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HomeMy WebLinkAboutProduct Approval 7/20/2015 Florida Building Code Online RECEI rED JAN 12, m7 `' SCIS Home i Log In User Registration Hot Topics Submit Surcharge [ Stats&Facts Publications ': FBC Staff BCIS Site Map Links Search Busines '/�`) y. Professional product Approval USER:Public User ;2 � --,. " 3w F1 L N `��j 1 4J u: 1l:I Product Approval Menu>Product or Apolication Search>Application List>Application Detail ^ TZAR FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley, Irodriguez@easternmeta1.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http:/Nrww.floridabdldng.org/pr/pr_ppp dN.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 a i RECEIU' GENERAL NOTES. 1.BERTNA H.V.ACCORDION SHUTTER SYSIN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA -- { BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT Hips VELOCITY HURRICANE ZONES. ,t DESIGN WIND LINOS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURSDICIIO14 WHERE SHUTTER WALL TABLE OF CONTENTS { BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USING ASCC 7-10 FOR INSTALLATIONS UNDER 2014(5th EDITION)FDC AND SHALL NOT EXCEED THE MAXIMUM(AS.O.) y DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 TIM 17.25,26.28&28A AREA 1• HV BLa.DF,;�� Q"IA dL O IN DRDER TO VERN THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S•D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 114RU 17,25,26.28&284 GENERAL NOTES SHEET 2 T SHEET IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS LtQT 115ED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 3 H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSG.E IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MLNTKNED CODE AS PER ATL SYSTEM COMPONENTS 21-37 v REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADE 1�j0214.01-03,00715.01-03.#1004.01-05,01214.01-05,00317.02-06,j06o9.Oi-10 AND#0210-01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA 2• HV BLADE 0117 IIID HV WINDOW BLADE dh -HV WINDOW BLADE 0 00505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725,01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) -HV BTA0r`;.7#0422OI-05 AS PER TAS 201,TAS 702 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 ?-IN BLADE 1�AJiD MDV BtADE@ARE ENGINEERED 10 WORK IN t1Ni5ON Wfiii CACii DODDER IN AREAS WHERE THE DESIGN PRESSURES TFWISTfON FROM END ZONE 5 TO INTERIOR ZONE 4,EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 i WINO ZONE MUST BE CLEARLY IDENRFLEO IN ACCORDANCE VAIN Cw ILR 30.OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION OF F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE..THIS SHALL INCLUDE REQUIREMENTS FOR MW. SEPARATION TO GLASS,DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR TN BLADE i CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS TOR EITHER WAND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA RECISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SHALL.BE SUBMITTED TO THE BUILOWG-OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE DETAILS NO SHEET 10 EIV OLADE T�ANO HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON WIT14 EACH OTHER UNDER THF GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 11 t 3.BERTHA TLV_ACCORDION PINS(HV SCR ).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114X2.75 AND# 14X1.75 RESPECTIVELY.410-ITT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STFEL SCREWS WITH 135.0 ks(YIELD SPRENGIN AND 180 W TENSILE STRENGTH PINS SHALL BE COATED WITH BFM14A HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&BLOCK SHIN 13 $ APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE 14V MARKING ON THOR HEAD. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHLLTSL AND S. MINIMUM YIkID SINLNGIH FOR 6063-76 ALLOY IS 31.7 ksi AND 35.7 kei ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 FOR 6OPri-T5 ALLOY, ANCHOR SCHEDULE-WOOD SHEET 16 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SWEI.AS PER DIN 50018 WITH 50 k.i MIN.YIELD STRENGTH AND 90 ksi MIN TENSILE ANCHOR SCHEDULE-WOOD SHEET 17 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241t.3.3.4. INSTALLATION DETAILS M-R,WOOD SHEET 18 6.BOLTS to BE ASM A-307 GALVANIZED STEEL,OR ASI.104 OR 316%FRIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRLHGTH INSTALLATION DETAILS S-X,WOOD SHEET 19 ii END CONNECTION DETAILS 7-12&X,WOOD SHEET 20 Y 7.SEE THE FOLLOWING SHLT:TS FOR ANCHOR SPE(311CATIDNS-'ITV BLADE 1: 13,14,15,16,17&24A H26.V BLADE HV BLADE 3 '6 WORKING IN UNISON: 13. 14& 16 Agra 3• HV BLADE t'7 ONLY SHEET 21 } e.THIS BERRIA H.V,ACCORDION SHUTTER SYSTEM BEARS A U.S PATENT#6'779,582.COMPONENTS Or THIS APPROVAL.ARC GOVEREO.Tri W1101I OR IN PARE t1Y U.S.PATENT j5'458,t 79 ISSUED TO TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 22 i EASTERN METAL SUPPLY•INC. CENTERMATE INSTALLATION DETAILS AA-GG,CONCRETE t CENTERMATE DETAILS NO SHEET 23 9,IT SHALL BE TALC RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY IHE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 10 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO END CONNECTION DETAILS 1-6&X.CONCRETE/BLOCK SHEET 24 IZI, SFAL./CAULK ALL SHUTTER COMPONENT CDCES WHICH RFMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION, SHEET 25 MAXIMUM SPAN TABLES 10.CACH 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 ANCHOR SCHEDULE,CONCRETE SHEET 26 HV AND ND CENTOTMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. A� t I.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SKITTER W ACCORDANCE WITH SECTION 171D.8.3 OF FLORIDA BUILDING CODE.ONE LAf1Cl AR�a .}• WINDOW BLADE lift/ONLY SMALL BE PLACID FOR EVERT'OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. Exj 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 THC JUIIJSOICDON TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 A t=767]7 WHERE PERMIT IS APPLIED TO. _ SHEET 28 �p 13 (o)THIS RED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;ie WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TYPICAL SHUTTER ELEVATION icy (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEUCtIM PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P,E.O..PROVIDED IfE/SNE DOES NOT DEVIATE AREA K• HV WINDOW BLADE Cts ONLY i( FROM THE CONDITIONS DETAILED ON THIS DOCUMENT-CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RE%PONSOUTY, INSTALLATION DETAILS METAL STUD WALLS SHEET 28A ! (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. R THE D WHO WILL (d)BE RESPONSIBLE SPECIFIC E5PL1N981E THE PROM USEOFTHE N£DL ENGINEER NEER OF RI OF RECORD,ACTING AS A DELEGATED ENGINEER TO THEORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME P.E.O. IENGWEIER SHALL SUBMITT 100THIS LATTER PROJECT HE SITE SPECIFIC DRAWINGS FOR REVIEW. 2 (c)ORIGINAL P.E.D.SEWL BEAR THE DATE AND OMONN.SEAL AND SIGNATURE OF THE PROFESSIONAL ENC0UR OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE (Non Hi h Volocity Hurricane Zone) YA111111 IIIIfPffff ®2015 EASTERN MMETTAL.SUPPLY"INC. { THIS DRAWING SHALL ONLY BE USED TO ``,�O� ..A. T/�(Y ry' BERTHA><7A HYD OBTAN PERMITS IN THE STATE OF FLORIDA Accordion Shutter System L a - /T17�E_COom, i ■ i HV.RUDE t W OQ N 0 B.V.WNDOW BLADE&H.V.BLADE American Shutter Systems tEV.N DESCRIPTION DATE WWW e: ML. TILLLT TESTING & ENGINEERING COMPANY Association. Inc.' 1 OLD 11-114 04/13/15 aA1E: 04/t3/t5 j STATE ; = am NN,3&h.SL,Ste.305.VIRGINIA CARDDHS5 FLORIDA 331 4268 WOstrOOO1S Drive 2 Plrpna (305)$71-2530-Fox:(0871-2531 OE2AWING No •c (rDRIDA CL,�� a-ma1.Dhaceoad.— West Palm Beach, FL 33407 3 5-084 \��N, WALTER�A 7t Jr.PE. y SHEET FLORIDAP.E. �S7Fj{GIN `/DATE FLORIDALrc.B 44167 6 1 Of 28 1 f J( I VARIES 1.491' .090 4.371L 4.857- BY SOUD BLADE 02 BY BLADE05 V 90-ZIAT STARTER (�)HV UNIVERSAL ELCIAl QUALIFIED(TR USE W/ COVERED UNDER US PATENT# 5458179 COVERED UNDER US PATENT 5458179 ALIFIED 8V DIRECT 6005-T5 ALLOY AND TEMPER QU FOR USE W/ W BLADEQ)& 20 E I MOUNT HV BLADE &(2) HV WINDOW BLADE 6905-T5 ALLOY AND TEMPER 6063-T6 ALLOY Ago TEMPER QUALTRED FOR USE W1 HV 'SEE LIMITATIONS or USE: OF BLADE @ ON SHEET 28 BLADE 01 &( , 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND fMFFR .124*- I N"_ 670 7.670* P.) A .3556' _570-�90 072 842 I', C 4,C LT 1,375- 4.897- • j Z15, ?.C92' PL HV ADJ, ADAPTER W/LIP .20 T4 PA7_Z' 0,072- QUAUFtED FOR USE W1 KV (�)Ij WALK—OVER TRACK A 2:K ALLOY AND TEMPER BLADE I , _T_TI�5�_ . . -;I.- E(1)4,(2 QUALIFIED FO USE W/ HV ;L75ir (6)HV ADJ. FLOOR TRACK BI 8) (9)HV TRENCH TRACK 6063-TS 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV QUALIFIED FOR USE W/ HV BLADE(D&Q)ONLY. 6_6 HV FWNGUARD BLADE Q)&0 6063-T6 ALLOY AND TEMPER "QUALIFIED FOR USE W1 14V 6063-T6 ALLOY AND TEMPER BLADE I & 2. VARILS 1.936 6063-T6 AVOY AND TEMPER q83. —Z-0-35, 83' ow- ,a,' X .125 6 06W .093- 670 060 S'. I C .06_0.. 60 6 L 1 686- 670 3S 0. 3.52), -0 m 3.58 (l HV HEADER/SILLy (11) 14V CEILING HEADER (Ij H D CEILING HEADER/SILL ' QUALIFIED FOR USE W/FIV EIIADE( ONLY, OUAUFIED FOR USE HV BLADE )ONLY HD CEILING HEADER/Sl D 6063-T6 ALLOY AND QUALIFIED FOR USE W/ HV BLADE() R USE W/ 14V ZiGAUFIED FOR E W KV EILADr(i,)&(�) LL SIFF SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUAUFIEIFO USE / E ONLY. 6OG3-TG ALL.,AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND IEMPER j Ti �BLADE COMPONENT A 8 Tl 72 UALIFIEC 0 1 2. 5-MAX. 1/8- 1/8- w(i) 19 2 5'MAX, 0192' 0.192' Rv 20 S (13 ZS- 7"MAX. 10-190' WCI)I (9 SIQE ANGLE ALUMINYM ANGLES tqA[!,�FMEFR J�SEWr/HV QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE Cl)&0 BLADE(D&(2) BLADE (SEE SCHEDULE 6053-r6 ALLOY AND FEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY, INC. V\C ENq f BERTHA HV- LIECOm A.S.S.A 7i _—.,\ 10 quix Accordion Shutter System H.V. IT W/OR W/O H.V.WINDOW BLADE&N.Y.MADE 1: American Shutter Systems %EV.W DESCOPT" VAn DPAVM BY, M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I GLO 11-194 04/13/15 CAr- 04113/15 &M N.W.36N_St.Sic 305,MRW6N4015.RORM 331U Ph— (305)871-1530.F­;(305)871-1531 4268 Westroods Drive 2 DRAWING No ­1 bilt—Gaal.com West Palm Beach, FL 33407 3 [B-0006719 4 15-084 10111111ill, WALTER A.Tolff Jr.P.E EA FLORIDA Li�.1 44167 5 SHEET P.E.E. SEAL/SIGNATURE/DATE 6 2 OF 28 I 4.660" .929• I 4.576• — 1/+-2(htf t/4•-Za CASt .7 2.29• r 3 4' FIAT PIFAD iNaEADEU HOtwnc 9N 0. 1/4•-20 .745' aPAINaDE CAST Ra •o c 0 m NCm M`ILMED HWSWC sww PPA�NIX'ED in IN t 7.325' .318' 0 0 o j l Oros CYLNM Oms MNOUt ?'21�"' ----- --- - r4��n� NAm}(awDte (CHROME RATED) 21 HV CENTERMATE A,� s"s. — Lam/ o� 1.3 s 7" ° " �_= ® HY LOCK HV EGRESS LOCK QUAunw FOR USE W/ HV BLADE(1D&®ONLY ft E mY y.ppy__`.- .er5" QUAI-IFlED FOR USE W/ HV QUALIFIED FOR USE W/ HV I 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ FIV BLADE 1 & I ONLY e ---- BLADE Uj & @ ONLY. BLADE(1)& ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE Q ALIFIED FOR USE W/ KV BIADE(1�ONLY 2'O'Q.O. 18' 2874'N716' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 518• n(" (ir " :z MOLO�� -- AIL. �R" .360'AF(ER R1VE11ND tP. BEFORE IRNETING 1�4"t6-20 X 3�4" 1/4"d-20 R1VN1°40Y S.S. THUMBSCREW SERIES 9444 MIMMU(2024-T3 ALLOY}URGE HINCE PRIX T , SHEET NUTSERT,PART/0620.AS WNUEACHIRE'D I3Y AVDEL.... .. T .e22' PLAN FRONT ELEVATION HV MALF "T" LOCK CENTERMATE �i.sss�"--T- p " G+tnrRY TE1cHV PALIERY.raw VE OC OR cglw.. „ „ HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/ NV BLnDE ONLY HV FEMALE T" LOCK CENTERMATE y T—L LO ® pUALIFIED FOR USE W/ fN 6063-T6 USE AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ IN BLADE01ONLY QUALIFIED FOR USE W/ Hv BLADE(I�ONLY WIN HI ADE( ONLY. DLADF:(1)ONLY. i 6063-T6 ALLOY AND TEMPER 6a63-T6 ALLOY AND TEMPER / r j 1.917 _ 1.917; - ryry •o°Pi I.._.— m - .132 U .- - 1RtUMdIpHH . , All- ---I.0 CYIINDLR OR - .214• AW q62' ( I KEY C111NOER I .214" (� i p .545' 0.815'Min. .125 Mar. 3� HD CENTERMATE W LOCKING K 4 t'o0 a n QIJALIFIED FOR USE W/ HV BLADE(9, 1A & 2 QUALIFIED FOR USE W/ HV BLADE 9, 1 & 2 7 sos- HD 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND #3 NT ` TEMPFR m rOi, _ yal:ll5,iz"MIN. QUALIFIED FOR USEW/ HV BLARE t 1A &!� _ --- 1/4'f-20 S.5 OR 318--Pe 1� 6063-T6 ALLOY AND TEMPER TFM1IM _7 BTURN j I SEE oEvMM scRflvs LS) _ _ tt/2• go _ _ OCRNDER 1KEY .57 um. OYLINOER LOCKING RODS t.ie=M— QUALIFIED FOR USE W/ FIV BLADE a&(gJ �-„�� 1 4" —20 A1S� 304 NY REGENT HARDWARE MORTISE LOCKS SE ILS 2333 HOOK BOLT LOCK. tt--�� 6063-TG ALLOY AND IEMPER t:/ HV 3,/8"Sb—�§ AC,ETAL L�---J ! .p0/INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE Wj 1N BLADE t�j.(,A &r 2} D1i11 L.ED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR U e BLADE CD&Q QUALIFIED FOR USE W/ HV BLADE 1 &© FLORIDA BUILDING CODE (No2 High Velocity Hurricane Zone) ®2015 EASTERN MLTA.SUPPLY,INC. E BERTHA HVTM ; TI7C07i��. A■S.S.A. Accordion Shutter System H.V.&ADE t W OR W/O NV.WNDQW BLADE&N.Y.BADE American Shutter Systems DOCRInON DATE DRAWN BYar': M.L. STATE OF TILUT TESTING & ENGINEERING COMPANY Association, Inc. P OLD n-194 u/u/1s we- 04/13/15 i 9 1131 H.W.Jern.9L.st4.303.Haran gArmEns.rtDlma 137 4266 Westrpads Drive z .� Phan,:(n871-1530.Fm:(305)071-1531 DRAWING No "i`�'••`UNIu.`. \C�`�,�` c-mw�.tit-tcooaot.can+ West Palm Beach, FL 33407 3 S/A00067 9 NAL EN' WALTER A.Ru.rr& P.E. 4 1 rJ-084 A74Y7to +"+ FLORIDA tic.it 44167 S SHEFT P.E. SEAL�S'I�I�A�URE/DATE 6 3 OF Le 7 i i I i I I 1 I 3/B"0 41 40 3 i SHUTTER ASSEMBLY SCHEDULE FOR j HV 1 HV 9 AND HV Q BLADES. i , ! Qi HV BLADE 1 33 1' i N F- -1t�A HV BLADE 1A , a HV BLADE 2 47 -- . HV LONG RECESSED NYLON BUSHING 1@ --HV SHORT RECESSED NYLON BUSHING I 40 HV NYLON HAT WASHER EXTERIOR 4TH o 41 HV WHEEL CARRIAGE AISI 302-303 SFRIES . 41 '47Ii'0 14.870•'x3/16" THICK NYLON WHEEL. —0_188"0 AISI 302 SERIES S.S. RIVETS- ! i or ,II /-8 or 43 ?! (SEE NOTE FOR I u�LT or Q ! Q HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) ; � ! J @HV 2 3/4" ACCORDION PIN W/ #8 HEAD !; _ EXTERIOR I POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 � Ig ® orQ 'CJ 1 (SEE SHEET 27) o AT EKTERM BLADE KWJCnE FM TYPICAL SHUTTER ASSEMBLYIT, HE.IVId TW=2)FOLDER, HV PIN SCALE: 3/8' = 1" EXTERIOR? OR AT (1)FN PIN @ SHALL ALWAYS BE USED AT AIL EXTERIOR - BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lD ORBLADE'S KNUCKLE. LIV @ BLADE. "a.324'- 43 (SEE NOTE * FOR j (2)FN PIN @ MAY BE USEU IN LIEU OF @ AND ONLY ATTMp-1(- 1 ' REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF IN ACCORDION SYSTEM W/ KV(g) ' BLADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND"DD', SHEET 22. I (3)HV PIN 0 OR®W/ 1/2"O.D. 1/16-THICK S.S. WASHER .• I ' 1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT P N.T.S. N.T.S. ........ ! FLORIDA BUILDING CODE Ilan High Velocity Hurricane Zane ....... !//.%w m 2015 EASTERN META-SUPPLY, INC. BERTHA HV- '" TIL -Ec 4 em-. A■S■S■A■ HV- Accordion Shutter System H.V.BIADE 1 W OR W/O N.Y.UNDOW BM A ILY.BADE • '70'•, `n„Tt'(}F f.*� TILLR TESTING h ENGINEERING COMPANY American Shutter SySt9m5 �aRWTMM DAIS DRAWN ar M-E �T••,F/ Y�`v'� 6355 Nx.359,.5L,St..305,V1Rts4A C.aRDM FLORIDA 351 Association. Inc. i OLD 11-144 04/13/15 DATE: 04/13/15 ,! ` Coal Ph...:(345)871-1530.F:(305)871-1531 4268 Westroods Drive z I DRAWING No i �� S —03- n',1 G\ ```�� 0 00067od.com West Palm Beach, FL 33407 3 15-084 F !!!!!!l/IQ.IIIII111 OON WALTER A TILLIT Jr"RE 4 i F14Rcw uz.R u1cT P.E. SEAL/SIGNATURE/DATE D 4 OF 2 I i 1 I j i I I i 1 t �•�a *NQJES ON !-!Y LACKS AND CENTERMATES: 1 MANDATM CONDOM 1IL: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTERSPANS UP To 106-,AND FOR INSPANFOR ANY SPAN OR 12* unER SPANCK or g MAY E USED AS ANFOR OR,OUTSIDE LOCK,ATTACHED ELEVATION. FNANY BCvE LOTOO e M I CENTERNATES W/(2) 1j4'4-20 x 1/2'LONG FLAT HEAD S.S. .S.LOCATION OF LOCK SHALL BE AS INDICATED ON i TYPICAL SHUTTER ELEVATION. 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TYCO W S �^" LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERNATES I OR LL SHABE AS INDICATED ON NOTE(1)ABOVE. } LOG N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER El"ATNON. 3. >F°IS USEI1 wjlwo N V.LOL�tT: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY ox40oRtBE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ' F 4. MANDATORY OONIxnON&ONE HV LOCKSHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN B _ AND INSTALLATIONS AT ANY ELEVATION. HY LOCK ar SWALL BE USED AS AN OUTSIDE OR INSIDE LOCK, t > c Roc-int ATACHED TO TOP&BOTTOM CORNER SHALL BE UUSSED.LOCMATE ATION F LOCK SHAH BE AS INDICATED ON TYPICAL 2"LONG FLAT HEAD S.S.M.S.TSHUTTERLOCKING ELEVATION. �� fff MAXIMUM SHUTTER SPAN S14Ni BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 4 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF FIV LOCK or FOR ANY SPAN AND rr W57 TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT _ - w OF 1/4'6-20x3/4'S.S.THUMBSCREW TO ft OR CENTERMAN SIV+LL BE MADE W/ 1/4'0-20x3/4'ALUM. 21h RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t 1 4 3330 , LOCKS AT 1/3 OF SHUTTER SPAN. I *NOTES ON HV "T" LOCKS AND CENTERMATES- SEE END \ ;ONE ALTERNATE HY'i"'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND COFAI£CTKDN - INSTALLATION AT ANY ELEVATION.ALINATE LDCK Y BE USED AS AN INSIDE OR O11T510E LOCK,ATTACHMENT DETAII S ON o r r H i 3 x L o p o v w x OF LOCK q}INCLUDES USING REINFORCING LOCKER AS SHOWN S SECTION tfi7G,SHEET 9,WHICH MUST RE FULLT 11 T. CONNECTED TD CENTERMATES 1q AND @ W/ 1/4,0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32' ' FULL HEitxi7. �« WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8`RNNUT.,LOCK MAY BE INSTALLED AT MIDSPAN OR 12' Yy OF CORNER MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 00 TOP AND 80TOM IS MANDATORY. CENIERMATE *NOTES ON HD 1 0 do CET MATES 7, kz ( Q/ ( :ONE ALTERNATE HO LOCK C MAYBE USED iN UEU OF «C�.�]���6 •�7}. W LOCKS OR( FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE No LOCK O�MAY BE USED h`� �� �.••� �..� h� 0E LOCK TO IS Wj 3 H8 x I9. F.H. SSMS.AND INCLUDES �(� \ `C AS AN INSIDE OR OUTSID+�'LOCK.ATTACHMENT OF He j S� �8 ox I + 8 art 8 • � a REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB„ LAND ,,, -YSHEET_10 LOCK,MAY 8E INSTALLED AT i l8)«CR 4 03-f 05 5-� MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN r USE��OF U}OK{NO;�RODS{ IS,`COitPLfTEI.Y OPiIONA(,. . I V ` �Jf TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. I FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone) `*�``�;��'(.- •. •/C�j�,��4 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM =_ /TILT0Ec � A■ ■�■Q. Accordion Shutter System American Shutter Systems }LV.BADE 1 E OR W/O H.Y.WNW 6(ADE k NY.BLADE TILLIT TESTING & ENGINEERING COMPANY c. °� GATE 01>w'A':e0 M.L. assn Kw.�o A se Sir.aas,VMOV a GNWM,aamA saes Association. Inc. s OLD 11-19{ af+alls wTe o4/12B Phone:(305)871-1530.Fax:(305)871-15'31 4268 Westroads Drive 2 DRAWING %cSs�•-..,..... ,```.� ®6�.*.woom West Palm Beach, FL 33407 a QNAL E� 151-0 i 7rlll 111 111111\\\ WA.IER A'ILLR Jr.Pc P.E, SEAL1SIUt�LATURE/DATE aTAa1m\ 41167 s SHEET F i 3 i I PCURED CONCRETE OR CONCRETE BLOCK POURED POURED REQUIRED —2/4'A-2Ox3j4'S.S. CONCRETE CQNCREiE CONCRETE ANCHORS CONCRETE ANCHORS 'MACHIN£SCREWS REQUIRED REQUIRED _ (SEE SCHEDULE ON (SEE SC MULE ON W/1/A'-20 j CONCRETE ANCHORS SHEET 13) SHEET 13) NUTS 9 12'O.C. 1 (SEE SCHEDULE ON SHEET 13) - 1, 1. 129 Cit 14 Mln. -t j4"&-20x3/4-S.S. Min. i _ _ 1 7 OR 18 EQ EQ MACHINE SCREWS __ Q EQ USING 11r-20 NUTS r i 9 { --- U i2'O.C. I z' E D.' / 250'Max. -- 13 OR 5 t 3 04 @ i - O �_ F C.• N .250" Mm,. .0.• OPTIONAL f 1 �f } I t r t } 1 ' oriOPTiONti i i t 1�t.SBWT11a+ rn roaAs(sE SaEaMF.a 9#ri � � MIN, SEPARATION TO CLASS I`12 RIR 9NE,DAV1 1 OR w EXISTING ' " a 911Er 11 tat � ' I I � CLASS S _-(SEF SCHFDUIE ON SHEET 12)- ! a.�as�a(9 -.. . EpmNc , MIN.sEPARA11oN ro G,nss 1 ` GLASS---4 `.. .. EXISTING r(SEE SCHEDULE ON SHEET 12)- `LAssr j (C�HV WALL HEADER INSTALLATION I (A� HV WALL HEADER INSTALLATION - -__— .._-- " ... (I) HV WALL HEADER INSTALLATION EOOSTPTG ,---.- -.-_�_._ -•--- MIN.SEPARATION TO GLASS i CLASS--4 lot srwallaN O I 1 E%ISRNG ~ (SEE SCHEDULE ON SHEET 12) ro CIAO(OE (?)oR `� i MRFL SEPARATION TO GLASS GLASS-"i 11 fOR a.Nr mxND'. --(SEE SCHEDULE ON SHEET 12) i -- a s¢r ze 3MIM att� t EXISTRiG / �' �' OPTIONAL 1 CLASS OPTIONAL i i 1/4'Mox - / 1 ( # / F ! J,,IIlY•' (I S' J E.D. / is If D / i� , it if f #f ,{/�/ EQ ;Q _ _._ �!i:. -= 120R14 __ _ 1/4"0-20x3/4'S.S. Min. PHit LIPS TR U55 HEAD / // CONCRETE ANCHORS j1 i f4'4-20x3/4'S 5 PHILLIPS 7 _ ,�„„18 MACHINE.SCREWS USING .-.L-1_ _ f. -- TRUSS HEAD MACHINE SCREWS �r -CONCRETE ANCHORS \J'^ 1" 1/4"-20 NUTS O 12'O.C. (StE SCHEDULE ON W/1/4"-20 NUTS O 12.O.C. 1 POURED CONCRCrC-- SNEET 13) POURED CONCRETE (SEE SCHEDULE ON SHEET 13) %� ! kin. OR CONCRETE BLOCK OR CONCRETE BLOCK / OONCRETE ANCHORS REQUIRED WALE REOLRRED (D� HV WALL SILL INSTAATION (SEE SCHEDULE ON LLU HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REHV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * EDCE IXSThtxCE ASSEMBLY ♦SEE LIMITATIONS OF USE FOR HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFIGTIONS ON SHEET 14) BLADE to ON SUFFT 28 7N ANY WAY 70 SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (lion High Velocity Hurricane Zone �SMM� (�A 7•���fr4�fff ®2015 EASTERN METAL SUPPLY, INC. •�t„.• lr� BERTHA HVTMSystemAccordion Shutter 71 A■ t MANLECV KV.RARE 11 N OR W/O H.Y.VOW BLADE do H.V.BLADE •�-• !/ �,k,c American Shatter Systems Mv.N. DESCRWDON DATE DRAWN BY: M.L. ! TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 64Ji3J15 DATE 04/13/15 STATE OF WW XX 3&"'St-S°ad3• "�' frhF°EM•FL MA 331 4268 Westroads Drive 2 ' �•- '�= Phare (305)871-1530,Fox:(305)871-1531 DRAWING No '-. ZORO-.' ` a-m l:61Lecaoaal.aan West PQ{m beach. FL' 33447 3 'i'4�si5'•••.•••••'• �x 1VPL7F7P.E. ` M- 19 15-084 � &iC►tt/ONAL`Er�1 Aon5FLORIDA UC.f 44167 3 SHEET P_F. S�`lTt.+JV E/DATE 6 8 OF 28 i 3 I t 1 I I I POURED CONCRETE ANCHORS - , 4Q4,� _ ♦OR - I CONCRETE (SEE SCHEDULE ON SHEET l4) i mwers�( "`i 1� ; -0F(�To%An n ACQUIRED EDGE OF 11z TQi MADE mNO I r,x SFPIPATIuI i S.M 12) ' (A s1w m FOR TO p,�t, t .D. APPLICABLE DOSTING BAI;6(Dag • EXISTING 'r-- r,E .µ ' 9 GLASS- t GLASS-"' -+ I ALTERNATE :i I I AtA OR Oz3t4'HEX I 'i 'i EX151FLGNCH LOCATION WASHER HEAD ' I, t GLASS I I TEK SCREWS 012 O.0 ' 1 T amp i 3 1 S I 3/ WEL CONCRETE ANCHORS t mCE OF 3/0 NM. , APPL1Cl=BLE 1 i / � .. (SEE SCHEOUI E ONE \� l`/ , SHEET 14) E I E EDGE OF t SLAB P (1)C£'EXISTING i r r I _ - - OF GLI55.__-i /)� EDGE OF i ; SlAO IF / I X1/2 1` -SLAB if W4 Sw.4Tw Q. O. APPLICASLE _ -� POURED- HAT HEAD CONCRETE ANCHORS W DAs� // POURED --•-.p•- CONCRETE sEa4e m 94II .<_!_ .l _ � RTTU REQUIRED (SEE SCHEDULE ON SLEET zs7 I 1 PoIXtEO FEAT HEAD CONCRETE ANCHORS ON SIw {t�OR �♦ coHCR afatsmd�il , REQUIRED ---E.O.' E.D.+--- -ry (SEE SCHEDULE ON SHEET 15) 11 ,TRENCH INSTALLATION _ -- VALID ONLY FOR UP TO +70, -•75 PSF (f) HV FLOOR INSTALLATION j @ HV WALK-OVER INSTALLATION PRESSURESCHEDULE J3,& OR SPANS PER 12 Q HV CEILING INSTALLATION coNcrLEie ANCHORS I (SEE � SCHEDULE DULE ON EO IING SHEET15) 0 GLASS-ti . FYASTVC + , r rwl.s�.wnnoA TO— I , i E%ISTNC GI ASS--j I"(�so®uL oN•Ju.T 10 GLASS I -'tvx sa4nue a+s,crs n)' 1{� (0) 0 MA INA% i - ii a I I r 6 i _... ...i 110Y3f4`HF%WASHrR r' I i •_Ifg` .� / HFM TEX SCREWS O •.L x� #14x3/4` IIEX HEAD d I i`)' ,/ 12.O.C. TEX SCREWS 0 9`O.C. I CONCRf:i'E ANCHORS - 6 r {_ 3/ i-�itx3t4`S.DS. OR 1/4-0-20 S.S.N.S. I O 9`0.C. yI W/NIST 0 9`O.C. ' (SEE SCHF,nULF.ON 1 •C7 IT 18 ry PTR._____I SIiECT 15) _ I 17 DR I8 7/2• 1- _ ,d1 9?O C.F.11. S.D.S. SEE NOTE 13(b) EDGE OF ' 1 7/8` 1 7/8 SLAB IF �/ POl1RCD CONCFOLO � ON SHEET 1 APPLICABLE CONCRETE ANCHORS SEE NOTE 13{b) OR CONCRETE BLOCK POURED CONCRETE (SEE SGHFDULE ON ON SHEET t RCQUIRm • - -- ._.. -:D. - — REQUIRED CONCRETE BLOCK SHEr_T 15) �L HY WALL WAI-OVER INSTALLATION OPTIONAL- POURED K) HV WALL FLOOR INSTALLATION i ONCRREQUIMED t a HV RAINGUARD INSTALLATION t NOTE, INSTALLATION DETAILS Wl i F�QTF FOR CONBINAl10M OF SECTIONS; . REMOYABLE WHEN PERFORMED ? HV BLADE E.0.s EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT t SEE t1YRATi0N5 Or USE FOR (SEE SPECIFICATIONS ON SHEET t4) BLADE/,A ON SHEET 26 7-SFE SHEET 4 FOR TYPICAL SHUTTER OR ENTRANCE `� I ASSEMBLY 2--MOUNTING SECTIONS CAN BE CON$Mm IN ANY WAY Ttl SWT ANT INSTALLATION. IILIIIIIBFA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ``\``� ,� 9 2015 EASTERN METAL SUPPLY, INC. V BERTHA HVTM G N • v: Accordo�S� ersvmAS■S■A■TTEc r. wr ONE 'I __ = o: I ` — American Shutter Systems PB DFSCRIOK DATE DRAWN BY: M.L. ATfQ� :5F= TILL(T TESTING de ENGINEERING COMPANY Association, Inc. L OLD 11-194 04/13/15 OAT- 04/13/15 K.W.359,St,Ste.395,VIRM"GNaXNS.FLOR01 3315 4268 Westroods Drive 7 §,t�`s`.'�'r$}t'--.`+ti'-C• Ph—:(-105)077-1330.Fax:(305)871-1531 DRAWING No 0 ..._.. J 1 �` w rEa A®-Oi671g PE West Palm 8eoch, FL 33407 3 NaL E 5-084 AAYr77El H LIHIAAI FLORIDA U..IF 44167 5 SHEET P.E. SEAL1S�fGiNATUREjDATE 6 7 OF 28 I I i� I C I SEE END WALL 11 & 20 SEE NOTES ON LOCKNC RODS HV LOOM 90* "STING CLASS INSTALLATIONS W/ HV AND ALTERNATE W LOCK 0 ON Sam It. FO-U-T] F—IN-] MAX SLACK MAIL NVF IS VALID FOR ALL BLADE W1. HV CENTERMATES CIDUVWTES AWLICATION Wn MADEO (2Z OR (Z� SEE END WAM.CONNECTION EXISTING GLASS DETAILS ON SHEETS 11 20 @ 7'- ALL ALUM. QPPp5jNQ aYMMELRYCAL -Tr ANGLE 1 ANCMRS TO CONCRETE I i CELNTERMdAT S CENTERMATES MIN SEPAPA71ON tIop/eanom)& LOC �O GLASS #1 Z3/lr S M,S.0 12 CK _--r LOCK (&---r ME (4)110.1/2 U.S,T TUBE W/ H L 0:K: HV (SEF SCHEDULE S' At LACHSMAWAZ 'P) O,C FULL LENGHT. ON SHEET 12) 3 C3V WBE T H HVC VB. POURED CONCRETE OR HVA EXISTING CLASS r Cot E BLOCK WALL RE� U (D-0 6 lr-x SILNG SYMMETRICAL SEPARATION GLASS 'S EXISTIN CENTERMATES F IN (sE-ESCHEDULE GLASS HV LO OPTIONAL ON SHEET 12) NIERIOR) S MIN. _=1N EPARAn OPTIONAL 'LASS(SEE SCHEDULE _(INTERIOR) a.- G N S S L-S -)I L�* ON 10::U�] /-C11.1LR!5 0 i:A- VANICS 2 SO. 6 uT1 =OUT (EXTERIOR) HVE HVF** HVD TounuIMTA FLORIDA BUILDING CODE (1110n High VelocityRurricone Zone) Q 2015 EASTERN METAL SUPPLY,INC. BERTHA HV- -S Accordion Shutter System /TUE TV 11 W1 OR W/O H.Y.WINDOW BLADE&R.Y.BLADE L 7c7:o:i Zc: A.S.S.A American Shutter System. oEscRwnDK DATE DRAWN M M.L 3 a TIWI TESTING & Association.ENGINEERING COMPANY Inc. OLD 11-194 U/13/15 DATE: 04/13/1.5 , rsss 3SIR sc.See. MGM CAIMGPr�FLORDt,33JU C, nxO' ('a1531 4268 Westroods Drive z DRAWING No .1-1 .-W� (305)871-1530.FU Z(M5)871 ........�e� -.OIL 151WMkol— West Palm Beach. FL 3,3407 WALTER A.TILLIT Jr.J,RE EB-0006719 4 15-084 FLORIDA Ik.#44167 0 SHEET P E. SEAL/SIGNATURE/DATE 6 8 OF 28 1 s i ALTERNATE INSTALLATION W HV "T" LOCK SAQ HV MALE/FEMALE "T" LOCKS CENTERMATES SEF END CONNECTION DETAILS ON SHEETS 11 & 20 LOCKERS W,/ HV BLADE i 1 I '(" r FYISTING GLASS i * BLADE 1D SUCK DETAIL HVF, INDICATED ON SHEET B. AS WELL AS USHE T 1 FLOATING BE BLADEQ 4 THIS HODRNVD. INDICATEp ON SHEET 10.MAY pL USED PATH THIS ALTERNATE INSTALLATION DETAIL.HK:SHOWN IN THIS SHEET. Q f, *0•�al SO+�I lO+L'ca+ 2-.2-0/8-0.-A 1 I SEE END CONNECTION DETAILS ON SHEETS 11 & 20 (6063-T6 ALLOY)ALUM- AMU LUMANGLE W/(2)1/4.6 TAPCON P. ANCHORS TO CONCRETE (tOP/AOTTOM)8, —.t-- (4)jIDxl/2'S.Y.S.TO TUNE 410x3/4'S.M.S.O 12' r'' AT EACII ANGLE.(Tm) O.C.FULL LENGI R. *' ) IN �* j 30 HV "T" ( 30 HV "T rnTO cL�SroN i 5 3 LOCK (INSIDE) 3 LOCK (INSIDE) (SEE SCHEDULE ------ ..__. _._. - - ON SH-.T 12) � I/ -I• - 1/2` � 7 OUT _ 5 J 35 �..i 1/4" 0-20 x 1 1/2" S.S.M.S. Q / -NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. �J HV "T" LOCK OUTSIDE SEE NATE 6 FOR HV LOCK 3 ( ) S: 26 /4" -20 X 1" S.S.M. ® -30 HV "T'" LOCK (OUTSIDE) I ".T'LOCK. ON SHEET 5. W/1/4"O x 5/8" RIVNUT t. 1 1 SERIES 9444 ALUMINUM HVG* { (2024—T3 AILOY)LARGE FLANGE THIN SHEET NUTSERL PART a 0820. AS MANUFACTURES BY AVDEL CHERRY TEXrORN. PARSIPPENY. NEW JERSEY 07054 OR EIXIN.. } TTT�uuHlNugr MORIDA BUILDING CODE Mon High Velocity Hurricane Zone I �p��, •.��Ai�� m 2015 EASTERN METAL SUPPLY.INC. ` g;��' BERTHA HVTM * iM L ECO` Q■ ■s■A■ Accordion Shutter System _ V.RIAOE 1 W (R W/O N.V.WINWW"E h NY.EHADE = a American Shutter Systems WV.N OESCITPTI"N DATE DRAWN ah M.L. TILLIT TESTING do ENGINEERING COMPANY Association. Inc. I OLD 11-194 04/13/15 DATE 04./13/1$ Ino+nh :'t4Q_S� nus n W.3s( S)510 15330% .«""esD3u,rL°"n"ss' 4268 Westroads Drive 2 P1an�:(3os)a-1:do.rax:(sos)erl-,s31 DRAWING No !���5/Q' ••• `'CYC`�.� mag:LMe"aoaa.aam West Palm Beach, FL 33407 3 15_084 �irrrrrr> 8111141101, �41101aT"`� WALTERA. P.E. 4SHEET FLORIDA Ur-/"767 S P.E. SEALJSIGNATURE/DATE a s OF 28 i I SEE END WALL CONNECDON DETAILS ON SHEETS 11 2D EXISTING CLASS OUT 90, INSTALLATION n1 HV BLADE 1 Wil HD CENTERMATES SEE END WALL DETAILS ON Skfii�ION 00 EXISTING.CLASS (6064 LE ALLOY)AWN. i f2 94GLE W/(2) f/4*0 MIN.SEPARNTION TO CLASS (OPTIONAL)TAPCON ANCHORS To -5/4 12' SEE SCHEDULE:ON SHEET 12) (OPTIC—) Qhainn�TT�q �Ico "S""S,0 3 C&(4)if IN N.Y. TO TUBE AT EACI (4) H V F (4) PINS H.V. 1/2- PINS LID4_5 (D (D 1/2' OR32 33 3t OR@] OR 32 31 OR 32 HDA—HVA 35 HDC—HVC n " =0 (Oo .) HDB—HVB U (wn—) SYMMETRICAL HD CE TERMATES SYMMETRICAL HD CENTERMATES YV-4-0-* LOO-INIERIPEA WZ Ok LOCK (EXTERIOR) SEE NOTES ON LOCKING RODS(D &HID 0 LOCKS ON SHEET 5 @ UNIVERSAL FLOATING HLADEO DETAIL HOU-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH uLADE(D 9 C V HDD—HVD** FLORIDA BUILDING CODE (Von High Velocity Hurricane Zone) Q 2015 EASTERN METAL SUPPLY.INC. N BERTHA HVm T-r E-o ,,.. A,S,S,A, Accordion Shutter System IL E HN.DAK 11 W/OR W/0 KV.MOn ME&KV.OWE 1, ;huffer Systems Y. Ph OESCRrpnom DAlt M.I. STAT OF TIWT TESTING & ENGINEERING COMPANY Association, Inc. I DID 11-194 _DRAWN BY., )('r a (305)871-15M. F-Ck(q3`OSM)87n=1531�"' 4258 Westroods Drive 2 nDIA III/V,'NO .......... —0;bltecoftcg� West Palm Beach, FL 33407 3 ED-0006719 ..T., 15-084 1 FLDRc, TIUrr J,RE 4 P.L. S L St NATURE DATE Ur-f 44167 5 SHEET2. 6 10 OF t POURED CONCRETE i1CON CONCRETE POURED CONCRETE OR / OR CONCRETE POURED CONCRETE - / OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS i CGNCR ANCHOR EXISTING GLASS 'i-" .._/ _ -_ 2'MIN EXISTING CLASS( O 16.O.C. r -�j MIN.SEPMLUICH _7• —i�-) ' 2'MIN. T _ TO MASS(SFE SEPARATION MN SWAFiATiON MN.SEPARATION SCHEDULE ON SHEET MN' i I EQ ED TO LASS(SEE 12 FCR BLADE QAND SY�DULE ON SHEET I GASS(SEE TO GLASS{SEE 1 I I 1S BON SHEET 1/16'x3"MAX.--Ai ON SLEET 26 FOR 1z FTYt 4Al1C QMO SCHEDULE ONSHEET 2 FOR BADE A4D (6063-T6)CONT, BLADES(D ON SHEET 28 FOR 1/2" ON SHEET 28 FOR ON SHEET 29 FOR ALUM.CLOSER (LOCATE AT/.ted_ - RAM(1)kQI„� PLATE. (LOCATE 1 / ` 13ADE^aOh� r-^ UTADESQd�Q MEFTOTER SIDE AT EITHER© -\ - ) I/2'MIN. OF 4) I }USE t"OR 2"MAK. B10x1fz"S.M^a. - _ --. ---- {AS APPUCABLE)x2"xtja'zD'-2" _ S.M.S.. „—„__ O 16”O.C. __.— _-_ ALUMINUM CUP ANGLE - O 1G'O.C. _...`___._ 4 , 7(eO {6063-T6 ALLOY)AT UIDHIICH1 ` I— - —` (2)1/*-0 TAPCO14S ANCHORS�/!�/- SFE DETAIL% FOR WALL AT 1"O.C. (LOCATE AT `�✓ SIDE CONNECTION R ®` EITHER SIDE OF O) I OR j (CON(W SEE DETAIL X FOR 1 OR �' TQ i'RACKS - - SEE DETAIL%FO I u SIDE CONNECTION ®'"0•Q�a 1 .�a .4)Q 7 8 10.0"' TO TRACKS . a 6•7�•a- 0• + SIDE CONNECTION ,�^�,1^� `Ly`' �°"©'�0.0(�1� TO TRACKS 10*,��•�•I�0•�a IOOe®"®,®w0•�" +01311.0-0.001 ©•�`0"©•Q`YJ' 0.07 -@-@-07 •0- y 0.0.0«0.0.0- &0`0-0.0.0- I�•�a®. e e•®m �'�a©'®"©•�� Q•�a�'O�Q'®'Q Lys•®��.®a0=d�>d i END C NEC O D END CONNECTION DETAIL END CONNECTION RETAIL Q END CONNECTION DETAIL }REQUIRED ONLY FOR SPANS GREATER THAN W 12'-0' i POURED CONCRETE OR I CONCRETE BLOCK WALL EXISTING _ (`4)i� 1 EXISTING GLASS / REQUIRED i // - -- - T� cLnss 4 --' 't _ _yi _ r -� E STPNUUK7N / N/I0�t1/2'•S.M —'---T}r �:_L_---_____.Z .. - I TO(SASS(SEE / O i6" MIN g�p� Y V1 .--*- 10 .--- r---- =- SCHUXILE ON SHEET /// IO MASS(SE .._--_--- ------- ©OR®DR�OH 12 FOR BADE QAND CONCRETE 7/2"MIN. ON SHEET �- 111 ON SHEET 28 FOR ANCHOR O-• 12 FOR BADE(DMD 4 ---- OR OR) OR j Z—,TE/V BLADES-QA Q3) 12"mc -- - 5 --- ON SW Q& ANCHOR Q ` -------- 12 — - U.C. I T I { 4 ...- _ F.... 1 2- MIN. - N&- PLAN JM _ �� £Q ___ �CR®�QaR 2'Mlrv. 2"MN./ ♦ SEE LIMITATIONf ,/ ( BLADE u{u�oN sH tT za 1 oR 13 BOR/'��5 (I F'1�� WOR DETAIL X POURED CONCRETE OR — Q�a©'O"O'®•®°" (O•��a�.�Q�.�� END INSTALLATION CONCRETE;.BLOCK WALL 6 6.7 REQUIRED � -��� d Q"0�•"��QQ� �w (1� HV BLADE OR HV WINDOW BLADE INTO ®.®a�.Q�C)•®„ ��11 ���•�A�•�a® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q ©'®^•6� 4 '�©�® END CONNECTION DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Now A.T�z��AAAFAr 0 2015 EASTERN METAL.SUPPLY, INC. rBERTHA HVTM "E A S S A .Accordion Shutter System i I L E C O N N c� w ■ ■ ■ v.elate (w OR W/o tiv.wa�oow e�anE rG N.v.auwE /$' a American Shutter Systems DESCRIFTKN are DRAWN BY: M.L * - TILLIT TESTING & ENGINEERING COMPANY -a*'. STATE OF w 639]H.W.J61R st.,sit.3D3,olecaw GwDew6.FLCI' 331 268 West oodon. Inc. t Ota t 1-144 04111 is MTE: 04/13115 4268 Westroads Drive z Phone:(3D5)871-1530_Fm:(305)97+-1531 DRAWING No CpRIO .•' mm:6TLx000a•c6m West Palm Beach, FL 33407 s 8 %PKC EEI-WD67VI 4 155_{}84 hrA S•$;�••••••-�a WALTER A TILLIT Jr.PE. P.E.�S2+f&IitfAYl RE/DATE FLORIDA uG./++L 67 6 SHEET t�OF 28 I I f i 3 i SCHEDULE it SCHEDULE 02 ^SCHEDULE #3 MAXIMUM SHUTTER SPAN 'L+" OR "L-" MAXIMUM SHUTTER SPAN* DYIMUM SHUTTER SPAN*'L+- (ft.). FOR INSTALLATIONS�W/ E1(31C�4 OR 'L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS Ncr7 I aTroN f rG�ND * NOTES. I C_ENTFRMIA?'ES. & or(jy or f2,�7 INSTALLATIONS Wj CONCRETE & W/ONE H.V. LOCK or or or .�eEN'D$�1A�` WOOD + HD LOCK W/ NO LOCKING ROOS�or ONE HV LOCK or or & W/ ONE W LOCKS ,_ MANSORY (t} L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN OR W/ NO LOCKING WALL A, B. C. D. E, M. N, O, P. Q. L-:'A.SX.ALLOWABLE UE51GN PRESSURE RAVING. CENTERMATES®& W/ ONE FP/ •T" W/ NO LOCKING RODS ® DDS MOUNTING F. K & L R, S, &V. A-S.D. DESIGN PRESSURERATNGA GIVEN NEGATIVE } LOCK @ W/TWO LOCKING RODS TOP & (SEE NOTE t) I BOTTOM SEE NOTE nn FLOOR/CEIUNG G. H, 1, 11 & J T U. W & X (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 1 CONCRETE do WOOD INSTALLATIONS V CONCRETE&WOW CONCRETE MOUNTING WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: MAY ASD. NAX.AS.D. I MNf.ASA ( DTSaN MS04 INSTALLATIONS _ WNL.MOUNTING FLOOR/CEILING PRET"ft WALL MON TING GIYEN A POSITIVE A.S.O.DESIGN PRESSURE RATING, ( trAf+t T RArWO & RAW. FLODR/CEIUNG MOUNTING DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. MOUNTING FlpOR/CDUNG MOUNTINGOR 1 (a oR J _ __ -C4 (+Pce.I J (r"ai.J 2 _FtAOrt-/wui MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. I L+ (0) L-(8) L 1 (R) L-—(ft) L+ (A-._. L-_(N L t (M) L_(AI DETERMINE MAXIMUM SPAN "L `FROM SCHEDULE. _ _ 30 OR LES Z-10- is'-0" 16'-0" 16'-O' 30 i.-0' i'-O' 3D t6'-0' 16'-0` ---^---- FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 14'-10" 14'-10" 15'-2' 16'-0" 35 14'-r0- 14'-10' 35 15'-2` 16'-10' d MAXIMUM SHUTTER SPAN -L+-OR"L FOR -_-..._ 2d1dlMUM DETERMINED SPAN BfTWEETN 'L+'AND"L-'. _40_ 73'-70' 13'-70' 40 14'-2" 15'-2' INSTALLATIONS INTO W004 SHAH DE LIMITED TO 45 23'-1' t3'-I' 13'-4' 14'-3" 45 IS-7' 13'-t' 45 13'-a' ta'-3" 105 Psl,AS.D DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 50 t2'-u i2'-S" .12-8` 13'-7•- _ 50 12'-S- 12'-S" COM�NATi0N5 IN BETWEEN WALL MOUNTINGS _ ._.._._,- ...___._ _ _ _ W/ FLOOR/CEILING NOUNIINGS: I1'--10' 11'-TU" -- —1" _�55 7-1'-10' _11'-10'� _55 - il'-1' 11-11' 60 it'-4' ti'-4' ii'-T- 12'-4" 60 ti'-4' 11'-4" 60 t0'-2' t0'-ti" FORA GIVEN POSITRE AS-O DESIGN PRESSURE _ _6_5 10'--t0' 10_-1q- t1'-1' 1t'-11" 65 r0'-r0- t0'-lo' 65. 9'-5- 10' i' RATING 70 18'-G' 10'-6' to-9" tT'-5' 70 10'-6' 10'-6' 70 _8'-9_' - _9-q' DETLf2MtNE: ^ _ _ _ _ _ __ _ t HV CORNER CENIERMATE/3 MAY BE USED AT ALL UI= MAX. SPAN FOR WALL MOUNTING INSTN LADONS. 75 JO'-1" 10'-1" 10'-4` 11'-t' -75 ID--t' 10'-1• 75 8'-9' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS L2+-MAX. SPAN FOR FLOOR/CEILING MOUNTING 80 11%10" W-10" 10'-0" 10'-9- 80 9'-10_ 9'-10' SHALL DE AS INDICATED ON MNNDATQRY CONDITION #2 INSTALLATIONS. 85 9'-6• 9'--G" 9'-9" tU'-5" 85 9'--6'... 9'-6' NOTE Q5,SHEET 5. FOR A QVEN NEGATIVE A.S.O. DESIGN PRESSURE _ ..__ _ 909"-3' 9'-3" 9`-5' l0`-1' _ _90 9'-3" 9�3" RATING: t - .95 9'-O" ...8'-9'._ 9'-2'_. ..9'-t0` 95_ 9'-0" —8'-9' DETERMINE: 9'-7*.- 10_0-_- B'-9'-- --8'-4" Lr= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. { 105 d'-7' 7=11' 8'-9" .9-4". •105 -8'-7' 7' !1' L2 MAX. SPAN FOR tT_QOR/CE{UNG MOUNTING --- — — -- ' SEPARATION TO GLASS SCHEDULE 'NSTALLAT0N5. 110 d'-4' 7-7' 8'-7" _ 9'_2:- 110 ... 8'-4' 7'-7" 7'-3'- -8'-4•---8'-it' 215 8'-2' _7•_3- .. FINAL.MAXIMUM AL10WAtLLE SPAN IS EQUAL. iE 170_ 8'-0' _ _6'-11" -8'-2" 8'-9"-- _120 _ 8'-U' - 6'-11' MINIMUM dF(WFEN 'LSF". -U+".'L� AND "Lv i i25 _7'-10- 8_-_5' S25 _ �7'-70" G' 8` WIN[) ZONE MINIMUM (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 13O 7-' 6'v' 9'-10" 8'-1' 130 _ 7'-8"_ -6'–s" -- ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN _.. 7'-7" 6'-2' 7'-9' 7'-9' _ 135 Y--7' ...6' 2' - TO GLASS PRLSSURE RATING To UMRMtNE MAXIMUM ANCHOR --135. . ..._. _ .. SPACING. _140 7'-5� 5'-t I' T-7".._7-6' 140 7'-5" _5'-1I'.. _145 7'-3" 5'-fl'_ T-5' T-3' 145 T-3' \ S'-9' ! --- - ' t TFIRU 3 1" t 150 7'-2' S'-7" T'-4' 7'-0' i50-� 7'-2" 5'-7' 155 7'-D 5'-5' 7'-2` 6--9' 155 7'-D` 5'-5" _ `_._ _ , - _ _ __.._�__. —I SO_ T-1 6'-1 i' 5'-2"_ -1 6--7"_ 160_ _ 6'-71" - _ -d' 165 W-10' --5'-1 _ 170 6'_9' 4'-71" 6'-11' 6'-2' I 175.-_ .6'-!' 4'-9' W-9" 6'-0' 175 --.8'-7 180 6'-6' .A'.g' -�0_8:- e-:-t&- 1$O. .._.6--6"--- 4'-B" - l85 -6_5"_ 4'-6' 6'-7' 5'-8' - 185 - W-5" 4•-6: ! 190 —190«- 6'-4` 4.-S' - HV BLADE 195_ 4'-3" i _200 6'-2'-_ 4'-2' '..200 6'-2' --4'-2` 2O5 6'-t" 4`-i' s'=Y =1' �2os -s'-t' q'-i` FLORIDA BUILDING CODE (Moll N h VelocityHurricane Zone 0 2015 E'AS'TERN METAL SUPPLY, INC. aE nccif j9, ..... �iim-- BERTHA HV- : S _ AS " A /7V E C Q ■ Accordion Shutter System v.e(AAtIE 1 w oR w o Kv MNDOW BLADE&KV BLADE I *: �ST/Atf ,( American Shatter Systems VESCRIP'" DATE DRAWN Im M.L. TILLIT TESTING & ENGINEERING COMPANY AssoclatiOn. (TIC. / a.a 11-t9a o4/13f16 DME: 44/13/15 �N.W 36 SL.Sm.am.vraT aA 6AsWM Forms 332 Pb, ;(2105)871-1530,r„;(WS)871-1512 426E Westroads Drive z DRAWING No ,t ,-maa 679.c"m West Palm Beach, FL 33447 s 15-0$4 9 O ••••-L w\ WALTIR A TitLR Jr.PX- A rJryr tDNA( , FUDRIOA Ue.!44167 s SHEET P.E. SEA?f S9J?IXMRE/DATE 6 12 OF 28 I Ii 1 5 E 4 MAXIMUM A_NCHog* ypACING(in.) SCHmUi F FOR A rrvE i (&X. SHUTTER SPAN, E5f N �c4TnT LOAQ AND A CORRESPONDING QU"NG TYPE FOR CONCRETE ORC014CRETE BLOCK INSTALATiONS ANCHORS SPACING LEGEND (SEE moo"ralas A.B,G 0 AM F ON SHEET 6) PO BLOCF( TAPCON OR j POURED CONCRETE , TAPCON WITH ADVANCED A)WALL HUD Wr MOU1i11W A WAV. W/ MOUNTING D WNL 561 DUNnNC C WALL Sill DUNTING (g)&(f)WALL HEADER/S11 (JB WAV_HE MOUNTING K,/ W/ MOUNTING 7HREADFORM TECHNOLOGY SPAN {8) ASD.6FSB:N PE17A7 LWD 9 ASD.DE=N NI:647NE LOAD A,SA.DESIGN NEGATIVE LOAD ASA.DESIGN NEWNE LOAD ASD_DESIGN NEGATIVE LOAD _ ASR.t)ESk3N 47EGATNE tDAD ALL POINTS SOUD^SET JO 40160175 90 I20 tw 205 30 40 w 75190112011601205 30 40 w 7s 40 120 IDA 245 JD 40 w 175190112011601205 JO 40 w 175190 112011 205 30 40 w 75 90 120 tw 205 BLUE TAP /4 12 16 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 /0 9 8 8 6 8 14 12 10 9 8 8 6 - 14 12 10 8 0 8 8 5S 0 8 8 d 8 8 7 5.5 3^O• 14 12 f0 9 0 B e B 14 12 10 9 B B e 6 74 1T l0 9 B B 6 6 1, 12 to 9 0 8 B 0 14 12 10 9 8 0 6 8 $ B 8 B 8 8 B B - TAPPER+ OR LESS 14 12 10 9 8 8 6 S 14 12 10 4 0 8 6 6 14 12 t0 8 8 8 6 6 14 12 10 8 8 8 8 3 14 12 10 8 8 8 6 0 8 8 8 8 8 8 0 B.S l 14 12 10 9 ti 8 6 6 14 /2 10 9 8 8 6 6 /4 12 10 9 8 8 6 6 14 12 10 9 8 8 8 - R U.10 9 8 8 6 6 B B 0 e 8 8 8 7 14 12 f0 9 0 8 6 4 14 12 10 9 0 8 616 74 12 10 9 B B 6 5 14 12 10 9 B #j- 14 12 10 9 0 7 SS - B 8 0 0 0 7 5.5 4 f 4,^0 14 72 SO 8-L. 8 8 6 4 14 12 10 li 8 8 6 74 12 10 9 8 8 8 6 t4 i2 10 9 8 - Si i2 10 8 8 8 6 8 8 8 B B 8 B 8 8 14 12 10 B 8 B K5 - 110 9 8 8 4 14 12 10 0 B 8 6 6 14 12 10 B B - 14 IT 10 9 8 B 6 B 8 8 B B 8 fi.514 12 10 9 8 8 B 4 t4 14 10 9 0 0 8 14 12 10 8 8 $ 5 B 14 12 10 9 $ = - 14 12 10 9 I 8 6 B 8 8 8 8 0 T 5.5 14 72 10 9 B e 4S - 14 i2 10 9 B H B 3.5 74 12 70 9 8 8 8 6 14 12 t0 9 7.5 - - 14 12 10 9 7S SS - 0 e 8 B 7.3 SS 4 3 *S ANCHOR 14 12 10 9 B 8 45 - 14 12 10 '9 8 8 6 3-5 14 12 l0 9 0 H 6 6 14 12 70 9 8 7 = - 14 12 to 9 8 8 6 - 0 8 0 $ B 8 B 8 SPECIFICATIONS 5,0 - T4 t2 70 9 8 SS - - {4 T2 SO 9__8 8 _4.5 - 14 /2 10 9_ 0_ 0 6 5 1i 12 16_0 8 3 - /4 t2 t0 9 8 7 - B 8 B 8 $ 7 5 4 1% 12 10 9 8 8 4 - 14 12 10 9 » e 6 J.S 14 12lU D 0 8 6 B 14 12 10 9 $ - 14 12 10 e $ 8 74 b3 4 ON SHEET 14 L4 12 10 8 0 5S 3 - 1, !2 !0 8 8 0 4S_- 14 i2 ,0 9 8 8 6 6 ti 12 93 7S 4 - - - /4 12 9S 7.3 t_iS 3S - - 6 8 8 75 8S 4S 3S - 6,-O• 14 fI IO B $ 5.5 t0 9 B B 4S - 14 12 10 9 $ 8 6 B 14 12 tD 9 B 4: _ - I� 12 f0 9 B B -,_ _ 8 B 0 8 8 8 L 7.5 /4 12 10 '9 8 3 _ - 11 12' i0 9 0 8 - 14 12 t0 9 B 0 15 J.3 14 t2 10 8 4S _-_ - ^- 1� i2 t0 1+1.1+.4 _ 8 8 8 8 _TS_5_b 4 3 } 14 72 t0 9 8 5 - N I2 t0 9. 8 8 i /4 1? t0 8 8 8. 6 5,5 N 72 10 9 5 - - - T. i2 10 9S - _ 8 8 8 8 8 6 4.5 14 12 10 9 8 4 - - 14 12 10 8 8 6.5 J - 14 12 10 9 B 8 6 - 14 12 8 - - 1, 14 t, 12 td 9 8 d.5 3 - 74 t2 f0 9 8 8 6_ - t4 t? 70 9 6 - T4 t2 /0 0 8 7-0• 14 12 10 9 4.5 - - 14 12 10 9 8 , - 14 12 10 9 B 7 4 - 14 12 1D S,5 - - _ - 14 12 iD B Ob - _ _$ B 8 tl f, 12 14 't! 7.5 75 - 74 71 fo'-'9 8 s - /4- f2 tD 8 8 » e - 1, ,2 10 U� - - - 14 12 10 8.5 7 - _ - 8 8 8 B 5 s - . 12 70 D 59 3 - - 14 12 10_ 8 d 4S - - 14 12A1. 8 8 - - 14 1t 7 - - - - - 14 i t 7 5S 3.5 - 0 8 7 53 4.5 3Sti - 14 12 10 9 8 45, - 14 12 8 - 14 12 10 7 4 - 14 12 10 9 8 J 0 6 0 B 8 7.5 7t4 iT 70 5S J - - 14 12 id9 8 14 t2 5.5 - - 14 12 8.3 3 - t4 i2 8.3 7 4 _ 8 8 8 7 53 4 3 ♦SE14 12 10 9 ^ 14 12 10 9 8 4 - - 14 12B 8 - - 14 12 9S - - 14 12 9S 73 4.3 - 8 8 B 7b 9 4.5BLAD£��ON SHEET 28 74 12 14 BS 4.5 - t4 12 t0 9 7S _ - t4 128 - 13 8S 4 - - - - 13 9,5 6S 5 - - $ 8 8.3 5 412 /05 41412 10 9 7.5 - 14 12 » 14 12 105 14 12 10 0 3.5 $ e B e B OS _e 3 t4 17 BS 4 - - ^ 14 l2 t0 9 4.5 - 14 12 .5 - 11 ilS 4b - N 11.5 7.5 6 0 » 7S G S 474 12 10 6 4 - - - 14 t2 10 0 7 - - 14 128 - - 14 T2 5 - }4 72 8 6.5 - - 08 9 83 5.5 i 14 12 9S 5 3.5 - __ ^ 14 72 10 8 SS - - 14 128 = - = i15 B.5 - _ J- j74 1S H.3 5.5 - - _ - 8 $_5S 4S !.514 7293 S J.5 - - t{ 12 t0 9 3.5 - - S4 t20 14 i2 7 S2 e814 72 3.5 3 14 12 10 6 3 14 12 10 9 6_ - 14 105 J 14 105 7 J.5 - _ e _8 7 55 45 3314 12 9 4S 3 - - -' 4- L2 f0 8-..S - - 14 /2 70 9 B - - N 11 - - }4 f 1 73 - - - 0 B 75 6 5 - - - 14 t2 7 - - - - - f4 t2rl. •- - - - 14 t? to - - - - - 03 8 - - - - DS 8 5 - - - - 8 B 5 ,_ 3.5 - 14 12 4 _.. _ j4. ... .... .. _ ! ._ - - - 12 - - - _ 14 12 10 - - 74 12 S _ - 14 12 10 8 H B 0 11•"O• _ _ ^ t2 - _ - - - 14 i2 t0 - - - - - 2S 95 - - - - - - TS 95 6 - - ^ 6 0 5 4 3- - .... - - - -14 12 0.5 - - - - 1, 12 - - - - 14 12 10 - - JS 10 - - - - - 14 tU 7 0 B 7 SS 4S 14 72 5..+5 - - - ^ 74 12 f0 - - - _ - 74 t2 f0 - - t- 1 7 - - - - - 9S 7 33 - - - - 8 7 4S 35 J - - ^ 1 14 12 - - L4 iT 10 - - - 14 72 10 - - 12 4 - - - -_ 14 12 70 - - - 8 0 8 B B 6 7 12'-0• 1, 12 3 __ - - ^' 1� 2 0 "�- - 14 12 10 - - B.5 - - - 1b BS 4 - - - 8 B SS 43 4 i i< 12 5 74 12 10 - - - - 14 i2 t0 - - 8S - - - - JS 9S <3 - - - 8 0 8 -6-'- 1 - - 14 12 - '" „ 12 - _ _ - 14 12 - - - 43 - - - - - - 9 $.5 - - - - = $ 6.5 ,b 3.5.3__- - 1 HV BLADE OR n HV BLADE ` - - .- - - }4 12 N2 - - - - - 14 t2_ _ {�/ pr14 ;p , j; 1Y = - 74 ,2 - - - _ SS = - - - - Ob e _ 8 B 5 , 33= - - HV YiiNDOW IJLADG14 12 - _ - - ^ 14 12 - - - - 14 12 - - - - 8 - - - - - 1S 8.5 W 14 iT .. _ _ ^ 14 12 - 14 12 - _ J _ _ _ - _ _ 8 -6 _ - _ __ - 0 6 } J -""" 1412 - - - - - 14 12 - - - 9 - - 14 12 - - - - 8 8 8 0 7.5 4 - 14�^0147 _ _-' _ ._ t4 12 - - - - 14 M1Z - - - - 4 - - - - - i0 75 - - - - 8 4 12 - _ _ _ _ } _ .. _ _ __ B 5 , - WORKING IN UNISON 14 - _ - - - - 14 -...__ - - _ _..� 14 - - .._ _ - - 7S - - _ -_7S - - - - 7S 3.5 JS 3 _ - ... 1; - - --7 - _ _ .. 14 _ _ _ _ _ _ 14 _ _ _ _ _ - 1414 _ - $ 8 8 7 7 J3 _ ! 15^0• 14 _ _ ^ 14 - :' __ _ _ t4 _ _ _ _ _ 0 _ _ _ _ _ _ _ 0 _ _ _ _ _ _ B 7 45 1 3 _ _ 14 - - - _ t4 - - - t4 - - - - - - TO - - - - _.._ t0 - - - - 8 7.5 5 4 - - 14 - _ _ - - - 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 7 _ _ 7 _ - - _ _ - 7 5.5 .... _. .. 14 - - - - - 1}` - - - - - 14 - - - _ _ 14 - - _ 6 3 _ _ 14 - - - 14 '- -- - 14 - - - -' -L.-z- 7 - '" - - - „ e 8.5 4 Jb - i 14 - 14 - - - 14 - - - - - - 9S 7 4b - - - - - FLORIDA BUILDING CODE {KDn High Velocity Hurricone Zor6) 0 2015 EASTERN ME17L SUPPLY, INC. BERTHA HVTM CCOTd000Shutter sSEGNA. . .A. tem 1L H.v aRvvwtmw sunKV,elanE Amertcan Shutter Systems 4E%RVMN DATE D-"1x: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, inc. t OLD It-194 04/1x115 DATE: 04/13/15 -o.. STATE OF -�„ 0365 AIN.36th St.St..303.vVGReA CAROM FLO'ditl 331 4268 Westroods Drive 2 Phan.:(305)871-1630.Fax:(305)671-1531 DRAWING No .-mail:OOROecaA7 e.- West Palm Beach, FL 33407 3 5-084 /ONA4�CZ0"' WALTER MA Ux 1 41787E 3 SHEET ltlA4;flRE/DATE 6 13 OF 28 t i j MAXIMUM ANCHOR* SPACING Qn J SCHEDULE FORA GD/FN MAX, SF11 FlTFR SPAN, A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NE-GAIM ROME RUM AND A CORROM iMItY TYPE FOR CONCRETE OR fY3 D�IA I (SEE MWN WG$F Q.A H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PQIIaD a= POURED CONN EIE (A) TO EXISTING POURED CONCRETE(Min.f0-3 ksi) wxww QE WALL SILL MOUNTING ©CEILING MOUNTING OFLOOR MOUNTING - 7/4'/TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. DUEDE(.(Min.fc =3 w) SPAN I (N A.S.D.DESNiI NEI:ATNE LOAD AS.O.DESIGN NEGATIVE 1/Y1D _ASD.DESIGN NEGATIVE LOAD ANCHORS SPACING:LEGEND - 1/4"0 X 3/4'ALL POINTS Souo-SET ANCHORS.AS DmmuTED BY ALL POINTS$CREW.BOLT&SPECIALTY COMPANY.(Min.fc-3 ksi) 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Ye-2 ksi) 30 70 60 75 80 120 i8D 205 70 40 60 75_90T12011601205 JO 40 ED 75 80 131 160 205 TAPCON WITH ADVANCED - 7TAPCON /{1 TAPPER+ANCHORS AS MANUFACTURED BY F'ON'Et5 FASTENERS,INC..AND OISR58lfTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 1I 70 8 B 8 6 S5 14 12 l0 B B B 6 1: 14 12 ID116A 8 6 8 THREADFORM TECHNOLOGY COMPANY OR ANY DIETER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH TRE AMERICAN SHUTTER SYSTEMS ASSIXIATION,INC. 3•-Cr 14 12 10 9 B B 6 e 14 12 16 D e B 6 6 14 12 ID 0 8 6 (Min.fc=3 k9i) IR LESS14 f2 10 B B B 6 6 14 12 f0 9 B 8 8 8 14 12 10 B 8 5 ALL POINTS SOLID-SET 14 12 10 B 8 8 6 7 14 12 10 9 8 B 6 6 14 12 10 8 6 6 BLUE TM W/C/U' NOTES: 14 12 to 8 B 7 55 33 /4 12 10 8 B e B e 14 12 -10- T 0 8 6 5 TAPPER44 At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 1Z 10 9 B B G 6 14 12 fo B e 8 6 6 14 12 10 8 5 13 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/G{P ANCHORS IS 1 1/2 4-0" f4 12 10 B 8 B B 4 1t 12 f0 9 8 B 8 4.5 14 12 ID 6A2)MINMUM EMBFDMT3'1T OF 1/4Y x 3/4"ALL POINTS SOLED-S(T ANCHORS SHALL DE 7/8'INTO 771E POURED CONCRETE NO FNBEDM7M12 l0 B B B 6 4S 14 12 10 B B B 6 SS 14 12 10 8 B IS INTOSTUCCO SHALL BE PERMTIED. 1/4-{-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG NINMUM SHOULD STUCCO EXIST•AND 14 12 10 9 7.5 S.S J5 - 14 12 f0 B B B 6 S 14 12 IO 7 5.5 4 •SEE E1 ATI01G OF 1t9:IVR 1'MINIMUM FOR WALLS WI H NO STUCCO. 1! 11 10 9 B B 6 8 14 12 10 9 8 B 6 K 14 12 10 B 6 4b B' �/ T 205•-O' 14 12 10 9 B 7 4 - 14 12 10 0 6S 5 JS 14 12 10 5 JS S_ IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE mUND ON THE DOSING WALL OR FLOOR14 11 10 9 B 7.S 4.5 - 1♦ 12 10 9 B 8 6 43 14 12 10 6 4.5 .75 ANCHORS SRA L OE LONG ENOUGH TO REACH THE WUN STRUCTURE BEHIND SND WALL FINISHES.ANCHOR/YGE SFIALL BE AS FLOOR. ON 1t 12 93 73 83 4.5 - 14 12 111 8 B 7S 5.5 1414 12 10 6 aS J.5 NOTES A1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-D" 141210 9 B B e - 11 12 10 9 0 8 B 12 10 8;5 5 3.5 INSTALLATION INTO EFS WI H METAL STUDS SEE SHEET 28A 14 1210 9 7S SS J 14 12 10 BS 7 as 4 tY 4 J14 12 10 9 8 6 - - 14 12 f0 9 8 eb a 72 10 5 4 - (B) TO D45TNG CONCRETE BLOCK:(ASTM C-90) j?.5 B BS 53 3 - - f4 12 10 9 D 63 4.5 12 10 0 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TWEADFORM TECHNOLOGY ANCHORS,AS MANUFPCfURFD BY I.T.W.BULDDf7•-0' to 9 6 8 - _ 14 12 _10 8 B 7 5 12 10 B 73 5.5 4 3 - 1/4-0 X 3/4'ALL POINTS SOUO-SET ANCHORS•AS DISTRIBUTED 13Y ATL POINTS SCREW BOLT&SPECW.TY COMPANY. t0 B 85 4 - - 14 12 9 73 D ib 3b 105 7 SS 4S 3.5 - _ - 1/4"I BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INCf0 63 7 4 - - 14 12 10 B 7.5 SS 4 12 9 7 7.5 4.5 - - I/4 0 TAPPER+ANCHORS AS M4NUFACTURW ETY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 7 55 4S - - - 14 12 f0 9 7.5 5b ♦ 12 9 7 6 4S J _ COMPANY OR AM'OTHGJt APPROVED LICENSED OR ATTpR2m VDmOR REGISTERED WITH Tlf AMERrJW SHIfITER SYSfE11S AS$OgA7I0M,INC. _ 10 9 B 85 - - 14 1210 B 608 6S 5e.7 . 5.5 3 - - i4 12 D 9,3 NOTES- 63 4 3 25-1 6 7 . 3 = - B.1)MINIMUM EMBMMENT INTO CONCRETE BLOCK LIF TAPCON,BLUE TAP W/CPP ANCHORS AND TAPPET!+ANCHORS IS 1 1/4'AND TAPCDN 9.5 7S B - - - it 12 B3 B 633 - - 141 12 8 B 6.5 a - - WITH ADVANCED iHREADFORM TECHNOLOGY ANCHORS IS 1'. DS 5 3S - = - 14 12 1D •8 6S S _ = 14 _12 B 63 3 { _ = 10 0 B - 14 12 10 9 7.5 {5 - 14 12 8.5 7 55 4 8•-O. 7.56 ♦ - - is i1 7 33 S 35 - - 11 B 55 15 J.5 - B.2) MINONM EMBEDMENT OF 1/4'4 x 3/4'ALL P00115 SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED TMD THE CONCRETE BLOCK.NO Ea1BEDMENT INTO STUCCO SIRALl.lE PERMITTED. I/4'0-20 S.S.MACFINE$CREW USED SHALL DE 1 1/2'LONG MINIMUM SHOULD STUCCO 8 8.5 ♦.S - - - 14 12 9.5 7 5.5 4 - - 14-IKE 7 5.5 6 45 - - EXIST.AND 1'MINMUM FOR WNIS WITH NO STUCCO. 7S 83 SS 4 - - - 14 12 B 7 8 1.5 14 11 7 5.5 t.5 3.3r___ __ 14 12 10 9 73 - - - 14 12 10 8 63 5 - - 14 i2 8 8 S 4 10'_0•_- ___ .- _ _ __ _ .._ - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON TIE EXISTING WALL OR FLOOR I 14 105 7 5 J.5 = - 1J 9.5 6.3 5 1 S - - 10 75 5 4 3 __ - ANCHORS SHAM BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL!E AS INDICATED ON I 14 11 7b 5S - - - - 14 11b 9 e 5 4 - - 25 SIS 6 5 4 4 - NOTES 0.1) &0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT META.STUDS CONSULT THIS ENgNEER. Ob B S - - - - - 14 12 8 6b SS 4 - - 1} 10 B.5 5 4 3 - FOR INSTALLATION 0170 EFS WITH METAL SRA$SEE SHEEP 28A 71•-D'14 I2 10 - __ _ - 14 12 9 7 6 4.5 - - 14 TOS 7 5.5 ♦.5 3,5 - 2.5 9.5 512 9 1 43 4 3 - g 7 45 33 3 - (C) ANCHORS SHALL BE INS7ALLED FOLLOWING ALL OF THE RFCOMMENMTIONS AND SPECFMTIDNS OF THE NRCHOR'S NAM1FACFURER. 14 10 7 - - - - - /4 t0.s 7 3.5 4B - - - 1S b.S 55 45 .75 - - - 9.5 7 a3 - 14 ITS 73 6 5 12 9 6 tS 4 (D SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0• t♦ 13 10 - - - - - 11 12 0 6.5 33 - - __ 13 f0 eS gDGE a�YANC VERs PA SCHED F FOR AN-HORS• 1S 8.5 4.5 35 - - - B 6 4 3 - - - LNXMUM ANCHOR SPACING$ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E O.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING I 35 DNS 8 - - - - - 13 9b 65 S 4 - - 03 E S 4 - - - By MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 +" 41�.. - - /1 Bb 5.5 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LEM TWIN MINIMUM SPACING INDICA FOR FiA:H ANCHOR TYPE14 12 - - - - f4 115 73 - - 12 9 64.54 - _-_ - FACFOR Ob 6 - - = - 10 73 _ ACTUAL TAPCON WITH ADVANCED TAPPER + 23 ELS - - - - iY 0 6 _ _- -93 7 5 a - - - EDGE TAPCON THREADFORM TECHNOLOGY �POINT SOLID SET BLUE TAP W/fY1P 13 9-5 6.5 5 - _ - 0.5 7.5 5 4 V B DE OR aCT�� MIN.sPncNG /4 72 - - 14 10.5 7 S.5 - - - - 11 BS 5S 4S --_ - - - E.D. MIN.SPACING-3" MIN.SPACNC-3' WN.SPACING-3 1/2' MIR SPACING o 3' 3 J/4' 4" 1 t4�-0' _ _ _ __ _ __ _ _ _ _ _ 10 7.S - _ -_ 9 7 43 JS - _ - 7 6 3.6 3 - _ __ 1 �.AD POURED CONCRETE& PCIRED pIH7dTE CaNl14lE gpq( PWRED CONCRETE R POURED CONCRCTE&Ng1dD OpN0E7ErUKEEL ZE7E 9DpC 11 8 53 4.5 _ _ _ _ 9 6.5 4} _ _ _ _ _ ' HV WIND ALN.ED.-.T �•3 1/Y MR E0..2 1/Y .Opw CONCRETE D.LBLOCK PJX•3 1/2• ,2 1/7 3 - - - - - - - 12B - - - - - 9.5 7 4S - - - - 3.5 10 6s - - _ - - os e s - - _ = BLADE WORKING - _. oao _t.o a 1H JOLADE 9 _ _ _ _ _ _ _ as &5 4 _ _-�_ .. 6.5 5 J _ _ _ _ _ 2 1/2" 0.81 1.0 _ __.__ ..__0.6"7__ 1• 0.78 1.010 - - - - - - S e 5 - - - - BS 6 4 - -- - - - IN 2' _ - 0.71 - - - --53 - - - - - 9 6.5 4-1 - _ _ _ _ ...__.a.- - _..____ __.__. -___ __._- UNISON os1 j 16•-0't4 to 7.3 -__ �6 e4 - _ - _ _ FLORIDA BUILDING CODE Yon Hi h Velocit HurriS� A•TIjkZ1 Y' ®2015 EASTERN METAL SUPPLY, IN`' = BERTHA HVTM` � IL EC O �N�. A.S�S,A� Accordion Shutter SH.V.&ADE 1 W OR W 0 H.V.WINDDW BADE& If* TILLfT TESTING NY ENGINEERING COMPANY Ameri♦can Shutter Systems DESC 1p" DATE DRAWN BSTATE OF 8115 NW.38th.St.•SW JOS,V1RGM GARDENS.FLORIDA 3J1 A330CIati0n4 ITC. 1 DID i1-114 5!/13/is DATE Pnone:(305)871-1530.F-:(305)871-1531 4268 Westroads Drive z %�0�:•• ,\(��C�.�� 4-moe:IaRNK000a.�m West Palm Beach. FL 33407 3 DRAWING No �7�AFSS!••.•.•• ` WALTER AEB-�LLIT Jr.P.E. ! .A, 6719 ONA- AAAA 15-084 FLORIDA Lk./44167 , P.E. 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