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Home My WebLink AboutProduct Approval 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 RI 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 FLIS50 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 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use stallation Instructions Approved for use in HVHZ:Yes L1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes RIAWING 17-102 BERTHA HVAC RDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure: N/A Verified By: American Test Lab of South Florida, Inc. Other: Large Missile Level"D". Max. span is 13'-2"for psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 30 egative Evaluation Reports D load for HV1 blade w/o window blade for itions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. Indica edule#1,sheet '-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party:Yes negative ASD load for HV2 blade w/o window blade.See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 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 RSI AE AMERICAN SHUTTER SYSTEMS ASSOC,INC locking rod configuration for the HVI 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 8'70"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 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copy[!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 mail.If you have any questions,please contact 850.487,1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S,must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WeCheck E Credit Card Safe �t'1 11 BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links search Fbrida - ' s Product Approval ro USER:Public User p Product Approval Menu>Product or Application Search>application List>Application Detail . a- a FL# FL1850-R11 Application Type . , Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 :(561) 209-8263 - bfeeley@easternmeta l.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -} Evaluation Report-Hardcopy Received Florida Engineer.or Architect Name who developed,the Walter A.Tillit,Jr.,P.E. Evaluation,Report Florida License, PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. ✓' Validation Checklist-Hardcopy Received Certificate of Independence FL1850 RI1 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 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN.ON THIS PRODUCT EVALUATION DOCUUENT(P.E.D.) HAS BEEN.VERIFIED,FOR COMPLIANCE W ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PLN SECTION 1620 OF THE ABDVE MEWiCNED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION'AHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A I REC IONAUTY FACTOR Ke=0.85,USING ASCE 7-10 AND Stall NOT EXCEED THE LIA701AUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRLI 17,25,26,28&284 W ORDER Tp VERIFY THE ABOvE C0.NOI71CN,ULTIMATE DESIGN WIND LOADS DETERMINED"PER'.ASCE 7-70$HALL BE FIRST REDUCED TO a.S.D.OHSICN WIND LOADS AREA 1 HV BLADES n (fQ &O BY MULTIPLYNG THEM BY 0.6 N ORDER TO COMPARE THESE W/MAX(AS.D),DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28&2PA. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,A5-IESTED;WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE LOADS FOR VAIN LOADS WAS N$USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SKUT1ER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACOOROANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: -HV BIADf O#0214.01-03,90715.01-03,81004.01-05,11214.01-05, #0317.02-06,#OE09.01-10 AND#02.10.01-11 AS PER TAS 207,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38=43 SHEET 4 -Hv WINDOW BLADE OA'#0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-05 AS PER TAS 202 PROTOCOL. AREA 2: HV BLADE n AND HV WINDOW B AT)F 114 -IN BLADE Qe0422.01-05 AS PERS TAS 207,TAS:Z02:AND TAS 203 PROTOCOLS: (WHERE APP ICAB Fl TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLAOEOAND IN:BLADE©ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS INHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR-ZONE 4.EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE 11MM CHAPTER 3D,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHECUlES�MUSi BE APPLIED TO THE. INSTALLATION DETAILS F-L,CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MHN_SEPARATION TO CLASS.DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAISCH UL COMPONENTS FOR HU BLADE 1 CE'NTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY-A FLORIDA REGISTERED ENGINEER OR/RtCfIRECT BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD,AND SHALL BE SLIEtt"EO TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR:' Cf:NTERFMIE ALTERNATING DETAILS FIV SHEET 9 HV BLAD£OA11D IN WHNCOW BLADE ® ARE ENGINEERED TO WORK IN.UNISON WITH EACH OTHER UNDER THE GENERAL LFMTATIONS AND CONDITIONS OF USE WD1CATOO ON SHEET 26. CENTEAMATE DETAILS HD SHEET 109 END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 11 3.BERTHA N.V.ACCORDION PNS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BEIII 14X2.75 AND# 14X7.751 GS SYSTEM LS 410-HT TRED MAXIMUM SPAN TABLES SHEET 12 SERIES D COATING STEEL SCREWS WITH 1J5-O WI YIELD STRENGTH AND Y5 k:T TENSILEASSOCIATION. STRENGTH.PINS SHALL BE COATED 1YRH-BN THE FFV DACROSMELO COATING SYSTEfA AS NANUFACNRm BY APPROVED COALING APPLICATORS,RECt57EREO 1fIT11 AMERICAN SHUTTER SYSTENS ASSOCIATION.PINS MUST BEAR THE HV MAAKINC ON THEIR HEAD. � ANCHOR SCHEDULE- CONCRETE SHEET 13 ASSOCIATiCN ALLOY AND-TE 4. 6005-S ALLOY. ANCHOR SCHEDULE--CONCRETE SHEET 14 FOR 6005=T5'N1 TEXTRUSIONS SHALL.BE ALUMINUMFAPER AS IND'CA7F0 ON SHEETS 2 AND 3.MINIMUM YIED STRENGTH FOR.6063-T6 ALLOY 1531.7 kS;AND 35-7 Imi ANCSHEET 15 � � ANCHOR SCHEDULE-CONCRETE ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A S.AIL SCREWS TO BE STAINLESS STEEL 304 OR 316 AU SERIES OR CORROSION RESISTANT COATED CARBON'STEEL-AS PER DW 50078.WITH 50 ksi MIN_Y;ELO STRENCOH AND 90$-1 MN,TENSILE TENSANCHOR SCHEDULE- WOOD STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4 . SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WIFH 35:k.;NINIMUAI YIELD STRENGTH. INSTALLATION DETAILS'M-R, WOOD SHEET18 NSTAUATION DETAILS.S-X, WOOD SHEET t9 Y.SEE THE FOLLOWING SHEETS FOR.ANCHOR SPECIFICATIONS:tN BLADE`1�:13,ta,i5,I5g16,77&26a END CONNECTION OETWLS 7-12 &X.WOOD HV BLADE 2 26. � SHEET 20 HV BLADE 3&® WORKING N UNISON: 13, 14&16 AREA 3• 'HV BLADE Pb ONLY &THUS BERTHA H.V.ACCORDION SHURER SYSTEM BEARS A U.S.-PATENT#6779;582.COMPONLONTS OF THIS APPROVAL ARE'COVERED.IN WHOLE OR W PART by U.S.PATENT#5'456,175 EASTERN METAL SUPPLY,INC: ISSUED TO TYPICAL.SHITTIER ELEVATION&NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG,.CONCRETE SHEET 22 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUIIER IS TO BE ATTACHED TO INSURE PROPER ANCHCRAGE.CONTRACTOR TO CENTmwE DETAILS HD SHEET Z3 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAJN INTRUSION. END CONNECTION DETAILS 1-6&X.CONCRETE/BLOCK SHEET 24 10. EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PLACE W11H WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS ROME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL MNO.MUM SPAN TABLES SHEET 25 HV AND NO CENTERMATES AND ENGAGE OR,LOCK ALI.HV AND HD LOCKS. ANCHOR SCHEDULE,.CONCRETE SHEET 26 . 11.SHUTTER 11"FACTURER'S LABEL SHAWL BE LOCATED ON A REACHLY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE PATI SECTION 1709.9.3 OH RORIDA BULDENG CODE ONE LABFI AREA 4: HV WINDOW BEAD A ONLY SHALL BE PLACED FOR LVCRY OPENING. LABELING TO COMPLY 07H SECTION 1709.9.2 Of THE FLARICA BUILDING COO= 12-BERTHA H-V.ACCORDION SHUTTER SYSTEMS NSTALIATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REOULARONSPROIADEO BY THE JURISDICTION WHERE FFIiMR IS APPLIED TO. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 TYPICAL SHUTTER CLGYATION SHEET 28' 13.(0)THIS.P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECRIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEV,4 E'FROM THE P.F.D. (b)CO.YTRACTGR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATIONINCLUOIt:G-UFESAFETY OF THIS PRODUCT,BAND pIJ THIS p.ED.,PROMOFOHL/SHE DOES NOT DEVIATE AREA 5, HV WINDOW S ATNF n ONLY FROM THE CONDITIONS DETNLED ON THIS DOCUMENT_CONSTRUCTION SAFM AT SITE IS THE CONTRACTOR'S-RESPONSI9ILIIY_ INSTALLATION DETAILS, METAL SND WALLS SHEET 284 (6)THIS P.E.D.WLL BE CGNSJDEFCD-INVALID IF ALTERED BY ANY MEANS. _ (4)SITE SPECIFIC PROJECTS SHALL,BE PREPARED BY A FLORIDA REGSIERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F.O.R.)FOR TWE PROJECT. DRAWINGS FOR F"Et-W- AND WHO WILL. THIS DRAWING SHALL ONLY BE..USED TO BE RESPONSIBLE FOR.[HE.PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS:A DELEGATED ENGINEER TO THE PLEA.ENGINEER SHALL SUBMIT TO THE:-LATTER TRH£SITE SPECIFIC OBTAIN PERMS IN THE STATE:OF FLORIDA - (e) ORIGINAL P.ED.SHALL BEAR-INC DATE AND ORIGINAL SEAL M9 5!ONAT7/RC OF THE`;AiT-sy10. OF RECORO THAT PREPARED R. FLORIDA BUILDING CODE(High.Velxity Hurricone Zone ZI.11�Q• .•'\r We �Q 1}, ®2017 71^_IECO,INC.(ENOINECRINC) � C2617 EASTERN METAL SUPPLY, INC. s • . BERTHA HVA+ temAAccordion Shutter Systems. 46 .V BEft W/'OR J0 N.Y.NNDOYBAE&HV.BLDE1L ECOiaaA S S TIWT TESTING& ENGINEERING COMPANY American. Shutter.'Systeins o DLSCRPDN 'DATE CRAWN BY:.. LC.. "O� I'� R, • ��,�� W"N.W.aft.Se_9 ]m.Y.R,�vu GAWDM FLCPXM 3316 ASSOCIOt10T1. Inc. 1 ALIO 15-078 _ OF/26/v DAtEt 07/26/17 . �s'••.....• a��itl 7h..A:(3053871-1530.F-:(305)971-1531 4268 Weat Road. Drive 2 e-mm1 UlMee 001.- West Palm Bea.6, FL 33407 y DRAWING No S/0NAL� ,FEO-0005719 �� ^n � 711d-- WALTCR A.TILUT Jr.P.E. Phone:(8DD)432-2204 .4- (581)209-8380 4 02 P.E.SFAL��ANRE/DATE FLORIDA UC.�.44167 5 SHEET 6 1' or 28 . i 3'o FOR MY17Wf 8300E® I B VARIES ¢ A Q 6rIS o 06 U rnO MoY. 1.200" 0.454* ? ,99 N N o3 I �9e , (tai I �` o.ya�• 4 � 7 4,385' f a # 4.857' SHV SOLID BLADE HV UNIVERSAL FLOATER % , C?) 90'✓180' STARTER COVERED UNDER US PATENT .5458179 (g)HV BLADE o,• 1A HV WINDOW BLADES COVERED UNDER US PATENT # 5458179 n QUALIFIED FOR USE W/ 6005-T5 ALLOY AND TEMPER QUAUFIED FOR USE N/ FN BLADES&02 �'HV DIRECT MOUNT HV BLADE(_l)& 2(p. ,SEE LIMITATIONS OF USE OF BLADE ON SHEET 2R 6005-T5 ALLOY AND TEMPER QUALIFIED FORUSE W/ I-IV 6063-T6 ALLOY AND TEMPER � 6063-T6 ALLOY AND TEMPER BLADE l Il& 1n .373:- o 3.556' 1226, 1.500• 6063-T6 ALLO AND EMPLR .. ,124 .670ff22e � .085" W,,\:. 2:870' ' (iYR) -- o4•. 67 1000•72 .842No -- 4.89715" 2.092OA72`J!� 4.436• I L.___.....3 112- c - 1. 7 HV ADJ. ADAPTER W LIP r ,37s- 6aHV ADJ. FLOOR TRACK QUALIFIED FOR USE w/ H 8)HV WALK-OVER TRACK -.920 '- s� RIADE 01 &I✓21. QUALIFIED FOg,US W/_HV HV TRENCH TRACK - .zss- QUALIFlED FOR USE W/HV 6063-T6.ALLOY AND TEMPER BLADE t & 2 3.750- QUALIFIED 1Q& 2Q -T6 ALLOY AND QUALIFIED:FOR USE W/ HV 6063-76 ALLOY AND TEMPER _ BLADE.Q&02 ONLY. HV RAINGUARD n VARIES - - ' 6063-TG ALLOY AND TEMPER QUALIFIED FO USE W/ t1V 1.917` 1.936- 0 YA18Es 1.936' BLADE � 83' 83" Mao 6063-T6 ALLOY AND TEMPER 0 to NI 2.03` I .060- �� .� 0110 _I .060- mo 670 .093' .f93'c m 140" .140"U .0 ep' 670' 1.68' o - j ..:030'.' `6� "m n - 3.520' 4 m ytl 670 .. I 11V HCEILING HEADER �P113'529' 63CT ODrUFIED FOR USE W/ HV 9LADE(7 3ONLY, l'�`' HV HEARMI-$11, 13 HD CEILING HEADER/SILL =529 3x61 -_J SEE SECTIONS FOR VALIDIT�Y--'' FlED FOR USE W/ HV I ONLY 6063-T6 ALLOY AND TEMPER 063-T6 ALLOY WE QUALIFIED FOR USE Vl/ HV SLADEClj 14 HD WALL.HEADEWILL 15 SHA CEILING HEADER/SILL L SEE SECTIONS FOR VALIDITY_ CUALIFIED FOR USE V!/ HV QUALIFIED FOR USE W/ 11V BLADEL 6063-T6 ALLOY AND TEMPER BLADE v-ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER X ELUDE - COMPONENT A 8 TI. 77 Ill�IFle - I X Y t A4�L% �L Y LLL t - 1' 1' O.O6YYi 7' 2` D.72S 1j 2` 5"MAX. 1/8' 1/8' HVC f)SIDE ANGLE 13161 2• 5"MAX. 0.192' 0.192' R720 X Ql1ACIFIEO FQR USE w/ Hy ALUMINUM..ANGLES 19 � �2�.5-!7'MAX- D.19o" -0.190' HV0 o, CORNER POSTS BLADE 01 &.'0 - QUALIFIED FOR USE W/ kIV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE V1/ HV _. _ _ BLADE 0&g) BLADE (SEE SCHEDULE /f///iiiii��e 5063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEN 1F�41 TIL17- FLORIDA BUILDING CODE(High VelocityHurricane Zone 7 �� ,1t Q� ••"•`� •'' Ji�Z ©2017 TI_TECO,IRC.(ENMNEERINGj 02017 EASTERN METAL SUPPLY, INC. �, ; vicervsF BERTHA HVTM 44i6' `: A S S A Accordion Shutter System. IL ECO �M�, . t ■ ■ ■ Y BLADE#T W/OR 41/0 KV,WIDOW BLADE&KV.BLADE 1 American'Shuffer Sydems 8EV.9¢ OESCRIPf10N GATE 0.4A&N 8Y: LC. TILLIT.TESTING & ENGINEERING COMPANY 8355 NA 36N.St-Ste 305 wta umrxs,FLOR a 331 A830CIaIlOn� Inc. - t OtD t5-079 67/26/17 DATE: 0706/17 CORlO �.A - 4288%Vest Roads Drive ' C\ t� Ph":(30.5)871 1530.F¢::�(305)B71-1531 2 -wk's'••... t�SV .13 4 e-m4S Guec¢�uetwm \Vest Palm 9eaah, Fl.33407 DRAVANG No S�ONA1. F' E8-OoO5719 Pncne: (800)432-2204 . Fax: (561)209-830017-102 a'ALrER A TI ,dr.P.E. a P.E.Srft%�fG4A/f(1RE/DATE rLo90a Ua 8 44167 5 SHEET 6 2 OF 28 4 66 .929' 14 4.9 ST e $1--•i.'-_ .�..745• 2.29S pm- t/4•-20 IF mt 2.293" J450, FLATRLV3 THREADED sI l'G T64A M' o 555WEDPM4'-2a (]TYA.) REMED 1T+KEDLSrtA.IaG wTu1AEUDE L mEGRESS MKN3 87 1.325RN t p R ro j c J18• - BRAS CriNDER 'V INFIASS CYLINDER ,1p r I utm>ICIRct.E (n+Rc rtArm) 21 HV CENTERMATE To QUALIFIED FOR USE 1V/ HV BLADE& fA ONLY �2 V FLOATING C AT•�s' y� i''25 I ® 44�ISLOCK 6063-T6 ALLOY AND TEMPER OU TED FOR USE W/ HV BLADE I & 1 ONLY G Q� 3.023• .$75• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-i6 ALLOY AND TEMPER HV CORNER CENTERMATE BLADE Cl)& ONLY. BLADE )& ;�ONLY. Q'ALIFIED FOR USE 'N/HV BLAOEQ)ONI.Y _.250.O.D. 67a" ry 6063-T6 ALLOY AND'.TEMPER PIAST�HEAD T8r 18" .522,1 w 4.045• ^32 MOLDED Ttl To iV 2.0- SCry I9" 1.753' t.pOp !rl 06� $ �9 nl F / .825" '� "•3�•AFTER RIVETING +'lam` dd '^'c' c+ t'`s ��• �) E3EFOR£RIYrTINO 5n n = 1�4"0-2U X 0.3/4n 4 S.S.*THUMBSCREW 1/4"L-20 RIVNUT* LLL PI '01 SERES 9444 ALUMINUM 2024-13 ALLOY LARGE p { ) E FVJ2GE THRt -o •� ti SHEET MJTSERT.PART!0820,AS I.UNUFACIURED BY AY,1EL PLAN ^- FRo Jr ELEVATION FS HV MALE -T" LOCK CENTERMATE 4-566• CKERAY TLYTORN.PARSIPFENi'.nW JEFLc�r O?O1 4 OR EOwL 27 LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADEUONLY L2 HV FEMALE "T" LOCK CENTERMATE ® NV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ IIV QUALIFIED.FOR USE W/ HV BLADEt@ONLY QUALIFIED FOR USE W/ HV BLADE( W ONLY EN BLADE 1 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPERR'' W/ HV 1 917" 3.161 To o a I .06(33""To 063" .21 s'm ; - .0�6t 1 • pit 030�1 6 1 �-7HL`aflZ1RN CYLINDER OR ^i- .214' i KFY CYLINDER 4 4P- (�I) �1 o � nl � • m � � 0.875'Min. HD CENTERMATE W1 NO I,, ING4 3� HDC TE W LOCKING ROD 405 n o p 1 .125•Max. �11 ENTERMA � 0 ° o �"� „ QUALIFIED FOP. USE W/ HV BLADE�U• �&`2; QUALIFIED FOR USE Vi/ HV DLADECI), &v h 60'3-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER '�+ HD CENTERMATE S INSERT .aD4• MU VARIES. 12•MDL QUALIFIED FOR USE V.'/ HV BLADET). IA.&� m p t/4•o-z0 5.5.aR 3/a"P-t6 1.130' 6063-T6 ALLOY LAND TEMPER FOETAL ThUu&SGiEN-a. �I 3:1/2' MSTURN KEY {S¢ODWuis) CY/4-0 �p - 4 DR CYLINDER 1.97 M;,,j CYLINDER 1.76"M-. LOCKING RODA 5,93 4 OCK 3. HV 4" 56-20 AISI 3704 .8Y REGEtff HARDWARE 610NTFE LOCKS SERIES.2333 H�OOK'EOLT LOCK- HV FOR USE W/ HV BLADE L&•� .HV.3/8"0.-16 ACETAL f !!�� 6063-T6 ALLOY AND TEMPER THUMBSCREWS T R SCREW QUALIFIED FOR USE W/ NV BLADED, e7 Pa;INSTALLATTON WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE,VV�d9Ai.E3 DEC11 QUAUFIED.FOR USE 'N/ HV 81 1 &CaJ DRILLED AT TRACKS FOR PROPER EMBEDMENT j11T� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 't�P 1L Q2017 tLFECO,INC:(E0NE:RJNG) ®2017 EASTERN METAL SUPPLY,INC. _ BERTHA HVTM �r C C A■S.S.A� Accordion Shutter System * '� E C:C INC. _. V.BLADE1 H/OR W/0 KY WHJDU'Q'BIpDE&F�1V:BLADE¢ TILL{T TESTING.& ENGINEERING COMPANY American Shutter Systems REYJ,e DESCRIPTION DATE DRAIei 6Y: LC. W55 K-.3W,SL•Sle.305.NPUMA GARDIRm FLORM 3316, Association, Inc. I CLD 15-079 07/26/17DATE 07/26/17 '�� (OR40P•� t, Pha've:(305)671-15]0.Fm::(305)871-1531 42E8 Was' RODCS Orive 2 �''�••.. 1� a-ma6:ttltemooaLcom West Palm Bcaeh, FL 33407 3 iDRAWING ND FysFSf[1pst: IT`` WALTER AO1a0T1Ji.P.E. Phone: (600)432-2204 Fax: (561)209-6380 4' 1 7�102 5, P E- /EMiyAiyh"ET�aATE FLONTOA U-1 44167 5 SHEET 5 3 OF 28 SHUTTER ASSEMBLY SCHEDULE FOR �i HV 1 HV (1'4 AND HV BLADES. a ZY � tO HV BLADE 1 -- - 39 Rgg` 3 �Qo 1� HV BLADE 1A L C 2 HV BLADE 2 �on or I I Ii Q 1 .47 m 4 n 3 HV LONG RECESSED NYLON BUSHING11 i i.1 N 39 HV SHORT RECESSED NYLON BUSHING i 40 HV NYLON HAT WASHER EXTERIOR i 47 "o 41 Ta t�•a � � r I o. 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK `NYLON WHEEL.. 1 81 ^- E I 1 0 r @—,,, Q® 3 ©. 0.188"0 AISI 302 SERIES S.S. RIVETSSEE NOTE FOR ( r •I !REQUIREMENTS Q O ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ACCORDION PIN W/ 8 HEAD I HV 2 3 4" �. / / 11 •i XIz U V O r I POLYCARBONATE IMPACT RESISTANT HV WINDOW �� ! Q� Or0 ; (SEE SHEET 27) 3 N w' "N� I � i sEKIIIERKIR RUDE KNUCKILE FOR TYPICAL SHUTTER ASSEMBLY #-I-iHV PIN % >; SCALE: 3/8" = 1" EXTER 0®OR 0 AT (1) HV PIN©SHALL ALWAYS BE USED AT ALL EXTERIORo�324_l BLADE'S KNUCKLE, DOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR i 3 (SEE NOTE * FOR HV(9 BLADE. .048�i�.� ® � `t REQUIREMENTS) (2) HV PIN®MAY BE USED IN I.IFU OF AND ONLY AT I r EXTERIOR 907TOM KNUCKLES OF HV ACCORDION SYSTEM Vl/HV Q2 BLADE WHEN CORRESPONDING TO INSTALLATIONS-CC'AND "DD", SHEET 22. i (3) IN PIN®OR®LV/ 1/2',O.D. 1/16-THICK S.S. WASHER WHEELCARRIE DETAIL SHALL.BE USED FOR DIRECT MOUNT INSTALLATION PERDETAILX. AGASSEMBLY LAYOUT SHEETS 11 ti 24.. N.T.S. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone ttt11��•. r✓% ®2017 DLTECO.INC.(ENGINEERING). m 2017 EASTERN 1LETAL SUPPLY; INC.' 1 I�sF •._�' _ A S BERTHA HVTM L E C O.��, �S�A� Accordion.Shutter System A Y.EIABE 1 W.OR V1/0 H.V.we"boW BLADE k.H.V.BLADE TILLIT TESTING& ENGINEERING COMPANY rrlBrShutter Inc. ITIS RLv.No oLsciOvnGN OTC caerM er: LC. 8755 a,% Tau.S�Sm.305,vmG.tumwa FLOZZ,331. Association,5Vl.stR.d na. I. OLD 15-07B 07/26/17 OWE: 07/26/17 4Z69 Yleet Roads Drive 2 D� '••C0R1p ,� Pnona (�os)871-755D.Fax:(aa5yen-1551 !�� 11 a-mas LnteeoOOCLeam 1Yesb Polm Beach, FL 33407 5 DRA"NG No �sis/An1 r.7 �� .dI E9-ae06719 Phcne:(90O)4.n-2204..Foci (561)209-8380 4 17-102 "`",�� W/1L7CR A muff jr.r.E. P.E.S�JC!fF1GDIAw LTi FLCTtIDA U�0 44167 5 $N.EET 6 4 OF 28 • °° 3 v *NOTES ON HV LOCKS AND CENTERMATES: A B G . 0 1t p�Ri•�� N N U 5 T Q�'�' '�I 25 :.3'1 1.)4/ANDATJ)RY CONDITION X11 ONE HV . LOCK I&or. SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 OF SHURER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION.:FTVLOCK or MAY BE USED.AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To @ OR 1nrf I h,j n I nn n CENTERMATES W/(2) 1/410-20 x 1/2'LONG FLAT HEAD S.S. A.S.LOCATION OF LOCK SHALL BE AS INDICATED ON t TYPICAL SHUTTER ELEVATION. 5m4 G� I 2. C'6)ag\ FI�CEI IHC. INSTiIT_ATIONS. TWO HV LOCKS OR zz5�OR ONE HV LOCK OR W/TWO I D_ LOCKING RODS i(3 AT TOP & BOTTOlA SHALL BE SEO FOR ANY SPAN AND INS ALLA710 AT ANY ELEVATON. HV.LOCK*OR "@ SHALL BE ATTACHED TO @ OR CENTERMATES W/ SAME SPECIFICATIONS,AS PER ofl-HYa f MANDATORY CONDITION 1. LOCATION OP LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHAD.BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. ,;� 1 1 �taR�5baax�J°"CJ �'•�� IF 11 DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES;UP TO TWO HV II LOCKS ', OR t2_§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES g5� OR I SHALL BE AS INDICATED ON NOTE(I) ABOVE. 5'pLOCA ION OF LOCKS SHALL BE A5 INDICATED ON TYPICAL SHUTTER ELEVATION., � o y Ei t 6 4.OPTIONAL CONDITION #2 01AUD ONLY WHEN 01 OR LIMITED xoc� hr �� C7 LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNAME DEVICE IfI o . ' %o. MAY ALSO BE USED AT STACKING POSITION (NON 'HURRICANE POSITION). IN 5.uAunATORY CONDITION/- ONE HV LOCK q3 1�SHALL BE USED AT CORNER CENTERMAITS FOR ANY SPAN gt5 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2�' or�SRALL BE USED AS AN OUT510E OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 x"-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S�r9 AT TOP& BO1�OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 26 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12- 6. II I2&=j ONE ALTERNATE NV LOCK 9S MAY BE USED IN UEU OF HV LOCK Q�or FOR ANY SPAN AND INSTALLATIONS.AT.ANT ELEVA710N, ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT . I OF 1/4"0-20x3/4"S.S.THUMBSCREW TO fj-OR g CENTERMAm SHALL BE MADE V7/ 1/4'0-20x3/4"ALU- SEE ENO RNNUT AS SHOWN ON SECTION HVE,_SHEET 8. ONELOCK SHALL 6E USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION I I ` LOCKS AT 1/3 OF SHUTTER SPAN. - OETAIS ON 0 f E H I J R L 0 I I P q ■ V W k SHw 11 TYP. Iti( ' Iff *NOTES ON HV "T". LOCKS.AND CENTERMATES: FULL HEIGHT. �—�3� 1OF CORNER 1. SECOND JLTERRATE TO MANDATORY CONDITION 81 VAL1 ONLY FOR HV'1'I= AND CENIERMACENTERMATESQ AND ` 1 ONE ALTERNATE HV-r-LOCK t3QQ MAY BE INSTALLED IN LIEU OF HV LOCKS 'OR Q5 FOR ANY SPAR AND .._ ur4lurm eiaml CENTERMATE 4ALLATION AT ANY ELEVATION.ALTERNATE LOCK 0-JAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ,�Z;aa. (6�'• 7 cx'$jc«11 Q� 131 c° OF LOCK f0 INCLUDES USING REINFORCING LOCKER 273, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES;$AND f�gr W/ 1/4'0-20 x 1 1/2'LONG S-S.THREADED BOLT W/ 7/8"0 x 3/32- O10•n 5°*yT*1 31caI� (13 oa WiNGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4"Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" J v MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF-TWO LOCKING RODS 05 TDP AND BOTOM IS MANDATORY, �.OB 1 8 a0. *NOTES ON HD LOCKS & CENTERMATES: /�5 c� �-� 1.H l �/HD CENTERYAIES�.OR IS�l W/X33 ONE ALTERNATE HD LOCK V MAYBE USED IN LIEU OF IJ.`pjc61 I D�cRC9f•�$ox� MJ LOCKS(��i OR Q51 FOR ANY SPAN AND INSTALUITICNS AT ANY ELEVATION.ALTERNATE HD LOCK V4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HO LOCK 13�TO%IS W/3 Q8 x 3/8'F.H.S.S.M.S.,A14D INCLUDES TYPICAL11) HV :BLADE SHUTTER ELEVATION RENFORCEMENT INSERT @)AS SHOWN ON SECTIONS_HOB- TO C-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12",MAa1MUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS`36%'5 IS.COMPLETELY OPTIONAL N.T.S. R"Tit FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ..•^CA'n• ,✓� Q2017 NULCO,-INC.(ENGINEERING) 02017 EASTERN UETAL SUPPLY.IMC. \VL1'DF" BERTHA HVTM i No,44167 /TILA S.S.A. Accordion Shutter System i tic E C A t N C. ■ .V,ELCE 11 W/OR IV/0 H.V.awl BLADE&H.V.ELN)E� American Shutter Systems REYJIo DESCfi1PRON DATE ORAVJN fly: LC. TILLIT TESTING & ENGINEERING COMPANY y /L ( 1 -Association, Inc. 1 OLD 15-079 OT/76/I7 WEE: Wf2fi/17. �/ 1 6755 H.W.M:h.6t,So.506.Wi0V64 aW0EN5,nLNmA 3316 ' ;c+n1;. �'rl' Phme:(305)071-1530.rn a(305)871-1531 4268 Ylest Roads prive 2 p o, .1! a-maa:ellemoeot.csm 11'esl Palm Oeoch, R 33407 3 DRAWING No r�SS�0iA�t�'- _ Efl-000671B Phone: (800)432-2204 .:Fox! (561)209-8380 4 17-102 [ Iv,LreR a rlwT Sr.r.E. P.E S �(Gx�.(QE/DATE FLOIa74 L;-- 44167 5 $I IEEE 6 5 OF 28 POURED.CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE 111 / / CONCRETE CONCRETE ANCHORS Ep 'RW f 4 INE x3 4 S.S. REOU RED 1 CONCRETE ANCHORS �I,/ I/.SCREWS REQUDiW _ _ �-�. -- (SEE SCHEDULE ON ,. / (SEE SCnE01;LE1 ON NU 1/ 12' I CONCRETE ANCHORS SHEEP 13) �� r SHEETS 13& ISA) NUTS 0 12.O.C. (SEE SCHEDULE ONS 3) / _ 1Z OR I // :� _ 17 aR 18 - fXn. 1MACHINF°SCREWS S.S. 7n. . / 1• USING 1/4'-20 NUTS _ 19 p EO 1/2 / 4i 12"Q.C. 1/zT OMOx. Tr-,° j{ 13 O OR t 5 E U*/I / I I I .250"MoMo. (�E / .{" Maz• OPTIONALIliiji �, t �••! /.. J, OPTIONAL MN.SEPARATION MIN.SEPARATION TO CLASS i 12 FOR B' ta7�n 1 OR i SCHEDULE ON I. 1 ON SHEET 28 FOR '' ® r MIN. GLASS �''r w` 1 Ex>LNS--{ SHEET 12) u t5i� EXISTING i BLADES 1O&0 I 1 CLA55—, —(SEE SCHEDULE I EXISTING I SHEET 12) ' GUTS OA HEADERI 'O HV WALL HEADER INSTALLATION HV WALL HEADER.INSTALLATION EffISTING 1 EICSTI: G1AS5= n r, C. I RLN.SEPARATION H ' .Mrs�SEE ` OR d�t 1 EXISTING ' io cum 1 }SLE ON i GLASS {SEE SCHEDULE ON 12 FOR WA..E^(MND 111 LNtI:SEPARATION I SHEET 12) ON Sli�f ZB TOR. I_, 7°CLASS t _.(SEE SCHEDULE ON i E7ADF510&® W SHEET 12) : j � 0 / f OPTIONAL 1 r i i 1/4"Mom. Max. OPTIONAL =' p 1L O'ilr CA '� ' i 13 oR 15 1/z/L EO —EQ 1 C.© � 1 1' '•_ Mi:r_ . --�aRi`q j _ I/4•o-20x3/a-S.S. ` \1, -EO rQ PHILLIPS TRUSS HEAD /` \ 1/4"9-2{x3/4"S.S.PHILLIPS \� —@OR18 MACHINE SCR-S UsMG 1 CONCREIL ANCHORS --TRVSS HEAD hMCHINI, SCRLIYj CONCRETE ANCHOR$ 1" 1/4"-20 NUTS O 12"O.C. (SEE SCHEDULES ON W'/ 1/�_-20 NUTS 13 12"O.C. (SEE SCHEDULES ON . hLn. ORUCAED NCR NCRETE K SHEETS 13& 154) URED CONCRETE J ••. SHEETS 13& 15A) �_.__ �r� Y CONCRETE BLOCK -�� ''SEECSCHEOULES ON REQUDIEO U HV WALL SILL INSTALLATION OD HV WALL SILL INSTALLATION POURED CONCRETE—/ SHEETS IEG& 15A) OR CONCRETE BLOCK WALL REOURED HV WALL SILL INSTALLATION NOTE FCa— INAn^N °`RE�NDN`: 'INSTALLATION DETAILS W/ 1' SEE SHEET a ^ SHUTER: EDGE OISTANCC ... _. ASSEIABLY (SEE SPECIFlC4i1ON5 ON SHEET 14) BiLIMITATIONS NOWFTU28 FOR H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED �li� IN ANY WAY TO SUR'ANY INSTALLATIOK I� fjj FLORIDA BUILDING CODE High Velocity.Hurricane Zone) `�F\r •'r CN n�•,•�/9 Q2017 TILTECO,INC.(ENGINEER-NU) 02017 EASTERN METAL SUPPLY.INC. [ UG�QtVs7 = BERTHA HVTIA : . , IL E C O �N�. A .SSA Accordion Shutter System �, ■ ■ .V.BIDE it W/OR W/0 N.V.WINDOW BLADE&RV BLADE`jy kr�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REYAe DESCRIPTION DATE DRA916Y Le. �(/ 1 Association, Inc. - 1 OLD 15-OTD 07/26/17 DATE 07/26/17 0 ••. ! Al 6355 N.P.36A.St.Sle.JW,vNCed4 aAfa)E+ry.Ask"3310 . JE`l-•l,••••• \ t1 Phn :(2WSIaz1-1530.rax:(3D5)e71-1531 4269 YrCSI Roads Drive 2 'L aC�•;1 3 DRAVJING No o-aE I,imcaomd.�aa, West Palm Beach, FL 3340T .SslONA1 I' EB-0D0671D Phone: (800)432-2204 . Fax: (561)209-8380 • 17-102 WALTER A.711Ur Jr.P.E. P.E.5 /S(�n�TURE/GATE FLORIDA Ix,g 44167 s SHEET 6 6 OF 28 SII .. .... CONURED CONCRETE ANCHORS 1 CRETE (SEE SCHEDULE ON SHEET 14) '' (g I 10 OR �� I REOUIREO , I5DIMUE a, i ' i EDGE OF 11 FOR MAX 11¢.fD � YN.GIYINAfCN 1 STAB 1F ON Dw 2211 TQi _ ro cuss ITT /%. E 0.77, OPLICAME EXtsnNG BAIE9J@�' t"OSE gtYu 12) < I.IN.ScTAAAT10N m 1 ::+7 Z.IJ TO GLASS CLAS �J ALiElitdNEI. (•f Ox3/4"HEXANCHOR I I SNLET tz) HEAD LO^.ATIOn - TE K SWASH�CFtEV ® ' 12 O.C. fir`" ' OR 15 i 3�a'me. I �1 li i i f uroi I }a MIM�1 CONCRETE PNCHO I I E GLASS ' 11 I i I 6 0-41 (SEE SCHEDULE 1 j HNI SHEET 14) EOSIING I I 1 / I _ i',/ E0. C' ' `j / `'/ / / EDGE OF ;il; EDGE OF /f I 1 1 / { if- I / / EDGE Or / /� SLAB IF GLASS--� i SLA13 IF /. SL'.B IF ,i I I� i! / APPLICABLE i MK spACv'19J APPLICABLE -y I- E.C/ EO -� / �.• ,.• PSCHEME ON UCABLE //✓ //' , ' /,.' �,' APPLICABLE t2 FOR as r POURED ! / . 'I / /,'/ POURED 1 a QI 9fi£20 T6R I' 1 OR T CONCRETE II + � —E D.i� { -•_` % REQUIRED -D.•, L—E pr.�l �NCkETE-1 CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED L`SEE SCHEDULE OURED N SHEET 115) q QU-EO (SEE SCHEDULE ON SHEET 25) �I HV FLOOR INSTALLATION t 1 V WALK-OVER INSTALLATION I1' TRENCH INSTALLATION n HV CEILING INSTALLATION VAUD ONLY FOR UP To +70. -75 PSF Ss PRESSURE RATING h FOR SPANS PER .. RETE ANCHCR� SCHEDULE p4,SHEEF 12 ' ua SG`Au rcH5C){r0-7 1 !//JJ Too.RF jt r_ _ 5HEETS 15& f SA) F.1GG1 MIN. SEPARATION EXISTING± slsn tT)� t 5—I TO GLASS 1 iS^I 01.1 Sf:P/4ZATIDN' I GLASS I i 7 i � (SEE SCHEDULE 0 t 7 1 TO GLlSS SHEET 12) iIE i(SEE SCHEDULE -01 0)! SHEET 12) I rt/4. I vAX. $ 3 az 15 E D i; s 6 C f[k�7j 1 L Z` 1 1 MIN. 1 ! /p �_ #10x3/4"1107 WASHER .'I 8 iIi ili #74x3/4' HEX HFATT `i %' �IIFAD TEK SCREWS b I' 1 S/8 I� TEK SQREwS 9 9 t)C a 12'O.C. /,._____ /r______ OR 1/4'a-2D S.S.M.S: CONCRETE.ANCHORS �' ____L._ 6 •O 1/ 814x3/4 S.D.S �,'"J, l' ,II 1 lAax.'j tv/NUT 0 9-O.C. ' (SEE SCHEDULE ON i t/2 G9 9'0:C. i .' 1/2 _____.T��_—__• SHEET + }'740/4'F.H.S).S. r EDGE OF ,1 ` \ P 9"O.C. + 1 7 H -�_.1 /B�_ —SLAB Ir _ \ ._.- . / / 1I CONCRLTC ANCUCRS .`_ � - APPLICABLE SEE NOTE 1 b NOTE ! / T SEE SCHEDULES ON ON SHEET 1u') POURED CONCRETE ONE SHEET I3(b) �� j POU4EG CONCRETE— ( OR CONCRETE BLOCK SHEETS 15 k 15A) OR CONCRETE BLOCK REQUIRED REQUIRED OPTIONAL ' POURED ~ K HV WALL FLOOR INSTALLATION ` CONCRETE U HV WALL WALK—OVER INSTALLATION REQUIRED C,'HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ OT Nr rQR rnumNATIrn nr SEcTIONG:. THIS INSTALLATION'SITALL 6E. \�� F'I ♦ BLADE I- SEE SHEET 4 FOR TYPICAL SHUTTER E:-0. EDGE DIMANCC REMOVABLE WHEN PERFORUED HEET (SEE SPECIFICATIONS ON Sti) ADJACENT TO AN OPERABLE EXIT •SEE LOA IATIONS OF USE FOR { ASSEMDLY _I.OR-ENTRANCE -BLADE TA•ON SHEET 28 2- MOUNTING SECTIONS CAN eE COtde'WED lfl/ IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) GENS 9� - `,,41 P,�•�•••••�, t/ 020777IL7EL0,INC.(ENGWEERIIJG) ®2017 GLSTCRN METAL SUPPLY, INC. No,44167 No, HVA 11LIE C Q INC. A■S■S■A■ Accordion Shutter System � ,. .V.BLADE$1 WJ OR Y1/0.H.Y.'!7L'tBOW BLADE&H.Y.BLADE� �ltl JTILLIT TESTING 8r ENGINEERING COMPANY American Shutter Systems RLVNa DESCRIPTION DATE DRAWN BY: L.C. '6355 U.W.36th.SL,Sth 305,%IPOT A CARGENS.FLORIDA 331fi ASSOCIatIOnr Inc. 1 CLD 15-OTB 07/26/17 ME: 07/26/17 s P 4268 Wost RaadS Drive noNc:(3Gs)e7t-ts3G.Fux p(3ps)a7,-153i 2 e-mot 6leeevoaoLmm West Po1m Beech, FL 33407 1 DRAWING NO VrauEREBA.G7IwT1 B,P.E. Phone: (800)432-2204_ Fox: (581)209-8380 4 17-102 P.F-SEALJSIG RAVE/DATE FLOROA Ls.g 44167 5' SHEET 6 720E 28 I ILS ON SHEF-TS 11 A 20SEE NOTES ON 40CNINO F:ODS7®,IN Lome ar -3` INSTALLATIONS W f i H V AND ALTERNATE MV LOCK @ GN SHEET S. F0—U V-T i N EJCSTING GLASS * GLADE SLACK DETAIL W IS VALID FOR ALL BLADE W MV CENTERMA, ES —EWATES,F'tJJCAT,DN,M1_ln 6LADEa OR , SEE END WALL CONNECTION —EXISTING GLASS DETAILS ON S 4�c:"J1 �✓ -_-— —..-_.----- —._.--.--_.—..,.. ------...__ — 1 Q+®°�Q+u-@.Qw ANCN26 ALLD'fj ALV N. I J 114 7' 7" (6063-TOPPOSING SYMMET RYCA "ME 111(2)1 ' CON CEATERMATES CENTEMATE S I,. _L N,rr+. s a�rAtLON tO'mfi,.RETE - t (roa/86nou)a g10Ya%h s.us.a 12• ! ) W/ HV LOC br W HV LACK t2�4 ar TO GD (4)JI&1f2'SMS.TO TUBE' O.C.FU Lt LENGHT. _ { (/�'� (SEE SCHEDULE ON FT rACJi A1tGIE,(TLP), * (N (-S�y St1EET i2) DJ HVB OUT' HVC CEEOLKWALLQo•Q° Q 0-0 Qw HVA DISTING(LASS CONCRI i D, � C w t RNLI ED z----------------T�---©'��?y E%1 NG '®"'Q+®"`®'Q� I SYMMETRICAL * iN V'O'©°kV'O'�"' Laity.SEPAR�WN GLAss �,F ap9 , y,�„ g �l Gies b I 1 CENTERMATE,5�y�c J rd�`�"Q'�°"O'Q"' (SEE scrEWLSE at+ 5 Wf HV-LQC-�6i + cPnON^+) :J,q�w�s•QwQ04tJ SHEET 12) N'LL i N * OffERIOR SEPARATION TO GLASS 1 TIONAL � i (SEE SCHEDULE` (INTERIOR) — 0M SHEET 12) o t i T V ?CONiCREiE: ANCHORS O (22D �•�, C f ax C''`y1 r: /� u T _ 6 1I2"hiAX.SLACK �. ... (rxTERroR) HVE7 HVF** dUT BVD 1111 E•�A• T! ',. FLORIDA 13UlLDIN6 CORE hy H High VelocitOrriGDne Zone 2017 TL1EC0.INC.(ENCItJEEF11NG) 012017 EASTERN METAL SUPPLY,INC. - 1 • •"'• � ►s •:�= BERTHA HW . .T . No 44167 'z /►hAccordion Shutter System Yt + 1'F1C... ■ ■ ■. 11.6(NE t Yl/OR o t3V.WINDOW BLADE k N.Y IPAE p American Shutter Systems REH.Nn DESCRIPTION DALE mwu mm LD, .. TI:LfT TF.5TING.& ENGINEERING COMPANY Association, Inc. 1 OLD 13-079 07/26(q DAr: 07/26/17 ��,�,,f L` �,.•'<""j`i1� 6333Kw.awn.5s.,s---M.+nRaxw r✓ADe+t nasn0+.ss1 4266 We3t Roads Drive_ z DRAVlING NO �l' •+......•• a t1 Fhonc:(3C5)871�1530.Fcx:(305)871-1571 SYcat Palm Beach, FL 3307 } e-maEQG0 749�� Phone: (800)432-2204 .Far.(551)209-8380 17-102 c�.��CC`lgq wAL1ER h nun L.P.E. E.5FAfSIG NATtfRE/DA(E F4awsu.uc¢44167 S .- SHEET P. 6 8 OF 28 ALTERNATE INSTALLATION W HV "T" LOCK 60A HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES I!P8 �9 & LOCKERS. lL/1 W/ n HV BLADE 1' r EXISTING GLASS OUT 90 I IN I� * BLADE ,QSLACK DETAIL HN.INDICATED ON SHEET B. © ® O O O O� IN LATEWELL AS USH E T 1 FLOATING BLADE WI DETAIL HDo–ALTERNATE, I ( 1n c9 6 •' 7 oa$ w 1 D. 3 INDICATED ON SHc'E7 10, MAY BE USED WITH THIS ALT[R;:ATE 1`10 Ow©+��Q•�� INSTALLATION DETAIL HYG SHOWN IN THIS SHEET. i ©' 7O•��©'OO '�`" SEE END CONNECTION DETAILS ON SHEETS 11 & 20 2•x1-s,,B-KD•_2 ' ®•QaLO•©ax 1®•�5 s+Og . '(6063–T6 ALLO'n ALUM. ' ANGLE w/(2) 11CO TAPI N ' 1/2• ANCHORS N CONCRETE ' (ToP/6a7TOA1) °,x I L————----------— --- --------————.--. . ------------ (4)8,0,,/2'sNS.TO Tu6E #.0x3/4'S.MS 0 12- —— -` AT EACH A1121 E(M) C.FULL LENGHT. *HV "T" IN *HV "T'" IAN 30 .SEF 4ATlON TO c s 5 3 LOCK (INSIDE) l�l 3 / 30 LOCK (INSIDE) (SEE sOH RULE ON — 17— I I I - I ,�I� 5 28—` r—i 29 1 28 F s• 1/2. O .. 1 ;21�-1/4" OUT 0-20 x 1 1/2" S.S.M,S. 7 W/ 7/8" 2 ID x 3/32" WINGNUT. / NYLON SCREW HEAD 1(c � 30 HV "T" LOCK (OUTSIDE)--� 26 1/4" a-20 x 1" S.S.M.ST SEE NOTE 6 F0.''i T LOCK(D 30 '1• LOCK, ON SHEET S. H W/1/4"O x 5/8" RIVNUT f. HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUF6NUM "-VG* (2024–T3 ALLOY) LARGE RANGE THIN SHEET NLTSERT.PART 11 0820, AS MANUFACTURED BY.AVDEL CHERRY T=XTORN.PARSIPPENY, NEW JERSEY 07054 OR EQUAL ++TETT�ti�A. �'�`�a FLORIDA BUILDING CODE(High Velocity Hurricane Zone +t+� ..'��j�NS�ti✓�j� ®2017 TILTECO,1,9C.(ENGINEERING) 02017 TAs7ERN W&AL SUPPLY, INC. _. BERTHA HV1M 0416T A S ..S aAccordion Shutter System [REY.N. 'BLADE j1 W/OR W/O H.Y.WINDOW BLADE&NV.BLADE �••.; ` American Shutter Systems. DESCRIPTION DATE LRA7N BY. . L.C. ' TILLIT TESTING.& ENGINEERING COMPANY yD7 .•� +++ 8'55 Ke.28 s,-s,-so.%=-"Gt om%PLCROF nj6t Association, Inc. I OLD 15-070 07/26/17 DATE: 07/26/17 •��•• r'IT Phone (30S)e1-I50.Fax:(305)071-1531 4268 R..d. Drive a-mal:l0icco0oal.00m Nest Palm Be.ch, Fl,33407 3 DRAWING No WAVER A.0 719IT RE (800)432-2204„ Fox: (561)209-83ED _4 17-102 P.E.SFA/SIGNATURE/DATE FLORIDA LTC,f 44167 s SHEET 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 1 EXISTING GLASS OUT I Ra -IN INSTALLATION n HV BLADE I l Q�®�©•O�®�71t0�«®°° W/ HD CENTERMATESi s G \ 10»15�&©•,03 ox 0 J°° SEE END WALL CONNECTION t DETAILS ON SHEETS 11 & 2 - --EX15TI"r G1A55 1 i 8 Srst 9• c.19� 5oA 9 Yx2'xl -2" (6063-T6 ALLOY)ALUM. i 1/2 I (— 35 0' ANGLE w/(z 1/4"0 (OPTIONAL) 4 (OPTIONAL) TAPCON AOUS! i PID x 3/4'S.M.S.O 12" I MINTSSEPARATION (4). H.V. CONCRETE(TOP/eo17,011 0.0 PINS TYP. N 3 k(a) s.lu. t ' (SEE SCNEOuLE ( ) � (4) H.V. l 10 TUBE AT EACH I ON SI 12 / 4 5 ANGLE.(INP), 5 e j � ,� 4 5 B" 6 I/2' PINS (IYP.) I -�---------- - ---�-- - � ---- --rte---- ---- 49. z 1 a 20 31 OR 32 *F 31 oR 32 31 oR 32 J `31 OR 32 HDA—HVA 35* 35 HDB—HVB (OPTIONAL) HDC—HVC (OPTIONAL) OUT SYMMETRICAL. HD CENTERMATES SYMMETRICAL HD CENTERMATESLOCK INTERIOR W/ LOCK (EXTERIOR) .07 -0-10»Q� t0»ism©•O6xQ«t©� ©-o•©�© o•®� * SEE NOTES ON LOCKING RODS©& HD LOCKS ON SHEET 5 -— — -- •®on O9*Q¢a�+�a'® * UNIVERSAL FLOATING BLAOEQDLTAIL HDDrHVD IS -- ----- ---- - ---------- VALID FOR ALL CENTERMAIES APPLICATIONS 'W11H ELADE Q - 3 -- O 11FIIIj, '.. HQQ—HVD** . TOL FLORIDA BUILDING CODE(High Veiocit y Hurricone Zone `�,��''�,,•••'v,CEN��.'*;'T'�s~ 0017 71tTEC0,INC.(EI:CR:CEW-xC) @201BETSUPPLY,ERN METAL BERTHA HVTrf NO.44167A S S A Accordion Shutter System /TiLrECO tas , . Y . :. _ 1 w OR'w/0 rm,Dow iao & :v.eLrDE A American Shutter Systems REv onciti TIDN/ DATE RAY RY. L.C. V E11�IE� O H.Y: B � ' LUT TESTING & ENGINEERING COMPANY ®rtc St1U IgM .xo 0 Z - 1 Association, IDC. 1 0l0 15-079 W/75/17 DATE: 07/36/17 _ &755 NX 36Th 5L.Sa s¢5.VMGUM CAR0Ui5,FLORI¢4 JJI6 •/ �'•�� , Pho :(305)871-1530.I:(305)871-1531 4268 West Roads 116- 3 DRAWIYG NO a West P.I. Beach, FL 33407 -mea:Cteeeoea.can s ®-0305719Phone: (800)432-2204 . Fax: (561)209-8380 47— 02 •rt' WALTER A.T1WT It, P,E. RE SELL/_(Cu(iURE/DALE FLORD Dc 9 4167 6 10SKEETOF 28 POURED CONCRETE OR 1 !` POURED CONCRETE POURED CONCRETE POURED CONCRETE ('' t( OR CONCRETE +�, OR CONCRETE !'� OR CONCRETE CONCRETE BLOCK WALL / BLOCK WALL REQUIRED '" -- r/ REQUIRED �... /,_ / BLOCK GALL REQUIRED ;• - � �'�� BLOCK GAIL.REQUIRED � �OUSTING CLASS I E7PSTING CUSS `CONCRETE ANCHOR I :` ExISONG.CLASS , �. F/ �— ,` --2'MIN—" — .) fEXISTING CLASS f ® 16 OC. II1 !• _. / f WN,SEPAPATIOV /:' /, — �„- f i� L 70 GLA! tr _ _ + fr•N.SEPAR411CN •tel }— (/ 1 TL1 G'�ASS($'E : '/f / 12 FOR gA f ro r.'!L'S{sEE I W4.SERARATION EO FA/' S7iEDU.E ON SHFEf .. ON SIT 28 FOR- I / SCHEDIAE ON SHEET Ili, TO CLASS(SE i 1 j� 12 FOR HAL1E Ct�NNV "x3•MAX.: ELIDES C7 F< % 12 102 fiA'.E(1':AND /�/ r i', 54¢ULE ON SFE ON SHEET 28 FOR (6083-Tfi)COM. ' ® - { 12 FOR ftlME iQAM ALUM.CLOSER CN SE 28 FOR o 1/2' Cl,SFEF]28 FOR (LOCATE Ai '&PDES(T)dc Q J �'�©& -..L BACF3 E1rHFR 510E} PLATE. (LocArE t/2', / T--- O&LTA) Q) AT EITHER SIDE UIN. 1 1/2'FAIN. OF 0) I 4-USE I-CR 2'MAX. 1 y t Ij f10xt/2'S.IA:S.- I ' _--- - (AS.RFPUCABLL)x2&1/6'x0,_2• t ` ® 18.O.C. ! :. ® 16.O.C. !- - --- ALUMINUM-CLIP ANGLE - _ {5063-T6.ALLOY)AT AOOFIEIGHT 4 (1) gloxi j2's.Ms.TO®& (2)1/4'0 TAPCONS ANCHORS TO l WALL AT I.O.C. (LOCATE AT / - SEE DETAIL X FORJ TION } OR ly A7- l EITHER SIDE OF�) ! 16�R�I i . 1 OR (w SEE DETAIL X FOR J 1 OR\; , 510E coo i�rcz s �:7SIDE CONNECTION! /"1_ �8�w 10•Qw SEE UESAL X FOFTJ 4��ee�� SIDE CONNECTION10®O° �j w 8 n 1m TO TRACKS (lCw 8 10 �3"':a 10-•(�-@. mQ�'." TO TRACKS 10 S ,F�,_f 1�5, ,Ow�w�•. tOn@.,•; w1�T OJSa 7@:(2) afi 7 4-0.0- 6-7 !- 7w6.7 � � C {� 01 BtO•�r7a6O 0•l5'§w. © 07 .@,x©•C'@w ®.awns-�� wI B�wE �6wn.9n Jn,� w1® LnO •�w1nO. w9 p.�w r�9�.�w�-�.�.0 6p_�,w®,.�w�.rDw7 O•��w�i•I�w�-�w0 END CONNECTION DETAIL END CONNECTION.DETAIEND CONNECTION DETAIL 0 END CONNECTION DETAIL A) / �.- - POURED CONCOCT[ f•REOWRED ONLY FOR'SPANS GREATER THAN I2'--G- /V 2'-0• /"• / ziDOSTINC GLASS / `' cOCONCRETE 6LOCK wAL Ewsrwc aLL _l4 . ff MRL S�ARAOCxV ()1021/2 Std. M L SEPARAMON - i r TO CLASS(SFE / _� O 16,O.C. �lFSGIASS( D-ULE ON SHEETt 1!_ —i ' - ` 1�RRBAADDE(D" CONCRETE SHEET `•. T/1'rAN. 12 FOR BLADE`I)A\D _ _' oR1 .''R��,I OR ON STET 23 FOR ANCHOR® \ ON SHEET 28 FOR �. _- --` CONCRETE BLADES(1J&•� 12.0_C. BA1F5{T)&Eql rd'Y OR}.3 CR OR ANCHOR EQ } + C r 2 MIN. ! 2•MIN_ SEE LIII IAIIONS OF USE FOR . D1ADE 1A ON SHEET 28 TOR©ORI ORCg VIEW Y r f ((OR �� PLAN DETAIL OR 13- L FOLIOED CONCRETE OR �nQ�n 7Ow 8 10•�� 10 '@ X CONCRETE BLOCK WALA. ,D ,, c U �w•�-C_�w END INSTALLATION RF.gUIRER. G` ;@ b © C @-i@C• w e� � a FAV BLADE OR ll__ HV WINDOW BLADE INTO s • n .r�)wp.�w ® ''�'C L�n� CONCRETE OR CONCRETE BLOCK WALL -END CONNECTION DETAIL 50 C;. ws�•r�lw .@np'rrriEff ! EC IOR—DETAIL CD FLORIDA BUtLpING. CODE(Nl4n VelOcty Hurricane Zone P�:r•�,,.c•••••�ISF •..�� 02017 TILTECO,INC. ENCINEEBIrIa) Q 2077 EASTERN METAL SUPPLY:II1G BERTHA HVTM o.4415L-.! O-iNc. �S�SrA� Accordion Shutter SystemIL E C U.BLADE/t WJ OR W/O NV.VdNDQW BLADE,&KV:BLADE Z American Shutter Systems RLVJto BESCUMON BATE 9TNM 11Y. LC TIWT TESTING & ENGINEERING COMPANY M. 76m.S1,M&Ms.M;=Nik GAgMIS,FLCF MA 3316 . Association, .t OLD 15-078 07/26/17 GATE: 07/26/17 ph..:(305)871-)530.r-:(705)871-1571. 4268 West Roads Driva 1 DRAINING No 111 c-mmT:l000676el.com V00) Palm Beach, Fl. 33407 7 —102 If''••......... EE-Ofi06719 � 1 G 'Vslt 6 � Phone: (f3D0)432-220a .Fax: (561)2(79-63tlU 4 WALZf:A A TLLIT Jr,P.E P.E-5 SNIATtlRE/DATE ROk7M L"w /44167 5 SHEET _ 6 it OF 28 SCHEDULE #T SCHEDULE2 SCHEDUL)`#3 SCHEDULE �!4 NOTES, ♦ MARATION TOO ASS REQUIREMENTS i. IAAXIMUM SHUTTEk * 4AXIFAUM SHUTTER AXIMUM SHUTTER SPAN "L+" (1)L+! MAXIMUM ALLo11'A31E SPAN FOR MAXIMUM SHUTTER SPAN L+" OR "I " {fL) SPAN "L+" OR "L-" PM "L+ OR "L-" R "L-" (ft.) INSTALLATIONS A GMEN POSITIVE A.S.D.DESIGN (1)SEE B10Y!FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ I t FOR IVSTTA TIO alt') INSTALLATIONS W ,,Sly PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INST&LED WITHIN CETITERMAT'ES. & Of or W ONE (t•) L-:MAX,ALLOWABLE SPAN FOR A GIVEN / 1 h W ONE HV LOCKS ,x THE FIRST 30'-0-f1E7A110N OF BUILDING O / NECAth_0.S.D. DESIGN PRESSURE RATING C%® or 25 or HD� �I/ O 2 0 E 21 do 22 W/ TV OR W/ NO LOCKING MEASURED AT BOTTOM OF SHUTTER, LOCKS W N O(KING RODS 35 R V 24 0 25 R 26 LOCKS ODS CENTERM.ATES 2 IN W ONE H( HV (2)PROCEDURE TO DETERMINE MAXIMUM / R TWO LOCKING (� SPA4 FOR WALL MOUNTINGS OR (2)MINIMUM SEPARATION TO GLASS FOR SHNIFJCS Q LOCK 30 W/ TV10 LOCKING CCK 24 0 25 OR 26 W/ N ZO 35 TOP/BCTTZfM W/�N FL COR/GEEING: INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING. c • MEASURED AT BOTTOM OF SHUTTER IS 3". ! q & CONCRETE&WOO CONCRETE GIVEN A POSITIVE.A.S.D. DESIGN momt.M r CONCRETE&WOOD INSTALLATIONS 0 wSD 06GN N n`sr 4anDNs 6 _OaGcAW24y R 2D5.sfdH73€`�(SEE . 9Qi INSTALLATIONS PRESSURE RATING. DETERMINE MAXIMUM G�iESSAAIRRE PR6<URE WALL MOUNTINGS LPi.£�-V �� FLOOR/CEILING NOUNaHC SPAN'L+"FROM SCHEDULE. ax 0 FLOOR/CEILING ROM. & R/.'e+G rum¢ OR GIVEN A NEGATIVE A.S.D. DESIG PRESSURE A�[JI JMUTA SEPARATION TO GLeCC SCHEQt� MALL MOUNLLNG MOUNTING FLOOR CEUNG MOVNintGS FLCGR/CFLNG MOUNTING rL00R NAll 110UN7ING RATING.DETERMINE MAXIMUM SPAN-L-' SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS (+OR-) - (+CA-1 C.OR r1 FROM SCHEDULE. L L+ (R) 1 l-tfI} L+ tR) L'-{A1 L+ tn) _ I.-tit) L+' tH) 1.-(a) . 30 i3'-2" 16'-O" 53'-2' 16'-0' 30 12'-3- -T4'-9" 30 73'-1 lG'-0" 30 13'-2 IG-0" FINAL.MAXIMUM FLLOtlABLE SPAN IS SHUTTER INST'f�'-LATtON lV/ INSTALLATION tV/ 35 12'-8" 14'-1D' 1'<<'-8' i4'-10' _ _35_ 11'-9" t3'-8" 35 12'-7° 75'-7" 35 12•-7" i4'-IO" EQUAL TO THE LA TMUL DETERAUNED SPAN SPAN 571�.LMETRICAL OPPOSING 40� 72'-3' 13-10 12'-3" 13-10 —"40 11'-4• (52'-9' 40 12'-2' 15'-2" 40 12-3• 13'-10' BETWEEN "L+Ml0"L-". CENTERMATES CENIERI!ATES 11-11 13'-1" 'I1•-11" 73'-1' 45 It'-1' 12''0" 45 11'-9' 14•-3" 45 it'-71" 13'-1' 10S" 45 (3J PROCEDURE TO DET4JMNNE MAXIMUM OR LESS 3 3/85 4' 50 71'-7"__12-5 11'--7" 12'-5" 50 _ 10'-9" 11'-5'_ 50� 11'-6" 13'-T - 50 --11'-7' 12'-5" SPAN FOR COMBINATIONS IN BETWEEN 55L11-4- II'-10" 11'-4" 11'-10' S5 10'-6" 10'-11' S5 11'-3' 12'-I1" _ 11'-2' 11'_10" WALL Y7/FLOOR/CEILING MOU`iTINGS: 1105"TO MhX 3 7/d'cALLOWED 60 11'-4' 11'-O' 11'-4" 60 l0'-3" 10'-5ED 11'-0" 12'-4" _ 60 10'-2' 10'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN10'-0' 65 70'-9" 11'-71" 65 91-5' 10'-1" FRESSURE RATING: sUSE 2 t/2'FOR H0 LOCK p f5'A61;- 10-10` 10'-7" 10'-10' 65 70'-0" USE INDICATED VALUES TCR M CEI+ERMA S 7t 10•_6•. 10-2- 10'-6" .70 9'-8" 9'-8' 70 10"-7' 11'-5' 70' 8'-9" g-4° 047 MAX.75 70'-1" 9•-10" f0'-Y 75 9'-4" 5'-4" '75 10'-4• 17'-Y 75 _ 8,_9. Lt+ TMX:SPAN FOR WALL MOUtJ11NC INSTALLATIONS. M!NIMUTA SEPARATION TO GLA55 SCHEDULE809'-9' 9'-7' 9'-10' 80 9"-0" 9•-O"_ 80 10'-0' 10'-9` L2+-MAX.SPAN FOR FLOOR/CEIUNC SHUTTER W/OPLE LOCK rc N!0 LACKING ROB59'-6" 9'-3' 9'-6' 85 6'_g• 6-� 85 9'-9" 10'-5` MOUNTING INSTALLATIONS. V.TTH ONLY.TWO LOCKS 90 6'-3' 9'-0" 9'-3" 90 8'-6- 6'-6" 90 9'-5" 10'-1" FOR A GIVEN NEGATIVE A.S.O.DESIGN SHUTTER INSTALLATION W/ INSTALLATION LV/ 95 _ _ 9'-D" 8'-9• 6'-9' 9'-0' 95 B'-3'� 6•_D• 55 —9'-2 g•M10' PRESSURE RATING: 100 8'-9" d'-a' 6'-6" e'-9' 100 R'-t'- 8'-1" ki2 9'-0" s'-7• DETERIu E: SPAN CEME CENTER 7�ES Lt-= MAX.SPAN FOR WALL MOUNTING 105 _ 8'-4' 8°-4" TUS T-1 t" Y-1i" 8'-9 9'-<" 105" 2 3/4'•' 3:3/16- INSTALLATIONS._110 d'-4^ %'-7" 8'-Z' T-17" .,ILO .7-8" 7'-7' 8'-7" 9'-2' L2--MAX. SPAN FON.FLOOR/CEIUNG OR LESS _. 115 8'-2" T-3' 8'-0' T-T 115 T-8" T-3' e'-4" B'-11' MOUN INC INSTALLATIONS. 1105"TO M .> ALLO'e.YD 3 1/4' • 3 1/4' -120 8�-0' 6'-11' 7'-10" 7'-4'._ 120 7'^4" 6'-11" B'-2' 8'-5" ONAL MAXLVUM ALLOWABLE SPAN 5 125 T-10' 6'-B" T-8' T-0' 525 T-3" 8"-8' 8'-0' 85" EQUAL TO THE MIWMUM3ETNEEN'Lt+ USiL 2 15/16"FOR HV°T" LOCK®Y!/ 3©130 T-8' 1 6'-5' T-8" 6-9 130 T-1' —6-5T-t0" 8'-1"_ 'U+'. "L1=AND'L2= axe USE 4 1/8' FOR IIV"T"LOCK EFt Y!/ 135 7'-7" 6'-2' T-4" 6'-6" 135 6'-11' 6'-2" 135 _7'-9' T-9" USE INDICATED VALUES FOR HV CENT 64STE5. (4)GO TO ANCHOR SCHEDULE U'NH FINAL 140 7-5- 5-11" 7'-3' e.-3" 140 6-10' 5'-11' 140 7'-7' 7'-6' IMXMUM ALLOWABLE SPAN AND.NEGATING INSTAL CATION LEGEND tt5 T-3' S'-9' T-1' 6'-C' 145 6'-8" 5'-9' its _7'-5' 7'-3' A.S.D. DESIGN PRESSURE RATING TO _ _ DETERMINE 4AXiMUM ANCHOR SPACING. T-7" 7'-0" 5'-10" ISO 6'-7' 1'-7' 150 V-4" 7'--0 CONCRETE&V.0SORY WOOD 755 T-0" 5'-5' 5'-10' S-8' 155_ W-6" 5'-5' 155 7=2" 6'-9' 760 6'-11'. 5'-2' .6'-9" 5'-6' IFA fi�-5' S'-2' - 160 T-1' 6'-7" WALL A, B. C. D. G. M.N.O, P.O.R. 165 6'-iC' S'-1• 6'-8" 5'-4- 165 W-3' S'-1' 165 7--0' a-4• MOUNTING F,.K & L S&V. 170 6'-13" 4'-11" _ 6'-T --5'-2' 170 6'-2' 4'-71' 170 _ 6'-it" 6'-Y a MAXIMUM SHUTTER SPAN-L+'OR"L-"FOR INSTALLATIONS INTO.WOOD SHALL BE UNITED TO 10� Ft00R/CEILING 175 5'-7" <-g" 5;-5" 5'-0" 175 6'-1" a-9" 175 6'-9" 6-0" G. {I, I, 11 & J. T, U. 'N& X. ISO 6'-6' 4'-B" 6'-4' 4'-70" id0 6'-0° -4'-8' 180 _ 8'-B" 5'-10' PSI,A.S.D. DESIGN PRESSURE RATING MOUNTING 185 _ 6-5" 4' 6" 6'-3' 4'-9' 185 5 11' a-6' 185 6'-T 5'-6' t H.V. CORNER CENMRMATE T13 MAY BE (�.{�� 190 6'-4" t 4'-5- fi'-2' 4'-7' 190. 5-10- 4-5" ISD 6'-6" 5-6" USED.AT ALL MOUNTING INSTALLATIONS LOCKING t 1 1 f"�V BLADE 195 6'-3" 4--3- _6'-1' 4'-6' 195 .5-9- 4'-3" 1g5 8'-5"- u,i-o SPECIFICATIONS SHALL BE AS.INDICATED ON \� 200 6'-2' 4'-2' E'-0' t <'_5•- 200 5'_g' _ 4'-2• 200 6'-4" �5'-3' 7.1ANOATORY COKDTROM g2 NOTE Q5. SHEET 5. - 6'-O' 4'-3" 2Ds s'-d' a'-yiu iii 205 6'-3• s'-1' FLORIDA BUILDING CODE (Nigh Velocity Hurriccne Zone) ,111_•�t^••,,..:..., /�� 2017 TILTMO,INC.;ENGINGER�NG) ®3017 EASTERN METAL SUPPLY.INC. .a'�'L �10EP,IS� •. 9 a BERTHA HV-D., r` Accordion Shutter System ir f 4416 /ITL EC O � A,S.S■A■ OR W10 H.V.tANDOW BLADE d H.V BLADEV,ED . 3 1 - TILLIT TESTING & ENGINEERINGCOMPANY American Shutter Systems REV-R. OMERWTION DATE DRAnN EY: L.C. •� • Association. Inc. I OLD 15-EDD a7/xa/17 DATE 07/26/17 Q• W 6155 1M.34ty St-Ste.305,WRGINu GU43tIS,RORCA 3316 �(} ,."'•447 W� Phone:(305)671-1530.Foa (305)871-1537 4268 West Roods Drive 2 iV << 71DRAWING No e-ntaih t7toc0oo1com IVesL PGIm BcOGh, FL 33407 3 EB-CO00710 Phone: (800)432-2204 . Fax: (561)709-8380 4 17-102 WALTER A TILUT Jr.P.E. P. SE4I.,C$'%MA.TISR•E/OATE 7LGRIDA U.}44107 a 1SHEET 2 OF 28 i MAYIMUM ANCHORS SPADING fjn) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ANCHORS SPACING LEGEND DESIGN NEGATroE LOAD ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE_ INSTAL i AT10NS (SEE UMMNCS q B.Iti 0 MID F ON S*rET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP _. - TAPPER+ A WALL HEADER MOUNTING- (A)WALL He-AGER NOUNi1NG O1YAfl HFAOER MOU;RINC 0 WALL 581 MOUNNVG D WALL SILL AIDl1NRNG C&F WALL HEAOER/SILL SPM' W/ HT W/ W/ 4 .MOUNTING. (f1) AS.D.DEMN NEGATfVE LOAD PO AS.O.DESIGN_N DATIVE OAD D AS.O.DESIGN NEGATIVE LOAD 11s�_ AS.O.DESIGN NEGATIVELOAD nsf A.S.D.OFSIfa7 NEWTIVE LOAD sf 0.50.D<`SC N NEGATNE LOAD(P 3D 40 60 75 90 120 160 2 30 4C 60 75 9O 1120 16D 205 30 40 60 75 90 1201160 205 30 40 60 75 90 120 160 205 30 40 60 75 BO 120 160 205 30 40 60 75 90 120 180 205 3,-O 14 12 10 9 B 8 6 6 14 12 10 6 8 B 0 6 1t 12 10 9 B 8 6 6 14 12 10 a 8 6 - 14 12 10 9 B 6 6 5.5 8 8OR 14 12 10, 9 B 9 8 5 14 12 10 9 a B 8 6 It 12 10 8 B B 6 B 14 12 10 9 8' a 1 8 J 14 12 10 11. e H B 8 8 8 8 8 8 8 B 65 14 12 10 1 9 8 8 6 6 14 12 10 9 8 8 1 B 1 6 1t 12 10 9 1 8 1 a 1 66 14 12 TO 9 8 6 8 14 12 10 9 8 8 B 8 B B 8 8 0 8 0 7 14 12 t'09B8 6 4 14 12 10 B 8 a1412 10 9 B 8 6 6 14 12' 10 9 8 7' - - 14 12 10 9 8 7 55 - 8 8 0 a 8 7 53 414 12 8 B 45 14 12 10 9 8 H 6 4 14 12 10 9 8 8 6 8 14 12 10 11 8 B - 1- 14 12 10 9 a B 5 - 8 e B e `N3 a s5.5 * SEE A?7CHOR 14 12 a6 6 4 14' 12 10 9 8 8 6 6 14 12 10 9 8 a B B 14 12 10 9 8 B - 14 12 70 9. B 8 6 8 8 8 8 8 8' 7 5514 12. B, B 45 14 t2 10 9 0 8 6 ,5.5 14 12 10' e B e. 6 8 14 72 10 -e 75 - 14' 12 10 9 75 5.5 - 8 B 0- B 7S 5.5'4 3 SPECIFICATIONS 5'_ 4 12 8 5.5 - -� 11 12 70 9 8 8 43 - 14 12 f0 9 ��a 9 6 5' 14 12 10 9 8 3 - 14 12 10 9 B 7 � '8 ��0' 8' e B 7 S 4GN SHEET 14 14 12 B' B 4 - 14 12 10 9 a 8 6 3.5 14 12 10 9- a 8 6 6 14 12 10 9 B - 14 12 10 9 0 75 B B e 8 8 75 5.5 4" 14. 12 10 9 8 J - 14. I2 10 -9 9 B - - 14 12. 10 B 8 8 55 S5 14 12 10 9 4.5 - - - 14 12 ";5 6,_ 14 12 10 9 8 5.5 3 14 12 10 9 8 8 4.5 14 12 10 8 8 8 5 6 14 12 BS 7.5 4 14 12 9 `ii a- 14. 12 10 1 9 8 S - 14 12 10 9 8 6 4 - 14 12 10 9 B e 6 55 14 12 10 9 1 5 14 12 10 "9' B 4-6 - B a B B 8' 6 45 7,_ 1{ 12 10 9 8 4 - - 14 12 10 9 8 6.51 3 - 14 12 10 9 8 8 1 6 - 14 12 8 4.5 - - - - 14 12 8 8.5 55 - - - 8 8 0 85 55 4 3 1f 12 10 14 12 10 9 B l - - 14 12 10 9 B 7 4 14 12. 10 SS - - - - 14 I2 10 B iL5 - -I- 0 6 B B 6.5 5 3-5 14 12 f0 9 7,5 75 - I4 12 IO 9 e B 14 17 10 9 8 6 6 14 12 10 e - 14 72 f0 B5 7 H 8 B 8 7 5 a " 8•-O 14 12 10 9 55 3 - - 14 12 10, 9 B. 4.S - - 14 12 10 9 8 B - - 14 11 7 - - - - - 14 11 7 55 35 - - - 8 B 7 55 49 3.5 - - 14 12 10 5.5 3- - 14 '12 10 9 8 - 14 12 10 9 6 5.5 - - 14 12 B5 3 - 14 12 8.5 ).' 4 8 88 4- 3 12 70 9 S - - 14 12 10 9 9 1 4 - - 14 12 10 9 8 8 -1- 14 12 95 - - - - - 14 12 9.5 7S 4s - - - a -+. 7.5 6 a5' - ♦SEE LIMITATION$O:1::2 E FOR- - 14 12 10 8 7.5 - 14 12 10 9 8 - - - 13 95 4 - - - 1J 95 OS 5 - - - - 8 8 63 5 4 3 - - BDE8 14 12 8.5 1.4 14 12 10 B.4.5 - - I f 12 IO 9 75 - - 14 11.5 4.5 - - - 14 715 75 6 - 6 B 75 6 5 { 1< 12 10 6 14 - 14 12 10 9 7 I4 12 10 9 8 '� - 14 12 5 '•'- 14 121 6 65 - - _ - 5 0 8 65 55 4 - - 1a 12 9.5 5 - - 14 12 f0 9 55 - - - 14 12 10 9 a - - - IS 85 - - - - - - 15 IL5 55 - - - - - 0 8 5.5 45 3.5 - - - 1414 12 10 6 3 - - - 14 12 10 9 6 - 14 10.$ S - 14 103735B 874.5 3.5 - T4 12 9 45 14 12 10 9 5 - 14 12 10 9_. 8 l4 11 - - - - 14 117.5 - 8875 6 511•-0• 147 - 14 12110 - - - - - 14 12' 10 - - - - - 05 e - - - - - - 03 8 S - - - - - 8' .8 5 4. 35 - - - 14 72 a - 14 12 10 - 14 12 ']0 - 2S 95 - 2.5 9,5 0 8 8 6 5 4 314- 12 65 - - - 14 12 10 - - (- 14 12 10 - - - - 33 10 - - - - - - 14 10. 7 - - B' 8 7 55 4.5 - - R14• 0• /4 12 5-5 - - - 14 12 10 - - _ - - 14112 10 - - - - - 95 7 - - - - - 95 7"3.5 - - - - - B -7' 45 3s 3 - - - 72 3 14 12 8 - 14 12 10 - i3 8.3 - - 11.5 85 /' .8. B SS 4S 4 12 - - - 14 12 10 - - - 14 12 10 - - - - - 2.5 95 - - - 135 95 4.5 - - - - - .8 - _ - 12 - - - 14 12 - - - - - 14 12 _____ - - - 9 15 - _ - - - I- 9 _G.5 45SS 7 t0 - - 14 12 - l4 12 10.5 5.9 - - 10.$ E8 9 5 4 35 12 - - 14 12 - - 1t 12 - - 1.5 8 - 11.5 e.S - 0 S 5.3 45 12 - - - I4 12 - - - - - - 11 12 7 - - - - 14 12 - - - - - - 14 12 - - - - - - 10 4 - - - I- - - f0 75 - - - -(- - H 7.5 5 4 J - - 11.5 - - - - 14 12 - - - - - - 14 12 - - - - - - 105 4 - - - I103 a - - - - - - 9 H 5_ - - _ - _ ty _ _ _ _ _. _ _ 14 _ _ _ _ _ _ _75 _ _ _ _ _ _ _ 7�r _ _ _ _ _ _ - 7-5 5.5 7-5 7 - _ 1 HV BLADE OR HV BLADE - _ _ 1y _ _ _ _ _ _ _ jL _ _ _ _ _ _ 9 _ _ _ _ _ _ _ -y-' _ _ _ _ _ _ _ B 7 .5753 - - - W� (1�.HV WINDOW BLADE 14 - _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 10 _ _ _ _ _ _ _ IO - _ _ _ _ _ _ 0 75 5 4 - _ _- - - - - - 14 - - - - - - 14 - - - - - - 7 - - - - - - - 7 - - - - - - 7 55 3.5 - WORKING iN UNISON _ _ _ _ _ 1y _ _ _ _ _ _ _ I4 14 14 - 9.5 - - 9.5 - -- 8 7 4.5 - FLORIDA BUILDING CODE(High Velocity Hurricane Zone) Q2017 TILTECO,INC,(ENGINEETI4..G) ®2017 STERN EAKETAL SUPPLY, INC, oeoeoeoeoeoeoeBERTHA HV- T' V- N r.441167. 3 Accordion Shutter System IL EC:O �N�. A.S.S.A. 3� + .V:B(AU:#1 Y!/DR YI/0 H.V.WINOOIi'6!!DE&H.V.BIDE# A� TICCIT TESTING & ENGINEERING COMPANY American Shutter systems RLV.N4 11ESCRIPM11 DATE MAN SY.. LC. • /� \ Association Inc. 1 OLD 1s-079 07 t`7! \\ 4•aa N.w.16N.S:,S•s]O5,'N.SbN4 0aa0EN5,nf151M]316 f /76/17 DATE'. 07/26/17 :, , t •�'Y 1\\ Phone:(305)871-1530.Fal (305)871-1531 4288 West Roads Orive y 4` AA�y'••• ��((5S�,�1p1 a-mo9:e�IecoocoL�om We.i. Palm 6eoeh, FL 33407 3 DRA'A9NC No ��VfYAt•�,C4•'-•11 E13-306719 Phom (800)432-2204 . Fac {561)209-8380 17-102 M-MR A TILUT Jr.F.E. 4 aP._.S�FJ_'JSIG1auR"c/DVE nQaOA lac.d 44157 5 SHEET 6 113 OF 9R MA)aMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A_S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NECAITVE LOM AND A CORRESPONDING MDL9JTING TYPE FOR GMEFE I WALAT1ONS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS POUREDCONCRETE (A) TO EXISTING POURED CONCRETE:(Min.('e-3 Msi) UAXWM @WALL SILL MOUNTING I ©CEIUNG MOUNTING QH FLOOR MOUNTING SP(V(4.LEGEND - 1/4'0 TAPCON W7111-1 ADVANCED THRTADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT,W,BUILOEX.(Nin_f c-_3 W) SPAN - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POM SCREW,BOLT&SPECIALTY COMPANY.(MBA.I'c=3 lei) (R) ASD.DESIGN NEGATIVE LOAD Ail) ASD._DESIGN NEGATIVE LOAD sfJ AS.O.DESIGN NECATNE ID'�AO 1 4'0 30 40 60 75 90 120 160 205 30 40 80 75 90 120 180 20 40 60 175 90 12D',60 205 TAPCON WITH ADVANCED - / BLUE TPP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA fASTENERS DIRECT,LNG(Mn.}'c=2 ks0 TNRIADFORMI TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND OLSTRIBUTED BY ALL POINTS SCREG BOLT&SPECIALTY 14 f2 110 9 5 -a 6 55 14 12 10 9 8 a 6 B 4 12 10 1 9 8 8 s 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR12ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 4 12 101 9 8 B 6 a ALL POINTS SOLID-SET (Mia PC=3$.1) OR 11 12 10 9 B 8 6 6 74 12 10 9 8 8 6 8 6 12 10 9 8 5 6 5 BLUE TAP W/CAP NOTES: 74 11 10 8 8 B 8 7 14 12 to 9 8 6 6 6 Iq 1Z 19 9 8 B 6 6 TAppER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE Or TAOLON WILT ADVANCED THREADFORM TECI:NOLOGY ANCHORS/ND TAPPER+ANCHORS IS 14 12 10 9 B 7 5.5 Zb 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. _ ' " 14 12 10 9 8 8 8 55 4-0 f4 12 In 9 B a 0. 4 i4 12 to t 0 a 6 4 14 12 10 9 B_6 s,JS A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT INTO STUCCO SHALL.BE PERMITTED.'1 4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO 14 12 10 9 E B 8 45 14 12 10 9 B e 6 5. N '12 10 9 B B e 45 4�UMnA-aF 123 FOR EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. /- S4 12 10 9 7S 55 3S - 14 12 10 9 8 a 6 14 12 10 9 B 7 5.5 4 evA��5xEf7�. 5'-0" - - 14 12 10 9 8 8 6 4.5 A3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, :'t4' 12 10 9 8 7 4 - 14 12 10 9 8' 65 5.3. 14 12 10 B d5 5 J.5 3 ANCHORS SHALT.BE LONG ENOUGH TO REACH THE.MAIN STRUCTURE BEHIND SAID WALL.FINISHES ANCHORAGE SHALL BE AS INDICATED ON 14 •12 10 9 8 7.514--% i4 72 t0. 9 B e e 4 14 12 10 0 8 6 44.5 3.75 NOTES AI)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WYEHOM METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 95 75.6.5 45 - - 14 12 10 9 B 75 55 4 I4 12 10 0 8 6 4.5 3.5 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 2aA. _ - - - - - - A - - - 14 12 10 9 8 6S 5 3S 6'-0' 14 12 10 B 75 5.5 3 - 14 7 5.5 4 S 14 12 8 6.5 5S 4 3 - (8) TO EXISTING CONCRETE BLOCK;(ASTM C790) 14 12 10 9 8 6 - 14 8 65 5 .7 14 12 10 8.5 8 5 4 - - 1/40 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX. 14 12 B 65 SS 3 - - 14 a 6.5 4.S S i4 12 10 e_ 7 5 33 3 - 1/4 C x 3/4'ALL POINTS SOLID-SET ANCHORS•A5 OLSTRIBUfED BY A[L POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' - - - - - - - - - - - 4 12 111 9 75 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS WJ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 I2 10 8 6.5 4 - - 14 6 45 JS a 0.5 7 55 4.5 35 - - - 1/4'0 TAPPER+ANCHOR$AS MANUTACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT Bc SPECIALTY 14 t2 10 d5 7 4 - 14 7.5 5.5 4 - 7 75 45 - - COMPANY OR ANY OTHER APPROVED LICE1r5ED OR AUTHCRIYED VENDOR REIGISTERED V4 H THE AMERICAN SHATTER SYSTEMS ASSOCIATION.INC. 14 11 7 55 45 - - t4 75 5.5 4 - t4 7 6 45 3' 14 'IZ 10 8. 6.5 5 35 - NOTES: ' 74 f2 BS 7 55 3 - - 14 12 B 6.5 Sb 4 3 - 25 es 6 5 4 J - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 5 1 1/4'AND TAPCON WlIFI 14 12 95 7.5 a - 14 112 9.5 8 65 5 - 14 12 8 8 6.5 .4 ADVA14CED THREADF'MM TECHNOLOGY ANCHORS IS 1. 13 9.5 65 1 5 3.5 - - - 14 112 10 8 6.5 5 - - 14 12 8 6.5 5 4 - - 91 MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS$HALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 9-0' 14 11.5 7.5 B ,4 - - - 14 11 7 5.5 5 3S - - 11 ! SS a5 3S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO _ _ _ _ E70ST,AND f'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6S 45 - - 14 12 d5 7 5.5 4 14 105 7 SS 6 45 15 d5 5.5 4 - - 14 12 9 7 6 4.5 - - 14 11 7' S5 4.5 3.5 - - B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISMG WALL OR FLCOR, 10'-0' - - - 1- - - - - - - - - - 8 8 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE PA471 STRUCTURE EM- ND SATO WALL FINISHES ANCHORAGE St1NL BE AS INDICATED ON 14 TOS 7 5 3.5 - - - 13 95 6-5 .5 4 3 - - 10 7S 51 4 3 - - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIOING OR ERS WITH OR WTINOUT METAL SKIDS CONSULT THIS ENGINEER /4 11 7415.51- - - - 74 115 9 6 5 4. - - 2:5 9S 6 I S 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A OS 8 _5 - 14 12 8 65 55 4 13 10 6.51 5 4 3 - - - - _ - - - I- - - - - 14 103 7 55 4.5 33 - - (C) ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPrCU CATIONS OF THE ANCHOR'S MANUFACTURER 125 95 5 12 9 8 45 4 3 9 7 45 3.5 J 14 10 7 - - - - - 14 f05 7 55 45 - - - 15 a3 5.6 4-3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSKP FOR ANCHORS. 95 4.9 14 115 7.5 6 5 12 9 6 4.5 4 - 12'-O- _ -1-_ - - _ - - - 13 10 6S s 4 - - - EQS1E )STANCE VERSUS SPACING SCHEDULE FOR ANCHORS, 11.5 8.9 45 - - - - - 11_ 8 55 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELO..FOR E D.LESS THAN TIIC INMCATED,REDUCE 135 9.9 6 I3 9.5 6.5 5 4 0.9j 0 5 ANCIM SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE Fr-'LOWING FACTORS. 9 65 - - - - - - t4 OS 7 5S 4S - - - 11 195 5.5 4.5 3.5 - - - REDUCED SPACING 09NNED USING FACTOR SHALL NOi EE LESS THAN NMIMUM SPACING NDICA7ED FOR EACH ANCHOR tYPE. 12 a 6 4.5 4 FACTOR 13'-0'103 5 - - - - - 10 7S 5 4 3 - - - 7S 55 4 3 - - - - Ate'EDGE . AFCQN W/ADVANCED TIOIFAOFORII TEAT TAPPER + 12.5&5 - - - - - - 12 9 e 4S t - - - 95 7 5 4 - - - - 0!ANCE MIN.SPACNG ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING a 6 - - - - _ - t3 95 HS 5 - - - - 11 7S 5 t - - - - H BLADE OR E.D. 3" 4° MIN.SPACING=3 1/2' MIN.SPACING=3' 3 3/4' q' 11 eS 5,5 4.5 14'-0 10 7.5 - - - - - - 9 7 4.5 3;5 - - - 7 5 3b 3 - - _-_ - V BLADEP0.f8D(dam 1',AETE BIDTX POURED CONCRETE& POURED CONCRETE& Pg11ED CONDETE OWCR M BIO( 113 B - - - - I- - R1' 8 .1 4.5 - - - - 9 d5 4.5 - - - - - LIN.M-3 1/2' LM Fes.=Z 1 Y CONCRETE BLOCK CONCRETE BLOCK V IN / I%ED.-3 1 ILL E0.-3 MN FD°3 1/2,WL E0..2 1/1' 7_5 - - - - - - - 11 9 6 - - - - - 9S 7 4.5 - - - - - L13/4- 7 0.90 1.0 0.78 110 - 0.84 1.0 0.5 a 5 - - - - - BLADE WORKING 9 - - - - - - - 85 85 4 - - - - - d5 53: - - - I- - 10 - - - Ds a s - - as s 4 - IN UNISON ♦ _0:71 - Dsi 7 - - - - - - -111.516.5 5.5 _ _ _ _ _ 9 65 45 - - - - - 0.43 18-0 5 - - - _ - - 8 B 6 4 - I- 6 45 3 - - 0.35 - 95 - - - - - - 9.5 7 5 - - - - - e 6 4 - - - - FLORIDA BUILDING CODE(High Velocity Hurricorte Zone ``V41111I4T.. I n C�s./�= Q2a17 nl.rECo,INC.(O:O:NFEk VC) @2017 EASTERN METAL SUPPLY, INC. UC BERTHA HvTN N0'44' Accordion Shutter System�, , .�,A, HV.NtDOW BLADE&KV.B(ACfV. D 11 VI/OR 0I/0 j TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No OESCRNPOON DATE DRAYM 6Y: I.C. 6155 N.W.36A.54 Sla.J05,VIRGCW aViOCNS,fILA1M 3316 Association, Inc. I OLD 15-079 07/25/17 DATE: 07/26/17 {� .`�� •:'•'lf{S. Phono:(305)871-1530.Fa,:(355)871.1531 4258 Wast Ro0d6 Drive 2 -Ns '••. ...... �' 14 a-mon:6ltecoOao'. West Palm Beach, Fl 33407' DRAINING NO ItlE 41 Ee-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 �t fpi}1r7'�C`�1 WALTER A TOUT AI.P.E P.E ST`i,i�SIBpATl1Ft.(jDATE FEMMOA LI.S 44167 5 SHEET 6 14 OF 28 ' SiW. no e ' N o w VC U N U^q 9 0 U�m n Z Zo Q n J M I o 1... 9w m o U� IWn + m Q m LLI OE In Op,IL v�+iLLw,,xn Q VTl C na ` �w a�wN yo: � m 1" * v o rooms J m Cv41� c4 zo•a 3 m pa o I-F a¢uo `o„Ino 71..F low !7>EN o a iv Qai o`: Za� a z V U V N'RtlYiNY NNNn NYYIN/11 INn�l IN11 INI'1 II�1I teli IA1�1 I � 11 In1'1Inl1 � ItI ��'�ANNN tlnNN♦NNIN nNa Yn La -WWI n � � pp ^ 4N 1'1 AmNNNtltlNNN am 9 tlIN�NNNY tltltl nN el+;nmeel NI.I tlY�nI 1NMI INI I INI I IN111 �11 Y NOW L �N N N N TIO N N N N NfN N N n N n nizjw IN Y...Z.;A N n N Y e n N n:'.e l N l I I N I PI N I I �i1 Al fid;aO �In N NNN tlNNNNNN tl nn�ilNNnntlNN N YmN'�YnNn�nYN�m YlpnncY nnlyp l n�l F � Z„7 y^.e � . O o J � .p N m N N-4 n A�n A N NItl IN N vl N ...... 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SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATTVE LOADAND A CORRESPONDING_MOU"NG TYPE FOR CONCRETE BLOCK INSTA ATION (SEE MOUNONGS A.D.C.0 AND F ON SHEET 8) AN-CHOEM SEMNG LEGEND . CONCRETE BLOCK 0 WALL SILL MDUNi1NG 0 WALL SILL MOLINnNG G& YlA11 H-aADER S61 TAPCON.WITH ADVANCED Svc W/ vr/ OE WALL SILL MOUNTING (V MOUN-TI / KQWALL/FLOOR MOUNTING ©WALL/VIAL(OVER MOUNONG THREADFORM TECHNOLOGY (R) A.S.D.DESIGN NEGATIVELOAD paf AS.D.DESIGN NEGATE L0A0 pvf 0.50 DESIGN NECATNE LO✓� 1 ASD.DESIGN NEGATIVE LaSD 18 A.S.D._DESIGN NEGATIVE LOAD(pst ASD.DESIGN NEGATIVE LOAD p BLUE TAP 30 40 60 75 90 120 160 205 30 40 60 75 00 120 160 205 30 40 B0. 75 90 120 160 2D5 30 t0 61-i5-T-90-F12-01160 205 30 40 60 75 90 120 160 TOS 30. 40 160 75 190 112011601205 TAPPER+ 7-0° 14 12 110 1 9 1 8 7.5 - - 14 12 101 9 1 B 17.51 4 14 14 12 10 9 8 17.5 SS 14.5 8 8 6 0 a 75 5.5 4.5 14 12 10 9 8 7S 55 _ 14 12 10 9 7S 5.5 - OR 14 12 10 9 B 0 6 - 14 12 10 9 8 G 6 6 4{ 12 10 9 B B 6 3.s B B a B 8 a 75 6 14 12 f0 9 8 e 6 3 14 12 10 9 8 0 8 0 14 12 1D 9 9 6 B - 14 12 10 9 8 8 6 0 14 12 f0 9 B 8 6 7 B. B .e B 8 B 8 7 14112 10 9 8 e' 6 74 1Z 79 9 a 8 6 6 14 12 10 9 75 55 - T4 12 10 9 75 55 - 14 12 10 9 73 5.5 4 B B B H 7.5 5.5 4 14112 10 9 7.5 5.5 14 12 10 B J.5 S.5 4 4'-Q" 14 12 10 .9 8 7.5 - - 1412 10 9 8 75 -5 - 14' 12 10 8. B 7.5 55 - e 8 :8 8 B 75 55 43 14 t2 10 9 8 75 14 12 10 9 _6 7.5 G - *SEE ANCHOR 14 12 10. 9 8 a - - 14 12 10 9 8 a 6 - 14. 1T 10. 9 8 H 6 45 8 .8 8 8 .8. .B .7 S$ 14 12 10 9' 0 B. - 14: 12 10 9. B 8 6 _ 14 12 9 7.5 6 - 14 12 9 7.5 6 45 - 14 12 9 7.5 6 4-5 - - a 8 8 7.5 6 4S - - 14 12 9 75 fi - - 14 12 9 73 6 4.3 - SPECiFICATI0N5 5'-0 14 12 -101B_ 6 - 14 12 10 B 8 6 - 14 72 l0 9 8 6 4 - 8 8 8 8 B 6 45 3.5 14 12 10 9 B 6 - 14 12 10 9 B 6 - - .ON SHEET 14 14 12 10B 8 14 12 10 9 8 7.5 14 f2 10 9 8 .5 4.5 a 8 B e e 75 55 4' 74 12 10 9 B 14 12 10 4 8 7S 14 11,5 7.5 6 - - - - 14 11.5 75 8 5 - - - 14 11.5 7.5 6 5 - - - 8 8 75 6 5 - - - 14 i1.6 75 6 4 - - - 14.11.5 7.5 6 5 - 6'-0° 14 12 70 e 4 - - 14 12 10 B 7 4 - 4 12 f0 8 7 5 - - 8 a B e_ 7 5 3.5 - i4 12 iD a 45 - - 14 12 t0 B 7 t 14 12 10 B 5 - 14 12 10 9 a 4.5 - - 14 12 10 9 8 8 - T-8 8 8 8 '6 45 - 14 12 IR_9 g - 14 12 10 9 8 g.5 10 65 - - 13.5 10 6S 5 45 - 15 10 6.5 5 4.5 - - - a B 65 5 4.5 - - 35 10 65 5 3S f0 65 5 45 ]•-Q- 14 12 9 S - - - 14 12 9 7 6 - 14 72 9 7 6 3.5 - - 8 8 B 7 6 4.5 - 14 12 9 7 - - - - 14. 12 9 7 814 12 10 6 - _ - _ 14 12 10 8.5 7 - - - 14 12 1h 7 7 - - B a e e 7 5 4 - I4 12 10 6 _ - - _ ib12. f0 BS 7t$8$ 5 15 8.5 5.5 4.5 - - - - 115 85 5.5 4.3 - - - - 8 8 SS 1�4..65 13 85 5.5 - 1.5 ILS 5-5 45 - 8'-Q' 14 115 7$ - - - - 14'11,5 7.5 6 4 - - - 14 1. 6 5 - - - a I B 7.5 -U - - 14 113 7.5 6 - - 74.11.5 73 6 5 - - 14 12 95 - - - - _ 14 12 9.5 7.5 4-5 - - - 14 2 9S 75 5 - - - 8 B 8 45 - - 14 12 9.5 - - - - - 14. 12 9.5 75 4.5 - - - F- a SEE LMITATIONS OF USE FOR 0.575 - - - - - - OS 73 5 4 - - - - OS 7.5 5 4 - - - - a 75 5 - - - 05 7$ 5 - - - - - 03 75 5 4 - - - - BLADE.1A ON SHEET 28 D' " 14 TOS 4 f4 10.3 7 5.5 - 14 f0 7 B 8 -7 3S 74 105 7 14 70.5 7 5.314 12 5 - - _ - 14 12 8.S - - _ _ 8 9 e 4 - 7a iT 5 - _ _ - _ 14 12 D 6.5 - - - - 8 7 - - - - 8 7 4.5 - - 9 7 4.5__:. - B 7 45 - - - - G 7 - - - 9 7 4.5 - _ _ _ 10'-0° 2.5 9 - 2S 8 6 - - - - -I-- 9 8 - - - - e 8 6 5 4 - 125 95 3 - 2$93 8 3-5 - - - - 14 11 - - - - - - 14 11 73 - I B 6 53 6 5 - 14 It - - _ - 14 11 75 - _ - - 8.5 C _ I- - _ _ - 115 G 4 _ _ _ - I _ _ _ _ B 6 4 - - 83 t4l - _ - _ _ _ 11 - - - -.11.510:1 5-5 - - - - - - _ - - 8 B 5.5 45 33 - 1,5&5 - - - - - 15 85 3.5 - - - - - _ 3.5 10: - - 14 10 7 B B 7 55 45 - - S.5 f0 - - 74 f0 7 - _ - 7S - - - - - 75 55 - _ - - - - - - - - _ 7.5 55 - - 7.5 S.5 - - - - - JS 55 - _ - - - _ 05 73 - - - _ - O.5 75 4 - - - - - - - - - - e 75 5 4 35 - - OS 7.5 - - - - _ - iC.BS 75 5 - - - - -- 25 B-5 - 73.5 9.S 45 - e B 6 5 4 - 2.5 eS - - 733 B.5 4.5 _ _ _ _ _ _ _ 7 5 - - _ - - _9_6,5. _ _ _ _ _ _ 7 5 _ _ _ _ _ _ _ _ _ 75 5 _ _ _ _ 13'-0,9.5 5 - - - - _ - 9.5 7 - - - _ 0.5 B - - - _ - _ B _7 4.5 39 - - 9.5 _5 - - - - - - 95 7 - - - - - 15 0 - 11.9 &5 - - - - 12S BS _ 8 8 85 45 - 1.5 6 15 B5 7 55 - - - - - = 6.5 5 - 6.5 5 - - - - - - 7 5 - - - - - 14'-0° 9 65 _ _ _ _ _ 8 G$14.5 3.5 - 9 4 _ _ _ _ _ _ 9 65 = _ _ _ _ _ OS 4 - - - - - W.5 8 5 4 - - - - 0.5 4 - = 0.5 6 HV BLADE OR n HV BLADE 6 - - - - - - - 6 - - - - - _ - - - - - 6 4.5 - - - - 6 - - - - - 6.5 - - - - - - 15'-0° e - - - - - - - e - - - - - - �., s - - - - - - - B 6 4 - - - 10-= _ _ _ - - - 1U = - - _ = _ - _ _ - _ _ _ - 7.5 5 4 - - - 10 - - - - - _ _ 10 - - ,- - - - - W/ 1A HV WINDOW BLADE 16•-0"7.5 - - - - -_ 117.9 - - - - - - - 75 _ - - - - - �3 5.5 3.5 - - _ 9.5 - 1- ♦♦++1� FLORIDA BUILDING CODE(Hi h Velocity Hurricane Zone ¢ N%+ �� 2017 71LTECO,INC,(ENGINEERING) 2017 EASTERN METAL SUPPLY, INC. pct ivsg'"� BERTHA HVTL7 �0 44 1 L. E C C t.i.-_ A■S■S.A. - Accordion Shutter System .v.ELOE gT w/DR IV/o Kv.VINDOW BLADE&10.WDE; = OMAmerican Shutter Systems REVNa OESCRP710N DATE ORIWII bY: LC. TILER TESTING & ENGINEERING CPANY o �1�� 8755116. O:R St sY 309 1NamA G4 ODu.iLLTJW 39' Association, Inc. I OTD 15-079 07/26/17 DAT( 07/26/17 S'" •••,•°• V^,:'°�. 4\ Phane:(305)871-1530.Fou:(305)871-1531 42ER Weat Rands Ove 2 a-mag:6'9aeo0oa.eam WeSt Polm Oeaeh, TL 33407 3 DRAWING No a�••'�� '•11 wAVFR�AO000571 TWT Br.P.E. Fhone: (800)432-2204 .Fav: (561)209-8380 4 17-102 P.E.SEAL(IKaTOWE DATE ELaMnA Ik-9 44.167 3 SHEET 6 15A OF 28 MAXIMUM ANCHOR+ SPACING (in ) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) ZE;: 1J B --:E;; TFz;;ZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX MAXIMUM DOUGLAS FIR W/ MIN- G=0.50 W/ MIN. G=0.43 W/ MIN. G=4.36 PLYWOOD SPANWALL MOUNTINGS CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T (ft) WALL MOUNTINGS NGS WALL MOUNTINGS WALL MOUNTINGS FLOOR MOUNT NGS FLOOR MOUNTINGS FLOOR MOUNTINGS M; N, O & R M, N, 0 & R M; N. 0 & R 4V & X _ W & X W & X P & Q .NEGATIVE DESIGN LOAD(Pst kS.D.NEGATIVE DESIGN LOAD ,D:NEGATIVE DESIGN LOAD(Pd U.D.NEGATIVE DESIGN LOAD(Pa A.S.D.NEM11VE DESIGN LOAD(Pa1 kS.D.NECAIIVE DESIGN LOO(p A q n NEGATIVE DESIGN LOAD(pa 30 40 60 75 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 4D 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 705 -0"OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8' 8 6 fi 5 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 10 10 9 8 8 6 6 5.5 4' 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_p^ 12 70 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 1D 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 4.5 3.5 3, 2.5 12 10 10 9 8, 4.5 6 5S 3.5 3 2.5 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_ 4 3 2.5 2 12 10 iP 9 4-5 3 6' 5 3 2.5 2 12 10 10 7 3 - S 4 2.5 Z - - 6 5 4 4 - - 81-07 12 10 10 7.5 4.5 3 -6 -T-3 2.5 2 2 72 10 10 5.5 3 - 5:5 4 2.5 2 2 - 12 10 10 4 - - 4-5 3 .2 - - - 6 5 4 - - - _9'-0" 12 10 10 5 3.5 _ Q 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.�52 - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 -10-0^ 12 10 7.5 4 - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 - 12 10 3 - - - 3.5 2:5 - - - 8 5 - -11'-0" 12 1D 5.5 - - - 5 3.5 2 - - 12 10 4 - - - 4 3 - 12 10 - - - - 3 2-5' - - - - 6 5 - -12'-0" 12 10 4.5 - - - 4.5 3 2 - - 12 10 3 - - - 3.5 2. 12 10 - - - 3 2 - - - - 6 5 - - - - 13'-0 12 10 - - - 4 3 - - - 12 10 - - - - 3.5 2:5 - - - 12 7 - - - - 2.5 2 - - 6 4 - - 12 14 - -- 4 3 - - - 12 7 - - - - 3 2 - - - 12 5, - - - - 2:5 2 - - 6 3 - - - t4'-0". - - 15'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - .3 6 - - - - 16•-0" 12 - - - 3 - - - - - L12 1- - - - - 2.5 - - - - - 71 - - - - - 2 - - - - 6 - - - - - + COTES ON ANCHORS REQUIREMENTS: &000 SUBSTRATE5. 1.ANCHORS TO WALL,FLOOR OR SOUD V06M SOFTrt SHN1 BE AS FOLLOWS: _ - r/410 UMU THRWITHEAD ADVANCED THREPENETRATION AS IN CATED T E ANCHORS,AS SHEETS 18 BY LT.W.EXCEPTION,: t� H V BLADE 0 R H V BLADE W� SE uNUUM THREADED PENETRATION AS.INDICATED AT EACH SECTION an SHEETS 18 11 19,EXCEPTION: ORS TO HOLLriJ. HV WINDOW BLADE WORKING IN UNISON 2, AG SCS TO HOLLOW 015 DE IC PER MOUNTNC TYPE U,SHEET 19 AND StIAl1 CONSIST OF LAG SCREWS AS PER N.D.S.N.DS:2015 SPEGFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOW410: ♦SEE UMITAIONS OF USE OF -SOUTHERNPINE No,2 W'/G-0.55(N.D.Sy BLADE lA ON SHEET 28 -DOUGLAS FIR N'/Ge0.50(NDS.) -SPRUCE PINE FIR NORM LY/G=OA3(NDS-) -SPRUCE PINE.FIR SOUTH W/G=0.36(N.0...) -HN.1/2-COX PLYB'00a(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMODATIONS AND SPECIFICATIONS OF THE ANCHOR'S A1AtRUFACNRER. IIAAC�IA/�s FLORIDA BUILDING CODE High Velocity Hurricane Zone 1111,,�.. ..., Aft. 02W7 ELTECO,INC.(ENGINEERMG) ®2017 EASIERN METAL SUPPLY, INC. . `,` �i •�cENSF'•` ' BERTHA HV,,, o•$478 1 E C O��. �.S■S.A■ Accordion Shutter System ` Y.BLADE 11 H.V.YfWDOW 6UDE 8 H.Y.BLADE} i American Shutter Systems fj TIT TESTING & ENGINEERING COMPANY '�+a DE6CRIPnDN DATE. ORAr/N er: LC. Z / �, Ld nW,35th SL.SIe.305 \tRGwA rvwi:s,Fua-.m 3A,e Association, Inc. t DID 15-075 m/zs/n DATE D7/2a/17 A 'Ph-[(305)071-1530.Fo::(305)871-1531 4266 West Roads Dri- 2 --'S••flfl ll)�'r llti a-mat;ntaeaCmLcnm. West Palm Beach, FL 33407 DRAWING No 4��•�4 WALTERTT Bh 11LUI Jr.P.E. Phone: (800)437-2204 -Fax: (561)209-8380 4 17-102 P-L SEv,'a v(iURc/DATE FLCRIOA Rio#44167 ' S SHEEP 6 16 OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 1.9) L.J B :EE-3 T Fz AT• E + NOTES ON ANCHORS REOUIRFMENI$: 1VOOD 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 THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX DOUGLAS FIR W/ W/ MIN. G=0:43 W . MIN. G=0.38 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 k 19. MAXIMUM MIN. G=0.50 / EXCEPTION:SEE NOTE 2 BELO'N. SPAN (1L) B.O. 'NALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS. 2.ANCHORS TO HOLLOW CEILING SNAIL BE AS PER MDUNIING TYPE U.SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. s �ry s & v saLv - ----- - 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ASD NEGATIVE DES:fN LOAD(ps! D.NEGATNE OESICN LOAD(pst A.S.D.NEGATIVE DESIGN LOAD(pat -SOUTHERN PINE No.2 W/6=055(N.DS) 30 4- 60 75 90 OS 3D 40 60 75 90 105 30 40 60 75 90 105 DDLIGIAS FIR W/6=0.50(N.D.S.) S-O"OR LESS 12 12 12 .12 12 12 12 12 12 12 12 12 12 12 12 T2 .12 12 -SPRUCE PINE FIR NORTH W/G=0.43(N.D.SJ _ , -SPRUCE PINE FIR SOUTH Yl/G=0.36 4'=0" 12 12 12 12.. 12 12.12 12 12 12 12 12 12 12 12 12 12 12 -SIN. 1/2"CDX PLIW60D(1986 APA) 5'-0" 12 12 12 12 12 12 12 12 12 -12 12 12 12 12 12 12 11:5 10 4.ANCHORS SHALL BE INSTALLED FOLL96ING ALL OF THE RECOUMENDATIONS AND SPECIFICATIONS OF THE 6'-0'. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 .8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12,11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 111.9 8 12 1219.5 7.5 6.5 6 10'-0" 12 112 12 12 1.5 9.5 12 12 12 10 8 7 12 .12 8:5 7 6 5:5 12 12 12 12 10 8.5 12 12 1.5 9. 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1.5 9.5 8 12 12 0.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5.12 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 B 6.5 5.5 3.5�1.5 8.5 6 4.5 4 3 16'-0' 12 12 10. 8.5 6.5 4 1.5 12 8 6 4.5MW V BLADE ONLY FLORIDA BUILDING CODE(high Velocity Hurricane Zonc) . \TV��r�. ��l�j�"•. 19)2017 IILTECO.INC.(LNGINEERING) + + (P2017 EASTERN METAL SUPPLY,INC. \\a ••ucEivs�, ��; A �7 �7 A BERTHA HVTM ? IL ECO 1N0. ■ Accordion Shutter System * i A 81AD 1 W1 OR)V/0 oV VAYDOW BIAAE do RV.WOE V. E TIWT TESTING-& ENGINEERING COMPANY merican Shutter Systems REV.Ne DESCRIPTIox DATE DRANN EY: LC. 055,MW,Mm.S..sl..]C3.MR04A GWEVIS,FLORDA 331 Association, Inc. I OLD IS-o7e 07/26/17 DATE: D7/za/L7 Z :• \ 4268 Wes:Roads De.- Phone (J06) 'I1530.£m:(305)x71-1531 2 ��1\\ <-mux:tYtecaaaotcom West Patm Bench, FL 334D7 3 DRAWING NO V .Cr\ .`1_ Ee-Doo671D Phone: (800)432-2204 . Fa.: (561)209-8360 4 17-162 WELTER A TILLIT:r.RE '• IURE%oA1E FLORIDA Ue.B 44167 5 SHEET -6 - .17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ISA HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS. INTO WOOD WITH HV BLADE n ONLY SHALL BE U ITED O 05 0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 28 FOR MAX SPAN & r7/4'0 TAPCOIJ 1R7T7 ADVANCED A.S.D. DESIGN PRESSURE RATING -FOR INSTALLATION WITH BLADE & 1 WORKING IN UNISON ' TIJREADFORM TECHNOLOGY `/, j•� •- I —1/4"a TAPCCN WITH ADVANCED W/ 1 1/2'MITI.PENETRATION 'J r THRFADFORM TECHNOLOGY OF THREADED AREA TO i 1:+c�' f - TH 1 1/2"kin.PENETRATION ( 1 Ex13TWO WOOD HEADER. i- 1 I: 1 OR - i or THKADED AREA TO MN sTPAunoN ,,t :•!•, (SEE SCHEDULE ON SHEET 16) I I EXISTING wODD HEADER. I TO CLASS(S I I 1• L I't 1 (SEE SCHEDULE ON SHEER 16) 1 • �` i• to h_-,7y2 aR yp�DE(>�,�D I 1 T °R� I i• I•Nin. 1J4-0•-20x3/4"S.S.L1AC19Nf SCREhS �CXISRNG 1 ON SFEET 28 TOR I� OR 18 -EQ EO�- %v/ 1/4"-20 NUTS @ 12'O.C. GLASS--1 HAT�C� t os 1� � siN� � is } = 'i-YtKL �v�i a I Nva2iIRONAL L FINISH I I "` �; � i•'aALL .I f �'�� % i' � 1 OR 174; I. EXISTWG MIN. I I 1 ':-_i-.-.:r FINISH I! L 2x4'W000 I 1 OR ®� o- - EXISTING MIN. �' 11EADER REQUIRED 1 i t 2'x4'WOOD I y i{ I 1/4-0 TAPCON WTFH ADVANCED EXISTING 17 M1J.SfPARAnO`1 I I HE REQUIRED LOGY 1 j f ��y 1�1 %11/2'MI... FFORM ENE'RATION G1A55--�( TD(LASS(cg I' MIN.SEPARATION :I f 2':4'CONI.SRl - 1 , Of THREADED AREA L tc2HEDU BLADE E� I I EXISTING TO CUSS PLATE REQD- i 7. _ `yND EE SCtiEOULE I 1, ,T f it y MIOYIIDT4 OF WOOD PLATE. q I il', (SEE SCHEDULE ON SHEET 16) GLASS--yi OLE SHEET 12) ,_,_.{- t.I•,. @HV„ WALL HEAD R INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION - TAR:.SLPARATION EXISTING } MM.�EPc OAS% fJ I 1 TO GLASS GLASS—( MIN, SEPARATIONGLASS IS ON I 1 1 EXISTING (SEE SCHEDLLE I T EXISTING (ONE HBO 2) 1 �' 2'x4"CO.Si. (SEE SCHEDULE ''I CLASS ON SHEET 12) wooD PUTE off sHEEr fz) 1 1 S 1/4"0-20.3/4'S.S. '< REO'D. I 3 1 1/4.0-20.3/a SS : 1 _ MIC SCREws W/ < MACHINE SCREWS I I I I USING 1/4'-26 NUTS I WALL "-ZO NUTS O I �I I c 12'O.C. 1/ 12'O.C. I ..{ FINISH 4 I•I II-7 .21 R1B 2'xt'COOR 1$ 1 '.{11 ✓ I� IOR�jS CONT.- ED EQ' WOOD PLATO y FtEO'D. t 1- y 1/4"0 TAPCON WITH ADVANCED I �1/4'0 TAPCON WITH ADVANCED I 1/4"0 TAPCCN YRi ADJANCED I rTHRFADFORM TECHNOLOGY I I II THRFAOFORM TECHNOLOGY I`'i`'I I, f THREADFORM TECHNOLOGY' f 11, W/ 1/2"MPn.PENETRAl101J OF t.�4 ' t �• 2x4'IX7NT. W/ 1 1/2'Min.PENETRATION f t , THRGDED AREA 11410 PLriY000. I } W/ 1/2"Mi..PENETRATION OF' 1_y-EE SHEET 4 FOR TYPICAL SILL PLATO Cr THREADED AREA Q } I THREADED AREA INTO FUAVO0D. SHUTTER ASSEIABLY. (SEE SCHEDULE N SIICET 16) t M 1_I.� I1RE0'D. VN.L AIDY7IDT1 Of 1Y000 PLATE. 7 (SEE SCFEDUlE ON SHEET 16) 2-MOUNTING SCCTTONS CAN ISE �.;;� FINISH SEE SCHEDULE ON SH1 16 ` 1111 ,I EXISTING MRI.2'x4'STUDS/ COMBINED IN ANY WAY TO .�' ( ) a 16"O.c.MAX. REQ'D.-- SNT ANY iNsTALLATiaN. „ � . ,u ... II •� 1/2'MIN.COX PLYWOOD REQ'D. FL TO BE ATTACHED TO 1/2"VIN,COX- WALL.RMS11 LEXISTING MIN.2"x4'STUDS®16'O.C. tAAX.REO'D, STUDS I%ACCORDANCE V91H FLAVOOD RED D. ®HV WALL SILL INSTALLATION PLY1Y000 Tp BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEs UMITATIONS CP U�,OF WITH SECTION 2322 OF THE F.B.C. V WALL SILL INSTALLATION 1 AOE 1A ON SHELL ©HV WALL SILL INSTALLATION 14AI" FLORIDA BUILDING CODE (High Velocity Hurricone Zone ' 1a1 •• ��Z 2017 TILTECO,INC.(ENGINEERING) ®2077 EASTER XN METAL SUPPLY; INC. ceNSF'•..� BERTHA HVTM No.44167 1 L E C AI.S■S■A. Accordion Shutter System *• - 1 BLADE It W'/OR W/O H.V.WINDOW BLADE$.H.V.BLADE J American Shutter Systems REv.No DESCRIPTIOH DATE DRAY,N HIS LC. nLLfT TESTING L ENGINEERING COMPANY '• \\ 6755 N.W.ODV,.SL Ste.305,MEGROA GARDENS,FLOR04 331 Association, Inc. 7 OLD 15-079 07/20/17 OATS D7/2c/17 •• 1\ Phare:(]05 877-1530.Fcx:(305)871-1531 4268 Viest Roods Drive 2 e DRAI'ANG No \�171 -mail,IitmoQaa.00rt! Wast POIm ©cOch,FL 33407 3 y sJnti�x �1 ,T1 1r E ALTERAO�O671LLY,1,P.E. Phone: (800)432=2204 . Fox! (561)209-8380 4 17-102 O'�� TLORIOA Lie. 44167 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HVA' 9 HV® BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE q)ONLY SHALL BE LIMITED TO 105.0 12st. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR AX SPAN & WALL FINISH r. r A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADEQj & dA WORKING IN UNISON FA—CED• CTOHHREAOFOPMMTECHNOLOGY 1V/ t 1 27 tfn. ��BEAM EXISTING-- --- ?�--- ----_ EDGE(IF APPLICABLE) EOE EQ 2'-IillN.--7 fENETRAION OF THREADED V REQenREO, i AREA TO EXISTING WOOD STRUCTURAL ADEQUACY {' HF��'• IJ4"9-20x3/1'S.S. OF EXISTING WOOD BEAM — i,I,'•, % (SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY _—_ - EXISTfNC A= PHILLIPS SCREWS REGISTERED ENGINEER OR EO TRUSSES OR 19 D EQ— vr/f/4"-2o NUTS ARCHITECT PRIOR TO 1/2" _ 1/2' RAFTER®24' 0 12"O.C. SHUTTER INSTALAION. �---' - -- - O.C.REQUIRED 1 1/4•a TAPCO14 nim . 1 ON 1 ADVA14CED TTOtEAOFORG _ -__ —_ EXISiMG'SQFFIT ✓ ry '"{ TECHNOLOGY'W/ 1 1/2'W- I� f .% 1', ` .250' PENETRATION.OF THREADED ~ T 3/4"Ga,.THK: Max. ANSA TO EXISTING WOOD B 0 EO 814x3/4• O`.EO 1"x4"xl/B•CONT.ALUM.ME fj I I OPTIONAL I (SEE SCHEDULE ON SHEET 16) S:M.S. I (5063-T6 A1OY)W/ e s o.c- L _-L_ 11 or 13 or IS (EACH/16'0 LAC TRRuss.TO ' I f 1 or• 13 or 15 I I LOCATE LAG SCREWS AT c�•�" I LIMADIN OF EXISTNG WOOD 1 EXISTING GIN 2x4" 1 MEMBER,(2'16n.NOUNk WIDTH) EXISTING—E' HEADER REQ'D GIN.SEPARATION '' OPEN HOLE AT EACY. GLA55 IL TO GI-ASS '� I STUD i0 ACG'P7 WJ 2"M'n.PENEIRXnON OF 1 - (SEE SCHEDULE:ON SHEET 12) 1 Exiswm I 5/16'0 LAG SCREW {`},jkl t I X THREAGEO AREA VA'_f0 EOR. GLASS I AT CENTER OF TUBE. O! < MAXINST•AS.D.DESIGN LLATIONS WITH 7LOAD AVD MIL SPAROXN I I II{�pJj( 9'-0'MAX-SPAN.THIS ,1 saroXxXE z I { W TORWgSSA N LUSTALlATI01d IS ONLY VALID 05 HV WALL HEADER INSTALLATION I12�rAAX AD :1 EDsnr4G ��a mue a,•rzr I I FOR WOOD W/MIN. SPECIFIC NOTES: ON SICET 28 au anLa_& l an*n Is 1 OR ®� FIR oa SOUTHERN PINE As Naz. OR EQUAL. 1 OR® 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, t 2-MOUNTING IN ANY WAY SECTIONS CAN AG1P7NY e s su1,n"ar;. �T HV CEILING INSTALLATION 1 6,11 HV CEILING INSTALLATION i U MIN.SEPARATION v� I OR ®� IMIN,SOMMMU To CLASS LA SON I7� TO GLASS EXISTING I tavTy�aT� I- (SCE SCHEDULE EXISTING I' r `(SEE SCHEDULE ON SHEET 12) '1{IDYI 1 1 GIASS\ I gA•�t(�i DN SHEET 12) CLA55--i (�11J I R ANCHOO1 1 I �g� III I I _ i I -7DSrtNG {� •. 'HALL - I LOCATION J/e-MIH. 'LASS' - I I I�I 2"x6"MIN'. WOOD 1 4• #10.3/4-HEX M 19 I.1cx. ©' 7 I 3/8'lura ._. WASHER HEAD TEK f �(NO KFINISH ALLOWED) 2°x6'MIN.'1A SCREWS 12'... DECK REQIARED(NO �-�---^�=- --.—EDGE OF DECK OR® FINISH AU.ONED) - - r- -----.-- .__-- _ _ 1/2'- ~- IF APPLICABLE EO- EO---1/4"0-20x3/4•S.S. EDGE OF DECK - - -- _1/4"o F.H.TAPCOII WITH 7APCON WITH 1' PHILLIPS TRUSS HEAD IF APPLK:A9� -- -pT" - �- — - ACVANCED THREADFORld ADVANCLD 711READFORM AT,n.- MACHINE SCREWS - V. r - t TECHNOLOGY Yf/ T 1/2"Lein. w/ 1/4"-20 NUTS --- 2`GI:1.-�_'�� `�2 MN•--- OF - r TECHNOLOGY YIJ 1 1/2'Min. 1 l "' DECK Ir 1' PENETRATION OF THREADED PE4ETRA Wr OF TMRFADED @ 12"O.C. APPDC.SBLE 2"G.N. AREA®MICWiDTH OF WOOD AREA 6 LO1:.Y.DTH OF YlCdID 1/4•0 TAPCON t'All APlANCED iH3EA0FORM TECHNOLOGY .n ._1i pLA�. 1EE0'O. 1 i PLATE' W/1 1/2"fSl,.PENETRATION OF THREADED AREA RITCWOOD (SEE SCHEDULE ON SHEET 16)- (SEE SCHEDULE ON SHEET 17) DECK.(SEE SCHEDULE ON SHEET T6). •SEE UMtrnnaVS Or USE c etADE 1g oN SITE-ET 2e X HV WALK—OVER INSTALLATION HV WALL S111 INSTALLATION f,,r�"""""' W HV FLOOR INSTALLATION _ FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1itt Q2DTA nuECD,INC.(ENUTNFE1nNc) 02017 EASTERN METAL SUPPLY, INC.g,�V •C�N��•✓�� ' BERTHA HVT4 : No.4416T A.S■S®A■ Accordion Shutter System :. _• I L ECO. N C. V.BLADE 11 W/'OR Ej!)H.V.WWOOiS'BLADE k N.V.BLADE fi ' � s TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems RE1.Na DESCRIPTION DATE VVWN Re Le. MM. ss ",J61h.-St.see VI 305, BORS,A MI3.1 ENS,FLORDA 18 Association, Inc. I OLD 15-079 -07/26/11 DATE 07/26/17 �w '1; x'1 p•��11T Ph na:(305)871-1530.Fax:(375)671-1531 4268'Nest Ronds Drive 2 ••" �' �' o-moi:rnacosam,colr. West Palm Beach, FL 33407 3 DRAWING No ES-0000719 Ph --SS/pHA` a one: (BDO)432-2204. Fox: (561)209-8360 17-102 A I -• WALTER LUT:r.P.E 4 P.E.ik/S(GNAi,1 i/DATE FLORIDA ue.B 44167 s SHEET _ 6 9 OF 28 END INSTALLATIONS LI) HV & ILA, HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2"W MIM WOOD STMUDS, (AS APPUCABLE) I TAPCO14 WrTH v CEO THREAVORM _21.41 P1.4.v1:301) 2•.••MIN. f TrCI`IwOLCGY nW EVkDEX STUDS REDID. WoOU STUDS. STUDS REO'D. (AS APPLICARLE) D.C. 2.4,MIN, a A3401ORS a 6 *AM- / 'V/, 1/2''M.THREADED Fwvj I v FENEVIATUXI -1111L EM)OSTING CIASS FfNETR4nCN TO 1/2 PI.Y*010 11 111 STUDS DIST, -=EXISMGCLj. ASS /--E)UMUC MASS EXISTUIr CLASS If 1/2*wL Cox wi PLYWOOD.. To GASS(SEE —v.,YIN.COX —Sbww4 LIN.56YAkTON SERAMON 93fDUr ON SIE17 PLY%ium. 10 CLASS(SEE ro CLAM 1/27 Cox TO aASS M 12 TOR OIAX Q)M43 I/le-.r MAY- A MIN. WALL 501EELLE ON Er7 SDIMULE M ON SHEET nNIsHOr I)ANO OLW 2"1 EL" -t& *MIN.COX 12 TOR Ew 12 FOR ELACE(11 12 FOR BAX(DAND W3 -1/2 pAID ALUM.CL= m - 09!RM28- 1-'-w, am 23 TON WALL &A�Esoj& ftADES M& L- AT fJONEFi 510E vw -7, �".)IV S US j1o:"/2-5.115. U 016 O.C. N 34IV,slua ,a= ) i TD—.V� (U—Ur 1 OR @* SIDE CGNNCCr4N OR SEE OFTAIL X FOR Yt OR ♦ 70 TRACKS SEE DETAIL ro' SIDE CONNECTION SIDE CONNAC. .19- E "I J .70 TTRACIC; To TWITS ,a- a-a (D- 0.3-0 @)-07 -@-06•07-0- 0-0-Q-�-9-@- @0MD-8- 0) 0-a--0,-CS) END CONNECTION DETAIL(7) END—CONNECTION -DETAIL(9) END CONN CTION DETAIL -END CONNECTION DETAIL EXISTING 1/,V.TA-CON WITH Q41AKCN A REDITFUM GREATER TKAN 12'-0* �WiFACED AbVANCED THRIiADFORM CEO W-Y FOR SP I A.NS - - TECHROLOGY rfi SULDEX XCHNOLOZITIN/1 1/2"V-4 MCHORS W/1 1/2-UXt2W".WOOD ANOXITSWL SERAMIN SPJCS FzEQ'D-k PENEIRAMI; THREADED FIEREMEO INTO STUDS a 12,D.C. Mao STUDS a 12'O.C.' floyi-SYS. MIN.SEFARAJION • SEE ILDFATIONS OF USE: OF m RAs016 a..--,, To �-A 1/2'MI. OLADE QA ON SHEET 20 r-1 'GO kl,13 C4 12�;MMAD::O 12 FOR (DANO TDTi al 28 fail T. 1/2- t y 77" OR OZ —4 g 01 �R(al U N\ ..R 4 -R,—081.16.11 za_CS-T-07-(A)- -0- Z. SH 2-'.4' OD MIN.WD WALL � 7(� 11 '@-C7 VIEW / -/ STUDS REWD. I'DIT91 0 @-,f I PLAN 06.�D70 0 DETAIL X ENO CONNECTION DETAIL I 3 ENR ION DETAIL 62- FLORIDA BUILDING CODE (HighVelocity, Hurricane Zone) tl P' 02017 TiLTECO,INC,(ENGINEERING) @2017 EASiZRN METAL SUPPLY,114C. BERTHA HVIM f N0.44.167 A.S.S.A , Accordion Shutter System 4.V.BLADE It W/OR W/O H.V.WINDOW MADE&H.V.WDE fi TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. CESCMI'TiON DATE DRMV.4 at, L.C. VSS R.W.39d,St,Sm.305,VUr-NA WoViS.nWjoA 331AssoclatIon, Inc. I CUD 15-0772 07AS117 TIME. ,07/26/17 Ph— (305)871-1530.F-;(305)071-1531 4268 West Road. De." 2 - .-M.1: West Palm Beach, FL 33407 DRAWING ED-0006719 17-102 T Phan.: (800)432-2204 Fax: (561)209-83EO WALTER A. RLW Jr.P.C. P.. PNATUR�aql: rLDR=L&--#44167 Of F28. 1 T Ell No SHEET 1 , * NOTES ON HD LOCKS AND CENTERMATES,. 1. MAND TA ORY CONDITION W 1. ONE3 H.D. LOCK SHALL BE USED FOR m � w wre 34"Laa�roN - � ANY SPAN AND INSTALLATION AT HEA9'DUTY SYMMETRICAL CENTERMATES, rlv6-baa - ""a-H0° `3� OR � AND,AT ANY ELEVATION. g4)H.D. LOCK MAY BE 'USED AS 1w-11VA I A INSID�OR-OUTSIDE LOCK, ATTACHED 7t) HEAVY DUTY SYMMETRICAL -o CENTER�MATES WITH (3) #f8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING e RODS C7 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION d 2b LOCATION OF3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". y xve� - ! fi a 3 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" itOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER ¢ »„ THAN 1057, f34 H.D. LOCK SHALL BE INSTALLED'AT MID HEIGHT OF SHUTTER. } um uzrf34 iy a 2 150 En it y 0 NVEV RD - E I Z l f SEE END a I CONNECTION °Drr �a DETAILS OAS--' SHEET 24 TYP, FULL . HEIGHT. _�46 on CJ +C7)- O�' TYPICAL(2) HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE(High Velocky Hurricane Zone) ,1 `2017 710ECa.PID,(CNGtNLEBIN0 @ 2017 EASTERN MCTAL SUPPLY, IVIC. N. BERTHA HVTM No,641 /� A Accordion Shutter System E G V I N C. ,V.GLADE ! /0 V.W/OR W WIV NDOW SIADE&H affiE .. ... .:. : ^Jf' ..... :. American Shutter Systems REV.Na ocacmanaN . DATE DRAON 6r. LC TILUT TESTING & ENGINEERING COMPANY Association, Inc. I me 16-079 07/26/17 11MTE: 07/25/17 G35s Im 3r�J 51.W.305,MRGHIt GAWARS,!LOFT,331E - t 4268 West Roads Drive s 4 •. o +�� rqm e:(sOs)an-Isco.N.:(3G°)971 1631 DRAYlING No Wesl PaM Beach, FL 33407 y. S-f 10�s t •Sti�1;�' EG- 007191 Phone: (800)432-2204 -Fox: (581)209-8.380 t /—ILL —••--,�rTnn—% --/- lYALTER A,TILUT 44.67 S SIjEET. P.E.S�{fSiGUAPURE'/DALE FLOW04 Uc.Q 14167 6 2t OF 28 i POURED CONCRETE ANCHORS CRONCR T SE SCHEDULE ON 1/46-20x3/4'SS. SHEET 26} MACMNE SCREWS USING CONCRETE ANCHORS J- {. 1/4--20 NUTS 8 6"O.C. PO' (SEE SCHFOULi ON SHEET 26) RE7E REOU3Rm EDGE 0F i N�x'T0`FPR J • Y:1. I r / !' r f / r SLAB IF InN.SC7AfNMH 1 Q ? ISLE 9CIFDLAE+aE ..• ✓ / -..EO EA Jf i•' E D. r,.- APPLICABLE TO=AS. 2 S.M 25) a {-(SEE SCHEDULE O`t $1W 251 (0(ISTINC_�� ••~,,, 1 GLASS ..@ - 'fo EXISTj CIASS - 11 EDGE OF ' E)M%nNG�_i - "-T ///Jr' i f /. AS'LA £ .sr,/ ' 1 1/ J MGE of : CLASS / J l ,r/ / /� SLAB F. r i ! r Ai LUCtSLE ux SEPARATION 1 � i A. / f `�'`f 'r `,J �•//! . NW.SEPAPATION of ' TO CLASS 1 / ''y/ 70 CLAS . �ISEE SCHLDULE:Oft 1 �(sFE�ZIE:ON ,p POURED C 3' O '- CONCRETE !tE[ 25 1 1 POURED FLAT HEAD CONCRETE ANCHORS REQUIRED FLAT HEAD CONCRETE ANCItORS C1ti5nNG-�, CCNCRETE SEE SCHEDULE 011 SHEET 2fi CLASS 1 REOUIRED ( ) (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION HD CEILING INSTALLATION HD TRENCH INSTALLATION HD WALK—OVER INSTALLATION { $PAID dV SEPARAM EASITNOG(ASS� wN.S Gt WO, 1 W-02 4. Too CLAS E DH T • . v'1-TO GldifiAON wmcw.:'Mt SRGI'25) i 3 �I EETsrrEM25 EXIM40—i ) GLASS j i7GLAISS. 1 y G i i i i GLA`u5 i ALTERNATE OPTIONAL' %ti i i 9 i 1 1 74x3/4"Hr7( ' 'on r 1 #14x3/4-HEX WASHER _ gPTIOAPLr i0" i i i i HASHER HEAD----. LOGTCON s I i i HEAD 7IX$CREWS 65 TEK SCNE'tYH "�- ro 6'O.C. ❑ '�f 'l j 1 1 ' 15 0 6"O.C. CONCRETE ANCHORS {SEE SCHEDULE ON Ir sz Ll V-T r (SET 26 #14x3/4' ha HEA4_.!, (r j� TEK SCREWS 0 3.O.G. r j__ EO 18 OR 1/4-d--20j S.S.TAS. 1 CONCRETE ANCHORS EDGL of r�r / / •�" 1 1" v/NUT 3-q.G- SU3 ff 1 i, r 1/2 �= --J. EDGE OF 1 C E SCHEDULE ON APPLICAB.f j_ i _ I'/ ' c0' F0 ,I sew Pu E LE 1/4'0-20x-1/4'S.S. PHJUjPS TRUSS HEAD - r L(ACHINE SCR£h5CONCRETE I ,C,QNCRETE ANCHORS �r / I / ?rr/ 1/ � EDGE OF j E 0.. .—�' E O.r POURED CONCRETE .ISLE SCHEOUIJ=ON USING 1/4'-20 :1 RECUIRED N 6 1 13TS C .O.C. r t 778' 1 7/5 r _ / ,r.J SLAB IF WALL REEO'D. SHEET 26} 'f /f`,l/. frfr, /- /r/Et 0 n.:r i APPLICABLE . HO FLOOR INSTALLATION POURED HD WALL SILL INSTALLATION CONCRETE REOUIRED� Sj�{T�F4R_'n" .=n"OF sE-Oo F�F HDRAINGUARD INSTALLA7IOW INSTALLATION DETAILS W/ (2) NV BLADE. T-SEE SHEET 21 FOR.TYPICAL STUTTER SCALE. 3/8"= ASSEMBLY E.D._.EDGE DISTANCE 2- MOUNTING SECTIONS CAN RE COUBINED s.(SEE SPECIFICATIONS ON SHEET 26) FUlFIRAiai�>� FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone) IN IAM WAY TO SUIT AN ? Y INSTALLATION. LIF TII �,. ••.•••" �! 02017 TILTECO.INC,(ENGINECRXG) 62017 EASTERN METAL SUPPLY, INC. BERTHA HVTm 67 Accordion Shutter SystemA■ A.S.S.A. is 441 E Y. BLADE 1 W Oft W 0 KV.41U1p &BLADE do B.V.SM ST t it / TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems. REV.Nu DISCR1Pn0R' DATE 0RAr7N Un LC.. f)'.•' /aAssociation, Inc. 1 CLD 75-079 D7/28/17 WE 07(2x/17 ty l 8355 N.W.36:h.SL,S{x.SDS.V'Rwak owms'FLORIDA 3318 ¢�`• V 1f PAona:(305)871-1530.rox:(JOi)87T-1SJ1 42EB Nest Roods Drive 2 DRAINING No .•..•• ,11 e-meg:6TtroRlEal.o6m W"t Palm Scach, FL 33407 3 E4-CMx714 -�+�fPhone; (800)432-2204 fmc{561}209-8380 4 - 17"�IO2 "AVER A.nun J' P.E. 5 SHEET P.E.SE:L`fSIGN,4(il.RE/DATE FLORIDA Llc.,q 44167 6 22 OF 28 SEE END wALL GONNEGiTOty DETAILS ON SHEET 24 INSTALLATION INP-EpSTING GLASS FEEQHV BLADE OUT 90',.iNOTES ON LOCKING RODS 3 6c HO 3 C3 LOCKS OIJ SHEEP 21 o°�o°Ro�,aoR SEE END WALL ON DErAI(,Sy SHEET 24 f ———_ E4STINC GLASS L— ------LION ------ ____ - ----- -___- --- -- --, 35 {6963-T6 ALLOY)IJ.111d. _ ANGLE W/ 2) 7/4b MIN, (4) H.V. t«'TiO';AL} L�gt'S (OPTIONAL) TAPCCN AVCHOF29 TO i� 014 x 3/4'S.M.S,.0 12' ,TO CSS(TCPt�vn _ �-' f (4 TSG Tu9ElAl EACH I I O.C. ONESHEE! 5)SC PISNS. ++..} (N 3 (4)i,4.1/z.sM.s. _ (4) H.V. ANGLE(srn) 5 ass' 6 1/2- PINS (TYP.) a 5 a L I 1/cam 1- 1,2. 2- S 31 oR 31 OR 2 31 OR 32 2 31 OR 32 * i 33 35 HVA—HDA 35* H 8— B (OPno�+ HVC-HDC (OPTIONAL;— � OUT SYMMETRICAL HO CENTERMATES �.OR a EICISICNO GLASS l f4R+'I $ .. 7 p� � — S�Ytf.MET'12iCAL HO CENTERMATES WJ 4 t-OCK. (INTERIC}R) W/ 6:0 LOCK (EXTERIOR) °R O C) O "4= 1 MHL SEPhf2AttIXi t4 GLASSf N 5 J/ 1ti� f, /�^' .7 $ pN + 7 OR /. (SEE SCHEDULE ON SHEET 25) ANCHORS 0 3 El VARIES OUT HVE—HDE 1 i 6 1/2•MAX SLACK _ . ..POURED CONCRETE OR CONCRETE BLOCK WALL HY —HD 11ptnN�'iiw� REQUIRED FLORIDA BUILDING CODE(Nlgh Ve)OcRY Hurricene Zone Q201/":TECO.Vic.(LNGWEERD.w) Q2017 EASTERN METAL.SUPPLY,INC. s►: CEP�sF ..�'; BERTHA HVT14 .. A `; Accordion Shutter System No. 441,67 Y *; �Mc. ■ • ■ ■ � fa w/OR W/O xv.wamaw s�v)E aL xy.MAX ` TILLIT TES' American Shutter Systerris LeEL%HR E oesewr+noN oAi[ ORAxTi Gr:' Le. ENGINEERING COMPANY :'CC Association, Inc.Ilioi OLD 16-079 D7f18(�7 DATE: OX/2667 a • <{t t� e355 N.°,36!4,SL,Sia.-GS.'AWNLA GweS,FLMOA331 ( 14 Pham:(305)071-1530 Fox:(705)971-153t 4288 West Roads Drive z DRAWING Np •.. \�411 s-mmT+16LecsOsoLesm West Polm 8eoch, Fi,33497 3 n ED-0009716 Phone: (80D)432-2204 .Fcac (581)209-8380 4 T—i VZ •' � �, WALTER A.TILL"J•.P.E. 5 SHF . P.E.SEAIJSlGNgiUREjDATE FLORIDA Lit,#44167 6 23 OF 28 1 r-POURED CONCRETE POURED CONCRETE r0URE0 CONCRETE POURED CONCRETE OR - '� OR CONGRELE _i"'� _ OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL t.... BLOCK Ni51 REOUIRED :.,i_ BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED I i / EXISTING CLASS E?0.ST1NG GkASS i i 2'MIN..' EXISTING GLASS �. CONCRETE ANCHOR�-, �-E)0SUNG GLASS ` � �-- , /` �` i _ _ %L� ..> 0 16".O.C. _ -1j Jy, �r 2'MAV. MIa�ARATION jI1 fMIN.SEPARATION t. NN.SEPARATION / `O GLASS ! % 1+' / 10 GLASS EO IAN. SEPARATION 1/r6"x1"MAX.—,,;� i0 GLASS f ', (SEE SCt1EDULE :IIs (SEE SCHEDULE T4 GLASS (6063-T6)CGNT. (SEE SCIIEOULE _ ON SHEET 25) 1/2,' 1 ON SHEET 25} - (SEE SCHEDULE ALUM.CLOSER ON SHEET 25) - I (LOCATE AT --_ ON SHEET 25) PLATE(I GCATE 1/2" ` EITHER SIDE AT EITHER SDE MIN t OF(D) ,f__„ OF 4) I J I i 2"MIN. I l FUSE 2"OR 2"MAX. I l I Br4x1/z's.M. i :- � - -----,-�'� (as AaPLK:A61�xz'xr/a•xO'-z' ' -�' / ALUMINUM CU. ANGLE #14x1/2'S.M.. :_.._-_. - —> D 16"O.C. It �...�_...� r J ... d t9 16`O.C. i !t(,'.J � (6063=T6 ALLOY)AT NIDHCIGHT (1) 14x1/2'4.l3,5. 70�4Jd \ J' (2)114'0 IX-CONS ANC+LORS 70 SEE 0ErA1L'X FOR?, I WALL Al 1'O,C. {LOCATE AT 4 /3��, SIDE CIINLVECTX3N ) EITHER SIUE OF } ' SEE DETWI.X FOR✓✓✓ I TO TRACKS -- -SDE CONNECTION 21 ��"'�, SEE DETAIL X FO ljJ �4�.! ` � i TO TRACKS r„ I,.--1 r., I I,6 + CR 'nR@+(7'5'i qR SIDE CONNECTIONRACKL.:l 0 Gl f�nn'�:+�t o4 LoR g�a3 ,�7na 17�6��+ �/7��o)K�$oR( „ .°R 06,+ / «�55//��+L1} CR Q + f END CONNECTION DETAIL `2 END CONNECTION DETAIL 031 END CONNECTION DETAIL. END CONNECTION DETAIL'Us 0 REOUIRED ONLY FOR SPANS GREATER THAN 12'-D' j POURED COTCRETE OR 1 POURED CONCRETE 0R ¢ CONCRETE BLOCK 1YALL / CONCRETE.BLOCK WALL NC _ REOUIREO RECVIREU [Xf5I1HC GLASS !ry - ____. _ GLASS EXISTING I - l•tj/ �A(DN.TOSAR5ON CO1'Ci7 -••I-� � " MIN-SEPARATION {'4��•�✓fL'''7 ../ OH0x/16O.C. TO GLASS (S�SCHEDULE ---- - ---- ETE ON SHEET 25) ANCHOR O SEE SGFAULE 12'O.C. CONCRETE" ON SHEET 25) ..__ Z. ANCHOR _ L - 9 IS _ I °.c. �r -- ! tt_ i MPJ. - — 0 N ni Da 151 f2" T A VIEW Y ��ly DETAIL 06 +J END INSTALLATION oaR C6 + 2)R '.6^�., °R (2).W BLADE INTO CONCRETE OR I , @01+ 0"+t0R(�f(i+ CONCRETE BLOCK WALL. CONNECTION D TAiL �� J10 DETAIL FLORIDA BUILDING CODE(high Ilgiocity IturTicone Zane)' ....... Q'07'pa"".LHC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. -BERTHA HVTM No.44157. A Accordion Shutter System 1�L�G fcosN,% ■ ■ ■ ■ V BiAJE 11 Yt/OR W/O R.Y.WINDIT F BLADE&Ml :BLADE 1 AmeT"16011 Shutter Systems REv.N. DE5CWTION DATE CRAYRT 0Y: L.C.; TIWi TESTING k ENGINEERING COMPANY 6559 4w.Tam 9t.,See.345, "cm GAS,nDFAa Wier ASSQCIO110(1, Inc. i 010 15-079 D7j14ft7 DAM- 07/26/1111 E r��, Photw:(305)871-1530.For;(305)871-1531 4268 West ROafr5 Drive x DRAWING No `�? t e-mW:tatecaomtoom West Palm Beath,FL 31407 3 ��GY` .r't ES-003 19 Phone: (800)432-22.04 . Fox: (561)209-8380 4 17-102 ^^ -- V4,LTER A TILIff Jr.P.E. P.£.SEAL/SGRATUREIDATE FLORIDA U.1 44167 . 5 �SH_28 MAXIMUM SHUTTER SPAN * NOTES; • +SEPMADON TO GLM REQUIREMENTS "Lt" OR "L (ft)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GAIEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLATIONS YJ/ SYMMETRICAL L A.S.D.MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3'. HD � C NTERMATES 31 OR L"1' DESIGN PRESSURE RATING. W/ ONE HD 64YLOCK & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL L0-KING ODS 35 MOUNTINGS OR FLOOR/CE1LINr: GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING. umnwu POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. AS.D.CESILN PMSJRE GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, RAaND ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. (�ca-) - L t (P4 L-(rl) FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 0 OR LESS 15-5" - 18'-0" MINIMUM'IMAM DETERMINED.SPAN BERVEEN "L+"AND EL 18'-D" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 t4'-4" 17'-90" COMBINATIONS III BETWEEN WALL W/FLOOR/CLING INSTALLATION LEGEND 45 13-11• 17'-6" MOUNTINGS: 9UBSTRATE POURED.CONCRETE 50 13'-6' 17'-0" FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: uOurmNcS (SHEET 22) 55 ___ T3'-3" _ DETERMINE: 60 16-2" Lt+- MAX.SPAN FOR WALL MOUNDNG INSTALLATIONS. 4lA1L L2+= MAYSPAN FOR FLOOR/ INSTALLATIONCEILING MOUNTING MOUNTING AA &.EE 65 - 12•-8" t5'-6" .. S. 70 12'-6": ._ 14,_11" _._ .. FLOOR/CEILING BE, CC, DD, FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING: MOUNTING FF & GG ----'t2'-D' 14'-0 DETERMINE: 80 _ .. _ Lt-= MAIL SPAN FOR-WALL MOUNTING.INSTALLATIONS. I 85 11'-10' 13'-7' L3-= MAX SPAN FOR FLOOR/CEIUNG MOUNTING 90 11'-6" 13'-2' INSTALLATIONS. 95 17'-3' 12'-10" 'FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6' MINIMUM BEIIYEEN 'L1+", 'U+", "L1-'AND "U-- 10-0 U-"10-0 12'-2" 110 9'-6' 11-17 (4).W L ANCHOR SCHEDULE.A.S.D.FINAL MAXQdIS ALLOWABLE SPAN AND MAXIMUM.A..SDESIGN PRESSURE 115_ _ - 9'-1' 17'--8" RATING TO'DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9• 11'-5" 130. 140 145 150 155 _ _ 10'-0. 160 9•-10' 165 175- - _.._g•_5_ -- 1219.5 SD _ -47 .- H V BLADE. . 65 - 9•-2"90 - 0:,. 1- _..8'-9' 1 T! I P1:•' FLORIDA BUILDING CODE(High VelocityI Hurricone Zane) 02017 TILTECO,.INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. NO.44167 3 BERTHA HVTM * '�; S S Q Accordion Shutter System % L E G O INC. y .. .Y.`EIADE#1 7! oe'vi/o_KV.wIP;DOW euV1E&Fiv.eudY TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems rxv..H. DE9D61PTION DATE- GRAWN RY: LC. �f ,11 sJ55 KW.asV.St_st<.105,VIAL AA Q ELM.RORMIA MICEASSOCIatlOrl� Inc. 1 GILD 15-4Y7-- 07/26/17oATc 07(26/17 ••1Y� �\r11 Ph—1(=05)871-1530.Fox:(305)671-1531 4268%'test Roads Drive -_ DRAWING No —.140lecaGaol,rom %VOFE Palm Beach, FL 33407 3 EB-0006719 Phaae: (800)432-2204 . Fax, (561)209-8380 , 17-102 WALTER A MLUr Jr.P•E. P.I-SEAL/SIGNATURE/DATE FLORIDA Lic.!44107 6 SHEET s 25 OF 28 'SEEG[F�.CATION5 ON ANCHOR REQUIREMENTS' POURED CONC)3,ET� SU SSRATE MAXIMUM ANCHOR* SPACING in) SCLJEAULE FOR A QW1 (A)ANCHORS TQ WALL SHALL BE AS FOLLOWS: ! 4 TAPCON MAX SHUTTER SPAN MAXIMUM ASD Ot SIGN PRESSURE A 1)TO EXISTING POURED CONCRETE:Nin. F'c a 3is2 psi) 16 a TAFCON Xt . RATIN ANQ A CORRESPONDING MOUNTING TYPE - 1/4"4 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. EOR CONCRETE INSTAL _TIQNS MUNUUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4-- A.2) TQ EXISTING POURED CONCRETE: (Nin. Pc.= 2899 psi) POURED CONCRETE - 5/18'0 TAPCON XL ANCHORS,AS MANUFACTURED.8Y I.T.W.BUILDER. MINDAUM EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4`. MAXIMUM ALL MOUNTINGS AA TiiRU GG (SHEET 22) SPAN A.3) iN CA-SF THAT PRECAST S10NF., PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER RE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POSTTVE AND NELATNE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENGUCH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LF..SS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A1)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENCNEER.. 8" 4 1/2" 3 1/2" - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, OR LE55 12" 8" 6. 4" :i 3/4" (C) SEE BELOW FOR MIMMUM REOUIREO EDGE DISTANCE FOR ANCHORS. 6" 3 1/2" 3" UP TO -- ---_---- _.��_ 10" o" 4" 4" COR 4. 3 1/2" - - }¢{ }UM REQUIR£0 EDGf D35TANCf FOg NA _. MAXIMUM ANCHOR SPACINGS ARE VALID FOR UP TO 3" EDGE DISTANCE FOR 1/4o TAPCON AND 18'-0" 7 1/2' 5 1/2" 4" - _ 3 5/8" ECCE DISTANCE FOR 5/16"0 TAPCON XL NOTE: VAUD ONLY FOR UP TO 10'-0-SPAN 2 HV BLADE ONLY A. t111= FLORIDA BUILDING CODE(High VetOcity Hurricane Zone) 1 _ VE '•,' tom`.. 0)2017 TILTECO,INC.(ENGINEERING) 092017 EASTERN METAL SUPPLY, INC. }� �4's ':. BERTHA H`/Ti1 No,44167 �s Accordion Shutter System a. Q SwSwA '7�` ^c !1 M.�E C'O I IIA t. ■ ■ � ■ 0.6 IADE 1 Y!/OR W/0 N.Y:Wlh'DQ'N 8[fIJE k H.V.BLADE American Shutter Systems EEY.N. DESCRIPTION oATC DRW^!OY: LC .Q1. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 oLn s5-o7R 07/1011: IMTE. 07/26/17 V 6355 N.W.35N.St„S1e..305.NFp.CAROM FLcs+QA ui West P .West Rands Drive 2 DRAWING No`++ PNOaa:(30.7�7T-7510,.1'ou(305}871-1551 1/012 Palm Beach, FL 33407 5 fl-mos:GTlacaOao:tnm L� + Ee-o�0s7ss Phcne:(800)432-2204 . Fac(581)209-E380 1'—102 '- WA TER.A nL7n P.E 5 SHEET P.E.SEFL/SSGNATURE/QATE FLOMOA L-$64167 6I 2b OF 2e i 1 1�J f R ------------- --- ,7875" "•--------- - ---x,.0625" 12'LIN.CLEARANCEEXTERIOR .0625 ODLO t TO�E TOP .0625` 1 A SECTION X—X HV WINDOW BLADE SCALE: I" - I" BLADE-15. .1875" Y (TYP'KLE� 3'0 OPEtUNG ! .oszs" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.. 25". BAYER MAKROLON. 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC - E0—�` CO -'� INNOVATIVE .PLASTIC LEXAN 103 'RESIN ELAT OF PORTION — (SEE NOTE "F" ON SHEET 28). 1 EXTERIOR 7.3750 f FTV WINDOW !1 POLYCARBONATE SOURCES FOR 44 t-�� APPLICABLE RESULT X / 02.8750 �/ TYPICAL PROPERTIES STANDARD HAM sur —.114 X REFERENCE UCUVL/Ecgwm PL— ^"3103 LD-IN rem PHYSICA ON SIC 3ENT/E4- S SPE GRAvNY ASTM 0792 0.043 1W. 0.043 IDrn MECHANICA!: 2 7/8'IAN, TENSILE YIELD STRENGTH ASTM 063 ,SO0 8 9.400 p.a:L 9P.s.i• --_ I FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 pal. CLEAR t 2 1/4• p.�i 13,400 SEPARATION CLEAR FLEXURAL MODULUS ASTM D790 340,000 p.s.T. 345,000 F—Z. BENIEEN BETWEEN ` 03.7500 IMP BLADE TABS .067.503.0000 ! OPENINGS I I NOTCHED 1200 ASFM 0256 18 FT-Ib/in 17 FT-Ib/in _ .0625". YI DRE BURNING CHARAI'.TFRICTfS• SMOKE DENSITY ASTM D2643 47.2 X 64.5 S MAX SECTION Y—Y ! RATE OF BURNING ASTM D635 C-1 CLASS C-1 CUSS SCALE; 7" = 1" —•7500'— SELF IuE0710N ASM 01929 104a'F 980'F SYFATHERING: ASTLA 0155 TENSILE STRENGTH-ArT.-R WEATHERING A.STM 63e 9302 pS.l. 6840 pa.4 EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 6461 p..J. 8880"l SCALE: i = i" 12"MW.CM&FIANCE . TO BLADE BOTTOM Eqce TYPICAL HV WINDOW BLADE AND SCALE: 3/$"=7" PG;X QNATE HV WINDOW DETAIL �� _ FLORIDA BU ' ILD NG CODE(Nigh Velocity tturrlcane Ione) �cEr�s ®2017 11LTL00.PIC(ENGINEERING) @2017 EASTERN METAL SUPPLY, II1C. BERTHA HVw NO.44167 .SSA Accordion Shutter S stem I:v.elaue�I W/CR V/0 0.vnMW BLADE&H.V.BLUE J p0 American11L Shutter Systems RLVN. DESCTaPTION DATE 'Lka TILLTT TESTING& ENGINEERING COMPANY Y DRAHN BY. L.C. • .q��'Y \`'i', f,VS IM 361h.SL,.Sb.305,%=WA WOWS.FLORIDA,331E( Association, Inc. 1 Ol0 15-079 07/2x/17 .DATE; 07/26/17- . -'^••'"tt`��r: vnonc:(305)871-1530.F.:(3a5)871-1571 4268 West Roods Driva 2 _01 flt—a—Leen. west Palm B...h. FL 33407 3 DRAWING NO ®'0°05719 Phonc: (800)432-2204 . Fox: (561)209-8380 1.7-102 HALTER A.TROT 1,.P.L. 4 P.E.SEAL/SIGNATURE/DATE FLORIDA Li-If 44167 5 SHEET e 27 OF 28 [,ENEFtu LIMRATIONS ANO GONORTONS OF USE FOR RERTAA yi3" �Q3 1.MAX A.S.D.DESIGN PRESSURE RATING:4110.--110 pAJ. lu A G —�•� II. �f Y y' I. 2.MAX.SHUTTER SPAN:96e. 3.ALLAWFD MOUNTINGS:A D,G&H ON SHEETS 6,7:AS WELL AS WOUN71NGS U, 0,T.U&W ON SHEETS 18& 19. }•ONLY C—IIATES 21 T W/q4 OR 751 ARE W1DNfED WITH 1 Z AR LN A SYN OR OPPD IASr' p� ^ (� j s I Uf, MUST BE INCLUDED ONLY AT EKIERIOR ACCESS SIDE OF OP G `1�V� I N J r-•_g4.4 CENTEftUA 16y.L�l7 4 fl 5.(A)W N:MDOW S ADE,Q SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TM Eli.END + 1 f/ (3.0-HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 27. / (B)MEN.CLFARAVCE FROM TOP OR BOTTOM EDGE OF IN WINDOW BLADE 1� OF ANY 3'0 HOLE FOR 44 SHALL BE 12'. MAX,5 WIH�N5 ALLOWED A7 LM� �' 'A7NDON BLACC Y.7 (C)FIRST AD L7�r BLADE C07n!tC OUT FROM STARTERS AT ENDS MAY BE FN WINDOW BLADE (0)HV IWNDOV BLADE 9 MUST BE USED ALTERNATE TO A MUD HV BLADE lO N - TFG30UT:NOUT SHllf7ER'S N'IDTH. lee (E)-C RTES SHALL ALWAYS BE INSTALLED ADIA.CENf TO A SOLID HV _ t- BLADE 1 AT ENHER SIDE OF THEM. . •1 Aix;?7 (F)POLYCARBONATE HV WINDOW 6R)SHALL BE INSTALLED$O T TAI 5 FACE SEE END aH.S THE INTERIOR OF THE OPEMtIG NG PROTECTI HV WINDOW7FfLH)MUST BE CAMiCCiION EF4`q ' ONLY 114STALLM AND LCCKM USING A HV SETTING TOOL PROVED Ep BY ASSk DETAILS ON - 9P r• INC. FULL 11 fT. S.SEE ANCY.CR SPACING SCHEDULE FOR NSTALLA71ONS INTO WOO D FRAME FDl1 tO:IGHi.-- � �' �1�A� 1 BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND ASD.DESIGN LOAD(SEE TTP P F4 _� OTES/B _ - T SEE ANCHOR SPACING SCHEDULE FOR MSTAUATIONS IMO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13&14 AS LIMITED BY LJ SPAN AND AS.D.DESIGN LOAD(SEE NOTES 1 &2 ABOVE). O H �J-'(SUE RAN TOP&O R E IREMEMS) N, oR Boa (j • B.MmAMUM SEPARATION TO GLASS SCHEDULE ...._ NUMIIED W�"IN ._. — PtH,�, MINIMUM SEPARATION TO GLASS ELEVATION WA gvw+aT04 TO CLAM s EXISTING GASS ST)II:UEON '_ 51l 12 FOR Bh1 T ON SE72a'FOR BLADES ,'&� -------TYP-------- ---------7`--r-}-��—�-- ----r- —j r ' TY,. Nina TOIC R 5 aNUERVAiES�'•e �i TYPICAL 0) HV BLADE WORKING IN UNISQDI,WITH HV WINDOW BLADE SHUTTER* F'' FLORIDA BUILDING CODE High Velocity Hurricane Zone 11l� aS,&,•4/ft 02017 RULCO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. VG BERTHA HV1 (( .4�4�167 ` �L E C A �N�. A.SuSnA. Accordion Shutter System '� V.6tADE¢1 Wf QR R '/0 KR WINDOW GLADE&H.V.8LADE# - TICCIT TESTING ENGINEERING COMPANY American Shutter Systems KV.Ne DESGRI-WN DATE DRAWN BY: LC. &� Ems Mw.36i.St..Ste.Jos.NRdNh CARDDS,TIMM mitt Association, Inc: I OLD 15-079 0 7/26/17 DATE: '07/26/17 Z Q • UMC;:%�•11 Phone:(!05)671-1530.Fox:(305)871-1537 4268 WE:.- Roads Drive 2 11 a-mar III..a.d.— W..t Palm Beach,FL 33407 DRAWING No -Ctssf ��,�' 11t E9-0006710 Phone:(800)432-2205 . Fcx:(567)209-8380 4 17-102 WALTER A.71WT.r.PF iG�SATURE/DATE FLORIDA Lia!44157 5 SHEET e 28 OF 28 I EOUIRED MINIMUM - VARIES INSTALLATIONS W/ 0) HV BLADE & HV CENTERMATES ©1 ;2.DOU-Max.!- 6•x 1 1 S-THICK 11n.ASTM A-653 GRADE 40 �(.,�Z... Mln.G-600 CAM LY.STEEL � 2.V. 43b INTO METAL STUD WALLS ldETAL STUDS AT 16'O.C. ------ 0 fi'O.C. 40 4f m•o4 • d W ---------- t/z' 475' >Ic 3a 1/4"¢ NOMINAL 1 _ ri 38 GENERAL LI AT ONS AN COND0 ALUMINUM SLEEVE( A� FOR BERTHA 1_ HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY �1 3/4-E 1/4-xI - SYSTEM INSTALLATION TO METAL STUD WALLS 43a 1 3/4'x 6 1/4•x O.G35'116Ctc u;n.i 43C ' Q'8'O.C.�^. �• i �` 3A00' coNr.ITuv STEEL TRACT cHAvna,, �—r SEPARATION TO GLASS SCHEDULE -- ASTM A-653 GRA6E 4D M. c-6D I a 6'o.C. 39 /]�� 1. WAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.f. L'I max. CALVANIZr77 FASTENED TO VUD5 `T7CLYfING FINISH I'' I� MINIMUM 14 (2)dext/z' OR SCREWS a1 i LAS APPLICABLE I I �:/ N WIND ZONE INTGitOH 4 EXIEIBOR FACE I I fr 2, MAX. SHUTTER SPAN: 84" ASTM E-1996 SEPARATION -I 43c LEn•c1fl+ 1' i MIN,SEPARATION I GLASS GLASS I TO CLASS3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 1 f 4"'3-20X3" BOLT (SEE SCHEDULE) 43 ,� -1 THRU 3 (TYP.) 1" MUST PENETRATE 43c I. EXISING FINISH m 4, ONLY ARRMATE 121 VJ/ 24 HV LOCK ARE ALLOWED - 1 41ffH 2i ARR�35" GEO'TN A S3 METRICAL LAYOUT, q REOIAKED MINIMUM j {AS APPLt.^-aRLE } � ° 4" 1 3/4•x 8 INIMU O.D3s-THiC+f.uln.I 1 1 ' USE OF (2) (6" LONG, MINIMUM) MUST ALWAYS 6E �j�373ONE.GALV.STEEL TRACK C1c ,; ,•, INCLUDED ATTERIOR OR INTERIOR ACCESS SIDE OF aso' -� ASTM A-653 GRADE 40 Min.G-60 , s I I �-r GALVANIZED FASTENED TO STUDS , 1 W 6.O.C. ��a B-O.C. '' 'I o CENTERMATE. n I w/(2)JW/2'TEK SCRMS ON WPER10R&EXTERIOR FACE i 1• n tX°• S,S 1/4'0-20 THREADS a 1 ^C3 *# BLADE SLACK DETAIL HVF IS VALID FOR 1 4"03 ECCO CONSTRUCTION CENTERMATE @ APPLICATION WITH BLADE / i2 PRODUCTS FAB—LOK HD. REQUIRED u07uL'fl y�j 1 Br_-��-� . 43b 6-x 1 1/7-x O.D35•THICK •d1..s•Ul'.i I 0 6" D.C. Mln.ASTM A-653 GRADE 40 Y�,,,'•%•'•(�I .�T COMPONENTS L6n.G-60 GALV.STEEL _,�,,.. . MS WALL HEADER f SILL INSTALLATION METAL STUDS AT I6'O.C. :�':O LXISnNG FINISH AS APPUCA13LE SCALE: 3/8'= 1" '�� (TYP_TOP&BOTTOM) �.-_ A VA --_- -- _ -.v__-___ F _ _ -- 1 3/4-x 6 1/4-x OA35-THICK Mm. EXI571NG GIASS - - _ 1 TT.G4LV.STM TRACK CHANNEL, ASTM A-653 GRADE 40 M'n.G-6U ----------------------- :c- •+m fix• - sFA+Yn� - .. , ,.w•.7. p. I iiiiIINTERIOR GALVANIZED FASTENED TO STUDS I I ! 1v 2 2-TEK SCRMS av SYMMETRYCAL 7 ,:�; : /O d6x,/1AIN. SEPARATION VARIES I i INTERIOR A,EXTERIOR FACE TO GLASS CENTERMATESW:9�:r;:i`�i= Z Airi?*;I :+^_; ;LSEXTERIOR ACCESS SIDE+ , I"cA ;rte ; ( ACCESS SIDE t: .`•a:c (S E SCHEDULE) uax. i n — - -- - — --------------- 6'(TYP.) ILII.5•PARVICN TO aA4 IN j ev SPwAncN TD ass IN --- w/21sDE Loa(SEE srmAE) 6"1 n.' •,er/cucgrr Ina ISE sTfnlxt7 __ ' T.�_ ------------- -- - --—------ {------tom---------- --------- --- - ---- -- 12 -- --- _- %)42 -- - 1 21 - 21 -I 21 - 21 LOCATED AT ILL EN r ----- ---- -------- ------- - -'----`' � ---- -- --- - - -- ---- ---- -- - NV HEADER/SILL D VIEW Y r g 102 ., T/4-(ryp.) Ifrs�'i•LII n') I ` 24 6 1/ SIDE CONNECTION TO TRACK (Cont.) 2' (T9P•) I .. 1 Tl 4 s+ n.. I-_.__.. 7 __ __—_. 6 1/2"MAX.SLACK H ILC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocay Nurriconc Zone)l \\\ S�'•''•, C)2017 DLiECO,LVD.(ENGINEERING) 02017 EAST-ERN DETAIL SUPPLY. INC. NO.44167 BERTHA HVTN * * Accordion Shutter System IL E C dNC. A.S.S■A■ '• .V.BLADE 11 W/OR W/O H.V.WhNWN BLADE&H.V.BLADE{I 0� •. (� ``� TICCIT TESTING & ENGINEERING COMPANY American Shutter Sysfems REM. DESCRIPTIaN I DATE DRAWN BY: LC. •' /' .�'•�C 6355 N.W.36Ua 9L.SL- 305•V.RONA GARDDS,Fl-MnA 331ti Association;. Inc. 1 OLD 15-076 07/26/17 DATE: D7/26/17 NG, Phone:(305)971-1530.Fax:(305)B71 1531 4268 West RacEs Oeve 2 Q e-mol:t4teccc°d.com West Polm Beach.FL 33407 3 DRAWING No r+rrr• EB-0006719 Phcne: (BDO)432-2204 . Fax: (561)209-8380 4 17-102 NALIER A 11LL11 Jr.P.L P.F..SEAL/SIGNATURE/DATE ILORDA Lam.d 44167 s SHEET e 28A OF 28