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HomeMy WebLinkAboutProduct Approval 11/5/2015 Florida Building Code Online tog b 0 T � � 4 � 6 3 � � ^'•�` Flonda Department! BCIS Home Log In User Registration i Hot Topic Submit Surcharge Stats&Facts ( Publications FBC Staff (+ BCIS Site Map Links I x Search Busines, ) P06i a- Product Approval USER: Public User Regulation Product Approval Menu>Product or Application Search>Application List 9 Search Criteria Refine Search Code Version 2014 FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tyne Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ECIIECt, secant nssrrscscs https://floridabuilding.org/pr/pr_appjst.aspx 1/1 GENERAL NOTES: 1.BEI?THA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOICU -CO-)(P HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EQ1ilON)OF THE FLORIDA HU0.WNC COOS THIS ACCORDION SHUTTER SYSTEM SIM NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE �L DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A 1TASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER MIL. � LE OF CONTENTS ENTS BE INSTALLED WITH A DIRECDONAU Y FACTOR Kdm0A5,USING ASOE 7-10 AND OWL NOT DICEEO THE MAXIMUM(A_&D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER..ASCE 7-10 SHALL BE FIRST REDUCED TO,ASID.DESIGN WIND'LOADS AMA,1: W BLAQQ(3)1.k �A BY MULTIPLYING THEM BY 0.6 IN ORDMTO COMPARE THESE W/MAX (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11-THRU 75, 19&.20.. GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.. AS TESTED..WERE NOT OVER STRESSED.A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RICE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYST.HOWEVER,A WIND DURATION FACTOR CD-1.6D WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORIXON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE AWE MENTIONED CODE AS PER ATL REPORTS- TYPICAL.SHUTTER ASSEMBLY .38-44 SHEET 4 • TYPICAL WINDOW BLADE&WINDOW DETAIL -HN BLADE O (0214.01-03.10715.01-03,1tOO4.01-05,11214.01-05.10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E--IS% AREA 2' HV BLADE(D AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVE.D,WIND ZONES 1.2&3):&17220:01-10 AS PER TAS 201.'203&2D3.PROTOCOLS LARGE MISSILE. WERE APPUrABLE) -HV WINDOW BLADE®10505.01-Oa AS PER ASD!E-1886 AND E-1998(MALE LEVE.0.WIND ZONES T.2,3)BASIC PROTECCAN ONLY AHED 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL.SHUTTER ELEVw= &NOTES DN LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BILADE(D AND HV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275"AND 114x1.75'RESPECTIVELY,410-KF MINIMUM SERIES CENTERMATE DETAILS tN SHEET B STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 Lai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSHIEID CCARNG SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV 1WIDNG ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Tai AND 35.7 U FOR END CONNECTION DETAILS 1-6.CONCRIETE/BLOCK SHEET 10 6005-75 ALLOY. - MAXIMUM SPMA TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE:&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ilei MIN.YIELD STRENam AND 90 w MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCKSHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING FOIE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Lal MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SE_THE FOLLOWNG SHEETS FOR ANCHOR SPECIFICATIONS:EN BLADE(j): 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE QU &�ti WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 15779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15"458,179 ISSUED To EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IN TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3' HV WINDOW BLADE R ONLY ALL SHUTTER COMPONENT EOCES WHICH REMAIN,THRU FASTFNRM IN CONTINUOUS CONTACT WITH THE BUILDWG TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:INURING PERIODS OF HURRICANE WARNINGS HOME OWNER,7ENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD (EMERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADED ONLY I1_SHUTTER MANUFACIUREIM LABEL SHALL BE LOCATED ON A REAMY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WIN SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAL9, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERM H.V.ACCORDION SHUIIER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 13.(0)THIS P.ED.PREPARED BY THIS ENRNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 517E SPECIFIC PROJECT;I.a WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (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 DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONseim. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE.CONSIDERED INVALID IF ALTERED BY ANY MEANS. 9=SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT VRIICH WILL BECOME THE anNEER OF RECORD,(EO.R.)FOR THE PROJECT AND WHO WILL BE 181E FOR THE PROPER USE OF THE P.E.D.ENGINEER OF BEGGED,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.FNGI M SNALL SUBMIT 7O THIS LATTER THE SUE SPECIFIC DRAWINGS FOR' REVIEW. (e)ORIGINAL.P.F_O,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE.Non High Velocity Hurricane Zone rrrrrrL(� AAkkk ®2015 EASTERN METAL SUPPLY,INC. ,'�.�'P' cit �����"'`y BERTHA H TM IL EC 4 �Me. ■S■ ■ ■ Accordion Shutter System y� KV.Bi.ADE#1 W/OR W/0 KV. WNDOW BADE �: G3;[�„Y��,j';, AFFEeF1COTl Shutter Systems DE9mp"ON TATE DROM at 11L 9: jF ;TI TILLIT TESTING do ENGINEERING COMPANY ASZSOCIOttOO, Inc. 1 OLD 11-192 4/t3/t5 DARE 4/73/15 Q OF .•': 8757 N.N.3WL SL.St.706.VOROM cARWZ) FWRVA AS - ��` PROM:(0871-tSM.Fox:(sos)s71-17.31 4268 Westroods Drive 2 r.� 4-++�I �� West Polm Beach, FL 33407 3 DRAWING No 11 0•••••••••G���� LD-0006719 1 5-085 �Ai� NAL EN rd WALTER A RUR Jr.P.G + P.E. SEAAEL�MAVURE/DATE FLORIDA va.1 44167 6 5HfEi e 11 OF 20 EOVERED 3Y MR Iva eta[ O VAR9fESx. ' .�, o �'4 57'SOUD_HLADE 0HV 90'/180' STARTER HV NIVESL R US PATENT 5458179 QUALIFIED i USE W/ OUAUFlED FOR USE W/ HV BLADE 1�' 4 HV BLADE 1 _ 6005=T5 ALLOY AND TEMPERQUALIFIED FOR USE W HV .. 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADEON SHEET 79 BLADE T 37. 6063-T6 ALLOY AND TEMPER 3.228* t500• 3-T6 ALLOY A R 124• \a> f_ 670' m 3.111. (IYP.) Iv � I .994' ..241.000• 670" • 072 � 842 'o 4.897• C .815' 2.092' i3 HV ADJ. ADAPTER W/UP `''e"- 12' 1375• 0'07 QUAunED FOR USE IV/ HV ®}Y WALK—OVER TRACK '920 1- ©HV ADJ. FLOOR TRACK QUALIFIED FOR U E W/ HV 9OHY TRENCH TRACK 350' 6063-T6 ALLOY AND TEMPER BLADE 7 QUALIFIED FOR USE W/ IIV OUAURED FOR USE W/HV 6063-T6 ALLOY AM TEMP BLADE(D ONLY. HV RAINGUARD *E 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W NV 6063-T6 ALLOY A D TEMPER YPlOES '��` 19 BLADE 1 / 1` f 916' VARIES 1336' 6063-T6 ALLOY A TEMPER u1. • t.917" d ' 0 083• 083' .083" 093• .093'o H ,060' m .060• 670 O N A93' _ _ .093'• j. 09 670 1.686' 0 670 5 v ,Z• 3529' 670 11 BY CEILING HEADER 1� HV HEADER/SILL (g) HD CEIUNG HEADER/SILL �• IFIED FOR USE W HV BlAOE 1 ONLY. QUALIFIED FOR USE W, HV BLADE I ONLY / SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPE OU UFIED FOR SEE SECTIONSEFOR V UDBIT1�'-E 1� 4 FOR D 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. t-- 6063-T6 ALLOY AND TEMPER I .11 COMPONENT' A 8 T1 T2 x Y t XMNYlQdt 1` a 0fl2 2` 2' 0.125" Q 2' 5'MIO(. 1/8• 1/8' 3' 3' O.Q90• @ 2` 5'MM. 0.192• 0.192• 1b SIDE ANGLES 2Q CORNER POSTS QUALIFIED FOR USE W/ uV ALUMINUM ANGLES ( 2.5' Y MAS.!&180" 0.190' ,� i QUALIFIED FOR USE W/ HV 6063-T6 BLADE O TEMPERALLOY OUAU ED BLADE R USEONLW/ FIV BLADE rr1 6063-T6 ALLOY AND TEMPER 2' S•MAX. 0.139' 0.131• 6063-TS ALLOY AND TEMPER FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. •: 9 BERTHA HVTM ' EI�sF A S Accordion Shutter System IL Eco b�. KV BiAM#1 W/OR W/0 ALV.WNOM MADE �c, �l�✓✓"^r" = TIWAmerican Shutter Sstems T TESTING k ENGINEERING COMPANY Y °aD�'P"0N °ATE DRAWNBY.- a� a. STATE OF am N.w•360,st-S•305.tlRMM G&RDM nORDa 331Association, Inc. 1 OLD 11-192 4/13/15 DAIS 4 13/15 Phone (J05)871-1530.F=:(305)871-1531 4268 Westroads Drive x i O'"•.;e�OR10 '•�` a-mare 611acoVaolcan West Palm Beach, FL 33407 s DRAWING N0 F� �' ED-OM719 . ss1 NA�� WALTER A.IVAJT Jr.P.E 15-085 noMA uG A 44167 s SHEET' P.E. /tdGhM'l�tE/DATE 6 2 OF 20^ a.6a0 9. _iuet/3• t 4•-zD cxsr _..�..-4,576'- pZ$ •°. fEAD IIMY.dffC ERAYit sans. DIE CAST ns $ ey• ° S ams 1 uiOi a • 5 0 71RUt .062• m A r g 1O m qA9. � 3' A76• R r a ,315 4 -� ',"'1"yam- , a @ IW SIM*{O* E (OMME'PLAT D) 21 BY CENTERMATE Q IFIED FOR USE W/ HV BLADE(D& ftHV FLOATING �o. 7s ®,HY LOCK BY EGRESS LOCK LIMED R63-T6 ALLOY AND TEMPER 0114MED FOR USE W/ FN BIADE(j)& ONLY °e I QUALIFIED OR ON Y.w QUA I3IADE 1 & U SE ONL.� 6063-T6 ALLOY AND TEMPER L' DIIAUFlEA FOR USE W/ HV BLADEO ONLY 250"G.D. 1 2.674' 6063-T6 ALLOY AND TEMPERPLA51)c HEAD 16• voi 4.045. 2 MOLOSECP. - 3e 7' 1.753' REW ,� AFTER RIVETING y ob `" o ^ 1/4"P-20 5 x 3/4" BEFORE RmEnNc j4267 S.S. THUMBSCREW II4"0-20 RIVNUT* VUL ! *90M 9444 AUDANAN 0024-T3 A1LOY)IARM nANGE INN -E i --••-) SKEET fiOISFRI.PARr/032D,AS Xt SEY 0RED05 AT COUAPLAN rRGttr ELEvnTw HV MALE "T" LOCK CE - eNEiRr TEx1«a+.TA�cPVEttr,NEW JQ{SLY 07D54 OR EOW4 © � " " HV i4LTERNATIVE LOCK LOCKER FOR "T" LOCK ENTERMATE QUALIFIED FOR USE W/ D BLADE 1 ONLY HV FEMALE T LOCK CENTERMATE QU "T" LOCKUSE HV QUALIFIED FOR USE 1Y/ HV BLADE t@ONLY 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE ONLY �y�Fry BLADED ONLY. FIED FOR USE QUALI R1AOE01 ONLY./ 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPE 9� lA1T 3.161 - ~ I o m o -Z �y{T14{I�� THuuerURN 063" 'm 063 _..t - CYLINDER DR .214' A62" KEY(.YUNLIER ;D .545' 214- in In 0.675"Min: .125•Mo ° 1 .. 3© O IC 1) A G ao Qo o m 0 QUALIFIED FOR USE W/ HV BLADE 1 & A. QUALIFIED FOR USE W/ HV BLADE t &VA HD CENTERMATE'S INSERT 804 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER e+ ARIES. 12•Mut. QUAIJFIED FOR USE W/ HV BLADEQ)& 1 iD %&t."51. DA 3/8•e-/0 t t - 6063-16 ALLOY AND TEMPER �THt1 [URN CR0N9. (�DLTans) DD OR KEY 1.57 CYLINDER Win, LOCKING RODS * 1.78�-M°� m 75-d Ifo"6 ® HD LOCK QUALIFIED FOR USE W/ W BLADE 1Q " 1 4" 4A-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK DOLT LACK. 6663-T6 ALLOY AND TEMPER HV 3/$ �..-36 ACETAL / 0 sTALLATION WILL REQUIRE A 7/ ' OLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADE 1D& @A D I FOR - BEDMENT ED t 11 B QUALIFIED FOR USE W/ W BLADE Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone NMI' .......... J ��i B 2015 EASTERN METAL SUPPLY,INC. e���c,titasF' BERTHA HVTM IL EC O �Ilat. A■s.s■A■ Accordion Shutter System `~ Itv L3A!)Et wI o>7 w/o kv V1INDOW etAnE 0:S American ShuRar Sysfems LY. DESCPJPTM DAE D RAWNr M1 * til Ayr 'KAP TILUT TESTING do ENGINEERING COMPANY S J4A Association. Inc. 1 OLD 11-192 4/13/15 4/13/15 GM RX 30th.St.See.303,VNt0M4 Gam.RARM 331 F 4268 Westrocds Drive 2 Pine:{3os7a71-1s3o.Fa::(3Ds)e7t-tsTt G No '� .��'••••,•-•''��. o e-.i%vtewooa. West Palm Beach, FL 33407 a °�•,,SSlONA� .�\`° m-DOLLIT Jr. 4 —085 AAhJ11N1411►ttNt\\ WALORI A.TKLR J 67 P.E. SERL/SIGNATURE/DATE` l 141e� a 0 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV & '/a" 12'MIN. CE 41 025'10 HV BLADE 1 4 TO `A°E 1 Te7s' - ® HV BLADE 1A 3 N11 BTNDOW BLADE .1625' Y-Y .am .oczs' .._..- ...-......I `•t 1 HV LO NO RECESSED NYLON BUSHING ,, BL DVS KNUCKLE a , 676' Y (Typ00258 T o.oe HV SHORT RECESSED NYLON BUSHING N I i ' ® HV NYLON HAT WASHER (DOR ® N y 0 f T PORTION Ri� � 3�' ®b WORM HV WHEEL CARRIAGE AISI 302-303 SERIES � I I ^Ll4 b n 2 751' X 0.870"x3/16"THICK NYLON WHEEL I 2 71W NLN. 1N W[ND1W CLEAR 0.186"0 A1SI 302 SERIES S.S. RIVETS 3150 smARanON as I BETWEEN A1525'_ .0825' d75D0" ® HV 1 3/4"ACCORDION PIN W/ g8 HEAD * EXTERIOR aw a OPEN= L 5 3leTER7�. ® HV T_ 3/4' ACCORDION PIN W/ g8 HEAD I 4t a7�' a - CLENI4 ATlP! ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN j � �� 1 `g ' T TYPICAL HV WINDOW BLADE AND i POLYCARBONATE HV WINDOW DETAIL I 3 ® Q OR ® { 4 or t 1 i N:rs: RE UfR�ENis) 1 OR ® l ( ' *POI Yr�R80NATE IMPACT RESISTANT HV WINDOW i I SAYER MAKROLON 3103 POLYCARBONATE 12'UN EERESINS, UV-STABILl ED GRADE OR SABIC Uy PIN PEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FORY To BLADE N INNOVATIVE PLASTIC L EXAN 103 RESIN i I I (SEE NOTE "F" ON SHEET 19). i QOR I I (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR N BOTTOM KNUCKLES OF HY ACCORDION SYSTEM W/ HV 10 OR n POLYCARBONATE SOURCES FOR HV®etADE. g.PICAL SHUTTER ASS MBLY I '1 111 EXTERIOR TVP" TESAPPLCOAL S. �, HV PIN©OR®AT rlTo+>acc um,a.��iw m� (2) HV PIN ® MAY BE USED IN UEU OF AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D rO.a24' BLAOE'S KNUCKLE. (SEE NOTE s iaR SPECIM Ggkv lr ASN D"? ao43 mM' am ie./r; BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. Ba REQUIREMENTS) TVP. Tome 11710 MTw0(;l1l ASW 0838 B.wD A.4, 9.500 P-L I FbwwL sn'twFll AT Nxw Asn DM 12.SOU 0.1. 11.f00 P.o.L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O ! € I'loaml.Mmxkz Asn DM 310,M)a,x 345wD 0.11 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> ° i I 1TeasG SHEET © I i NDTurtn ImD Am RM is rr-Indo tr rf-®tn ",*EL CARRIAGE DETAIL SEMBLY LAYOUT It" or araac ASTM VIS c-1 CLASS FT aAss F.�. SOF 17mm AMU DID" low WO'F lzmmw ASN 0173 TENSILE=84714 n7w IMMOMI AM 818 8301"L am Pal Cl) HV BLADE SOLID & HV WINDOW BLADE DETAILS MME mmpa-wxWAMENN4 I A4R1 M I MI°'L —L N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity hurricane Zone ���q 0 2015 EASTERN METAL SUT'PLY.IIIC ,.�P,AAAA.....,ter%,, ER HA HVTm ��cEnr `�, A A Accordion Shutter System ■ ■ ■ . KV BLADE#1 w/OR w/o RV. WINDOW BLADE Shutter Systems DEscmPnoN GATE DRAWN BT: M.L. 3� TLLLTf TESTING do ENGINEERING COMPANY Association, IIIc. I OLD 11-192 4/13/15 DATE: 4/13/15 ea�s.Na Sun. 5 1153 .F= c(305) 11 133 33te 4268 Westroeds Drive z Prldro:(aoss)e7f-4530.tm :(3os}e71-1331 DRAWING No C�'•••.ORIDa �`�`� e-mc4 Tva.com West Palm Beach, FL 33407 a. 15-085 L ENG, p` WALTEREB-000011a J,P.E. 4 F.E. �tL�tSI$tt`A�t1ftE/DATE R.ORMUE.0 44167 S SHEET 6 4 OF 20 a o�a 1. •ONE HV LOCK®or'o SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR 12'ABOVE OR B.k,1�OW 2 OF SHUTIER.SSAN FOR SPANS UP To 105',AND FOR INSTALL(1110NS ANY ELEVATION. HV LOCK or MAY BEUSED AS AN INSIDE OR OUTSIDE'LOCK.ATTACHED TO¢J3 OR CFl1TERMATES W/(2) 1/4'4 20 z 7JZ"TONG FIAT HEAD SS AI.S.LOCATION QF LOCk SHALL BE A5 OiCATED ON tJ�\1Q _ SHUTTER ATION. 2.QpBQ I PURPOSES,UP TO TWO HV LOCKS¢ OR Y 8E USED AS'AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERMATFS OR SHALL BE AS INDICATED ON NOTE(1)ABOVE, LOCA ON OF LOCKS _ �2 is USED H.V_ LOCKSr LOCKING RODS5 ARE NOT REOUIRED AT URRICANE POSTTiO (0 N, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE II MAY ALSO BE USED AT STACKING POSiiION (NON HURRICANE POSITION). tl 4. ONE HV LOCK SM48E USED AT CORNER CENTER SPAN AND INSTALLATIONS AT ANY OR INSIDE LOCK, ATTACHED TO CORNEA CENTERMATE W/(2) i/4 4-20 z 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS S �_� AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SWILL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • ONE ALTERNATE HV LOMAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND J1 III MY FUR MMOW& INSf TIONLOCKAT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT X p OF 1/4'4-20x3/4'S.S.THUMBSCREW TO-0 DR 0 CENTERIMTES SHALL BE MME W/ 1/47111 ALUM. RNNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. m ® 6.MANDMORY CONDITION i3 FOR KEYSTONE IroL/±Tlur WTIAL1 X710 ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1 *ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 0 or 0 MAY BE USED AS AN INSIDE OR r—VOUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD SS_ SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/0 CONNECTION OR 0 TOP AND BOTTOM S COMPLETELY MANDATORY. DETAILS ON SHEETS 10 @ D F E X I J K L Y p 0 R y m Y 18 EYP.FULL " *NOTES ON HV "T"_LOCKS AND CENTERMATES: 'RE's' OF CORNER CENTERMATE 1.SECOND ALTERNATE TO MA.�IDATORY CDNDRbN*1 VALID ONLY FOR HIT'T"LOCK(rA_AND CE7iTETTIa M 0 AND Q7";tiv, ONE ALTERNATE FIV'I•LOCK CSd MAY BE 1HS�ILLEO IN LIEU OF W LOCKS f�OR 25 FOR ANY SPAN AND m a+ 6 + 7 8 1 Q INSTALLATION AT ANY ELEVATION.M.T�RNAtE LOCK(SO Y BE USED AS AN INSIDE OR 0 IDE LOCK ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOC9(ER�� AS SHOWN ON SECTION.M'G,SHEET 9.WHICH MUST BE 10• {r aI( oR �+ CONNECTED TO CENTE_Rl VUES�,AND W/ 1/4'0-20 x 1 Ile LONG ss.THREADED BOLT W/7/B O x 3/32' WINGNUT'ORMAXIMUM AB Wf AND BELOW-20iIINTO A MIDSPAN USE OF TWO LOCKING RODS' LOCK MAY BE INSTALLED A7 MDSPAN OR 12' O OVE @ TOP AND BOTOM IS MANDATORY. ®�®'"�•Qais• SwQ•� *NOTES ON HD LOCKS & GEN ERMATES: 1.HD LOCK MD CE17E31MATES W OR fZ1 W/W : ONE ALTERNATE HD LOCK® MAYBE USED IN UEU OF TYPICAL n NV BLADE SHUTTER ELEVATION 11V LOCKS OR( FOR ANY SPAN AND INSTALLATIONS AT ANY 0"ATION.ALTERNATE IID LOCK a MAY BE USED N_T,S. RN p INSIDE OR SHOWN tw SECTIONS HOB-HWT!g LOCK.ATTACHMENT OF RD LKANDTO��MIC,3SFHEEf 31e, BLOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABDVE MIDSPAN, USE OF LOCKING RODS @ S COMPLETELY OPRONN_ on High Velocity 111urri—w.—Z."'B' 2015 EASTERN METAL SUPPLY.INC. ' B R HA HVTM IL E C 0 inc. A■s7■�■�■ Accordion Shutter System * _ KV MAX#1 w/CR w/o KV w1MM MADE American Shutter SystemsZEW th DESCRBPTOX DATE D1amX ar: 1:i TILLIT TESTING do ENGINEERING COMPANY STATE OF r Bb4 Nm.36M Se.Ste.3M.VMCM CA119 6.fLCq A 331 AsaOCiation. Inc. , OLD n-192 4113/15 OA1E 4/13/15 1I :(303)871-15V.Fax:(305)871-1531 4268 Westroods Drive 2 'rF'• a-..I 67 cat4m West Palm Beach, FI. 33407 3 DRAWING No , F�G� wutER 7NJT1Jr.PE SHEET O$cJ /ON �• ` P.E. SEMI alt t0dRE/DATE FLOR�P LC./44167 8 5 QF 20 CRER ANCHORS POURED CONCRETE CONRCR POURED -(5£E_SCNEDULE ON OR CONCRETE BLOCK CON SHEEP i3) REQUIRED T/}'6LW/ 20.c3/4'SS. REQUIRED CONCRETE ANCHORS _SC" REOULRW CONCRETE AN RS i©18 i (SEE taouMa10 Q1jIX/2RE'r 7) 4HEE7SEE 5CF31FI1ULE ON 12n O.C. (SEE SCHEDULE ON SHEET 13) 0u3J4,S.S.EO -Eo LthCHLNE SCREWS USING 1/4=20 NUTS t9 2• - 0 12'O.C. .250•Max. -_ �� _ OR. 5 _ 13 15 �. a .250' wit ( :750'Mox. 0 , \ I l-Mox. E � - 1 I ` OPTIONAL ,i OWLL i MwMM NQM 1 i f , a�r Diao 1 OR @� i MM.SEPARATION TO GLASS t a sua Tsa raR 1 I I -1 (SEE SCHELRA.E ON SHEET 11am ) I, E7LLSTINC 1 [ie[i303q Q9 i MLN.SEPARATION TO CUSS t C (SEE sosmr ON SHEET 11) 1 I (�C HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION HY WAIJ. HEADER INSTALLATION, + KEYSTONE G .._...-- MW.SEPARATION TO GLASS 1 CR __T + I i EOSRNG ; (SEESCHEDULE ON SHEET 11) t L I I W9N.SEPARATION TOGLASS H RJ:rRAM (SEE SCN[DU1E ON SHEET i t) CfJLSs_ i s 9+w 19 I'M rwwl'I j i DOWSmAk OPTIONAL t � I � ♦i 41 iii I i t OPTIONAL 1 a'Max. ✓- ' -� 13 15 E 0.• ���� -- -- E t• 12""\.:J lJ4'e-20x3J4'S.S. Min. E PHILLIPS TRUSS HEADMAC20x3/4•SS.PHILLIPS CRETE ANCHORS 1 t 18 T. l {,20 NUTS A 12*RE SCREWS C. (NG A C� 3)CRETE ANCHORST3'�SS HEAD MACHINE SCREWS POURED (SEE SCHEDU€E ON SHEET 13) t Nea. OR CONCRETE BLOCK SHEET 13) WI 1/4'-2O NUTS @ !2'O.C. OCK CRETE W"L' OtTORS REOUIRED � (D HV WALL SILINSTALLATION c SCHEDULE IR LON RED CONCRETE SHEET 14) HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REOUIRED HV WALL SILL INSTALLATION NOTE FGR COMBINATION OF SECDONB: I N STA LLATI O N DETAILS W 1 I- SEE SHEET 4 FOR TYPX1AAL SHL1TTEtT ;E D,=EDGE DISTANCE SEMBLYSEE UIMNS OF USE 2u-MOUNTING SECTIONS CAN RE COMBINED (SEE SPECIFICATIONS 041 SHEET 13) •BLADE(n�Ao1+SHEET 19 FOR �1 HV BLADE IN ANY WAY TO SVR ANY INSTALU710N. HIIItlIM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A 2015 EASTERN METAL SUPPLY:INC. BERTHA HVTM 11 LTE C G►�iyac � ■ ■ ■A■ Accordion Shutter System *: * American Shutter Systems KV.9kDE X11 Wf OR w/0 NV.WINDOW MADE LRSCRIPnoH DATE DRAWN Ott ALL. OF TILUT TESTING bl ENGINEERING COMPANY 9'. 'e��c ess5 N.x.NRR se she. yzxaeA ex+oE/As.naROA.syl Association. Inc. 1 OLD 11-192 4 13/15 DATE: 4/t3/ts moi - Et- Mwne:(JOS)871-1530.For; 3D5?87t-1531 4268 Westroods Drive z '•.•••••.. G\`�,+`+ a-m�tslo�wocoloo. West Palm Beach, FL 33407 S DRAWING No ; '�•,,s�aNAt ,.+�` WAITER A MIT Jr.PF- / ��_��� P.E. SEALJtNATURE/DATE FloRue Lk.111.a167 a SH6ET OF 20 POURED CONCRETE ANCHORS Ift Y:P"Tul ♦ ,_.. a CLASS STIs7kN i i i' I EX1S112RC '�.wNCpETE (SE SCHEDULE SHE11 0 { C �`04a"M SCHWU (REQUIRED -„ W 0 EDGE 1SESKW,t) SLAB EMSTING ANCHOR ir i LOCATION I I. 1f}x3J"REX W HEAD i 11 3 a{ J raN: TEAL: RE<vs 1z'o: ___ of ��.�.�+ ANCHORS -08IF 7 (SE EDULE ON° .13) R r .tPPUCA9LE EXRSTING J r t EDGE OF i EDGE Of_._, �� ��rt� SLAB IF _ MASIF1J2 l':.-1_ EDGE OF APPLICABLE _ APPUCABt,E. !r m OL`.JE Q' Q. POtHT£Ds7faux CN FIAT HEAD CONCRETE ANCHORS ariv '1O 1 O *COPOURED CR REQUIRED' FLAT}TEDD COtLCRE7E ANCHORS REOE SCHEDULE ON St1EET Y4) NA mar REQUIRED D. ar* (SEE SCHEDULE ON SHEET 14) 1',.TRENCH INSTALLATION VALID ORLY FOR UP TO 470,-75 PSF.A.S.D.t HV FLOOR INSTALLATION Q NV WALK—OYER INSTALLATION DESIGN PROSURE RATING&FUR SPMLS PER ? HV CEILING INSTAL TION SCHEDULE 03' SHEET 11 Lxrst2� ��I} 0a --f ro GLASS cCOPUS— °" HEETS SCHEDULE o 1/4.0 oRt�iE0x 4Al S�atR S I v DLSM Gf-�-i G -.,yrs—^ tr- tML�f OR 1/4V.mom /4' CLASS�i I I GLASS -�(+��J r+} '�tr 7 Iwc�.euuml w t JJ4 TMFUEWXPIW?+ 0% ( MAX. {s¢Son=W 'I) { as rat LSF6. SRN MA 1 4'71C POR LAS 7" I.l 1/4• rh t R= LoxIly-7 P49040 WAD {TTP.}{SEE NOM£N 51£YT it � 1/2• }3 OR 1 ° ' wA FLi AD ' cR :sva cR ata MAX. LWL 1EX SCREWS mrlr. fuANT III 4x3/4' uEX READ i 1 B' a 12,O,C. t a, r a ,• =' __ .:' t/4 r-zaa/4"SS Ns TIX SCREWS®9'O.C. $14x3/4'SAS. _ i i i i t/4• ,.',,� ^^ LdNG t/44-20 Nuts OR 1/4"0-2 S.S.M.S ANCHORS 1 _ 6 +O J a 9'O.C. - r r r r Alar +� •: 1 10 /C W/NUT tl 9•a.C. r .', i SHEET 14 ' AL 1J2' }• 7 2.00 1114F, vett.71111(otTni EDGE OF 17 1 S cti e SLAB iF 41I/4' F.H.SA,S. r MIN + Poia�D SIE ` 1 7f8• 1 '7/a APPL)CAflLE CONCRETE ANCHORS `' N 13 0 9 o cNOTE. ±rte. POURED CONCRETE {SEE SCHEDUt£ON ON POi1RED C0YICRETE ON SNFET 1a(b1 w. a U ON BLOCK SHEET 241 R CONCRETE BLOCK -R IRED KEYSTONE AMOUNTING INSTALLATION oPnm&J NCRETE BY WALL, FLOOR INSTALLATION � WALK—OYER INSTALLATION '$L°'E SPAR e—e +c4-T�"" CONCRETE- REQUIRED HV RAINGUARD INSTALLATION t THIS INSTA.IATTON SHALL BE T OB,GOAICNATtON OF SECtiQjLS: r E.D.-EDGE DISTANCE REMOVABLE WHEN PERFORMED � A i j(��"� BLADE p T-SEE SH 4 FOR TYPICAL St9 MR (SEE SPECiFICATK}NS ON SHEET 13) ADJACENT ra AN OPERABLE EXR *'�LAM iITK}NS OF test:FOR INSTALLATION DETAILS W� `�4✓ HV ®LAD OR ENRt/tLHCE EILADE 1 ON SHEET 19 2-MbBUNTtNG SECTIONS CnFf IIE COMBINEb --"" IN ANY WAY TO Sun ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Ione fit 2015.EASTERN METAL SUPPLY,INC. BERTHA HV TM -- C i" 11"Accordion Shute System. C O wC. ■ ■ ■ KV, #1 W/Qt W/O KV.Vd BAM yt: 61 t,�/ buffer Systems uMCWTM DATE ORAWN rAY: Ml `s TIWT TESTING do ENGINEERING COMPANY TATE dF y N.x J�x st•W.Jas vRVNa � „ ,,,, Aasociafton. Inc. i DLD 11-T92. 4f13 IS tuTE 4fT3/t5 ' fTonQ:(3051871-1530.Fax:(303)971-1531 4.268 Wtestroods Drive 2 —mo. West Palm Beach, FL 33407 3 DRAWING No —mo.i�j<CS,;•. ... �G"`ti�� ED-OM719 5-OS75 CONALA. R E 4 i WALTER rUJr.P. P.£.'SF �jSll��l#UREf{?ATE FLORIDA Lx.P 44167 a SHEET' 6 7 OF 26 SEE END WALL CMON ETS 10 & 10 SFE NOTES ON LOW?*RODS®,W LOCHSO oro Vn r INSTALLATIONS W,/jHV ^"°ALTFTINATE"'''.« @ON SHEET S. UT 90' FIR-1 I t7OS1TNG cussII` MAX SLACK WA&HW IS YN1D FOR ALL BLADE W HV CENTERMATES emmatArEs AT>m INDI MMEo OR SEE END WALL CONNECTION @m�•�3«®*®a EXISTING arss DETAILS ON SHEETS°'° - --------------------- ----- ----------- -- 2ir2'xlro'k0'-2 I ®•®°",L1`©¢'�•R:'J 3 1/4- �• G 1/2' 7' (;W/(TB/4.0 OPPOSING SYMMETRYCAI ANCSA W/(2) 1 O C NCRETI t/2' q®s.� ANasora,To coRCRE1E I- CENTERMATES �k CENT ATES AdfH. SEPARA N ta)I,ox, tx7P/awcm)& /70x3fa S.M.s.la 12' /z-S.us.TO*M OC.FULL LENGHr. W/ HV LOCK or 6 W/ HV LOC or � E � AT EACH ANGLE MP)) I I * (SEE HEET 1 5 * 35* IN 3 OH StIEtT 1T) , HVQ 1o•Q«�.®°^0-©« HVA HVB . .®« POURED CONCRETE OR ©�O•©«©•O•�1 1D• « �_ EOSNxG G NC E e,.00K WALL :(01t@119: ®«1 •®°t®.®«! --- U ED TRIC- ----- 6- 7 -0- — GLNS., L11N. ARAirON-- j-p — 9 -®«1�s•®«ts•�5 �Exlsrlx CENTERMAT IN (�p� TO GLASS _ GLASS , ©'®«1 .�«®'@« 5 To «®+� a�* 3 HVL 6 °pxTERa) ®`��`e l'®�19•® (0N SHETti1 MIN.SEPAR", AA'' (SEE SOHEDULE ',V _ OPTIONAL ®+ — ON SHEET ,i) (IxrEwR) ----- _.—_—._ ____-._—.--- �__ OUT �cONCRErE ANCHORS 9 _ _ _ 1 H O.C. a. 3 4 UT e3 1/2-MAX SLACK OUT (ocrERloR) HVE HVF** HVD FLORIDA BUIlDING CODE(Non High Velocity Hurricane lone ,��puu L+r+rnr 0 2015 EASTERN MEIN.SUPPLY,INC. BOMA HVTM Q S S A Accordion Shutter System 1 L ECO N C. KV.DAX#t W/OR W/O KV.WNW MADE / !1'' * AmarlCOfl Shutter Systems er.. OTSCI Walt OATS DRAWN an ML TILLIT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13 15 DATE: -ca'; STATE OF a ° aW.ai 1 sL sea 15 Fox e(30)8/, 1W s3' 4268 Westroods Drive 2 PAonn:(WSj-Mart Ot .Fax:(S03)87t-1531 "ORO.-: �. mmE:bOW67oaLcwn West Palm Beach, FL 33407 3 DRAWING No .,, . G��`.� ®-0001i7i8 15-085 �j,A SS••••••• L� `N WALTER A.nLLR&.P.E. 4 Ai 10 L �•` CLOR4M Lia.a 44/67 g SHEET P.E. AJalr l4i ` E/QATE 11 8 20 ALTER-T N W V "T" LOC6 60'1 HV A F ALE "T" LOCKS C $ LOC 1 HV MADE SEE END CONN MON DMIM am SHME 10 k fa INSTALLATION n HV BLADE OUT IN 1lr'�` aAMCDwtx MA".Mr,190M o oN 9=a. W� HD CENTERMATES ® ® O o b�•®°" M WE nt As IINNERSAL.RIMiy 1wnE(+�6sTAu NOMHW. m of 6• 7 m 8 1 0ON SNrET.Wr uR11N N. SEE END WALL CQNMECTIQN 1o•®m®•6�m®.gym '`�`TM OVALA° ° "C' W 1W H`S` . MAILS ON SHEETS 10 dt 18 rQ O Y o ®"�•®'� �sro n�"� 11ir I t 4'� taProwu7 ) L___-___-----.- _----.__-_-------------- I E (4)rs5»{x * h� XN i /loal4•sus.o sx• --------------- —..--.-..--._---- —'-- a DCH x4RI b di..tG..ruu uxa+r (N (q)H.v. 30 HV "T" PINS(1YP.) 7 v.- (h istj(i -) ro 3 LOCK (INSIDE) 1 ------ ------------ - --�-—M(� . - — — 1 22 -� 23 1 5 OUT 31 oR 2 31 oR© 31 oft 31 oa®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. (amwy j SEE NQIE 6 iT6t to LOCK®. W/ x 3/32" WINGNUT. (oma) DB-HVB OUT HDC-HYC T LOat.ON SHEET 3. SYMMETRICAL Hp CENTF_RMATES SYMMETRICAL HD GENTERMATES O HV "T" LOCK (OUTSIDE) 2® W LOCK (INTERIOR) t'SUtES 9444 HAl10NUL HUG* l^G Q! LOCK (EXTERLO� - -� hT3 a ALLOY)LAM ITAHM THW ®m©•O7 mO 10.®m -WT en113rnr,PNH!06x0. AS UO-@-(D m •0-6-0- warA ernmm ev AW a, t[atY PASMEW.NEN&FSEY ©•O•©m©•O•®m 07054 OR COWL 3 -© SM N=m1 Maw R=O a WOO Ux=C"Spar 3 **WMA fWAWX WVCO oaa NOS-MO s w MAI axI[1-MAPArMOG WW BLAOEO NDD-HYD** FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone . ♦♦�♦♦�,`�R A.T���� ij��' 0 2015 F%MRN METH..SUPPLY. INC- ........... `�4. \CENs ' B RTHA HVTM '_ ? —M—C a tn�. An .s.A„ Accordion Shutter System '. H.v RADE gt w/CR W/O ttv YNNDOIV eLi+DE American Shutter Systems OESCRPMH SATE ORW"BY: ILL $ of T1LUT TESTING & ENGINEERING COMPANY TATE OF a Association, Inc. 1 OLD 11-192 4/13/15 n+TE 4/13/15 �•(�V . 0355 kW.746..'$ 705.hR4TFPJ4 G4RDEIS.FiDRG 9316 - R Rhone:(705))67171-1530.F-:(303)671-1571 4268 Westroads Drive DRAWING No .' �G\ ♦.ems 03 H�0000l• West Palm Beach, FL 33407 3 15-085 '•'••.....- �'o WALTM A.m11r k.P.E. 4 rah !1 11"` nARPA U..$44107 s SHEET P.E. SEI��ATURE/DATE 6 9 OF 200 POURED CONCREFE.OR POURED CONCRETE POURED CONCRETE CURED.CONCRETE CONCRETE BLOCK WALL OR,CONCRFTE OR CONCRETE, OR CONCRETE REQUIRED BLOCK WALL REQUIRED / BLOCK WALL.,RECUIRED BLOCK WALL REQUIRED /—EIOSTING GLASS / J�EXISTING GLASS CONCRETE ANCHO —EXISTING GLASS / K7L 17—. r-"{) j !2'MIN _.�EXISGLASS 0 16.O.C. J -�t( 2'MIN. 1---S —I--7 MIN.$01ARVION ON SHEET T0; S 1 IAN SEPMATM EO EQ TO am{SEE .._ BLADE, 1 TO CLAM SEE I i S2ffDu.E ON 1/16`x3'MA)C. ON 7 ;t. £T1lA:1 FOR Fl.M® 1 SaHaDAE { 11 FOR Nd) (6083 T6)OONT.�""'r .® aN 9ffE7 i4 IDR T/2, t ON TBLAADD7EE(DANO (LOCATE AT ON SFEfT FCL4 PLUM.CLosER , �,� ,,�� EITHER SIDE i BLADLs &® APtASE. l iMTN \ 1 i BLADES m& OF O) 1/2'MIN. ' OFxS I --- - *USE 1'OR 2 MAX, --_ - JIOxi/2'S.M.S. 1tO.c0 1 S.M.S. I _ UWNUUMM CUP ! 81x0•-2' ' 0 16'O.C. ® 16"D.C. _._- - 4 \ {0053-T6 A1.LOOA NIOHEWWT (1) #10x)/2•S.M.S.70,®& 4 \ (2)1/4"0 TAPCONS on TO WAU.AT I'O.C, TE AT 5 SIDE ONNEC1IOFO N ( OR � OMER BID-0 (D) ) DR i OR Q� SEE DErAILCON X FOR �OR ®' •®q TO TRACKS �. a®.®,©.®� SIDE TRACKS SIDE CONNECTION SEE D L X F 4 0 6. 7 8 1 -®' TO TRACKS a B ®•®'®•®�•®Ram o.®a®.®ate.®' o•�'a�•��'�'��� o.®a®.®a®.®'®.® END CONNECTION DETAIL01 END CONNECTION DET END CONNECTION DETAIL 3 END CONNECTION DETAIL •F REpUIRED OM_Y FOR SPANS GREATER TFIAt) 12•-0' CONCRETE OR DaSTINC —————�pasnNc GLAss REQUIRED GLocK wall � 4 4 IAN.SUAFAAON e1 1/2•S.M TQ(TIPSS(SLE ON SHEEr LP !6` .C. MRL SEPAPARON --__'-_- II CSCHOBLADE® CON 1/2'MIN. TO«EMCN(S W ------ ---- � OR®ORf'�OR ON SHLLT 19 FOR ANCHOR® 1 it FOR BLADE®AND4 - ©DR®OR 9.R(D CONCRETE EtAUM(D&012'O.C. 5 (D&® __--- --- OR� ANCHOR I Q 16" 1 2'MM. 4 O. .-. �_�MIEt. ----- EO - --- 6 ORO000OR 2'MIN. 2`NEN.. ♦SEE LIMRANCNS DF USE FDR VIEW Y / 5 BLADE ®ON SHEET 19 0OR@OR(qOR(gOR@ I �OR ®' PLAN DETAIL X ® O O's a O Off•®' POURED CONCRETE OR OR END INSTALLATION REOUIRED caNcrzETE BLOCK WALL �,�®„®,�,©,®' e:®'®•Q�®`®' (DOO •®a0 O 0' 1 HV BLADE OR 46 HV WINDOW BLADE INTO _O.O•�©•O•®' �•�'�•Oa®-®� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q OB•®a®®'C ®'� END CONNECTION DETAIL® a FLORIDA BUILDING CODE Non High Velocity Hurn one Zone `�� •(�A;r)( I�Aiy' 0 2015 EASTERN METAL SUPPLY,INC. 4/T iii �CEfU BERTHA te /TILTECO ,mc. A.S,S,A. Accordion Shutter System gl'n •'t' Tk a BLADE American Shutter Systems V a�C W*N w/0 KV.VORMN + TILUT TESTING & ENGINEERING COMPANY H oescRmnoR oAtt oPAwN:e4 3/ STATE OF a: 6333 N.M.36th.St.$10.303,VVCM fARDCN9,FLCN®\3316 Association, Inc. ! OLD !1-192 4/13/1s RATE 4/13/15 '9Q--- - pmn :(3o3)arI-tsw.row:(30*71-1331 4268 Westroods Drive 7 DRAWING No �X,•., ORI `��� a-moo,Uftc.CDad=m West Palm Beach, Fl 33407 3 ,,4Fsts� ••.�\�.`` WALTER A.T1UIf'!Ja P.C. . 15-085 ONA1- �.�• FWRIOA U.0.4167 5 SHEET P.E. 6'(i;;i0A1L RE/DATE 6 10 of SCHEDULE Q1 SCHEDULE /!2 SCHEDULE R MAXIMUM SH PAN* "L+"OR "L-' MAXIMUM SHUTTER SPAN* "L+` rOR IMUM SHUTTER.SPAN*'L+- (ft). FOR�INSTALLATIONS INST LAMON 1 (END —Naumz / OR 1-` (fl).FOR "I.-" (ft.) INSTALLATIONSdo or or INSTALLATIONS W/ CONCRETE ti yj�o (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 or ®or or do W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PREssURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK or IS 0r® L-:MAX ALLOWABLE SPAN FOR A GIVEN NECATNE CENTERMATT 5 Bt W/ ONE HV -r W/ NO LOCKING RODS SR W/ 140 LOCKING WALL A, 8, C, D. E. M, N. 0, P. O. AS.D.DESIGN PRESSURE RATING. ® ® S MOUNTING F. K & L R. S. & V. LOCK(8) W/TWO LOCKING RODS Q TOP & (SET: NOTES tit) ^u,M BOTTOM SEE NOTES \•�V FOR MOE)NONGQ (2)PROCEDURE TO OETERM9NE.MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING C, H. 1. It, J T. U. W & X WALL MOUNTINGS (TOP/801`110M)OR FLOOR/CEILING: MAIMM CONCRETE&WOOD INSTALLATIONS 0 WNW CONCRETE&WOOD mWazal CONCRETE MOUNTING &.M ASG ASA�9dI INSTALLATIONS GIVEN A POSITIVE ASA. DESIGN PRESSURE RA11NG, PFMSM WALL MOUNTING ILOOR/CF7LM0 WALL MOUNTING raw+� DETERMINE MAXIMUM SPAN 1+•FROM SCHEDULE Rr111w rAT M & PAIM ItooRJtL1uNG MOURt MG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. �) MOUNTING (P..e.) FLOCV/CMAG MOUNTING OR (.OR-) (.at-) IL00R ALL MDUNOsc DETERMINE MAXIMUM SPM! 'L-'FROM SCHEDULE, (N l} (W L-{R) L}(a) L-00 L+ (I.) L-(M d MAXIMUM SHUTTER SPAN 1fi'OR 1-`FOR 34 OR L 161-0' 18'-0' 16"-0' 16'-0' 30 t6"-0' 1e'-0' 30 18'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10` 14'-10' i5'-2' 16"-O' 35 14'-10` IV-10, 35 15-2" 105 psf.A.S.D.DESIGN PRESSURE RATING. 1sSItENJUM DETERMINED SPAN BETWEEN-L+-AND-L 40 13'-10' 13'-10' 14'-r 15'-2' 40 _ 13'-to• 13'-1(r -- 40 14'-2- 15•-2" (3) PROCEDURE TO DETERMINE MN(IMUM.SPAN FOR 45 13'-1' 13'-i• 13'-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' 't HV CORNER CENIERMATE 13 MAY BE USED AT ALL CbMBINATIONS 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: 55 '-1' 12'-11' S '-10' 55 11'-1' 11-11 SHALL 13E AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE 60 1V-4' 11'-4' 11'-7' '-4' 60 il'-4' 11'-4- 60 10'-2' 10'-11' ATE 85,SHEET 5 RATING: DETERMINE: 65 - - 11-7/' 65 9'-5' 70'-t- Lt+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 t0'-6' io'-6- TO'-9' 11'-5' 70 /0'-6- TO'-6' 70 8'-9' 9-4' L2+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 to'-1' t0'-1' 10'-4' 11'-1' _75 10'-1' 10'-1' 75 - 8•-9• ttEXCEF`T THAT MAXIMUM SHUTIER SPAN 1+"OR INSTALLATIONS. 80 9'-10` 9'-10' t0'-0- f0'-9' 80� 9'-10' 9'-10• "L 'AND MAXIMUM A.S.D.DMNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.). DESIGN PRESSURE 85 9'-6' 9'-6• W-9- 10'-5' 85 9'-6' 9'-8' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-r 9'-3' 9'-5• 10•-11 90 9'-3- W-3' SHALL BE LIED AS FOLLMM DETERMINE 95 9'-0' 8'-9' 9'-2' 9'-10' 95 9'-01 8•-9• 1- CONNECTIONS TO KEYSTONE MOUNTING Lr-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.t. AND B'-0' SPAN, SEE L2-- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4- W-0' 9'-7' 100 W-9' 8•-4- MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 8'-7- r-11- W-9' 91-4- 105 8'-7• 7'-11' 110 8•-4' T-Y 8'-7- W-2' 110 V-4• 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6-z- r-3- 8•-4' 6-11' 115 B-2 r-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1'+'-L2+.'' -L'-AND L2-- 120 a'-o' 6'-11• 8'-2' 8'-9' 120 8•-O- W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 8'-8` 81-0' 8•-5' 125 r-10' 6'-8• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-6- 6'-5' 7'-10' e'-t' 130 r-B' s'-5• MINIMUM PREssuRE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2' 7'-9' 7'-9• 135 7'-7• 6•-2- WIND ZONE SPAGNC. 140 7-5' 5•-11- 7--7- 7--6- 140 7--5• V-n• ASTM E-1996 SEPARATION 145 7'-3- 5'-9' 7'-5' 7'-3' 145 7'-3` 5'-9' TO GLASS 150 7'-z• 5'-7" r-4' 7'-0- 150 7'-2- 5'-Y 155 r-D- 5'--5' r-r 6'-9- 155 71-01 511 THRU 3 1 160 W-11- 5'-2' 7'-1- 6'-7' 160 fz-11- 5--2- 165 W-10' S'-1- 7'-0' 6'-4-- 165 6'-10' 5'-1- 170 6'-9` 4'-11' 5'-11- 6'-2' 170 6•-9' 4-11- 175 6'-7- 41-91 _ -9- 8'-0-. 175 6'-7- 4'-9- O H V BLADE 180 6'-8- 4'-8' W 6'-8' 5'-10' 180 8'-6' 4'-8' 185 W-5' 4'-6' B'-7• -8• 185 W-5- 4'-6' 190 6'-4' 4'-5' W-6` W-6- 190 W-4' d'-5' 195 W-3- 4'-3' 6'->• '-5' 195 6'-3' 4'-3- 200 V-2- 4'-2- 6'-4` 5'-3' 200 6'-2' 4'-2- 205 6'-,• 4'-1- s'-3• 5-1- 205 6'-1• a'-r FLORIDA BUILDIidO CODE Non High Velocity Hurricane Zone 01H1p11111111%, ®2015 EASTERN METAL SUPPLY,INC. ,,,.����a•TQ,,% BERTHA HVTM WE C O �9,�. ,A.S.S.A,, Accordion.Shutter System 40, x' ELV.E AOE#1 W/OR WHO H.V.WINDOW BLXX TILLR TESTING s ENGINEERING COMPANY AmeFtcae Shutter Systems LL. 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SCHEDULE FOft A QM MAX, MAIM SPAN_ SPECIFICA710NS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES il ASA, DMM WME MMM RAM AIM A(SEE UwNnNoS E G.a N ON SHEETS a a 7) t.ANCHORS TO SUBSTRATE SHALL OE AS FOUAW&' POURED FILM POURED CONCRETE (/� TO EXISTING POURED,CONCRETE(Min.fc.+3 kaj) UkV&ftQWALL SILL MOUNTING ©CEILING MOUNTING H�.FLOOR MOUNTING - 114.6 TAPCON OR TAPCON WITH ADVANCED THIREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILM.(MBu re=3 k1j SPAN AN04M S1tACMLEGEND. - 1/4.0 x 3/4 ALL POINTS SDUD-SEF ANCRORS,AS DISTRIBUTED BY ALL POINTS,SCREW.BOLT&SPECIALTY COMPANY.(IAT.Ca a 3 k.1) ta) kSIX Owr NEGUNE N RDDW _.. O CM NwK 1/l55imE RAtts SA VISEII I OWK P Ra71c TAPCON OR - 1/4.0 BLUE TAP CONCRETE.ANCHORS W/GAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC-(Mia Cc 2 Its, 30 40 60 75 9tl 120 760 205 30 40 60 7v 00 120 160 20S SO 40 60 73 90 120 1ST 2� TAPCON WITH AtTVANCED - 1/4'0 TAPPER+AdgHOUS AS MANUFACTURED(Y POWERS,FASTENERS.DIG,AND DtS7RIB1JIEt)BY ALL PoDlT4 SCREW.BOLT&SPECIALTY 4 1 O 8 8 8 14 12 t 9 e 14 tY t0 9 8 8 8 8 TRRF.CON WI TECHNOLOGY CY COMPANY.OR ANY OTHER APPROVED UcENSED OR AUTNORMED VENDOR REGMWED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' t4 12 to 9 a a 6 a 14 12 10 9 a e a 6. 14 72 10 9 a a 6 6 ALL POINTS SOUR-SET (Aan.fe @ 3'kai) DR LESS 14 12 10 9` 8. a 6 6 14 12 10 9 8 a 8 '8 14 12 30 9 8 6 8 5 NOTES: 14 12 to 9 a a 6^ 7 14 12 10 9 8 0 B B 14 12 f0 9 8 a 6 6 BLUE TAP W/CAP 14 12 1D 9 a 7 Al 35 14 12 10 0 8 0 b e 14 T2 10 B 0 0 8 a TAPPER+ 0.1)MINIMUM EMBEDMENT INR7 POUREO.00NCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORY TECHNOLOGY ANCHORS AND TAPPET!+ 14 12 /0 0 0 b 8 B U 12 f0 ,D 8 0 8 e 14 /2 10 D 8 6 B SS ANCHORS�1 3/4".AND FOR BLUE TAP W/CAP ANCHORS M 1 1/27. 4•-0" 74 12 /0 8 a 6 8 4 14 12 10 9 a a 8 45 14 12 10 9 8 8 4 3.9 A2)MINIMUM EMBEDMENT'OF 1/4'0 x 3/4'ALL POINTS SCUD-SEF ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE,NO EMBEDMENT 14 12 l0 9 8 8 B 45 14 12 10 9 8 8 8 53 14 12 10 0 8 8 0 45 INTO STUCCO SHALL BE PERMITTED;1/ O-20 54.MACHINE SCREW USED SHALL BE 7 112'LONG MINIMUM SHOULD STUCCO EXIST.AND 74 12 10 9 75 S3 33 - 14 12 10 9 8 13 6 5 14 12 10 9 _8 7 53 4 •3Q RCP6.OF itSE F'O9 1'MINIMUM FOR WALLS S WITH NO STUCCO, 14 12 10 9 8 8 8 B 14 '12 10 9 8 a 6 5S 14 12 10 9 8 B 6 4. 6IADE 09 ON SHIT 19 M az /D a a 7 4 - 14 12 to 9 6 65 a 35 14112 10 'a as s 3S s' A3)ON CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVIERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 4 12 10 9 a 7.3 4s - to 12 t0 s 11 b 6 45 /a 12 10 9 B a 4.s 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND'SAID WALL FINISHES,ANCHORAGE SKUA BE AS INDICATED ON 14 t2 93 75 65.45 - - 14 t2 10 ,9- 8 75 33 4 14 12 t0 a 8 b 45 33 NOTES A7 Q AZ)ABOVE..FOR,INSTALLATIONS ON VRM SIDING ORWSWITH OR IWMOUT METAL.STUDS CONSULT THIS ENGINEER.FOR 14 a 10 a a s 6 - 14 12 to 9 s 8 0' 3 14 12 10 9 8 65 :S 35 INSTAILA INTO EFS WITH MEFALrSTUDS-SEE SHEET 20. 14 12 10 9 75 S.5 3 - 14 12 t0 0.5 7 55 4 J t4 12 0 OS SS 4 3 B TO IXLS7IHG CONCRETE BLOCK:14 12 10 9 b a - - 14 12 10 9 8 es 5 75 14 12 10 BS a a 4 - O (ASTM c--9D) 14 12 8 &5 55 3 - - 14 12 10 9 0 6$ 4S 35 14 12 /0 a 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUI DECO. 7.-D+ 14 12 tO 9 a a - - 14 12 10 9 8 7 3 4 14 12 10 9 75 5S 4 3 -1/4'6 x•3/4'ALL POINTS SOUD�T ANCHORS,AS DISTRIBUTED DY ALL POINTS SCREW.BOLT a SPECIALTY COMPANY. 14 12 t0 B BS 4 - - 14 /2 9 7S 0 43 J.8 - 14 10.5 7 5.5 45 3.5 - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT.INC. it 12 t0 a.5 7 4 - - I4. 12 10 9 75 55 4 - 14 72 9 7 75 45 - - 1 f4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTMITED BY AL POINTS SCREW,BOLT h SPECIALTY t4 11 7 55 45 - - 14 12 10 9 75 5S 4 - 14 Sa 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED MOOR REGISTERED WITH THE AMERICAN StiUilEJt SYSTEMS ASSOCIATION.INC. 8._D+ 14 12 19 9 a 65 - ^ t4 12 10 9 8 6 4 - 14 1& 10 8 6S 5 35 - NOTE'S: 14 12 8,5 7 55 J - - 14 12 8 6.5 6S 4 3 - lZi 9.5 r 5 4 3 - - ELI)MINTMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPET+ANCHORS IS 1 1/4-AND TAPCON 1412 95 7.5 0 - - 14 12 95 8 65 5 - - 14 12 8 5 BS 4 - - WITH ADVANCED T READFDRM TECHNOLOGY ANCHORS IS I% 13 95 65 8 JS - - 14 12 10 8 65 5 - 14 12 B 85 S 4 9•-0+ 14 12 10 9 8 - - - 14 12 10 9 75 4-5 - - 14 12 a5 7 55 4 - - 112)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK-NO 14 113 75 6 4 - - - t4 11 7 55 53.5 - - 11 6 S5 45 35 - - - EMBEDMENT'MW STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 le5 45 - - - t4 12 8517 53 4 - - 14 NOS 7 55 6 45 - - DOST,AND I'MINDWM FOR WALLS WITH NO STUCCO. 15 85 SS 4 - 14 12 9 1 7 6 4-5 - - 14 11 55 45 3.5 10•-0' 14 12 10 9 75 - - - 14 12 1018 65 5 - - 14 t 8 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND Wi THE FJOSDNG WALL OR F1DOR. 14 10.5 7 5 JS - - 13 Bs 61 5 4 3 - - 10 7S 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON /4 1t '75 55 - - - - 14 115 9 6 5 4 - - 23 95 8 5 4 4 - - NOTES ELI)G a-2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR En WITH OR WDHOUT METAL STUDS CONSULT THIS ENGINEER. 8 5 - - 14 12 8 65 55 4 - - 13 10 65 5 4 3 - FOR P67ALLAWN INFO©FS WITH METAL STUDS SEE SHEET 20. 17•-0' 14 12 SO - - - - - Y2 12 9 . 0 3 - - 14 105 7 55 45 35 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AHD-SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER_ 25 9s s - u e a 4s a s 9 7 4.5 3S 3 O 14 10 7 - - - - - 14 105 7 T5 45 - - - 11.5 85 55 44 &n - I5 7 4.5 - - 14 /3 75 8 8 - - 12 9 6 45 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE{ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. t4 12 1`0 - - - - 14 12 b 65 5S - - _- 13 10 6s 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE Fe ANS CHORS: 15 85 45 - - - - - 11 0 55 4 35 - - 8 8 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE o1STANCES INDICATED BELOW.FOR E D.IHSS THAN THE INDICATED,REDUCE ANCHOR SPACING 3S 9S 6 - 1J 95 65 5 4 - 05 6 5 -4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOYRNG FACFONS. 9 I5 - _ _ _ - 14 105 7 55 4S - - it NLS 35 /5.3S - - _ REDUCED SPACING OBTAON(b USMG FIVCTOR SHALT.NOT BE LE55 THAN MINIMUM SPACING N07GTED FOR EACH ANCHOR TYPE 24 12 - - - - u 715 75 6 5 - - - 12 -s 6 43 4 = - - FACTOR OS 8 - - - - - 10 75 5 4 3 - - 75 55 4 3 - - - - ACTUAL 2S 8S - - - - 12 9 6 45 4 - - - 9:5 7 5 4 - - - - EDGE TAPCON T{R£ADFOW.APCON WITHCHCHNOOLO)GY AEI.POINT SOUD-SET BLUE TAP W/CAP M����� 8 6 - - - - - 13 95 65 'u - - - - O5 75 5 4 - - - - H. B O DWANCE 14 @ - - - - - - 14 105 7 5S - - - - 11 83 55 45 - - - - EA MIL SPACING-3' UK SPACING-.3" IN.SPACING-3 1/2' MIN,SPACING =W 3 3/4- 4" 14'-0" 0 -- 10 7s - - - - - - s i 4.s ss - - =i 5 s5 3 - - - - 1 HV LADE CONCRETE , LSE DINCR TE a= POURED CONCRETE a POURED CONCRETE a pDRDOMCWE Cwj;E;EOLDaR 15 B - - - - - 11 8 S.s 4,3 - - - - 9 es 45 - - - - - V WINDOW CONCRETE �+M-3 BLOCK t/r MR.En..z t/r � 31°r M.T L9a Ett.-31R' Ea.21/r 12 9 0 - - - - - 9S 7 43 - - - - El, to 0.90 7.0 0.78 7.0 0.84 1.0 Is-o- 14 - - - - - - - 3.5 10 6.5 - - - - - as a 5 - _ - - - BLADE WORKING 0.81 iD - O.B7 t.o 14 - 0.5 5 3 -_ IN. UNISON6. 4 - - - - 0.71 051 7159eb 4S _ _ _16-0+ 9 0.35 035 9 6 8 6 49S - 95 7 - - - a 9 4 FLORIDA BUILDING CODE(Mon High Velocity HUrricone Zone TI0 2015 FASTEFN METAL SUPPLY,INC, BERTHA HVTM c' F7iAccordion Shutter System. 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ExCfPTpN:SEE NOTE 2 SELM -SPROCE PINE FIR SOUTH W/0-026(NAS,) 2.AN04ORS TO HOLLOW CeUNC SHALL BE AS PER NOUNIM TYPE It SHEET 17 AND SHALL CONSIST OF -UK i/2-COX PLYWOOD(1988 APA) IAS SCREWS AS PER IRIS 2012 SPECIFiCAITONS 4:ANCHORS SfL61L BE i11;fAL1.ED FOLLOWNIT ALL OF THE RECOMLION lATIOd5 AND SPEW)C noN5 OF 14E ANCHOR'S f1ANUFAG7VRER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ((T 2015 EASTERN UETAL SUPPLY,HNC. TM A■S■S■A■ RHA ter S �_�� /7,LrE c o �N c, Accordion Shutter System H.V.BIADE TF1 W/OR W/O KV,WWNDDW BLADE % American Shutter Systems .N DESCRIPTIO, DATE !DRAWING WN BY: RILL `vim r l4� „ TILLR TESTING do ENGINEERING COMPANY As30C;OtIOn, i/IC. 7 OLD 11-192 4/13/15 DAM 4/13/15 AAA 6? ow Ku.3dn.St.Ste,Ms.YMM ovum,rl.ofoD7 531 4268 Westroods Drive z �� *C PMona:(305)871-1530.Fax:(JOS)871-1531 NoWest Palm Beach, FIL 33407 3 5_0$5WALTER7®A.TUffJfr:PE 4 nAWA Liz.8 44167 5 EET 15 OF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & a HV+ BLADES AS APPLICABLE X. SHUTTERSP + 0 — FOR INSTALLATIONS INTO 00 WITH BLADE-0) ONLY SHALL p WALL FINISHED TO 105.0 psf, A.S.D. DESIGN—PRESSURE RATING, SEE SHEEJ I FOR MAX SP Ij "411 = D DESIGN PRESSUREFOR E 1)d -ORKING IN UNISON -� THREADFORM TECHNOLOGY 114'6 TAPCON OR W/ 1 1/2•Min.PENETRATION TAPCON.WITH ADVANCED THRFADFORM TECHNOLOGY ED -1---- OF THREADAREA TO W/T T/2•Min. 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WALL.F1Nt94 STUDS® 16.O.C:MAX PLYWOOD REO'O. - W/THR1/2•Nin.PENETRATION OF 2-MOUNTING SECTIONS CAMBE ,` 1/2'MIN.CDX PLYWOOD R'EO'D. REO'D.PLYWOOD TD BE WALL FINLSH—•(SEE OED AREA LNTS PLYWOOD SUIT COM�ANY INSTALLATION.NED IN ANY WAY ro �R HV WALL SILL INSTALLATION EXISRNC MIN,2i4'STUDS®IV O.C.MAX.REQ'. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET t5} PLYWOOD TO DE AITACIIE0 TO STUDS IN ACCORDANCE. ACCORDANCE WIN WITH SECTION 23M OF THE F.B.G. SECTION 2308.Or TILE @ HV WALL LL SILL INSTAATION. ♦SE£ A.0 OF©HV WALL SILL INSTALLATION FJa'c. lot' ' FLORIDA BUILDfNG CME Non High Velocity Hurricane Zone `1i111q{ITIHI//All ®2015 EAS TTIN METAL SUPPLY,INC. `;��`'�ERA:.?��C/j"•'%•,� A■�■S■A■ BERTHA VT1 Accordion Shutter System • �y Kv EIADE#1 W/OR W/o KV. WINMW RADE WA t TICCIT TESTING dL ENGINEERING COMPANY American Shutter Systema TEV.w oummt•HCN DATE DRAWN BY: MA- *': • aw N.N.Jath.5t.,St..J05,vsTarw owDOs.1tiDxoA iJt Association. Inc. I OLD 11-192 4 Tal LS DATE; 4/13/15 Pnoee:'(3os)HT1-1530.Fn :(3os)Ln1-1531 4266 Westroods Drive 2 DRAWING No 44$ E-nal.tafe ood. West Palm Beach, FL 33407 s -,90. FL Q • <t, EB-0006719 15-085 �f`�•, ORIO .•��\`C WALTER A TRIO Jr.P.E. 4 P�E''� FLORIDA 1x.p 44167 5 SHEET a 16 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & HV+ BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO W000 WITH HV BI:ADE ONLY SH D 05.0 s PRESSURE R I S SHEET 9 0 MAX W"' FINISH $PAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & 4A) WORKING IN UNISON 1/40 TAPCON OR - EO Ea--'• Y 6HN. YAPCON WITH ADVANCED 4x5' MHn.j IXISDNC THREAOFORM TECHNOLOGY WOOD REQUIRED. - - EDGE(1F AP172CA81.E) 'i W/1i/2•I�In.F'ENEHPATC7r7 ,STRUCTURAL.ADEQUACY ---- •--- OF THREADED AREA TO / O-2.3/ S.S. OF 00S»NG WOOD EEAM 1' MILIPS TRUSS HEAD 'To Be CERTIFIED Br' DUSTING WOOD HEADER. A.n MACHINE SCREWS REGISTERED ENGINEER OR OCISRHG WOOD (SEE SCHEDULE ON SHFZT TRUSSES OR 15) W/ 1/4•-20 NUTS ARCHITECT PR10R TO ED -- --� RAFTER O 24' 19 O 12'O.C. SHUTTER INSTALLATION. 1/2 _t/2. O.C.REQUIRED 1/4'0 TAPCON OR 1 , DR @ TAPCON WITH AOYANCEO — - - EPISD1 SO ,257• THRFADFORM TECHNOLOCY, / Ma W/ Vx4101W COW.ALUM.MME (IF 1HhD®maT (6063-T6 ALLOY)W/ H L.•APRONAL IXISTWG WOW H O 5.O.C. I (J)5/150(FO SCREWS TO .� (SEE SCHEDULE OH SHEET 15) Of ,S OF© I 1 or I©Or © �E RAEIERATE LAG�TRUSS. MIDN'm1H OF FJOSTING WOOD -E),=NG En AT Mw 2's4' f I MEMSM,(2'Min.NOMINAL E](ISTttHG-- HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS Mw.SEPARATION TO GLASS 1 ( {SLE SCHEDULE ON 0 CLASS 1 f) EXISItNG I 16-0 TO ACCEPT ARFA PENETRATION O TEIREAp£p 5/160 EAG SCREW ARRA VALID FOR G1A55—'1 ' AT CENTER OF TURF INSTALLATIONS WITH 72Fs! � � MAX.AS.D. DESIGN LOAD AND I EJOSTING �1ycea�on » 9'-0'MAX.SPAN,THIS HV WALL HEADER INSTALLATION 1�10D h clAss! 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MACHINE SCREWS 1/4'0 TAPCON OR iAPCON WITH ADVANCED SILL T ITEADFORM TECHNOLOGY W/1/4-20 HM TVIREADFORM TECHNOLOGY W/1 1j2•Mm. 'MLN• W/1 1/2'M•m.PENETRATION O 12'O.C. 7 J4 0 TAPCON OR TAPCON DAM AdVANCEO THREALIFORM 2•MIN. PENETRAl1DN OF THREADED OF THREADED AREA TO TECHNOLOGY W/ L 1j2•Min.PENETRATION OF THREADED ARRA TO ODSTING WOW HEADER.(SEE y OUSRNG WOOD HEADER. AREA TO EXISTING WOOD HEAOER:(SEP SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15 (SEE SCHEDOLE.ON SHEET 15) +SLS ATlurrs DAF usE roR ) (X)HV WALK—OVER..INSTALLATION Q HV WALL SILL INSTALLATION ONT s9 *HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A. r�� ®2015 EASTERN METAL SUPPLY,INC. `-'�:' ��C��SF•:�9:; — -�-��,� BERTHA HVTM �* Tm C O ZINC. A■S.S.A■ Accordion Shutter System _f-- H.Y.BADE#1 W/OR W/0 RV. N7NDW!6tAOE American Shutter Systems TILLtT TESTING tc ENGINEERING COMPANY oTscmFROx DArz DRAWN er. ALL Association, Inc. 1 OLD 11-192 4 1a+s DATE: 4/13/15 4` cam xe.3sa�,U.sta.Hos,MIe>xlnl cvmONs,fiDf4M SSL (3m)e71-15M.FG::(305)071-Lest 4268 Westroads Drive z DRAWING No rrFs+'•., `�``�� a main 611e0004eLGom West Palm Bench, FL 33407 3 5-085 rr 5'/ G �� EO-Oaobtts riprAHQNAL EC,111��` WALTER TUR A. ia�DiE FLORDA 5 P.E. SEALJSIIAYURE/DATE 0 S 17 OF END INSTALLATIONS n HV BLADE OR t WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS ri,•Ica wvoa >x SA FM V r S stws a>:wu. Rata St4tp$. T/••I 1ARW7 21w aft _ (AS FWM STUDS OR V/AM aanolc 1, WIwsn�vaa" ,. 4AL5 t •� raax / \ {^" STUDS Lw.w D3STM MASS C i / 9 aDSIDa tv 1. Ial SPM¢IM R �x m a a !•as 1/Y Ic+t mu An-la- 11 aus tsrE Ira a'0E771E PtYl9D¢ .�. 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Dpi n�[mwn d 4 8LA9E lA ON SF1EE7 19 w BASS IgE SDmI[L W SEA W SNFS Ia KIR .--_v_ D y S Ur 4 I " (�oR 4 -f3s�fl O-J-�41- `,au coral r., Dna rmm roGO rw sn4 �®.�CLQ-©-� P�N"�"®°R® ms . reav+ ©-@•x'07•Q3- Qe.p7•�-'J.O.i�- C�t�-Q•Cd-O•(�i- i 0-0 @ Ca)-@- Q:f3•E i� i� (7a•Cs=4•a�-�•C� DETAIL X END ONNECTION DETAIL (j) END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Mon High Velocity Hurricone Zone 'IuA rT pI7j7U 0 2015 EASTERN ACETAL SUPPLY. INC. t.. . �1v, BERTHA H TM c�+v 4 'IS �— Q S Accordion Shutter System ' . d INc. ■ ■ ■ ■ tLv MADE#i W/OR wJo KV.WNDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shuster Systems DATE CPA"�: ,,,� Z STATE OF = nsss"•"•7°1^•n•nO• 1�tta+u1° •Iwau`331D Amoclattonr Inc. I OLD 11-192 .4/13 l5 OA1E: 4/13/15 O. >^� 1ADna:(305)071-1530.Fa,t:(305)871-1531 t Pal Beach, Dtlr334ve 3 DRAWING No rPP. ` ORIDP .`��'.` e-mo7:UUC. -1,00ln West Polm Beach, FL 33407 J 15-085 �st � weL1LR 1RA7r4'.P.E. SHEEL 7� �YqqL-�` \� ROAM 11a 44167 5E.{'SG1111!»���RE/DATE P e 18 0 20 � wY ^+ r�aW& LIMMAMONS AND CONDITIONS OF 51.SE FOR 6FR M `u EW SIADEACCORDjON.SNITf M SYSTEMI WORKING IN A GZ70 -7 (O� UNISON INITFT NV RYINDDW BI/IDE AA YY Y `ice t.LIAX X&D.DESIGN PRESSURE PATWO:+110.- 110 P..t. 2.MAX.SHURER SPA*or 3.ALLOWED.NDUNDNGS.A,D,'G&H ON SHEETS%7:AS WELL,AS MOUNTINGS U.01 T.IT&W ON SHEETS 1$,&17, WOR O°0001 `° 4 5 �mHUT s;,& Im.OFPO .IAYDIrrDE INCLUDED ONLY AT DM=ACCESS SIDE OF TiN Oi NG TYP.Ek END • • • 1 S(A)fN—ml B1AOE 1®SWL.L ONLY PACINC OW A MNOON S OF 5.OPETN.NOS � (3"I if0lES)FOA®PER B1ADE AT SPA@!65 SHOWN ON 9ffET 4. MAX 5 (8)MRN.CLEARANCE FROM TOP OR BOTTOM EDGE OF 1N WWW RADE p! N.LLOWED�A °0{NDOWS ' • � ' OF.ANY So;-NDLE TOA®SHALL DE 12 WNND17W.DIADE� (C)FIRST.OR DIME COMING OAR FROM STARTERS AT ENDS MAY BE HY ♦ ♦ ♦ a .• WN.BiME-1 (D)HV WWD07!BLADE tO MUST BE USED ALTERNATETO A SOLID W DUDE 7Q �3S THRGUCHOt1T SNURER'S YnDTN. II • ♦ O p • a (Fa dAiES SHA1L ALWAIS BE INSTALLED ADJACENT TO A SOLID NY p • BLADE t AT ERHER SIDE OF THEME t t & SEE END t t (F)FxERIM F,T !N WMAOW�G PR l R6TALL(D 50'i1y1j TABS FACE Q 7NE I1IEJUOR OF THE OPfTstNc NG hRDTF.CIID.FiV WWOOW MtU5!� DETAILS ON SHEETS _ ♦ • ♦ g • ONLY QATALLED AND LOOKED USING A W SETING 70� 8Y l�^wiA. t0&i8 7YP. 9ffi INC. FULL HOGFTY. 4Sy( &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME T B BUILDINGS ON SHEET 15,AS LIMED BY SPAN AND DESIGN LOAD(SEE NOTES z PTYP 4 l &2 ABOVE). it 7.SEP ANCHOR SPACING SCHEDULE FOR INSTALLATIONS KID POURED CONCRETE OR CONCRETE DLOCX WALL ON SHEPT5 12& 13 AS LATHED EN SPAN AND DESIGN LOAD(SEE MOTO T &2 Ai OP0 � E D.MINIMUM SEPARATION Ta.MASS SCHWULE.PER ASTM E-1996: D H iTF'Top DOT10>I�� S) W Qay�OO(F} RIND ZONE MINIMUM SEPARATION TO MASS --��iNUMDE0 NAD i T1AU 3 1' ELEVATION MR.SEPARATION To GLASS COSTINGGLASS - SCHEDULE ON MIEET II FOR HAOEQ a — lND ON TFRS SLEET FOR B(.tDFS Q& VP. T 2 �� Q.GENTER)iAfES_C41t.R Wl�� . a t 4 @Na�y OR.�jS�(SEE NOTE 4 Ate) 6 y0+ rWh/L12 METRIC,- W/O CW/O (SE NOTE s AWM 1 PLAN TYPICAL lid HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* `----_--' N.T.S. '. FLORIDA BUILDihiG CODE Non High Velocity Hurricane Zone IAM41UIIllNt/!!I/ ®2015 EASTERN METAL SUPPLY.INC. A: , BERTHA HVTM ,- ��CE = /Mrkc i+ fes" A Accordion Shutter System O Lir c. ■ ■ ■ ■ KV.MAX,1 W OR W/O RV %MNDON HJME * �/ AmeT4can Shutter Systems Mv.He OtsmupituN DATE NXZAYAN W. N.L. /s►/ �l� TILUT TESTING & ENGINEERING COMPANY ms's :*= GM5N.W.3eln .se.3os.vuec¢Na ,.tLDNaw,,, AssactationA Inc. t OLD 1t-192 4/13/t5 IMI 4/13/15 STATF pF 4268 Westroods Drive z (305)571-153D.FOa:(3os)B7t-1531 DRAWING No �'TF.A OR110 .•�tc�'� —m —085 ETToa 1717�m West Palm Beach, FL 33407 3 WALTER A.FUR FLORIDA f 46167E 5 15T •�'s�l� N6``I a SHEET OF 20 t 2 t„ Y INSTALLATIONS Wf n HV BLADE & HV CENTERMATESZz � -cza°�-N�x•r WE 40 W..0-60 CM.V.STEM 2 Mox METAL STJOS AT 16-0.C. a 43b INTO METAL STUD WALLS * 083' ALO W --'"� TIz• �z5 � 1/4"e NOMINAL GENERAL LIMITATIONS AND 0 O ALUMINUM SLEEVE t 3j45 s t/49 e.Oas'Haat Fro 43c - 43a 72 0�o FOR BERTHA Q, W BLADE ACCORDION SHUTTER 6063-T5 ALLOY CONT.OAcv.SEED Haat CFLVLNEL o B'O.C. O 6.O.C.r �' SME INSOALLATION TO MEAL CJD WALLS ASTM A-W3 cm,OE 4o urn.V-80 � SEPARATION TO GLASS SCHEDULE :9 3.000,MVANRED FASTENED TO STUAS SS i i Moe. W/(z)/mt/z•IEK SCREWS ON I MSnNC tTNSti g 1. MAX. A.S.D. DESIGN PRESSURE RATING: t75, - 75 (ps>) MMOR a EXTERIOR FACE i AS APPUCABIE Qr 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM r MIN.SEPARAON � : ASTM E-1996 SEPARATION T' e ENGH+ I• ExISNC GWS- To ClhS3. ALLOWED MOUNTING � ON THIS SHEET. TO GLASS Gx�i, 114�O-20,K, " BOLT (SEE 3 4. ONL40 (2)n.35 ENTERMATE 21 W/ 4 HV LOCK ARE ALLOWED lm') SYFA 1 THRU 3 1" MUST PENETRATE WITHARRANGED A METRiCAI LAYOUT. USE (s" LONG, MINIMUM) MUST ALWAYS BE 4 4' t 3/49 6 1/49 0=5•Tt6CK W�.I DUSTING SNIS11 r 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.s73' azar MV.SIEEI.twwt o G-00 i AS'APPUCABtE I CENTERMATE u I .250• O N ASIM A-6S3 eT+AeE 4O{rer.c-eO i WLVANZED FASIVIED TO SIM N N W a 6 1/ozrtxlEX FACE SCFM%S ON i 43c 43a T- m tOR O 6'O.C' O 6'O.C. N L1/4"0-20 THREADS . dl v > > _ #* BLADE SLACK DETAIL FiVF IS ALSO VAUD FOR • -- 1/2' B cENTERMATE 21 APPUCATTON WITH BLADE 1 1RO 0 DLCO -LJ0K2UCD c3 ' ••-- 43b r2 � Q PRODUCTS FAB-LQK HD 9 t t A.6S3 C A <� ® s• o.a COMPONENTS Asn.A-L53 T 40 ::.:2: :. 16,,.c-eo cALv,srtD1 t' - I MS V4►ALL HEADER/SILL INSTALLATION METAL SN65 AT t6'O.C. n. NO FISH AS APPLICABLE SCALE:3/8•= t' (IYP.TOP&BOTTOM) ------- -- -- — — -- ---------- — -- 13/4961/4'x.-005- CK ttn. ZEXI5EfNG GIA55 Y Nr.GAW STEEL TRACK CHN'LNEL ASTU A-GW GRADE 40 W..C-60 r.;.= i.• ., I SYMMETRYCAL.. � I i E • SYMME7RYCAL ;:. ; ,:.,•..:•...,...;•� i /cz3 e / I 43a 43b 43c z I { i i i I MEEK 6R&HXTERtOR FA�CD ON MIN. SEPARATION''}:VARtE5=.' I CENTERMATES W/ CENTERMATES W/ I (SEE SCNEoutE) Nox I :.,EXTERIOR ACCESS SLOE;:. 1 I N;,.. :~'>; I w INTERIOR ACCESS SIDE -- 6'(mo) - -�_--- IN -- 3 (6-min.) — IN 4 , -- -- - -- 24 - - 12. 21 21 21 t _ 21 r� 2)42 -- - LOCATED AT`1 J� _ _ _ _ HV Hwam/SIL�✓ENDS VIEW 4 1 2 3 1/4• 7• (fi"Min.) .2"--� 6 1/2.1AAx.SLACK-* SIDE CONNECTIONX 6 t/2'('TYPTO TRACK - •) WA IM OLA-DE SLACK DETAIL HE ttOftIDA BUILDING CODE(Mon High Velocity Hurricane Zone \ µ{Htltltt 0 2015 EASTERN LUAL SUPPLY,INC. BERTHA HV,, IS 11LIEC C Q tr,�. A■ ■S■A■ Accordion.Shutter System KV.».ADE#i W/OR W/O ttV. WNDOW B� = American Shutter Systems DESc�PBaN DAC DRaWN Br: a.� * TILLIT TESTING & ENGINEERING COMPANY 63x N.W.awn.SE.5%.3M WMWA erAoeNe,Timm 33t Association, Inc. 1 OLD 11-192 4 13/tS DAtE a/ta/Is 1E-0* QTATrPhone:(30S)EI7t-1330,Fox;(sas)en_t6at 4268 Westroods Drive s °-'"�! 6TSopO s�" West Palrn Beach, FL 33407 3 DRAWING No ,c'., COtilO 15-085 /Q........•�G�```� WALTat A.TIJr.P.E. 4 IFO Q t /DATE FLOA Ur-f 44157 e SH 0 QF 20