .\��,`������ 19 West Palm Beach. FL 33407 3 s/OVAL E�G��``� VOL1m A mur Jr. P•e 4 15-085 P.E_ SERSi AAJ DATE rwrsm�u` u,sl 6 SH14 XOF 20 MAXIMUM GIVEN ASD. MAX= OMM PREMIRF d4I RTFUT RKING (p•a�f-1 ANO CORRESPO Speu N n AS D. DE51 .N PRESSURE RATING AND (SEE MOUNTRQS ON SHEETS 16 & 17). A 'CHOR CORRESPONDING. SPACRd(Z03.) MOUNTING _ SCHEDU _ _ TYPE _ _ TYPE F FOR A L.J B--:�TRATE MNmn1M SOUTHERN PINE No. 2 W/ MIN. G=0.55. DOUGUCS FIR W/ MIN. G--O.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. 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OS 9S 9 60 12 12 12 12' 12 1.5 10 9 8 7S T 5 6 12 12 12 12 OS 9 8 7 b 6 5 5 90 72 12 12 TO B.5 7.5 6.5 6 5 5 4$ 4 4 05 12 12 0 8.5 7S 6S 5S 5 4.5 4 4 3 - n HV BLADE OR (j) HV BLADE W/ AA HV WINDOW BLADE WORKING IN UNISON* . sEE AII016 ac ug FtW BIAOE�ON 9lFET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCIORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4'4 TAPCON ANCHORS„ AS MANUFACTURED BY LTW. OURDET( W/ UNHUM EMBEDMENT AS 01DIG17FD AT EACH SOMM ON SHEETS 16 & 17. D(CEPIOlE SEE NOIE 2 BELOW. 2. ANCHORS 70 FOLLOW COM SMALL BE AS PER MOUTHING TYPE U. SHEET 17 AND SK4 L CONSIST OF TAG SCIMMS AS PER H5 2012 SPECFICAJION& 3. SURMRATE StIAO. CGILSCT OF THE FOLLCOM -SOUTHERN PINE No. 2 W/ 0-0,56 (N.DS) -DWSAS FIR W/ G-oso (NOS) T/�,.�RUCE PINE FIR NORTH W/ G-0.43 OU3_a�. ) -SPROCE P94E RR SUIRN W/ G-036 (NDS) -MML Ve COX PLYWOOD (1986 APA) 4. ARCRORS STLLL BE pSTALLEO FOLLOWM ALL OF THE RODOMMENnA710NS AND M13CFVJMO S OF THE ANCHOR"' MANUFACRIRFR. 1111HHINl/AEA _{flWT TESTING & ENGINEERING COMPANY Ate_% • N.R 30M. R Sh 705. %VWM GM004 . FLOFW 1 ST Phone : (3a5)871-1530 . Fmm : (305)871-1531 *�pp. STATE OF WALTER AAOCCM R67t,9ir. P.E iC�OrAI dclnAnhQYmc%fSr RMOA LIa f 44167 M ISTn RAR M Amertwn Shutter Systems AssockItionA Inc. 4268 Westrocds Drive West Palm Beach, FL 33407 Hurricane 2015 EASTERN METAL SUPPLY. INC. Accordion Shutter System H.V. BLADE 01 W/ OR W/) RV. WINDOW 11" CAWING No 15-085 U LL FINS' BE LIMITED TO 105.0 DESIGN PRESSURE RATING, SEE SHEET 19 FOR 1/4'D TAPCON ORA.S.D.D G FOR INSTALLATION 1 8c A O 6 APCON WITH ADVANCED 1/4 D TA= OR THREADFORM TECHNOLOGY W/ 1 1/2' Wm PENETRATION TAPCON WnN ADVANCED THREAOFORM TECHNOLOGY—r------ OF THREADED AREA TO w/ 1 1/Y Min. PENE1RAilON OF THREADED AREA TO E70RTNG WOOD HEADER. (SEE SCHEnLRr: ON SHETS 15) 1 1@L SE3nNL (SEE SCHEDME ON SHEET 15) 1 70 Gnus C MILGLNE SCHEDULE ON SCREWS W/ 114'-20 NUTS �— 11 FOR BADE ® 12, O.C. ON SHEET 19 1Min. DOSTING I [LADES(D Ir 0 I ._..-- V-EXI511NG M01. j5 Yx4' WOOD -.�.-, _s::Y .'` FINSH ORHEADER 1 T REWIRED GN Eamo; M81r ®HEADER f REQUIREDWL !•_"O TAPCON OR 7APCON WITH ADVANCED SWWA18ION I GLA '•1 :_:READFORM TECHNOLOGY W/ 1 1/2' TO GLASS (SEE (_ 93EDJ E at SHEET 1 I MN. SEPARATION TO GLASS .;. Min. PENETRATION OF THREADED AREA TO D(ISnNG WOOD HEADER. 11 OR E1L (DA DUSTING SEE SCHEDULE ON SHEET IT ;.� (SEE SCHEDULE ON SHM 15) 19 FOR 1 f#ADES (Dd (D 2 x4' CONY. SILL PLATE REO'D. ®naR IaSTe enna ®HV WALL HE 1 ®W WALL HEADER INSTALLATION I V , S INSTALLATION I FDOSnNG CLASS-, 1 MIN. SEPARATION TO GLASS t t MN. SEPARATION TO GLASS ' EXISTING a` —(SEE SCHEDULE ON SHEET 11) ) �(SFP 5(2iEl11LE ON SHEET 11) NN. SEPARATION TO GLASS I 1 1 COD PLATE (SEE SCHEDULE ON SHEF7 11) Gla,"s-^ EyJsHNGG I z 1/4b-20x3/4' S.S. 1/4'0-2%3/4' S.S a MAGNATE CLiENS \ 1 USING 1/4'-20 I I MACHINE SCREWS W/ I I 1 NUTS ® 12' O.C. WALL \ 1/4'-20 NUTS ® 12" "' FISH I I O.C. ' OR® I OR ' 2rx4' CONE'. r} WOW PLATE 1 `. 1 _ _E MID.'a. iv 1' Lin. _ iV 1' Min. OR TAPCON THREADFORM 2'x4' COM 1/4'D TAPCON OR TAPCON WITH ADVANCED 'SILL ` TEcHNoAPCONI w 1ADVANCEO __ 112 Min. PQtETRATjN OF THREADED AREA To EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ t/2' 1J4'D TAPCON OR � ~ Ifin. PENETRATION OF 7HPENOED AREA INTO PLYWOOD 7APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE (SEE SCHEDULE ON SKEET 15 ) (SEE SCHEDULE ON SHEET 15) - EXISTING MIN. Yx4' 1/2 MIN. Call THRISADFORM TECHNOLOGY SHUTTER ASSEMBLY. � � REWID. WJ 1/Y Min. PENETRATION OF 2-MOUNTING SECTIONS fAt4 BE WALL FI� 1/2" MIN. COX PLYWOOD FEED. G MIN. S1UD5 O 18' O.C. MAX. si PLYWOOD 7D A WALL. FIN THREADED AREA INTO PLYWOOD COMBNED IN ANY WAY TO (�p� SCHEDULE ON S1DfT 15) slur ANY INsblIJA710EL HV WALL ATrACHIM STUDS SILL INSTALLATION 2'x4' STUDS OI IV O.C. MAIL IWO. PLYWOOD TO BE ATTACHED TO SR/Ds N ACCORDANCE WITH SE Tf0N 22508 OF THE.FILC IN(SEE TO �.% ACCORDANCE WITH SECHON 2308 OF THE @ HY WALL SIL INSTALATION ©HV WALL SILL INSTA ION � � BONS OF OF F-B-G TUAOEaN sHEEr FI.OF& D1ILDING CODE (Ron high Velocity Hurricane Zone'. 0 2015 EASTERN MEEAL SUPPLY. INC. `1okiI11111„I,i,rl� � ► A. rlt�, pax BERTHA NVTM ���,� /�TL7E c �o. �� Accordion Shutter System �. ®� �I Kv. F1 #1 W/ oR W/0 KV. WINMW BLADE "✓v'� TILUT TESTING # ENGINEERING COMPANY ®�C Shutter Systems AswclGtton, UEV. PA 0ESCRIPTION MW I DRAM Enft Ni ww w.W. 3M. M St% 305. VRGM O RDEN3. RDRDA 331fA Ine. ' 1 OLD 11-192 4/13/15 d00 4/13/15 -q Plu— : (305)11-1530 . Fax a (305)871-1531 4268 Westrood3 Drive •� 2 ' DRAWING a Oml 6TtecoOad<vm S'•• F � West Palm Beach. FL 3340E %y�.c�pp•�� ��Rf9p No 3 15-085 .'RI" WALTER A. MUff Re o [4i c'i51f'diYnit•��Rfri�oml7h• rr ROOD Ue. 0 44167 4 9 curG-r I IN WALL FINISH 1/4'4 TAPCON OR TAPCON WM ADVANCED THREADFORM TECHNOLOGY W/ 1.1/2' ? PENETRATION OF 7HREADEO AREA TO EXISTING WOOD HEADER. (SEE SOMME ON MEET 15) 1. ulu:_ EXISTING MW Yx4" (SON HEADER REO•D GLASS 1 FAIN. SEPARATION TO GLASS i (SEE SCHEDULE ON SHEET I 1/4'0--20x3/4" S.S. �j PFOLLIPS TRUSS HEAD :1-0 MACHINE 1/4 SCREWS W/ 1/4 =20 Nt1i5 O 12, D.C. I�S HV WALL HEADER INSTALLATION Mff SHEET 4 RR TIPM 9111REA ASSEI�.Y 2-tCUMMM SECMHS CAN HE COL 9 R ANY WAY TO SUIT ANY I STA11AT9M. 4"x6' (LOn.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF ODSTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUnFR INSTALLATION. 1/4"0 TAPCON OR TAPCON MM ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/Y ATn. PENETRATION OF THREADED AREA TO EXISTING WOOD HEARER (SEE SCHEDULE ON SNEER 15) i I (STING GLASS-- T wA I 10 SDE➢I n (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24' O.C. REQUIRED WALL FINISH 1/4'4 TAPCON OR TAPCON WM ADVANCED THREADFORM TECHNOLOGY W/ 1.1/2' ? PENETRATION OF 7HREADEO AREA TO EXISTING WOOD HEADER. (SEE SOMME ON MEET 15) 1. ulu:_ EXISTING MW Yx4" (SON HEADER REO•D GLASS 1 FAIN. SEPARATION TO GLASS i (SEE SCHEDULE ON SHEET I 1/4'0--20x3/4" S.S. �j PFOLLIPS TRUSS HEAD :1-0 MACHINE 1/4 SCREWS W/ 1/4 =20 Nt1i5 O 12, D.C. I�S HV WALL HEADER INSTALLATION Mff SHEET 4 RR TIPM 9111REA ASSEI�.Y 2-tCUMMM SECMHS CAN HE COL 9 R ANY WAY TO SUIT ANY I STA11AT9M. 4"x6' (LOn.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF ODSTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUnFR INSTALLATION. 1/4"0 TAPCON OR TAPCON MM ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/Y ATn. PENETRATION OF THREADED AREA TO EXISTING WOOD HEARER (SEE SCHEDULE ON SNEER 15) i I (STING GLASS-- T wA I 10 SDE➢I n (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24' O.C. REQUIRED D(ISTING SOFFIT 3/4A Rex. THIL 14x3/4 �1'x4'xt/e' CONT. ALUM. TUBE S, (6063- 6 ALLOY) W/ O 6" O.C. IJ��FOMRMAMZIIDMO 1 or © Or Q 9)'/WRAF LAc SCREWS 10 or Q Or © I TRt155. H WAFTER SCREWS LOCATE LAG SCREWS AT I NIDWIDTH OF nasTINc WORD I MEMBER (2' 1Gn. NOMINAL OPEN HOLE A 16111- 1YIOR1) W/ Y RUn. SPUD TO PENETRATION OF THREADED 5/16'F LAGSCREW 'a` AREA VALID FOR AT CENTER O Y INSTALLATIONS WITH 72pst MAX. ASO. DESIGN LOAD AND 'n EXISTING 9'-D' MAX. SPAN. THIS GLASS-1 OOR ®'j70- INSS ONLY VALD FOR OD SPECIFIC ITY O A FIRAOR OF AS DOUGVS 1 OR ®� HE FIR OR SOUTHERN PURE Na 2. OR EQ AL oR muAl V HV CEIUNG INSTALLATION IIISEPARATION I To 1 OR ®� v AEM SEPARATIONMAR1 I 7 (sEWEN S LE �+sNEEi 11 EXISTING I T MASS Z j SEE SCHEDUlE •i 11 1 EXISTI+Gt —Oj cuss\ IA �smaC�B \ oN SHEET 11) I I s I I I II 7 IANCHOR I I EisnNG FlNSIi I I ©1 * 7 ELK LOCATION 3 WN $tOx3/4' HD( I I I I tl REQUIRED 1/4A WASHER HEAD TEK I hfi= SCREWS O lY o.c (NO FLASH s Mzc.`.,'.-i': OR 2•.6• ALLOWED) r DECK REDURm (NO _� FINISH ALLOWED) 19 EDGE OF DECK ZOF E EDGE. DECK DECK IF IFAPPAPPLICABLE ? IF APPLICABLEIz APPLICABLE —�- • 1A 1/4'0-2OA3/4' S.S. -�^ !�- 'r': 1/4.0 TAPCON OR PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED ' MACHINE SCREWS 1/4.0 TAPCON OR TAPCON WnH ADVANCED 2' LAIN. 2'x4' CONT. 7HfREADFORN TECHNOLOGY W/ 1/4'-20 NU75 THRFADFORM TECHNOLOGY W/ 1 1/2' Rrm. SILL PLATE 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2' MITI PENETRATION OF THREADEDLED s:. W/ 1 1/2' l6n. PENETRATION O 1Y O.C. TECHNOLOGY W/ 1 1/2' Wo. PENETRATION OF THREADED - OF THREADED AREA TO AREA TO EagnNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE OUSTING WOOD HFAOER SCHEDULE ON SHEET 15) (SEE SCHEDULE CN SHFEff 15) O HV wALK—OVER INSTALLATION Ao "ss11�r ;9 w HV FLOOR INSTALLATION ® HV "WALL SILL INSTAULATION ® RORIDA BUILDING CODE (lion High Velocity 89urr7cane Zone A.•T/® 2015 EASTERN MEFAL SUPPLY. INC. �10ENSF BERTHA Y'HvTM Ere ®� Accordion Shutter System c ■ ® ■ H.V. ®.AM #1 W/ OR W/b KV.. WINDOW HAOE /TIT G _. _. . American Shutter Systems DESLWPION BATE DRAWN Or M.L. dY' TILLIT T1 STING k ENGINEERING COMPANY - Association. Inc. 1 OLD 11-192 4/13/15 Awe 4/13/15 R1gT ILA. 1fiU. SW. Ste. ws. VQgA rALmDs. Fi1Tt0A 331 ykuhllur` rx,w,e ; (M5)e71-1530 . Fm : (305WI-1531 4268 Westroods Drive 2 DRAWING No ''F51� *........•`• r�\ IN EE•-� 119 .ten West Palm Beach, FL 33407 3 1 5-085 1ipF QiVAL t'\ `WWWWW WALTER A TILLY Jr. PT- 4 rIF1 I1 FLORIDA Uo- ! 44167 S SHEET P.E. SEAL�S�IU�AYURE/DATE 6 17 OF 20 END INSTALLATIONS (1) HV BLADE OR 16 WINDOW BLADE INTO 2"x4" Mid WOOD STUDS J 2]4• ♦M V rStU¢S F1W& 2W N. ,10® ra- tmt. i � , 4tl Tx aw US .wave. 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Accordion Shutter System _ =H.V. 030,14k !� #1 W/ OR W/0 H.V. WINDOW SUM s,�ryT/, /v� ; 11LLlT TESTING &ENGINEERING COMPANY AmerlCan Shutter Systems O15CIt�RUM a11e orarm er: u.L z *= •• u,�ETf DF z � KM, 3E,m. SL. s ws, VMM CWDEW. EtnE°u 331 A380CtOtTOfl. Ina 4268 Westroads +F31ave 1 OLD 71-192 4/13/15 Da1E 4/13/15 '<� phwG : (30W)S71-1530 . F,■ : (3a5)871-1531 o- "°9i h1'BOCO West FL 33407 z DRAWING No :ORIDA : S/ON ER-OW6719 W LL1Q2 Palm Beach. s j 5—O�rJ �� AU1T 1 Jr.P.E.4 P.E.�'BFiA��URE/DATE "��' u` 4 4667 a SHEET 18 OF 20 MAX ALLO Ww0 SEE CONI DEO 10 t FULL ELEVATION Ha` �' N TD GLISS DOSING L,YAs �ASEEE SCHEDULE ON S W 11 FUR MAOE(D --- j- ON— --HEff FOR BIAD6�8 ------------------— — — — — — — — — — - _------------------------------ wrl W/O NOTE 4 ABOVE) p. TYPICAL 1 HV BLADE WORDING IN UNISON WITH HV WINDOW BLADE a SHUTTER* N.T.S. A. TILLIT TESTING & ENGINEERING COMPANY STATE nF = rasa wR 36C s6. s 3M, VRMW GMSF/4 FL F= 33 �/ "�� phro : (305)071-1530 . FM : (305)371-1531 'ZOR10 ��i`4`� o-mmM-0006719 eom /H (:\ `: WAL E A, MUIIrr Jr. RE '�-79 H .t..1,N NYtvl-.' FLORIDA Lim / 44167 1. IIMX A -%A DESCH PRESSURE RA104G +110. - 110 P.O. 2. MAIL SHUnER SPAN: Or 3. ALLOWED MOUHnNGS: A D. G & R ON SHM75 6. 7: AS WELL AS M�IX1�NTRR= AL 0. T. Uowy y�y& W OOWN SHEENS 16 h 17. y ED i,�our, (X9 MIISr Dxwom ONLY A7 Ex1EJ2l%AC1 . IN SIDECASE O OPPOMNG S W HV WINDOW RUDE Q SWILL OW ALLOW A MADMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER I1lA0E AT SPAC H.S SHOWN ON SHM 4. (a) MIN. CLE) RAHCE FR9N TOP OR BOnW1 EDGE OF HIV WINDOW MADE® OF ANY 3'0 ROLE FOR Qj SMALL BE 12'. (C) FIRST OR E BLADE COMING OUr FROM STARTERS AT ETAS !LAY BE HV WINDOW MAD (D) W WINDOW MADE Q MUST BE USED ALTERNATE TO A SOW W BLADED THROUCHOOr STRRIESYS N'ATHL CEj�EASHIALI, N�'IWS BE MSrNLFD MJACERr TO A SOLID NV BMUDE�1fAI ENIMAIES N WE OF THEN. (F) PHEYI:ARBONATE W WIDOW @SHALL BE INSTALLED SO WA TABS FACE THE WEDIOR OF. THE OPUUNG BEING PR MFED. HV WINDOW "NUSr BE ONLY INSTALLED, AND LOCKED USING A W SErHNG YOM PROVIDED UY ASS& INC. G. SEE ANCHOR SPACING SCHEDULE FOR INSOUTATONS INTO WOOD FRAME BUILD ON SHEET 15. AS LWim BY SPAN AND DESIGN LOAD (SEE NOTES 1 A: 2 ABOVE} 7. SEE ANCHOR SPACING SCHEDULE FOR DMAIIADONG UOD POURED CONCREM OR CONIONEIC BLOCH WALL ON SNEEIS 12 @ 13 AS LDUMD MY SPAN AND DESIGN LOAD (SEE HOMES I a 2 ABOM). & ►O IRIN SEPARARON TO CLASS SCHEDULE. PER ASIV E-199re WAND ZONE WOMM SEPARATION TO MASS 1 -UM 3 1' 4 625, AM■MS.IS.A. American Shutter Systems Association, In 4268 Westroods Oriva West Palm Beach, FL 33407 i n Nigh Velocity Hurricane 2015 EAmERH L(ETAL SUPPLY. INC. WISH" ■ 11111411% M7. W TM Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. 4'ANDDW BADE I OLD 11-192 4/13/15 CAm 4/10/1s i DRAWING No 15-085 Sc 1 1 24 O_o3V THICK - W A-653 GRADE 40 MTn_ G-60 GALV. STEM T METAL STUDS AT 16' O.O. w , o a �y1 W 1 3/45i B 1/4k 0.035• T1OCtt IV3A CONE. GALK STEEL TRACK CHANNEL. a ASTM A-Bil DE a CRAM iOm C-/31 OALVAN® FASH?!ED TO SRW 1P( h DxORaCR FALL I oasiNG CLASS I i 1 3/4-x 6 1/4 -x OM5- THICK Min i E. GTLV. STEEL. TRACK CHANNEL A-683 GRADE 40 1fn. G""60 I FASTENED TO SWDS I (EGAWMARM (7j $ext/2' TEK SCRES ON MR & EXTERIOR FACE i o 0 us "yj W 0 e 1 1 TM A SW G ACE W Wf G-6 A -SW GRADE 40 Min. c-6o S AT STEEL METAL STUDS AT 16' O.G MIN. SEPARATION (SEE s(m UQ iTOTG hNW1 APPLICABLE O.C. \ \ ® 6' O.C. INSTALLATIONS Wf (J) HV BLADE & HV CENTERMATES 43b 41 INTO METAL STUD WALLS r el 0 GENERAL AN D S O FOR BERTHA 1 M/ BLADE ACCORDION SHUTTER SYSTEM INSTAl � ATION TO META MD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (pst) 2. MAX: SHUTTER SPAN: B41 3. ALLOWED MOUNTING: M© ON THIS SHEET. 4. ONLY ENTI;RMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT, USE O (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. *41 BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE 21 APPLICATION WITH BLADE(!) a 6- O"C" .:7 MS !HALL HEADER/SILL INISTALLATIO i Vs§§ Iw, V—J �3 11/4 (TYP•)---I---I (Cont.) 1/Y .err (6` Min") WIND ZONE MIN04UM ASTM E-1996 E 70 GLASS T THRU 3 1 4 4' f70511NG FINISH AS APPLICABLE VA (TAP. TOP & BOTTOM) ot VA SYMMETRYCAL .MILL SEPARAiibN5:.V wi CENTERMkTES W / TO GLASS 2- `INTERIOR ACCESS SIDE-- ; ( scHEouLEy IN I A-05(6. MiO.) — I I TILLIT TESTING h ENGINEERING COMPANY -0 : qTA7r nr 63M N.11. 3M. SL. RI. MM l4tMM ORCO $ ROMA 33 O ` Plwna : (305)SJ1-1530 Fm.: (306)aT1-1531 rt s� ,jAj'(�'�Ci\`%Lo HALTER A. TR1R Jr- P.E P.E." • (b'r ;EWE FDA U� 4 44167 6 1/2' MAX. 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