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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 3. ��'i....'1 4 c ,�,�J� ����`i rx Y,�-; -.�3 4`� �.r?: �'v� 7,�'+s• �'�����:!!` 'G -��'-'�3 .. .Ioilda DepartmertQl SCIS Home Log In user Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map j Links Search Business ProfeSSil71"II Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 1-389-R8 �1 Application Type Re ' ' APR 2 8 Code Version 2014 PEWAITTING Application Status Approve St. Lucie County; FL Comments Archived p Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561) 209-8263. bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryShutters 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 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 © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Ddf 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 httn.0/flnriclnhuilrlina nror/nr/nr ann rltl n 4 Florida Building Code Online Page 2 of 2 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.Ddf 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,g'-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 sh r 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 1 HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist t:Yes Created by Independent Third Party:Yes Design Press e: N/A Evaluation Reports Other:Large mis a "D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.pd p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVI blade,8'-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 8'-0"for 110 p.s.f,for HV1 and HVSA working in unison.See sheets 7, 11 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- (top and bottom)for storm protection 084 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.Ddf 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 Nezt Contact Us::1940 North Monroe Street Tallahassee FL 3 399 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 mall.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- SCL'llCit'SSL•"Cltil']' htti)s://floridabuildinL.oro/nr/nr anti dtl.asnx?naram=wCCTTP.VXOwtDnvVVTT ?vTvxSIM-,xr a/1"/1)n1 dr� , GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p �• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85•USING ASCE 7-10 AND SHALL Nar EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D_DESIGN WIND LOADS AREA•1: HV BLADES n& Ql BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED„AS TESTED, WERE NOT OVER STRESSED,A 33 V INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFIOATION OF FASTENERS IN WOOD. Sl'STEbI COMPONENTS 21.-37 SHEET 3 ATL REPORTS: BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -FN BLADES 0214.01-03.#0715.01-03. 1004.01-05,#1214.01-05. #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA•2: HV BLADE(1)AND HV WINDOW BLADE �1A1 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0#0505.01-08 AS PER ASIA E-1886 AND E-1996(MISSILE LEVEL D,WINO ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2- EIV 13LADE(�i AND FIV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275'AND#14XIJ5'RESPECTIVELY,410-HT MINIMUM SEINES CENFERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS W17H 135.0 k.i YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEN ERMATE ALTERNATING DETAILS FN SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SIWl 13E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3_MINIMUM YIELD STRENGTH FOR 6063-176 ALLOY IS 30.0 ksi AND 35.7 IIsi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY_ MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 394 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO 8E ASTM A-307 GALVANIZED STEEL,OR AI51 304 OR 316 SERIES STAINLESS SLEET_WITH 35 STRENGTH.si MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 •8.METS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAULK AREA 3: HV WINDOW BLADE 64 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS C014TAPT WITH THE BURRING TO PREVENT WIND/RAW INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4• HV WINDOW BLADE(n ONE•( 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS RED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DMTE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e)THISP.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone �R!A.`T/�``i,,�' 0 2015 EASTERN METAL SUPPLY,INC. �1CFi� BERTHA HVTM Accordion Shutter System `t _ ® e>�c. ® L� ® ® RV BLADE#1 W/OR W/O RV WNDOW BLADE American Shutter Systems ZEV.N DESCRIPTION DATE ORAYIN BY: WL •J)• TETILLIT TESTING & ENGINEERING COMPANY OF Association, Inc. , OLD 11-192 4/13 15 DATe 4/13/15 (305)871-1530.Fax:(305)871-153, ��•• F ,• ': 6355 N.W.36th.SL,Eta.30.5,MRGINIA GANDF7T5.(LORmA 3316 Phan.: 4268 Westraads Drive z ._.R:Ote..®a.l.c.m West POIm Beach, FL 33407 s DRAWING No J,IN.• -••'Cj ��. A.TIL 7,9 15-085 .,,,FEE A L EN%0% WALTER A TILUf Jr.P.E 4 P.E. SEAL./iMI�ATURE/DATE FLORIDA U.. 44167 s SHEET 6. 1 OF 20 .. ill t nny aro FOR 1WROW 6IADE® �@ VARIES 1.918' 1.491' o o Max. .00" A P"" 0.454'- O O .09 N O 11 °56q. 4.385' C �v 1O HV SOLID BLADE ®HV UFLOATER FLOATm ®HV 90°/180° STARTER VFRED UNDER US PATENT QUALIFIED FOR USE W QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT 1 I DIN D x 6005-T5 ALLOY AND TEMPER AIRED 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19BLADE1 . 6063-TES ALLOY AND TEMPER 3.226' 1.500' 6063-TES ALLOY ALN1�O TEMPER 12a' 085 H v 670" 4, 2.670" ` 3.556" °1 �-) 67 .000" ry n6721r,' -994' ' 072' ro 842 oe o 0 4.897" a i3 on 815, 2092" HV ADJ. ADAPTER W/LIP 4.436' 12 ,.375' 0.072" 0.07 .920 QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK BLADE 01 QUALIFIED FOR USE W HV 9 HV TRENCH TRACK X55" 3.750' ©HV M. FLOOR TRACK 6063-T6 ALLOY AND TEMPER / QUALIFIED FOR USE W HV BLADE 1 QUALIFIED FOR USE. HV BLADE / 6063-TES ALLOY AND TEMPER BLADE(D ONLY. 1® HV RAINGUARD 6063-TES ALLOY A D TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ 1" 1.915' o T.936' BLADE 1 Max. VARIES 1.936" - TEMPER Max. `0 1.91.7 m .083' 0 083" ...083" .100 •083' c g .093' .093' ro m .060" 060' .060" o "j 670 •� N .D93" .093' ), 14 mL�y. 670 1.686' 0 w1A 670 3.520' 5 - 670 o/q. 11 HV CEILING HEADER 1® HV HEADERVSILL 13 HD CEILING HEADER/SILL 3 79" q LIFlED FOR USE IR HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(1 ONLY / � 6063-TES ALLOY AND TEMPER" QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER _ BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER } COMPONENT A 0 T1 T2 X Y IAN XMN.YMN.t ,' 1' 0.062' 2" 2' 0.125' Q 2" 5'MAX. 1/8" 1/8' 3' 3' 10.090- M .090' ;USE 18 2" 5"MAX. 0.192' 0.192" -Q�UALll w/ HV All ANGLES IS C4- RNER POSTS 19 2.5" 7'MN(. 0.790' 0.190' BLADE 01 QUALIFIED !a O USE W DB OORREUSSE W/ HV 6063-76 ALLOY AND TEMPER B An -IES ALLOY AND TEMPER � 2" 5'MAK• 0.139' 0.131" FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone N.T!L(jT�, ©2015 EASTERN METAL SUPPLY, INC. BERTH MV �pENSFTM �� zzpp �o Accordion Shutter System [10 b® 16a c. ® 0 ® IS H.V.BLADE#1 W/OR W/o H.V.WNDOW RME = = American Shutter Systems IEV.N DESCRIPTION DATE DRAWN 8Y: M.L.�1�; �!"� = TIWT TESTING & ENGINEERING COMPANY S`IATE OF ; ` 6355 N.W.36th.SL.St°.305.MRGMIA GARDENS.FLORIDA 3316Association, Inc. 7 OLD 11-192 4/17/15 DATE: 4/13/15 Ph°n°:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No O,� FLDP�O .`'G� °-man 00006719°Om West Palm Beach, FL 33407 s FiS••.......•.�K`�` WALTER A"ILLY Jr.P.E 4 15-085 rry SIONAL 1N FLORIDA Lia U 44167 5 SHEET P.E. SrMit/fxdChAVrY E/DATE 6 2 OF 20 ii I 4.660" .929" _ 4,5 6" .745" 2.293' FLAT HEAD/ 1HREAOFD HOUSING EWMEL 224 3" .745" j33 S..M.S. SPITED'PAINTED 1THREADDRD DIE CAS FIRMIEL BAKLD PAINTED' a� o 'y o "I fS5 TURN 'O a aD O OB..062" O 875".318 __&KEYS DERE (1.11ROME PLATED) 21 NV CENTERMATE ss. RR' 060 Palm) 6. 25 ® V O ® Hb EGRESS LOCK LIMED FOR USE & 1�ONLY UI HV FLOATING CENTERMAT, 0�',� 3' ^ 5" QUAUFlED FOR US / HV QUALIFIED FOR USE W/ HV -T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE(9& 1A ONLYBLADE ONLY. BLADE 10&®ONLY. 6063-T6 ALLOY AND TEMPER (2� HV CO,RIdEENTERMATE _ Q AUFIED FOR USE W/ HV BLAOEQI ONLY 250 O.D. 2.87h' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756" .922" 2 MOLDED TO n 4.045' - SCREW 2.079* 1.753" AFTER RIVETING ,.aBD .825" 4 BEFORE RIVETINGo OS1/4"ID-20 x 3/4" S.S.oe THUMBSCREW 1 40-20 RIVNUT* psa m m in SERIES 9444 ALUMINUM(2024-73 ALLOY)TARGE FLANGE THIN I 2 I i m m m SHEET NLI SERI.PART i 0820.AS MANUFACTURED BY AVOEL .822" PLAN `y FRONT ELEVATION HV MALE "T" LOCK CENTERMATE ^ 4.566' CHERRY TEMRN.PARMPPENY,NEW JERSEY 07054 OR EOUAL © ® " " HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ D BLADE 1OONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV QUAUFlED FOR USE W HV BLADE 1 ONLY 6063-Ts ALLOY artD TEMPER QUALIFIED FOR USE W/ HV BLADEC)ONLY QUALIFIED FOR USE BLADE 1 ONLY. / 0 6063--T6 ALLOY AND TEMPTR' W/HV BLADE OI ONLY. 6063-T6 ALLOY AND TEMPER 7.917 � 1.9,17" .5r' 3.161 - m m 43 THVMBNRN .063' .062" _ 32 1 IYYCYUNCYLINDER DER OR .214" v 083 .214" ^m .545' 0.875"Ain. .12s'Max. ® HD CENTERMATE W NO LOCKING ROD ® HD CENTERMATE W mLOCKING ROD .aD "' o Occ g 1 QUAUFlED FOR USE W/ HV BLADE 1 & A QUAUFlED FOR USE W/ HV BLADE 7 & 1A O 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT 804' - r o 6063-T6 ALLOY AND TEMPER m �+ VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE 1Q& 10 m /4•o-zD ss.oR 3/B•o-,e 1.130• 6063-T6 ALLOY AND TEMPER _ ACETAL THUMBSCREWS. 31 2• _ THUMBTURN (SEE DETARS / CYLINDER O _ OR KEY 315 1.57_Min. CYLINDER ® LOCKING RODLS * 176 Max W 375"0 1/4.0 ® HD LOCK m Q6063-T6 ALLOY AND TEMPER HV 3/8"�-16 ACETAL HV 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23.33 HOOK BOLT LOCK. 6 FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEO&& A �LLED.AT TRACKSTION FOLL R PROPER EQUIRE A MBED ENIT THUMBSCREWS BLADE 10 QUALIFIED FOR USE W/ HV BLADE 7Q FLORIDA BUILDING CODE(Ron High Velocity hurricane Zone •• ©2015 EASTERN METAL SUPPLY,INC. BERTHA HV7m m ® ® Accordion whKttCTSm1rEC® INC. Ao ® HvBLH.V. jC � = Am61T'16GE1 Snuffer SyS$emsFSBY: M.L 6356 N.W. 616. S1o,30.5• 17�TE� W TILLIT TESTING & ENGINEERING COMPANY EV.N 1 A:• S 04 Association. Inc. 1 OLD oCEP00N DATE DRAWN 11-192 4/13/15 DATE 4/13/15 Phone (305)5)871-1530.Fax:(305)877-1531-153 tf VIRGINIA GNR0FJV9, 3316 4268 Westroods Drive z 1 DRAWING No �FF"'•••••••"� a-m II:tilts G.W.aam West Palm Beach, FL 33407 3 M-00879 k,,,SSlOLNA,\\\\\\`\ WALTER A TILL1f1Jr.P. FLORIDA 15-085 P.E. SEAL/SIGNATURE/DATE La'fl 4x167 5 S(iEET 6 3 OF 20 (SHUTTER ASSEMBLY SCICHEDULE FOR 3/B"m HV O HV Vim' 12•MIN. CE 41 40 3 TO BLADE P 1 .625• Q HV BLADE 1 i cE 1p .1875• ' ® HV BLADE 1A �3�i I W WINDOW BLADE 0625` EKlmion 0625'1 .0625' wFO11.N x-x ® HV LONG RECESSED NYLON BUSHING y III n KNUCKLE 0 OPENIN .40625' 1875' Y 3 a o¢ a (T•P) 0.0625• Q HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (DOR® �y� I FLAT BLA QON at R7.75��j 3 50' 4 W WHEEL CARRIAGE AIS( 302-303 SERIES I r 2.750' X 0.870"x3/16"THICK NYLON WHEEL 3 I; r i N 2 7/e'MIN. HV WINDOW 0.188"0 ASI 302 SERIES S.S. RIVETS 315'0 SEPARATION 03.0 BETWEEN .0625' ,0625' 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o o CS ON C BLADE :E 5 3/ERS aFP x-Y ® W 2 3/4" ACCORDION PIN W/ #8 HEAD * j�%. �4 "� 2 1/y° FxFe7500' ow ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i ii a TYPICAL, HV WINDOW BLADE 1C�A AND l OR I n ' ' 39 I ` 38EN.r.s. POLYCARBONATE HV WINDOW DETAIL (a or ®3 '((SEE NOTE FOR REQDIREMENTS) 1OOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROL0 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE'KNUCKLE FOR I 1T0 MIBLADE ME INNOVATIVE PLASTIC LEXAN 103 RESIN HV n Q OR ® i I ! (SEE NOTE "F" ON SHEEP 19). o I I . (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q 0 �'1 j ! POLYCARBONATE SOURCES FOR 44 HV ® BLADE. EXTERIOR APPUG.SIp RMU TYPICAL SHUTTER ASSEMBLYPrAL _ N.T.S. HV IN 42 OR 43 AT TM P �6 6F7Ff¢a10E /mom (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT ExT�IOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE'S KNUCKLE, xmmreL (SEE NOTE* FOR sPECOtC MVIFY ASTM 0792 0,.43 IbA.' 6043 Ter' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 04„ ® 3 REQUIREMENTS) TYP. ; TENSILE)IW mm c01 Am Dwa 9.400 o-s:. 9S00 p....L (3 HV PIN OR 3 W 1/2" O.D. 1/16" THICK S.S. WASHER ® " STRENcn1 w YW ASTM m90 12,5.. 60 p.,.L 13, . 'a ) © © / I / I ' i i FUDWML M.WLUS ASTM D790 3{0.000 pet. 30.5.000 p-s. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X > !I j upacr I wmcKm 1zoD a M M56 18 Fr-mr 17 ff-/, SHEET L1RC N�,,;�,,;,•�SHs$.CIFT�tRICS; WHEEL CARRIAGE DETAIL SMOKE DF ASTM DM43 47.2 x 64.5 R MW N.T.S. ASSEMBLY LAYOUT PATE OF B ASM D835 C-1 awsS o-1 u N.T.S. SELF 1GNMON AMM.DIO29 1010'F 080'F ASTM 6155 TENSIIE SIP.ENGIH AFiFR IVFA71ERING ASIA 08 9102 p.a.i. X90 paJ. M HV BLADE SOLID & HV WINDOW BLADE DETAILS TE'gH-E.BEFORE 1 N° �""'B 646, oefi0 ppl. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM _ ® a Accordion Shutter System _ ® 1B m ® H.V.BLADE#1 W/OR W/0 H.V.WINDOW RADE S !J� TIWT TESTING g ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPnON DATE DRAWN EBY: M.L. ,(ATE OF 8355 N.W.36tH.5t.,St 305,VMGINIA GAR.ENS,FLORIDA 3316 ASSOCIatiOfi4 (TIC. 1 OLD 11-152 4/13/15 DATE 4/73/15 PhOnO:(305)871-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 e�".. ORIDp ��� a-m.D:slteco®aolcom —.3DRAWING No S 6 West Palm Beach, FL 33407 F s QC [F.E. '' sBNA�'0A WALTER 0.0nLLIT1J,PZ 4Id�OVJFLORIDA Uc.g 44167 5 SHEET 9tWt fflWVURE/DATE 6 4 OF 20 SG'© * ON HV LOCKS Aft-CENTERMATES: a B tc u n s T B I .MANDATORY CONDITION _U ONE HV LOCK® ®SHALL BE USED AT 1/2 OP SHUTTER SPAN FOR ANY SPAN R 12"ABOVE ORB OW 2 OF SHUTTER SP FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY EVATION. HV LOCK�or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO©1 OR NTERMATES W/(2) 1/4'0-20 x 1/2"LONG HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON PICAL SHUTTER ELEVATION. 16 •IF DESIRED BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO KV xmm AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ---��°'� OR&SHALL BE AS INDICATED ON NOTE(1)ABOVE V F LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-1Na v 3. OPUONAL CONDITION 2 D ONLY WHEN MANDATORY CONDITION fill OR o s $2 IS USED H.V_ LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,BUT MAY 4 oI 5ORg6 oR i&0 oR( °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS�OR AN ALTERNATIVE DEVICE V__ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDRION A2 ONE HV LOCK® r®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN aB0 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ATTACHED Bo®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG f1AT HEAD S.S. M.S.TWO LOCKING RODS ylyo xnrrxvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p y— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V RE o vmioRi; .,5 M(/.MM 6u- 15.3ST TIOONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND 1Q °O- ° .� � INNS AT ANY ELEVATION.AL ERNATE LOCK® MAY BE USED AS AN 114SIDE OR OUTSIDE LOCK.ATTACHMENT / £ s3�a £�� OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. / t xQe-elY� =3: x RNNUr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO l / SEEN ; LOCKS AT 1/3 OF SHUTTER SPAN. ®" 6. ue1JpATORY CONDTIION 43 FOR KEYSTONE MOUN17NG INSTALLATIONS; ONE HV LOCK®or®or®SHALL DE USED AT 1/2 OF SHUTTERSPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON MF H SHEETS 10& HEIGHT FULL 1f 'NOTES ON HV "T" LOCKS AND CENTERMATES: rarulDn W� OF CORNER *NOTES SECOND ALTERNATE TO MANDATORY CGNDR10N#1 VALID ONLY FOR HV'r LOCXlnf AND CENTERMATES®AND CEMERMATE ONE ALTERNATE W'T'LOCK(i�MAY BE IN ALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND ©°x®aR©+OoR®aRtD +QaR I STALLAl10N AT ANY ELEVATION.AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10*QS oR Q+�3 aRQ+Q oa CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGINUT OR MAXIMUM ABOVE D4 BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND 8-RIVNUT. LOCK MAY BE INSTALLED BOTOM IS MANDATORY. OR 12' + 8 oR 1 + 8 oR 8 + 7 oR NOTES ON HD LOCKS �c CENT�ERMATES: � 1.11D TACK IN W/HD CENIERNATES OR 3 WR /Q3A ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICALC BHV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®Is W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN bN SECTIONS HOB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®Is COWPLETTIY OPTIONAL FLORIDA BUIWIN CODE( on High elocity Hurricane one A.TI��/// ©2015 EASTERN METAL SUPPLY,INC. V\CENSE T`�9' 131EIRTDIA HVTM -- =: 1 E C® II M ® ® ® AccordionOR Shutter System liv RADEE#1Ww/ w/o Itv tiaMM BADE American Shutter Sysfems EV.n DESCR1FRON DATE DRAWN BY: MJ_ TILER TESTING & ENGINEERING COMPANY "o= STATE OF �` 6395 N.W.3618 St"Ste.305.V=114%TJWOENS.FLMDA 331 Association, Inc. , OLD n-1 sz 4/13/15 DALE 4/13/is dR� Phono:(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No 4� ` °—moil:tinccoO°al.com West Palm Beach, FL 33407 3 S ' '. ```c F9-0006719 15-085 '/i/„�ONALEI���.``� WALTER FLORIDA Uc If 44167 9 SHEET P.E. SE'tftlmg%RE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE•SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET 13) REQUIRED 1/4.0-20x3/4"S.S. CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 1$ R�(A EY9foNE(SFE uouNnNG bVi oN SHEET 7) SHEET 13) 4NLRS12'O.C. (SEE ANCHORS SHEET 13) 1'12 OR 14 Min• 1 4"0-20x3/4"5.5._ Q EQ MACHINE SCREWS __USING t/4'-20 NUTS2' ® 12'O.C.2'E D* .250•Max. __ _ 13 nR 5 ___ 1.3 DR 15D ___ .250"Max. '� I axeED i t .D.• I I OPTIONAL I, i I 11�� I I III PrIONAL I � I TM"o�(s¢ I I I I'71�PoR'H�m '1I 1 OR ®� i I MIN.SEPARATION TO GLASS I ON sc>:f is FOR Ili l 1 EXISTING'(—(SEE SCHEDULE ON SHEET 71) I IXiN"moi FA2F50�® i i i MIN.SEPARATION TO GLASS GLASS 41 'I—'(SEE SCHEDULE ON SHEET 11) t I I EXISTING I I t l HV WALL HEADER INSTALLATION GLAss— ©HV WALL HEADER INSTALLATION © HV WALE, HEADER INSTALLATION + KEYSTONE IXISRNC I I ' MIN.SEPARATION TO GLASS ' GLASS---I MN.��� I I I ® I I I I SEE SCHEDULE ON SHEET it) I m anss(SEE I I i i I l 1 OR iON .. MIN.SEPARATION TO GLASS I'i ' t ix�S� I '-- 11 FOR ® I I I I (SEE SCHEDULE ON SHEET 11) I I I I I iat RSL 19 FOR I gym&® I 1k11 onmrlc I OPTIONAL GLASS— Max. 14 ills OPDONAL i i' 1/4'Max. 13 O OR 16 13 OR © -- 19 TE.-- 12 OR® 1/4'0-20x3/4.5.5.PHIWPS TRUSS HEAD 4"0-20x3/4'S.S. PHIWPS 18 MACHINE SCREWS USING CONCRETE ANCHORSUSS HEAD MACHINE SCREWS 1' 1/4•-20 NUTS 0 12.O.C. (SEE SCHEDULE ON W/1/4"-20 NUTS 0 12'O.C. POURED CONCR (SEE SCHEDULE ON HEFT 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCR LOCK CONCRETE ANCHORS REQUIRED WALL RE IRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) F OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBIN6110 OF SECTIONS• INSTALLATION DETAILS W1 1—SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ASSEMBLY O SEE E(0OONS OF USE FOR H(�Y 2—MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) BLADE to ON SHEET 19 I�♦ BLADE IN ANY WAY TO SUR ANY INSTALLATION. u11HUrr FLORIDA BUILDING CODE(Pion Nigh Velocity hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. \GENSF .�' BERTHA HVTM Accordion Shutter System 1 E C® INC• ® ® ® Hv BLADE#1 W/OR W/0 H.V. WINDOW MADE American Shutter Systems N OESCRPfLOM DATA DRAWN BY: M.L TE OF - TILLIT TESTING & ENGINEERING COMPANY .Q. Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 ��� 635.5 N.W.3 6N.SL,5ta J0.7,YIRGPW aMDENS,FLORIDA 3316 L�plg4 k7 r Ph—: (305)871-1530.Fax:(305)871-1531 426$ Westroods Drive 2 DRAWING No ��iFs$% �1G�`�`��` a-m�®—uo0s®ieL`am West Palm Beach, FL 33407 3 15-085 rrrONALLEp�` WALTER a TIWr Jr.P.E. s SHEET P.E. SFALIgs"A"TURE/DATE FLORIDA Uc.B x4167 6 6 OF 20 CONCRETE ANCHORS I I 1 ♦ I i ) I /'� i MN•sEPARAnav POURED aGtL SFPARAIIQH I I I 1 1 OR I i i I I CONCRETE (SEE SCHEDULE ON SHEET 13) I m aass(SEE i i E705TING I I I —l1J i. m GLASS 1 I SOEDI.IE atI SIfEf I I I 1 I($SCNFDLLE ON I 1 REQUIRED EDGE OF 11 FOR BODE CARD I GLASS—I .sTPAPRRaR ' i SHEET 11) ; I SLAB IF ON S11FEr 10 FOR I i I m RW/DPLICABLE IXIGSTINS$G� ®oOEfiOx rSO tq ANCHOR l �i i EXISTING z i LOCATION i i i i I t t GLASS-' I Em$10x3/4HIX WASHER H[AD i I I I i 11 OR 13 OR 1 Jr' i 3/8 MN. TEK SCREWS 0 12'O.C. j 8 I�GFCONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E EAPPLICABLE GE OF EXISTING i •I i iiiEDGE OF--t SCAB IF GLASS—� I I i I SLAB.IF I �I X1/2 -i+-1 EDGE OF APPLICABLE .SFPAP�rn I I APPLICABLE .0. Q. APPLICABLE I LE POURED POURED FIAT HEAD CONCRETE ANCHORS m ULE (SEE I CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEET 14) —I t�w 9 PON ♦ PGUREO REQUIRED REQUIRED FLAT HEAD CONCRETE ANCHORS a�oa® iQ OR corcR ED 11 .TRENCH INSTALLATION 1 I REQUIRED E. (SEE SCHEDULE ON SHEEP 14) .. VALID ONLY FOR UP TO+70, -75 PSF A-S.D. ® HV FLOOR INSTALLATION t �HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 (SEE SCHEDULE 0 —'iIIIi'—ro(OstNE SsHaFkTnmYmlcl t I 1i1 I l i II Ra O1 i iI il i1ii iii I Ii 1M/A4x•.O ='iI - IiI r}I iI I1 IIi 1 . EXo C;LaJ-r o' APPLY (NPO •'II.II /470 TIN BU16 TAPOON W/ LI SHEET 15) ADVANCED THFORM EXISTING NG TECHNOLOGY OR 1/4'0 POWERS GLASS STPAR) GA55--I FASms TANCHORSGLASS (SEE ON CONCRETE ANCHORS IXISNm 1 3/4•MI EMBEDMENT o 6' 0 (Sa:EaON •O C. UP TD SPAN AND a .Qp SPANS LARGER 6,-a• SEALANT AT ENW FASIPaHADTTa (m.)(SEE NOTE .. t tt ON BEET 11 1/2. e Z*/Z I a I I WASHEOx"R MIN. E. I i I i caNr.5&JANT 111RgODNS 3/8 MAX. it Mw. I TEK SCREWS 12"O.C. tr. 74x3/4° HIX HEAD i' �- 1 8' F I I :• *. '" t/a°0-20x3/4"55 NS TIX SCREWS®9'O.C. _ _-- _ _ =I I I OR 1/4°o-20 S.S.M.S. i _ _ O 14x3/4"S.D.S. -_ = I 1 I 7 4' �: usIHG I 2o Nurs CONCRETE ANCHORS 6 + 7 3/a :.;C��: +,�'' / W/NUT G7 9"O.C. i (SEE SCHEDULE ON n 1 a 9"O.C. 1 Mak. •! 0 12"o.c 1 SHEET 14) •�R. EKSTI�TT,12N STRUCTURAL ______ )]oR 1" IS 18 1/2' 2.G0'•blif.`-r> WELL NTRIM DDECORATNE 17 R 7 EDGE OF ,U: Y SILL) IIT i SLAB IF 814x3/4'F.H.S.O.S. .MIN: { 1 7/6' 1 7/8 APPLICABLE m 9•D.C. a—POURED CONCRETE CONCRETE ANCHORS SEE NOTE 13(b) _ REOLuREEI D POURED CONCRETE (SEE SCHEDULE ON ON SHE1 E£NOTE 1 ET 3(h) •?• D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 REQUIRED OR CONCRETE BLOCK OFTIONAI. POU REQUIRED 9 KEYSTONE MOUNTING INSTALLATION R HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.RCESIGNSPA PV-0" ie4,-72 pa REQUIRED MAXIMUM SHUTTER SPAN s' " HV RAINGUARD INSTALLATION tTHIS INSTALLATION NDS BE OCOMB N T ON OF SECTIONS, s _ REMOVABLE WHEN PERTIONS OF USE FOR DISTANCE ADJACENT TO AN OPERABLE EXIT O SEE UMITA 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATIONASSEMBLY DETAILS W✓ O HV B LA®E 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Edon High Velocity Hurricane Zone ,`���Aa•`CL�A:.11<<I�'7j7J� ©2015 EASTERN METAL SUPPLY,INC. �CENS�c.Jp%y BERTHA H W TM Accordion Shutter System KV. MADE#1 w/OR W/O KV.Wl=W RAX T1WT American Shutter Systems DESCRIPTION DATE DRAWN BY: MJ_ ��7 C TESTING do ENGINEERING COMPANY 'G•'. ��ATG OF 6M N.W.36N.St.,Ste.305,%?LIMA CNNENS,R.RNA 3Jl6 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/1$ F'•.• OR Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No \ e-.61: West Palm Beach, FL 33407 3 EB-0006719 15-085 WALTER A TILLIT Jr.P.E. 4 P.E. SE�IitfSlv"NA�URE/DATE NORIOA u`®aats7 6 SHE -OF 20