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HomeMy WebLinkAboutProduct Approval Business Professional1 0 3rj BCIS Home 1 Log In 1 User Registration l Hot Topics i Submit Surcharge Stats @ Facts Publications FBC Staff BCIS Site Map Links Search db' Product Approval r /�0 USER:Public User Product Aoor—v l Menu>Product or Application Search>Application List>Application Datell FL# FL389-R9 Application Type Revision Code Version 2017 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 RECEMD Category Shutters FEB 2 A 1018 Subcategory Accordion Permitting Department St.Lucle Count' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 Henry Kampmann Jr. M P7 Validation Checklist-Hardcopy Received ® Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.. INC. �iI DRAWING 17-106 CERTIFICATION OF INDEPENDENCE W.PDF 1 FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 _l CERTIFICATE OF INDEPENDENCE.PDF assai 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 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party: Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See ther spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades re al s 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D". Max. Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and ures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 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: GENERAL NOTES: 1. BERTHA M.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA _. BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SMALL 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 (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES CL & to BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.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 THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD--1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HV ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD INS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE 0' #021401 03, #0715.01-03, #1004.01-05, /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-1686 AREA 2: HV BLADE(,AND HV WINDOW BLADE 641 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES i, 2 & 3) & /1220.01-10 AS PER TAS 201. 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE G /0505.01-DB 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 O, AND HV WINDOW BLADE ® ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14.2.75'AND /14.1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMAIE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEI D COATING SYSTEM AS MANUFACTURED BY AFPROVED CEN TERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ks. AND 35.7 ksi FOR END CDETAILS 1-B, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUUMM SPAN N TABLE$ 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 It.; MIN. YIELD STRENGTH AND 90 ksi MIN. IENSLE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.1 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE 'D : 12.13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 1D&G WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 8. IT HISBERTHA HV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT /6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN METALSUPPLY, INC. AREA 3: HV WINDOW BLADE :tA ONLY SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRLSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: WRING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV ANU HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READ VISIBLE LOCATION AT ACCORDION SHUTTER IN 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. LA13EUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (6) 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) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DTVIATF FROM THIS DRAWING SHALL ONLY BE USED TO ME CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT S17 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 WILL BECOME THE ENGINEER OF RECORD (E.0-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.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. nWWIW"••• FLORIDA BUILDING CODE Mon High Velocity H rricone Zone HII . /,I" 02017 iLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. VIII -V THA HV. 11 L E C O N A.S.S.A, cordion Shutter System H.V.FVRfia/1 W/CR W/O Liv. W N DOW RAX American Shutter Systems REVm ON DESGIVMIN DATE DRAWN BY: L.G. Af{ R TILLIT TESTING & ENGINEERING COMPANY 7.W MAA 6355 N.W.36TH.51.,Sts.305,NRCNM QUIDENS,FLOROA 3316 Aa30CI0}IOn, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/77 • PNone (3o5)en-1530 .Fa, (305)871 1!31 4268 Westroods Drive 2 �` d .-mm: to«o&oa.�wa 'West Pclm Beach, FL 33407 y DRAWING No S/Q..a� \A``, WALTERR79r.P.E. 4 17-107 IRE. S`FAtf SfWIURE/DATE FLORIDA` "167 5 SHEET 6I OF 20 fir.rapt moor KM© •7 /Aft E5 1. f oYrk. ,.zoo• ' 4• i ` 4.385' I 1 r HV 90.1180' STARTER CHV SOLID BLADE CHV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 ,� QUALIFIED OR USE W/ QUALIFIED FOR USE w/ HV BLADE 4 HV BLADE 1� HV WINDOW BLADE• 6005-TS ALLOY AND TEMPER `�OUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLAID'SEE LIMITATIONS OF USE OF E.ADE L�ON SHEET 19 6063-T6 ALLOYLLOY 11 TEMPER 1 12 - A� 24• 6063-T6 ALLOY AND TEMPER I v�! 0ep' I o1 §70' 7 3.556• FI ( -) 994' n � .670- 2226•---n 72 N, T�12 All i c P -- ----- 7 HV ADJ. ADAPTER WAIP "0.072• II 3226" QUALIFIED FOR USE W/ HV 18 HV WALK—OVER TRACK . CHV ADJ. FLOOR TRACK BLADE C' QUALIFIED FOR uSE W/ HV I\9 HV TRENCH TRACK ' 3.7y0 6063-T6 ALLOY AND TEMPER BLADE oUAunED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY ARo TEMPER BLADE(1 ONLY. 110 HV RAINGUARD BLADE',i) _ 6063-T6 ALLOY AND TEMPER vCUALIFIED FOR USE W/ HV 6053-TS ALLOY AAD TEMPER VARIES 1 t5•, $i 1--- VARIES 1956• 6063-T6 BLADE ATTD TEMPER H Yaw. Ok.I gg 1917'. t o E. . 063• __083• Mfr r^ .100 -. _ ^i _i 0• --� •+ 93 870 7670 6` l 3.529•, 70, 7 3--5 —� _ •�_ 11 HV CEILING HEADER 1 HV HEADERISILL (3 HO CEILING HEADER/SILL OITkIFIED FOR USE W/ HV BLADE 1.ONLY, QUALIFIED FOR USE W/ HV BLADE 1 ONLY (� 6063-T6 ALLOY AND TEMPE QUALIFIED FOR USE W/ HV BLADE(I) 114, HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY" SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE n ONLY. 6063-T6 ALLOY AND TEMPER II(---6--� rU U COMPONENT A B TI T2 tii X LIl t yl Y 2' �Od25" t' t' .062• �I Q I 2• S'MAX. 1/8• 'i t/6' L:11 2' 5'MAX.I 0.192• 0.192' SIDE ANGLES ALUIIINUIi ANGLES 20 CORNER POSTS '1 2s' 7•MAX. 0.190' 1 0.190' QUALIFIED FOR USE W/ MV I I OUALIFIFC FOR USE W/ HV BLADE QUALIFIED F0I USE W/ HV BLADE IT 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. „+,A 2' 5'MAX. Q136. 10.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALL Y AND TEMPER 011000 FLORIDA BUILDING CODS(Non High Veloc,ty Hurricane Zone ,1iW. VIN •• '-I - _ _Z_2C17 FASTRN MLIAL SUPPLY, INC. ,�► .• ... lk�,moi n2(117 T%1EC0.INC. B R HA TM MENS� .. � A S S A Accordion Shutter System / I� O 1 N C. ■ ■ ■ ■ KV. BLADE ft W/OR W/10 KV. W HM BIAX �J O�� * TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems 66rr Y cv. 9Exw"6N VATE DRIM ar: L.C. 6]]5 N.W.]6tn.St,Sb Jo].rwacu crmEl+s.rLDna.w� Association, Inc. t OLD 15-085 7/27/1 CAT: 07/27/17 4268 Westroods Drive 2 Phan, (305b71-1570 rek (305)871-1531 DRAWING No 'o pRID� r 1`� West Palm Beach, FL 33407 3 ��ssf ............. •••......�� t11tt wALiER9 On0U7'?r. P.E. 4 17-107 /V' t nowDA u�. 4.167 s SHEET P.E�3ElhiCll�E/DATE 4 2 CW 20 _1,576' DIC CAST -.-. 293 i- 6.3 FIAT rEAO I I�REAXD 1 HOUSING EN44AEL _ 3 .743' I -- 554.5. O"D PAINTED '/jpEgpE -"-dE GST OI (2 TYPJ o HOUSING ENwE_ 41 BOXED PAINTED _FRNNS'UPN oRaL CYLINDER •371 + �k'R L_ v A KEYS(CHMME (CHR04E hA FD) O HV CENTERMATE ) �.J L_— _ "j a PLATED) OUALIFIED FOR USE W/ HV BLADE( & 'S~ONLY 32.5 Y ® �K ® HV E6RES5 LOCK 6063-T6 ALLOY AND TEMPE OUACiI`IED FOR USE W/ HV BLADE I & 1A.ONLY 9 � •0 _ _ 67s' QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TFMPFR - �f`j3 HV CORNER CENTERMATE BLADEQQ & I A ONLY. BLADE 1)& �ONLY. r OU Al IFIED FOR USE W/ HV BLADE:1 ONLY •-.250'O.D. 2874' 6063-T6 ALLOY AND TEMPER _ te_ X18. PLASM MEAD ^, T^ 1.756' .922' 72 - 40LDE: TO I-_L~�JPI 4.045` -7 SCRCW 2.079' .01p.O7A°.3' .oCyr f G—T ' ^� ^ A FTi°E�R RIVETING G ^ � ' BEFORE RIVETING6Z /4"9-20X 3/4" S.S. THUMBSCREW 1/4.0-20 RIVNUTe SERIES 9444 ALUMINUM(2024-T3 ALLOY)URGE FLANGIF Two L- I 2TS0 L76p' 4 SHEET NUTSERI,PART/0820,AS 4ANVFA T'JREL 6Y AVOn a - CHERRY TEYTORN,PARSIPPENY,NEW JERSEY 01051 OR EOUAL. PUN FRONT ELEVATION .; HV MALE "T" LOCK CENIgRMATE4.ss6' 27. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(I)ONLY (�9 HV FEMALE 'T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(I HV,ONLY QUALIFIED FOR USE W/ BLADE ONLY W/Hy BLADE��],,ONLY BLADE�1�ONLY. 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPEA� 1,917 n 1.917' _25 3.761 �o _7 I � `z p 063' - i` .} CYLINDER OR URN q .214' 76 9 .063 '062` irJ62' I KEY C KEY CriINDER ` .2'4• N E-- • 1�Im ^ h N 0.875'win. nl m nI ', 7 .125'MSI. 31 HD CENTERMATE W/ NO 49CKING ROD 32 HD CENTERMATE W1 LOCKING ROD a - QUALIFIED VOR USL Vr/ HV BLADE!J I& to QUALIFIED FOR USE W/ HV BLADE',_"& (I Al 6063-T6 ALLOY AND TEMPER `' HO CENTERMATE'S INSERT EO-' ki 6063-T6 ALLOY AND TEMPER oVARIES. 12'MIN. QUALIFIED FOR USE Y!/ HV BLADE.t & 1A a1/4r20 ss OR 3/8'4-16 . 6C63-T6 ALLOY AND TEMPFR -A TAIL 11K1A615CREW5 }t/2^ YUMB�TURHN (SEE DETAILS) _ RKFY SIY YLINDER LOCKING ROD1M9K HD LOCK QUALIFIED FOR USE W/ HV BLADE'." 36 HV 3/8"�_16 ACETAL :37� HV 1 fes" 0-20 AIS 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 15) 6063-T6 ALLOY AND TEMPER RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE,1 & iAI Q DRILLED WILL REQUIRE A 7/16' ENT ED FORTHUMVjF L.&_S QUALIFIED FOR USE W/ HV BLADE � FLORIDA BUIL�NI C0DE Non Hi,h Velocity Hurricane Zone D ILLED A. TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE 1, IIr P A• t, 1' C2011 EASTFRN MLTAL SUPPLY. INC. \EI .(C. 0201 1 TRTECA,IN!' BERTHA HVTU A S S A Accordion Shutter System ` 1 L . .ECO INCLNC ■ FAV. a"/1 W/OR W/O KV.WPOOiN BADE American Shutter BY: L.C. S stems TILLIT TESTING & ENGINEERING COMPANY r 0[fiC61RTTON DATE DRAM 6355 N.W.3°m SI..SIA.MS.MRG. GARDENS.F OPOe 33- Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 STATE f* \� °ae 30s 71-1530. F9. 4268 Westroods Drive 2 ' '.•• ( )e (3D5)a7t-Is3' ,c^^,•�( �•;:Z`V\\ W,,:cn«Peva�°m West Palm Beoch, FL 33407 3 DRAWING No OC C •ORIU ��\\ ER-C6719 7 -107 {A E\pp �4Cn\ tE\ WAITER '. A. nLJi Jr.P.E 4 P.E SdA�/J6RvE'%DATE ROFIDA Lic. A-4167 s SHEET 6 3OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV �.• 12 M. IINICE .0625" Q HV BLADE 1 I Nv wl1 eIADE 1—,�4- tx -� � _ 3 I 0625 .0625' ® HV BLADE 1A ll !!,, I I � euoE's— ' y oPEn ten' r ® HV LONG RECESSED NYLON BUSHING �/ o n 11 KNUCKLE 0525 0.062 HV SHORT RECESSED NYLON BUSHING �y�! 4 HV NYLON HAT WASHER Q OR ® r ! f Mr PORT,DN Rt.// � /3150' In / HV WHEEL CARRIAGE AISI 302-303 SERIES i i ® { e3ll'- FIV I h� µ� �i02.0 50• X 0 870"x3/16' THICK NYLON WHEEL. ;Z F- 1 2 7/0"MM. M' T tt� 03. 0.188"0 AI51 302 SERIES 5.5. RIVETS --""1 l —� st7� .0625• 3.7500" ® --0625" HV 1 3/4" ACCORDION PIN W/ /8 HEAD # EXTERIOR �; aPErONGS I N CENTER �rr.,�N u ON CENTERS•,. ,yin.. © 2 3/4' ACCORDION PIN W/ N8 HEAD * — I 4 4 - y J ! —21/4-! "t- -ry^01 CLEAR : ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i r SEN TYPICAL HV WINDOW BLADE ;1N AND ® - 'POLYCARBONATE HV WINDOW DETAIL RE"EMENTS) i (D OR ® I ' *POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 I BAYER MAKROLON 3103 POLYCARBONATE 1— IRESINS• UV-STABILIZED GRADE OR SABIC =�trio a�oT�..NIE INNOVATIVE PLASTIC LEXAN 103 RESIN H ` I 0 OR ® I (SEE NOTE "F' ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR HOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR !1' ® POLYCARBONATE SOURCES FOR U4 i EXTERIOR ,�,� �T HV ® BLADE. TYPICAL SHUTTER ASSEMBLY IBJ „o N.T.S. (,� 11'F'x'K I•Iro'9Rr9:s mA1a9m (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT Nv PIN©oExrl�ltoe xrFElmlcc ..'•di. _ GLADE'S KNUCKLE. • EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324-, (SEE NOTE • FOR sPEa cNA•A ASTM om o.ou e% 0.0.3 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 048-- < O �'J { REQUIREMENTS) iVP.'I i � rolsiE nn 7 smcrcrn Arn I19]6 9.•09'a 9.soo'.. FIU SIN_N:In.1 HELL Asn TIM 12.509 au IJ•.o0 0.. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O :I E=w womus Asn o»0 W.000 P 3.5.000'•. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. B� I I N01ptu N00 Asn 0756 Is n-�e/„ 17 SHEET ® Ebue■I�oleee®Imes WHEEL CARRIAGE DETAIL L v10KE DOW, AM 029.3 .12 x 6.5 x NAx ASSEMBLY LAYOUT WE Or&A." Asir Dem C-1 nwss C-1 .1"_ 'EU 01919 10.0'F 960'f •f.TNERING: A51Y 9105 'F`:59F STAET.:M MEF.—EF N:: ASN 639 9301'..• 66.9'... IHV BLADE SOLID & AI HV WINDOW BLADE DETAILS RIE —ES'9EFGaE AAICxaG .1.5b 6N1 p.ai. IM p.0 N.T.S. 1II��F/ �i����' FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ✓ C2017 11LTEC0.INC. *2017 rASTERN MEtAL SUPFIY, INC. BERTHAV TM a � A S S A Accordion Shutter System L E C O I N c. H.V. BLADE g1 W/OR W/D KV. WINDOW BLADE TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN 11r: L.C. Q••'•, x`5 6335 M.W.3691.A.s1•.305,vu6wxA CMOENS.FLa6a:. Assoclaflon, Inc. I 0-D 1-085 7/27/1 DATE: 07/27/17 ' s PII0r1• (305)671-1530.F96:(305)671-1v. 4268 Westroads Drive 2 E3E •-�*t1r•�•0•a�0^` West Palm Beach, FL 33407 3 DRAWING No SS/ANAL EN61' ER-00067" 17-107 WALTER A TxLT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA L¢ 44167 6 _— SHED 20 ex 'NOTES ON HV LOCKS AND CENTERMATES: A C U Y If3v g,�v,� 1. MANDATORY CONDITION I1: ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 "L� OR '2' AGOVT OR BW 2 OF SHUTTER SPAN FOR SPANS UP TO 105•, AND FOR INST TIONS AT ANY • LO 1 1' ELEVATION. HV LOCK � or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR g CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON On In TYPICAL SHUTTER ELEVATION. ®- 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2 OR Q§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES X21 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3, 12 OWID ONLY WHEN MNJPA=CONDITION &I OR LIM 42 IS USED W/TWO H.V. LOCKS), LOCKING RODS 0 ARE NOT REQWREC AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 4� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I 4. MANDATORY C014DIilON /2: ONE HV LOCK S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN !•SII I AND INSTALLATIONS AT ANY FL ENATION. HV LOCK 24 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, II I ATTACHED TO 23 CORNER CENTERMATE W/(2) 1/40-20 x 1/2• LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �5 AT TOP & BOITOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ga I I MAXIMUM SHUTTER SPAN SHALL HE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. pg« 4 I ONE ALTERNATE ALTERNATE HV LOCK MAY BE USE IN LIEU OF HV LOCK or 5 FOR ANY SPAN AND qq INST UT10N5 AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT V34i� y; = OF 1/4'0-200/4" S.S. THUMBSCREW TO f9 OR 04 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. N b�+f=ytH$ IgD eV0 og� RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ` , =g=mgY•t !J LOCKS AT 1/3 OF SHUTTER SPAN. 8. MA`!a=TORY C.^•!O(T10N J13 FOR KEYSTONE MOUNTING INSTALLATIONS.- ONE HV LOCK® or 23 or;0 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 t NI 11111 111 11 11 96', AND FOR INSTALLATIONS AT ANY ELEVATION. NV LOCK Q3 or 23 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�1 or('SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS X5,5 W/ SEE EN TKNE .�� OR("TOP AND BOTTOM IS COMPLETELY MANDATORY. CONDETAILS ON SHEETS8 TIP. FULL ++ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER wm e�� 1. SECOND ALTERNATE TO UANI CONDITION Jj VAUD ONLY AND CENTERVATE Yft• ONE ALTERNATE HV -T• LOCK MAY BE INSTALLED IN LIEU Of HV LOCKS }OR FOR ANY SPAN ANO a`'a 6 •1/ a 8 1 °1 Ir+,IALUIOH AT ANY ELEVATION. ALTERNATE LOCK l� MAY BE USED AS AN INSIDE OR OUTSIDE LACK. ATTACHMENT 'lT O J O°"O•� OF LOCK �0 INCLUDES USING REINFORCING LOCKER O . AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10.�a©.�a 1�• a CONNECTED TO CENTERMATES 0 AND @,W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1• S.S.M.S. INTO A 1/4.0. 5/8•RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' I�•I� •��a •17 •®a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 03 TOP AND BOTOM IS MANDATORY. 8'•�a •�:4R�•(s;..'13 �y "'NOTES QN HD LOCKS & CENJERMATES• 1. MO a OZ-U W/ No ;2 W/ 33 ONE ALTERNATE IID LOCK 134 MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 2_4 OR;�5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 01 MAY BE USED N. .S. AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF HC LOCK 34 TO X33-IS W/ 3 /8 x 3/8• FH. S.SWS.. AND INCLUDES T REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HOB-HVB AND MDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. FLORIDA BUILDING E(Mon High elocit Hurricane one "-Z/, 02017�Z c1017 1tLTECO.wC. C 2011 EAS'ERN METAL SUPPLY, INC \+ �P ✓ JC ENs� •.. 9 z A S S A BERTHA TM /IT L E C O �N�. � � Accordion Shutter System H.v. etaOE /T w/OR w/o H.v. NIroOW HAIOE � A American Shutter Systems REV6 ft DESCRIPTION DATE ORA"N BY: LC. :• TILLIT TESTING & ENGINEERING COMPANY Q Association, Inc. t OLD 15-Cas 7/n/, OVE: 07/27/- N'.Je( Sl.Sb.M.V"Fo,: (3055,ROROA 3710 O 'r•�.pF \\ P°tee (305)871-1530.Fov: (]05)871-1551 4268 Westrocds Drive ° DRAWING Nc Vy ••' \�EEI, em EBUCO0c87"1900�+ West calm Beach, FL 37407 J 17-107 �4NAl E r+ 'ALTER A.TH-X P.E 4 FLOIIIDA Lie. 1 44187 S SHFFT P.E. SEALJSI wAfURE/DATE 4 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE POURED- POURED CONCRETE- (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE I SHEET 13) REQUIRED I/4Y-20.J/4'S.S. REWIREDREQUIRED CONCRETE ANCHORS (-MACHINE SCREWS -CONCRETE ANCHORS 1©1$ A Foa TONE(SEE MOUNTING(gaN SHEET 7) _(SEE SCHEDULE ON ` W/ 1/4"-20 ` (SEE SCHEDULE 011 SHEET 1J) / SHEET 13) `NUTS O IV O.C. 1 1. 12 oR�j \ Min 7 ,-I/4'6-20x3/4'S.S. / rMln. I, 1 EQ EO MACHINE SCREWS -EO E0� r -?' USING 1 4'-20 NUTS _ _ t 9 r 1/2' � / I/2"- O 12'O.C. 1/2 E. D.+ I .250'Max. _-__ ©� I __ � I, 13 OR 15 E D. L'-'.___ \\ .250-Max. E.0.. ry .250 1— I EAI' I I I I F.D.• \ Mm. OPTIONAL NN SLPN TION -OPTIONAL MIN ToSDILXXaAbs(sE . IERWE� 10 OR MIN. SEPARATON ro cuss 1 ON SHEET 14 FCR I © ' EXISTING EXISTING I gl yA® MIN.SEPARATION TO GLASS I I 1 GLASS EE SCHEDULE ON SHEET 11)- GLASS--t __ L SEE SCHEDULE ON SHEET tt) EXISTING I •-------- - - -- - - __ — GLASS _ I A HV WALL HEADER INSTALLATION - C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE / EXISTING GLASS--1 W ♦ ''I i, - _ MIN.SEPARATION TO CLASS 1 10CL45LEO(a I I 1 OR MIN. SEPARATION TO GLASS i� - 1 EXISTING SEE SCHEDULE ON SHEET 11) 1 t�Ee0E(D I� `(SEE SCHEDULE ON SHEET II) GLASS) OR SHEET a roa EXISTING 3 {- GLASS-- f OPTIONAL 44- E.O. 1 D+ �r L I I 1/4 M-X11 i;" M � Max. I OPTIONALJ 13 O E. D.► OR 1' I i i� F.D.• • 1 I /. I I I 11 I 11 2 EOL!-CO 13 t. 120814; r--'- 1/4'6-20x3/4'S.S. \ , `- -- PHILLIPS TRUSS HEAD Q+ MACHNE SCREWS USING t CONCRETE ANCHORS 1/4'C-20x3/4•S S PHILLIPS -- - -CONCRETE ANCHORS 1 18 - -----�- —TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 1 1' 1/4"-20 NUTS O 12'C.C. CONCRETE SCHEDULE ON W/ 1/4•_Jp N�o Iy O.C. POURED CONCRETE Min. POURED CONCRETE- SHEET 13) OR CONCRETE BLOC✓ (SEE A OR CONCRETE BLOCK WALL REQUIRED INST .. - -- , CTE ANCHORS REQUIRED O HV WALL SILL INSTALLATION D HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) CR CONCRETE BLOCK WALL NEouNE° HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION 1- SEE SHEET 4 FOR TYPICAL SHUTTER INSTALLATION DETAILS W/ E. D. - EDGE DISTANCE ASSEMBLY ♦ SEE L6wTATIlN15 OF U$FDR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SFECIFlCA710N5 CN SHEET 13j BLADE/„�ON SHEET 19 LJ\/ BLADE N ANY WAY TO SUIT ANY MLSTALLATION, A/// 7 I l V A FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone \\\\\�';�'�,\CE1ySF•.,•✓y'= CJD'.?T""""r IN", 02017 EASTERN MEIM SUPPLY, INC. ERTH VTM •4 A.S.S.A. Accordion Shutter System i = KV. BADE#1 W/OR W/b KV. WINDOW RAM • Q\� TILLIT TESTING h ENGINEERING COMPANY American Shutter $ Sterns L/-, Y r.N oEscI1r11oN DATE DRAWN_Br. L-G -.�ORID�` `/".1\' 6355 N 36M SI,54.305,MG NM WOLNS FLGROA 331- Association, Inc. I OLD 15-085 7/27/1 2 fE: 07/27/17 �I ••...• Ph- (305)871-1530.Fax: (375)871-1531 4268 Westroods Drive 2 NAL --R:Otecoe—c West Palm Beach, FL 33407 3 DRAWING No B-0008719 //••• WALTER FA.MLR Jr. PE { 17-107 P.E. SEAL/SIGNATURE/DATE FOROA L" 144167 5 SHEET 6OF ZD POURED CONCRETE ANCHORS CONCRETE-� (SEE SCHEDULE ON SHEET 13) Mp OgE OR • �- SOmIaE oN(9EET ® EXISTING .� v sECAw,TaN REOVIRED M to clwss 1 EDGE OF �!Il EOR RAai:0 O GLASS--{ u:n C Rw '•ISEE SCnEWLE ON ' SLAB IF ON SIEET 19 FOR —E. D.+ APPLICABLE EXISTING HJ06It snLEl,1) ALTERNATEI (-EOEO� ANCHOR I LOCATICN I i EXISTING GUS$ �) OR OR `j '' /tOx3/4•HEX WASHER HEAP I I -- 3/6' TEK SCREW$O t2"O.C. ' J/e'i uls. CONCRETE ANCHORS `8 , EDGE OF SLAB IF i C 1 I (SEE SCHEDULE ON SHEET 7J) E FD + _CDGEAPPLICABFE EXISTING GLASS— EDGE OF---I ilk ELGE OF pp SLAB IF i 1/2" 1" $LAB IF APPLICABLEE.O. .O. _ �P j_— - - APPLICABLE t D.4 10 GIA4(SEE SLAB —. •,SOEAAF ON S I EI APPLICABLE POURED POURED -- t/ MEET 19 FOR POURED ; CONCRETE E. D.4-� CONCRETE FIAT HEAD CONCRETE ANCHORS OR 9EET 11 FOR ). OR A' CONCRETE - REWIRED REOLARED (SEE SCHEDULE ON SHEET 14) 91062t© - REQUIRED D.• 0.'A� (SEE HEADSCHECONCRETE SHA1 NCH 04) 11 TRENCH INSTALLATION ATION I HV WALK—OVER INSTALVALID ONLY FOR UP TO +70• -75 PSF A S.D. INSTALLATION HV FLOOR INSTALLATION t DESIGN PRESSURE RATING h FOR SPANS PER ©HV CEILING INSTALLATION SCHEDULE /3• SHEET 11 EXISTING ' pO1NAiM _ CONCRETE ANCHORS CLASS_J NNIS Tax 9aLRIII; —O --r--_- (SEE SCHEDULE ON I'-- !<,tE scNEIXAEa a>•Im 111 - -- - SHEET 15) i I/4'0 ITW SLADD TAPCON W/ av SREER,17 i EXISTING EXISTING -� EXISTING _ _ ADAANCED THREADFO M Oj _ MASS i � GLASS ;(Q�4tuIE cn lz+[n•��I ' GLASS / —. -_ TECHNOLOGY OR 1/4'0 POWERS 1 4" _� I FASIEWHS TAPPER+AN04ORS W/ I / D snAAnw A cubs 3/4'W OANXWD T•6• MAX. i J -oda soEc nE a SKf?,r) ' O.C.FOR w TO 6'-0'SPA/AND -..,OC FOR SPIN$lA/iGER RNV 1 1 6'-C''IY TO E-0'ENL(.APPLY " 1 I MAX. � � OsENA«T AT EVFAY iASIEIfR HEAD / OR @ D•- i10s3/4"HEX E. D.• SHEET t11(W ROTE O4/ ..'%2. • / I WASHER MEAD I TaH6y 3/e . $CREWS cow SEALANT �i -_-..7 MAX. /14.3/4' HEX HEAD ' 1 SJe' 1 / O 12'D.C. r II 8 I - J TER SCAEMS O 9'O.C. i _� I �- 1 3/B' U - Ell" OR 1/4.0-20 S.S. Y.S. I CONCRETE ANCHORS 74s}w 6 7 J/ O 9"O+CS.D.S. i 1/4 ,/4•.-20.3/i S9 uS /NUT O 9"O.C. (SEE SCHEDULE ON 1 TU�UISHEET ts) r 1/2 Mas. :. .. -0 ING,I/44-70 NUTS II ' O1I oc 7oR 181/2'- -1'- EXSPNG NON STRUCTURAL•i EDGE OF IF 17 18 2.00'IAIN. `-WALL TRIM(DFCORATNE 7/e"_-1-T 7/b' - APPUBCABLE- . _/74.3/4'F.H. S.D.S. '1.. E.D. SILL) L YIN. CONCRETE ANCHORS ` '.--- O 9"O.C. P'OLXHEc coNCRETE _{D_ SEE NOTE 13(b) REWIRED POURED CONCRETE- (SEF SCHEDULE ON ON SHEET 1 � SEE NOTE 13(b) ' -iD.-- ----- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 -- 1- -- REWIRED OR CONCRETE BLOCK OPTIONAL POURED , REcwam KEYSTONE MOUNTING INSTALLATION coNCRETE- KO HV WALL FLOOR INSTALLATION MAXI NI ASD DEscN PREssuRL ,6. REWIRED � HV WALL WALK-OVER INSTALLATION MAXAAUM SINTIER GPA;6'-O' LSPEE-r RAINGUARD INSTALLATION t �j, INATION OF SECTIONS. t THIS INSTALLATION SHA_-,BE E(SEE - EDGE DSTANCE REMOYAB,E WHEN PERFORMED FOR TYPICAL SHUTTER SPECIFICATIONS ON SHEET 1}) OR TO AN OPERABLE EXIT • EUMIATIONSHO�19 FOR INSTALLATION DETAILS W/ 1 HV BLADE ECTIONS CAN BE COMBINED SUIT ANY INSTALLATION. 11j11 p� � +-++- T� FLORIDA BUILDING CODE(Non High Velocit) Hirricane Zone 40, ,•'••`,C EPJ,-`-...V� 02017 TILTECO.INC. ®2017 EASILRN METAL SUPPLY, INC. *: 0. t7 ERT HV,Y IL ECO ,N�. A■S■ ■S A Accordion Shutter System ■ H V. a" #1 W/OR W/0 KV.VMWN BADE p0'•, .0� American Shutter Systems Q ,� TICCIT TESTING k ENGINEERING COMPANY Lv.N DESLRIRION _ DATE pWN BT•, LO, 0 111 6J33 N. '6m s,.,s1. acs,wRGNIA GARDENS,RORAA 3316 A880CIO�IOF1, Inc. 1 OLD 15-085 7/27/1 MtE 07/27/17 \ Pnona (305)871-1530.Fax (}05)871-+531 4268 Westroads Drive 2 /QkAlr��6 1 e-a I:IRtecooaa.cam DRAWING No HH West Palm Beach, FL 33407 G,HH EB-0006719 3 H WALTER A. 'ILLIT Jr. P.E. 4 17-107 1 07 E. SEAL/SIGNATURE/DATE FLORIDA Lk. /44167 5 1 SHEET 6 7 OF 20 SEE END WALL Fas 10 & 18 FEE """'ON LOCKING RODS 3© MV LOCHS Q or OUT 9» IN J INSTALLATIONS W f 1 HV ** AND ALTERNATE HV LOCH®aL SHEET s. --ExlsTwc c Ass BLADE W HV CENTERMATES ELATE DE SUCK OETA L IVF W H W FOR L � CENTERMATES APPL'CATION WRN BlAOE t �i 24 OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18--I, 00 1 2'a2'.1/B'a0'.-2 ,� ( ®•®-®•©ov 1®•� � - 3 1/4" 7- - 6 1:` ----. �... 7. (6063-T6 ALLOY)ALU. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/40 TAPCOI 1/2- -©•® ANCHORS TC CONCRETE C N RMAT S CENTERMATES MIN. SEPARATION (TOP/BOTTOM)4 /10x3/4'S.M.S. O 12' K or ' HV LOCK (2�o.�* TO GLASS (Q/10.1/2'S.M.S. TO TUBE O.C.FULL LENGHT. W/ HV LOC AT EACH ANGLE.(TYP)I 1 * (SEE SCHEDULE r \I / I ® w �* 3 * IN ON SiEET 11) \ S V VV �7 ) _ 5 I^01 _ �- X/ 4 ".0 HVB OUT ® - HVC 1D'®°A©•®°"©'®p° HVA ®-�-©•O7 - 8O-1D •®- POURED CONCRETE OR _O,� EXISTING GLASS C011CRrrE BLOCK WALL w REOUIprO EXISTING\@-®-@-®-©'®-I SYMMETRICAL ""To GLASS 1 MINSEPARATION ! g .®-®•®-�.® �•`Exlsn C MATES �N F®.®-1©.®-® �- To cuss 5 1 GLASS , * OPTIONAL (SEE SCHrDULE ar i -®•® ®* Mf/ LIM LOCK1 (INTERIOR) I ®•®-O•®-�•� ON SHEET 11) MIN. SEPARATION TO GLASS I1.1 OPTIONAL - - (SEE SCHEDULE ��\\ INTERIOR j ,--1 ON SHEET 11) 1 (INTERIOR) _—___�I___— OUT -- LCONCRETE _ 1 ANCHORS O i 1 16'O.C. , ® - * 3 VARIES p * w ® L '� w ® OUT 6 1/2'MAX. SLACK I OUT (ER' F V HVF** HVD Illl''IAAAFLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 12017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ,. ENSF`'.� 13ERTHA iTu IL E C O .NC. A.S.S.A. Accordion Shutter System * , H.v. RADE #1 W/OR W/O H.V. WNM RADE American Shutter Systems EV. DESCRIPTION DAR DRAM BY Lc. 11LLIT TESTING k ENGINEERING COMPANY :`'Q• . Association, Inc. I oLD 15-085 /27/1 DATE 07/27/17 •.� V \A f'.`.N A 36 51,Ste 305.NRGNIA GARO'_N5.f_CRCA 3316 1 o r (305)871 1530 .Fax (305)871 153: 4268 Westroads Drive 2 DRAWING No _ s • G\ 11 .-�aa. taee<oaaa.c West Palm Beach, FL 33407 3 /ONAL l� 111 EeA o-1 LIT J17-107 11 WA TER -1 LIT Jr V.E. 4 ........ nrr" FLORIDA- f 44167 5 SHEET P.E.'SEAL�SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION WjHV "T" LOC HY MALE/FEMALE "T" LQCKS CENTERMATES LOCKERS �Z WZ n HV BLADE err END CONNECTION DETAILS ON eHEETS 10 A, 18 INSTALLATION J) HV BLADE UT 90 IN �'� uwss BADEpu 5c4 DEA u Hvr,INmED CN SHEET e. W/ HD CENTERMATES � O1Ij AS.ELL AS JNNERSL r-OATINC BADE m DETAIL HDD-11YD. O"A©•Oa® \J•®"• IN(NUTED ON TMS SHFR,WAY BE USED WT1115&TERNA INSSEE END TALLATION sr TqN DFiNI ITH Hvc HDwN N THIS51¢n. DETAIL ONETSNNOCk to (6063-16 ALLD1')AL v_r w/U)V4'6 rMrnN VVJ .NCNOPs TO Tx c '� __ _ _ (x7/10.1/] OP�U-iVBE i IIOJ/4-S.WS.•12- ---_`- _- AT UCH w.cxE.IrYP) O.G.I-LUEAO. ®& IN (.)N.V. IN (.)M.V. HV "T" PNS(Tt1.) T ,' PNS(n'►.1 ! wrte1A1 5 3 LOCK (INSIDE) 1 — - ON SNTL n - 1 —_. • ��t — - - - -- - - - -- - — F —._.. E — _ — 5 / v \ 2 fl OUT 31a 3 31 DR® 31a `31oR 2 DC7 ,� i Of,/ 4" 0-20 x 1 1/2" S.S.M.S. 44 3 (OpTrom) *SEE NorE 6 FOR Nv Locx®• / 7/8"/ x 3/32" VANGNUT. (DPrDEUL)In. --My OUT HDC-HVC r wax,aN sNEEr 5. ©• 0 HV "T" LOCK (OUTSIDE)- SYMMETRICAL HD CENTERMATES YTICAL HD CENTERMATES® W/. LOCK (EXTERIOR) LOCK (,i►JTERIOR) t SERIES 94"ALUMNW (2024-T3 ALLOY)WILE rLANGE TIM/ w•®a©'040-0•®" SWEET NUTSER7.PMT/0820, AS WANUFACIIURED BY AVDEL CHERRY -1 •®••©' ©•© TEYTORN,PARSIPPENY,NEW JERSEY ©• 7O ©q©•O.®w 07051 OR EWAL. ' .�•@-0.�a©•®a e •®�®•®a� ®�©•® (�� SQ WO aN LDD-I Im04®•M®Lona ON iIQT, �" l ••uN.sR3n narNc RIADE©Mw HOD-IND a `� Y/:if fOR All aRrzla6tm AMIN'TgNS WDN YIAOF o HDD—HVD'* �rrruAiiA,,,�• FLOATING STACK 3EI11 P A. T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 07017 TILTLCA,INC. C2017 EASTERN METAL SUPPLY, INC. LE C O I N C. A S S A Accordion Shutter System H.V. IS ADE /i W/OR W/O H.V. >w NM BADE American Shutter Systems EY.N DESCRIPTION DAT[ DRAWN BY: LC. / j TILLIT TESTING & ENGINEERING COMPANY ,�'•., �. �Q \ Association, Inc. I OLo 15-085 7/27/1 DATE: 07/27/17 O P I\ 63%Nth.]61N.SL.Stw.305.NIIG'NM CAREENS.FEDRW 3' . Ph—:(305)871-1530.F4,:(305)871-1531 4268 Westroods Drive 2 DRAWING No /ANAL EN��WTI w it tit coso-cem west Palm Beach, FL 33407 3 17-107 7_1 07 �•r"j11,1 WALTER A TILUT Jr.P.E. 4 ••, FLORIDA_;C.I"167 s SHEET P.E. SEAL/SIGNATURE/DATE e 9 OF 20 ��_--POURED CONCRETE OR - POURED CONCRETE _ POURED CONCRETE POURED CONCRETE --- -- - ----- CONCRETE BLOCK WALL OR CONCRETE _ / OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED —' - BLOCK WALL REQUIRED EXISTING GLASS —EXISTpTG CLASS /// CONCRETE ANCHOR O 16'O.0 —EXISTING GLASS -— —j 2'MIN. EXISTING GLASS N.SEPARATIONWIN SEPARATION �--2' MIN. r LIN. GLASS(SEE EO I I EO 10 GLASSSEE SCHEDULE ON SHOE- MN SEPARATION I I ( / 1ON�1919 Toa D TO HEDJ EEOON 9 M I o�(� 1 1 SCHEDULE ON SHEET 1 16'x3" MAX. 11 FOR BLADE HAND (6063-T6) CONT. BLAOfS m k 11 FOR BADE(DANJ 1 1 SCHEDULE ON SHEET (LOCATE AT ON SHEET t9 FUR ALUM. CLOSER _ --ON SHEET 19 FOR 1 11 FOR BLADE NO EITH[R SIDE --. � S®♦® PLATE. (LOCATE 1/2" `— _. - _— BLADES m k® i2._ L OV SHEET 19 FOR OF g ) AT EITHER I WN BAD-S tQM 1/2'MIN. -- OF _ r►USE I" OR 2"MAX. 74 010:1/2" S.M.S. 010x1/2' S.M.S_J _____ O 16` O.C. _ I! _____— ALUMINUM A8L)ANGLE B".O-2 I ____-- . _ —1 O 16'O.C. I -—7— O / (6063-T6 ALLOY) AT MIDM-GHT 4 �.._-. -- (1) 010x1/2" S.M.S. M1 4jG (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOR_ � W�AT 1`O.C. (LOCATE AT SIDE CONNECTION I OR ® EITHER SIDE OF04) OR I{� d OR (� SEE DETAIL x FOR �OR ®" TO TRACKS -/� SIDE CONNECTION I Qw©.O7 wO 10,®�, SEF DETAIL X F 4 w 6 T w p •®w 10 TRACKS w 6 T w p 1 SIDE CONNECTION137g.0-0-0-0- &@ �w©•07 w p 1 10. �•®w I 10P®^©•®w©'©w TO TRACKS©.07 .©a,©.Oj .®w'0-&0'®" ©.O.©o,©,Oj ,®w ©w©•O•®w END CONNECTION DETAIL1) END CONNECTION DETAIL 2� END CONNECTION DETAIL 0 END CONNECTION DETAI POURED CONCRETE OF + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' —EXISTING CLASS CONCRETE BLOCK WALL -- EXISTING REQUIRED GLASS MIN SEPAPAT04 010x1/2`S.M.S, TO MASS(SEE O 16'O.C. IJN.SEPARATION D/ b—-—__-- I — O O I I FOR LAE SHEET T� GLASS EON(SEE FEET G ORB OR 0R O FOR ET 19 FOR CONCRETE I/2'MIN. - ON SHEET 19 FOR ANCHOR O CONCRETE---,,, - - EXADFS mh(� 12'OC. 1ON SHFORS 1919 FOR 4 O 1p' —1 ANCHOR \ EO S BLADES�k ____ oR OR) OR) O.C. r�____ _1/2'MIN. -__ 6 OR OR OR 1 — r EO 12 MIN. O2'MIN. 2' . ♦ SEE UnTIONS OF USE FOR © ^ t® L rJ --.__ BLADE Un ON SHEET 19 ORN`ZY1rvv' ) OR) OR) VIEW Y OR ®' PLAN POURED CONCRETE OR OR� � ` - wow©'Oo,O>10•®w w�w©•Oj wg 1 .®w DETAIL X RCONCRIFTEEQUIRED BLOCK WALL - �,®w©,0"©©w 10•®w0.0w8.0w END INSTALLATION HV BLADE OR I1, , HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL SO Op•®w®•®o�•Cwp®; N CTION D © 0 ®w® ®w®.® 10:0...•;...cx`,•'• _ E701- TIITF(-f IN.' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11 N..lr E1�.,•• 02011 EASTERN METAL SUPPLY, INC. V � TH �, * I L E C O I N Q. A S S A Accordion Shutter System tt ■ ■ ■ ■ RV. axx#1 W/OR W/0 RV. WNDOW BLADE stems JQ `� TILLIT TESTING k ENGINEERING COMPANY American Shutter S YtEV.NJ 0ESCIli110N DATE DRAWN BY. LC. �0�'•;'�( 111 6355 NW.36th.St Ye.X5,VIKM DAADOVS.ROA'; 1316 A38OCIOtion, Inc. I C_D t5-085 DAtE 07/27/17 1t Phone (]05)871-1530.Fox (705)871-153t 4268 Westroads Drive 2 s/ONAL ENS''dL 6-^wa en.�oeoo ow West Palm Beach, FL 33407 5 DRAWING No Elt-0006719 17-107�_�07 WALTER A. 0067 Jr. P.E r FLORIDA L¢. 0 4167 P.E. SEAL/SIGNATURE/DATE 6 SHEET 6 10 OF 20 SCHEDULE 01 SCHEDULE #2 SCHEDULE MY3 MAXIMUM SHUTTER SPAN 'L+" OR 'L-" VAXIMUM SHUTTFR SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" --- (ft.). FOR INSTALLATIONS W/ OR "L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS NST ArIONLEGEND • NOTES: rcNTF_RB� c ® & ® or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+ MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LZAaOIWO KING RODS or ONE HV LOCK or or ® L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE 29 W/ ONE w/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, B, C, 0, E, M. N, O, P, 0,DOS MOUNTING F, K & L R, S, & V. AS.D. DESIGN PRESSURE RA71NG. L042 NG (SEE NOTES t.t}) (VALID FOR MOUNTING 1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR Q RODS 35�ATI(OTTTP��&♦fBOTTOM EE SHEET 7) FLOOR/CEILING G. H. I, 11. J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUN(:ET CONCRE7�8 NO INSTAIlATION5 CONCRETE& WOOD CONCRFTF MOUNTING & M SowDNiiGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DOWN S.D. APAEssuAE WALL uouNTlNc nAeSS1A1[ DETERMINE MAXIMUM SPAN 'L+- FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEILING RAr RADNC FTOOR/CEILING MO'JNTWI. GNFN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (P MOUNTING (,%f) BOOR/COILING NOUNi�NG (A L) OR (•OR_) (,6A_) _ I.On_) ROOfi WALL MOUNTING -L-- DF-TERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. l♦ 00 L-(11) L. (1) l-,AI L♦ lnJ (K) L♦ (N l-(lU Q MAXIMUM SHUTTER SPAN 'L+•OR L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED,TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LE 16'-0' 16'-0' 16'-0" 16'-0" 30 16'-0" 16'7' 30 16'-0• 16'-0' '05 DISI. A.S.D. DESIGN PRESSURE RATING MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L 35 14'-10" 14'-10' IS'-2' 16'-0" 35 14'-10' 14'-10" 35 15'-2' 161-10- 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'-1- 13'-4' 14'-3' 45 IS-1" 13'-1' 45 13'-4- 14'-3- t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-6' 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-i' MOUNTING INSTALLATIONS. LOCKING SPECIFICATK)NS W/ FLOOR/CFJUNC MOUNTINGS: 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 POSITIVE A.S.D. DESIGN PRESSURE 60 11"-4' I1'-4' 11'-7' 12'-4" 60 11'-4• 11'-4' 60 10'-2' 10'-11- NOTE /5, SHEET S. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11' 65 10'-10' 10'-10' 65 9'-5' 10'-1' DETERMINE: - L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6• 10'-91 11'-5' 70 10'-6" 10'-6' 70 8'-9" 9-4' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1" 10'-4' 11'-1' 75 10'-1' 10'-1• 75 - 8-9 tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9-10' 9-10' t0'-0' 1 1O'-9' 60 9'-10' 9'-10' SPAN Y+"OR 'L--AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9" 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3• 9'-J' 9'-5. 10'-1' 90 9'-}• 9'-J' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9" 9'-2' -91-10' 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 6'-9' 8•-4' 9'-0- 9To too 95 8'-9' 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105V-7- -r-11' W-9" 9'-4' _ 105 8'-7' 7'-11• 110 8'-4' r-7' W-7- 9'-2' 110 8'-4' r-7' FINAL MA%IMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-r 7-3' 6'-4' 6'-11- 115 _ 8'-2' 7-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LI 1+ "Lt AND "L2 120 8'-0" 6'-I11, 8'-2' 8--9' 120 W-0' W-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAX'vUM 125_ 7'-10' 6'-e" 8'-o" 6'-5" 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 13 r-8' 6'-5' 7'-10' 8'-1 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7- W-2' T-9' T-9' 135 7'-7' 6'-2' WIND ZONE SPACING 140 r-S• W-11• Y-7' 7'-6' 140 7'75• s'-11• ASTM E-1996 SEPARATION 145 r-3' W-9' r-5- r-3" 145 7'-r 5'-9" TO GLASS 150 7'-2' S'-7' 7'-4" 7'-0" 150 7'-2' 5'-7- 155 7'-0' S-5' 7'-2' 6'-9" 155 7'-0' 5.-,. 1 THRU �< 160 6'-11' _ 5'-2' 7'-1' 6'-7' 160 W-11' 5'-2- 165 6'-10' 5'-1' 1 r-0• 6'-4" 170 6'-Y 4'-11' W-11' 6'-2- -170 175 6'-7- 4'-9' 6'_9- 15'::0' 175 6'-7' 4'-9' H V BLADE 180 6'-6' 4'-8- 6'-8" S'-10 10' - 180 _8'-6' 4'-8 185 W-S 4'-6- 6-7' 5'-8' IRS 6-5, 4--l' 190 6'-4' s'-5' 6'-6- 5'-8' 190 6'-4- 4'-5' 195 6'-3' 4'-3- 6'-5' S'-5' 195 6'-Y 4'-A- 205 200 6'-2' 4'-2" 6'-4' S'-3' 200 6'-2- 4'- los 6'-1 4'-1' 6'-3' S'-1 W-1' 1v FLORIDA BUILDING CODE(Mon N. h Yelocit)• Hurricane Zone C7017 IILTECO. P:C 0+''2017 EASTERN METAL SUPPLY, MIG. P :JGENSF '�9BERTHA HVTU A S S A Accordion Shutter System /TIL EC O INC., NC. . . . . H.V. MAX #1 W/OR W/O H.V. VANDOW BLADE American Shutter Systems .R DESORPTION DATE ORAw4 BY:M&V. LG. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-C85 )7127111 DATE 07/27/17 9 6355 N.A.36-A SI,.510 3 ..ARGAAA GARDENS.FUOA 33 A Westroods Drive 2 1 PNona (705)e71-1570. Gas �. (705)e71-1331 4268 DRAWING No �S!i6 AIENG\'I111 w T�- do. CP.E. West Palm Beoch, FL 33407 3 17-107 4 P.E.ISEAL/SiC�U1TURE/DATE FLORIDA" "167 ' SHEET 6 OF 20 •:: go].r , „r •11• •P •OVUM il •: •. :il r .7. :Ir. •r- r 1f ` �• • . r r r • • mm m ' m o Joo oo , mo o ©om ., . �mm�00000mm�mv000mm�m0000mmmon000m®moom000000m000 " m®m00000mmm00000mmm000mmmmm000�iommm0000000000000 mmm00000mmmoovoommmonvoommmt00000mmm000m000g000mo m mm000nnommm00000mmmoognommm00000m®mo�i00000nmmoo mm • ono®om mmmn0000mmmv0000mmmoo on0mmon000mmmonononon000 m �mmmo omommm onommmmt 0000mmmomoaommmtom©000noo®mom . mmmomo®aammm�i000mmmmg0000mmmoo©o©opoommm00000000p0o0000 m®mOOOOd mmmOOdOM mmmOOOOO mmmODoOfi mmm00®OO mmmOO®OO �m®0nnmoommmonomommm00000mmmmn000mmmm®m00000®mm®o mmmnomoommmnonoommm00000mmmov000mmm000000000nonm mmmov000mmmnn000mmm000mmmmmo®eaommmn®000n000®moo mmmn0000 mmm00000 mmmn000m mmm00000 mmmonmoo on0000®o MCIM mmmnn000m®moomoommmmoonlmmmoovoommmKOLB 0000o®nm0®�jaoO mmmmoomo mmm®ODOO mmmOOVOO mmmmmmmm n000.E7o0 Mmmom000 mmmonmoo mmm00000 mm000000 mmomm000 000®m©oo mm mIUMEWS"monmmm ®o �0000m�ov0000mmm000mmmnooioolammoomoiommm000vommm®©000000mnmoo mmmo®000mmmom000 mmmov000 m000000o mmo©0000 oomoo�soo mmmlmmooa mmm"Mmmm mania o[MEN oO CIE393 Ooo n000ODo� mmm00000mmmo®000mmmom000m�m00000m®m0000000movr�oo mmmov000mmm00000mmmon000mm000000mmom000000n©® o0 mmmm©000 m®mom000 mmm00000 mc�000000�mm00000 000®ea000 mm©m000mm®m00000mmmnoovom�000000mmo©000�i000m®mmo a�mom0000mmimnnoeommmn0000mmommm00000mmm00000nomn©000 mmg000000 mmm00000 mmm�i0000 iv000�io n®om0000 oo�oim000 mmm00000mmm00000mmm00000nm000000mmn�i00000000m000 �mmm00000 mmm00000 mmm00000 mv000000 mom00000 oo©m0000 mm000goomm000ioovommm000vom000000g�m00000000mm000g mm000000 mmmov000 mmm00000 mmooi000 mmm00000 00000000 1 • • 1 mmoovooamm000000mm0000000®0000mov000v0000mmoomoo mmvovvoo m®000000 mmoovvoo n©vv�voo�ov0000g 0000m000 1 • 1 mm0000vo mm000000 mm000000 moon o0o mm000000 oo®m0000 �mm000000mmovovoomm000v000000000000000000000000mo • • ���iov000mmv00000mm0000000�g000000�000vol��ao�00004uoo �m000g000m0000000�0000000m�00000vom00000000no�io©oo moon 000m0000000mvoov000000000000000000000mm0000 m000000o m000000o m000000o m000000o m0000000 om000000 �moov000mamm0000i0001omoov0000a�000 000m0000000 oomoomo m0000000m000m000m000�imzz�z g000000m00000mm""Mmooe�o ; "• . fAl' . •• 00 �r � r r 0�=r • MAXIMUM ANCHOR' SPACING (jp,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONC_RETE BLOCK SUBSTRATES A 4 D A DESIGN NEGATK PRESSURE RATING D A RESP01MG NOLNTTNC TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUKnNQS E.G.k H ON SHEETS 6 a 7) 1. ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POLAM OONORM/CONQIEIE M= POIBIm COMCAM (A) TO EXISTING POURED CONCRETE (Min. rc - 3 ks,) MAXIM- WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 7/4"8 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANLFACTURED BY I.T.W.BUILDER. (Min. fc - 3 IW,) SPAN ANCHORS SPACING LEQM - 1/4'0 A 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT @ SPECIALTY COMPANY. (Min. fc - 3 ksi) (/1) SD.DESON NEGAtNE PRF597E PA1W1G 0.OES0 _PA_ _- .DOG IEQA71E PRESALE RATING - 1/18 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc - 2 k9i) TAPCON OR 1 {•TAP ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT 6:SPECIALTY 30 10 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 30 40 a0 75 9a 120 1W TOS TAPCON WITH ADVANCED OMPA,Y OR ANY OTHER APPROVED UCENSED OR ALTMORIZEO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. _ 14 1 9 0 a 6 11 12 10 • 14 12 10 9 0 THREADFORM TECHNOLOGI (Min fc - 3 k1i) 3•-0 14 12 10 9 0 a 6 6 14 1T 10 9 0 0 6 6 14 /2 1 0 0 • a 6 6 ALL POINTS SOLID SIT, LESS14 IT 70 9 0 0 6 8 1♦ 12 10 0 0 6 6 6 14 12 10 9 0 0 6 S BLUE TAP W/CAP NOTES: 14 12 10 9 0 a 6 7 14 12 10 9 8 6 6 6 14 12 10 9 0 0 6 e TAPPER, A1) MNIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ is It 10 t 9 7 5.5 14 12 10 9 • 8 6 6 14 12 10 • • a e S ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-O• 1♦ I2 10 a 0 • 6 a 14 11 10 • 0 s e 8 14 I2 10 0 8 _• 0 Sa 1♦ 1t 10 9 6 a 6 ♦ 14 12 10 9 a a • 43 14 12 10 9 a 5 4 33 A2) MINIMUM EMBEDMENT OF 1/4.8 K 3/4'ALL POINTS SOUD-SET ANCHORS SMALL BE 7/8•INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 a 6 •.5 14 12 10 • 0 • 6 55 14 12 10 f a 8 f 13 INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 55 15 - 14 12 10 ! • • e S 14 1T 10 0 8 7 55 4 ♦5[t UIL!AT.of USE r. EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 0 0 0 6 6 14 12 10 9 • 8 6 S.5 14 12 10 9 8 0 6 43 1XAOL 1A ON SHEEP 19 5•-0' l4 12 10 f 0 7 4 - 14 12 10 9 8 63 5 33 14 12 10 8 u 5 3.5 3 A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE FXISTING WALL OR FLOOR, 14 12 10 9 0 73 4.S - 1♦ 12 10 f 0 6 6 N 14 IZ 10 • • 6 4-5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SMALL BE AS INDICATED ON 14 11 93 6.5 43 - - 14 12 10 9 0 73 3.5 • 14 12 10 9 0 6 •.5 ]3 NOTES AL1) h AL2)ABOVE. FOR INSTALLATIONS ON MNYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 1♦ 12 10 • 6 6 6 - t♦ 12 70 9 0 0 6 S 14 12 10 8 • 5.5 S ].S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. G.-0. 14 12 10 9 73 SS 3 - 14 12 10 0.5 7 a3 4 3 14 12 0 0.a 55 4 3 - (8) 12 10 9 a 6 - - 14 12 10 9 8 6-5 5 14 12 10 0.5 6 3 4 - (e) TO EXISTING CONCRETE BLOCK:(ASTM C-90) I♦ IXILA 53 3 - - 1♦ 12 10 6 a6.S 1.S ].S 1{ 12 f0 a 7 la 3 7/1'e iJ7PCON OR TAPCON WITH ADVANCED THRFADFORY TECHNOLOGY ANCHORS,A$MANUFACTURED BY I.i.W. BUILDER. 14 1 0 • - - 14 12 10 9 8 7 a 4 14 12 10 4 l3 0.a 4 - 1/4"9 , 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY AL POINTS SCREW, BOLT h SPECIALTY COMPANY. 7-D• 4 10.5 ♦ - - 1• f2 • 7.S 0 4.5 3.3 - 14 03 7 53 ♦5 3.5 - - 1/4"8 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC4 1 7 ♦ - - 14 12 10 0 73 5.3 4 - 1{ 12 ! 7 73 {A - - - 1/4.8 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT A SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGSTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 53 4.3 - 14 12 10 9 7.5 LS 4 14 12 9 7 6 43 3 - 8•-0• 14 12 10 9 8 La - - 14 12 10 9 8 6 { - 14 12 10 8 0.5 5 33 = NOTES: 14 12 91 7 55 3 - - 1♦ 12 • 63 53 • 3 - 2.!93 6 S 4 3 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER. ANCHORS IS 1 1/4•AND IAPCON 14 12 f3 73 6 - 14 12 93 8 5.5 5 - 14 12 6 6 0.S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1' 13 f• 03 5 33 - - 14 12 10 0 6.5 S - f4 12 8 0.S S 4 - - 0._0. 1♦ 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - - 14 12 0.S 7 5S ♦ - - B.2) MINIMUM EMBEDMENT OF 1/4'0 , 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 14 1.3 75 6 1 - 14 11 7 53 S 3.5 - - I1 • 5.5 4.5 15 - - - EMBEDMENT INTO STUCCO SHAT BE PERMITTED. 1/4'♦-20 S.S. MACHINE SCREW USED SMALL BE t 1/Z"TONG MINIMUM SHOULD STUCCO 14 12 • •5 43 - - 14 12 u 7 A5 ♦ 14 M5 7 55 6 45 - - E70ST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 13 5 55 4 - 14 1 9 7 6 4.5 - - 14 11 7 a.5 43 - - 10'-0" N 12 10 9 73 - - - 14 12 10 8 LS a - - 14 12 0 6 a 4 - - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE FXIST,NG WALL OR FLOOR. 14 10 7 S 35 - - - 13 13 5.a 5 4 3 - 10 73 S ♦ 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11.74 S6 - - 14 1.5 9 a S ♦ 2.5!.5 8 S 4 4 - - NOTES 8.1)k 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 03 • S - 14 12 8 53 S3 • - - 13 10 63 a ♦ 3 - - FOR INSTALLATION INTO EN'S WITH METAL STUDS SEE SHEET 20. 14 I2 1 14 12 9 7 a ♦3 - 14 Loa 7 55 1.5 3S C ANCHORS SHALL BE MS7ALED FOLLOWING ALL OF ME RECOMMENDAINUNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0" 2.5 f3 ! - 12 9 6 4.5 4 7 - - 9 7 43 3.9 3 - - ( ) 14 fO 7 - - - - - 11 W 7 55 4s - - - 13•.a a5 4s 75 - - 9.3 7 43 - - 14 1.5 7A 6 S - - 1- 9 6 {.S 4 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 12 10 - - - - - 14 12 a 63 a3 - - - 13 10 e3 5 4 - - - EDGE STANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 13 93 43 - 11 9 SS 4 15 - - 6 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EOGE 0STANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 33 u 6 - - - - - 13 93 u a ♦ - - - 0.5 8 S 4 - - - - BY MUL7IF LYING SPACING SHOWN ON SCHEDULE BY THE FO_LOWINC FACTORS. 9 0.a - - 14 103 7 5.5 43 - 11 0.5 53 43 33 - - REOUCED SPACING OBTAINED USING FACTOR SHA'_L NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13' D. L4 72 - - - - - - 14 11.5 7.5 s _ _ - 12 9 6 4.5 4 - - - FACTOR OS 6 - - - - - - 10 7.5 5 4 3 - 7.5 53 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP Z3•.S _ _ - - - - 12 9 0 4.5 1 _ _ _ 93 7 5 4 _ _ _ _ - THREADFORM TECHNOLOGY / L11/1.SPACING a e - - - - - - 1s 9s u s - - - -_ 0.3 7s s ♦ - - - - H V BLADE O R 01CTANCE - 14 12 - - - - - - 14 OS 7 0.5 - - - - 11 6.5 53 4.3 - - - - E.D. MIN. SPACING - 3" MIN. SPACING - 3" MIrJ. SPACING 3 1/2" MM. SPACING -3" 3 3/4" 1 4' 14'-0" 10 73 _ _ _ - - - 9 7 4.5 s3 - - - - 7 5 u ] - - - - HV BLADE W/ POURED CONCRETE a P01�mJaaE �Ir SEDX POURED CONCRETE a POURED CONCRETE&FGAED 03NOIEV 0010E1E&OCC 13 6 - - - - - - 11 6 SS 4.5 - - - - 7 0.5 IS - - - - - CONCRETE BLOCK WOOL L4•3 1/r WL En•2 1/r CONCRETE BLOCK CONCRETE BLOCK MN ED.•3 1/7 L LO.•2 1/2- HV WIND NN E4•Y MN FJL•31 MK E-D.•3' f1�-= - - - - - - s 10 as - - - - o1. es BLADE WORKING31A 0.90__ 1.0 o.7e 1_0 034 1.D 15'-0' 9 esu 4 - - - - - esss - - - - - IN UNISON2 1/2• - o.el- t.o - - oe7 LoI0 0.71 - - - 031 13 a3 5 - - - - - 9 63 43 - - - - - 1 3/4' - OAt - - - 0.43 - 16,_O. 1♦ - - - - 2.5 9.5 6 - - - - - /0 73 - - _ a _ _ _ _ _ _ _ a 5 4 - _ _ _ _ 0 45 3 _ _ _ _ _ 1 1 0.35 - 0.36 0 It 4 - - - -> FLORIDA BUILDINC CODE(Non ugh Velocity Hurricane Zone,' a/tEIIIII\.•,••••••!�/,-�-_ 02017 TILTECO.INC. ®2017 EASTERN META SUPPLY, INC. f `C� BERIMA V10Ely' v�y: TM Accordion Shutter System e *: 0 I L ECO 1 N C A■S■S.A■ 1{V. BLADE/t W/OR W10 H.V. WINIM BLADE y American Shutter Systems INEVO He oewArTm" DATE DK4WM Ur.- LC v l TILLIT TESTING h ENGINEERING COMPANY ATF pf 6355 NOW.3 M..SW.305.VIRGINIA GARooNs,RGRc+UI, Association, Inc. 1 DUD is-Des 7/27/1 DATE: 07/27/17 0 ' : P1wr r:(305)871-1530.FW,:(3as>67,-1531 4268 Westroads Drive 2 DRAWING No ORlpp d -4 lne ... cose .ce *est Palm BeaCh, FL 33407 3 1 -A•'•.• •'•�� ,1{ fB-0006719 , 17-107 E. E... WALTER A TILUT dr.PL. PS��N N .E. SEAQ IRE/DATE FLORIDA Lt.Of"167 5 SHE OF MAXIMUM ANCHOR* SPACING (*n.) SCHEDULE FOR A LIVEN MAX, SHUTTER SPAN e c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SFF YOUNTINCS IK&1.On S,,F11 1) POURED CONCRETE POURED CONCR ,1` �BLOCK ANCHORS SPACING LEGEND 1 WALK�R k ' 1RENCN Oj RNNGUARD MOUNTING KO WALL/FLOOR MOUNTING V WALL/WALK OVER MOUNTING 911w - IACu1mN 4__ _ - ___-� _ ---- - -- - -- TAPCON OR OE9W WATAt WEma IWNG 1�,REDLINE 9AIM SD.W=WQM MMI E PA W OEM WOK NOW MMC(P,I TAPCON WITH ADVANCED (N - - - - - - - - -' 30 •0 00 75 90 120 160 205 30 M s0 75 90 120 160 20S b 40 60 73 90 120 160 205 30 10 a0 75 90 120 160 205 THREADFORM TECHNOLOGY 14 121 9 e 6 2 t t t 11.518.3 6 7 s. S S ALL POINTS SOLID-SET 3'-0" 1• 11 10 9 6 e 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 S 5 ! s 3 S S s OR LESS ,• 12 10 9 e • s a II 12 12 +2 03 e a •.a _7 7 7 7 7 7 7 6.3 S 3 a S s s s s BLUE TAP 1• IZ 10 • e e IS • 12 17 12 12 12 10 73 6 7 7 7 7 7 7 7 7 S s 5 5 5 ! 5 s TAPPER+ 14 12 10 9 • 0 • 6 12 12 12 12 13• s.3 S 7 7 7 7 7 7 i 4 5 5 a 5 5 5 S ♦,-0, 14 12 l0 0 • s 6 6 11 12 12 12 12 93 7 5.S 7 7 7 7 7 7 7 7 a 0 S s S 5 S 3 IT 12 To f 0- V s 6 12 12 12 %.! 6 ° •3 3s 7 7 7 7 7 7 U 6 5 3 6 5 5 S S s 14 12 10 9 6 e 6 6 11 12 12 12 10 73 Ss ♦ 7 7 7 7 7 7 7 3s 3 S S 5 a 5 5 ! 1♦ 12 10 • 0 6 • 0 12 12 12 11 • 7 5 4 7 7 7 7 7 s3 ♦ 7 3 S 5 S ! • 3 5,_0. 14 12 10 • 6 0 6 6 12 12 12 12 10 73 a.a 4 7 7 7 7 7 7 7 7 5 ! 5 5 S 5 5 3 14 12 10 9 0 e 6 A 12 12 9.5 7.5 6 43 3.5 - 7 7 7 7 7 7 S J3 S 5 S 5 6 S S • u 12 10 • e • 6 6 12 12 1: 9.s a e 4.3 - 7 7 7 7 7 7 a3 4 ! s 5 s s s S • s SEE ANCHOR 1• 11 10 9 0 6 • • 12 12 1.59 73 5.5 4 3 7 7 7 7 7 •,S 3.3 - S S 5 S a 4.3 3.5 - SPECIFICATIONS 6•-0" 1♦ 12 10 9 e e a 6 12 12 12 10 e a •3 ]3 7 7 7 7 7 7 7 S s S s s_ s s a ON SHEET 13 1412 10 • • • 6 • 12 12 a a S • ] 7 7 7 7 7 5,5 ♦ S 5 a 3 5 S 4 3 1412 10 9 • a a 6 12 if 10 0 ab S 73 - 7 7 7 7 7 6 •.S - S S e S S 5 •3 - 14 1 To e • 6 6 12 12 10 a a3 5 3.5 - 7 7 7 63 53 ♦ S 3 3 5 3 4 3 7--0" 14 12 10 • • • 0 6 11 12 12 a.a 7 e • 3 7 7 7 7 7 7 7- 6 5 5 5 5 s -S S 5 11 12 10 9 e • a 6 12 10 e.5 S •3 3 7 7 7 7 V S ] s s a ! a 3 3.S 3 14 12 10 9 s e • t 2 12 s.5 7 0.s ♦ 7 7 7 7 7 5 - - s 5 5 5 5 5 4 0 VALID ONLY FOR Up TO +70, -75 14 12 10 • e e 6 - 12 12 8.5 7 S.S • 3 - 7 7 7 S3 u 3 - - 5 s s a a3 33 - - PSF A.S.D DESIGN PRESSURE 14 IZ 10 • a 5 6 - 12 12 03 73 6 •3 3.5 - 7 7 7 7 7 7 7 • 5 S s 3 S S S e RATING AF FOR SPANS PER 8'-0' 1• a 10 9 e s s - u 9 a •3 • s - - 7 7 7 7 S3 ♦ - - s s s s 5 • a - SCHEDULE 03, SHEET 11 ,• 12 TO 9 e e • 12 11 73 6 5 .75 - 7 7 7 73 a 1.5 - - S 3 S 3 5 4.5 - 1• 12 10 9 e e 12 1.5 73 6 5 3.5 - 7 7 a.3 3 • - S 5 5 5 4 3 - 9,-0" t• 12 10 9 • s - - 12 12 93 6.S 33 • 3 - 17_7 7 7 7 7 0 3 a S 5 S 5 S S 5 14 12 10 f • • - 0.5 6 5 4 33 - - 7 7 7 0 ! 33 - - ! 5 a S S 4 a - 14 12 10 9 • s - 12 10 CS S •3 - 7 7 7 63 53 - • 5 5 5 ! ♦ 14 12 10 1 • • - 12 Os 7 33 •3 3.5 - 7 7 5.5 •3 SS - - - S ♦.S 33 - 10'-0"14 1 10 9 e e - - 12 11 s.e a 5 3.5 - - 7 7 7 7 7 7 IS 14_12 10 9 e 1193 7 4,513.3 3 7 7 7 - __ 14 12 10 9 a 0 12 9 6 S • 7 7 7 6 S - S 5 S 4.S 5 - - 14 12 10 9 D - 12 93 6 5 ♦ 3 7 7 S 4 3 S S S a 33 - 1 1'-0 14 12 10 9 • 6 - - 12 10 7 33 43 7 7 S S 5 ! ,• 12109 . . -_ _ .3 . 3; 3 - - - 776s . _ _ 3635 . 3 - HV BLADE ONLY 14 12 10 9 e • t a 53 • - 7 7 7 5,5 4.5 - 5 b 9 5 •A - l4 12 10 9 • 13 8.5 53 4.5 33 - - - 7 ♦.S 33 - - - 43 35 3 - 12•-0 " 12 10 9 • - - - 12 9.5 u 3 4 3 - - 7 7 7 7 7 e 3 - s 3 s S 3 S 43 33 14 12 10 9 0 • 0 • 3 7 7 A5 43 1S - 5 5 3 43 • 3 - - 14 12 10 • • _ - _ 10 7.3 S ♦ - - - - 7 7 6 3 - 5 a 5 5 1 - - 11 12 10 9 e _ - _ C3 a S 4 33 - 7 s3 4.5 3.6 - - - 5 S •3 3.5 3 - 13'-0" 14 T2 10 9 s - - - 13 03 s •3 33 3 - - 7 7 7 7 7 13 - - 5 s s a 3 s 43 33 1• t2 10 11 0 7 53 3.5 3 7 7 5 4 3 5 5 a ♦ a t• 12 10 9 6 - - _ 0 7 N 73 - - - - 7 7 SS - a 5 S 4.5 • - 14 12 10 9 - - _ 10 73 S a 3 - - - 7 6 4 3 - - - S a ♦ - - 14'-0" 1• 11 10 9 - - - - 03 a 5.5 ♦ 3.3 - - - 7 7 7 7 7 1 - s ! 5 5 3 5 • a I• 11 10 0 - 0.S S J 7 7 S 33 - a S s 14 12 10 •- - - - - ss ss ♦ - - - - - 7 7 a s - - - s s s • - Z_ !4 1 1 - - - • •3 - 3 - _ - 7 a.5 3.S - - - - - S 5 33 J - - - _ _ _ _ _ - - - _ - - _ - ,• 12 10 - - - - - 10 Za 3 • 3 - - - 7 7- 7 7 7 ]3 - - s s S 3 S 5 4 3 14 12 t0 - s •3 7 7 ♦.a 3 S S ♦3 33 11 12 10 - - - - BIG a - - - - - 7 7 b - - - - ! 5 a • - - - - - - - - - - - - - - - - - - - - - 1• 12 1 - a3 a 7 15.313.5 - 5 S 33 - 14 12 10 - - - - - 93 •.5 33 3 - - - 7 1 7 1 7 7 1 6 3 - - S S S S S 43 33 - 16'-0"1s 12 10 - 6 43 3 7 a3 ♦ 3 5 • J3 1412 70 - - - - - f3 'a - - - 7 - - - 5 `3 - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1110�Y . .... ��= 02017 TE6' TECO,INC 2CI7 EASTERN METAL SUPPIv, INC. .... „`10ENSF•. ✓� BERTHA HVTM JQ h4 �I L ECO 1 N C A.S.S.A. Kv.Accordion Shutter System . aADE /1 W/OR W/o KV. WIMM axx TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems E,. KSCIWTJW WE DRA.N e1�: LC, Association, Inc. t OLD 15-0e5 7/27/1 WE- 07/27/17 O ; nW 3s( s,,s1e.sas.\1 F.. GARDENS,(30) MORDA1-153 ss+ 4268 Westroods Drive a Pnooe (3oe-0.1 530.ro., (3os7a7,-,531 DRAWING No TRE t��w�� West Palm Beach, FL 33407 3 17-107 7_'07 EB-0tWt : WALTER A i6Ut:r P.E. ♦ FLORIDA Ui./44167 5 SHEET P.E. SE/(C/3fCNAh1RE/DAIS s 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.S.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GNEN MAX, SHUTTER SPAN NEGATIVE A.S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (S-L V/ I,N!INGS ON 1HFFTS 16 h 17). � U B �TFZATE SOUTHERN N No. SPRUCE PINE SPRUCE PlNr_ SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2. MIN. CDX 2 W MIN. G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. 0 N�c 0.0 W/ W/ MIN. C=0.43 W MIN. G=0.36 YAXMA Y SPAN III) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTMIOS B.O. WALL MOUNTINGS M. N, O k R W & x M. N. 0 & R W & x M, N. O & R W & x P & Q S &V S & V S h V Inial IB761E RIO31%AUK fp1)d&M I@ee MWA WING fW LU.RSP NTAM FNSM AMG W L&L M IIIIIIIIIIE 1111311111111 ON IFS LU 698 a1ME RMK WIC b4 ML®I 66M IOa.M 64 LU 690165ME 1®R UK b4 LU 69171*TAK AMR INK W U®6046E MK bac 64 UA 6>o1 OK RWF(MK W JO 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS JO 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 b 60 7S 90 OS JO b 60 75 t15 '-0'OR 12 f0 10 9 6 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 6 8 6 8 6 8 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 1 12 12 12 4'-0' IZ t0 10 9 a 8 6 6 6 6 6 6 12 10 10 9 8 6 6 6 8 8 6 6 12 10 t0 9 6 6 6 6 6 8 6 6 6 5 4 4 4 3 12 12 12 t2 12 12 12 12 12 12 12 12 t2 12 12 IZ 12 /0 10 9 8 6 6 6 6 6 6 5.S 12 10 10 9 8 6 8 5 6 6 6 S 12 10 10 9 8 7 6 5 6 6 6 5 6 5 4 4 4 3 12 12 IZ 12 12 12 12 t2 1212 10 10 9 a .S 66 6 6 .S .5 12 10 10 9 a 5 6 6 6 .S S .5 12 10 10 9 6 3.5 6 6 6 6 S .5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 1Z 12 12 12 7•-0' t2 10 10 9 6.5 4 6 6 6 .5 .5 4 12 10 10 9 5 3 6 6 6 5 1 S 12 10 10 7 - 6 6 6 S 4 S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. t2 12 12 0.-0 12 10 10 7.S 4.5 3 6 6 6 5 4 .5 t2 10 10 6 .S - 6 6 S .5 3 3 12 t0 10 4 - - 6 6 S .S .S 3 6 S 4 - - 12 12 t2 12 12 12 12 12 12 1Z 11 9.S 12 12 1.5 9 9•-0• 12 10 10 5 3.S - 6 6 5.5 .5 .5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 J - - 6 6 4.5 4 3 3 6 5 J,5- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 6 10'-0' 12 10 7.5 4 - 6 6 S 4 3 - 12 10 B 3 - - 6 5 4 .5 3 - 12 10 3 - - 66 4 .5 3 - 5 5 - 12 12 12 12 1• 9.5 12 12 12 0. 6.5 7.5 12 12 9 7 11'-o- 12 10 S.S - - 6 6 4.5- - 12 10 4.5- - 6 .5 3.5- - 12 10 - - 6 5.5 4 - - 6 S - - 12 12 12 12 10 6.5 12 12 12 9.5 8 7 12 12 6 .5 5.5 4. 12'-C' 12 10 4.5 - - 6 8 4 - - 12 10 3.5- 6 5 3.5- - 12 f0 - 6 5 3.5- - 6 5 - - - - 12 12 12 1.5.9.5 8 12 12 11 a.S 7 6 12 1.5 7.5 6 S 4 13'-0' 12 10 - 6 6 - 12 10 - - - 6 .5 - - - 12 7.S - - - 6 4.5 - - - 6 .S - - - - 12 12 12 0. 8.S 7.5 12 12 10 7 .S 4.S 4 14'-0' t2 10 - - - - 8 .5 - - - --12 7 .S .5 - - 12 7 - - .5 4.5 - - 8 3 - t2 12 t2 9.S 8 6 12 12 9.5 7.3 8 4.5 12 9.5 .S S 4 3 15'-O- 12 - - - - 6 - 12 - - - - - 5 - - 12 - - - - - 5 - - - - - - 12 72 11 9 7.S S 12 12 6.5 7 6 4 12 9 6 S 4 - t2 - - - - - 6 - - - - - 12 - - - S - - - - 1. - - 12 12 0. 6.S (I HV BLADE OR '.1) HV BLADE W� 1 AI HV WINDOW BLADE WORKING IN UNISON* ♦SEF uM�(A-S OF USE FqA B E lip CN SHEET 1. + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL.FLOOR OR SONF'FR 3 SUBSTRATE SHML CONSIST OF THE FOLLOWING: !C O wooD SOSHALL AS FOLLOWS. -SOUTHERN PINE No.2 W1 0=0.55(NDS) 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INOCATEO AT -DOUGLAS FIR W/G-0.50(NOLS) EACH SECTION ON SHEETS 16 h 17. -SPRUCE PINE FIR NORM W/G-0.43(N.O.S.) EXCEPTION:SEF NOTE 7 BELOW -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2-COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAC SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SN41 BE INSTALLED FOLLOWING ALL OF -HE RECOMMENDATIONS AND SPECIFICA"IONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hc,riccne Zone 111�Y\.••... �A�- 02017 IYTFCD, WC. -_ BERTHA- ?017 FASTEHN ALTA! SUPP',Y, INC AS S A Accordion Shutter System . . . • H V. BLADE #, W/OR W/b FIV. NINODW BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems RD.N4 0(SC=PtION DAR I DRAWN By: L.C. ` rp'• " ' 6355 NW 31m,St.,SM.705,vRq GA40EN5.FLORAA 331 Association, Inc. 1 OLD 15-065 7/27/1 DHE. 07/27/17 • Nt Phone - (305)871-1530.rR : (305)871-1531 4268 Westroods Drive 2 DRAWING No .--�1T-s•:,`.+1iv*:'\ 15 .-n,wBr oeRo:.com West P01m Beach, FL 33407 3 -•C .TUT rP.E. 4 7 1 7ONAL fl% WATER A FLOREMUc "167 SHEET OF Y0P.E. SFE/SMAkR6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV♦ BLADES AS APPLICABLE WALL FINISH LIMITEDBE T AN + L— I ST S 00 ITH D Y - -1/4-. TAPCON OR J211V N Eg� $ —CON WITH ADVANCED URE IN N x THREADFORM TECHNOLOGY �- W/ 1 I/2'Mia PENETRATION \ 1 1/4'6 TAPCON OR OF THREADED AREA TO �X` I r TAPCON W'TH ADVANCED THREADFORM TECHNOLOGY _ / - W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING . (SEE EXISTING W000 HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) F MK S PMATION SCHEDULE ON SHEET IS) 1/4'm-20.3/4"S.S. MACHINE I TO(XASS(SEE ' I 1 OR g OR - R)$ SCREWS W/ 1/4--20 NUTS {^- 1E1 FOR Q r 6 12"O.C. ' 1"Min ON SHEET 10 FOR ExGILASS f BLA0E5(D Nk a) CLASS--H I I J L ORI WALL- NIS. ALL FINISH I I AND z LJ-L i lul r� I 1 , �.. I:�oPnoNu , EXISTING MIN. WALL I o FINISH 4 ( 2".1"WODO _�� ��4 _ !EXISTING NIH. U{_- OR HEADER REQUIRED lIJ OR (f. I 2"x4"WOOD �y __ EXISTING I MN I ! HEADER REOLHREO rr p�5� TO� SFE I ' L 17•"0 TAPCON OR TAPCON WITH ADVANCED '-'� �SCHEDULE .\ THREADFORAM TECHNOLOGY W/ 1 1/2" �-- �(`' MIN. SEPARATION TO G1A55 I Min. PENETRATION Of THREADED AREA i0 J 11 FOR BLADE�AFID ExIStING (SEE SCHEDULE ON SHEET 11) EXISTING WOOD HEADER. g�� ® GU55--•( (SEE SCHEDULE ON SHEET 15) 2•x4"CONT. SILL PLATE REO'O. O HV WALL HEMER INSTALLATION ATION O HV WALL HEADER INS I♦EION O T ITT ! EXISTING I _ MIN. SEPARATION TO GLASS I I -� MIN. SEPARATION TO GLASS I GLASS 2".4"CONT.-I MIN. SEPARATION TO GLASS I N I EXISTING _�� (SEE SCHEDULE ON SHEET I1) ( (SEE SCHEDULE ON SHEET 11) -� WOOD PLATE (SEE SCHEDULE ON SHEET 11) GLASS I EXISTING REO'D. j — 1 _ CLASS--t 1/4"4-201'3/4"S.S. 1/4'0-20.3 4•S.MACHINE S. -W� ' LL JI MACHINE SCREWS W/ I USSINCC 1/4"-20 NUT$ ,I \ \ 1/4"-20 NUTS O 12 T a�.1. FINISH I O.C. I I L e 12"O.C. OR f\ 2".4• CONT.-� I. '-�'OR o \ I OR 1 WOODPLATE .I REO'D. O O �MttllMt ,�d 0- \ 1"Min. 1 N 1"Min. 1/4"0 iAPCON OR TAPCON WITH ADVANCED ' 1 2.4"CONT THREADrORM TECHNOLOGY W/ 1 112- -1 /2" t -1/4V TAPCON OR TAPCON WITH ADVANCED Min. PENETRATION OF THREADED AREA TO THREADFORM TECHNOLOGY W/ 1/2' _ _ _ _ - 1/4"6 TAPCON OR �''LL PLAif EXISTING WOOD HEADEP,. Min. PENETRATION Of THREADED AREA INTO PLYWOOD \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL REOb. (SEE SCHFDULF ON SHEET 15) +-- (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2".4" I/2"MIN. COX), �� TNREADfORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH 1 1 SUDS O 16.O.C. MAX. PLYWOOD REO'D. W/ 1/2"Nin.PENETRATION Or 2-MOUNTING SECTIONS CAN BE -- - - --- -- •-1/2"N:N- COX PLYWOOD REO'D. — WALL FINISH-` THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY To RTTAC PLYWOOD TO M (SEE SCHEDULE ON SHEET 15) SUR ANY INSTALLATION. U HV WA.L CII INSTALLATION ATION -EXISTING MIN. 2".4"STUDS O 16.O.C. MAX. REO'D. ATTACHED TO STUDS Ir: PLYWOOD 70 BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE r.B.C. SECTIOLL N 230E CF THE F.B.C. -©HV WASill INSTALLATION ©HV WAL SIL INSTA �eTIONEi�� FLORIDA BUILDING CODE Non N. h Velocity Hurricane Zone 02017 TI,TECO,INC. IIAww``qq ,41JI�T`y`,.•••••.���>,= Cd 2017 Ek-,'ERN METAL SUPPLY, INC. ��c�,ys�.• A S ERT A H T!.! * IL EC O LIME . ,� L.SL.AI. Accordion Shutter System KV. MADE Nt W/OR W/O KV. WMOW BLADE TILLIT TESTING # ENGINEERING COMPANY American Shutter $yefemy ry DESS 41]F 6355.M Jmm 5t,S'. y5 NRW4��ppEHS,Zpgp JJIm AlEOCIOtIOn� IfIC. PTION ATE a+AMN er: Lt. Phone (305)871-1530.Fm.:(305)871-153+ 4268 Westrocds Drive ' CLD 15-085 7/21/1 DATE: 07/27/17 - f' ..�AIDA:.• 4r Y� a-mo:tilt...0"..on, 2 DRAWING No TIP/. 71T EB-0006716 West Palm Beach, FL 33407 3 .1 WALTER A.TRLT Jr.P.E. 0 P. / t/DATE FLORIDA O4./44167 5 17-107 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 11 HV & fk HV*_ BLADES (AS APPLICABLE MAX. SHUTTER SPAN Lt OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE '_1', ONLY ww.L FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTAL TION WITH BLADE 1 & A WORKING IN UNISON F --- ('-1/IY WW".OR -��' �� ! TAPCON WITH ADVANCED 4x8 (Min-)EXISTING -FQ EO— -2'WN.--_ _t i THRFA TAP TECHNOLOGY WOOSTRC BEAMURAL REQUIRED. _ EDGE (IF A�PL�CABLE) -_ �_ W/ 1 1/2" Min. PENETRATION 1/4'0-20x}/{'S.S. STRUCTURAL ADEQUACY ---- -- OF THREADED AREA TO OF EXISTING WOOD BEAM - -.—' ---- 1' PHILLIPS TRUSS HEAD � • r. TO BE CERTIFIED BY ,.^ ME SC W0017 HEADER. I (SEF SCHEDULE ON SHEET 15) �'^' MACHINE SCREWS REGISTERED ENGINEER OR - - W/ t/4•-YO NUTS ARCHITF.LT PRIOR 70 -EO --r---E T-_ - ---� _- EXISTING WOOD rEO-I-E O 12'O.C. SHUTTER INSTAI unON. - - --L' TRUSSES OR 1/2' 1/2' RAFTER O 24' O.C. REQUIRED • '•r AQ OR 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED 3 '•t .257' THREADFORM TECHNOLOGY EXISTING SOFFIT W- W/ 1 1/2'Min. PENETRATION 3/4"Mox. THK it g � I I OF THREADED.AREA TO EO$-EQ—/ 014x3/4' EO EO— :�1 OPTIONAL _ I I'x4'xl/8"CONT. &UM. TUBE EXISTING WOOD HEADER. S.M.S. (6063-T6 ALLOY) W/ (SEE SCHEDULE ON SHEET 15) O 6'O.C. I © (})5/16'0 LAC SCREWS TO Li U •.a_-ys}' 1 or 1$ Or O I 1 of Q Or 1 EACH RAFTER OR TRUSS _ LOCATE UG SCREWS AT EXSTING MIN Yx4' (D MIOWIDTH OF EXISTING WOOD EXISTING---I HEADER REO'D CLASS 1L MIN. SEPARATION TO CLASS I OPEN HOLE AT EACH _I MEMBER, (2'Min. NOMINAL (SEE SCHEDULE ON SHEET 11)- EXISTING I STUD TO ACCEPT WIDTH) W/2'Min. ( GUSS� 5/16•a LAG SCREW PENETRATION OF THREADED -- -----."�_- AT CENTER OF TUBE. AREA VALID FOR I 1�4 WSTAL.AIT10NS WITH 72psf MA%. A.S.D. DESIGN LOAD ANO S HV WALL HEADER INSTALLATION ATIAN maws(9,I n EXISTING YN sPWM1 EN 9'-0 MAX. SPAN THS + Ea/I�aE GLASS— 9'-0' EET SD: yE T INSTAL-1T1011 'S ONLY VALID ON 9QT+r n I OR® 1'FOR RAM 4)wO FOR WOOD W/MIN. SPECInC 9AaEsrl k OK 5rrE7 1r Pot GRAVITY OF 0.50 AS DOUGLAS I-SEE SHEET{1'OR T7'PMSHUTTER ASSEMBLY _ I dIRSR a® ♦ FIR OR SOUTHERN PINE No. 2. -MouNnwc sEerlaNs cw BE rnM6KE0 T HV CEILING INSTAL ATION -- 1 OR IN ANY wAY TO Lllf ANY WSTA/UTgN. OR EQUAL. (U HV CEILING I To CLASS(sm I --01 OR _ MIN. SEPARATION TO GLASS 9JmILp ON STEET I IN I I (SEE SCHEDULE ON SHEET 11)--- EXISTING II FOR aADE�.,m SEPARATION EXISTING ' GLASS a saEi &Far I TO GLASS CUSS-L -- Ol '-� a'��t�" (SEE SCHEDULE I I 1 I I ION SHEET 11) I I ALTERNATE WALL- 1ANCHOR I I LOCATION f I�I _ FlNISH/ 1 I 6 7 _ ]/a'uw #10x3/4"HEX GS--'I EXISTING WASHER MEAD TEK ( ( DECK RON EOURED 13 OR 2'x6"MIN. WOOD— r SCREWS O 12'o.c DECK REQUIRED (NO (N0 FINISH FINISH ALLOWED) _fZ- -- �EDCE ---_ ) 18 0 EO�'i EDGE OF DECK - - -1/2' I_' _ OF -_ ---—-- - --- _ -.1 DECK IF _ - --_ --EDGE OF DECK t/4"0-20x3/4"SS IF APPI.IGBIE _ APPLICABLE _ ____- W APPIr•o E 1/4'0 WITH DR PHILLIPS TRUSS HEAD ---.2�" _ _ /2'x4'CONT. TAPCON WITH ADVANCED MACHINE SCREWS .SILL PLATE iNREADFORM TECHNOLOGY W/ t/4"-20 NUTS -Y - 1/4'0 TAPCON OR TAPCON WITH ADVANCED -- REQ.D W/ 1 1/2'Min. PENETRATION O 11'0 C 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-III 2,ON. THREADFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN.--.--' OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min. PEA�RATON OF THREADED PENETRATION OF THREADED ,- -_.. EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOO]HEADER. (SFE —.-� (SEE SCHEDULE ON SHEET IST SCHEDULE ON SHEET IS) �%HV WALL SILL INSTALLATION ♦ sEF s;9 FOR W'HV FLOOR INSTALLATION C.HV WALK—OVER INSTALLATION ATION 1 FLORIDA BUILDING CODE Mori High Velocity Hurricane Zone 02017 TILTECO, ARC E 2011 EASTERN METAL SUPPLY, INC. V C'ITSF••. = BERT—HA TM '* MILECO .NC. Accordion Shutter System � A■S.S.A■ RV. R" p1 W/OR W/0 H.V. MOON BADE ��'•,/ TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems y N OE SCRIPT" DATE DRAWN e,.- L[ '•.'C , •Q`4,. 6355 xx. 36m.Sr,Su !l7,vlRcv...t G 1.5.FWRAA 3]I Association, Inc. 1 OLC 15-CBJ 7/27/1 DATE: 07/27/17 Phone (305)871-1530. Fox:(305)871_1537 4268 Westroods Drive 2 S/.OVAL ENG��,I+` ' m E8`looO6„a'COT West POIM Beach, FL 33407 5 DRAWING No 'I WALTER A. T1LUT!r.P.E. 4 1 7-1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA U” #44167 5 SHEET 6 17 OF 20 END INSTALLATIONS ;1;' HV BLADE OR J, WINDOW BLADE INTO 2"x471 MIN WOOD STUDS 2'..' .; 2'.4'1— r i E OSµC C WOOD STUDS 1/4y UPCDN ., AS APPUCABLE) \\ 0'�ANMM/�- PORIII� 000 ALOS !7 CAS AMCAGU) rFRTNG GLA55 To I/2'colt F PLYw100 f w SILOS MIS, EXi-G..All -ST.GLASS 'moi /rMN E.M.Q GLASS I.`ASS Mm 1/2'W cox - - wa 51i1RiOlON I/2•PlY Cof \ '`i/EO \\ TJX SPED1aL Or 9fEf R•Ro00. —` I13]ERIF 01"sN I -_ wN 5-MRAµ- 1 t r71µanµ.DAro 1/16'.3'wlx FtµNIOE D— m Q (SFF - --__ W sowToN ON Slm 14 fUt (6"6]-16)CONI W41-SLI ON S—I IS FOR 1/2•wN.ct - rNrpf /�'wN CDx sdfw tN sm RLwoao. m owls 1� AL-.uosa PLIw7o0. aIa[S Tia i� itA NzaE Slrc 1/Y - SOfDPE m S1fEi 1_ �2'w PATE(LOGTE I/2' WILL- GN sfE 15 rtl IQ ewE mYo AT ER 5p[ YIN 1 NNKN aJ[(5 Q tr 1� r �19 FQR 19 -Wil oc.S.uS ) 1 I •,e of *16oc sYs 1. --_— „IKFI•a:•r=._ 1 N .F."va` (Roe N.�o.7 olmon ' -—-— a O/0.1/2•sYs ��� -—-— sEE DE7.1 r rOR, TOR fr an.w T'i; caa / SEE DETAIL%rOR I''OR 194 srOC=N E(MOI I OR �-p-�07-CY 9•Q- scc coe c"Im gc oEtuL x Fae _ .®•a.(;..ai.i#- µlas - -- -p-6 O7-O�f3' .p.C-�..C�.©. SoL'w cnm O-©O-0-ia•a. END CONNECTION D TAN Z' END CONNECTION DETAI END CONNECTION DETAII END CONNECTION D TAII a6sTwc z•a4•YM.w1Qq .REot1+ED Drat FOR sPlvs cwwlE4 n.LY IY-o' 511735 9.1 NY:.IMS 1/.'I iAL'N MCNGR$- /10.1/r S.Y.S. ❑OSr61G GLLSS-� PEIL1MEl01♦IY O.C. R/ f1.C. \ Pkl1EIM11GN W 12•O.0 r..5[PMNLN 7u (� ♦ SEE LIMITATIONS OF USE FOR IFN 0Y _ m L&E' (g2 _ � 1/2•NN. 5�E OI 9FF1 a, 1(. '�AE M 1 W 5 BINIt SFoRR `:- BLAOE ON SHEEP t 9 I' sm..rSOR— 1/2'&A / 'I --�5 avow L a rq -- --- HJtF57iW �_... - � Di -_�/�_ _ YOB.•R�OSQO ^tomORR I -p 6 Gi-CU�'-Q3- -WFu nN�sN 2'N'Yw.Wow ALL (�-O-O'�O-Z�'Q�- V V y" • - y -.'may''®-tJ•®-0'®- 5%15G, .SJf�L �'�'O-C•g !� •5'C�-0•�•S3- PIIAd Cs L3•(3 � f3-C END CONNECTION DETAIL 11 END CONNECTION DETAIL 11-21 MAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ,\��i� ,..•••• /,. 02017 TILTEco.INC. �10ENSF.•may? c Za,7 EASTFRN NEIAL SUPPLY, INC B THA VTM L E C O A N Accordion Shutter System t A.S.S A ■A. FLV. BLADE#1 W/OR W/O H.V. VANDGW MADE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems Association, Inc. OEx�10N DATE 2MEN B1` Lc Q•''. �� 6.755 N.W.3" A..Sw.305.NRGA-<.W(MNS.FLOFWA 3316 1 GL 1$-aa$ 7�IJ�1 GATE: O7/'1)/1� ^•.• ••. (' Poore (JOSb71-1570.FaR. (305)871-1531 4268 Westroods Orive 2 19/0' 5 ' ''�aV .-.rw1; Ult—oca.00Nl West Palm/ G E8 00087., Beach. FL 33407 3 DRAWING No OVAL EN WALTER A.1µL7 Jr. P.EE 4 17-107 P.E. SEAL/SIGNATURE/DATE ROROF u`.�44167 s 6 SHEET 1a 20 �I411Af3b • (:FNERJII LMRATIONS AND GONDTTION� OF USE FOR BERRiA _ - - - KING IN U;ZN • cG �1 , C� I t MAX. ASO. DESIGN PRESSURE RATING: +110, - 113 p.s I j 2.MAX. SHUTTER SPAN: 96' 1 3.ALLOWED MOUNTINGS:A, D.G k H ON SHEETS 6• 7;AS WELL AS MOUNBNGS U. 0,T.U 8 W ON SHEETS 16& 17. �y 1}�.�J ONIV CEND INMA�SYMM QA( ORBOTH OPP09NCRLA N CASE ALLOWED OPP NG Og0p H ST LAYOUT 5 MUST BE INCLUDED ONLY AT FXTFRIOR ACCESS SIDE OF (9 1 CENTERMA /1R EA.EM 5..(A)HV WINDOW BLADE 1 SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'4 HOLES)FOR 4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE lO MAX. 5 WINDOWS • I I OF ANY 3'4 HOLE FOR(44 SMALL BE 12' ALLOWED AT HN_ ISA WINDOW BLADE ly rc (C)FIRST ORT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE II A A (0)tiV WINDOW BLADE l�MUST BE USED ALTERNATE TO A SOLID HV BLADE(I ` a THROUGHOUT SHUTTER'S WIDTH. A A (E)CE1 TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HN BLADE AT EITHCR SIDE OF THEM. 4 g (F)POLYCARBONATE HV WINDOW(44 SHALL BE INSTALLED SO TW TABS FACE SEE END 6 THE INTERIOR OF THE OPENING BEING PROTECTED. HV WNDOW 44y1 MUST BE CONNECTION �� A A A I?�-: ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED By ASSA, DETAILS ON SHEETS INC. 10 h le TYR.__/� r bq FULL HEIGHT. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 IBB BUILDINGS ON SHEET 15.AS UMTTED BY SPAN AND DESIGN LOAD(SEE NOTES Typ44 I k 2 ABOVE) t;�. 7. SEE ANCHCR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED "Q CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS LIMITED BY j SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). B. MINIMUM SEPARATION i0 GLASS SCHEDULE. PER ASTM F-1996: (SEE TOP FOR REQUIREMENTS) D M FT's F7�41EfE--SEPAWITION TO CUSS �NLIMITEO WIDTH 1' ELEVATION "L SUVA4110N TO GLASS , s.zs _-- EX STING GLASS ED SEE SCHEDULE ON 94M 11 FOR HARE S — AND ON THIS SHEET FOR BIDES M!a `_______ ___ ___ 5 E ALTERNATE OPP05ING CENTERMATES 21.2,7 j 3 aMRIOR ONLY) OR gS (SEE NOTE 4 ABOVE) (201 T ---- SYMM[tRICAL CENTERW7E5 Q �� W/2 OR S ANO w/o'753(sE NOTE 4 AeOLIe) PLAN 4w TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ---- / A t/i FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 02017 FASTERN METAL SUPPLY, INBERTHA— C TM A S S A Accordion Shutter System t 7h 1 L E C O 1 N C. . . . . FLV. BLADE X11 W/OR W/o RV. NIND0IM BIDE .p American Shutter Systema REV.N DESCRIPTION DATE DRAWN aY: LC. Q TILLIT TESTING k ENGINEERING COMPANY • r (V�;� 4355 R.•. sou.x_x< :Ds.1w cARcdz Rdx,OA 3.v0 ASSOCIOHOfIN Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Pneo4:(305)e71-1536.F•: : (3D5)e71-1sn Ivestroads Drive 2 (fL� (� r 1atcoeoo.com West Palm Beach. FL 33407 3 VDRAWING No V 'oNal•,�v '-C9-0006719 17-107 . �L•, WALTER A 1IL1JT,r. P.E 4 P.E. SEAL/SIGNATURE/DATE FLOMA LIG 111 44157 s SHEET 6 b•= , 1/20 D.D36•THICK INSTALLATIONS W/I HV BLADE & HV CENTERMATES ®1 - 2.000"mm- 'Min.A57M A-653 GRADE 40 M�^ VARIES G-60 T:ALY.$"EEL 2' M°`�� INTO METAL STUD WALLS * �;�p-:363• $T METAL STUDS A' 16.O.C. W - 43b �l- - - I 0 6 O.C., 4 OQ /2 475 * 3® 114"o NOMINAL kup. W W 38 GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA,1,HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L7 3/4=6 1p.0.035'THICK 16^ 43e 430 NI 12 ? SYSTEM INSTALLATION TO METAL STUD WALLS ASTM -65 STEEL TRACK CIM-60 1'0 8.O.C./ O 6.O.C.^.�—_,I I T ASTM AZED STEN w Rte.G-60 ISEPARATION TO GLASS SCHEDULE � —-3Mc•— G/(2)RED FASTENED f0 STUDS , 1 Ale=. W/(7)/6.1/2•TEK$craws ON , EXISTING FINISH 3® 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pst) INTERIOR k EXTERIOR FACE ; `AS APPUGIB_E 1 m 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM i SEPARATION w GLASS E-1996 SEPARATION .x LENGTH t I• u1N EXISTING GLASS-._ _ To cuss 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLS (SEE SCHEDULE) ,{j = � 114"/-20x3' BOLT a 1 THR1J 3 I" 4. ONLY IN ATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 1' m WITH ARRANGED A METRICAL LAYOUT. n USE 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 c" _ 6 1/4•a 0.035•THICK W,,1 EXISTING nwsH ) INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373 CONT.GALV STEEL TRACK CHANNEL.; APPLICABLE , CENTERMATE. •; '250• • ASTM A-653 GRADE w Mr..G-60 i GALVANIZED FASTENED TO STUDS (2)/6x1/2'TEX SCREYS ON 43c 430 I I b .tl/TENIOR!EXTERIOR FACE 1 O 6.O.C. 1 O 6'O.C. n -1/4.0-20 THREADS Ik* BLADE SLACK DETAIL HVF IS ALSO VAUD FOR (43c 1/4"g ELCO CONSTRUCTION 1/2' 12 ® CENTERMATE 21 APPLICATION WITH BLADE 1 _ PRODUCTS FAB-LOK HD I' ----- ) 43b .6•. 1 1/2'. 0.035•THICK '1:VAPoES.. 0 6' OC Min. ASTM A-653 GRADE 40 2- �,..— COMPONENTS MG-60 STEEL 1• MSS WALL HEADER/SILL INSTALLATION METAL AL STUDSSAT AT 16.O.C. - EXISTING FINISH AS APPIICABI!. SCALE: 3/8"= ' l (TYP. TOP k BOTTOM) _v^ --_ VA 1 3/4', 6 1/4'x 0.035•THICK Min. — — L .CONT.GALV STEEL TRACK CHANNEL. EXISTING GLASS _ _ _ _ - - TMA GRAD 40 M ni A$ 2 653 E G 60 VANIZED FASTENED TO STUDS W/(2) /6.1/2'TEK SCREVIS ON SYMMETRYCAL �YMMTA� MIN. SEPARATION VAHas INTERIOR h EXTERIOR FACE CENTERMATES W/ ; I CENTERMATES W/ TO cuss 2* EXTERIOR ACCESS SIDE INTERIOR ACCESSSIDECSEE scK1EDOLE) uRA.--------------------------- --- - ---- ----------------------------- ------ ---- ---- ------ ------------ --- 4 --------------- "(TMP•) IN 3 (6"Min.) IN _ _ HAT@(2)21 — 21 21 21 LOCHV -------------- - --- - - --------- -- --- - - - --- ---- --- - ---- -- -- L..��� -- ---- -- -- --- - VIEW Y �J 1 2 - — 3 1/4' (T%P) - 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 7• -_6 t/Y U/.%. S.ArK ## (Cont.) �(@ BLADE SLACK DETAIL HVF By_C FLORIDA BUILDING CODE(Non Nigh Velocity Nurr cone Zone '101—w SGEN) � ErR � /T�90201 ET nLCreccO.INC. C 2017 EAS-ERN MLTAL SUPPIv, INC . S BERTHA V,L1PA S S A. Accordion Shutter Sy stem HV. BLADE X11 W/OR W/O KV. WINDOW BLADE •k /// '� j * TILUT TESTING h ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION OAK DRAWN BT. L.C. • e3ss NN 36th St.SW.30S,V.ArAW CARDF .FLOItaA 3316t Association, Inc. I O-D 15-085 7/27/1 DATE: 07/27/17 RAwne.:(305)a7l-1530 FA :(305)07-u31 0268 Westroods Drive 2 t . 01,cit-O d.— West Palm Beach, FL 33407 3 DRAWING No -^1 O,C'• eCOR10?'. '0' ES-0006719 t 7-'07 aaR. WALTER A TEUT Jr.P.E. 6 P.E. SERc 1 RE/DATE nbwA Lie.11144167 s SHEET