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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 �'� �l Florida Building Code Onlim ` ' �Il� 4 I F o B 0 A A FA- SCIS Home I Log in I User Regisuadon I Hot Topics I submit SumhaMe I Stats a Facts j Publications Contact us I BQS Site Map I ❑nks ^'Search Honda rY - n1 Product Approval I p USER: Public User SCANNED roduc[Appmval Menu > Product or Application Search > applica[ion List> Application Detail ✓ I St. Lucie County FL # FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived N Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Floriria Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 1� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R9 COI AMERICAN SHUTTERSYSTFM ASSOC, INC DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (I) PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17 108 CERTIFICATE OF INDEPENDENCE PDF Standard a ASTM E-1886 Fill ASTM E-1996 qV 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJ"63MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 Florida Building Cade Online Sections from the Coda 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 FL At Model, Number or Name I Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-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 rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION 5HUTTER SYSTEM PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- l08 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes 389 Z Only- Berta (N n-HVHZ)- Drwg 17-107 Shutter-BladeHV Accordion 1 I and bottom) foExtruded lr storm pnum rrotection locking lades retained by tracks (top Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span Is 16'-0" for 30 p.s.f negative ASD load depending an centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working In unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 iI AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created -by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum Interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 1 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 fI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Bac4 Next Contact Us:: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _ppytlght Zoo]-2013 Slate ai Floritla.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want your a -mall 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 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: ®® F- M https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 I- SERMA KV. ACCORDION SMATTER SYSM, SND'bN ON Tp5 PROOUCr EVALW110N WNNEIR {{P.ED3 HAS YERPED MRCOYPWNCE INACCORDANCE W1IH ME 201T (6U EDIIgN) CF ME ROPoOA BURBNG EOBL THIS ACCOR0101N SMUITER SYSTEM SHALL NOT BE INSTALLED AT HIGN YELaU1V NURRICrNE ZONES. BC OEAON NSTMNAIEEO D 10ADNTH5 SMALL BE BEiERMUILO AR PER SECTION 1620 OF ME ABOr MENTIONED CODE. FOR A BASIC MND SPEED POOURGo BY THE NPoSOICiIOx wKERE SMRTEi GALL A gIMMORALITY FACTOR 1(4m0.05. MAO ASCE 7-to AND SHALL NOT EXCEED ME MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATD ON SHEETS 11 MRU 15. is Y W. N ORDER TO rNIFr ME ABOVE CONDNgN• ULIWATE DESIGN MND LOADS OETERWINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ICBM. DESIGN WIND LOADS BY MULTIPLYNG MEAD BY G6 N CROERTO COMPARE THESE W/ MAX. (&S.o) BORN PRESSURE R.MINGS INDICATED ON SHEETS 11 MRU 15. t9 Y 20. N ORDER TO MEATY TAUT COMPONENTS AND ANCHORS ON THIS PLO., AS TESTED. COME NOT O STRESSED. A M L INCREASE N NLOWABLE STRESS FOR NIND taxes YEAS GgE IISED N MER ANALYSTS HO EAR. A RDOI DOWN FACTOR CD.ILo WAS USED FOR ,ERMAnaN OF FASTENERS N WOOD. sAll REMIE MA H'V' AaoROM SNurf£R SYSMA'S ADEwM.Y FOR WMo AND LARGE Yrs59E W= LOAD NAB B�1 YERVIED N AMSTANCE wM SECTION Ifiw.1.2 of THE ADwE vTmloxEo CooE As PER -MY BLADE 0 I0214.01-03, I0715.01-03, I10a4.01-05. 1121441-05. 00317.02-06, IB609.G1-le 4A'D 0210.01-I1 AS PER AS-201, B'S-202 AND TAS-A3 PROTOCOLS µ0 ASFM E-1886 AND E-1096 STANDARDS (NSSILE LEVEL D. MND ZONES 1. 2 & 3) A 01220.01-10 AS PER TAS Wt. 203 A 203 PROTOCOLS LODGE MISSILE. -HY WINDOW RUDE 0 EOWS.01-M AS PER ASM E-1868 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1. 2. 3) MSIC PROTECTION ONLY AND I W2541-M 4 PM TAB 2G2 PROMOC_ 2. W IMADEO AND W WRWGM BLASE ® ARE ENGINEERED TO xlRK N 111WN WMH GCH OMEN UNDER M£ GENERAL LNRATOMS AND CONgpONS OF BSE MUTED ON SHEET 19 3. BFRI A N.V. ACCORDION PITS (MY StlRNS). USED AT BLADES WNo"ONE AND TOR DSSOT MOUNt CONNECTION TO TRAbS SH A L BE /14X2.75' AND /14A1.75' RESPECTNE.T. 410-M Wt. SERIES CwAIrWc MPuC¢iaf0R5,.RE MG51ERM "II AM[RRIQU4 ELD SH DER SYANDAryS A55 ATO PPR MUSTPINS SloIll. BE SEATSEAT THE W' 1�iWpNO ON TH Tq ENS. CWBxC STBTOL AS 1AµuFACNRFD BY APPROhD 4. A.I. ALLI NUY EYMMONS SITYL BE AWMINUN ASSOCIATION ALLOY AND TEMPER AS NOICATED ON SHEETS 2 µD a MINIVAN WED SFRENaN FOR 6063-M ALLOY 15 na 41 AND 3S.7 kaV FOR 6005-T5 ALLOY. 5. A.I. SCREWS TO BE STAINLESS STEEL. 304 OR 316 A51 SERES OR CaNROSON RESSONT COATED GIBBON STEEL AS PM 4N =18 MM 2411ZJ.4. 50 U, MN. TiELD STRMGM µe 90 k YN. TENSILE 9MMGp1 µe SHALL COMPLY W/ FLONGA BUILDING CODE SECTION& DOLTS TO BE ASIY A-307 GALVANDED STIM, OR MA 304 OR 316 STORES STAINLESS STEEL MM W to MNUUM NEB SMMOM. ). SEE ME MO &G SHEETS FOR ANCHOR SPECIFI NWRIS; HY &ACE (D 12.13.14.15 AR) 20 W RUDE O A 0 MRHING N RHMN: 12. 13 & 15 & MLs BMIMA KV. ACCORDION SNAITER SYSTEM BENTS A U.S. PATENT /67M.5B2. COMPONENTS OF M5 A➢PROYµ ARE COVERED, IN "OLE OR IN PART BY U.& PATENT 15'458.179 ISSUED 10 EASEMN METH SUPPLY. NO. 9. T SHALL BE THE RESPON51PoUtt OF ME CONTRACTOR TO WRRY THE SOUNDNESS OF ME SIRUCMRE WHERE SNUFFER IS TO SE ATTACHED TD NSBRE PROPER ANCHORAGE. CaNTRA YSR TO SEAL/cAo N ALL SHURE3T COMP(MEIr EDGES %H OI R£IBSI, MRU FASTENING N CONTINUOUS CONTACT WDH ME BUILDING To PREVENT MNo/RYN NMUAON 1G EACNH UNN MUSt BEAR PEPINANMT LABEL IN A Y19BIE PLACE MTN WARNNG NOTE: GoRNG PERIODS OF MUNRIGMIE WARNNGS HONE OWNER- MNAIT. OR OTHERS N PROPENLY CLOSE ALL H✓ AND NN CEMEPYATES AND, ENGAGE OR LOOK ALL HV µe III)wcC 11. SHUTTER MµtRXWRMYS LABEL SHOAL BE LOCATED ON A READILY MORE LOCATION AT ACCORDION SHARER IN ACCOHGMNFE TERM SECTION 1704.3 OF FLORCA B1pLDNG CODE ONE LAB PLACED MR EVERY OPENING. LASELNE TO COMPLY MM SECTOR 170191 OF ME FLORIOA 9UANG DICODE S. SHALLfiE 12. BERTHA M.V. ACCONOWN SHUITEE SYSTEM' INSTALLATION SWL. COMPLY NON SPECS INDICATED IN THIS DRYING PLUS ANY BVMND µD WHING NMUUMMS PiNOM BY ME JURSOICTION MIEIaE PERMIT Is APPLIED T0. 13, (a) THIS PLO. PREPARED BY THIS ENGINEER IS GMERC AND Dan NOT PROMIE INFORMATION FOR A SITE SPECIFIC PRWECG I.. ,M ME STE CONDITIONS BOAAM FROM ME PxD- (a) CONTRACTOR TO BE RESPONSIBLE FOR ME MECIION. PURCHASE AND WSTAMH IN ApaCLUBNG LIFE SATEFT OF THIS PROdKt. BASED ON THIS PLO, PRONUED HE/SHE GOES NOT CVATE FROM ME co"GOONS DETAILED ON MS DOCUNENT. CONSTRUCTION SAFETY At SIM S THE CGYIPICTOAS RESPONSIB'Urr. (C) THIS PEG. WGL BE CUNSIDMED NVALD T ALTERED BY ANY LMNS. (6) SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A FLOPDA RECSRREp MORMON OR ARCHITECT WMNM GALL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND "0 GIRL BE RESPONSIBLE MR ME PROPER USE OF ME P.E.D. ENGINEER OF "MORO. ACMW AS A DELEGATED McNEER REIKN. i0 THE PC-D' ENGN[M1NLL 5SUBYYI i0 MS UTTER ME SIM SPECIFIC DMMNGS FOR (A) ORCINAL PLO . SHALL REM ME DATE AND ORIGINAL SAIL µO SMATBRE OF ME PROFMSONAL ENGINEER OF RECORD THAT PREPARE,, T. GENERAL NOTES SHAD I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPCAL SHUEER ASSEMBLY 38-44 SHEET 4 TYPICAL "DOW BADE & WINDOW DETAIL, AREA 2• HV BLADE n AND HY WINDOW RI AnF I (WHERE APPI I .AB 1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 NSTALLATON DETAILS A-F. CDNCREIE/SLGCR SHEET 6 NSTALEATON DETAILS G-M. CO urr/BLOCK SHEET 7 CENTERMAM DETAILS NV SHEET B CEMERMATE ALTERNATING DETAILS NV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPµ TABLES SHEE3 ii ANCHOR SCHEDULE- CONCRETE A SIGNSHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SWEEP 13 ANCHOR SCHED n - CONCRETE & BLOC,( SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OEUIIS M-R. WOW SHEET 16 INSTAL1ATON DETAILS 5-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD AREA 31 HIT WINDOW Rl AO I:p SHEET IB ONI Y TYPIcu SNUTTER ELEVATION AREA 41 HV WEND .W RI ADE in ONLY SHEET 19 INSTALLATION DETAILS. UETAL SEND WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ems.: ...........V' $ VGENSF :'9} •'. ��AIL U� • * (�j/[ ' A _ '•Ry ss PAT) iNCO. US. E , E C O t■G. A S S A ■ ■ ■ ■ AInBr(COn $FIYNeF $Y9(0R18 A890CIOHOn. Inc. 4268 Westr000s orfve West Palm Beach. FL 33407 02017 EASTERN PEA AL MPLY. INC. BER A VTM Accordion Shutter System HV. gJfE #1 W1 OR W/0 HY H1 9/� TILLIT TESTING & ENGINEERING COMPANY w> nv.:e•.n, st. M.. Ad. vaev. eN1¢UN. OCRs AN - [B-ZN,I,g S°^ ., R A UAT JN. P.E PaRru Nu 1 4A167 salmox 'a MAN R7: LO 15-085 )/2) 1 _ftSL •" ••••• �ps S/ORAL E 'N1N' P F. •LOAM•<G1P.Ha6YuaF /nnm JA DRAYANG No 17-107 __ __ QHV SOLID BLOE COVERED UNDER US PATENT ® 5458179 g HV WINDOW BLADE-_,,' OF USE OF BtAD�e'ON SHEET 19 0HV ADJ. FLOOR TRACK QUALIFIED FOR USE tV/ W �rOB3' 1 B3 OWE, FCILUSNG /H NAD LARDE ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER My xMNrma1 I• ". 1® SIDE ANGLES QUALIFIED FOR USE W/ W B g Rw x• m II •YY I 3OHV UNIVER A F DAT R QUALIFIED FOR USE W/ W 9LACE0 6005-75 ALLOY AND TEMPER .I N^ eUOES I• I k�081' eop 1 !I 3 6T0 c� HV HEADER/SILL QUALIFIED FOR USE WV W RIADE DO%U 6063-16 •LLO AND TEMPE ALUMINUM ANGLES QUALIFIED FO$ USE IY/ W BLADE i . LOYONLANDY 6063-T6 ALTEMPER ®HY_DIRECT MOUNT QUALIFIED FOR U$E W H BLADE I 6063-16 ALLOY A TEMPER- CHV WALK -OVER TRACK QUALIFIED FOR U(S�1)E W/ W 9 ADE R 6063-i6 ALLOT A O TEMPER cobPoxrxr • e n Tz Q I 2' 5' YAx.� I/6• 1 1/6• :" I Y 5'MAx.�0.192' pJ92 i� 2.5' T' vACI0.190' 0.+90' 2' S' 1W 10.139' 0.131' 1 (i)Hy 90'/180• 11 START OUAUFIED FOR USE W/ W BLADED 6063-T6 ALLOY AND TEMPER 99R' .0]0' 8421 g 12 .920 9O— HV TRENCH TRACK QUALIFIED FOR USE VI/ HV BLADE ONLY, 1 2' 1 3 N.125'1 FOR USE LV/ H' BLADE() LLOY AND TEMPER CO HV RAINGUARD QUALIFIED FOR E W/ HV 6063-T6 DLO EAID iEMPFR. ax ` Itl` •., I% _ VlP % L ,' vCFF;�9 r 6 ��/"'/�� j TF + TAT]: OF j 1 O�CSs tORIDA: \a P°P° c I '••••. ID • '• 66 ° /4A2A� tt••NG' 1+1 D F'•ssi/VH1r to ,, Y - .20:7 aUcco, WC —L e o A S S A • • • AT9fleop $huller $j2sfDT9 Associallon1 Inc. 4268 1Vestrocas Driv6 West Palm Beach, FL 33407 ®2017 EISTERN MCJ L SUPPLY, INC. BERTHA H�/TM Accordion Shutter System HV. fLABE y17 W/ U2 W/0 HV. VAHILhV BLADE TIWT TESTING t ENGINEERING COMPANY ... x,. xu. u, m. 501 v c• a ta¢, claim. .v16 W516T1-153o . rp.: (3,C87,'631 �- Ee-000�i>d'""' WKRR 4 aUUT 4, P.C. ak R L1a IT 4R167 m. M5taI.C. mir M. Em Le, 1 OLIO Is-065 7/27/1 0A2 07/27/19 2 5 DRAWNG No �r 1 1 — 10 / _ __ ° nP- � I Inv PLAN � man aLvmpn LOCKER FOR -T" I OCK mnamfirr OUAUFIED FOR USE W/ W BLADE)ONLY 6063-I6 ALLOY AND TEMPER 191 av su• `( 14V to P n QUALIFIED FOR USE W/ W BLADE I ONLY 6063-16 ALLOY AND TEMPER ;QCKIdG ROD S� DUAL6063 -I6 ALLOY AND TEMPER FOR USE AND TE MPER BLAME t & {(A) ep67 flM 9 LOCKING RODS OUN FIEO FOR USE W/ NV BLADE ). 6063-T4 ALLOY AND TEMPER )INSTA TION HILL REQUIRE A 7/16 / 1 AO• 1 IJ W• -i e J L.375., C61 HV 3/8-0-16 A .FTAI 3.Ifl I 6Y - 0 FLED FOR�UEE v!/ W BLADE Igat (R b06]-i6 ALLOY 0 TEMPER 21/Y N�1/1 P t4T FN 1 /4" 0— 0 AI 1 3nd `'�S`' RI c THUA!e CREti OUFLIpEO FOR USE Y// 11V BLADE TQ i; PM17 TILTEca. NC. IL ECOEEEe. * TIWE TESTING & ENGINEERING COMPANY • E• Ub 4F. Mw 8, 9a ]Py l�[Cfy o•pp.�.5, ELLY,pT y Pwle e\ ' (:a616)T-ISJO .Lae : E3131e)L-IS]L e m wcLUff ILY`6 Mµ)W A 1 IE JC P.E. ftt n 0.GW Lac I N161 1 iroM1WEiY' O4Y6 nwm nvrco cALn *uPx wx6, 1pPAt3 c+Lnr.NA la•gac iALm) HV EGRESS LOCK QUAUFIEO,[OR USE W/ !IV BLADE (1J& (g ONLY. Ie• ry 1-36p• Ai}p[q�RNLIIN BEFORE RPfcTINo 1/4"0-20 R1VNL (=--n NmI) WIOC n/+IGE mN 520. AS wnvAcnmm ev .wn vrc. W, man mos. ON cwu FOR USE W/ NV )E I) ONLY. 6Y REGENT HARDW�MORTH 5E LOOCCKS SERIES 23M HOON EDIT LOCN QUALIFIED FOR USE W/ NV BLADE)& IDA A.S.S.A. American Shutter Systems Association. Inc. 4268 VYestroaOs Drive West Palm Beach, FL 33407 -1 w1. MEW. SUPPLY, W0. BERT�IA NVTM Accordion Shutter System RV. HAEE g1 W/ ER W/O KV. WINDOW RARE (AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 0 HV BLADE 1 ® HV RUDE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 4� RV WHEEL CARRIAGE AISI 302-303 SERIES 0.870-x3/16- THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 1/4' ACCORDION PIN W/ 88 HEAD s ® HV 2 3/4- ACCORDION PIN IN/ #8 HEAD s ® POLYCARBONATE IMPACT RESISTANT HV WNDOW t HV Wl (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. gjyypp .ss (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO BLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET IT 12017 IL EC01.a. TILUT TESTING k ENGINEERING COMPANY Pyv Km..A.a LL SY.:Py YSLiW t�5. RWGG y P.m..: (sos)en-1aM . TPY : pasten-]5JI .-.rot w«oeoo:.aY ®- WB119 nµII .t lgt1P.C. W 1 14 Nt4x " `RIOR -SIAdfUZEO GRADE OR SABIC PLASTIC LEXAN 103 RESIN 'F' ON SHEET 19). SOURCES FOR 4 17 A.S.S.A. American Shutter Syslems Assoelafion, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 WWI I LAIRwx UUAL SUPPLY, wC. B R AH ,u Accordion Shutter System H.V. BLADE #t W/ OR W/O KV. WNDO]V BLADE IAIYING No 17-107 `,qy�'^Q �2v�4.10 'i n "%.fi3 D C 4 V tl S i Y 1 6-6"�1n•6� "L4 ffati o ` / F „ 4• xve �I ,vim^,{ 4°P�""rJ"" J„ Q�2 rr V b§3 �1 � 'nI •g9� o-lrcD C' J I NO -CTON SON S iG A - I IV Li@. `Lyw�w©. �wQw10 •�w ©•p•w©.�.�w -•O�w�S• �wO• Q�w 0.�w�..,�wc-�w"� TYPICAL (9) HV BLADE SHUTTER ELEVATION N.T.S. I OF CORNER CENTERMATE 4 NOTES-0-N HV LOCKS AND GENT RMAT S- 1. W 7051Y CONDMON A1: ONE W LOCK rf+ 4r @ SHALL BE USED AT 1/2 OF SHUTTER SAM FOR ANY SPM OR 12" ABOVE OR B%FO 7/2 OF SHUTTER SPAV TOR SPµS UP TO 105 µ0 TOR INST (IONS T MT ELEVATION. MV LOCK Or �S NAY BE USED ASµ INSIDE OR OUTSIDE LOLK. ATTACHED T0AL OR e �TERM41E5 W (2) 1/4'P-20. K 1/2' LONG Ml HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS INDICATED-OFJ n .. -. UP TO TWT) HV CENIERWIES o SHUTTER ELEVATION. 3ED AT STACKING POSITION (NON HURRICANE POSUION). J IE010 N A O E ITV LOCK l!j h BE USED AT CORNER CL,TEYNaeF3TOR1 S AT -"+ 1 c OH Iraue LocK, CORNER CENTERNATE W/(2) I/{ 4-20 „ i/2' LONG Mi HEAD SS. lS TWO LOCgNC R005 �5 J SHALL BE USED. LOCATION OF LOCK SHNL DE AS INDICATED ON TYPICAL SHUTTER ELLVAna,,L BPNi SHALL BE DETERMMFD AC PFR [fNFBPS I IN "u D S.S..n INSTA BONS AT ANY ELEVATION. ALTERNATE LOCK WY BE USED AS µYN51DE'Ofl OUTSIDE IOCK.•ATTACHNENT OF 1/OP-20„!/4" S.S. THUMBSCREW TO �1` OR CENTERMATES SHALL BE MADE W/ 1/4"D-2023/4" ALW. RMUT AS SHOWN ON SECTION HVE, SHEET B. ON LOCK SHALL BE USED AT 1/2 OF SHU,IER SPAN OR RID LOCKS AT 1/3 OF SHUTTER WM. 6 MANDATOR` MWON 03 FOR M 'Q -M ONE NV LOCK 23 SH BE USED AT 1/2 OF SNUrne SPM FOR ANY SPM OR 12" ABOVE OR BELOW 1/2 Or SNUFFER SPµ FOR VMS UP TO 96MO FOR INSTALIARONS AT My ELEVATION, HV LOCK (8 or 0 or a MAY BE USED AS INSIDE OR OUTSIDE LOCK, ATTACHED TO @ ar @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 K 1/2• LONG MT HEM S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ',)j W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND tRIERNAT ' LOCK AND S.S. TI K MAY P µ0 *NOTES IMHD LOCK & CENTERMATESI I I. NO lDLX 7y (' O E ALTERNATE NO LOCK(j MA�Y-BnE USED IN um Or HY LOCKS I2y OR J� MR Ahrr SPM MD IXSTNL.AROM AT ANY ELLVARON. ALTENNATE KO LOCK a MAY BE USED AS µ INSIDE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK Af TO 9 IS W/ ! yB K !/B' F.H. S.S.M.S. AND INCLUDES REINFORCEUENT INSERT OJ3 AS SHORN ON SECDO14S NDB-fMO NDC-HNL•. SKN�EET 10. LOCK MAY BE INSTALLED AT MOSPAN CR 12' MAYIMUM BELOW OR MOW MIOSPµ. USE OF LOCKING R005 ey"IS COMPLETELY OPTIONAL. `,,•ram `,.CEN •;`J =� J1 sF''•? •o �/� yo:• F 1( `, C2017 GOECO. IIUC. �L TILLT TESTING $ENGINEERING COMPANY nu2 lac :u u. su JOA Vq:mA ENS[7S I ..+^• Mr. L•aW7e71-1530 . Fw : =87,-I$21 •- �I`K�^'Aa„ W m A aLUT J.. P.E. FLON(" L, 1 44167 A■S■S■A■ American Shutter Systems A59001a})On, INC. 4268 WestrooEs D&e West Palm Beath, FL 33407 02017 EASTERN MEfu SUPPLY. INC. BER HA -HV,. Accordion Shutter System KY. BLADE #T W/ OR W/0 KV. 'MWQN MADE w. „ aiCNDDH wN DR..tl D,: L.a I OlD 15-085 7/2T/I TIME: 07/27/17 '- IS G\a1d� S OVAL EN „ I I P.E. SEALJSCIVATURE/DATE 2 2 DRAWING No 17-107 s SHEET rCONCPRE MICxOPS (SEE SCNECUtE ON CON CONCRETE COURM NCRETE, EONCREiE-�\ SNECI 13) REOU9if'0 '.'� CON[RRE ANCROT6 REWIPEO '-- 17 @8.n nw[ Y>utinx (SEE SCHEDULE OV S v I]) ILLL ®mi ypn r) Co MUCH" SCREWS -E' 1/2• - = USING 1/1'-20 NUTS 1/2' �i ; ' O Ix' O.C. E. \` L " E I(FI(I'j I `GvnGN.E 1 D YN vrxYlo. I- nmrw'Eame9xD I 1 )OR jJ�♦ EFlsnNc yp m�® 1 In,. sEP.WAnGN M ctASS I �(5[E SCHE0IRE ON SHER 11) WSTNG ' w� OA, -- (J HV WALL HEADER INSTALLATION + K YSTON C Sn G11 w. srxutvl ' 1�OR 115 ua,. S[VNUUON TO CUSS I I EERIING-1 `(SEE SCHExczx ON SHER 1I I CVSS �- EESTING 1� 4TAvs�, r E (C) HV WALL HEADER INSTALLATION N YM, SEpMdgN i0 SHEET I —'(S(E SCNEwM1E ON ENFR [T) yr CPnONU. IIy��III:��II i f DRWNr1 ,N• Yn,. Lr---- °°MWW'� we [. 0.• i I [A. • 1 L_ O OS I -- --- i6 LE cod - /2---- —, w I,1 .. - 12 w+` •--_ 1/4*0-20,3/4' S.S. to EO PHIUPS TRUSS xE.D \ 1/.ro-x0,]/•' S.E. PNtWP$ l NMNINE SCREWS USING CONCflRF M'Cx0014 R$ CONCRETE A CHOP$ I B 1• I/P-20 NUTS O 1x' O.C. -- L (SEE SITE mE ON LTRUSS MEAD AMCHWE SCREYS • (SEC SCNEWtE ON sMER I]) ©� n/ Ip--xD I.S O 12' o.a POURED CONCRETE uw PWiCD WNCPRE SNCR u) CON"M BI OR COnCREIC 0L�K' uoMPto CD!SC ) HV WALL SILL INSTALLATION (SEE �DULENOON aEowRW uRED COPOR E sxER 1.) (F HV WAL SILL INSTALLATION OR coocRRE OLDCx WX.L REOURLD (E:) HV AALL Sin iNsrALLATioN x-SEGRCC.uP rigN Dr<TED_•UTI INSTALLATION DETAILS W/ I- SEE SHEET . rOP iYRGL SHUTT[R ♦ SR UIN Aro"s OP USE rGR rb5 MOON • E. B. - CM wSWK[ r N LILY WAY TO suitMYGNWSVA IIpId1HE0 (SEE ERCCUIGnGNs ON SxER 13) • E2r " BtAOE 1A qv SHELL 19 ,17 H V BLADE Q a _ FLORIOA BUILDING CODE (Hon H 9n VemcRy HMrricone Zone xxP' `�,\C EN '� oxon nMcca INC.mxon Exs1ERN MEEu SUPPLY, INc. sF 9 R MK H �+A. IM 4 ■ Accordion Shutter System 11 L�C 0 A■S■�7 Ky. BlAx o, w/ aR w/D Rv. YAN7(Mr 6(ADE 't C -'� :••at x� TIWT TESTING h ENGINEERING COMPRNY American $hoMef Syo}BTS n, x ocEca.No„ Iu,rt w...-, e,•: LO. ^'••_<ORIOP;',4�Y LC :N..:r a.sL DM. .IPDM+ DwDDC. UOPO, 3vs Aesoclellen, Ine. I OLD Is -Gas TN/1 Dqa W/x2/q (� ..T-fit•--I— �Pnu.:ryDE,VTi-I.3. 4268 SVeslroaes Drive 2 =.s7ONALEN�.I'- i `"�Pa. West Palm Beach, R 77407 DRAVIING No •.purr.••'• re-aBUM t7_107 XROR A Hurt 44 67 P.E. SEAL/SIGNATURE/DATE naxca Mc 1 uigT ] SHEET 6 OF 20 POURED um.nt.t srvcxaNS N�c �E (sEc samut¢ aN v¢cT U) t�O.s I OR �� EwSnxG m I o• AR ° [%IPI .S� P1Do6•ry a n.1•'i" `(NF �so¢IVEm � r0°e`•t °m�.Pn 9 t EQ r EQ-i µANCNOR - r ; `CRU N } WS,WG 11 .� On 15 Tro' /10t3/4' HER wNRIE, IOU,FOR SCREWS O 12- O.C. 3A Y cOxCREIE RNCNORS c 8. 'S EDGE or c (SEE w,Oax E ON SH ED 6 �' MPUG9LC FASM�S= [OGC OF 1 < E w y(p 540 EWE OF '--E.D' ,'. CO. 546V r '1(I(I�-' " AFWUBIE '� Ili r OHC NNL ' t. D C POURED- - -._I •PPNGDtL C Ra E. D.• POURED Mi IIw GON"Or ANCHORS 01Dm I9 ro1 CONCRETE P/RS m.® ONCREiE R dZED FEAT NFAD CONMM AY W, REQUIRED (SEE SCHEDUEE ON SUM 1.) 1 gWUIRED E. 0.•— E. D.• (SEE SCHED•JCE ON SKEET 14) 11 TRENCH INS% lnN VAOO ONLY FOR UP TO r)0. ->s PSF A.S.D. l�'. HV FLOOR IN57A I ennu t HV WALK —OVER INSTA eTION DESIGN PRESSURE RATING & FOR SPANs PER w HV CEILING INSTALLATION - SCHEOIAE Y], SHEET TT CONCRETE ANCHORS dtu55 E 5 1 (SEE sC MuC Q+7 IFUUNc i [Ylsnlc-� Eb51wc sNM 15) / 1/.a v ID I O OLlsS � cuss -;rtPa> 1 _S.l Ql/SS� ewr ra m pdt rmulvs�D.'x .OP .,>Rxe m/ I 1/4- I D V elm toaut u t� rq 13F' ev. D,mwrt a O uAx. 1�--lqF OL FOR IA i0 n'-0• HAY AV• r / 1/•. / F r 7. wt Hus vxm 3 r ws. E°rm u Et1ptmn0iu'ma, I�°`c,Yv` OR )© I1 fn04C//4- HE E. 1 T4 ) fCR wrs: 3 _+ I( rt /1.°3/.' HE%_HEM �. , ]r N_ O S OEC y / CCNI. SGVNi. NUX' Tex SCREWS O 9 D.C. 9 J1'•+m 115j8 / �u OR 1/-'0-30 S.S H.S. i cONCREIE ANCNOR$ /1•J/a' Sps. I 11• �, (SEE SC!¢OOIF DN 112 T__ _ 6 7O ]/ O 9• Q. C. ._____ ' Y r.• (i: :.. �'/N'r- /••nun .E)._____ ) � ✓ I i1/9� ' ! „ VnR•I/r.-9u Burs / 17OR 18 / >t n �iI o u oN EOC[ Of :"` I F'L ?UN IF E.O. \ sou mP (oUPPORAE I 1�7 w 18 I T.*m lnN. `F%rsnxc Non slquauwa )/8•-+ �P( (E `\`� /I.O/.' EN. 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'7 TIWT TESTING k ENGINEERING COMPANY AmeNcan Shutter Systems DarRAn9N W,E aR.wn d^ t.a • •.pp ; ,�4.Q1`t eu+ N.. va s., w. xx rccN. c.was, naa, vl Asaoclatic, latlonr Inc. I R ow 15-oes T/n/1 wru w/z> -:his T\�A� °npn" ( >°PI-Iez • fe' : G10s)...... 4268 W/I>estroods Drive 1 _�QNgIENGpd' � 6%a West P.I. Beech. FL 3340, % DRAVANG NO • '•• rr, -.MR A UuR Jr. P.E ' 7-107 OF CFAI /CiCNmTUOr /Pert nORM tx. / «IEl MfdE. NOTES ON tWKNG RoosJp Nv Loo, p w pIN �ERISWG ASB INSTALLATIONS®«BLADEW HV CETERMATES FSEETEE °"° °E""" "" ° `°""ENR.T" MPtIfJ,TM MIN 8W,0 OR Z— ,0•®a©•�®.©w SEC FNO WA E,'^« CT101 ©'Q • ©°'©•�®01 rrKlsrrvc cuss DETAILS ON eHES 10 & — — — — — — — — — — — — — — — — — — — -- _L--.------- n w©® r cEN7E T s T /10J/P S.uS 0 12• 1 ,.t C ER ATES O.C. nLLEN 1CNT, W LOCKA Or_ (ZS) NI . PA T10N HVA EMI$rING '�wp•®w®•®wl f%CUss B •�8u®•pwp 11tEAST1N + r—\—--®----J GvSS UK SEPARATION t x To GL.Lss (SEE SCHEDULE\t IN OPTIONAL ON SHEET 11) (INTEROR) OUT 3 w r v SY/ HV LOCK or 3 TOS (sESCnE E ON SHEET 11 i - - -{ - - --------- �w Low® OUT ® w @I*—" HVC wOw10•pw T—EXISTING %. w CUSS r-PoUPE RM OR ETE BLOCK WNLL �w \\\\ IwU O•®w uW. SEPPW*4 �wO • ®w (SEE SCCHEMLE 5 I ON SIM tI) I 16' YC'lT oUT I S ,,- W�Jt. S: HVE HVF** FLORIDA BUILDING CODE Non High Veociv Hurricane tom 020" 1 moo. M 03017 EASTERN UUG SUPPLY, INC. �� * ..* A.S.S.A. BR vN Accordion Shutter System TROT TESTING &ENGINEERING COMPANY American $ $Y9iGTE13 H.V. a" #1 W/ OR W/0 KV. WN00N MACE Ev. x REscePlux aafs rsN. wn, s. se. !m. aaau °.R904 Ttc90. atu Association. A990C10N0I1. Inc. 1 OLD is-OB6 9Nn n]/1 mNm1 Rc Le oNTG OI/D/t] PnenT (lO.jd]t-1!]0. Pe.: (J°S)J]I-ISJ1 •{26B WestE00ds 06,. C -mM- uneRao9Ptc9w o-GNLLT19 West Palm Beach, FL 3.--, J DRAWING No NIL]Lp A RWT J,. P,G x � �-107 nQQM lic. 4 RMC) 5 AUERNATE INSTALLAIJON W/HV "" LOCK 0 MALE/FEMALE 'IT" LOCKS CENTERMAT S a LOCKERS : / Cil HV BLADE R SEE END GOWNECnON DETALS ON SNIETS 10 R 18 OUT �� IN �/—ounw a.�ss evtt 0:urw men :nr, wanlru au sac+ e. I w@uO• 6 bv0 ®s .n a un x a nnrwa evtt®m, N»-~A. Q7 o 1 Ru nn a n.s sx¢r, Y.r ec use Y.m n¢ u]wo• 0 AwwpwgpzQ ,1 r7eerl JYIwY �` .Q: L 35* I®1 • 1 /TICJ stun XTEM. W, 7EC O tra. TILLIT TESTING a ENGINEERING COMPANY Uf] 4f. ]Yn A Su. ]e1 vE'd[. VApp4 n A "-:f>a5)evo-lvw. " p55)en-nJ1 B-ammo as. naaau, ue / .am] A.&S.A. American Shutter Systems Assoclatlon. Inc. 4265 Westroaos Drive Yfast Palm Beach, FL 33407 RV. MADE BI W, OR WF No 07 LOCK rarYln LiP ttNl YONINIG 1 °tea) MAXIMUM SHUTTER SPAN- 'L+' OR'L-' (ft.) FOR or or or ® or or iNSTALlAT10N5 W/ ,/ &� ON RODS or ONE HV LOCK or ® or 29 W/ ONE W/ NO LOCKING WO LOQONG an (SEE NOTES t, ti) ITTOM 1ASEE 7.A11ATXINS o Aso. p[SYr rvmva COM1SPLTE & MDOD Irma ,ryL ,Igyltw: ROOR/CCIOnp uanJRvc I^"> I naaRnou,Aic uaIWJTN4 SCHFnI II F R.R MAXIMUM SHUTTER SPAN* -L+' R -L-• (ft.) INSTALIATTONS M & W/ ONE TN LOCKS OR W/ NQ LOCKINf, ODS (vAUO FOR LIWMINo QE) SLICE! >j COJCR E win ®or In51.11A1pN5 umwL RMP/fILOWa6nL M+r1 OR (• ce -J xuL uL I.FLOI M _ffl6 N SD 16'-0' SS 40 14'-2 IS'-2' 45 IS-4• 14'-1• `A 12-a- IS-1" 55 11'-1' fiD ID'-2' ID'-11" 65 5'-S" 70 B'-6' 9-4 >5 g _g• MSTA11 AT10N LEGEND CDNCRETE & MMJSORY WOOD WALL A. 9, CID E. M. N, 0, P, O, MOUNTING F. K & L R. S. & V. r000R/CEILNG MOUNTING G. H, I, 11. M T. U. W & X & IM 0 UAMMUM SHUTTER SPMJ 7+' OR 'L= FOR MSTAUATKMS INTO WCOO SHALL BE LIMRED 10 IDS P51. ASD. DESIGN PRESSURE RATING. t NM CORNER CFNTERUATE BS UAY BE USED AT ALL MOURTIIG IHSTKUliONi LOCKING SPECIFXA,iKINS SE AS LNOED ON Y TCW CONOIION /2 HALL DCAI NOTE 15. SHEET 5, tt EXCEPT THAT U0IMUN SHUTTER SPUD Za' OR 'L-" AND MAXWm ASD, om, PRESSURE RATING FOR musr rwi IRO CONCRETE OR OONCQTE ELOOK S BE USTED AS FGLOJ ,. 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-02 P.5.1. AND 8'-0' SPMJ• SEE MOUNTING QON SHEET >. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 V I 66''--s>"" 5'-1o" i5'-6' IRS 6'=$' n H V B LA D E 1. C2017 14TFC, LW-. IL rECOI•G, TIWT TESTING & ENGINEERING COMPANY wss n.. Jae il_ sM. =. W ' rAmors, 10 n Pnpu : (X5bTI-10.b . F.: (34161I-1.'N .-.ut Olaoaed<o-.. e-ro56i19 W4RR A 1{UT Jr. P.0 RORpA Lk, 1 44157 (1) LY: MA%LAVA MLOVIARLE SPAN FOR A GIVEN POS11PAE ASA DES10sl PRESSURE RATINO. L-: MAX. ALLOWABLE SPAN FOR A OVER NEGAtNE AS.D. DESIGN PRCSSURE PALING. "I PROCEDURE TO DETERMINE MAXMUM SPA MR ML MOUNTINGS DOP/BORCM) OR FLOOR/CEUW: CNETI A POSITIVE &S.D. DESIGN PRESSURE MTIJC, DETERMINE MAXIMUM SPUD li FROM SCHM,,, GIVEN A NECARr AS.O. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. ❑NAL MAXIMUM ALLOWABLE SPAN IS TOM TO THE MINIMUM OEIERNINED SPAN BETWEEN 'L-' AND L-'. (3) PROCEDURE TO DETERMINE MAXMUUM SPAN FOR COMBINATIONS IN Day'RIELI WALL MOUNTINGS W/ FLOOR/CIDLWG MOUMINW: FOR A GIVEN POS(f,, AS.O. DESIGN PRESSURE BALING: DETERMINE: LH- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, U+- MAX. SPAN FOR FLOOR/CEUNG MOUNING INSTA TxlftS. FOR A GYEN NEG 0.5.D. OMEN PRESSURE RATING: DETERMINE. LI-w M. SPAN FOR W41- uOuRnm INSTAL 710NS, U-- MAX. SPAN FOR FLOOR/CEILING MOUNTNG INSFAS.IATIONG. NNAL MAXIMUM ALLOM'ABLE SPMI IS LOU, 10 11 MINIMUM BEN'EEN'LI1,'U+.'LI= AND-U-' (4) GO TO ANCHOR SCHEDULE 1YIfH FI, m"UW "LLOWABLE SPAN AND NEOATA< AS.O. OEEIGR PRESSURE RATING TO OETERMINE umWUM ANCHOR SPACING. wlMw unAL suPJtr, vie. 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Accordion Shutter System 9 ':•eAf ,• * •. p ::,E,1� ti •1 1111 �NALEt�' III• oC-ecfr•b.auAMiee rn.rr TILUT TESTING & ENGINEERING COMPANY wss na.:ev. si. sN, ors, xAGra words. rvny a>le Poem I PmI6Trvtm0 . re.: !JOS)Or1-", - M-0005Ce7"t YUUER, . 0 " P.E rEORLA Ur,I N16) Amerlean $hufler $ysleme AB90G(O}(On. 100. 4268 WeslrooCs oriv0 West Palm Be=... FL 3340. RV. aAOE 81 W/ OR w/o RV. w DON 9AnE p.. OE14..N DAY G1pAn 9r. Le 1 OLO 15-C83 )/2l/I OUE: OT/2] 17 : ] ORAYnNG No 17-107 ., ILJ uK DUILUINU3 r7 FiV & HV♦ BLADES (AS APPLICA r" mPSH MAX,SHUTTER SPAN L+ OR L FOR INSTAL L ATInN s INTO WOOD ITH NV BLADE t ^N v SHA L HE LibiflIED IQ OS sA.E.Q.DESIGN S U SEE S EE 9 FOR MAX SPAN 1/rR TAPCa1 oR V=k MITI ALVIN D A.S.D. DESIGN PRESSURE RATING FOR INSTAL L A11nti THREJU)FORM TECHNOLOGY I / 1 ,® ORhll C IN UNISON .�1 TMMCN OR W/ 1 1 J• W" PENEIAHRON I iMCIXi MiM AMPNCED iHFEFpfORM iFCHNpICDY Oi M�%r AN 10 (SEE SC 6Wp HEADER. /' I wppD HEIDEN n. O: scHrru O SHEET 15 4tEA 10 E%6pNC (SEE SCHEMES On SHED IS) (SEE SCMEWEL ON SHED 4- i LUL S•JM NO SCREN 2W/ 1/ --2 yA[HINE 1 Tp aA4 (SC 1 �@ scREYI$ W/ I/i -. D NulS f— FORESIO: IDA'o T E� DOOR;I aAe¢mx Lfy. ON I. 1 wAu I � ` _ 19 III e' � •:V �,1... ��"..OPppNtl .. ,_���_�' ,', .. I �_ `2"x OWN. II 71-EAGER RYISN HEwa TEOWul 1 OR ®* nYc Mw. o 1�: 'n �Go CRSTNC E ,� SFPHUfYN I ftE-NE0 II'aTPWNOqTAPCON WI1NADVANCEDGLIB$-y ro GAT'(� I I I I-1nRFApfORMIECHIOGT1-- sceo E ON SAD PARATON TO CUSS Gm. PENDPAiION W iHRCADEO RRU M1 IbIM9EEeT 19 FL fA�GFOUlE ON SNED' 11) DIVING SOO) HEWER.I 'i (SEE SO, SGUEE WI SHED 15) • •1 2.1WK. 9LL UN NV WAL H AD R INSTA I ATIOR PLATE RED•o. MOHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATIOI' cVSS I I 'Ilk. SEPAFA TO GLASS 1 - MH. SEPARATION to G`.SS 21a• WNi:� MIN. SEPARARIOI 1. G I 1 Fn51w0 I- (SEE SCHEDULE ON SHED II — I r—(SEE SCHEME ON SHED 11)� 1 WOW PULE y(SEE SCHEDULE ON SHED 11} GIA551� ENIETINC OUSS-� � --.1/i•e-20.3/4• ss, 1 1 IH o-r2%a• ss. -WNL I VACHNE GCREIYS W/ ,1 1; .. I UWSCIM1L 1/�20 NOTS • ^•/ t: nIflAI I ` / HOC. -40 Nurs o Ix' MI O u" o.c. (I I u \ � ( 2-x4- WRIT wwe PUTS }-+i1nVtWn u' {O 1 �\ lFt `•`/m� j \ L_ .1•Nin. // 11 Hirt 1/4b TAPSCH OR TAPCON ON. R,,N ED 1/a•9 O"CON W TAPCON WIIM 110INCED I 2 a• CONT i \ THRUpTORM TECHNOLOGY W/ 1 In iMRDGJFORM TECHNOLOGY 11 ` SAL PUTS L R^L PENDMn0.4 CT THREADED IREA 10 Y'. / V2' - _ 1/Pa TAPCOY OR NO2 REO'D. I DIVING %WD H m. . LGn, PFAF1PA1pN Cf THREADED -EA urt0 PLYWOOD 1_ \ TAPCON WITH AWANCEO I -SEE 51GET i FUR 1YPIC4 (SEE scHa E ON SHED IS) ' -�-- (SEE SCHEDULE 0.Y $MEET 15) ENIST.tiC MM 2 I/x YN CpI:] TMflEAOFORM TECHNOLOGY SilUT1Eq A55EV8LY wyy n,yg, STUDS O IE• O.G aAN._. PLYvtOCO pf0'0. rv/ 1/I" V'n P[NEIRAOON b ]-MOUNTNc GECnWR Cal BE 1/2• MIN. COX PLHYDGp REO'D. WALL nNlEx --�'- THREWEO M1 wE0 PLYrIpOp C0M&nTD w aT/ MY TO t REp'D. PIYWOW l0 DE (SEE SCHEONXE ON SHEET I5) SIIi arc INSTtLUNON. ®HV WA $I INSTALLATION - WIISRNU MIN, E A 51UD5 O 1G• DG. VA%. REO'D. AAACMED TO STWS w PLYWOOD 1O DE AnACHfO TO STUCS IN ACCORDANCE ACCORDNCC WVH wml sEGlp)N 230e OF THE Fll SECTION 2300 OF THE O HV WALL SILL INSTA I ATION ♦ SEE u Rogz aT uE.E a ©HV WALL SILL INSTA eTION F;2A%tAt;0'/'nATF IYIAA �'"M�FLGM BUILDING CODE (Non High VelocityNurr)cone Lone � T//./ly_O3olT la1Em. wc. ®201] WIDER Fine, SUPPLY. I:C, cFtis�;•..�= A S S A Bon Shu TM I L E C O ,tea. , Accordion Shutter System American SITUMer S HV' HIDE d1 W/ CR W/0 HV.WINDOW (LADE /) •' * TILU1 TESTING A ENGINEERING COMPANY yslems N N D.lr MM„„ e.. LG f ; WS Ha AA SLSLL NSvaAssociation. Inc. I DLO 15- ��005)Svl-Ism . ra.: (ws)an-15D1 4268 Westreeds Drive L 085 T/xT/Ir wrz: m/]2/v.I�A: ' YV�pWest Pi Reeeh• FL 33407 5 DRAYRNG NO �••E,I`�, �.I 111 eik,ltAt;0%DATr MORI L t ails] 4 - � " _� 07 WALL fFSH SPAN &DESIGN I CDR rAPDR LOAD FOR IN�i F T PC ii REAOF RMI TECHNOLOGY ( REOSU ~ W000 }}GRAD Rm. I W/ 1 1/2- Mmn PENETRATION OF MREADEO AREA TO i/a 0-2u.3/� S.S. SIRUCNRAL `DECY UA- OF EXSANG Wo00 BEAM i EMSIINO WOOD nIDDER, ������Y•� f �. PHiL }puss NFAO �N( @ To DC Crannso DY (SEE SCHEDULE ON SHEET 15)TM'I' NUTS REG5IERE ENGINEER W ARCHITECT PRIOR TO £O 0 12' O.C. SNIIIIIR INSiALUTINI YAPCON AIM ADVANCED THREADFORN n7' iECNhaccY Nor. W/Nin. PENETRATION Of' M EO AREA t0 `OPLIONAL DIVING WOOD HEADER. -IJ (SEE SCNED&E ON SHEEr 15) Cr1SRNG-1 'EYJSTING MIN 3'n1' GUSS (I HEADER REOV MIN. SEPARATION TO GIASS ) . ( (SEE SCHECV E ON SHEEt 11) EXISTING L cuss—; t-SFt $ff(Ej a {➢I rKFAi SWRIfR I$SFIJBLY -I- wixr wAY�ro sua sscar wn uA ruD ®r NIN. SEPARATION To OV s J t (SEE SCMEULE ON sr!EFT 1111 EXISTING Eti511�N'�T T GUSSt,. TI C � 1 ( II I) _ Nor• ®c07 11ac]/4' S..M 06'OC. 1�or ® or IS Exlnwc cuss— _ IQ OR Q1gW I s IN EDGE (E PKICµtS) EXISTING WOOD TRUSSES OR, RAFTER O 24' Go, REOVIREO USING SOFFIF /a- NOC INK. �A or 1© Or 1© (])5/I6'0 Lln SGRMS 10 EALH RAFTER OR }BURS. LOCATE LAG SCREWS At NIDRIDM OF COS¶NG WOOD MENfiER, (2- Nm. NOMOUL WIDTH) W/ 2' N:P. PENETRATION OR EASED) AREA VPlo FOR InSTN.UTIRS WIN 72P9 j. MAX, A.&O. DESIGN LOAD AND R'-Ow MAI SPML TADS MSTAAA011 IS ONLY VALID FOR W001) W/ MIN. SPECIT, GRAVITY OF O.SO AS OOUCIAS —(j)OR 4Y W FOROR SOUMERN RNE 1, t OR S TO i lax I I T SEPAL I I TO Ot155 ) I 1 ONE H Qt1 I SHEET 1 I 3 { £x15rwG ; a 81W]/r ND auSS j WASHER HFAO iI DORMS 0 li' . o.c OECX REWIRED (e0 - AuU TAEG) nNl$H ALL0MD1 _ — EWE_„_.--�- - - ALLA'NE) EDGE or DEC, OF 1 O EO"-" DECX IF m `- IF M OF DECX -: f \ 1/ab TM oa R 1• IP7NILLi%iRUSS HFAO _ 'Yy -Se' APPNCADLE �� .— IF APPUCA9:E 1'ra' CONt TMCON MH ADVANCED ' MACHINE_RREWS__----- ISILL PUTE 1 iHREWEORM TECHNOLOGY W/ 1/a -20 NUis—. 1H p lAPLCN OR iAPCON YIITX ADVMUC£O -T REq'D 1' W/ 1 1/2, Ifm. PENETRATION 0 12. OC t/1'p iApCGp R rAPCON WItH AOVONCED IN FOHN 2 NW THREAOFaRM TECXBOLOCY W7 11/2' Mm 2' FAIN.^ I N lnREADEO /AEA TO TECHNOLOGY W/ i IJ2 N'n. PEIIETPAFON OF IHREAOE PFNEIRAFIas OF TIRN)FG [XISTIAD WOOD HEADER. AREA TO EASING AWD NFADER, (SEE SCN IE ON SHEET IS) µFA TO CO61wo VI003 HEADER, (SEE (SEE SCHEG IE ON SHEET IS) SCHEII ON SNCD 15) X BY —WALK —OVER IN TAd710N ov HV WALL SILL INSTALLATIONiiytte roR WHY FLOOR INSTALLATION ✓ FLORIDA BUILDING CODE Non Nigh Veladt Hurricone Zone SS1S ..�CEN �y P2617 AOECO INC. C2011 EASTERN META SUPPLY. INC. ER A HVTu IL ECOIr�. A.S'�,5�A� Accordion Shutter System dT� 'rr rLv 3ldE Q1 w/ OR w/o rLu. YdNOON annE p'y TILUT TESTING k ENGINEERING COMPANY American Shutter Systems GrscXpnON 0.M aGWN 6Y: La ICa 5, ± 'an ]6v. A. 51.:R5, vN.r'0.'A WroEM. FLCRCa ]]I Association, Inc. Y I aUl 15-Les 7/27/1 OAVI 07/27/17 V 11 P1— (D0J)G71-15D0, Epr;(W6)eA-0J1 4268 ViestmadS Drive z �aMAL ET1�'� •f' 1 _m IIW.OoF" West Palm Beach, FL 33407 s ORAV2INC No Cfg6>,p 17-107 -' � WKIEP A rILUi J1. P.G . P.E. SEAL/S16NATURE/DATE nOR�' u` s a416J s SHEET s 17 OF 20 END INSTALLATIONS n HV BLADE OR 9 WINDOW BLADE INTO 2"x4 MIN WOOD STUDS wsw nnam ©•Ci •G-0'Qi' E6• r�•cD•ts•a-,. •d- END CONNECTION DETAIL b w• �Mw rim» O A 1 au.a�"'�a•r�rc r a� i Finn• s�.¢ p!.�. I p�Vr. ��:w�pIXw�RUTPo ....... .....—ts-t4•tZ.C.$),.Ls. OO -D; •Lt-0•�•D• 6•C9• •t'9�`vL• PUN ENO CONNECTION DETAIL 12 DETAIL % FLORIDA BI IL ECOfNa. A.S.S.A. ' * TIWT TESTING A ENGINEERING COMPANY American Shaker Syafems O•'•�� m" gym. xa. s:, w.:m. vaD+n woos, nwn one Association. Inc. --s/�NALEN��a•` �+fw siD)I-ssm. F.: (3Dn)e"-mv �-�A)�D 4268 Westroaos 4MN, WDst Palm Beach, FL 33407 wAuw w aw) a.. v.c P.E. SEAL/SICNATIIRP /OATF nw9A lk• 1 ulc) INO CONNECTION DETAIL • rmuw —w .w mars.1. a , .r-v • SEE Wi Ano OF MEF R 'WE III ON SHEEF IS • uw • 0 7"M Accordion Shutter System HV. 61ADE #1 W/ OR W/O NV. WNDDN MADE [V. x D[EC[VpN. ylr DRtnN FT LL I o IS-C&5 )/1)/II DAM' 07/27/17 DRAVANG NO 17-107 EA1I44 6r/SS —_-_}___--- I__________ P. aQ TY➢. SYYV��F1I CENiERWiFS �'$t� W/o'g; (1E xorz . ARwL) a 91 91 9 9 9 9 9 9 9 9 9 9 91 9 �9 61 9 9 91 9 6 PM, TOR RCWIRmU ) Lam`, a 6 YP i0P N Bono.W �3 @w(D �)' mm' I ELEVATION Iw xrAewn ro aAs � `AF1l14EW Am ti RA e/pEQI _ ND UI 1Hi 9¢T fOi o --- I� 32 _� PLAN NISON WITH HV WINDOW BLADE fAl 'SHUTTca* IrrA94!E!S!.., A. JGENS4c`•.J9% 02017 mTrm, wc. Z 11LIEC01111c. '•' �'^ % Q ' TIWT TESTING t ENGINEERING CONPMY 9A �r'+. Ff nPInP .: h�Ar wv ... xIn Y, sl...w. Ixxu wGoa, vwRa m FY.a�.: (om16n-1sw. ra.: (xisAn-u61 "e�arma..Y. '"'sS�ONALENv; •• •• YryY1 PL IV CFA1 /CII:NATI UDC /I.ATC ftoRG .4 RORIk. C NI6F I. VNL 4SD. OrNUI PRESSURE mmry - .110• - 110 7. W. SmUM SPNI: 96' ]. YL V) MOUM S A, 0. G @ N 61 SNfLTs , ): IS YRL /5 YON w Y. Q T. U h W ON SNrFIS 16 6 11 C4 n`s 1 (T w Q� 0t (>31 n NLOYED 4rM 1 p] M it m A m OR pPA091c " . w uSE Or =c EIXI(A16(fT(J.uVSf DE DILLNEO M, AT EYaIUM ACCESS SD[ Or S. W m MNDYX (N3E Q S MY ILLON A WYMUY OE s OSE l (Ol Nausl roR � POI aIME Ar SPACINC6 SIroWN on sxEEr .. (el uw. clrAwnoE raou rm aR eDOou EDGE GF xv rnNaaW azArc OF NIY J'6 x0S roR QSWL eE 13'. (® � DUDE W1Ie14 QIf MU SMia6 AT EN' S AlYI (a) W Moot B r Q YUS M USED 41O01Art To A SWO W MADE IQ nmoucNmrt O1YnER's WorrL (E) CLNRWM SN KWAYS Ri wSTN A ,,1a A S,,, N, OJ I At EWER WE OF TNPI. (r) P0.YCARDONArE W RaN00A SHALL fiE w51Nrm SU r O'BS rAa MC wIWOR Or r CPE c PRo1LC1EA xv wNWW YUsT EE My wSlA AND LOP® u4vG A xI SETruUc raaL ➢ROnC Rf 4Rl wc. 4 SE -M S MINO SCHEDRIE FOR OLSiNLAIIONS R R) NCYU fRLYL IPIitLPIGs ON Van IS. AS UYDEO W SPAN AND OE9v'N LOAD (SEE NmCS Y3A ). 7. SOL C`OR SPNQS 5P¢DULE FOR INSiµIAiIgYS Roo PoUND CONE M OR COIAIRM &CCK WNL ON Seats 13 R I0 AS UYIIED w S M AND MON LO (SE NOEES 1 N , Ae,,). e. "WY sa`A TON M GIAST SCH(DULE. FEA A41Y E-1111 mw xavE uwvuu SVNNMp ro cuss N BRS' QP22�� AeS.S.A. American Shutter Systems Association, Inc. 4268 WestrooCs Drive West Palm Beach. FL 33407 :b'3V1I L sli NCFK SUP➢LY. INC BE TNA TN Accordion Shutter System KY. 9oDE #1 W/ OR W/O KY. WINODA EtA➢E AVANG No 17-107 1 1/Yl aD]5• TU p YAfiES Yn LS(u A-655 ss 40 Nan. Yn. o-w eq.V. SHE, - 2- Wc-I unn sews Ai I6' ao. jo o I 1/.: oass-T,wx u:n: a3a 430 Ass, -s SfQ. IVKS puxVTt O 6. O.C. O 6. O.L. ASIY ARD CNDC .0 ST 6-w W✓iVuurt6 fAS1G® 10 srvOS w/ (:) I6a/T ra FXE rr AS APP AUSnNISH39 uI]c6aR a n"f6gP race � As APPuc•D.E EY]STINc GLASS i uW. SEPAWTION To cuue; (SEE SCHEDULE) o4u• nlln( Ya.� [ziSTNc WSH 1 �CWR. a4v. slna sM.^M puxHry AS 0Pl1GBLE Am A-653 4W2( w Y c-40 i 1 E4V4tli♦D fASRdD To STUDS ! -(4 1 M/ f'q /0.1/]' R% SCRkw4 Cb 3 SYSTEM INSTA %lml TO ME'TAI ST1 D WA 1 c 1. MAX. A.S.D. DESIGN PRESSURE RATING +75, - 75 (psl) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTWG MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WTH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT KTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. __._'. ..-. i ''to 6' O.C_ I O 6' O.Q -. - IOs +�Ss ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 12 CENTERMATE 21 APPLICATION WITH BLADET 1 1/2-. Dor MCN w ''VAR'E5. 430 A!ID A-6S! GRIEF a0 .. �Y:11aiy 6. O.C. S cAcv. IV O.C. WALL HEADER (SILL INSTALLATION I srYDs Ai 16- u;n. _ ,N1L, A_ — d 1/2- li ANS".. L/ /* 7) ; hLUT TESTING A ENGINEERING COMPANY (I[ �'�"T, wss x.n. ]aw sv, s".:oA NRLMA cwnva. ssmms v GNpna: R]a.)Bml-1[„10. fax:l]0!!!T-I:]t 1�\\• yyaU' rural w 16Uf L. a.E �IAThRG'I116T: RORM Ue I N16) IYRH 1 CJ 1L 11 U...I 7�-12.000' 083, 114- NOMIYLL! !4-"@ AI AL�IMIMMLE�rM S FM 6063-75 ALLOY SEPARATION TO GIASR SCHFDUIc A 3.DW' WIND ZONE MINIMUM ASTM E-1996 �AAON •]c LENGUI . 1• I THRU 3 CLASS ® 1 /4"0— 093" BOLT 1' MUST PENETRATE 3® 1" 4 4- RT_ —1u 1/4.0-20 THREADS 43 1,WO ELCO COKWRUCTION PRODUCTS EAB— OK HD COMPONENTS H5 Most AS sPiL STILE: 3/e'= 1• Tor h mrTou) . ',''I vRI/M K NE➢AMION VAAS MOAio 1411 FACE 841 v LO:Zl AT i Z _ NY XE•pER/SL MDS VIEW 1/2. LIME SLACK ** .I SIDE CONNECTION TO TRACK ASSA """u � � � � Accordion Shutter Syst� KY. BALE e1 W/ OR W/O KV. WINDOW BAD American Shutter Systems x asc.... Turt DR.wa Rc �L Association, Inc. T aD 1s-ces Apr/1 wrz: m/21, 4288 WestDrive West POIm Beach, FL 33407 ] DRAWING No •I I I 11-1D