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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 � it i[ i r... � �...�� Im BOS Home Ing In User Registration i Hm Topic Subml4 sumharge I Stats a Fads Publications Comact Us �• Bcls site Map ! links 11 'Search t dbprl"i Product Approval ry USER: Public User 4-= PmduR ADQmval Menu > Prodod or Ayo Taron Sea.^h > Aooliration List > pppllcatlon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL389-R9 Revision 2017 Approved SCq St 4UCie CoUO my American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Bill Feeley frodriguez@eastemmetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2019 John Henry Kampmann Jr. �Z Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC DRAWING 17-107 CERTIFICATE OF IND PENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS A O INC.DRAWING 1717=106 CERTIFICATION OF INDEPENDENCE W.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 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgvYYHH2vJvx53Mw... 4/29/2019 Florida Building Code Online 1 Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/1912017 Date Approved 12/12/2017 FL # Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks 3 - (Non-HVHZ) - Drwg 17-108 (top 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 ASD load and 13'-0" for 35 psf negative ASO load the HV3 blade w/o window blade,5'-Z" for 110 psf ASD load for Hi 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 . in of +72,-72 and 84" For+64,-64 psf. See e Or of a ans and ASD pressures. Installation Instructions FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports 1`1_389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 178PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 J Bertha HV Accordion Shutter -Blade I Extruded aluminum interlocking blades retained by tracks / I 1 Only- (Non-HVHZ)- Drwg 17-107 (top and bottom) for storm protection timits'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 on 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 Hi 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. DRAWINGI7-107 _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 COMBO- (Non-HVHZ)- Drwg 17-106 1 (top 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 11 AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING_;?-106 BERTHA HV ACCQB12tt SHUTTE$ SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes Back Nert Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-4s7-1824 The State of Florida is an ANEEO employer. Cowrlobt 2007-2013 State of Florida.:: Privacy, statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-mo Es request, do not send electronic mall 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 pmma vlded y 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 dick h Product Approval Accepts: n Rim W M https://floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvYYHH2vJvx53 Mw... 4/29/2019 Plorida Building Code Online Page 3 of 3 Credit Card Safe https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mw... 4/29/2019 GENERAL NOTES: I. BERTHA H.V. ACCORDION SHUTTER ,,M SHM'M ON MS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2D17 (BIN EDITION) OF ME FLORID BUILDING CODE MIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH YELOCTIY HURRICANE ZONES. DESIGN WHO LEADS SHALL BE DETERMINED A5 PER SECTION 1620 OF THE µDLL MENTIONED CODE. FOR A BASIC MNO SPEED REOOREO BY THE JURISDICTION WHERE SHUTTER WSLL BE INSTALLED WON -A DIRECROHAUTY FACTOR KO=0.85. USING ASCE 7-10 AND S1ULL NOT EMCEED ME MAINIM (A.S.DJ DESIGN PRESSURE RATINGS INDICATED ON SHEER 11 MRU 15. 19 k 20. IN ORDER TO WRIM TIE ABOVC CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 2-10 SMALL BE FIST REDUCED TO A M. DESIGN WIND LOADS BY MULDPLYWG THEM BY OLE M 04DM TO COMPARE THESE W/ MAK. (ISO) DESIGN PRESSURE RATINGS INOIGTEO ON SHEETS 11 MIND 15. 19 H 20. IN MET TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS P.C.D.. AS TESTED. WERE NOT OVER SIDESSEO, A 33 S INCREASE IN µMNIMLE STRESS FOR WFISTENERS IN MOD.IND LOADS WAS = USED IN THEIR ANALYSIS. ACWfl010NNSHUTTER SYSTEI SD DURATION i ADE0VACY FOR WINDR CO.I.60 WAS EAND URGE FOR 45SILE ITION MPACT LEAD HAS BEEN VERIFIED IN ACCORDANCE WNH AIL RMMIS: SECTION 1809.1.2 91 THE µOW MENTIONED CODE AS PER -HV BU➢E OO 10214.01-03, P0715.01-03. JIM4.01-03, )1214.01-0.5. MJN7.02-06, 10609.01-10 AND (OL0.01-11 AS PM TAS-201, IAS-202 µ0 IAS-203 PROTOCOLS AND µDI E-1686 µ0 E-1996 STANDARDS (NISSM1E LEVEL D. WINO TONES 1. 2 & 3) 6 11220.01-10 AS PER Tµ 201. 203 9 203 PROTOCOLS LARGE MS$E. -NV WINDOW BLADE 0 /0505.01-08 AS PER µLTA E-1886 AND E-1996 (MISSILE LEVEL D. WINO ZONES 1, 2, 3) BASIC PRMECTINI ONLY AND / 0725MI-B8 AS PER Tµ 202 PROTOCO, 2 W BLADE Qi AND W WINDOW BLADE 0 ARE. ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS MH SCREWS), USED AT FUZES KNUCKLE µ0 FOR DIRECT MOUNT """ON TO TRACKS SHALL BE 114XZ75- AND /14XIA5- RESPECTAIII 410-M MINIM STAINLESS STEEL SCREWS WON 135.0 W YIELD AND STRENGTH D ISO kei MNSLE STRENGTH, PISHALL BE COATED WITH BERTH W GROSHMED DEMAND SYSTEM AS MANUFACTURED ES BY gUM UM SERIES COATING APPLICATORS, REGISTERED WRN AMERICAN SNUTTER SYSTEMS µSCOADOW. PINS MUST BEAR ME W WARNHG ON THEIR HUD. 4. ALL ALUMINUM ENTRUSIONS $HALL BE ALUMINUM ASSOCIATION AULDY µ0 TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM TOLD STRENGTH FOR 6063-M ALLOY IS ODD Mel µ0 35.7 ksi FOR 6005-TS ALLO, 5. ALL SCAM TO BE STANLESS STEEL 301 OR 311 ASI SERIES OR CORROSION RESISTANT COREO DAABON STEEL PER DIN 5C018 WITH 50 bi MIN. YIELD STRENGTH µD 90 kai MIN. TEHSILL STRENGTH: µ0 SHALL COMPLY VI/ FWAVA WILDING CODE SECTION 2111.3JA. 6. BOLLS TO BE µTN A-302 GLLVµONEO STEEL, ON A51 31N OR 316 SEINES SLANLESS STEEL WON W W MINIMUM YIELD STRENGTH. T. SEE THE FOLLOWING SHEETS MR ANCHOR SPECInpT10NS:W BLADE (D : 12.13,14.15 AND 20 W IMAGE 01 y 6 MORNING IN UNISON: 12. 13 6 35 8. MIS BERTHA HV, ACCORDION SHUTTER SYSTEM BEARS A U.S. PAIEM /6Y29.582. COMPONENTS OF THIS APPROVAL µE CO EPEO, IN MOLE OR IN PART BY U.S. PATENT /5-450129 ISSUED M EASTERN YETµ SUPPLY. MC 9. R SMALL BE ME pESPonSBI11TY OF ME CONTRACTOR TO VERIFY THE SMINDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO IMMUNE PROPER ANCHORAGE. CONTRACTOR TD SFAL/GW( ALL SHUTTER COMPONENT EDGES WHOM REMAIN. THRU FASTENING IN WNRNUOUS CONTACT WITH ME BUILDING TO PREVENT WIND/RUN INTRUSION. 10. EACH UNIT MUST BEAR PERMµEM LABEL IN A VISIBLE PULE WON WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL W µTT N9 CENIERMAMS AND ENCAM OR LOTH ALL W µ0 HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY NSIBLE LOGTON AT ACCORDION SHUTTER W ACCORDµCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING WOE ONE LIBEL 90LL BE PLACED FOR EVERY WENMG. UMJUWG TO COMPLY VMH SECTION 1709.9.2 OF ME FLORIDA BUILDING CODE 12. BERTHA N.V. ACCORDION SHUTTER SFSTEAI'S INSTALLATION SINLL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING µD ZONING p(CUUTIONS PROVIDED BY M[ JUR401CIION WHERE PERMIT IS MPLIEO TO, 13. (a) MIS P.E.D. PREPARED BY MIS ENGINEER IS GENERIC µO WES NOT PROVIOE INFORMATION FOR A SIZE SPECIFIC PROJECT i.e. "ME TIE SHE WNDNONS DMATE FROM ME P.E.D. (E) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECDON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MIS AROWCI, BASED ON MIS P.E.D., PRONOiD HE/SHE ODES NOT DONATE NOW ME CONDITIONS DETAILED ON MI5 DOCUVEN T' CONBTpUCIpN SMTY AT SIM IS ME CONIW.CTORS RESPoNSBND'. (e) THIS P.E.D. AIM BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (6) SITE SPECIFIC PROJECTS S0A BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH LOLL BECOME THE ENGINEER OF RECORD (E.OR.) FOR THE'PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACDNG AS MCDA FO ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO MIS LITTER ME SHE SPECIBC OPAWINGS FOR REWCW. (a) ORIGINAL PEO. SHALL BEAR ME VALE AND ORKMAL SEA. AND SIGNAMIRE OF ME PROfE551pNAL. ENGINEER CF RECORD THAT PREPARED It. a2017 nLTECO. IN, ��AfEb� j N • � TILLIi TESTING h ENGINEERING COMPANY em P.r. ua st, se sos, AA Ma¢x eAR00¢ Tma u Plme: (S Fee: (SVjTI-19I1 SyONALE+^ -`P` "N. mwew`se<o .ea..I ALTM A Daft AV•/511°NEYIIRF/WATT FLORIN UA F 4T1ea TABLE OF CONTENTS AREA I HV BLADES (1) k 1fi� GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21_39 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE h WINDOW DETAIL ABEA ' HV 81 AD l7 AN❑ Hy wiNpow gi p (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 NSULL)ITION DETAILS G-M, CONCRETE/BLOCK SHEET 2 CENMRMATE DETARS W SHEET 8 CENTEFMATE N.TERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE G BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE h RLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLW:K SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 10 INSTALLATION DETAILS S-X, WOOD SHEET 12 END CONNECTION DUNS 9-12 h X. WOOD SHEET IB AREA 3• Hill WINDOW BLADE A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE ( ON, Y INSTALLATON DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAS..S A. American Shutter SysteMS Association, Ina. 4268 WSW..& Drive Vlest PON. Beach, FL 3340, wRHN MENAL SUPPLY. MC BERTHA HVTLL Accordion Shutter System H.V. EIAOE gT W/ CA W/O H,V. IMNDM MAX n. .4 UMmRImaN aTE DRAWN e, LG H 1 OLD 15-0115 T/2T 1 — m/22/n DRAWING No 4 17-107 rcA .v,w. wa p Is it e P, . na 1. 99' III) BLnp )HV UNIVERSAL FLOATER 04581J C QUALIFIED FOR USE V!/ HV B1ADEr1 6005-TS ALLOY AND TEMPER DE ® ON SHEET 19 ALLOY AND 556: 6ro• 0 o ]' DD ' ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE l 6063-T6 ALLOY AN'D TEMPER r 1.91Y s ry OIL—" �aA 6]C• 1.606' bt , 19Mo (11 HV CEILING HEADER Q IFIED FOR USE W/ HV BLADE I ONLY, SEE SECDONS FOR VAtIDI $063-76 ALLOT AND TEMPER MN %MN T M �n � I4 l OC6y �69 SIDE ANGLES QUALIFIED FOR USE W/ HV BIADEM 6063-T6 ALLOY A.D TEMPER ` NP.) i I 6 j (7)HV ADJ ADAPTER W/LIP QUALIFIED FOR USE W/ HV BVDE01 6063-T6 ALLOY AND TEMPER VARIES 1.063' m I .66J _— .I 0 $I 060' 6]0 1� HV HEADER/SILL QUALIFIED FOR USE W/ W BLPDE(DONLY 6063-TO ALLO AND TEMPER Y J ALUMINUM ANGLES OU41RED FO$$ USE W/ HV BLADE(• ONLY. 6063-76 ALLOY AND TEMPER .HVDIRECT MOUNT OUAUFIED FOR Uf�E W/ Hv GLADE(1) 6063-T6 ALLOY At TEMPER ] ../ On 6, 615" 09 C8)HV WALK -.OVER TRACK QUALIFIED FOR U0(�t)E W/ HV IAO BE R 6063-T6 ALLOY A 0 TEMPER QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VAL 6063-T6 ALLOT AND TEMI COMPONENT A B T1 T1 ! I 3' S" MNLi tI0' I/8 1 0.193_I0.192' 19 ]y" ]' MR%.I, 0.190' 0.R0' I' 5' NA%.I 0.139" 0.131• L V Q� UAL 6063- Vµ1E5 li _N 09] PI ^I 1 14 HD WA HAD R/SILL QUALIFIED FOR USE t•I/ HV BV.DE ONLY. 6063-T6 ALLOT AND TEMPER % L ]' I S 10.490 1 x i ��1 CORNER POSTS UAUFIED FOR USE W/ HV BLAOE(D 6063-T6 ALLOY AND TEMPER �= 11`• P% "'•, • �%44 ''•CEN• - v sF-.., 9 • C90D TILTECO• INC. p ,Na. S • • • • American ShuHsr S stems Inc.O'I Ass6elafl0n, c 4268 Weslr — Drive Vlest Palm Beoch, FL 3340) 0201] F/STERN METAL SUPPLY. INC. BERTHA -HV,, Accordion Shutter System H.V. 9ME Nt W/ OR W/0 HV. w DOw RA•DE L1TAA } ^ TIE% ; 7r " Epp p-_S�-=y�� f�f +.QHIpP : `lV',L V AT..... 9 L S/O.i nl t,G\'1,11` P F�'GF.A ]: IAFixIMC /nnTC TR.. TESTING . ENGINEERING COMPANY esse Ns. x,.. s. sl.. ..a w9e.n c.RNvn rlac. m1c (Jmka-IW . T..: (.ns)ml-Ivl -m.r lalen0..W.c.m fe-C]O6]I9 wMM A MUT". P.E. nOW4 Lk. 1 4.1.1 x D6s15-08 6.TL oPAnN sn Lc. 1 OLD is -Des ]/n/1 wtt: m/s]/v 9 3 DRAVANO NO 17-107 4 24 OUNLT! lu 0 A. FRert aLvoroN is HV MALE "T" LOCK CEUIERMATE 27 LOCKER FOR "T" OCKLOCKEREOROCKCENJERMAT OUALFIED-FOR USE W/ W/ BLADE(J)"LY HV FEMALEHVes" LOCK OUALIFIED FOR USE W/ 1i0 BIAOECIj ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Y!/ hV I 6D63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND let �+T 1 `a 31 E R AA W 0 1 0 RO 331 QUALIFIED FOR USE W/ NV BLADE 1 & J 606]-TS ALLOY AND TEMPER 40f=dri ROD /\� QUALIFIED FOR USE H/ NV BtAOE(h 6063-TG ALLOY AND iEMPEF )INSTALLATION WILL RECUIRE A o" HOLE 6063-T6 ALLOY AND TEMPER 9 ],Ifil JA'I_ ffl �n L LIFTED COR USE WW/ H4 BLADE(1 & 6063-T6 ALLOY NO TEMPER 31/2' 1/.'A p-20 AISI 304 SERIE5 SS THUMBS REW QUALIFIED FOR USE W/ HV BLADE 'Q. .. .... =i c201) mIEtA. LW_. ................. =T1 LT ,O •. .' �F TI0.1T TESTING & ENGINEERING COMPANY STA78OF Q'+ u.". ssm. sr. s.. sos, vaysA waB�s. noRa v AN...: pOs)e)I-Is3B. F..: fas1�1-Mn [� `."' 11LL ". IW -O6)71M, m' •�FAI'/[��eT11nr•%nn)c O.F RAr wA0 a.a0rn sys WxLD cxN°Mrzo"n U t%I G p51 o n•i I mi ]le' . eclss lcruvfx m i ® HV LOCK 87't'Im QUALIFIED FOR USE W/ HV BLADE 1 & ' ONLY. ® HV "T" LOCK OUALUIED FOR USE W/H4 elADE (D ONLY. .'= 0, ""Ov'cD D[ GS) I rNYSr: eVup _ P/Y.ro aumw Is )WrI Rs tBR.VS C11WC[F [owart Pu1[a) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADED& a ONLY. - r'250' 0.D. PIASDC NE. MOLDED ta— SCREW n m LIE. i 1/4"0-20 x <3/4" S.S. THUMB CREW A.0", s.<. ALwOvuM .M NUISERT. P"p r—D 916' n.J80' I6— A[TE W BEFORE RIVETING 1 /4"0-20 RIVNUTc o. As LLW WA C OY Aroa n[�xsEV 07 W [OWL, Daw .1 1]9' Mvr. r7 ,� )mlMatuax R KEY aR ,.5) Wn LYM`O-R 1.76• ua.. ® HD LOCK 6Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 6CLr LOCK. ^-OUALIFIED_ FOR USE W/ KV BLADE(D& @ AI.SI.S.A. American Shutter Systems Association, Inc. 4268 Westroade Drive West Palm Beach, FL 33407 wM. ETA_ SUPPLY, ".. B RTHA H TM Accordion Shutter System SLADE #1 W/ OR W/0 RV. WINDOW MADE No 107 SHUTTER ASSEMBLY SCHEDULE FORT HV 1 HV OE BLADE 1 ®MADE 1A 3®NG RECESSED NYLON BUSHING 3®HORT RECESSED NYLON BUSHING LON HAT WASHER ©EEL CARRIAGE AISI 302-303 SERIES %3/16" THICK NYLON WHEEL, "N AISI 302 SERIES S.S. RIVETS ©3/4" ACCORDION PIN VV/ #8 HEAD � ®3/d' AGO,PIN W/ 88 MEAD { ®RBONATE IMPACT RESISTANT W WINDOW * PIN R 0 IR M NT AJ EXTERIOR BLADE KNU K FOR HV li) HV C1� (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR HV ® BLADE. TYPICAL SHUTTER ASSFM13LY X.i.S. (2) HV PIN ®n!AY BE USED IN UEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ "MID vO32a- 8LADE WHEN CORRESPONDING TO INSTALLATION "U", SHEET 7. 04 EY p (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ttP o > SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e" �97• SHEET WWNEEL CARRIAGE✓ DETAIL EXTERIOR BLNE'S ry k\;II li! • I j: a45• `IF e L ' ]irisM e ,D II t ]LIB: c D�uX 41 �a3'e o I T. r L 0 �� _ 3B �f. I� • I j 3 D OOR 0 0' ® Ili i EXTERIOR HN PIN ® OR A] ) E%ii'RIOR_ BUOE'S KNUCKI£. 3 t, (SC[ NOTE t '.R T REOUIREMENTS) li II I I ili .pEMBLY LAYOUT x.i_. 0201] MLECO. wC. 1 L�I�TE C O TILLIT TESTING & ENGINEERING COMPANY OJ]SH.M. ]Nn. [1., SAD. ]65. NBpn1.S cWf •VAS RGFt,.]] n'K]ER A ID.IIf J.. P.L RORNA Ilc. / t.16] Xv a?i L 0625' BUpE ,0625' ::`' .u625 G62S' TYPICAL HV YINDOW BLADE 9 AND POLYCARBONATE HV WINDOW DETAI / $]�YfARBONATE O CT R I TAN' V WINDC l� BAYER MAKRCLON 3103 POLYCARBONATE I]' w.v. q cE RESINS, UV —STABILIZED GRADE OR SABIC 10 8U Son u INNOVATIVE PLASTIC LEXAN 103 RESIN '�✓ i (SEE NOTE "F" ON SHEET 19). POLYCARSONATE SOURCES FOR da n.,uv. enm[nl%s D[rn+c c°•^* 1CCllYs[dL asru mv] a w] mM' O.vn w/: rz�n:l[�n�u svmowt:.n vnm D...:. i. e,Pov � orva c sue'• :wi ryeu,. .g:u OIS> 3.1. A.[. ]-A. Pµ d}] ND.ti C-! Mt5 StV %SnEuw�O ow BIU 1KM11 SRE1dIX MIFA of RIILH: PSN !M 9]0} D.e.t 000 Dal. 4el[ [,PESO BV4D[ N[wIMW'p /,]ry y0 0161 pJ, p!!] pDl, A.S.S.A. American, Shutter Systems 'Association, Inc. 4268 %V..troads Dnve West POim Beath, FL 33407 Ntlu .1PLY, WE. BERTHA HVTM Accordion Shutter System HV. BLADE p1 W/ OR w/o HV. WINDOW BLADE No 107 V �i 0.0- � • � � �Psbr�PrarP �3� ; M ' D�.QP�•i�Pi POP ( vP Dili �dl W IA p6.4* A I� E IIv �a/Fb E� Oif 8 iBs°t; gg No ND - CTON 10 s 0. & P a \ FULL FULL i , I ' NOTES ON HV LOCKS AND CENTERMATES• 1 MANOAro�NOm 11: ONE HV LOCK (} or SHPll. BE USED AT 1/2 OF SHUTTER SPAN FOR Al SPAN OR 17 ABOVE OR BVWPr )(2 OF SHUTTER SPAN OR SPANS UP TO IDS, AND FOR INSTALLATIONS AT AN/ ELEVATION. HV LOCK (�jSS �5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED III OR CENTERI4VES W/(2) 1/4m-20 x 1/2' LONG FLAT HEM S.S. lA.S. LOGRON Of LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS , Q3 OR Q6 IIAY BE UBED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @lr SHALL BE AS INDICATED ON NOTE (1) PBOvE. LOCATION OF LOCKS SNALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. C� 3 A� B3 1 '�' y.V_L�g)E USED V2 $._V Wy��O H V 1• LACKING RODS ARE N0i REOUIREO Ai URRICANE POSITION, BUF MAY /"= P �5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 0 OR M ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4• y1�i7>7iyy� �yio��N(♦ ON■/YjiL ONE RV LOCK Ify SNPi1 BE USED AT CORNER CENIERMATES FOR ANY SPAN —1 AND IMTNLATIONS AT Pf1Y ELEVARON. NV LOCK @r SHALL BE USED AB AN OUTSIDE OR INSIDE LOCK ATTACHED TO n CORNER CENTERMATE VII 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.S.S, M5. lVlO LOCKING RODS �$ AT TOP & BOTTOM SHN.L BE USED. LOCATION OF LOCK. SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. k MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOW ONSHEET12. OqJ e3[ G C" �e rvM OF CORNER. W CENTERMATE aC@e, r6 �a 8Qr.10 r o• 'l7P�).rt0' o�Jg0�. @71 C. �q ,,, II J�a„I yi • Q6,Cz TYPICAL (1i HV BLADE SHUTTER ELEVATION N.T.S. OF 1/4 o-20x3/4- S.S THUMBSCREW TO Q' OR CENIERMATES SHALL BE MADE W/ 1/4e-200/4" ALUM.Ax" RNNUT AS SHOWN ON SECTION LIVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHuttER SPAN OR T'10 LOCKS AT 1/3 OF SHUTTER SPAN. 6. VANOATOR/ CONDmON /x F ." ^i. ^• ONE HV LOCK 0 or G Or 0 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 TO 96'. AND FOR INSTALLATIONS AT ANY ELFVARON, KV LOCK 0 or !LS or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or @ SIMMETRICAL CENTERMATES N/ (2) 1/4'-20 x 1/2- LONG FLAT HEAD SS. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Of LOCKING RODS 0 W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. "NOTES ON HV "T" LOCKS AND NT RMAT S- OF LOCK 09 INCLUDES USING REWFORCIIIO LOCKFIY T. AS *NO ES C S C T R ES: 1' L ONE ALTERWATE HD LOCK( MAYBE USED IN UEU OF HV LOCKS OR ICI' FOR ANY SPAN AND INSTAWPONS AT ANY ELEVgTION. PLTERNATE NO LOCK CS MAT BE USED AS AN INSDE OR OUTSIO LOCK. ATTACHMENT OF HD LOCK 4 TO �'IS W/ J /8 x 3/8' P.N. 6.S.M.S., AND INCLUDES RDNiORCEMENi INBEAT AS SHOWN ON SECMCPS ADS-H AND HDC-HVL, SHEET 10. LOCK MY BE INSTALLED AT MIOSPAN OR IY 113 BELOW OR AgWE MIDSPAN. USE OF LOCKING RODS I IS COMPME y OpRONAL 1 Y` -r/ i 1 " CEN F �- • p'••, TE pr *' 0�•,_AP_ •.4Q' LYY� 0201, ,LTD., MG IL E C O LNt. TILLIT TESTING & ENGINEERING COMPANY 6]]6 xw. xex si. a.. Dm. w-6pw enasa. rLQia a1a pror- : L:m)6v1-1sJa . ra.: (]m7en-1m [e-6o i xP" 4TCR A :rWT J. P.E. F.DROi Uc F 4167 S' S � ■ ■ ■ ■ ATeFIcOp Shutter S sPoTns Y AS$GNG})OOr )TIC. 4268 WeslrwAs Drive West Polm Beach, FL 33407 ®3013 EASTERN NETN. SUPPLY, INC. BERTHA HVTM Accordion Shutter SysDE kV MADE #1 W/ OR W/0 H.V. VANOW! MADE E, K OascNrpllml yrz 0Ft%N sn LC 1 CLD 16 •• � z.. ......•�� • ss/ •• G\�1LL1 OVAL EN ,11 P F CFAi'IMMRfATI IDC /r%A= a ] DRAWING No 17-1 07 , CONCRETE ANCHORS (SEE SCHEDULE ON SHEET IJ) T Vz E. D.x R50' Ma,. I/ ; (290 —CONCRETE ANCHORS (SEE SONOROUS ON SREFT 13) 17 I 0 SA �imrx[ (sEx Nanm.G ®rxllm >) I' ...4 S.S. G EO EJ ✓ ACHINE SCRENS U6 SING 1/4'-p0 0U 0 1 ]' G.C. OR I3 IS ,..T r]So• ear.. O HV WALL HEADER INSTALLATION III ILI- (B) HV MLALL HEADER IN TALLATION + KEG" ONE FOR ro SEE EELSHEET 4 FOR TWICAL 5NURER ' E. 0. - EDGE STANCE MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ofl SNEu U) �AsBa. N/ "AY TO SUIT µY INSTA!IATI011. P.E. U NV WALL SILL INSTALLATION SEE LMITA710PIS OF USE FOR 6uDE(�A ON SHEET 11 O HV WALL HEADER INSTALLATION SCHEOLE 0 -- aPl01W. l � � � 13 OR 15 i ! i ,_ �✓ D.C. AYCNOR S I 1/4"V-]G.J/� ss. PHK-UPS L_TRU55 NF1G MKNINE SCREWS POURED COf1CRETE', 95EE EET5 jJ)OULE 01: Lq/ I/4•--0a NUM OR CONCRfIE OLD NEONREO OF NV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1M HV BLADE 02Om ralCCO, tt=. i�nS'ua�i.A. American ShUH9r S'SIem9 Association. Ina. 4268 Weslroods Drive West Palm Beach, FL 33407 02017 E E1 IL�CO BER' Accordior HV. RACE #I W/ OR TILUT TESTING A ENGINEERING COMPANY .,J .. 34-1. S , aN.. are, .. ucra¢ R. m1e Pnme:(Wo)sa-153G. 1.1:(305)e71-1131 x . Ee L-moeR a `gym muma mUT 1. P. n ORCA 1t I .41a, n. x r[scrmnrx 1 OLD 15-085 ] a , INC. IAWING No 17-107 POURED Cc:CMM µCIORS mnMW p r j1 CONCRETE 1- (SCE SCHEOJLE ON SHEEr iJ) ,o aa4 I OR �e REpUIRED EME OF �mr 9 �j J `� -T- 9IIl . {Pt 3 CLASS '1 u- a[ a :-(SfI SO6GIEL R r— r SS 4 / E o< / . IPvu4HLE EN L:Iss FK60tr© '\ rm / 1 / GULL a 1 /Y 1 J . Exlsnuc1 ' /. y LOG10N II CLASS _ a IO.J < xE% W0.SMER HfAp j' ! I_ .jj 11 oR 13 DR15 c ' " 1 T /' II ]R'L� CON SCREV5 D IY 00, f / / / //// ry0505 S/6 ./ (SEE E ANCHORS 8 `? JJ E lAe, OF E%ISTNO 7 (SEE SCHEDUIE °0 SIIEEI I]) I/� ' / _ / ,( SUB If GU55�. , / / / APPUGOL ME CFI / //' { / /� � /.' Y �/,' // . % EDGE or i ux mM.v'aY1 11 ACry�CABLE /.• I/ / iI/EOM9Vb OF ApUJBLE F (Q `LD1a! / PpLIREO _ V E e�1. RR I OR • POURED �/ / / / / �/'�1 �/ Aw CONCRETE- ( E. D • CONCRETE (5EE SCHcTUIE °N�51¢EIH I°s 'R rW CONCRETE 11 REWIRED L REOIPRED ) _I Dtl30tr® ® REOUIRC° �p 0.` p,�E ilA H'JD COY.".RE E A'ENOFS (SEE sao=E ON swu u) I7 TRENCH INSTALLATION C' HV CEILING INSTALLATION (3I HV FLOOR INSTALLATION t ul HV WALK —OVER INSTALLATION DESIGN NLYMRE RATING R UP 70 7 FSPMS PO2. SCHEDUDE ea SHEET 11 t lav tam ' O CONCRETE ANCHORS_ -XF., F •A P ous x axm nj [ - rsocc1 (SEE SCHEDULE ON EXISnNC E%ANG SKEET IS) i /<D IM�BixF.L[MmXMv RR&,CONma p[ ex[GUU ULAES GLASS F -- O'r1 '- FSXAXNS TA XR# Arms w/ T/.ux, oECENaa o I uAX. CN, i/4. oc.ICM $n6 LAWI'NA, a'-o- w rc r-o- w,t A, �l gF , , �[ , / ;�IdRI{. I.,I j / 1 T YWNL I.,E FAEREN 1W� g 31'oR 15 Y/O• lmaJ/{xc�. ' / / (� c "..)(WI xm, a// :ASxER MEAD ,U. <•/ / sI¢T 11 FOR..TAna/•r, %' IhJ/A' ME % x 0 /((' 3'B• I) �¢n. I,-T 2. RENS l 1 M SCREWS o s D $ r LIJJB / ! I '• 1h j -l/1 )a I/4 F z0 Ss u CONCRETE ANCHORS ✓ - - �{/p�) �140/4- S.D.S.{`I/<'< 7oa/<'ss s V// Aul p 9 CC (SEE SMEDUL. al 14 i l - "' •O T/ j -6 9' 0. a ( / i VSnT I/ .-2n x'Jrs SHEET Iq -- LLUX. 17 a 1 B 1/x'�- f s'J / '� / `IXISIOq Lon nRuclucu ECGE Or ` \ I% IB ]00'E.�NIN w.,LL na loCc"RAT"k / / I 1 7/B /1 7/8` 11 //• ' / MPLIfJ.eIE JY .L . \\ / `\ ' `P14<] <- F.M. 5CS / -CONCRETE u:LxOgS a C s OC / E'D-- FOUR,O CONCRETE (SEE SCNEOUI[ ON 5[f NOTE Id(0) ` I�.N .. _PWP:o EartRnE Ox SMEE1 I SEE NOTE IJ(e3 1- T- R'GL IED �... �. ___ U CDREIE BLOCN SXEET 1<) \� OR COEDRETE D N K NC ON $XEEr 1 M u/S PIIOxn POURED C REIDUIIRo KI HV WA F OOR INSTA eTION /L HV WALL WALK -OVER INSTALLATION OxEMw:O"FL'M0W NGaINS`A LATION Iuxwl. swartxvm e._o. J HV RAINGUARD IN TALLATION t yam; /SLEMBLTrMOM FOR COMIENATION OF SECTXCAS� D. DISTANCE t RDmE4sWECEIENE8nE�,£AIO\AY1INpN PEYHI. UOEE D 1- SEE NEE! < FOR %CAL SMUTIER (SUE NS ON SHEET IJ) PoC fXR • 5IiDENt�1 EW yIEETU58 FOn In CAN BE uae' P''INSTALLATION DETAILS W/ DIHV BLADE 1u ury w%r To sI EP A. '"? 01 Q� _ FLORIDA BUILDING CODE(Han Nigh Velocity Hurricane Zan ".•�,\GEr•�y-a�;'.-,✓� R=Do 1rt1CCc. Nr_. 02017 EASTERN METk SUPPLY. 11C. 0.4 1y BERTHA HVTIE IL ECO,Ha. A,S.S.A. Accordion Shutter System � H.V. MADE #I W/ OR W/0 N.V. WNDOW MADE 9d'• .fM American Shutter Systems [x. ;, TILLIT TESi)NG h -ENGINEERING COMPANY %v: x P6scRlPnox DATE Dwnx a,': Ec. • •. 0 IN : •'•Fti ad 6T» 1Aw, mua., sn.-..wcMu cwsxs. FA,. IM,X Association, Inc. I ol.D a -Des 7/n/IF wre: oUn/n -.'DS -- �FT•TLr Pro«: 00*71-I111, 1—(>os)e71-1131 4268 W..troods Drrve z �ONiIL �j161+'+ -w.wx unaeeael.<om West Palm Beach, FL 33407 s DRAWING No •. - , EB-4JC671B •- 1 ag1ER A nWI 1, PL , 7-' 07 P F CCAI /fll.A TI IOC /,IAif MRjA lit f <4167 - ouT 9V I 4E xoTa ox LalI Rws p . N+ Lori Q d IN —E%RiwG GIASs INSTALLATIONS W/ 1 HV #,LNw1TtxuTEervLoexQ4'o,sNEcrs- Is Me BLADE W HV CENTERMATES u"Oe"N"°A`"" I..w° DR CEN}ERLS c5 /.OET11 wx l ? 1 OR '10•I59RQ•Oan 7©.©9, FrTlO STA —MISTING GV,:t LS ON S TSNN out----------------- L - - - 1 • $ ( ] 1 6' ] ' 102) /" TµVC .o .Pcc p.,.onToO eonwLT[ 6 I/Y I/�• °e ®' ® � � OPPOSING r (w/DoIION) %.VV sus. T( ME � ,,- /la]/1• GEN ERMATES I I SYMMETRYCAL o Iz- I CENTER�/ATES AT M. µIEEE. (M) Su Mlx. ssw.unov �• OL, NLL LfNGNi. W HV OC1( Q O( $ �p W/ HV LOCK 2�4iorTo cuss -I - i@ 35 1 3 a3 / aN sHEEr II) _ I f E%IENG • U)M(l '� w�•fi'll al musIJ s 6 •Qm Oe ®^'��'! I AN. SEPARATION ® e 0 G 5 (SEE SCV[S)lE \l IN OPI101 ON SNEET 11)_ ( (INTER OUT HVA P.E. OUT a (E%TERIO.R) HVE o]OIT TIMCO. Nw IL�E ,Na TILLIT TESTING k ENGINEERING COMPANY 6]J911 x. lvn SL S•..1.'P.. WgI1.. RAG N PMne : (JN:e)I-19J0 . Fae : (JpJJe)L-NJI -meT: laeeoe[Wamm TB-pTcu, RµIW A TI J.. Pt. RouIs.. Lk aJ1eJ L OUT ®� 2 HVC ©p®O1©•OUO°'ID •�°° E%ISTING GLA55-VOURED COkCRRE OR O© © O ONORE E BLOCK Y,ALL 10• 1 3ceLl/I_©�e-- J I flEOU EO �r0 �°"©�®°'Ol•®a X�N. sv<xnon--- ._ "� / ��—_ I I$ • 8 I 8 (SEE SCHEWIF 5 I O•®w O•®wl®•�$ ok SMELT 11) � I ri ® OUT I fi 1/2' 2. SACK HVF** A.S.S.A■ American Shutter S stems y Association, Ina. 9266 WestDrive West Polm Beach. FL 33407 93(0I] EASTERN METAL SUPRY, WC. BERTHA HVTIJ Accordion Shutter System HV. BIAm #1 W/ [R W/o H.V. WNSIOW BADE (V. x pE5(RIpNON p!IE OW.NII ev: Le. I om Is-oes /z]/I vT[: o]/n/n ] J DRAWING No 17-107 ALTERNATE INSTALLATION W HV "T11 IOC 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS Q4 W/ 0) HV 81 AOF * OUT I o-®o-0'�^b �•®o- !e, ®°'©' ®^�1P�o- BUCE �SaER CCTM MT, iw�GTm G! $xCfl e. .s rrtuuvnrvwvl R. rvip 6rra6mpnn, rstl-Xw. m¢ulm px nas sNur. wr az usm n1N .w> arta•. •muumN pfl... N.c sXp". " nns sNra. I] # 5[E HeIE 6 row Nu mcx(]� , T ma. pN 5N_Er 9. aaE•-n N+o0 uaa6 nu:cE ,NN ne xrrs[°!. rur l mm. wnrnam er .we. LNERGr srxln6x, oM544nN. r:e. mun ----------------------------------------------- (a 30 _HV_.-T.- _. IN — Y ©0 HV "T" LOCK (OUTSIDE) 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. HVG* DD—HV YY FLOATING STACK c2011 W.M Mc LL EC01Na. TILLIT TESTING & ENGINEERING COMPANY !]]5 N.tV, ]6:F: $t, 6i.. ]a6. NRGIrM p.50ENS ILOFip! L PM++: (>ps)srI-me . ro.: (]pslaTl-mI m-CWB)IB \vFLO ROIpW 11_. ) 44167 INSTALLATION G) HV BLADE WZ HD CENTERMATES n , 6-� n ___ _____________ IN. c'�s t > DH B HVB OUT fw"'9 HDC—yVC SYMMETRICAL HD CENTr MATS SYMMETRICAL HD C NTERMAT S 1!�' LOCK (E%TERIOR1 W/ Li%N' LOCK (INTERIORI A.S.S.A, American Shutter Systems Association, Inc. 4268 RWestroods Drive West Palm Beech, FL 33407 _R •la wmmlw was p}Nroplm>av lNen> YY uep.5.: aa.me aw!@ mu n»-Nw a ro.mr.:aa.mr 6rwrc0 ttN uUAL WWLY, Ile. BERTHA VTM Accordion Shutter System RV. BADE #1 W/ OR W/O H.V. WNDOW RARE AWING No 17-107 PO_IRED CONCRETE OR I / % \_ / —POURED CONCRETE PCURED CONCRM CONCRETE BLOCK OR ',% / __ CURED CONCRETE / OF CONCRETE OR CONCRETE .REOU10.E0 BIDCK WALL RECURRED % BLOCK WALL ftE01eRE01-7— OR CONCRETE EYIST46 GLASS I / `/ / , I 7 _,''y' STUCK WALL REOUIRI CONCRETE ANCHOR— EXISTING GIh55 / — i —EXISTING GLASS >/ O IR O.C. ! _ ' / / - r - i / J _ -( •. / 3' MIl1, EKISIING GV55 / 2• MIN �-- ) �! 'AN SEPA4AM1W / l lrvl SEbwNToN I To GLAss (SEE • / EO EO TO a ISLE SORCU< ON sH!1 / uµ y 'Ull SO!-'➢U.E oN SYRi t/I6 ] MA%. It EIX! ISP➢E m0.4D ✓ ltt awS (SEL MN. SETAITnO! / n EIXt flME (DAND 6D63- �� ON MEET To %OR Sa£CLLE ON EN EFLOCATk ( i6i CO ER ftiCfSDk 1 / / II FOR eliF, QAW R I I I / E ULE (Sf£ IMER At • ON 612ET 1, !Cq syUM, CLOSER _ ®SWY OMACRI' O`• SIN JMEft 510E I BAUSQN Q PRATE. LOCATE 1/2 ! ( / ` I!/pSQk Q I/2' // I11 FOR SL le NiA )F ]O) j I AT EITHER 510E MIV 1 I T-� ` @,ARS I Q IN. Or O) `f I I + USE I- OR 2- MAX. 6 16. O.C. I/ _7 �( ALUMMW CupANGLEAT S®I \ (I)JI KI ALLOY) R MIDNDGHT i I b) dtodTAPCON s toQa /\ SEE OEIOIL % FOR_ 'WAL, AT 1• O.C. (LOCATE AT 1 OR ®A I SEE DETNL X FOR (1� SIDE CONNECTION (t OR ®a DINER SIDE OFO) I OR � SIDE CONNECTON OR ®A NO TRUCKS ®• a a 6 •Qj a B'l'S'.®a TO TRACKS a TTIC� ®.©• 70a(]B al®.®a SEE DETAIL E FD 4 ^ 6 • ' ^ 6 ^Ny'®^ IO a SIDE CONNECTIOKIT S ®-©'(]a a I° •®• O•®a©•©a I ®-®•®"©•©- 10 LRFCKIT IOs EN CO NEC 10 L01 END CONNECTION DETAI®D END CONNECTION DETAIL(3) END CONNE®ION DETAIL Q POURED CONCRETE OR E REQUIRED ONLY FOR SPANS GREATER THAN /• �EX4TING GLASS CONCRETE BLOCK WALL '— EXISIINS A REBURIED % GRASS 4 ®. I 5.45-.--- -11 9 WI. sEPOY Aw. ,II/3. ' 1 f E - TO GLASS (S(E O 16. 0.C- C. I / s� SCNEUI a, SH2i / MN. SEPARFTa, Y=------- -------- 'a" EST IT ;Ou.O CONCRETE / \ ro aA4 (SEE /j ` ____._______v �, _____ aI sIf.EI 14 PER ANCHOR O�K 1/i I.!IN. SgOARE IXa 4CT 1 __ ©°POOR OR HCREIE / aAZsm& Q 12- D.C.. \ II FOR H AND NUCHOR a i j ON5 019 F0W 4 _� __._ 1©OR©OR(qOR@ 0 16' .� 1 `, fCO I ®Ifs C Q j O.C. MIN-- / y I f I OR(D /- / E'•I,' . a®• a6sOEVEOELln�n ATOIgN 15SNOCTEi V1C9E TOR `. Ed'1- I!MIN/ OROOROOR $ I OR 9OR$OR�OR�OR@ VIEW POURED .CRL OR ®®.O®PLAN TAI CONCRETE BLOCK Y vml \ �a®^©' T -6 "° • (�.®^©.�,©,®a END INSTALLATION REBUKED \ ' '®^©'®'©•®- 1 HV BLADE OR A HV WINDOW BLADE INTO END CONNECTION DETAIL CONCRETE OR CONCRETE BLOCK WALL 50 pB.®-�.©a®.®..©.®, Bp®.®•®.®.® II•' a N ECT ON DETA L © -®-e FLORIDA BUILDING CODE (Non lh h 1r,—t Hurricane Zone' c- 9 Y \CENSF'..,"g ; m20.1 MITI. IND, ®2017 EASTERN METµ SUPPLY. INC. A S S A BERTHA ter S IL Accordion Shutter System Itv. BADE y1 W/ aR W/D R,v. IWmOW MADE •4Tp tv 'r'ri •:'�. ; ilLLli TESTING h ENGINEERING COMPANY American Shutter Systems Ev. N O[sc6RRDR D•TE DRAmI Dn,..Lc. -^'-p,••. Cn0 (1 �. • {r4+ IP Pssv MW. :4N. III, M...1. NxV.,. c490S'R. nmY. mm .Association, Inc. eLn 1s-oes )/2>/I R. W/z>/IT --V P... ; (36a)s,l>u]0. Fa. ! ('DcR7'-un 4268 Westroads Drive 1 s/ANALEN�,p11 fam�6p°aHl'`°m West Palm Beach. FL 33407 DRAWING1No V ��� ,r„•r Wa11EP A TIWI' Je. P.E �a 7— 1 O / P.E. 8EAV81GNATURE/DATE noaDA u.. / aalaT -- (ft.). FOR INSTALIATIONS W/� C NT RMATFS @ & ® MAXIMUM SHUTTER SPINA` •L+" OR %-" (ft.) FOR or ar W/Olv'E H.V. LOCK ® Or @ or �or INSTALLATIONS V!/ NO LOCK IS W/ NO LOCKING RODS or ONE IV LOCK ar ar CENTERMAPE@ 28© 29 W/ ONE W/ NO LOCY,ING RODS RODS IC"T" LOCK 30 W/TWO L0<'I NG (SEE NOTES }, RODS 35 BOTTOM. 111SEE for PX`1 gTpOiPpc&♦ COIJONE c"& µDOD INSTALIR10115 0 <�o.o�,w 'RE CONCRETE & "Ban Sr n 1 Ain SM QL[ WALL 4WtJ11NL FLOOR/CEILING W/LL ugY1NrG 1. w�l NOUNRNG �< ,�^", �, & noon/ctnllu^ Moux6Nc P.E. AXIMUM SHUTTER SPAN* %L ' JR •L-• (ft.) INSTALLATIONS W & 0 W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUNTINGS SHEET 7) CONCRETE AN. �w DlST111ATIONS MIeFL RGOX/CEIlas NW:RW6 w T.w-1 FAWN DLL Y', u IN I - ( -IN 30 lb'-0" I6'- 0" 35 15'-2 IW-IU I5 IS'-<" IV-3• SO 13'-3" 55 II'-,* 11'_II• 60 1['-2' ur-II• 65 _ 9'-5" 10'-r• 70 _ S'-a' 9-4' 75 g•_e• __RETE & 1V000NSORYC• D, E. M E1, N, 0, P, 0. & L R, S, & y I, 11. 3 i, U• V: & X 0 MAMMUN SHUTTER SPNJ "u OR "L [aR INSTALLATIONS INTO O'Doo SHILL BE UNWELL TO 105 Per. ISO. DESIGN PRESSURE RATING, t HV CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. IOCNING SPECIIICATIONS SHALL BE AS INDICATED ON NN10ATORY COMcMCN J2 NOTE }5, SHEET 5. tt EXCEPT THAT MAXIMUM END SPAN 'Li OR Z " AND MVrMUM AS,D. OESING PRESSURE RATING FOR INSTALIARWNS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UUTED A5 F(RL005: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO ♦64,-72 D.s.f. AND 8'-0" SPAN, SEE MOUNTING@)ON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION 70 GLASS 1 THRIJ 3 " O HV BLADE FLORIM BI e2a17 ,ILT[ay. LNG 1L EC O Epa. A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems sos Nv.. J[v„ R. Ne. v1.1. wova. Ise. rile Association, Inc. pasjfin•Ivo . a.: (3Ds1sT1_uv 4268 Weslroods Drive West Palm Beach, FL 33407 .UCR A iWr'Jr, PL, ,am- Lk.A Hl6) (1) L+: MAXIMUM ALLO'IIMLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-! MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO GETERMOIE MAXIMUIJ SPAR FOR WALL MOUNPNGS (TOP/BOIIOM) OR FLOUR/COONG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MNOIJUM $PAN "In' FROM SCHEDULE. GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE Urn, DETERMINE MANUUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MIN'"U DETERMINED SPAY BETWEEN 'Lt' AND "L- (3) PROCEDURE TO DETERMINE AWJINUM SPµ FOR COUGINADOMS IN BMNEEN PALL MOUNTINGS W/ FLOOR/CDUNG MOUNTINGS: FOR A. GIVEN POSITIVE 15.0, DESIGN PRESSURE RATING: DETERMINE: L14m MAX. SPAN FOR WALL MOUNTING INSTALUTIONS. V+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATION$, FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING: DETERNNE: U MAX. SPµ FOR YIALL MAouNnNO INSTALLATIONS. Uv MAI(. SPAN FOR FLOORADUNG MOUNTING INSTALLATIONS, FINA1 MAXIMUM A1UavAH:E SPµ IS EOVAL TO THE MINNUM SEN2EN "L1{. "La4 ; "L,- AND l _' SCHEDULE r"M nNy L"MUM D NEGATIVE A&D. DESIGN 1 OETERMINE I.WII41UM ANCHOR INC, Accordion Shutter System RV. BADE #1 W/ OR W/O H.V. WINDOW BLADE IG No -107 PURm MYMIFJQNpEJE AIXI( _ __ _ _ _ FRANCE AIR OLVALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING (B) i6G1 JO MGIM 10 60 J! 8i696R 90 120 WIW6 I6D 20! S0. ]0 ♦0 60 5 µ255WL 80 120 RN':G 100 205 _. ]0 PS'1 ♦0 AF411M 00 FPLSiIIM1E )! g0 120 BARD V+! 140 3p5 ,T-D• DR LES$ 11 11 13 10 13 10 1] 10 B B B B 8 _8 B 0. B 8 0 SS 6 E _la 1♦ 11 1] 13 1} 10 f0 9 B 9 D B 9 B 0 B 6 8 6 B 8 0 1♦ 1♦ I4 I3 12 13 10 10 10 9 0 B D 0 0 6 6 6 8 5 11 13 10 8 8 B 6) 11 1] 10 B B B b B II 1] 10 p B 0 6 6 11 1} 10 B G) SS ].s. 1♦ 13 10 B S 0 6 B 1♦ 1} 10 9 p B 6 5 0•-0 1♦ 12 10 9 B 0 B B 12 Ip 9 0 B B 8 It I3 10 9 8 B B 9.5 It 13 ID p 8 0 8 ♦ 1♦ 1] 1r1 p 9 0 8 a.! II 12 10 9 8. 0 4 ].9 11 I3 ID 9 0 B 8 ♦.y 1{ 12 ID p B 0 6 $3 1♦ 1$ 10 p B B B a3 11 13 10 p ]3 9.s SS - I♦ 12 ID g 0 0 6 S It 1$ 10 9 B ) 53 6'-0- 1♦ 1] Ip 9 B 0 0 8 If 13 ]0 9 0 B B 33 1♦ 1} 10 9 0 0 8 ♦3 1♦ I} Ip p B ) { _ I♦ I3 10 p 0 63 B J3 11 1] 10 8 63 y ]3 ] 1• 1] 10 9 B ].5 ♦.S - 1♦ I3 10 9 B B B IS 1♦ 1} 10 9 0 0 ♦S 1♦ 13 93 ).3 a! AS - - 1♦ I] Ip p B )3 S9 4 1• 1} 10 8 B 8 ♦3 .]s J3 6'-0• I♦ 12 10 p B B B- 1♦ 1] 10 p B B 0 S I♦ 11 10 p B SS 9 >.] It 13 10 p )3 5.5 J - 11 1] 10 B.9 J 53 ♦ ]- • 12 0 83 5.3 ♦ J 11 12 10 B 0 B - - 12 I g 0 0.4 $ ]S 1♦ 13 10 BS 8 ] 1 I$ 0 B.] !.3 J - - It 12 10. 9 0 0.5 ♦.y J.S 1♦ I] 10 B ) 3 3.5 ] J•-D• 1♦ 1] 10 p 0 B - - I♦ 13 10 9 B ) ! ' ♦ J3 10 9 ).B SS 1 ] I♦ 13 ID 0 6.5 t - _.♦ i}_ 8 )3 6 1313 4 Io3 l S.J ♦S ]d - 11 • I4 II ] S.! 1.3 11 13 10 9 ).] 15 1 - 1♦ 12 9 ] 6 ♦,5 J - B.-D. 1♦ 12 10 p 0 6.s - - 14 13 10 9 8 8 � 1{ 1} f0 0 B.S ! ]_.9 - ♦ 12 B.5 ) S.5 J - - ♦ 1} 8 6.3 5.! ♦ ] - 14,! 95 8 9 J I4 1} g.5 )S B - - - 1♦ 12 B 6.5 5 f 12 0 B 6.5 1 _ IJ p.3 83 9 ].y 1] 1 B 03 S 12 0 6.5 3 1 B•_D• 1♦ 12 Ip p 0 - _ I� 1 10 9 J3 1.5 - 1! aJ ) a3 1� HIS ],! B { 1♦ Il ) i5 ! 13 - - II 0 SS ♦.! ].S 1♦ 1] 0 B.3 •3 t 12. B.S ) 5.5 1 - - 11 103 ) S$ 8 t3 HIS 0.3 33 ♦ I♦ 13 9 J 0 45 - 11 It ] SS {3 ].5 - 10'-D- ]I 1] 10 9 ].5 - I♦ 13 10 9 6.J 3 1♦ IS B 6 5 11 10.] ) S 13 IJ B3 a5 5 J 10 ]S 5 J 1♦ II JS ]3 - ♦ HIS 9 B S 135 93 B S Ip3 B S - - - - _ ♦ 1] 0 63 SS ♦ IJ 10 BS y 11'-D- 11 13 10 ♦ 12 9 J 6 IS - - 14 1¢5 ) 33 IS J3 IZS p.5 S II p 0 I.s • 3 - - 9 ) t3 1] J 1♦ 10 ♦ 105 J 53 •.5 - I)3 fl5 39 ♦3 ]3 - 95 ] 45 ♦ HIS 3.3 0 3 13 9 8 1.! 12•-D• 1♦ 1] la 1♦ 13 B 6S 3.4 Iy 10 63 ] - _ 113 03 ♦3 11 p 5.9 ♦ 15 - B ] _ 9 B.3 ♦ 103 ] 1] ♦.S - 1 B.y ]3 ♦.5 ]3 -_ 13-G- 1♦ 13 1♦ 113 ].3 fi 5 I3 9 6 13 t 13.5 Ba3 1] 9 1 6 1 4.5 1 4 1 1 1 IJ g.y Sy 5 10.5 l.s S 113 B 11 0 33 1.9 B 63 3 - I5•_0. 1i - 15 10 B.5 ID.S B S - 16'-0 I♦ 125 B3 B 10 )3 3 B B B 0 ♦3 ] - 1. ANCHORS to SUBSTRATE SHALL BE AS FOLLONS: (A) TO EATTRNG FIGURED CONCRM- (Min. Vc � J LAID ANCHORS SPACINGMEND OR TAPCON VITH VANCED TEMINOLDGY ANCHORS. AS IEW, UBO�kSPECIALTY - 1/♦ 0 1A3/4"1 ALL POINTS SOLIOSEF µMOPSR, A9 DRiSTRIBUMID TAPCON OR BY ALL POINTS BLRM COMPANY, (Min. 1, J N) - 1/4•o BLUE TO CONCRETE µCNORS W/ CAP AS MANUFACTURED BY FLORIDA FAWERERS DIRECT. INC. (Pin. h . 2 9si) TAPCON GI It ADVANCED THREADMAJ TECHNOLOGY - 1/4•0 TN -PEA- ANCHORS AS MANUFACTURED BY POWERS FMFENCR5. INC., µ0 DISTRIBUTED BY ALL POINTS SCREW, BOLL k SPECIALTY COMPANY OR ANY OTHER APPROVED MCENSEO OR AUTHORIZED VENDOR REGISTERED MTH THE µEAICµ SHUTTER SYSTEMS ASSOCNTION, INC. ALL P01M5 SCLI0.5ET (Min. (c • J of) BLUE TAP 19/ CAP NOTES: TAPPER + INTOFOURED NLAP M OF TANK AI) µORS BIDMENT3/4% AI OR ATCH ADVANCED THREADFORV TECHNOLOGY µCHORS µD TAPPER. SUM ME FOR BWECAR µCHE ROR15 A2) MINIMUM EMBEDMENT OF 1/1-o A 3/4• ALL PORTS SOUO-SET ANCHORS PfWI, BE )/B• INTO TE POURED CONCRETE. N EWEEEjIEE • SCE Lv,TAIw.'2 Of uN Fca INTO SNCCO SMALL BE PERATTE0. 149-30 S.S. MACHINE SCREW USED SRLLL BE 1 1/2• LONG MWGUM SHOULD STUCCO COST AND V MINIMUM FOR Nµ,S WR.H NO WMECO, A3) IN CASE THAT PRECAii SLOE• PRECAST CONCRETE PANELS. FAWNS OR ANY VENEER BE FOUND ON THE EGGING WALL OR FLOOR, ANCHORS S1VLL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BETUND SAD WALL FIRME5. µCHORWE SHA L BE AS INOICUED ON NOTES AI) k A2) ACWL FOR INSTALLATIONS ON NNTL SE4iG OR E155 WITH OR YAMDNT METAL WUGS CONCULT THIS ENLNEEA RON NSTALINION INTO OFS WIM METµ SMBS SEE SHEET 20. (8) TO EESTNG CONCRETE BLOCK: (AWM C-80) - 1/4.0 TAPCON OR TAPCON IDTH ADVANCED TNRE+OFORM TECHNOLOGY µCHORS, AS MNIUFACTURED BY I.T.N. BNLI]E%. - 1/1•m K 3/4• ALL FORM, SOLID -SET ANCHORS , AS DISTRIBUTED BY ALL POINTS SCREW. BOLT A, SPECIALTY COMPANY. - 1/QC BLUE TN CONCRETE ARMORS W/ CAP AS MANUFACTURED BY FLORIDA FASIEIIERS DRECT, INC. ANNUFACTURED BYPA PATRIBUTED BY COM NY OR ANY OMER APPRGV LICENSED ED ORAUTHORIZED EIIS IED6NERS IN S REGISTERLT)Wµ ITH THE ERICµ SYSTEMSCA O SNUIRER SYSTEMS JSSOA INC. NOTES: CA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TOWN, BLUE UP If/ CAR' ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND IAPCOM w" ADVANCED THWADFORM TECHNOLOGY ANCHORS 15 1-. B.R) MINIMUM EMBEDMENT OF 1/4.0 c 3/4-.V1 POIRR SOUR-W, ANCHORS SHALL BE MILDLY EMBEDDED INTO ME CONCRETE BLfLK. NO EMBEDMENT IN10 STUCCO SHA1L BE PERMITTED. 1/� 11-20 SS. MACHINE SCREW USED SHALL DE 1 1/3- LONG MINIMUM SHOULD STUCCO MCI. AND1- MINIMUM FOR HAULS VAN NO WWC0. 0.3) PRECASTIR WE THAT GEPAVERS ANCANCHORSL SABEE WNGENOUGH TO REAM T E MAN SIR UCIURE BEHINDSAID nALL FIMSHS. ANCHORAGE BUL.WBE AS INDICATED ON NOTES 111) k B.2) ABOVE FOR WyTµ CATIONS ON WHYL SONG OR ETC NOR OR WIMWT METAL STUDS CONSULT THS ENGINEER. FOR INSTALLATION URO EES NTM METAL SNOS SEE GREET 26 (C) ANCHORS SHALL BE INSTALLED FOLLgNNG ALL OF THE RECOMMEIIDATIOS AND SPEDFICATIONS OF ME ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE dGNURP !Fn 1 V SLADE 0 1 V LAD W DO BLADE WORKING IN UNISON .. ....,.._ ..�........._.... .vn rV.�n�na. EDGE DISTANCE R SPACING 9nM µNBPI IN ARE VALID R EDGE DISTANCES FO INDICATED OG. FOR E D. LESS THAN ME InDUANCHOR WOUCE CHOR SPACNG NA%ANM GS. E BY THE LIFSSNRIMICM F[W EJPSPA NDPO NNEOIU9INGNF4.i0B 6RN1 NOI BE NgIMUM. SPACING INDICATED FOR RAGA ANCHOR TYPE. ACNAL FACTOR EDGE TMCON iMCON WIM AWµCEO MRLNFORM TECHNOLOGY ALL POINT SOLID SEF BLUE TAP W / cap TAPPER f OICTANCE ED. MIN. GPACHC a 3- AN. SPMNG a ]- WN. J I/Y MN, SPACING 3' MTH. SPACING 3 3/1' O PoVRCO fgNCRLTE k CONCRETE GLOGL E.22T.}E 60IX PpUNC CONCRETE L RED CO) pCONC CGNCNCC k FCl6� OBAIdTE BOO( DK COS]. NNE B M] MN E¢.J I/2- MN [(L.3 q`J' CONCRETE 11 WY ED.J'I CDNCRFTC BIOM Yrl C0.y WC ED.E I/Z• 3- La 0.90 1.o D.]G 1.o O.es 1.0 0.81 LD o.6J La 1- - ..)I I JH• - O.BI- 0. 3 m00 MOCCE. ND. S ,LL IND. .y ` TILLIT TESTING h ENGINEERING COMPANY ." IIW, 36N. Mi. SI.' JD3, NFG'A W BGU1' n.10A ]3 FV-1 : IMOR171-153D . FP♦ : (]O1 ]� .-loon: Rn«9u9m.<91n 111 EB-OW6)14 IIW IVi T P.E. ..... FAUI I FWRIpA Iy. I ul6) A.S.S.A, American Shutter Systems Association, Inc. 4268 Weslrooe5 DFive West Palm Beach, FI. 33407 i CODS on High Velocity Hurricane ZH 02017 EASTERN METAL SUPPL�Yy, INC. BERTHA Hl/TIJ Accordion Shutter Syste) H.V. MAX #I W/ CR W/0 H.V. WNDM H/DE Lv. xe D6uRIFnpN_ DAL] DRM.N Sri Lc. 1 OLD 15-C85 )/2]/I OAT;:/I1 2 DRAWING No 17-107 (SEE'MOUNnNGS ON SHEET$ 16 k 17). 2E3LJ BST RATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE Fift NORTH lY/ MiN. SPRUCE PINE FIR SOUTH 1/2' MIN. COX SOU HENN POLE NO. 2 \v/ GPRU uAnwu sru: (n) G=D.4J W/ MIN. G=O.J6 PLYYl00D 611Np G=0.55, OOu IAS R w/ FlR W/ WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING IAOUNT T YlALL MOUNTINGS CEILING MOUNT T mIn.CG.0.50 Mle W % M, N. O A, R FLOOR MIN OU%IIJCS N, N, 0 k R FLOOR IAOUNTINCS WALL MOUNTINGS B.O. 19FL. LIOUNTNGG &O. WALL W k% P& 0 5& V 5 vvo5E9�voElan UNINE 5Ev©1eon e®vevevv�eve5�se�g� n HV BLADE OR Cl HV BLADE W/ I(A1 HV WINDOW BLADE WORKING IN UNISON* LADE 6HF.rF } NOTES ON ANCHORS RFGIIIRFMFNTc 1. MORONS M WN FLOOR'ON VAIN wOOD EOFFN SN, BE AS M. ]. SUBRI n E1Wy CDNSW W LHE FOLLOWING: - I/O grCON µONORS. AS LUHUd{TUREp Dv ET.VL. w ca WI MIMM. p+ECDMFMr AS I[pIGRD AT EACH SECRON ON SNEER 16 h IL -SWGLASNME M N N0.0.50/ 6=0.55 MIlS) / (Nos.) MEAR-K SEE AU2 R sn", -EVRUCE ME'nR NOMN W/ O.Oq 2'NtlS TO xOLLOw C[MK. SIVLL BE AS GER MOUNEY.L T(PE U. SNEET -EPRUCE ME OR E W/ O.1.36 (nAS.J -MW. I/y' BEY SEn II9B6 I➢R) I7 AND S coca OF IIL SCNEWS AS PER .. 3010 SPEBNIG71pV5. tv. µOxB laMWEVFOUAy O7NE µLS OF THE " P o20T7 X ECO. MG. iL GCOINC. TILLIT TESTING h ENGINEERING COMPANY \ Nff rlw,> A 54 Se, JLy N1d11N G9.r NOR. 1 1 \t PRene: (Ae)VI-19p, r-. (305)871-191 \d m : nnX<eodacem - vtD-oppmly '4M A i6Vf Jr. P.E. TATF FLOR:M L'. 0 44167 A.S.S.A, American Shaffer Systems Association, Inc. 4268 Westrocds Drive West PQIT Bench, FL 33407 vlq A Sk W3017 EASTERN IJETAL SUPPCy, ING BERTHA HVTM Accordion Shutter Systl BLADE qT W/ OR W/O H.V. 1WIAC/N HAD DLS<PIPnOX 0A1( ORAwI: Bh LC OLD 15-C95 )/ti/I OATS 07/37, DRAWING No 17-10 Ei k, HV WALL HEADER INSTALLATION ISING cuss—� �• EONt-, LVN. $EPNUDOH TO 41Ai5 i 0 PUIE� TIE_ SCNEWLE ox SHEET 11) 1LIy ®� (_Ll j LUJ.--^"�EM1mNC llvl. ENDER TREQUI i HaJIRED 1 DOING MIN, SEPFRADON TO CLFSS CV " (SEE SCHEDULE ON SHEET 11 H r0/f S.S. sum WI runs o 1: THREADFORM TECHNOLOGY >N bF THREADED ARU TO EIHSTIM RE ON SHEET IS) . 1/:e-20:3/4- S.S. MMNwE SOFEWS 1'1/ I/A'-20 NUT$ O 12' O.C. S r. 1 MIT, t ro SOED II FO WS ExLmNc ELK w GUS$--I ( a urtl. ILN.NAMO. TO (SEE SCNEDNIE ON S ENSFUNG GWL$Erj I/A'R- USING a 1Y 0 'o tAPCON OR TIV CON WITH ADVANCED. iaDFORM TECHNOLOGY W/ 1 1/2- PENETRATION OF THRUDED Ila t0 DING MOD HEADER. SCHEDULE ON SHEET IS) 2'a: CONT. SILL PIATE REO'0. 2'11 cour✓ I I 1 I I - -�'I 1voaD TMTE t ' I I ' - (.'], PEa•D. I 1 i 0 -E eMllttltlU E 1tLU �un lJ' I' un ` ry I• rn'n. I II / 1 II 11, I/1'a 'fePCOx OR TAPCON WITH ADVANCED �1 I (J. THRNOF , TECHNOLaaY 1l I I ] I Il { 1/�'P fAFCON OR TAPCON WITH ADVPLCEO y�i•j I Tj ` I 11" sLL PUTET ,II L_ Mn PENErPATON Of TXREWfO fRFA/r0 IHRE4DFORAI TECHNOLOGY W/ 1I2` J1_ ,_ — 1/fv TAPCON OR yOjE; iREO J. ��- 1. EL6r1Y.G WOOD XEIDER. Nn PUEIRATIdv CF MRUOEO A.QEA INTO PLWA00 \ TAPCCN WIITH ADVANCED I-sEE SHEET 1 FOR 1TPICAI I! ` (SEE SCHCOULE ON SHEET I$) USING YIN. 211' 1/2 IN. COlej THRUOFORM TECHNOLOGY SHUrttpVgiSENdLY. � 4 i'T`M',1LL fNSL�E SCIFDN.E ON SMELT IS) MN. CDx Rrvg00 REO'D. sNDR a 46' O.C. UL PLYWOOD REO'0. W/ 1/2• La PENETNWaDN GF 2-0CUNTAG SECTIONS WI BE REO'0. PLYWOOD TO BE WAIL FwI$H� TwUaEe AREA w10 PLY CC COMBINED w ANY WAY TO -PLYWOD WIL 241' STUDSATTACHED O 16' O.C. AC. REO'D. AIIAGNEO TO STUDS w (BEE SCHEDULE ON SHEET 15) SLUT ANY INSTAUAneN, ®HV WALL SILL INSTALLATION PLrr� EC M eE 08 OF IN r0 5NDs w PLCDRDANCE ACGMINUCE WIIII WRN EEC10:! 1.108 OF 1HE F.B.G SOUGH 2]GB OF TIE ®HV WALL SILL INCTAI I ATIDN V WALL SILL INSTALLATION PB.C• •sEE LvrLATa1a a E o: '1111 , 6TA9E DA:ON vlEn im, 1,111, 01 p�1E�!.„/4�jT rzGo.we FLORIDA DUILDING CODE(��oIHE�rERNeuer YsuwY ccne Zone BERTHA HVTM II L A■SSA Accordion Shutter System ■ ■ ■ HV. GLADE /J1 W/ OR W/0 FLU. WNDOW MADE illlli TESTING A ENGINEERING COMPANY ATBf1GOn Shutter $Ys10D1s Dv.•x 6acRlvnai DATc aRAvvf er: L.c �WA /EO ; • esss x.n. eeu, sL. s1.. Aq vavwM Ct4ows, nmmA mle Assacla}Iom, Inc. 1 DOE IS-Das >/Ix/I wle m/xT/12 f Prane: (xs)an-I VD. F,.: ryosjen-nn 4266 West, Drive 1 f'•.•'.•oRIOA, ,I _Moil: 4L.WOaal.eeei ^y ss .... 11 EB-OWvily West Palm EDOCh, FL 33407 s DRAWING No /QN I `�iGX TIS vmurA s TILER T.E.17-107 P.E - fflfXTRII?/nATF noRmt LY.1 44167 -- -- "�"'•� *T ...L OVILUIIVbJ ruts HV & *-BLADES (AS APPLICABLE ^� MAX. SHUTTER SPAN L+ OR 1- FOR INSTALLATIONS INTO WOOD WITH HV ME /.WALL FRRSH SHALL 1 ONLY BE LIMITED 0 105 0 sf. A.S.D. DESIGLI PRESSURE RATING. SEE SHEET 1/. a TramN SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 19 FOR MAX 1 & ^-- �,1 ,.(% �_- OR TAPCON WITH ADVANCED E"11 4.0 (Lnn.) E%ISIINC �L WORKING IN UNISON THHEADFORM TECHNOLOGY 111 1 1/3' Min. PENfIiN110N - bi / WOOD OP tl _ CO T 3' mx.—� �__ ( BED AREA TO t I TDOE'R O NOM "GOER, F� 1• $rRDCiGRµ ADEODMY '/4•o-3OVJ/� 55 OF EXISTING %Opp BFAII / PMLLPS TRUSS HEAD TD BE CERROZO W _J_ EDGE. Or APPUFABLE) L -- - --- i 1\ (SEE SCHEDULE ON SnEEI 15) I "iN' V REG5rEREo ENGINEER OR 1 : 1 (ClillLlN -I I9 EO-•- 1/<-530 M115 OR TO O 12' O.C. SNUFFER INSANCHMECT IALJ Wo,. iE•% - EO ,- P ' EASITIC NOW �y-- Yr—� --_ TRUSSES OR t / _ 1/P RAFTER O 21' ..5.\ Co TAN - � i �' S( - 7� OR I S / CON OR O.C. REOOI"to ( m ! TAPCON WITH ADVANCED 211" IXREAOFORM TECHNOLOGY i ' _ _ / EXISTING SOFFIT 1'// 1 1/3` Rrin. PFNEfRAIION � // I/ r f / J/t" U°v IHH - OPRDNAL OF WREAGED IRG TO EO�E" EXIST IC WOOD / )1 il/4 EO EP 1•v� III HEADER (5 a SCHFWLE 5LL5. 11 1 v1/0' CD"r. F.UM, TUBE Ou SHEfl IS) O b" O.C. I (J)5/10"G 'y. c - 1 �7 of I© LAG SCREWS 10 o! I$ I 1 Or 1© D! 1$ EACH a 11 OR i- S. COSTAZANG MIN TN' '1T1,'llffl UI4nxG-1 HGpiR gEOb Cl/SS II InN. sCN_M .l4 10 GLASS I 1 " 1 1 I J I LOCATE UD OCREns AT / JIOMDTH OF EXISTING %nOO (SEE SCHEDULE OU SHEET II) I fX15nxD , CPEN HOLE Ai EACH MEMBER, (3• kin. NGVN4L SrUO 10 ACCEPT I TWDW) W/ 2' uin. I.... "' GLASSY I., IHREP0E0 AND, VALID ®HV WALL HEADER INSTALLATION I ro GAS $ I AT AT CENTER OF TOE. FOR INSTALLATIONS WIN 32PF1 LIAN. &S.D. DESIGN J mcA'l: v19EII EXISTING I xg yypOl,A., LOAD AL0 GLASS-, . CASS (� 9--0 No. $PAN. Ms I d Z6i IG �b IQOR .� g}mXE ON gQ N!$IµiADON $ ONLY VIUp w LIILS' 1-GCE 516E1 t FOR rypTjy N{ TTER JSSCYRY 2- u. Q/ sTe+ 111 iT EMCC6<o FOR WOOD W NiN. SPEpFlC J SR1 N . DMN1Y OF' O9 /S CgIG U9 9rsaAn. �g w ARM Wil To sul ," ACMUAWN. ) CHV CEILING INSTAL eTIpN -0 ®� FIR ON 50L.m"ERN PINE ' 1 OR r--- — r� U HV CEILING INSTALLAT ON 1MIN. SEPARATION TO GLASS �� ' 10 o"G oD, -�'l ((�� OR __(SEE SCHEDULE OK SHEET 11)­ EXISTINGIll OMOT EXISTING CMpaso GUSS� 41f�1, I S. EPMAFATIDN I -I TO GLASS I GLASS-� _ I 1 WLLSQ (SEE SOMEDtrtE ( I ON 91cfl n) i • J i ALTEww I I I I I ' L „YALL R.s �• ` RNIS 1 II � 1 , ;LOCATION L . cuss_ � u `/ % nDVJ/.• HEX In°.. ]/e N. .-_ WyXER HEAD LEH , I I -) I Yx6_ MIN. PROD 1 J OR 216' MR. W000--4. SCREWS O I1" °x I DECK REQUIRED I'I !I\II11141 19 4G-Z DECK REQUIRED (NO - HASH ALLOWED) J (NO r,N,SM DGE I EWE, OF DE %2• I IF APWCAOLE _ __ - OF __ I J Ii :11� - LI" ), II I/4•°. rAPCON OR 1/4"n-20vJ/• SS. _��-I-_r'2 WTULM TRUSS NEAP -2•�Ili-�-- CK IF_-- AIF1104°.LE �--_�_ IF NEDGW`UCAOF YLEX. _ TA>CON Wlnl ADV.WCED MIN• `� WANE SCRflY$ __.-/ .�---- .-- _ " '-SILL PUR +I' MREAOFORM IECHNOLP'Y • ',flEO.0. 1' I W/ 1 I /2' Mn. PCNEERAiION OF 1HRE.pFO VJ T _ ----` / / 30 NU15 - �- 1/4"0 TAPCON OR TA°CON VIITH ADVpNCEO C 13" O.C. 1/4'n iMCON OR FAPCON.'AM AWIICEO THREATIORMJ THREADFORM TECHNOLOGY W/ 1 1/3• Min. ' L�2' MI.- MG TO -._.. ....� `- IDWRNG WOOD HEADER, 2 TECHNOLOGY W/ 11/2" Min, PENETRALON OF RIREFDE) AREA To U1014G WOOD HEADER. (SEE SCHEDULE ON SHEET 15) Ax.—_I PENETMnON OF THREADED --Jl AREA TO EXISTING WOOD HEADER. (SEE (SEE SCHEDULE UN SHFEr IS) . sff unmyr1 ji5 of usE Fax QV HV WALL SILL INSTALLATION qurt£.Ci hxBET. ;9 �HV FLOOR INSTALLATION SCHEDULE ON SHEET I5) �, V HV WALK -OVER INSTA I ATInN �q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; ............ EPAs'". v3 R:GIr mMa. INC. 62o1T EASTERN METAL SUPPLY, INC. BERTHA HVTLT �E- IL A.a�i■aS.A. Aceordion.ShutterSystem '• HV. BLADE (/, W� IX2 W�0 Fib. WNJOW MADE American TILLIT TESTING h ENGINEERING COMPANY a•l• Shutter Systems Lv. x GsscRlrnad evS xW. ]6•J. sl., EI.. ]as. MF;wIA CAsysS rtnaw ,TDIs wtt Wont In: La /4950CIatIDP, Inc. 1 Otn i5-pR5 Pn�,.; p0s)RT'til� Gfcq: ,NS)021-I531 j' S •11 , -°[R-DDGA,IG /3>/R GTE: O2/2T/17 4268 We.V*__s Driee 2 Alp •'D,YAL ENv\,.' west Palm Beach. FL 33407 ] DRAWING No WµIFR A TWr Jn IC . P I, FIN /CI%`AIAT IOC /n.t� FLGROS Lie) 14, 67 1 7� 1 G7 END INSTALLATIONS(!) HV BLADE OR (B WINDOW BLADE INTO 2"xA" MIN WOOD STUDS Newry' ire 0.G �MJ 6'6-LS'Q-J-G- ENO CONNECTION DETAIL 0 MMMMMW. 1 1\1 IC —r>rs,.5 erAn — � y 13- END CONNECTION DETAH 08. y�wrw ,^ s 11 1\1_. el 1 END CONNECTION DETAIL09 PLAN DETAIL X �+�u eipnr/s'n-r uG[ f9VM1 rWM wrrfrY'b mw;; fA OP(jIM1CCII IN FND CONNECTION DETAIS. ;� • eaaam u4r me n4x rr-r � SEE aMITANONS Gr USE rGR G4DE rll ON SYIEf 19 1(\r.•1N• CEN -CI�=• V J SF''••?' Q y •tr % * O MOr) ILLMO. p1G IL EGOIwa. TILUT TESTING A ENGINEERING (:GNPANY eaey x.n'. Je:n yv, sl.. aRy 4vuw ww s, tuna "; Oww ; a0.)eil-15]0. ra.: (yOeN)r-rUl W��" n'CtCR l 1W/i Jr. a.0 A.S.S.A. American Shaffer $T4feT4 Association. Inc.. 4268 Westroods J14— West Palm Beach, FL 33407 ®2GIT EASTERN NET/A BER A AccordionShul ILK FAAOE �I W/ CR W/0 FiV. [v. x o[scvronoI o\rt _ HION.- `ss/ANAL EN' P.E. SEAL/SIGNATURP/nATP I OLD 15-ee5 T/3)/I y INC. CAWING No 17-107 �O>Vs _ IT a� GP. EA. END ^a 4 WINDON RUDE SEE END p CONNECi10N -"i ON SNEETs�A IC & IB ME. LL r FIKKINt. 4 II 11 M MI iI iI N (N � 9 9 9 6 9 9 9 O �A 0) MINN` �s� ELEVATION _L____ ________________________ —_—_ Fv TYP. 16 &aI TYR. sruNElwcet_CENIFAMATE9. �s' j ���3' 4 �L NV2 GIQ"Su:D W/O(CF NOTE a A6fvF) `PLAN ,,S{5EfEE eWt S`PFAYIaI TO aAs _____ IND somll��a vlEr l®�O a(y PL•11T' 5$5 % e20:7 ILTECO, INE. IL ECOtr,a. ;' 0. TILLIT TESTING & ENGINEERING COMPANY ��SN•.'�[FIn1lYA :' YlI�,1 rL4FSA 2] F]Sf IL«.'. I:, It.2' We.,. I"..'. PMvne: (]OC)8n-IVD. F..: .. 01}ALE (pO5)Ov -uJl _.awl: aI.FDmom ,. ALE"Z UJT19 Was A ;,. Y.E. P G crel /URLIATI for /nns aaFga U, I a161 1. W. A O. OESWR PRESSVRE PATWG; �llp. - I,. 3. WM. SNUTIER I.; IV S. N ONED MWNIWG4 & 0. G d N ON SNEETS 6. >; AS WELL AS ��WygUMRNGs Y, 0, T. U(Y&� IW®�OANL sNEE15 IS . li. CONNOSWITES DORI IfS 2-UT " 1.OMVS BIN A E P:CLVOEO ONtT AT FA1(A¢�MCE55 SOC CF G ft 5. (A) NI MWOON, BVOE to SNNL b ' —OR A VADMUM OF 5 MEWIsCS (S'a NOLES) FOR rJ PER BLADE AT SPACNGS Mas On SIM I. (a) .'N. CLEVINICE iPA� ryp OR 8pR0u ME aF NV .0"GLADE lO OF µv S'e NOU Is BE 12'. Qt;R BUORR L§ BODCOM ING MING OW FROM SAWIERS At ENDS MAY BE W (0) Wv Was. R E lO YVST BE USED KTWUIE TO A SIXN NY SUDEQI TMiWGN0U1 ENGEEEBS'm01N. M CEy[ER"B S SH L ALWAYS BE INSTALLED AOJACENI ED A SOUO IN BUCELIJAi GIVER S10E OF NEW. LF) PoLYCARBONVE NI WW00W ® SNNI BE DISi41E0 SO i1j6j iA➢B FACE VIE WIEIIOR OF THE OPFNInG O.WC PF.ORCIEp. MV WINOOA W4 YUSt BE ONLY XV4LED µO IDCNE➢ NSING A NV SGBHG TUUL PRRIDW BY SSA INC. 6 SEE MORON SPACING SCNEOULE FOR U. VOWS INLD WODD iRW,E BUILDINGS ON SNEET 15. AS UNITED B. SPµ µ0 CESION COM) (SEE NOMS rk3 90cz J. SEE MONOR SvwNG EcVUB IE FOR wsaA EAVBNS I= POURED CONETE o2 COIK FRxCIE BLCGI WALL ON 5NEE1S 12 & IS AS UMED er SPµ AND DESIGN LOAD (SEE NCLO 1 & 3 ABOvE). 8. IA,WIAVN SEPAPAION TO GI.LES SCNEOVLE. PER ,,W E-1996. WINO BONE NINIMUN SEPNUTON i0 GU55 1 IIRU S 1' A 6.33' ATES ^t AND OR (SEF NOT 7 � 1 A.S.S.A, American Shutter Systems Association, Inc. 4268 Weslroaos Drive West PDIm Reach, FL 33407 EASTERN Accordion Shutter KV. MAX #1 W/ OR W/O RV. WITS AWING ND 17-107 1 Vr. aoss' rnmx 1 un.l n-6v cRM[ 4a M;v. .1ES i-60 WW, ME. 2' No.. Srvos >r I.- OC' w Lin 0036' RUIK M;n. / 43c SrE[L'RMK CMAY..L I V 6- 4C.! LRIUE .G d'.n. _ii. / f45To'i0 To SINES /R' To. SCR[µ$ CN I LEXISDNG FINISH F%rERICR WE AS N'POCABLE CASTING GyAS$-ti LAIN, SEPARATIONASS =F- (SEE SCHEDULE) /f. 00]s' mRx qin, FMSTING FIRI SIEF11pACK CIWgEL. 0.S .'Uc,HI CPI°[ m ,-. 0-eo ', '. TO. I XT IOR SCRtws NI 43c 43c %¢RIOR F4C O 6' 0 G N ND U FOR 8 RTHA 1 HV B D ACCORDIONFOR D ACCORDION SHUTTER SYSTEMSSTEM INSTA ATION 70 METAL STI D WA TION TO MLI L 5J D WAIJS I. MAX. A.S.D, DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" [3. ALLOWED MOUNTING: IS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ (24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6` LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT�TERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. L W' �� _��,� ** BLADE SLACK DETAIL HVF IS ALSO VALIp FOR _ /T /2 38 CENTERMATE 21 APPUCATION WITH BLADE IQ - 435 N'v 1 1/1'y O15 THCK p,RL N n Asi4 A-653 GRACE 40 0 6 O.C. Aln G-60 GA.¢ S1FA I 2 FAd% uETAL Sm-- AT s' oc M MS WALL HEADER/SILL INSTALLATION ZE%ISTING CP55 Vr HVA Min.) A 24 HVB BLADE SLeCK DETAIL HVF tyyC o2o11 num0. INS. > •T ILECO,,,a. * L•/I'A'% TILLIT TESTING k ENGINEERING COMPANY 61ss u.36 w. a. sL, s,.. ]es, NnU:.0 4WOTXs. noY6. 33 ,•�� \ '. Phone (305I6)1-,f]0 . Fev ; I]05JB)I-I531 .trim �p.F/i0ft194s;�.:y!`:'\a4';�ILL, P.ElSFJ4CIAlOkE%DATE naaDA De. •. ' .. _ t, in l'k IYI IY I LJ 1L Il �'1.°00' IAm,� s ac 43a 7/ "o NOMINAL ALUMINA SLEEVE 6063-TS ALLOY SEPARATION TO G ACQ cCurnl u c n 3.000' Mo. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO CLASS 1 THRU 3 4 4" 4O]c UNGRI + I 43 1/4"0-20XZ" BOLT MUST PENETRATE J L573'- xsn r ��1� `t/4"o-20 THREADS 43c 1/4"0 ELCD CONSTRUCTION PRODUCTS FAB-LOK H❑ COMPONENTS 4 FINISH AS AFFUC LC TOP . son.") SCALE: 3/8"- I ' -T - -� 1 3/4'..6 1/4% OD35" THICK Min. 1,tONT. Hi S10EL TRACK CNANY,EL, - - ASTIR A-653 ORA°E 40 Min, G-60 i !GALVANIZED FASTENED TO SHUDS MIN. SEPARATON VARIES A Iv/ (1) /6v1/2' TEK SCUDoI ON TO ne ! INTERIOR h EKTERIOR FACE a LOCAAe0 AT 0 - - Hit HECOER/SILL ENpS VIEW Y —6 112,' 1•Ax SACK •*- SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Z QV2017 EASTERN METAL SUPPLY, INC. v m� � S A American Shutter Systems AS80CIOtL00. Inc. 4268 W.Strood3 Drive BERTHA erHVIM Accordion Shutter Systel H,V. BLADE #1 W/ OR W/O HV. WNDow BLADE OESCRIPnOR -TT Dwrn W: 1 o 1 OLD 15-085 7/17/1 DATE: 07/27/1 2 s DRAWING No 17-107 West Palm peach, FL 33407