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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 _ _ Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics Submit Surcharge ! Stots & Facts Publications Contact Us 505 Site Map Links j Search a bl. Product Approval -d tLS.'� E'al USER: Public User File Copit Product Approval Menu > Product or Agplimtlon Search > Application Lis [> Application Detail FL# Application Type Code Version Application Status Comments Archived FL389on p fl E; II VEI; I Revision VVV CCC LJ 2017 CODE COMPLIANCE Approved ST. LUCIE COUNTY Product Manufacturer - American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Bill Feeley Irodrlguez@eastemmetal.com SCANNED BY St. Lucie County Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. ',tl, Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI 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 https://Floridabuilding.org/prtpr app_df.aspx?param=wGEVXQwtDgvYYHH2vJ"53MwsXdCOtOXQsoPMYK7UCS%3d 1/3 4/4/2019 Sections from the OC Florida Building Code Online_ Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 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 Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes 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 ASO load and 13'-0"-for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-11" for 55 psf Created by Independent Third Party: Yes 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. 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV3 blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC,, INC. DRAWING 17-107 PRODUCT OF EVALUATION load for HV blade for Keystone mountings 7'-0" p.s.f. for metals REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Impact Resistant: Yes 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12,.25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., IN DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.£oeyriSh[ 2007-2013 State of Flodtla.:: Privary Statement :: Accessibiiiry 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(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emails providetl 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 emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dla hem . Product Approval Accepts: ff-1 q_®5 =- hM https://floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOIOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SPTTEU SHOWN ON THIS PRODUCT EvALMOON DOCUMENT (PEE.) HAS BEEN VERIFIED FOR COMPUMCE IN ACCORDANCE h1M ME 2017 (SU, EMUM) OF THE FLORIDA BUILDING COOL N5 ACCORDION SHJOER SYSTEM SKULL NOT BE INSTALLED AT HIGH.: ALGERY HURRICANE ZONES.. DESIGN 'MIN LOADS SHAD BE DCTEEUUTN£D AS PER SECTION 1620 OF ME. ABOVE MENTICUED CODE, TOR A BASIC WIND SPEED REOWRED BY THE JUR,A,,ON WHERE SHUTTER WILL PC WSTATLED WITH A Is. IsIOI.. 0, FACTOR K6=O,BS, USING /SCE 7-10 AJD S TIM EXCEED ME MAMMUM (0.S.0.) DESIGN PRESSURE RATIWG, M'ECATFD ON SHEETS 11 MRu I5. 19 L. 20. M GROOM TO ANI MF MOVE CONDITION, ULTIMATE DESIGN AND L0AD5 DETERMINED PER ASCE 7-10 SHAL BE FIRST REDUCED TO A.S.D. OESIGN WIND LOADS BY MULTIPLYING THEM W 0.6 IN CRIER TO COMPARE THESE W/ MAIL (ASO) DESIGN PRESSURE RATINGS INDICATED IN SHEETS 11 THRU 15, 19 & 20. III OROEA 70 LENY THAT COUPONENIS AG ANCHORS ON THIS P.ED., AS TESTED, WERE NOT DA R STRESSED, A W 5 INCREASE IN ALLORABLE STRESS FOR WIND LIONS WAS USED I.V MDR ANALYSIS. HOWEVER, A WHO DURATION FACTOR CO=1,60 WAS USED FOR VERIFICATION OF FISIORERS M WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADECUACY PER WHO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOROAOE WIN MEMON ATt609.1.2 OF ME ABOVE MENTON[0 CODE AS PER L REPORTS: -HV MADE C) /0214.01-03, /07T501-03, /IOOaD1-O5, /1214AI-05, /017.02-06. JOGGS01-10 AND #0210.01-11 AS POR TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTY E-1886 AND E-7996 STANDARDS (MISSILE LEVEL D. REND ZONES I, 2 & 3) A /122DD1-10 AS PER TAS CH. 2W a 203 PROTOCOLS LARGE MISSILE. -HW WINDOW GRADE ® 00SESOI-GO AS PER A,, E-1886 AND E-1996 (MISSILE LEM D, W14D ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 9 0725.01-88 AS PER CAS 202 PATTI 2 HY BLADE 01 AND HN WINDOW BLADE ® ARE ENGINEERED M WORK IN UNISON WIN CAP, OFMER URGER ME GENERAL UMIADONS AND CONONONS OF USE INCURRED ON SHEET 11 �i I BERTHA M.V. ACCORDION PINS (W SCREWS), USED AT MATES KNUCKLE AO FOR DIRECT MOUNT CONNECTOR TO MAINS SHALL BE 11412.75• AND /Mh1.75• KDREMPLY, 410-K MINIMUM SERIES COATI G OPLTGTOFS.. REOSTERED WIN AVENCAN Wf,OT,�5Y,,,I ASSDOATION. ,G LUST FAP THED TES k� TENIME MARGIN. PAS SHAIALBTN MAg PM, E MATED FIN NOR MSLp��OSHIED CpARNC 5riTEN AS uANUFACTURED DY APPROVED 4. ALL &UNMUu IXTRUSIONW SHALL ME ALUMINUM AS$OCIAl10N &COY AND TEMPER AS INDICATED ON SHEETS 2 AND & MMWUM YIELD STRENGTH FOR 8OW-T6 ALLGY IS 30.0 WI AND M7 AM FOR 6005-TS ALI)Y S. ALL SCREWS TO BE STANIESS STEEL 304 OR 316 AID SMES ON CORROSION RESISTANT MATEO CARBON STET AS PER ON S,18 WITH 50 tri US, VELD TREND, AND B0 0.\0 SHAL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33.A. Hal YW FONDUE STRENGTH 6. BOLTS TO RE ASTA A-307 GULLMIZED STEEL OR AD SPA OR 316 SIDES STAINLESS STEEL WIN 35 Ue M06NUTA IElD STRENGTH. 7. SEE THE FODDWINC SHEETS MR ABHOR SPECIFICATIONS: RV MALE 0 1 12.13.14.15 AND 2D HV BLADE 0 A © NOTa(MG 1.4 UNISON. 12. 13 & 15 B. iYlS DERMA ILV ACCORDION SHUTER SYSTEM SEARS A UA PATENT 16.779.502. COMPONENTS OF THIS MPRW& ME COVERED IN WHOLE OR IN PART BY U.S. PATEN /5.458.170 ISSUED M EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESFONSBUW OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE S ,m, 6 TO BE ATTACHED TO MWn PROPER ANCHORAGE CONTRACTOR 10 4 CAWL ALL SHUFIER COMPOxE T EDGES WHICH REMAIN. MR, FA9IDONG IN C0.YNDJg15 CONDUCT WIN ME WORD TO PEAR, WINO/RANT, MTRUSIW. M EACH UNIT MUST DEAR PERMANENT LABEL IN A VISIBLE PLACE WTN WARNING NOTE: MOMS FORCES OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS uUv^T PROPERLY CLOSE AIL FW AND MO CEN(ERMATES AND ENGAGE OR LCCK ALL HO AND HD LOCKS, 11. SHUTTER MAVUFACNFCA'S LADEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION DOTTER IN ACCOMMUM WIN SECTION 1709.9.3 OF T OPoM WRONG MOE ONE WM SWL BE PLACED TOR EVERY OPEMMG. LABEMIIG TO COMPLY WIN SECTOR 1703.92 OF THE FLORIDA DOING CODE 12. BERTHA MV, ACCORDION SHUTTER SYSTENY INST&IATION SMALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY GIRDING AHD ZONING REGULAONS PRGMDEO BY ME JURISDODON WHERE PERMIT IS APPLIED TO. 13. (a) THIS PED. PREPARED eY THIS ENGINEER I GENERIC M, DOES NOT PROVIDE I M,,,,W FOR A STIE SPECIFIC PROJECT. Le, WHERE THE SITE C@JbTIONS DMIE FGM ME P.ED TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 IYWCAL WINDOW 81ADE & MNDcVv DETAIL, AREA • HV BADE 01 AND HV L•"NDOW R ADF 6b (WHERE A� PPI I0Agi F1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS $MEET 5 IUSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/ELGCK SHEET 7 CENTERMATE DETAILs H4 SHEET 8 CENTERMLTE ALTERNATING DETAILS HV SHEET 9 ENO CONNECTION DETAILS 1-6. CONCRETE/8LOCX SHEET TO MALCMUM SPAN TABLES SHEET It ANCHOR SCHEOVLE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE &BLOCK SHLFT 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WEED SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3- HV WINDOW SLADF 1A ONI Y TYPICAL WRITTEN ELEVARON SHEET 19 AREA 4: HV WINDOW AT AnE n ONLY LVSTMIANON DETAILS. METAL STUD WALLS SHEET 20 (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALATON INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS AT CONP.E.D„ PRETTIED NE/SHE DOES NOT OEIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETWLAD ON THIS DOWMENT, S ROCTION SUETY DOE 6 ME CONTRACTOR'S RCSPONDBILITY. (C) THIS P.EO. WILL BE CONSIDERED INVALID IF ALTERED BY ANY LEANS, OBTAIN PERMITS IN THE STATE OF FLORIDA (D) SDE SPEOFIC PROJECTS S L BE REFINED BY A FLORIDA REGSTEREO PRINTER OR ARMI WMICN WILL BECOME ME PIONEER OF RECORD (EOR:) FOR ME PROJECT AID AHD WILL, BE RESPONSIBLE FOR THE PROPER USE OF ME RED, ENGINEER OF RECORD, ACTING AS A DEIECATEp EOMMON TO NE PLO. ENGINEER SMALL S,MTE TO THI LATIN ME SITE sPECIna DRAWIGS FOR REVIEW. (e) OMGN& P.ED, SHAUL SEAT ME DALE AND ORIGIRA SELL AND SOHUTURE OF ME PROFESSION& pROtNEER OF RECORD THAT PREPARED I. 11• \?`.........,,�Ai 016F) A�; 0201Y TLTECO, MC A.S.S.A. American ShM}feF Sy3}DEWS ASSOCID}}OnA Inc. 4265 Nleslroads OrIVe West Palm Beach, FL 33407 02017 EADERN NET& SUPPLY. INC. BERTHA VM Accordion Shutter SystemLECON kV. HARE ®1 W/ OR W/O NV. WRM RA➢E TILLR TESTING & ENGINEERING COMPANY aaf MW. nfln A g.. JaS, baMW cAPDas,-RFIYJ SETA PNon•:130U871-INTO FbA N(,I)S)B",531 �ieL )Hi'sam PACER -ODG?:A. P.E. R0'0A L` P N167 otxmPnox oAn ouWN 6r: Le 1 Ow 15-085 /21 I. 0+rt: 07/2-- -/17 . \� {ss'• ••.•• -,p\ 40 p--E P.E. � ' !:-i f906RE/DATE P f DRAWING ND t / O/ �„�,.' 4 5 El IDER US PATENT f 5458179 J WINDOW BADE L' OF USE OF BIAD ON SNEET 19 06 HV ADJ, FLOOR TRACK OUALIFIEO FOR USE W/ IN sn- `O J-88�083' t._ 1I HV CEILING HEADER 066FIED FOR USE IV/ HV BLADE I,ONLY, SEE SECTIONS FOR VALID 6063-TS ALLOY AND TEMPER nra x uN r net 1 C9i- ,� SIDE ANGLES QUALIFIED FOR USE Y,/ HV QHV LNIV R A OAT R QUALIFIED FOR USE W/ NV BLADE 1Q SOOS-75 ALLOY AND TEMPER 1@2 HV HEADER/SIL QUALIFIED FOR USE WY HV BL1DEP1 ONLY 6063-TG ALL044 AND TEMPE 5 i ALUMINUM ANGLES QUALIFIED FOR USE 1Y/ - BLADE Cti ONLY. 6063-T6 AL Y AND TCMPCR �4 C 0 QUALIFIED FOR USE W NV � 6063-i6 ALLOYO ARD TEMPER, C+HV WALK —OVER TRACK QUALIFIED FOR ME Y)/ HV \- 6063-iG AL DYEAP0 TEMPW @ HD CEILING HEADER/SILL QUALIFIED FOR USE W/ W BLADE 1D SEE SECTIONS FOR VAUDITY. 6063-TO ALLOY AND TEMPER NYPDNENi ♦ B I Tt T2 Q 2- 5• MNC 1/8• 2' I t ( HY 90'/180'`STARTER OUAUFIED OR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER .99.' LD10' 8.2 1 g 12v 920 9,,HV TRENCH TRACK QUALIRED FOR USE W/ W BLADE (JI ONLY. 6063-76 ALLOY AND TEMPER Y Y l 2 ]' 10.125 Y U CORNER POSTS QUALIFIED FOR USE W/ HV BLADE d 6063-T6 ALLOY AND TEMPER C HV RAINGUARD QUALIFIED FOR USE VI/ HV B ADEa(tt1 6063-T6 nLLOY Q TEMPER {I`_L•t•Y.``p- rplpq/lam_ �••. w�Vc •✓� • )� t `J} s •• siATE Df :'fi$' RIB A4(• s{ O -C'S•••••••�Yi %QA�elt I n1-1 C2017 RRCO, iuC. -L- C p A S S A American Shaker $y91Bm9 Association, Inc. 4268 Westroods Drive West Poim Bevch, FL 33407 C201) F15TERN ItETTµ SUPPLY. WC. BERTHA HVTN Accordion rdion Shutter System KY. BADE fI W/ OR W/0 HV. W DON BADE TILLIT TESTING & ENGINEERING COMPANY ssss x�&P. M1 M. 3m e. yeenr,.F v,, W51811-l! 14 . F<.: (30)871-1531 so-aoo6719 v1.N A TRAIT ". ftL / U167 ty- N psspnmox DArz owvm ec Ln I 0� IS-085 7/27/1 D.re a)/27/t) s ORA{YING No %-O 7 5 !T HV CENT RMATE FOR USE el/ NV BLADE OI & 6063-I6 ALLOY AND TEMPER I�-1 I PVx INdNf FLLVdi1CN ' LOCKER FOR "T" LOCK UEERMAT QUALIFIED FOR USE V.'/ HV BLADEQI ONLY 6063-T6 ALLOY AND TEMPER F— 199 i °63 .Tw �� f i. x .• b. loll �P I is HV MALE "T" LOCK MIT RMATE OUALIFlED FOR USE Vx/ HV BLADE ONLY d9 6063-T6 ALLOY AND TEMPER 11 ID CEN T NO G 0 67i OVAUFiEO FOR USE Wf HV pLAOE) & 1(. A� 60631N ALLOY AND TEMPER C' LOCKING RODn, QUALIFIED FOR USE W/ HV BLADE U >> 6063-16 ALLOY AND TEMPER ,)INSTALLATION /ALL REQUIRE A 7/16 6063-TE / ITT c J L3>s'a d�-6: HV 3/8"0-16 AI P.E. OUALIFlED FOR USE 14/ HV I 6063-TS ALLOY AND J.161QI6 1 l Afi LHD DUAIFIENMS INS R& ALLOY606o TEMPER 7 It Sr /x• i3�71 HV-1 /4" 0-20 At 304 5 RI s S. THUMBSCREWS QUALIFIED FOR USE W/ FN BLADE iQ cxDIT nYEca. ac L ILT EE C TIWT TESTING & ENGINEERING COMPANY • �' bU] Mr. Ma. 54 ix JD1. N56vA U@M. fitlbf U' PMne L\ ' 0 ; (:45)B)1-1530 . Fay : I-D6)�I-I331 -m a mtcncs.,cam RE LI' A NUMI 1 W0.1£R A R r, fi 6,L 0 HV LOCK QUALIFlED FOR USE W/RV BLADE Cl)ONLY. Msryp[p µ5{ _ Cvm PPaY"�'IN� _yll(1\�I`Iy'p�q�(6�/Je)\J1\j cRLSS TMI 'ice Y11d1 L2N/15 dVRO! (oaoa aAn'n) ® HV EGRESS LOCK OUAIAflED FOR USE W/ HY BLADE 1Q & ONLY. -x3o• 0➢On. ^Sle• VCtDEO faf0 NN exs;I . J60- error RrvEnM 6"l—x 3/4" BEFORE RALTMO TH20 UMBSCREW 1/-4"�-20 RIVNI" r6 Es Bile µypgYW IM.-YI &LOY) URGE FuN, {NI, sMEEr MDS'fli. PNf 163x0. AT 1/4NIAM.ED W I.4 auxr tFxroiM. P4giPP6Yr. MD' JFALv olbs. OR EDWL CZB HV ALTERNATIVE LOCK QUALIFIED F01 USE 1V/ HV BLADE 1 ONLY. O OA7Y ua. .fxs• MO.. 0 0 pDA�. *"Pil-or HD LOCK EY REGENT HARDrv�MORN KS SERIES 2333 HOOK BOLT LOCK, rv^ OVALIFIED FOR USE 1V/ W BLADEQI & O A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Polm Gooch, FL 33407 METAL SUPPLY. INC Accordion Shutter System KV. BADE #1 W/ OR W/0 HV. WINDOW RAGE AWING No 17-10 SHUTTER ASSEMBLY SCHEDULE FOR HV t HV lO Hl' BU.DE 1 ® HV BLADE IA ® HV L04C RECESSED NYLON BUSHING l3' HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"s3/I8" THICK NYLON WHEEL 0.188 a AISI 302 SERIES S.S. RIVETS A® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® NV 2 3/4' ACCORDION PIN W/ 88 HEAD Is O POLYCARSONATE IMPACT RESISTANT HV WINDOW (1) HV Pill Q SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV @ BLADE. TYE (2) HV PIN MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q SLADE WHEN CORRESPONDING TO INSTALLATION "Li", SHEET 7. (3) HV PIN Q OR © W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET '}EEL CARRIAGE DETAIL SSEMBLY LAYOUT I.a IL ECO c. TILUT TESTING & ENGINEERING COMPANY W!! .tID..-q h Sn ]PS \'FCY W Wq RMfA ]] �-' i]o!)mrvlsw . ra.: fws)en-u4i W-000mi4 WALI[R .t i44+T .ic P.[. ROXU4 lk. / ul6i 0625' l ESINS, UV -STABILIZED GRADE OR SAI INOVATNE PLA.SDC LEXAN 103 RESIN ;EE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCE7FOR 44 unriaesmsicanm/n' 9b] R/nss v.wo .....a .a.m aal, YIAM [.1). I] rt-o! ca> s u.]sys c-I w]sI as ..aLL tt]0 P.1 A.SmS.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Bfioch. FL 33407 mvt SUPPLY, V:c. Accordion Shutter System HV. RAOE gl W/ OR W/O TLV. WNDUN MADE No 107 gEq, SEE e P m 2J.Vi N i T U f '(j-32 .f , C°4�rt II,4''""E'J"6�611-EO7-(D4. I 111 a JF v !i SE i ND .SON 5 ID A T. FULL T. f @ •'@a©• •• 6Ja�. ®a©. D 7 TYPICAL Cif HV BLADE SHUTTER ELEVATION N.T.S. 1 OF CORNER CENTERMATE *NOTE"N HV LOCKS AND CENTERMATES• 1. MANDATORY CONDITION /1. ONE HV LOCK I& a SRALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' MOVE OR BE LOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTAL TONS AT ANY ELEVATION, HV LOCK I�i or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO Eli OR t42 CEx1ERMATCS WI 1/4•6-20 x 1/2' LONG MT HEAD S.S. M.S. LOGTON OF LOCI( SMALL BE AS INS: SHUTTER ELEVATION. 2. MOM COND111011 41• IF DESK OR FOR SECURITY PURPOSE,. UP TO TWO NY LOCKS V§ , 22B OR 4.5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES fF( OR SHALL BE AS IND lOG i0`N QE�LOCK$"SFGLL 10 TICAT ON iYPiCA1 SNORER ELEVATION. uu5 Lfj OR AN BE USED AT STACKING POSITION (NON HURRICANE POSITIONI OR ANY SPAN UTSIDE OR INSIDE LOU. USED. LOCATION OF LOCK N 1/Y LONG MT HEAD S.S. MS. TWO LOCKING RODS $S USED. LOUTION OF LOCK STALL BE AS HILTED ON TYPIGL SHUTTER ELEVATION. L BE DEIRMUMM AI, PFR smrniII e — n., e..— ... INSTALLATIONS AT ANY ELEVATION, ALTERNATE LOCK 6 MAY BE USED AS ANYNSIDE OR OUTSIDE LOCK. ATTMNMEM Of 1/t'm-20x}/4' S.S. THUMBSCREW TO �- OR CENIERMATES SHALL BE MADE W/ 1/6'm-20a3/4• ALUM. RNNUT AS SHOJM ON SECTION MVE, SHEEP 8. OY�LOCK SWVL BE USED AT 1/2 OF SHUTTER SPAN OR n'JO LOCKS AT 1/3 OF SHUTTER SPAN. 8. MANDATORY CONDMON 03 FOR MODONr MOUNTING'^ ONE HV LOCK 0 mr 0 mr a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TD 961 AND FOR INSTALLATIONS AT ANY ELLVATION. HV LOCK @ of a 0. 23 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK, ATTACHED TO 23 PF 0 SYMMEIRICAI CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD 5, N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPIGL SHUTTER ELEVATION. USE OF LOCKING RODS 'S-S W/ TSB OR $ji TOP AND BOTTOM IS COMPLETELY MANDATORY. 'NOTES ON HV !L LOCKS AND C NT RMA a• 1. 92 ONE ALTERNATE HV T LOCK 1 MAY BE INSTALLED IN LOU OF HV LOCKS 0& OR ¢5 TOR ANY SPAN Is RJSTALTARD AT ANY ELEVATION. ALT HATE LOCK SAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACKOAENT OF LOCK INCLUDES USING REINFORCING LOCJd?31 , AS SHOWN ON SECTION IWO, SHEET 9. WHICH MUST BE CONNECTED TO CENTE_RMATEs AND . W/ 1/4'0-20 x 1 1/2' LONG S5, THREADED BOLT w/ 2/8•1 . }py WINCNUi DR W/ t/4 BELOW • SS.MS. IMD A 1/4.0e 51 RMJUT.�OC� MAY BE INSTALLED AT MIOSPAN OR 12 MAXNNJ Asm AND BELOW MIDSPAN. USE Of TYD LOCKING RODS OS TOP AND BOTOM IS MANDATOR, T O 0 t. F ( 1 ( : ONE ALTERNATE HD LOCK( MAYBE USED IN LOU Of MY LOOKS DS OR'2_0 FOR ANY SPAY AND NSTAMATI016 AT ANY EILVARON. ALTERNATE KO LOCK e MAY BE USED AS AN INSIDE OR 0U15U LOCK. ATTACHMENT OF HD LOCK JI TO @ IS W/ 3 18 x 3/8' F.H. SSJI AND INCLUDES REWFOIK:EUVIT "I AS SHOM ON SECTIONS HOB-HVD•MJD MCC-HVO. SHEET 10. LOCK MAY BE INSTALLED AT MDSPAN OR 12' MAXIMUM BELOW OR MCNE WDSPAN. USE OF LOCKING RODS 6'S S COMPLETELY OPTIONAL ' • `vi GEN -,,- * 3 'O •• / ��? �O •'•; C2017 MIECD, w0. L TLUT TESTING 8 ENGINEERING COMPANY mJ6 nr. J6N A m. p .posse, ItmCA W N : (JOlj6]I-15`A . Fm ; (3M)9]f -IU1 A YUJI h. 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SMPRAnall TO Gv3S I 1 EIISTING GVSS sU,—r—(SEE SMEDUEE ON SHEET 11) : .......�. —4—. ,-(SEE SCHEWCE ON SHEET VI) I UiG GutiS-� ;_AA, HV WALL H AD R I STA o O HV WALL HEADER INSTALLATION (J HV WALL HEADER INSTALLATION + KEYSTONE EAlsnvc ) j GVu ' iR oJs (� b I ! 1 OR I� u!1, ' 1 SAN.SiPW Dc TOG A s E%ISMG� 7 •✓NLy[ v: ym i rw Olaf mwo { t I SEPARAtgN To GIA55 `(SEL SCHEW'S ON SHEET 11) I G1A55 v 9[Le i ttA I MISTING r OMIOUAL 'i I I OPOONµ E. D.• ii 1' L6• it 1. f O w IS T.L. D.•'.j_.,__ I "1'2•,`'=__ 1B L f I r 12'`..._ 13 w i� m Eo-I 12 lb)3/4'S.S. I Lu•� �CONCREIE Qw18 E I PH'INPs TPL55 READ C0� MACHINE SCREWS USWG ��n. - CONCRETE ANCHORS Ln. / S.S. PHIWPS 1/.'o-2a] . / M•fMCRS / (SEE SCi2CUlE ON SHfEI I]) 1' 1/4•-20 NUTS O 12" OF. (SEE SCHEDULE ON iFU35 NE40 eueMPJE SCREL'A W/ t/4'-20 DAYS 0 12• fOURCO RETE OTE K 4 WNCRE'E OLOCK AM, POURED CONCRETE $NEET IJ) OR CONCRETE BLM.K D.C. REDOLRED HV LL SILL INSTALLATION .- ,D. WA sslxSAmHoas 'I (SEE off REamRm ) '._ UCON CONCRETE— SNEEE 14CPCiE ONV WALL SILL INSTA eTION OH OR C QIOCK WALL REOWRED HV WALL SILL INSTALLATION p,lo SU B11M A FDDNAIIOPM SMNITER ' INSTALLATION DETAILS W/ �F45EN&Y 2- NONf.RIG SECTIONS CAN BE CO)!Q:•+ED E. D. -EDGE DIONS ON (SEE SDCCNiCAIp.N'S ql SMEC 13) ♦SCE 1➢MATgL6 OF UEE fOR DVOr©, SHEER 15 ��.�E�� LJ `' 11/ H V BLADE IN }NY Y(4Y iD $Vli FY1 1tMT T10rl. 71J '`'_ FLORIDA BUILDING CODE (No High Velocity Hur ccne 2c `\`' �: '�jCEN$F•.,'�q =; 02017 X7oC. Rr_ OM17 MINDEN NETµ SAAMY, MC. J:�� 4 6 3BER 1 E e o ,Na. A.S.S.p, HA HVTN Accordion Shutter Systet KV. RXE 81 W/ OR W/O KV WINDOW El ADE 4� TILLR TESTING k ENGINEERING COMPANY American Shutter Systems �., x DLsrnmw oAtt OM9n ae LD. = ' ,c''•.. < I` ^y ORIDP;'aLD . ���.T'�4 6,6, H., ,.:, s, sLL �,..,�,,, wmOs ,, „�„ Association, Inc. 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FL 33407 "I'll, W&TCl A, P.E. 17-10x DRAWING 07 1 P.E. SEAL/SIGMATURE/DATE PLORDA If 441V a SHEET 1 7 or 20 END WA OUT To IN SHEETS 10 R 16 SEE umEs ON Eecw 4 Raps ®, NY taRS © .' IN F Ex,UNG CU INSTALLATIONS W/ 1 HV No ""�rzH OR®oc slims BLADE W HV CENTERMATES elaE AYX G M MTa VWC MR iD • I®«�.>Q.©,. SEE END Well r.ONN TIOI rEx[snvc rAAss DETAILS ON SHEETe f0 & -------- - - - - -- CENTE ATES I I ET Y poa/r s.us o u'-- NTERMATES oc. MU IENCW. W/ HV LOCK or CE--.�— 5 � =! f 35 x I IN. �"--`� 1 3 VlssE�Ui „ � I I =1 ------ x— — — ,--- r s 1 ,.�a 3 ®' bad Qa®w© 07 60«10 •®a 1 ---- D •®W ©.tea©.Cs d d HI OUT ®v (a* HVA ©O ©a0 O ®®a ap Ta O HVC _POUR: Easnnc qus E�ljE--B`OCK WNL Ell1111NG V•O°,�•OwO6 •©C°I ------ — 10'�w®.6 `. r EGu' I rGN56 ,� , S M 6 @ —©. 6 . (Z- 1_ — Q _ - - — — — _ - -2 �c,.ass' CENTERMATES �j/JV�t I N u.N. SEPCRAnoN r ..._� _ — b} �'/ W v L 6x OPilONI1 ��-®«�•®0°©•®C9 (SEE SCHEOU 5 u.. 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P.L l 1 7-10 h°k04 P.E.,SEAISIGNATURE/DATE SHEE ° 8 OF 20 ALTERNATE INSTALLATION HV " " LOCK IS& V MALE/FEMALE "T" LOCKS CENTERMATES 46 LOCKERS 43 W/ in HV BLADE SEE END CONNECTION QUAILS ON SHEETS 10 d Is ouT N� W � .� evtt msvu mui. xs, mDurm cN sra+ e, M -� O o-b O ®- AS ML lS IBiMPV. M,TNV BVBt(D Bt]4 KO -WO. 1 a 6 . 7 8 -r0 . neu:nr m ms vqR wr � yyp w,m m5 gftpw„ 1rG•Q�^Q�j•�-�1•�- "m.wnon BOu._xc xmras a.m. (D• 0 ------------------------------------------- R (il /30 ,HV_"T'IN � wr)is ainS 2 i 312" S.S.M.S. W/ • 3/2" WINGNUT. 9HV "f" LOCK (OUTS I,VV* C"17 MUCO. W. ILTTEC-0,- TILLIT TESTING & ENGINEERING COMPANY Bx! xx. x-, s4 s..BB vcc, cxrors, Oroc+ n smP: (nw7ml-1s!o. r".: fxs)e]1-iu1 ,-mN: 1Rxeeed.wn [B-[OJB]19 nWlA A ]YN Jr. Pt. RORCq yp E (y6) AMALLATION In HV BLADE WZ HD CENTERMATES ql , A� , 6� ( HDR—HVB OUT SYMMETRICAL HD � W/ 'LOCKERIORI A.SmS.A. American Shutter Systems Association, Inc. 4268 Westrocds Drire West Palm Bcoch• FL 33407 SYMMETRICAL HD CEN AT.0 W/ (Saf LOCK (INTERIOR) S xPtS P IREq �m � q®,4�a P vR�! tMU4Y R4:]4 LYD mY K9-wq 6 vY0 T w [VGEmRS YN %M `nY 11IRm YETX SUPPLY, C. ■"l nrTM Accordion Shutter System NV. HAM #1 W/ CR W/O H.V. WNCOW BADE !AWING No 17-107 FOURED CONCRETE OR /'-CONCRETE `RECURED POURED CONCRETE POURED CONCAETE ��_ BLOCK WALL OR CONCRETE OR CONCRETE UPEp CONCRETE I • BLOCK MALL REQUIRED • BLCCK C/M1lt REW.R[p oR CONCRETE CUSS . 8LOC1O WALL REOUAED CONCRETE N:ClgR—I O 16' O.C. /--E%LSTClC G1A55 : �Eg51WC r' I —E%51NG GLASS ' J . j 4-2• WI. 1 — — r — i 1 ( MN WAFAM� ? — •. 2" NrN. EXISTING CUSS i ITO _ Eol-. Eo aDAsss O;EE . saavnE ar srtn u.N srnuutvxl II �09m0.'0 1 jT613• MAT IOl 10 i SC G.IF Wt( i • i . ulk (LOCATE AT I I FE 6osDIDA,AND - M. CLOSER W 9EFT 19 3• a�EEE9FSf II FOR 9/OE Qua ERXER SIDE�E MADESQtk� PLATE (LOGTE 1/2' rS, 1 a/LESQ19 1/2- / )pNOReu pa)P Or $0) AT EIMEUA, ION ` 7—` 1 \ gla6Qk }USE V OR 2• MNL I 1 f M.SJ /10.1/2• S.M.S. I i (AS IAPUC.aBtE)v2'at/R'.0 01 ' 0 M' O.C. ____' O I6• D.C. ALUWNTUU UP 1 ----_� 6 ALLDYMA MIDXEIGHT rl oi 1 (Q /IOvt/2• S.M.S. TO©k O_ �/ (2)1/ae TMOENS uiCNDRS TO SEC NAIL % SIDE CO.NNECn N _ 11Y31 AT 1` O.C. (LOCATE AT I OR ®a EITHER SEE OFO) llf OR ®A SEE CETk'1 % FOR OOR ®K TO TRA•C S I OR ®� . 6 • r s e 1 .®v k,9 9" SIDE CONNECTION TO TRACKS e fi . 2 s e 1 •®s '��©•0a 6O' 1�'®� SEE DEiM X i Ip •®a SIDE CONNEC110N ^'��©' Qr a 8 Ip •®. 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F—I�MIN. � I 1 I OR� j'� i� 121.JMI� �J t 4 1' 4IH. 2' IMIN. •EO D Ofl®Ofl�OR ♦SEE BIADEtI AONSHEETO9 FOR OR �OR®CR�OR(gaR 1© VIEW Y I I $ t �' ' PouflEO coxcRrTE DP 0OR ®' N a®s©. �„ ,�.® O-©•Di.e I .®. �.N DETAILCONX RWI.AR�Eo BL0 K ` �•®a©.� ®. — �P®-®•®p•®� END INSTALLATION �©O Z-0 ©O Qa©'OO ®- 1 HV BLADE OR - " HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 50 Qe •®'®•®a •®'r� c/ C 0 D FLORIDA BUILDING CODETon High Veiocit Hurricane Zone 1 ®x01) FAjIMN WvAt SUPPLY• INC- BERTHA HV,,, * � 11 E C o , A■S■S.A. Accordion Shutter System Amerleon Shunter stems ItV. RARE R1 W/ tR W/O KV• WNDOW BODE 'p (AT" TILUT TESTING k ENGINEERING COMPANY Sy Lv. o[searnox pale owrw Or Le �•'••.' (n A '.owQ 1`` "Tss xa. ,nn SI sM. ws. oac. A wm0ux nnwA me Associallon, Inc. , I RJO. ` Flmm:Epos >I- OLD is-oss R2/1 wrn w/n/n • �$'� H Isnp . rm : (xv76Tl-Iv1 4268 Westrooas Drive S P F •/ESte!I1 TLL? n. P.E West Palm Beach, '"OHAL4C�A A OR'AI'AIN—C 'N0o 7••rarr/t•Mer,I <MAIn IP[ /nnic RORM U:. / uI6T • __ _ L9 - - (ft.). FOR INSTALLATIONS W1 MAXIMUM SHUTTER SPAN"` "11" OR -'. (tt.} FOR OEMTFRMAT�S. & ar or INSTALLATIONS W/ WJ ONE H.V. I.O,.K or orarMM LID LOCK (9 W/ NO J1� LOCKING ROD! ar ONE IV LOCK or aY CENTERI.iAI@ 280 29 7f/ ONE W/ NO LOCKING RODS -T- LOCK 30 VI/TWO LOOK NG (SEE NOTES t. tt) RODS 35 MEE aTrO'�P�. ^�&f8OTTOM CONCREI£'h 1DOd INSTA!tAnons V M14CRM d: WOOD • ASD. C6SKIt mess(a[ INCi I I! Wall 4MMIxa HALL MGU.VIIIFG R,OOUNIANGW MWIfTINa k .E. SCHEDULE 83 MAXIMUM SHUTTER SPAN* "L+" R `L-- IN) INSTALLATIONS Y METRICAL CFWERMATES & 4w/ ONE HV LOCKS OR W/ NO LOCKING OS (vALO FOR MOUtNI A' (Ujr SHED 7) CONCAr Aid. P:ax INSINUATIONS f{S(WJ6DtOR MOUtrnYC RCO &AL MOUNrNP I M L-(el 40 '-3- 50 -t'55-tI-60 &14'-2'tv-rm�-2-2•45 11- 65'-i'70 -4- i5-, INETM DW�im" 6. C, a, G.MOUF, K & V. FLOOR/CEILING MOUNTING & M O IGAMUtd SHUTTER SPAN 'L+' OR 'L-- FOR INSTALLATIONS INTO WOOD SHALL BE IMBED TO t05 pst. AS.O. DESIGN PRESSURE RATING. kfN CORNER I-KnONS.L=1110.SMAI�J�UMIN6 MSTALLANON5. LiAL BE AS INDICATED ON TE 85, SHEET S. fit EXCEPT THAT MAXMUM SHUTTER SPAN 'L., OR 'L-' AND MA krw AS.D. CHUNC PRESSURE PAGING MR INSTALtAtONS INTO CONCRETE OR CONCRETE BLOCK 9Mt1 BE UNgRxI A6 FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.11. AND 8'-0' SPAN, SEE MOUNTING Q ON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 i" 0 HV BLADE a]017 TAmRU MG 1LTTECO TILLIT TESTING @ ENGINEERING COMPANY e�w xa. 4.u, m M4. RA, ,A u Dan RM,mA .AA e m AI lalweom— M-CW6"O -A " A TMA k. P.C. "IM)A Lb, F N167 A.S.S.A. American Shutter Systems Association, Inc, 4268 V7estroads Orivo West. Palm Beach, FL 33407 (1) L+: '.WIIMUM ALLOWAELE SPAN FOR A GIVEN POSRINE ASD. DELON PRESSURE RATING. L-: MAX. ALI.OWA I E SPAN FOR A GNEN NEGATIVE AS.D. DESIGN PRESSURE RATING. V) PROCEDURE TO OEFERMINE MAXIMUM SCAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILIMM GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATNG. OETEMINC MAXIMUIa SPAN -W MOM SCHEDULE. GrIEN A NECATNE AS a. DESIGN PRESSURE RATING. DETERMINE MAVIAUM SPAN 'L= FROM SCHEDULE, FINAL MAXIMUM ALLC'AADLE SPAN IS EQUAL TO THE MINNA DETERMNED SPAN BEnVEEry `I.a' AND %- (3) PROCEWRE TO OEFERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MCUN➢NGS W/ FLOOR/COUNG MOUMMGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: Lt+. MAX. SPAN FOR WM1 MOUNTING INS. ALIADONS. L2+m MAX. SPAN FOR FLOOR/CECANG MOUNTING INETASADONS. FOR A OWN NEGATIVE ASD. DESIGN PRESSURE RATING: DETERMINE: L -a MAX. SPAN MR V/ALL MOUNTING INSTALLATIONS. l.i-= MAY. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MWIMUM BETVIEEN 'LI+ , 17+ . 'Lt- AND -U-' (4) GO TO ANCHOR SCHEDULE VATH FINAL MAXIMUM AM.010 BLE SPUN AND NEGATIVE ASA. DESIGN PRESSURE RATHO TO DETERMINE MAXMIUM ANCHOR SPACING. •....NM f1 aM Accordion Shutter System KV. BLADE #) W/ CR W/O FLV. 1MWN ELADE 17-107 WALL HEMER UDU G 11 A•-o• TAPCON OR R ON WRH ADVANCEDDFORM TECHNOLOGYPOINTS SDUD-SET OWE TAP TAPPER. 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PµEE, PAYER$ OR MR EER BE FOUND ON W£ EASDNC WALL OR ROW. µCNMS SHNL BE DUNG ENOUGH TO REACH THE MAGI STRL£TVRE BEHIND FIND W&L aMSHES. µCH E SIUI L BE AS 0M,,,W ON NOTE$ SI) & B,2) ABOVE MR INST TlGNE ON NNYL Door OR OFS WITH OR WRNOUT METAL STUBS CONSULT MIS £,OWE, FOR INST RON ME, E6a META, STVOS SEE SHEET 20, (C) ANCHORS SHALL BE iNsut FO MLLOYRNG. RLL OF ME F UzubaoNS AND SPE TlwoNS N WC µCHOR'3 MµUFACryRER. Tm FDr�°AN E„, F R:4. 'P�.Cllugrul E L MR' M1n l,U ONOMMNZ GMW AN."IICR SR NG DIlSI ARE WWp F&F EDGE DStk.CES IRCG]ED BNO'#. FOR E. 0. LESS P 4 iM-DCAT£a. REDUCE NICHOR SPACNG �WGk9 EPM.MGPCTRNN0,1 N4Nhd10R WJLLTNOT BE Las IHYN MIO.`BMUM SPACO)0 RIMMED MR E CH ANCHOR TYPE. FACTOR TAPCON TNREU)MRM TE NOLOGY POINT SOLID BET BLUE TAP W/ OPP TMPER + OICTANCE ED. 4W. 5PAGNlC - S• MIN. SPACING . P NIA. SPAtlHa m J 1/1• MN. SPACYNa . 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SNECT 17 AND 51U1E CONSM W -WIN' 1/2' CO% FLYXWD (1986 APA) SAO SCAEYIG M PER NDs 2015 "BEUNGNpNS. 4, ANCHORS SW DE elsonam FOMpMN; µ1 OF ME RFCGNUV,,i S AND SPEGFlGTGNS OF ONE ANGRY s!ANUFKRURER. 1111•-*PY. ........ v'<//. i ucEra� .2017 WELD. PIP. 020I7 EASTERN METAL SU{P�PLY. INC, BERTH HVTM Accordion Shutter System t. a f; IL c O TNG. `�+ A A■a7■S■F1. ATEIFICGD RV R/DE. #1 W/ OR W/0 FLV. W!"M RACE `. �'; ,� ;• Q TILLIT TESTING 41 ENGINEERING COMPANY 0.1ss No, yU, sl. ShU}}BT• SYS}SrtiS Association, Inc. 11w. DESCApno. arc ORAAN en 1 oLG Is-oss T np M1E: m i /n y •(. ,}� al "•ee11 SM J941W44 W&ENA rWRfix yt Ph. : (3G5)9l1-tSb : (N : 1J05)6...... 4268 )Nestraads Drive 2 S 0 aa] r Sra,4�4 -maE: ul9cobau.<4m West Palm Reach, FL 33407 s ORAYfIMG No 1 '` Y.I,O`EitiA WALTE6 A TTLM! Jr. P.E, 17-1 07 i P C-"CC(.f'MIA.MM1'/I•IbC IOxTG 110R9A I. T INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & & HV♦ BLADES AS APPLICABLE 11 S UTTER SPAN + 0 L— FORINSTALI AT O S TO OOD WITH HY BLAD 1 ONLY SHA F WALL MEN BELLIMI ED TO 0 sA.S.D.D S SSU T G SEE S E nMAX SPAN & IJ<'p ipPL04 OR T LADE 1 Q N4 NIA 1/vToN IWIN AOVAHLED D $ N. $ U G FOR INSTALLATION I WRE D N. TECHNOLOGY '- Oi H 12• M:n. CENE1RAifON I "^.,. I �, TAPCON NYTMN OR AOVu10ED fHNEADFORM TECHNDLCGY IXRnNG w'CDD n I iY/ 1 1/2• taM PENC}RAMW Df'iNREAOED AREA t0'.CrvG 1 WLSUVROXI, (5EE SCHEDULE ON SHEET i f t \SDOD HFWfiL (SEE 5CNEWLC ON SNEa ty} 10 aA55 (SE£ DR I fIt I I/4'4-20.]/4- SS MACHINE I 5E>Ifh.[ ai y 511i1411}il\ yy�R t a }�q }� SCAEMS Wj i/4"-20 fryiS 6•— 11 FOR eILC'DAt9-"-' �f.j IN,, a 12' Go. ON sm 15 TOR t ai A' EASnNG I DAtfSm&& (I a ail ! lY 1 i STAss- i 0. 5 } WALL Il' t �' ' r "1 i ^ s. I r i I • r~t � M I 7RNIS i I k.rr g L 214" wood P • i �.� CASTING MtN. t 41ll�ltttllt\ A4 7 HEADER REQUIRED --TOR ® -. } 27.A' WAOp ./� ii E%L[tING I f MEN) REQUIRED t ILN. SEPAROO" I I '{ I t I ifb LAPtQN tlR TAPCON wtTH ADVANCER oUSS- t [D aAss (SEE I I 1 1 I TNREADFORY TECHNOLOGY 1N/ 1 1VAN I "I Mitt PEArtia c, Or THFEAOEO A ,, t0 L_ SOto G-A s (sr: ! MIN. 5E('AWnGN i0 GtA55 t�, } 11 PER MAX W SPETT 1S MoN�EMG� �iSEE SCHEDULE ON SHEET II t I' t ty j CAST- w00p HFPDFR. ) (Sr:(SEE O OD ON SHEET IS aA[E1m&("y --- I 2'..4• CCITT. SILL PUTS REDID. HV WALL HEADER INSTALLATION 0 i� LL NST L TIO OM y WALL HEADER INSTALLATION O I, I f%ISiI 5 T_.�. .. `_.- AN SEPAFi{TION i0 DVSS _ 1 + MW. SEPARATION TD CUSS !N, SfPARAit6ti TO :LASS I 1 CASTING /y (SEE SD{EptltE ON CARET I1 i MODULE ON SHEET 11 1 2• CCNT - GLAS CASTING YItlOO PL Tt I (SC _ CJItE OV SMER 11) t ) R GL155-} ) M MACHINE SOP S' p iMA[I9N£ 5t}IETK wl_ ,I I USING I/4•_2o NUTS I F 1/4'-2D No" a 12 II FINISH 1 OR r WaOD PUTS i\UllU1\ Yll LE i REO'D. I/a'P IAPCON OR TAPCON v:RH AWANCED ' I �.I t 2 e1 COM 1 THRCAOFORM TECHNOLOGY W/ 1in- 1/<'P iAOCON OR TWCON WM1TH ADVANCF9 4 { Min. PENEtwlnaN Ot THREADED AREA TO TrREADFORN TECHNOLOGY W/ 1/2' {� I` 1/.% TAPCON OR �E. SILL P41E t Coal y0 RDGO ME& M'A. PENETRATION OF THREADED AAU INTO PLYADDDI jj TPPCON WITH ApVANCED 1-SEE SHEET 4 FOR tYPf/1 REDO. II' {SEC SCHEDIRf ON SINCE! 15} ;SEE Sce-Dur 0. SK T IS) CASTING MITI 2.4- 4 I/2' VM, COx� 1nAEtDiORM TECHNOLOGY SN4ItiER F55EM8LY. ! I.'' �) t WAtl fW15M 5tUo5 a 1G' aG taVt� R.tWGCO REO'D. WJ !J2' kin, Pp1EIPAiION OF 2-MOUNTING SECMFNS OIN RE LI J2 VIN. CD% PiYr'Al'O REO'A. WALL TINT THRIT2T ARIA IMO PLWf0o0 CO'ABiNED IN ANY MY TO REED. PLYWATTACHED TO eE. ) ®HV WALL SILL INSTALLATION '-PLSPQO. NO E ATTACHED STMDS O 1G' OC. MAx. RED'0. ACcOROO 10 5NA5 IN (SEE SGMYu[ ON LiECT IS 5UR ANY NStALUTWN. WTH S D TO EE 06OFTH TO oC IN ACCtlftUM;cE ACCORDANCE WCH ©WDH BALL 2IL or THE r.N.a sfcncn xxe DF ME ©N_V WALL SILL INSTALLATION ♦ su L'M Amns aF usE ar HV WALL SILL INSTALLATION F.e.C. 81AOE by oN snEET V FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 0201, TILTECO. INC. 02017 CASTER,, METAL SUPPLY. Inc, ,.......... BERT A HVTM IL E C O t„�. A S S A Accordion Shutter System e •� i ■ ■ ■ ■ H.V. BADE #1 W/ Q2 W/o HV. WNWN BASE •/ i ; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems w. occa. DArz DR o, A A evs x.. u:m s,.. A. 2x. NR4NA CMNDLY. RLwOA nm - Assaciotlon. Inc. i aD ty-Da5 li. Pn,r,: (wq)s71-1sw. Fn.4 news-,3, 4265 Westroads Drive y>•1}+s •. Oqf Yl -m ,,: u.uwoo>.wn, West Paim Beach, FL 33407 s DRM1mNC No IT WALTFA P. 9W1 Jr. PE, A P.E •�S J jjiFla{9fDATE NOMA MI. 1 aaID7 s SHEET 16 OF 20 WALL FWSH - - -- " SPAN & DESIG � v`�•`� � 1 LOAD - ^ t/a•a unmv DR FOR INSTALIA TAPCON AO'JN+CEO (MinNt -•--- - i TM/REAOFORM iM TECHNOLOGY RUMENG WOOD DEA O OWRE 717 Or THRF pE0 �PAU TEIRPTWN 1/St-30a1/.• 5.5. STRA CTUM AGEGNS0. Or E%5nNIO WOOD % t ) EKISTWG xOOD RUDER. t• PNIIL'PS TRUSS HEAP MACNNE BENd TD Be CERTMEL BY u�'n.j SCREx5 (SE[ SCMWLE ONSXFET Is) -Kunst/RpHECrPRbRO RECISEREOETOR • `• W/ I E0- L Olnnrnn 1% r1 79 a 12, O.C.T�ON SXUTIER uSTA}AROry_ / ,' •I + / OR ^�3 357• PiRM ADVANCED THREMFORM RM TECRNOLOOY •, 1 4 I( �Na.. PEkflRAIYW! W/ I I/]•I)MHRED If 5 I�- e 1 DP110Wy 01' 1RNG mo MU 10 EC A NG rN00 ^' (SEE: ON SINE (SEE SCRCOUIE ON SHEET IS) ( WI 31� I jjj —t, NEVECOSTS* G"; II DER REO'O WN' SSAFMNDN TO G S j ( (SEE SCHEDULE ON SHM 11) EXISTING wAss-"1 L � 0 HV WALL HEADER INSTALLATION MN UNNA,ON -111.Oo [mAw ON ENTO 19 rm u.mwA f4 'MO Y�6T. OO ,rvN YWRW /SSFLRY }_.MNC 5 EC CC•uDalm o SIT` R, I a AYr xa ro YM en WsraurcN T HV CEILING IF I un m �____ 'AN. SCPFRATON TO GL0.55 9QUC IXi 4¢,i (SEE SCYCOInE ON SHEET /t) d'� 1p1 ERNS K^ t aAss--I 1 ) ! REU'T RR � t LvrmO a W l I I • ;AN13KOR. ..- flHls� I I tH MP. OKHOR I LOanDN \ 7. ©. 13 OR aECK REONRED tKN ✓' PIA O/a• EO+ E0l SMS. or or IS I _ I 1 or 1© or I© OPEN HOLE AT IDLCTIONF STLT) ToASIO" T 5/I6'UG BCNEE, aj AT CENCR Or TUOE. Y [xrsnxG 2L v sPWural f` GLt5— W o:tS ry[ r, 1D OR I�� � apo: yw O+•JE ,.91W ' aAumap 1 ®� ALLATION OR V C ILI G I STALLATIM OR (go Q' r_ I Nm. I I J To c�iAnSSN 1 ) I(ME SCHEWLE I I Iw+SHEET u) 1 I All O J SI I I 1 I 1 EXISTING 1 8 1 I t vmt PIDv/4' xpt tun 1 1 I f WASHER.HEW TEK , Ir CRCWS Q. \ I/Ab rAPCON OR L-L���PxpLIPS TRUSS VMFID JCON WIT" P MCW MIMWE Sf.FC115 EPEI11EfMNON �CZ yi I•IR�/2'M, .FORM W/ 1/A•-]0 \Vf9 O 13' OL t/A•o TMGON OR CAPC0.Y WITH PDVpNCED THRFMFORM OF tHREADED MU TO —'- EXISTING WOOD HUDER, TEWUOLOGv W/ 1 1/E' LB, PENEIT,1,S OF THREADED AREA TO UISTWG WOOD HEADER. (SEE SCIIEDU,E a.,SHEET 15) (SEE SCNEDIRE W SHEET t5) HV WALL SILL INSTALLATION ♦SEEM n4 w IKC FOR >taa a W)HV FLOOR INSTALL ATIQN �4'•• /f -� DYDI] m `,`, 41CF SF••. N�y INC. . IL ECOENC. O••:`O�l! ,• ,Q TIWT TESTING & ENGINEERING COMPANY 0.1y Yx. ]pry 54 SN. �(h. NP@SI rAVM9, _� i[rT `, GNAL ENG�a�''d` flyd 31 Pnm.: I.wsF)t-isw . Fu : (ys)D}t-1s5t �1al.aaaa.FR„ am¢>tR rtA 14Lr JF. P.L P.F. CFe%f1fNeTTIOC Jnnir FARNI LLOROA Dc / 41161 PPPLIG9lE ��� 1/4•e TAPCw} OR PPCON WITH ADVANCED I THRMrOPM 1ECHNOLOGy W/ 1 1/2 Yin. PENEIRARON OF TNRWEO ARU TO UOTWG WOOO HEADER. (SEE SCHEIMLE ON SKEET 15) , EDGE IT pPP WME) MERINO R)CD TRUSSES OR RAFTER O GH' O.C. REOUTRED MISTING SOITT, /s• Mac nIX. 9. IN 33Pa, iwl LOAD AAa H. iN15 w+v vAUD EDGE Of DECK Ir p^PUGTj a7 a7 A A.S.S.A. American Shutter Systems Association, Inc. 4266 WE_ ____ Drive Vest Palm BDOCh, FL 33407 t4301} W M MEE, SUPPLY. INL BERTH Shutter Accordion Shutter System tv. acne ®I w/ OR w/o nv. x+roon 19ADE RON wrE OR.M+ Dy: LL 11f �D 15- D DRAWING No 17-107 END INSTALLATIONS {�1} HV BLADE OR Qj WINDOW BLADE INTO 2—x4rr MIN WOOD STUDS is .raeN+usS �, .roam a i' as ; x'•wl ! �� i ��w V {- 4x'ra:rnumx rns:.xo axss-1 � 7S i ra In• m. naem r xo rxwx a ain r� nrims, Ins. rymn»n 1 ma ec 4�1/,,�.. OR Q7�Y END CONNECTION DETAIL 9. ., T .-,max att va rerr.� END_CONNECTION DETAIL {G • REq,Rp qpY fpq Spd4 Cwy[q M1µY I]'-C SEE !IE(I�jIATIONS OF USE FOR BLADE 5�A1 ON SHEEP 19 aYidlt Imo• 02017 EASTERN L �+ �+ A/ A■S■S■/�i■ BER7 Accordion TILLIi Zee. G..k ENGINEERING COMPANY n, w. xx xkcw roamsnam. mIb to Js Jr. P.E American ShMBer S fe %5 me Aseociatlon, Ine. 4266 westroaCs +Srive9yj�gWest Polm Beach, FL33407 Hv. gI w/ OR v [samneNobm. Ce7e.pcs)m1-1ea1 ptD F IPPLY. INC. H�TN :er System wNDM BACE Ow N ae it. 0R2: 07/q 17 DRAWING No 17-107 i V U- Ivldi� - TYP, EA END v)JL 5 mN06'n5 A:LDw£D Ai ,(Y a 'AWOOx fl1aDE Q�/ a; s£E CND 0 s0. O£tARs ON sNEETs ID A 18H FAIL llNMT.i. zo y 11 Mql M91 M Mql � j j 9 9 9 9 9 9 9 a ( ti 9 Q) ©A ©H ELEVATION Exmux: aAss ------------------ 1---------- ---- ^� YP. I 1 vv�h E 4 ll Q0; TYP. W+LM SR,RIhANATF55J"CY �` •J W/o ( rim£ 4 ABINE)` PLAN YR SEP NM, TO Ques rOw somAE w sTtT E rw e Q ------------ I. UA A". BEACH "aSYff IUTWEf ." , - 110 P.rl, z MAY, ENuTrER sPAN: Be 3. U2OWED UOUNRNO& A O. E A N w SHEETS 6, ); As WfIL AS YOWVN:Es Y. 0. TT.E�Ul�&may w®ON 5;1EEf$ IBA I)l�.?y, MRYY'OmW �)SWOflI6G1S8OR w/ I pt" OUT YtICL O n1M tw CENTS MUST BE E:C UDED ONLY AT E%1ENOR ICCESS 90E Or CEMC s. (A) NY WNWW�BtynpE SIU11 ONLY Al{Dw A MAX;YW Of 3 DPENWtS Cl'� UDE AT V`UD9GS WM ON SIRET s. (B) YOI. CVMAI:EE FROM TOP OR BORON EDGE Of w w;xWw EAOE 0 Of UM W. NOtE FOR © SNUL BE Tr. (c)wRRwST L§ P COUIND OUT FROM SPATTERS AT ENDS NAY BE Try (0) W'Do" IA*oE lQ UM BE USED KIEtNIATE To A MUD Nu E(D INROUGNOUT SIRRnAs =M (E) CEJQERUATES'sNHL KWAK BE WSLWLO M ENT W A SqA NJ BIAL£ Vl AT E11NFR 4OE "' TNeI, (F) PoLKMBOtUT£ W MNWWgsN{LL BE MSTNEED co }rips FACE THE OIafWR pf ME OPENP:G BESNE PRo1ECIED. HV mN00x MUST BE OILY O NNJED AND tOCIQD USEYe A Mr smau: TOOL PROwOm er ASSt MCNOR SPACM s EDMX FOR 4nTdLLATWNS RNO W,,0 iIUYE BIRLUNGS ON SHEET 15. M UHDEY. BY SPAN AND OESaN LOAD (SEE NOTES ). 52 MCNOR WP z SOIETRAc M w6TAlU1gN5 iNiD Pou ce CONCRETE ON CONEREFE BLOCK WUE ON SNEETS tO A 13 M BUTTED BY SPAN" DES;LN t (SEE NORM I A ) MONO. E. NNIUUu SmAMOON TO Q Sc,EDLR4 PER ASM E-,N6: UNO 2014 UW!WY sE VNON TO OU 1 MRU 3 \ ALTEFFNATF OPPOSIN R •AYES 1 W/ �5!EY RIOR ONL ANO W/ 24 OR ,�j lSEE NOTE 4 ABOVE) TH HV WINDOW BLADE A` SHUTTER= ----'� FLORIDA BUI(DIN(' IMP (Hon High Velocity Hurricane OM17 MTECO. 1 Q2. T r cRRN vn., a,me... ..•. IL�EC-O TIWI'TESTING k ENGINEERING COMPANY 6lb NR %A o Ss )01. V.R�CR V.eCV3 gplp. y 1#urn : (3v)nt-ISNr . ra.: T3u)en-u3t AWi u. P.E U. ) 4067 A.S.S.A. American Shutter Systems Association, Inc, 4268 Westroods Drive West Polm Beach, FL 33407 Accordion Shutter MACE y1 W/ OR W/O HV. INN AWING No 17-10 u n. iASY42a nnu-u yyy YAPoE9 N.. c-60 cAiv, srtn T�� 2' Macy /E'.4 SNDS AI Ib' O.C. yl s :/.-. o.OJs' IrrKK u:..l 43c 430 uv 6i¢L mM CNAVNL; p 6' 0.C. O 6" MC .65J 4W'E .< Ifm. G-66 !cb (w6f(]RDfO snits I /6,1/2 . $C4flK LN i EAS)ING MASH A IX Qp fµ's IS ApNGg{E EXISPNO. GVS$ j NIN. SEPARAT4N ro GLASS (sEE scHEouLE) # # I N FOR BERTHA 1 HV GLAD AC-nRD10N H UTTER -SYSTEM INSTALLATION TO MEFA STt In WALLS e I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psT) 2. MAX. SHUTTER SPAN: 64" 3: ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WRH 21 ARRANGED A 1ETTUCAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. t0 6- O.C. 1 _ O 6- O.C. ry' _ SLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/2 12 CENTERMATE21 APPLICATION WITH BLADE 0 W 43b 4'. i 1/Y, ooJs' u+s.: tAIIIES 0 6' D.C.. ASItl A-65J fipACE 10 2i.MaK . R.� nod: �; o.�.-�,;;P, =-c:•_:,,-_ MS WALL HEADER/51 INSTALLATION ''T______ LEYISiLYC GV55 '430 436 43c r SYMMETRYCAL _;SYMMETRYCAL I` CENTERMATES W/ + ". CENTERMAT S W T. EXTERIOR ACCFSS SInEr ":]rnnn .......,. ,...,..... 1/2- a HVB ,ram 0. 0201) T4)fCO. MC, IL�TECO TIWT TESTING A ENGINEERING COMPANY • ssss ".. Jn:r a ay.:ns tw,:. uva.++A naa JJ A WM.i@ A. lk Jt AV nORA4 Lk, ..I676] 1 1IIE:Y -I 2. 00' M.. � 43 1/4"m NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO Ma SCHED o r b yam• AOe LENGTH � I' ® 1 /4"te-2QX3 MUST PENETRATE J< Y LJ>Y- r ,O50 T_ 1/4"b-20 THREADS 43 1/4"9 ICO ONm+M U nn PRODUCTS FAB-LOK HO COMPONENTS l'C FlNI6M AS APPLtfj.AlE SCALL 3/6'. Y TOP h wrom) 1 3/4-. 6 VC. O. a u.... WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4' u L0CAIE0AT 1 W HMER - - 0105 VIEW Y SL}CKy,—� SIOE CONNECTION TO TRACK AnRIDA BUILDING CODE Non High Velocit Hurricone ZI ®201] US)ERN METAL SUPPLY, C. BERTHA WI, A S S A Accordion Shutter Syste) American Shutter Systems,4 HV. BLADE ®1 W/ OR W/0 Ky. YANJON BLADE RAM own•i fi.: ,c Association. Inc. 4266 WesLI00E6 Dlve 1 127/P/I, ww 0]/27/11 z J DRAWING No West POim Beach, FL 33407 17-107 � A �