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HomeMy WebLinkAboutProduct Approvalr Florida Building Code Online Page 1 of') ky��� •.. ° 4 it s � 0 $� �"a..- �. BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff '. BCIS Site Map Links Search . b a ani Product Approval USER:Public User pr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 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@easternmeta].com Authorized Signature Bill Feeley Irodriguez@easternmetal.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 12/31/2018 Validated By John Henry Kampmann Jr. J Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 rot AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF 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 t https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure ratin I Tor PST.nee sheet other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. (-Approved for use outside HVHZ:Yes INC. DRAWING 17-107 Impa t:Yes SYSTEM.PDF Design Pressure: Verified By: American Test L onda Inc. Other:Large missile level"D".Max.Span is 16'-0" or y n epen ent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV3 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tacks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Conyright 2007-2013 State of Florida.::Privacy Statement::AcceggiNity Stat ment::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 mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),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 emalls 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: https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 '" r. I • ( NERAL NQTE�: I.BERTHA N.V.ACE ORDON SINNER SYSTEM SHOWN ON TILS PRODUCT EVALUATION DOCUMENT{(f! HAS BEEN VERIFIED FOR COUPU!NCE IN'ACCOROAKE WITH THE 2017 19[h EDITION)OF THE FLORIDA SUMOING COOS'TOS ACCORDION SHUTTER SYSTEM SIAL.NOT BE INSTALLED AT HIGH VELOCITY HU�RICANE ZONES. - DESIGN WIND LO OS WILL BE DETERMINED AS PER SEE ICON 1620 OF THE ABOVE MENTIONED t DDE,FOR A BASIC WIND SPEEO RE"3)By THE JURISDICTION WHERE SHUNT R NULL TABLE OF CQP��NT5 BE INSTALLED PA H A DIRECTIONALITY FACTOR M-0,05, !SING ASCE 7-10 AND SHALL NOT EX:£ED THE M0MUM'(A.&O.)OESKGN PR;SSURE RATINGS INDICAIED ON SHEETS 11 1 4RU 13. 19&1•20. iN ORDER TD v8 SFY THE ABOVE CONDITION,uLTI xE C SIGN'MND tOADS DETERMINED PER At CE 7-10 SHALL BE FIRST REDUCED T 1 A&O.DESIGN WISED LOADS AREA 'I S HV�ADfS C D& QA BY NULTIPLVNIT*HEM BY 0.6 IN ORDER TO COMPARE'Th FSE W/MAX.(ASA)DESIGN PRESSUR:RATINGS URTICATED ON SHEETS L i Tt RU T5,19&20. G MERAL NOTES SHEET I IN ORDER TO VER Fr THAT COMPONENTS AND ANCHORS 1 N THIS P.E.Q.AS TESTED,WERE NOT )VER STRESSED,A 33 X INCREASE IN UL.O YME STRESS FOR MND LOADS W IS NM USED IN THEIN S STEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVE R.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTS HERS W WOOD. S+STEP COMPONENTS 21-37 SHEET J BERM NY.ACU BOON SHURER S(STEM'S ADEQUACY F IN WIND AND LARGE MISSILE IMPACT U AD HAS BEEN VERIMD IN ACCOROANCI WITH SECTION 1609,1.2 OF THE ABOV'MENTIONED CODE AS PER P° SHUTTERAL A55pLBLV I8-44 SHEET 4 ATL REPORTS: TT PICAL WNOOW BLADE&WWW OEM LL -HV BLAO£0 1t 214.01-03,10715.01-03./1004.01-4 S.#1214.01-05,10317.02-08.#O60t.O1-10 AND 0210.01-11 AS FER TM-201.TAS-202 AND TAS-203 PROTOCXS ANO ASM E-1888 A)tEk 2: W RUDE nl AND HV WINDOW BLADE t� AND E-1998 SIN DAM(UISSEE-LEVEL 0.WIND ZONES 1.2&3)&/1220.01-10 AS PER 7 I 20t.203&203 PROTOCOLS LARGE MISSILE, Cl H1ERE APPLICABLE) -MY WINDOW MM E 0 10505.01-08 AS PER ASM E-T 9B6 AND E-19SO(MWA£LEVEL D.'A HD ZONES 1.2.3)BASIC PROTECTION ONLY AND/072S.01-08 AS PER TAS 202 PROTOCOL. IV nM SHUTTER ELEVATION&HONES C Y LOCHS SHEET 5 "•TALIAMON DETAILS MR CdORETE/D ACK SHEET 6 2 HV DIADEQ AND NY WINDOW BLAOE T& ARE ENGINEER TO WORK IN UNISON WITH EACH OT,IER UNDER THE GENERAL LIMITATIONS 140 COMMMS OF USE INDICATED ON ;H(ET 19 IN:3ALt MN DETAIL$0-M.CONCRETE/E LOCK SHEET 7 3.BERTHA TLV.ACCO TOOK PINS(HV SCRCWG) USED AT$I WES KHUCXIE AND FOR DIRECT NOUN'CONNECTION TD TRACKS S1AU•BE 1:4x275 AND#j14%!.75'RESPECTNELY, 410-M MINIMUM SERIES CE FTERMATE OEFMLS HV SHEET 8 STAINLESS STEL.CREWS WITH 135.0 WTI LO SIRENOTI AND 180 kH TENSILE STRfNCM.PMI SHALL BE COATED WITH BERM HV C ECR05NI£1A C ATINO SYSTEM AS MATRA ACTUREO BY APPROVED CE RERMATE xwrwSING DETALS HV SHEET 9 COATING APPUCATE RS,REGISTERED Whit AMERICAN SHIM R SYSTEMS ASSOCIVION.PUNS MUST E FAR THE HV MARKING ON THEM NEW. 4.ALL.ALUMINUM 00 RUSONS SMALL BE ALUMINUM ASSOC1Al ON ALLOY AND TEMPER AS INDICATED )H SWEETS 2 AND&UNNUM YIELD SIWICM FOR 6003-TIS ALLOY IS 30.0 al AND 35.7 kd FOR EN)CONNECTION OETAILS 1-0,CONCREIE/BLOCK SHEET 10 ANC 3UUM SPAN TABLES SHEET 11 6005-T5 ALM. , ANN?TOR SCHEOtU-CONCAETE&BLOC: SHEET 12 5.ALL SCREWS TO B'STAINLESS STEEL 304 OR 3t6 NSE S SUES OR CORROSION RESISTANT COATE 1 CARBON STEEL AS PER ON 50018 W TH 50 k41 MRN.YIELD STRENGTH AND 10 kla MRL TENSILE STRENGTH. AM}EOR SCHEDULE-CONCRETE k BLOC) SHEET 13 AND$!ALL COMW'W/FLORIDA BUILDING CODE SECTION 2411A.3.4. AM NOR SCHEDULE-CONCRETE&BLOCS SHEET 14 6.BOLTS TO BE ASTL A-302 GM.VANIZM STEEL.OR AISI 3(4 OR 316 SERIES STAINLESS STEEL WI 35 kAi MINIWM YIELD STRENGTH. ANC NOR SCHEOL4E- WOOD SHEET 15 7.SEE THE FOLLOMN 1 SHEETS FOR ANCHOR SPECIFICATIONS KV RUDE Q: 12.13,14,15 AND 20 06 ALIAPOR DETAILS M-R.WOG) SHEET 16 HV BLADE QQ && WORKING IN U10E ON: 12. 13& IS OM A"T10N DETAILS S-X.WO09 SHEET 17 0.THIS DENTIN H.V.I CCOROON SHUTTER SYSTEM BEARS A I I.S.PATENT'!8'779.582.COMPONENIS OF THUS APPROVAL ARE COVERED.IN W IDLE OR IN PART BY U.S.PATENT 134 58,179 ISSUED TO EASTERN £NL CONNECTION DETAILS 7-12&X.WC DD SHEET 18 UErAL SUPPLY,INC q(tEA 3• Hy WINDOW BL OF,-&-ONLY 9.R SHALL BE THE F ESPGSNSl81UTY OF THE CONTRACTOR TO VERIFY THE SCAINONi55 OF THE SiRU:NRS WHERE SMITTEN IS TO BE ATTAC 1Ed TO INSURE PROPER ANCHORAGE.C)NTRACiOR TO SEAL/CAULK ALL SHUTTER COW NEW EDGES WHICH REMAIN.THRU FM IEAMNG IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO,APAIN T NiRt'-ACN. fYPt JAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST i FAR PERMANENT LABEL IN A VISIBLE P ACE WITH WARNING NOTE: OUAING PEF ODS OF HURRICANE WARNINGS HOME C BNER,TENANT.OR OTHERS.MIST PROs ERLY CLOSE ALL IW AND HD CEHFERMATES AND I NCAGE OR LACK ALL HV AND NO LOCI S.. ARRA 4. IW WiN(1(,li w BL WE CD ON IT.SHUTTER MMAUFAC UREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ALCOR ION SHUTTER IN ACCORDANCE VAIN S£:TIOR 1709,9.3 OF FLORIDA BUILDING C)DE.ONE LABEL SHALL BE NST..tLATION RETAILS. METAL SILO NALLS SHEET 20 PLACED FOR EVER1 OPENING.LASEUNG TO COMPLY WITH ;ECRON 1709.9.2 OF THE FLORIDA OA.DUNG CODE. _._.- 12. BERTHA N.Y.ACCOI DON SHUTTER S'YSTEM'S 114STALLATOR SHALL COMPLY WITH SPECS INDICATED N THIS ORAW9NG PLUS AM BUILOIND ANO ZONM REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APMIEO'0. 13.(a)THIS P.E.G.PR PARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION 'OR•A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONOO'IONS DEVIATE FROM THE P.E.D. (D)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION.PURCHASE AND INSTALLATION MUJON)T LIFE SAFETY Or THIS PRODUCT.BASE I ON THIS P.E.O..PROVIDED HE/SHE DIES NOT DMAIE FROM TNI:i DRAWING SHORN ONLY I If USED TO THE CONDITIONS OEI UMG ON THIS DOCUMENT.CONSTRUCT)IN SAFETY AT SBE IS THE CONERACTOVS RESPONSIBILITY. (C)THIS P.E.D.WKL BE CONSIDERED INVALID 1F ALTERED B'ANY MEANS. OBlAiN PERMITS IN THE STA'E QE FLORIDA E4)SITE SPECIFIC PI OJECTS SHALL BE PREPARED BY A FTA RIBA REGISTERED ENGINEER OR ARCHIT 3:T WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJEC AND WHO Witt BE ESPONSIBL£FORD E PROPER USE OF THE P.E.D.ENGMET R OF RECORD.ACTING AS A DELEGATE I ENGINEER TO THE P.E.O. ENGINEER S'ALL SUBMIT TO THIS EA71ER THE SITE ;FECtnC DRAWINGS FOR � REVIEW. (4)ORIGINAL P.E.O.:HULL BEAR THE DATE AND ORIGINAL.V AL.AND SIGRATURE OF THE PROFESSIO IAL ENGINEER OF RECORD THAT PREPAI ED T. j11l1/EAI 1A��iw __ FLORIDA.3U1LD1A+G CODE Non Hiqh VeIccily HUrricone Zons i11H �, /�`f�L _ 02M7 TILTECO,PTC. � 02017 EME�RN MMl TAL SUPPLY.INC. t 13-ER� HIA NV A► S SA IM E C Q A.S.S.A. Accordion WA System ��_///,y xv L31LDE 111 wjc1T wjd xv.tMNDOAF EEADE . J7/� } American S�TEL6r S�a;(IFIL t ,01 OESNM )AN DRAWN IM LC 000 Ai-1FC� Titkit TESTtNG h ENGINEERING COMPANY 1 7 Ax On%It".3Nh 5L,SI, 3W,VJORA CARaa9.MOOM 3314 AIISOaiQ(IOFI. Inc. 1 DLO 15-OSS 7127 1 DATE: 07/27/17 I A ph :(305)871-1530.F...(305)671-153/ 4268 Westroods Drive 2 DRAWING No :Yt ;pt ,. � HL4 . t- I�9mak. a West Pofm Beach, FL 33407 3 17-107 '�$/ANON ti t+1 TAME t A.91tE y.P.E. _ P.E.SE•it0ii6'4AIYURE/DATE nGR DA LTc.!4u67 a SHEET OF 20 i1 +a'M foR VEMN TK© c p VARIES -L . i"° xi y `_iiia . .� � 0tNiVSA �785 HL / Eg • OIAUFlEO OR USE W/ COVERED ON(6R US PAT 545817:HEE7 QUALIFIED FOR USE WJ NV BLADE �HV DIRECT MOUNT N1 8U(DE� • 600 - C IEMPER QUAIJFlEO FOR U E W M H 63-f6 Attt���OY AND TEMPER .� 8LA0E� n« *SEE U611fA I C F USE OF BLADE�CMt I9 '�i063•.sii:.At14Y R {• �•' 6063-I8 ALLOY AND IEMPER------------- 3556' 1 "'1 .044` 670' 2 842• 1 I� 2^ .... 11 14 .................... o IHV Abp. AbawrE ' _ 3,22V �'� r« UEIEQ ' C8l�WALK—OVER TRACK � TRENCH l� O C UALIFIED FOR UgE WJ ttv \.�i°IjV TRENCH 1 RAMS L6 �y ADJ` 6083-18 ALL _TEM'ER BLADE fT 1 gUAUfIEO FOR t!S:WJ FiV ,� DE QUALIflE t FOR USE W/ 6763-i6 ALLOY /lY�tb TEMPER BLADE(DON Y. tit( },� RAIN{iUARO BCAOE 1 VwlEs 6063-T6 ALLOY ANO TEMPER 4UAU-IEO FOR U E W/ FiY 6065-Y6 AlLOY TEMPER l- t p" VARIES t.930' 6063-T6 ALLOY A6 IEMPER g �917• 3 ,f 08 r 083• .: 7.0 .093•.100 IT— R 1 ♦ \� l 70�T 1.686'-.I 4• 670 1 HY HEADER/Sit _ \t t= ITV Ci jj�NG HEADER � / �3i HQ GE�L►NG NEADEH,/SILL QWUFIED F06 USE W/tN BtAD£ 1.ONLY, gVA,.tFlE 6063RT6SAtiOY A BEVe }ONLY QUALIFIED FOR USE W! HV 8LA4EC/J 14 ND yyAl,�,llEAbEi;,[$i(,{,. SEE S1'CT(ONS FOR VAU SEE !ECTIONS FO VAUOltt. QUAUFIEO FOUSE It ttV 8463-I6 ALLOY AND TEMPER 6063 '6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND IEMPER ! I A a Tt 112- coupo"Bly ; X Y 'iMl X/RL Y MN t � 2' • 50t 2• !•MAT'. t/8- � s TF .�1�8 { 2" .•MAX. Ata2'•0.192' � !l =1 b �jj 1�A��t£S ' �0 rLQ�__RMER POSTS OIDJ ALUMINUM ANGLES i� 125- l•M"- 0.19T.4.tso^ Q AUflE 1 FOR USE W/tIV �.1LiFlED FOR USE W/HV BtAOE CT) QUALIFIED FOOL USE W/ I V ---1 — • MADE 6063-T6 ALLOY AND TEMPER + BLADEG1 ONLY. i 2' S.MAtf.i O.1S8'{0.131' 606._T6 ALLOY AN TEMPER 6063-T6 ALLOY AND TEMP:R FIORIC k BUILDING CODE(Mon N'h 9 elocity Hurricane Z no' � ' t. 4 02017 WEC4.INC. • It 2017 160 11SUPPLY, INC. F39M FHA p ,+C ease,, TAccordion Shutter System ca .N S S A LrKV, HAOE#1 W,OR 1�0 H.V.W1NDGW RADE American Shutter Syshms .s 4Esulma DAIT oa\Kl er LC S t7T' VI) �r TR.LIf TESTIN 3 & ENGINEERING COMPANY Aanoatation, Inc. 1_ OLD 15-065 - 7 7(! wtE: 07/27/17 I�1•Vt. i 6M5 M.w.76uu'A,u..30.5.VAC M Ok"M.rt01W6 3310 - p' l Phi ;(305)01-1at0.I-:(205)471-1331 4268 Westroods Drive 2 DRAWING No Oft N `` •ma tm+cae6mcan West Palm Reach, FI. 33407 s 17-107�� A• • `" •�aV I\'+ WJ.TER A.7lUT1JI.P,E, a P.E:sSi ,,•��A7RIf'tE/DATE t.OACA U.t as/67 a SHEET OF 20 = /-- —�. 4.}60- •---� I X.`29 rW C - 1576'74S ..�- +� ' 2.22 '_;i F f` - a. RtADEO e"+°6Eo VM�R[OL ,1•-7 t1 r t[ _ 3�- (I• -Y f I i 1 TtPT g� ........ � AMM /iMm 4 C�LIFJ = xNOe.To SCREW 1 �_ I ixw(000w pdt6ut 9A7[5) tv Y CENIESMATE • , ' � 7USE W/ tN AtAOE t QNL tHAY FLOATINGTIM � ���t6 ALLOY AND TEMP QU }EO FOR USE WJ )(V EGRESS K E t ac A-M' QtJAL}F EO OR f W/STV tri IAUFlED W/ )tV 6065-T6 AllOY AK PE )E E06 & + ONLY. B ONLY. 1 LIFTED FOR USE E (ONLY as AND TEMPER PIASTM.NEED 2.07r ' s.36D'MER RWETW mi BEFORE 4NVING 20 IKI i/d"ti4-2Q RIVNUT+ ' —i 1 _ •� ,,�,11p *SERFS 9444 ALWIMI(1031-1]AaOT)URCC ELAA'CE ttlYt SHE"ROlsm.Ppa 1 caw As WASAc1UR10 By Avm a = !- ,•, a6 LL iAR3 CRERRY TWMK PAMWPe1Y,WN JMV 07454 M EWA- PLAN .. FRONT[TLYATTON ^' •,"', HV MALE "T" LQ4: ..sae- " " LOCK 2 LgCKER Ft IR "T" LOCK .RTERMAT E RED FOR USE W/ I IV BULDE t ONLY k1-Y i' MA "I" LOCK CEW RWE, Hy 7 LpCRICI; k�LYERk-50SEATIV . 6063•-T6 ALLOY ANS TEMPER QUAi)f}EO FOR USE Wj HV 8tA0E{1 ONLY Q���F( USE Q�BtIAE 1�ONlYtY tN ED QUALIFIED FOR LSE W/HV 13LACEG,ONLY 6F R U W/LOY AND TEMPER W/HV EILAOEI t OIILY. 6063-•T i ALLOY AND TEMPER } S ' 3.161 Ly IF - U M + DAMS URR 3' � ALT C1 R oOR U-1:- !'.2" +SLY C73N0[R q -2si'•n'- ( � •- •,- Da 31 .NQ�ENTERM M ��� � HO�H7ERMATE w/ LOCKI RM a o 0 QUALIFIEp & A, QUALIFIED FOR USE WE HV BtADE(1•,•& A , INS 63-76 ALL AND TEMPER 6063-76 ALLOY AN) TEMPER �'•� " vN IL ' QLAtISE RUSE W[- ('.-la31E6 ALLO'ANO TEMPER(SEE 1 LU° - OR KEY LT' „ CYLODER —n--Jt[S1.76 uv. c i -4bQUALIFIED FCILV BLAU r' jp"� 67 ACETAL HV 1,[a” 0-20 AISI 3Q4 DY RECENT IAROWARE MOMME LOCKS SERFS 233: H00}E ECLT LOCK. 6063-T T ^- QUA USED FOR US£ W/tW WOE31,,k C5 RVSTALLATIO. IRE A 7116" )ICLE THUMBSC!31:16!$ SERIES S.S. THUM6SCRE1(�OPER EMBEDMENT QUAUFIEO TOR , iV BR DEO QUALIFIED FOR USE wj Hv Bl �� p(app BUILDING �Qpt Non High Yat.}cit Hurricane Zone • 1R411)1�LA is. �!(,,���i 4r,01 Rte. + 02077 Et3TERN u PPLY,ifAt SURTC. ER III A S S A �y-- ['Eco Fac. „ „ , FI Accordion Shutters stem *; • r'. 1 T American shuH.r Syatecr s )Lv BN/OEt WJ CR wji}ttv VaNDay t)Lh1DE-- C *} TILL1T TESTING & ENGINEERING COMPANY Lv K Lres[a1nw7 OATt LwuwN ar: L.C. •�o S•s TAT usa ILR :aa.51 :<.74i H7tww cAAeo 8 haQ+07.4 Association. Ina. , OLD 15-085 2 1 5A -o-772-1/17 t� �E- PM .:pos}en-,sw.Fa.:tsos)e»-,s31 4268 lYestroode Drive a �'•,. Q p 115 .-m a:uK.eeeoorca. West Palm Reach, FL 3340: s DRAWlNO Na �.� ..........• a ,� ED-0006719 • Y 17-107 '•. s _`�� R tutUt R A TUO w.Y.E. ,•�+ 16ATE oA ue.F 44167 s —-—._-- —SHEET P•E• 'tEgE4� A j)AI�DA7E a 3 OF 20 SHUTTER p SSEMBLY SCHEDULE OR sre• '=c1 NVQ HV QAl at -4 ® ! ? wrraf via ss• Q HV BLAt E 1 y 0 HV GLA(E 1A 'i ��) _ ( • NVwa R71An[ ' os2a• �„. AS2a r 0 HV LONI1 RECESSED NYLON BUSHING - - = x .0525 els" Y HV SHO IT RECESSED NYLON BUSHING 2 9 a tom} 0.06 (01 HV NYU N HAT WASHER G)OR® 011 HV WHET 1 CARRIAGE AIS( 302-303 SERIES '� 6.870"x (18"THICK NYLON WHEEL. n r eti 2 7�a• -.! f M+Mom / 0.188`6 JUST 302 SERIES S.S RNETS — , 314'6 I PLF�R Ni BETWEEN A615' 03 75" HV 1 3/4"ACCORQION PIN W/ #8 HEA) rF EXTERIOR j J OPeFNIADEms' •t 6t 624`HV 2 3,'4"ACCOROKIN PIN W/ #8 HEA) o �} s �8��nMal --441 ..14 � —E t(ENw POLYCAR;ZONATE IMPACT RESISTANT HV%%NDOWR+(TYPICAL NV WINEUN—BME AND or 1 P-OL)=RBOWOR 0 NATE OTC FOR QOR �e e(jj�{�gj 1E iIAP(CT�RESIST41 HV WINDOW BAYER MAXROLON 3103 POLYCARBONATE 71R �� Q i TO OU c1GOTIPu INNOVATIVE PLASTIC2E GRADE RESIN ES N H�+-�(*�)Ellis REM AT EXTERIOR BLAO E KNUCKLE FOR # i Q OR i (- (SEE NOTE "F•ON :1wEET 19). (1) HV PIN (D S HALL ALWAYS BE USED AT ALL EXTERIOR ` ® - } BOTTOM KNUCKLES OF HV ACCORDION SYSTEI I W/ HY 0 OR ? ; POLYCAR80NATE SOURCES F(R — + EXTERIOR HV A BLADE. f CAL SHUTTER ASSEMBLY To,"7i0PpI[7 "'om 'a"" HV PRN OR�AT . W! .a- (2) W FIN.0 NAY BE USED IN LIEU OF (9 AND ONLY AT EXT MOR_ v. � _ _eUOE'S RtTt7CKk.E. PtGSWs EXTERIOR BOTTOM KNUCKLES OF HV ACCORD]_)N SYSTEM f I w/ HV r J 90.3!C-. (SEE NOTE * FOR EA1rn0 CAW MW P7.2 60 3 BLADE WHEN COF RESPONDING TO INSTALLATIO J "11"• Sw}EET 7. 048= + O 1' REQUIREMENTS) i t tee+ AyW a �«b P. wo sc.1 TYp• ' aao Mu"s1Aa c1a axon Amu Ono 17,5 b n.A 13AW P.J. (3) HV PIN ®OR 0 W/ 1/2" Q.D. 1/,18" THICK S.S. WASHER tl ii IMA"UM us ASW o740 amu 0 o-u 3.5.0b0 P.. SHALL BE USED 'OR DIRECT MOUNT NSTAI I A NON PER DETAIL X, ? ( . Num - SHEET �} _ � ,f hoe>K0'zaa' xsW ozM% m R+-ml a 2t-w�ur J+rj[ OlLtt Neecvsmcs INFELGAR ti DETAIL sua 1 o' A 411 x 40-6 x �IILY LAYOUT 7A[ a Ila r.c A541M o 005 ras C.1 cuss b-1 cussM snr rtnrmll Am 0100 +a 27 4aD•r Asn Wss 1062[51M.M AnOl NVAI--4Asw Ona 971 t 1.i aa.b P," �y BLUE SOLID & fA HV 1VIND-OW BI ADE DE 'AILS WOK MAIMAQ AM ala 411r PAS am P.2. N.T.S. 1 p,rrn rug,.. fLORY►A 89MUM OWE Ron Nigh Velocity Hurricane Zone t f/•4" 02017 T1t.TECO,IRC. 02017 EASIER I LVAL SUPPLY,RNC. BER_.._ I r .SuSnAn 3 A WG. Y American ShuNer Syal(ms ILu Accordion Shutter LIE co EBLADE p WjgT V/D KV.1AINDt7W BADE TILUT TESTC IG h ENGINEERING COMPANY .R oEsuRulga OAT[ BRA"Fir LC. �i rr Asaaclailon, Ina. 1 OLD(s-oas /2z/1 aTr 07/27/17 IVAN. �r rr &MXz 31w$1.sa.3w.VftM uabors.na:aa 33• Pna (30!1871-IBM.ft.:(305i)a77-1531 4268WealroodeDrive 2 S -.0V rzloc ae Wes( Palm Beach. FL 33107 3 MSHEET o 1;t/Oi�t�N. vAVERw10.672 P.C. 4 O7 P.E. SEAL/SIGNATURE/DATF 'Leal"1k.0 44167 3 20 • • a c o 7 M x : r . U i *NOTES.0 4 BY LOCKS AND CENTI AM N 1. 1 CROMON Of ONE HV LOCK 8 qr a is OE USED AT T/20F SHUTTER SPAN fOR AIry SPAN oft 14 ABOVE M 2 OF SHITTED PAN SPARS UP TO 105:A!0 FOA FISrAL{�TKINS T ANY ELEVATION;HV[OCKw#2T 0E USED ASA },NSIDE OR OIT15'IDE LOCK,ATTACHE(•TO oR CEWERMATES W T( 1/41-0 x 1/2•LONG FLAT HFAD SS.ILS,LOCATION Of LOCK S(AL1.�E AS 1 0 ON TYFhCAl SIRNI7E t ELEVATION. + 1 t 2. O'DESIRED.FOR BETTEI PERFORMANCE OR FOR SEp/FJiY Pi TtPOSES,UP TO TWO 101 t tOCK4 VMS 8E tISE6 AS AN INSIDE OR OUTSIDE LACK.CONNECION Of JOCKS TO CENTVW7ES i OR®SIIW 8.AS INUCATEO ON I10TE((1)ABOVE _ LQCACATION OF to Ff :(S SHALL BE AS OrDiC11T£O ON TYI ICAL SHUTTER ELEVATION. 3. .0 1�+iQIT1iEDRY COTtDDbN ��� LOCKIM RODS ARE NOT REOUIREO AT AMC A)E POSITION, BUT MAY 5 '"�"N' « MAY ALSOUS ED F OF SIRED BE t SEO ATOSFACKING POSITION(NON HURMO HE POSITIO OCRING Q DR A4 ALTERNATIVE QEVI£ • Ir 4. @ ONE W LOCK 4' 8E ti5E0 AT CQAtER COO TdtATES FOR AN'r'SPAH I AND 71STRlA1K1 NS AT ANY ELEYAt10H.I(V L) J ar S4 BE USED AS AH OUTSU E OR W530E LOCK, xVc AT TOP 8 AICHED TO BOTTl TI SEW.L COP USMEE'OM LQC�'R014 tb (CK-20 5!U l BE INOICATEO ON TYPICAL SHUTTER ELEVATION. NAX11"SHIITER SPAN SHALL BE DETERMINED AS 1ER SCHEDULES SHOWN ON SHEET Y.. s- BT_To • !f. Zf4 ONE At IMME EIV LOCK MAY BE D(t1EU Of t{Y�L(OCK or FOR ANY SPAN AND T 1 >: I'VE=Al ANY ELEVATION.AL TE LOCK �MAY 8E USED AS•�RSI1)E LOCK.ATTACHMENT �S OF 1/4'1-20x314'S.S.THUMBSCREW TO�,OR CENTERMATES SHALL BE MAGE W/ S 14.0-20X3/4"AIM r f y x + isj� RNNUT AS SHOW i ON SECTION HVE.SHEET 8.ONE I OCH SHALL BE USED AT 1/1 OF SH MER SPAN OR TWO I 1 C,�=11lf i7 ! C' LOCKS AT 1/3 CF SHUTTER SPAN, f"• y '�'' G. IMINIXIM 4OHNN 93 FOR KEYISTORE I.WSIAL!nON1 ONE HV LOCK Q of 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'•ABOVE OR BELOW 1/2 Or SHUTTI R SPAN FOR SPANS UP 1 TO BO.AND FOR WSYA LATWIS AT ANY ELEVATION.H If LOCK or or MAY BE US D AS AN INSIDE OR OUTSIDE LOCK,AT FACHED TO a or 0 SAIMETRICJLL.uENTERMAIES Wp(2}T/4'-)a x It,•LONG FLAT READ S.S. SEE END— Pit KS LOCATION OF LOCK$HULL BE AS INDICATED ON T rPICAL SHUTTER EIEYATION.USE OF .00IONG RODS .9 W/ DUAILS OWN a s s L x e x L r i o r y ti tY 1 OR TOP AND IOTTOM IS COMPLETELY MANDATORY. - SHEETS 10& 18 TW. FULL ' " ' •NOTU ON MY "T" LOCKS AND CE+ij,EERMATES: ' I OF CORNER _..— __.--..__uumra.mx -- • 1.$991LAW CONORfON/4(pUtn BHLY FOR FN--'F'= g AND CE 4TERMATE ONE ALTERF-ATE M! S' LOCK MAY 0E LED IN UEU OF HV LOCKS OR i FOR ANY SPAN AND :�,u0a:.:1 r S,l« \ TA.LATIO AT.NY ELEVATION.ALT NATE LOCK Y BE USED AS AN INS OU IDE LOCK.ATTACHMENT OF LACK 9 iK I UO£S USING REINFOI t.00KE �j AS SHOWN ON SECTION hVG.SH TET 9.WHICH MUST BE 16• `a T(�7•.10 C....+(0 u ----� CONNECTED TO C--mm UI s`49 AND�1 W 1 4.0- x 1.I/2"LONG S.S.THREFO£0 E XT W/7/8`1 x 3/32" r. �..� WINWT OR W/ 1//4't-4N SS.M.S.INTO A ij4'Y�'Sj8"RM+tUi JOCK MAY DE DISTAL EO AT.FAFDSPAH OR 12' '� 7 �7 ut& +r`7.•�o, AWOMOM ABOVE.J7D BELOW MIDSpAN. USE OF TWO l OCMNG RODS `1pP AND WTOM IS MANDATORY. *NO7E HD LOCK 1, un CENTIMMA $M aD{ill W1 ONE ALTERNATE IID L00f(3j 1 AYBE USED OT UEU or TYPICAL ff j NY BADE SHUTTER ELEVATION Hv►oars «;0 FOR ANY SPAN AND NSIAIATiq&AT ANY EIEYATION.AXTERNATE IID LOCI (R WAY 8E USED N.T.S. AS AN INSIDE OR )UTSIM LOCK.ATTACHMENT OF HD LOX t 'TO®IS Wj 3 18 x 316'F.H.S.S.M.S..AND INCLUDES RMORCEUEM INIERr- 1 AS SHOWN ON SECTIONS HOB-HV$AND HEC.MIO.SHEET 14 LOCK NAY BE INSTALLED Al • MIDSPAi OR 12'I A1rMVM BELOW OR ABOVE M)09PAN.U X OF LOCKNO RODS M S CWLVEI Y OPTIONAL. 1AtNA�tAAsyA� -�T�T1LTLT�c-Tt7pT�.7� ��IBM CODE 4W[.L�O�ig(�fiV.locity Hurricane one 11F,S{I,�'..- •. /f+""- 12017 Timm 1xc. 02017 IARER1 NEPAL SUPPLY. OIC. IR IRA HVII, !!i, ECO L14�. ,Is,�■s.a. Accordion 3hu#ter System r *; American Shaffer Syete Tu tLY.Btl�£�1 Wj OR w LOCA` 0900WNWBEADS +q —Q� j'� . I LLIT•TESTIN F h ENGINEERING COMPANYSk '' "5A 1'. ^'•+1I t` Y Aaaoctation. Inc. r OLD 15-05 T ?► DAn• 07 27/r7 p 1L slag e.•.saw SL.5W.3°3.%WM ea40M RMA 331 Peo•r:(1031171-133 .re.:(303)°71-1331 4288 WelVocid3 drive a [S* '••:.:,.... Z!�r1tL <-rnok s1+«a000e:wn West 3'aim Beach. FL 33417 3 DRAWING No s/0 NF' F Le-3003710 17- 107 WA.TCR A - f A.P.C. C SHS OF 0 P.E. EAlj�1Ct URE/BATE " r- r rasa a r--CONCRETE ANCHORS POURED CONCRETE POURED— _-/"fir POURED R •\ G , (SEE OMR U AO— HT I) REQUIRED i 6tp S.S. CONCRETE AC40A5 CONCRETE ANCH} —_ `•— T I 1 S Elsrae!(SEC UWAWA(IDON 5)to 1) �,(SCE SCHEOULE ON I W/1/4'-2q ' --- (SEE SCHEOULE ON SHEEN 13) ` 1^ _ SHEET s3) NUTS tr t2'O.O. •- G) J •'Yin. 111+ YlCHSTE SC14EW3 USING r 1/4--20 NUTS Eo E' • f .250"Not. - _ 3 OR 5 • .E 0.• `_-- 'r Sr E a+ f.-.._: 13 OR Q i f . .25W Att4. r . I I OPAOttAI . i' 1 141 stWLatrl t IN aAS1� t t'taral4Em vwut aN 9tET 1t t —4j,OR �• , NN.I EPARATION TO Gush ) -..� avmdlt R NDN.SEPARATION TO GLASS t �GLASS`fii( E S(FEgftE ON SHEET 11) _!�._• :—(SEE SCHEDULE ON SHEET sty E)ISRNG1 1 P CLASS-i CAAj IN WALL HEADER !�ALL&TM ;C�W-2 YAt,� HEADER 1N�?rALL11TiON t!Y WALL NEAdEit tNSTIILLATION + KEYSTONE GLASS SW —,• Yat.$I PARATION TO(LASS Sa egos sam t 1 t OR 'g-* qIM SEPARATION TO GLASS ! t (SEE SC!EObLE ON SHEEE tt)— j 11 Ern BINE m40� f (SEE SCHEAULE ON SHEET IljCLASS ar sat it iEUttSQ.t� Y E)61M t WTIOHAL t' •+ CLASS-- 1 E _ f f OPTIOM i f• 1/4'Vat. -y `-- 7 Itat. (CRE.It 0- Illy i E G.� 1 ! - T3 a. Ti2 r-- - i3 at �"J 1_ E4Lt •---- 4.-ZOn3j4•s.s.E _Eq.� P 4,Ij S HF4(— VACI41HE SCREWS USING ` CONCAEIE ANCHCAS _1 +..20t)/4'S.S.PlRUIPS —COXCREIE ANCitOF't 1 '( 181._ tj4`-20 YIRS O +2'O.0 .-�'•�. t_(SEE SCMOtAE ON —. t "HFitD NACHRi<SCREWSPGVRE (SEE SCNEt)1tE OS•SfN:fl '_.y._�� j qR REDCREtER6EOEXWEET1W/ 1/4'-20 NI1TS O Ix"O.C. OR COWltly �NCRETE ANCHORS REQUIRED BY WALL SILLiNti• (SEE scNEaxE ON - POUREDCOIiCREtE_ SNEER OR tONCRET£BISIMti) OHV e*xr_•L SILL 1NSTALLABON �••-- WALL REGMEO HY. WALL $iLt tNtS:�ttSA'1L4J3 NQIE FOR C 9HNoR Oi ( INSTALLATION DETAILS W/ I-SEC SHEET 4 EOiT TTp CAN.StNUT7ER •E.D. .EDGE OISTA:CE ASSF?taLY ♦ SEE W ATOLLS IIIc MR ;1� (ji) Q( 2-YOUNRNG SECTIONS CSI TE COMTiQ4O (S-1:1i £:PECInCQTIONS CN SHEET /3> BUOE t ON SHEET t4 ' "ff�T�E.--��Y BLADE W ANY WAY IO SUIT ANY NSTAt.Ai/Ott. N I/I ..Its �h Ve ocity Hurricone Zane 1 QAIDA BUILDING CODE tion ,al 1(7 fl S ✓,eL a 1017 1111tEttr00.///1N���C _.•,02817TA31ERN i V&SUPPLY.M : . ,eT�. Aso.SwAll Accordion .1hutter System 'sKV.UAVE#1 Wf OR W/0 KV.IMW[►,Y tjULE TILLIT TESTING k ENGINEER(HG COMPANY American Shutter Spier is ,R , r�y'•.,- t...... "._� asa N.r.sua St.t a.1330 .-F..:(305)COMM 1-$53 ssl Aeaoatationt tnO. 1 OLD (5-(4S G/27 1 aft: 07 27 17 f PA...:(soa}_m1-tss490OW (305)671-$531 426$ WestrnGda Drive 2 i OMM9"A°" West Palm Beach. Ft. 33407 1 DRAWING No ��rrrrrrrrr vr•'' WALI iA A Moi.N.P.L 4 17-107 P.E. SEAL/S,,;NATURE/DATE 'Efa° /"!44'x7 a SHEET O 20 CONCRETE ANCHORS yy—¢;r.� —.""..j-._ �..-.__. ..•-�- POURED Tup REOUnE ..._�V-_(SEE SCHEDULE OR SHEET 13) (.I � ;g��µp r* R aftVio I L N jam t r 1 -}-- or EDGE OFrel ua t patgwr l WHOW9 1 �� E qa '- �ttH T^o>t weal y 9 IF I °'•,4xT ro .r • RNAI EMWcArc (10x3/4•HEX h HER READ 3p HDL T EK 9CRW e 1 . O.C. ) E OF CONCREIEANCHORS �-"' IF (;fEEDULE ON Ef 13) E10 :•• APPLICABLE AS EXISTING ; r /: SE NXINCuss„' � i/x" 1/i r f OF AA PIj,E- 'aTHE== E.o E.olow 604 Pt1RAetE PoUREI- �- D•• FEAT HEAD CONCRETE ANCHM "4 1!11% O _ ._ __,- p { REQUIRED (SEE SCt[fOtttE OH SHEET t4) s 0t i i oR FUT HEAD CONCRETE ANCHORS OAS•d�Q9 f 0.• i-E.0$ (SEE SCHEDULE ON SHHEET 14)- 11 BOCK.INSIA TIONi ONLY FOR U 5 TO+70. -75 PSF AS.0. &HV CE I INCA INSTALLATIONL 01 NV WALK-OVER INSTALIATIQA S PRE RE WNG AT FOR SPANS PER _ aa3+wa • ,. CONCRETE fits HORS '"'f Y Ous7 q7,a o.t SEE SCHEou E ON -"1i°�n -a MEET IS) t/4V a*AVWAUD.9xT,,n I � E7HS(AYG•,_ a�1axa ro 3 EX4TWG-i ` 1 Ex4TEiC ..��.. ...:'�._ "log l 00R VPO MUM 1/4' � CLASS J, � j gm It „_ i Isco N wm*vowtS W/ I ice. t _�! w ru+trnw n T 3/P AOL oeOton o n r r (ITT Nae w W! u> r rc MR UP TO W-W SPAN RH 0 Ir J i r i w Ax. a 7IAx1 u w.)(Oamal trio . t 3 3 1 °4 ,, ews'1ah4110 E'°• sRii i riaR Ii01E f ON I �wx a WL • TfX SCREW i DaL.30lAVr , j14x3/1" NEIL XFAI / f4- TEK SCREWS O it 0.0 i .'OtICRETE NTC TORE !• ••_�" �� F iix3/4'S.DS a 1 ...... I 1 4' `•1/i'I-ZaJ/{•ES YS OR tJ4•a-20 S.S.N.S b 1 `V•Q 3/ .� ____ / rrs]Ia oc. rAA7:, W/NUT O 9`O.0 (EEE SCHEWU ON ."? ! 9.0.C. 1/2 • tUx. ; �. - O q'06 _ SHEET 14) r - - ` r 17 aR 1® 1/]'. T 1 \ ExrL Y nLX COPATOSTRUCTURAL `...-----•F - ___r \ ,_�"� 18 �.-, ,R.00'MIN. �-WNL npH LCECgGtkC I i fDGE or StAH V•' �. T,�-./14x3/4-F.H. S.O.S. •HM. ED. SEt3 1 I/0•-•1--1 7/0• APPLICABLE `-. \_ _-_•_.... N.ll Or 0 R'O.C. ., .. __PouRN cow"It �•-CONCAVE AHCNORE SE:ttOTE 13(b) �` WAMO i I----EO----_ POURED CONCRETE-y (SEE SCHEDULE ON ON SHEET I SEE NOTE i3 I ., I— ORCONC£tOURED CONCRETE 8 EOCX ON SHEET I !.._._ _.,._�. _ I OL-- ED-£.0. OR CONCRETE BLOC] SHELF 74) REQUIRED INIIAi14H oPrw�NAt-+- PWAI DJ - -- KoUIREO FLOOR INSTALLATION ! ,JxL wDRtuw:O asal p 1AEZAFTs, n P.1 CONCRE'r G HV WAu. LI t1Y WA WALK-d ER INSTALIJlTION MIMIAM sr.mTR SPRI rr-c REGM D j HV R, TALLATIQ H t i 1 ND1E BE r0��4 OF SECTIONS: ♦f.R= fQG£DISTANCE t U ABLE 11T10N SHALL UE tQROYASiE M1iQf PERFORNEO DACENF TO AN OPERAS[£EW ♦ SEE EW�AHoHS or USE FOR ,- EEE SHEET 4 FOS 1YPA AL SHUTTER (Eff E'ECIFICARONE 61r SHEET 13I R ENTRANCE HTAD GN s1LET ,D INSTALLATION DETAILS W�_•I) NV BLADE ASSEMBLY 2-NOUNDNG SECAW s CAN W COUVINE0 04 ANY WAY To SUIT.Nr INSTALLATION. pj11 t. A, j�/ kof�A owul l CODE Non N;h VekoCit Hurricone Zane 1 CG ._��.. 02017 TR•TWO.INC. 02017 USTE IN NETAL SUPPLY.INC. *� �s� rR"�` /� Accordion 1 Shutter System /11Ij. E C f� fNc. M■�■ ■��■ Hv.eons #t wlON w/t�KV.vxtaDweu Gtti• t TILLIT TES ING Dt ENGINEERING COMPANY American Shutter Syttemar3 - K ORA"en L0 k,4 6US IL,~.xh.H.SW.203.VAWA aMID49,n«+m.33N AeaoClallon, Inc. ow xt E ofTE: 07 27 17 47871-1530.rax:(M)1171-1531 4268 WOstrootis Drto s DRAWING No NAL •-xw] IJtK4Q4Nxom West Polr•1 e3eoch. FL 31407 7- d7 WAVER A iRtA]11.P.E./SIGNATURE/OATS OQO�`` E'•107 SHE T Of 2 SEE END WALL con ON QUAILS ON MEETS to 'k i8 SEE NOTES on TOO"R(as( .!(v tomb a® OUT C ' EKCSTNG(LASS INSTALL IONS W,/(b HV **AND ALUWAVC W to"6)a1 040 S. �' ausE s1Au oeTAT Hvr ,,WIM fM AtL BLADE ' TER RTES CENIERW1i1S A ftaw N W TH BLAOEp SM 10 a r GLASS up WALL CONNECTION ® �•4/�°Q•� j DUMS N SNEM to & tl-',f ©-(D-0-0—@-®a Y>Z'kf/84�•-2 � [ h.�°I�.�"'V•'V 1 _ 3 114* (aoea-Ta afar}a Euu V i — MICI i r )P PPOSING 5* }A) SYMMETRYGA'A0,C0N 1,12' `I®•@ E�ora1S (ppoxT/2-(TsOPus Ttoa lfo,a/a•sus o Ts' t MIN. O.C. VtLENGtT. wdu �Q url CLAW AT EACH ANQE oESECPARRE]O ULE sAT1 N))f( HM f —t --------- - - — — - - - ------- zo _ I * 020:t06 •O°'8�a14•�w -� •' � - - �x. HVB OU (� s (TVI.r 10• t�7• 3 xQs�a �R�aa+(jtiotaaj•�a rPGURED CONCRETE OR ©•Q•, UN.SEPARATION �/70yya�66- 7�• -��_ _ 14•�a�7•v + rs }o. /- �`'Te+C Gtbs . 'ENCRVE BLOCK WAIL s \ �' �MMETRI('/�L---- --f !IN! 6 +O•a°' • 7 . �F. - ---f— c— - _ 0.0— `O.. 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SEALfS GNATURE/t>AT_ "'MA L•�.1 4If67 � SHEET D ALTERW 1: INSTALLATION WIZ:y "T" L,.O M&E1E'EM E,tE _CE : BM�II r E OC Q 1V BLADE SEV _ C ON aaFco it to a: 18 UISTALLAT Lo)N m Hy- BLADE t)uT IN ')f ": —05 a:sDETAL F, ON SIM WZ HD_CEN'�(U RATES N R,�„n,oET E rna Nvo. 7 10. nmIGOET ah rt s sxEET W EE USMMW ms AQERNNI ' 10•Q�!«®•( �.�ae aaT ,r U mo SN(11ua w THIS SEEN. .�,,� WALL CGNNECTIaM i ©•Q•®Hd�•Q•®°" t1��C QH SHEEl3 10 h t8� I (aa53-T,nA0,1 Ae011 ' xaKA='4 a n ,r, «l9• 3 * 3 s daPlOaTa,11 i L-_--.__.-----'--------.. .. -- .----•__-----------_.—.- ._ t (OPfiDN�it3 ___ 4* (OP14N E) F (47),a.FJr'Sas fa Tw /+a•3/4-Su:o rY "— ——— ————^ ———— - Ar L"11"E Crw OZ Fw I IXGR. L 5 ' GrHV 'T" tri XFI) 'A "� iN— ( v. _ 3 -� LOCK (INSIDE) - 1 - r�r+ MP-) n - 1 — - ---- --------_- -- 2 - - - — y -— - - '��;T ala. sis• � I �( ' C36T 33 oR S} ! e "I—W/ 31oF Nu Loch 3(� 1/4" 0-2D x 1 1/2" S.S.M.S.7/$"0 x 3/32' WING,IIT. 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U.w& x WALL MOUNTINGS(TOP/DOTT01)OR BOOR/CEILING: OOACRt7E Nk u 14TOLG wnNtAa tot RSTALlATNON9 1 M CORCRin, BE tI GNEN A POSRIYE ASO.OESKN PAESSURE RATING, ARp Eprjl X90.61L471 tfiSUll1ATON i INEiSYN[ >rAi:tputetHG riGOR�NO *ALL Ko rtaat�mutxi uq rmHO oETERNtNE NAx9lUU SPAN't•'FtLON SCHEDULE.Fiala GNEN A MAINE ASO.OESIIN PRESSURE RATING, A�e#EAIaI FLOOR/Mm W4KrIN: DETERMINE MAfOMU4 SPAN Y•'FROM SCHEDULE t•oR_) t•ae-) (+oR-I noon uou Rr+c i t t- i.! i- L t 00 t- i t l- 0 MOMM slRlna t SPAR'Lt`OR Z- FOR 30 OR L ta'-1' ta'-0" 10-0' 16•-0' 30 tB-O' 16'-0" 30 16'-0- tl•_U' INSTILLATIONS;INFO k Ow SMALL BE Ui0TE0 TO FINAL MA>OMUN ALt01pIBLE SP MI IS EQUAL TO THE 35 IV-11f i4'-YO' t5'-2' 1a'-O' 35 tt'-SO' ti'-td' 35 13'-2- is-t0' 105 .AS.D am N PR135tn RIOt12G DETERMINED SPAR Bt TITEEN 1+'AND 2- 4'-' - 40 13'-10' 13'-fb' 40 14"-Y 1t'-2' (3)PROCEDURE 10001FRMNNI MAXWUM SPAN FOR {5 t•'-i- f3»,' t3'-4' 14'-3' 45 13'-1- iS-1' 45 iJ-4' i�'-3" t HV CORNER CEJ 10UATE E3 MAY BE USED AT]J2 CCU TONS I4 BfrEEt4 W)It.MOUNRNGS Sq 12'-i t - - 50 22'-s- tY-5` SO t2''3' f.'-t• MOUNSWO IN9AUATTONS.LOCKING SPECIftCATtONB W/FLOOR/CERJNG UWNTNG': 51mi,8E AS WDICATEI�ON MANDATORY COND!T:NW 55 11'-I O' It'-t0• 12'-r f2'-11' 55 I1'-10" ft•-S" SS 1P-r ti-11- FOR A GNE11 P05RMAS.D. tE5ffiN PRESSURE 60 ti'-)' tf'-!- ii'-Y 12'-4' FA ii'-4' 11•-4" 60— }d-2' f0-t i' NOTE(5.SHEET S RATING: 65 f0'^l 0' td-10"_ 11'-i" 11'-1r ..... -- Id-10• Id-t0' 65 9'-5• _ It'-rDETERMI U4= MAX.SPAN FOR WALL NOUWWG INSTALLATIONS. 70 td-: t0'-6- id-9' -w-5- 70 _10'-6' td'-Ir 70 W-9- Q_4• tat-MAX.SPAN IN FLOOR/CEILING MOUNTING 75 to'- ' 10'-1' IW-4' 11'-1' 75 111-1• 10•-i' 75 0-9' tt EXCEPT THAT MIWI EUM SWM INSTALLATIONS. 80 9•-t I- W-t0' i0•-O' IU-9' BO 9'-10' _9'-f0" SPAN 1+'OR Z-'AN)MA)t0I1M AS.O.OESNG FOR A OPEN NEGAVA A.&D. 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SPECIFICATION$ON AN#: R R UI EN S:POUREL ICON E OR C E7E W:K SUBSTRA�fES ILSA OEM 14111111M - TYPE inFt i` 1.ANCiwas TO Suagum Sit SIL OE AS FOtum (aTx MOUNTINGS 1,f.i It Cts SKBS i Nk 2) "wazo catata womam Pouliot omiwm To EMM MM CON MD.0£++•1'0-3.0 OwAtt St,L MWNTINO OQCEILiNC M)LATINO 'FLOOR MOUNT LNG - t/4'0 TAPCON OR TAPCON MH AVANCED THAVIDA RM IECdNOLOG f ANCAWK AS 9MUFAGi MBY tT.W. TINtOEII. m t'c-31 SI ANCHORS SPACING LIG 20 -i/4Y a 3/4`Ott P61NT5 t CUD AtCH�7S.A4 OaTEtl&ITED BY All POINTS SCREW,aa.T&SDECDifY C 7uPANY. Ntn.!'c•3 bF S'g°� "6, 1661 -1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS 4ANDFACNRED B'FLORIN FANNERS ORB;I.BC.Mk.1'e.2 kii) 30 •0 60 75 90 110 160 103 30 •0 a0 75 90 710 fag las 3D 10 ell 75 9p 410 f!D Nos TAP'CON OR t 4 TAPPER;ANCHORS A;MANUFACTURED Of POKERS FASIENERI AIC..AXM pSTl06UfED aY AL Pam:CRLW.DOLT•&SPECIALW a : TH.OR TM C}S1tiA.C.r WAtt OR ANY(PRIOR AT WKO LICENSED OR AUTHORIZED VENO SR REO6`fERED'WtH THE AMETAN SHUTS OR SYSTEMS ASSOCUMOV.RC. t 2 1 9 6 (Irp1.re+3 ISI) - 3'-O` 14 x O f a a a '0 10112 1019 a a f a 14 IZ 10 A 6 tl 6 a ALL PONS SOUO-SfT OR LEMi; /2 i0 9 a 8 111145 74 1 1019 0 8 a 8 4112 10 9 a a' a S BLUE TAP W/GIP HOTS: 1411311012 8 617.14112 l0 9 0 a 8 8 ti 12 t0 9 a a a a A.1)WOUM Et18EONEMT IN 0 POURED CONCREff OF TAPCON OR I.PCON MM ADVAIM T)WEAORit TOCP.MLOOY ANCHORS AND UPPERt. 411211010 a 7 a5 33 14 12 10 A 6 a a if T; 12 TO 9 a 6 S TAPPER+ ANCHORS IS 1 3/4'.A D FOR BLUE TAP M!CAP ANCHORS S I t/Z Y2 10 1 • a f f 14411 t0 9 a a e a l4 12 IQ 0 • a 1 as 14 1x Ip f • n 6 ; /4 411 f0 4 a a f 43 44 411 10 t 8 a • 3.5 A.2)Wl1U1Ni EWW*NC 01 1/4'0 s 3/4'Illi.PWNIB SOLID-SEI.WHORS SHALL BE T/a`900 ONE MRI O CONCRETE.NO EMBEDMENT 1411211011 a a a 45 f; tx 10 9 a a 5 a5 U 12 10 A 8 0 S.43 am STUCCO SPAR BE PETaITEO.t/4'f-20 S.S.MACHINE SET EW USED SHAL BE 1 1/Z`tW Wtla M 3RMD STICCO [14 12 1019 A7$ 58 3S - 14112 SO 9 & a e S 14 tl t0 0 a 7 La 4 •sa 11YJLAGpLt 0►VA rt�I! oat.AND 7'MINIMUM MR WALLS WITH NO STUCCO, 12 t0 IT a 8 a a 14112 10 9 a a 8 S.a 14 12 ID 9 a a a ILS tl`A0C to 1 5•-O 72 t0 9 8 7 4 - t4 12 {0 9 6 fA 3 A0 74 12 10 8 0.0 a 3 A>)IN CASE iW1T PRECAST iTONE.PRECAST CONCRETE PANELS.PAV ER5 OR ANY ttBNEER 8E FOLta ON IHC sxST9tD WALL DR ftODi, 2 10 9 a 7.5 43 - 14 11 tD 9 a 0 a 43 14 12 10 9 a • Ls 5 ANGORS SHAIL BE LON 3 E9OUCH TO REACH 7HE ML4N 57MAC1t RE BEGFA SAW WAtI F1NE'M$ANCNORI TE"JUL 9E AS WOIrr9EDl ON 12 9$ 73'0.5 i3 - - t; iZ 10 9 6"7A a3 4 14 t2 70 9 0 8 LS 33 - TOTES At)&A2)ABO1E FOR VISFALEAVORS ON MMOL SMI NO )R OFS WITH OR WIR10UT WDL BIOS I ONSULT THIS ENGINEER.FOR 6`-O` 12 f0 9 a a a - 14 11 l0 9 8 a e 5 14 $9 10 A a f 5 D 33 9NSTALIAIlOH VETO EOu f TN META StU05 SEE SHEET 20. 1 Q 7.6 3.S 3 - 14 1x ill &S 7 S3 4 3 14 12 f 83 5.5 4 3 - (a) TO 110a10N0 CONCRETE OU CW(MW C-00) 10 0 a 6 ^ - 14 12 10 9 0 0.a S 73 14 12 a3 B S 4 - - 1/4-0 TAPCON OR TAPCON W M ADVANCED TIRUIOFORM TU14 NOLOGY ANCHORS.AS F4WUEACIUREO 8Y LtW.6 UCOEX $2 a aS Sa 3 - - 74 12 % 9 8 53 43 33 14 12 10 0 7 S LS J -i/i'o■3/4'ALL PD903 S(UID-SET ANCHORS.AS O44TRIauTEO aY 1 LL POEM$SCREW BOLT&9MKIY CC 4PANY. 7._O. 412 t0 9 a a - - 14 tt to 9 a 7 s 4 14 112 t6 9 7A &0 4 3 - {/4!OWE TAP CONCRETE A N{:HM W/CAP AS LtAWACTUREa BY FLORIDA FASTENERS 021".tat 11 412 td d 4S 4 - 14 32 9 7.5 6 43 if 10., 7 5 4.5 3S - - i};'f TAPPER+ANGORS AS UWWACM011 B'!POYMM FA5IEAERS•NO..AND OT MSUTEO By AL POINTS St Saw.BOLT&SpEcI tTr 14 /Z f0 83 7 1 - 1• 12 f0 9 73 SA 4 - t4 12 4 7 7$ PINY OR ANY O/ttElt APP iOYEO LICENSED OR AUOIOW2E0 VtND01 REGtSTEAEO:NT14 THE AME9aN SFtUITE L SY57EM5 ASSOCIATION.OM. 14 11 7 5a 4.3 - - 14 12 10 9 73 5A 4 - 14 12 7 8 4. 3 8'-O` t4 f2 t0 9 a 0.s - - 14 12 10 f a 5 4 - N 12 10 a tl$ ..5 - NOTES: 14 412 a3 T 5.5 3 - - 14 12 8 5.5 a$ 4 3 23 9A a a 4 3 - - a1)MOOIMM OASEOMEW INF)CONCRETE BLOC-OF I~.BLUE IV W/CAP ANCHORS AND WKR+ANG ORS IS 1 1/4•AND UFCON f4 12 9.S IA 6' - - 14112 93 8 63 3 - - 14 12 5 4 e$ 4 WISH ADVANC10 SNRFAOF(RM TECHNOLOGY ANCHORS is 14 12 sofa tlA a - - 11 112 II 65 5 1 11 10 9 7.3 L5 - - N 12 O.a 1 { - 0.2)TOt MS&FA VEBNFNT OF,111VO A 3/4`ALL PONNIS SOLID-SET A ICHORS SHALL BE ENTIRELY D+8£DOEO IN to THE CONCRETE BLOCK.NO f4 1.3 7.5 6 4 - - 14 Ti- 7 E.5 S W - - If 6 53 43 33 - - EMStOMENT 500 STUCCO WALL BE PERMWEO.1/4.41-20 SS UO WE SCREW USED$HALL BE 1 1/2- AHO NINR/UM SHOUIO 51=0 1i 12 6 e5 L3 - - 14 12 0.! 7 3.5 • - - 14 10.5 7 5.5 6 4A - DOST,AND 1-MI{NaIM F)R NALt5 Yat1t NO STUCCO. t.a 83 SA 4 - - - - 414 12 9 7 6 1.3 - - is it 1 35 43 3.3 f4 12 to 9 !3 - - - 14 12 410 a a3 a - - 414 T2 a a s 4 0-3)M C45E TBT PRECAST SPOKE:PRECAST CONCRETE PANELS.PAVE TS OR ANY VENEER BE FOUHO ON SHE EOSTN40 WALL OR FLOOR. ASICHOAS SHALL BE tDNO TINOUCf TO REACH THE MAIN SRLVCVUJ E 8E1NN SAID WALL nHISKS.ANCHOPO:SHALL BE As WOr_gED ON 411 410.3 7 S LS - - 13 Y.�0.6 S • 3 - - 410 73 s a 3 14 It 7.5'13 - - - - 14 11 A 6 S 1 - - TS 9.5 6 5 / 4 "'I'S ai�At a2)1180Y1.FCR aLSTAIiATOIS ON YlitL SQAtO t R Ea5 Wlnt OR WITHOUT METK S1V0$C X."SVLT THIS EHGRCER OA a - 14 12 6 0.5 SS 4 - 13 le a5 5 4 J COR ALU1TtOH 9NR I ETES K1T4 LIE►AL STAS SEE SNRT 21. 17•-0' 14 412 t0 - - - - 14 12 9 T 5 •3 - - 14 10.5 7 5.5 4"5 3.5 . /T3 f.5 S iZ 9 6 4.5 4 3 - 9 7 43 33 3 (=r ANCHORS SHNL BE INSTALL:D FOLLOWNO ALL OF THE PECODUENOA DONS AND SPEOFMATIONS Of'NE ANCK r3 MANUFACTURER. ^14 to'7 - - - - is ti3"7 aS 43 - - sA&SISS a.3 75 - (p) SEE SCHEDULE BELOW FOR EDGE 41STANCE(EA)VERSUS$PACINo WIAT10NSHIP FOR M MOR& s.a 7 4A - - - ff fA 7.s !1' - - {2 9 a 43 4 f4 12 f0 - - - N 12 E i6 a0 - - 1 t0 6.5 S 4 EDGE OST u. eta +FACING SCHEDULE FDR ANCHORS: - 72'-0'{7$ 11 a l!-0 3 - - MAtONt61 ANCHOR SPALNGS A E-VALID FOR EDGE OVARCM 01TICA1E0[1tON,FOR E.O.NESS TMH M kT4WED REOUCC ANCHOR SPAM4 133 93 e - - - 11Sat 9A 63 3 { - - OA-tl:-5 1 - - - - BY/A0.TFlTtkG SPACNNG SHOK 4 ON SCNEIXAE BY 1H£f9LLOW9+C TACT!AS D 65 - _ - i4 10.5 T a3 4S - - - 11 a3 5 4.3 33 - - EO SPACING OaFANNEO U ING FACTOR SWLLL NOT DE LESS THAN AA!MAA SPACWQ HOKMED FOR UCH MRS L TYPE 14 f2 - - - - - 14 its 73'a 5 - - 12 9 e 13 4 FACTOR 1p 7A 6 - - 7.s SS 4 "3 - - E TAPCON TAPCON WITH ADVANCED ALL PONT SOLID SET BLUE TAP W/CAP TAPPER+ 412 9 0 1.5 4 - - 9.S 7 4„ - - EDGE iHREABFORM TECILNOLOGY MIN.SPA17N0 a - - - - - 13 9.5 tl5 S - - as 73 S 4 - - �; AN IDN.SPACING�3` AIN.SPAM-W Mit SPA COM�3 1/r UK SPACOM.3' 13/4' •` ti LOA 7 6A - _ t aA 0$41.3 - - f0 73 - 9 7 45 3:s - b 3A d - BLAOE ! a Two amttru:aOIX 8 {'dalD «FOM'$NHO'E1E Oa10tETE BOOL W 0 - - - ft d 3 = - 9 tla 1.3 - e �aN MNL EM-3 i/7 MIL Ea.21/1 tEt` 1 '1111L EOL NKCRE �OCIC W Ca•J 1/7 Ea•21/P 12 9 • i MAXIMUM ANCF OR* SPACING (jn.1 SCHEDULE FOR A GNEN MAX_ SNUTiF_R E pA ASS DESIG!I NFQATTVP PRESSURE WING AND A CORRESPONDING MOUN UNG TYPE FOR CONCRETE OR CONCRIE E BLtICK INST 1 t 4710 IS (SEE MOUNTINGS 1,J.M&l ON SHEET 7) ` PaJREfl CONCRETE Pouts weTrnEt c�(1cREtE IME ANCHORS SPACII IG LEGEND 1 WICK OVER h fltENCH a 40y.�,- JQ RAINGUARO MOUNTING GWN.L/fL00R MOUNTING ©WAf.t.fW LLK OYER MOUNTING TAPCON NR (I) OFSX4118685E PFJSSUPE RAi7d 50-tt310118,A154 FTUM wi W Gw �0 9w NICM EFORK 2Alpc(p, n OEM N wmc t Iww6(pu TAPCON WITH A 30 4016017519011201160 205 SO 40 60 75 90 120 160 205 30 4 7 60175 90 120 160 204 30 40 60 75 90 120 160 205 THREADFORM TE( 14 12 10 8 a 8 6 2 1T 12 12 12 1s 9.5 6.5 7 I 7 7 7 7 7 5, 5 5 3 S 5 5 5 5 ALL POINTS SO 3••0- 14 12 f0 8 a 8 8 6 2. 12 12 12 12 12 &5 7 7 7 7 7 7 7 T 5 5 5 3 5 5 5 6 R 14 12110 9 $ 8 8 8 2 42 tT t2 0.5 8 6 4.5 7 1--i- 7 7 7 7 6s 5 3 5 5 5 S 5 5 BLUE TA 14 12 10 B 8 9 B 6 2 12 72 12 12 10 7.3 6 7 7 7 7 7 7 7. 7 S 5 5 5 5 5 5 5 TAPPER- 7 12 10 9 8 8 8 8 2 IT /2 }2 is 85 &5 S 7 7 7 7 T 7 &S 4 5 S 5 S 5 5 5 4 {.-D. 14 1T t0 9 a 8 8 6 2 12 12 32 12 B5 7 5.3 7 7 -317 7 7 7 7 5 5 S 5 3 3 3 3 14 12 10 9 8 a 6 0 -2 12 12 9.6 8 a 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 6 5 5 5 14 12 10 8 8 8 B $ .2 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 5.5. 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CZ32017 fJSTERM1 METAf.SUPPLY. INC. �1t NSF.,��M T BERTHA HVT1a a !1! Accordion Shutter System E A SSAH.V. MADE#1 W/CR 5/O H.V.YdNDOIN eUDE VdP�y TILUT TESTIN> & ENGINEERING COMPANY American Shutter Syste ns cv-x aEscgPllpx DATE DPAWN BY: S.C. Association Inc. I OLD 15-085 a Py. 3135 tl.W.J61b u.9.. 05.cciFtiu cAnD�s npmw 331 . /27/1 ante o7/27/t7 C' .••7!jtf R-.(305):71-1530.fo■:(=)87•-1531 4268 Westroods Drive 2 DRAWING No mail:xit+cgOgot.caln }�(t �, 14y q- West Palm Beach, FL 33407 3 �M Vf//i4,I4 c`�•� 111 EB-000671917-107 +•,,, V,Y71 L 4� 11j1 WA.SER A 71LUS Jr.P,E. 4 P.E. SEdC/ URE DATE P a$taA cq. 44167 s SHEET a 14 OF 20