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HomeMy WebLinkAboutProduct Approval ® in e e e ultfi i M, BCIS Home Login ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us �• BCIS Site Map Links Search a t °� Product Approval FWd rP r � USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail P FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i.. Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature BIII Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tililt,Jr.,P.E. .Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. [ i Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC, DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850,1 Bertha HV Accordion-Blade 3 (HVHZ) Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida,Inc. Other: Large Missile Level "D". Max span Is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,. loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bertha HV Accordion Shutter MCI aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom storm protection =Limits of Use Installation Ins uctions Approved for use in HVHZ:Yes FL18 0 R11 II ERI ANS UTTER SYSTEMS INC. Approved for use outside HVHZ:Yes DRAWING 17-10ff BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified :American Test Lab of South Florida,Inc. Other: Large Missile Level"D". Max. span is 13'-2"for 30 psf Cr�are led. Third Party:Yes positive ASD load w/o window blade, 16'-0"for 30 psf negativ Evaluation Reports ASD load for HV1 blade w/o window blade for conditio FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. Indicated on schedule#1,sheet 12.And 12'-3�"fo psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF sitive ASD load w/o window blade"I1 X5'=5 for 30 psf Created by Independent Third Party:Yes n o V ad o window blade.See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ) -Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC,INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC,INC locking rod configuration for the HV1 blade,8'-0"for+64, -72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent.Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next i contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�opy.[!ght 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 Sectlon 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 emalis 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: M 1401_1� ®99 M Credit Card Safe GENERAL .NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SKOWN ON.THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS UEEI VERIFIED FOR COUPLIA\CE N ACCORDANCE'1'JRH THE 2017(61h EDITION) OF THE I FLORIDA BUILDING CODE,D TABLE OF CONTENTS DE-SINS WIND LOADS SHALL BE DEERUINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JU.21SWC710N WHERE SHUTTER YELL. DE INSTALLED WBH.A DIRECRONAUTY FACTOR Ka 0.85.USING ASCE 7-10 AND-SHALL NOT EXCEED THE MAXIMUM(A,S.O.) 'DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 7HRU 17,25,26,2B&saa AREA 1: HV 13LA9ES Cil (fA &'® IN ORDER TO VERIFY THE ABOVE CONDITION,ULTWATE DESIGN WITH LOADS DETERMINED PER ASCE 7-70 SHALL.BE.FIRST REDUCED TO ASID.DESIGN WIND LOADS S'MULTIPLYING rHE1a:13Y 0.6 N ORDER TO COMPARE THESE W/MA)C(A.SD)DESIGN PRESSURE:RATINGS.INOICATED.ON SHEETS 12 THRU 17,25;28;28&2E& GENERAL TI(7TE5 $I{EE7 1 IN ORDER TO VMFY�THAT ANCHORS ON THIS P.E.D.,AS TESTED;WERE NGT OVERSTRESSED,A 33'-X INCRZASE IN ALLD'NABLE LOADS FOR WIND LOADS WAS.TM USED N THEIR ANALYSIS.BERTHA SYSTEM'COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTIER SYSTEM'S ADEQUACY FOR WIND'AVD URGE MISSILE DJPAC'T LCAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -IDV BLADE 1O f0214.0I-03,#0715.01-03.J1004,01-05.(1214.01=05;80317,02'06,¢0E09.01-10 AND 1021"1-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38-43, SHEET 4 AREA 2• HVBLADE Cid AND HV WINDOW -BLADE 11A -HV WINDOW BLADE 0;(0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01[=08 AS PER TAS 2D2 PROTOCOL (WHERE APPLICABLE) -HV BIApE 208042201-OS AS PER TI'S 201,TAS 202 AND TAS 203 PROTOCOLS. _ "TYPICAL SHUTTER ELEVATION&.NOTES:DNLGCFCS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE BLOCK. .SHEET'6. 2.NHV ONE MUS B KC BLADE DENTE ENG-111--RED ACCO TO)YORK H UNISON i30. EACH OTHER N AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5-TO INTERIOR ZONE 4,EACH / WIND ZONE MUST BE CLEARLY NS SHALL IN ACCORDANCE RFO IREME 1 CHAPTER 30,OF ASCE 7-10 STANDARD.ALL M0OF WIN CONDITIONS AND FASTENER T'PEs SCHECULES MUST BE APPLIED To THE, INSTALLATION DETAILS F-L, CONCRETE/BLOCK - SHEET 7 CORRESPORDINO ri7ND ZONE TMS SHALL INCLUDE 7,40 REMENTS L BE P.SEPARATION TO TIASS.DEA Qr WIND ZONES 4 AND 5 AS WELL AS VALIDITY Or COMPONENTS FOR HV BLADE 1 CENIERMATE 'DETAILS HV SHEET 8 A 2 A7-10 TN SHUTTERS SYSTEMS FOR EITHER NAND DONE SHALL BE PREPARED AVD CERTIFIED BY A FLORIDAFl.ORIDREGISTERED ENGINEER DR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD,AVp5F1ALL DE SI&3MTRE0 TO THE BUrtOeG OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTFJWATE ALTERNATING DETAILS HV SHEET'9 HV BLADEOAND HV WINDOW BLADE ® ARE M-CINEERED TO W;CRK IN UNISON 157TH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28, CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3. ERNES H.V.ACCORDION SC (HV WITH 135. USED AT DSTRES STRENGTH KNUCKLE.1ANO FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BEIIIT 14X2.79 AND 114X1.75 RESPECTIVELY,MANUF- MINIMUM MAYJMUM SPAN TABLES SHEET 12 SEINES STAINLESS STEEL SCREWS WITH DESA%V IAM STRENGTH AND 180 k:i ASSOC ION,PINS PINS SHALL BE COATED WITH BERTHA FIV DACROSMELD COALING SYSTEM AS MMUFACLURm BY APPROVED COATING APPLICATORS,REGISTERED ri'RII AMERICAN�SHUTTER SYSTEMS ASSOCIA7101N PINS MUST BOAR THE HV MFRICNC ON THEIR NERD. .ANCHOR SCHEDULE- CONCRETE SHEET 13 ' 4.ALL ALUMINUM ANCHOR SCHEDULE-CONCRETE SHEET 14 FOR 6005-75 5 ALLOY.EXTRUSIONS SHALL BE ALUDNUIJ ASSOCIAl10N ALLOY AND TEMPER AS IND:GATF.n ON SHEETS 2 AND 3.MINIMLI7 YIELD STRENGTH FOR 6063-1[6 ALLOY IS 31.7 IGD AND 35.7 ksl ANCHOR SCHEDULE- CONCRETE SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A S.ATI.SCREWS&SH 8E STANI.ESS_STEEL 304 OR BUILDING ANSI SERIES C.R_CORROSION.3.4. Rt:SISTANI_COATEO CAR80N STEEL AS PER Olfi 56018 WITH,50.ksi?JIM ;LLD STRENGTH AND 90 W 17N.TENSILE ANCHOR SCHEDULE- WOOD SHEET-16 &SHALL COMPLY W/FLORIDA DUILDINC CODE SECTION 2411:3:3.4. ANCHOR SCHEDULE- SNOOD SHEET 17 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR.AISI 304 OR 316 SERIES STA'1NLLSS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS M-R. WOOD SHEET 18 /� INSTALLATION DETAILSS-X, WOOD SHEET 19 7.SEETHE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.KV BLADE`_- 13•f4,15,15A.15.17&28A END CONNECTION DETAILS 7-12 &X.WOOD SHEET 20 HIV BIAOF .26. HV UTADE 3& 55ORKING R3 UNISON:-13, 14& 16 AREA 3• HV BLADE C�ON Y 8.THIS BERTHA H.V.A.000R,DION SHUTTER SYSTEM BEARS A U.S.PATENT#a 779,592.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART 6Y'U.S.PATENT 85'458,179 ISSUED TO FASrORN METAL SUPPLY,INC. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEEP Zt INSTALLATION DETAILS AA-GG, CONCRETE SHEEP 22 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE-SOUNDNESS Or THE STRUCTURE WHERE SHUIIER IS TO BE ATTACHED TO INSURE PROPER ANcHCRApE.CONTRACTOR TO CENTERMATE DETAILS HD SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES YIHICH REMAIN,THRU FASTENING,IN COI.TIN000S CONTACT WITH THE BULLD:NG 70 PREVENT WIND/RAN INTRUSION. END CONNECTION DETAILS 1-6&X.CONCRETE/BLOCK SHEET 24 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE OUROIO PEWDOS Or HURRICANE WARNINGS KOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL MAXILLUM LES'SPAN TABSHEET 25 KV AND HD CENTERUATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE, CONCRETE SHEET 26. I1.SHUTTER MAHUFACTUREYS LIBEL SHALL BE 1-0=1ED.ON A READILY VISIBLE LOCATION AT ACCORDION'SHUTTER N ACCORDANCE WRFH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WTI"SECTION 1799.9.2 OF TIKE FI.ORICA BUILDING COOZ, .. - AREA 4• HV WINDOW OLADE R ONLY 12 BERTHA R.V.ACCORGON SHUTTER SYSTEWS INSTALLATION SHALL COMPLY WITH.SPECS INDICATED IN THIS DRAWING.PLUS ANY BUILDING AND ZONING REGULATIONS PRPdCEO BY THE JURISDICTION TYPICAL 1WNDOW BLADE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED 70. _ TYPICAL SHUTTER'ELEVATION SHEET 28 13.(a)THIS P.ED.PREPARED 13Y-[HIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORUAION FCR A SITE SPECIHC FROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.F.D. (b)CONTRACTOR TO BE RESPON51®.E FOR THE SELECTION,RJRCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BIASED ON THIS P.E.D.,PROIAGFD HL/SHE DOES NOT DEVIATE AREA 5:' HV WINDOW BLADE n ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUVENT.CONSTRUCTION'SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY_ NSTN,LAIION DETAILS, METAL STUD WALLS SHEET 28A (c)THIS P.F.D.WLL BE CONSIDERED-INVAUD IF ALTERED BY ANY MEANS. _ (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGSIERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD.(F.O.R.)�FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO BE RESPONSIBLE REAM SFR:PROPER USE OF THE PED.ENUYNEER OF RECORD,ACTING AS,A CELEGATEO ENGINEER TO THE P.E•0. ENGINEER SHALL SUBMIT TO THIS LATTER THE-SITE SPECIFIC OBTAIN.PERMITS IN THE STATE'OF FLORIDA. BE RESP FOR RE'-0EW. ..•sIAIIII .. (e)ORIGINAL P.E.D.SHALL BENZ DHC DALE AND ORIGINAL SEAL.AND SGMATURE OF THE jj9r=5-y1011{l. I{ETi OF RECORD THAT'PREPARE)R. }\C li AFLORIDA BUILDING CODE(High Velocity Hurricane Zone \\�P� •�GGNS• • 2017 TIJECO.INC.(EICWCLRwC) 92017 EASTERN METAL SUPPLY, INC. 's BERTHA HVTM 406 j /� Accordion Shutter System iL Eco �N4:. ■ ■. ■!T!■ , C .V.BLADE 11 W OR W/0 H.V.WINDOW BLADE&HN.RUDE p / -\\\ - er(can Stutter'Systems REKNc 06CBIflDON DAD[' CRAYlN 9Yr LQ (/U1Y�1 TILLIT TESTING & ENGINEERING COMPANY Am ¢oi4:�1.FL Rl+ .R���L\\\ 6!!3 t1.M'.3Eh SL SN..A3 NR;MIA GAIDDIS;FADRG]DI6 Association, Inc. 1 OLD 16-079- 07/26/17 DATE: ,D7/26/n' �a'17 •......••••\� 11 Ph.*:(305)871-mo Fax;(305)971-t5A 4268 West ROoda Drive 2 175 1 fG` 1 H e-m 1n EomRoloom West Polm Scach, FL 33407 3 DRAWING No <��ONA1. Y1 F1 I 1 [D-0006719 PLwne:. (800)432-2204 .,F-: (551)209-8380 /��OZ GST WALTER A TILUT Jr.P.E. - 4 P.E.SEAL,=IF,NATURE/DATE FLORIDA Ua a 44167 6 SHEET 6 1 OF 28 3' MR wmmh*OWE 1.491' .200•. 0'31 0, a.464' c .090 . C�• __ OQ`4, Imo) ,• 4271 4.857' V 4.857 ..._. r �.. 4.999" .1, m• �\• HV SOLID BLADE ' 37 /,:y GOVFRED UNDER US PATENT 5458179 2 1HV BLADE HV UNIVERSAL FLOATER A. 0J HV 90-118W STARTER, 1' HV WIND ow eU10E= COVERED UNDER US PAIENI 5458179 J / (D QUALIFIED(1) USE 5V/ 6006-T5 ALLOY AND TEMPER QUALIFIED FOR USE :V HV BLADE 1 3 2 4 HV DIRECT MOUNT HV BIaDE'I � 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 28 6006-T5 ALLOY AND TEMPER USE 6063-T6 ALLOY ARD TEMPER 6063-T6 ALL 01;..i F OUhLIFBLADE E�&(Y/ FIV ���� 2 rte• 6063-T6 AIlOC1'7ANO EMPER3. ,724 2226• -OW 9 4)`a• 7 � / 2.670" , m a94' .67 1.000' r. 72 n• p' 1842 _—_-__-� 4897• m .815• -2.D92" of 0.072• 0.07 q 4.436• I - "� _ �-__,-3220• - .12" ' DJ TER LIP t 1.37s" ©HV ADJ. FLOOR OUALIFIED FOR USE 'W/ G HV WALK–OVER TRACK 970 - {�- 8LADE V& QUALIFIED FOR USE W/ HV g~HV TRENCH TRACK QUALIFIED FOR USE HV BIADc Q7 & 2 3.750' 6063-T6 ALLOY EMPER BLADE' 6063-T6 ALLOY AND EMPER QUALIFIED FOR USE W/ FIV 6063-T c BLADE(1]&0 ONLY. l'y HV RAINGUARD 6063-T6 ALLOY AND TEMPER - QUALIFIED FOp_USE W/ HV ARIES " i.936" BLADE g j&n. '' _ _ t• o VARILS 1.935, 083" 083' {{ .-_ _ h4Y 6063-T6 ALLOY AND TEMPER rvl g .083' AB3' .I k_!0,31 ' »! 2.035• DSD' �I `� J_ 1 a I tr � __-. ,a .140' _060' v ,670 .�I .f93' 3'. 140• o 9o- 1670 1.686' -060. -6707. 636'• e 1l C I G HE a pv, OUAUnED FOR USE W/ HV E(1 ONLY, C2 HV EA 13' HD CEILING HEADER/SILL SEE SECTIONS F DITY`� IFiED FOR USE V7 H 1CjONLY 1 6063-T6 ALI- TEMPER 3-T6 EMPER QUALIFIED FOR USE W/ F(V BLADE`lj 14 QUALIFIED D F HEADER/SILL 15� 5HD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. CUALIFIED FO- USE W/ HV QUALIFIED FOR USE V.'/ HV BLADE CI, 6063-T6 ALLOY AND TEMPER BLADE`f,ONLY. 6063-T6 ALLOY AND TEMPER I 6063-76 ALLOY AND TEMPER X T1 EIADEI X t Jim X MN Y WL t COMPONENT A 8 TI 17 +UAUFl_ Y Ij 2" 5•MAX. 1/8" f/8' HVC �� R 1B , Z° 5'MAX. 0.192" 0.792"I -0, x , ,161 SIDE.ANGLES POSTS QUALIFIEEI FOR USE Vl/ hV ALUMINUM..ANGLES 1, I 2-5' 17"MAX 0.190' 0,190' k.'V iC BLADE &(2� QUALIFIED FOR USE V1/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE�1,dcCt� BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEM yTFlliT TIL IFLORIDA BUILDING 'CODE(High Velocity Hurricane Zone 1t11S�P\,.•�^LN cr,.!/iQ y 02017 T4TEC0% ,INC.(fNGINEERM,[y 02017 EASTERN METAL SUPPLY, INC. \144V1 C67. `s. BERTHA H101iA -P! . S A Accordion.Shutter System �. E�:®t■e. ■ ■ ■ V.BvDE#I W/OR.W/o.Kv`WINDOW EUGE&TLV.BLADE 12 American Shuffer Systems REV.Nu DESCRIPi1DN DATE DRAWN 8Y: LC. TICCIT TESTING & ENGINEERING COMPANY AssocTuflon, Inc. 1 OLD 15-079 07/26/17 DATE: 07/25/17 6'-55 MX 36:.SL,Sl 305,MRSM RQEM.ROR$4 337 C4RlDo /C \ �� _2:Prone:{sos)e71-Sulo.For:(3as)an 4268 West Roads Drive -1_37 2 �w�s••••"'"��,: •1 a:GNeeaNaof.eom West Palm Eeacn, FL 35407 DRAWING No IS�D;�A�,� 1•" E8-"W6719 3. ] -"W671e Phcne: (800)432-2204 . F..: (561)209-8380 —102 X11 WALTER TNLIr:r_P.E. 3 P.E S6'19 TGk 1098 DATE FLORIDA Ua 1 44167 5 SHEET .6. 2 OF 28 4576- 4.660" _ .929' . 745• 2.293• 1 FLIT MEAD/ 1/4=20 rOtE CAST 2.293•. -745" -_� _ _ 4.33{• 7NRTADID HtrJS07G QiA1LR p 93.N,5. CAxED PAINTTD faJ�• g i _p•�• w (]7YA.) c� ,NRFAOFD I1d.ISMG[NAuEL m I t14KE0 PAINTED RSS TURN �2. " 062• •-�. „y n60.. m r r o. m m a KNae. t .4 - _� BRASS Cy=ER '0 ASS CYLINDER e'ANO. °I &KEYS(CHRakE (CHROME PLATED) 21 HV' CENTERMATE 's. ' o T-32s =^ OUAUFIED FOR USE W/ HV BLADE& 1R1 Oh'LY HV FLOATING CENTE@�tgTF g+�• ; =I ® HV LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLADE 1 & I ONLY 6�- 3. a• ,75 QUALIFIED FOR USE 1V/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER (2�} HV CORNER CENTERMATE Bu'DE(1)& A,)ONLY• BLADE tO& QUALIFIED •,g ONLY. ALIFIED FOR USE 'N/ hV HLADEU ONLY 2.874' 'I 6063-76 ALLOY AND TEMPER PLASTIC HEAP I h18" 18° 1.758" •.922�1 4.`045' 24 MOLDED T07-\ m u SC E,R vt. I 2A�Z1353, jnn4/4"9-205X3/4" Fl-�O„E RNC RNC 1 4 0-20 RIVNUT* � S.S. THUMBSCREW II SER.S 9444 AIUkINUM(2024-73 ALLOT)lPfiGE FIA1:3E THR1 2.230• ( L 2-750• � I Y 6�. SHEET NUtn".PART!0820,AS MANUFACTURER]BY AVDEL PLAN " FRONT ELEVATION $ HV MALE "T" LOCK CENTERMATE CHERRY 7E1(TORN.PARSR rEhR',NEW JERS_l'07054 OR FDVAL. 47 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR.USE 1V/ HV BLADEQ)ONLY 24 HV FEMALE "T"_-LOCK CENTERMATE i`&.HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ IIV' QUALIFIED FOR USE W/ HV BLADE UONLY QUALIFIED FOR USE W/ I4V BLADE ONLY W Q BLADE ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER"' / BLADE 7 ONLY. �J 1.917 1.917" 5 3.161 _ 0 0 .C63° ('• ° - .4 2 .083- .062' .2 KFY CYLINDER SO 11 1TdL•kB7URN m� - I I CYLINDER OR v. u;- •o • I:t.a n 40 iv m o 10.825'Mm. (31 HD CENTERMATE WJ NO LQCKjNG ROD 3�?I H E W SOCKING�'eR�OD m O°° m OUAUFlED FOR USE W/ HV BLADE U1 ,;1A &U QUALIFIED FOR USE W/ HV.OLADE 1 ,, _ &� ,4 HD CENTERMATE'S INSERT i m o 6063-T6 ALLOY AND TEMPER 6063-To- ALLOY AND TEMPERt' .804" - VARIES•'12"tARL QUALIFIED FOR USE W/ HV BLADE(,IIA &'0 -•--°--� ,.,30" 6063-T6 ALLOY AND TEMPER 1/-'0-21)S.S.oR 3/8.0-16, 'I 41/2. _ _- -THUMBTLL4N •-ACEFAL TFUNB32,S - CYUNOER (5¢aTULS) �° _ I OR KEY - 11/4-0 178 MtnCYLINDER 1.78-Max. LOCKING RODZ �� � (,_;375 0 44 HD LOCK QUALIFIED FOR USE W/ HV BLADE D&� i 6t"IV 3�8"0-16.'ACETAL 'HV '� " x-20 AISI 304 EY REGFtJ HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,� 6063-TG ALLOY AND TEMPER 'THUMBSCREWS S - BSCR S QUALIFIED FOR USE W/ (-ni BLADE 0, lfj&(2� Q q�/INSTALLATION WILL REQUIRE A 7/16" HOLE QUALinz FOR USE /Ayy`�.p ADE 1Q& QUALIFIED FOR USE W/(N GLADE 7 & DjR��-ILLED AT TRACKS FOR PROPER EMBEDMENT 1/�l� AA��S .Q -FLORIDA BUILDING CODE(High ri Velocity Hurcane ZCne) 5\tII�P •••JL ? ©2017 PLTECO,IAC.(EN 1NEDRING) ®2017 EASTERN METAL SUPPLY.INC. Et11 F BERTHA HVT,•( 1!. E C® bac. A.S.S.A. Accordion Shutter System:V.6lADE#1 N' OR W/0.HY.WIND0'H EILME k KX BLADE ,�'•�/�T�I�F-D� •,-T TILLIT TESTING'& ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN Ow. L.C. %•I'-J =5 N.N.36•.h.SL,Ste.305.-NR°NN CAFMh'N!,FLOq*A 3316 Association, Inc. I OD 15-079 07/26/17 DOTE .07/20/17 J0 4268 Wes: Roods Drive CORIa• *��� Phcac:(305)871-1530.Fo.:(305)871-t531 2 a-mal:tltecoaooL Wes' Palm Bcach, FL 33407 3 WALTER DRA © 'dlINO No L -IN-MPhone: (800)432-2204 . Fax: (561)209-8380 4 - .17-102 a- -0067 19 Jr.P,E. P. F�iTi{SstGyAN9REi ATE FLORIDA L;-8 44167 5 SHEET 6 3 OF 28 41- 40 3 L . SHUTTER ASSEMBLY SCHEDULE FDR ; HV 1 HV _AND HV BLADES. 11j 9 1Q HV BLADE i, 4 ".q N HV BLADE 1A EE NWCf 1 I � .in Q HV BLADE 2 1'Q® or 1 N 3 3® HV LONG RECESSED NYLON BUSHING 39 HV :SHORT RECESSED NYLON BUSHING j 40 EXTERIOR HV NYLON HAT WASHER 0 ;i� 11 l 41 T4.1.0 41 HV WHEEL CARRIAGE AIS! 302-303 SERIES - 0 0.870"x,'/16" THICK NYLON WHEEL. I'.Q® Or I' ® or 0.188"0 AISI. 302 SERIES S.S. RIVETS. (gEE NOTE fOR 1 I i ? 1 E REQUIREMENTS} Q® or i 4� HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD Y 4r 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW .0 1 . I ?1. Q® DrQ 1 (SEE SHEET 27) N W o ff EXTERIOR BUDE KNUCKLE FOR I I 1 * TYPICAL SHUTTER ASSEMBLY ; ..... SCALE: 3/8" = 1" - - HV PINOR Q AT (7) PLY©SHALL ALWAYS- BE USED AT ALL.EXTERIOR EXTERIOR HV _ - - � BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION'SYSTEM W/ HVO OR 40.324"` 3 (SEE NOTE * FOR HV(9'BLADE. 'If 1 ® REQUIREMENTS) (2) HV PIN®MAY BE USED IN L IFLI OF(D AND ONLY AT I EXTERIOR.BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVQ BSE WHEN CORRESPONDING TO INSTALLATIONS"CC"AND -OD-. SHEET 22. 1 (3) HV.PIN®OR©W/ 1/2"O.D. 1/16"THICK SS: W'A34ER- SHALL BE USEDFOP. DIRECT MOUNT INSTAIATION PER DETAIL X. WHEEL .CARRIAGE DETAIL ASSEMBLY -LAYOUT. SHEETS 11 &24. - N.T.S. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurcicane Zane t11t „: T✓"� Q2017 11LTEC0,INC,(ENCINEMING) m2017 EASTERN MEfAL.SUPPLY, IN 0. EIusF 13ERTHA WTI., N /+ A S■ Accordion Shutter System L' E C'Q 1 ti C. ■ ■ ■ Y.BL1L1 1 V! OR W 1= BLADE&h BEAD ' �• _.. t .. .. American Shutter Systems REV.110 E OCSCRIPNON/Q V riDATEtl,MWN BY:.V.LC. E. � E a TILUT TESTING & ENGINEERING COMPANY H S .. AS8 West ati, Inc. 1 -GID 15-079_ 07/26717 ca1E: o7/z0/n 6155 H.W.10th.'Se,S 1GA VIRGMl4 CAROENS,FLOfd.'30 3316 F P Phone:(305)871-1530- .Fes: 305 71-1531 4268 West Rd069 Drive 2 ,o •.•..... ( 1 DRAWING No �� �1 a-mea:tattcoDad... West Palm LTeoch,FL 33407 =_IsSMaIAI 4� .111 WALTER.6719UT ,.e Phone'. (800)432-2204. F= (561)209-8380 4 17-102 FLORIDA Lia:•.#44167 5 .SHEET 6" 4 OF 28 Cy, m NOTES ON HV LOCKS AND CENTERMATES; �i,' i, MANDATORY CONDITION 11c ONE HV LOCK or SHALL BE USED AT T 2 OF SHUTTER SPAN FOR ANY SPAN -`yQ - OR 12•A90Y CR 8 OW 2 OF SHUTTER SPAN OR SPANS.UP TO 105',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or NAY BE USED AS AN INSIDE OROUTSIDE LOCK.ATTACHED TO @ OR - ( f _ CENTERIAATES V!/(2) 1/4'0-2D x t/2'LONG F1AT'HEAD SS. LLS, IOCATiON OF LOCK.SHALL BE AS INDICATEb ON TYPICAL SHUTTER ELEVATION. O��aa 11 �5 2. LJMITED MANDATORY CONDITION #2 ALTO NA&WRY CONDITION il OWM QNLY FOR 16„I FLOOR/CEILING INSTALLAT[ONS. TWO HV LOCKS' )OR T25�OR ONE HV LOCK OR j.9 W/ TWO 1 LOCKING RODS 5 AT TOP & BOTTOM SHALL BE SED F012 ANY SPAN AND IN ALLATION AT ANY ELEVATION. HV LOCK�OR @ SHALL BE ATTACHED TO OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION ff1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL 0 gh�, SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. V s 4oR 5b9 oK O�aK 4 "' � 3. •IF DESIRED, FOR HEELER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV II LOCKS Q OR qO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES J D / OR.9 SHALL BE AS INDICATED ON NOTE(1)ABOVE-- LTION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. aC �yll S=? a TIo� �!'•�g 4. OP7Tt1N6I CONDITION �? NAI iD.ONLY MENH({NDATORY CONDMON 41 OR LIMITED MANDATORY CONDITION 5f$ Hoc-xvo -yx TI v • LOCKING RODS (35 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFOKMANCE LOCKING RODS 0 OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). f5. MANDATORY CONATION 62: ONE HV LOCK Ing or,2�SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 6 1 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2y or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LCCK, 7 +S 9� ATTACHED TO e, CORNER CENTERMATE-W/(2)-1/4 0-20 x 1/2'LONG FLAT HEAD-S.S. M.S.TWO LOCKING RODS 1C9 l k-> 1 x a AT TOP& BOTT'OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. l ja H8 > MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. j e . FIRST ALTERNATE TO MMDATORY CONDITION #I VALID ONLY MR HV-LOCK-2 I MMErRMAI ENTERMATIES la- ONE ALTERNATE HV LOCK Z§MAY BE USED IN UEU OF HV LOCK QQ4�t or FOR ANY SPAN AND i INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN (SIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4'S.S_THUMBSCREW TO 0'OR 4 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4-ALUM. S€£END—I RIVNUT AS SHCWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN.OR TWO CCN.uECTION . —.J,j LOCKS AT 1/3 OF SHUTTER SPAN. OETRIL S ON D f E H I J K L 0 ,I P 0 K Y W X sHEET.II TYP. i *NOTES ON HV aT" LOCKS AND CENTERMATES: FULL HEIGHT. 4}'+�-� I -- �s ( OF CORNER 1. SECOND ALTERNATE TO UANDATORY CONOMON 81 VALID ONLY FOR W-r 1 OCK AND CENTERWATIES AND ONE ALTERNATE HV 7'LOCK 3 MAY BE INSTALLED IN LIEU OF HV LOCKS OR 4�FOR ANY SPAN AND _._ ^uluTt'a u�ocH CENTERPJATE INSTALLATION AT ANY ELEVATION.ALTERNATE LCCK �P_MAY BE USED AS-AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Ica �� OF LOCK iL)INCLUDES USING REINFORCING LOCKER rg7J,AS SHOVlN ON SECTION HVG, SHEET 9,WI-9 MUST BE 1�'1 3�� CONNECTED TO CENTERMATES,:&AND C W/ 1/4-0-20 K 1.1/2'LONG SS_THREADED BOLT W/7/8b x 3/32' 10' Sas 7.11$Iw(17•I a on INNCNUT OR W/ 1/i-4-20x1• S.&M.S. INTD A 1/4"0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' .� �� `J MAXIMUM A13GVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS q39 TOP AND 80TOM IS MANDATORY. C,` .@ ',TI.lJ`glw _ It s� t�B aK 1�+-a B«•e� tn7 u *NOTES ON HD LOCKS & CENTERMATES: !� �_ U L/ 1.HO L 'Yl/HO CENTERtlATts DR g W/(3�: ONE ALTERNATE HD LOCK LT MAYBE USED IN LOU OF 1191+ 3 uR 19'�S aR B� HV LOCKS OR X251 FOR ANY SPAN AND-IN CNS AT ANY ELEVATION.ALTERNATE HD LOCK J MAY BE USED •`-J .J �� `� C� AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOG(f3� TO�'IS W/3#8 x 3/8'F.H.S.S.M.S..AND INCLUDES TYPICAL ;1} HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT 13 AS SHOWN ON SECTIONS HDB-F VB AND HOC-HVC,SHEET 10.LOCK VAY BE INSTA=AT MIDSPAN OR 12'MAXIMUM BELOW OR ABDVE MIDSPAN. USE OF LOCKLNG RODS g,IS COMPLMY OPTIONAL N.T.S. SII FLORIDA BUILDING CODE High Velocity Hurricane Zone) 1111Q.�' ✓9 ©2011 11LIECO,MC.(ENGINLtMNG) ©2017 EASTERN METAL SUPPLY, INC. ��ENSF BERTHA IKIVTill No.44167 `: Accordion Shutter System i ■ t ■ ■ . V BLADE1 W/OR W/O H V.B7NIIDW BLADE&H.V.8140E 1�9; %_ ti American Shutter Systems REVNo DESCRIPTION DATE DRa'WN BY. LC. '��.. TILLJT TESTING & ENGINEERING COMPANY `. Association Inc. 1- OLD 19-079 07/26/17 DATE: w/2e/n _ •1. •�/ 6350 N.x,36:A.SL,71 106. .I- a 305)8 fLOR19A 3316 + Ph—:(305)871-1930.Tea:(]05)871-1531 4268 1'/esi Roads Drtve 2 DRAWING No y_1� .• a-mal:,aletaotot.eam A'cst Palm Beach. FL 33407 3 �,�'S/pNA��a.•' EB-0005719 Phone: (800)432-2204 . Fax: (551)209-5350 A 17-1�2 WALTER.i TON Jr.P P.E Suu./f90fU'RE/DATE FLOR10A U=•R 44157 s - 511 F 28 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK I- CONCREIE REQUIRFD� REgURED I CONCRETE ANCHORS t 1/UACHR7E SCRERS$S CONCRETE ANCHORS `i REQUIRED SEE SCHEDULE ON ! /%. (SEE SCHEDULES ON CONCRETE MICHORS � r r/ r (SEE SCHEDULE ON SHEET 131 I SHEET 13) 1• t,/r ! 1 SHEETS 13& 18A) NUTS® 12.O.C. / 12 ORC4) �• 1/ab-20x3/4-S.S. f r / M7n. 17 OR 18 EO 'MACHINF SCREWS ' UNG1/4'-20 NUTS 550E Da. -- 13 OR 5 I, i /C. ,__ L OR15* A .259'E U } .250'Alex. ED FlAax. EO.• / `OPnONAL i1i OPTIONAL .i MN.SEPARATION � -i'!� �I+ 'a - L' AGN.SEPARATION TO RA6(SEE �i wi .�� TO GLASS _ ' i.ii2 FOR EB��AYO 111ff'111 ------(SEE SCHEDULE ON"__ h 1 �' I OR .0 E7(tsTINGJ SHEET 12 EXISTWG ON eJiEFC FOR I MW-SEPARATION CUSS ) LY . BLADES 1& 10 GLASS a�� 1 I ` C1ASS—i O A —..,SEF SCHEDULE ON I J E%4i11NG S iFfT 12) G ASs O V WALL HEADER INSTALLATION Al IjV WALL O © HV WALL HEADER INSTALLATION EXISTING �' E%IS __.--_-- GIA55— - I ALN.SEPARATION i 0 SEPARAnRJ • ♦ TO CLASS TO CLASS(SEE I i e OR ) IXISiING Y GLJ�55 (SEL SCHtOULE C 12SO4MULEE CNORBAD 'T 1 ' DUI.SEPARATION SHEET 12) p 12 FOR 1 PND TO GLASS ON SHEET 2871 - o I--_.._.(SFE SCHEDULE ON- Q& OPTIONAL _ a SHEET LE , E -/ f ,a 1/4• 1/4'+mx. -E Di _ .lfox. r,I/ OPTIONAL f 103I/4" 3 0R 1 S E.D.` .. EO / 1/a 13 OR Ponlu � 1/<'o-2Ox3/s•5s. /' PHD.LIPS TRUSS HEAD r CONCRETE MICHORS �1/4'a-2023/4'S.S.PHILLIPS EO EO MA.CH;NE SCR-R'S USING TRUSS HEAD MACHINE SCREWS )� CONCRETE'AKCHOR$ r r. 1 i7 18 1• 1/4'-20 NUTS 19 12'D.C. f '--(SEE SCHEDULES ON W/ 1/{-20 RUTS 0 12"O.C. ! (SEE.SCHmULES ON 4 A{n, F-0147ED CONCRETE SHEETS 13 h 15A) POUCO NC BLOCK _-1 SHEETS 13&75A) L 'J r�_ aI OR CONCRETE BLOCK OR CO BLOCK (,� �ICONCRETE.ANCHORS REQUIRED � 1VALL RECUR (DD, HV WALL SILLI (SEE SCHEDULES ON �HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 14 at 15A) OR CONCRETE BLOCK WALL RECURRED �) HV WALL SILL INSTALLATION gOTF F7Q CQMBINA110N nv SECTIONS: - - - INSTALLA_TIO.N .DETAILS .W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER s c 0._EDGE CLSTANCL lSSFlI.BLY (SEE SPECIFlGv{ONS ON SHEET 14), ♦BLADE(DA ON 2S OF 8 FOR \1 HV BLADE 2-MOUNTING SECTIOUS CAN BE COMBINED /fNpi��' LY ANY WAY TO sun ANY INSTALLATION. ,YPL. fIL1 FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone F •. ENN*S• peon nL1Eeo ,INC.(ENCWE N,NO)✓� @2017 EASTERN MCTAL SUPPLY, INC. QV GZ F • BERTHA HVA 44167 A S Accordion Shutter System Ii. ECO �N�. � Y.BIA7E.I)}V/OR W/0 R.!,ViiNDO}V Bl11DE&.HY._IBM.ri ' • American :Shutter Systems REV.Re DESCRIPTION - DATE DRAWN'BY-. L-C. TIWT TESTING & ENGINEERING COMPANY cc, ,� Association.'Inc. 1 OLD 15-070 07/26/17 DATE-- 07/26/17, '� �D•'.� �{` Y 6355 N.W.3Eth.51.,SLA.305.NRMNta GIRDDI+.FLORCA 331a C v;:•• 4288 Wa,t Reads Drive 2 AC� .,•.••, 7�\ 0 Phmo 7(305)871-1530.fox:(305)871-1531 DRAWING No �V.,1 a- L Vto-oeRLeae, West Peim Beach FL 33407 3 ^SS�ONAL� EB-0006719 Phone: (800)432-2204. Fax: (561)209-8380 17-102 WALTER. TllllT Jr.P.E. P.E Sc'�.SL/SFi,�A�TURE/DATE FLORIDA Lk. 44167 5 SHEET 6 6 OF 28 ED CONCRETE ANCHORS i V \ CRETE (SEE SCHEDULE ON SHEET 14), �(991 •�-., 7 OR •� COUIRED_ EDGE O 12 TOR BAOELI�I � GLASS $IAD IF W 9tEl 19 iibD77 ;, ,, ../. ( p�'/./.J AEPUGHLE DD BAm 1tJee r 1 ' A.�or, ` : uy. �a. m S� EXISTIN j w eE 5[FFWIF aN .�i(iRNAiE i i I G i( SHEET 12) - 'VASHER4'HEX , i + WASHER HEAD, 1 / .!r .^, ✓ //'r I tdY..A7M.N i TEK SCREWS i l• - 3 OR 75 c 3/a wx. @'O.C. i i i T.XISTING // a'L CONCRETE ANCHORS ' " L 1 1 N 1 3/d•WN. I 1 GLAS$J (SEE SCHEDULE ON ' � __� i ."'.Z f✓'/li f . SHEET 14) / r i / -! .• EDGE OF E, C / / EXISTING i ;i i; GE OF— IF f / '`i`i / t / / i / / /, EDGE OF SIAM IF GLSS i SLu3 1F I ` I 1/1"F-+-.-7 ff, EDGE OF f / j -SL'9 IF /I / / ' APPLICABLE ' MN 9YA 131 '11 _ APPLICABLE AUC �.s'2`CIXLE ON TO GLASS(M 1 is'EaZ eis(1��v7 w w POUREOJ � �,f i f i i- / o. .ai 95L'78 1 OR CONCRETE IIII---- _ POURED t E D.'�� C07JCRETEJ O LVC tREQUIRED D. C.�- REQUIRED COPOR ED LAT HFAO CONCRETE ANCHORS FIAT HEAD COIVORETE ANCHORS(SEF SCHEDULE ON SHEET 15) REQURE'0 (SEE SCHEDULE ON SHEEI 26) LING INSTA 0 HV FLOOR INSTALLATION ITT)HV WALK—OVER INSTALLATION 11 I TRENCH INSTALLATION COG; H VALID ONLY FOR UP TO+70. -75 PSF IIIIIIIIIPRESSURE RATING 3 FOR SPANS PER SCHEDULE 4, SHEET 12 1 CONCF7Efr.ANCHORS n xcrw.roH (-EE SCHEDULES ON SHEETS 15 h ISA)j FXISIING EXISTING _ Ren ul - 3 'tA1N. SEPARATION T--- ! f EXISTING— CLASS—� TO GLASS LL —^^ GU��'-'� Idld. SEPARATION I GLASS ; O 1 i: �_ �(S(F SCHEDULE ON '1' "1� �•'—(SEE TO OJ1 GUISS SHEET 12) ! 5'H 12) 1 1� ''ux r I !� g 3 OR 15 I E. ' D." $ICx3/4K"IIEX'ASHER 3/B 8 SCREPS®HEHO_ ri IIETE814x3/4' 1 TEK SCREWS @ 9"O.C. 12'O.C. ii;�i1• 1ifiI L --- 14x3 4'S.D.S. ' CONCRETE ANCHORS F / OR 7/4'm,2o s.s M.S. , ----- 6 '� 3/ -• f. Max. ''/NUT®9"O.C. ' (SEE SCHEDULE ON /1/2 m 9"0.C. +�1/2 I SHEET 15) / ',rT------' 17 R18 / - �' (!14x3/4'F.H.5.0.5. �} f / [TGE OF I /l /! \y 6 9"O.C. rr+ 1 CONCRETE (SEE SCH 7/11 -.--_1 7/a / / SLAB I APPLICABLE CONCRETE ANCIICRS SEE NOTE 13(b) -SEE NOTE 13(b) /••� I ! j--Dj POURFO � EDULES ON OA SHEET 1 POURED CONCRETE� ON SHEET 7 I 0— - OR CONCRETE BLOCK SHEETS 15 do 15A) OR CONCRETE BLOCk REQUIRED^ REQUIRED OPnc,m,l POURED i IK: HV WALL FLOOR INSTALLATION CL) HV WALL WALK—OVER INSTALLATION CONCRETE- u `,.J R7AUIRED Q)HV RAINGUARD IN t INSTALLATION DETAILS W/ NOTr FDR cOUFINAwN,nT STCD0N5: - THIS INSTALLATION SHALL e= - (71 7- SEE SHEET 4 FOR TYPICAL SHU-E.R E.O. = EDGE DISTANCE REMOVABLE%4iEN PERFORMED '\1 f H V BLADE ASSERDLY (SEE SPECTICAn0:1S ON SHEET 14) ADJACENT TO AN OPERABLE EXIT ♦SEE LUlITATIOHS OF USE FOR 2- MOUMING SECTIONS CAN BE COMENED f OR ENTRANCE &ADE IR ON SHEET 26 IN un war TO SUIT ANY INSTALLATION. t 1 �( - FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,��14/�P. ��`)ENS�•,.�9_ 02817 TILTECO,INC.(ENGINEERING) 002017 EASTERN.flETAL SUPPLY, INC. BERTHA HVn7 ��- No.44167 SAccordion Shutter System IL VTO-Eco i N C. ■ ■.S■A■ V.REJDE1 W/OP 1Y/0 H.Y.Y1111MOW EVLH:&H.V.BLADE. ' ,` Amerll on ShuHer Systems REV.No DESCRIPTION DATE ZRAYItT BY LG TILLIT TESTING & ENGINEERING COMPANY 0'• v + Association, Inc. 1 QLD 15-079 07/26/17 DATE: 07/26/17 `� ... ,•'\ 6355 Ira.36t1�SI,St-305.NR-MCIEnS.FLORDA 3316 sill 11 �Y 1 Phone� : 305871-1530.Fox: 5)871-1531 4268 West Roads Drive 2( e30 -r M Lat«oaa.c� west Porn Beach, FL 33407 3 DRAINING No /ONAL M EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 �.7-102 WALTER A TILUT Jr.P.E: P.E.SEM/SI.W11E/DATE rLDReA L;� j 44167 s SHEET 6 7 . OF28 EXISTING SEE NOTES L C e ® E'LOCKS® GLASS AND ALTRNATE HV LOIX®aSHE5 OUT IN INSTALLATIONS Wf HV w ELIDE SLACK DETAIL HVF IS VALID FOR N1 BLADE W HV CENTERMATES CENTERMATES APPLICATION ViTTH BL&Z(Q OR . SEE€ND WALL CONNECTION rEXISTING GLASS RETAILS ON SHEETS11 -&—=7 00 — -------- --------L---------------------- —� ) ---- 2'a2'at/8•c1-2' ! ®.Qoe�+�w�+�caOl 3 1/4" 7• 6 1/2• 7- (6063-T6 ALL01�AW D. ; 7(( OPPOSING ANGLE W/(2) 1/A•o TAPCGN I 1/2- SYMMETRYCAL ANCHORS TO CONCT{ETE CENTERMATES (TOP/BOTTOM)4 ; gTo=s/4•S.Ms:e.12• 1- SMS. CENTERMATES(4)atOzl/2• TO TUBE(. �/ O.C.FULL LENGHT, r' ) ,� MIN, SEPARATION / W HV LOCK or CLS) W/ HV LOCK 264 or io GLDUL AT EACH ANGLE(1YPj 7 (SEE SCHEDULE ON 5 ` l' I °' 35* t N SHEET �a) —A - I _-1 Ifs — 10 7/211_2. 1/2" �"//I°• ©, r3� ��w(�iF-� -�w� - .1 V r �«�®�©.��®�lo •©� - o J °" HVB OUT HVC (�•�C°Q ®�© (.®�.°.�R HVA POURED CONCRETE OR EXISTING GLASS I CONCRETE BLOCK WALL 10•©0e�+�`�+©°x J REQU ED EXISTING ©c®°w�+�cn®r®oa ' `-———————— ———,.._ T Gla s �, SYMMETRICAL �N �+ 7O °'V'O' MIN s�ARAnrnT \ t ©•Q°.Q9-Q� t®•�oTO9 EX1snN CENTERMATES /(j TO cuss 7 I( L _ J GLASS b 1 * © 11J� (SEE SCHEWLE ON 5 r . T I W HV LOCK 1161 cPTIONaL l ' SEPUARATION �N (WILRIOR) ®•O°�Q+©w1���oTO.. SHEET 12) .{ TO GLASS (SEE SCHEDULE OF710IULL ON SHEET 12) (INTERIOR) - ., f 1 0 U I ^- - coNCRETE .•`! I T— - - - 1 VARIcS hNCl!" C. , _1_- 16"O.C. ----- --.- - * ^ * T O 3 VARIES w °• (�7J� 1 O Of 6 1/2`MAX.SLACK OUT1 5 «((WERIORR)) HVE \J V HVF** HVD TI° r FLORIDA BUILDING CODE(High VelCcity Hurricane Zone) \ATI \j s,rs •• v�i ®2017 TlTCCO.INC.(ENCINEEPoNC) 02017 EASTERN METAL SUPPLY,INC. �I BERTHA HVTIJ NO.441.67L E C® �a A `+ A Accordion Shutter System I� 7 /i RE BIIt�E 1 SC OR.N N.V.WINTER'MADEORAW di H.V.BLADE. `1 TILLIT TESTING& ENGINEERING COMPANY American $tIU$eY Systems REV.". DESCRIPTION DAT[ Ow.ixiT er_ Ec �`' •� 4Y Association, Inc. T' OLD I5-079 07/28/17 DATE 07/26/» ,• ,\ 635A'N.W.56th. S)Ste.303,NRGI:W:(305)8 nAWG 3310 _ �'�•AA....••''•`` ��' 1T Ft:Bn°:(3C5)871-153(1.Fea:(305)871-15]1 4269 Wes- Roods Drive 2 e-m EB GOC ISI °C' Phone: (800)632{22040 F— (561)209-8390 FL 33407 3 17vr{102 ��A° WALTER A TRLT-Jr.P.C. P.E.SE$I/SX .TURE/04TE FLORIDA Ll 3 44167 s SHEEP 6 8 .OF28 ALTERNATE INSTALLATION W/HV "T" LOCK n. HV SEE END CONNECTION MAILS ON SHEETS ti & 20 MALE/FEMALE "T" LOCKS CENTERMATES 1 �2� & LOCKERS it-W/ n HV BLADE /1 . E%7STING GLASS _ OUT 9� -IN I 81ADE 7D SLACK DETAIL HVF.INDICATED ON SHEET 8. AS WELL AS UNNERSAL FLOATWG BLADE®DETAIL HDD-WO, ©D1®w©- 7Oa�sR TQ e�m INDICATED ON SHEET 10, MAY BE USED MOTH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. L@. 1©t SEE END CONNECTION DETAILS ON SHEETS 'i 1. 20 2-Y2-Y1/e•RD•-2 I ©•TBa��OOR�-�e9O (GOBI-ie ALLOY)Mull, ANGLE V7/(2) 1/4b rAPCON ' ' 1/2- ANCHORS TO CONCRETE I L— ([DP/L1DTT00}doI — (4)*tOx1/2.SJ�s 1D.11 � I 910.3/4'SAGS.0 12- AT EACH ANGLE(TYP)L O.C.FULL LENGHf. * IN HV "T' MINT05EP SION 30 HV "T" ' 5 3 / LOCK INSIDE 1 �37 Q ( ) I LOCK (INSIDE) ($EE SCH DULE ON SHE 12) I __—______-- —_ I 1/2" - 5 \� qUT 35 2 —1/4" 0-20 x 1 1/2".S.S.M.S. 2 NYLON SCREW HEAD * W/ 7/8'•0 x 3/32" WINGNUT. QO HV "T" LOCK (OUTSIDE)— 2fi 1/4" 0-20 x 1" S.S.M.S� 'k SEE NOTE 6 FO.'. HV LOCK, 30 HV "T" LOCK (OUTSIDE) -I"LOCK. ON SHEET 5. W/1/4"O x 5/8" RIVNUT t. 1 SERIES 9444 ALULUNUN HVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT.PART$0820. AS 1AANUFACTURED BY.AVDEL CHERRY T-7RORN.-PARSIPPENY, NEW JERSEY 07054 OR EOLIAL, 1I1J!!l�l1N�i,.� 11'� tti�A•�)'��`'z FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,`��� •`.lV Llys ',`W ®2017 Tr TECO,vw_.(rNOWERiNG) ®2017 EASTERN UETAL SUPPLY, INC. BERTHA HVTT3 NO,44167 ": 1L E C O t��. , . Accordion Shutter System � .V BLADE 11 W/OR tV/0 H.V.VS'MDOWBLADE&KV.BADE# . J'-; - American. Shutter Systems REV.Ne •DESCRIPTIO11 ,DATE CRA'NN[iY:._, LC. C TILLIT TESTING & ENGINEERING COMPANY ••�p��\ �� Assoclation, Inc. 7 OLD 15-079 D7n6/n gATti of/zc/77 . '••'• w ,1 5755 tLW.3ete.SL.See.111;VIR=aA GARDENS.FLORDl 3316 •fi1Jr l,r Phone:(305)871-1530.Fax;(305)571-1537 4288 West Roads Drive 2 DRAWING No 1p�Al � `td _.j: Wt_oOool.com 'Nesl Palm Bench, FL(51)2 S 17-1On L• R A._M TJ Phcne: (800)432-2204 . FCx: (SE 1)209-8380 4 L - _ YU�IER A IALR h.RE P.E.SEAL/SIGNATURE/DATE FLORIDA Uo.9 41167 5 SHEET 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 `-r EXISTING GLASS OUT ( 9R IN INSTALLATION n HV 'BLADE °�®�®•O°^®w10 ©G W;/ HD CENTERMATES f , 10.05 Ce0•©�4 1©•.®°°: ��- SEE END WALL CONNECTION © ����®�®•O� —J EwsrR+c cuss sx2,1/a'.o-z" 1/2 I 35* 35 (E083-i6 ALLOY)ALUM. I I ANGLE r!/(z)1/4'0 (OPTIoN/�') ry4, {oP'OONAL) T� ,1��� f„ x 3/4•SAIS..O 12• MIN.SEPARATION (4) FI.V. �l TO c PINS TYP. &(4)>I74,1/2'Sus. I (SEE SCHEDULE ( ) I N (4) H V 33 i to TUBE AT EACK + ON SHEET 12 ANGLE.f1YP) (,�. 1 4 5 a' 6 1/2' PINS(1YP,) ! a 5 ----------- - -- -- ---- - - - 1Q '. - L31 OR 32 33 31 OR(9@ 31 01?32 35 / 31 oR 32 HDA-HVA 20 4 35* { ,) HDC—HVC (OPTIONAL) HDB-HVB- OUT SYMMETRICAL. HD CENTERMATES SYMMETRICAL HD CENTE MATES W LOCK INTERIOR LOCK .(EXTERIOR) Q� as 6 4 Q7 -® 10-@-1 - 10- IsL-p•@-(D-0- SEE -(D-0 rSEE NOTES ON LOCKING RODS®M HD LOCKS ON SHEET 5 $ 1 on --- O9•©3 w�*�oa�9 ** UNIVERSAL FLOATING BLADE 3Q dL7A!L HDD-HVD IS ----- --- ------ _ -------- --- O VALID FOR ALL CENTERMATES APPLICATIONS WIT H BLADE D _O 1 HDD—HVD** M FLORIDA BUILDING CODE (High Velocity Hurricane Zone) INC.(ENG:l.'CER�NC) ©2017 EASTERN METAL SUPPLY, 64C. •. � ,��� ®4017 TILTECO. - s BERTHA HVTM • NO.44187 I* Accordion Shutter SystemCtN. A■S.S■A.LE Y.ELME it W/OR W/O HA.WDMOW SllDE&H.Y..BLADE¢ •� TIWT TESTING & ENGINEERING COMPANY Am6FICOFI Shutfor Systems RLV.Ne DESCRIFTION DATE DRAIVA fly: LC. ' A E3s5 N.x'.3E Sh.s Se.305,GIVIRNLA RINGWDE ,FLORIDA MPA Y Association, Inc. 1 OLD 15-079 - 07/26/17 DATE: 07/26/17 •� �� �� ,� Phore:(305)871-1530_Fat:(3A5)971-1531 4268 47GSt Roads Rrive z �RAWING Not a-mol:01-0-1— heat P°Im Bcaeh, FL 33407 3 e2 ,DiYAL E�'i�•4t Ee-0006716 Ph°ne: (800)432-2204 . Fos: (5131)209-8380 A -1OL�`' tVALTER A TLLLE 4,P.E.P.E.SEAL%itr.(fdkE/DATE FLORIDA Dc.§44157 5EET 6 . Of 28 / POURED CONCRETE OR A POURED CONCRETE POURED CONCRETE -POURED CONCRETE �'. OR CONCRETE OR CONCRETE+ CONCRETE BLOCK VIALL .' % OR CONCRETE BLOCK WALL REOVIRED "'- -'-'""— / BLOCK WALT.REQUIRED REQUIRED / f / BLOCK WALL REQUIRED l `, EXtSING CLASS , .• /' EXISTING CLASS /• /, ' '' EXISTING GLASS CONCRETE ANCHOR— I -2'MIN.. EXISTING GLASS c- �� f' �——� \ i', � i 0 16'O.C. �� / / ; IUN,SFYARAT.OV �% /` �:'�, �,; 2 IAIN.;:' ."__�_— f, TO GASB(S A j IAN:SEPARATION r % j' SCI-FlILE ON SFEET t 4 SEF'ARATICN 5 i Mia SMAWON EQ EQ TO CRSS(SEE /_ 12 FOR HIDE )AND • f' i jTO - / SDiEDLCE IXJ SHEET / ON SF'Ti 28 FOR I SCHETY ON SIffEf ,i' TSCF4EDULE ON SH- 12 FOR BADE 117PND t/tfi"x3"MWL— SCD&0 I i j 12 F07 pn^G(DAND .11iTOR ON 91EET 28 FOR (6063-T6)COM. - CN SHEET 26 FOR 1/2. 'u7 ��2B FOR (LOCATE Ai BLADES n&(D ALUM.MOSER � / EQA015 Q&� / I , ES(fl&1O EITHER SIDEI J PLATE (LOCATE 1/2•, 1y'- Oz^) 1 AT EITHER SR)E MIN. / I l V 1 �ttt °F 4O) i I I, {•U5E 1"OR Z"MAX. ¢10x1/2'SJAS. _ -'i {/ ----_� (AS AFFLICABLE).2'xi/8ir0•-2' 1 t ¢iOz1/2'S. ---- Q to O.C. { ALUMINl11A OLIf+M`GLE© 16' C�-'! _ "- (6063-T6 ALLC1)AT MIDHEI°HT�\ (1)B10x1/2'S.M.S.TOG)& vk (2)1/4'o TAPCON'S A14CHOR5 TO rj SEE DETAIL X FORD /��� -_ ♦ I WALL AT T"O.C. (LOCATE AT � /�'�' .^♦ I R, (D OR fl Al EITHER SIDE OF*4) III V OR dO-R �♦ SEE DETAIL X FOR--// �flo �• SIO£CTO TRA KSSID[CONNECIION I i0 TRACKS6 7 m� 10 SEE DETA'L X FDR_ 4TO TRACKS a 6•�a(gJa1p., �a /-o .G'2�a�•G�? -} a SIDE CONNECTION �J1CZ'a{�:a©•O7 wGg'wt°.lta sem, �j 7, I J"LBm •v:mn.J•1,��m TO TRACKS 1o. m1�7• +•�•hm L l��'l�SJm� va�la © �'1�>©O Iy5° 6 07 -@-0-07 -@- 06,07 . m s)•7-@ (D-07 J.m sj.�• .a as-[6m�3•i ass) a .�v f�,.IC�g:a�S•'�.8i'°17'122/1.a/ nest-dam .Z.a(s;. .a te-i�!aJ.� ,a(�-fss-9 �•`Lm�'.Z a�-'LaaUg` 0'�'m�•l�Ia ICRC•®a� �% (8)•(I BJaIJ•'�'°'�'Z)av END CONNECTION DETAIL 1 END CONNECTION DETAIL(I ENO CONNECTION DETAIL 40END CONNECTION DETAIL 3 / --- -- - - FOURED CONCRETE OR G ! f�f EXISTVG GLASS f CONCRETE BLOCK WALL CLASS _. 1�4 .. _ REQUIREDONLY A7:5 THAN 12'-0,- ! d10=i/z's.nf. rma sFPPAxanaa per ' / a 16.O.C. �� TO GLASS(SEE DSHEET .1—_—_—_�: _------- TO ___-___ `�; .2 FOR BADE I AND 1 aSCHEDULE OA U1 AM1D CONCRETE `� 1/z'MIN. SHEETON .7 - ---- /' .r JOO 8)CR`1J OR f ON SHEET 28 FOR ANCHOR O^ _ \ ON SHMr 28 FOR f •�� .% /�, f \ / E1AffS(1)& 12'O-C./ ` -1 0.lt7L5�&(faD 4'�'-• ; __/!-. __� OR 'OR)�,''DP.�. CONCRETE' �7I ANCHOR iE0 -� `SJ _-_--_1_ - O t 6" O.C. __ 1/2"PAIN. 60 RC8)OR(11 OR 2'IAM,r' I SEE UMIIAIIONS OF USE FOR BLADE TA ON SHEET 28 � OR)3OR14ORCl§ VIEW Y f 5 (�OR PLA 16 OR 1C3m�arJ CjaBOy`o,�,a DETAIL X POURED CONCRETE OR ` Ir��4�Q•�a0� �• �a �'° as"�- a'�"�a END INSTALLATION CONCRETE BLOCK WALL \ 1 7 �I 1 5 `.''U-v"'V•V-�" REQUIRED . GO•Qf.Q-wi .11v�a HV BLADE OR 44 HV WINDOW BLADE INTO •�,m •�,aC•�a �B}'�a >' aa� CONCRETE OR CONCRETE BLOCK WALL. ENA CONNECTION DETAIL �8J• a I9•; sT�g•�S�aOgrFEC D,., NECTION DETA L(6J FLORIDA euaulNe eoDE(HtyL, Velocity Hurricane Zone) �1►I V, .......... • �✓z p2217nLTEco,wc.(ENcwEERINO) ©eon easr[Rr:METAL SUPPLY. rtic. BERTHA HVTM o•a41IL E C® tNt:. A■S■&Q, Accordion Shutter System y BLADE 1 W/OR W/0 KV.WDIDO16 BLADE&H.V.BLADE American Shutter Systems REM. DESCRIPTIGH DATE IDRAYIN 6Y: L.C. .. ° TIWT TESTING & ENGINEERING COMPANY ' {7 •:•+♦J�•°°° Ms so.361.SI.9..3D5.MA- CMUTI43,FLOP"3316 Association, Inc. 1 OLD 15-078 07/26/17 DATE: 07/26/17 Ph—:(305)671-1540.Fax:(305)a71-1531 4268 West Roods Dma • flRtQ 1�1=° rmw: rat—o-I.— W.sl PaUi1 Beach• FL 33407 3 DRAYIII�G No, sr/•,�••••'••G���i[`7'L' .' 17-102 F8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 T.�r'' VIALTER IL nLUT Jr.P.E. P.E:S•F�57c/152yA-MR�/DATE FLOR+DA Lie.¢44167 5 SHEET 6 1 t OF 28 SCHEDULE #1 SCHEDULE #2 �^CHEDULE #3 SCHEpUL #4 ♦ SEPARATION TO ASS REONIREMFNTS * MAXIMUM SHU ITER PAXIMUM SHUTTER AAXIMUM SHUTTER SPAN*"L+" (1)L++:MM IIMUM ALLOW01E SPAN FOR MAXIMUM SHUTTER SPAN L+" OR "L- (fL) L+ OR "L-" R "L-" 7(L) INSTALf1tTlONS A G'.V<N FOSRME AS.D.DESIGN (1)SEE B10Y1 FOR 611NIMUN.SEPARATION TO FOR INSTALLATIONS W/ SPAN "Lt" OR "L-" aRESSURE RATING CLASS SCHEOVL FOR SHUTTERS INSTAJ.EG NATHAN CENTERMATES. &® or or I W/ ONE (ft.) FOR INSTA LATIO TALLATIONS W/ICAL & W ONE FIVLOCKS NE Mex,ALLOWABLE SPAY FORA GIVEN THEMEA FIRST AT BOT ELEVATION OF BUILDING HV L CK Or/�q or 26 Or HD V!/ O O / NEGAINE 0.S.U.DESIGN PRESSURE RA7WG I,fEASURED Ai BOTTOM OF SHUTTER.(� ® �` 21 2 22 W/ TV OR VI/ NO LOCKING 34 Y'/ NCOOL.KiNG RO05 S5 R 2 22 0 EO 25 R 26 LOC*<S ODSCENTERMATES 2�E 29 W/ ONE HV �HV LOCKIN (2)PBOCEOURE TO DETERMINE MAXIMUM' (2)MINIMUM SEPARATION TO GLASS FOR SHLRILRS LOCK 30 l'1 7110 LOCKING CCK 24 0 25 OR 26 VI/ N o SPAY FOR WF�L MOUNTINGS OR INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, Q / 5 Top W/ ON FLCOR/CEIUNG: MEASURED AT BOTTOM OF SHUTTER IS 3". IE& &GOD CONCRETE&tY000 CONCRETE GIVEN A POSITIVE A.S.D. DESIGN Uval'u" CONCRETE&WOOD INSTALLATIONS 0 k'P-R N 06J�1. 4 R 2r� r1I� �jF`/.�EE INSTALLATIONS PRESSURE RATING, DETERMINE MA7(11AUM ASDDESY.71 T i1CI�IS O I:+STAWTIQE.S lY As.ntf9RtPRESSUFE BOOR/CEWNG WALL NCU`DINOS �+' € P6FS"uRE FLOOR/CE41NC NOUNTIU0 SPAN"L+"FROM SCIIEDULE. rtAn7lc acme Rannc GIVEN ANEGATI'JE A.S.D. UESIG PRESSUREISI) WALL MOUNTING MOUNTING Fl.00R/CEW`la u0Un1R:C5 (P••.7J FLOOR/CEILING MOU14TNO (paa.) R0OUMGRATING. DETERMINE MAXIMUM SPAN 'L-' SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS( eR-) C.Oa-) FROM SCHEDULE.t 1 (n) L-(N L+ (N 1 t-(rt) L+ (E} L-{r) L+ (R) I-(rt) (o} -(s3D 13'-2' E12'- 0' i T3'-2" ib'-0' 12'-3` 14'-9` 30 13'-1" i6'-0" 30 13'-2" 16'-0' FINAL MAXIMUM ALLOVeELE SPAN IS SHUTTER INSTA'_LATION W/ INSTALLAT!ON 1Y35 i2'-8' 10' i2'-8' t4'-10' 11'-9" ' ' 3512'-7' 15'-7' 35- 12'-8" - 14'-I D' EQUAL 70 T}tE EIINR•1Uj.L DETEFMINED SaAN gpp(.) SYAiMETRICAL OPPOSMG AD 12'-3" 10" 12-3 13'-i0 11'-4" - 12'-9" 40 12'-2" 15'-2' 40 17-3 13'-10' BETWEEN "L+"AND"L-". CENTFRMATES CENTERIIATES 45 11'-11" 1' 11'-11" 13'-1" 45 11'-1' 12'-D" _ 45 11'-9' 14'-3" 45 _11'-11' 13'-1` 105" 33/8s 4" _ _ {3) PROCEDURE TO DETEJ2MINE MAXIMUM OR LESS 50, 1P-7" 5" 11'-7' 12'-5" 50 _t0'-9' )1'-5-_ 50 11'-6` 13'-7". 50 11'-7' 12'-5" SPAN FOR COMOINATIONS IN DCT11'ErJd 55 11'-4'-_ 10' 11'-4" '1'-t0" 55 10'-8" 10'-11' S5 11'-3' 12'-t7° 55 11'-2" 11'-10` WALL Yl/FLOOR/CEILING MOUNTINGS': >105"TO MAX3 7/8'c 4ALLOWED 60 11'-1" -4" 11'-D" 17'-4' 60 f0'-3° 10'-5" ED 71'-O' 12'-4' 60 1(1'-2' 10'-it" FOR A GIVEN POSITIVE A.S.D, DESIGN USE 2 1/2'FOR HD LOCK( J OR65 10'-10" 10" 10'-7" 10'-10" 65 10'-O" 10'-G' E5 10'_-_9` 11'-11" 65 9'-5` 10'-1" PRESSURE RATING: � USE rNrkATED VALUES FCR H1T'CEl ER.MATES. -70 _f0'-6' 10' b' 10'-2` 10'-6" 70 9'-B" 9'-6" 70 iD=7" 11'-5" 10 8'-5" @-4" 1.14-M75 10'-1' IO'-i' 9'-10' 10'-1' - 75 9'-4" 5'-4" 75 10'-a° t!'-1` J5 _ 8._9. Lt+- MAX.AX. SPAY FOR WALL MOUNTING _ INSTALLATIONS. M'NIMUM SEPARATION TO GLASS SCHEDULE-, 80 9'-10" -9'-9" 9'-T : 9'-10" 80 9'-0' 9'-O" 8D- 10'-0" 10'-9` L = IOX. SPAN FOR FLOCRjCEWNC HU E _NZ-ONE-LOCK & TV/C7 LOC KING 0';QQR 85 9'-6' 9'-6' 9'-3' 9'-b' 85 6'-9' 8'-9'- b5 9'-9' W'-5'- L­=MOU.YTC4G INSTALLATIONS. V.TfH ONLY TWO-LOCKS 90 9'-3" 9-3" 9'-0' 9'-3' 90 B-6- 8'-6' 90 9'-5' 10'-1" FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION EW/ INSTAL W/ 95 _ 9'-0° 8'-9' 8'-9' 9'-0' 95 S'-3-- 8'-1. 95 —9'-2'_ 9'-10` PRESSURE RATING: SYMMETRICA DETERMINE. SPAN CENTERMATES CENTERMATES 100 - 8'-S" 8'-4' 8'-6' 8'•9" 100 R'-I' _ B'-I' 100 9'-0" 9'-7" Lr= MAX.SPAN FOR VNLL MOUNTING - .105 -8'-T 7,_11' 8'-4" 8'-4' 105 7'-1t' 7'-1 i' i05 8'-9" 9'-4' INSTALLATIONS. 105 s2 3/4'•• 3 3/16- 110 8'-4" -7'-7" 8'-2` 7'-11" 110 7-8'. 7'-7" - 110 8'-7" 9'-2" L2-- MAX.SPAN FOR-FLOOR/CEUNO OR LESS ' 175 8'-2' 7'-3' 8'-0' T-T 115 Y-6' 7'-3' 175 8'-4' fi'-11' MOl1NfIT1C INSTALLATIONS. >105-TO MAX. 3 1/$••• 3 1/4` _ ALLOSEO 120 8'-D' 6'-it" 7'-10' 7'-4' t20 7'-4' 6'-11' 120 8'-2' 6"-9" FINAL MAYIMUM ALLOWABLE SPAN IS 125 T-10' 6'-8" T-8' T-0"- �-f25 T-3" 6"-8" 125 8'-0' -S'^-5" EQUAL.TO THE MIMMUM BETWEEN"L7+; ss USE 2 IS/I6'FOR HV'T"LOCK V!/Q 130 T-8' 6'-5" 7'-6° G'-9" ---130 7--1' --6'-5" - 1.30 7'-10" B'-1" "L2+", 11-"AVO'L2-" Sas USE 4 1/8' FOR AIV"T" LOCK p�Y!/ 135 T-7` 6'-2' T-4' G'-8" 735 6'_-11` 6'-2" 73S T-9" 7'-9' USE INDICATED VALUES FOR HV CENTETi'IdATES. _ _ (4)GO TO ANCHOR SCHEGULE WITH FINAL 140 T-S- 5'-11" T-3' 6'-3' 14(1 6=10" S'-11` 740 T-T T-8' MAXIMUM ALLOWABLE SPAN AYD NEGATE INSTALLATION LEGEND 145 T-3" 5'-9' T-1' 6'-O" 745 b'-8" 5'-9' 145 T-5" 7-3" AS.C.DESIGN PRESSURE RATING TO DETERMINE 4AXIMUM ANCHOR SPACING. 150 'r-2' 5'-7' 7-0' 5'-Icr 15C 6'-7" 5'-7' 150 7'-4" 7'-0' CoNCirTE&vm1SORY WOOD 155 Y-0"_.. 5'-S" 6'-10" W-B' 155 .fi*_G' 5-5' 155 - T-2" .. ,6-9" - 7EO _e__11' 5-2" 6'-9' 5.-6` 1F.0- 6'-5• 5'-2' 160 1'-1" 6'-7" WALL A. 8, C. D. E. M, N,O, P, 0,R, 165 6'-10" S'-1" 6'-B' 5'-4" 165 6'-3' S-,1' 165 _7'-0` b'-4` MOUNTING F, K & L 5&V. 170 6'-9" 4'-11" 6'-7' 5'-2` 170 6'-Z" 4'-11' 170 G'-11' 6'-2' MAXIMUM SHUTTER SPAN"L+'OR"L- FOR 4'-9" "6'-9' 6'-D" INSTAUATIONS INTO WOOD SHALL BE UMITED TO 105 FLOOR/CEILING G, 11, I, 11 & J. T, 1), IN& X. 175 W-7" - 4'-9" 6°-5' 5'-0` 175- 175 6'-1' - psf. A.S.D.DESIGN PRESSURE RATI14G .MOUNTING 180 6'-6" 4'-8' G'-4' 4'-10" 180 6'-0' 4'-8" IGD 185 _ 6'-5" 4'-6" 6,-3" 4'-9' 1B5 5'-11" 4'-6" - 1R5 •- 6'-7" 5'-6" i; H.V. CORNER CENTERMATE 03 MAY BE 19n V-4" ( 4'-5" W-2" 4'-7" 190 5'-10- 4'-S" 19D E'-6" __>'-6" USED AT ALL MOUNTWC INSTALLATIONS. LGCKLYG H V B LA D E 195, 6'-3' 4'-3" E'-1` 4'-6" 195 5'-9' 4--3" 195 6'-5° S'-� S-ECFICATIONS SHALL BE AS INDICATED ON 200 6'-Y 4'-2" E-0° i 4'-5' 700 5'-9' 4'-2' 200 6'-4" 5-3' MANDATORY CONDGION g2 NOTE 95..SHEET 5. 205 6'-0- 4'-1' 6'-0" a'-3' les 5'-8' `4'-yids ii 205 6'-s" 5•-r FLORIDA BUILDING CODE (High Velocity HUrriCGnc Zone) \T71 Y �� Q2017 71LTEC0,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY.INC. �P=ucEr>rs�:'9 i /Im BERTHA HV -I O'4418 E C A �N,. A.S■S.A■ ccordion Shutter System I.Y.YBLADE 11 'N/OR YI/0 H.V.WINDOW BLADE&H.Y.BLADE 3 6 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REVA. DESCRIPnaN DATE I ORMW BY: L.C. - ,�� \� W55 IlYl.3Gt1 SL,Ste.305,NRGINu 04ROEN3,FL0RE1t 111 G' Association. Inc. 1 CLO 15-079 07/26/17 DALE 07/26/17 .268\'lest Roads Drive \ Phone:(305)871-1530.3CS, .Fat:(3G9)G77-1531 T DRAY.9NG N4 I �• l\ e-mail;blt...Cool— WeSt P.1m Beoch, FL 33407 ®-0406779 Phone: (800)432-2204 Far: (561)709^8380 4 17-102 4, WALTER A.TILUT Jr.P.E. P.�'SEiV,b$'l>I4ATL'RE/OAtE RCRIDA U.It 44167 5 SHEET G 2 OF 28 MAXIMUM ANCHOR* SPACING_(ID.) SCHEDULE FOR A GNEN MAY, SHUTTER SPAN ANCHORS SPACING LEGEND _DESIGN NEGATNE LOAD AND A CORRESPONDING 1A01-INTING TYPE FOR CONCRETE INSTALATIONS TAPCON WITH ADVANCED (SEE UpUNONGS A B,C0 AND F ON SHEET 6) THREAOFORM TECHNOLOGY BLUE TAP POURED CONCRETE TAPPER' UAXIMMA WALL HFJID MOUNTING (A)WALL HEADER MOUNTING 8 WALL HEADER MOUNTING 0 WALL SILL MOUNRNG (P)WALL SILL OUNTING C&F WALL HEADER/SILL 5Pµ W/ Vi 1V/ W/ MOUNTING (B) ASO.D t NEGATNE LOAD v ASD.DESIGN AEG471VE LOAD A.S.D.DFSIt.1 NEGATNE LOAD pI A5.0.DESIGN NEGATIVE LOAD W! 0.S.D.DESIGN NIDATNE TOAD ps/J ASD.CE5N::1 NEGATNE lDFO(pe1J 30 4D 75 90 120 160 12051.30 40 60 75 90 1120 160 205 30 40 60 75 90 1201160 205 30140160 7519011201160 205 3D 40 6a 75 90 120 1601205 30 40 60 75 90 120 160 205 3._O- 14 12 9 B 8 8 6 /4 12 IO 9 8 8 6 8 l4 12 10 9 9 8 6 6 14 L: 1a 9 B 8 1 8 - ti 12 10 B 9 0 6 5.5 8 9 a e 8 8 7 .15 - OR _ -- OR 14 12 9 B 6 6 5 14 12 10- B�"g 6 6 8 11 12 10 9 a C '6 8 14 12 t0 9 A a .6 3 14 12 10 8 8 B 6 0 8 8 8 8 8 B B 65 14 l2 9 8 8 6 8 14 12 10 9 8 e 8 8 la /2 10 9 B B 6 6 1< 72- f0 a 9 B 6 J- 14 12 10 9 8 U 6 8 8 8 8 8 6 8 B 7 4•-0- 14 72 D 9 8 0 6 { 14 12 10 9 8 8 6 6' it 12 10 9 a 0 6 6 14 12 10 9 8 7 - I- 14 12 10 9 8 7 55 - 8 8 a 8 ,8 7 55 L 14 12 1D 9 8 8 45 14 12 10 9 8 8 6 4 14 12 10- 9 8 0 6 B 1t 72 f0 9 8 B - - 74 12 10 9 B a 6 - 8 8 8 8 8 B6S 5 * SEE ANCHOR 14 1 f0 9 8 a 6 4 16 12 10 9 8 8 6 6 t{ 12 f0 9 8 B 8 8 I4 12 10 9 B 8' - 14 12 10 9 5 8 6 - a a .8 a a B 7.11 SPECIFICATIONS 14 1 1➢ 9 8 8 4.5 id 12 10 9 8 8 6 35 14 72 70 9 8 8 6 6 14 12 10 9 7.5 - - 14 12 1 10 9 7.5 5.5 - - 8 0 8 8 7.5 55 4 3 5•-0 14 1 10 0 8 5.5 - - 14 12 10 9 0 8 45 - 14 12 'f0 s e a 8 5 l{ 12 10 9 5 'S - t{ 12 70 9 a 7 - 8 E 0 8 8 7 5 , ON SHEET 14 14 1 ld 0 a' a '4 - f4 12 f0 9 8 8 6 35 14 12 10 9 �8 8 6 6 74 112 10 9 B 14 I2 10 9 8 7.5 - 8 6 8 0 IT 7.5 55 4 6•-D. 1{ 1 1 B a 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 B a '6 _6 14 2 9S 7.5 4 - - - 14_ 12 9.5 75 6.5 3.5 - - 8 B 8 7.5 65 4.5 35 - 74 1 1 9 B 3 14 12 10 9"a 8 14 12 10 U 8 8 S"5 3.3 14-112-Ip 9 15 - 14 12 10 B 7.5 4 8 8 a a 7S SS 4 J 11 1 1 9 B 5 - 14 12 to 9 a 8 14 14 12 10 9 a 8 6 55 14 12 10 9 1 5 14 12 10 9 B 4.5 - It 8 a B 8 6 43 - r-D 14 1 1 9 8 4 - - 14 12 10 9 B 6.51 3 - 14 112 10 B e a !6 - I4 12 9 4.5 - - - - 14 12 8 65 5.5 - - - B 9 9 B_5 55 4 3 - 14 1 9 4.5 - 14 12 10 4 a 4 I- 14 12 70 9 B 7 4I, 12 10 SS - 14 12 f0 8 A.5 - 8 a 8 6 65 5 33 - 14 i 9 7S 3.75 - - 14 12 10 9 9 9 14 12 10 9 B 8 6 - 14 12 10 8 - 14 12 10 BS 7 8 8 4 B•-0' 74 1 9 5S 3 - - 14 12 10 9 8 45 - - 14 12 10 9 B 8 - - 14 11 7 - - - - - 14 11 7 5.3 3.5 - - - 8 8 7 5.5 4.5 SS - 14 14 12 10 9 8 - 14 12 10 9 8 5.5 - - 14 12 BS 3 - 14 72 8.5 7 4 8 8 8 7 55 4 3 14 9 s 14 12 10 9 8 1 4 la 12 10 9 8 B 14 12 9S - 14 12 9.5 76 4.5 - a a a 73 6 4s - ♦SEE UN41TATIONS OF USE FOR 14 1 -65.45 - - - 14- 12 10 9 7S - - - 14. 12 10 9 1 0 - - - 13 95 4 - - 13 9.5 65 5 - - - - a a fi.S S , J 8LAOE'IA ON SHEEP 28 9_O 1a 12 8.5 4 l4 12 10 9 45 - 14 12 10 9 75 - 14 15 43 - 14 11.517-5 6 8 8 75 6 5 4 14 12 10 5 4 _------ 14 12 10 9 7 14 12 10 -9 B 14 12 5 -- -� - 14 12 1 6 65 - - -- - IG,-O 74 12 PA 5 35 - - - 14 12 70 9 &S - - - 14 12 TO 9 a - - - 19 BS - - - - - - 715 &5 55 - - - - - B B &5 45 3.5 - - 14 12 5.5 3 14 12 10 6 3 - 14 12 10 9 6 14 10.5 3 l4 TOS 7 35 - B B 7 S5 5 ]5 - 14 12 9 4.5 J - _ 14 12 f0 9 5 14 12 10 U 8 -- 14 t7 - - - - - 14 It 7.5 - - _ - B 8 7.5 8 5 - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I4 12 7 (- - - - - 14 12 IC - - - - - 14 id f0 - - - - - OS 8 - - - - - - 0.5 8 5 - - - - - B 8 5 SS - - 14 12 4 - l4 12 10 - - l4 12 10' - 25 95 - 12.519.5 6 6 8 6 5 4 3 14 12 &5 - - - _ - 14 12 10 - - - - - 14 112 10 - _ - - - 3.5 10(- - - - 1- - 14 10- 7 - - - - - 0 8 7 55 4.5 - - _ 14 12 55 - - - - - t4 12 70 - - - - 14 112 10 - - - - - 95 7 - - - - - - 9.5 7 35 - - - - - 8 7 45 351 3 - - - 14 72 3 14 12 8 14 12 10 13 8.3 - - I 115 85 4 8 8 S5 4S 4 14 12 5 - - - - 14 12 10 - - - - _ 14 12 10 - _ - - - 123 95 - - - - I- 13.5 95 1.5 - - - - - 8 8 6 5 4 - - - 13•-0- 14 12 - - - - - 14 12 -1- - - - - 14 12 - - - - 8 45 - - - - - I- 9 6.5 - - - - - 8 6.5 4S 3.3 ] - - 14 10 - 14 12 la 12 - 0.5 55 - - 10.5 9 - --- a 8 5 4 3.5 14 12 - - - - - 14 12 _ - - - - - 14 12 - I- - - - 11.5 9 - - - - 1.5 85 - - - - - - 6 6 5.5 4.5 - 14.-0. 14 12 - - - - - 14 12 - - _ - - - la 12 I- - - - - 8 3 - - - - - - a 0 - _ - -I- - B 0 < 3 - - _ 14 7 - - - - - - I4 12 - - - - - - d 12 - - - - - - 10 4 - - - - - - t0 751- - - -I- - 6 7-5 5 4 3 - - la 113 - - - - - - J14 - - I- - - - 14 12{- - - - - - 7115 4 - - - 1- - - 10.5 B - - - - 1- - a 8 5 a - - - 15'-0- H - - _ - - - - - - - - - - la - - - - HV BLADE OR 1 HV BLADE t4 - - - 1414 - - - - I- - _ _ _ W/ GA� HV WINDOW BLADE I4 - - - - - 14 - - - - - 7 - - - - - - _ 7 .14 - - I- = - - - - - - - - ,4 - - - - - - = a - - - - - - - e - - - - - - - Be5 , �a= I - - WORKING IN UNISON l4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1L ........... ~ ©2017 EASTERN'METAL SUPPLY, INC. 42017 TILTECO.INC.(ENGINEER,NG) BERTHA HV- c ; No,44167 Accordion Shutter System A .I.S.S,A AA.EWE gl Y!/OR lY/0 H.Y.W4VOOW 811DE'&H.V.L1lADE{I TILUT TESTING & ENGINEERING COMPANY American Shutter Sysfems REV.No DESCRIPTION DATE oRAr.N BV'. Lc- 6314 A.W.36.S4 5•.e.an-%Nl,TRtA 616om rLG'SOA aster Association, Inc. 1 OLD 15-079 07/28/17 DATE: 07/26/77 ax Ptione (305)871-1530,f :(305)871-1531 4268 West Roads Drive 13:e11,:aacol.com Vies, Palm Beach. FL 33407 y7<tG No � 1��aPJAl.ti .11 ED-0505719 Phone: (800)432-27.04 . Fax: {561)209-8380 4 17-�OG '/!AA RR A TILLIT:r.F.E. P.E.S L/SfM,AYURE/DATE FLMOA Ltc.If 44167 5 SHEET 6 13 OF 28 A VUNI q,%WV#Nq;= MAXIMUM ANCHOR- SPACING {jD) SCHEDULE FOR A GI MAX. SHUTTER SPAN A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DE51GN NEGATNE LOAD ANDA CORRE51'ONDING MQUNRNG TYPE FOR OONCROE INSrAt1ATIONS (SEE MOUNTINGS L G.&H ON SHEETS 6&7) 1_ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS POURED CON<7M (A) To DCImNc POURED cnrccRETE:(Min.re e 3 14n) K wun WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING ANCHORS CPACItQ'LRD - 1/4.0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDF7(.(Mn.f e-3 mi) SPAN - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,SOLT&SPECIALTY COMPANY.-(Min.ro=3 ksi) '(n) A.S.D.DFS&xN NEGAT7YE LAID(Iaf) ASD.0 NEGATIVE LOAD(p5, As.D.-D .NEGATIVE,LAAO f) TMI;ON Y,YTH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(W.1'c=2 ks7 30 40 80 75 90 120 1fi0 205 30 40 75 90 t20 160 205 30 4D 75 90 120 160 205 1HREADFORM TECHNOLOGY - T/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY _ 14 12 111 9 a 8 0 5.5 14 12 s I a a a 14 12 0 9 a 8 6 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AM7HOWZED VENDOR REGISTERED WrfH THE AMERICAN SH[TRFR SYSTEMS ASSOCIATION,INC. 3'-0 - 14 12 0 9 e a e B ALL POINTS SODD-SET (MI, I'c-3 W) OR LESS 14 12 10 9 B 8 6- 6 14 12 8 8 8 6 1 8 14 12 0 9 1 B 1 a 1 6 5 BLUE TAP W/CAP NOTES.- 14 OTES:14 117 -10 1 9 8 8 8 7 14 72 9 9 8 6 e 14 17 D 9 e e 6 6 TAPPER+ A1)1.1LNIMUM EMBEDMENT INTO PaURED CONCRETE OF TAPCON WfiFi ADVANCED 7HREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS tS U 12 10 9 8 7 5.5 3.5 14 12 9 8 a 6 a 14 1 10 9 0 1 0 I 6 5 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' - - - 14 1 10 9 0 9. a 55 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3 14 12 ID 8 e 8 0 4 - 1 1 B•8 B 6 45 14 1 10 9 8 6 4 J.5 /1'ALL POINTS SCUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEWE*IT 'i{"12 t1 9 a a 6 sB �� t :1i� 9 e 6 55 t4 1 t0 9 e. 8' B'- INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS. MACHINE SCREW USED SHALL BE 1 7/2"LONG MINIMUM SHOULD STUCCO iA t4 12 10 9 7S 55 35 - f4 1 1 9 8 a 6" 5 14 1 10 9 8 7 5.5 4 &`- taYnAtxnls aF uSE Ft1R DOST.AND 1'MI4RMUM FOR WALLS WITH NO STUCCO. _ _ _ f:tllaE(u�On SxELT Ya to 1 1 9 0 8 6 4.5 A3) IN C4SE THAT PRECAST STCNE,PRECAST CGNCRCE PANELS•PAVERS OR ANY V'NET7t HE FOUND ON THE E7(ISNNG WALL OR FLOOR 14 12' 14 1 1 9 a 65 5 3.5 14 1 1 6 65 5 35 3 ANCHORS SHALL BE LONG ENOUGH'TO REACH'RIE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 tO B 8 75 i 9 8 8 6 45 14 1 1 0 B 6 4.5 .75 NOTES Af)&A2)ABOVE FOR D75TALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9;5 75 6`S 4-5 - - 14 1 1 9 8 75 5.5 4 14 1 1 9 B 6 4.5 3.5 INSTALLATION.INTO DFS WITH METAL STUDS SEE SHEET 2a& 6'-O" - - - - - - 14 7 1 8 6 6.5 5 3.5 14 T1 TO 6 7.5 55 3 - 14 1 T B.S 7 8.5 i J 74 t e .5 54 a 3 - (8) TO EXISTING'CONCRETE BLOCK:(AMU C-90) 14 12 10 9 5 6 - - 14 1 1 9 e 6.51 5 3.76 14 1 1 S B 5 1 4 1- - 1/4'0 7APCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.F.W.BUILDEX. 14 22 8 16.5 5.5 S - - 14. 1 1 9 a 8.5 45 3.5 74 1 1 a__7 5 35 3 - 1/4'0 x 3/4'ALL POINTS SO101-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. - - - - - - - - - - - - - - 14 , 9 75 8.5 4 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 74 12 10 8 654 - - 14 1 75 6 4.5 >5 - t4 10 5 4S 35 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC-AND DISTRISUDED BY ALL POINTS SCREW.SOLT&SPECIALTY 14 12 10 6.5 7 4 - 14 1 7 9 75 55 4 14 12 7 7.5 4.5 - COMPANY OR ANY OTHER APPROvEO LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATON,WC 14 11 7 5.5 4.5 - _ 14 1 1 _B 7.5 5.5 4 _ 14 1 7 6 4.5 3 14 t 8..6.5 S 3.5 NOTES 8-0" 14 12 85 7 55 3 - 14 1 6.5 9.5 4 ! 125 D_. 5 4 3 E.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER.ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 75 6 - 14 1 8 6.5 5 - 14 1 8 61 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.9 6.9 5 JS - - - 14 1 e 6.5 9 - - 14 12 a es 5 4 - - 8.2 MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE E1ITIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 72 a.5 7 5.5 4 - - ) 9'-0' - -- - EMBEDMENT INTO STUCCO SHALL BE PERIATT(D. 7 4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 -1 5.5 S 3.5 - - 11 a 55 45 3.5 - - - / / 14 12 8 65 45' - - 14 12 8.5 7 5.5 4 - 14 16.5 7 55 6 4S Z- _ DOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 83 5.5 4 - - - - 14 12 0 7 a 14.b - - 14 11 7 55 45 3.5 - - B3)IN CASE THAT PRECAST STET NE.-PRECAST CONCRETE PANELS,'PAVERS OR ANY VENEER SE'FOUND ON THE DOmNG WALL OR FLOOR. 10'-0' - - 14 12 8 8 5 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE ES41NO SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 105 7 1 5 3.5 - - - 13 9.5 65 5 4 3 - - 10 73 5 1 4 3 - - - NOTES ELI)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL-STUDS CONSULT THIS ENGINEER. 14 11 7S 55 - - - - 14 115 9 6 5 4 - - 2S 93 6 1 5 4 4 1- - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 28A 105 8 5 - 14 12 8 165 5.5 4 - 13 10 0.51 5 4 1J.-O. - f - - 14 10.5 7 55 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIAMENDA71ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 72.5 95 5 12 9 6 '4.5 4 3 1 9 7 45 35 3 14 10 7 - - - - - i{ las 7 5.5 4.5 15 85 5.5 45 3.70 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - 14 I15 75 6 5 - I 72 9 6 45 4 - T2'-O' - - - - - - - - - - - 1- - 13 10 &5 5 s - - - EDS,E DISTANCE VERSUS SPACING SCHEDULE FDR ANCHORS: f15 15 45 - - - - - I7 B 5.5 4 3S - -__ 8 6 4 3 - - - - MMMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTNT S INDICATED BELOW.FOR E D.LESS THAN THE UNOCATED•REDUCE 135 95 6 - 13 9.5 6.5 5 4 OS 5 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY-ME FOLLOWING FACTORS. - - - - 74 703 7 5.5 4S - - - ll BS SIS 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT E-_LESS DEAN MINIMUM SPACING IN FOR EACH ANCHOR TYPE. - - - - - - - - - 12 9. 6 45 4 - - - FACTOR 10.5 8' - - - - 10 75 5. 4. 3 - - - 731_5 4 _2 - - - - APOON 'ADVANCED TBREIOFORM TECH TAPPER+ its e.5 r - - - - 12 9 L 6 45 4 - - - 9.5 _�. 5 4 1- - - - ,1 EDGE ACTUAL W/WIN.$PACING MIN.SPACING ALL POINT.SOUD SET BLUE TAP W/ CAP a 6 - - - - - - 13 19510.5 5 - - - - OS 7.5 5 4 - - - - 1 V BLADE 0 DICTANCE 11 8.515.5 4.5 - ED. 3" 4° MIN.SPACING-3 1/2' MIN.SPACING-3- 3 3/4' 4' 14•_0- - - - - - - - - - - . - - - - - - - 1 V D W1, PCUl®m+77ETE I WIDETE am POURED CONCRETE& POURED CONCRETE& FaFED W 01EM 030MEaDCK 10 75 - - - - - 9 7 4.5 15 - 7 5 3.9 3 - - - - 11.5 e - - - - - - 11- 6 55'4.9 - - - - 9 65 4.5 - - - - NUL FIl=31/1" MN TED.=7 1/Y CONCRLTe BLOCK CONCRETE BLOCK NR fb=3 1/Y DVN E0..2 1/1' V IN Im.ED.-3 i MNL ER-3' _55 - - - - - - - 12 9 0 - - - - - 9.5 7 4.5 - - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 _ loss BLADE' WORKING 1@'_0• s_.__: . - - - - as es 4 - - - - - es 5' 3 - - - - - 21/2' _ Da, a.0 - - -- os7 _ 1.0 as a s - - as _ IN UNISON ♦ y `a.i, - - osi - 7 - - - - - - - 15&.5 5.5 - - - - - 9 6s a5 - - - - - 1 3/4• 0.91 _ _ _ 0.43 - to 75 s 7L FUnem«n 16'-0" 8 _ - - - - _ - - _ e 45 3 _ - - _ - 1 1/2' - - - - 0.35 - 9.5 - - - - - - - 9.5 7 s - - - - - B 6 4 - - f - - r� FLORIDA BUILDING CODE High Velocity Hurricane Zone 4L71'�aT`•,•.••••••...•• /� 02017 TILIECO,INC.(EL'G:HEERUNC) ®2017 EASTERN METAL SUPPLY, RNC. BERTHA HVTw No,dqy 11. E C® ���. A.S■S■�. Accordion Shutter System .V.BLADE 11 V!/OR W/0 TLV:WINDOW 8LADE&H.Y.Blnf �p•;` TILLIT TESTING & ENGINEERING COMPANY American ShUHer Systems RgCNP DESCRIPTION DATE ROF L.C. 6R5 RW.ffi9u SL.Ste.305,YJRG6M G4NLhS,RLRIDA 3316 AsSCCtatton. Inc. 1 OLD 15-079 a7/16/77 ;•••`V 4 Ph0n0:(305)871-1530.fax;(375)871 1531 4288 Wast Roads Drive 2 ID d4 a-man:e9feeoCao�.Ocm West Palm Beach, FL 33407 3 EB-0006719 Phones (800)432-2204 . Fox: (561)209-8380 WALTER A TWT J,P.EP.E.$�.La-aU T♦IREL-E FLDWDA U..1 44187 5 a ��,r_.�.':r��Ce°+Mil'1�4'$@�h'xRRl-�b'9i 3,,,.a.K=;"._r�,M�$�:;;ye .ifs.ti'.�9G'1,'�+�9�1i','��f.�"�'"�'r:aY'kt;?+'��'•��:�_'!wa�on;'!s�'�'t": f,,.- 551 Z,N w O N n F-W o a UF Q.il x 0 po `J.. 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VON PH H NN - 0?O•^- Pm 0 0mOnim n0 W Nnt:m.tm1dn d TV OO NIZ=0020- ollyl a PI�1O m SIA a • I n N m 0 0 a m _m 1 j l 1 1 1 1'1 11 I I a I I I I I I f t 1 1 1 1 1 1 1 1;1 I III I I I`1 11 1 Iv ......... mmmmm V m I l tIl l 0. n m mmmmog . mqmmmW ml1 - - - p- m g m m m m mim m m mem m m a m m g m m m l l l l l l l l l III 1 1 1 1 1 1 1 1 1 rcrcrc w I Z Z r P PPP 0 ............ PIP P P P POP P P P P P P P P P 1 1 1 1 1 1 1 1 v N^Vi^N N N_ H��^^N H N N Y N N_^IN IV^^N N N ^ ^ V V f Y Y f r Y Y Y r Y r r^r T{v O O 10 q O �O O O O •O O ^o �O �O I ^ I I ^ I I'„ I ^ I ^ I ^ 1 I I ^ 01- a it1 I In m m O iV P1 Q ill i0 MAXIMUM ANCHORS SPACING {in.1 SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INS I LATION (SIX MOWMNGS A.B,C.D ANO F ON SHEET 6) AN-CHDRS SPACING LFGFND ._ CONCREtE BLOCK D WALL SRL OUNIING (P)WALL SILL OUNfING E SYALL SILL MOUNTING C&F WAf1 HEADER/SILL K V LOOR MOUMINC 'TAPCON WITH kOVANCEp SPAN W/ W/ O . MOUNTING O/ALL/F ©WALL/V7ALK OVER MOUNRNG THREADFORM TECHNOLOGY (,Q A.S.D.DESIGN NEGATIVE L(kD pal A.S.D.DESTGN NEGATIVE LOAD psf ASA.DESIGN NEGATIVE LOAD ! A.S.D. _ NEGATIVE LOA,0 91 .0.DESIGN NEGATIVE LOAD P51 A.S.D.DESIGN NEGATIVE LOAD Dt', BLUE TAP 39 40160 75 SIO i20 160 205 30 40 60 75 90 120 160 2a5 3O 40 90 7S 9011201150P, 120 160 205 JO 4O 60 75 90 T20 160 205 30 i 40 60 75 90 120 160 t2111 40 60 75 90 120 160 205 TAPPER} 14 t2 1D 9 B 7.5_- - 14 12 10 9 8 73 4 4 if 11 f0 9 e 7b 15 4.5 8 8 8 q 8 7-9 5.9 4.5 14 12 t0 B 8 7.5 5S 12 10 9 8 S 65 - OR 14 12 ID 0 6 8 6 - 14 'l2 10 9 B B 6 6 14 12 10 9 B. a 6. 35 B B 8 _e 8 B 7.5 6 14 12 10 9 8 q 6 12 10 B B 8 0 B to 12 10 9 8 8 6 - 14 12 10 9 B 8. 6 6 14 12 10 9 B 6 6 7 B B 8 B 8 B 8 7 14112 10 9 8 6 6 12 10 9 a 8 6 a 14 12 10 9 7S 5S - 14 12110 9 75 55 - 14. 12 10 9 73 55 4 B 8 .8 B 7.5 5.5 4 - 14112 10 9 7.5 55 - 72 10. B 73 5.4 4 4'-0° 14 12 10 9 B 75 - T4 12 10 9 8 7.5 5 - 14 12 10 9 8 7.5 55 - 8 a 8 8 8 75 55 45 14 12 10 9 8 75 - 12 10 9_ B 75 6. - *SEE ANCHOR 14. 12 70 9 6 a - 14' 12 f0 9 .8 8 6 - 14 -12 10 9 8 8 6 45 8 8. 8 8 -8 8 7 5.5 le 12 1D 9 5. 8. - 11 10 9 B 6 6 -1 1C 1014S 14 12 9 75 6 - /4 12 9-7.5 6 45 - - 14 12 9 73 6 4.5 = - B' a 6 7,5 6 4S - - to 12 9 75 6 - - 12 9 73 6 45 - - 5'-O• T4 12 la 9 -8 - 14 12 TO 9 B 6 - - 14 12 TO 9 8 6 4 - 8 8 B 8. 8 0 4S 3S 14 12 10 9 8 6 - 12 10 9 B 6ON SH^ET 14 14 12 10 0 8 - - 74 72 10 9 8 7.5 IA 12 10 8 .5 45 - 8 8 8 B 8 75 SS 4 14- 12 10 9 8 - 12 70 9 8 75 14 11.5 7.5 16 - - - - 14 11 S 7S 6 5 - - - 14 11.5 75 6 S 6 8 75 6 5 - 14 115 73 6- 4 - 14 11.575 6 5 6"-0• 14 12 10 8 4 - - - 14 12 10 9 7 4 - - 14 12 tD e 7 5 - - 8 8 B e 7 5 15 - 14 72 1014 12 f0 14 12 10 0 5 - - - 14 12 10 9 8 45 - - 14, 12 10 9 8 B a 5 a 6 $ 6 4.5 - 14 72 10 B 5 - 14 12 10 .9 8 4.5 - SS 10 13.5 10 85 5 4.3 - 3.5 10 6S 5 4.5 8 fi.5 5 45 - - 115 f0 65 5 3S 10 BS 5 43 - 7'-0• t4 12 8 S - - - - 14 12 9 7 6 - 14 12 9 7 6 3.5 - 6 8 8 7 6 4.5 - - 14 12 4 7 - - - - 14. 12 9 7 6 - - 14 72 10 14 12 10 8-5 7 - - - 14 1 85 7 4 - B 8 8 8 7 5 4 - 14 72 10 6 - - - - t{ 12 10 BS 7 - _ - 1.5 65 5 - - - - 115 B.5 55 4S - 15 85 55 4.S - 8 8 5.514.5 - - 13 83 SS - 15 85 55 45 6'_0' 14 11517.5 - - - - - le 115 7S 8 t - - - 14 175 7. 6 5 - I- B 8 73 6 S ]'S - - 14 1,-5 73 6 T - - - 14 1t.5 75 6 9 - - _ 14 12 9.5 - - - - - 14 12 9.5 7.5 4-5 - - - t4 12 9 7,5 6 - - 9 8 8 7.5 6 4.5 - - 16 t2 g.5 - - - - - 1a i2 B.5 75 4-5 - - - ♦SEE UlAITA?IONS OF USE FOR Q5 75 - - - - - OS 7.5 5 4 - - - - 05 7. 5 4 - - - - B 75 5 4 - - - - OS 75 $ - - - - - 05 73 5 4 - - - - ©LADE IA ON SHEET 28 14 I05 4 - - - - - 11 10.5 7 53 - T4 OS 7' S - 8 B 7 5.5 4S 35 - 14 105 7 74 103 7. 5S - 14 12 5 - - - - 14 12 8 6s - - - - _ILL B B 8 8.5 55 4 - - 14 12 5 - - - - - 14 12 0 6.5 - - - - 9 7 1.9 - - - - - 9 7 49'- . .,- - a 7 4.8 - _ - -__- g 7 _ - _ _ 7 4.S _ _ _ _ 8..�.. ..-....� _._ - - - - - - - 10'-0"12.5 9 - - - - - - 12-5_O _fi - - - - •. 9 25 9 8 5 8 6 9 4 - 23 93 3 2S 0.5 6 35 14 11 - - - - - - 14 11 7.5 - - - - - - - - _ 8 8 73 6 5 - 14 11 - - - _ - 14 11 75 - - - - 8.5 0 - f- - - - - &5 0 4 - - - - - 1 B 8 4 - 85 .44 - - a5 8 4 11'-0" I1 IBS _ _ _ _ IS es 5-5 - _ _ _ _ _ 8 8 SS /S YS - 1.5 M - _ _ _ _ 115 a5 5.5 _ _ _ _ 35 10' - - - - - - 14 10 7 - - _ - - - - - 8 8 7 55 4S - 3S 10 _ - - - 14 10 ] - - -' 7.5 5.5 - - - - - - 7.5 55 - - - - - - S _ - - - - _ 7.5 5.5 - - 7S 5.5 - _ - - - 73 5.5 - - - _ _ 12'-O° OS 75 - - - - - - 103 75 { - - - - - - _ - - 8 73 5 4 3S - - OS 73 - - - - - - 10_3 75 5 - - - - - 25 9-5 - - - - - 135 9.5 4-5 - - - - _ - - _ - B B 6 5 4 25 9-5 - - - - - J3 B3 4.5 - - - - - 7 - - I- - - 7 5 - - - - - - .9_GS._ - - - - - 7 5 - - - - 7 4.5 - - - - - - 73 - 13'-0"93 5 - - - 9.5 7 - - 0.5 8 e i 43 35 - - 9.5 S - - 95 7 1.5 B - - iS 8.5 - - - - - - 12-5 8.5 - - - - - _ 8 e 9.S 4.5 - - - - 1.5 6 - - - - 13 85 - - - - - - g5 _ _ _ _ 7 55 _ _ _ _ _ _ OS 5 - BS 5 _ _ _ - - - 7 5 _ _ _ _ j- - I- - g _ - - - - - - - - - 8 6S 4.5 3.5 _ - - - e a - - - - - - 9 65 - - - - 105 - 105 e - - - - - - _ _ _ _ 8 5 5 4 - - - - 0.5 4 _ I_ _ _ _ _ 0.5 B_ _ _ _ _ _ - - _ _ _ 6 45 - - - - - - 5 - - - - - - - - - - - - - - - HV BLADE OR:n HV BLADE -._ - - - _ a - - - - - --a 73 5 - - - - 1a - - - - - ,a - - 1- - Wf 11A1 HV WINDOW BLADE 5,5 _ .5 4 _ _ _ _ _ _ _ _ _ _ 5.5 - - _ _ _ _ ray _ _ _ _ _ _ g_ 7 _ _ 7.fl- _ _ _ _ _ _ 7.5 5.5 5 - _ _ - 75 - - - - - - 7.5 - - - - - - - WORKING IN UNISON - 9.5 - - - - - - - a Y 45 - 95 - - e.s - 1- FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,y41 4, •....... •.,• �'L Q2017 TILTECA.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, ItTC- ; �,�� 4r�, BERTHA HVT,3 X0' 4 IL E C® ���. A.S.S. . Accordion Shutter System U.BLADE 11 V!/OR N/D H.V-ENDOW plRpE&KV.BUDS f, American Shutter Systems REVJ10 DESCRIPTION DATE DRAWN sSy. L.c. 71LUT. TESTING & ENGINEERING COMPANY , ASSOCIatiOn, Inc. i DLD u-079 07120/17 DAM 07/26/17 3a.n.ss,s<.3Ds,v,RCDbA CJJ101J�...TLORIDA 3s1c {- •••.,• �,.••• A\4 Ph-:(305)871-1530.Fax:(305)871-1531 42ER Wevt Rnnda Drive 2 _ ,41 a-mo-:Me. W.- V/est PBIm Beach, FL 33407 DRAWING No Al.F�A� 1, ESI-00067te Phone: (800)437•-2204 . Far-- (561)209-8380 a 17-102 I LrER A.RLLT Jr-P.E. P.E.SFAL%ST6KA10RE%DATE .3A L:�.y+44767 5 SHEET s 15A OF 28 MAXIMUM ANCHOR+ SPACING (in SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S,D. DESIGN PRESSURE RATING AND 'A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) L J B S T F;;E! ,o.T F-=-- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR .W/ MIN- G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T (ft) FLOOR MOUNTINGS FLOOR .MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS M, N. 0 & R W & X M, N, 0 & R W & X M, N, 0 & R UV & X P & Q SD.NEGATIVE OESNM LOAD(W S.D.tiECATIVE DESIGN LOAD .D.NEGATIVE DESIGN LOAD(p ASD..NEGATIVE DESIGN LOAD(DM AS.D.NErATDr.DESIGN LOAD(ps1 S.D.NEGATIVE DESIGN LOAD"(psf .0.NEGATIVEDESIGNLOAD 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 1105 30 a0 6D 75 90 105 30 40 60 75 90 105 30 40 6D 75 90 105 30 40 6D"75 90 105 -0"OR LESS 12 10 10 9 8 1 8 6 6 6 1 6 16 5 12 10 110 9 8 8 6 6 6 6 5 4 112 110 110 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5- 4.5 4 12 f0 10 9 8 _8 6 8 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 _ 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 72 i0 10 9 8 8 6 6 4-5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.513.513 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 25 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 a 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10110 7 3 - 5 4 2.5 2 - 6 5 4 4 - 8'-0 12 TO 70 7.5 4.5 3 6 5 3 2.5 2 2 12. 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 'to 4 - - 4.5 3 2 - - - 6 5 - - - __ 12' 10 10 5 3.5 - 6 4-5 3 2 2 - 12 10 8.5 4 _5 3.5 2.5 .2 12 10. 4 2.5" - - 4 3 2 - - - 6 5 "3.5 -T- 10'-0' 12 10 17.5 4 - 5 4 2.5 2 - - 112110 5.5 3 14.513 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 13 - L7.12'-0" 12 10 4.5 - - 4.5 3 2 - - - 12 10 3 - - - 3.52.5 - - - - 12 10 - - - 3 2 - - - -13'-0" 12 10 - - - 4 3 - - - '12 10 - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - -14'-0" 12 10 - - - - 4 3 - - - - 12 7 - -.r 3 2 - - - 12 5 - - - 2.5 2 - - - -15'-0 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - -12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - I- 11 - - - - - 2 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES_ 1-ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHAH BE AS FOLLOWS: 1/4b TAPCON WITH ADVANCED ATIO NAS IN TECHNOLOGY ANCHORS,TIO AS 4 SHEETS 18ED BY I.T.W. PnON:'BUIWEX I H V BLADE 0 R H V BLADE W/ W/YUdYUY THREADED PENEUWTtON AS INDICATED AT EACH SECTION OV SHEETS 1B&ifl.EXCEPROh SEE NRS TO HOLLOW HV WINDOW BLADE WORKING IN UNISON * 2.ANGINAS TO HOLLOV7 CElLNG SHALL.BE AS PER MOUNTING TYPE U;SHEET 19 AND SHALL CONSIST OF LAC SCREWS AS PER N.O.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 0 SEE LUMITATIONS OF USE OF -SOUTHERN PINE No.2 W/0=0.55(N.D.S) BLADE 01A ON SHEET 28 -DOUGLAS FIR W/0-950(N.D.S.) -SPRUCE PINE FIR NORTH W/G=0.43 -SPRUCE PINE FIR SOUTH W/G-0.36(NAG) _UN. 1/2"COR PLYWOOD(1986 APA) 4.ANCHORS SHALL BE NSTALUED FOLLOWING ALL OF THE RECOWNIENOATIONS AND SPEOFICATIONS OF THE ANCHOR'S YAHUFACTUREi. /IAAA�(il�i FLORIDA BUILDING CODE{High Velocity Hurricane Zone) V• ..., jT ©2017 11JECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. �icEtvs = BERTHA HVTu " Accordion Shutter System A ®S■S■A■ 4.V.GLADE#1 W/OR CI/O H.V.'MP✓aOW GLADE&H.1'.BUDS ? ` American Shutter Systems M-N. DESCRIPDaH DATE .1 DRAWN BY: LC. Nq TINT TESTING & ENGINEERING COMPANY Z Q�:•• / �� !�. �� W55 N.W.36'h SL Ste.305,V.I�YIA CAQ/TN9,FLO>G5 3316 Association, Inc. 1 OLD 15-079 07/16/17 DATE 07/2fi/17 a� A Ph-:(305)871-1530.Fmo:(705)871-1531 4268 West Roads Cdvc 2 ��fss•• RI�*�'��4fA #- I:rlta U..Lcnm West Palm Beach, FL 33407 3 DRAWING No EB-• �� 'll WAITER I1011LL7x1 19 P.E. Phone: (600)432-2204 . Fax: (561)209-8380 4 17-102 P.E^s�Aa" �=,NASu OATS FLORIDA 13.#467 5 SHEET 6 16 OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L.J B -T F;Z>. AT E + NOTES ON ANCHORS REOUIRFMFNTS• 19000 SUBSTRATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W// MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W..BURM DOUGLAS FIR W/ W/ MIN. G= /0.43 W MIN. G=O.36 Vr/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19. SPAN MAXIMUM MIN. G=0.50 EXCEPTION:SEE NOTE BELOW. (({) B.O. WALL MOUNTINGS B.O.WALL MOUN`DNGS B.O. WALL MOUNTINGS 2.ANCHOFZS-70 HOLLO'N CEILING SHALL BE AS PER MOUNT%NG TYPE U.SHEET 19 AND SHALL CONSIST OF S &V S &V S &V LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. - 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: A.S.D NEGATIVE DESA'dl LOAD(PO D.NEC-ATNE DESIGN LOAD(P9f A.S.D.NEGATIVE DESIGN LOAD(Psi SOUTHERN PINE No.2 W/G�.55(N.O.S) 30 40 60 75 90 I05 30 40 60 75 90 105 30 40 60 75 F90 105 -OOUGI/S FIR W/C 0S0 (N.D.S.) 3'-0'OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12112 12 -SPRUCE PINE FIR NORTH W/G-0.43(N-D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) A 12 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2'COX PLYWOOD(1986 APA) 5- 12 17. 17-12 12 12 12 -12- 12 12 12 12 -12 12 12 12 11.5 1O 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF:THE RECOMMENDATIONS AND SPECIFICATIONS-OF THE 6'- 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 1.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 112 112. 12 4-T-212 12 12 12 12 10 12 1212 10 88 12 12 12 12 12 2 12 12 12 0.5 9 12 12 11 8.5 72 12 12 12 12 2 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 1.52 1.2 12 10 :8 .7 112 112 8.5 7 5 5.5 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.0 12 12 8 6 5 5 12'-0" 12 12 12 11.519.5 8 12 12. 0.5 8 7 6 12 11 7 6 5 4.5 13'-O" 12 12 12 O.1 8.5 7.5112 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 3 16'-0" 12 12 10.58.5 6.5 4 1.512 8 6 14.5 - C1� HV BLADE ONLY itAAi••a••.r. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) I11/Y. .., . F,�{��� ®2017 11LTECU,INC.(LNCIULLRING) 092017 CASTER14 UETAL SUPPLY, INC. �icEtig BERTHA HV1M A Accordion Shutter System a /rl .E C O �Nc:. ■ ■ ■ V.BWE#1 W/OR W/0 H.V.VANDOW&ME&H.V.'BLADE; American Shutter Systems REV.No6LScaIPUGN DATE DRAwi By: LC. TICCIT TESTING 8 ENGINEERING COMPANY A85aGIation, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 •S ��/�: `� 6395.tLa,36th-51.,Sb.309.VIPGINLL GwceIS.FLOPoM 3316 4266 Nest Roads 06N. Phone:(305)671-1530.Fc.:(305)871-1531 2 ��s'`•,Ofl e-mea:8ltr000d.com Y.'est Paim Beach, FL 33407 3 DRAViiNG NO s ES-600G710 Phone: (800)432-2204 . Fax: (561)209-BJF30 4 17-"102 WALTER A.TILLIT:,P.E. FLORIDA Lie.6 44167 5 6 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORS HV & 2 HV* BLADES (AS .APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLAONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEES E 8 -FOR MAXA rt/4'0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON ? THRFADFORM TECHNOLOGY ' 1 ' 11/) Y!/ I 1/2"M[n.PENETRATION` "' jl �.� 1/4'P TAPCC:!WITH ADVANCED OF TI'RERDED ARTA f0 i ''�.� a �THREADFORM TECHNOLOGY f J 71/ 1 1/2'Min.PENEIRA710N t I I: 1q)OR EXISTING MOOD HEADER. -�. 1 OF THREADED AREA TO (SEE SCHEDULE ON SHEET 16) ! t w� '^RAll I EX44RNo W..D HCADER. To G=(me (SEE.SGHEDUUE ON SHEET 16) 1 rn.c GJ PaR PLADEI' ei ( OR , `(�10)+HE'T� I POR 18 EOEQ-I 4%4-0/-42'-0/ NUTS®tlWClil IDC SCREtYS E CLASS-1ON I'[ES�dc YrAl '`t } �� {._ '' a 1 6R L 7 FJNIs� ;r` —WALL iv) _- 1 iOR FINISH J' c t L �_ I, �EXI5TINC IAN. I .,ice FlNLSH r''c t 2'x4'WOOD N 1 OR®� _ E%GntJG MU:. _j HEADER P.EGUIRED i Ir_:% -t/4'O TAPCON'NIM ADVANCED HF}UrJ7 REOlcREO ��,�_� iHREADFORId TECHNOLOGY EXISTING PAN.SEPARATION I I �l w, I' w/1 1/2'Olin.PENETRATION _ _ I I _.._ PLATE RE b. , ' .,. ., GLASS-- TO GASS(EEE I .I MIN.SEPARATION I i 2'x4'CONT.SILL '�1 OF THREADED AREA 6 F ScHMULE ON S r T I TO CLASS 0 /l /fiDYIIDTH OF WOOD PLATE. t` 17 FOR RADc 1,A7J0 I I EXISTING !�- (SLL SCHEDULE- ' (SEE SCHEDULE ON SHEET 16) 6,44 SHEET 29 4bR_ GLASS -A ON SHEET 12) I - - BIJOrSd�l^� I I A I 'I �1 I gM HV WALL HEADER INSTALLATION ( HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION - _T____�-_____. Mm. stPARAnaN UM.SEPARATION 1 TD GLASS -Z:J EXISIPJO -r— .I 1 TO LASS ' I } —(SEF SCHFCULF GLA 55— ULN.SF?ARATIOIJ 1 ! I - ( "O GLASS I I 7 IXISTIJG (SFE SCHEDULE i ExIST4JG. ON SHEET 12) x 2'a4' CONT. (SEE SCHEWIE I GLASSfI ON SHEET 12) V10.D PLATE ON SHEET 12) 1 1 2 ( 1/4'C-2Dx3/4'S.S. v REa'D.-� $ I{I{i{��I 1 `y 1/4.0-20.3/4'S.S. 1 I .-� MACHINE SCREWS W 1 < USING SCREWS I II i / '1 USING 1/4'-20 NU15 -} NU75© I I 'SII O.C. i. / nwSH .., 12-O.c. - 1 =j ;l I' 1 O __...C(IR -7 `,. . f ��� 2'x4`DONT: •1 1 "� I ~ EQ--Eq- I 12 OR(5' WOOD PLATO I t I - I a+.tluul� l 'i -(:'Min. REO'D_ '�� 1/4'P TAPCON YJITH AOVFNCEU �, ,, 1/4'm TAPCCN PoTFei ADVANCED �T1IRFMFORV TECHNOLOGY 1' 'j', N YlfM ADVANCED t;',�,, ',:, ," iH't; OCT RU TECHtJOLOGY I' L Y rTl/H4R'E2AJAFp0CPJ0I TECHNOLOGY W/ 1/2'U.-n.PENETRATION OF �''1', I Yl 1 2'Lfn.PQJETIJATION OF NOiF_ �'•'1 2•x4'CONT. V!/ 1 1/2'IT..PENETRAM11 j 1l THREADED AREA INTO PLYWOOD. (, %'I '' / / 1-SEE SHEET a FOR TYPICAL I '�LSILL PLATO 0 THREADEO AREA 0 � ',{,',YI ,. THREADED AREA INTO FLYWOOD• SHUTTER ASSEMBLY. ' " 1tIDYAD111 OF w00D PLATE (SEE SCHEDULE ON SHEET 16) '' / .�I I� ,READ '1I tRALL :j (SEE SCHEDULE ON SHEET 16) 2-610UNTt G 5ECVIONS CAN BE I , r -I FINISH SEE SCHEDULE ON S/i"El i6) EXISTING MIN.2'x4"STU0.5-��/ I 6 1fi'O.C.MAX. REO D .COMBHNED IN ANY WAY TO �I� LAIN.COX PL71V00D REQ'D_ PL 16" TO E'_ATTA„F{ED TO' 1/2'MIN.CDX_ WALL FINISH SUIT ANY INSTALLATION. �E%ISTIIJG MIN.'e x4"SUDS 0 16'O.C.MAX.REO'D. S7UD5 IN ACCORDANCE WITH PLYWODD REO'D. ®HV WALL SILL,,,.INSTALLATION PLYWOOD TD BE ATTACHED TO SKIDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. EE ULITATIONS 0=UTE OF � WITH SECTION 2522 OF THE F.B,C. 1 ���tlAA� WALL SILL.INSTALLATION BLADE to ON SHEET kbi LTJ HV WALL SIL INSTALLATION d FLORIDA BUILDING CODE High Velocity Hurricane Zone 0% Q2077 x}2017 7IUECA,INC.,(EtJWNECRMG) 02017 EAS'TGRN METAL SUPPLY, INC. �' etc ius `'� BERTHA F1VTI,L iA1o.X4167 '': ® • A �' Accordion Shutter System * �` E C® lac. ■ ■. ■ ■ AV �ft W/OR W/O HV.WINDOW BLADE k H.V.9lFDE I ' American Shuffer Systems R:V.NO DESCRIPTIONOAif ra+AY1N BY. L.C. ' \ TICCIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 15-076 07/28/17 OATC' 07/25/17 L. \\ 6366 ILK.360 St,Ste_305,1490N GARa7:5.ILOR04]LIG ® • \A 1� Phanc:(305)671-1530.Fca:(;05)671-1531 4265 West Roads Drive 2 DRWMANG No a-malt WLoco6aP.cam West Palen Beech. FL 33407 3 '- s'JnQ81 F. H�l1 EB-DOO67t0 Phone:'(800)432-2204 . Fax: (561)2P9-8380 a 17-102 WALTER A TILUT:i.P.E. P.E.S`i?�/d,NitJA(1fA�/DATE rLORIDA Lic.#44107 5 SHEET 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) IMAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE nONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 28 FOR MAX SPAN & UALL FINISH � �' A.S.D. DESIGN PRESSURE RATING FOR.INSTALLATION WITH BLADE fi & 1l WORKING IN .UNISON. �• ! 1/4.0 TAPCOA WITH .. -.EDGE ff APPLICABLE) .1—LACED THREAOFORM JTECHNOLOGY NY/ 1 1/2"Min. 4"xa"CIAnJ DOSING-- PENETRATION OF THREADED WOAD BEAR REQUIRED. - I r AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER: OF EXISTING WOOD BEAM )•!•'. 1/4"9-20><3U S.S. TO Ea CERTIFIED BY _�'EXISTING WOOD I (SEE SCHEDULE ON SHEET 17) I CHIPS TRU55 HEAD --"- TRUSSES OR 1 I'Min REGISTERED ENGINEER OR E f 19 EO CO '2ACHWE SCRel4S RAFTER®24' [ B ARCHITECT PRIOR TO 1/2" 1/2" W/2"O.C. NU1S SHUTTER INSTALLAIO:J. ----- O.C.REQUIRED ® 12"O.D. LLL i i• 1/4`0 TAPCON Y+1111 - . 1 -___ _ - _ i �.ty 1 oR 1 ATNAIJCcD THREAOFORM . EXISTING SOFFIT [w= I .250• TECHNOLOGY W/1 1/2"Mi., I ,?I i 3/4"Mai.THK. :'] PENETRATION OF THREADED l 111 2 I I 1I Ma"• AREA 10 EXISTING WOOD B ' i 814,3/4• Q E 1^:4•X1/8•CONT.ALUM.TUBE I r I` Z.. �--OPTIONAL (SEE SCHEDULE ON SHEET 16) �Q".-EO .S.MS. I (60'63-T6 ALLOY)1Y/ I C s•D.c. I „ (3)5/16'0 LAG scREws TO t l __ 11 or 13 or 15 EACH RAFTER OR TRUSS. 1 or 13 or 15 t ( �. LOCATE LAG SCREIYS AT C MIDAIDTH OF EXISTING WOOD EXISTING MNJ 214" - I MEMSER,(2'W..NOM`UJ.YlICTII) ��If HEADER REQ'D, MW TOGLSEPARATION I I OPEN HO'F AT EACH I 'It/2-M-n-PENETRATION THREADED AREA.VA-JO FOR EXISI`JC I STUD TO ACCFPT J I i '(SEE SCHEDULE ON SHEET 12) GLASS I5/16"0 JAG SC.4EW I I e fNSTALLAlONS WITH 72 paT AT CENTER OF TUBE. (Ct{tet' 2 MAX.AS.D.DESIGN LOAD AVD MN 9PK4lTCw 11 9'-0'MAX. SPAN.THIS QAQ l I YA.SFAWIa1 IO.,j N W[1AI LATDN IS ONLY 4'AI10 I�Fn¢t ar` T ,I TO Q%(� J. FOR Y400D Yr/MIN. SPECIFIC 0 HV WALL HEADER INSTALLATION 17 aAX, m .I EXISTINGa I GRAVITY OF� 0.50 AS A7CG!$ RKMCkON SICIT 25 d ( 1 �GS--11tr��(©w 1 GR (W OAR R OR SOUTHERN PINE No.2. I-SEE SHEET 4 FOR TYPICAL SHUTTER A55EMBOR LY, ® ' T AL 2-MOUNTING SECTIONS CANaE COMBINED W ANY WAY TO SUIT My INSTALLATION. T)HV .CEILING INSTALLATION 'HV CEILING INSTALLATION .t T_--__:_.� I r ' 1 OR ®� I MIN,SEPARATION I I I TO CLASS,I M.N.SEPARATIOIJ / _I 71r. v:SEE1 III���III P--- --- TO GLASS EIGSTING 2 fER e�'Ch1VJ I C,7 ' --�(SEE SCHEDULE QJ Serf b TYtt (If-1{C71I EXIOy'7�I.VSS�' (SEE SCHEDULE ON SHEET 12) I 1 GVSS\ EU,ysOb TLq, \ i ON SHEET 12) I I I ALTERNA ANCHOR II'I 1 EXISTING I ' I WALL-J I I 1 I LOCATION J GLASS— 1 I 2 MiN-WOOD T FINJSHf 1/4•J #10X3/4"HEX f DECK REQUIRED WASHER HEAD TEK (NO FINISH ALLOWED) ldal Yr000 I a SCREWS O 12" -\ F 13 OR FINISH ALLOWED) -J^� IF A PLt:ABLE 00---Eq= -1 4'e- "S.S E 0. c /4b F.N.TAPCON YIfT}i / 20*3 4 EOG.- T DECK ---^r �`_I/1"0 TAF WITH I. PHILLIPS TRUSS HEAD IF.APPLICABLE T _ �1 ACYANCEU iHREADFORM ADVANCED IIIREADFORM Min. MA SCREWS — 'O GE _ IECNNOLOGY W/ 1 1/2"Min. `` TECHNOLOGY W 1 1/2"Min. v7/-1/4`=20 NUTS 2"MIN.. 2 MtN�—- PENETRATION OF HEADED / / .1 I'— DECK IT ',�� 'I 2. CONT 1 PQJETRATION OF THRFAOED G 12"O.C. APPLf?ELE 2"a:N. AREA 0 MIDYr.DTH OF WOOD [ SILL PLATE AREA G MIc%DTH.OF WOM 1/1'0 TAPCON WITH ADVANCED THREADFCRM-TECHNOLOGY PLA.E. . �•G - PLATE. vr/1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 16) 1 '1 (SEE SCHEDULE ON SHEET 17) DECK.(SEE SCHEDULE ON SHEET 16) [DMITAnCNs Dr USE C= �,�,, BLADE DN�+EET 2a X HV WALK-OVER INSTALLATION HV WALL SILL INST ELATION T,,d"""""''�.�� LnJ HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone ........... ✓ Q7 IILIECO.INC.(WGINEERING) ®2017 EASTERN METAL SUPPLY, INC. AM1S,P .'��EN 'Q 201� BERTHA HVTM No.44i 67 `• 0 L E C O N Q,S,S�A, Accordion Shutter System y1+ I.V.BWE 11 14/OR W/0 H V.{'✓INDOW 84110E&HY.BLS • American Shutter Systems REY.H. DESCRIPTION DATE I ORAWN RY; L.C. .TIWT TESTING & ENGINEERING COMPANY Association, Inc. I CLD 15-079 07126/11DATE: 02/26/17 Ay.,,,� ♦t,,••��A�T alss N.W.36th.5t-st,-30%VRGUCA GARDONS,FLOeOA 3316' 4268 West fto0d9 Drive� a �: \ 1d' Ph-:(300)971-1530.Fa.:(305)871-1531 S+S •••• ' a-Tat..t'Itcc606d.— West Palm Beach, FL 33407 3 DRAWINGNO EB-0000719 Phone: (800)432^2204'. For. (561)709-8386 4 17•-1102 WALTER A TILL.SA.P.E. SHEET P.E�SEi1LJSIGhJfiiE/DATE FLORDA U.4 44167 5 Ig pF 28 END INSTALLATIONS (Dl HV & LAl HV♦ BLADES INTO 2"x4" MIN WOOD STUDS / 2'x4'WN: . YJDOD STUDS.'WINll • '\.- `` ` \, 1/4-�7APCON NRH / AS AFPUC43LE) \\ %(" rTFC.NCLOGY�rrN�`eNLDDa , fl2.4' IS REa0.DOD2'x4'WH.ND00 �\ / ' (rS=APP 1UDl'A3L�uFO10.Rs C 0' Ci STUDS REFIP'AlU- YF/1 1/2"TIN.THRFJ.OEDFINCSH ) F4TlE7RATION INTO MU3 Q3 � . wAuTHRMEDODSTING CLASS F tFt' PLYWOO IT, m ,n'CDo PLYWOOD IT Nb STUDS DIST. pE611XC CUSS I /-FDIL51RtC CLASS /..\ t = EXt Mr CLASS IE F6N.�SEPARATION i 1/7'tt.'N.)D I ? -_4 \ \�, y 10 aA5$OzE -- 1/Y YM.tJ)x —' ' NTL sm*,Awt PLYY/DOD. NN.SETYMTCN _ ML SbAW N 33fA]E ON StEIT PLYXDTA. ,P GLASS(5¢ ——'— TO fuss(SLE 1/2'MIN.COX ,;•-S _ cAEDIaE P 9t2T 13 Flit R6T aiMID 1/16'.3•MAXL 3]IDLLE Ot S`M Sa6DULE ON JRET PiYAQ^A: OV SLEET FOi i It� (6065-T6)COhT.� nRyy� -1/2'WN.TAX 12 FD7 BLADE 1DA`0 , ,z FL'R a/UE(D 1/3 13 SR 9/dE At ' - ALUM.CLOSER PL,eaOD.� of 5W.2 FOR" Oil SIFT 29 FOR _ OV 9fEf 28 FOn 2-WN, PLATE.(LOCAtE 1/2- aICES(i)k 1� W:11. - arlrsJ& / ! IA�'�'Jk Qa AT EITHER SIDE Ntt! NZElI. •t�,•d rWUC 1 1 -�— /10.1/2 S.N.S. 10.//22 SA--, \ ®t6 O.C. *Is C. 4 �Hc�Y�o" t1<wranc, o 1 DR s�txT/�x E. T oR may j OO oR RDE Gd4NELTAN 1 J , SEE DETM x FOR 1 OR TD TRACKS SET:CETNL X FO.i -®°'tJ"�ll' �•, u i0 TRACKS -J10• `l.. - ' � 9•-@sIDE CONNECTION ( SIDE CCNNECnCN 13-0- TTRACKs 2 C7 �'O-1�:1•.Cj,n,',vy�y '.`y,,„•� �u x623'-0•�s'V�- s ( • 6 C6"-07 -G•v ,6 C7) . 7, @-05-@- s•CH-43 LwCe' �- 2�-� F-S -NLI-tQ-0•C?i- p.�_s•�-p@•� END CONNECTION DETAIEND CONNECTION DETAIL(j) END CONNECTION DETAIL* END CONNECTION DETAIL d� 1/4'0 TIWCOIt WITH 1/4-a'IAPCOfF wTM ��.G i FY[AIGR35 OFZY FOR SPNIS GREATER EATSTING GJ155-7 #NCID THRPADEORN-� NOLIXT DN 01]LDrz 7ECIMOLD'SY ITw sliu-rx2'x4•NLN,WDDp CRSW/1 1n•MN. ANCWRS�V/1 1/2-MM.]I DED PWORA1WNMRENDEo PENETRATION 101/2•SYS. Y.N.SEFNi.TCNImL Seranttn"Iw STULR REO'D. suns©12'D.C. ertD sruDs O 12-D.e. SEE LIMITATIONS OF USE OF TO aim(S I TOM D.C.-, �> m� � BLADE V ON SHEET 28 96ED1E ON Sz¢F( `. ` '. - \ 1/2'M1ntL .12 Fffi1 aAD<T(1�11� 4 12 FOR R/iE(DAND: ! / / /-; \ QI OR G 20 )A: u ON 51>ra 2e FOR '\ ftR W -lam T - s• OR -I _J � �: 77 R(tg� ,1_§ 4 •_ I i/ z M 0OR Wl 4 _.... ,I•�',U' ' Z".L.FIN EIF z•..'•WN.•woaD ,VMLL { jZ"'• •�j•7C-v'101.�]�- 0CR�3�OR tl�;OR S' VIEW Y AT�•�-QYl''�"-l':i'l�7- STUDS REQ'D. FLYISH �•. +-9•�#n.v.�„ PLAN o•�-�.�u;�.� o•�-�-�-�-�>3' DETAIL X END CONNECTION DETAIL '13 END ION DETAIL 12 --T7'� - FLORIDA BUILDING CODE High Velocity Hurricane Ione) 1\I''>� ..„••_��•�i 02017 DLTcCO,INC.(EttGMEERa4D) ©2017 EASTERN 61FTAL SUPPLY, INC. � Ns�:, i BERTHA HVIM NO.44187 A■S®5.� Accordion Shutter System 9 ? . I.V.BLADE 11 t4 OR;V/O H.V.WINDOW BLADE&H.Y BLADE fi S TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems F".N. DESCRIPTION DATE DRAWN BY; LC. T Association, Inc. I CLD 15-079 Wns/q OAE: 07/26/17. \ 6]55 N.W.]:( 5)Sic.305• .F (305).FLORID4 351 DRA114ING No �,(�,'•.,�'p f PlIDna:(305)871-1530.Fox:(306)971-1531 4268 l B Ro, Drive 3 n I41 a-m td nt.ccocol-com 1Vest Palrn Beach, FL 33407 3 VS 1 WALTER AEll-0006719 HISTI4,P.E. Phcnr. (800)432-2204 - Fax:(561)209-8380 4 1 7. .02 $(GNAT, /DATE FLORIDA Ne g 44162 5 SHEET 6' 20 OF 28 AA 9 L - ... nh * NOTES ON HD LOCKS AND CENTERMATES: O«O� ALT.MIE44'LouroN 1. MANDATORY CONDITION Ill'1: ONE1. H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, Ine-Noa Rve-x0a XaA_XYA Cl.1, OR (3Z1a+3�AND AT ANY ELEVATION. (3 .. H-D. LOCK MAY BE USED AS Af INSID OR`-OUTSIDE LOCK, ATTACHED 7'0 O3 HEAVY DUTY SYMMETRICAL - r X CENTERMATES WITH (3) #8 x 3/8" LONG FLYHEAD S.S. 'MS. LOCKING RODS 35 ARE NOT MANDATORY, i-e- THEY ARE COMPLETELY OPTIONAL. 3 g 2. MANDATORY CONDITION # 2: LOCATION OF 9 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". H—& Xrc-fie _o o H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" No ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER _ THAN 105 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF F? • [ ALM40JOUd1II Lou „ Ll SHUTTER'. c.J% `a I+ ( �y O LING-XOfi _1 E O \\ z ^I SEE END ( UI t CONNECTION Ius5i DETAILS OAS SHEET 24 TYP. FULL alum HEIGHT. _U oR rsi 1 aR{p 1 .0r,cN TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) `a'`11�1eK;.�r Crt�r'...�� C)Z01J TILIEW,INC.(ENGMCu'tINC) @2017 EASTERN MLTAL SUFPLY. INC, BERTNA H10T t `C No'441 A S S A Accordion Shutter System L E C.O LNG: iV.BLADE it W'/OR W/O H.V.0DO1 BLADE&H.V.BIADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N• DESCRIMON DATE ORArCI BY. Lc: Z �/ TAT 5155 N.H..lAT Si,Sta M.NRgNA WIDENS.FlaRla+,331G Association, Inc. 1 OLD 1s-on D�/zs/iT DATE. 07/211/773�� •y'C +�',� Ph—:(AS)a71-1570.Fm:(3C5)871 1571 4268 West Roadn Driva 2 c-mo2 nleco6aol.4om %Vest Palm Beach, FL 33407 5 DRAWING No ^+VV/••p•A1 F .e ED-00as7ta PheRe: (800)432-2204 . Fax: (561)209-8760. 4 17-102 oITicC-^= n'ALTER A.TILUT sr.P.E. P.E.SFdC/5Y,,NARfRE/DATE FLORIDA Uc.1 44157 5 SHEET 5 21 OF 28 POURED CONCRETE ANCHORS CONCRETE REO rSEE SCHEDULE ON 1/4'0-20x3/4"S.S.REQU ' _ SHEET 26) MACMSE SCREWS USING 1/4"-20 NUTS-0 6"O.G. POURED CONCRETE ANCHORS 17­,7-, C014CRETE (SE_SCHFOULE ON SHEET 26) - / _ 1• RMUIRED� / FQ EQ J !'/ / j LIB IF. ' I TO 0.455 m III /•�_ nPPuCABLE I to TO CJ5 I O LSEE 54`.ImULE aN 2 ''/ ''/ 1'(SLE SCNCCUUC 0.V I SHM 25) i r •EOf D4M 751 I I IXISIING_�' 7 GLA55 \ 5 > n i'/• rir I II a I. ,•If III, �� EXISTINGJ� I I $ GLASS I I \OPTIDNAL I I —I EXISTLNG CIAO�F GV>55 ,-',/ �' / �j_ MPLIC48LE c/ I / 11�/ / /,r, EDGE OF MW.SEpARA110N _ i xaLro noN �/1 i//`li f..'�lr r�/` `/ F! >1 r// ' /� / A�FLJCA6:£ TO CLASS (SFE Sb¢GUIE ONa.- 25) 14 '. 1 (SEE SG@D6L.E Otl I I O W I / ./ ' ,E a SWEET 25) SHEET 25) _O L' "� "__ ' ! <__:/ POURED EXISTING�' 1 CONCRETE— GLASS \ 1 1 COPoF-M rLAT HEAD CONCRETE ANCHORS REQURED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE.SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK—AVER INSTALLATION EXS- M'T� pVGA9— SFYAGi O I2 III 1 1I O � TICN (SIX SaHMJLE O (3ESaFOULE Ott L 91EET 25) SHE25) 1 I O SCHEWIE ON 1' x ' I EXISTING Ir I I s SHEET 25) GL D = EXISTING ' OPTIONAL ;li II GLASS ALTEri.NATE OPTION'iAL+ 'JiT i i 11 14x3/4"HEX I fRCHaR 1 I 61413 ,MASHER HEAD—�;..LaCA1K)N I I ,- i I HEAD TEK SCREWSS O R _ $ TEK SCREWS a 6"G.C. ; m 6'D.C. CCNCRErE ANCHORS " (SEE SCHEDULE ON 814x3/4" kX HEACL,J{ � \ SHEET 26) c TEK CREVS I9'3"O.c. -_- [Q' EO O OR 1/4"0•20'S.S.1A.S. i /!^ /, IS' CONCRETE ANCHORS FUG, or ! �/ 1 '. / T W/NUT Q 3'D.C. } (SEE SCHEDULE ON Slf3 IF / /I , 1/2 r EDGE OF ,{` r APPLICA6IE ' / /� EO [0 / / S1A9 IF E 1/4°0-203/4°SS SHEET 26) AF2UGfLE gg f PHILUPS TRUSS HEAD — - PO f ,GONCRtIE ANCHORS MACHINE SCiE716 - - / y U Er L 7 POURED CONCRETE IS ILSfNG E SCHEDULE ON 1/4"-20 /_,r l:'/ .f I i r ;/ /''� EDGE OF CONCRETE NUTS®6'0_C. - ✓ -•T 7/B f 7/AI Y r / RECUIRED WALL REOO. SHEET 26) , / S1A8 IF APPLICABLE HD FLOOR INSTALLATION ®E HD WALL SILL INSTALLATION CONCRETE REOWRED NATE FaR cQ!/HINATRI9 OF SEO NQ RAINGUARD INSTALLATION INSTALLATION DETAILS W f O HV BLADE S-SEE SHEET 21 FOR TYPICAL SHUTTER -- - - ASSEMBLY •E D.=ECCE DISTANCE. SCALE_ 3/8•=1• 2-MOUN11NG SECTIONS CAN BE COMBIAED (SEE SPECIFICA110N'S ON SHEET 25) J�JIJfi//(ie1 11 N AMY WAY To sort AW INS7ALLA71oN.- PJ� p7 L FLORIDA BUILDING CODE High Velocit riHurcane Zane) Q� INC_J,CEfl '•,'�iQ$ _ ©2017 71LTEC0,INC.(eNCINETR+NC) Q 2017 EASTERJJ METAL SUPPLY, IN BERTHA HVTM No.44167 Accordion Shutter SystemstemA.S.S.A. V. 6 it W/OR W/O KV.WK0014 BLADE do H.V.WDE TICCIT TESTING & ENGINEERING COMPANY American. Shutter Systems REV-N. DESCRWTION 'DATE DRAWN 13y:. LC. a�/� 6335 N.W.3&.1 V ST.Sia 30% MMA GRM34S,FLORIDA MIG Association, Inc. I OLD 15-079 OT/26/n NATE: .07/26/17 `�I+++ Pl:ona:(305)671-1530 4268 West Roads Drive —0:w(0.-ft.' om VI-t Pclm Beech, FL 334073 DRAWING No EG-C0 J Phone: (800)432-2204 Fax: (561)209-8380 4 17-102 . IYALTER A TILLIT LLR Jr.P.E. P.E. FLORlaA U0.#44167 S SFIEET 6 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT 9a IN �EXISTING Gass InNSTALLATION 6 }I OR SEE NO7c�, ON LOCKING RODS 3® &HO 3� LOCKS ON SHEET 21 IL! HV BLADE 0cR Q }( oR�+Q SEE END'WALL CONNECTION is I DETAILS ON SHEET 24 •� —ExlsTulc Goss ———— ---------— 212'.1/6".D'-2' 2 i (6063-T6 ALLOY)Al.WL 1/2 35* 35# ANGLE N/,(2).1/4.0 TAPCC.•1 ANCHORS To I. ;014.3/i'Sat c.0 12' 1lJN.SEPARATION (4) H-V. (OPT10.�'Ay j�4} (oATlor1A1.) I CONCRETE(TOP/ (TOP/BOTTOU O.C. TO GLASS \ V 111 a•(4)j 14.1/2's.MS. I I (SEE SCHEDULE PINS (TYP) I N 4 N.V. 33 1 TO TUBE AT EACH ON SHEET 25j - ( ) ANGLE.(T1r•) 5 7f 4 5/8- 6 1/2- PINS (TYF). 4 5 �EIMM ) 1/2. -� �1 �J , �. Q 2 20 31 oa32 33 31 oa 32 31 oR 32 31 0 HVA—HDA R 32 �' S* 35 9 cn®ORO O EXISTING cLlss (OPnoNAW HVB—HD8 CUT (OPTIONAL) HVC—HDC SYMMESRICAL HD CENTERMATES 6 7,oR �` ——— +. SYty1METRICAL HD CENTERMATES W/ LOCK (EXTERIOW LOCK_INTERIOR R ,1 MIN.serAtLanoN TO GLASS I 1 J I -- -�9 oR®oR©+ 7D oR (SEE SCHEDULE N ON SHEET 25)� I /- } Q? i ----------- -- ----- -- -- CONCRCTE•' ANCHORS C O.C. Vr O 1 6 1/2'MAX.SLACK L'- POUREOCONCkETE OR HVE—HDE HVD—HDD CONCRETE BLOCK WALL 'ItJrl1I7/r�iii REQUIRED FLORIDA BUILDING CODE{N)qh V.I.6iy Nurricone Zone Q2011 RLTECO.OEC.(ENGINEERiNO) 92017 EASTERN METAL SUPPLY.INC. BERTHA HVTIa No.44167 S Accordion Shutter System * _ ■ ■ ■ ■ Y.BIADE 11 W OR 1P/U H.V.7XIDOW BLADE&HS!BLADE TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems RE. 1". DESCRIPTION .DATE ORAW'H 6Y: L.C. �p b Association, 'IncOLD 15-078 07/29/Z7 aArE 07/26/17�V Gass rtn.36U.sL.S,--,09.wRDrvu GkuvOv nzmm 33'e '•. �•••:'•�,1` Ph-:(305)871-1530.Fox':(305)871-1531 4268 West Reads Drive 2 t5` ,'••••••• `G\�1t1 a-rtw5:tllLuw000lcam, \Vast Pain Baach, FL 33407DRAWING No wALTI:e aooaU'r','k.P:e Phcae, (800)432-2204.. F,ay.: (561)209-8390 4 17-102 P.E.SEAL/SLGMTURE/DATE FLORIDA Lie.#44167 s SHEET 6 23 OF 28 POURED CONCRETE OR / ,•�/ / POURED CONCRETE POURED CONCRETE r _-POURED CONCRETE CONCRETE.BLOCK WALL, 1 OR CONCRETE •! _ OR CONCRETEOR CONCRETE f' tt REQUIRED BLOCK WWL REQUIRED ,/ BLOCK WALL REQUIRED BLnCK'WALL REQUIRED i' /// ✓( EXISTING GLASS r l r . CONCR TE® 16"CU.C.^�I EXISTING CLASS c� l i' % 7—- >/ / /-'EXISTING GLASS ` 2 M',N,/ EXISTING GLASS i __ � �' _J/ . j ) i� ` l MW.SEPARATIONf� I i / MIN. SEPARATION 'i EO GM. SEPARATION 1/16'x3"MAX. r MLY_SEPARATION / TD GAS i i 1 TO GLASS T .''• TpGV55 (6063-76) CONT.-_" TO GLASS I (SEE SCHEDULE .�! '1�I (SEE SCHEDULE (LOCATE A7 ___.,. I (SEE SCHEDULE ALUTA.CLOSER (SEE SCHEDULE ./ - ON SHEET 25) _ 7/2' / ON SHEET 25) Ei1H_R SIDE t) ON SHEET 25) PLA,E ([=TE T/2" ON 5HEET 25) 1 �-1J_ OF D) 1—_ AT OTHER SIDE 611N. % 1 ! I 1/2"LAIN. I OF Q) -1414x1/2"S.M. I USS 1 —_ 16'O.C. 8 16'O.C. _—_ (AS APPLX;ABL�xz'x1/ti'x0'-z' ----� (/ / ALUMINUM CUP ANGLE �1 -- 1J• rA lJ (6063-T6 ALL AT MIDHCICrii // ` _I u �/ (1) pT4x!/� SM.S.TO 4 5�""� I 1 SEE'UETWL X FORS! WALL Al T IA.1/4 (LOCATE pT TO rR` + 'SIDE CONNECTION i EITHER SIDE OFD) (Z _ �47"� SEE 0(CON X FON �,J TO TRACKS JI - SIDE CONNECTION i SEE OETWL X F0+3J ��-1 r TO TRACKS ,� // I' +06 a'OR I+ SIDE CON' 4 07 � \ 0 V O1+ 7 OR 8'O3I§+@ICR .J To TRACKS 6 0'O~`8 l� g oR $ oa 6)+ oR �\ 5 nR cona + + cR Ica,+ �1+ V 0+110 �J+0 END CONNECTION DETAIL-'1J END CONNECTION DETAIL I`D END CONNECTION DETAIL{3J END CONNECTION DETAIL_, • REQUIRED ONLY FOR SPANS GREATER THAN 1z'-D' POUREDCONCRETE OR POURED CONCRETE OR �, CONCRETE BLOCK WALL CONCRETE BLOCK WALL _ f� REQUIRED /-FxiSTING GLASS /�� REDUIRED _ `./ L S i' __. - GLASS G _T 4 "14x1`2"S.h1.5_'� Y ` ----------- / MM.S'3'k+:.T10H. r� -- �i /. � J_, l`�C�OR J OFt@ 11 v x,16"O.C. \ TO GLASS ____ c-_______ --- v / _ i LEN. SEPARATION / (SEE SCHEDULE + ___ I CONCRETE / `\;1/2"MIN. _ TO GLASS ANCHOR O=` ON SHEET 25) CONCRETES (SEE SCHEDULE 12.O.C. :' / I \/ Ili L-----'�- ANCHOR ON SHEET 25) I 5 O.C. MIN. I I dv,�-• ( \ •rte_-- - ------`' !•� ,,.>r �=--?� vJr�. - -----� �eri(�nr.�51 . It II EO l..r•2"M/� I' ,rye LAIN. .. I PLAN VIEW Y ' S DETAIL U �,��� J°� END INSTALLATION `6}.r/7�aR �� + (2� HV BLADE INTO CONCRETE OR + (�5•!OR-0+llhl 110.,+1051 aR +S, t� ,,,,,,, CONCRETE BLOCK WALL. END CONNECTION DETAIL C5i I TION DETAIL G FLORIDA BUILDING CODE (Nigh Velocity tiurrir.OnO Zone ``,�, .•4`L`��(p' d�,-` QM17 TILTECO,INC.(LRGLtiEERfNG) ©2017 EASTERN METAL.SUPPLY, INC. No.441V 67: � BERTHA HVnA A.S.�7.A. Accordion Shutter System Y.B1A]E_¢t W1 OR W/O H.V.V'IINND(1PF7 BLADE&HY.BLADE fi 'S)• =I ��� 7TLLJT TESTING & ENGINEERING COMPANY American Shutter Systems -M.N. OcsUt,?,il)N DATE DRAWN 6Y:. ..LC. O•. •;fid d9�,.:• W\�, 6555&W.36UL St•S's.'a5,%1=NI4 VFMiS.RDRUA 3316 Association, Inc. 1 Oto 15-079 D7/20/17 DATE:. 07/26/17 •6(r �_ •......• \�III Phone:(:05)871-ts3a.Fox:(305)871-1531 4268 West Roods Drn'e 2 e-mail: DRAWING No ,1 ail:Ultec.a-.-. West PDIm Beach. FL 33407 S��IVAL EN •I'" Ee awe7ls Phone: (800)432-2204 . Fax: (561)209-8380 3 7— 02 MWITER A.TLI T Jr,P.E. 4 P.E.SEAL/SIGNATURE/DATE rILORNA Uc.q 44167 5 SHEET 6 24 OF 28 MAXIMUM SH l TER SPAN * S • SEPARATION TD GLILS REQUIREMENTS 1+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLATIONS W SYMMETRICAL A.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". '^�q' L=: MAX..ALLOWABLE.SPAN FOR A GIVEN NEGATIVE,A.S.O. - Ho C N MA S 31 OR @7, DESIGN PRESSURE RATING. W/ ONE HO 4 LOCK & NO (2) PROCEDURE TO DETERMINE MAXIMUTA SPAN FOR WALL LocK DS 35 MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, mow° POURED CONCRETE.INSTALLATIONS UETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE, A5 0.Cf51L ' I'RESSJRE GIVEN A NEGATIVE A.S.U. DESIGN PRESSURE RATING, �i ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE (F ) (� -) L i (Pa L-(IQ FINAL MAXIMUM ALLOWABLE SPAY IS EOUAL TO THE 0 OR LESS 15'-5" 18'-D" MINIMUM DETERMINED�SPAN DETIMEEN "Li-"AND--L-'. IS'-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ' 40_ 14'-4' 17'-10" COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG INSTALLATION LEGEND 45 13'-I1' 17'-6" MOUNTNGS: SUBSTRATE POURED CONCRETE 50 13'-6" 17'-0" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: Naunrwls (SHEET 22) . 55 '13'-3' i6'-,0' DETERMINE: 60 '- L1+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. WALL 12-11 16'-2" 65 12'-8" 15'-6' INSTALLATIONS,MAX-SPAN FCR FLOOR/CEWNG MOUNTING MOUNTING AA & EE INSTALLATIONS, 70 12'-6" 14-1 t" FLOOR/CEILING BE, CC, 00, 75 _ �12'-3' 14'-5' FOR A GIVEN NEGATIVE A.S.D. DES'GN PRESSURE RATING: MOUNTING FF & GG DETERMINE: 80 -� _ 12'-0' 14'-0' Li-= MAX. SPAN FCR (WALL PAO-JONG INSTALLATIONS. '- 85 11'-10" IT- L5-= MAX- SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6' 13'-2" INSTALLATIONS. 95 111-3" 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6" - MJNIMU'tA BETWEEN %W. 'L74', 'L1-"AND "L2 105 10-10 12'-2' (4)GO TO ANCHOR SCIIEOULE WITH FINAL MAXIMUM 110 . 9,-6.. 11'-11" _ ALLOWABLE SPAN AND MAXIMUM A.S.O. DESIGN PRESSURE 115 9'-Y 11'-8' RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9' 11'75" - 125 130 - IO'-11" 135 - 10' 140 - —._'10:-6• 145 10'-4" 150' - 10'-2'. _ 155. .. - 10'-0" - 160 165 - 9'-9' 170 - 9'-7' . 175 - - 9,-5... ,SD - -- 9'-4- Z HV D LA D E 185 - 9'-2 195 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone \\ 2017 Th TECO,1%C.(J:GIt1EERMG) ©2017 EASTERN METAL SUPPLY. INC. No,44167 BERTHA HVTM ir * * e/� Accordion Shutter System 1 ECO 1!IC. - A.S.S.A. V.E1ADE J1 VV/OR W/0 HY.ViRZOW BADE k H.V.BLADE Off'% R 1 American Shutter Systems REVJI. DESCRWRON DATE DRAW4 Bn LC. d TILLIT TESTING & ENGINEERING COMPANY Association Inc: I OLO 1s-079 07/26/17 D&W, 07126/17 f�ygi �II� TV55 kw.aw.st.St.ins,e="cUmar,ne mi 4268 Wast Roads Drive • x'�\'I Phonc v(305)871-1530.Fax:(3115)S71-15372 Palm Reach, R 33aai 2 DRAWING No. •„1• c—m iI:DI!ece0eo4com 3 �EB-0004719 Phcne: (800)432-2204 . Fax: (561)209-8380 4 - 17^102 •r....r WALTER A.TILL!T Jr,P.E. . P.E.SEAL/SIG%1URE/DaTE FLORDA Ua.f 44107 a .. 2S E 28 *SREP.IEICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING_LGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL SHALL BE AS FOLLOIAS: 1/'1•a TAFcorJ MAX, SHUTTER.SPAN. MAXIMUM A.S.D. DESIGN PRESSURE s I6'a TAPCON Xt RATING AND A CORRESPONDING MOUNTING TYPE at) TO EXISTING POURED CONCRETE: (MIn. I'a.= 3192 psi) FOR CONCRETE INSTALLATIONS - 1/4.0 IAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT.INTO POURED CONCRETE.OF TAPCON IS 1 3/4: A2)TO EXISTING POURED CONCRETE: (Min. PO= 2899 psi) POURED CONCRETE - 5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY LTAY, BUILDER. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET'22) MINIMUM EMBEDMENT INTO POURED CONCRF,E OF 5/16'.TAPCON XL ANCHORS IS 2 1/4 SPAN A3) 1N CA-IF THAT PRECAST STCNF, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER RE FOUND ON TI(E (ft) USE MAXIMUM VALUES BETWEEN POSfTVE AND NEGATIVE A.S.O. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE PANN STRUCTURE BEHIND SAID 50 OR I.ESS >50 TO 90, >90 TO 120 >120 TO 160 >160 TO 195 -WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGNEER. 8'-9" 8" 4 1/2" 3 1/2" - - (B) ANCHORS-SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIJUE14DATIONS AND SPECIFICATIONS OF THE OR LESS --- --- -- -- ANCHOR'S MANUFACTURER. '- '- - 12" 8" 6" 4" 1. 3/4- (C) SEE BELOW FOR_MWiMUM REQUIRED EDGE DISTE.NCE FOR ANCHORS, UP TO - -- -- 72'-1" - - 10•, 61, 4' 4" - 4" 3 1/2" _ _ _ MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO — -- -- MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 7 1/2" 5 1/2" 4" - - 3" EDGE DISTANCE FDR 1/4'0 TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/16"0 TAPCON XL. } NOTE. •#• VAUD ONLY FOR UP TO 10'-0'SPAN (2) HV BLADE ONLY tfff �Ef;�A T/>- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 ''vCjEN"•• v Q ) - METAL SUPPLY.INC. S_•••.' 2077 71'_TECO,INC.NC. ENGWEERII:C 2017 FISTERIJ No'44 BERTHA HVIM 167 @@ Accordion Shutter System :• 7I' I L E C.O A■S■.S■A■ IN.BLADE#1 W/OR WJO H.V.WItiDO'N BLADE&N.V.BLADE J Qom', •Q TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems IIEVNe DESCRIPTION 'DATE DRAWN BY:- LC. ^(nr, ' ; 6356 N.W.36th SC.S'.e.JIM VM=4 CGNDEN".�FLL RDA 331 � Association, Inc. 1 OLD,s-070 07/26/17 DATE: 07126/17 V ',,� Frp. (305)871-1530.rex:(305)871-1531 4268 Plast Rands Or�ve 2 DRAVJINC No NAL�� a .R:01ece0eot— Wast Palm Beach. FL 33407 3 e" m-0065719 Phcne: (800)432-2204 . Fax:(561)209-8380 4 17-102 '•a WAUER A TI UT J,F.E. P.E SEAL/SIGNATURE/GATE FLCRIDA De.8 44167 S SHEET 6 26 OF 28 . .0625" 12" 12"U.N.CLEARANCE TO EXTERIOR 0625 •vDc� t BLADE RCP 0625" 1 A SECTION X—X - HV WIN'DON BLADE SCALE: 1" _ I' BLADE-s_ .1875" Y K(TYNUPC)KLE 3"0.OPENING ,0625" 44) POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE o.os2s RESINS, UV—STABILIZED GRADE OR SABIC - - Fo—1--cG---� I INNOVATIVE PLASTIC LEXAN 103 'RESIN FLAT PorsnoN.� s (SEE NOTE "F" ON SHEET 28). _OF BLADE R1.7500'// � f,44 EXTERIOR 1.3750" liv POLYCARBONATE SOURCES FOR 4ow +' UCAeIF RESULT �/ TYPICAL PROPERTIES hPP 02.8750 /� STANDARD avrR svc.bbrobant REFERENCE "•1]103 Ull 1N le- 5 3/4 e-53/aSPECtfX:GRAVITY ON CENT=ERRS ASTM 0792 0.044 Ib/In' 0.043 1bCn MFCHANCAI 2 7/A"h4N, _ -� TENSILE YIELD STRENGTH ASTM 0638 9,400 T sl. 9,500 P.s.i, CLEAR tL 2 1/4" FLLXURAL STRENGTH Al YIELD ASR1 D790 12,500 p.e_i. 13,400 psi. SEPARATION CLEAR FLEXURAL MODULUS ASTM D79C 340,000 psi. 345.000 P.S. BETY,cEN 8ETIYEEN - 03.7500 IMP OITABS PENNGS •067.5" 03.0000 NO pD 20D ASTM 0256 16 FT-Ib/in 17 FT-Ib/in .0625" FIRE BURNING CHARACTERISTICS i Y SIAOKE DENSITY ASTM D2843 47.2% 64.5 X MAX I SECTION Y—Y LPATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS _..,.. SCALE: t" - 1" .7500'---1 SELF IGNNION ASTM 01929 1040'F 980'F .Y'ENTHERING; Asim G155 TENSILE STRENGTH AFTER WEATHERING ASO!638 9302 p's.i. 8840 ps.L EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 838 9461 p.s.L 8880 F—L SCALE: 12"MIN.CtEAWICE TO BLADE BOTTOM TYPICAL HV WINDOW . BLADE (1Al AND -� SCALE: 3/8"=, P FA�(��,� ONATE HV WINDOW DETAIL " FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11 JNL'gs• ®2611 71UECD,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. F No.44167 BERTHA HVTm A.S■S.A. Accordion Shutter System o I.V.BIABE 11 W/OR W10 KV WINDOW BLAbE do H.V.SUDE,1 TILIfF TES7TNG & ENGINEERING COMPANY American Shutter Systems RrvAo OESCRIP710N DA7E DRAWN BY. LC. v 1•, 6M I:.N.36A.5L Si,.305,NROh'A rAktEIS,FLORICA 331E Association, Inc. I OLD 15-079. 07/26/17 DATE 07/20/17 y' a���,• Pho 9:(395)871-15]0.F. (305)871-1571 4268 West Roads Drive 2 mI"ON`— West Polm B...h. FL 33407 3 DRAWING No EB-00057t9 Phonc:(800)432-2204 . Fax: (561)209-8380 ��-102 (SALTER A TLUT Jr_PE. 4 P.E.SFAL/SIGRATURE/DATE FLoraaA M.d 44167 5 - SHEET. e 27 OF 28. • GENERA LMITATIONe AMD CONDITIONS OF USE FOR 13EMA �,� n HU BLAnE ACCORDION CNIITTFR�y$TEIy( WORKING IN UNISON WIFH FiV WINDOW T3L�lE 11A1 " 1.MAX ASD.DESIGN PRESSURE RATING:+11D,- 110 p.s.T, 2.MAX SHUTTER 5PAN;96". 3.AUDWED MOUMINGS:0.D,6&HON SHEETS 6,7;A9 WELL AS }}MDUNRNOSµ D,r,U-TES,&W®0:f SHEETS 18 ds 19. 9 (29jroA�RANOFDUI.tl�oNLY MA SYM E1Rf.,A3EDLBORI ONLY AT IX A TERIOR ss CASE OFYOPPOKING SIDE OF �m�glq f r 4 CR25 CCCCCE71fERu((A`{��(EE C m I lI 5.(A)W WINDOW BLADE 6',)b SMALL ONLY ALLOW A MA)WUM OF S OPENINGS IYP.EA ENO ! i,; (3'11 HOLES)FOR®PER RADE AT SPACINGS SHOWN ON SHEET 27. (8)M44.CLEARANCE FROM TOP OR BOTTOM EDGE DF HV WINDOW BLADE 1© OF ANY 3'o HOLE FOR©4 W-11-BE 12'. MAX.S WI1tr w PILOWFD AT 1A! u WINDOW EYALC® w (0)F1R51 OR L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV "WINDOW BLADE 1 ' (0)HV WINDOWBLADE®MUST BE USED ALTERNATE TO A SOLID HV DIADEO THROUGHOUT SHUTTERS WIMUS a (E) NATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID IN _ age BLADE .F AT Eff}iFR SICE OF THEM. "aa - (F)PoLYCJVRBONAIE M/WINCOW G4�SHALL BE INSTALLEb 50 THST TABS FACE SEE END I s'. THE INTERIOR Or THE OPENINGS NC PROTECTED. KY"YANDOW MUST BE CONt1L'CTION - ONLY INSTALLED AND LOCKED USING A HY SETTING TOOL PR BY ASS0. DETAILS ON E `Q INC. SHEET 11 TYP. '{g b FULL ITIGHi.- L 4� ^ 6.5EE ANCKR SPACING SCHEDULE FOR I.NSTALIA7KINS INTO WOOD FRAME 7 ? 1Pig 2A NOIF_S 014 SHEET 16.AS LIMITED BY SPAN AND A.S.D.DESIGN.LOAD(SEE 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY I LL 1=4LLU SPAN AND AS.D.DESIGN LOAD(SEE NOTES 1 &2 ABOVE). j(SEE PLAN FOR REQUIREMENTS) 1�/ ' 8.MINIMUM SEPARATION TO GLASS SCHEDULE D H lYP TOP&BOTTOM W _-,G:-,(e1„/� UNLIMITED.%T.UTIF _. L'S' 1:�- VJ SHUTTER SPAN MINIIJUM SEPARATION To GUL55 ELEVATION M.N.SEPARAIM 70 GLASS" 96'Ma:. s F1a51ING GJSS SEE`JJFIAtE atl SK`FS 12 tT32g as T R.4 OV SFS.0 78 FDR.✓;ALIS & --------------- . =7�-- 27—��-- ----- -------.-..----- -� - CENTERMATIES as 0:0) TYP. SYNMEINICAL CENfERMATES W/O J5(SE tlOTE 4 At 1aw) PLAID— TYPICAL (1) HV BLADE WORKING IN UNISON.-WITH HV WINDOW BLADE im SHUTTER* FLORIDA BUILDING CODE(High Velocity Hurricane Zone �t �i !a ©2017 11LILC0,INC.(ENGINEERINC) 02017 L*IERN 14LTAL SUPPLY, INC. BERTHA HV- 44167 ' (L E C-0 INC. A■S■S■A■ Accordion Shutter System U.BLADE$1 W/OR 4S%0 N.V.VnN0911 ME&H.V.ME American Shutter Systema REVAo DESCRIPTION DATE DRA1:N 3Y: L4. '• TIWi TESTING & ENGINEERING COMPANY •� ,,�(L�G,• av L\Y, 5755 N.W.]GV,.R,5{e,NS.41RGNA cmnm,F=M 331.( ASSOCIOtrOfl, IE1C. 1 OLD 15-D79 GT/-6/17 DATE; 07/26/17 Z ®A(�• �u E1A:•'�� P Phone (305)871-1530,F.,:(305)871-1531 � 4268 Was, Roads prWe 2 z "•••'• �,� _7:tltOcOOaOl,cOm West Palm Beach, FL 33407 3 ORA.WING NO 1$'S1O pq�r;,(c. 1' EB-0306710 Phone: (600)432-2204 . Far. (561)209-8380 4 17-102 )� �1' WALTER A TILUT a.P.E P. '3T L%?6IANRE/OATE FLORIDA Uc.d 44157 5 SHEET 6 28 OF 28 1=11712 IRED MINIMUM 1,�R,Es ; INSTALLATIONS W/ l l'1 HV BLADE & HV CENTERMATES ©1 _ �12.Cdc; max.- 61 1 1/2k 0,035'THICK2"A/ox. o .Mtn:�AG-A16.V.STFE�E`° a4.T6 . .INTO METAL- STUD WALLS. �` .. tiDe3• �,_ . .. METAL STUDS AT 15-D.C. ' _-- 8 fi'O.C."" 0 41 m"C' . * 1 f4F'fa NOMINAL �475'- RA LI 1 ON AN COND O ALUMINUM SLEEVE rr W j •�rem T FOR 3ERTHA 9 HV BLADE ACCORDION.SHUTTER 6063-TS.ALLOY . �7EOUIRLT7 M:UMUM O i2 -A—1if SYSTEM INSTALLATION TO METAL STUD WALLS 1 NT.,L 1Sn TRAC CHANNEL ELL� 43c m 6'D.C. � � { �=} SEPARATION TO GLASS SCHEDULE o saa0 CONT.CALV-STEEL TRACK LICK Mim 1 1 ;I H— ASII n-653 GRADE so Ms.0-60 lo S.O.C. 39 I I- MAX. A.S,O.DESIGN PRESSURE RATING: +75, - 75 p-s.f- - M�111� GALVANIZED FASTENED TO suns 1 ExlsnNc FINISH 1 MINIMUM W/(2)46xt/2'TEX SCREWS ON 1 AS APPLICABLE I y WIND ZONE INILRIOR&EXTERIOR FACE I �. 2. VAX. SHUTTER SPAN:�84' SEPARATION -•(43c LEN ASTM E-7996 TO GLASS I MIN.SEPARATDN � - EXISTNG GLASS--L TO.GLASS 3. ALLOWED MOUNTING` MS ON THIS SHEET. —(SEE SCHEDULE) N Q 43 1/4"0-20X3" BOLT 1 THRU 3 �(TYP.) �,. t" MUST PEN RAT 43c 17 EXISING FINISH. (' m 4. ONLY NTERMATE�21 W/ 24 HV LOCK ARE ALLOWED REOUIIL:D MR0h1UM lA5-APPLICABLE I , a WITH 21 ARRA OED'IN A SMETRICAL LAYOUT. 4 4- 1 3/4•x 5 1/4-x 0.035'TRICK M�.I _? USE OF (2) 35 (6CONE MINIMUM) MUST.ALWAYS BE' 1-a73' cnNr.cALv-SLED rRACN cRAru EL {r 43c INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF o .250' ASITI A-653 GRADE 40 Min-0-60 CALVAN12ED FASTENED TO STUDS { la 6^D.C. m.E'O.C. CENTERMATE. - n�— �n 16.1/2'TEN Sa7IW5 ON 1, INTERIOR&EXTERIOR FACE ' 1/4'¢-20 THREADS Min. BLADE SLACK DETAIL HVF IS VALID FOR 1/4"0 ELCO CONSTRUCTION 1/2' 12 3B CENTERMATE 21 APPLICATION WITH BLADE iO PRODUCTS FAB—LOK HD 6'.1 112u.Na 5-THICK W �:- •J�':'L ED 636D.C. LU,ASTM A-653 DRADE 40 Wf 'rC�� .';; /COMPONENTS L6n.G-63 GALV.STEEL. 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(Cont.) 0111 /J HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velooit Hurricane Zone _. Q2017 TILTECC.INC.([NGRTL-ERINC) 02017 EASTERN METAL SUPPLY. INC. a No.44167 BERTHA HVTM A.S..S.A. Accordion Shutter System i V:BLADE i1 W/04/0R W4Y➢0'N BLADE&H.V.BLADE# 4. 0•• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Na DESCRIPTION DA7E ORAVAN BY: LC. 5355 N.W.a6u,:5L.si305.V.Ra.NLA rmRnms.FLoFnDK 331e Association,. Inc: i OLD 15-079 07/76/17 OATS: 07/25/17 �� -• A N�\C� Ph—:(305)971-1530.Fax:(305Wl 1531 4268 West Roads Drive 2 D !t a-m�• :t'Iteca6aw.com 'Nest Palm Beach, FL 33407 3 DRAWING No r��•iaana7•'�• EB-00067`9 Phone: (800)432-2204 . Fax: (561)209-8380 17-102 6ALTER A.TILLn'Jr.P.L P.F.SEAL/SIGNATURE/DATE FiORVA V,.1 44167 5 SHEET .5 28A OF 28