Loading...
HomeMy WebLinkAboutProduct Approval 1/42018 Florida Building Code Online Professional ' - gulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links ( Search '. b a Product Approval r *USER:Public User Product Approval Menu>Product or Application Search>Application List 1,GFRCE OF THE SECRETARY Search Criteria Refine Search Code Version 2017 F (::: 389 Application Type Crocluct Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results- Applications L# Tyke Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvriaht 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: ® ® ® E- Credit Card RECEIVED Safe MAR 2 7 2018 ST. Lucie County, Permitting Tj E `'" Copy https:Hfloridabuilding.org/pr/pr_app_lst.aspx 1!1 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P EO) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)Of THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM Slwl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOURED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE NSTALLED WITH A DIREC'TIONAUTY FACTOR Kd-0.85. USING ASCE 7-10 AND SWILL NOT EXCEED THE MAXIMUM (ASCO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. rn IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS AREA 1: HV SLAMS n At dk BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED.A 33 3L INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS. HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD R45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ADM MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-14 SNCi I 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE O #0214.01-03, #0715.01-03./1004.01-05./1214.01-05, /0317.02-06. /0609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1856 AREA 2: HV BLADE(1)AND HV WINDOW BLADE 1A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1. 2 &3)& #1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 0 #0505.01-06 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D. WAND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2. HV BLADE(i AND NV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA N.V ACCORDION PINS (INV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'NO/14x1.75'RESPECTIVELY. 410-HT WNINUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k•i YIELD STRENGTH AND 180 kai TENSOLE STRENGTH. PWS SHALL BE COATED WITH BERTHA HV DACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4, ALL ALUMINUM EXTRUSIONS SHALL SE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STFW140TH FOR 6063-TG ALLOY IS 30.0 kfi AND 35.7 kti FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCX SHEET 10 6005-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k•i MN. YIELD STRENGTH AND 90 kNC xi MIN. TENSILE STRENGTH ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA SUILLXNG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STARN.ESS STEEL WITH 35 k4i WNINUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE© 12.13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 W BLADE( &@ WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779.582. COMPONENTS OF IHS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOUD SHEET 18 METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE fI�A ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION TYPICAL SHUTTER ELEVATION SII'FI 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TLNANT, OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL Hv AND NO LOCKS AREA 4: HV WINDOW BLADE 1;ONLY 11, SHUTTER MANUFACTURER'S LABEL SHALL K LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 Of FLORIDA BUILDING CODE- ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _ 12, BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 13. (d) THIS P_E.D PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ..a. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PEO., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MALI BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P,E.D. ENGINEER SHALL SUBMIT TO THIS LAITER THE SITE SPECIFIC DRAWINGS FOR RENEW. (•) ORIGIN&P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEK AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone '% 02017 TIFECOA INC 02017 EASTERr. VETK SUPPLY. Olt. IAAI �P•"'��CENSF'••.f9�tBERTHA HVTM L E C O I NC. A..Cl.S.A. Accordion Shutter System s/�/ KV. INAM h W/CR W10 H.V. WNWN a" Q1Tj1J U(./ * TILUT TESTING & ENGINEERING COMPANY American ShMHBr Systems oAtt wMW LG 666 FI III CCC UPPP""" AQ e>a5 N,w.aeu.s..s...ws,wlcrNv,wA601t.WLam.sII � ��onW Inc• 1 OLD 15-085 7 7 1 Wt[ 07/27 17 Ph-:(365)671-1530.fAx:(305)871-1531 4268 Westroods Drive t DRAWING No � d •-^+d= �K•e••I�T•^1 West Palm Beach, FL 33407 s �s(�'•.........t•' 1 EB-0006719 4 17-107 ''1'1 WALTUI A TIUJT Jr.VE- RORw uc.#44167 5 SHEET P.E SERtf5tFR4AYURE/DATE 6 VAWE5 • 4999' • (1�HV SOLID BLADE (5)HV 9G'Z180' STARTER C a' CS HV UNIVERSAL FLOATER + ' OUAUnED FOR USE W/ UNDER US PATENT N 5458179 QUALIFIED FOR USE W/ HV BLADE i O�,{V DIRECTHV BLADE`t © HV WINDOW BLADE• 6005-15 ALLOY AND TEMPER QUALIFIED FOR U W MV 6063-76 ALLOY AND TEMPER -SEE LI ONS OF USE Of BLAO ON SHEET 19 6063-11`6 AWA% TEMPER '37 60 - TEMPER 3 226'__ _ •124- • 1 065' (TYP .556' „ � � 99•' ry 6) 72 2 t - - ------_ .....---- 7 HV ADJ. ADAPTER W/UP •' .12• � 7 QUALIFIED FOR U E W/ HV •.020 _ BLADE l� ®HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK v QUALIFIED FOR u$E W/ HV Q9 HV TRENCH TRACK 1 -.258" BLADE li OUAUFtED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEM BLADE Tt ONLY. 1@ HV RAINGUARD BLADECl) 6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/ HV 63-T6 ALLOY ' BLADE(1) i• 1. 15' LQNES 1.936" 6063-76 ALLOY AA) TEMPER 1.917• _-- �� 063' M. 3* .100 ____—__—T .1Sir 670 6 670 1.656' 670 1 t HV CEIUNG HEADER HV HEAD/ER�SILL (� C HD CEILING HEADER/SILL OI7JtUFlESEE SECTIONS FHV OR V� O SLY FlE 6"- 6SAllOT AND rBc pEIN�Y QUALIFIED FOR USE W/ HV BLADE(D O SEE SECTIONS FOR VALIDITY. QUALIFIED FOUSE W HV 60 6063-TG ALLOY AND TEMPER 63-TG ALLOY AND TEMPER BLADE i ONLY. TEMPER I r COMPONENT A 8 TO T2 X Y t r M`LX4NrMNt . 1' 1" t26 062' ci © 2' 6'MRY. 1/6' 1/6' 3' 3• .060 --1 L_. 1_... Y S•W1L0.192' 0.192' i X 16 SIDE ANGLES - CORNER POSTS QUAUf IED FOR USE W/ HV ALUMINUM ANGLES � 2.5 7•MAx. 0'160• 0'190• ALIFIED FOR U15E W/ HV BLADE CI OUAUFIED FO$USE W/ HV BLADE(1 -T6 ALLOY AN BLADE1 ONLY. 2' 6"MAX. 0.136• 0.131• 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 1111j1 J JIL !z02017 TILTE00.IIIC. 02017 EASTERN METAL SUPPLY. INC �p ..... ... �l/T:t iM s� .,✓y A S S A Accordion Shutter System r/,a, 1 L ECO I N a . ■ ■ ■ KV.GLADE#1 W OR WA KV.NOWN}LADE * TILUT TESTING k ENGINEERING COMPANY AR76f(Can Shutter Systems w1E COMM LC 436>,M.W.xm U.w 300.MR CAROOAI.rtno.3316Association, Inc. 1 OLD 15-065 07/27/1 ATC 07/27/17 D'• 0 ♦ Phar:(303p71-1530 F..:ONA71-1531 4;6b IYeslroads Gave 2 ��''•,�RIO�:' 0 • .k trwmew,— West Palm Beach, FL 33407 3 DRAWING 07 -s�/0... .... -` 1111 WALTER A.TILUTE11-000117J'.P.E. ♦ 7��O/ �PMi_i 1 rLoRCA uc.14•iel 5 SHEET P.E� �iU;g/DATE 4 2 OF 20 1 COW!�_..4,576" � 1/.•-]tLl/a. _ fllu[L s„"E° rAwnEo .-30 �� i ,� � T�TAsm i �, 11Q1SiINi1 ENYEL I , aaEn PA.NTCD I I b •;oNi� a62• M I I T' ' •..,.A4j eTlu6 tru+OER '_was cnTE IAER 2 HV CENTERMATE CJ, ' uAUFIED`tort USE W/ Nv BLAIDE(�ec Y fL' ® K ® HV EGRESS LOCK 6063-TG ALLOY AND TEMPS OU'C EO FOR USE W/ HV BLADE I k IM ONLY OUQIFIED FOR W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPE (2�� HV CORNER CENTERMATE ONLY. BLADE iD& ONLY. Q ALIFIED FOR USE W/ HV BLADE.I ONLY 260'OA. 6063-T6 ALLOY AND TEMPER `� PLASM HEAD MOL.922 DED TO TO 4.045' SCREW 17 AFTER RIVUINS 06j' 1/4"f-20 x~3/4" BEFORE RIVETING `I S.S. THUMBSCREW 114"0-20 RIVNUT* N •�.• �c'�Ir }SERVES 0444 ALUMINUM(1024-T3 ALLOY)LAW FLANGE TAW. SHEET NUfSERf.WyPA.IN/0620.AS WWIKACTUM 6Y AvM {' L CNERMI YEYTOW PARSIVENY.NEW JERSEY 07054 O"EOIYL PIAN i1OIT CLIVAi.. '2# HV MALE "T" LOCK CENTERyJTE w.s66• �) LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE I.'� NLr c�9 HV FEMALE T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE GONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BUDS 1 ONLY QUALIFIED FOR USE OUAU BE�FEO� LYW/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE Q ONLY. 1 �5� 3 767 42" CYLINDER OR .214' ' .06Y 4' NEI'CYUNI" L b s4s O.A7s•MN. 8 1 .126•Ys.. 31. O° OUALIFIED FOR USE W/ HV BLADE(1)& A QUALIFIED FOR USE W/ HV BLADE(i)& 129 O 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ' QUALIFIED FOR USE W/ HV BLADE 1 &(jj 1/4••-20 SS OR 3/611- 1.1 6063-T6 ALLAY AND TEMPER ACETAL 1MA16lORLYK. *1/2- TM1MeTURN CYUNDE (SEE OEINIS) LLL OD OR 9E-Y 17=1•...._-_. _.- 16 , 1. 7 Yin CYLINDER ® LOCKING ROD� HO 176 Ma. ~1/4'� ®i3iNL_Y1LYlA QUALIFIED FOR USE W/ HV BLADE(i) HV 3j8"0-16 ACETAL HV 1/4" 4-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK BOLT LOCK. \ 6065-T6 ALLOY AND TEMPCR THUMBSCREWS SERIES S.S. THUMBSCREWS _ QUALIFIED FOR USE W/ HV BLADEy�& 3A. NSTS_k'LEDAAT TIONRA WILL REQUIRE A 7/1 HOLE - QUALIFIED FOR USE W/ HV BLADE i) FLORIDA BUILDING CODE Mon High •EIOCiI OUffiCOnC Zone D7�ILLEO AT TRACKS FOR PROPER EDMEI UALIFlED FOR HV B 11 02017 TILTECO,INC 02017 EASTERN METAL SUPPLY. INC. AI` CEN A S S A Accordion Shutter System = BERTHA HV,. 1 L E C O i N c. ■ ■ ■ ■ H v BLIOE it w/OR w/ WINDOW W110 RV. av B *i d' /•ll American Shutter Systems 7f * TILLIT TESTING R ENGINEERING COMPANY 6[tC6rT1aN DATE DRAWN Irv: LC STATE OF ,1pR0.sn t OLD 15-Des 7/27/1 Association, Inc. DATE. 07/27/17 F- (305)571-1530.F.. (305)e 1-1531 4268 Westroads Drive 2 DRAWING No ;.-if`�•.•..•0R1D(A:'ate IL West Palm Beoch, FL 33407 3 rE CB0 .T 19 -107 •�•.V EI/ •••••••�•(•w\ 111` WALIEP A 0.11i_r PC 4 FLOP"La. F 44167 5 SHEET P.E. FAL I. .... }/R!'}DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 3/e u w 41 'tY ® To eIADE tl P 1 Ts7s LL ...i�� O HV BLADE 1 I .0625 .0825" ® HV BLADE to Nv w BLADE .Dazs" ' j ® J + BLADE'S •► 1875 Y HV LONG RECESSED NYLON BUSHING x KNUCKLE ® - 3 ' a (TYP) 0.062},• HV SHORT RECESSED NYLON BUSHING 1�■■�I 9 MT PORT1011 R1 7p00� HV NYLON HAT WASHER } )OR (B ^' i! T 3 so" 4� HV WHEEL CARRIAGE NSI 302-303 SERIES % I I ` 4 4 nl 4I /��n.q so' X 0.870"x3/16' THICK NYLON WHEEL. ® r: T- �) 2 7/8'MIN. MV W94DOW 0.188"0 NSI 302 SERIES S.S. RNETS CLEAR 3t5'e 03. eE7wm .0825' .7500' ® 0625" -. HV 1 3/4' ACCORDION PIN W/ /B HEAD * EXTERIOR OPENI M ON 5CExTam ® HV 2 3/4' ACCORDION PIN W/ /8 HEAD * $ r 4 �4 2 1/s� © CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i I t- KMEN.TYPICAL HV WINDOW BLADE AND f ® ! POLYCARBONATE HV WINDOW DETAIL ® O OR ® (i-® or © N.Ts REWINOTE FDR i (j)OR ® I J �kPOLYCARBONATE IMPACT RESISTANT HV WINDOW I ; BAYER MA,CROLON 3103 POLYCARBONATE �--- IIN. RESINS, UV-STABILIZED GRADE OR SABIC Y 'to 0&AncSO E 1NNOVATNE PLASTIC LEXAN 103 RESIN �_N OR ® I (SEENOTE 'F ON SHEET 19). RV ClYHY(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1D OR ® I EXTERIOR POLYCARBONATE SOURCES FOR HV ® BLADE. �ICAL SHUTTER ASSEMBLY I Tw.vA NIDPcwres aTNnro _ ""� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT "r PIN®°x 10 BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 80.324"-, (SEE NOTE rql sPunc G. Am D797 -40 61. O"1 ei. BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. , REQUIREMENTS) .D4&�a wac 5500 nwoa,r Asn Duo 0.400►.• 9.500 P4• TYP. � i l R1DAiMl SIIpQTM AI r0y As1r 0790 ,2,500►.. ,9.400 P. (3) HV PIN OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER I rU001ri rOaAos Asn Dm 5m.om P., 3.5.000 P.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej 11AMQ rD,awn a0o Asn mag ,9 n-w�h. SHEET ® asmw OD40rer�tmct L CARRIAGE DETAIL '"Ola Doanr Asn DD45 0:s 440 9 n N E11BLY LAYOUT 8Aa "eu�.l0 AM 1926 o-1(sASs c-,was fR!NrO,ar A51Y D,9M 10W 1 990 Y ltatll�" 147M 0169 11M,S"IDgn MIM P9A Ism W SM►4+ 99'0 u) HV BLADE SOLID & t—A HV WINDOW BLADE DETAILS ""`" 601-1 1 OW N.T.S. ILLI pPbitit i���� FLORIDA BUILDING CODE Non High Velocity Hurricone Zone 1 ✓?' 02017 TwTECO.PIC ®2017 EASTERN METAL SUPPLY, INC. ' A S S A Accordion Shutter System L E C O INC. . . . . KV. RAM #1 W/OR W/O FLY. WNDOW BLADE • \ TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems ,N txxerrtoN DATE ORAwa ar: Lc ' . a�i \` Association, Inc. 1 OLD Ts-obs 7/27/T 0.a: 07/27/i7 0•'. \ 6!!!r w.x544 R..sl..5054 VMOPAA OA1O01S.ROwG L, ( '•.(nal0�`:'��. ►,--,(305)871-1Sw.Fa :(305)871-nxl 4268 Westroods Drive 2T�ZLxvvaeow. " we8c Polm Beoch, FL 33407 x DRAWING No 1'tNAt— w 17-107 7_'07 Tun WALTER A A.P.E noRnA U. / . 4 P.E. SEAL/SIGNATURE/DATE 4"67 6 SHEET 6 4 OF 20 •V M !�P VVVV P # • 1 C G �• Y M S T U P 1. IIATOATORY 10INOIIION /1: ONE MV LOCK�&of 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORBOW2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTAL�TIONS�(T ANY ELEVATION. ITV LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR�7�7 CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT MEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IN SHUTTER ELEVATION. O PQP ®. LOCKS LIP TO TWO HV OR E MAYlBE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKSOtIlLN vMtKP0PRMLGVWJ4L FOR SECURITY 0 CENTERMATES OR 0 94ALL BE AS IN v LOCATION L BE AS INDICA7 ON TYPICAL SHUTTER ELEVATION. Am DS _ V LOC ING NOT ED BUT ING II 4 oe�w®4• E USED IF DESIRED TO ENwW E SHUTTERKRPETTFO NIZE. LLOCKINGIRRODS T�ORIAN ALTERNATIVE DEVICE Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). IF . • ONE HV LOCK ® BE USED AT CORNER ANY SPAN AND INSTALLATIONS AT DE OR INSIDE LOCK, ATTACHED TO 10 CORNER CENTERMATE W/(2) 1/t -20 ■ 1/2' LONG FLAT HF/10 S.S. M.S. 7W0 LOCKING 8005 His AT TOP h BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. rley tl 5. 8- b4 3 • ONE ALTERNATE W LOCK MAY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND n 8 $ INST ZE AT ANY ELEVATION. AL RNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT 9 12 A OF 1/4'0-20x3/4' S.S. THUMBSCREW TO(I OR CENTERMATES SMALL BE MADE W/ 1/4 0-200/4*ALUM. N CIs — iSfi RNNUf AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL 8E USED A7 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. QJ 6. Mnle►Yrtm fYfltlf110M /`Fae KEYSMLMt Mnxyrrel NWM I Afl�M4 ONE W LOCK®or g or 10 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO lis'.AND FOR INSTALLATIONS A7 ANY ELEVATION. HV LOOK® or 0 or®MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHED TO C or (D SYMMETRICAL CE14TERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS �•W/�§ CON Cr OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS OHI 0 r [ R 1 J x L Y t o r v W x IS TTYYPP. I. II *NOTES ON HV `T` LOCKS AND CENTERMATES: 7 HEIGHT. OF CORNER t CENTERMATE ONE ALTERNATE HV T LOCK N MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND (�w�lw©•�w®w •(�'o" I ALLA AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OUTSIDE LOCK. ATTACHMENT T0 c� OF LOCK INCLUDES USING REINFORCING X, AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATESq AND 0 W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED DOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4.0-20x1• S.S.M.S. INTO A 1/4'#N5/8'RNNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' •� •1„Iw J•C7,•®w MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. 91. w31 .®IGC•(2,w t. ONE ALTERNATE HD LOCK(,y MA,Y�B�.E, USED W LIEU OF l HV BLADE SHUTTER ELEVATION TYPICAL IIv LOCKS,2 GT 4_$FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK�7 MAY BE USED AS AN INSIDE OR OUTSI LOG(.ATTACHMENT OF NO LOCK C4;TO 0 IS W/3 is x 3/8' F.M. S.S.M.S.. AND INCLUDES N.T 5 REINFORCEMENT INSERT�AS SHOWN ON SECTIONS NDB AND HOC-HNC. SHEET 10. LOCK MAY BE WSTALLEO AT MIDSPAN OR 12'MAXRAUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS J IS COMPLETELY OPTIONAL. ,Irrrr'A'��""ate on h Velocity urr cane one ,1 C2011 EASILRN METAL SUPPLY. INC sy..' 02017 MTECO.INC L ,M ' /TMEE O iNc. A.S.S.A. Accordion Shutter System N,v. BLADE /T w/GR w/o H,v. tMNDOw BLADE American Shutter Systems acscAIFTION D•Tt �,,, �: .t. TILLIT TESTING t ENGINEERING COMPANY 9 F : Association, Inc. I OLD 15-085 7/sit DATE: 07 27/17 O ., •• ,� USS No 3w St..SM,305,WA M GAWK. AD ,LO .331 PII•Nr (303)471-15]0.rm.(305)4n-1531 4268 Westroods Drive 2 DRAWING No tf+5;'••..... '�a 1111 •-�u«oera.cen West Palm Beach, FL 33407 s-0006719 "_'07 .ZONAL E�',tj11 WALTIA A TILUT 4, P.E 4 $HEFT P.E. SEALJS)GI IJRE/DATE naRc1A Lk 1441sT ` RETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON 0 REQUIRED 1/4-0-2W/4 BLOCK 1/4.0-2W/4'S8. COUREDNCRETE CONCRETE— SHEET 13) CONCRETE ANCHORS MACHMNE Sck" CONCRETE REQUIRED -�._ —__ REQUIRED ___- Ept (SEE SCIIEODU ON W/ 1/4'-20 `— CONCRETE ANCHORS ' © MiONF(KE UluNu4®ON serer 7) SHEET 13) NUTS a 12'O.C. (SEE SCHEDULE ON SHEET IS) , I t' 1' _ �{7/1�7�j� Min t/4'0-20cT/4•S$. Min. @e`! _ f0 EO MACHINE SSW$ �{ I T_. I& USING•D.C.-2D NUTS 1' j/2. _--- 19 1 /2. E.0.• I .250 M". OR •--- ©q L 0.•. r`--__ .250' II .260•Nea. I I I Max, OPTIONk 'I E•�• ` oPtaNAL MIN lawmm ' A SAPS tEg ' F-Is MRfa c WO �I i OR �� EEJ-EDULESEPARATION To Goss E105f4IG a aHaT n I I I __-.� GLASS ISEE SC►EDUCE ON SHEET 11)"-- GIT-i gApQmA EE SCHEDULSEPARATE GI TO CEEASs `(SEE SCHEDULE ON SHEET 1NV WALL HEADER INSTALLATI 1) XISTING GLASS - l O HV WALL HEADER INSTALLATION Bj HV WALL HEADER INSTALLATION + KEYSTONE f .. —--- NN.SEPARATION TO GLASS EXISTING t(�• (SEE SCHEDULE ON SHEET IIo I 1 t OR `�' MN. SEPARATION TO GLASS I ' `- >�E O1 am I i-(SEE SCHEDULE ON SHECT II) '-11 Hat SAIX fayAwo n s mmA Qj EXISTING I OPTIONAL GIJSS— �� 1 il: i i OPIMNAL rt/4'MR.. O. .:_--- Mw. ii I' E.O.• '� I r © 3 on L7 i.1•J -- - h 2)x+(14, .--- 1/4.0-2D.3/4'Ss HBII `- -- PHILLIPS TRUSS HEAD 1 4A-20.3/4' SS PHILLIPS T MACHINE SCREWS USING __ —.. ` CONCRETE ANCHORS HEAD MACHINE SCREWS ----�-- — - --CONCRETE ANCHORS 1'� 1/4'-20 NUTS O 12'OC ' _ `(SEE SCHEDULE ON W/ 1/4--i0 NUTS a I2•D.C. POURED CONCRETE J (SEE SCHEDULE ON SHEET 13) IRR. OR POURED BLOCK SHEET 13) CONCRETE BLOCK REWIRED w REQUIRED LU) HV WALL SILL INSTALLATION coNrRETE I (SEEEu1H>� S (F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED © HV WALL SILL INSTALLATION NOTE FOR OHNATION OF SECTIONS. INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • C D - EDGE DISTANCE • S� ATIONS OF USE MR ASSEMBLY MOUTING SECTIONS CAN BE COMBINED (SEE SPECIIICATgNS ON SHEETeLADEI aH SI�ET 1B 1•! H V BLADE N ANY WAY TO SLID ANY INSTALIATKMN. I AAA �� LII A / FLORIDA BUILDING CODE(Non High Velocit Hurricone Zone JLE � ''�,\C EN,S`F.,.•%- V2017 TILTECo.Inc. 2011 EASTERN METAL SUPPLY, INC IA HT. 4 ^? Accordion Shutter SystemLEC O�Nr, A S S A KV. aAM,( W1 OR W/O KV. WNDOW auto •7Q`� TICCIT TESTING k ENGINEERING COMPANY American Shutter Systema .N DESCRIPT0N DATE DRAWN eY: LC. _- �''•.. (Q P. ��E1u,w !m.NAG4M c.ADENS. AfiOCIOtIOnH Inc. I OLD 15-085 7/27 t wrt: 07/27/t7 f` P,w,,, (!oe)en-1SSo F,.-.UQS>aT, Isn 4268 Westro0ds Drive 2 DRAWING No • S�OHAL�N 'NII m EB-00069 West POIm Beoch, FL 33407 1 17-107 7-107 •''�••�/I/IAAI ',, WALTER A "W" Jr.P.E. 4 FLORIDA UC/u147 S SHEET P.E. SEAL/SIGNATURE/DATE 6 OF 20 CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) i W`q s� 1 OR �� EXISTING `LSU XMAAl M REQUIRED _ ._ EDC[OF H AIO GLASS---� r_- D.• F Demi \ r4r w .t ,O9 i afar HX 1. AITERNAlf 1' 1 ( EX15'T916 �•EO O� -_� i' _-_ I LOCATON '10.3/4' WASHER HEAD 1 i i �9 11 oR EDGE OF OR i 3/9 tr TEN SC O 12'O.C. // � s ./ CONIC ANCHORS � � -SLAB if (SEE HEDULE ON SHEET 13) E I O APPLICABLE � ._ECCE OF I ,b0 EXISTING E SUB IF R GLASS-- SLAB IFF 1 f/2' I- EDGE OF APPUU'BLE Ask_o. APPLIC78LE E.O. 0. SLAB KE so am(SET HEAD CONCRETE ANCHORS 90 DU C"sal POURED• C RETE D.W— CONCRETE REO SEE SCHEOUIE ON SHEET 16) ON om M FOR 1 0 �ACONCRETE �+ R WED MT HEAD CONCRETE ANCHORS 9uasm�� REWIRED 0. 0. (SEE SCHEDULE ON SHEET 14) I+ 'ALIO LY FOR UP TO +70. -75 PSF A.S.D. 3F HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION PRESSURE RATING a FOR SPANS PER HV CEILING INSTALLATION HEDULE /3• SHEET It _ CONCRETE ANCHORS �_ M Gues SCHEDULE ON �Wo OAA O T--__—.... __�1_ (SEE SHM is 1/s11 nw 9unDDl LWCCN w/ REE sa�u[f_-- I T 6M 4tR it) EXISTING a1lE HI EXISTING-"I 1 I ,OUTING -�-- 6 POWERS I 1/4• GLASS GLASSc«vRn+,) ---� I M R/ rA$�S MN. ANCHORS 6� MAX. O "1 OR 11) H at.FOR LIP TO V-0' NC e OC NOR SPANS LANCER 1 l i 1/4• 1 K-0'AT W 9'-0'MNf AFPI 1 MAX. liW/ltll AT 9L9X1'IASiFNER 1—*1 DYP4 t9R 1K rt 1 a E. • 9EEr a raR LWEGIO 3 B _..._.__�Hwa. 9 q 8 t MIA, 1' TEK SCR r � CONI.9GIANT 1 1 , e 12' C. `L/ t #1140/4- HEXHFAO F`-1 - TEK SCAM 9'0.G /11.3/A SAWS. '1 1 1 1f•••-29.3/•'95 LAX OR 1/4 -2D S.S.N.S. CONCR ANCHORS ' 6 O 3/ •9'0. C. us" O.C6-10 NY19 Y M/NUT•9«O.C. , (SEE S EDULE ONi/2 .. ____I SHEET Q /2 .. WALLCoSIMTI H9N COM?RRVL __ j 7 OR 18 1 1. P.aO.E.OMN. �11\1 OOEaRMRt I•I 1 1 —SUB K � ' %01-3/4DGE 'F.M.SA.AAPPLICABLE`... POURED CMMM CONCRETE,WCHORS SEE NOTE 1 "- E.O. POURED CONCRETE (SEE SCHEDULE ON ON SHEET IPO D RETE 0.SHEET 13(b) I, ' OR CONCRETE BLOCK SHEET 14) L--� s REWIRED OR TE BLOCK oPnmuE O HV WALL FLOOR INSTALLATION L —OVER INSTALLAlrIONSLR,A OF I 6H INSTALLATION CONCRETE waA. tirTEa SPAN 6'-0' RE WIRED j HV RAINGUARD INSTALLATION t elo>F - BE NOTE FOR COMBNATQN OF SECTIO/I5: • E. D - EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET s FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT a SEE LWITATIONS OF USE FOR OR ENTRANCE � � 19 ASSEMBLY INSTALLATION DETAILS W f IHV BLADE ANY WAY TO SUR AM INSTALLATION. CAN BE COMBINEDIN ANY WAY TA A- T '�.��� FLORIDA BUILDING CODE Non Hi,h VelocityHurricane Zone W 17110 1'1 .......EN. ✓ « 02017 TITECO,INC 0 201/ EASTERN METAL SUPPLY, INC. S 9= BERTHAVT. * Yo.S I L ECO 1f1�. ASSA Accordion Shutter System RV. BLADE /1 W/OR W/0 H.V. WINDOW BLADE ` O : TILUT TESTING R ENGINEERING COMPANY American Shutter Systema trif.Ik DESCRIPTION IA7E DRAWN BY: LC. 7/27 1 wTE: 07 27/T Q LLl 6.766 W.W.a6w.>A.w.Sos,vu+OWR.c.Ror7n.na+eA STI Association, Inc. 1 OLD 15-065 1 4268 Westroods Drive i Pl,pr (Sw)s71-133D ro. (30S)a71-1331 CONAL ENG 111 EBul.cwoa.ao� West Palm BEOCh, FL 33407 3 DRAWING No ,11 I 'I'� •i�Il rr.... WALTER A TILUT Jr. P.E. A P.E. SEAL/SIGNATURE/DATE FLORIDA u` /'•167 s SHEET 6 7 OF 20 s Sol NOTES ON LOCKING RODS®.MV LOCKS p. oUT �;' IN /-EXISTWG CA55 INSTALLATIONS W/ 1 HV 111113111AM0AL'°"""E LOCK®°N ' S MADE SICK DETAIL NK Is VALID FOR N.I. BLADE W HV CENTERM TES uNrIERMKXS AMCATKW WrM&ADEo °'®"© OO a'© 10 •®' 2t , OR SEE END WALL CONNECTION 1 ®""©•(3-©•0a -EXISTING GLASS DETAILS ON SHEETS 10 & If— 00 O.O•©aO.O•®a 2'R71t/6•�0'-2 I ®•®a®.®a0•® 3 1/4• 7• -_ 6 1/2• _-_ - _ _ _ '• -_ (6063-Ta A%41'10 LLOY)AL1W. ANµe/2 %4 CONCRETE I '�• a®•® R S (fOP/6CONCR 44 /1pJ/4•AMS.• /Y M .TO PARATpN (4H10111/2•sAE.s ro IYBE Q _ i W/ HV LOCK or L ` TAPCON S * ON SMEEt 11 AT EACH N101E.11»)� � FtAI FIN-] ( IN EE i 5 * N OUTHYR ® . 1HVC HVAa a a p w r POUR OI CRETE OR EXISTING CLASS I C ETE BLOCK WALL 6 7 46 . 7 I a a tEe _�RISTING '®°A 0'®°�©•®a� ( _ - - - - - - - - g . 7 .0- 6 • 7 •®u YIN. SEPARATION I! LASS g •®a®•®a1®•® 'E.-T. CENTERMATES IN ®•�®a©•`®/app •®a To CUSS 5 _J CLASS �u -v q�q,* �T � (SEE SCHEDULE -r- -+- - _ - HV--LOCK (INTERIOR) ®• a®•®a�.® ON SHEET 11) i MIN. SEPARATION\ ® . ® a 'T GLASS ONESHEET�) I N (PiT RpR) -- IN ---- - - - OUT - --:- ------- - ---- -----� CONCRETE ANCHORS O 16' O.C. ' ® °• * 3 VARIES r. * . ® OUT 6-1/2- MAX. SLACK OU T (EXTERIOR) ha H V F** HVD 11'EEI4AAArAAiiv,�yl FLORIDA BUILDING CODE Non H h Velocity H,rricone Zone � 02017 TLTECO•INC. C 2017 EASTERN MEIAL SUPPLY, INC. .;'�\CENSE•• i TM - A S S A Accordion Shutter System . . . ■ Kv. aAOE Al W/CR W/o KV. W DDW BODE • * TIWT TESTING t ENGINEERING COMPANY American Shutter Systema V. 01scarrlON DATE DRA BY LC. �,••.`/ ;• 111 5335 N.r.36m.SL.Y..304 1wwA wrooa.FLa1w 331 AeeOCtattOn, Inc. 1 OLD i5-OB5 7/27/1 DAM. 07/27/17 / Ph— (305)071-1330.I.:(305)a71 1531 4268 Westroods Drive 3 DRAWING No s/ONALEo•1\' 4 ; West Palm Beach, FL 33407 3 17-107 ' NALTER A TOUT i.P.0 4 ,�rF•' FLORIDA Lx.0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV U111 LOCKE85 WZ j1) HV D eeF EMO ECTION DETALLS ON SHEETS 10 ! 1s INSTALLATION In HV BLADE ouT IN '`f "�'"" ,,,,E0w4K mux t,,r.""0 ON S-w 4 W/ HD CENTERMATES AS.LLL AS,IrPVLles4L nrlsT6a aar< oLYNL Npa-Nw. o-©•O- •®- P6>-Cam aN 71K SKl7,WY K VftD 1MN,Ne KIERWL DETAILS ON SHEETS10 ! B '�• � I 1 4'srs.• t 3 �--------- - - - (DPI1owu (,,,,awl I ---------'. - •---•---- astr q pN1o.�S�.r I g. , IN ---- 3 --� Y EAa*.ac(IY►) c nu uwrt. s I N (4)N.v. (4)N.v. I SI(rEw6N I ©0 HV "T" P.Is(T7P.) PMS(7r►) 10 OWN S 3 LOCK (INSIDE) 1 _ (M WWII" 1 — — — ----------- 01 7r �. 5 2 t lk or OUT 31 af�2 31 a® 31 a \.(3900"'I (2 1/4" e-20 x 1 1/2" S.S.M.S. `--�-- (Opfwo W *SEE NOTE 6 FOR WLau®• t W/ 7/8"/ x 3/32" WINGNUT. tom)HDB-HVB OuT HDC-HVC T L'".OM SNEEY ©0 s HV "T' LOCK (OUTSIDE)- ® SYMMETRICAL HD CENTERMATE SYMMETRICAL HD CENTERMATES Q* W/ Q� LOCK (EXTERIOR) W/ & LOCK TERIOR) f WAS 6.4.4LUMww1 (7011-T3#ALM)LNIGE nANM TIM r�r©•OrOo®•®- SHMILLJIsar1.PMI/0.70. AS 1w.JfACTURM ST YOU CHUM •®'�®•�©'®- TEXIOML PARWK*.N(*JUMV ©•O.1fj1-©(�-•O•®- 7054 O*CCA Y aa!! a . —m t,a b1a u1 1Do.o rxn®.w®laon oN /��.. tt uwvtw now1w KADCO DRY.40-"* I wn rw ru aN1o`rrzs.Pnr�ros.nN rnor O HDD—HVD** FLOATING STACK I7j1, Efl,AA- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone •••' o2on rraeo.INC. C2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM ICE • ✓� �' 4 A.S■S■A■ Accordion Shutter System HV. RAI /1 W/OR W/0 KV. WKM BLADE / TIWT TESTING k ENGINEERING COMPANY American Shutter System? KV.IN DESOMPTION DATE w: LC. CP . 0 L ..4Q Al &M N.*.366.SL..SW 305,VVX~GANDO4 naa 331 Astoclatlon, Inc. 1 OLD 15-085 7/27/1 011TU 07/27/17 Pew,.:(3os)•71-1530.I=:(305)671-1531 4268 Westroods Drive 7 /ONAL ENG\j1I'T "ce oDD6icaO o COm West Palm Beach, FL 33407 3 DRAWING;O°7 • •••.•• I *&MR A TkLn Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLaDDA�.11 44167 s SHEET 6 9 or 20 POURED CONCRETEPOURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR r.011CRElE �- OR CONCRETE LOCK WALL REQUIRED / OR CONCRETE '---- --- -- CONCRETE BLOCK WALL BLOCK WALL REOt11RED - � BRED -----— ---/ BLOCK WALL RfOIXRED REOUIRED EXISTING GLASS -EXISTING GLASS CONCRETE ANCHOR- .-EXISTING GLASS MIN.SEPrN-0 -�-- -j 2•MNL. .XISTING GLASS O 18'O.C. 1 - L/ •�--2•MIN. TO CLASS(�ON_ � T ri- ,- -�-� MIN, SDVMTXDN MIN.I EO EQ TO CLAS(SEE(SEE II KIN MIN SEPAIIATIOY SCHEDULE O'X m SpfpAE ON SHEET To wss(SEEI HTO GLASS(SEE ED LE ONSHE SCHEDULE ON SHEET 1/16'.7-MAX ON SHEET 19-OR 11 FOR BADE(E)AND (6067- T. mtr ON SHEET 19 AND 1/2- I, -11 FOR GLADE mN0 (LOCATE ON 9tFT 19 FOR _ /p1 ETTH R SIDE BLADES tr PLATE. ((LOCATE 1/2 BJOESmtr T_.—� 1 SAMS IDtr(� �.) �� AT EITHER M14 V t/2- OF I 4,USE I-OR 2•MAX. T /10.1/2-S.M.S. I ( ----- (AS APPUCA8 E).2•.1/8•.0 /10.1/2-S.Y.S_�' --_ Al 16.O.C. / -_�•--_' ALUMINUM CUP ANGLE O 16"O.C. --� '� (8067-T6 ALLOY)AT MIONEICHT (1) S7 TOptr (2)I/4-0 TAPCOTs ANcnoas to SFE DETAIL X i WALL AT 1.O.C. (LOCATE AT \J (,�() `t'•ap� SIDE CONNECTI OR Ql�' E'TM�T Of `'"OR v SIDE CONNEDETAIL CTION910"OR ro TRAc -Q-6. 7-6 SEE DETAIL X F O O SIDE CONNECTION w6 7- •®• 10 TRACKS �•®-0.0-©•Q- TO TRACKS �•®w©.®w©.Q- . a w w6 7-! 1 •®• ®- --0.07 ©-0 0.0- © 0 ®-©•0 ©•O 0-0•0 0- 0-@_0 ®-© ©- Q.(0-©.®-0.0- 0-0--©•®-©•©- 0.0-Q•®-© ©- O•®-®•®-0.0-0.0 &0-0.0-0.0-0.O ®•®-®•0-0. 60,®-® ®-® ®- END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 1 END CONNECTION DETAIL 2Q O O ♦ REOUMIED ONLY FOR SPANS GREATER THAN 12' O• OR /- (Q�. CONCRETE BLOCK WALL EXISTING -EXISTING C1A55 REQUIRED - �GLASS _i W SEPARATION /10.1/2'S.M. TO GLASS(SEF O 16.O.C. ' TX1N Y ------ -=-_ SHEET D/ --- =_= r ©OR®�(3� 11 _� ANl CONCRETE 1/2•YIN. TSCIHS)l�ON _______.-__ _ --____ ___ CONCRETE BIADES mtr® ANCHOR.o S ON�SHM 12 --11 FOR BLADE AND ©oR®oR�OR� J ANCNOR� I EO O ----- OR(g O OC. _ 1/2 MN. -- - �,-J r _ _ 4 i --- - _--1 1 -'�- Y IN 2 IN----- E- EQ OR�o� - - ♦ SEE AT5 Or USE rOR � ����W IBLADE i KX1ON SHEET 19 ©OR�(qOR0OR0 STEW I 5 OR 6_ PLAN O-®•®- DETAIL X �:- POURED CONCRETE OR I OR �' -Q-©•O- -0.0 T-�•®w©.O7�i.©,© END INSTALLATION - CONCRETE BLOCK WALL 1�•®-©•®- Q- \_-@-Q)-0_@_0-@_ REQUIRED 1 HV BLADE OR 46 HV WINDOW BLADE INTO _©O 0-© 7 CONCRETE OR CONCRETE BLOCK WALL. &0-0.0-9•® FND GONNEGTION DETAIL50 60 ®-® ®- •0- N g� FLORIDA BUILDING CODE Mon High Velocity Hurricane tone ,LT 02017 nrzc 02017 EASTERN METAL SUPPLY, INC .•JCENSF .. 9: BERTHAHVTM / A S S A Accordion Shutter System Kv I L E C O 1 w c. . . . . . acne�, w/CR W/O KV. NiNDl71N aADE 'o: �Rr�yy,//�(`/ t* • 01 American Shutter Systems otlwTMr o+x 9RARN ar L.c. 9 L, �rF►CT1Y p. TILUT TESTING t ENGINEERING COMPANY 0 •<y �� 6»!N.r.7«w°..M.. s,vow aM6°q.Rplw ane AB>tOC1011I011� (110. 1 OLD 15-085 7 7/1 DAtt: 07 27/17 PvK-:(]0571-few,ra:(J66)s71-1sJ1 4268 Wastroads Drive 2 DRAWING No \ 11 _.I; IEIKMO-.COED West Palm Beach, FL 33407 7 ' • S'ONAL t:N11 E9-000s719 17-107 • '. eN N WILIER A TLUT k.P.E. •IIIb•• ►LOROA Lk.1 44167 s SHEET P.E. SEAL/SIGNATURE/DATE ° 10 OF 20 SCHEDULE /1 SCHEDULE 42 SCHEDULE /3 MAXIMUM SHUTTER SPAN 'L+' OR -L-' MAXIMUM SHUTTER SPAN* 'L+• AXIMUM SHUTTER SPAN*"L+" (ft.) FOR INSTALLATIONS W/ I- OR -L-- (ft.) FOR R •L-- (ft.) INSTALLATIONS INSTALLATION LEGEND r=ENTERMATES. © h or (')j1 or ® INSTALLATIONS W/ yy CONCRETE h LOCK ® Or ® or or W1 OPPOSING MANSORY W000 ()) L+: A.S.0,IM ALLOWABLE SPAN FOR . GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or WV/ ONE HV LOCKS POSITIVE A.SA. DESIGN PRESSURE RATING. CENTERMA 28 2r W/ ONE w/ NO LOCKING RODS ® OR w/ NO LOCKING WALL A. B. C. D. E. M, N. 0, P. 0, tis: DESIGN PPREESSSURERATIN A GIVEN NEGATIVE ® ODS MOUNTINC F. K k L R. S. h V. tol- LOCK 30 W/TWO LOOK NG (SEE NOTES t.tt) hwD FOR MOUNTING© (2) PROCEDURE To DETERMINE MAXIMUM SPAN FOR RODS 35 TOP k BOTTOM WEE SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U. W k X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: COMENP91 11000)INSTALLATIONS 0 CONCRETE Q WOOD CONCRETE MOUNTING & M Wa•� •sn�oc 1 w m INSTALLATIONS 0 Des" SID A POSITIVE A.S.D. DESIGN PRESSURE RATING, 400aa �u1Ac WAu MOUNTING P11t114nE DETERMINE MAXIMUM SPIN "L+"FROM SCHEDULE FRO5111K WALL MOUNTING iL00R/CEILING Flop/COLING MoJMING rang MOUNTING K-TM • (WAG"0 DR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. FLOOR / ' C.4n-) FLOOR MOLIN114" - DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. L• Ul t- (it) Lf L- L N GU 1- l♦ (N L-(N 7N- SHUTTER SPAN 7+'OR "L FOR 30 OR LES 18'-0" 16'-0' 18-0' 10-0' 30 16'-0' 16•-0' 30 15'-0" 16'-O' ATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 35 14'-f0' 14'-10' 15'-2• 16'-0' 35 )4'-10• 14'-10' SS 1S'-2' ,8'-10' . AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L 40 13•-10" 13'-10' 14'-2' 15'-2- 40 13•-10' 13'-10• 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1 13'-I' 13'-4- 14'-3• 45 13'-1• 13'-1" 45 13'-4' 14'-3' t HV CORNER CENTERMATE 13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-S' - -5' 12'-5- 50 12'-3' 13'-t' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 50 1 '- W/KOOR/CEILING MOUNTINGS:I1•-10" 11'-10• 12'-1' 12•'11" 55 11'-f0- I1- SS 11•-1- 11-11' SMALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 1' 60 l V-4' 1 -4' I1'-7• 12'-4" 60 1 t•-4' 11'-4' 6o 10'-2• 10'-I I' NOTE /5. SHEET 5. RATING, 65 101-10" 10'-10" )I'-1' I1'-11' 65 10•-10' 65 9'-5' f0'-1' DETERMINE: 70b+-10'-6' 10'-6' 70 6•-9' 9-4' +. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LZ+- MAX. SPAN FOR FLOOR/CER3NG MOUNTING 75 10'-1' 10'-1• f0'-4' I1'-1' 75 lo'-1' 10'-Y 7S - 8'-9' 1't EXCEPT THAT IU%IMIIM SHUTTER INSTALLATIONS. 80 9•-)O' 9'-10' 1 10'-0' ,O'-9" BO W-10' 9'-lo" SPAN 'L+'OR -L-'AND MAXIMUM A.S.D. OESWG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 1 9'-9' 10'-5• 85 9'-6' 9'-6• PRESSURE f4LTING FOR INSTAUATIONS INTO CONCRETE RATING: OR CONCRETE BLOCK SHALL BE LISTED AS FOLLOWS- 90 9•-3' 9'-3' 9'-S" 10'-1' 90 9'-3' 9'-3• DETERMINE: 95 9'-0- ' 9'-2• 9'-10• 95 9'-0• W-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX. SPAN FOR WALL MOUNTING INSTALLAT10N5 100 8'-9' 8'-4" 9•-0' 9'-7' 100 8'-9• 8'-4' LIMITED TO +64,-72 D.s.f. AND W-0" SPAN. SEE L2 • MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING©ON SHEET 7. INSTALLATIONS. 105 8'-7• 7'-11' 8'-9- 9'-4' 105 110 6'-4' 7'-7' 8'-7' 9•-2" 110 8'-4- 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 e'-2- r-3• 8•-4• B'-11' 115 8'-2' 74-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+ 'Ls+'' 11-•AND t3-• 120 8'-o- 6'-11• 8'-2- 8'-9• 120 8'-0" 6'-11* (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 le'-I 6'-8' W-0- 8'-S' 125 7-10- 6'-8- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 6'-S' 7•-to• W-1' 130 7'-6' 6'-s• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 6'-2' T-9• T-9- 135 7,-Y 6'-2" WIND ZONE SPACING. 140 s-1,• r-Y r-6• 140 r-5• 5'-n• ASTM E-1996 SEPARATION 145 V-9- r-5' 7-3• 145 r-3• 51-9- TO GLASS 150 5•-7- r-4- 7'-0' 150 7'-2' Y-7- 155 5•-5" r-2' 6'-9' 155 7'-0• 5'-5' 1 THRU 3 1" 160 V-2' r-1• 6'-7' 160 W-11" V-2' 165 6'-t0' S'-1" 7'-0• 6'-4' 185 8'-10- 170 6'-9' 4'-11• 6'-11' 6'-2' 170 6'-9' 175 6'-7' 4-9' 6'-9• 6'-0' 175 6'-7• ,BD 6'-6' 4'-6- 6-8' S'-10' — Igo 6'-6• 4'-6' 10 H V BLADE 185 w-5' 4'-8' 6'-Y S'-8" 185 6'-5' 4'-6' 190 6'-4' 4'-5' 6'-6' 5•-6" 190 W-4' 4'-5' 195 6'-3' 4'-3' 6'-5' S'-5' 195 8'-3' 200 6'-2' 4'-2' 6'-4• 5'-3' 200 6'-2- 4'-1• 6'-3' S'-1' 205 6'-t' V ���� 205 6-1 FLOW BUILDING CODE Mon High Yelocil Hurricane Zone '��Q\• •""••• ✓' C2017 TLTECO. INC 01017 EASTERN METAL SUPPLY, INC. �GENSF •._� 11• BERTHA I- M A■S.S.A. Accordion Shutter System * * H.V. BLADE /1 W/OR W/0 KV. WINDOW BLADE t� TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems n. ,E ,n„1 wn OnAWN NIY rxv. G. r 4355 N.W.340..1.,1X4.306,ATONIA 4An0as,F1.01"33161Association, Inc. I OLD )s-085 7/27/1 DATE: 07/27/17 4 Pt—,(305)071-1530.Fo•:(305)071-1531 4268 Weslroods Drive 3DRAWING No ANAL \ 1X •""05 MbCM4M.Cpn West Polm Beach, FL 33407 s N 4-06004 .S/ E" .1 WALTER AX.0 TT Jr. ►.E. 4 17-107 P.E. SEAL/S1GF PURE/DATE naRCA Lk /N167 5 SHEET 6 11 OF 20 i O . l� aeoacv3acoaoe000aoovaooaooc00000a000va00000000a00000000 e�aaa�aooaa©Boacooeaaoaooaoov©000aaoa0000a000vv0000000a eaaacaaaa�ao�oa�aaaao��aaaoaav0000v000a00000voa0000000000 - aaaa�aaa�aac�aea�a000aaaaaaB�aaaoac�aaoava©aveoava000aoo caaacaaaaaaa�aaa�aaa�aoeaaaoaa©caaaB�aecaaaaaaoaaaocae�o . - caacccacaaacaaaccaaaaccc�c®a�aoeacao�a�c®aa�caac�aoc�ac® ocaacaaacaaacaaaacccccacaaaaacaaaaaaccaaaoaaaaaeaaaoeoa�o CC caacccccccaccacccaccaaaccaaocaaccccccccccccocoocaoacaaac R ElBOBC08o0011110109o0o0ao00000110000ao009G000aaa0o00000000 BocoaBoccac000c000000a00000000000000000000a0000000a000000 - coocaoccBoo��oaeooa000aa0000aooaoaooaoa000000a0000000000 •��a�aQacocc�ccaBaacBaoo�oa®oeoa00000a000aoosooaa00000000000 - acccaaca0000r�oaa�:c©�.:�aacaao400aooaoa0000000aoa00000000 R � - 880A9aBB8@88E�BE39►�8i38G18E1908flai39►�BOBBBBBCB0000000000000000 ' o ��@@B8@0888806@e@@E0A8BBBB80®BB@�8a8B07@©03AaB8@BBOo0a00a0 ..' � - AB86999699889889�898666a899988B�8�B®8@BC89�B90�B99A,809 - l�aac00000aooa00000aooaa0000aaoa00000000aooaoaoaooaoaooaaoo - - cccco�oaaaaaooac0000000000000aacooa000a000000aa0000aoaoo 8 aaccaa0000000aocooacoa000000a00000a000000a000000000a0000 w ocooaacoaacooaa©c00000a000aaaoa000caaa000000000aoaoaoo - F:©acaaoccaoco��oacaoB000a00000a00000000000aoa0000000aoo� �aBB8a8B6BB8AB90B0B88�@©9a9B00090oCO00a00oG00009000000000 . - @@@@A@8@8A@@88868@88988@BA�87@�8@899�BBBB80C�8aa0000l000 '= -�9989998899969899969989990966�899�0��198QQ99�B09a�B908�99�r � ;, ��€]9000BBBCBCCBOCBBODOo0o000000000000000000000000000000000�C � �= _ _ r ,ecaaoaacccoaoaoecaooaooa000a000aa00000a00000000aaooa000a�� . F,BcacccoaacacaoocoaooaaoBa000c00000000000aooaoaa000aooaoo� - ! �' '; : - cooacccaaocooccooaac000ccc�o'oocoaooa000a0000000a0000000 �� ..� - caccc000aoaoaoccooccoaaoaooaaaca000cooa000000000aooaaoao , - 88@8889886@AABBB88B98BB089B88B889968B80a0000000a00000000 ' 8@08080@000@0806@B@@@@@A@@888@BB80@808@888@@888800o0oo0G - � �99899999999699999999999899999999999999999999999999999999 ��o coocccac000©ooa00000000000000000a0000000aoaa000a000aoaao .. eac000cc000ao��oaaooa000aooa00000daooa000a00000a00000aaoo . - �ccaaoa0000ccoco�oao�©caooa000000000000aoaooa00000aoa000 • �� o�acaaococoaoaoococooaaoc�aaa�ooaaa00000a00000000000000ao ©acacaaocaacoaaaaasacaaaoacooaacc0000000a000aooa000000000 - 8B@9880BBBBBE�BE�8E�8E�@1�81�88889E�9@�8888900060000000000000000 o � - A8@688000@80888@0@ABE800@8@080@0060888888@@8880@00000009 " - 99990988989699899999999998999999998999999999999999999998 �cccoaa00000000aoaoaooa000000a000aaa000a0000000000a000000 e aaooa000�©oac000000aa0000000000a000a0000000a000000000000 • Bccoaaaooco�oB©ooaaa�aaoa000cooa000a0000a000a00000000000c = - 'aocacooacaccaaoac©���ccaaoa�Ba0000000000aoa0000000aoaoo oaaoaaacoaaacccooacocccBoaoaocaaoaa00000aoaacoa0000a00000 : - aBBBABB80B8AAA@9809A88AAa8BAB08C0�CBBB�B0000000900000000 o ��8@88B8A8888A889088888B80A888888088@86@00@88088��00000000 �9898986699999899899099899999999996969869999999999BB99996 MAXIMUM ANCHOR" SPACINCZ -LE FOR A MEN MAX. SHUTrEFt SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE M01MIa1GSS E.G.t H ON SHEETS 6 e 7) 1.ANCHOR!TO SUBSTRATE SWILL BE AS FOLLOWS: POUm KM POURED,OONCJEII (A) TO EXISTING POURED CONCRETE (Min. H'c - 3 Mai) (g)WALL SILL MOUNTING ©CEILING MOUNTING NO FLOOR MOUNTING - 1/4Y TAPCON OR TAPCON IBTH ADVANCED THREADFORM TECHNOLOGY ANCHORS.As MANUFACTURED BY I.T.W.81ALDEx. (Min. N'c - 3 W) - 1/4'0 13/4'ALL POINTS SOLID-SET ANCHORS.AS DtgrPWUTED BY ALL POINTS!CREW.BOLT k SPECIALTY COMPANY. (Min. rc - 3 NY) s/Aw _ ®OI - 1/4-0 BIDE TAP CONCRETE ANCHORS W/CAP As MANUFACTURED BY AM"FASTENERS DIRECT.HC.(Min. Fc - 2 tyi) <N _ ---- - -- - -- - - - - - rAPcoi+ OR �o w e0 75 Ip 120 16o ao w 60 75 90 120 160 los 30 40 60 75 90 120,60 HOS TAPCON WIN ADVANCED - 1/IY 1APPER4 ANCHORS AS►ANUFACTIRED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT A SPECIALTY ,4 , • 14 , t is , • 0 rHRFADFORM 1EGHOl(1GY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCATN(N,INC. 3'-0' 14 II t0 9 0 a o a 14 I7 10 a a a • • 14 12 10 9 a a a 8 All F01HIT3 sap_SET (YIN. r0 - 3 k{i) OR LESS ,i-12 +0 • 6 a 6 6 14 t7 10 9 • a • e f• 12 10 0 6 8 6 -0 BLUE TAP W/CAP NOTES: 1♦ 12 10 9 a 8 6 7 14 12 10 9 e 0 6 e 14 11 10 • • e 6 6 AI)MINIMUM EMBEDMENT MID POURED CONCRETE OF TAPCON OR TAPCON WITH AND N ADVANCED tHRIEADFORN TECHNOLOGY ANCHORS TOPPER+ 24 12 ,0 9 0 7 s5 3.3 t• 12 10 9 6 8 6 6 ,• 12 1 f a e e S TAPPER+ ANCHORS tS 1 3/4',AID FOR BLUE TAP W/CAP ANCHORS 15 1 1/2'. /'-0' 1i_ +2 10 9 a a • a 14 12 10 9 e 6 e 6 14 12 to 9 a 4 e 85 ii t2 10 9 • • • • 14 12 10 9 8 e a •5 t♦ t2 f0 9 8 • • J.S ALNIM 2)MINIMUM EMBEDMENT OF 1/4.9 A 3/4'ALL POWs SOLID-SET ANCHORS SHALL 8E 7/8'MM THE POURED CONCRETE. NO EMBEDMENT 14 12 f0 e a 6 f 4.5 1♦ 12 10 • • a 6 SS 1• 12 10 • 6 8 e 4.S 1Nr0 STUCCO SHALL BE RETAINED. 1/4'6-20 S.S. MAC/!E SCREW USED SHAWL BE 1 1/2'LONG MINIMUM SHIN KILD STUCCO 14 12 f • 7.s !b 1 - I4 12 10 9 a e 6 s I♦ 12 to 9 s 1 S.3 ♦ •SEE-a--a,M Fa EXIST.AO 1'AII•RUM FOR WALLS WTN NO STUCCO. 3'-O' 1♦ 12 f0 • s e a f 14 12 t0 • a a a 5.5 14 12 to 9 e 6 f 45 e1AOE ON SmW 1M t♦ t2 t0 9 8 7 4 - 14 12 10 i • a a5_111!. 14 12 10 11 65 S 35 3 AL3)IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EMSTI NC Wµ1 OR FLOOR. is 12 f0 • 8 7.5 4.5 - 14 12 10 • 8 e 6 4.5 14 12 f0 9 8 6 ♦.5 .75 ANGIORS SHlµl BE LONG ENOUON TO REACH THE►MIN SIRUCTWE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 /2 9 75 e.i 4b - - 14 12 10 9 0 173 15.3 1 4 14 12 10 9 0 f 45 15 NOTES At k AL2)ABOVE. FOR RISULIATIONS ON VINYL SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 1• 12 10 9 • e e - I♦ 12 10 • • 8 0 ! 14 12 10 9 • fb S l.5 INSTALLATION IWO EFS WITH METAL STUDS SEE SHEET 20. 14 12 f0 9 75 5.5 3 - 14 12 10 ei 7 S5 4 3 14 t2 • 6.3 15 4 3 - 1♦ 12 10 9 a 6 - - 14 12 10 9 8 6.5 S 14 12 10 e.S 6 5 4 - (B) 1- EXISTING CONCRETE BLOCK:(IANC C-90) 3 - - 14 12 10 9 a 65 4.3 3.5 14 12 10 • 7 S 3.5 7 - 1/1'I TAPCON OR TAPCON WITH ADVANCED 710EAOFORM rECHOLOCY ANCHORS.AS MANUFACTURED BY I.T.W. BIALOEx. +4 ,: t0 0 • a - - ,• tt 10 • • 7 ! s 11 12 f0 f 7b ab • ] - 1/4'6•3/4'ALL POINTS sOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT t SPECIALTY COMPANY. 1• /2a.i 4 - - 1♦ f2 9 75 6 -i5 ]5 - ti lu 7 S.s •5 3.5 - - - 1/♦•6 BIDE TAP CONCRETE ANCHORS W/CAP AS MMAIUfAOTIeED B1'RORDA FAST ERS DIRECT. INC. 14 t2 t0 e.s 7 4 - - 14 12 10 f 75 S.S 4 - is t2 9 . 7.5 ♦5 - - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRSUTEO BY ALL POINTS SCREW, BOLT A SPECIALTY 14 11 7 53 45 - - t♦ 12 /0 0 73 35 ♦ - f♦ 12 7 f 1.3 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE ANNCIOCAN SHUTTER sYSTEAS ASSOCArHON•RIC. 14 12 10 9 8 0.S = - 11 11 10 • 6 f ♦ - 14 t 10 f5 S !-5 = NOTES 14 12 83 7 55 3 - 14 17 a 63 55 4 3 - 2.5 9 S 4 J 8.1)W40AN EI EIEOMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP w/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCON 14 12 9.5173 f - t♦ 12 95 8 6b S - - 14 12 • 6 65 4 - - WON ADVANCED THRFADFORM TECHNOLOGY ANGORS Is 1'. 13 •' - - 14 12 10 8 65 3 - - L4 12 8 a.3 ! 4 - f• 12 10 9 • - - - is 12 10 • 7.5 45 - - 14 12 85 7 5.! 4 - - 8.2)MOIeAl11 EIMBEDIIENT OF t/{Y■3/4'ALL POINT SOLD-SET ANCHORS SHALL BE ENIBIEIY EMBEDDED INTO ME CONCRETE BLOCK.HO 9.-0. 14 f5 75 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 !3 45 35 - - EMMBEDIIEUNI INTO STUCCO SHIAIl BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 I/2'LONG MINIMUM SHOULD 510000 14 12 8 a.5 ♦3 - 14 12 93 7 55 4 - - I O.5 7 i! f •3 - - EXIST.AND 1'MINWM FOR WALLS WIN NO STUCCO. 15 W SS 4 14 12 9 a 4.3 - 14 1 4.3 3.5 - [2- N 17 /0 9 7.5 - - - 14 12 10 • 6.3 3 - - 14 1 e S 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND oN THE EXMTL%Wµ1 OR FLOOR, 14 10. 7 S &5 - - - 13 95 65 5 4 3 - - t0 7.3 _ 4 3 - - - ANCHORS SNNALL BE LONG ENOUGH TO REAGIN THE MAIN STRUCTURE 00110 SAID WALL FISHES.ANCHORAGE SMALL BE AS INDICATED ON 14 It 7.5 S.S - - - - 14 15 9 e S 4 - - 25 9.3 6 ! • 4 - - NOTES B.1)A 8.2)ABOVE FOR NSTALLATKM ON VINYL MING OR EIFS WITH OR WiTtOUT METAL STUDS CONSULT THIS ENGINEER 0.S 8 S - 14 12 6 6.3 55 ♦ - - 13 10 a.5 3 4 3 - - FOR INSTALLATION INTO EES WITH METAL STUDS SEE SHEET 20. 1♦ 12 t0 - - - - - 14 12 9 7 f 43 - - 14 05 7 3.5 45 ].5 07 - 1 - - 12 9 a sb 4 J - - 9 7 4b J5 ] (C) ANCHORS SHALL BE NNSTALLEO FOLIAWYO ML Oi TINE RECOMMENMTIONS AND SPECIFIGAiIONS OF iNE ANOIORY MIANUFACTUREA. 10 - - 14 Ob 7 6.5 4.5 - - - I.S 85 35 •5 75 - - •.S 7 - - 14 15 77 • ! - - - 17 . f 4.3 4 - (0) SEE SCHEDULE BELOW FON EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 - - +• 72 a 6! S-S - - - 13 10 6.3 5 4 - - - EDGE DISTANCE VERSUS SPACMG SCHEDULE FOR ANCHORS: 1.5 85 11 8 18 1 3.5 - - - a 4 4 3 MAIIMUM ANCHOR SPACINGS ARE VALID FOR EDGE O4TAHNCES INDICATED BELOW FOR E D LESS THAN THE INDICATED,REDUCE ANCHOR SPACING J5 9.! - - 13 0 0.5 5 • - - - a5 a 9 ♦ - - . - REDUCED SPACING OBTAINEDDUSION ING FACTOR SCHEDULE SHALL NOT BE LESS CT AH MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 1• OS 7 s6 ♦b - - tl 0.3 15 13 - - - IS-0. 14 ti - - - _ _ - i4 15 75 a s _ _ - 32 • 6 43 4 - - - FACTOR - - - 10 71 S 4 3 - 75 5.5 4 3 ACTUAL 2.!0.S -M - - - - 12 9 6 4.5 4 - - - 9.5 7 S ♦ - - - - EDGE TAPCON H EADFORM TECHNOLOGY ALL POUT SOLID SET BLUE TAP W/CAP , - - - 13 •- OL 5 S - - - - 0-3 5 5 4 - - - DICTANCE 14 12 - - - - - - 11 05 7 5.5 - - _ _ 11 6.5 03 45 - - - _ E.D. WN. SPACING - 3' MIN. SPACING 3' MIK SPACING- 3 1/Y MIN. SPACING 3' 3 3/4- 4' 14'-0' 10 7.3 _ _ _ - _ _ • 7 1! ]5 _ _ _ _ 1 S 35 3 - _ _ _ CONCRETE LRED CONCRETE�IA IWO WKREIE w1wo:&= SBL A CONCRETEK CONCRETE a POLKD COgCR OOOER 1100( 13 a - - 11 8 55 4.5 - - - 9 6.6 43 - - - - - W E0.•Y W E.D.•31/Y WED•21/2' W •31 W DIT CK W EA.31/7 r-0.a 21/2' 12 1 ; 4 - - - - - 3lo so .o -le ._1-.0 0.84 1.0s o - - - - - a BLADE WORKING 067 l.o4 13'-0 - e a5 - - - - - 2 1/2 0.81 1.0 , - _ _ _ IN UNISON - - t0 - - - - . 0.51 _ - 13 _ _ _ _ _ 9 4.6 0.81 0.43 a a • a ♦s 3 _ 1 1 2' 0.33 - 035 - •. _14 - - - - - - 9s 7 s - - - - - e a 4 FLORIDA BUILDING CODE(Non High Veiocity Norricone fOne, 41111 PAZ � I'L. 02017 TLAIC C. O2C17 EASTERN METAL SUPPLY. INC NkY \XE BEI I L E C O ENS. A■S.S.A. EUVAccordion Shutter System y . . BADE#1 W/OR W/0 H.V. WNDOW HALIDE TIWT TESTING k ENGINEERING COMPANY American $hYHsf Systems DESCIN,,,o„ DATE DRAWN Lc % • 4313 NW.7•I.K.tt1•,305.Wt01AA oMWON4 rtow4 33U Association, Inc. 1 OLD 15-083 7/27/1 OAIE: 07/27/17 O A�0 4268 Westroods Drive 2 A; Pnpr:(ws)en-ISJo.F..:(306)071-roe DRAWING No .... 'f� 1AN+ •-®0 06/97 e� West Palm Beach, FL 33407 3 V,O•,....••�G�� I, WALTER A TRUT x.P.E. 4 17-107 P.E. �F NaTtTA/DATE FIORDS U. 4"67 5 SHEET 6 13 OF 20 y 6E�E�E�666866BaE�E9E�66E�E�69a89666E9668E�E�99E�99E�E�E�99E�aE�E�E�899E�E3E�6 - - o BE�BEE�E�E�EBE�BEBBE�BBBBE:BE�E3BE�B(�E13E�BEBBE�BE3E�BE�E�BBBE�BE�E�E�BE:E3E�BE�E OaaaaaaOGGQCGGGGQGGGGGGQGDG�GGGGQGG�GGGQGGGGQQQCGG00GGQC - " ;. aa0aaaoaaaaa000CQGGGGCQCQQGCGGGGQQQCQQQGQQCCQQQCCQCCQGGCE3. E : - aaaaaaaaaaaaaaaaaaaaGQQCQQGGGOQCQGQGGQQQGOQCQGQCGCCCQGGC ; - aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaQQGGQQQQQQQCQQQQQQQGCCQC ooaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�aCDGGGCCQQCGGQOGQQOGC ; - � ®GB@QCE�GBB�BQOddBCB�BOB@BBBBB�BBBBBBBB@8@888@BBBBBBBBBBEr - - E�DEcQBB000Q@C©OGBG@COOE�GGO8dE3Q@�E�GBB@RBBB@@B@B@@@B@@BBB@ SDE:LODGE?CDQC6©QGQGBG90CGG@0C0D®@®QdDO@@E�E�G@�@ESB@8B@@@@@@ - ; :s aaccaaccaaaa�DBGaDQE�C©DQD©QC�QG©GQQflDDG@GQQE�Q©RBBB©8@888@ - . _ aOCaaaDCaOLCaa©@aaG@aDacoDQEr88B000G@DE�GBL�GQ@QQBGE�GBE�BdBErE3. : _ aaaaaaaaaaaaaaDaaaDaaaL�Daa@E;aac@�OBDOD000OGOGE�BDBQ66E�B� - aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa©DaaaE��D©oo©aco©Ce�c©� - . �� aaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaoaaDoaa�Daaccaa�GQE�� ,�► aoCOCOCCvoCCQOC0000CovCooCC0000CC0000CooCooCCC000CCC000CE� . . . _ ��oC®CCC�CCCCCCooCCCCCCCCCCo:acCCCo�:a000CCCC000CCCCCCaCCo� ° - �o©Qac�cQoo©Qc�QeoaMCNINE1110CIIIIIIIINCIcgill gill gill a.. �aCaaDCaveoDaoCeQaC©3000QOGuLQQC80D�COCOCCCCCCCCCCCCCCCa© IV .� aacaaaoaaacaaDoaa�CaocCDGEjC©oGocQ�CE:o©oECCCCaCCCooCCCooCE3. = y _ .►. aaDaaa�aaaaaaaaoaacaaoCoaaCaaE�CaooCDGQCOGeCCCCCOCCCCCCCC . - :, . aaaaaaaaaaaaaaaaaaDaaaE:aaa�aaaoaoaoaocCaooCccc0000CCCCCc - . aaaaaaaaaoaaaaoaaaaaaaaaoaooaaDaaaaaaaoaooCaceCDe�ooeo� : � '�, QQ©©©DOGGG©©QQ©GDCGCGGQGOOGGGDOGQGGGGGGGGOGDDOODD�Qi'�© - - o � y: �oQCQccQccGGccoGGcccaQG�:.acccccccoGcc000CGQCGQooQccoco= ao�aE3GE:ccccccGErGCGeo©ooco;ao�QocoGcooQccccccccccccccQcccE3. � �:. aBOacOQDccGDE�cGCQ6©DGD©DE�D�i3000CGGCGGGGGOQGGGGQQDGCCGGQC - aaQoaacaaacoocQcocQoaac�cE:QEr©©ooQQQ�oQQQGQQCGGGccacGGQGCE3 � *. aa®aaaQaaacoaacaaDcaaoQaaocaocQD�oGoocQCQQQ�QQOQQQGc©aQc - y = aa©aooaaaaaaaaoaaaoaoacaaaoaaDcaaDQacooDeaG©GQGOQccCQQGca . . aaaaaaDaaaDaaaaaaacaaacaaaQaaaCaaacaaDQaaDQacOCDQGQCQQQCF� 1 O f 1 ooaooa� 111110 � - MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (S=E MOUNTINGS ON SHEETS 16 k 17). � L.J F=- SOUTHERN PINE O. SPRUCE PINE SPRUCE PIN= SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2• MIN. COX p2 w MIN.pG-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD YIN C-5O SO W/ W/ MIN. 0-0.43 W MIN. G-0.36 YFX•A✓•I SPµ(h) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WAIL MOUNTINGS S.O. WALL MOUNTINGS 8-O. WALL MOUNTINGS S.D. WALL MOUNTINGS W & X W & X W & X Pd< Q SATV SIII V S& V m�sct�sty 1ee1■eEtaE{s�11 91161RI�eei(pJ 1■a1■e[ts[9s1A mllwEnmRwEefle It®�1�lsM ml■fEls6wo6y m■■ETSIIEsM1 m1®e[ts1E■sM mloENoscsM 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 73 90 OS 30 a0 60 75OS 30 b 60 75 90 OS 30 a0 80 75 90 OS 30 10 BO 75 90 05 30 b 60 75 90 06 b 40 80 73 90 OS '_p•OR LE 12 f0 10 9 8 6 6 6 Sid 6 12 10 1019 6 8 6 B 6 6 6 6 12 10 10 98 6 6 6 6 6 6 6 5 4 4 3 t2 12 t2 ,2 12 12 12 12 12 12 1 1 i 1 1 i 12 1 4'_p• 12 10 10 9 6 6 6 6 0 6 6 6 12 t0 10 9 6 e e 6 6 8 6 6 12 10 10 96 6 6 6 6 8 6 6 5 ♦ 4 ♦ 3 12 12 12 12 T2 12 12 t2 t2 12 t2 12 t2 12 12 12 12 12 12 10 9 6 6 6 6 6 6 6 S t2 10 10 9 6 { f 6 6 6 6 S 12 10 10 97 6 6 6 f 6 S 6 S 4 4 4 3 /2 12 12 12 12 12 12 IZ 12 12 t2 12 14 12 /2 12 12 0. Dt0' 12 1 10 0 .5 6 6 6 6 5.3 .5 12 10 10 9 8 S 6 6 6 5 .5 12 10 10[7l4 .5 6 6 6 6 S .9 6 5 4 4 S - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 &5 12 10 9 63 a 6 6 6 .S .5 ♦ III 10 10 9 5 3 6 6 6 S ♦ 3 12 10 /0 f 6 6 S 1 3 6 5 4 ♦ - - 12 12 12 12 12 12 12 12 III III 12 0. 12 12 12 &S 7.5 12 1 10 7. 45 3 6 6 6 5 a .S 12 10 10 f S - 6 6 S 3 3 12 t0 10 - 6 6 5 -S .S 3 6 5 1 - - 12 t2 12 12 12 17 T2 12 12 12 11 95 12 12 1 9 7.5 .S 9'-W 12 10 3.5 - f 6 5.5 .S S 3 12 10 9 4 - - 6 6 i.S i 3 3 12 10 4 - 6 6 45 4 3 3 6 S 1 - - - 12 12 12 12 12 0. 12 12 12 1 9.S S 12 12 10 6 .5 .6 t2 10 7.3 4 - - 6 6 5 4 3 - 12 10 5 3 - - 6 6 4 5 - 12 10 - 6 6 4 3 3 - 6 S - - - - 12 12 12 12 I 9.5 12 12 12 &5 5S 12 10 S. - - - 6 6 43- - - 12 10 4.5- - - 8 .5 - - - 12 10 - - 6 S 4 - - - 6S - - - - 12 12 12 12 10 6.S 12 t2 12 9.5 { 7 12 12 { 5 .5 4.12'-0• 12 10 4. - - 6 0 4 - - 12 10 3.5- - - 6 S 1 - - - 12 10 - 6 S 15- - - 6 S - - - - 12 12 12 1 93 6 12 12 11 V. 7 6 /2 1 7.5 { S 4 13'-0' 12 10 6 i - - - - 12 10 - - - - 6 5 - - - - 12 3 - 6 .S - - - - 6 S - - - - t2 12 12 0 f.5 -S 12 12 10 { S S.S 12 0. 7 5 4.5 4 t4'-0' 12 TO - - - - 6 5 - - - 12 7 - - - - .6 .5 - - - - 12 7 - - - .S .5 - - - - 12 12 12 AS s 6 12 12 9.5 .5 6 /.6 12 9.5 S 5 4 3 15'_0• 12 - - - - 6 - - - - 12 - - - - - S - - - - - 12 - - - y _ _ _ _ - 6 - - - - - 12 121/ 7S 5 127 6 5 4 - 12 - - 12 - - - - 5 - - - - - 6 - - - - 12 1 0. 6.5 .S a 12 12 6 .5 3 1. .5 55 4.3 1 - (1) HV BLADE OR (1) HV BLADE WZ HV WINDOW BLADE WORKING IN UNISON* .fQ TIDND a LISE EOR t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1 ANCHORS TO WALL,f100R OR SOLID wood SOFTR SM141 BE AS FOLLOWS. -soutHERN POW No.T W/D-0.66 3. SUBSTRATE SIMM CONSIST OF THE THAs)- NO: As) FOUOWI - 1/4.0 IAPCON ANCHORS.AS MANUFACTURED BY LT W.BUILDEX W/MINIMUM EMBEDMENT AS IN JUO AT -DOUGLAS FIR MI 0-0.50(N.D.S.) EACH SECTION ON SHEETS 16 W 17 -SPRUCE PINE HR NORTH W/0-0.43(KOLS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE FINE HR SOUTH W/0-0.36(NA.S.) -WN. 1/2•CDX PLYWOOD(INN APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER uOVNTING TYPE U. SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS 4 ANCHORS SMI BE INSTALLED rOELOWING ALL Or THE RECGMMEM AT10NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. `IrrrrrArii"'�• FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 111 y • 82017 Turco. INC @2017 EASTERN METAL SUPPLY, INC 11�P 5 :•'�,C Elyse;•..�� ' S S A Accordion Shutter System 7 f ' O INC.1 N C. ■ ■ ■ ■ H.V. BLADE /1 W/OR W/0 H.V. NAN]OW BLADE f * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems N. DESCRIPTION DATE Oft-BY L C 6356 N.W 360 St.SW 305.V*W"CAIUM.FLORIDA 33+ AitOCIatIOnN Inc. 1 OLD 15-085 7/27/1 OAT[: 07/27/t7 • Q•• 111 Pham (305)071_16,4.f6•.(305)071-DAT 4268 WestfOOds Drive 2 DRAWING No S .............. 'f ELt •-'"a': Ir«^B^a.ca^ West Polm Beach, FL 33407 3 0009719 :.'ONALV� I\ 1 WALTER A Tw J'.P.E. a 17-107 FLORIDA Lk.0"167 S SHEET P.E. SEd(/3tGt1A1AURE/DATE 6 1 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES AS APPLICABLE �wAu FINISH MAX, SHUTTER SPAN L+ OR L— FOR INSTALLA VOOD ATH BY BLADEffl.ONLY SHALLBE LIMITED TO 105.0 120, A.S.D. DESIGN PRESSURE RATING. SEE 5HE 9 FOR MAX SPAN & 1/4'I TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH Bt Anr (1)& 08KWQ4WVNlSQ TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY _ -.._-_... - -. - 1/4'0 TAPCON OR ��- 1 1 2'Mn. PENETRATION .TAPCON WITH ADVANCED THREADFOIUI TECHNOLOGY --- TO F W/ 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING EXTSTWG WOOD N WOOD HEADER (SEE SCHEDULE ON SHEET I$) I R1 Mlk SOIA(SEES I I oft �f I (SEE SCHE0""ON SHEET • � _ 1/{'h2Ox3/{'S.S MACHINE 1 9pfDULE ON SHEET OPEIDMIML 7 /�Dt� 177pR® OSCR2 0C/ 1/4•-20 NUTS (-_-- IDV SHEET IB PIR �•1 �`%ii'Yin. F EXISTING I BLADES lD A ( I I I r i n? WALL EXISTING WN. FINISH C7�® I 2'.4*MOOD ( • E%1$TII MIN. HEADER REQUIRED © 1 �E DER woo0 1j'o TAPCON OR TAPCON wrtH ADVANCED ( HEADER REQUIRED EXISTING 1 1N gPApMION 1 ) ) -THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO GLASS- TO G/165(SEE WN. SEPARATION TO GLASS 1 I MW:NG WOOD HEADER. SHEET L— tSONEOULEBOp UIDE m EXISTING (SEE SCHEDULE ON SHEET 11) I '`., (SEE SCHEDULE ON SHEET 1S) DAILIES m i®ON SHEEE 19 FOR CA.lSS 2.4'CONT. SLI 1 .. _. PLATE REO•D. OHV WALL HEADER INSTALLATION OOHV WALL SILL O HV WALL HEADER INSTALLATION ExISTI - 1 I I 1 MW SEPARATION i0 CU1S5 IIBI SEPARATION i0 GLASS ) GLASS — E1Og ~—(✓EEE SCHEDULE ON SHEET 11) LE ON SIIEEf 11 2'.1'CONT.-t I SEPARATION TO CLASS I 2000 PLATE( LE ON SHEET 1 1) I 1 GtA55--� l I i/4Y-20 4'S.S. REO•D. 1/4'4-20.7/4-S S 1 YACH�NE SCREWS w/ f I USING 1/4'-20 NUTS i I \ 1/4'-2o Nurs a lY 1 i e 12'O.C. I I I OC 1 • FlNISH ( � - ,— ION® 1 � / t.%�® \� � p1� / 1 oR a- �l `� 2'.4'CONI J . WOOD PLATEE Q I--E O-1 Min. W w i'Wn. TH4READFIORM T-ECNNO=-YWI/H 11/2"ADVANCED r� I r.4'COW Min.PENETRATION OF THREADED Mu To I/4.4.TAPCON OR TAPCON WITH ADVANCED '--SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2" - -.� 1/2 Illll 1/{'r TAPCON OR II-SE: REO'0 (SEE SCHEDULE ON SKET 1S) Min. PENETRATION OF THREADED AREA INTO PLYWOOD I I TAPCON HITT/ADVANCED 1-SEE SHEET {FOR TYPICAL (SEE SCHEDLAE ON SHEET 15) EXISTING MIN. 2".{' CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH PLYWDOQ REOD. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE -_ -_. .. __ .__ STUDS O 16.OC. MAX. THREADED AREA INTO PI.YW000 COMBINED W ANY 1MY TO 1/2'MIN, COX PLYWOOD REO'D. WALL (� SCHEDULE ON SHEET IS) SLLT ANY INSTALLATION. ®HV WALL SILL INSTALLATION 1L ATTACH D TOSTTUDS IN -E%TSTING MIN. 2'.4'STUDS O IB'O.C. MAX. REO�D. PLYWOOD TO BE ATTACHED TO STUDS W ACCORDANCE SECTION 230 WITH ®HV WALL SILL INSTALLATION •SEE LT4�AV aF u,5€OF wTIH SECT DH 2305 OF THE F B.C. SECTION 2308 of THE 4 P HV WALL SILLINSTALLATION F.e.c. BLADE 1,I pl SKEET �(C FAAFA. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone IL1111���Av •.•I 02017 1riTECO,INC. C 2017 EASTERN METAL SUPPLY, INC BERTHA HV_ '';,CENSE., v ,2 -6 , A■S■S■A■ TM /1777rk7c NH:. Accordion Shutter System # y• ? KV. a.eoE�T w/OR w/0 H.v. WNDCIW GUIDE TILLIT TESTING 3 ENGINEERING COMPANY American Shutter Systems REV.NA aS01",,ION DATE awn,e. Lc /, # 4355 N• xu x.,sa.5m,aAc•a4 cwo015.novo.3n Assoelatien• Inc. 1 QLD 15-0B1 7/27/1 DATE: 07/27/17 • L Puma (305)571-1530 ro. (305)071-1531 4268 WeetroQda Drive 2 � '•.,ORIp11,. `�1111 n E8110 West Palm Beach, FL 33407 s DRAWING No i-Vk �a�1H WALTER A 71LL�1�, PE 4 1•7-107 P.E. DATE FLORIDA L4.E 44167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & fk HV4_ BLADES (AS APPLICABLE SHUTTER SPAN + OR L— FOR IN2TAL I ATIONS INTO WOOD WITH HV R MITED TO 101 Y w 1 � )R MAX 4"00 OR PAN A DESIGN LOAD FOR I TA ATIO ' 'IT ' BLADI& 16) WORKING IN UNISON APCN WITH ADVANCED 4.8'(Mln.)EXISTING —E0 EO 2'MIN.--- TNREADFORM TECHNOLOGY WOOD BEAM REQUIRED. "`• ,.__. 1 ' ' W/ t t/2'"in.PFN M71ON 1/t'r-20x3/1'S.S. STRUCTURAL ADEQUACY _ --EDGE (V MPUCAaLE) Or THREADED AREA TO OF EXISTING Z. BEAM EXISTING WOOD HEJIDER, 1� PWlL1Ps TRUSS HERO TO BE CERTIFIED BY I (SEE SCHEDULE ON SHEET 15) ton. MACHINE SCREWS REGISTERED ENGINEER OR R w/ 1/4--20 NUTS ARCHITECT PRIOR TO EO--T---EO--- _ EXISTING WOOD O 12'O.C. SHUTTER INSTALLATION. TRUSSES OR 19 1/2•-.. I +• I/Y RAFTER O 24' . i �_ s •- O.C. REQUIRED 1/s-r TAPCON OR APCON WITH ADVANCED **EO .257' THREADFORM TECK40LOGY EXISTING SOFFIT 1 1/2'Min. PENETRATION a/4•Max. TIK. THREADED AREA TO EXISTING WOOD HEADER. ..Y.S./4' EO —� x4'xt/B•CONT. ALUM rum ti i; v �► (SEE SCIEOUIF ON SLEET 1S) (�OF ®Or®Oe'O.C. i _. 1 Or®� R)5�16RAFTER OSCREWS R TRUSSt0 EXISTING MIN-x4' IvILOJACCATE G CREWS AT C1A55 REQ�D MW.SEPARATION TO GLASS OPEN HOLE AT EACHMEMBER.(2'Min. NOYI•LL (SEE SCIEWULE ON SHEET 1 t)--- E%LSTRNG STUD TO ACCEPT WIDTH W/2'Min. LQLASS---I S/18'r LA0 SCREW P TION OF THREADED �V Ai CENTER OF TUBE_ ARfL VAUp FOR , INSTAL-ATIONS WITH 72W Lp HY WAL HEADER INSTAL i eTInN To n EXIST" ; N,,8/„.,,, . MA%.ASO. DESIGN LOAD MIG 9•-0-MA%. SPAN. TMS —I�LLON G1A55-- 9a�tti O,7�i� q*_O MAX i5 ONLY yAUD d 9m1D OR(� "7 11 IDR RAAO FOR*000 W MIN SPECIFIC •FOR TYrICAL SIr/TT[R ASSEMBLY RAtX>< I I= II!fir GRAVITY OF o 50 AS DOUGLAS w Rw T Nry ra�TA TIDH o OT _HV CEI UNG INSTALLATION ATION s em•® 1 �• OR EOUA FIR OR SOUTHERN PINE No X, U 1/L 1841WIpN CEILING I 10 QAT6(SLE 1 OR T —M ONMIK SEPARATION�9E�i 1> E)OS11N(i 'N 1� t 1 SEPARATIONEXISTING l�— \\ I a SHOT N GLASS CLASS,j 1 4A4S\ , RACn(t �(SEEOSCHEDULE I I lJ l I ON SHEET 11) 1 1 J I I I ( I ALTERNATE. I I I WALL LOCA 7 1 IX(1 All tin'/4 ©'�1 _ sMIN//8 � 4.AD D"Lss'-'1 I f lJ� READ TEJC i2'x6-MN WOU OR 2'x6'Mw. WOOD SCREWS• 12'o. DECK REOWiEO DECK REOLARED(IND (NO FINISH t9 I FINISH ALLOWED) - _ -- -�-- ALLOWED) � rt/2.11 1- or APPLICABLE J_. DECK IF - EDGE OF DECK 1• 1/1'r-zORUSS 5.5. APPLICABLE ^�,_.� IF APPLICA&E 1/4� TAPCONWITH OR SCBE �j0 —� APCON WITH ADVANCED 1/4-0 TAPCON OR TMRCON WRH ADVMICED 2'x4'CONI. "'n' SCRCWS --SK.L PUTS THREADFORM TECHNOI.00Y w/ 1I•-20 NUTS _ - REO'0. W/ 1 1 2'Min. PENETRATION O 12'O.C. 1/4'r TAPCON OR TAPCON WITH ADVANCED THREADFORM TNREMFORIA TECHNOLOGY W/ 1 1/2'W. 2'MIN—- +' OF 0 AREA TO TECHNOLOGY W/ 1 1/2'Win, PENETRATION OF THREADED mot AREA TO EXISTING w00JENEADEq. SR ----� EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) • (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (V—) HY WALL SILL INSTAL 1 ATInN s °F j9 FOR (W"HV FLOOR INSTALLATION CHV WALK—OVER INSTALLATION FLORIDA BUILDING CODE Mon High Velocity HUrr,COne Zone ��= �L •,••••.••.,•. 02017 ILTECO, INC. 9 Y 62011 EASTERN IRLTAL SUPPLY, INCBERTHA . •••• ` TM *T �_LTE_Mo ,nt. A.SwS.A■ Accordion Shutter System FLV. RADE X11 W/OR W/o Liv WNDOW BADE TESTING t ENGINEERING COMPANY American Shutter Systems By' TATE DRAWN C. Assoclotlon Inc. N P ti F ;• 1� es w W ]•<n.x.,tb ws,N Go"e+Aon16,FLORIDA 33164 . nc. 1 OLD 15-085 7 1 1 MID 07 27 _ PI— (3o5)an-1530.ra.:(3D51an-u31 4265 Westroads Drive . 2 17 CSA I,1`Lt ' +naB 0W.W. °n' West POIT Beach, FL 33407 y DRAWING NO C/.O'N"�+•�L2.��♦��\� WALTER A TxUT Je.P.E. 1 "�� O� P.E. SEAL .NDN FLORIDA Lic.E 44167 SHEET 17 OF 20 1 TURF/DATE s 4 END INSTALLATIONS n HV BLADE OR J6 WINDOW BLADE INTO 2aax4aa MIN WOOD STUDS r-r wt wasp awa an _2'W w..000 ro,w swa MEob ■ooD fw10S. ` 1/ 1 r,-o.4 ]•.4'w1. (Aa ArKlUib `` / I t 110M M!0 xxt KtLMLU vpAs o. A 1/2'OD. OMiIs,G GIM7 K.=r w "i % ; VLes am —M9.4*AS$ wee I ` t..1SltVo GLASS t/!'IMa � � - �'• ropM.uw _— aAs lslx `,/1 nwivaCO'm aomall M SHED 'Ir "--- ieauL w+9 ,/le•.7' n tq uaE{OM6 I0mu(w ow .. M=COa ro outer c.w la "ro 'Cg ieoas-ra)cart 1/Y r w w I w,a rpl rq watt 0..o t ,1 to IL am raw nmol Knoop. •gym•49 q sm n to a uar n .4a E• _ ISM -- - I."/Y r.ww"w'a�Aly re-Y — —— i fie. _ `t.w-a n+o•1 uama B ._ 4 U.iat�u" a toa w X. NK cow1wrAN 17 :0-f)-® rn TRnts ®pp-..n�'d- © � '°'""°a G�- funi9• �,•d•p.fl-d.d O•fl-O•(�•®• Cti•fl-®•C�-Q)•d �''d-d'0-'D'd ND CONNECTION DETAIL T 0.".6 END CONNECTION DETAIL f- T ND CONNECTION DETAIL Q -l9� END CONNECTION DETAIL @ (J.$, ••L0.w[o GILT fq SVrILS g4ILs t,LAI,,Y-o• —RMS w= �tMIM.G Gl/SS—Stu05 a0b •/• VY Iw +N o/1 •s.s G nQ12'oc 1.1 = 1Ms r nMsainl - `.. tns so�ulo tftd cm 4 4 ♦ SEE UMjTATIONS OF USE FOR to lw&ws� 1I lol,alio[ me ------ BLADE(IN ON SHEET 19 Macau q son S iraa y i ' 1q L1rd Ao D w Mt M� L/I GO •Lra, -— &AN. � X. 1 (Da OLf 4 d'®•��®•�-:. �`.wa r.ta„ r•..•trt o00o wIA_ '�-C9'O-�''0' ��©q� VIEW Y cs->3 DETAIL END CONNECTION DETAIL (9- END CONNECTION DETAIL FLORIDA BULDNNG CODE Mon High Velocity Hurricane Zone 11111�P\"••,.......••• /�.=- E70t: TILTECC. iNC 0201 I EASTERN HE TAL SUPPLY, NC `11 �C ElyS�c'.•v9 iBERTHA HVTu' 11LIE A■S■S■A■ Accordion Shutter System Itv. R" /I W/OR W/o H.v. WINDOW RADE �� ?* American Shutter Systems oES01" N an DRWN Ery Lc TIWT TESTING t ENGINEERING COMPANY AeeOClc}1017 IAC. 1 oED 1S-OBS 7 7 I atE: 07/27/17 O'•. aaaa MM.36ft 1t„SM.am,MAGMA 0AM04 Rlap.1a1 onmr:(305)871-15X.F-:(3oa)e71-,531 4268 Westroods Q Wve a DRAWING No 19/0••• \a 4-mm: -p'aame' w7 " West Palm Beach, Ft 33407 a NAL ENG wALnA A r•un A...E 4 17-107 P.E. SEAL/SIGNATURE/DATE ELS L`' 4a67 s SHEET 16 OF 20 • GFWERAI L-IW AT10N5 AND COILnrrvwc aF FOR BERTIM A G -- 1.MAX.A.S.D.DESIGN PRESSURE RATING: ♦110. - 110".I. T.LAX.SwvTER SPAN:96• 3.ALLOWED MOUNNiG&A D.G 6 N ON SHEETS 6.7;AS WELL AS MOUNTINGS LA 0.T,u t w ON SHEENS 16 R 17. ��}}tF����agar CENrFRWtEs®.®(6DIN w/ oR ARE—CASE O T C5) 04 n Q1�'OUT�M115i BE INCLUDED ONLY AT EXTERIOR ACCESS SDE Of 1®a TYP.EA END 7 S.W INV wNDOR gLME C1A1 51441 ONLY ALLOW A WXMA1 Of S OPENINGS f SPAC040S SHOWN ON SHEET 4. MAX. S WINDOWS (6) .st/FR4 TOP SMALL OR BOTTOM MOE OF NY WINDOW BLADE ALLOWED AT HY gi WINDOW BLADE (C)FIRST OR l�}Q IC BIAOE COMOUT FROM STARTERS At FSS MAY BE wWINDOW[L AD E(U/l (0)HV WINDOW BLADE©NNUST BE USED ALTERNATE TO A SCUD MV BlA0EO1 1 THROUGHOUT SHUTTER'S WIDTH. u 7E5 S11ML ALWAYS BE INSTALLED ADJACENT TO A SOLID MV (BLADE 1 AT EO1EA SDE of TIEII. SEE END �q (THE MERIOR Of THE OPENING IANO PYCARDONATE NY WINDOW 1p PRROTECTEO. 0 W COST BES CONNECTION __ ff ONLY I STA LED MC LOO ED USING A W SETTING TOOL B'r ASSA, DETAILS ON SHEETS �y ' INC. t0 t 16 TYP. A fLLL HEIGHT. 6. SEE ANCHOR SPACING SCHEDULE TOR INSTALLATIONS INTO WOOD BRAE 1 6#A BUILDINGS ON SHEET 13.AS LUTED BY SPAN AND DESIGN LONG(SEE NOTES P P 1 R 2 ABOVE). b C_ 7.SEE ANGIOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 R 13 AS LIMBED BY IFSPAN AND DESIGN LOAD(SEE NOTES 1 !T ABOVE). (( 6.MINIMUM SEPARATION TO(LASS SCHEDULE.PER ASTM E-1966: FOR REOUI IPP TOP k BOTTOM REPENTS) w a�q 6 i WIND ZONE ZOAGARUM SEPARATION TO GLASS 0 N ( -.. __. -INUurTED WIDTH—_—__--_--- 1 MRU 3 1• ELEVATION WL SEPARATION TO GLASS pD�,,,G CL/SS SEE 5oED1AE ON SHEET 11 FOR RUDE Q% • 6.25' som m 6 0/ 05 P \ (( CENIERWTEs�, L _ / o■ARN4 w/ DR AND ,\ — ---- w/O ( NOTE•A80K) D;YIOA J_ Ll TYPICALCin HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t1A SHUTTER* _-- FLORbA BUILDING CODE Non High Velocity Hurricane Zone YYLL/• 02017 7111EC0. INC. @ 201 7 EASILRN METAL SUPPLY, INC 431 . 'JGENS, . 9 BERTHA TM '�1e 77 7c O A■S,S,A■ Accordion Shutter System *? * )tv. #1 w/OR w/o KV. YMhDOW BLADE American Shutter Systems IrEve lk DESCRIPTION DATE DRAIN Wt. Lc TILUT 4� TESTING h ENGINEERING COMPANY, Association, Inc. I OLD Is-oas 7/n/1 DATE: 07/27/17 �O'., ����� Isrs N■ saw n.TA..sok.noRAA a 0wo. 33161 Ph—: (305),,71-1530.To,:(303)871-1531 4268 Westroods Driv6 2 DRAWING No LN •-^pE9 0006719 `a^ west PDIm Beach, FL 33407 s 17-107 7—'07 WATER A'CUT L P E P.E. SEAL/SIGNATURE/DATE FLORIDA Lk./a+1a s SHEET 619 Of 20 ;i6n.lA5YM2 A_6a5331:RT 40 VARIES INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 -,2.000" Mo,.- NLn.0-60 GALV.STEEL 2 U-7 1k 3' •e §T- METAL STUDS AT 16•D.C. W a o.c ,Q0-OB Ni �...._ •INTO METAL STUD WALLS ,,Do . W , 3® 1/4"• NOMINAL 1/1' .sI Ir-yl/ LIMDNSAND ALUMINUM SLEEVE -W - 12FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 11 3/4, '1/4-,0.035 THC"K NAn 43c 43a SYSTEM INSTALLATION TO METAL STUD WALLS Can.GKv aT[tl IPA"CHANNEL,e 6"O.C. a 6•a.0 ASTM -&%3 40I—G-60 , �- -i SEPAR4TION TO GLASS_ c_CHEDUL - 3OO iAEUUR/i'/Enc E SSGALVANIZED FASTENED ToRI ON J EXISTING FINISH l 1' MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (ps/) i 'i 0. FAM2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM '74 W ASTM E-1996 SEPARATION =435 LENGTH . t- EMSTING GLASS---, knN•SEPARATION O CALASS 3. ALLOWED MOUNTING:Q ON THIS SHEET. TO GLASS (SEE SCHEDULE) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THAU 3 1" 1/4"f-20X3- BOLT 3c WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 1" s USE 0 (2) 35 (6' LONG. MINIMUM) MUST ALWAYS BE 4 4" 3/4".6 1/4-,0.635-TN"Non. S E>usTm nNH T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373•; (cart.cALv.MU"t'"CHANNEL, AS APPLICABLE CENTERMATE. 250'GALVA1ftZI � 'ASTM A 653 GRADE a,In wcle.FASTENED TSCREWS ON I 13c 430T— k EMITIOR FILE I O 6"O.C. ' O 7 4"e-20 THREADS k'IF BLADE SLACK DETAIL HVF IS ALSO VALID FOR O 1/4"f ELCO CONSTRUCTION ^di - 1/2• T? CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB-LOK HD In 436. , ,/:.D.D35 n.GuW0 6 O.cCOMPONENTS Min.ASTM A-65]GRADE b -.L46i:MIT.LG 60STU S AT REEL _ WALL HEADER/SILL INSTALLATIONMETAL STUDS AT t6.O.C. _EXISTING FINISH AS APPLICABLE SCALE: 3/R'= 1' y (TYP. TOP k BOTTOM) 1 3/4•. 6 1/4•, 0035•THICK TIM,ZE.WMG GLASSFONT. GALV STEEL TRACK CHANNEL, iAS U A-653 GRADE 40 Mn. G-60 GALVANIZED FASTENED TO STUDS SYMMETRYCAL SYMMETRYCAL i MIN. SEPPARATIDN VARIES / WN/rE(2) 16.1/2'JTEKIOR FACE ON 430 43b 43c: CENTERMATES W/ CENTERMATES IN TO cuss 2' EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE (SEE sFNEIx�E) M" 4 --- ------------------------- ------- ----- ----------------------------- ---- ------------- ---- - - ---- -- --------- ----- ---------------- 4 6-(TYP.) IN (6'Min.) IN I -------—-------------- - - ----- ----------------- -------- ------ - — - 1 2)42 21 21 21 21 1 I LOCA o AT 12 NV HEADER/9U ENOS VIEW Y b12 3 1/4•(Typ) (e"Min.) __ 24 __ SIDE CONNECTION TO TRACK 6 1/2• (Typ•) _7- --.J —7— --6 1/2"MAX. SLACK * (Cont.) BLADE SLACK DETAIL HVF b� ��. MM FLOW BIALDING WNon High Velocity Horricone Zone P,T'/'/ 02017 TKTECA.INC. 0.2017 EASIERN METAL SUPPLY, INC. *-- t ` _ Accordion Shutter System IL Eco ,.,. A.S.S.A. KV. BLADE f1 W/GR W/O H.V. W1NDON BADE> * TIWT TESTING h ENGINEERING COMPANYAmerican Shutter Systema �,, y,< x,,,,171�.. ,G CT1 N!5 N.w 344n fl,ab.305.MRGM GNIDDIS.FL011D,33144Association, Inc. I OLD 15-085 7/27/1 MIE: 07/27/17 .�. �-0&-•-r�`,� Ph—:(305)071-1530.Fe.:(305)871-1531 4268 Westroods Drive 2 DRAWING No 1 .-gym:uRKeeoa.can West Palm Beach, FL 33407 s O,c OR10p ��r ` ED-0006716 17-107 SRI aa WALTER A MUT-P.E. 4 P.E. SsS LLI�REfGATE nOROA U. 1 44167 5 SHEET 6 20 OF 20