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HomeMy WebLinkAboutProduct Approval RECEIVED JUN 212606 -Iuilda IJ=Dannon Ito BCIS Home Log In User Registration ; Hot Topic Submit Surcharge I Stats&Facts Publications FBC Staff j BCIS Site Map Links i Search 3usines f�r�, � Product Approval Professial 2 USER:Public User Copy, �1 Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Code Version 2014 Application Status Approved Comments Archived (...i 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 Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordi Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Is Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE I✓J Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A S S A INC P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S S A INC. DRWG.15-085.odf Approved for use HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resists es Created by Independent Third Party:Yes Design Press e:•N/A Evaluation Reports Other:Large m e "D".Max.Span is 16'-0"for 30 FL389 R8 AE A 5 S A INC P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl blade,W-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and W-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7,it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S S A INC DRWG 15-084 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A S S A INC P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::7940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: ® BE Em 5&-tUit4M33T7t7Cs' GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPWJ7CE IN ACCORDANCE WITH THE 2014(5th EDMON)OF THE FLORIDA BUILDING CODE THIS ACCOfLDWN SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE GEEESECTION 1620 AS PER SECTI1620 OF THE ABOVE MEN ZONED CODE,FOR A SAW WIND SPEED REWIRED By THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A OIRECTIOIN.ITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE"NUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 18, 19&20. ARRA.�; HIT BLADES(3) IN GR06R TO VELGFY THE ABM CONDITION.ULTIMATE DESIGN WON LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS - BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRII 15, 19&20. SHEET i GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THS P.ED..AS TESTED.WET@ NOT OVER STRESSED.A 33 Y INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHIEST 3 S5WHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS SEEN VERIFIED IN ACCORDANCE WON SECTION 1809.1.2 OF THE ADOW MENTIONED CODE AS PER TYlPSSR ASSEMBLY 38-44 SHEET 4 AR REPORTS: • t TYRGLL WINDOW BLADE&WINDOW DETAIL -HV SLAW Q }0214.01-03.10715.01-03,11004.01-05.01214.01-05.00317.02-08,10609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1866 ARCA.2-'W BI Arw C1)AND W WINDOW SLAVE TSA AND E-1996 STANDARDS(MISSILE LDYE.D.WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MIssim (WHME LIGOLC -HV WINDOW SIAM 9 10505.01-D8 AS PER ASTM E-1688 AND E-1996(MISSILE LJ:VEL D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0726.01-88 AS PER TAS 202 PROI0004 TYPICAL SHUTTER ELEVAITON &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.W BUDS Q AND W WINDOW BLADE® ARE ENGLNEETLED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 CENRE SHEET 8 3.BERGVA H.V..ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 0141¢.75'AND 014x1.75'RE5PECTNELY,410-K MINIMUM SERIFS CENTFIRMATTE ALTERNATING DETAILS HV SHEET 9 STAESS STEEL SCREWS WITH 135.0 kal YIELD SM040 H AND 180 kW TMU8 SIR104GIH.PNS SHALL BE COATED WITH GMTHA FIV DACROSHIEi.D COATING SYSTEM AS MANUFACTURED BY APPROVED WI. ODATNO APPLICATORS, RMSTERW WITH AMERICAN SHUfTFR SYSTFJAS ASSOCIATION.PINS MUST BEAR THE W MARKING ON TH TOR HEAD. T 94D CONNECTION 4,ALL ALUMINUM DORUSIONS SKILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY S 30.0 kel AND 35.7 fiat FOR MAXIMUM SPALV TABLES 1-8,CONCRE[E/BLOCK SHEET 10 LES Sf1EF7 11 8WS T5 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHM 12 5.ALL SCREws TO BE STAINLESS STEEL 3D4 OR 31B Ms;SFRES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER ON 50018 WITH SO kal MN.YIELD SRRUMM AND 90 w WN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&13L.00K SHEET 14 • e.BOLTS TO BE ASTM A-307 GAWMIIZED STEEL.OR AISI 304 OR 316 SERIFS STNNLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FLY BLADE Q:1$13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 W SLIDE Q& WORKING IN UNISON: 12.13&15 ENO CONNECTION DECALS 7-12&X.WOOD SHEET 18 •8.THIS 8E1ITN H.V.ACCORDION SHUTTER SYSTEM BEARS A V.S.PATENT 08779,582.COMPONEMS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY US.PATENT 05'458.179 ISSUED TO EASTETRN METAL SUPPLY.NC. ARRA :A• HV WINDOW BLALJE_A ONLY B.IT SWLLL.BE THE RESPONSIBWTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE YYmE swnER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EOGFS WHICH RD".THRU FASTMNG IN CONTINUOUS CONTACT WITH THE BUILDING TO PReJENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 m EACH UNR MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:WRING peaODS Of HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND NO AREA 4; HV WINDOW BLADE n ONLY CE 4EWTFS AND ENGAGE OR LOCK AUL W AND NO LOCKS. 11.SHUTTER W UFACIUREVL WS LABEL SE .BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE CE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS,META'SND WALLS SHEET 20 W PLACED FOR EVERY OPENING.LAOMNO TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. " 12.BERIHA H.V.ACCORDION SHUIIER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATW IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT S APPLIED M. 13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FDR A SITE SPECIFIC PROJECT;Lo.WHERE THE SITE OONOTOONS DEVIATE FROM THE P-ED. Tb CONTRACTOR TO BE E s RCT.PURCHASEAATNDIN TA TMIEION��O � I THIS PRODUCT. BASED ON THIS PS-D..PROVIDED NONE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO ON THIS OBTAIN PERMITS IN THE STATE OF FLORIDA (((c)))THIS P.E.D.WILL BE CONSIDERED INMD IF ALTERED LILY ANY MEANS. ITd�.StKr SnEm FOR THE PROPER USE OF THE CIFIC PROJECTS SHALL BE PED.ENGINEER OF RECORD,ACTING SBY A FLORIDA RMSnPM ENGINEER DELEGATED ENGINEER TO 1 O.ENGINEER SHALL SUBMIT R ARCHITECT WHICH WILL BECOME THE ENGINEER Of RECORDTO THIS LATTER THE SITE SPECIFIC DRAWIN-O.R.)FOR THE PROJECT AND WHO WILL GS FOR REVIEW. (a)ORIGINAL P.ED.94ALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL WGNUA OF RECORD THAT PREPARED IT. FLQMpp BNO CODE(Non High Velocity Hurricane =one A ®2015 FASTM METAL SUPPLY.INC. r o. EI� vy BERTHA NVTM L%C Accordion fi# Ru.r L �C 11 A.S.SuA. KY3DW1OW0 �MME o. !/T TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systema of LmaN DATE DRAM Bt: M.l 3H: jg :* Assoclatlon. Inc. 1 OLD 11-192 +/13/16 M7E 4/13/15 y per, O1.F . 6345 K.W.361A.s.,Cie.303,%Wft MMS,ROAN 330 4268 Westmods Drive 2 -.--� -ty PAone:(304)871-1530.Fen:(3DS�71-1811 DRAWING No ,r�S%., \��, o-m.m bta6�B�77B.ewm West Palm [Teach, FL '33407 3 '$,08� "";,, NAL fiN�A.�`� WHAuI�RiOq L I s J,6Y- 5 SHEET A7 P.E. SFAI. �ISAMLIRE/DATE 6. OF 20 r.roa>wear woo® 1+ a V�� -j 9-to' f.491' 43' `J SOLID BLADE 4."g- (j)HV UNIVERSAL FLOATER Cgs QUALIFIED ft OR USE W/TER COVERED UNDER US PATEM $ 5 9 QUALIFIEDFOR USE W/ ITV BLADED 4 HV BLADE( R BODS-75 ALLOY AND TEMPER QUALIFIED FOR U £W HV *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 GLADE 1 :12 ' 6083-T8 ER 4' 6063-T6 ALLOY AND TEMPER ... .cT? ._._.. I..;s94'. -""" •--1 oe5 ==1 : �....._t,334'_.._ _ s94• .B70' 26' � 72 TtT t-. AW- 47• <751HY ADJ. ADAPTER WILIP 1 6QUALIFIED FOR U E'W HVWALK—OVERTRACK QUALIFIED FOR USE W/ HV *HV TRENCH TRACK 6063�T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ IN QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY A TEMPER BLADE(D ONLY. HV RAINGUARD ALLOY A D TEMPCR 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T8 VARIES •s q•- BLADE 1 VARIES 1.936• 6063-16 ALLOY D T a". _.................. 1.817• • � � • 4 oas• oar � $ .aa3• <.._ .oas• �DQ• .093' .12• . 'BA• • 670 1.888_ X P j{.• 402 7 3420Y,_..._ 8 ._._....._ 1 1� HV COUNG HEADER 1� HV HEADER/SILL -- 00ALIFIED FOR USE W/FN BLADE 1 ONLY, QUALIFlEO FOR USE W� HV BIADE�1 ONLY 6083-•T6 E AND TEMPE QUALIFIED FOR USE W/ITV BLADE 14 IID WALL HEADER/SILL SEE SECTIONS FUR VALID F SECTIONS FOR VALIDITY. QUALIFIED fOjt USE . FN 6063-T6 ALLOY AND TEMPER 608- TEMP BLADE UI ONLY. 6063-T6 AL10Y AND TEMPER OISIPONEM A B T1 T2 X Y L 1 X Y 1@L 1 r 2' 2' 0.125• I' 1' .082 I�7 2' S'4NK i/8' 1/8' ......•~.....•.•.. —, Y 3' 0.090' _ 1® 2' 5"MAX. 0.192• D.192• ,SIDE ANGLES ``— CORNER POSTS QUALIFIED FOR USE W/ I4V ALUMINUM MANGLES l9 2.5' 7•Mnx. 0.190' o.t90` ALUFIED FOR USE W/ HV BLADE t QUALIFIED FO USE W/ HV LADE�� Y A D 1EMPER BLADE I ONLY. 2• 5'MAX. 0.139• 0.731' 6063-T6 A FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2018 EASTERN METAL SUPPLY,W. RTI A TM s .• ENSF y a A S S A Accordion Shutter System L E c l/c. ■ ■ KV.BADE#1 W/OR W/0 KV.WNJOW BLADE Amodean Sh(LMer SystemsMY.IkacwnPnon DA DRAWN BY. W.L TILLI TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 1 t_-192 4/13/15 MIE: 4/13/15 STATE OF :AtA am N.M.30h St.Ste.383.V"M oymm,nnwDA Isle 4268 Westroat(s Drive z Plwn*:(305)671-1530.F.:(305)871-1531 - DRAWING NO West Palm Beach, FL 3340'7 s 15-085 ` / A\F ��`� WALTER TIL II SSA J<.r E E. $191ipSINt�9`t?�2E/DATC F10ROA ue. 5 SHEET 4+167 6 2 20 _.__....._..... 4.680• .� 4 6' 14'-10[1/3' 1{•-20 E CAS1 ........._._....... $`....-...22 ---• // 14 26- 749" �,y.4 rM S, RFJJIEO IIOU8INC tTLWEI / .-�- S.4LL5. BAArO PNITIFD 7MFA0(U Ort •_ (2 UP.) _ EIXED PALMED' I r $ nr .062' : $ 879 • .318 cu eanss NaExE BRASS( ,e KATM) m t\ATFA) 21 HV CENTERIdATE „._�� �y LOCK ® HV EGRESS LOCK QUAU2 F D FOR USE W/HV BLADE 1 ONLY EO FOR USE HV IN HV BLADE(1 & ONLY R27^-..._.•_ - QUALIFIED OR SE W/ HV QUALIFIED OR USE W/ HV OU 6063-T8 ALLOY A BLADE( & ON BLADE 6&@ ONLY• 6083-TB ALLOY AND TEMPER FIED FOR USE W/ HV BLADE(l)ONLY _ 18' .. _290'O.D.. 7k,,,,,._...... 6063-T6 ALLOY AND TEMPER T4.ASIIC HEAD MOLDED TO xl 1.758' 922'4- � 4.�y •__ 2• SCREW 1.7 ^ .380'AFTER RIVETING 0 3/4” BEFORE FOVETING 1J4* -2Q RIVNUT+ *Sr M9 0444 AWMII6M(2024-TS ALLM LARGE RANGE IM CH NUISFRI.,PA I OB20,As M7�tiurAY URM0705 BY AwEt FROM ELEVATION .!}8Z• cNrrat•IE%TpW,rARAPPDNt NEN JERSEY 07os4 OR EOLLU.. r1AJ4 . " 4.566• (EJ LOCKER FOR "T` LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY 1 W FE6tALE "T" LOCK CENTERMATE ® HV *T" LOCK �ZEffilAT1VE__L(� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO�,USE W/ FN QUALIFIED FOR USE W/ HV BLADE iQONLY QUALIFIED F'OR USE W/ HV BLADE(I)ONLY W/HV BLADE(] ONLY. BLPDE V ONLY. 6063-16 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER 3.187 _ — �+YV1OV f7UNDER OR .274• .083 _. 2` ... KEY CnJNU ER 214• �J . 0.879'Nin. .125'Max. 4 3HD CENTERMATE W1 NO 14MING ROD HD CENTERMAT ROD W °o 0 QUALIFIED FOR USE W/HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & { (wa' 6063-T8 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER HD CENTERMAMS •v_ARiFS,t2•MIN. QUALIFIED FOR USE W1 HV BWE(i)dc 9 -i s /e•._ie 6083-T8 ALLOY/2ND TEMPER THUNDERRN • 1 D O SFE DFIAL OR KEY NEER ,5 In CYUNMR w � --_ 1.76 Nalu �SE �HV 1/4"0 HQ OCK DE ® � 3/8"A—S6 ACETAL }j1r 1/4" (6-20 AISI 3O4 By REGENT HARDWARE MORRSE LOCKS SERIES 2333 HOOK BOLT LOCK_ THUMBSCREWS RIES S S THUMt3�'REWS QUALIFIED FOR USE W/ HV BLADE(D& (A� Q OMLLE AT TRA WILL REQUIRE A 7/76" HONE QUALIFIED FOR USE W/ HV BLADE(1� FLORIDA BUIIAING CODE Mon High Velocity Hurricane Zone D LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F tq) t eN B ` •,,.........,J'r'���i A 2018 EV"IERN METAL SUPPLY. ■ - INC . Accordion Shutter Sy stemBiA M Hu RADE I w/OR W/OKV.WNDWV LnDEI LECQ NA■S■� A Shutter Systema ay.jw OESC.WUT! DATE DRAWN M M.L. L++� TILUT TESTING & ENGINEERINO COMPANY Association. Inc. , OLD 11-192 4/13/15 DATE 4/13/15 -d`• Q'f a BMJ'h asm.SL.Ste.153 1,GRMFa!(30).RURw sat 61 �•Q_•. F �.,•a Plane:(y65)87t_1y3a•rax,(soa)a7t_ty31 4268 Weatroods Drive 2 DRAWING No �i,�.<�'�'••-..,..••'�C���.�� e-mai: West Palm Beach, FL 33407 3 _- 15-085 ��7A7�AsS'�NA;`\ WALTER A TILLrr1J,PX S _ SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA U.0 44167 e 3 OF 20 SHUTTER ASSIEMBLY SCHEDULE FOR rr-=�• ' � HV Q HV Q 3/8'0 1Y IN. ICE 41To BLADE UP .e25• Fp HV BLADE 1 _�_- -- /,2 �-. (, 1s75 r'2 �-d . � NJ vnA6aw ewiE .os2s• 3 � .os2s .s25 Q.._ -HV BLADE 1A • - _..__. ......_..—..-._ _.............-...........................- .._._I. j DC "d OPENIN .0625' 11875' Y ® W LONG RECESSED NYLON BUSHING 0.0 ® HV SHORT RECESSED NYLON BUSHING gig ® ci�j -f1A PORTION RI.7 HV NYLON HAT WASHER _ OOR � � � / 3 So' ® W WHEEL CARRIAGE AISI 302-303 SERIES 1I1 4KV WINDOW 0.870'x3/16"THICK NYLON WHEEL. 1 0.188"0 AISI 302 SERIES S.S. RIVETS _-._.ti.__:-......1_ 315-e SEBETWEENMADE PI N 03.7300' .0025- 0823' ® HV 1 3/4" ACCORDION PIN W/ B8 HEAD * EXTERIOR I t. • OPENINGS._. ••..,.... .. ONE'S 31E1T3I91L L Y 7500 ® W 2 3/4" ACCORDION PIN W/ J8 HEAD * I -- �•-_-- r 4 q ^ 4 CLEAR _._ eE1WEEN �ICAi HV WINDOW_BWE_ AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _IA.PS PO YGARBONATE HV WINDQW__bETAIL N.T.S. OR® 4 or ® -- --_-• --- -- ® [(SEE NOTE FOgg REOUIREMENTB) (DOR ® �cPOLYCA 8QN_ATE IMPACT RESISTANT HV WINDOW BAYER MAKRULON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC MBLAB R FA 1A M INNOVATIVE PLASTIC LEXAN 103 RESIN * -` O OR ® �.` (SEE NOTE "F' ON SHEET' 19). (1) HV PIN ® SHALL ALWAYS BE USED Al' ALL EXTERIOR E3 g , 18 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 0 POLYCARBONATE SOURCES FOR HV I� BLADE. 1 AL }jIjTl�j ASSEIiBLY ^ EXTERIOR � n sutaw Rmu�� NV PIN 1@,2 0AART AT (2) ILIV PIN ® MAY BE USED IN LIEU OF ®AND ONLY EXTERIOR.. uP�ram EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ H 00,324• BLADE'S KN#KLE. �n Astu 0M 0.00 mM' 0.043 wM (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "Ill-, SHEET 7. 0 " REQUIREMENts) TOMAE nm SnW#to Asn DM 9A0Q P.7L 9,a00 P, TTP. nota l SITIMM AT MD AAB Tmo 'z5w RLL 13x0 PAL (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER �1 ASIA!D790 310'000P-1 34SAM P" SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B ° xMim FM ASN Tuna ,a FT-%/M v FI-+8/b SHEET smolm 0ee0Y AFF=43 471 x 643 x wx WHABLY LAYOUT EEL CARRIAGE DETAIL RATE OF soft" AS511 Dm a-1 CLASS D-1 aus ., snr o7Nr0uN /6111 013.x0 low r Foo Y 1 ASTM mee Tismir smimm ARM wAwMq /314 0.70 3.302 P.L 8810 P•%%. (1) HV BLADE SOLID & SHV WINDOW BLADE. DETAILS MME SIMS oUWj WaMM=0 I ASM ON 1 501 Pµ I "W P•L N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricane one 0 2015 EASTERN METAL SUPPLY,INC. �10EN � A H iM /► A S S A Accordion Shutter. System -t - L E C O.1 N C. ■ 1 ■ ■ H.V.BLADE#1 W/OR W/O RV.WNNDON BLADE 3 TIWT TESTING t ENGINEERING COMPANY Amede ShUftOr Systems Of3GRV110M oEiE O9AWN 3.r: ALL74 3. A380CiOttOn� InQ. t OLD 11-192 </T3/ts DATE; 4/13/15 �•, TE OF luaa N•w Sen s*•ara 3os•wc�u aNmn+a aOPmA 331 4268 Westroods Drive z PAOne:(WS)871-1330.N.:(303)071-1431 DRAWLING No F'•. 0MON . 'tr, O---1 Iltacoo0ol com West Palm Beach, Fl. 33467 3 rj-085 s 4 NAL EN • WALT E A.TUJT71,P.E. 8101 %RE/DATE FLORIDA L'8 A41e7 6 SHEE7 OF 20 u a A M t 0 M N S T UNO « • a . ae� 1. •ONE K I&or®SHALL BE USED AT 1/2 OF'SHUTTER SPM!FOR ANY SPAN OR 12'ABOVE OR 8 2#'SH SPAN FOR SPANS UP TO TOS;AND FOR}NST TIONS�iT ANY ELEVATION.HV'LOCK�or�MAY Be AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR Q?� � CENTERM1iTES Wl{2� 114`tF 20 x i/2"L G FIAT HEAD S.S Y,S LOCATIQN OF l0(K SHALL BE AS t�i01CATED ON TYPICAL SHUTTER ATON. 1�•• � "' 2.Ap=MA DF DESIR FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TD TWO FN ki OR FUY BE US AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CFNTERMATES " OR 5i UL1J.BE A5 INlNCATED NOSE(1)ABOVE, LOCA ON OF LOCKS S INDICATt-D ON TYPICAL SHUTTER ELEVATION. 3. I ' r. LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). ONE kWV LOCK 1E USED AT CORNER CERI'ERMATES FOR ANY SPAN Q$ lIS3 - jl( AND UVSTAl1AT10N5 AT AN1'ELEVATION.NY//((LO}}CqJ or SHj/ALL BE USED AS AN OUTSIDE OR INSIDE LOOK, Iva Nv ».....� AT ATTTOP&50T s LL BCE IJS�ED.TLOCIXTION it7F LOCK 4 0-20 SHALL BE AS 2'LONG INDICATED O0 TYPICAL SNUWI'ERFIAT HEAD S.S.M.S IWO �ELLYATODS ION MAXIMUM SHUM SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON S41'ET 12. S. Wit V.(.1.�.. BN i�g ONE ALTERNATE W LOCK MAY BE IN LIEU OF HV rd It 4 2=00190M LOCK or 1"OR SPAN AND ' :/ tS $ 1NST TIONS AT MIY ELEVATION,ALTERNATE LOCK MAY BE USED AS AN NSIDE OR OtiTSIDE IOCJL ATTACHMENT x 9 a OF 1/4-0-204/4-S.S.THUMBSCREW TO 0OR CINTERMATES SHALL BE MADE Wj 1/410-20x3/4-ALUM. RINUT AS SHOWN ON SECTION WIVE, SHEET S. ONt LOCK SHALL DE USED AT 1/2 OF SHUTTER SPAN OR TWO I fil2ffig z LOCKS AT 1/3 OF SHUTTER SPAN, WME 901.111111100 WALAMISL ONE NV LOCK 0 or 0 or 0 SHALL.BE USED AT1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1Y ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS ER' --- TO s8".AND FOR INSTALLATIONS AT ANY ELEVATION,WN LACK @ or or 0 MAY BE USED AS AN INSIDE OR T_NO N` OUTSIDE LOOK.ATTACHED M @ or 0 SYMMETRICAL CENTERMATES W1(2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. CCE END ON MZ.J0G�TION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER E LW ATKXN.USE OF LOCKING RODS®W/(!� OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r ¢ N 1 J x 4 Y p Q a y Xy K SHEETS 14& 1HEIGH�T.� FULL 1X � *NOTES ON MY "T" LOCKSS..AND CEWERMpTIE;S: uXaiulm MrnN•---•�_.._.�.._....._.......__.It OF CORNER 1. CENTFRMATE ONE ALTERNATE HV'i'LOCK MAY BE LED IN WEU OF HV LOCF(S OR FOR ANY SPAN AND oA1ea�r�7�twoaTO I NJATtt?�W AT Mfif EL£VA7t6P1.AL TE L��?1Y BE tRED AS Nt FNSIOE ORO IDE LOCA.ATTACHMENT OF LOCK(N„�INCLUDES USING REINFORCING AS SHOWN ON SEC ION MSC.SWEET 0,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 x 1 1/2'LONG&S.THREADED DOLT W/7/8'0 x 3/32' WINGNU'OR W/1/4 A-20x1'S.S.M.S. INTO A 1/4-ox 5/8'RIvNUG LOCK MAY BE INSTALLED AT MIOSPAN OR 12' �©�`�v�+ °• MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 4@ TOP AND BOTOM IS MANDATORY. +0ox T�+ 8-08 a w .... + OR OR * ND LOCKS � CENTERMAA ES: 1.kQ w/!WD.�,p{ TES{��nR w/f+JA:ONE ALTERNATE HD LOCK Q MAYBE USEDD 01 UEU OF TYPICALiZ HV BLADE SHUTTER ELEVATION HV LOCKS W OR W FOR ANY SPAN AND INSTALLATIONS AT ANY 13MAATION.ALTERNATE HS LOCK 0 MAY BE USED N.T.SAS. REINFORCEMENT INSERTNSIDE Oft AS�3HOWFJ ON SECT,ATTACHMENTIONS H68KW�AND IS W/3SIM 0 LACK MAY BE;NsTDALLED AT MDSPAN OR 12'MAXIMUM 8S.OW OR ABOVE MIDSPAN. USE OF LOCK94 RODS®IS COLWLETELY OFMWL on igh eiocity urricanB one ,`1011C{'�A:.rJ4��TIy�'' +G'2015 EASTERN METAL 511PR.Y,IHC. r�nr � w�■ TM 13 Accordion Shutter System HV.RACE#i Wf OR W/O H.V.Ht WN WM ArrWaL'(canShutter Systems pnpDar Te DwtiwH eY: tai d; 71LUT TESTING & ENGiNEERiNG COMPANY STATE OF �` a=N.M.36M$L.Stp 303,VOW"WRDIXI,rLDROA 331 UM-Association• Inc. 1 OLD 11-192 4 13/15 4/13/15 � Phort•:(303)811-T,RTQ.Fox:(305)871-1531 4-26& Westroods Drive 2 '�jr'r�ir�ONAL� E WALTER A.�la 67 West Potm Beach, FL. 33407 @ DRAWING�j-1 8J l P.E. SfAL}L3li#tU 'URE/DATE & SHE Q CRETE ANCHORS POVREO CONCRETE - POUREDOR CONCRETE BLOCK CONCRI CON CE�TE SHdr CH�SN,ltE�13) REOUAED z " "SS. REOUIRED REOl11REO CONCRETE ANCHORS SCkEWS CONCRETE AfX24M fOR (SEE SCHEDULE ON 1$ {Jt ffiylCtg(SFE MOUNIMO�IjON SNRT J? SHEET 13 . (SFE SCHEDULE ON SHEET 13} ) i" 1 4`0-20 ci14`&S. EO EO INE SC L _ USING 1/4"-20 NUTS E.0,4 3 MGx. __ i._ ._13 ua _ qq 103 3 D .250'max, :1 ti-:! �M�. E � OPnbNAL ii 1 ' ONAL 1 mass� ; .I a+ �,^� � MIN.SEPARATION TO fih53 IT 96 i 1 -t1 OR ( ; EDOSnNc .. IDUSFING f --{""'—(SEE scHEDIRE ON SHf•ET 11) OIAFLS--i arofsiaQ( = MIN.SCHEDULE TO GLASS T GLASS A. ~~ EXISTING I`(SEE SCHEDULE ON SNEE7 11) 1 ' w GLASS---i {{ (�IAV WALL HEADER INSTALLATION BY WALL HEADER I SIXLAIlO+ KEYSMNG EXISTING ...- -. _._....^_ _ ;_.......,,.,_._ MEN.SEPARATION TO GEAM I�"'—"—{SEE SCHEDULE ON SHEET t i) 1 I sa�� 1 { 1 OR 1' WN.SEPARATION 10 OW5 ' I t F'CLASS 1 �"-U I'M MFC Q)xW' 1 (SEE SCHEDULE ON SHEET 1 t) i 1 ON 1767 i It IDR eAasO}R QA EX67M 1 f �OMHAL CLASS—I Mux. { �l fi,.�-O(>TIONAL 1 E^1/4'Max. - '_. .—13 OR 15 E Fp� i t t crETT 3 OR 1' -__ OR(C4) 1„. ,.......__' ..1/4"0-244/4'S.S. MEn. PHILLIPS TRUSS HFN1 _ E0 TRUSS TI x3/4'S.S. SCREWS ANCIiOT j 7 $ atACE11NE SCREWS USING _.. _ CONCRETE RULE&4 .._.TRUSS HEAD 1410E6NE SCREWS T' 1/4"--2D NUTS 0 12'0.0. (LE SCHEDULE ON W/1/4"-20 NUTS 0 12"O.C. POINCRET TE j H()tll1E oN 5}iEET R. POURED CONCRETE SHEET 13) TAf OR CONCRETE BLOCK tYAtE.fTEtTU1l2ED jF1"1 Liv AW INSy-^s.�i,iTtdN (SEE SCHEDULLEit REQUIRED {,��j ��(� SILL INSTALLATION WALL I�- POURED CONCRETE.-_. SHMr 14) �J HV WALL OR CONCRETE BLOCK WALL REQUIRED (fD BY WALL SILL INSTALLATION `"PORN I CN.SHUTTER INSTALLATION DETAILS W1 AS SEMS.Y SEE SHEET 4 FOR TYPICAL 4 E DGE D.-EOtSTANC£ ♦SEE UN ATtONS i7F t15E FOR 2-MOUMNG SECTIONS CAN BE COMBINED (SEE SPECIPCATKgES ON SHEET 13) BLADE 80N SHEEP E9 HV BLADE IN ANY WAY TO SUET ANY INSTALLATION. tttlNr FLORIDA BUU11 CODE Non High Velocity Hurricone Ione 0 2015 EASTERN METAL SLIPMY,USC. BERTHA Vii t� -F--` �'�" �' � � ��� Accordion.Shutter System *= KV elAX#t W/OR W/O KV.WNDCF<l RAX F TlWT TESTING Amortcan Shutter Systems oescmRoll ATE DM"4 m: M.L.-O. 9 ty�: @787 N.W.%ft SI.,St.X5,VRG4A Gi1NDLS,nA=k 331Association. Inc. 1 OLD 11-192 4 73/t8 ONE: 4 13/15 @}{1 ",-71 moon:(3os)9l1-1530.Fnx:(305)971-1531 426$ Wostraods Olive z DRAWING No S+S;.•.......•` `. ,-moMtot-00c87 9Lum Wast Polm Beach. FL 33407 3 ���ii /ANAL trt' WALTER A PUTT Jr.Y.E. ; 15-085 Oran HNN1 FIORD Lk.f 44167 5 SHEET ps, S�n).1S't MIJRE/DATE 6 0 POURED CONCRETE ANCHORS ,lyy,�pyNipt ... i i-»--•T� ��^ .yQ� ,apN CONCRETE (SE'E'SCHEDULE ON sHwr 13) , TO t (•.AE , , "'-"'U OR G i "-Q { r 1 fffiIWIRED 1D t .. .7 _. EDGE OF SaGN { °"�1ac m ' ct nss-. ( I s ni auusal�9 s ro '. APPLICABLE pus>tNas iAT. i I t I i EX61INO i LION .......i i t ; I }1oz3/4'HEX WASHER HEAD t 1 oR 0R f 5 (^ I 3/a H3t. f..1k3(SCREWS$ 12'O.C. i 3A ..-CONCRETE ANCHORS � L49 it _ 7 (SEE SCHEDULE oft SHEET 13) t APPUGTSLE Exam EDGE OF GLASS i, ry _ ' .`. { i SAB IF CLAS.,-i SLAB W CODE ~ 1/2 -1•• "w..or APPLICABLE _ APDUCABiEADPUCADLE POURED *_..._.. ..FIAT THEM CONCRETE ANCHORS CON..Yt '. n�R t OR �$cON RETE ._.. CONCRETE NEW CONCRETE ANCHORS u1REo ( EDULE oN SHEET 14) I CH REOUHtEDRAT 9At��4 REWIRED €--.•.`--E•D.'---- D.*^-� (SEE SCHEDULE oN SHEEr 14) h .TREND INSTALLAflON HV WALK—OV IN TAI, IG ONLY SU VP TI +TO,-76 PSN A PER NY FLOOR INS A"TION t _- R—S TiON DESIGN PRESSURE SH RATING do FOR SPARS PER (+� NV CEILING INSTALLATION �" 93. 5H�t1 onvm CONCRETE _ ""in a `iss (SEE'Sct€ ORS Ea ON w um to _.._r__.— _ 1/4'0 ow eu3m vwNu+.w � I � I DN oa¢r n3 i EXISTING ' ' ... F50STING .SHEET 18) OR 1/4"0 E7QMASS i IV GLASS ""I(tefi 6o nn ,U t _........-0 G"L GN51Ett16 TSAR R41l4ANU,Of f rmt lTSMNKntNt A 1 3/4ICN,T:MDWk@R 0 9' MAX. FOR QP TO C-+Y WM AND 4.O.C.FOR SPAM LAFM THAN _TftART1 4` 3 Sf5gw-O'UP TWo al'' MO i td pTDJ iQIE tt Iw ao-ar t, roR �.. sjx..-_ ..... IMAX. F _ y✓ � IYTEK SCREWS '"»_ COKE"ENJNi• _..._�- 14x3/4` NIX HEAD i t 8` a S2"O.C. TTx sGRtvrT e^Dc _ ( -T ^':' ��.-zaa/4•ss ws OR 1/4"%20.S..S,M.S. f CONCRETE ANCHORS Tt�, _ _ yl;`1,;,J �"j 14X3/4`s.Ds. , iff J 1/4•s-7O NUTS W/ `o.C. (SEE SCHEDULE ON k 1 $8"0.C. 1 _ _ Max- A'..; O i2`O.C. T: _....»..._Ji SHEET 14) •y' ` J•• Exwm NOW SITWCTUPAL t 7 tat 1/2. ,1•_- 17 i 8 •- 2.OQ`EDN., -'WALL TRW 0ECORATi4£ L r EDGE OF 1 i SLAB V` ,t' MIA s [+0{ASD i:8Np1EtE 1 7 8' 1 7/8 APPUCASLE '.,y..'"_ �. Y H'Q.C. `.-.i` 4 ;. ::;. —CONCRETE ANCHORS SEE NOTE 13(b) ....._Y. ". ';:'•:'•' W� •D' POURED CONCRETE-- (SHE SCHEDULE ON ON SHEET I POURED CONCRETE ON t3(b) `»' . OR CONCRETE BLOCK SHEET 14) `''•' REQUIRED OR CONCRETE BLOCK •.•L' '•.,.•. M'nONAL_ ._,.. _r POUR _ --�.. HV WALL F'J,,QQ(j,•„wST ION REQUIRED Q)jam, ST QU G INSTAUAMN NV WALL `WALK–OVrg INSTALLATION M Aso, F +e4-r7 Pa INIItIW 9TNUITFA SPIN DW'-0' HV RAIN21JARD INSTALLATION t tom: ION ALL BE S' •E.D.-EDGE DISTANCE t 1REMWABLE WHET PERFORMED tT 1-SEE SHEET 4 FOR TYPICAL.SHUTTER (SEE SPECIFiCATKTNS ON SHEET 13) AC SEAN OPERABLE EXIT $SBLME AAS USE FOR ASSEMBLY HSTNEU 10 iNSTALLATION DETAILS W„j T HV BLADE 2-MOUNTING SECTIONS CAN BE COMBWED f� �a 4,� +� IN ANY WAY TO SUIT ANY INSTALLATION. FL(RIA BUILD CODE Non HI h VelocityHurricane Zone ...............a:•I7((�TAAj�/J� C$2018 EAsTET04 METAL SUPPLY,ANC, J J tom. �"� Q , A Accordion Shutter System jtl�.—•= -A L 1 E C Q un . It s • ■ HV.BADE#1 w/at w10 M.Rtt11OVr 6tADE TtLUT TESTING ENGINEERING COMPANY Americon Shtdlar Spsloms &-%MWTNDA WATT THIN N 0Y• M L A'•, `STATE OF i eAtssoclatton, Inc. 1 OLD 11-102 i 13 t5 a-M 4/13/15 BMW N.w.sun.se.Ow3M.wRraa4 CAROM.HtarnA 331 � {v'",•.e*_; Pnam:(305)874-1530.Far r(305}971-1531 4266 Westroods Drive 2 DRAWING No yJJ�AF�SJ-..,.,• �C�,�.�• rmW-108709,.mm West Palm BeoQh, FL 35407 4 —psw'� iA/� OI$Al 1AAAA W&M A TR.uT Mr.P.E, SHEET P.E. SEtI" tu"NAAZURE/DATE FLORIN U.1 44197 4 7 2Q ..�SEE END WALL ETS 10 IS NOTES ON LOCKING RO08 .HV LOCKS or 2� OUT 9P 5. IN ' --EWSONG DIAS INSTALLATIONS W/ HV ** C� K`®wp FoALL BLADEHV CE TEM TES »�rES�U«�I"nl�© «�«©.p«®«10•®« OR SEE jENn WAA LL-gINNECTION 6-8.8. EXISTING BASS WAILS ON SH 00 7. (8083-T8 ALLO1)Awa. OPPOS�L:.�'. SYMMEJOYCAL PXGI.E w a)1/4.0 TAPCON 1/2• «®'® C T R A 5 CENTER MAT MIN. ARATi0N TO CONCRETE I•' CLASS (%IOTTOM)s _�tGxa/4`s.M.s.0 1z' o (4N1ox1/z's.Ms.10 1VM i d.c.ftH1 cENGNr. W/ *V Lg, 3 (sem sc11EDULE AT EACH ANCIN(TTP) ON SHM 11) 5 ® « * 35* I N _._ i 0 a [oUTHVC Hpp a HVA °a�on©+�7 an 8p 10+®« fX15LING GLASS -PONCRE CONCRETE WALL REOURED -__—____---•------- T 7 aL 6 « �---- IsnNG '�"®"�'®01®'®°1 YMMETRICA IN /'C�' i �O (D-@- MIN.TO sESMS �._�fUSS" T �C s* _� �'®°1�'LLJ«®'VJ« (SEE 9CHMLE 5 MW.StYMhT10N «©i® —.__ .^ d ®* -".f-_--� OrMONAL '� ON SHEET 11) TO CLASS © « + — ,— (SEE SCHEDULE IN ONAL --- •.-"-- ON SHEET 11) (IMERIOR) ---__.'-'.__. __.__..-_......._ _-.._..................-_ II OUT ANCHORS ——...._ .- - -- - �� � - 1�- t 1s•0.c. �k 4N2 LS a: ® OUT 6 1/27 MAX SLACK - OUT (EMERIOR) HVE VE HVD FLORIDA fMJMNG CODE Non High Velocity Hurricane Zone `ylyyyllll ILlff// ®2019 EASLERN t&r&SUPPLY.INC. ASSA CEN - Accordion Shutter System 11LIE C 0 INC. . . . . H.V.RAM X11 W1 OR W/o IV.NINDOW MALE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Lv. OESCRIPnOq OATI InawN Irr: ua * _ Association, Inc. 1 OLD 11-192 _!an 1s tXA,E: 4 13 1s 8JS7 N.W.780.st. Rw E07.MRWM CONGERS.]KGF"531 tea'• STATE DF 4268 Wes(roads Drive 2 DRAWING No ,�. Phone:(305)871-1530.Fox:(]08)871-13]1 =.,�,c' F�ORI04 •��a`�'.` °-m°M-OUN7/1Lcom West Palm Beach, FL 33407 ; 15-085 �•,��/F�+S�� E�Co���•, ALTMAAuo JaLsi• 5 SHEET P.F... dL/fp'it1EJDATE 13 8 OF 20 "--POURED CONCRETE.OR _�•......_- POURED CONCRETE _ POUREO CONCRETE R£D CONCREiF CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE on CONCRL'1'E REQUIRED -BLOCK WALL REQUGLE0 BLOCK WNL REQUIRE'U ._.._.._._... BLOCK WALL REQUIRED =EX=NG GLASS EXISTING OtASS CANC TE 1 HORVt_11'2rw-l_ EXISTING GLASS / -' Y MIN - cmnNG GLASS (i 1610.0. 1.�._. "7 "— ''� ''TT[�""'' -'i 44N.sFASS JSE "ARN.SETMRNIOTTtkN TO GLASS{SEE To am(SFE 111�S p TO QAM(SE ' SO*DU E ON SNEt7 1/,9'x3'MNL.-...L,,, SCHEDULE ON SEEEr TO GLASS(SEE 11 FOR&ACE Q)At0 `++. ON SHXr 1e FOR 11 TOR MADE mAND Sy.K'"ON SHL'ET {goes Te)CONT. etAD6 QT Q9n FCR DIADE((LAND •_•. 0& r1�A7E.(ILOSERtlCATe 1/2.1.._• / ` BL,YFs�dOC� 1/2- T,&3 FCYt OF ) AT EITHER SIDE MIN_ 1/2'0. --^ Ij OF(D) / 6 USE I*OR 2`MAX. _...._.T itoxl/z-S.M.a—! 1 —„y.• (AS APPLLCABLE)X2'xt/e x0•-2• 1}10x1/2 S.N,S,_, _ 9 19^O.C. '" -�- --- 0 to`O.C. ALUMINUM CLIP ANGLE (606$-T6 ALLOY)AT MIDHEICM 4 4 — (1)j1ox1/2'S.M.S.Top& _ (2)1/4.0 TAPOONS ANCHORS TO SEE DETAIL X FD WALL AT I"O.C.(LOCATE AT tOR Q� SLE DETAIL X FOR•^ SIDE CONNECTION OR Q� EITHER SIDE.OF p) W OR SIDE CONNECTION �oR� TO TRACKS -0.&0 B .�« SEE DEFNL X Q. a 6 7 a t .6- TO TRACKS 4Y '7 a S ,()a ®6� �:•�y_,{� SWE CONNECTION �" Qa®•7O«6 t +�y'1« .�. p.p« ([)`1�«Q •�°'©`�« To TRACKS C63•Q'®«C?•C}'®« O'UT •�«Ca•O•�« a 6, a d�'Q�•�•�°'J C� ���yy'I®«�®,y'y®�"�'�,4•�J.�a 12.�,Yb,«,P#•lM,J1•,fi« a a �j,« 8+may a,�a� LJ•®«`l9'•'LY'-�'.a• «�� '4®7.Y9 L�Y.'�Ly"a'V�i�V a� Q � �`�«�` « .. �`'LY-®"�«�''lH'«Y7�� .END CQNNECTIQN DETAIL ! END CQNNEC ON DETAIL ND CONNECTION QETAIL Q END CONNEXTIQ DETAIL Q POURED CONCRE4 REQUIRED ONLY FOR SPANS OROgER THAN 12'-•0' ffi FROSTING GLASS CONCRETE BLOCK WOR ALL SSS 4 ..j MN.SEFA MON 8i i/2`S.M. r�y TO aASS(SIF d 16 .C. 1�, ARA7iON V aR® } }oR SCHEDULE ON sH1:E1' f 10(AA55{SFE 11 FOR ET 19 FANO CONCRETE t/?`MIN. Sial l RUS at IEEr - -- - ---- aN sTtEa:r 1s I't7t ANCHOR a - 11 FOTt lxAcf AND ___.._.......... .-.___ �..._ i oR �} �1 aAaF rD&® ,z a.c. CONCRETE .'.- '--'-- ON SIM 16 FOR 4 ANCHOR 5 ... OR}�' 6 16` 1/2 MIN. '_"-""•_ l 2"MIN. 2'MIN. / i 5EE A11DN5 OF USE FOR 6 OR 5 ^""_'-- �( 9LADE�ON SHEET 19 �oR�aR�OR}�IoR 1� vlEw,� (y 0R PLAN POURED CONCRETE DR OR ex�a®+7 g�e�.®a -..••_._. ® ,(��'(y7_��•® la1. lSe..T CONCRETE BLOC(WNLRECURED �� a�•(�.��®« 'p41`tJ''t9'"©'�« « € -ll®�� vii �a �,�a ©O•®«d•CJ•®« DE OR HV WINDOW ®�4®1«e� a «O,�7�•®«,�,,y�, �'�a®'�" 'tea CON CRET OR CO CREII OCK WALL, END CONNECTION DETAIL_ �•��®at �aLY'C7-END ONNCLQNDETAIL B ® �«®•1fl«@'� RONDA BUILDING CODE Non High Velocity Hurricane Zone ®2om CAsrERN METAL sIMY.THC. �CEN�:f9�'� /Ti IL � A111�1f�/�■ BER�A E co r>N t Accordion.Shutter System ✓1'iTk° FIV.RADE#1 W/OR W/O RV.WhUUN RADE TIWT TESTING# ENGINEER€NO COMPANY ATnQrI¢bn ^ahUtldr SystdtrJEt aFscRenoN 9A1T> DRAVH Tar ru $TATE OF :rt etas".3M,yT,yy 3b.UAr�n n , A9SOQIGtIOn. Inc. t 010 11-192 4 1J,9 IlA1O 4 t3 15 1'6«x.:(305)871-,530.r":(306)871-1531 4268 WGstroods 1) ve 2 a nrol:Iillaoanu.com DRAWING No ZONA11_V WALTERA-�6lriJr PX. West Palm BGach, FL 3340'7 ` ) _�$ Pl."46iIJ AT,URE/OATS FLORIDA U0.044167 se SHEET 0