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HomeMy WebLinkAboutProduct Approval 1 P"m 8oack FL FL 389 M Aodbar+ Shuttw System rrcxrmv Ai' o!'laNi TAS 2oi/20QM FL t850 �9�ilrrcl�r�p Mrn�: � 1/11/2021 Florida Building Code Online r ems.. r Colov Ffl BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats✓i Facts Publications Contact us i+c!S S't'M"[' ��nk, Saan.n dbpr 411;� Produd Approval USER'Public - c® ° �y�J x Pronuct Approval Menu>Produrt or Application Search>Applrcaucn List>Application Detail ^ w FL# FL1850-R13 Application Type Revision Code Version 2020 CODL %.AjeA - Application Status Approved ST. L CIE COUNTY Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a 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 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FLIS50 R13 COI H V ACCORDION CERTIFICATE OF INDEPENDENCE_pLf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrfdGUrQENA7X1nmYs4flBG15Q%3d%3d 1/3 1/11/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL* Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion - protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION INSTRUCTIONS HVHZ.Pjf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FLIB50 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 3 EVALUATION REPORT.W Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive ASD load and 13'-0"for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 iI H.V. ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.p ff in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADEI 2 EVALUATION REPORT.P&Jf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other:Large Missile Level"D".Max. span is 13'-2"for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1,sheet 12.And 12'-3"for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850. Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter- Blade 1 Only (HVHZ)- https:/iwww.floridabuilding.org/p r_app_ .aspx?param=wGEVXCiwtDgsg%2f%2ftCOhpJCioeIShOCDrfdGUrOENA7X1nmYs4flBG15Q%3d%3d 2/3 1/11/2021 Florida Building Code Online Drwg# 17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 11 H V ACCORDION SHUTTER SYSTEM BLADE I INSTALLATION INSTRUCTIONS HVHZ psf in HVHZ:Yes Verified By:American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports. Impact FL1850 R13 AE H V ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION REPORT.1f Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Other: Large missile level"D". Max.span is 16'-0"and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade,8'-0"for +64, -72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0" for 110 psf,for HV1 and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. 0 contact Us::2601 alair Stone Road.Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.QPy.riyht 2007�2013 State of Florida.::E yaey Statement::Accessibioty 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[nail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® 9:1 -- Credit Card sAM https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9a/a2fa/o2ftCOhpJQoeiShOCDrfdGUrOENA7XInmYs4flBG15Q%3da/a3d 3/3 NE_.ERAL.NOTES: I.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN v(RWIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2Dle(71A WfFOQ -- _--' OF THE FLORIDA BALDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCIT, HURRICANE 20NES. DESIGN WIND LDAOS SMALL BE DETERMINED AS PER SECTIONEUD OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BT THE JURISDICTION WHERE$NUTTER WILL TABLE OF TE CONNTS BE INSTALLED WITH A DIRECTIONALITY FACTOR KM=OAS,USING ASM 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS IT MRU IS, 19 6 20 A[ W IN ORDER TO vCRWY THE ABOVE COHONTION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ABLE 7-te SHALL KTIRST REDUCED TO A.5.0, DESIGN WIND LOADS AREA 1: tfi B ADES 1'1 BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX (A.S.D)DESICN PRESSURE RATINGS INOWATLD ON SH(CTS t1 THRL/ IS, 19 t 20. GENERAL NOTES yl[[T I i SYSTEM COMPONENIS 1-20 SHEET 2 1N OROFR TO YE OR iNaT ANCHORS ON 1N13 EQUA AS TESTED, AND NOT OVERSTRESSED,IMPACT A 73%INCREASE IN rLEDMIN A LOADS FOR WIMD LEADS 6 LOF USED IN THEW AIONI'D , SYSTEM CCMPONENTS 21-37 SHEET J BERTHA N.V.ACCORDION SHUTTER SYSLEY'S ADEQUACY FOR WINO AND LARGE MISSILE IYPALT LOAD HAS BEEN VEIN(WD IN ACCORDANCE WITH SECTION 1elB O( THE ABOVE MEIFTWNFD ry �SHUTIEH/SSEM(4.Y C00C A$PER ATl REPORTS 35-u SHEET a _.NV BLADE'EJ#0214.01-03. Io71S.01-D3.OIOOA.01-05. B121A.o1-O5, P0317.02-GG pE09GI-ID AND OL0210.01 11AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS A 11220.01-I0 AS PER TAS 201,TAS 202 M TAS 205 PROTOCOLS LARGE MISSILE- AREA 2: HV MADE`, ANfl HV VAJID)W RLAK 6 IA;-MY WINDOW BLADE 80505.01-08 AS TAS 201.Z02 t 203 PROTOCOLS AND 0725.01-09 AS PER TAS 202 PROTOCOL. �� APAU WE) -� TYPCAL SHUTTER ELEVATION h NOTES ON LOCKS SHEET 5 2.MV BLADE V AND Hv WINDOW GLAD( C)ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL OWTATIONS AND CONDInONNS Of USE INDICATED ON SHEET 19. T`MCIINSIA-Lg SHUT" DETAILS A-I C&NOTES SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCI( SHEET 1 3. BERTHA TAI ESSACCORDIONSTEEL PINS(NV SCREWS).USED AT BLADES STRENGTH AN L AND FOR DIRECT MOUNT CONNECTION TO 71 COAT SNAIL BE A Y D AI(0 IAXI.75-,SV TNFIA MAINUr Tuftto CENXFOAPTE DETAILS FIV SHEET B SERIFS EDACOATIN STEEL SAUNAS WITH ISS.D WITH AMEFID ICAN SHUTTER AND YS NPt ASSOCIATION. I SON. PINS PINS SHALL BE COATED WITH BERTHA Ny DACROSWELO COA,INn SYSTEM AS Y►NUFKTURfD BY APPROVED COATING MPLICATORS, REGISTERED WITH AM[RICAN SNUI7LR SYSTEMS ASSOCIATION. PIMS MUST REAR THE HV AURXIRG ON THEIR N[AO CENT FRIAATE ALTERNATING T7FTAPS HV 51/FET B A AU ALUMINUM EXTRUSIONS SNALI W ALUMNNUM ASSOCATION ALLOY AND TEMPER AS INDCAIED ON SNFFTS 2 AND 3-MINIMUM YIELD SINENGM FOR $061-16 ALIDY IS 31.7 ku AND 35.7 kM END CONNECTION�NLS 1.--6,CONCRETE/Eh OCN SHEET ,D FOR 005-IS ALLOY,ALL ALUMINUM EXTRUSIONS IN CONTACT VRT4 DISSIMILAR MATERIALS SNAIL COMPLY MIN SECTION Ill-6 OF THE 2015 ALUMINUM DESIGN MANUAL, MAMMUM SPAN TABLES SHEET 11 5.All SCREWS TO BE SIAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CAN 50018 WITH 50 tAl MIN.YIELD STRENGTH AND 90 ksi MIN./ENSILE ANCHOR SCHEDULE-COKRETE SHEET T2 STRENGTH AND SHALL COMPLY W/FLORIDA RUN-DING CODE SECTION 2411.3.3.A. I ANCIfOR SCHECRtt E- CON:RE7E SHEET 13 6. BOLTS i0 Bf ASTM A-Jq)GALVANI CED Si(fl,OR ANSI,S[/A OR 316 SERIFS SIAANLE55 STEEL N1tN 35 ksi MINIMUM YRNO STRENGTH. ANCHOR SCHEDULE- COWRETE SHEET IA HOR SCHEUANCHOR SCHEDULE- CONCRETE Ek DCK SHEET 7. SEE THE FOLLOWING SH([75 FOR ANCHOR SPECII ICATIONS:HV BIApF 12.11,14.1 AA.15 AND 20 AN(' WOO,. SHEET 1ESA 5 HV BLADE(Q•f3 WORKING IN UNISON: 12, IS A IS INSTALLATION DETAILS M-F. WORD SHEET 16 BNSTALLAIION OFTMLS S-%,WI000 SHEET 17 1 [ASTERN METAL SUPPLY,6 THIS BERTHA H.V.ACCGFIPPLYN SMUfiER SYSTEM BFaRS A V.S. PATfNF 06'779,582 COMPONENTS OI tN15 aPPROVA(ARE CGV(Rf tl,IN WNOIf OR IN vART 8*U.S Pa ICWT/J'N M.I7P ISSUED TU END CONNECTION DETAILS 7-12 h X, WOOD SHEET t0 INC,, 9.Il SHALL IN ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TMf SOUNDNESS OF THE STRUCTURr WHERE SHUTTCR IS TO BE AffACHFD TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHIGM%E"N.tHRU fASTENMG W COHttMODUS COMTACT WITH THE BWLDtNG TO PREVENT WIND/RAT%HATRUSTON. AREA 3' HV YVINOOy/ 81ADf Q Y 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANF WARNINGS HOME OW4E9.TENANT,OR OTHERS,MUST PROPERLY CND$[ALL HV AHD Hp CENETRMATES AND ENGAGE OR LOCK ALL NV AND HD LCCKS. TYPICAL SHUIIER ELEVATILN SHIM is 1 11 SHUTTER MANUFACTURER'S LABLL SHAM K LOCATED ON A READILY VISIBLE LOCAt10N ATACCOUION SHUTTER IN ACCORDANCE WITH SECTION 1109.9.3 of r10RICA BUILDING COOP ONE LABfL ` SHALL BE PLACED FOR EVERY OPENING.LABELING 10 COMPLY'MTN SECTION I709.9.2 OF THE FLORIDA 811LDING CODE. AREA� �{(/WINDOW B�A�E,1 ONLY I 12. BERTNA N.Y. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED N TM15 DRAWING PLUS ANY BUILDING AND ZONING REGUU1pN5 PROVIDED BY THE JURISDICTION I WN(RC PERMIT r5 APPLIED 10. IRSEALLATION DETAILS,METAL SIUU WALU, SHEET 20 L_.........�.��_..- _ 13.(q)THIS P.f.O. PREPARED BY THIS ENGINEER I5 GEN(Rlr. AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e WERE ME SITE CONDITIONS OEVwIE FR04 THE P,(.D. (0)CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT, BASED ON THIS P-E.O.. "o,,,oEO HE/SHE DOES NOT OMArf FROM ME CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (0 THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANT MEANS. THIS DRAM'ING S"i ONLY K USED TO L OSTANN PERMITS IN T)4E 51ATE OF FLORIDA (0) SITE SPECIFIC PROJECTS SHALL BC $E 00'ED BY A FLORIDANGIR(01OF RED RD. ACTINEERNG OR AR DE DELEGATED WHICH WILL BECOME M[ED.ENGINEER OF RHALL SUBMIT FOR THE PROJECT AND SPECIFIC WILL BE WINGS To" FOR THE PROPER USC OF IRE P.E.D.ENGINEER OF RECORD. KITING AS A DELfGAlCO ENGINEER TO THE P.E.O.ENGINEER $NAIA SUBMR TO THIS UTTER THE SITE SPECIFIC DRAWINGS(OR REWEW. (A)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER Of RECORD THAT PREPARED IT. FLORIDA WI-13 NC CODE Hioh Veiocit HUrricone IoneT u1E) C 1`)202C, TILTLCCG IMC N6'lU2U 1--1 RN MLIAL SJaPI r. IN, ;•=3��''L�CEN F''%fly-„ BERTHA HV-M� I. I L E C O f N L. A.S S.A. Accordion Shutter System '�E '= L) KV.&AGE 1 WY OR W/0 NV.1M1DCM1 WCE No.44 67 - American Shutter Systems REV D[scRrloN an OwNNB TILLIT TESTING 1 ENGINEERING COMPANY w *' I1 � v ass M...s6u,st.S1.x5.�t,c,..,vNOo.s.:TPIl1G+.3,1•a A9Soc1L7tlon, Inc. I OLD 1T-F2: .:I/zo2 alE. T/e/2oza.. S'�'•. $TAT VF PI-:ODSA71-15JD.FORK;(3DW71-1531 a2fi6 WeR: Rwu1; DTIVI - Nn>:IMAeeepAlAOIrI WM P01.n Beget, fl.33607 2 ' F LIP,•'ate.` P a--D0067n 3 CRAWNG No O` iGP Pnon. (eco)R3z-22w . Far ( 1)zJy-e3eu 20-169 TRAB.Y.P.f. S1QN T••{,a``,WR./SIGN{,URE�0.AIr FLORIDA lK I Aa,67 3 SHLU f 2x, 0 454' 41. 4385- 4 a5., HV SOLID SLADE I�A,,HV UNIVERSAL FLOATER3714 �5;HV 90'11W STARTER OW-FR U.: OlilkiFILD LOR JSF W./ WAIAHU, --O;i LSF W/ Hv SLADEOD 4 HV,DIRE;l WOUNI ;4V R1 ADE A v 61305-I5 ALLOY AND TIM-Ek -)JJU-,IED FOR UW. W/ kfV 6063-16 Ail 0'? A171 TE E (-F (ItAL& 1% Fil AE cI, 6;163 T6 4L_0,` A14n lfw,PER -,X. 2 670- q,226" GOD:. J7 6 2 7 HV ADJ. ADAPTER W/U �S`IHV WALK—OVER TRACK 6 L_ QUALIrIED FOR U$L W1 W., 9 HV TRENCH TRACK":HV ADJ. FLOOR TRACK FRADE I. .. 6063--d ALLOY ANC T,mp,-R. — 3 750' L,UAL+l'_L' FOR J5F W1 HV BLAOr 0 QUALIFIED I-CiR J`[ W/ BLAOF 6063-16 At-0 AND TEMPER BLACE Y. 6065-7 f. &I I OY A TEMPER 5063-Tfi AUOf AND TEMPC� if 77 mp uy vv, F, �'ARJES 936' 081, L i5 �7c �l`._:_�'1 �, pi. _-AL- 060' 0- -mr a Y 3 52c, S79, HV CEILING HEADE �I 2 IN HEAD IS) HD CEILING HEADER/Sill OJAL l Ej FOR USE W1 HV BIADE(")ON;Y. OiAI FOR ,SF :3LAUL iI;O'A UE SECTIONS FOR V,�J,DITT` AND I F Wtrl OUALIF ED FOR USE W/ HV BIADF C', '14 HD WALL HEADER/SILL W-�4,".� IJI,E W/ �v SFE SECTIONS FOR VAL)rM &C63-76 ALLOT AND TEMPER 6065_Tb ALLOY AND TEMPER RL'NL,L'j,-)Ni Y. 6063 'f ALLOY ARC TEMPER It o-l­ 1 Z. 5'%UX,0 192' 0 SIDE ANGLE -A CUAL Fl-r) FOR JSE W/ I-N 90, 0190' CORNER POST BLADE,1) QUAJFED F)R USE W1 11v 0063 Tfi ALLOT AND TEMPER `NLY. 17; MAX 0 133' 1137. AL-Cl AND UMPLF I 6C63-T6 A-LOY AND TFMF`t+ FLORIDA BUILDING CODE (Ifilgh 116iocity Nufficeng Zone) 2U2D 0 EASTERN METAL SuP�L'. N,',`11L11C.lw_ Accordion Shutter System BERTHA HW, q-6 , A.S.S.A. KY.RADE#1 W/OR W1b KV.WNDOW a" \CE TiL E No.4 16 Arnalrican Shutter Systelms r7.�7_ - - -TILUT TESTING ENGINEERING COMPANY DEUM"M z Association, Inc. 53H M�. St, fl�'31M 14/202 DUL- 7/6/2CZD S STAT OF '. �/ �":;335)671-1530 Fal:(yX51WI-153' 4265*W-! Roods Dwie *W,P.:-• Ei­h, 7L 33407 --- DRAWtNc N. 0" ov� (8CO)4J7 22r,4 F­ (561)209-83W, W&TER A T1 tr h PE 20-169 1URE/DA7 LORD%- 0 4416, ­ ­ O.v SHEET I 1...01 6 2 .74_. 2,293• J34' Ex L 0- '157'. n. "k, BRASS C_V� BY CENTERNATE LA 060., 325 . HV EGRESS LOCK �,V ONLY QUA USE W/ HV 13 &CN ONLY HV FLOATING rFNTF*RWAT MPER 'LlnEE) FOR USE 3023' QUA W/ QLWJFiED FOR U lfv QLJALJFIED FOR USE W1 H i"NLY BLADE"I BLADE 1 & BLADE..-T. ..Zl AN, rEMPfR J!l HV CORNER CE E ONLY. BLADE;_IJ& f 61YALME0 FOR USE W/ hl m�1 BLADE ll ONLY _250-0.1) 6063-T6 Aa()Y AND TEMPER 516- 1,756- • PL.Sm HEAD T71 .0.5, MOLDED TO 2079- 1 7W SCREW -aw! '3W'AFTER RfVFTING I E rORL RVVEIING 'Aw 1/4'0--204 x 3/4' 9 1/4-0-20 RIVNUT* L S.S. THUMBSCREW 'jb" k *SLWS I.,.Al— �(202U ALL"!AWX FANa�m &nr WEE"K"U5IT.PAFr j Mn.AS~ACR)ItED W AVOEL PLAN FRONT ELEYATION t2z- HV MALL "r L= CEKERWA71E A ME �Wy TMR4,PARSFWDW NEW VSV 07M4 M EWAL. LOCKER FOR 'r IOCK CENTERMATE UUMIFIED FOR USE W BLADE(I)ONLY LOCK 6063_T6 AL L O Y �HV Pr. HV "T" LOCK HV ALTERNATIVE I QUAV'IED FOR usr w/ Hy mAoFr!)ONLY NIT TF QUA,.IFIED FOR USE W/ 14V BLADE(,)ONLY QUALIFIED FOR USE QUALIFBLADEIED 1111,1 ONLY USE W/ HV 6063-T6 ALLOY AND TEMPER $063-16 ALLOY AND TEMPERW/iiV BLADE 11 �1 ONLY AIII 1917: 3 161 .32 T.UWTURN .214' 0634 -0-62" CVUNDEA OR .0w* KEY CYLINDFR A�j l'! ' '3 0575-Mm 175'W... 0 /A HD CENTERMATE-W! NO LOCKING ROD 3t. HD CENTERMATI 11 0/ '� QUAUFFED FOR USE W/ HV BLADE 1)& 1 A QUALIFIED FOR USE A 606 3­6 ALLOY AND TEMPER H Q CEMMIRMATIE's INXRT 6063-T6 ALLOY AND TEMPER - N YAWS. 12'yd.3/a'-, QUALIFIED FOR USE 6 1 law. 6063-T6 ALLOT Z O TEMPER-N MADE(1)&1LA, lmuma%v (SK Dew" CYLINDIR WA GnJIDER 178'Ift. ir HO U= "ARE WORTS 7333 HOOK ODET LOCK QUALIFIED FOR USE W1 HV BLADE(D HV 3/8-0-16 ACETAL HV 1/4" 0 20 AISI 304 BY REGENT 'W LOCKS SEFtIfS 6063-76 ALLOY AND TEMPER VERIES S.S. THUMBSCREWS QUALIFIED POR USE W/ HV BLADE(!)&(CA) THUMBSCREWS TAELATION MALL REQUIRE A 7/16- HOLE QUALIFED FOR USE W1 HV BLADE:.' QUALIFIED FOR USE W/ HV BLAGE(J) ItILM AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE (IfIgh Velocity Hurricone Zone) 02020 TILTECO,INC 02020 EASTERN METAL SJPPI,.',INC. 0 L 0" BERTHA NVTM EN Accordion Shutter System UE I�iL �qq A.S.S.A No.44 6 10 .BIADE#1 W1 Olt W/O KV.VOWN 9" American Shutter Syst#rll. RE— (MiF CZW_�qy TILLFT TESTING & ENGINEERING COMPANY ) k , A39oclailon. Inc T xti OD 17-12 % VANNS.C~ 428 *.It Road$ 0­ 2� STATE F Ph-;(305)671-15W.F.:(305)57t-1631 ­0 West Palen gamh. FL ZO7 3 DRAWING No 0R WkTS AIOLOY71.P.E. Phone: (WO)432-2204 Fw; (561)209-&W 20-169s/oNx.S5 4EAE/—F/DAT' FIORIDA Lk 1"167 6 SHEET * SH R ASSEMBLY SCHEDULE HV ' g HV �A' 41: a/e'e 17•M.. LLIR.NCE t0 BLADE IOP ec2, Q1 NV BLADE I 40 ® I' E1GE'. to e7s'® HV BLADE 1 A 3+, 2EtmLx-a 1171' Y ® HV LONG RECESSED NYLON BUSHING KNUCKtt -"e IiPENIN: a6xs'• „ ® HV SHORT RECESSED NYLON BUSHING ,39 a■f■I �x ry © �I, .. .. - \ ® HV NYLON HAT WASHER 1 OR ,{-� } y4� 1 MT PORfrJN Ri.750y� 4 HV WHEEL CARRIAGE AISI 302-303 SERIES 44^' ,I; r X i I - '® s2.aTS0' 6.870".3/16" THICK NYLON WHEEL. '43 I © ry MIN WINDOW /., O.t88'o AISI 302 SERIES S.S. RIVETS •• SEPARATION BETWEN I .OfiZS' (62S' ® HV 1 3/4' ACCORDION PIN W/ /8 HEAD * EXTERIOR .— --Z-n - ' oP�IE L 5 3/4' WWIIY ' 0 ON""'ERS 4 1- 7500' 4 HV 2 3/4" ACCORDION PIN W/ /8 HEAD .o � I 2 1/ 4 •- r.,rsc"o-.w.+" CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOWI I RETTW�BSEN TYPICAL HV WINDOW BLADE 1g AND 4 POLYCAR ODR® crBONATE HV WINDOW DETgJ REWMIEM0115} OOR® *PQLYG�f2�JW1iEM1._KtSISTANi_h�l ly1NRQW I - 1 RA"ER MAKROtON 3103 POLYCARBONATE Ltt RESINS W-STABILIZED GRADE OR SABIC X` " -I I 10 SL DE Bdre:4 !NNOVAINE PLASTIC LEXAN 103 RESIN .__....._ ,.,. s< ! "! I I ccJc _ (SEE MUTE "F" ON SHEEI 19)Hy 6)Hy i i r a�aLij— OR® I ( _.. _ (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3� IN V 607® /KNUCKLES OF HV ACCORDION SYSTEM W HV i OR FO�" ® POLYCAMMAiE SOURCES R HV BLADE. I I;: ` ;I EXTERIOR ww.u4la iPILT -- TYPICAL SHUTTER ASSEMBLY ; *�.N.,,,K, - N,'S ((,,��� I OIEpICE e�/41Ye w� (Z) HV PIN ® MAY BE USED IN LIEU OF ® IIY PIN©URAND ONLY AT � ExiFTlwA7a _.. �•+` EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� p ��' KNCK- L K r 1I 0f ►r BLADE WHEN CORRESPONDING TO INSTALLATION "It". SHEET 7. t_ REQUIREMENTS) rmuMOM �'" ,� � '•� s,1N,rcr" wn oa» new e.�. (3 HV PIN ntu a a aacsi a rr� .ve ono It..—e.. u..00 a+r ) ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER -�Q i �' ru`I 1 w lm I&w ono s.=..: 30,ow o.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. °B�y R I' rACD SHEET ® wnm voo cn oM n R-./. 17 n-I.t •.I OKJ�L'r.fLMA�f: EL CARRIAGE DETAIL (� sNO Y a 9 ar n4u N,... ASSEMBLY LAYOUT e+2 a wmart an oen C-'c_1 ypc c-I anss IT'} ;r.i+"q" .5V ae7l Ipo T 110 Y 7LAQLeIi bV G1l6 't?5LL 5711F71CIN.ilF."f. m 6y eeet e++ selc N.�. 1 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAIL N.T.S. FLORIDA BUILDING CODE (Nigh Veladly Nur&one Zone) 11111H111 17j '1<7'2520 NLTECO. INC _ 02020 LMTERN METAL SUPPLY, NC. 7f BERTHA W . /T� A S S A Accordion Shutter System — V.BADE#1 W/OR W H.V.VANM BADE N0.441 7 — f- —� American Shutter Systems MY.ro oESCRwrwN on TILLIT TESTING k ENGMEERING COMPANY /�1/���� cross UT TES INpa.GIVE RING .nww Y Assoclation. Inc. i OLD 17-122 �/6/:az ORE. 7/6/Ymo /��/ . vzo 4265 Wast Roods Dl;_ RS/C / a�o.L tw-k71-rsw ro, twslsr.-,s3, 2 DRAWING No % o'•, STATE O ,,e�"e,,, , w.sl Palm Beach,FL 33407 s Z�-169 i- cA-ooa6719 Pnoae: (aoori3z-z2a cox: (se,)zos-s36o , wALT"A.T,LL71 Y.I'l `SFk/SIF.�v+,TURE/1!AIE ItnaaA Le (N167 S gHEET nuuull i (P•4�a *NOTES ON HV HOCKS ANO CENTERMATE$i 1. W&MMORY CONDMOt A.L ONE 4v .00K m`�y ShU- DE USED AT 1/2 Or SHUTTER SPAN FOR ANY SPAN k�a 11,,731eJ?•'13' OR 12-ADO'JE OR DEi.,OW 1,/2 OF S.IUTTEP SPAN FOR SPAN$ UP TO 105%AND FOR INSTAL;6HONS AT.Aw, ELEVATION. NV tl1CK Z?4 M $MAY OF, USED AS AN INSIUF OR OlIT510E LOCt;,ATTACHE[) I Qt, OR Iz CENTERMATES W/(2) 1/4'6.20 x 1/2'LONC FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPK_'AL SHUTTER ELEVATION. B 2 LJWIFD YAgM70RY CANDffX N 62 aL1 ..IA_YNY � 8{y&TQbM- TWO HV LOCKS 24 OR 25 OR ONE HV LOCK OR aS w/ FWD LOCKING RODS _ AT TOP k BOTTOM SHALL BE v5EQ.-FOR ANY SPAN AND INS ALUTKAI AT ANY ELEVATION W LOCK �4 OR�j SHALL BE ATTACHED TO 2t!ORc 2 CENTERMATS W/ SAME SPECiF1CATIONS AS PER II I 1 I i QS MANDATORY'CONDITION /1. LOCATION OF LOCK/LOCKS A KA S APPLB.E SHALL BE AS INDICATED ON TYPICAL SHUIIER ELEVATION. MAXIMUM SH.UTTER SPAN SHALL Hr DE'ERM;NED AS PER SCHEDULE{3 ON SHEET 12. MV 3. T DESIRED. FOR BETTER PERT-ORMANCF OR FOR SECURITY PURPOSES,UP TO TWO HY. LOCKS OR MAY BE USED AS AN INSBDF OR OUTSIDE LOCK.CONNECTION Or LOCKS TO CENTERMATES Qj i !1 BIII {...; -a i Y .�� ! �' • OR C2SHALL HE AS INOICATEED ON N071 (1 ABOVE. i -z4 o•i2SKAr2�aL 04W S1, 24"�� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHU'TER F1EIATI1ON. j NE tt' I ✓�` ! (I,, s.�tlSLCQ�N 82 OWJD ONLY WHEN M&%W RY CONIZON!1 OR IJYIIID IMNOAlLIRY CONOLIION EDI' Ot.tiIRED LOCKING RODS 35 ARE NOT REWIRED AT NURRKANE POSTICN, RIF MAY !! gg 4G I I US TO ENHANC' SHUTTER PERFOPMANCE, LOCKING ROOS 35 OR AN AlltiRNATIVr OEVICIF MAY ALSO EL USED AT STACKING POSITION (NON HURRICANE POS170N) ?E� OHL FN LOCK 44 ftt �S SHAL.L BE USED AT COP•NER CENTERMATF:,;FUR ANY Sf.AN v f AND NSTALUTK S AT ELEVATION. MY LOCK '1 or 0 SHALL AF WD AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 23 CORNER CEYTERMATE W/(2) 1/4 C 20 x 1/2'LONG FLAT HEAL SS. M.S. TWO LOCKING RODS Gi AT TOP h DC CM SHALL 8E!!SED. LOCATION OF LOCK SHAi I. BE AS NDICATED ON?Ymck SHUTTER ELEVATON MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SIOMN ON SHEET 12. i 1t Sa;� .> ONE ALTERNATE hY:OCK WAY BE USED W UEU OF HV LUCK( or FOR Nil'SPAN AND 1 INST UT1ONS AT ANY CLEVA!,DN. ALTERNATE LOCK 1)MAY RE USED AS AN '5U IE E OR OUTS LOCK. ATTACHMENT I ly^ f (+ OF 1/4'e-20.3/4' S.S. THUMSSCRLW TO(t OR 12 CENTFRMA-ES SHAA BE MADE W/ 1/4'0-20A3/4'ALUM. i I I f RNNUTT AS SHOWN ONSTCTI:N. HA. SHEET B. ONE LOCK SHALI BF USED AT 1/2 OF SHUTTER SPAN OR TWO 1 41 (I LOCKS AT 1/3 OF SHUTTER SPAN. B 1 7. M*Q%TDRY OMMMON If3 FOt KEYSTONE MOIRADC)ISTAt1wT1ONS_ ONE HV LOCK C;or 7.$cr�E SHN L BF SEE ENDf USED AT 1!2 Of SHUTTER SPAN FCV ANY SPAN OR 1, ABOVE OR BE20W '/2 Of SHUTTER SPAN F'OR SPANS UP CON NECTiON � - '3r (�y � TO W.AND FOR iNS1AUAT:ON'S AT ANY ELEVATION. HV LOCK a�or Q$a Q'O MAY BF USED AS AN I-ASIDE OR DETAILS 10 ( SHEETS 10 [ (M 1 �� �'J OUTSIDE LCCK. ATTACHED TO�T w 22 SYMMETRICAL CEN-ERMAIFS W/!2) 1/4'-20 x 1/2'LONG FLAT HUD S.S. 6 Ifi tYP. FULL LI. - M.S. LOCA'.tON OF LOCK SHALL BF AS INDN:ATED ON 1YPI(•K SHUTTER E.E`M1gN. USE OF LUCKING RODS 0 W/y� HEIGHT. SS' E OR Clk TOP AND BOTTOM IS COMPLETELY MANDATORY'. O" CCRNErt -F� _T�_ _ _ CEN`ERMATE 4-46I T VN � 7-12X AN6 C�NTMATM. — --- �j�°`is'ee 6�•C7'+w`8�Toa(�p:.�';,a 5EQ11Q28LOQERIellg.l�Nl�. ' gj�• .. ONE ALTERNATE hfV 'T'LOCK%Q�WAY'BE INSTAL ED IN UEU OF YA•LOCKS "ORS FOR ANT'SPAN N40 • • w117�•fl p1 --' Ii15TALIATIO Al ANY ELEVATION.ALTERFUTf. IOCK �,1AY BF USED AS Nt INSIDE OK OUTSIDE LOCK. ATTACHMENT OF LOCK SNctuDES USING REiNrL') ,,Tll OCK 67,+,AS SHOWN DA SECTION HVC, SHEET 9,WHICH MUST BE Q6,- 'Q�im(8;.•�7; CONNECTED 10 CEMERWATES fQ AND�0 W/ 1/4•.--20. t 1/2"LOK,:S.S. R11iE11DE0 BOLT W/ 7/81• 3/32' -� WINGNUT OR W/ 1/4'w-20r1'S.S.M.S. INTO A 1/4'0• S/r RPMUT. LOCK MAY BL INSTALLED AT MIDSPAN OR 12' (iS•OQdL� •�8wL�I C7;• P ANr, aglow MI!1SFA1 .I^.F Or TFlO KN,:Ra>1s•� r;s ANr ROTOM A�r nr ie`.'• �ah91•3a�Q•6,5dl9 *NOTES ON HD LOCKS AE CENTERMATES: 1. L4iE AT IERIATE HD LOCK:3 WYBE USED m�£'J OF YPICAL t HV BLADE SHUTTER ELEVATION IN LccKs <OR FOR ANY SPAN AND IN TAw110NS AT ANY ELEVATION.ALTERMTE HO LOCK f4 MAY BE USED N- AS AN INSIDE OR OJISIOE LOCK.ArA(>WNT OF HD LOCK 1331 TO i33 IS W/3 1A.3/6'FN.S.S.M.S.,AND WLVCES REWORCE1AFNT INSEF17 43 AS SHOWN ON SECTIONS HDR- AND I40C-HN.SHEET 10. LOCK MAT BE INSTAi.LED AT MIDSPAN OR 12'MA)(IMIJM BROW DR ABOVE MIOSPAN. JS£OF LOCKING RODS 5S IS COMPLETELY OGTA)NAL. FLORIDA BL►l1DIN6 CODE elocity HUrricane one LppumI PY q,fl• -- 202i, LABTLAN METAL >UPFC+, c BERTHA HV'•. P� , ✓ ' A S S A Accordion Shutter System >cEr F ?�= IL E C O i11C PJO.44 6 '" G- �" —� Am can ShuNer Systems ttuamonW CR W�HTVa,.�N M TILLIT TESTING $ ENGINEERING COMPANY er( / -T AA KR TESTING Association, Inc. a :,--12z r'ai20. Cet 2/6/2= o'• STATE '� Pp.: -,33o K�A:(3os}gr-1J s'Pc wes: Racca D33 x 9.. T<R tn.�w,d.�nT Was:Pdm Haach. R 33407 3 GHAWINCCNtCf ',���C�•(1 F/aril:4' wAtrt»ACA-on.F1P of A+or+e. (AOO)4J2-2204 Far: (N1)209--6.:Ei. 20-1 69 �i,� L)s/ 'E ,' NlSl,.NAIUREj DALE 6LOOKM Lic 0 u'67 _.__ SHE-T 0 BHP, 6OF 1 POURED CONCRETE POURED POURED O!t rOMCRER:BLOCK CONCRETE CONCRETE CONCREIC ANCHORS REWIRED 1/4h-200/4'S.S RFOURT.D RFOUwEO - CONCRETE ANCHORS MACHINE SCREWS .. 'ONCRETE ANCHORS SCHEDULE ON (SEE SCHEDULES Oh W/ 1/1'-20 (SEE SCHEDULE ON SHEET 13) - SHEET 13) SHEETS 13 R 1" kUTS O 12'D.C. r 120fi14 Ya. S.S M,.' }ya 17i a+`.:J E0—EO-.. MACKNE SCREWS 1 - -E0. c0 ---'4 P USING 1/4•-20 NUTS 2 O 12'o CHi l - F. ^.• y1'11 _.. I 50'Mo. .:: Hi, l;r.__J"�.•.-/H \ J __ L t �y E C, cIf. 71r.,.i e.O b L .:.-- W OPTIONAL OP-TONAL ro�Y 6 4N.SEPARATION 'SO�1AE ON(Q,FF� TO GLASS j FOR Z` I,�J -1 OR 7Ad fxST1NG (`SEE SCHEDULE ON LN EXISTING SHEET t9 ' MIN. SEPARATION t T- ;'1.) GLASS SHFE'T 11) 1 V` GLASS...._ BIAOES(i)3 TO GLASS . —(SEE SCHEDULF ON EX ^• SNEE- 11) GLASSA: Y G- �.� (, .�WALL HEADER INSTALLATION B`• HY WALL HEADER INSTALLATION EXISTINC E705Rw0 GLASS r MN.SEPARATON cuss TO�(S 1 OR qo 7 ' 1) EX T Nc t-aFE S TD cuULss tk y■ +sf i SCHEDULE ON 5 I i CHEDE OSCHEDULE �l 11 FOR BIMEIi)IIa M'N.SEPARATION + _ SHEET 11) '�■) fO FCR W ro rDA. 1 s.DEs Tpe RRR■ (sEf SHEET 11)ON OPNonu r: sMEET „) ;11 � 1/4 —r--'r— E �•�)Hy` E. G• I II.1, (if `sal - . _-_ ___ J ci t _..1 Ir , / -EO_...EO �E�E CONGRCiE.WCHofS 1J4'r-I0.3/s 5.5.PMtt11P5 i B .. TRUSS Z 1EACHtlNE SCREWS ANCHORS 1' 1/i-20 NUTS a 12-O.C. (SEE SCHEDULES ON W/ 1/4'-2D NUTS a 12•C.C. F_ FMA.FS ON -'µn_ SMELTS • 'RED CONCRETE SHEETS d ,4Ai POURED CONCRETE 13 e: 1") OR CONCRETE BLOCK OR CONCRETE BLOC' . WALL REQUIRED CQNCNETE ANCHORS RCOURED iD% HV WALL SILL INSTALLATION (SEE SCHEDULES DN OF BY WALL SILL INSTALUTN)N O'.XiED CONCRETE sHFETS 13 d IAA) NC OR CONCRETE BLOCK - WALL REOUTREO HY WALL SILL INSTALLATION NOTE FW-_GQMBR"'1r INSTALLATION DETAILS W/ 1- SEE SHEET a FOR 1YpICAI SHUTTER s E.D• �° �� yyylll��' ASSEMBLY (SEE SPECFICATWM ON SHEET,3) .SEE UnAr OF USE FOR 1 H V BLADE 2-MOUNTING SECDONS CAN BE COMB+NEO BLADE 1 011 SHEET 19 1 ANY MAY TO SLAT/dTY INSTALL UT TE �- FLORIDA BU0.DINC CODE (Nigh Veiocity HurrkDTa Horn 02020 11LTECC, HNC C 2C20 EASTERN METAL SUPPLY,:NC. Iulll'I A,�� , BERTHA HVTM y>Q•'���EN F'•.9' �E C O ,N�• A�S�S�A� Accordion Shutter System E /1 w/DR w/0 tiv.WMnow B(AnE No.44 nLLIT TESTING d fNGTNEERINO COMPANY American Shunter Systems .TY.N O[ECRIFFM ,ATE 71aWN By MA * qos NW.3 1n.s.,sN XM.IAGs G%VX-S.nog*,11I! AesOClation, Inc. OLD+2-122 /s/ ate �/e/xo24 Phone (J05�1t-,330.Ter (SOSj811-is3t 4266 Wml Roods OnYe = S-o'• STATE f 130,rea eom Wert Palm B-6.FL 33407 2 DRAWING No f i 9�• F�ORI p' 3A-0005719 Pwe: (WDM32-2204 .Fax: (561)109-8380 . ZO-169 ;L IC�•., WILIER A.TILLR 1.P.E. _... �FAl/SICNATURE/DATE rLOR.1,A Lk I u1eT a SHEET �a �)ONA 44 e6 OF 20 POURED COW CIE ANCHORS - .. CONCRETE (SEE SCHEDUIi ON SIICET 1J) w'a l OR lA� tt RCOUWED slta4E a i .UE 7 •.n Yffl Ik H "IAI%.4 t[Oi ` v+J AWYt[d: 5' ) . f. D. AVF ICA'aLF EV;STIHW G.ASS _ p■ !'rxt Yamuc dE�Ja fp 17i AI:.E H10R.. 1AS$1TR AD .,IAS<—! a l" Ii� _ aaS TF.'d 5:7�W5 O t t t .ea 4LZ1a6-- CONCRVE(SETSI LLE 0 s(5EE st'NEOIiEE ON g �t'iq;<iEn 1s) (( k i IVi � rOfJZ a- •{ - f ED:F OF 5l..ff H frAS.: jj SIRE. , % )%l ,1'- - ETICE Or Y :APR " WP_•::A6if W SWw1KR i `� AppucABIE I ._ _ _ SUB APMICA91F i r..v w aAa;sE � . »ttxlE wstiwrc I .TECH FOURFU_ .. ...< _._ PO"RL _ ._._ ` 1 OR ,F(A� cUN:aFrE CONCRETC.. -� .E.D_ - 1 wxts:irk y; 1 .' 't.. .R'_O.'tRED F ..� RFOIi:PEG -OUR.ED "Al t. - M', h'E'E •vC- rU,Nch:•G)7CTHFT:AtICNORS 0.vCRETE sc sCN a .. cv v¢rr < NE(1 IR) REUJIFIEr, G HV CEILING INSTALLATION H HV FLOOR INSTALLATION t I HV WALK—OV INST I I1, IBENCH INSTALLATION VALID 0kY FOR UP 10 170, -TS PSH A.S.D. DESIGN PRESSURE RATING do FOR SPANS PFR SCHEDJu tf4.SNEEt it 1O (={C SCFEDUEES ON �r-..t I: k4r•'. :x'sA,mASS _ MIN'.5CPARATION SNCFTS to&tM) -Alr (� TO GLASS I EXISTING EVSW �p h 'f 01 I � (SEE SCl;EOULk OI•. � I' ;1i :,USS—, W4. SFPMUTh^.H GASS awv 10 GLASS + I'i•'r ne Max UY'.a<r w sal 'rs ,sA" _-- —(sFF sctimutE rw ! I O I U� ..�•� sNEEr t�) - .Mw.,rffww 1 g 1 ♦ '1__1 'lam rA \SJ .. I Y._-. ,.li , +t01}j/' _J(. , � �' rOR L>10 6--0•�rM Nb ! I .: — i Irw wA5lfpt AD • UC tW SPAtb LARi�t if{Y r ♦ 1II it /tt J'A- Iff%wA0 33 �" � O 1 TEK5[O C W.o u EAC7r'r rASTBC•� TCR SCRE ws O 9 O.C. 4 _ __ - r I E 1 ,CT,P ATL'mE ti aN 9CII _ __ ON ♦-7r 55. ME COM;k[Rr AW:NOR` -. �61 f J� 1 )� �14.3/•'>.O< 1 rtl — -+Aryl r�R WIATa&/ _!N MAX e v 0C iSEE SCNFDU:.0 ON O u"0 r. 'f [_._ i i 1 • Ir.II uWva „g( I - SNFET Nl , cTO 0 trsNC> W 1!•'1Cl.•as Ys ,i I •-Jo rARS /140/4'F.N. S.D.S. I. •12•cc CONCRETE ANCNURS SEC NOTE t3!ej _ -- E.l-.- POI,�ED CONCRCTF (SFF SCN[mi--ON ON 5!!EE' - -, e?•_..0 LOO MN. Yw rPA RTCxd1MUsk '.J. OR CONCR.`'tE BL:K:. SHEETS '}A 1M) SEE NOTE 1}(Y) . { 09 CONOAqED POURED CONCRETE ON SHEET I .i'. E.D. NU7 ° '" EDGE OF if:I HV WALL FLOOR INSTALLATION R°Ra`AI�E'E y oa wN. C Of.CPE�E SUB 5 "a-+EY alnn¢"F eouR[t RFORAIRED WP�'f%;E `L. HV WALL WALK—OVER INSTALLATION (J HV RAINGUARD INSTALLATION t wKEYSTONE NOUNTING INSTALLATION t1AlrA,;:1r Aso '[SGv wF'i>;+It •e•,_T)GI 115211_tS'L S<91f�'fA➢OEI 9L.$tS9�"i:: Tf«5 INS?HIATHOv SHIA'.:BE Ywouul;n�-n:a•w:e._c. INSTALLATION DETAILS Wf 1 HV BLADE I- SEE SHEET A FOR rrrCAE SNUTTER REl1P/A'tp.E W`:!EN PFRFORyFD ASSEv$r (SEE SPEORTCRTONS ON Sl1F.ET 13) ADJACEM TO AN A'ERAB:E Cqr O SEE UEQAROhS a USE cO PR ENTRAN` 9LAIA Lg ON SWIFT T 9 2- NT "If22 SECTIONS CAN£F COMffN£') Y ANY wA TO sv'T AN•INS Anon FLORIDA BUILDING CODE (High Velocity Hurricone Zorn 4'2C-2C FASTF+N NEIA,SUPP; ,11T„II •/lr tc_TFCO.:NC BERTHA HV �. �� tM F J���� 1 L E COIN.. A.S.S.A. Accordion Shutter System KV•aADE/I W/OR W/b KV, WNWN N-ALE N0.d4 6 � =r American ShYNO� Sysf*m! Rry ocx,P oY a c ^Aw P. Y G TILLIT TESTING A ENGINEERING COMPANY n.sos.rxereA ew;:.rc..<aRcw a1 AmOCIOfiOn. Inc. Wr )/k/xex o $�i TE :F a�17 LC/vC er (305)ET:-ISM.co. (!O5)87_153t A269 West Raaac Jrlvx T W—t P.,IT %-h, Ft NUO7 ) DRAWING No :�OF• u-aOD6719 Pn— 'Br-0432-220A . ca.: (Sel)209 P.]RP . 20-169 C WALTEi A.1'.EJI Jr.P F.`(v�EA-/s"AT(WE/CxATE rLOROA uc /•Af6) �. 1 111 � OF 0