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HomeMy WebLinkAboutEngineering S GENEML NOTES: 1.BERM HN.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA --• BUILDING CODE THIS ACCORDION SHUTTER SYSTEM STALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE'S. p •l'c• DESIGN WIND LOADS SHAM BE OETERMINED.AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE LE OF CONTENTS ENT_S_ BE INSTALLED WITH A DIREC11ONALBY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TD VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND[DADS AREA•1• FIV BLAT, �& BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE Wj MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES I SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR SYSTEM COMPONENTS 1-20 4 SHEET 2 ANALYSIS,HOWEVER.A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL I -FIV BLADE(D fOZ14.01-03,#0715.01-03,.)1004.01-05,#1214.01-05,00317.02-06.f0609.OT-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM EL-1886 �A ')• 1•IL7 F11 AFIF AND W WINDOW ELADE h�A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (-WHERE APPLICABLE}. I -FN WINDOW BLADE @$0505.01-08 AS PER PSDM E-•1886 ANO E-1996(MISSILE LEVET.0.WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND j 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS j SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SNEER'6 2.FIV BLADE D AND HV WINDOW BLADE QARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAJLS C-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS KV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SEAL BE 114x275'AND$14x1.75"RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV I SHEET 9 STAINLESS STEEL.SCREWS WITH 135.0 kA YIELD STRENGTH AND 180 kvi TENSILE STRENGTH. PINS SEAL BE COATED WITH BEIRTHA FN OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED i COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE 14V MARKING ON THEIR HEAD. END CONNECTION DETAILS i-^6,CONCREIE,(BLOCK SHEET 10 j 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 Tis;FOR MAXIMUM SPAN TABLES I SHEEP 11 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREAS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STET_AS PER DIN 60018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k9I MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK j SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM•A-307 GALVANIZED STEEL.OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksD MINIMUM YIELD STRE•1GTN. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FF7 BLADE 0: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 HV BLADE a&0 WORKING IN UNISON: 12, 13&15 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 -8.THIS BERTHA HN.ACCORDION SHLITTER SYSTEM BEARS A U.S. PATENT$6.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT(5'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3• WINDOW BLADE 1A ONLY 9.R SHALL.BE THE RE5PONSIBILI7 OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK SHEET 19 ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INMUSION. TYPICAL SHUTTER ELEVATION to.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 FN AND HD �EA 4• HYWINDOW BLADEl I/(,)NLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT W^MAPPLIED TO. 13.ER THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. .Va (s t (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED„PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAW t'G L O. BE �F� THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN TH (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED By ANY MEANS (d)E TTE SPEGFlC PROJECTS SLAT BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P-EO.ENGINEER SHALL-SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. FLORIDA p I1 Mr u . (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. BUILDING CODE(Non n19F1 Velocity Hurricane Zona BI 6 2015 EASTERN METAL SUPPLY.INC. A. iBERTHA 1. VTM Aon ACCardi 0an Shaver System .' : - ' " M L ECO 1 N c. M FIV.RXE#1 W/OR W/O FLY.WINM RADE S AmeriCOR Shutter Systems tEV.W DMMFTIOR DATE DRAWN BY: ML PNI T /r TILER TESTING 6c ENGINEERING COMPANY ASSOCFGtion, Inc. 1 OLA 11-192 4/13/15,DA,'E 4/13/15 DF e3as N.N.30 h.sL,-369,wewwu eaAoas.rTrn+DA 33, ��+. 4268 Westroads Drive 2 PMne:(309)871-1530.Fox:(305)871-1531 DRAWING No '�., { ` a a:Ott-ftol- West Palm Beach, !=L 33407 3 /� _L '•,,MLS/AryNA�• ��`1�`.� R A.IlU7,9 4t'4-0 , 15".`V 5 r0q, T iriAtl� FLORIDA LL P ff 44167 s s SHEET P.E. SFALf S`iNA URE DATE e. ! 1 OF 20 i . 3.0 FOR WNaOW BLADE L'^./ A ea, w VARIES 1.918' 1.491• is,a p.231 o Rf�'Sr 0454 6' ol____ a Max. 1. 1 0. 49 $.857• 4.944" p' 4sAS 1 H SOLID BLADE .378 �ry 5 Y 0' 1$ ' STARTE 3�}HV UNIVERSAL FL0 ER Q�S/ COVERED UNDER US PATENT 5458179 ° QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE iO (�HV DIRECT MOUNT HV SLADEQ f�ABY WINDOW SLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 5063-T6 ALLOY AND TEMPER I *SEE LIMITATIONS OF USE OF BLADE e ON SHEET 19 6063-T6 ALLOY 6o AND TEMPER 6063-T6 ALLOY AND TEMPER .226' 1.500• pq' °o 085' a .556" is (TYP.) v, 670• q4' 2.670' 67 1.000" .670` 2226' 0 072 1 0 0 842 c 4.897• o .815" 2.092' 'D.o7z' - -- 0.072 l!J HV ADJ. ADAPTER W/LIP 4.436' 12 g 1.375" 3226' QUALIFIED FOR USE W/ HV BHV WALK-OVER TRACK .920 QHV ADJ. FLOOR TRACK SLADE(D QUALIFIED FOR USE W/ HV @)-HV TRENCH TRACK5s' 3.750• 6063-T6 ALLOY AND TEMPER (In FOR USE W/ HV QUALIFIED FOR ADEU E W/HV - BLADE 6063-T6 ALLOY ANMD TEMPER BLADE Qt ONLY. 1� HV RAINGUAAD 6063-T6 ALLOY ANO TEMPER *VAIIIS 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/HV 1.936' E I. • BLADEfiI '0 1917, VARIES iS36' 6063-T6 ALLOY A DTEMPER Q$3' mo .083" 3•60' o urj, 670 a N ._093• 093_o , .060" . mi,.o. 670 1.686` ,a 421 6701 11 3.520' 5 " 3.529" 1 �6A7. ' 11 HV CEILING HEADER � HV HEADER/SILL, 13 D CEILING i{EAD R SILL Q IFIED FOR USE W/ HV BLADE t ONLY, QUALIFIED FOR.USE W/ HV BLADE 11 ONLY (� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE1 4 HD WALL HEADER/SILL SEE SECTIONS FOR VAuDrr?- SEE SECTIONS FOR VALIDITY. O QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. X 6063-T6 ALLOY AND TEMPER t 1 COMPONENT A B T1 T2 % Y t 2' 2' 0.125' 2' 5"MAX, 1/8' 1/8" i --__-= 3' 3' 0.090' �, , (8 AK.2" 5'M 0.192' 0.192" I U SIDE ANGLES B CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7•MAX. 0.190' 0A90 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. BLADE 1(J QUALIFIED FOS USE. HV BLADE 1�, 2' S'MAX. 0.139' 0.131` 6063-T6 ALLOY AND TEMPER ' 6063-T6 ALLOY AND TEMPER 1% oil FLORIDA BUILDING CODE{Non High Velocity Hlurricane Zane a,`a�NaR�.TtCL/TJJi�J� ©2015 EASTERN METAL SUPPLY,INC. e`�t1GENSF,' �9 BERTH -HV, 77117 C O ,� S A, Accordion Shutter System H c ■ ■ ■ ■ H Y.MME#1 W/OR W/Q RV.U DOW MIX Shutter Systems ::�= TILUT TESTING & ENGINEERING COA4PANY Assoclattan* Inc. �3 N �?t +ATE Ow1wN 9r: M.L STATE OF SCF 6355 N.W.3sth SL.Ste.305.V9il7MA G4AOENS.FLORA 331 /13/15 OASE� 4/13/15 Phone:(305)871-1530.Fa:(305)871-1531 4268 Westroads Drive 2 0��•,FI OR��G.`'��`. o^roanEEI-t4Ttaca®aataam West Palm Beach, FL 33407 3006719 DRAWING Na JJJ/JJ�`tS�'fpa4'A�y\`a�a�a` WALTER A.TLW JF.P.E. 4 15-085 P.E. S� yl�ilYGtVL49`1)RE/DATE FLORIDA U..17 44167 S SHEET 0 2 Of 20 i I i 4.660' .929* 4.676' 45' 2.293* &Z, r-DIE CAST 2 293" .745" 1.334- S.&M.S. THRFMADED 1 4--20 =-2 to • (2 TIP) ED DIE CAST ♦ HOUSING ENAMEL as DANED PAINIED .062" to Iwo TURN 4BRASS CTUX BRASS CnUNDER ae., KETS(owe (CRIMM PLXrEp) 21 HV CENTERMATE X/ PLATED) t QUALIFIED FOR USE W/ HV BLADE 1O&(9 ONLY OU'a HV FLOATING CENTERMAIX / MY LOCK HV EGRESS LOCK ,r 3.023* QUA 8. 6063-T6 ALLOY AND TEMPER ED FOR USE W/ 14V BLADE Q)&0 ONLY W/ HV 0p1" J--04.1.. HV BLADED R USE QUALIFIEDeR USE W/ W L E:(f 6063-T6 ALLOY AND TEMPER (2 ORNER CENTERM T & ONLY. BLADE 3LE &(9 ONLY. QUALIFIED FOR USE W/ HV BLADE Vl�ONLY - 250"010. 2.674' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD .518* 1.756" 922* C045* MOLDED 0 r- SCREW 2.079" 1.753* 1 iy 60*AFTER RNIETING 1000* b - 9 A-20 x 3/4 BEFORE RNETING 1 S.S. U SCR 1/470-2O RIVNUT* to *SERIES 9444 ALUMINUM(2024-T3 ALL"LARGE FLANGE THIN 7 4 SHM NVISM.PARr f 0820,AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION HV MALE 'T" LOCK CENZRMATE CHOW TDTORN,PARMPPW NEW JERSEY 07OU OR EQUAL LOCKER FOR "T LOCK CENTERMATE:, QUALIFIED FOR USE W HV BLADE ONLY BY FEMALE gMATE HV "T" LOCK @ HV ALTERNATIVE LOCK ALLOY Y/ -J- 6063-T6 .0 AND TEMPER(9 @ QUALIFIED LOCK CENT QUALIFIED FOR USE QUALIFIED FOR USE W KV QUALIFIED FOR USE W/ HV BLADEQONLY FOR USE W/ W BLADE ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMIEP WI BLADE(D ONLY. BLADE(D ONLY. 1.917* r 3.161 W32 063` -43U2 10 THUMUTURN .063 CYLINDER OR 214' .062' .214` KEY CYLINDER tn .545- to 1. 0.975"Min. 31 .4.0 .125*Max. ATE W1 NO LO ING ROD jJD CENTERMATE W/ LOCKING ROD n, .1 0 q6 "i 0 QUALIFIED FOR USE W/ HV BLADE(g& UA HD CENT QUALIFIED FOR USE W/ 14V BLADEO&OA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S-INSERT VARIES 12"MIN. QUALIFIED FOR USE W/ HV BLADE Q)&(B 1/4-0-20 S.S.OR 3/8-0_,6 1130, 6063-T6 ALLOY AND TEMPER C5--ACETAL THUMBS (SEE DEWS) CYLINDERUMETURN LOR KEY 4�- 1.57 Min. I CYLINDER LOCKING ROD1.73'Max. i A NO LOCK QUALIFIED FOR USE W/ HV BLADE G 6063-T6 ALLOY AND TEMPER (g HV -3/-8"0-16 ACETAL H\ 2-0 AISI 304 By REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. DV5 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE O& 0 - ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F(Zjj%%VV!WsI BLADE 1 QUALIFIED FOR USE W/ W BLADE FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone' ...........• 0 2015 EASTERN METAL SUPPLY,INC. BERTHA "VTM lM Accordion Shutter System yyJ -co TLE z � A.S.&Aa :CI: III` N.Y.a"#1 W/OR W/O N.V.WINDON BADE -,:cv TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nc DESCRIPTION DATE 'DRAWN BY: M.L. Al 63W U.N.36th-St.Ste.303.VRGM GARDENS,FLORM 33JUE Association, Inc. I OLD 11-192 4/13/15 DAY- 4/13/15 Phone (WS)871-1530,Fax:(305)871-1531 4268 Westroods Drive 2 .........;� X� DRAWING No x e-mail:oNA� E6tiftecoccat"m West Palm Beach, FL 33407 —3 WALTER A.TILLIT Jn P.E. 4 15-085 P.E. SEAL/SIGNATURE/DATE FWRVA Uc.j"167 5 SHEET 3 OF 20 I i SHUTTER ASSEMBLY SCHEDULE FOR HV HHV 3/8"0 12"MIN. CE .1025 41 40 3 ! TO BLADE P 1A 1875' (D HV BLADE 1 .0625 .0025" HV WINDOW BLADE .0625` F sFCT ON x-x HV BLADE 1A �I BLADES0 OPENM ' .1875' Y ® HV LONG RECESSED NYLON BUSHING I azo N KNUmCPK, 0825 0.0625' ® 39 �1 HV SHORT RECESSED NYLON BUSHING f \I L ® HV NYLON HAT WASHER Q OR ® NNE _ I I FLAT B n10N as R'f O 3ia5a' ii / ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 49 ' 40 n ll Iso' X 4.870"x3/16" THICK NYLON WHEEL. 3 I { 1� a nr�I 2 7/8'MIN. HV WINDOW 1 315"4 CLEAR 0.188"4 AISI 302 SERIES S.S. RIVETS I SEPARATION °J' 3.75ac' BETWEEN '0625" .0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I o OPENINGS ON C 3/4'ItKSMON y-r y 7� .7500" ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 �47¢•@ 14 I s�� CLEAR Fxmaroa F FvnnoN ® POLYCARBONATE IMPACT RESISTANT FIV WINDOW I I o I _ ! j1 e�� TYPICAL HV WINDOW BLADE AA AND I I ; I 39 j 3 POLYCARBONATE HV WINDOW DETAIL 1QOR ® ( ® or @ N.T.S. ® REOUIREMENTsj i I ! (DOR ® I I �cPOLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC To BLADE BLV ME INNOVATIVE PLASTIC L.EXAN 103 RESIN * HY PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLEFORM I I ! (SEE NOTE "F° ON SHEET 19). iQ OR l il � o s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ry8a j ° �J POLYCARBONATE SOURCES FORBOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV 1OR 'Hv 1� BLADE. / O TYPICAL SHUTTER ASSEMBLYI 11EXTERIOR ,YAM PROP ES ST RF3 3N.T.S. HV PIN�2 OR®AT(2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExTERIOREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVOpo,324• BLADE'S KNT* FORSPE�WAV0799 M043(SEE NOTE FORBLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 048�r REQUIREMENTS) ;� noO ASN p938 S,.PaJ. 900 p.sL TYP. I RFINRAI STREMCM Ar TM10 Am DM IZ500"j. 13.4p0 p.,L (3) HV PIN ® OR t3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER8 O 95 iIL eDDays ASM D7" 3K000 P,.i. 345400 P.W. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET 00 I I Na CZAH.,a•oo Am D8ro/ nm! 01 101 Fr- �Fr- NRF �. rx a.,.,pMr_<• SMOKE DERSDY ASTM D21143 47.2 x 0145 x MAX WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF I URMG 'ISM'D635 C-1 CLASS c-1 CLASS N.TS. N.T.S. SBF 1GNR107I D1929 1040 T 8F0'F 11ffA➢gflIIffi ASN G75S 7131511E SlRT7lGffl AFTERWFAhQR1G ASN 0138 9302 psi. BSM psL "' °B'm°"° ASN BSB escl 9.1. g'°° HV BLADE SOLID & HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 0 2015 EASTERN METAL SUPPLY, INC. �A BERTHA HIVTM Accordion Shutt 'erSystem L1 GE 0imA S S A KV. BLUE#1 W1 OR W/O H.V.4WNDOW BLADE $huffer Systems IEV.N. DESCAIFTIOR DATE DRAWN BY. M.L. ,.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I QLD 11-197 4/1a/1s BATE. 4/13/15 ATE OF 6355 N.W.awn.SL.Ste.305,VRGMA GARDENS,FLORMA 33101 i�•' P71cno:(305)871-1530.Fax:(305)871-1531 4268 Westraads Drive 2 DRAWING NO F'• ORION a-mon:Ulteco0aa1— West Palm Beach, FL 33407 3 `�`� p �iss/�N C?\` �` WALIEA I TILUr J,P.E 4 ��OUS P.E.77S`�&fl�lOtYA URE DATE Lie. 44167 a SHEET OF 20 I *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATOID'CONOTIION i1:ONE HV LOCK®or®SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR;ANY SPAN 'GLH OR 12'ABOVE ORB OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATONS A#ANY ELEVATION. HV LOCK or 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©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.QpjjRQ��I IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV -ORS®SHALL BE RM INDICATED ON VNOAS TE AN INSIDE OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D ONLY MEN gy CONDITION #j OR LIMITED MANpkmgY'OoNn DD N� V X - 3. ° #2 IS USED WATWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,,BUT MAY 4 aa�5 Rg6 oR S�0 0a gr "'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS(U OR AN ALTERNATIVE DEVICE y II MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). =_ 4.MANDATORY CONOIiION i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR 4NY SPAN INAND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, INS ATTACHED TO,@ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKI(IG RODS � � XDc xvc AT TOP &BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y— MAXIMUM SHUTTER SPAN'SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ' 5. 1711M • ONE ALTERNATE HV LOCK MAY BE USED IN LEU OF HV LOCK or FOR ANY SPAN.MIDg5= 2d� INST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN N51DE OR OUTSIDE LOCK.ATTACHMENT O ' X v 1193 3Va Xoo-xw � OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4"ALUM. / E $ RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ; ® 6.t,,."ANOATORY CONDDION }FDR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK®or®Dr�;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 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. CSEE ONNECTION M.S. ®TOPOAND FB LOCK SIS LL BECOMPAS INDICATEDMANDATORY.NTICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILS ON D i E X 1 J K L N P Q R y W X I D L SHEETS 10& 18 rfP.HEIGHT. FULL I' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1.SECOND ALTERNATE TO MANDATORY CONDITION,J1 VALID ONLY FOR HV'T'LOCK lR).AND CEMF7LAL=a AND 1dXJ� CENTERMATE �Q/j��J+ONE ALTERNATE HV'T'LOCK(�MAY BE INSTALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND OeR®°,10,�� INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK.®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE @-0-9 m CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8*0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"0x 5/8'RIVNLTT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY *NOTES 0 D C<S & CENTE TES: 1. LOOR W MV W: ONE ALTERNATE HO LOCK MAYBE USED W UEU OF TYPICAL C1� HV BLADE SHUTTER ELEVATION IN LOCKS OR Q4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY B USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK_ATTACHMENT'OF HD LOCK®TO®IS W/3 08 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CGDE(Mon High Velocity urricpne one 01•PJit�� ®2015 EASTERN METAL SUPPLY,INC.� ' lr. BERTHA HVTM p S S p Accordion Shutter System L ECO N C. FAV.BLADE#1 W/OR W/0 KV.WIWOW RPM American Shutter Systems ZEV.w DESCRIPTION DATE DRAWN Br: M.L. TILLT TESTING & ENGINEERING COMPANY a STATE OF :'a` 6353 N.W.36th.St.Ste.305.y1RG GARDENS.FLOROA 331U Association, Inc. 1 OLD 11-192 4/13/15 qaE 4/13/15 Phone:(305)871-1$30.FDx:(305)871-1531 4268 Westroads Drive z ��� •. RI ���� a- 0:GltecDODDLcam West Palm Beach, FL 33407 3 DRAWING No ''N, /ONAIL :�`` WALTER A WTW-100067I Jr.P.E 4 ;15-085 rq %%% FLORIDA U�.tr x4167 5 SHEET P.E. SEAL gNWRE/DATE 6 ! 5 OF 20 4 i i 1 i i ONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED (SEE,SCHEDULE ON 1/4.0-20x3/4"S.S. POURED CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REQUIRED Foa (SEE SCHEDULE ON W/1/4--20 CONCRETE ANCHORS 17 18 �RYSLONE(SEE uouNnNc®oN sNEL7>) SHEEP 13) NUTS O 12.O.C. I (SEE SCHEDULE ON SHEET 13) 1. 1. ____ 1 Z OR 14 Min. 1/4.0-20x3/4"S.S. __- Min' EQ EQ MACHINE SCREWS EQ EO - --- USING 1/4'-20 NUTS 1/ - - 19 I 12.O.C. + * zso'Mox. - - 13 OR 5 1S E D. 25101• tr, I .250'Max. I L III Til I ED i i i I 1 OPTIONAL 1 1 i i I I\"--PTIONAL I I I MH.SEP e%gM I �(' 1 ly ♦ MIN.SEPARATION TO GLASS I 1 I 1t FOR MADE OAND I I 1 OR ® j I 1 EXISTING�(SEE SCHEDULE ON SHEET 11) I i ESDNG I ®pDMmg® III 1 j MIN.SEPARATION TO GLASS GLASS—; r-(SEE SCHEDULE ON SHEET 11) EXISTING ! GLAss— ©HV WALL HEADER INSTALLATION j OA HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION + KEYSTONE I IXISTING I ' MIN.SEPARATION TO GLASS ' �"—(SEE SCHEDULE ON SHEET 11) 1 GIhSS--I IDra gPPFRION ; //D'� ♦ i IDOSTINGJ 1 m a�(gE III 1 Z.I DR ® MIN.SEPARATION la GLASS i CLASS INA9w 19 I III IXISTING i(SLE SCHEDULE ON SHEEP 11) I OPDONAL 11 LOR MADE m IT I UV 514F7 19 FOR Nl Ml — --- [1PM®Q��J 1P�RN9{1L I - - N I j I 1/4• � I YX � Max. j1' I I ;I 1/4'Max. 111 OPTIONAL I I i _F 13 OR O F0, - EQ Ea- 3 OR© --12 OR® 1/4'0-20x3/4'S.S. MinEQ EO PHILLPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-20x3/4'SS.PHIWPS 17 OR 18MACHINE SCREWS USING (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1' 1/4'-20 NUTS® 12'O.C. W/1/4'-20 NU`S® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETEOR REQUICONCRED LE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14)(SEE scHEDULE ON . O HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION ) NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W 1- SEE SHEET 4 FOR TYPICAL SHUTTER FE =EDGE DISTANCE ♦ SEE UMRADONS OF USE FOR O HV BLADE ASSEMBLY SPECMCATIONS ON SHEET 13) 8IAOE ON SHEET 19 I 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTAIlATION. LL11tL111t . FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone A''' ©2015 EASTERN METAL SUPPLY,INC. f�C/j% �Y_ENBERTHA FIVTM tL ECO Accordion Shutter System . .S A■ LV BLADE#1 W/OR WHO KV.WSNi)oW MAX American Shutter Systems EV• DESCRIP110N DATE !)FAWN BY: M.L. '�• �(SC��A OF = TILLIT TESTING k ENGINEERING COMPANY Association. Inc. L OLD 11-192 4/13/15 DATE: 4/t3/t5 �_49 e3ss h-36th. 5)t.Ata 3m,VIR@CA GARDENS.305)8 FLORIDA1-153 33I6 4268 Westroods Drive z Phone:(305-mail,530.Fax:(305)BJ1-1531 TSRAWING No �ii��S,'•. f`\v a-mail:LTtecoOaol.cam West Palm Beach, FL 33407. 3 115-085 EB-0,m) 11;1;11ON WALTER 0.�LLJTtJ,P.E. 5 SHEET P.E. SEAL +�NATURE/DATE FLORIDA Lie.@ 441e2 s E OF 20 4 e i POURED _CONCRETE ANCHORS I Esti gpAvA7pN ������_� * I I I SEPARABOR CONCRETE (SEE SCHEDULE ON SHEET 13) l TO aASS{E "Zl DR EXISTING i ) j0 REQUIRED EDGE OF 1 etroE m GLASS---I 'yt�SC� °N "---STAB IF i ON BELT 19 FOR i X10� � I � SNRT it) � APPUCABIE IXGLASS� RA06t)Y�QAI ON rq ' l..,A I i ALTERNATE i i i i i i i i t EXISTINGANCHOR GLASS LOAIONT i i t 1 1 #10x3/4"HEX WASHER HEAD 1 t t 7 t t l 1 1 OR 13 OR 15 3/8 MIN. TIX SCREWS® 12"O.C. i $ SLAE DO B IOF 1 w 3/8 hDN. CONCRETE ANCHORS /l l APPLICABLE ©+ 7 I (SEE SCHEDULE ON SHEET 13) E 1 EDGE OF EXISTING i I I i i EDGE Of----t l i.� 111 SLAB IF I 0 I GLASS---a - t SLAB IF c 1 i/2 t EDGE OF APPLICABLE o am I APPLICABLE {,q•, q: APPUCABIF L Wit SEPARATON LE POURED --E.D- CQPOURED NCRE:TE FIAT HEAD CONCRETE ANCHORS to{It F9M 88LLAD®AW 1 OR ®*CONCRETE SUEM ON SMELT CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 74) REQUIRED l NAr£s(i)ap I I REQUIRED L--E.D.` O. (SEE SCHEDULE ON SHEET 14) li .TRENCH INSTALLATO . VAUD ONLY FOR UP TO +70, -75;PSF A.S.D. I� HV FLOOR INSTALLATION 0 HV WALK-OVER INSTALLATION DESIGN PRESSURE RASING&FOR$PANS PER d HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 F�SHNG NN.SEFAFAIISIN l • MASS SEPAM. �T CONCRETE ANCHORS GWS I,---,_—_—_SsELs ,--,--• 1 TO WSS O (SEE SCHEDULE ONAWAMCEs ON tl} s �'—(SEE SIH - SHEET 1 s) t/a'0 17W 8tn(tk'X tAPtX17 w! EXISTING l ox sIEtT rf} z EXFsnNG--i t I t EXISTING TECMA OGY OR 1/4-0 POWERS [ ~ ti GLASS -.�(W 1t1 ----- ._.- .lTl CLASS--- CLASS i FAS7ENF7S TAWPFR+OM1gi6 w! MAX. l —�,J Mw.S AM—N TO I 1 /s'MN.EMBEDMENT o 8' i 0 i i i i l i isEc 5[HMxnE ae tl} t AG FOR UP TO C-O"SPM AND t I t�l 4•TAG FOR SPANS LARGER THAN i�i Lt �iTO MAAX_ I ) `SEALANT AT E1hRt 2.—:I� (ttPJ(SEE NatE DN SL /2i I t WASxHE/R4°FiEI E.HEX * I F•OR Uwt3/8' MAX. l TEEK SCREWS �M'sEAtt4t! rTT .._ 1 YIN. ' 14x3/4° HEX HEAD ® 12"O.C. 7 8" $ i i i i •, ". ys, 4 TF14 SCflEWS®9"Q.C. 1 3 l - 1 I 1 1 ; '• '*'{ 1/40-20x.7/4'sS NS 1 - --- 14x3/4"S.D.S. OR 1/40-20 S.S.M.S. 1 CONCRETE ANCHORS _ .+ 7 [J/ ___ t 1 1 1/4' �,•. ,,:•. q. USPt:G 7/4'0-20 Nuts W/NUT®9"O.C. i (SEE SCHEDULE ON n 1 �- 0 9"0.C. 1 -- _ Mak. .:�•<; o i2'GG j SHEET 14) A,'.'• , ---- TY-----i 17 OR)$ ...2.0X1"iON. t'7(LL TR NON STRUCTURAL t J2" 1 )7 R 18 Wra)rRD1(QECO w1Nt 1 EDGE OF "•1.•` E:D, t'�e SILL) Ili i SLAB 1F ¢7423/4"F.H.5.D.5. ,•..MIN:-:' 1 7 8' 1 7/8 APPLICABLE M 9"O.C. CONCRETE ANCHORS SEE NOTE 13(b) .a 4i REQUIRED POURED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET i EE NOTE 73(b) 0 - OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET? ".•'-'•" +• ' ' ._ REQUIRED REQUIRED CONCRETE BLOCK OPTIONAL POURED—/ REQUIRED KE,STON MOUNTING INSTAL ATION CONCRETEHV WHALL FLOOR INSTALLATION © HV WALL WALK—OVER 'INSTALLATION MAx MUM ASD.OESGN PRt-e +s4,-72 Par REQUIRED MIUM M sID1TTETi SPAN D'-0' Q HV RAINGUARD INSTALLATION t THIS INSTALLA'TION SHALL 8 NOTE EOR COUASINATIDN OF SECTIONS; *E.D.=EDGE DISTANCE t REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER, (SEE SPECIFICATIONS ON SHEET 13) OR ORENTRANCE ACENT TO AN OPERABLE EXIT * BLADEE LIMITATIONS 1A ONNSHEET 19 OF USE R ASSEMBLY INSTALLATION DETAILS W,/ O HV ULADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To Burr ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane lone N.Tit�/TrI�J'' B 2015 EASTERN METAL SUPPLY,INC. ti\CENSF `�Q�. BERTHA HVTM 1 L E C d r,�. A■S■ ■A■ Accordion Shutter System H,V.MADE J1 W/OR W/O H.V.WINDOW MADE American Shutter SystemsorscwPnar DATE BRAWN er: ML `S TILLIT TESTING & ENGINEERING COMPANY Association, Ina -o'•. TATE OF ': ISM NX 36th.SL.Ste.30%NMW"G;+AOERS.FLOR,4A 337 . . 1 OLD 11-192 4/13/15 PATE 4/13/15 Phone;(305)877-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-maI.Uttac*`D--I m West Palrn Beach, FL 33407 3 Ell-� —WSJ�OW ATJ,.P. ' FLORIDA 5 1SHEETP.E. S URE/DATE 7 OF (0j) 1 i i I SEE END WALL ECTION DETAILS ON SHEETS 10 J& SFE NOTES ON LOCKING RODS®,HV LOCKS OUT 9D' IN r EXISnNG CLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 5. BLADE SLACK DETAIL KW IS VALID FOR ALL i BLADE W HV CENTERMATES CENTER—--110N WITH BLADEQI I ©°A®°"©'OO "®°10+0°" OR SEE END WALL CONNECTION — IXISTINC GLASSDETAILS ON — 1 I O O O O O O 3 1/4" 7" 6 1/2' 7' z'xz'xi/a•xo'-z' 8 + 8 aA 9+ 3 oA 1 9+ 5 (6063-T6 ALLOY)ALUM. i OPPOSING SYMMETRYCAL ANGLE W/(2)1/4"0 TAPCON I 1/2" °R©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& I #10x3/4'S.M.S.0 12" TO GLASS (4)JlOxl/2"&M.S.ro TUBE I D.C.PDLL LENCHr. W/ HV LOCK or HV LOCK 4 or 2 AT EACH ANGLE(TYP) 3 * 3 (SEE!SCHEDULE ON SHEET 11) 5 ® °° * 35* IN V 5 IZ HVB "OUT ® �R * HVC oR oR 6 7 ox 8 10+ 3 HVA Q°R®°R©+O°N®oRtO+OaR POURED CONCRETE OR O+O O+@-@+ ^+O ©*© �IXISIING GIISS CONCRETE BLOCK WALL 6 + 8 ' 10 5 m(�7 3 a+ 1 - REou ED `Oe"'�+®"®'®" SYMMETRICAL * 8 6 ` � 8" MIN.SEPARATION IXISTINC �+0+© � O+© —�----- GLAss 8 +®onO+Q3�x19+�5 EXISTING CENTERMATES $ IN ©+ +O7 �+ To GLASS rJ i —J GLASS 1 ���k (SEE SCHEDULE m W/ HV LOCK ILOI OPTIONAL ON SHEET 11 Z (INTERIOR) ®+®ox(C9 7®+� ) 1 MIN.SEPARATION J TO GLASS OR®+ (SEE SCHEDULE I N OPTIONAL - ON SHEET 11) (INTERIOR) ----_---_—_ _—_—_—_ -------- __ OUT �coNCRETE ANCHORS 5 w * Vn3 VARIES 3 * ® * ® OUT 90 °" 6 1/2"MAX.SLACK i OUT * 5 (EXTERIOR) HVE HVF** i HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 1�1111111111i1111//// ©2015 EASTERN METAL SUPPLY,INC. A:T1C(/T ; BERTHA NVTM ' CEN _ A S S A Accordion Shutter System l s 1 L ECO N ■ ■ ■ ■ H.V.13.ADE#1 W/OR W/O U.WINDOW MME TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N DESCRIPTION LUTE DRAWN BY: ALL 6JW N.W.364A.St.,Ste.365.4lliGINIA GARDENS.RDrROA 331& Association. Inc. 1 OLD 11-192 4/13/15 GATE: 4/13/15 o'• STATE OF = 4268 Westroods Drive z i�,'•. f� `QQ. �� Phone:(305)871-1530.Fax:(305)671-1531 DRAWINGA20 arc°w®oolcom West Palm Beach, FL 33407 3 j 5- EB-0006719 4��/�'S'S�O•.••.���`���` WALTER A TILLR Jr.P.E. 9 I P.E. `/J�Y!// iCh�E/DATE FLORIDA U.g aa167 6 SH8 O L ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATE 8 & LOCKERS W 1 HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 at 19 INSTALLATION Gl HV BLADE OUTIN �7@1 G BLIDE� HW.SLACK DETAIL H ,IN ATED ON SHEET a, WI HD CENTERMATES � i� '� AS WELL AS UNNERSAL FLOATING BIADE® W DEL H00-HVD, mb@m INDICATED ON THIS SHEET.MAY BE USED WITH THIS ALTERNATE1 ccc can WAL COby);OQa— I 10•®m©.®m©•©m Rsr^uwnon DETAL INC SHOWN IN THIS sFfr. DETAILS ON SHEE15 10 k 18 (ansa-ra Aum]Aauu. I m®.® 35* �* 35, MNRE W/z)1/PA nrcaN , e/a• I (OPTIONAL) (yon (OPTIONAL) t .AN TO OGNCREIE - (TOP/BOBOFQk L--________________-__-_---__-_--_---__-_-.__--_- ____ (A)alo.t/z•sAAs.TO RIBH 110+3/4•S.M.S.0 R2- 3 AT FACH.'AN cnp) O.C.FULL UNCHT. * I N I N (�)M.V. i w 30 HV "T" (a)H.v. 5 nl 3 LOCK (INSIDE) 1 PINS(VP.) 3 7,/�. Pws(IVP.) 5 1 r - - - --- ---------- 1 28 29 1 1 1 x 3/e• 31 . 3 'Ile OR 32 OUT 31 oR 3 t 33 31 OR 32 31 OCR 32 35 I * 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OPTIONAL) SEE NOTE 6 FOR HV LOCI(3 OUT HDC—HVC W/ 7/8"0 x 3/32" WINGNUT. (oPRau1)HDB—HVB T LOa(,ON SHEET 5. * SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 28 SYMMETRICAL HD CENTERMATES W� LOCK (INTERIOR) HVG* 1h'/�" LOCK (EXTERIOR) t SERIFS 9+44 ALUMINUM (2024-73 ALLOY)LARGE FLANGE THIN ®m®�©•Om®m70•®m SHEET NUISEIRL PMT f 0820. 10•®eN©•,^i-•©•®�q AS WWUFACTURED BY AVDFL CNERRf •1.:J" TEMRN,PARSIPPEIY.NEW JERSEY ©a�.©m©•O♦®m ! 07054 OR EQUAL •®ae®.®m®.®m a•®mO9•pm�•®m©•® 3 O *SEE NOTES ON LOCKING RMI®a Me LO04S ON SHEET 5 04VUWL RDARNB BUDE®DETM.KOO-M s VALE MR ALL CDOE8WE5 APIVCATCM YRIH WOE(D HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. P BERTHA HVTM 3�r'��GENSF'•9'. A�V��r•A■ f7mrE C O �N�. Accordion Shutter System H.V.RADE#1 W/OR W/O H.V.W=W BLADE o American Shutter Systems •N DESCRIPTION DATE DRAWN B!: N.L a TATE OF ;�� TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 a/1J/15 GALE 4/13/15 •.• 'tV 8355 N.W.361h.SL.Ste.3C5,VRRMMA GAADENS.FLORIN 3318 4268 Westroads Drive x Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO -I:6Ite.GeIGI.cGm West Palm Beach, FL 33407 s WALTER A.TUIJr W071Jr.P.E . ! 15-085 /Au I FlAROA Ue./44167 5 SHEET P.E. SEQLI�R�ATURE/DATE 6 9 OF 20 j POURED CONCRETE POURED CONCRETE OUFED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL.REOUIRED BLOCK WALL REQUIRED REQUIRED I /'—EXISTING G EXISTING GLASS &ISTING GLASS CONCRETE ANCHORVE EXISRNG GLASS / r 2"MIN � ® 16'O.C. r — � 1" LI-- r—� MIN.SEPPFATION r � r i TO GASS(SIE MON MIN.SEPAR41ION SCHEDULE ON SHEET _ ATO LASS(SEE � ADN. LASSSEPA(EE EO TO CLASS(SEE 11 FOR RADE©ANO �GLASS(�_ 1 I TO GLASS SFE SCHEDIAE ON SHEET ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR 1SCHEDULE BSQ) SCHEDULE1FOR 11 FOR ELADE TAND (6063-T6)COM. BLADES 0&Q� ON SHEET'19 FOR 1/2- I +ONFSHEET 19 FOR Otto I(LOCATE AT B BLADES 01�0 PFOR UTS CLOSER CTEE 1/2" / \ BLADES afim O& EITHER SIDE AT EITHER SIDE MIN. \ OF SO) OF d) I 4 USE 1"OR 2'MAX. I T 1/2'MIN. ____ (AS APPUCABLE)x2'x1/8"x0'-2" 10xa 1 S.M.S. I ALUMINUM CUP ANGLE ' f�tOxt/2'S.M.S. __—_—_ ® 16'O.C. _—_—_ \ (6063-T6 ALLOY)AT MIDHETGHT ® 16"O.C. 4 \ / 4 (i) /10x1/2'S.M.S.TO®& (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X FO ®� WALL AT i"O.C. (LOCATE AT 5 SIDE CONNECTION jOR EITHER SIDE OF®) ) OR 1 OR & SEE DETAIL X FOR ) OR & TO TRACKS ©a®aO Q7 a 8Q 0•®m SEE DETAIL X FO 4 SIDE CONNECTION I 6 SIDE CONNECTION TO TRACKS a a 6. 7 a 8 a10•®� f0•®a©•®a©`©a TO TRACKS 10•a®m©•®a©'©a 10•®°°®•®a©•®a 10•®^©•®a©•©m ©.O.©a©•Q7 •®a 6.Oj EO ®a®•®a,®.®ate p.®a®•®a�,®ap.® END CONNECTION DETAIL 03 END CONNECTION DETAIL® END CONNECTION DETAIL Q END CONNECTION DETAIL d"REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED UTO GLASS((SE S+ 016"" C. ILK SEPAWOION 5 ------ ________' LE ON_ D __________ __ 6 OR®ORDOR 11�FOR RACE®tC.NC ETE 1/2"MIN. SCHEDULE ULE ON SHEET -- --___--_ IXJ SHEEP 19 FORCHOR® 11 FOR aADE QAIdD 4 ______ ______ � OR( OR�,'I OR BLADES(D QA� 12'O.C. ON SHEEP is FOR OR ANCHOR CONCRETE rJ BLADES M&® ----- - ANCHOR EQ I6' 1/2"MIN. -- 4 O.C. `__ -- EQ 6 OR®OROOR j 2"MIN. 2"MIN. ♦SEE UMRATIONS OF USE FOR V EW Y BIADE�oO SHEET 19 ©OROOR(qOR@OR( 70R��: R ® PLAN DETAIL X END INSTALLATION POURED CONCRETE OR ®°4©•7O° •®m 10•®®©•�®•©a CONCRETE BLOCK WALL �10a®"©•�®`®p1 6 7 • 6 7 REQUIRED O O ©a0.O ®a (� HV BLADE OR HV WINDOW BLADE INTO ©O ©a©`O ®m ®•®a®.�a®.®a CONCRETE OR CONCRETE BLOCK WALL. ®'®a©'®a®'®a ©•®a®•®ate•® i ENDCONNECTION DETAILDETAILQS EQ.®m®•®m®•®ap® END CONNECTIO�DETAIL@ a®® FLORIDA BUILDING CODE(Ron High Velocity gurricone Zone ` 7 ` ��Q A.TIz j l�j,'' ©2015 EASTERN METAL SUPPLY,INC. y�Q\ \GENS •• _ BERTHA HVTM t Accordion Shutter System TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems •H p�cwvl,pN pA1c pRaxm Ur M.� STATE OF C 6355 NX 36 M.SL.Ste.WS,VRGM GhROO •BONA 331 AS90CIGtlOn, Inc. 1 OLD 11-192 4/13/13 GATE a/13 1s �'9•• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ORWest Palm Beach, FL 33407 3 S.•.....• v� L73-0006719 d ; 15-085 ONAL E. X30 WALTER RIDA u.9 LUr 441667 5 SHEET P.E. lC}791111�A�fURE/DATE 6 t0 OP 20 i SCHEDULE #1 SCHEDULE !!2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER.SPAN*"L+' * OT (ft.). FOR INSTALLATIONS W/ I OR "L ft. FOR INSTALLATION ATION LEGEND CENTERMATESINSTALLATIONS ® &®or , ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS�rb S W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® Or ® Or 12 or ® MANSORYPOSITIVE A.S.D.DESIGN PRESSURE RATING. y &�W/ ONE HV LOCKSHD LOCK ® W/ NO LOCKING RODS or ONE HV LOCKor L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CEMERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M, N, O, P, 0, A.S.O. DESIGN PRESSURE RATING, ® ® ® ODS MOUNTING F, K & L R, S, & V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTINGo1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,t) SHEET 7) FLOOR/CEILING C. H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: //�� CONCRETE&WOOD MOUNTING MAXIMUM CONCRETE&WOOD INSTALLATIONS V U=Muu MawuuM & M .INSTALLATIONS CONCRETE GIVEN I E MAXIMUM A.S.D. DESIGN PRESSURE RATING, ASD.DF9Q1 ASO.DESIGNAll.DF31GN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/COLING PRESSURE WALL_MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+• FROM SCHEDULE RATING RATING & RATING FLOOR/COLING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE'�RATING, (I�%Ta MOUNTING FLOOR/CEBING MOUNTING (P•e•T') OR DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE (h DR-) (4 Oft-) (+OR-) FLOOR ALL MOUNTING IN x L+ IN L-(R) L+ (ft) L-(R) L+ (ft) L-(R) L+ (I1) L-(RJ MAXIMUM SHUTTER SPAN 'L+"OR "L-• FOR 30 OR LES 16'-0' 1670' 16'70" 16'-0' 30 16'-0• 16'-0• 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L- 35 14'-10' 14'-10' 15'-2' 16'-0• 35 14'-10' 14'-10' 35 15'-2" 16'-1 D' 40 IT 13'-1,0• 13'-10" 14'-2' 15'-2' 40 13'-10" 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1" 45 13'-4" 14'-3", t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5• 12'-8' 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 17'-10' it'-10' 12'-1" 12'-11" 55 11'-10" 11'-10' 55 11'-1' I1'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11•-4• 11'-4' 11'-7" 12'-4" 60 11'-4' 11'-4' 60 10'-2' 10'-11' NOTE))5,SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1• 11'-11" 65 10'-10" 10'-10" 65 W-5" 10'-1" DETERMINE: _ Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. , 70 10'-6" 10'-6" 10'-9' 11'-5° 70 10'-6' 10'-6" 70 8'-9 8-4' L2+= MAX. SPAN FOR FLOOR/CETUNG MOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1" 75 10'-1' 10'-1' 75 - 8'-9" •t tEXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 W-10' W-10' 10'-0' 10'-9• 80 9'-10' W-10' "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 10'-5' $5 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3° 9'-3° 9'-5' 10'-1' 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W-0' 8'-9' 9'-2' 9'-10' 95 9'-0• 8'-9' LIMITED TO +64,-72 P.S.T. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8.'-9° 8'-4• 9'-0' 9'-7• 100 8'-9' 8'-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9' 9'-4" 105 8'-7" 110 8'-4' 7'-7° 8'-7' 9'-2" 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL ITO THE 115 8•-2" 7'-3' e•-4' B•-11" 115 8'-2" 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+", 'L2+", °Li- MID"U-' 120 W-0' 6'-11• 8'-2' 8'-9" 120 8'-0" 6'-11" (4) GO M ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-10" 6'-8" 8'-0' 8'-5' 125 7'-10• 6'-B' ALLOWABLE SPAN AND NEGATIVE A.S.D. DES GN 130 7'-8' 6'-5' 7'-10" 8'-1" 130 7'-8' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM PNCHOR 135 7'-7' 6'-2' 7'-9' 7'-9" 135 7'-7' 6'-2" SPACING. 140 7'-5° V-11" 7'-7' 7'-6' 140 7'-5 W-11' ASTM E-1996 SEPAR'AATION 145 7'-3" S'-9° 7'-5' 7'-3' 145 7'-3' 5'-9' TO GLASS 150 7'-2° 5'-7" 7'-4' 7'-0' 150 7'-2' 6-7" I - - 155 7'-0" 5'-5' 7'-2' 6'-9' 155 P6'-9- 5'-5" 1 THRU 3 1" 160 6'-11' 5'-2' 7'-1' 6'-7' 160 S'-2" _ t 165 6'-10' 5'-1' 7'-0' 6'-4' 165 S•-1 170 8'-9' 4'-it' 6'-11' 6'-2' 170 4'-11' 175 6'-7' 4'-9' 6'-9" 6•-0' 175 V-9" \/180 6'-8" 4-8' 6'-8' S'-10' 180 4'-8" Q H • BLADE 185 6'-5' 4'-6' 6'-7' 5'-8" 185 4'-6" 190 6'-4' 4'-5• 6'-6' 5'-6' 190 6'-4' 4'-5" 195 6'-3' 4'-3' 6'-5" 5-5" 195 6-.3' 4'-3• 200 6'-2' 4'-2' 6'-4' T-3' 200 6'-2' 205 fi'-t' a'-1' V-3' 1 W-1' 205 6'-1• 4'-1' FLORIDA BUMING CODE(Non High Velocity HLirricane Zone 0 2015 EASTERN METAL SUPPLY,INC. 1%1111111111114111,1' BERTHA HVTM p TiL( ''% J,%%0111111 ASS A L E C O n�. ■ ■ ■ ■ Accordion Shutter System .,--- KV.a.+�.#I w/OR w/o H.V.VLIIJDGIV aaDE American Shutter Systems EV, DES"FITON DATE TII.LIT TESTING & ENGINEERING COMPANY DRAWN!T':M60.Y.LG. ` *= Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 - BM5 N.W.3501.St,Ste.705.VIRGMIA GARDENS.FLORGA 331 4268 WtroadDrive 2 Phone:(305)871-1530.Fm ess:(305)871-1531 DRAWING No _ 4, o-moil:tilt-0.0— West Palm Beach, FL 33407 3 15-085 F dp EB-0006719 4 O'•. (ORI Com: WALTER A.TtwT Jr.P.E. 'INZ1,11 CG\`\ FLORIDA U.p 44167 5 SHEET 1 AIG E/DATE 6 11 OF 20 l i A • _ ie©o�000©®000aa®©aaoaaaoaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaao 80000®oeooc©©®oo�©e®cQo©QQoaQa�aQa®aaa©QQQQQQQaQOQQaaQaQo e000000coecoeeoecoo©©0e000eooaeeaao©aaoaaaoaaaoaaaaaaaoao A e vv000000®000ea®o®o�o�ve000©e®oa©eoo®©v©v©oeaaevaao©aaoao ®oc000ccaovoo®000e000©ooe©ooeeoeooc©�ece©®aoe0000vo®oaeeo • - © �oococc0000vaaoovc000c000c�oeo©ooe©oovacav�a©e000©©oe©eooe o �o00000000000000000cocc�a0000000000ac0000�oocooeoeooeeo�o occ000c00000000000000000c000acc00000c00000coc0000eooc0000 R � ��a000aoQQaQQQaQQQQaQaQQQaaQQaQQQQQaaaQaQaQQQQQQQQQQQQQQQo . �0000a000QOQQQOQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQo _ �000000co®vv®®ooaQOQQQ©QQQQQQQQQOQQQQQQQQQQQQQQQQQaQQQQQo e0000aocc®oco�o®a®cao®ocaQ®QQQ©QQQQQQaQQQQaQQQQaQQQQQQQQo _ -e00000a000coo®ocoaoo�®vv®000aQ®©QQQQQQQQQQQQQQQQQQQQQaQQo R -�aaaaaaaasaaa�0eaoaaeoa��ea®v®0oeoeoo®aoeQQQaQQQQQQQQQQQo .. :� ��888BB8B8888B8888®880880088®®98908880808880008®CQQQQQQQO -6BBBBBBBBBBB BBBBBBBBBBBB®BBB9BBB9B�3BBB99CB��OB99®B09QB09 e � �eoo©QQaQQoaaQQaaaaQQaaaaQQaQQaaaaoaaaQQaQaQQaaaaQQQaQQQao .�0000Q®QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQo IM 1.1121 3. - . �00000aoaQo©QQCQQQQQQQQQQQQQQQQQQQQQQQQQaQQQQQQQQQQaQQQQQ �00000coo�0000aa©QOQQacQQOQQQQQQQQaQQQQQOQQQQQQQQQQQ000il - e000000000000®000®v®oQo©QQ©QQQQQQQQQQQQQQQQQQQQQQQQQQQQQa ' �DAB9999890999H98BG99BQ998C9®oao©oQ©QQQOQQQQQQQQQQQQQQQQaQ ' � A088888888888888888888688888®8989BC809Q8B098AD©DOQQQQQQQQO :� __ -�9BBBBBBBBBBBBBBBBBBBB®BB®8BB9BBB9BA99B99QB998B99®BOBOB08 ;� . . -� �BQQQQOQOQQQ©OQQB®QQaQQaaaaQQaaQQQaQQQQQQaQQaaaaQQQQQaQQQo it ,r -�DO�����D��O���®0000cQQQQQQQaQQQQQQQQQQQQQQQQQQQQQQQQQQQo _ � - - . :�aooc000�00000�0000000®oQaQQQQQQaaQQQQQQQQQQQQQQQQQQQQQo • . - _: : � �e0000000 00000a000000c00000®00000QQQQQQQQQQQQQQQQQQQQQQQo i- - -e000c0000a000000000000000c0000000QQQQQQaQQQQQQQQQQaQQQQQo ••� . 8998B99BBB98989998BB9999B889999B999B99B9B000QQQQQQQQQQQQa �08B888B8888B888888888888888888888B88B8B8888888888000QQQQO "�BBBBBBBBBBBBBBBBBB98B8BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB9 �88B000CBBB®a®aaoa0aaaaaaaQaaaaaQQaaQaaaoaaaaaaaaaaaaaaaao .. -a0000000000®c�®Qc©©QQQQaQQQQQQQQQQQQQQQQQQQQQQQQQQaQQQQQo ;.. ; -_ ;�QOCCQOCCCOCCGGCGBOOQ®BQQQQQQaQQQQQQaaQaQQaaQQQQQQQQQQQQO =. __ ���Boocoo�000000000c000c000c®®�o©®©©QQQQQQQaoQQaQaaQQQQaQQao - ` ®000000000a0000000000000c00000000QQQQQQQQQQQQQQQQaQQQQQQo �89999899999BBB988B9909B9998999BB99B989CB000QQQQQQQQQQQQO a �0888888888888888888888888888BB8B8888888888888B88B000QQQQO �BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBA -�e vv©oocacaaoaaaaaaaaaaaaaaoaaaaaaaanQaaaaaaaaaaaaoaaaaaa �000000eo®eQo©QQQQQQaQQQQaQQQQQQaQQaQQQQQQQQQQQQQQQaaQQQo :. - �BQQCCCBQa09oe®©©c©Q�©QQaQQQQaQQQQQQQQQQQQaQQQQQQQQQQQQQo W�e0000c000000c000000®®®®v©acQc®®Q©QQQQQQQQQQQQQaQQQQQaQaQa - ®QBCQOQQBQOQCQQ6BCQ8�BQ®QBBQQ©©©®QQQQQQQQQQQQQQQQQQQQQQQO DA999B@B99B999B99989989B9B999900����9®0D©QQQQQQQQQQQQQQQO �OB998699899099899�8999089990989999886999909899B99BBB®®99 MMMUM ANCHOR4' SPACING An) SCHEDULE FOR A GRT'`I AAeY SHIER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &5 n DESIGN t1ECAl1VE PRESSURE Rs1MC AHD A CORRESPONDMC MOUNTING TYPE FOR CONCRETE DR CONCRETE BLOCK 26U l Al10NS (SEE MOUNTINGS E G.&H ON SHEETS B 4 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FONSD ODNcFrxvOONIREIE HOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.f'c-3 ksi) uAXMuu QE WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.N.SUMER.(Mn.Pe-3 k-I) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SEG ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.f'c-3 ksi) (g) kSA DESIGN NJEnkM PRM14E ROM W AM OEM NMME RFSSIAE RHINO W UR OFSCN IIE&ONE PRISMRA1NG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED B1'FLORIDA FASTENERS DIRECT.INC.(Min.V.=2 ksi) 30 40 60175190 120 160 205 30 40 60 75 80 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POWs SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIARON,INC. 14 12 10 9 B 8 6 55 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 THREADFORM TECHNOLOGY 3'-0• 14 12 10 9 8 8 ti 6 74 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 (Mn'f'c-3 ksi) ALL POINTS SOLID-SET OR 14 12 10 9. e B 6 8 14 12 10 9 8 8 6 8 14 12 f0 9 e 8 6 5 BLUE TPP W/CAP NOTES: 14 12 f0 9 s B B 7 t4 72 10 9 e e 6 6 14 t2 10 s B 8 s 6 A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFOWI TECHNOLOGY ANCHORS AND TAPPER+ 14 12 t0 9 B 7 55 3.5 14 12 f0, 9 8 8 8 6 14 12 10 9 8 B 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 8 6 B 14 12 f0 9 8 8 6 6 14 12 10 9 8 B 6 55 1 14 12 10 9 8 8 6 4 14 tz 10 9 6 8 6 45 14 12 10 9 8 8 4 35 A2) MINIMUM ENBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUP-SET ANCHORS S1W1 BE 7/8"INTO THE POURED CONCRETE.NO fDdBEDMENr 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 8 55 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 7S 5.5 7.5 - 14 12 f0 9 8 8 e 5 14 12 10 9 8 7 55 4 ♦SEE u1�ATI0N5 OF DSE FOR 7"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 e 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 4S 91ADE 1(JA ON SNEE7 19 •' 12 10. 9 s 7 4 - to 12 iO 9 8 65 5 3S 14. 12 10 a eS 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR ROOK 74 12 10 9 8 75 45 - 14 12 10 9 8 8 6 45 14 12 10 9 8 B 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE;AS INDICATED ON 14 12 9.5 75 85 45 - - 14 12 10 9 e 7S SS 4 14 /2 70 9 8 6 4S 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 f0 9 8 8 6 - 14 12 t0 9 e B 6 5 14 12 10 9 8 8.5 5 JS INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0" 14 12 10 9 7S 5.5 J - 14 12 10 8S 7 55 4 J 14 12 8 6.5 55 4 3 - 1d 12 10 9 B 6 - - 14 12 10 9 e 85 5 .75 14 f2 10 85 8 S 4 - (8) TO DOSING CONCRETE BLOCK. C-90) 14 12 B 8.5 SS 3 - - 74 12 10 9 B 85 45 .7 14 12 10 8 7 5 3.5 3 -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 9 B 8 - - to 12 to 9 8 7 5 4 14 12 10 9 7.515.51 4 3 - 1/4"0 x•3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0• -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1s 72 10 8 6S 4 - - 1a 72 9 75 6 4.5 J.5 - 14 OS 7 ss 4.513.51- - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECV,LTY 14 12 10 115 7 4 - 14 12 10 9 75 55 4 - 14 12 9 7 7S 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - 14 12 10 9 7.5 5S 4 - 14 12 9 7 8 45 3 8'-0' 14 12 10 9 B e5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6S_1L 75 - NOTES: 14 12 8'S 7 5.5 3 _ - 14 12 8 6S 55 4 3 - 2S 9.S s 5 4 3 - - B.1)MINIMUM EIIBEOMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 s5 7S 8 - 14 12 9,5 B 65 5 - 14 12 8 6 83 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 OS 5 35 - - 14 12 10 5 65 5 - - 14 12 8 6.5 5 4 - 9.-a, 14 72 10 9 B - - - 14 12 t0 9 75 45 - - 14 12 8.5 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SRNLL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14111.517.5 6 4 - 14 11 7 55 5' 3.5 - - 11 8 5.514.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALT.BE 1 1/2'LONG MINIMUM SHOULD SR1000 14 12 8 65 45 - - 14 12 85 7 55 4 - 14 105 7 SS 6 6S - DOSE,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 eb 55 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 45 3.5 - - 10'-0' 14 12 10 9 7.5 - - - 14 12 10 8'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 Ras 7 5 35 - - - 73 95 65 5 4 .3 - - 70 7.5 5 4 3 - - - ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 11.5 9. 6 5 4 - 2.5 95 e 5 4 4 NOTES B.1)&B.2)ABOVE FDR INSTALLATIONS ON VIM�L SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT 7195 ENGINEER. 0.5 8 5 - 14 12 8 BS 55 4 - 13 f0 6.5 5 4 3 _ FOR INSTALLATION INTO ETS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14- 12 9 7 6 45 - - 14 105 7 5S 4.5 35 t._ _ _ _ _ _ _ (C) ANCHORS SHALL BE INSTAJIED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF Tlfr ANCHOR'S MANUFACTURER ZS 9S 5 - 72 9 fi 45 4 3 9 7 4.5 J.5 J _ I 14 10 7 - - - - - ti 10.5 7 55 45 - - - 1.5 85 SS 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - - - - - 14 11.5 75 6 S - - - 12 9 6 4.5 4 - - - 12•_0• t4 tz 10 - - - - - 14 12 8 6s 5.5 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEOULE FOR ANCHORS: IIS BS 4.5 - f 1 8 SS' 4 35 - B 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 95 6 - - - - - 13 95 6S 5 4 - - - OS B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 74 10S 7 55 45 - - 11 BS 5.5 4S 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' t4 tz - - - - - - 14 115 75 6 5 - - - 12 9 5 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ 25 As - - - - - - t2 9 8 as 4 - - - ss 7 5 4 - - - - EDGE TAPCON 7HREADFORM TECHNOLOGY ALL��SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - - - 13 9.5 6.5 5 - - - - OS 73 5 4 - - - - HV BLADE 0 DICTANCE 14 6 - - - - - - 14 IGS 7 55 - - - - 71 &5 5.5 AS - E.D. MIN.SPACING 3' MW.SPACING a 3' MIN.SPACING=3 1/2' MIN.SPACING=3' 3 3/4' 4' 10 7S ^ - - - - = 9 7 45 3.5 - - - - 7 5 3.6 3 - - - - 1 HV LADE W POURED CONCRETE& Ralt&D arf�tE era tE anac POURED CONCRETE& POURED CONIRETE&paF6D mxrmE 0743UE MOCK 15 B - - - - - I B 55 4.5 - - - - 8 85 45 - - - - - lX1NCRETE$LOCK MN Ea•3 1/Y IDL ED.•21/7 CONCRETE BLOCK CONCRETE BLOCK MNL ED.,J 1/2"MN EA•2 1/7 7.5 - 9 e - - 9S 7 45 - 1 V WINDOW 1MN.ED.•3' w1tFJ).•3 Ldt1F5.•3•14 - - - - - - 10 s.s - - - - - 0.6 B s - - - - - BLADE WORKING7" t.o o.so t.0 0.76 to 0.84 t.o 15'-0' 9 _ _ _ _ _ _ BS 4 - - - - 85 6 3 - - - - - 2 1/2" - 0.81 1.0 - 0.67 1.0 10 - 8 5 - - B5 6 4 - _ _ _ _ IN UNISON ♦ 2- - 071 - - - 051- - - - - 5 ss - - - - 9 85 4.5 - - - - - 1 3/4' - 0910.43_O. 14 - - - - - - 9.5 8 - - - - 10 7.5 5 _ _ _ _ • -6 4 - - - 6 45 3 - - - - - 0.75 7 5 - - 8 e 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A,� O 2015 EASTERN METAL SUPPLY.INC. '- BERTHA HVTM < .• �ENSF 9 _ Accordion Shutter System A■ ■ ■A■L ECO NC. HV. MME#1 W/OR W/O KV. WINMW MADE ;031AXJAmerican Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: M.L. :�� TILLIT TESTING & ENGINEERING COMPANY STATE OF :�, sociation, Inc. 1 OLD 11-192 4/13/15 OATS: 4/13/15 8353 N.W.36th.St,5ta 307.MRGNNIA GARDENS,FLORIDAilAiBM 771fi Phone (30.5)871-1530.Fax:(305)871-15314268 Westraads Drive : 71-1531 DRAWING NO ­;I: 0 West Palm Beach, FL 33407 s EB-o;cSSIONA- WALTER A LLUT1Jr.P.E. 4 15-085 AAAA 1+A` FLORIDA Uc.1T 44167 5 SHEET P.E. %_'yTd1IATURE/DATE s 13 OF 20 MAXIMUM ANCHOR* SPACING (L SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLA11ONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED.CO CONCRETE.EILOCIC ANCHORS SPACING LEGEND NA>a<RAI-ow-- OVER& 1 TRENCH ORAINGUARD MOUNTING (8 WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING I SPAR TAPCON OR PAI D.DM hown PREM WING O.Dmw RE1s K PBFSSNE WIND o.DEMN NECa K PRMM RAW .omGN WDI NE PRSSIIRE WIND TAPCON WITH ADVANCED 30 40 160 175 190 11201160 205 30 40 60 75 90 120 160 205 30 40160175190112.01160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 85 6S 7 7 7 7 7 7 7 5.5 5 5 5 5. 5 5 s 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R EES$14 12 10 9 8 8 6 8 12 12 12 12 OS 8 6 4S 7 7 7 7 7 7 7 8S 5 5 5 5 5 5 5 5 I 14 12 10 9 8 8 6 8 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 s TAPPER+ 14 12 10 8 0 8 B B 12 12 12 12 1.5 83 85 6 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 B B 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 B 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 B 6 12 12 12 12 10 75 5S 4 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 8 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5'-0" 14 12 10 9 B 8 8 8 12 12 9S 7S 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. 12 10 9 8 8 6 5 12 12 12 95 8 6 4.S - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9. 8 8 6 6 12 12 11.5 9 7S 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 14 12 10 9 8 e 6 8 12 12 12 10 e 6 45 3S 7 7 7 7 7 7 7 7 5 s s 5 5 s s 5 ON SHEET 13 6'-0" 14 12 10 8 B B B 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 B 8 8 6 6 12 12 10 8 65 5 ,75 - 7 7 7 7 7 8 4.5 - 5 5 5 5 '9 5 4S - 14 12 10 9 8 8 8 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 14 12 10 9 8 8 8 8 12 12 12 B.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 6 5 5 5 14 12 10 9 8 8 8 8 12 10 6S 5 4.5 3 - - 7 7 7 7 85 5. 3 - 5 5 5 5 5 5 JS 3 1a 12 10 9 a 8 6 s 12 12 as 7 5.5 4 - 7 7 7 7 7 5 - 5 s 6 s s s a - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 B 8 B - 12 12 &5 7 55 4 3 - 7 7 7 55 45 3 - 5 5 5 5 45 35 - PSF A.S.D DESIGN PRESSURE 14 12 to e 8 8 6 12 1z os 7s 6 45 35 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 - RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 1 4S 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 B - 12 11 7.5 6 5 .7S - 7 7 7 7.6 6 43 - 5 5 5 5 5 S.5 - 14 12 10 9 8 8' - 12 1.5 7.5 8 5 3.5 - 7 7 65 5 4 5 5 5 5 4 3 9,_O. 14 12 10 9 8 8 - - 12 12 B5 6.5 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 6 - OS 8 5 14_JL - 7 7 7 6 5 3S - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 B5 5.5 - 5 5 8 5 5 4 14 12 10 9 8 8 - 12 03 7 5S 4S 3S - 7 7 55 45 35 - 5 5 5 45 33 - 10'-O",4 12 10 9 8 8 - - 12 11 8S 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 4.5 ' 14 12 10 9 8 8 - 9S 7 4.5 3.5 3 7 7 7 5.5 45 - 5 5 6 5 4.5 35 14 12 10 9 8 8 - 12 9 e 5 4 7 7 7 6 5 5 5 5 4S 5 14 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4, 15 - 11'-0"14 12 10 9 8 8 - - 12 10 7 55 45 15 - - 7 7 7 7 7 7 3_5 - 5 5 5 5 5 3 5 4 , 14 12 10 9 8 8 - - 85 6S 4 3S 3 _ _ _ 7 7 e 5 4 _ _ 5 5 5 5 4 J - O H V BLADE ONLY 14 12 10 9 B 8 - - 11 a 5S 4 - - - - 7 7 7 5S 4S - - - 5 5 5 5 4S - - - 14 12 10 9 8 - 15 8.5 SS C5 JS - 7 7 4.5 35 - 5 5 4.5 33 3 12'-0"14 12 10 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 5 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 B 8 8 4 3 7 7 5.5 4S 3.5 - 5 5 5 4.5 4 3 - - y ,4 12 10 8 8 - 10 7S 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 - - - OS B 5 4 35 - - - 7 8.5 4S 35 - - - - S 5 45 3'S 3 - - - 13'-0"14 12 10 9 8 - - - iS&5 6 4.5 35 3 - - 7 7 7 7 7 4S - - S 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 SS JS 3 - 7 7 5 4 3 - - - 5 5 S 4 3 - - - 14 12 10 9 B - 9 7 4.5 .75 - - - - 7 7 SS 45 - - - - 5 5 5 4S 4 - - - 14 12 10 9 - 10 75 5 4 3 7 B 4 3 8 5 4 J 14'-0"14 12 10 9 - - - - OS 8 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 63 5 J 7 7 5 3.5 - S 5 5 4 14 12 10 9 - BS,65 4 7 7 6 4 5 5 5 4 , 14 ,2 10 - 9 7 4.5 3.5 3 7 5.5 35 - 5 5 3.5 3 -0"19 12 10 - - - - - 10 75 5 4 3 _ _ - 7 7 7 7 7 3.5 = - 5 5 5 5 5 5 4 3 I 14 12 10 - - - - - 8 45 3 - - 7 7 43 4S 3.5 - 14 12 10 - 8 6 4 7 7 5 s 5 5 4 14 12 10 - - BS 6S 4 35 - 7 55 35 - 5 5 14 12 10 - - - - - 95 7 45 15 3 - - - 7 7 7 7 6 3 - 5 5 5 5 5 4S 3.5 - 16'-0"14 12 10 - - - - - 8 45 3 - - - - - 7 &5 4 - - - - - 6 5 4 35 - - - - - 14 12 10 - - - - - 75 ss .7s - - - - - 7 745 - - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hi;lrricane Zone Ok A. T/C ©2015 FfsTt32r1 METAL SUPPLY.INC.- BERTHA HVTM /TiAS S A Accordion Shutter System L ECO 1 N c. ■ ■ RV.MADE#1 W/OR W/0 KV.WNDOW BLADE * 17 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY r Ev, D 111-19 DATE DATE. e4 N/ STATE OF 6315 N.M.36th.St,Ste.305.VRMNIA CARM%FLORIDA 3316 Association, Inc. , OLD 11-ts2 a/I3 1s DATE. a/13/ts • Phone (305)871-1530.Fox:(]05)871-1531 4268 Westroads Drive z DRAWING No %'OF•., ORION `k, a-mail:G11cca0aolmm West Palm Beach, FL 33407 3 15-085 s G\C�`..` EB-00087.9 4 . ,,CONAL E����``� WALTER ORIDA u 9 44167E 5 SHEET P.E. SFJatf$9(1NDATE 6 14 OF 20 I MAXIMUM ASD DEStCN PRESSU(3F aR TING {R f,) AND CORRESPONDIN MAXIMUM ANCHOR SPACING (in) SG_HEQUILE FOR A GfVEN MAX,SHUT!xR SPAN. NEr,AT dL A,S,D, DESIGN PRESSURE RATING AND A r_.nRRFcanNDING MOUNTING TVPE, (SFE MOUNTINGS ON SHEETS 16&17). v E=EiI !Hi3-r rZ,o..-r-F-=- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH PI E No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W( MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=0.36 1/PLYWOOD OX DOu�LAS�1R W% FIR NORTH FIR SOUTH M"w" MIN. G=0.50 W/ MIN.G=0.43 W MIN. G=0.36 `'µ00 WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGSbOR G MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, O & R MOUNTINGS WALL MOUNTINGS 8,0.WALL MOUNTINGS B.O.WALL MOUNTINGS S.O.WALL'MOUNTINGS W & X W & X W & X P & 0 S&V S&V S&V LLVTI rrFllolE f Il4PO IRa'j rc9GI iQ6NT81TkS11E Rax� TafX IeAM I74X9td I+1W7G(pl oval F1cRTE PRAff.aelc(� dv9t RcunE IPRO(� asE PRSVeE R6T6 4d130 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 9O OS 30 40 60 75 90 05 30 40 60 75 90 OS60 75 90 O5 30 4Q £0 75 90 05 30 40 60 75 90 05 30 40 64 75 90 05 30 40 60 75 90 05 -0'QR LE 12 10 10 9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 -8 86 6 6 6 6 5 4 4 4 3 72 12 12 12 12 12 12 12 12 12 @ 12 12 12 12 12 12 72 12 10 70 9 8 8 b 6 6 6 6 6 12 10 IO 9 8 8 6 8 6 6 6 6 72 70 10 9" 8 86 6 fi 6 6 5 4 d 4 3 t2 1Z 72 72 12 12 72 12 12 22 12 12 i2 12 S2 12 t2 7212 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12. 10 10 9 8 76 6 6 5 6 5 4 4 43 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-O' i2 SO tO 9 8 6.5 6 6 8 6 5.5 4S 12 10 t6 9 8 5 6 6 6 .5 5 4.5 12 .10 70 9 6 3.56 6 5 4.5 6 5 4 4 3.5 - 12 12 12 t2 }2 12 72 T2 12 22 12 72 12 t2 t2 12 t0 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 35 12 10 10 7 3.5 - 6 5 4 3S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 D. 12 12 12 0.58.5 7.5 W-O` 12 10 107.5 4.5 3 6 6 6 5 4 3.5 12 70 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 5 .5 3,5 3 6 5 4 - - 12 12 12 T2 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6S9'-0` 12 10 10 5 3.5 - 6 6 5.5 S 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.3 72 12 10 6 8.5 55 10•-0' 12 10 7.5,4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 ,5 3 - 22 10 3 - - - 6 6 4 .5 3 - 6 5 - - 12 12 12 12 T.5 9.5 12 12 12 I0, 8.5 7S 12 12 9 --7r-6 .5 N'-0` 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 8 5.5 4 - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7' 12 12 8 6.5 5.5 4.5 12'-0' 12 10 6S - - 6 6 4 - - - 12 70 3.5- - - 6 5 3S- - - 12 TD - - - 8 5 3.5- - - 6 5 - 12 i2 T2 t. 9.5 8 72 12 1i 8.5 7 6 12 1.57.5 6 5 4 13'-0' 12, 10 - - - 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 F7-.5-F - - 6 4.5 - - - 6 4.5 - - - 12 12 12 10. 8.5 7.5 72 12 10 8 6.5 55 12 0.5 7 5S 4.5 4 14'-0" 12 70 - - - 6 5.5 - - 12 7 - - - - .5 4.5 - - - 72 7 - - - - .5 4.5 - - - 6 3 - - 72 72 12 9.5 8 6 12 72 9.5 .5 8 4S 12 9.5 6.5 5 4 3 15-0" 12 - - - - 6 - - - 121- - - _ 5 - _ _ _ _ 12 _ _ _ _ _ 5 - - - - - 6 - - - 12 12 11 9 7.5 5 12 12 18,517 6 4 12 9 6 5 4 '- 16'-0• 12 - - - - 6 - - - - t2 - - - - 5 - - - - }. - _ _ _ 5 _ - _ _ - 6 - - - - t2 12 10. 8S 6.5 4 12 12 8 6.5 5 3 1. .5 5.5 4.5 3.5- R (1) HV BLADE OR C1 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* j +sEE D AnONSOF usi FOR RLADE ON MEET t9 ' } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1,ANCHORS TO WALL.FLOOR OR SOLD WOOD SOFFIT SCULL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE Na 2 W/G-0,55(NDS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILODT W/MINIMUM EMBEDMENT AS INDICATED AT -DOUOl1S FIR W/G-0.50(N,D.S.) EACH SECTION ON SHEE S 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FDR SOUTH W/C-0.36(N.DS.) 2.ANCHORS TO HOLLOW COUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF --MIN. 1/2"COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFrAT70NS. - ."4.ANCHORS SHALL BE 0NS7A1.tED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACUIRER. FLORIDA BUltDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. -- BERT �t}411t1111l1/y, �._ HA HV,� *"�..:_� % 11L E C O �� . A S S A Accordion Shutter System ;• ■ w ■A.S.S.A. ILu 13.AI)E#1 w/0R /o H.v wwDw RAX American Shutter Systems Ev.N ORLRIPOON OATS DRAWN 6Y: M.L. TILUT TESTING & ENGINEERING COMPANY Association,1 44167 63ss Sas,VIAMR-GMWENS.FTORJOA alt s nC. 1 OLA 11-192 4fi3/SS OATS 4/13f}5 te'. (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 -Oftti 008f19Lom West Palm Beach, FL 33407 s DRAWINGNo 5 STATEO� fi WALTER A.Tufr U,P.E. 4 15-085 FLORIDA Ue.#44167 S SHEET r ?$ 6 15 OF 20 S10NALtip`<<� INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & ffA _HV♦ BLADES (AS APPLIC;ABLE� MAX. SHUTTER SPAN L+ OR L– FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4'0 TARCON OR 4'x8'(Min. IXISTING c EQ —EQ 2'MIN. EDGE(IF�PLICABLE) TAPCON WITH ADVANCED WOOD BEAM REQUIRED. I THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY W/1 1/2'Min.PENETRATION 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED LTY , (SEE WOOD SG WOOD HEADER. Min MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES Oq (SEE SCHEDULE ON SHEEP 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO E 1/2' 1/2' RAFTER 0 24' '9 E E ® 12'O.C. SHUTTER INSTALLATION. O.C.REQUIRED 1/4'0 TAPCON OR 1 OR 15 �STINAG SO FR TAPCON WITH ADVANCED THK "_" ---- - - - - - --- --- 57`- EAOFORM TECHNOLOGY -- _ _ °%' Max. W/ 1 1/27 Min.PENETRATION EO D -_-- --- ---_ Q14x3/4' CONT.ALUM.TUBE iv z I l OF THREADED AREA TO S.M.S. (6063-T6 ALLOY)W/ OPTIONAL IXISTING WOOD HEADER. a 6'O.C. (3)5/16'o LAG SCREWS TO (SEE SCHEDULE ON SHEET 1$) 1 Or Q Or Q I 1 Or Q Or iS EACH RAFTER OR TRUSS. `�''%�`•:"`. LOCATE LAG SCREWS AT 8I MIDWIDTH OF EXISNNG WOOD LsnNG MIN 2"x4' O I I MEMBER,(2"Min.NOMINAL I7fG�S 91 HEADER REQb OPEN HOLE AT EACH WIDTH)W/2'Min. MM.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEET 11) EXISTING I 5/16'0 LAG SCREW AREA VALID FOR 1 I ' AT CENTER OF TUBE. INSTALLATIONS WITH 72ps1 MN ILEI Ni MAX.AS.D. DESIGN LOAD AND �. IXISTING LM 5EPA1LOIw r 9'-0"MAX. SPAN.THIS (S)HV WALL HEADER INSTALLATION I,ate 04 ET c1Ass—I i0 aTs(gE INSTALLATION IS ONLY VAUD .� ON 11 fw �� 19O+mtAE w sir I FOR WOOD W/MIN.SPECIFIC I w M 19 MR OOR ® 'l 11 FOR BLADEmNID GRAM OF 0.50 AS DOUGLAS ` RACES O)+x(0) I Lan T,.s I 1 OR®6 OR EOUAL�-ERN PINE No.2, 11401 1-SLE$HEFT 4 FOR TYPICAL SHUTTER SS MR OR AEMBLY 2-MOUNTING SECTIONS Carl BE COMBINED `T HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. HV CEILING INSTALLATION - ImV.SEPARAMaASS(SEE MIN. 1Q OR \\��//// MIN.SEPARATION TO GLASS -!11� ®� i SEPARATION (STO GLASS EE SCHEDULE ON SHEET 11) - EXISTING 'I 90g� (SFE SCHEDULE I I 1 EXGISTING� 1 l ION SHEET 11) 1 I 1 1111 I I I ZONATE NCHI I I 8 I LOCATION EXISTINSG�I T WALL H I I 1/4• I 3/6' StOx3/4'HEX G� I I I I 2'x6'MIN.WOOD II I 1 Mox. ©� 7 3/ M WASHER HEAD TEK I DECK REQUIRED I�• 'c,':4�'�''�`'. 13 FINISH OR 2x6' IN.WOOD SCREWS® 12'o.c �� (NO WED) DECK REQUIRED(NO 1 ALLOWED) FINISH ALLOWED) GE _ 19 EDGE OF DECK _ DECK IF FLAP OF DECK PLICABLE 1/4'0-20x3/4'S.S. IF APPLICABLE APPLICABLE 1• 1/4'0 TAPCON OR Min _PHILLIPS TRUSS HEAD TAPCON WfTH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'x4'CONT. _ THRFADFORM TECHNOLOGY W/ 1/4'-20 NUTS THRFADFORM TECHNOLOGY W/1 1/2' �W -PLATE W/1 1/Y Min.PENETRATION ® 12'O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM Y MIN. PENETRATION OF THREADED REQb. OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min. PENETRATION OF THREADED AREA TO SaSTING WOOD HEADER(SEE IXISNN'G WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) F*SEE QX HV WALK—OVER INSTALLATION V HV "WALL SILL INSTALLATION O NSHff(IFr°19 SE FOR WO HV FLOOR INSTALLATION FLORIDA BUILDING GODE(Non High Velocity Hurricane Zone ``.```���,`��I{ ',��f%''A.' ©2015 EASTERN METAL SUPPLY.INC. ,��P'' CEN BERTHA H'IVTM IL_...ECO INC. A■S.S■A■ fi �o#1 W/O Shutter Accordion S �.y4 v. OR w/o *� ) •*•= .. ... .. ... ..... .. ... American Shutter Systems EV. DESCIRPTION DATE DRAWN BY: M.L - TILLIT TESTING & ENGINEERING COMPANY $9'•, F Q-` 6357 N.W.16th SL Ste.305,WMM GARDENS.fLORDA 33161Association. Inc. 1 BLD 11-192 4/13/15 GATE: 4/13/1$ Plan:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�I��� a-n d:nitro®eeLeem West Palm Beach, FL 33407 3 ;CALrA```�� WALTER A.TILUTIJr.P.E. 4 ,15-085 ONEB- 4;; FLORIDA UE.#44167 5 SHEET P.E. SEAL��f�1VAYURE/DATE 6 17 OF 20 i -t r r-©°® • GENERAL LIMMATIONS AND CONDITIONS OF LISE FDR BERTFW 1.MAX A.S.D.DESIGN PRESSURE RATING:+110•- 110 p..1. 2.MAY.SHUTTER SPAN:96' . 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7;AS WELL IAS MOUNTINGS M.0,T,U&W ON SHEETS 16& 17. ONLY CENTERMATFS 21�(BOTH W/L�4 DR., ARE ALLOWEb WITH 2' O 4END 4OR5 AR M A SYMIIi CAL OR OPPoT�fNG NfL IN CASE of OPP035NC ���YOUFRAy�s�s�mMUSTBE .UJDEDONLY AT EXTERIOR ACCESS'SIDE GF CEMTERMATE.TYP.EA. 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAYIMUN OF�OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEETMA%.5 WINw ♦ ♦ ♦ ♦ ♦ ♦ ♦ (B)MIN.CLEARANCE FROJ./�TOP OR BOTTOM EDGE OF HV WINDOW'MADE 1� ALLOWED AT HV OF ANY 3'0 HOLE FOR(4�4 SHALL BE 12'_ ; WINDOW BLADE (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS VAY BE HV • • • • s WINDOW BLADE i� (D)HV WINDOW BLADE IO MUST BE USED ALTERNATE TO A SOLID IN BLADED THROUGHOUT SHURMS WIDTH. j C. ♦ ♦ ♦ ♦ • • ; • s (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOJIO EN -1 IS BLADE 1 AT ERHER SIDE OF THEM. / 1294 (F)POLYCARBONATE HV WINDOW @ SRALL BE INSTALLED SO ,TABS FACE SEE END 8B CONNECTION ♦ ♦ ♦ g € ♦ THE INTERIOR OF THE OPENING NG PROTECTED.HV WINDOW,MUsr BE DETAILS ON SHEETS �m ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASS& 10& 18 TYP. INC. FULL HEIGHT. bg�� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15•AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P4 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) p, S.MINIMUM SEPARATION TO GLASS SCHEDULE•PER ASTM E-1996:1 D H 5 TYP TOP&BOTTOM W ) oR®oR`+✓ �Vl WIND ZONE MINIMUM SEPARATIO�TOGL7 NUMBED WI 1 THOU 3 1' ELEVATION MN SEPARATION TO CLASS EXISTING GLASS SFE SOVDl1lE ON SIM. FCR aAOEm 4 1.21- AND___ -- _ ANO SC THIS ON I ESADFS Q&�A ________ __________--.s.,-__ 5 1A �1 \ TVP. 1 \ 4 216 t / -----`` 511 OR i / � TMP• W%2 OR CENTIIRMATES ® W/OT(SEE NOTE 4 PROVE) 1 1 TYPICAL C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE1nA SHUTTER* N.T.S. c FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A11111111111111J! 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM E _ A S S A Accordion Shuttei System ■ ■ Kv a nnE1 w/OR w/o RV.v(rtoav MADE American Shutter Systems REV.HC DESCRIPTION DATE DRiWN BY. M.L. TICCIT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 11-192 a/13/15 DATE. 4/13/15 ' STATF nr: 6755 H.W.36N.SL,Ste.305.VIRGM GARDENS.FLOW64 331 r, ' o Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 WING `40RIOP :��` —Map:o G �19D1.com West Palm Beach, FL 33407 s 5-085 No ♦♦sS'%••••.•••NG\`�� WALTER A.TILUr Jr.P.E. 4 Q1�U1��E/DATE FLORIDA U.y 44167 s SEE OF 20 I I i 6*X 1 1/2'. o �n. INSTALLATIONS W1 J) HV BLADE & _HV CENTERMATES Min :V. Fs,�t ASTM A-653 CP4E 40 083" 141n.G-60 GALV.STEEL LLS 40- METAL STUDS AT IS'O.C. 3b INTO METAL STUD WA 1/2 6 D.C. 41 1/4"0 NOMINAL .475' GENERAL,LIM ONS AND CONDrrioNs OF US 3 4LUMINUM-SLEEYE 6063-45 ALLOY 12 FOR BERTHA-01W BLADE ACCORDION SHUTTER 'CONT.3/17�,&.I/ 0.035',NICK SIEEt.TRAGIC 4 Q� INSTA &LAMON TO METAL STUD WALLS 3,000 Et 0 6"O.C. . SEPARATION TO GLASS SCHEDULE ASW"53 GRADE 40 kk..C-60 GALVANIZED FASTENED TO STUDS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(2)16.1/2'TEX SCRrS ON 1 EXISTING FINISH 39 "OR EXTERIOR FAC AS APPLICABLE f 2. MAX. SHUTTER SPAN. 84" VAND ZONE MINIMUM SEPARATIONQIL.EN"TH+ I' ASTM E-1996 MIN.SEPARATION MOUNTING: MS THIS SHEET. GLASS DUSTING GLASS TO GLASS 3. ALLOWED TO 114"0-2W" BOLT 1 THRU 3 1. (SEE SCHEDULE) 3 4. 014LYIENTERMATE V21 W/Q)HV LOCK ARE ALLOWED MUST PENETRATE(3)I- h 4 WF 21 ARRANGED A S METRICAL LAYOUT. 0 LONG, MINIMUM) MUST ALWAYS BE USE 0 (2) 35 (15 373' (C 1.3737 1 3/4'.6 1/4'.0,035'THICK Mi EXISTING FINIS14 INCLUDED AT-417ERJOR OR INTERIOR ACCESS SIDE OF m250* 050* mv.Ma TRZOIX Of= AS APPLICABLE CENTERMATE. =-n ASPM'A-653 CRANE 40 Mi..C-SO FASTENED TO STUDS 11T Ell(2)#6xl/2*TIE SCREWS ON I FACE c 4 43a M 6.O.C. TE1/4,".0-20 THREADS RIOR&E)MtOR 0 6"O.0 BLADE SLACK DETAIL HVF IS ALSO VALID FOR I 1/4"0 ELCO CO STRUCTION -no BLADE,(D FAB-LOC HD CENTERmATE @ APPucA N WTTH PRODUCTS \412 3b 1 1/2 K a 6' O.C. COMPONENTS ASTM"A.-CS-03nG'RARDEF GAG Min.G-60 Lv.STEEL SCALE. I EXISTING METAL STUDS 16'D.C. in. MS WALL HEADER/SILL INSTALLATION STING FINISH AS APPUCAEILE �(Typ.TOP&BOTTOM) t VA VA ———————— 1 3/4-x 6 1/4'x 0.035-THICK Min. mv, A-653 GRADE 40 Min,C-60 FASTENED TO STUDS • W/(I SYMMETRYCAL SEPARA'nON INTERIOR. , !)#6.1/2'TIEK SCREWS ON i i MIN. R DMYJOR FACE Id TO GLASS 2 j MATES W/".. CENTER 'A P,CENTERMATES W (SEE SCHEDULE}':: ..:L :.INTERIOR ACCESS SIDE :EXTERIOR ACCESS 5" SIDE 3r— IN (6'Min.) N 4 4 24 ---- <1 A 2)42 21 21 21 t 21 1 LOCATE AT HVV /SILL ENDS ------ VIEW Yl 4 12 3 (6"Min.) \-(2-4) —6 1/2-MAX SIDE CONNECTION TO TRACK 6 1/2"(TYP.) fn�� 7 SLACK **— I (Cont.) M BLADE SLACK DETAIL HVE B-V-Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' %%A11111fliffifl", 0 2015 EAS;rM METAL SUPPLY,INC. �A'Rq,A:.k.z BERTHA HTM Accordion Shutter System �IL E Z 0 INC. AmSms' nAm KY.BLADE#1 W1 OR W/O H.V.WINDOW BLADE' American ShuttBr Systems LEV.N� DESCRIPTION DATE DRAWN W- M-L TILUT TESTING & ENGINEERING COMPANY I OLD 11-192 4/13/15 DATE: 4/13/15 30th.SL,st�3m�VUMM GAROEM.FLORIDA 331 Association. Inc. T.- a. rTaTp n;: .�z 4268 Westroods Drive 2 (305)871-1530 -;(305)671-1531 -DRAWING No '1�530.F West Palm Beach. FL 334o7 3 — 15-085 .. ........ WALTER A.TILLIT Jr.P.E. / FLORIDA U�#44167 5 - SHEET 1pt. DATE -L 6 20 OF 20