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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 IZ"ti?'t h C t >« 2 (n�•�:F'. ,. ,ter..,-.:�513tJ._,,.� `...�,�cz�a�e.�.A�^} _.,ter�T.z S? ,'�i��Sbti.:...�:.�;� ,� ��' .. � .f.�.•:: `. k� � HOIlda DepartmentQl BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats& acts ! Publications f FBC Staff BCIS Site Map I Unks Search Busin es�rU Professidnal ll m Product Approval �"�USER:Public User Regulation �: Product Aoorwal Menu>Product or Application Search>Application List>Application D tail �",E�z r—ij, E 1; FL# L389-R8 Application Type Re ' ' APR 2 8 2016 Code Version 2014 Application Status Approve PERrAITTINC. St. Lucie County, FL Comments Archived 0 Product Manufacturer American Shutt r Systems Association,Inc. Address/Phone/Email 4268 WestroadE Drive West Palm Beac 1, FL 33407 (561) 209-8263 bfeeley@easterr imetal.com Authorized Signature Bill Feeley Irodriguez@east rnmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Repo t from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation R2port-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit, Ir.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Acc�edi ation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevi h,PE 0 Validation Checklist-Hardcopy Received s Certificate of Independence FL389 R8 COI JV ACCORDION CI NONHVHZ. df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,2 03 1994 Equivalence of Product Standards Certified By Sections from the Code httn.'//flnriciahniiciinor nror/nr/nr nnn rltl n i')')iIni K Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Optio 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 Desc ription 389.1 Bertha HV Accordion Shutter- Extru ed aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (topnd bottom)for storm protection 086 Limits of Use Instz Illation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086. df Approved for use outside HVHZ:Yes Verif ed By:American Test Lab of South Florida Inc. Impact Resistant:Yes Crea.ed by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL38 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086. df positive ASD load and 13'-0"for 35 psf negative ASD load Crea ed 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 sh r other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extru Jed aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top i nd bottom)for storm protection Limits of Use InstE Ilation Instructions Approved for use in HVHZ:No FL38 R8 II A.S.S.A. INC. DRWG.15-085. df Approved for use to HVHZ:Yes Verif ed By: American Test Lab of South Florida Inc. Impact Resist t:Yes I Crea ed by Independent Third Party:Yes Design Press e:N/A Evaluation Reports Other:Large mis "D".Max.Span is 16'-0"for 30 FL38D R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV. df p.s.f negative ASD load depending on centermates and Crea ed by Independent Third Party:Yes locking rod configuration for the HV1 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 HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extru Jed aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top i nd bottom)for storm protection 084 Limits of Use Xnstp.Illation Instructions Approved for use in HVHZ: No FL383 R8 II A.S.S.A. INC. DRWG.15-084. df Approved for use outside HVHZ:Yes Verif ed By: American Test Lab of South Florida Inc. Impact Resistant:Yes Crea ed by Independent Third Party:Yes Design Pressure:N/A Evaill.ation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL38 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084. df 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 Nert Contact Us::1940 North Mo nroe Street.Tallahass a 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,ddress 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 emails provided may be used for official communication with the RcE nsee.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 ca �be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 5eLR1Ctt.:i1LTttE'S https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX wtDavYYHH2vJvx53Mw... 4/22/2016 r 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. c 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 CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)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 A.S.D.DESIGN WIND LOADS AREA•1: BY BLADES C1)& QAl BY MULTIPLYING THEM BY 0.6 IN ORDERTO 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.E.D„AS TESTED,WERE NOT OVER STRESSED,A 33 7 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 VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 00214.01-03.00715.01-03. 1004.01-05,$1214.01-05,00317.02-05.00609.01-10 AND$0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-2: HV BLADE n AND W WINDOW BLADE1,CA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPOCABIW. -HV WINDOW BLADE ®00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 0 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 HV BLADE(D AND HV 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 074x2.75'AND 014x1.75'RESPECTIVELY.410-Hr MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 SrAINLE55 STEEL SCREWS WITH 135.0 If YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FIV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 6i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 RSCflEDOL7-CONCRLIL &-BLOC 6.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi 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 BE ASTM A-307 GALVANIZED STEEL,OR AIS[304 OR 316 SERIES STAINLESS STEEL WITH 35 k9i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 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.THIS BERrHASUPPLY. H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 06'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR M PARI BY U.S. N .PATENT 05'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 METAL SUPPLY.INC. , hA 9. R SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 7D INSURE PROPER ANCHORAGE CONTRACTOR TO SFliL/CAULK AREA 3: W WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CON1•ACT WITH THE BUILDING TO PREVENT WIND/RAIN 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 CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. AREA 4: W WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURERS 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.HERNIA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(o)THIS P.E.D.PREPARED BY THIS ENGNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., 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)THIS P.E.D.WILL BE CONSIDERED INVAUD 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 (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ++1+r FLORIDA BUILDING CODE(Mon !High Velocity Hurricane Zone •(Eft A,j/�'7., ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System o: - _ 1 C® e as c. m ®8 1 irk KV BLADE#1 W/OR W/O H.V. WINDOW MADE American Shutter Systems .N DEscwvnoN DATE DRAWN BY. NL •3L; rE X�a TI LIT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 11-192 4/13/15 �F 6395 N.W.36th.SL,St.305•VIRGINIA GARDENS•FLORIDA 3316 DATE 4/13/15 ' Phoso:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z o- 17:Ote..0-1.mm West Palm Beach, FL 33407 s DRAWING No %S;�NAL ENG,��`` WALTER A.TIWT Jr.RE EB-00067 9 15=085 FLORIDA Ue.0 44167 5 SHE P.E. SEAL��iNAYURE/DATE 6. 1 .OF 20 .. 3'0 FOR MNOOW B E® @ VARIES 1918,. 1.491" Maa 1.200" .09 a 0 4.999" Rq r, 1 ED HV SOLID BLADE 375" m .�, ®HV 0° STARTER 3OHV UNIVERSAL FLOATER 18 VERED UNDER US PATENT QUALIFIED OR USE W i. QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT C� 1 I OW D 6005-T5 ALLOY AND TEMPER ALIFIED F 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE Q1 . ® 6063-T6 ALLOY ANNULI TEMPER 6063-T6 ALLOY AND TEMPER 3.226 1.500 •124" 085" a o '6�• 670" y� zs70" ` 3.556" 'a �-) 994' 6 1.000" �! v .670' 2226" � 072' N 842 . 4.897' o n ^1 ng2jYe 2 is, 2092" O7 HV ADJ. ADAPTER W/LIP 4 o.a72' 1 436 - + 1J75' D.mz" 3.22x' QUALIFIED FOR USE'W/ HV ®HV WALK-OV ER TRACK ©HV ADJ. FLOOR TRACK BLADE Q QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK 55 3.750- 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY ATTD TEMPER BLADE( ONLY. HV RAINGUARD BLADED 6D63-T6 ALLOY AND TEMPER lj�( FOR USE W/ 1" 1.915' Maz VARIES 1.936" - TEMPER 1.917" 2 az. 083" 083" 083" m .083' m .093• .093" ro m m .100' n .125" d iv a .060" .060" n gr .060' 670 �� o .093" 093'• a2j4 214 .060" ro 670' 1.686" t 670 3.520" c 520' 670 2 p. 1 HV HEADER SILL 3529 91 HV CEILING HEADER ® / / O 13 HD CEILING HEADER/SILL Q IFlED FOR USE 4V/ HV BLADE(1 ONLY, QUALIFIED0633RT6 USE AND BTEMPERI ONLY QUALIFIED FOR USE W/ HV BLADE tO - 14 IID WALL HEADER/SILL SEE SECTIONS FOR VAUDfTI'- SEE SECTIONS FOR VAUDDY_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER _ BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER X T1 Y COMPONENT A B T+ T2 X Y t MN XMNY MN.t 1' 1" 0.062' 2° 2" 0.125' 17 2" 5"MAX. 1/8" 1/8" 3" 3' 0.090" 18 2" 5"MAX. 0.192" 0.192" -- �US �USEW/ ALUMINUM ANGLES +9 2.5" 7'MAX. 0.190" 0.190• 0 FOR�USEW/ BLADE Q7 QUALIFIED FO USE W QUA6063-T6 ALLOY AND TEMPER B 2" 5"MAX. 0.139" 0.+31" 606-6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Ilon High Velocity Hurricane Zone ��o�•� p;T1L(�T J,,��� ©2015 EASTERN METAL SUPPLY,INC. BERTHA H @7 TM � P�'•��t;ENSF''9 's � ® ®�® ® 1 6 L e E C Accordion Shutter System `_-t •�---.-- ��c. H.v eLaoE#t w/CR w/o H.v IMrpow BADE =A= American Shutter Systems Mv.Nc DESCRIPTION DATE DRAWN BY: M.L E TILLIT TESTING & ENGINEERING COMPANY Association. Inc. , OLE) 11-192 a/13/1s DATE a/13/79 :�_ STATE OF �,1 W55 N.W.361(,6L,SW.305.VGARDENS,i 3316 Phan.:(305)871-1530.F"Fax:(305)871-153-t53 1 4268 Westro0ds Drive z DRAWING No O� .•FLDRID •����� -.11: 67'9 aam West Palm Beach, FL 33407 3 15-085 SS/ONAN,�e.���`` 8-000 WALTER A TIUIT J,P.E. 4 L+,/Ed6ddY�`a`��2E/DATE FLORIDA ua p 4.4167 5 P.E. ?VkSHEEP 6 2 OF 20. 4.660" .929" 1/4'-20x7/' 1/4•-20 DIE CAST 4.676' 745" 2.293' p. - FIAT IRAD READED HOUSING UMEL 1/4-20 2.293' .745" SS.NS. BAxEO PAINTED e (2 TYP.) o THREADED raos�NG ENAMEL o m5 m y` 6 m BAKED PANTED' u�i v o '.t G S\ (�f ^� iq m n GR65 TURN Ft _ KNOB. .062" C1 •'l o _ no o6ti .316 VGRASS _ 02�1i- m 8.454' _ _ v • m PLAKEYS TED) NDERE ( NE PIATFD) 29 HV CENTERMATE ss, c, osO 325 ® V 0 ® HV EGRESS LOCK LIMED FOR USE & 1�ONLY �`) V FLOATING CENTS M TE m5°y UFT 3.023' 75' QUALIFIED FOR US / HV QUALIFIED OR USE W/ HV -76 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & to ONLY �' BLADE ONLY. BLADE 1W&®ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE Q AUFIED FOR USE W/ HV BLADED ONLY 250'O.D. 18" 2.674' 6063-T6 ALLOY AND TEMPER PLASTIC AD •oa 1.758' .922" 2 MOLDEDD TO I. � ifi V 4.045' SCREW 2.079' 1.753" in .o .360'AFTER RIVETING 1.000' 'ion p6T• P n .825' N N iN� •O6, o �/4"9-20 x 3/4" BEFORE RIVETING �1 M" " �� " 1 4"0-20 RIVNUT* • S.S. THUMBSCREW 1 A8a SERIES 9434 ALUMINUM(2024-73 ALLOY)TARGE FLANGE THIN SHEET NIl15ERT,PART$0820,AS MANIIFACEUftID BY AVDEL PLAN FRONT ELEVATION HV MALE n'T" LOCK CENTERMATE - .566" ar rE HV ALTERr NEwOV'ELr e70sK Ea ® " HV "T" LOCK ® HV ALTERNATIVE_LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1Q ONLY ® HV FEMALE T LOCK CENTERMATEUSE W1 QUALIFIED FOR USE W/HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE QUALIFIEDBLADE 1 ONLY. HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM 1.917 W/HV BLADE Ql ONLY. O .5' 1.917 • 1.917' 3.161 m� 43 THUMFTNRN .063" ' GYUNDER OR .214• .083 _062° KEY CYLINDER 214' n545' 17 1 t 11 11 C a' h �D • N 0.675'Min. n .40 O r 6 1 .125'Max. ® HD CENTERMATE W O LOCKING ROD ® HD CENT RMATE W LOCKING ROD O o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & to 6063-T6 ALLOY AND TEMPER ® HD CENTERMATE'S INSERT m o 6063-T6 ALLOY AND TEMPER VARIES,12°MIN, QUALIFIED FOR USE W/ HV BLADE 10&0 t/a'm-zD 5.5.OR 3/B'm-16 1.130 6063-T6 ALLOY AND TEMPER THUMBRIRN ACETAL THUMBSCREWS. f1/2" _ -_ CYLINDER (SFE DETAILS DO _ OR KEY CYLINDER t1S N 1.57 Min. 1.76'Max. ® SOCKING RODS HD LOCK Q O 375'0 6063-T6 ALLOY AND TEMPER F) HV 3/8"0-�S ACETAL 3 HV /4!' 4A-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. D5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEQ& G LLED AT TRACKS FOR PROPER EMBEDMENT / (ppEQ QUALIFIED FOR USE W/ HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L A/i ©2015 EASTERN METAL SUPPLY.INC. BERTHA H V TM � Acordon5hutte�ystem ® �� � �W/o � BLADE ECOIN.. ® ® ��/ ,t,,,�•- c American Shutter Systems Ev N D TILLIT TESTING & ENGINEERING COMPANY y ASSOCtOtlOnx Inc. 1 OLD 11-19 11-19DAT[ DRAWN BY.2 4/13/15 GATE 4/13/15 6355 N.W.36tH..1.5)Stn.305.VIRGINIA GARDENS,FIA153 3316 Phone:(305)871-1530.Fax:(305)671-1531 t Pol Beach, Drive 2 DRAWING No ��i�FF••.....••' ��� a mal:Sltaco0001- 0001-mm West Palm Beach, FL 33407 3 SS10 \o� EB-0006719 15-085 11111711111(111111\\ WALTER FLORIDAA RWT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE U. 44167 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/8"° 12 MIN. CE 41 40 3 I 70 BLADE P I 625' 10 HV BLADE 1 GE 1p t875"F LY—U. 14 ® W BLADE 1A \I I F1V WINDOW BLADE .0625' sFCRnN z-X 0625 .0625" 3® HV LONG RECESSED NYLON BUSHING xz� I1 M KNUCKLE °625 1875° " Y 3 F n 3 I (1T(P) 0.0625• Q HV Sm HORT RECESSED NYLON BUSHING R1.750 ® HV NYLON HAT WASHER (DOR ® w o FLAT PORTION / . 3 So' ® W WHEEL CARRIAGE AISI 302-303 SERIES I I ' 4 1- 4O /az.750' X t 0.870"x3/16"THICK NYLON WHEEL 3 i ®3 // n ; N 2 7/8"MM. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS I, 315.0 SEPARATION M3.o0 BETWEEN --I .Ob25' 0625• 3.7500° ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I BLADE f 5 3/a° ' OPENINGS SFln10N V—Y HV 2 3 4 ACCORDION PIN W II4 ON ClTERs•._ .7500• ® / / #8 HEAD 41 47p" TI "� 2 1/a" EXLETSCR 8EVAPON ® LEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW _ T i Bim`' TYPICAL. HV WINDOW BLADE 1nA AND TAPS 3 POLYCARBONATE HV WINDOW DETAIL k�q or 4v ((SEE NOTE FOR j REOUIRENENTS) , (D OR ® j *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE'KNUCKLE FOR x I tTO BILABE B M INNOVATIVE PLASTIC LEXAN 103 RESIN � 14V(14i o I I i I (SEE NOTE "F" ON SHEET 19). 01 ®OR 01 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® Ngo i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 0 ( I I EXTERIOR POLYCARBONATE SOURCES FOR 44 HV BLADE. TYPICAL SHUTTER ASSEMBLY SA'�`E "M L7 ,TRW.PROPBLRP., STANDNA N.T.S. �2 OR 43 AT REFERIME / m (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT E."'.R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.324° BLADE'S KNUCKLE. zmstre Nc.ma Axa ' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 (SEE NOTE * FOR SPEOMIC MVNY ASTM 0792 0.043 IbAn' MG43 Ibt' D]90 1 per. REQUIREMENTS) .D. 8 IT- ® ; 1 Sl9 11EID STRENOM ASMI D638 9.400 Rsi. 9500 P..L i FLEXURAL SIRwCRI AT YIBD ASN 2,SW psl 13,100 p.s1 yp- (3) HV PIN ©OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® REWURAL MODULUS Am D]90 310.000;,.J. 30.5.000 Pel. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X > I II 11PACN SHEET ©0 I nmalm Iza0 ASTM M. 18 rr-fw 17 R-lb/n I I FlnFl1 �+'V:7..L°gne—�,m5ms WHEEL CARRIAGE DETAIL SMOKE DENS11Y Asan 02Du 47.2 X 64.5 X MAX ASSEMBLY LAYOUT RATE OF 6URI G ASTM DS35 C-1 CLASS o-1 CLASS N.T.S. SELF IGNDION 1b161-D1929 1010'F 080'F 1tlFA41Et39i4• ASTM 0155 M4SILE SLRwG01 AFTER NFATHDIINC ASM 838 9302pa.1. 5840 P.1. n HV BLADE SOLID & HV WINDOW BLADE DETAILS � �°�"��°° �""� �"p amP N.T.S. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone j' �4,� O 2015 EASTERN METAL SUPPLY, INC. OCEN BERTHA HVTM ILC® orw�. A® � o ® Accordion Shatter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE C l f = TIWT TESTING & ENGINEERING COMPANY can Shutter Shutter Systems Ey.N DESCRIPTION DATE DRAWN BY: M.L. cIHTI,Q� 6355 n.W.36D,.St ST>SDS,wciNw CumENS,FLORIDA 3315 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 PhOnO:(305)871-1530.FO%:(305)871-1531 4268 Westroods Drive z F' ORIDA ��` —.11:blt-0-1—M West PQim Beach, FL 33407 3 DROWSING NO o-m �e'''•�i`,S,D/OIVgL'EN ```` WALTERA.TILLUr J r.P.E. 4 15-085 FLORIDA Lie.Q 44167 5 SHEET' P.E. �610P'��URE/DATE 6 4 OF 20 NTERMAT A 6 fc o ®t® U N s T u ®��Q®�•��� 1 MANDATORY CONDITION dt:ONE HV LOCK® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 1 2 OF SHUTTER SP FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 m 0 IF DESIRED BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LO AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR A SHAL1 BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. a 2 OND ONLY WHEN MMDATDRY CONDMON Al og-Limap MANDATORY CONOTTION #2 IS USED W/�TD H.V. LACKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 0 5 ong6 R@70 @ °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). Fad= 4.MANDATOKY CONDITION d2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ��- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED T,0,T?CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS I u Hoe-xvc AT TOP& 8077OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 0 S. '1m • ONE ALTERNATE FN LOCK MAY BE USED IN LIEU OF HV LOCK orIONI&EMICAL OR ANY SPAN AND T p�I ti'OUTSIDE-COCK�TTACH l W 3� Hoo-lrvo f�= OF 1%4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENIERMATES SHALL BE MADE W/1/4"0-20x3/4"ALUM. i RMJUT AS SHOWN ON SECTION HVE• SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATDRY CONDITION 0 FOR KEYSTONE MOUNTING INSTAUAMONS: ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY 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 RAT HEAD S.S. SEE END-J CONNECTION M. Q Top AOF LOCK ND BOTTOM IS LL BECOMPAS INDICATED MANDATORY.TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ DETAILS ON D F E H 1 J K L N p SHEETS 10& TYP. FULL It *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHNunaDn OF CORNER 1.SECOND ALTERNATE TO MANDATORY CONDITION fi VALID ONLY FOR FIV"r LOCK 0).AND OENTFRMATES +0 AND CENTERMATE Q$�; ONE ALTERNATE HV'i"LOCK tC�MAY BE IN AILED IN DEU OF HV LOCKS®OR®FOR ANY SPAN AND ©oR®oR©•0oR®oR 10 +O aR I,YSTAL1AT10N AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O © ©•© © © OF LOCK®INCLUDES USING REINFORCING LOCKER . AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10+ 5 1 aR 1 +1 aR CONNECTED TO CRITERMATES®AND®W/ 1/4.0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1"SS.M.S. INTO A 1/4"Ox 5/8"RNNLIr_LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 8 oR 1 +®oR 8 + 7 oR ®+®a 19 1©+® ' NOTES ON HD LOCKS & CENTERMATES. 1. ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF C:::_TYPICAL C1� HV BLADE SHUTTER ELEVATION HV LOCKS 2 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 HO LOCK®TO®IS W/3#8 x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SEC11ONS HOB-HV6 AND HDC-HVC•SHEET 10.TACK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, A, 2015 EASTERN METAL SUPPLY.INC....,... /T\CEBERTHA HV TM NSF':�9'�'_ 6 L, E C O I N c Accordion Shutter System PLV.BLADE#1 W/CR W/0 FIV. WINIM BLADE American Shutter Systems IEV.H DFSCRIFBON DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY "o= STATE OF ;'�a 6M5 N.W.36"SL,&a.305.v6toww cw,DENS.FLORDA 331 Association, Inc. 1 OLD 1i-ts2 a/t3/ts DATE. a/13/t5 9' Phona:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z ORI ��;w` e-mail:tilt—claal.com West Palm Beach, FL 33407 3 DRAWING No sS'•••••. '�G ®-000s7,s 15-085 .\ WALTO A.nu1T Jr.P.E. 4 �i�ONAL 1\�\\\ FLORIDA Lie.9 44167 5 SHEET P.E. SEAt}'t wmi'I)RE/DATE 6 5 OF 20 CRETE ANCHORS POURED CONCRETE REEQUOR POURED POURED -(SEE.SCHEDULE ON REQUIRED O�CONCRETE BLOCK 1/4'0-20x3/4'S.S. POURRETE CONCRETE SHET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED REQUIRED FOR (SEE SCHEDULE13) ON NU 1/ 120 CONCRETE ANCHORS 17 18 raE(SEE uouNRNo®011 SNFFI'7) SHEET 13) NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1. 12 OR 14 '0-20x3/4"S.S. Min. 4EL HINE SCREWS _ EQ EQ G 1/4'-20 NUTS i2' 2'O.C,2' 3 DR 15D.* .250'Max. __ __ M $ ___ .250" i I D 250"Max.'iE I ii i ' i OPTIONAL II i'I �PTIONAL " ii I I I i 'I 10 am(S(SFE I � 1 sa,nUlE W sHtfY 1 p i ' i - MIN.SEPARATION TO GLASS 1 atJlE mAnD I�I 1---COR ® I I E%ISTING—'—(SEE SCHEDULE ON SHEET 11) E7(ISTING I [1VL�t8�FOR 11 III i l l i I i 1) GLASS I I I Qt I 1 I MIN.SEPARATION TO GLASS GLASSY - EXISTING [—(SEE SCHEDULE ON SHEET 11) CLASS---- H LAS5� I O HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION::) 0 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ' IN.SEPARATION TO GLASS GLA55---f 1 1 I i i (SEE SCHEDULE ON SHEET 11) i' 1 1 net SERwanaN 1 I 1 OR i p I I I I 1 FJ(GLASS� I 10 0As(4E 1 1 1 t 1 I MIN.SEPARATION 7a GLASS I GLASS I I �- FOR AD`#T ' i i i—(SEE SCHEDULE ON SHEET 1l)- 11 rat MADE®Nm t I 1 1 I 1 ON Sim 19 FOR 1ut111 I I 1 l BIKES(&� I ; \ EXISTING I OPTIONAL t 1 I s 7E/* ---- j� Max. OPTIONAL i i1 I I 1/4'Max. 'WM I I ' 13 DR 15 TE. EQ__ _Z OR® 1/4'0-20x3/4'S.S. EQ 0 PHIWPS TRUSS HEAD 1/4"0-20x3/4"SS,PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS �E-ANCHQIS 17 78 I. 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4"-20 NUTS®12'O.C. POURED CONCR (SEE SCHEDULE ON SHEFrr 13) Mn. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCR LOCK N.R.ANCHORS REQUIRED WALL R REDOD HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION A t�� NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E.D.-EDGE OISrANCE `' BLADE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) ®BlAOEMAA0NN5HFFrU19 FOR \IJ HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. L1T1111T�T FLORIDA BUILDING CODE(Plon High velocity Hurricane Bone ©2015 EASTERN METAL SUPPLY, INC. ' \GENs�(':�� 13ERTHA HVTM Accordion Shutter Sym Hv. wiDRwviowBL ® o>oc. � ® /�� = American Shutter Systems ,H DESCRIPTION DATE DRAWN BY: M.L. -a: �'� - TILLIT TESTING & ENGINEERING COMPANY S AT OF ? Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 9'•, :i�,i 8355 N.W.36th.St,5ta 3a5,VRGBIA GARDENS,FLORDA 3316 4268 Westroads Drive 2 y Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No /E'�'•.,,, ;_..•'��``��� e-mail:Blteco®ool.eom West Palm Beach, FL 33407 3 s/ EB-0006719 15-085 /f ZONA 11E,L;0 -WALTER 0.TILUT Jr,P.E. 5 SHEET P.E. SFALJS���NATURE/DATE FLORIDA Ue.fl 44167 6 6 OF 20 ®� EXISTINGPOURED CONCRETE ANCHORS MIN.s7PARA7OI CONCRET (SEE SCHEDULE ON SHEET 13) I 1 OR F 11 FOR um (DAND GLASS—` 1II`REAPPLICABLEEXISTING Iom SIM 1B R �IRro(s�p iliI iii' f ii ._O jI'(SMFEw.csxgExPcmAr RiAn1)o EIADES( xoN I 9 tI 1 O x'¢mnE I I O 1 I \ 0.tl SHEEP IQ \ I II 11 • ALTERNATE iiI i i' I TIii EXISTING ANCHOR 1 i x II I GLAS i LOCATION }t I I I I I II q$ #11.3/4"HEX WASHER HEAD I} II II 11 OR 13 OR 1 S 3/a'NIH. TEK SCREWS® 12'O.C, i EDGE OF N 3/8 Mm. 8 CONCRETE ANCHORS SCAB IF II 6 + ] (SEE SCHEDULE ON SHEET 13) E p I APPLICABLE t' I O i EDGE OF EXISTINGI III iiI EDGE OF--+ 1 III SLAB IF - p GLASS; I I STAB IF I X1/2 +-1 ESLAB IF DGE OF APPLICABLENN.SEPOR m I I I APPLICABLE Q. E0. APPLICABLEPOURED POURED FIAT HEAD CONCRETE ANCHORS TowwmI Sa LIE CONCRETE ON SHEET I CONCRETE D' REQUIRED (SEE SCHEDULE ON SHEET 14) -I 1t tut EaAS * POURED REQUIRED FIAT HEAD CONCRETE ANCHORS I @RSfOET,gFLR --TOR ® CONCRETE (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION REQUIRED VALID ONLY FOR UP TO +70, -75 PSF A.S.D. - • Q HHV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER ® V FLOOR INSTALLATION t © HV CEILING, INSTALLATION SCHEDULE S3, SHEEP 11 EXISNNG 1RN.SFPAPAII0 II CONCRETE ANCHORS G �_( To aa5s I IRI.srPAxmox I EE SCHEDULE ON-7' . 4" ADVANCED THRFADF. M I—oxEsxEF.r 1tj i I B 1 I I SHEET 15 1 EXISTING I I I s EXISTING—I I E(1571NG I I TECHNOLOGY OR 1/4'0 TaWETS 1/4' GLASS—i I I GLASS -I +ANCHORS W/ (� HSC.U.ml 9�111 —O �S—I I I i i FASTENERS 3/4 RON�EIABD1MENT O 6' MAX. I MW.sD'.urAnon ro c I I / O iiI i i I I I I i(5FE so¢OInE DN SN t I) I''1 I I I I 4' FGR UP TO NS 1A SPAN Am THAN 1 1 I I 1 I 1 I I I 4.0.G FOR SPANS IAHGat THMI 61-0•UP TD Y FA MAY.APPLY r i I I I I 1MA%. i i 1 1 SEALANT AT LVERY FASTENER HEAD OR 15 0. I I I I #lOx3/WASHER4HEHAD( E. * t I I ; (EYP)(SEE NOTE�yFOTAnONSit ON 1 3/a. 7 ' I w I ImN, i - TEK SCREWS ICOM.SEALANT ., #14x3/4" HEX HEAD I I 1 8` ® 1Y O.C. 1 B" TEK SCREWS 0 9"O.C. I ---- 414x3/4'S.D.S. i i i I 1 4 •,. :• • F:. USING 470 %46/-20 NUTS OR 1/4`0-20 S.S.M.S CONCRETE ANCHORS _ _ 6 + ]� 3/a __ - /, �]' .;:3; 0 12'O.0 I SEE SCHEDULE ON n 1 10 9"O.C. Max. ti W/NUi Q➢9'O.C. I ( I SHEET 14) •• ••c• DM 11 NON STRUCTURAL GR 18 1/2" 1" .•:2.00"MIN.'.» WALL 1WM(DECORATNE EDGE OF 17 R 18 ••.7.-• E0; � suy Ili SLAB IF J14z3/4"C.F.H.S.D.S. L„r t,MIN:::' t' �: POURED CO CRETE 1 1 7/8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) SEE eNOTE 13(b) _ REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D. OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIONAL- Pau REQUIRED �KEYSTONE MOUNTING INSTALLATION R ® HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE'48,t-72 PN REQUIRED MAXIMUM SHUTTER SPAN W-r I� HV RAINGUARD INSTALLATION t NO CO TI INATI NON SHALL BE S NS: s REMOVABLE WHTHIS HEN ERFORMED DISTANCE ADJACENT TO AN OPERABLE EXIT O SEE UMATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEEP 18 ASSEMBLY INSTALLATION DETAILS W/ O FIV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HV Tm 7_ 1 L E C® � C Accordion Shutter System _ 00 ITV. BLADE#1 W/OR W/0 ITV.WINDOW BAX nWT TESTING American Shutter Systems •N DESCRIPTION DATE DRAWN BY: M.L. �O'• J TT ATE OF 6555 N.W.30,.SL.Sta.. ENGINEERING COMPANY 30.5.VIR4TNN GV10FN5.RORmA J316 Association, Inc. 1 OLD 11-192 4/13/75 DATE: 4/13/15 Pita-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No OR a-.m'1:DRe�®eol.wm West Palm Beoch, FL 33407 s F�''••••••••..• EB-0006719 15-085 /'TAA S/ONN-'`1a�� WALTER A TILUT J'PE d SAA ,P� FLORIDA Ua.@ 44167 5 SHEET P.E. SF�tf SIv"NA1fURE/DATE 6 7 OF 20 SEE END WALL ECTION DETAILSO S FS SEE TON LACKING RODS®.HV LOCKS G°r OUT 90' IN I ISTING GLASS INSTALLATIONS W/ 1q HV AND NATE W LOCK®ON SHEET 5. ID TO ALL BLADE W HV CENTERMATES C MATES APPUCAMO L�BLADED ©°R@eR© O7 DR+ 8 w 10+®aR OR SEE END WALL CONNECTION /10�+@-®+©MQ+ °R EXISTING GLASS DETAILS ON SHEETS 10 & 18 Q+O 4 Q°R©4O i�on 1 I O © O O O 3 1/4" 7" 6 1/2" 7- Te (6063-T6 ALLOY)ALUM. I / ©+® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON I 1 2" wI ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& $10x3/4"S.M.S.® 12' (4)flOxi/2"S.M.S.To TUBE I O,C.FULL LENGHT. W/ HV LOCK G or o, W/ HV LOCK �o 2 TO Gess AT EACH ANGLE(TYP) 3 3 (ONESSCHEDULE CEHET�;1) 5 ® w 35* I N 5* 1 � � 1 0 1 90 w 1/ 2. 1/2" LV O O ©°R®GR©+�eR®�toiQ3� 0 2 OUT ® w HVA w � HVB ® O 0 0 0 0HVC 6R m 6 + oR$ aR 10+ 3 oR POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL oR—_ � REOU m 5+ 8oR1 + 8w8 + oRl ?---- CAL O+©oR�+O+18oR F------ — IXISDNG O © O O © SYMMETRICAL * IN e + 7 MIN.SEPARATION cuss 8 + 8 w 9+ 3 d 19+ 5 �IXISRN CENTERMATES 6 + e GR t + 8 8 + 7 °R GLASS ©J GLASS 1 �k © © © © O O (SEE SCHEDULE 5 ©+® * W/ HV LOCK (INTERIOR) O ON SHEEP 11) MIN.SEPARATION ® w 3 TO GLASS OR©+ (SEE SCHEDULE I N OPTIONAL . ON SHEET 11) (INTERIOR} -------/- _—___—_ —_—___—_—_ - - - , OUT I 1 CONCRHORECE 1 1 ANCS 0 w 16'O.C. 1 wVal * 3 VARIES 'C00377"` 3 * 90• * w ® `�% 2 a` ® OUT1 6 1/2'MAX..SLACK our 3 * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `Aglllllllillll// ©2015 EASTERN METAL SUPPLY,INC. \\CEN 131 1 ■A® H,V.AMADE# WW1 OR W Shutter KVuSystem T ,*= American Shutter Systems IN DESCRIPRON DATE DRAWN BY: M.L._ TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAZE: 4/13/15 a. STATE DF 6559 N.W.36th.SL.Ste.309,VIRGINIA GARDENS,FLORmA 3316 4268 Westroads Drive z %fpr, Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No —dj: 00�67®19�m West Palm Beach, FL 33407 3 15-085 S�Q•••••``G�'`\• WALTER RIDA V j 44167 5 SHEET P.E. 9b�� i�Ai`Y`1�2E/DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHO -EXISTING GLASS —r— 2"MIN EXWNG.GLASS ® 16"O.C. I J J 2"MIN. r— MIN.SEPARATION _1" TO(AAS(SEE t AIN.SEPARATION SCHEDULE ON SHEET ABN. LASSSEPA(SEEATION I ABN.SEPARATION Ea '' EQ TO GLASS(SEE 11 FOR MADE O� TO class(SEE I TO GLASS(� I I SCHEDULE ON SHEET 1/16"x3'MAX. ON SHEET 19 FOR ODLILE ON SHEET 1 BLHEDULE S SAND Sj 1�FINt MADE QAND 11 FOR BLADE(I)AND (6063-T6)CONr. 13LADES�&® ON SHEET 19 FOR 1/2• 1 yR M ET iE ON SF(cET 19 FOR ALUM. CLOSER T_ EITHER SOE� 9 FOR �6m&� PLATE. (LOCATE 1/2 , BLDDESO&�! HADFSQ& OF O) AT EITHER SIDE MIN 1/2'MIN. OF®) I fi USE 1'OR 2'MAX. ILI //10x1/2'S.M.S. #10x1/2"S.M.S. I _____ (AS APPLICABLE7x2"x1/8"x0'-2' ® 16"O.C. ALUMINUM CLIP ANGLE ®16"O.C. ----- ----- 4 / (6063-T6 ALLOY)AT MIDHEIGHr W\� ' (2)1/4-01TAPCONS ANCHORS TO rj SEE DETAIL X FO ®p WALL AT 1"O.C.(LOCATE AT e SIDE CONNECTION ) OR EITHER SIDE OF®) i OR R ® SEE DETAIL X FOR QR-®• TORA ��SIDE CONNECTION ©m®a©•Om® 0•0b m SEE DETAIL X FO 4;00 m®m 6 O7 m 8 f0+®m TO TRACKS m m-6+7 m 8 0+®°P 10•®�e©•®m©•®m 510E COECnO O NTRACKS ©m®m©• ® ®m 10•®m®.®m®.©m 10•®m©.®m©.®m 6• + m 6+O•©m©(D ©•Q7 •©m©•O7•®m ©.Oj +©m©•0•®°" ©•®°"®•©m®+©m ai 8• m - 8. Sm 9+ m1 + 5 m �•®m©9'®3mi®+®ml'T® ®•®m®•®m�®mph �'�w®®mom m®`® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL'1) END CONNECTION DETAIL 20 •1� REQUIRED ONLY FOR SPANS GREATER THAN If-O" POURED CONCRETE OR cIXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED MW.SEPARATION $1 1/2"S.M V �----------- _ _ TO GLASS(SEE ® 16' .C. MIN.SEPARATION 1 y—_____ 70 GLASS a OR®OROOR 11�FOR BLADE m D CONC ETE 1/2"MIN. SCHEDULE ON SHEET ____ ON SHEET 19 FOR ANCHOR® 11 FOR BIADE�AND 4 ------ ______ QQR©OROR@ CONCRETE wDEs S&� 12'O.C. rJ NSHEEr 19 FOR BLADES�&® _____ _ OR@ ANCHOR EQ 1C. 1/2"MIN. 4 O.C. --_—_ ED 6 R 2'MIN, 2"MIN. 4 SEE LIMITATIONS OF USE FOR VIEW Y 5 F. (DON SHEET 19 QOft�3aR(qOR(qOR� 1 OR �' PLAN 1. OR ®° ©m®m©.pi m® 10•®m DETAIL X POURED CONCRETE OR ®m©•Q7 m® 10•®m END INSTALLATION CONCRETE BLOCK WALL iD•®a�©•�©•®" REQUIRED 'D`�®m©•5m©•©°" ©•O-©m©O ®a 1 W BLADE INTO �©O ©m©•O ®w ®•®m® Om® ®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® END CONNECTION DETAIL© m®® FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 411 ©2015 EASTERN METAL SUPPLY,INC. A, BERTHA HVTm ® � ® ® 1�c /OR Shutter System m m • —_ H.V.BLADEE#1#1 WW/OR W/0 H.V.VANDOW BLADE American Shutter Systems IEV.No DESCRIFMON DATE DRAWN UY: KL • TILLIT TESTING & ENGINEERING COMPANY ASSOCIGtiOn� Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF rte, 6355 N.W.36th.St,St.305,V19GIMA GARDENS.FLOFMA 331 �iP••., ORIDPhone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No �` a—mail:tiltecucaol.eom West Palm Beach, FL 33407 3 15 _085 /ONA4�� ER;G•``� WALTA.TWrM-00067iJ,P.E. P.E. NtOp9tri10fURE/DATE FLORIDA Le.U 44167 a SH 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" + (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R 1-" (ft.) INSTALLATIONS 1NcTALLaTION LEGEND N O TES: CENTFRMATES.® &®or 0 or INSTALLATIONS W/ NG W SYMMETRICAL. CENTER CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK @ or ®or or & 8c W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B, C. D. E, M, N. O, P, D, A.S.D.DESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,it) BOTTOM SEE NOTES ,1f (VAUD ORMOUNTING I1 FLOOR CEILING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR p� 7) FLOOR/CEILING H. I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&W000 CONCRETE MOUNTING & M ASp�D61MGN Asp°D� .I Sr lATIO S OAS,p EsGN INSTALLATIONS GIVEN A POSf(IVM A.S.D. DESIGN PRESSURE RATING, PR648URE WALL MOUNTING FLOOR/COLING PREMURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE. RATIND RATNG 8, PA71NG nAOR/CEILING MOUNIING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUFInNG FLOOR/CEILING MOUNTING �''') (POR (p,s,T,) L OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (+OR-) (+OR-) (+OR-) FLOOR' ALL NOUNIING q L+ (ft) L-(II) L+ (II) L-(B) L+ (R) L-(8) L+ (0) L-(R) O MAXIMUM SHUTTER SPAN "L+"OR "L-• FOR 30 OR LES 16'-0" 16•-0' 16'-0' 16'-0" 30 16'-0' 16'-0' 30 16'-O" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L-'. 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15-2" 1 fi'-10' 40 13'-10' 13'-10" 14'-2" 15'-2' 40 131-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1" 45 13'-4" 14'-3" 1• HV CORNER CENTERMATE '3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 17'-10° 12'-1" 12'-11" 55 11'-10' 11'-70• 55 11'-1° 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A CNEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4' 60 11'-4' 11'-4' 60 10'-2" 10•-11° NOTES,SHEET 5. RATING: 65 101-10" 10-10" I1-1' I T-11' 65 10'-10" 10'-10" 65 9'-5' 10'-1" DETERMINE. LI+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6• 10'-6" 10'-9' 11•-5" 70 10'-6' 10'-6• 70 8'-9' 9-4' L2+-MAX. SPAN FOR FLOOR/CEILING MOUNTING i 0'-4" MUM-SHUTrQ25PAN-'L-+-O �NSIAI.IAAO 80 W-10" 9'-10' 10'-0" 10'-9" 80 9'-10• 9'-10• "L-°AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" W-9• 10'-5" 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" W-5" 10'-1• 90 9•-3' 9•-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 95 9'-0" 8'-9" 9'-2• W-10• 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4" 9'-0' 1 9'-7' 100 8'-9" 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0"SPAN, SEE Lz-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4' 105 8'-7" 7'-11• 110 8'-4" 7'-7" 8'-7'� 9'-2" 110 8'-4" 1 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE B'-• '- ' 115 8'-2' 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •LI+-."Lz+", "L7- AND"L2- 120 W-0• W-11' 8'-2" 8'-9" 120 8'-O' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM - 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7-8" 6'-5" 7'-10• s'-,• 130 7•-8' 61-5" WIND ZONE MINIMUM SPACING. 135 T-7' 61-2" 7-91 7'-9" 135 7'-7' 6'-2. SEPARATION 140 7'-5" 5'-11" 7'-7' 7'-6' 140 7'-5' 51-11• ASTM E-1996 145 7'-3' W-9" 7'-5° 7'-3• 145 7'-3" 5'-9° TO GLASS 150 7-2" 5-.7" 7'-4- 7'-0• 150 7'-2" 5'-7" 155 7•-0" 5'-5' 7'-2' 6'-B• 155 7--0' 5'-5' 1 THRU 3 1•, 160 6'-11• 5'-2" 7'-1' 6'-7" 160 W-11' 5'-2" 165 W-10• S-1" 7'-0• 6'-4' 165 W-10' 5'-1" 170 s•-9" 4'-11" W-11' 6'-2" 170 W-9" V-11- 175 6'-7" 4'-9" 6'-9' 6'-0' 175 6'-7" 4•-9" 180 6'-6" a'-e" 6'-8• 5'-10' 180 6'-s" 4'-8° O 4'-6" �"� BLADE 185 6'-5' V-6" 6'-7" 5'-8" 185 6'-5" 190 6'-4" 4'-5' 6'-6" 5'-6" 190 6'-4" 4•-5" 195 6'-3' 4'-3" W-5.7 5'-5• 195 6'-3" 4'-3" 200 6'-2' 4'-2" 6'-4' S'-3" 200 6'-2" 4'-2" 205 6'-1' 4'-," 6'-3' 5'-1' 205 s•-1• 4•-t" FLORIDA BUILDING CODE(Non High Velocity Hurricane none ©2015 EASTERN METAL SUPPLY,INC. \\\\1111 t11111/IIIIIY BERTHA HVTm hutt r System 1 E Oto® 1wc. ® N PO KV ABLADEE#W ORR crdinO H.V.WINDO MADE • �(q � American Shutter Systems IEV.Nc DESCRIPTION DATE DRAWN BY:MMXY.LO. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 6355 N.W.36th.St,Ste.305.MRGIMA G\ROEN5,FLGRDA 3316f 4268 Westroads Drive 2 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO E4 -R:Glteco®aol.com West Palm Beach, FL 33407 3 '� �j(`'•.jc,0{;tOQ,•'•\��� WALTER A TILLB1 Jr.P.E. 15-085 FLORIDA L•e.9 44167 5 SHEET �fFi`St1�>�G E/DATE 6 11 OF 20 of • 17:,,.:1•� :� .•: VACHON1 oommm�i'�m©oomr���m000mm��m'© �mm���mmommEa®�m'mommm�®� •' ' ' LP-1-11591 nooEM®mnonM"o..000mmmmmmnnmmmmmm�m®HIp0000'iL1m000OA0'0mm0000[7 m®mIpOODO mmiL70000p DOOOOO�p m®mmmOOQmmmmnmmO m®m0pD mmmmm0op mmmnnO�O ODp0�0®D: Inla mm0mM CNER nOOm mmmn�O�m m mono®p mmmnmmmm moomnono m®ICJDOO®pmmmnnovoommonnonm�mon000:ommonnn000000nm© m® mmmmmmOp mmmmO"MM Up....MM Mm®mmmmmmm®BE KN E3mmmmlmnmmmmmn®nOOmmmn®®np'mmOm®®O©. ®mmmm[7MpmmmmmmmmmmmKM"M. pmmmn0oo'mmiLlmmnmpnmpmom�0 m®0mm�ppmm0mnm ppmmmppODmOm®mmnm0ommmnnOnOOm000�©0 M®i0mmm0Om®mmmm�®mmmOOnmm m®mmnnOOOo mmm®®mnmm�o mOOAm®®D manas ®m000 0®m0ON EM �ppmmmmnnovm®mnmnmm6fmmmMnnpmmmn® op'mOmO®®Om®mmmnpO m®mmmmOp m®mmlmmn®m®mnnnOp.mmmnmmnO mmmm.OM= MRSm��o ® "OmOm®�mOVOm®m0"000OOO�m©®Ommmm�pOmm0mm000 m�IOml�n�p m®mmnnpp m®mmOppO.000O�©Dp m®mm®©pp mmmmmmop mmm�7mnpp mm0v000g mmm�moop moo_©_®mop iEliG7iC7�7F�issO����� -MM �r����i�' 'e�Taai�raY�aiZY�JY<r• tar�'r..t�� 0®m®©Doom®mOmp000mmMINVE aomo©n100p.mm�OpOp000O�®isE�� , mmmmmpopmmmmmopommmmm�oommmeopnpmmmmmnopmmnm4mop mm®mmmusam®0mfEipppmmmOmnnO®�DOvnOO®¢im©nnOOmOmDOOpp m®0m0oppmmmmmooOmmmOmnonmmmmnoopmmmnE�iopo�omoom�© mmOOOppp m®mmmppp mmmmm�vv ml�®® opno mmmmnonp dm®m®Dop m M""MM mmm""MMIMm®m Onnpommm�onnp'm®mm.nop,mmMMMMpo m®gym®nopmmmmmOOOmmmnOnMM MIMnnpaMmm0000pmomm®ppp m®m©®opo mmmm®oOmmmOnoo=mmOnnopp mmm®mop0 OmOO�®mp mmmmepopmmmm©000mmmonnonm�©000pom�o®nonponommmpp mmmm©Dao mmmmmpvp m®mopmoono mmooe�000 mmm000np oomovnnp m®D�oOVOm®m0v0vOm®mpOO�Om®n0v00om®m00v00' noDo�mo mmm000nioemmm000vA�mmvovvoNmnHov000mmo�o�e00000®�000 mm®nnppii mmm0oppp m®mnnnpn mmnonnpp m0®Onnon O�mE�i©Opp m®mppnoO mmmpoopo mmmn0000 OmOnOnnO mmmnonop.moo"ooOp mm©oovoommmv�ao�mmmvovmovvvopwmmv00000no©0000 ®mmooppop mmpppppp mmo0foopo Omo gooAoBE 0mpnopmm"wM"MlpO O : • OM mmnpoonom®noppopmmnn00000mnomm�nnnpoe� monp. - mmopnoppmmonppnommnnnnop�®nonnoa�op0000pmm©o© pp �1 � • � � mmnopnoommpoppop.omovnnpo�nononnp��nnpnnpmn®mp�oop mmnapnppmmnppnoommpop000v©oonnppnoonnnnnono©poop i- � . ®Ooo=== ®�®Ov00v0 monopppo.�©Ov00vO m®000000 O®��©00 ®m®dOOp mmpnp000.mmiplm®OO�Onnnpno'�OnOOnpp HM"HHUmo0 min== vovoonpOOO mnpnpOOME!pnnnn==0pnon000mnoRinoon O®©mppoo' us ,M'mmuw00000m00000vomovp000v0000000n"o®0000 moovpovpmoovpovomnovovop ovnp®nv0000pnompmeaoo � �. � �� :« _ o a- - JAxIA!UM ANCHORS SPACING (jB,l_$(HEDUI E FOR A G0.R?! MAx. SHIER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNRN(S E,G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURSO WNWE F/Ol1MME:ELM POURED COHCREIE (A) TO EXISTING POURED CONCRETE(Min.f c-3 kti) QE WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(M n.Pc=3 ksp UAnMM SPAN ANCHORS SPACING IFGEND -1/4'0 x 3/4"ALL POINTS SCUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) (ft) &OEM Nw=f4rFS K Run DESIGN NEW ME TDC(PO) OEM NTSMNE TLW -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min.f'c=2 W,) 30 40 60 75 90 120 160 205 30 40 60 75 9 120 Eft 205 30 40 60 75 0 120 0 205 TAPCON OR -7/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AIRHORTLED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 74 12 10 9 8 8 6 5.5 14 12 10 9 8 e 11 s 1a tz 10 9 e s s THREADFORM TECHNOLOGY 14 t2 10 9 6 8 B 6 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 (MTA.f'c=3 ksi) ALL POINTS SOLID-sET OR 14 72 10 9 8 B 8 6 14 112110 9 e 8 8 6 I4 12 10 9 B 8 6 5 NOT(S: 14 72 10 9 8 8 e 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 BLUE TAP 14- CAP At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 3.5 14 12 10. 9 8 8 8 5 74 12 10 0 8 8 6 6 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0" 14. t2 10 9 8 8 6 6 14112 10 9 8 8 6 6 14 12 10 9 6 8 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 8 .4 35 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHMl.BE 7/8"INTO THE POURED CONCRETE.NO-EMBEDMENT 14 12 10 9 8 8 6 45 14 12 to 9 s 8 6 55 14 12 10 9 B 8 8 4S INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 74 /2 10 9 7S 55 35 - 14 12 10 9 8 8 8 5 14 12 70 9 e, 7 5S 4 •SEE 19�ATION6 OF USE FOR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 5 14 12 10 9 B B 6 55 14 12 10 9 8 8 6 4.5 BIADE A ON SHEEP 19 14 12 10 9. 8 7 4 -- 14 12 10 9 8 6S 5 3.5 t4 12 10 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 to 0 8 75 d.5 - 14 12 f0 9 8 s 45 14 12 10 9 8' 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIU.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 8.5 7.5 65 45 - - 14 12 10 9 7 4 14 12 10 9 8 6 45 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 72 10 9 8 8 8 - 14 12 10 9 8 6 5 14 12 10 9 8 65 •5 35 INSTALIATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 74 12 10 9 75 55 3 - I4 12 10 &S 7 55 4 3 14 12 8 6S 5S 4 3 - 14 72 10 8 8 8 - - 14 12 10 9 e 85 5 3.75 14 12 10 BS 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 72 B &5 5.5 3 - - 14 12 10 9 8 6S 4S 35 14 12 10 B 7 5 3S 3 - 1/4"0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDfOC. 14 12 to 9 B e - - 14 12 70 9 e 7 5 4 14 12 10 B 7.5 SS 4 3 - 1/4"0 x•3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED B1'ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.6 6 4S 3.5 - 14 10.5 7 SS 4S 35 - 14 12 10 B.5 7 4 - - 14 12 10 9 7.5 55 4 - 14 12 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY O AUTHORIZED FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 4.5 - - 74 12 10 9 7.555 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AllTHORRFD VENDOR REGISTERED Wlili THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. _ 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 4 0 8 &5 5 3.5 - GTES: -� 74 12 &5 7 55 3 - - 14 12 6 6S 55 4 3 - 25 85 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON"BLUE TAP W/CPP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 74 12 95 7.5 6 14 12 9.5 8 65 5 - 14 12 8 6 8.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 95 16.51 5 35 - - 14 12 10 B 65 5 - 14 72 8 6.5 5 4 14 12 10 1 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 8.5 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/40 x 3/4"ALL POINTS SOUO-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - 14 Tt 7 53' S* 3.5 - - 11 8 55 45 3.5 - - EMBEDMENT WTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.6 - - 14 12 85 7 5.5 4 - 14 105 7 55 6 45 - DOST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. t15 &5 55 4 - - - - 74 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 t4 12 10 9 7.5 - - - 14 12 10 B'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXIL EXISTING WAOR FLOOR, 10'-0' 14 105 ] 5 3.5 - - 13 9S 6.5 5 4 3 - - 14 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SMD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - ib 175 9. 6 5 4 - 2S 95 e 5 4 4 NOTES B.7)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EBFS WITH OR WRHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 6.5 55 4 - 13 10 6.5 5 4 3 _ FOR INSTALLATION INTO f]FS LYITLI METAL STUDS SEE SHEEP 20. 14 12 10 - - - - - 14 12 9 7 6 45'- - 14 105 7 55 4S 3S - 17'-O` 25 9S 5 - 12 S. 6 45 4 3 9 7 45 3.5 3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 55 45 - - - 11.5&5 5.5 4.51175 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - - 12'-0" 14 12 10 - - - - - 14 12 8 6.5 f5 - _ - 13 10 6S 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 65 4.5 - 11 8 SS 4 ! - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 95 6 - - - - 13 95 6.5 5 4 - - - 3.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 145 7 55 45 - 11 85 SS 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'_O" 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4S 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 5,5 4 3 - - - - ACTUAL- TAPCON WITH ADVANCED TAPPER+ u 85 - - - - - - 12 9 s as a - - - 9.s 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BINE TAP W/CAP 8 6 - - - - - - 13 95 65 5 - - - - 05 7S 5 4 - - - - HV BLADE 0 DICTANCE THRFADFORA9 TECHNOLOGY MIN.sPaaNc 14 12 - - - - - - 14 105 7 5.5 - - - - 11 BS 5.5 45 - ED. MIN.SPACING=3" MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4" 14'-D" 10 7.5 - - - - - - 9 7 4.5 3S - - - - 7 5 3.6 3 - - - HV BLADE W P CONCRETE RETEC& POURED SIE CONCRETE F9DOC P CO ED COETE RETE& P UREDCONCCONCRETE &� E EDA�IIE 8.000 1.5 0 - - - - - - 11 8 5.5 4.5 - - - - 0 85 45 - - - - - HV WINDOW MN ED.-;3r AOL E0.=3 1/2"MIL EM-2 1/Y MN ED.-3 1 2" MR ED."3" MN FD.=J 1/Y NJIL EA=2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 95 7 45 - - - - - 3" 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-D' 14 - - - - - - - 3.s to s5 - - - - - 0.s e s - - - - - BLADE WORKING z 1/2` 0.e1 1.0 - 0.67 1.0 9 - - - - - - - 85 65 4 - - - - - 8.5 5 3 - - - - - IN U SON 10 - - 0.5 8 5 - - 8.5 8 4 2" - 0.71 - - - OS7 7 - - - - - - 15 e5 5.5 - - - - - 9 ss ab - - - - - 1 3/4` - 0.91 - 16'-0' 14 - - - - - - - 2S 95 6 - - - - - 10 75 5 - - - - - 1 1/2" 0.35 - B - - _ - - - - B 6 4 - - - _ - 6 4.5 3 - - - 035 9-5 - - - - - - - 95 7 5 - - - - - B 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �.�``Q N-TIL(/j'�.,, ©2015 EASTERN METAL SUPPLY, INC. `�. ..ERBF J� % 13ERTMA HVTM 0 ® ® Accordion Shutter System INC. pd ® ® FLV BLADE#T W/OR W/O RV WINDOW MADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN Erv: M.L. _ TIl1R TESTING & ENGINEERING COMPANY 6355 x.w.36th.St.St.303,MRGNW GARDENS,BDWOA 331s ASSOCIat10nA Inc. 1 0L0 i 1-192 4/73/15 DATE 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive x DRAWING No f O,�••.,. U e-maI:Oltoo.0-1- West Palm Beach, FL 33407 3 cs �a``° WALTER A TILUF1Jr.P.E. 41rJ-OBrJ.E�AYS�E'ALI�NATURE/DATE -- FLORIDA LI B 44167 6 S t3 OF 20 �jyjIMUM ANCHOR* SPACING (jp,) SCHEDULE FOR A MEN MAX. SHUTTER SPAN. AS.D DESIGN NEGATIVE PRESSURE RATING AND A CQRRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK CONCRETE OR CONCREBLOC( INSTALLATIONS (SEE MOUNTINGS I,J.K 6:L ON SHEET 7) POURED CONCRETE POURED.00 CONCREfE.810CK (!)WALK ovER& n TRENCH ANCHORS SPACING LEGEND MXUVM ORAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING PATAPCON OR 00 ASA.VEM NET M PRMM RA1O1G W&M OES6t1 NEGATIVE .OEM NEGUK PRE SM RM W ASD OEM RMM MUMPAW TAPCON WITH ADVANCED 30 40 160 175 190 120 160 205 30 40160 75 19(120 60 205 30 40 160 75 190 11201160 205 30 40 160 175 190 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 B 6 6 12 12 12 12 12 1S BS 6S 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINT$ SOLID-SET 3,-0„ 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 B 6 B 12 12 12 12 05 8 6 45 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 5 6 12 42 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 TAPPET+ 14 12 10 11 8 8 8 6 12 12 12 12 11.5 BS BS 5 7 7 7 7 7 7 55 4 5 5 5 5 5 S. 5 4 4-0' 14 12 10 9 8 8 6 6 12 12 12 12 12 .5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 72 95 B 6 A5 3.5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12'10 9 8 B 6 6 12 12 12 12 10 7.5 H.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 5--0' 14 12 10 9 B 6 6 6 12 12 12 12 10 75 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 B B 8 B 6 12 12 9.5 75 6 4.5 35 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14.112 10 9 8 8 6 6 12 12 12 95 a 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 6 5 6 a * SEE ANCHOR 14 12 10 9_ 8 B 6 6 12 12 115 9 7 •5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6,-0 14 12.10 9 8 8 6 8 12 12 72 10 11',4L,4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 s ON SHEET 13 14 12 10 8 8 B 8 6 ,2 12 B 8 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 B 8 12 12 10 B s5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4.5 14 72 10 9 B 8 6 B 12 12 10 8 B5 5 35 - 7 7 7 65 5S 4 - - 5 5 5 5 5 4 3 7,-0' 14 12 10 9 8 8 6 6 12 12 12 8.6 7 5 4. 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 H 8 6 12 10 6S, 5 4.5 3' 7 7 7 7 65 5, 3 5 5 5 5 5 5 3S 3 14 tz to s a a 6 6 f2 12 65 7 ss a - - 7 7 7 7 7 s - - s s 5 s s s 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 70 9 B B 6 - 72 72 05 7 55 4 3 - 7 7 7 55 4.5 3 - - 5 5 5 5 4.5 3s - pSF AS.D DESIGN PRESSURE RAM�--OF 14 12 10 9 8 8 6 - 12 9 6 4S 4 3 - - 7 7 7 7 5S' 4 - - 5 5 S. 5 5 4 3 - N a�BC-FeR�'PAN�S`P 1 4 12 10 9 8 8 6 - 12 11 75 6 s .75 - - 7 7 7 7.5 6 4.5 - - 5 5 5 s 5 4-5-- .14 .5 - _ SCHEDULE 3, SHEET 11 .14 12 10 9 8 8 - 12 15 7.5 6 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 -- - - 9,-0' 14 12 70 9 H 8 - - 12 12 95,6S 55 4 3 - 7 7 7 7 7 7 6 3 S 5 5 5 5 5 5 5 14 12 10 9 8 B - OS e 5 4 3.5 - 7 7 7 8 5 3S - 5 5 5 5 5 4 3 14_12 10 A__8 8 - 12 10 6S 5 4S - 7 7 7 65 5S - 5 5 5 5 5 4 74 12 10 9 8 8 - .12 0.5 7 55 45 3.5 - 7 7 55 45 3,5 - 5 5 5 45 3.5 - 10'-0'14 12 10 9 8 8 - - 12 11 85 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9S 7 45 3.5 3 7 7 7 5.5 4S - S 5 5 5 45 3.5 - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 B 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 35 - 11•-0'14 12 10 9 8 8 - - 12 10 7 5.5 4S 35 - - 7 7 7 7 7 7 3S - 5 5 5 5 6 5 'S 4 //q�\ 14 12 10 9 8 8 - - BS 65 4 4 3 - - - 7 7 6 . 4 - - - 5 5 5 5 4 3 - - ` I J HV BLADE ONLY 14 72 10 9 B B - - 11 B 5.5 4 - - - - 7 7 7 55 4S - - - 5 5 5 5 4.51- 1- 14 12 1D 9 8 1S 85 S5 4.5 3.5 - 7 7 4.5 3.6 - 5 5 4.51.3.5,3 12,-0'14 12 10 9 8 - - - 12 9.5 6.5 5 14 3 - - 7 7 7 7 7 8 3 - 5 5 5 55 5 4.5 35 14 12 10 9 6 8 B 4 3 7 7 5.5 4S 35 - - 5 5 5 4S 4 3 14 12 10 8 8 - 10 75 5 4 7 7 B 5 5 5 5 5 4 14 12 10 9 8 - 05 8 5 4 3S - 7 65 45 3.5 - 5 5 4S 35 3 13'-0"14 12 10 9 B - - - 1S&5 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 0 7 5S 35 3 7 7 5 4 3 5 5 8 4 3 14 12 10 9 8 - - - 9 7 45 .75 - - - - 7 7 55 45 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - 70 75 5 4 3 7 6 4 3 5 5 4 S 14'-0'14 12 10 9 - - - - M5 8 5,5 4 3.5 - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 1q 12 10 9 - 6S 5 3 7 7 5 3.5 - 5 5 5 4 t4 12 10 9 - 8.5. 6.5 4 7 7 5 4 5 5 5 4 - _ 14 12 10 - 8 7 4S 3.5 3 7 5.5 3.5 - 5 5 3.5 3 15--0'14 12 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 \ 14 12 70 - - - - - 8 45 3 - - - - 7 7 4.5 3 - - - - 5 5 4.5 S5 - - - 14 12 10 - B 6 4 7 7 5 5 5 5 4 14 12 10 - - BS 6S 4 35 - 7 5.5 3.5 - 5 5 3.5 - 16-0'14 12 10 - - - - - 95 7 45 35 3 - - - 7 7 5 S 5 5 5 4S 3.5 - 14 12 10 - 6 45 3 7 8.5 4 5 5 4 3S - 14 12 10 - - - - - 75 55 .75 - - - - - 7 7 45 5 6 4.5 - - _ _ = FLORIDA BUILDING CODE(ldon High Velocity Hurricane Zone 1-�V-g A. ©2015 EASTERN ppM��f7AL SUPPLY,INC. BERTHA HE VTM ® �+ Accordion Shutter System W 18 ® ® 1{V.MADE#1 W/OR W/0 RV.WIMM MADE American Shutter S stems Y EV.No 06CRIP110N DATE DRAWN BY: M.l TICCIT TESTING & (ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 OAT- 4/13/15 s 9•• STATE OF 6355 NA 36th.61.,Gla.365,VIRMIA GARD 76.RORMA 3316 Phone:(3GS)S71-1530.Fo.:(305)877-1537 4268 Westroads Drive 2 DRAWING No Oa1pP •-'\� ma1I:5I1acoiDaa,.wm West Palm Beach, FL 33407 3 •........ \ .�' E9-0006719 15-085 �''�iisfOIVAL E�G� ` WALTER A. PEnUc 44, 5 SHE OF 20