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HomeMy WebLinkAboutProduct Approval Business & Professional RegulationmG� He f SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida 1 Product Approval USER:Public User dr Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE I Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 Summary of Products FL At Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A S S A INC. P.E R DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,^6.4 psf.See Sheet 5 for other spartsand--ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Nan-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S.S.A.INC. DRWG.15-085.12df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A S S A INC P.E.R. DRWG 15-085 HV odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64,- 72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. -- 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)- Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S S A INC DRWG.15-084 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S S A INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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: ®® ® -n ® GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.) HAS BEEN YERIFlED FOR COMPLWNCE IN ACCORDANCE WITH THE 2014 (5lh EDITION)of THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VLIOCHY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM M.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. r IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SWILL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADESL'L�S _& �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THEE:W/YAK (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TEAS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SY5TEA1 COMPONENTS 1-2D SHEET 2 ANALYSIS. HOWEVER•A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND TARGE MISSILE IMPACT LOAD HAS BEEN VERIFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPIC SHUTTER ASSEMBLY 38--44 SHEET 4 ATL REPORTS: - TYPICAL WINDOW BLADE & WINDOW DETAIL -HV 1IADE 0 40214.01-03, /0715.01-03, 01004.01-05, /1214.01-05, /0317.02-06,/0609-01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADES AND HV WINDOW BLADE C11A AND E-1996 STANDARDS(MISSEE LEVEL.D,WIND ZONES 1.2 &3)& /1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE @#0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(,AND HV 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 H.V.ACCORDION PNS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75'AND#14x1.75'RESPECTIVELY. 410-HT MINIMUM SERIFS CENTERMATE DETAILS ITV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kti YIELD STRENGTH AND 180 Ani TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHAN A HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE EN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 kei FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 NST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90"1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASDL A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STNNLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0 : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER 51STEM BEARS A U.S. PATENT 16'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE hN ONLY 9. R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SERI./CAULK ALL SHATTER COMPONENT EDGES WHICH RD".THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENTWIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIMUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL.HV AND ND CENIERMAfES AND ENGAGE OR LOCK ALL IN AND ID LOCKS. AREA 4: HY WINDOW BLADE J� ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _J 12.BERTHA H.V.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 APPLUED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)COMRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P-ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSDILFTY. 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 WILL 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. u FLORIDA BUILDING CODE(Non Hit t1 Velocity Hurricane Ione ,1��7hj�� 0 2015 EASTERN � �••••�`Cf METAL SUPPLY, INC. BERTHATM 'LIE C O Accordion Shutter System piS S Q■ RV. 9-44#1 W/OR W/b RV. W DOAT MACE /�- ' American Shutter Systems DESc16r11oK oArz 6RaN 6v, ML •,•.p7� ��p�'f{�� TILLIT TESTING Lt ENGINEERING COMPANY �r�'llt *� AssociatiOn� Inc. 1 (KD 11-192 4/13/15 OATS 4/13/15 �F ..•'• 6135 H w.36M.St_Ste.305,NRGW CAMENS,i1.ORGA 331 rno,6:(.565)671-1530 .Fax:(365)871-1531 4268 Westroods Drive 2 DRAWING No tllteco0oo1- West Palm Beach. FL 33407 s AL ENG�;••` WALTER AOTU_TT1Jr. P.E. 4 15-085 FLORA Lic. 1 44167 5 SHEET P.E. S MEAL�OURE/DATE 6 1 OF 20 -3'.FOR W.OBIr HJ➢E® VARIES 1.491' 1.9✓18_ `p n`.7p'• � _ o Max. 1.20D' 4.J65" 7 4.371',) ,'ta�t• o�/ 4.857" 4. • `P i. O1 HV SOLID BLADE 375 >, (5)HY 90'1 180 STARTER THY UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BL ADt O O HV© DIRE HV BLADE(1)HV WINDOW BLADE' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TTMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 Bi AD (1� 31 ® 6063-16 ALLOY ANNDD TEMPER .124• 6063-T6 ALLOY AND TEMPER --.---3.22!<=_ 1_500' ¢7' _ 2.670" 3.556* - .994" 570 1' tl70" 2. 6• w 72 .842 - 615' .092' O7 HY ADJ. ADAPTER W/LIP 8 1456• 12' 1.375 0. OUALIFlED FOR USE W/ HV �8)HV WALK—OVER TRACK HY TRENCH TRACK 55• ©HV ADJ. FLOOR TRACK BLADE(I' QUALIFIED FOR USE W/ HV 3_.750' _ 6063--16 ALLOY AND TEMPER BLADE'`�1)) QUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADIF(D ONLY. HV RAINGUARD BLADE(jt) _ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER UVAWS 7_936' _ BLADE(1 VARIES 1.936' 6063-T6 ALLOY D TEMPER - 3' _ � 093• .093' 12`iA80" ¢70 - 3.529' S:35211'11 HV CEILING HEADER 1� HV HEAD/ER/SILL 13 HD CEILING HEADER/SILL ' QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED63RT6SALLOF AND GLAD R(1�ONLY QUALIFIED FOR USE W/ HV BLADE@ �14J HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. UUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 x Y t MN%MN Y 1111 t 2' 2' 0.125" t' Y o 062' © 2' 5"MAX. 1/8" 1/9" Y 3' 0 090• ® 2' S"MAX. 0.192' 0.192' SIDE ANGLES �" CORNER POSTS .Y QUALIFIED FOR USE W/ IIV AWMIN M MOLES 27'MAX. 0.190" 0.190" 7" UALIFIED FOR USE W/ FIV BLADE U QUALIFIED FOK USE W/ HV BLADE(1) 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2• 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPrR 6063-Te ALLOY AND TEMPER FLORIDA BUILDING CODE Non HigF, Velocity Hurricane Zone 1n 100'�.. O 2015 EASTERN METAL SUPPLY, INC. C` ...T.. . ... . . '- BERTHA HVTM ��`Q".•' ENS ' Accordion Shutter System L ECO 1 n - A■S■S■A■ KV INAM#1 W/at WN KV WNW W RAGE *= American Shutter Systems REV.Ik oncl 111011 DArE DRWN BY: Ma_ TILLTESTING & ENGINEERING COMPANY j Association. Inc. 1 OLD 11-192 4/13/15 WL' 4/13/15 STATE DF �, e3v N.W.San. 5)t.s..393. . rox (305), -153I-M n1e 4268 Wastroads Drive 2 Emm. : (3o5)Sn-1530. ra.:(3os>H71-1531 DRAWING No Fj t0 •' .-mwn tMW 0aol. West Palm Beach, FL 3340/ a oo� ............o.. ��; EB-0066719 — 15-085 �,•```� WALTER A TILLrt Jr.P.E 3 SHEET P.E. SIpfel(►M4'P�RE/DATE FLORIDA u /44167 6 2 OF 20 4,576* . FLAT HEAD/2• 1/4'-30 -b1OUSGSGT ERME 743' L 1 20ED S.S.M6"( .S ED PAW" �A4•-DE UST (2 TIF.) mus—TNNALL 8 I D•KED I WED t ` e a EGRESS UHN- 062xT w. CYLINDER - 1 - -_�. _ __ ,;)1_•I v �A"WM CYLINDER i¢Y9(OgOML (o EE PLATED) e MATED) �24 HV CENTERMATE 1,325 - 'f HV LOCK ® HV EGRESS LOCK OUALIFED FOR USE W/ HV BLADE(1�h ONLY 2HY FLOATING CEN1 •' ro• 6023' i QUALIFIED FOR SE W/ HV OUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER OUACT�IED FOR USE W/ F1v DI AI)E 1 k ONLY e/ - — --� BLADE(1�& Q ONLY- BLADE(1)do tf9l ONLY. 6083-T6 ALLOY AND TEMPE �X24� HV CORNER CENTERMATE OUALJFtED FOR USE W/ HV BLADE(1')ONLY -�• 1E' t6' 2874- 6063-T6 ALLOT AND TEMPER - PLASTIC HEAD — -_ DED ro 1.756" .922" 4,043• . 2' MOLSCREW I 1.753- ; � - .360•AFTER RIVETING illoo•�� d61 o� p 'D6' -I ZS„l w 1/4 "0-20 x 3/4 NLFORE RIVE-TING S.S. THUMBSCREW 1/4"0-20 RIVNUT* _ *SERIES 9444 ALL•AIA1M(2024-T3 NEO✓)l/JTQ FLANGE THIN SFIFET Wr SERT,PMT f 0920,AS MANUFACTURED 6Y AVDEL I„_;,AO• �_._2,Zlilr ___.__ rn :.877" CHERRY TE%TORN.PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLM FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE .56.,--- © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 90NLY (� HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE W/ FN QUALIFIED FOR USE W/ FN BLADE(1)ONLY QUALIFIED FOR USE W/ HV BLADE(11 ONLY W/W BLADE O ONLY. BLADE ONLY. 8063-T6 ALLOY AND TEMPS 6063-T6 ALLOY AND TFMPFR I 1.917 1' r• 3.161 _ gl -L w I -437 0 % llNuweTIMTN i2l CYIJNDER OR 062" : w n KEY CYLINDER ' 211 V .545' -.- Ir rK In Q� O 0.875•Min. .4 Y; O D m • F. 1 .125-Mmt. HD MATE W1 NO LOCKING ROD �3�)QUALIFIED 0 RUSE W/ HV BLADE 1 do A QUALIFIED FOR USE W/ HV BLADE 1 & A I o 0 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER . HD CENTERMATE'S INSERT -""` C VARIES, 12-Mn. QUALIFIED FOR USE W/ HV BLADE(1 1/4-P-2D Siun 3/8•• 1e- 1 130' 6083-16 ALLOY AND TEMPER 1FII�URN *1 CYLOAM (� �- 0 0 _ OR KEY ... Min CyLMIDER 31T cl. 1.78 IIoA.LOCKING RODi4 ® HD LOCK �-_375"• QUALIFIED FOR USE W/ HV BLADE Q7 ��j HV 1 ¢� -20 AI$I 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER F.[6. HV 3/8"0-16 ACETAL / QUALIFIED FOR USE W/ HV BLADE 1 k A INsrALunoN WILL REQUIRE A 7/ls' HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS _ IU DRILLED AT TRACKS FOR PROPER EMBEDMENT QUA FILD F LI IIMIIty BLADE(I) QUALIFIED TQE< J'E Wj Hv HI ADE M) FLORIDA BUILDING �Q�E Non High Velocity Hurricane Zone Plk. 2015 EASTERN METAL SUPPLY, INC. ✓ �i BERTHA HVTm A.S.S■A■ H.VAccordion Shutter System . BLADE #, Wi OR W/O KV.Wlta(IYIL BLADE American Shutter Systems tfv. VESCIII"DI, DAYS DR0111IN er. M.L z TILUT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD I t-192 4/13 15 Wu 4/13 15 -O•. P �� 0353 N.w.3an.St.Sa.505.1nRc"�u w+0E76.clolml 331 4268 Westroods Drive 2 �- •—Elnnly i Flom:(305)571-1530.Fax:(]OS)a71-1531 DRAWING No N4... a; . m®-rte wm West Palm Beach, FL 33407 3 15085 AA7j/SS.GALA; 1x` WALTER A TXUT Jr.P.E. 4 . P.E. SEAL/SIGNAIURE/DATE fiORD" f 44167 SHOF 20EET 3ET SHUTTER ASSEMBLY SCHEDULE FOR �] 3/e• �i H V H V 41 12"ro NetAOE Qts. �- l HV BLADE i 1875"- I �' .0675' .0625" Nv wu6low MADE Dazs' ® HV BLADE IA --- I i FAN 3- ® �S "r .0825` .1875' Y HV LONG RECESSED NYLON BUSHING zz Y n IOIUCI4E ' ® HV SHORT RECESSED NYLON BUSHING N P'OR110N I R1.750�� ® HV NYLON HAT WASHER 0 OR ® 1 y& N ux N f / 3 50" 4� HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 = 4 „ ///.2. 7 X *.870"x3/16" THICK NYLON WHEEL. I I ® N 2 7/8"UN. Nv WR63QW CLEM 0.188'0 AISI 302 SERIES S.S. RIVETS -.-� � 315•f SEP I 5• r3 03.7500' BLADE .0625' ® HV 1 3/4• ACCORDION PIN W/ JS HEAD * EXTERIOR I I OPENINGS N ® HV 2 3/4•ACCORDION PIN W/ #8 HEAD * I I I 4 47 •` �4 " $ r - CLEAR4 WINDOW TYPICAL HV WINDOW ® POLYCARBONATE IMPACT RESISTANT HV I �1I I L � BLADE j AND I I I ® POLYCARBONATE HV WINDOW DETAIL ® AOR (B (( -® or RENOtE FOR 0U1REMENTS) I (D OR ® i i #POLYCARBQNATE IMPACT RESISTANT HV WINDOW i I i BAYER MAKROLON 3103 POLYCARBONATE 11 V CE RESINS, UV--STABILIZED GRADE OR SABIC NV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR1k ------- i Y i _._��___- ._,_L_ 12r'MIN. Bpi ATE INNOVATNF PLASTIC LEXAN 103 RESIN I O OR ® i i (SEE NOTE -F" ON SHEET 19). o I 1 (1) HV PIN 40 SHALL ALWAYS BE USED AT ALL EXTERIOR ®- Nio BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR I' ® I i POLYCARBONATE SOURCES FOR 4 HV® BLADE. Ulffa ASSEMBLY i EXTERIOR ,STIWARD (.�� 1,N0IL P1I0EelRQ slwoNo .•.N.•.• (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT wv P1N®ae> MORR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324' (SEE S KNUTE CKLE �A tt Asn Om 6x43►/•' ao43 b1 be WHEN CORRESPONDING TO INSTALLATION 'll•, SHEET 7. REQUIREMENTS) Ilrrbedre, •TMP• i iEC9lE NE1D SRENCIH Asn O•.PI 9A00 p•J. 9.500 Pai. FlT]fUW1L SINENG,H A Y•LD /Sri 0190 170000 P L 13,400 Pal (3) HV PIN ®OR ®W/ 1/2. O.D. 1/16" THICK S.S. WASHER jFLEV.N MOOI us Am 0190 3400000 p-L 3E5DG9 P.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e� SHEET ® NGRNfD v6D Asn amIT-.)'. n ri eA0 i i E31E_�_nleeec»>� WHEEL CARRIAGE DETAI $1 E OF,`IWTM AM Dn 1 473 s 64.5 i IMC N,. ASSEMBLY LAYOUT "w OF eD1•IP1G ASIM M35 c-I CLASS o-1 CLASS N T.S. srtF x:NI,10N Asn DIM T ••09 0Ed4E13>I[T A"GI55 TERSE[s1RENcm Irum Asn 435 930z w.I. 6540 Pal �1ZHV BLADE SOLID & JA HV WINDOW BLADE DETAILS "°°°°" N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone o �jER k: 02015 FASTFRN METAL 5UPPLY. INC. .�P' N. Vol�1A HV ru fT1LTEC O I A.S.S.A. Accordion Shutter System H.V.BLADE/1 W/OR W/O H.V. WINDOW BLADE S TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ik DEJG71/noN DATE DRAWN BY. M.L ,TATE OF *_ &165 M.A.]EIA.Sl,Sn 305,eWAIAA GARDENS.FLORIDA 331 Association. Inc. , OLD n-1 sz y13/1s 1HTE: 4/13/15 O' Ph6n.:(705)071-15Jo.Fox 4268 Westroods Drive z (Jos1671-1571 Dw+wwc ND F'•. RIDf •-m•c tlR•000•oI<um West Palm Beach, FL 33407 3 '�ss/ONALE N�'.� WAL1E,"A°T '9r.P.E 4 15-085 P.E. S`pMt/6101V LRE/DATE RORa Ue, 4a16z a SHEET OF 20 0-0- 0-0 .0 N 0:0 N *NOTES ON HV LOCKS AND CENTERMAIM • • c o M N s r u Q� 14fj�� 1. • ONE {NV LOCK(j#ac®SFMLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR �2 OF SFRII7ER SPAN FOR SPANS UP TO 105•.AND FOR INSTAl1AT10NS i ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR / T CFMERWTES W�(2) 1/4'6-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON SHllITE ATION. ®s 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHAM BE AS INDICATED ON NOTE (1)ABOVE LOCATION OF LOCKS SHALL BE AS NOICATED ON TYPICAL SHUTTER ELEVATION. iF 3. II /2 LS U9ED M/fwD H.Y_1tK75� LOCKING RODS ARE NOT REWIRED AT URRICME POSITION. BUT MAY --,4 -*9-®4r USED IF ED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 'S= 4. •ONE FIV LOCK ® BE USED AT CORNER CENFERMATES FOR ANY SPAN AND NSTALlAl10N5 ATN ELEVATION. VLV LOC or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO�1 CORNERSHALL cEwERIMTE W/(2) 1/4 0-20 x 1/2"LANG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP b�6SH �SHUTTFRT' SPAN SIWSCHEDULES AL BE DETERMINED AS PER SCHEDULSHOWN ON SHEET BE USED. LOCATKON OF LOCK SHALL BE AS INDICATED ON TYPIC� ��ELEVATION.VELEVATION.MMAXMUM �— 1; it'll 5 • ONE ALTERNATE HV LOCK MAY BE USW IN LIEU OF HV LOCK or FOR ANY SPAN ALO y pp/ INsr TIONS AT ANY ELEVATION.AL TE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/416-20x3/4'S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'6-20x3/4'ALUM. RIVNl1T AS SHOWN ON SECTION FATE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHARER SPAN OR TWO LR 1 / I SWI C LOCKS AT 1/3 OF SHUTTER SPAN. 8, ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 10 W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or 0 MAY BE USED AS AN INSIDE OR 44 OUTSIDE LOCK. ATTACHED TO 0 a 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE 1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f E N 1 J K L Y ► D • Y M % SHEETS 10 18 TYP. FULL *NOTES •NOTES HEIGHT. ON HV NTN LOCKS AND CENTERMATES: OF CORNER 1 - LIEU OF W LOCKS q!q OR FOR ANY SPAN AND CENTERAAAIE WALLA ALTERNATEAT ANY 110N N. r, LOCK DY IBE USED AS AN INSIDE OR 0 LOCK. ATTACHMENT ®a®a©•0a�a10 •®a OF LOCK ----n-3-0 LUDES USNC REAJFORCING LOCK AS SHOWN ON SECTION NVC. SLEET 9,WHK:H MUSE RE �.®a�e��•®°A CONNECTED TO CENTERINTES 0 AND 0 W/ 1/4'6-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8'6 x 3/32' WMNUT©'O•®a,{6�a•/7Ov�•®a MAXMUM ORW/ AND•BELOWI MIDSPMI. USE OF TWO LOCKING RO05 r TOP AND�BOTOM MANDATORY.INSTALLED AT AN OR 12' 9 OR TYPICAL �1� HV BLADE SHUTTER ELEVATION 1 MA mi,tem IV(a : ONE ALTERNATE HD ENDOCK LO MAYBE USED IN ED OF NV LOCKS OR FOR AMI SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE W LOCK�MAY BE USED N.T.S. AS AN IIISIDE OR LOCI-ATrp&MENT OF FD LOCK TO 0 IS W/3/8 x 3/8'F.H. SS.MS.•AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB- AND HDC-MIC.SHEET 10.LOCK MAY BE INSTALLED AT MUWAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®6 cOMPLLTELY opnowii- FLONDA BU CM oni h elocit urricane one R A:.7f "�4, 0 2015 EASTERN METAL SUPPLY.INC. EN L BERTHA VM AccordionShutter I ASS A WCRNIMMMAE TIWT TESTING 3 ENGINEERING COMPANY VHF Syft/m! DIMPIPKIN DATE wuvm er ML Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF O;` 6x6 M.W.36U.3L.Sb-305.VNDN.oNOE/M.FLORIDA 331 Phone:(305)071-1330.Fa:(305)071-1531 4268 WestfOOd4 Drive 2 DRAWING No ''L�'•• RI 't1 .-ma:tNJxeOOW.com West Palm Beoch, FL 33407 6 F 15-085 I'll, �••••••• `N WALTER A R11T1.k.P.E. 4 ' „J ONAL ����`�`` FLORIDA Uc.0 44167 5 SHEET P.E. SFACf 311N 1� 'RE/DATE 6 S OF 20 POURED 76F", .OMCRETE ULF ON POURED CONCRETE SCHEDULE ON OR CONCRETE NaCl(REOI� ET 13) REQURED -1/4Y-20x3/4'S.S. CONCRETE ANCHORS 1 SCREWSCONCREF,ANCHORS (SEE SCHEDULE ON w/1/4•-20 ( SCHEDULE ONON SHEET 13) 8 rOTt CANE(SEE MOUKIiNGOOK SHEET n SHEET 13) KlJfS O 12"O.C. - i I• -__ 2 14 _ E EQ��-1MACHINE SCC/RENS S. t• --- USING 1/4•--20 NUTS E L .230"Max. O 12" I O.C. i1-k5 750"Mox 0.1 _ I I 0 Max.O OPTIONAL • ' \�O.Pf1011AL 'I - Tb Das m 7$041 U 01 I 1 I`11 FM&A E 0 O oR ®e a SIM N ANI.S�PAMT10)1 TO GLASS ION ) At ® I MIN. SEPARATION 70 GLASS I _ ..`� G AR�—(SM F ON�T 11) E ---- E7(ISfING r(SEE SCHEDULE ON SHEET it) CLASS- QA HV WALL HEADER lucre 1 Anne U ©BV WALL HEADER INSTALLATION CO) HV WALL H AD R INSTA I BON + KEYSTONE mum _ - — a/165--1 MM. SLPARATION 10 GLASS I iaEr$d( I I OR Ce i�107 MMI. SEPAR1710N TO G1A55 ' T 1 F]OB1rIC, (SFE SCHEDULE ON SHEEP I I204M ) 1 i•'11 FOR MADE CAM) i(SEE SCHEDULE ON SHEET 1 1) aA6S i a 9 19 HVI E745TI rl OPTIONAL ' f - ' I� - I r E � � i i i i 1 i i i 1 1/4- (�,Mi�aFEMI OPIIpNL 13 as�.:JII0. oM11/4'0-20x3/4" S.S. '`E PHILLIPS TRUSS HEAD1/4'0-20.3/4'S.S. PHIWPS ANCHORS ) )$ MAC" SCREW$USING ... I CONCRETE ANCHORS �. MU55 HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 1• 1/4"-2O NUTS O 12"O.C. L (SEE SCHEDULE pl W/ 1/4'-20 NUTS O 12"OC. OR CON CONCRETE Min. POURED CONCRETE—• SHEET 13) OR CONCRETE BLOCK OR CONCHS fE BLOCK WALL REWIRED ANCHORS REOWRED HV WALL SIL INSTIL 1 1TIAN (SEE SCHEDULE ON POURED CONCRETE-. SHEET 14) CF)HV WALL SILL INSTALLATION OR CONCRETE BLOCK yOlti FOR CouBRI^noN WALL REWIRED CE) HV WALL SILL INSTALLATION OE aC11oN[� 1- SEE SHEET 4 VOR TYPICAL SHUTTER Emo INSTALLATION DETAILS W/ ASSEMBLY I"Iv BLADE IN NY WAY 1 SSUR AN CAN BE ATION. E0SPECLFIGTIONS ON 511EET 13) BLADE tvi l ON SHEEP 19 M/ANY WAY 10 SUR ANY INSTALLATION. 11111101 FLORIDA BULDNrG CODE Non Nigh Velocity Hurricane Zone r�P�'��...•:...��/�'•''�, ®2015 EASTERN METAL SUPPLY,INC. ' \CENSEBERTHA T►A { I A.S■S.A. Accordion Shutter System H.V.RADE/1 W/OR W/b KV. WMO01Y MADE American Shutter Systems q,G,,,,a„ DATE L oY. ,� AT OF TILLIT TESTING t ENGINEERING COMPANY 9�"'•• �c��� k� 83M N.M.3^.x,x.395, 4A CNMENS.RORM all Association. Inc. I OLD 11-192 4 I3/ts MSE. 4 13/15 P. (305)071-1530.Fax :(305)671-1531 4268 Westroods Drive z NAI E �` X779 West Palm Beach, FL 33407 s DRAWING No ` WALTER A T1LUT Jr.P.E. 4 15-085 'h'pA1 L111N,a FLORIDA Lk./44167 5 SHEET P.E. SEA(����`�IATURE/DATE 6 tCONCRETE ANCHORS w 3rS(SEE 1 OR @6 1 ,0 °1°'� 1 CONE (sem SC1FDua ON SHEET 13) I sowma aN(s�FT nuc `MID 4A s trDalnED 4LGE OF n KR MAX T.Ao ' OLASS xemWlo I NlET;p 9fE 4 v SLAC F I flA�m a I'-ali tem.a I APwIurLE ' I ALTERNAIC_\ FD(ISTMIC i - 1 CCAT 1 GULSS LCCAi'.ON i t I I I /10x3/4'HEX WASHER MEAD i ' 11 OF 0 $ 3/a MN. TEK SCREWS O 12'O.C. APPLICABLE CONCRETE ANCHORS I I- BE (SEE SCHEDULE N SHEET 13) I 1 EDGE OF SLAB IF E1�ISIB I ! EDGE Q 1 IH APPLICABLE SLAB IF 1, 1 EDGE a SLAB N i Arta LASS(%K APPLICABLE Q APPLICABLE POURED POURED FLAT ITEM CONCRETE EETM404ORS14) 10 AE (EN EET CONCRETE D. CONCRETE (SEE SCHEDULE N SHEET 14) /�H.OEm ♦ PSD REQUIRED fW HEM E ANCHORS REQUIRED CM 5'w n no Ilk OR ® CUHCRETF I a>Osm.® a I REODREo 0. D. (SEE SOMM ON SHEET 14) 11 .TRENCH INSTALLATtOlI -r VALID ONLY FOR UP TO +70. -75 PSF A.S.D. HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER (F) HV FLOOR INSTALLATION t SCHEDULE ,t3, SHEET 11 ( ) HV CEILING INSTALLATION EX6naO . —._-x«s wm 0., CNCwM ANCHORS 1I Toa (SEE SCHEDULE ON '—t ___�. SHEET 15) ,/sre A N�LED1 ME0STMC1ITECHNOLOW OR1/ab Tom I 1/4roFASTENERS TAPPM A�xS w/ MAXGI-ASS3/4•tJP To 6'-e SM 44D 4'"C.CRFOR S9MLS LAR"THAN I T UP 11/4- 1SEAVOr-M ATTO W-(r WAX APPLY io 1giE ET i(IIP.)T IttTR u4 DRs � ' l/® W- z WASH R SRX • onrt.SrALANr l TEN SCREW/14x3/4' 1NE3R LIfAD 1-1- 1 1� • 1/4-0- 4'56 NS TEK SCREWS 0 o'o.C. 1 }14.3/4'S.D.S. --- "0 ;1 I 1/4• • ,/.•.-sU Kars OR 1/4 -20 S.S. M.S. I - - 'O __ _ .•'�•• CONCRETE ANGORS t 6 7 C 3 O 0'0.C. Mm. •IY O.C. W/Nur•♦'E.C. I ( 14EDAAE ON t , i=P 7 aR 18 D25TM NON STRUCTURAL ------ t/2'1 1, 2.0o'•IML wJ-TRW(OECORATNE I 1 I EDGE OF 17 18 { ,-•1.-• E.D. ) SLABF \-I14x3/!'F.H.S.D.S. !2,t. '� POUr¢D CONCRETE 1 1 7 1 7 CONCRETE ANCHORS X) n B'O.C. RLOURED POURED CONCRETE (SEE SCHEDULE ON ONE SHEET 1 G SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE N SHEET 1 OR CONCRETE BLOCK atmatul POURED REQUIRED REOUIRED ,DI KEYSTONE�IL�IOUNTI�NGR INSTALLATION CONCRETE (K� HV WALL FLOOR INSTALLATION `L) HV WALL WALK—OVER INSTALLATION HHInaHlr 51unTR sPrN a'-0' WOUIRED C HY RAINGUARD INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: t IHRHIS NS A LATION N PERFORMED Y E D. = EDGE DISTANCE (SEE SPECIFICATIONS N S11FFT 13) ADJACENT TO OPERABLE EXIT ♦ SEE UM )ON OF USE FOR ASS SEE 4 FDR TYPICAL SHUTTER N ENTRANCE BADE N SONNET 19 INSTALLATION DETAILS W Z C, H V BLADE R2+ ANY WAY ToSUITTNANY N AACAN Ei TION. n FLORIDA BUILDING CODE(Non Nigh Veia,ity Hurricane Zone A:.�!zl2METAL 5HVI0- 13ERT - A Accordion Shutter System 1 L E C O E N . .S S.A. H.V. INADE,1 W1 aN W10 HV. WND0IW BAX *: TATE "►'�` *_= iILLJT TESTING 8 ENGINEERING COMPANY American Shutter Systems NEV_ MSCIIIrrwN RAIL DRAWN BY: M.L. o TATE OF :�; 6355 N.E.3Ba.R.W.3Ra,eRww CAROM s.na4r 331 Association, Inc. 1 ao n-18z 4/13/15 CTE: 4/13/15 Prom: (305)871-1530.Fax: (305)871-1571 4269 Westroads Drive 2 DRAWING No F;•• ,'G�``: .-.aa:UR-0-4— West Polrn Beach, FL 33407 3 15-085 719 A *1;,,'s/ONAt'e 11'`� WALfH A�LUT Jr. P 5 SHEET P.E. LL IG1OGE/DATE FLORIDA LIQ. 44161 6 F 20 SEE END WAU ETS 10 & la SEE NOTES ON LOCKING MOS 0.NV LOCKS p w o U T I N EXISTING GLASS INSTALLATIONS W/)H V ** AND ALTERNATE IAV LOCK®«+sIEEr 9. BLADE W HV CENTERMATES ��ETES PP OETAIL H�WI H 13L FOR CF3FIERNAITS APPLICATION Y6fH BLADE 1 OR END WALL CONNECTION 10"®a©'16a©'16aEXISOG GLASS DETAILS ON SHEETS 1O iff ••O•®aO.O•®a _ 1 I 2':2'KI/61A'-2I ®•®a�•®a�•® 3 1/4' 7• 6 1/2' 7- (6O63-T6 AUDI)Kll ►L ._... -_- ANGLE w/(2) 1/sv TAPCON 1/2• a®,® OP OO MC, SYMMETRYCAL ANCHORS CONCRETE ENTERMAT S CEN T S MIN. SEPARATpN Tz )t JIM3/4'SM.S.Y 12• GLASS (4)/1 AT EA S.YS. E TUBE1 O.C. FULL LENGHr. W or HV OCK r To SCHEDULE A7 FACH ANGLE(T- I * K * Z (ONE SHEETD11) 5 ® - 5 IN J 5 - 5* 1 t/ 2- 1/2. ® a a®a©•Oa® 10•®a O .J \._ /--�a ® ouT HVB ® a ..�iQ POUM CONCRETE HVA i a�aQ+O7�aa 8 1 •®�' t�GSTn�G GMtASS�S OCONCO E Is" SYMMETRICAL -— *—— I N MIN. SEPARATION r G1 5��•®a®.®a�• —�OCISTI `V O' -GLASS CE T RMATES* ®•®a©•®a®.®a (SEE �s LE 5 a • * W-J._HV K 6N7ER ) ®`®a®'®°A®'® ON SHEET 11) NLN.5 GL TION\ ® ® ® - 0 © -- - TO GLASS OPTIONAL a®' (SEE SCHEDULE - ON SHEET 11) IN (INTOMR) -----------.. -- ----_---- ---'---------- OUT CONCRETE ANCHORS As fir O.0 Z VAf6CS OUT - ---- 6 1/2-MAX.SLACK o—uTl (EXTERIOR) H V E H V F** AQ FLORIDA BUfl.DING CODE Non High Velocity Hurricane Zone 1111111111 NI/IIJJFI ID 2015 EASTERN METAL SUPPLY,INC. ���� H TM P.•'' CEN ✓ /,_ ASS AAccordion Shutter System 0 KV. RADE#1 W1 CR W/t KV. VANDOIN MADE *; �`�•* TILLIT TESTING R ENGINEERING COMPANY AmerIcarr Shutter System! EV. OESCAIFTM OAIE ORAWN BY: N.L. 6365 N.M..7an.SL,Slw] .VR41a CiAIM AS.rt 33A Association, Inc. I OLD 11-192 4 13/15 OATS: 4 13/15 o'• STATFOF �= 4268 Westrocds Drive 2 A'Nma (.ws)e71-A530.ra (305)e71-1531 DRAWING No .���� •-�+:Lift— .1-�., West Palm Beach, FL 33407 3 ®..0006719 '5_085 •• �a���� WALTER A.TN.LR i.PE. FU)ROA Ux /u167 6 SHEET P.E. 1C1RE/DATE s 8 OF 20 ALTERNATE NW V " " OC V A -T- LQCKS CENTERMATES8 do LOCKERS V BLADE z1 Els) INSTALLATION n HV BLADE OUT IN '��°�""� SAX(1) DETAIL HW.Nu"ED ON SHM7 HD CENTERMATES _ AS ELL ASINAERS+L ADATNO BLADEDETAIL 1D0-WOD. .(�j�,,.e� I�•®a INDICATED ALN THIS SHCET wrDN " Y DE USED nAl. END WLLL COWIECDOtl—, H 0.0-0. ''l-©-o°A HI6TALLA 10N UETNL JK%I"w TAS SHEET. OET s ALM SIfE1S 10 t t■ ©'@•©°'©•0'®- @-0-o'®-®•®- wu[211 1. i I y.- "\.9'® (pp1gMM� * ------- (xwaa I ------ --- (TOP/IIOfi011)He L- --- ------------------------__ .. ------ ---- --------- (1H1Hr1/J•s+Is ro Tt16E� i 110.3/.•SANE•1r a EMH AN(3E.tDP) oc.rvu LDKNf. # FIN (6)N.v. IN (q N.v. rw. 5I 3 ®LOG(T(INSIDE) 1t� Y Pee(1w3 a =----- _.� 1 - — -—-—-—-—-— —'— ® 5 1 1 1I.• w O - ® OUT 31 OR 3 1 or(� 31 011 31 aw 2 2 1/4" 0-20 x 1 1/2" S.S.M.S. -3g* (DP1 xYL) *SCC NOTE 6 FOR/b LOCI(® * ©- / W/ 7/8"0 x 3/32" WINGNUr. wm�L)HDB-HVB OUT HDC-HVC r LOCK,ON SHEET 5. 5NME,TRICAL HO CENTERMATES �0 Hv "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTt;�RMATES V1r/ at LOCK (INTERIOR) RIOR) W1 Cid LOCK (EXTERIOR) I 74-TJ 1111 ALARGE F -O O �•®- 2071-T3 A1111T)LARGE n 0..E 71MN ®a®�©: ©•®w SHEET NIRCI"UR PART DE. AS MWUfACYURED F)r AVOEL CHERRY TE%TORN,PM6PPa%.NETS JERSEY ©•O.©-©.O•®- 07051 OR EDUAL - -- a ®-®'®-®'®-®' 1011"—-—-—-—-—-—- ! i #$sorts(r HacHaNc ROD!®.w®TOOG ON vIHZT 5 �..� ##urmsx RJIHWIC HuoE©OrT.HOD-w.o 5 MVlI rOF Ni H.ORLwMtE4 AlttxwMN3 WIK TIDE Q HDD—HVDis FLOATING STACK FLOHDA BUU M Non High Velocity Hurricane Zone `a���w-- P, rtTE ��iO 2015 EASTERN METAL SUPPLY, INC. ���P1 '• �CEN S T✓9.� BERTHA H T� A S S A Accordion Shutter System L ECO NC. . . . . H.V. a"11 W/CR W/O HV.WNDOW MAX ¢ 1�/! American Shuster Systems DcxiwTwm DATE auwN Wf M . TATE OF �'Q TILLT TESTING h ENGINEERING COMPANY I �•, �•(` 6355—3N5.3t_Sb.305,vnL7lM CAFmcI1A nDlm1 331 MsCCiaticnr ITC. 1 OLD 11-192 ♦/1J/15 M1E: 4 13/13 Pnot,e :(3D5)6n-1sw.F-:(305)871-1531 4268 Westroads Drive = DRAWING No t �` a-sae e'rtcobPLaom West Palm Beach, Fl 33407 3 ' ........ ES-Dm oos - - 15-085 �yhss/ONAL N`T������ WALTER Aw Tt Jr.,67 SHEET of 20 P.E. SEI�WATURE/DATE �` "(J�.T X167 6 9 POURED CONCRETE OR V POURED CONCRETE OR POURED CONCRETE COFICREIE --- CONCRETE BLOCK WALL CONCRETE ALL REQUIRED OCONCRETE 13LOCK WALL REWIRED L REOUIREp BLOCK WALL REQUIRED MOCK �- -EXISTING GLASS /- EXISTING GLASS 2•L.1 EXISTING GLASS EXISTING GLASS MR r" ---`—— —'1j 2•A TO BASS M Lfl gPARA110N MN.SEP"" EQ EQ MIN.SEPARAJKIN 1 EE I m ro SHEET GLASS(SEE 10 GLASS(SLS I SCHEDULE ON SHEET 1/16•X3•MAX ON SFM 19 FOR SCHEDULK@y EE p-SHEET ' 1 EeI�E SHEU m 11 FOR Bl0E OA1q (6067-T6)COW. HAOESme® -- ,,,,,,•� _ ON SHEET 19 FOR ALUM.(CLOSER im# 1/ a-AM OON SHULT h\Q�f•F^E^RSIDEH� O® A"TE. (RL�SIOE M O' GF 4O) *USE I'OR 2• MAX. 1/2AIN. --------..._. (AS APPLIC.ABLE)X2'x1/6•X0•-2• #10X1/2•S.M.S. I ALLUNUMCUPANGLE10X1/2•SY. O 16.O.C.O 16.O.C. q (6063-T6 ALLOY)AT MID4 (1) /10X1/2-S.M.S. Tope— (2)1/4.0 TAPCONS ANCHORS TOcj - SEE OETNL % FORWALL AT 1.O.C. (LOCATE AT SIDE CONNECTIONEITHER SIDE OF O) OR d_R SEE DETAIL X rOR pR ► TO TRACKSSEE DETNL X ro,t.� 4SIDE CONNECTION ®« SIDE CONNECTION O -�.©•O7 r 6 1 •®a .6 7-•,8 1 •®- TO TRACKS .0'6 •®- 0j•®-©,0-0. - TO TRACKS ®-©•®+©•©- ©.0.0 (D-O•®« ©- 60 ®-®•®-®•®-� END CONNECTION DETAIL 3 END CONNECTION DETAIL 40 END CONNECTION DETAIL(j) END CONNECTION DETAIL W 4 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0- POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING 4 j ————— EXISTING GLASS REQUIRED GLASS 4 S - _ - - Lir T�0 1 (4F ,1 0 s. MH SFPJRRA710N Y II /``'------ ---- .0_L/�) 1SCHEDULERO�ASHEE� CDNC 1/2.M. TO CRSS(SEE D =-___- ____-- _ - _ LJ-"F1� -�RO� ON SHEET ON SHEET 19 FUR ANCHOR O - , EBlAADEm � CONCRETE ---� ILL/DES�e® 12.O.C. .S B AGES mSHEET h FDR --- - OR© ANT.T+oR -I 1 O.C. 1 2 MIN. 4 Ur_MIN. _ __-- - --_ OR OROR 2•MIN. 2• IN. ♦ B DEIMI,LA NS �US9 FOR �IOR OR®OR�OR� 'w BLADE �1�1 `P} OR � LAN DETAIL X L POURED CONCRETE OR .�-©• 70-8 i •®« (,®��'�-Ll'0 ®°'®•®- END INSTALLATION CONCRETE BLOCK WALL ® CT•®-®•�©•©« REQUIRED ®•®«©'®"©'©- �—©•OT •©-©•O•®- (1 HV BLADE OR 16 HV WINDOW BLADE INTO ®.®-©.�.©- ©•®-®•®-®•® CONCRETE OR CONCRETE BLOCK WALL.. END CONNECTION DETAIL 05 OO ®-® ®-® ®-� END CONNECTION DETAIL 6 '®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A TI( AA,, O 2015 EASTERN METAL SUPPLY, INC. '' BERTHA HVTM �P \GENS ASS A Accordion Shutter System 1 L E C O INC. . . . KV. MADE#1 w/OR wp KV. WHIMBLADE E American Shutter Systems DESCRPTION DATE DRAWN 6r: M.L. TLLlIT TESTING a ENGINEERING COMPANY STATE OF S .xis H.W.Se1n.a..S1..305.vnora GAF4)06,R 331 Association, Inc. 1 OLD 11-192 ♦13/,s DATE: 4/13/15 9' Phon.:(305)871_1530.Fov:(305)871_1531 4268 Westroods Drive 2 DRAWING No <"•, DRI '�► .-,110X:eX.o .nm West Palm Beach. FL 33407 3 '.,6s •....... (�� EB-OW8719 15-085 _VITALE� � WALTER A TIL JT Jr.P.E. A/ L0 FLORIDA Uc.t 14167 5 SHEET P.L. W- AKIRE/DATE 6 10 OF 20 SCHEDULE 11 SCHEDULE 112 SCHEDULE /3 MAXIMUM SHUTTER SPAN 'L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" )MUM SHUTTER SPAN*"L+" INSTALLATION LEGEND - NOTES, (ft.). FOR INSTAL©IONS®/ SYMME1$ICAL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS PFILOOR/CEILING & or(� or INSTALLATIONS W/ CONCRETE & WWD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or or MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. dt W/ ONE HV LOCKSHD LOCK ®W/ NO LOCKING RODS or ONE 11V LOCK or 0 or L-: MAX.ALLOWABLE SPAN FOR A arEN NECA7wE CENTERMATES & W/ ONE FIV Y W/ NO LOCKING RODS® OR W/ NO LOCKING A, 8. C. D, E, M, N, 0, P, 0, A.S.D. DESIGN PRESSURE RATING. ® ® ODS G F, K & L R. S, & VLOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR OTTOM SEE NOTES SHEET 7) G, H, I, 11, J T, U, W & X WNL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CFJUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE G & M rwAArNS LlAleluu GIVEN A POSITIVE XS-D. DESIGN PRESSURE RATING. A41),O 9M wip.oESLSr w5M.061CN INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. PREl41FR WALL MOUNTIO Q FLOOR/CEILING PRIsvA& WALL MOUNTING 61111" nOOR/af:YJNG Mo11NI1NG IiNG WWI & RA1e1G GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (WJ T (P-A) FLOOR/CEDJNG MOONnNG [o...c) OR DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. (+qtOR-) (� -) (+ -) ALL O MAXIMUM SHUTTER SPAN "L+"OR Z FOR EL Lf l- L♦ L-(10l4 -__L_{8) L L- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE OR LES 6'-0'IV--W 1 16'-0' 16--0' 30 _ 161-0' 16'-0' 30 16'-0' 16'-0' INSTAL If. INTO WOOD SHALL IE TINGED TO INS pLA A.S.AS.D. OESKK744 PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN l+'AND 'L 35 14'-10' 14'-W' IS'-2" 16'-0' 35 14'-l0" 14'-10' 35 15'-2' 16'-10' 40 13'-10' IS-10" 14'-2' 15'-2' 40 13"-10" 13'-10" 40 14'-2' 15'-2' (3) PROCSOURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-I' 1r-1" 13'-A" 14'-3' 45 15-1' 13'-1' 45 13'-4' 14'-3" t HV CORNER CENTERMATE /3 MAY BE USFD AT ALL COMBINATIONS IN BETWALL MOl1NT1NGS 50 12'-3' I2'-5" 12'-6" 13'-7" 50 1r-5' 12'-6' 30 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKINC SPECIFICATIONS W/ FLOOR/COIINf. MOOUNTUNT INGS: 55 11'-10' 11'-10" 12'-1' 12'-11' 55 11'-10' 11'-10' 55 11,-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITWE A.S.O. DESIGN PRFSSURE 11'-r 12'-4' 80 11'-4' 11'-4` 60 10'-2" 10'-1I' NOTE /5, SHEET 5. RATING: 65 10'-10` 10'-10" 11'-1' 11'-11' 65 10'-10' 10'-10' 65 9-5' 10'-1' OE(ER WAX. L, WAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' I(r-6" 10-9' 11'-S' 70 10'-6" 10'-6' 70 W-9' 9-4' L24= MAX. SPAN FOR FLOOR/CEAJNG MOUNTING 75 I0'-1' 10'-1' 10'-4" 11'-1' 75 f0'-1" 10'-1' 7S -- 8-9" tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. 80 W-10' 9'-10' 10'-0' 10'-9' so 9'-10' 9'-10' -L AND MAXIMUM AS.D. DE`4NG PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURF 85 9'-6' 91-6' 9'-9" 10'-r 85 91-6' 9'-6' INSTALLATIONS INTO(S)IdCRETE OR CONCRETE BLOCK RATING: 90 >Y-3' 9'-3' 9'3" 10-1' 90 9'-3' 9-r SHALL BE LjMnT D AS FOLLOWS: DETERMINE: 95 9'-0' -3. 9'-2" 9'-10' 95 9'-0" -31 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR MALL MOUNTING INSTALLATIONS. 95 6'-9' W-4' 9'-0' '-10 95 9'-W 6'-4' LIMITED TO +64,-72 p.a.F. AND 8'-0- SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING R)ON SHEET 7. INSTALLATIONS. 105--- --8'-7"- r-n' W-9' 9'-4' 105 W-7' 7'-11" 110 6'-4' r-l" 8'-r ' 6FINAL MAXIMUM ALLOWABLE SPAN 5 EQUAL TO THE 9'-2 110 '--4' r-r 115 W-2' r-3' 6'-4" 6'-11' 115 W-2' 7'=3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lr+', �2+', "L1-' AND -L2- 120 6'-0' 6'-11' W-2" W-9" 120 6'-0' 6'-11` (4) GO TO ANCHOR SCHED(A.F- WITH FINAL MAXIMUM 125 r-10' 6'-•6' 6'-0' 5'-5" 125 r-10" 6'-" ALLOWABLE SPAN AND NEGATIVE AS-D. DESIGN 130 r-s' 6'-5' r-10' 8'-1' 130 r-e` 6'-5' MINIMUM PRESSURE RATING TO DLTHRMINE MAXIMUM ANCHOR 135 -r-7, W-2' r-9' r-9' 135 -r-7' 5�=2= WIND ZONE SPACING. 140 r-5" W-111' r-r 7*-6' 140 r-3' S-11, ASTM E-1996 SEPARATION 145 r-r W-9" 7-V 7'a" 145 r-r 5'-9" TO GLASS 150 r-r W-r r-4' r-0" 150 r-r s-7' 155 r-0' W-5" 7-2" 6'-9' 155 r-0' s'-s' 1 T H R U 3 1" 160 W-11' W-2' r-1" 6'-7' 160 6'-11" W-2- 168 W-/0' W-1' r-o' 6'-4 165 6-10' W-I* 170 6'-9' 4'-11" 6'-11" 6'-2' 170 6'-9" V-1 I" 175 W-r 4'-9' W-r 6'-0', 175 W-7' 4'-9" 180 6'-6" 4'-6' 41'-6' 9-10' 180 6'-$' 4�•'-6' (� HV BLADE 185 6'-s' 4'-6" 6'-r w 185 6'-5' 4'-6' 190 6'-4' 4'-5' 6'-4' S'-6' 190 W-4` 4'-5' 195 6'-r 4'-r W-5" 5'-5' 195 W-3" W-3" 200 6'-2' 4'-2' 6'-4` 5'-3" 200 6'-2" 4--2' 205 W-1" 4'-1'- e`-3' -/' 205 W-1' 4'-1' FLORIDA BUILDING CODE(Non High Velocity Nurriccne Zone 0 2015 EASTERN METAL SUPPLY, INC. WHA TM A S S A Accordion Shutter System . . . N KV.aAIX f1 W/CR W/O KV. WNM RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. o4aMITION OAT[ DRAWN w..&6A.Y. G. * Association, Inc. 1 OLD 11-192 4/13/15 DATE_' 4/13/15 * • - 6=NM.3—SI..Sit.305,VIRGBNA GM¢JF .rtO 331IR Poona :(305)871-15.10.Fa. .(305)871-1531 4268 Weslroods Drive = DRAWING No 47� —.11.W-0-1— West Palm Beach, FL 33407 a EB-0006719 4 15-085 O,('•, LORI r\�`��� WALTER A TLLR Jr. P.E. 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SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E.G,h H ON SHEM 6•7) 1.ANCIORS TO SUBSTRATE SHILL BE AS FOLLOWS: POURED 9DCK Pam CWIIrJETE (A) TO EXISnNC POURED CONCRETE: (Min. Pc -3 Iasi) E@WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.9 TAPCON OR TAPCON WITH ADVANCED THREADWORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX.(Mn.1'c =3 k9i) SPAN "RS Ca•^ LEGEND - 1/4'9 x 3/4'ALL POWYS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY.(Mn.1'c =3 Tui) (11) _MM MMM PIEd1K WM OEM 1EA1TM:PFMK 11111Y OEM IOGWME PNMW POMC ....0 •� - 1/4Y BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC.(Min. Fc-2 Kai) 30 40 00 75 90 1120:160 W 40 60 1751190 120 1{0 206 30 40 60 75 90 120 180 205 TSN OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC-AND DISTRIBUTED BY ALL POINTS SCREW.BOLT &SPECIALTY 4 0 0 e 6 14 1 1 IAL 1 1 9 0 6 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 12 10 • a e { 6 14 12 10 9 8 8 { 6 14 12 10 • • 0 6 6 T ALLP INT TECH OLD-SET (Min.Tc = 3 Iasi) DR LES! 14 12 10 9 0 a_ _•_ 6 14 12 10 9 0 0 6 6 14 12 10 6 0 6 6 3 �'S W1 CAP W.IIE TAP W/CAP NO7F5: /4 12 10 f a 0 { 7 14 tt 10 9 • 0 6 • t4 It 10 • • 6 e 6 At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPOON wffH ADVANCED ITIREADFORII TECHNOLOGY ANCFIORS AND TAPPER+ 14 12 10 • 0 7 63 35 t4 it 10 9 5 6 6 14 12 10 • • 6 a 6 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4.-0. 14 12 10 0 a 9 { 6 14 12 10 9 • 8 { a 14 12 10 9 a 6 6 5.5 14 12 10 { • 8 8 4 14 /2 10 9 4 IT 4 44.14 12 10 9 • 6 ♦ 33 A2) MOUMUM EMBEDMENT OF 1/4.9 x 3/4'ALL POINTS SOUD-SET ANCHORS SWILL BE 7/e KIO THE POUREU CONCRETE.NO EMBEDMENT 14 12 10 • It 8 a 45 14 I2 10 9 • • 8 SA 14 12 t0 9 • 0 6 45 INTO SR1CC0 SFIALL BE PEt06T1FD. 1/4.9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/Y LONG MINIMUM SHOULD SHUCCO EXI.1'T, AND /♦ 12 10 9 73 S.S 33 - /♦ 1Y to 9 • 9 • 0 IL 12 f0 • a S.S ♦ •SFi WJ[ATgMS Or USE FTw 1' MINIMUM FOR WALLS WITH NO STUCCO. 14 1t 10 9 a 0 8 6 14 12 10 9 0 8 6 53 14 12 10 • 9 a 43 B1''OE 5' 0' 14 12 10 9 • f 7 4 - 14 12 10 0 0 a3 5 33 14 12 10 8 a.6 a s.s 3 A3) IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 0 8 7.514A - 11 112 10 9 e 3 6 43 1 12 10 9 6 • 45 75 ANCHORS SNW1 BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 71 li 95 75 65 ALA - - 14 12 10 9 e 73 63 4 14 12 10 f e 6 43 33 NOTES AI)R A. ABOVE.FOR RWALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL S11UD5 CONSULT THIS ENGINEER. FOR 14 tt Ni 9 0 ! • - f1 It f0 0 0 • • 6 14 12 10 9 0 0.6 3 ZS INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6-0 1{ f2 10 9 73 6.6 3 - 14 12 10 95 7 54 4 3 14 H2 • ISA 53 4 3 - 14 12 10 • 6 a - - 14 /Y f0 • a •A 6 14 12 10 93 0 0 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 8 63 SIS 3 - 14 12 10 9 6 68 4A JII 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. 7._0• 14 12 10 f 0 6 - - 14 12 10 9 • 7 6 4 11 12 10 • A S.6 _♦_ 3 - 1/4'9 x 3/4'ALL POINTS SOLA-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW. DOLT a: SPECIALTY COMPANY. 14 12 10 • a.5 ♦ - - 14 12 9 7A • 4b 3A - 14 a5 43 &B - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 10 03 7 4 - 14 12 10 f 73 SIS 4 - is /2 a 7 73 ♦A - - 1/4Y TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED N'ALL F'09115 SCREW.BOLT h SPECIALTY 14 t1 7 53 sb - - 14 12 10 f 73 u 4 - 14 12 f 7 6 43 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTH0lTIIED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSiE"MS ASSOCIATION.W. 8•_0• 14 12 10 6 • &S - - H4 12 10 9 • 6 4 - t1 it t0 a ISA 5 JS - NOTES: 14 12 0.6 7 a6 3 -1- 14 12 • 9.6 6.6 4 3 -P1.111" 0 5 4 3 - - 9.1) 61MMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS ANO TAPPER+ ANCHORS IS 1 1/4'AND TAPCON 14 12 93 7A • - - - 14 12 " • •3 5 - - 14 12 ■ 6 63 4 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS NS 1'. 13 95 6.5 6 L - - 14 12 10 9 65 6 14 12 0 6b 4 9•-0. 14 12 10 9 _• - - - 14 12 f0 9 73 -:4,114 12.a3 7 ISA 4 - - B.2)uWmAUM rMBEDMEHT OF 1/4'#x 3/4'ALL POWYS SOLID-SET ANCHORS SHALL HE LNTIRELY EMBEDDED INTO THE CONCRETE BLACK.NO /4 115 7.5 • • - - - ♦Y 11 �7 63 6 3.6 1 4 5A IS J6 - - - EMBFpAEM MD SRICCO SHALL BE PEIGIITTED. 1/4.9-20 S.S. MAGI SCREW USED SWILL BE 1 1/2'LONG WNIMUM SHOULD STUCCO 14 12 0 4A - - - K 19 •A 7 4 - - 1 65 7 S3 6 4A - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. lA ILS 55 4 - 14 1Y 7 4 4A - - 14 11 7 &S 4.5 10'-0 14 12 10 9 7.5 - - - 14 It 10 8 - - 14 It 0 • 4 - - 0.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VETNEFR BE FOUND ON THE EXISTING WALL OR FLOOR, 11 1 7 S 3b - - 1J 9.6 a3-41' • J - 10 73 S 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FINISHES.ANCHORAGE SHALL BE AS INDICA ON 14 11 73 SA - - - 14 13 f 6 6 • - 23 93 • 5 4 4 NOTES B.i) a B2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS W1TM OR WfTHOUT METAL STUDS CONSULT THIS EHGNEER. 03 0 6 - 14 12 a a.5 SS 1 - 13 to dd 6 4 3 FOR INSTALLATION INTO EIFS WITH META.STUDS SEE SHEET 20. 11'-0' 14 12 10 - - - - 14 12 f 7 8 4.5 - - 14 O3 7 53 43 J5 - i5 f3 5 Y 9 a ALA • 3 9 7 Ib 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING Al OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER N 10 7 - - - - - 14 OS 7 53 43 - - - 13 ISS Sb 43 .76 - 9.5 7 4.5 - - 14 13 75 a - 12 9 4 43 4 - _ (D) SEE SCI/LOUIE BELOW FOR EDGE DISTANCE E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12.-0. 14 12 10 - - - - - 14 12 a 65 63 - - - 13 10 ISA 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IS 66 4b - - - - - 11 6 5.6 4 3.5 - - - a a • J - MAXIMUM ANCHOR SPACINGS ARE VALD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS TRW THE INDICATED,REDUCE ANCHOR SPACING 34 ISA • - 13 95 6.5 5 4 a 5 4 BY MULTIPLYING WAGING SHOWN ON SCHFWIE BY THE FOLLOWING FACTORS - - - - 14 0.5 7 33 4.5 - - - 11 03 S3 43 3A - - - REDUCED SPACING OBTMNED USING FACTOR S/YLLL NOT BE LESS THAN AMINAL SPACNC NUGiED FOR EACH ANC/IOR TYPE. 13'-0' 14 1 - - - - - - 14 15 75 6 6 - - - 12 9 0 43 • - - - FACTOR 10 73 6 4 3 - - - 7b 55 4 3 - - - - ACTUAL r of - - - - - - 12 • • •b 4 - - 9.3 7 0 4 - EDGE TAPCON TION WITH ADVANCED ALL POINT SOLD SET BLUE TAP w/GIP TAPPER + 6 _ - - _ _ - 13 9A 6 _ _ _ _ O3 73 5 4 - - - _ V D DI(.�ANCE 174RFADFORM TECHNOLOGY MN.14.-0• 12 - - - - - - 14 ISS 7 SS - - - - 11 a3 5A 43 - - - E.D. MIN.SPACING - 3' MN.SPACING- 3' N.SPACING - 3 1/2' WN.SPACING . 3• 3 3/4' 4' 7 - - - - - - • 7 43 SS _ _ _ _ 7 5 3A 3 _ _ _ _ W ED CONCROCKR FOURFD OOWFIE ODNCfEiE IDOL POURED CONCRETE A FOILED a Pq�03EMW 00R2E1E am a - - - - - - 11 8 5.5 43 - - - - f as 4A - - - - - WINDOWHY Fiat.EDI URL Fb•J 1/Y IML EA•2 1 CONCRETE BLOCK CONCRETE 111011,EA-3 Itr NINE M•IaACK Ml ru=3 1/2' LD.•2 1/Y 14 - - - - - - - 3.5 10 63 - - - - - as • s - - - - - BLADE WORKING 3" 1.0 13 a0 1.0 _ 0.78 1.0 oa 1.0 9 _ - - - _ _ - 85 6b 4 - - - - - a5 6 - - - - - ML - em lA - - 0.67 to 10 - - as a 6 - - e5 -6 4 - IN UNISON ♦ er _ oat - 7 - - - - - is a.3 - - - - 9 65 - - - - - - OAl - - - 0.43 - 14 - - - - - - 25 93 - - - - - 10 73 - . ..._16'-0" 6046 4.5 3 0.35 - - - - O.J6 93 7 - - - - - 6 4 - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ,A`A[?,P.TIL( 0 2015 EASTERN METAL SUPPLY, INC. GENSF'�9y BERTM A "IL E C O INC. .S.S.A. Accordion Shutter System H.v.BTJNDE;, w/CR w/o H.V. wrooW aAwE American Shutter Systems 11tv.omk DE"VTM �, E- Nr TTLIJT TESTING h ENGINEERING COMPANY STATE OF 44,- Association, Inc. 1 OLD 11-192 4 1 5 OAIE: 4/13/15 = 6763 N.N.]ISM.n..Sb.305,V6WWM GNtGa15.R1xt10A 3J1 Trona : (305)671-1530.Fox: (305)671--1531 4268 WCSt roods Drive 2 DRAVANG No 0 ''.���\` maee�6oewl-m West Palm Beach, FL 33407 3 15-085 N/,S100V 11pAA` WALTER A Lk E Jr.P a SHEET P.E. 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