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Home My WebLink AboutProduct Approvals 1/6/2021 Florida Building Code Online :t- ri' ,+' ? ... �� f_�„fic",j.8d 'i l"A �+'�,�HJ':' F.z•�3' ,"�,yy 1��) k, Bcjs Home Log In User Registration a Hot Topics Submit Surcharge Stats&Facts Publications Contact us Bas Site Map Links Search d1N Product Approval • USER:Public User i t[T Praducr Aoeraval P1h+nu>Product or Annllc n >A1191k9ga—MIA>Application Detail g A y r y FL# FL389-1110 p k�_ Application Type Revision R E V�E F€ Code Version A2020 pproved C00E C0MPLl i 1E�tiC Application Status Approved o t�n h` i3 �',,�r Ta LUCE COUNTY Comments 4BOCC Archived ` 5teCezve1D Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westmads Drive t ® 1091 West Palm Beach,FL 33407 bfeeley2@09e-a8s2te6m3 metal.com Permitting e coaun yent Authorized Signature Bill Feeley IrodriguezQeasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tiiilt,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL.389 1110 COI COI A A a DE3 F�..3E39 R10 Col rn ASSA f�i nnE1 2.ndf pd F1389 R10 CnT COI ASSA L�LADE3 ndf Referenced Standard and Year(of Standard) Standard ASTM E-1886 Year 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 202,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.Org/pr/pr epp dd.aspx?param=wGEVXQwtDgvYYHH2vJvx53MWSXdCOtOXPGxaL8B7Zzg"/o3d 1/3 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description _ 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking:blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use A Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADES�df 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'-3"for 40 psf FL389 R10 AE PER ASSA BLADES p4f positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes 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,W-11"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 sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retain@ y tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FUR9 R10 II DRWING ASSA 8 ADF phi 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„ " on Reports Other.Large missile level D.Max.Span is 16'-0"for 30 .s.f p FL3$9 RSO AE PER ASSA BLADEl P negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVl blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p,s.f,for 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[Sa es reta neny tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits Of Installation Instructions Approved for use In rrIVH2:No EL389 RIO II DRW ASSA 13LADE1 2 pit f 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 FL309 R10 AC PER AS BLADEi 2 pdf i for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Racy contact Ls::2601�181r Stone RoaA Tallwh a�e� 3 399 Phone:BSc-487-IA2A The State of Florida is an AA/EEO employer Copyright 2007-2013 eta,-of Florida.;;privacy statement::AcressibilitvStatempn ::Refund statement under ida law,email ddresses are mall to thisrentity.Instead,contact tfie offices by ph Phone or rds.If by traditional do not ant mail.If you have aour e-mail ny questions,released in response lease c a publlo-.139 d S. request,do not send electronic Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must pro deth Department with n4eniall address If they have oone4The aemeiils� 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 ornall address which can be made available to the public,To determine If you are a licensee under Chapter 49S,F.S.,please tack here, Product Approual Accepts: 3 CrediF Card Safe www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzga/o3d 213 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)EVS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2020 F THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (7B1 EDRIOH)O DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEW REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECIIONAUTY FACTOR Kd-0.85,USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM(A.SDOj DESIGN PRESSURE RATINGS INDICATED TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19&20.IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE OEM WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO"D.DESGN WIND LOADS AREA 1: BY BLADES(1)de �Al 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. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS N THIS P.FD„AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS GENERAL NOTES SHEET 1 ANALYSIS HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. J1SLE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSIEM•S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS'BEEN VERIFIED W ACCORDANCE WITH 160Y.1.2 OF THE ABOVE MENTIONED CODE AS PER BEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 gHEE7 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE t #0214.01-03,10715.01-03,f10D4,01-05,#1214.01-05,80317.02-06,/0609.01-10 AND 60210.01-11 AS PER TAS-2D1,TAS-2D2 AND TAS-203 PROTOCOLS AND ASTM E-1888 AREA �• (•ly BLADE(1)AND HV WINDOW BLAD�C1Al AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROr000LS DIRGE MISSHE. (WHERE PP I.Ag ) —HV WINDOW„BLADE ®0050,01-08 AS PER ASTM E_1B88 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2 FN BLPDEO AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEEP 19 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M, CONCRETE/SLGCK SHEET 7 3.BERTHA H.V.ACCORDION PIS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE$14x2.75'AND#14X1.75'RESPECTIVELY, 410—HT MWUAUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k5i YIELD SRENGTH AND 180 ks1 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSMEID COATING SYSIE71 AS MANUFACTURED BY APPROVED Cf?4rERMAIE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. ALL NUM SIONS SHALL BE 4.6005—T5MIALLOY.ALLUALUMINUM EXTRUSIONSTINMCO�ONMnWITH DIMbULAR MATERIALS SHALL COMPLY WITH SECTIONON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 O111_6 S.MOFMTHE 2015 UM YIELD STRENGTH ALUMINUM F R 6063ANUN�OY IS 30.0 Ins,AND 35.7 k i FOR MAXIMUM SPANOT LESAIEND CONNECTIN � 1-6,CONCRETE/BLOCK SHEET it 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 kSI MIN.TENSILE STRENGTH. ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.&4. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ATSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kvi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 14 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.WBLADE ID: 12,13,14,15 AND 20 ANCHOR SCHEDULE—WOOD SHEET 15 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV SLADE 0&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 8.THIS BERTHA RV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.W WHOLE OR IN PART Br U.S.PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X. WOOD SHEET 1H METAL SUPPLY,INC. 9.IT SHALL 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 STALL/CAULK AREA 3: W WINDOW BLADE Le ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/WAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL,IN A VISIBLE PLACE WITH WARNING NOTE DURING PEW005 OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUSE PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: W WINDOW BLADE C1�ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY 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 OPENNO LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTF]A'S INSTALL PERMIT 6 APPLIED TO. ATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONSPROVIDED BY THE JURJSDICNON WHERE 13. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE DZFORMA71ON FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSIALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.EASED ON THIS RED.,PROVIDED HE/SHE DOES NOT DEVATE FRO THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPDNSIBILTY. (o)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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 M THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FlARIDA BUILDING CODE(NGn High Velocity Hurricane Zone' lf1ILJjIIIj 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY,INC. rRj F�l 7j y'� BERTHA HVT. E C O 11mc. �� Accordion Shutter System _ No.441 7 H.V.BLADE#1 W/AIR W/0 H.V.VANDOV BLADE yt: * TILLIT TESTING & ENGINEERING COMPANY AT718rICOt1 ShMttes Systeln8LEV.Hol DISCRKIoN DATE DRAWN.ITY: UP 8355 N.W.36Ih.St.,SIe.Sae.WRGNIA GARDENS.R=VA 331e Association. Inc. 1 OLD 17-107_ /2/ GATE 7/2/2020 STATE �,� �2fJ Phone:(305)071-1530.Fax:(30.5)871-1531 4268 Westroods Drive 2 o—ttaN:IIAec.0-LGsm DRAWING No D,�•, F�DRL e,.'� CA-000671s West Palm Beach, FL 33407 3 20— 64 '�i��Fsts•....... • G\��` noR�Lu~u%Jr.lci EAL/SIGNATURE/DATE 5 SHEET 6 1 OF 20 / ,'•7OR B7NDON WADE® a N APoES 0 _......_..4_389• •I 1 • .__ i •'-, `� .4 • M 'l�L ., � , r � baf54'` SSQ• ^ 4.J71' 0 _375' NON/ ' O RTER COVERED UND R US PATENT # 5458 9 3Q�LV UNIVERSAL FLOATER QU ED OR USE QUALIFIED FOR USE W/ HV BLADED ® a, V / HV O 6005-T5 ALLOY AND TEMPER QUALI FOR USE HV 606 3 T6 E LOY AN TEMPER -SEE LIMITATIONS OF US F BLADE ON SHEET 19 E 1 6063-T6 ALLOY ER r 1 .3226"„ 1.500' 6063- ALLO TEMPER .37311 1-". (7 II1 0%720, 2.670" .610• 2226' ?_000l'I r_T _ !oi ' i -�•`a°' n, -1—___" _. t +_BZS�Z.092• tr nI 6.072• 1 r1 0.072• 0hV ADJ. ADAPTER W/LIP I- ---4=s-----.� ^ _I; - --- 6—_�_ QUALIFIED FOR USE W/ HV O LK— R RA ''920'' �1375. _^ BLADE 1 60HV ADJ. FLOOR TRACK 6063—T6 ALLOY AND O TEMPER QU FIED FOR USE W/ HV L RENCH TRACK �zss 3.750— i QUALIFIED FOR USE W/ HV BLADE U QUALIFIED-FOR USE W/ HV `—'-- '---" BLADE 1� 6063—T LOY A TEMP eLADE'�oNLY. 1�( HV RAINGUARD 6063-T6 ALLOY AND TEMPER "fi Vp18E5 ',,,� 606E-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ry}r 1• 1,@15___ qi BLADE(J _f_97T I-- M0x"I I ! ARIES1.936" 6063-T6 ALLOY AND TEMPER o. f 083' '-'_OBJ' pI i '-Ma•_ .. m .093__- A9Y$,' •e� m! ` n • o , ,_ .060•? n' I670T �p Nr 93"_ .Q93• , w, • 01 1670 1.686 I �' OgtA�# °;t yT i 670" -� L._L_J 3.53O� O�11 HV CEILING HEADER HV HEADER ILL" - 13 HD CEILING HEAD R/51LI IFTED FOR USE W/HV BLADE(1 ONLY, QUALIFIED FOR USE W/HV BLADE 1OONLY �,� SEE SECTIONS FOR VALIDITY- 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADELJ 14• D LL EAm/SI L SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER OUALIFl FOR USE W/ 6063-T6 ALLOY AND TEMPER B E I ONLY. X / 6063-T6 OY AND T PER TI a. � COMPONENM A D T7 T2 A4L%MN Y 7rA1 t f- X Y t i 1' 1' 0 052• a: _ >' 2' 2L0.125" 2 5•MAX. 1/8_..1 1/8" _—_ _ 8 _�— -- 2' '5'MAX 0.192' 1 0.192• '——x--- SIDE ANGLE -- --- `-- ---- 20 CORNER POSTS QUALIFIED FOR USE W HVA.I. M S 79 2.s' 7"Max o.190' 0.190' BLADE 1Q QUALIFl FO USE W/ HV QUALIFIED BFOR EUSE W/ HV fi063-Tfi ALLOY AND TEMPER GLAD 1 ONLY. T 2' '5•MAX:0.1 J9' 10.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALL AND TEMPER FLORfDA BUILDING CODE(Non Nigh Velocity Hurricane Zone; ``yp�Wll�llllll` I,, 02020 T7LTEC0,INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA F�IVTM Z11:L Mc O , As S.S.A® Accordion Shutter System ` No.441 7 = KV. RAM#1 W/OR W/O Kv WINDOW BLADE TILLIT TESTING k ENGINEERING COMPANY Amedcan Shutter Systems qEV. Drs7Ra7= DATE DRAM BY: M-P z ° STATE 0 � /1" 6M N-W 360r.SL.SM.30.VUMM GARODIS,ttData 331 Association, Inc. 1 OLD 17-107 7/2/20 DAME: 7/2/2020 •., 9S Z® Phone:(305)e71-1530.Fm:(305)871-1SJ1 4268 Westroads Drive 2 �/ °-ma6:t 1•co®aNmm DRAWING No CJ1_000719 West Palm Beach, FL 33407 s '20—j 64 *1;, 1ONAt 11`��SEAL/SIGNATURE/DATE FLORIDA WALTER A 44167 T[UJr Jr. E 5 SHEET 6 2 OF 20 4.57W 4.6 979- 2.293' -DIE C AW EADDO r EWWEL 1 •-2 GONG ENAMEL FWNTED 062' - �01 ONUESS TURN -------- KNOB. ..131M MMER Zf A T E C E R4) (CMDUE PIATW) J QUAU E . J��ixo;l' @ -LOCK 0 FOR USE EO&(9 ONLY C2 HV FLOATING CENT 6063-T6 ALLOY AND TEMPER QUAtIVIED FOR USE W/ HV BLADVI)& I ONLY 3.023" fl, HY ESS C 6063-T6 ALLOY AND TEMPER • HY CORNER-CENTERMaTE Lawc, OUAUFIE_pD(LFOR U�W/ HV UAIJFI FOR USE.W/ HV _ a BLADE ONLY. BLADE NLY. QQAU FIED FOR USE W/HV BLADE01 ONLY 250' 6063-T6 ALLOY AND TEMPER .518", 1.7W PLA :7 MM 5 /Y7 rVETING q- -360-AFTER R . B RE RMING P1 c4 06' -20 x 3/4" 1A i I --1 61 _J , U BS E .1 "0-20 RIVNUT* 0 _T AL. 9444 AWNLM(2024- AIL"LARGE FLANGE M _j PLAN FRONT ELEVATION L1122" .PAU 0 0820. MANUFAMRM 13Y AVDEL HV MALE -T- LOCK C CH HV."I.PIENY, 0.1.1 MMI OR R. 8 IAA Al 27 LOCKER FOR 'r-WCK CENTERMATE QUAURED FOR USE W H/ BLADE I N (Kg) HV FEMALEKV "T" LOCK NATIVE LJOCK ALLO Y QUALIFIED FOR USE VI/ HV 13LADEOONLY bUb.5-TG AND QUALIFIED FOR USE W1 W BLADE(PONLY QUAUFIED FOR ME OUAl IFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE WIHV BLADE(1)ONLY. BLADE n ONLY. _J417 3.161 am' THUMEIMR CYLINDER OR !0631 :=.w YJ KEY CYLINDER zo o 31 HID CENTERMAT CK kip% n^ x, 0.675"Min. 1 .125'MOB.CEN ERMATE W/ LOCKING ROD R, -R 0 1 0 QUALIFIED FOR USE W/ HV BLADEil)& 'a QUALIFIED FOR USE W1 HV BLADEf.1)& ijAl 606 F 3-T6 ALLOY AND TEMPER Z"�MIN. 6063-76 ALLOY AND TEMPER HD CENTERMATE'S INSERT QUALIFIED FOR USE W1 HV BLADET&(B _,/4"0-20 a"ff.-Is I ACEIAL 6063-T6 ALLOY AND TEMPER 11/2' 1 'THUMEITIJRN Do CYLINDER OR KEY L 1.57 I.L5 CYLINDER LOCKING RODS 78 M_ QU IED FOR USE W/ HV BLAD (D ® HD LOCK 064-T6 ALLOY AND TEMPER RV 3/13 AC (K� W 1 A 20 AISI 304 By REGENT HARDWARE MORTISE LOCKS SERIES 2,333 HOOK DOLT LOCK. C)IN WILL REQUIRE A 7 16 IERIES S.S. THUMBS jV5"IN ON HOLE THUMBSCREWS EVS QUALIFIED FOR USE W/ W BLADEO& (0 D ILLED A TRACKS FOR PROPER BEDMENT QUALIFIED FOR USE W1 W BLADE; OUALIFIED FOR,USE W1 HV BLADE(9 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 02020 ILTECO.INC. 02020 EASTERN METAL suppLy,INC. BERTHA HVTM Accordion Shutter System No.44 67 IILIECO .... \ A,S,%S,Am KV.RODE#1 W/OR W10 KV.WIMON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shuffer $PternS ?IV.W pumpnom DATE 1 DRAWN ef- tip STATE F a0svu Asecclaon. Inc. I OLD 17-1071 - . . ME%FmA3316f 7_2/2020 Pt--:(305)871-1530.Fu:(305)871-1531 4268 Westroods Drive 2 opi com......I West Palm Beach, FL 33407 a DRAWING C4000671 *17* ZONAL WALTER A.TIMIT J,P.E. 4 2 No 0-164 41111,111H.0.t 9• SEAL/SIGNATURE/DATE FLOIUDA U.1 44167 1 5 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR - --^ HVN 1 HV BLADE 1 1 12T0 BLADE iOP� 0625• r _® I — �G pj 7875. �IiVcoo,v a �— 5: •,w x--x - .aersH BLADE 1A I E .0625 .afi25' ® HV LONG RECESSED NYLON BUSHING � 1875" 0 .O6I5°BLADEs yY KNUCKLE :-i4Te a -----1 (w) j 0.0625 ® 13 I% t LFIAT PORTION•+ I f •' / HV SHORT RECESSED NYLON BUSHING 4 HV NYLON HAT WASHER �- --- " 0 OR N w �I R7.750`, ELMb_,`I li rcFi:a ,( : 375G' / .% ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I � 'I~ 40 ! ` _ _ X � r, �02;8750' ) X 0.870"x3/16" THICK NYLON WHEEL. 2 7/8"MIN. Ir' i iV v D08 / 0.188"0 AISI 302 SERIES S.S. RIVETS 3150 CLEAR O I--___ , i I BETWEEN _ :t I .0625•J 3 r --- --- —-- -- -- i - ? 'o - U>!CENTERS _0b '03 7sCK1 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * iI I % BLAOE zs' EXTERIOR G -t1 :f i- - OPENINGS ±5 3/4" ®3 HV 2 3/4"ACCORDION PIN W/ �/8 HEAD S I a o r--"-n:.- __I soo' '-'------ -r 76" _; , -- 2„4'( =!,EraoR:_tEypy ® POLYCARBONATE IMPACT RESISTAM IiV WINDOW I I' �—;, it`I j - _ BCLEA4N TYPICAL HV WINDOW BLADE t1�lA AND TABS TOR POLYCARBONATE HV WINDOW DETAIL (SEE NOTE FOR I I I - REQUIREMENTS) % OOR It� i ! , J :FOLYCARBONATE It.1PACT RESISTANT HV VANDOW BAYER MAKROLON 3103 POLYCARBUNnfE 1" '1 t 1 12"MIN.CLErb1I[:OE RESINS, UV-STABILIZED GRADE OR SABIC S E __-____._ �__- ! TO BLADE Bda u INNOVATIVE PLASTIC LEXAN 103 RESIN 7� (SEE NOTE "F" ON SHEET 19). i (i) FV FIIJ 4�� SHALL ALWAYS BE USED AT ALL EXTERIOR (('�'� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W'/ HV O OR I Li % POLYCARSONATE SOURCES FOR 44 HV 1a BLADE- EXTERIOR TYPICAL SHUTTER AssEMSLv RP?l1^ aauLT_ /-�" I1.T.5- 1 TIFiUL TrtOPFhr6 TM6iF9 (2) HV PIN @ MAY BE USED IN LIEU OF C7 AND ONLY AT I HV PIN O2 OR Q AT 3))j Rurum a EXTERIOR IJ.' '••.. ,"•" EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 90.324"-. y; BLADE'S KNUCKLE. Isusrrl BLADE WHEN CORRESPONDING TO INSTALLATION "11'•, SHEET 7. ' (SEE NOTE s FOR (i sPEDs CRAvm AM D7s2 0.043 CZ43 opo .048-'j REQUIREMENTS) \ I i TENSAE YMD STMLTH ASTU 07 DD 3' 9.1 R-.� 9.900 9_i. (3) HV PIN © OR r3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER - „� t FLEX-Ksrfl:-Hc9+ATYEW ASWU 12sx,..3. ,3,wn 9...;. ��:•`• 92 i I; rfD TAL MWJWS AS' D720 340547-L 343.70 94i. zPes1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEE OO i I i j �xxm mm Asa UM ,a v-��m 'I rr-o/m WHEEL CARRIAGE DETAIL Xs C2s0 .7.2 r G4.,i N.T.s. AEMBLY LAYOUT Ras Of 600tceG ASD4 0936 C-1 cuss C-1 CLAM SMF 6.010H AM DIS29 10W s v9 7 RTATHMfc: Asnr c+:a RT:9IE ST6fX=MTS gFATAEnWC t.ST1 638 9=2 p.aa. e810 Ps 1: HV BLADE SOLID & 1 A HV WINDOW ®LADE DETAILS TD,6 6R RS a Fo E ATM . ,5n�3> S46,P.s.c eefiD N.T.S. FLORIDA BUILDING CODE(Pion High Velocity Hurricane Zone' 02020 T,LTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVT,., II1N� \\GEr :4.�' L ® ,�c ��.�■�■ Accordion Shutter System H.V. MADE#1 W/OR W/0 H.V.WINDOW BLADE ND,44 g - TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems CV.N. OES/XtIP110H GATE 0RAl5N 8T: M.P TY �/�/d p BJSS hYf.JGIO St.Sta J0.T.NflR N GY D06.FLCP13A JSIL Association. Inc. I OLD 17-107 /2/202 OAT'-_: 7/2/2020 STATEf PAcne:(305)671-1530.Fax:(305)E71-153I 4268 Ylestroads Drive 2 DRAWING No :O�•, F� 4-mc tilt�eDc6C19 Lcom West Palm Beach, FL 33407 3 RI nn �i,,(Cf,4'•.,� ,.•\'&`�� viALTER A.nuf Jr.P.E. 4 6��q 1�� '''os/ANAL L/SIGNATURE/DATE FLORIDA U.y 44167 s SHEET -'I oil aA OF 20 5 T •g�$•� *NOTES ON HV LOCKS AND CENTERMATES• 1. MANOATIORY CONDITION! •ONE HV LOCK 2y�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,II�OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR IN TIONS T ANY ELEVATION. HV LOCK I�or f�jr MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR � �' T + 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 \J®®. I) I TYPICAL SHUTTER ELEVATION- lill u --35 j 16 a20'.� 2. L,+1:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV v ` j �� LOCKS OR MAY.BE USED AS AN INSIDE-OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES _ OR&SHALL BE AS INDICATED ON NOTE(1)ABOVE. 1 LOCATION OF LOCKS SWW-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IIVB I / PEORY CONDITION#j OR LIMITED MANMTORY CONDITION Hp-h II 3. '0 24.v, OR �2 BE U L� 11-V_t ENHANCE LOCKING RODS ARE NOT REQUIRED AT RRICJWE ALTERNATIVE BUT MAY y ( ""�J j i :--2d"�y BE USED IF DESIRED i0 ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONfMION!. ONE HV LOCK ®Sk1ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 4 "I AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I i y ATTACHED TOp CORNER CENTERMATE'W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS Roc- 1 1 AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. g: z I i I OR 22:ONE ALTERNATE HV LOCK 25 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND I4 I �� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0-20x3/4-S.S.THUMBSCREW TO'a OR®CENTERMATES SHALL BE MADE W/1/470-200/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO M5 LOCKS AT 1/3 OF SHUTTER SPAN. 1 ` ® 6.MANDATORY CONDITION FOR KE1fSfONi rancour I t A tn �� INSr DONS• ONE HV LOCK 6 or @ or @§SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP --------'-- I 1 + _ - TO 96',AND FOR INSTALLA110NS AT ANY ELEVATION. Hv LOCK®or®or®MAY BE USED AS AN INSIDE OR _ OUTSIDE LOCK,ATTACHED TO or SYMMETRICAL CENTERMATES W 2 1 4'-20 x 1/2'LONG FLAT HEAD S.S. cOMdaoN, I I •` M.S. LOCATION OF LOCK SHALLTO A®INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/'� DETAILS O & D F' E H� 1� K (L,>�; 1. ,I `-'3.5' OR S@ TOP AND BDITOM IS COMPLETELY MANDATORY. SHEEP D ■ v w ,x I' 1 18 TYP. FULL n `- HEIGHT. +�-�}$- `, *NOTES ON HV "T" LOCKS AND CENTERMATES• I Y C OF ORNER OF CO MATE 1. SECOND A13ERNAIE TO ONE ALTERNATE Hv-r LOCK(S�MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Q ax�oR©•OaOa 10•13 I ALLADO AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 10•��• Q•�1� _-` OF LOCK Qq INCLUDES USING REINFORCING LOCK ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 1�3 " CONNECTED TO CENTERMATES @ AND @9 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/870 x 3/32' ©•IIJJ07•©�©•O•®� WINGNUT OR W/ 1/40-200'S.S.M.S. INTO A 1/40x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• 07 MAXIMUM ABOVE AND BELOW MIDSPAN•USE OF TWO LOCKING RODS i@ TOP AND BOTOM is MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. HD '15134 _ND CENTERMATES'31 OR I42 WI 1AA: ONE ALTERNATE HD LOCK®MAYBE USED IN LIEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION HV LOCKs 124 OR @5'FOR ANr SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK®TO®IS W/3/8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�' AS SHOWN ON SECTIONS HOB-HUB AND HDC-HNC,SHEET 10.LOCK MAY BE INSTALLED AT MOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSpAN,USE OF LOCKING RODS 1@6 IS COMPLETELY OPTIONAL FLOW BUILDING CODE(Hon High Velocity Hurricane Zone' 02020 71ITECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ,•��•,. A . �/r%, BERTHA HViM \\GEN �Te�Te��o L-1 L E G ® tag. Accordion Shutter System H,V.BLADE#1 W/OR W/0 H.V.WIMIN MADE N0.QQj - TILLIT TESTING & ENGINEERING COMPANY ATYIETtCO� Shutter Sy9f®TIESZEV.N DESCUMM DATE DRAWN OY: MP *; s 51-——HRm+u rx+DCNs,—at1e A9SOOt0tiOF1. Inc, t OLD 17-107 /Z/202 DATE 7/2/2020 z 9:, STATE 0 Q!` Ph..:(30s)871-15M.Fox:(305)871-1531 4268 Westroads Drive 2 • a--a:t1UooWoolxom DRAWING No O•, F�0 0 CA-0006710 West Palm Beach, FL 33407 3 1 i,,tCS•,•••R) .•\ ``` WALTER A Y1119 Jr.P.E. s 20-1 64 �Y";,,,,ZONAL � /SI/SIGNATURE/DATE `L°R`°A D`-d'ab' 5 SHEET I 6 5 OF 20 POURED POURED --CONCRETE ANCHORS POURED CONCRETE _. . CONCRETE CONCRETE-, j (SEE SCHEDULE ON OR CONCRETE BLOCK;' i L'0-20x3 4'S.S. REQUIRED SHEET 13) T- / REQURED •\ - j �__,-T. CONCRETE ANCHORS I FINE SCREWS CONCRETE ANCHORS V"""'q1 ® » (SEE SCHEDULE ON W/1/4•-20 �,/•/ ��, ` /' (SEE SCHEDULE ON SHEET 13 r r• ,/ E(SEE In1lwTwc ON SIQLT -/ / ) /��, ;' ; SHEET 13) 1 urs® 1z'O.C. 1/4•0-2W/4-S.S. ( / j M• r'EQ—EO-= MACHINE SCREWS l ;' i• j '.'�/2• .- - l I %T USING 1/4'-20 NUTS f-t�-r-=:: 19 C ED 0 12•o.C. E.i s J.250'Mox. 13 DR O 13 15 C,ip,,:-T .250• I•� ''`' 1� !. � 1 r -.zsQ'mm. I;•Y N It�. ��; I I! / l r E.D.••` i i : ..1 ' - • 1 i i• :�: /•, OPTIONAL a I) l i � 1 1 l I OPT1M MISS I.L.. wsnrlai 1 d -.11 10R • w�l I r r 11 „iLR eslE b ee I ® ; l I••k EAfSRNG MIN.SEPARATION GLASS {t�Iryj1� EXIST IC N1755-� a��Q ' l '( MIN. SEPARATION TO CLASS ' 1 r_._-__ C - (SEE SCHEDULE ON SH 1 I �I }} LL l tt _....______.A�.L-._,I• -(SEE SCHEDULE ON SHEEP 11)-�I 1 ' '� ____-__-______.__.___ E%ISn�Nsr IIr I I I QA HV WALL HEADER INSTALLATION ----- ------- 1•I -------- I.�. v HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE IM�SE ^ EXISTING ` I EE SCHEDULE ON .. CLA55,1 - r�_-__�,_I. . l 'I1!�__.____...__._ I'_ PARATION TOsa�-- i MN ,-� SHEET TO 'I I 1'%OR l'9' I I - 1 EXISTING 1t S�_ I -t" ' MIN.SEPARATON TO GLASS -� y i-' is NR�_''I �r I (SEE SCHEDULE ON SHEET IT)- CH e I GLASS I 11 L i E �® EGLAS OPTIONAL II r I t I el,r 1/4'Max. Max. _ r �-OPTIONAL I i 1, F I E Dyr ,�_ / i1il lii E4;ai 1 it ..jy i:• i.' ....13 OR Q N 1I 1 jlT EQ- f- •• rr i/:" �r - l ----13 OR Q I:•"r 1'� l 12? 14 I C. _ I ! _ 1/s'o-z0x3/4•B.S. I•. Mfa _.EO.-,..EQ._. PHRLPS TRUSS HEAD 1 /4'o-ZOx3/4'S.S.PHUJPS i , I MACHINE SCREWS USING r CONCRETE ANCHORS CONCRETE ANCHORS 17 Im 18 L --- ... l SS HEAD MACHINE SCREWS I!• I 1' 1/4"211 NUTS®12'O.C. - SCHEDULE ON S SCHFDUI F.ON HEET 13) r - W/ 1/4'-20 NUTS 012'O.C. POURED CONCRETE I MN. POURED CONCRETE-- 13) OR CONCRETE BLOCK 1 •/ -• r + r 1•ICONLTtEIE ANOHORS �OR CONCRETE BLOCK WALL REQUIRED g HY WALL SILL INSTALLATION — —Jr (SEE scMO LE ON F�HV WALL SILL INSTALLATION POURED CONCRETE_..,', SHEET 14) OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL INSTAL I ATION NOTE FOR SHECONET 4NFOR PI AL SHUTTER INSTALLATION DETAILS W/ ASSE1-SEE SHEET 4 FOR TYPICAL SNUTTEp L E. D.=EDGE DISTANCE q 2-MOULNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET I3) •BLADE =-R !�Il HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLOMDA BUILDING CODE(Hon High Velocity Hurricane Zone' `` ��u�ur 02020 TiLTECO,INC. 02BE THA EASTERN mEAL SDL1N0. L E C O .a.. �oI.S I.�� Accordion Shutter System No.441 7 _ KV.MADE#1 W OR W/o KV.vi1t M 9ADE Tt * American Shutter Systems v.H DESCRWM DATE DRAWN BY. MR TILUT TESTING& ENGINEERING COMPANY STATE 0 � 83'''N.W.3M.Sr..Ste.30%VIRG=WOWS.FInwDA 3318 Association. Inc. , OLD n-1o� /2/z DATE 7/z/zozo �1'•, Ph—:(30)871-153o.Fox:(30S)871-1531 4268 Westraads Drive 2 O •. F e-meR:IR�eeaad.eom DRAWING No �ORID West Palm Beach, FL 33407 3 F ••.. CA-DOOB7,B 20-164 �'''�iss�ONAL 1 ,�$`SEAL/SIGNATURE/DATE eta U.g Jr.lei 5 SHEET OF 20 POURED CONCRETE ANCHORS CONCRETE- (SEE SCHEDULE ON SHEET 13) tD OAS9(5E 1 I : —__.! i OR �10 I I .�.sF➢AiIATiWI �._. L, REQUIRED 1 33EalE LN sTEr IXISTOTG To GLASS ro f-----� / )l�_-.__�. __. EDGE Or ..- 11!Qi E ON mum 1 GLASS_._l 1 1-(:;EE 9al[OWE ON'1 SIAB IF i ON• f9 fV1 1 I • I n.S.AWnON I i SIEE-11) 1 APPLICABLE EXISTING '�P`fi� I i i I {=TcIIE- I J' r �:'.\: )S r f /•/- %�/ rLASSf I I \ I Ox 6wE7 U) a i rO C�E�i ALTERNATE, II i it i I I \ i i I II.I ` ANCHOR I I 1 1__I I I EXISTING LOCATION I 1 I I I I GLASS •' #10x3/4'HEX WASHER HEAD i )1 13 OR i$ 3/8-TIJW. �•,� TEK SCREWS M 12"O.C. ' i ___1 / r%;-�/•� �, - . EDGE OF _ -CONCRETE ANCHORS _ _ ) �� F]YT fEd /,:':/i,/ %/`�'; .IJ/.-, 'r •r'�APPLSLAB IF ICABLE { (SEE SCHEDULE ON SHEET 73 ' EXISRHC ' u: I 1 _ ,_-_ _ 1. _ IrI�J / ' i r r f • - 1 I TDCC OF G1A55= i I I I I li EDGE OF--+.- :I "r I I_ '�• I-r .'t / 11 � ` �'/r SLAH IF UN.T,TDA28:a1 I I I APPLICABLE EDGE OF I �. f I �: '•/•/IF APPLICABLE / f I• I l_-' E•0 `r/-i r SLAB IF 'SaED4E P9fET -1 I, AFPu(;AELE PO -D f I• POURED-1 11 TT«R MADEO)AV I,I ° _, p POURED- 1 -_`_— / / I I,__•�, '—.. E D. CONCRETE `(SEE SCHEDULFLxF HEAD E CONCRETE THORS w Six-.:9 Fat i I—1;OR �9' CONCRETE "——\ "'' `'`- R REQUIRED REQUIRED 1 l �'�'�� i 1 I REQUIRED --- -E D."-----I I_--_E,pa� 7 HEAD CON ANCHORS ._.__.- _I_-M,��--�1 -(SEc ON SHEET 74) 19) TRENCH INSTALLATION rL�p �j HV WALK—OVER INSTALLATION VA CNLY FOR UP TO+70. -75 PSF A.S.D. ice) HV FLOOR INSTALLATION t DESIGN PRESS LIRE RATING Sc FOR SPANS PER CG) HV CEILING INSTALLATION SC• LE J3, s VN.3FPAIGTA::1 t5 1 —�I E W� ' IR.. • CONCRETE P1(CHORS_ TO cAs TI —O row.____,••l r..i U __ I (SEE SCHEDULE ON. a SNaEi 111 I ' I 1 I I- HET 15) 1%'O v LCIX TAPCON W/ a SFL'1 111 i IXISTING I ._ - r;� I i,i EXISTING.--i }I+ EXISTING Aft r RW.ays Ll F I � CLASS l I GLASS J eel.asearex m e,.v=s 6666 _ �� GLA55---1 ..-.,_ %_-.. Ta a G4 t/i-e POnF,u 7 4• I l _ ;3T.SC.^!M1L Ci SYr IIl -_.1 S 1 I ',TI Il FATIt +a:--W/ :-FS/AIC. I R I I I \:./ i(ERE SCnLLUtE Ott 51) I ', �Ialf O.C. •P TD E•-0$�F�1H A•f0 l i e 1 I;e l 1 1)I I 4' SPANS LARGER THAN l!l 1 I 1/4' A i rl Ittl I ^ 9' - 'P TO 8'-0•VAX Ar'FlX f(r _ 1 ' I NAX. i I •- I.. L i 7 S/.E�RA AT LKHf CSiTETER NiIO �_..11 � II ".�.) SEE HWE tt ON SHEET 11 "� 15 0.i /4'HEX! /I /� - LR t 2" I o e ; 1Cx3 5{• / . E.rD _ FOR UURArWYay 3 8 _ r I _._.....__ WASHER HFAO • t _ I ^; VAX. I (, e¢a �I I ,-TEK SCREtvS !' '{ ^.OP1.sF� I i M1T 14x3/4' HEX HEAD 1}3/6' i 1 0 12'O.C. i r I( / l i i. --— . TEK SCREWS®9 oc ".._ i'i a/e ,{� I i r.. t / �� . OR I/i'0-2C B.S.M S. C0.uCREfE MICidCRS ---•--�--• 6 ^^7 814x3/4"5.0. _ i/T x3/<'S5 1A5 W/NUT d s O.C. (SEE SCHECLLE O): i t/�L^ :�tv 1 G D.C. T- ) t ox .`l SHEET 14) .I 't%'� %/ a 1' 0.c. I 171ea 18 / EZS.G.NW:SIRJCTURAL / •%i/ � / 4'' �_°F '{ i /2_t- irl ! -17 R18 l � E'OhIN WI)TRne(CECCRATNT 7/8•�t _ APPLICABLE +I_:— _ t4xJ/4'F.H. S.D.S. Rt - L-'+ / 1L--CONCRETE ANCHORS SEE NOTE 1J b a G 9'O.C. _ RE rrsaETE FOUR f:D CONCRETE (SEE SCHEDULE ON ON SHEET 1 O �' SEF.NOTE 13(b) REOUL?EU __.._ ' ----'�-�_--'`�"•D / OR CONCRETE BLOCK SHEET 14) POURED CONCF.ErE-= ON SHFET 1 •'- - _:___._:...._. REQUIRED OR CONCRETE'BLOCK OPTIONAL-- POURED ' R£QL'IRFD CONCRETE (K� HV WALL FLOOR INSTALLATION WWAUM OD.D=sGOU�YI�Ge+INSTALLATION RF.CIRRED J t{!/ WALL WALK—OVER INSTALLATION nwxauu sRtmFR=_FAH a-D' °" QJ HV RAINGLIARD INSTALLATION t � NOTE FOR COMBINATIO tTHI5 INSTALLATION SHALL OE E.D. -EDGE DISTANCE REF)GVABLE WHEN PERFORMED I-SEE SHEET 4 FCR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 1.1) ADJACENT TO AN OPERABLE E. ♦ EF I.INRATIOgS U ASSEMBLY OR ENTRNdGE etlDE IA ON SHEET INSTALLATION DETAILS V/ T HV BLADE 2-MOUIdT CAN BE SECTIONS BE COMBINED S CF SE FOR iN AIJY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Won High Velocity Hurricane acne, ID2020 TILTECO.INC. C2020 EASTERN METAL SUPPLY. INC. BERTHA HV S Accordion Shutter System IL EC O opc. No.44 67 = ■ ■ ® ■ Hv. e1 E#1 W/OR W/O H.v.W INWN BLADE rl41?0 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems WEV.H ,,,,°„ DATE CENV/t/BY: N.P STATE F 93534 N.W.3EIh.St,Ste.305.YR.CERS;GARDENS,FLOMOA 3318 Association, Inc. 1 CID 77--107 /2/2 OAT. 7/2/2020 %�O'•. F k ` Ph.NC:(305)87t-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �GRI �$�`a c fl:.D oRo9.cRm West Palm Becch, FL 33407 a DRAWING NO �4iXr Lys . .•••. •N�'`\t WALTER A TOUT JF.P.E. 20—11 64 �i/ST�NAL L/SIGNATURE/DHTE FLORIDA D`.g 441e7 SEA 5 SHEET e 7 OF 20 SEE END WALLCO C r INSTALLATIONS W f 1 HV AND NOTES ON LOCKING x@ON SHEEETT 5. ®01© OI IT 1� 1!111,,t � MID E SLACK LA K D AI LOCK lJ IN t, ,-°"51"''G G�5 BLADE W HV CENTERMATES **��AP��o6-6.@- OR SEE END WALL CONNECTION EXIsnNc cuss DETAILS ON SHEETS 10 & 1 B------ ---------------- ----------------------Y2•.1/8 ' 2 ®.�ax 19•�rn>�t .�$ �f 3 _I/4- _ 7- 6 1/2• �__-. I (6063-T6 A(1,01�AWN. _ I---.---.__-__ .___.---_..............__. ._ ._. .._.._.-_.__._.__. ANGLE W/(2)1/4•o TAPCON 1/z• ®+® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I - ! I CENTERMATES ' I I (TOP/BOTTOM)h 10-J 4 S.M.S.® 12• ' ' CENTERMATES MIN SEPARATION (4)g1o:1/z s.xs.To tue, 9 /• W HV LOCK or 51 - ro GLASS ,`; O.C. FULL LENGHr. I ; -----� (SEE SCHEDULE AT FitLTi ANGLE(lYP) I -L ... W/ HV LOCK a or ON SHEET 11)DKI . J. x OUT ® ' *i© ®•� © ®�` HVA HVB HVC ©a®°P©+O1wO 10•�3a --POURED CONCRETE OR ) EXISTING GLASS CONCRETE BLOCK WALL 6 + 7O•��©•O•l'J.":._._.-_." (--- __ .--------- 1 O+�°^©� GLASS c � SYMMETRICAL * ( IN I�6 •7�'©°A�•07 •®°� MIN.S�AruTION ®+ E10STING! —-I cuss ml'r I CENTERMATES ) I ©,® � ®�Q•�7 rJ ` r ♦ TO GLASS 1., i (SEE SCHEDULE } 1 —r— — ©�® -- * I ( WZ, HV LOCK I ) (IN�rEORioR) + 80+®°"QQ.©�,,®.� ON SHEET 11) 1 MIN. SEPARATION'. a - tt ` TO GLASS ® ® I I , (SEE SCHEDULE IN oPnoNAL , \ Ir` �J '' ©`® I —)--. ON SHEET 11) '� (INTERIOR) ( ' - --�" i OUT •S� — �CONCRETE� �-• ANCHORS 1----- '— �. ,�.rl O- `.J :LAaIE`.,' '•-i 1 16 O.C. 2 VARIES - •`MAX.SLACK 0UT 6 1/2 (EXERIaR) J HVD OUT HVE HVF** RDRIDA BUILDING CODE(Non High Velocity Hurricone Zone u 1 II�III �� {Svpi 02D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC. °` � 44/r��'''% BERTHA HVTIA A.S.S.A� Accordion Shutter System L E C O I at. H.V.RADE 1 W OR W O r No.44 67 �-� � / / H•v vHNout'elnoE TILL(T TESTING do ENGINEERING COMPANY American ShYf1�r SySfinT9 IEV.x 136CMMON DATE DRAWN er: WP fl STATE F 1102- 6355 N.W.3M.St,St.303•"A"M =GARD rLaTea 3316 Association. Inc. 1 OLo 17-107 7/2/20R DATE 7/2 2020 one'p•• Ph :(305)071-1530.rm:(305)671-1331 4268 Westroads Drive 2 %y0�;•. '0(�EII Q ;� �:� o-mahG�f9.— West Palm Beoch, FL 33407 3 DRAWING No ao-164 �1E��I�SEAL/SIGNATURE/DATE WALTER�RI.U,1 ulei s SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV '3T" LOC (k HV MALE/FEMALE "Tf/ LOCKS CENTERMATES RI (29 & LOCKERS �2�i W� n HV BLADE �� SEE END CONNECnON DETAILS ON SNEETS 40 N,ja -� ')�a "CSS INSTALLATION n HV BLADEOUT t1�o�oETA0-WIND�TmOH�a, W/ HD CENTERMATES y�3 AS W1.1.1.AS WDER AL FLOJ.IRADE®DEfAL HOD-MD, nOa©.Oa .®a INDICATED ON IMI SHEEP,IJAT 6E US"YOTN THIS ALIERM, •,f 0•®„©'®a©'®a INSTALLATRIH t1EENL tt.c sHowN-w itt6 SHEET- SEE END WALL CONNECTION--- ` ®:®.®c.©,O,®a DETAILS ON SHEETS 10 R 18 2TQ•% NO'-2as.76 i.O ®•®n®•®®�•® Av �o coacRElE °/°• t j��s --35*--I I® 35^ (a191mt/x-Cu oTOr 1R)AV&EL I �•-pou/4• L--------------------- ---------1 saLs o tr -------1 Ar EACH ANNctEE.0+R), ' , o.e.i1A1 Z' 30 HV "T" IN (a)N.tE — IN (,)H.v. C�rl i 5 I "� 3 LOCK INSIDE 1 PINS ---- _T aH _v51 ws Clip') T s a t l " t�sync � I - _�_ s --t= SAYt O � , ``-V DUT 31oa��,�jl—f3* j ••31oR© 31aH32-'• i 3�_. 31oa3 SEE No1E s i0x Iry Loat�, 0-" 1/4" 0-20 x 1 1/2" S.S.M.S. {3 T-Lccx,on sHEE7 s. 30 x W/ 7/8"ID x 3/32" WINGNUT. (oPn�DJ� B—HVB OUT ( ) HDC—HW HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES t SERIES 9444 AUMANUtt !VG* W/3�2i LOCK (EXTERIOR) W/ Q 1 LOCK (INTERIOR 91tTi NUtSENT,PART/0820, ASIAANUFPAROEDaY A NEW CHERRY -�•® ®•^ ®•® 07054TEXf I,PEQUAL aiY NE7 JERSEY 1 n �31•• n 07Ot31 OR EQUAL •' '� ©•Q•®n©•Q•®a ------------ HM on LW=RMO a RD a 0 LWG s+Gr s •_� \gym/ ! (�t **-,D2 FLD.=WADEO MAIL RDo_.p 6 1GlD iQt TILL mOFA//QF5 APPUrATDHS WIIII HME Q HDD—HVD'�* FLOATING STACK FLQRIMA BUILDING CODE(Non high Velocity hurricane Zone ``�� 1}111111Ij/ ,,''' 02020 71LTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. " t(/ BERTHA HVT a��0Q\''�\LENS .' �% ti' =7i E C O �,�. �e S �A� Accordion Shutter System No.441 7 j Hv MADE#1 w/oR w/o Hv 1MNDOw BLADE TILLIT TESTING 8E ENGINEERING COMPANY Arnedcan Shuffer Syderns RU DESC noN DATE DRAWN BY. UP * -dam 2p 93s3 N.W. ocfaffon Inc. -f W.35tA.SL,St°.303,WRMOA GMWEN%FLORIDAILOIow 3316 . 1 OLD 17-107 1/2/2 DATE: 7/2/2020 o`• STATE t, = Phone:(305)871-1530.Fax:(305)e71-1531 4268 Westraads Drive 2 . . f ; `Y —011:unwoOcot.ecm West Palm Beach, FL 33407 3 DRAWING No �04 .• CCRI .: �c` rn-000at1a FiTER A Lr�iiTai. 4D 20-164 SEAL/SIGNATURE/DATE SHEET e 9 OF 20 POURED CONCRETE OR '+_Jr POURED CONCRETE _.POURED CONCRETE _ -POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE -_ ....1� ..._ OR CONCRETE '- ^OR CONCRETE REQUIRED i -/ BLOCK WALL BLOCK WALL REQUIRED i- __ __..-._;i\/.__...�r7L BLOCK WALL REQUIRED f CONCRETE ANCHOR- EXISTING CtA55 I EXISTING GLASS i O 16.O.C. + j EXISTING GLASS i'• -� i+ / i• i 2'MIN,f. EXISTING GLASS MIN.SYPAR780N < '-i"'-'--1'- I I .'', TO GLASS(SEE �•" EO 1 E ."r 70 �(� I .'' SCHEDULE ON SHEET I i MN SEPARATION i5Cf0DU ON SHEET 1/16'x3'MAX..___.` it FOR BLADE®ANO r •/ i+ l f• TO CLASS(SEE MN sEPATL111av ®AND (6TO GLASS(SEE 063-T6 CONT. _ ON SHEET 19 FOR S SST !!+ SCHEDULE ON%EET (LOCATE AT� ION SN 19 FOR ) BLADES(!)&® 11 FOR BLADE®ND c .' EITHER SIDE ALUM.CLOSER ON SHEET 19 FOR 11 FOR 9.ADEmMD �..7- BLAtA.S &Q� PLATE LOCATE 1/2''— 1/2' t FOR 0FO) I_ AT FJhI[R SIDE MIN. —; ` SIDES IQ& T-� it ON$HEE'T 19,Q 1/2'MIN. __. OF& 1 9Al1ESm& -_ _t 4USE 1.OR 2•MAX. #10x1/2•S.M.S + #10x1/2'S.M.S... I I, (AS APPUCABLE)x2'xI/nO•-2' O 16'O.C. _—_—_"'� a 16.O.C. ,J ___ ,/ .; ALUMINUM CUP ANGLE Ir`• i q _ \ (6063-T6 ALLOY)AT MIDHEIGH..,-� O I (1) 81Ox1/z'S.M.S.TO®& LI 00 1/4-0 TAPCONS ANCHORS TO• WALL AT 1.O.C. (LOCATE ATf SEE DETAIL X FORJ jI \ SIDE CONNECTION I OR a.� EITHER SIDE OF aiQ OR�'"".� i SEE DETAIL X FOR O I TO TRACKS O ® O) OR L-- SIDE CONNECTION O R © n 6- 7 0 8' 1D•®m TO TRACKS A I SEE DETAIL X FOR.,,'I®= n®n©• 7 8 o n n 6 ,�75a,8 10•®a Io0, SIDE CONNECTION fO�®O1®•�©•BLED J' 1o•®n®•Y3-®•®�' L 6 ®n®•�®•©°" TO TRACKS I �.®-0-0-6.®n 0•®n®•®�®•®n®•® ®�®m�.@-@®n O'BLED®•®�•®'l7'® O'®°�®.®°��•®n®� END CONNECTION DETAIL 10 END CONNE�CTI®ON D T®®20� END CONNECTION DETAIL� END CONNECTION DETAIL f-POURED CONCRETE OR -0 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• /' EXISTING GLASS CONCRETE BLOCK WALL EXISTING L i,' REQUIRED GLASS �'" _...�- NH.SEPAROION 810�1/2'S.M.s= t h ---.-_--- -- 10 MASS(SEE 16" _ ansncF p;.1 SHEET r' +" `•. MN.SEPAWQION ./ 11 FOR BIACE�AND CONCRETE :`' 1/2•MIN. TO GLASS(� // _ j__-.-..______ - - ©�^„ROOR ON SHEET 19 FOR ANCHOR®= `. SCHEDULE ON SHEET _ -------- CONCRETE': i "_I_______. . ____ �O&® iz'o.c.:' , 1 FOR 17ADEIDAND ANCHOR1 ON SHEET 19 FOR --- --- 1 oR oR 1 oR 1 OR(D D.C. 1/2'tNIN. I I ( } I ®'Ji ,•� _'� --- .''� E0� _� MIN. _��---'' I +'2'MIN. --- '©OR®OR�OR 2'MIN.i �� ♦SEE LI A71ONS OF USE FOR VIEW Y 5 -�+ BLADE IA ON SHEET 19 @OR�OR&R(DOR� T OR i �. PLAN O0R PCURED CONCRETE OR 6 ®Q®n0 w® 10 ®n DETAIL X �- � ®wO.O7 a BO 10•®a 6 CONCRETE BLOCK WALL �p®®©•�®•®a REQUIRED 1 ®•®�©•gyp.®n END INSTALLATION ©•O•®n©•O ®� —©•O•©�©•O•®n (1)HV BLADE OR 16 HV WINDOW BLADE INTO ® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ep.®a®.® ( -®n@•�A O ®�� ®n®•® END CONNECTION DETAIL© FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, 02020 TILiECO,INC. 02o2o EASTERN METAL.SUPPLY, INC. BERTHA HVTM Z�lS Accordion Shutter System No.44 67 ■ ■ ■ ■ Kv MADE$1 W/OR W/O Kv VdM W BLADE *' TILLIT TESTING & ENGINEERING COMPANY AmOftCGn Shaffer Systems pgam-m pA76 ORAWH LAY: MP =-o * +N Association. Inc. 1 OL13 17-107 STATE F �•-Q�` K7.' N.W.ssth.St,Stm 30%vIM=GMOD6.F=VA 3316 /2/2 DATE 7/2/2020 'V Phone:(305871-1530.FED:(305)871-1531 4268 Westroads Drive a ' 7��''��ORI P r 1 UltmD.Lwm DRAWING No '��• CA-=57 9 West PDIm Beach• FL 33407. s ,SEA wFLO a T a. PE s ZC— 64 FLORIDA Ua14197L/SIGNATURE/DATE SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULF2 SG_ H D 1 F MAXIMUM SHUTTER SPAN' "L+" OR •L-" MAXIMUM SHUTTER SPAN* °L+" AXIMUM SHUTTER SPAN*"L+"(ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS MST 1anoN END ' CENTERMATES.® &®or or OR W/ rz W/ ONE H.V. LOCK ® or ® or or CENT QM & , WMMETRICAL CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK r or®or® & W/ ONE HV LOCKS MANSORY POSITIVE AS.D. DESIGN PRESSURE RATING. CENTERMATES®& ®W/ ONE HV "T" W/ NO LOCKING RODS® OR w/ NO LOCKING WALL A, B, C, D, E, M. N, 0, P. 0, A.S.D.MAX.DALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,it) ODS MOUNTING F. K & L R. S, & V. AS . DESIGN PRESSURE RATING. BOTTOM (SEE NOTES .1Y (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD SHEET 7) FLMOU/CEILINGNTING G. H, I, 11.J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: ASA DEM T S _ CONCRETE & M UMMwsnOtscm INSTALLATIONS GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, PATING WALL MOUNTING FLOOR/CEILING PRLSSOM WALL MOUNTING PRESSURE (o.r.1 MOUNTING RMING & RQM FLOOR/CEILING MOUNTING DETERMINE MAXIMUM SPAN •L+"FROM SCHEDULE. (+OR-) _ __ (P•Ol') FLOOR/CEWNG MOUNTING Irsf) OR GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. I.OR-) _ _ _ («oR-) FLOOR/WALL MOUNTING q DETERMINE MA)UMUM SPAN •L-"FROM SCHEDULE. L i (R) L_(N-__..1 4 (N L-(N l F (N L-04 _ L F (AJ L-(A) V MAXIMUM SHUTTER SPAN •L+-OR•L-"FOR 30 OR LE I6'-0•_ 1W-0• 16-0• 16'-O" 30 16--0• _16'-0• _ 70__ 16'-0_" _ 76•-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EGUAL TO THE 35 14'-10• 14-10` t5•-2• i6'-O' i35 14'-10' 14'-10" 35 15•-2" 7 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+"AND °L-°. ._ _ -_.-.._— __�...-_ 40 13'-f0" 13'-10` 14'-2• 15'-2°__ 40 13'-10' 13'-10• 40 14'-2` IS'-2' (3) PROCEDURE TO DETERMINE MAXIMUM.SPAN FOR 45 _ 13'-7' _13'-1• 13'-_4• 45 __13'_-1^_ _13�1° _ ___ 45 __73'-4` __ _ 't F1V CORNER CENTER6IATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50- 12'_5^ 12'-5' 12'-8_ 13'-7" 50 12'-5' 12'-5• 50 12'-3` 13'-1• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10"-_,1'-10• 12'-1• 12'-11• �- -- _'--"----'" SHALL BE AS INDICATED ON MANDATORY CONDITION 2 ------------�..—__... 55 11'-10` 11'-10" 55 11_'_-1` 8 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ___.60 _ 11'-4" ry•_q• 11•_7•_ 1p _ -___. 60 11'-4• _ 11'-4° _ 60._..._-.__.10'-2°.. ...10-.11'.. NOTE 08, SHEET 5. RATING: _ 65 10'-10• 10'-10' _11'-1• -11'-11• 65 ---10'-70 10'-10--- _-65 9'-5•---�p'_j.'-- DETERMINE: . - -. —__- _ _.,_- __-_-_. L,+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70-8° 10'-6 IO'-9" 11'-5• 70 f0'-6• 10'-6• 70 8'-9• 9-4• L2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING _-75__ f0'-1" 10'-1• 10'-4• 11'-1' 75-_ t0'-t• 10'-7• 75 ..9-8•.... 'ri'L-XCEP7 THAT MAXIMUM SHURER SPAN°L+'OR INSTALLATIONS. 8_D _ _9�10• 9=10'__-L -_Iez5 _ -_80 W-FO• _9^70' •L-"AND MAXIMUM AS.D.DESING PRESSURE RATING FOR -- 85 9'-6° 9•-B_ 9'-9" 10'-5" 85 9'-6_ 9'-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE .. —�... __._ .. RATING: 90 _ B-3• 9'-3• 9'-5" 70'-1' -90 9•-3• I 9'-3• SHALL BE LIMITED AS FOLLOWS: DETERMINE- --- 95 9'-0• 8'-9'_ 9'-2° 9'-10"_ _ 95 9'-0• 8'-9• 1- CONNECTIONS TO KEYSTONE MOUNTING L,-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 B'-9" 8'-4' 9'-0• 9'-7• 100 B�-9• B'-4• LIMITED TO +64,-72 P.s.f. AND W-0" SPAN, SEE 1.2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING _----- - --------- MOUNTING MOON SHEET 7. INSTALLATIONS. T-_11'_..g_9�__._S,-4. 105__ -B,-7�____ T-11•-__ 110 8'-4' Y-7• 8'-7" 8'-2`- --110 - 6'-4• i 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 175 6'-2•-_ 7'-3' 8'-4• 8'-il` --_715 - 8'-2=i 7•-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •L,+° •L7+• •L,-•AND•L2_• 120 _ B'-O• 6•-11' 8'-Z•-i 8•--g:.- 125 T_-10• 6'-8 6'-0• 8'-5` 120 125 _7*-1 0' 6'-8"� (4)GO To ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE P.S.U. DESIGN 130 T-8' 6'-5• 7'-10• 8'-1"_ 130 T-8� e•-s MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 6'-2• 7'-9" 7'-9" 135 7'-7" 6'-z• WIND ZONE SPACING. 140 _ r-s• _Y-,,•__-r=7=- _7'-a• - 44G _ r_5. --s=i; ASTM E-1996 SEPARATION 145__ T-3• 5=9' T-5" T-3'_- _f 45 ~7•-3•__-b;-9• TO GLASS 150 7'-2'-...5'-7'- 7'-4' _ 7,-2• -5,-7' __- 155 7'-0• ( 5'-5- 7'-2• 6•-9" ..15.5 i'-o• _ 5•-5• 1. THRU 3 1"-_160 6'-,7' S'-2' 7'-1_t•-...__6-7�_ -_i fi0 6,_11• 5•_2r_ 165 -4• 165 -1:-- --170� 6--9•- --4'-It' 8'-11• 6'-2' _-17G i 6'-9•-_ 4'-11' --- __-_.175 "-7 6'-7• 4'-9• fi'-9" 6'-O` 175 4'-9- ---_- --_ __ ►------180 6'-6' 4'-8" 6'-9" 5'-10• 180 6'-6" 4•-8• - _ 185 185 -__._6-5• n H V BLADE - -_ 190 _6,-4-_.4_5:-_6'_6" 190 --_ 195 W-3• 4'-3• 6'-5• 5'-= __ 195_ _ 6'-3" 4'-3°- 200 8'-2' 4'-2' 6'-4•- 5'-3' 200 6'-2" {I 4•-2- 205 fi'-1' 4'-1• 6'-�- 8'-1' - 205 1 6•_7"--I 4•_7• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' t"?w1glill 02020 TILTECO,INC. m 2020 EASTERN METAL.SUPPLY.INC. • • • BERTHA HVT7A I L E C O ra.. �0��®�s Accordion Shutter System No. - H.V.BLADE#1 W/OR W/0 H.V.1WNDOW SAM = 1 = American ShutterSystems .N DESCRIPTION' TILLIT TESTING & ENGINEERING COMPANYOFSCR OATS DRAWN 11r:M,CN. G. — ,�/ W55 N.W.35U,.SL 51.300•VIRGM GNAA'S,Rp16pA 371e Association, Inc. 1 OLD 17-107 / 20 GTE 7/2/2020 STA OF Q} Phone:(3 05197 1-1 5 3 0.Fm: 305 71-1531 4268 Westroads Drive 2 9p'•. �c P Ut.FC-L om West Palm Beach. FL 33407 3 DRAWING No /C �Q lQ G-0006719 �i,�CCs+'•... ...•• G ``� WAL7FA A 7Llff Jr.P.E. ZO-1 64 4 �''4is�ON 1/SIvNATURE/DATE EGA U.Y 44167 5 SHEE7 6 11 OF 20 MAXIMUM ANCHORe SvAC.NC, (in 1 cCHED N F FORA R I Melt SHUTTM SPAN A CC I1��4 a' p RAIIM1 URI1GDING MOUNITIN-(' iVPF FOR lv1RPnRC AO CONCRETE ANCHORS SPACING F ND POURED CONCRETE ISFE NOUNIM09 h&c,D AND DN sNLLT a POURED CONCRETE CONCRETE B10tiC TAPCON OR RAN A WALL HEADER NOUNTMG (JWALL HFJ% 4 OUNTING ®WALL HEADER MOUNIING a Wes-W�NU (P)WALL SILL t�OUNIINC J&UF WALL HF11I1Fft/SILL TAPCON WITH ADVANCED D� Y// ,1 MOUNTING THREADFORM TECHNOLOGY (fl) ASD.DFSCX IaGTME R111a1G AST,.opm K00ME Ww11AE WIN; Am msm beam Fl<F.G51� ;G kw As 0.DE=IOgXNE PwSW Ww c0 AM DM MUMP1�1Ig wue6 1Ls0�.af7+himn FIMI E Rlm+c ALL POINTS SOLID-SET 30 4D 80175 BD 120,sDj2os 14 40 sD 78T90 1zD i_-21� sD 4o fiD 79 90 120 IeD�1o5 x ,oTaO 75 Bo ,zolteo7zes 70 a Ba 75 BD ,2o IBo= 3D I{D 90 75 Bo 7zo 180-0 74 12 fo 8 e e B 6 14 12 10 B 0 B B 6 ,4 12 10 8 B B_ 14 _I2 10 9 _a I.-F-1 8 - 14 12 70 8 D 8 _6 S$ _B_Is0 B BLUE TAP 3•-0� 14 12 f0814 12 10 D B B e B 14 12- f0 9 e e 8 6 14 I210 9 B e '8 14 12 10 a e e e e B -B B e BOR 14 12110 ae a 6 g 14 IZ 70 B B B B B 74 12 70 B_ 6 8 8 8 U 12 ID 9 d 8 3 14 12 70 9 B 0 8 e p E B -8 8 8•68 74 12 f0 9 B B e 8 14 12 10--e 8 o E l e 14 12 ,0 a e l 0 B B 14 12 1 f0 B 8 8 - 14 12 t0 -9 e e B T e B e a B B a 7 9 e p e 4 11 /2 f0 B_ e B 8 B 14 12 101 9 8 8 e e 14 12 10 9 8 7 - - 1{ 12MIN -f-_ B B 7 fi3 - p B B l e 8 7 ISS 4 4•-0• 14 12 10 B_ B B 8 4 14 I2 IO B B B 8 6 14 12.,0 9 B 8 B B 14 12 10 B 8 �Jc 9.6 - 1{ 12 e B B 6 B 8 0 p` a 'e` e e 14 12 f0 a e e 4.S - 14 12 f0 B B 8 6 4 14 fY f0 9_ B e e-e 14 12 10 0_ B __ - 1{-12 B 1j B08 a 8 B 8 B e 12 10 B- E e 6 4 1f ,2 10 9 B p 6 e- 14 11 10 9 B -E6 8 ,4 12 10 a "e 0- - i= 1{ 12B a-i B �9 e B B I B e B 7 6.5 14 12 10 e a B 4S __ 14 12 10 8 B B B JS 14 12 10 9�.U _f 12 10 8 7Se - p B B 8 73 S5 45• 14_ 12 f0 9 B B 43 1�11 f0 f1 8 B }j-.S14 f2 ,0 91/ 12 _70 0 B 8 81- 8 9 E B_ e e e 8SEE ANCHOR 14 12 10 9 18 S5 _ - 1{ 12 f0 8 8 D I31- 14 12 10 9 14 72 10 B B yrJ - 14 12 10 B B 7 - 8 B B B 8 7 B 4 SPECIFICATIONS 14112I2 0 8 8 4 - 14 iZ 1 f0 9 e g a S_ 74 12 10 B 14 12 Tc 9 8 I- - - 1� 12 10 B B 73 - a a- 8 0 e 73 SS 4 ON SHEET 73 ,4 12 1E e B g5-3 - 14 12 f0 9_ B B 43 14 1Z 10 8 a e e b 14 12 83 73 4 - - 14�112 gS 75�7_5 3S _ g__8 8 75 8S 4.6 JS 6-0• ,4 12 f9 B 53 - 1a f2 __ 9 8 e_{3 - 14 7Z IO 8 8 a 8 8 f4 f2 10 9 B I - 1� f0 9_ B 7Sf1 12 i1B B J - - 14 12 10 -9 e 8 - 14 1Z f0 e e e g5 35710 9 43 14 /0 B -�-- - 8 9 B 5 12 10 9 e B 14 - 14 12,0 B 1 B B 6 3.5 14 12- 1D 9 5 - - - 14 10 B43 - I- B 1 B BIB 8 B 43 14 12 10 B B 4 - - 11 12 10 9 8R ]_ - 74 72 10 9 _tl_ a e - ff42 p IS - 14 112 B _B5_ 14 12 110 9 g 1 - - 14 L12 10 9p34 12 f08 61- 110 B p '� 11 12 f0 I421010 _ _ 10 8 - 14 12 10 8 1 8 7 1 1S.S- 14 12 f09�,4 12I10 B 73 751-I- N i2 ,01 - - 14 12 f0 B(B 8 6 - t10 6 - - _ 1! 12 14 12 10 B SS_J 12 10 9 B 143 11 12 1 f0 B p p - 14 it 7 _ _ I—L- - - -_ 14 11 7 S5 3S - I-I-_ 8 B 7 SS 43]3 - 14 12 TO9 SS --_•- - ,4 12 10-19 a 4.5�- - 14 12110 Be B - 14 12 ,0 7 4 1 1- B p B e B 73.7 4 8'-0• - -t-�-h- - - - f� 12 f0 0 B 3 _ *SEE UMfrATI0N5 OF USE FOR 11 12 10 S5 3 - - 14 12 10 9 p 11 _{L - 14 12 1 f0 9 9 SS- 14 12 8S _3 _ =1� ,2 E.5 7 { (_� 8 B B 7 _5_S 4 3 14 t2 II f0 e S - I-1- 1{ 12 f0 19 8 1 4 J- - 14 12 110 8 B B - - 14 12 93 - --j- - - 1{ 12 g5 7S 45�- p e B 7.5 I. IS - - BLADE 1A ON SHEET 79 14 12 ,0 6S 4.fi - -i- 14 12 f0 9 7.6 - - I- 14 12 10 9 ems= - - 1319.51 4 - - - - - 13 BS 83 S - I- - B 9 a5I 5 4 _ _ __._ 8,-01 14 12 70 63 -__ 11 12 10 9 �73 - - - 14 72 70' B 8 - = I4I/2 f0 I fi (-IF 14 12 i. _ 5.5 - - -14 12 12 Is 14 2B'.05 e q --�- i4 12 Y. B 7 - -12_10 1411 101 9 �B -- 14 T71S 4S - - - _ = 14 14 113 73,e = e- H 73 e 4 ,{U12 S 6_35 IZ 1 _ 9 _ ,4 _12 10 1 B B - -1- 1 gl B - IS 03 - -14S 6 J.5 -I- - f{ 12 ,0 B-SS - -- 12 f0 9 e - - _ - _ 4110•-0• 1� S 3 -- ~- _ � _ 11 12�7 - - 14 12 i 10 T73 5 1- - -I- I- 112 10 8 3 1- 14 /z �j 14 iQ3 J - = _ - = u ,05 7 3s - ge 5— — (—. — - _14B 43 3 14 12 10 8 I 14 12 10 B 16 i-I- I- 14 11 - -- - 14 11 7.S - - -1 8 173 - la 12 17 - - 14 12 10 - - - - 11 72 7 _ - t- I- - - -- - _ 14!12 to - - =L_ = OS B - _ _ _ _ _ - 3-9 - - - 14 12 1D 1 _ - - -- - 14 12 4 - - _-_I-_14 12 _f0 = --_ - 14 12 10 - - - - I- 2g`0,5 - --- - -- - II ._. _ _ _ 15 14 ,2-8.5 11 12 I10 - - - - - 1♦ 12110 I- ]51D _ -..-._.-- _ _ - 114 12 10-.. B B f 8 -0 B 7 �--- _ - - - - 2.B BS a ..... .I -4- 4 72 95 -__-_ - Iq 12 10 - - - _ 1{ 11�10 7 - I 45 3 -- ---.,.- -_ _ 2 I,D _-=I_- _ AS 7 - - - - - 05L17 J.91-J= - I- = 11-�7 1 45 35 J _ iiil{1{1{j_ _ -- 14 72 iS - 1- (- - 14 12 10 t- _ - - 14 12 10 - - - - I� i2 4 i= - - 14 3. _12'-0"- _ - - - e_14 72 S Ti-�I-- - 14 12 1 0 14 112 10 - - - _ (- 2'S 9.' -i- _ _ _ - '35 49 1- - -I- 8 0 I li 6 4 ♦ r�� 1 A 14 12_ -'-_ - 14 12 I- I- ___ 14 12 - - _ __ - 8 a-0 - I - - __ g e3 - - - - - - p 65 ,S as 3 - - HV BLADE OR 1 1 HV BLADE 14 12 - - - - - 14 12?= 1=-_ - ,�12 - .,_;-.L.- ,. ,2 -I- - _ - - ,a i__i= -} - 8 p 8 B ei43-='!- 13•-O•- _ __ _ _ 1 it 14 70 i- _ 1-_ 14 f2 I- -- -t03 5.5 _ - - - - OS a �_ ,�,z- 1=_ _ - „ ,�r=={= _ =-_ ;;'12 = _- _=I=—='f_= ,3 E = _ _-_—— ,S es _ _- __ W f t1�A HV WINDOW BLADE 14'-0. 14 ,2 - - -.___ _ 14 t2r- - 412-(= t9 ff" - -14 72 _ _-- ,4 12 ,, °:' _ _ _ BBq3 - - -- WORKING IN UNISON I14 7 - _-__ _ _ _ - 14 12 _ - I- - 74 12 _ 10 14 113 _ _ _ _ _ 14 12_ _ _ _ 14 12 - - - I- _ OS 4 - _ _ _ _ DSe _ _ _14 -_ - _ _ _ - _ 15'-0•14 - 14 '71� - - - - I_ _ _ 73 Fi5 331 - _ _ 4.5 14. 14_ ___ - - - _ 14 7 _ I.._ 7 C 3 6i 3_]5 14 -_ __ _-r-_ - 14 _ f_ _i- _ _ _ 14 _ _ _ _ __-_ I____ _ -_ _ __ 155 35 7 16�-0�14 = '~!_- 14 -� - - 14 _- _ _ __ - 1 ____ -- 14 - - - _�-- B 8 B 175 B 3 14 FLORIDA BUILDING CDDE(Hon High Velocity Hurricane Zane 111(l yf 02020 TILTECO,INC. O 2020 EASTERN NEIAL SUPPLY INC. �? \,\GEN `'13.; BERTHA HVTM As S e S mAn Accordion Shutter System No.441 7 RV. BLADE#1 W/CR W/o H.V.WMCW BADE TIWT TESTING & ENGINEERING COMPANY AmBrIcan Shutter Syatema EN,H orscwMON OAIE ITt,ANTI Bri +',7••, STATE 6M N.W.3b0.9.,S11 MO.MGM QftVB.FU)F=A 3316 Aesoafatlon. Inc. 1 CLD 17-107 /2/20z DATE: 7/2/2020 Ph..:(305)071-1530,Fnr:(30S)871-1531 4268 Westroads Drive 2 '��•, F�DRI ft/; 4 .I.tip Ckl.mm DRAWING No CA-f1D08719 West Palm Beach, FL 33407 s •;`F,,, � W&WR A nwr Jr.P.E. 4 20-164 rrr�in�NA� �79 SEAL/SIGNATURE/DATE FLOWA Ix./44167 3 SHEET 6 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (S MOUNTINGS 4 C.&It ON SHEETS 6•7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: �M AE am I Ia1IRED CONCOM (A) TO EXISTING POURED CONCRETE:(Min.fe-3 Im* aman EQwALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY I.T.W.BU LDIX.(Mn.fc=3 wl) SPAN - 1 4'0 x 3 4'ALL POINTS SOLID- (N aNCHDRS SPACING LLYSt710 / / SLT ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(MIn.f'c=3 bi em Of9Gt7 RIFSSIIIrE RAii6 5D.4o � TRSSII2 RMLW DESIGN"B"M PRE59�WING EOFM R - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.fe-2 Wi) )30 40 fig 76 BD 120 1W 3D 40 60 75 90 12D 1(O 20S 30 10 fi0 75 tic f720 1fi0 2 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL PoDTIS SCREW,BOLT&SPECW.TY COMPANY OR ANY VANCED 14 12 10 e e 6 e s fs 12 10 9 e e_ s OTHER APPROVED LIC(NSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUM SYSTEMS ASSOCIATION•INC.(Min.fe 3 Imj 14 12 10 9 B 5 e 6 f1 12 /D B 8 B e 6 14 12 10 9'-B B6HNOLOGYOR 14 12 10 G 8 B B 8 14 12 10 '8 B B E B 14 12 10 9 e U.-SET NOTES: is f2 10 e 5 18 8 7 14 12 f0 -9 18 8 -6 6 14 12 f0 9 8 B 8 8 CAP A1)MI NNIUM EMBIDAffNT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED TNRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 to B e 7 SS J.5 74 12 70 9 e e B e 14 12 1G e e e 6 5 ANCHORS IS 1 3/47,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. i._- ._ 4'_D• 14 12 1D B B 8 e s 14 12 f0 B e B_ 6 5 14 12 10 B B B 6 SS A2)MINIMUM EMBEDMENT OF 1/4'0 M 3/4-ALL POINTS SOUO-SET ANCHORS SHALL BE 7 8 INTO THE POURED CONCRETE NO EMBEDMENT _- _ _ I4 12'10 i_a 8 s 4 f4 12 10 9 B e E {.5 1412 f0 9 9 . 4 33 INTO STUCCO SHALL BE PERMITTED. 1/40-20 SS.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO DGST,AND 14 12 10 8 B 8 8 4S 11 12 f0 9 B B s 5.5 14 12 10 9 e E 6 4S 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 B 7S SS AS - 14 12 f0 9 8 e 6 5 14 12 110 B e 7 55 4 451E Lu�4110rS OF USE cWl 1{ 12 10 9_ B 8 5 8_ 14 12 10 8 0 ti 8 5.6 14 12 10 9 8 8 6 45 CAJON`.�X¢T 1B AS)IN CASE THAT PRECAST'STONE,PRECASF CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DGSfINC WALL OR FLOOR. 14 12 10 B a 7 4! 14 12 f0 !1 8 BS 9 3.5 14 12 10 8&B 5 SS 3 14 72 10 9 B 75 aS 14 12 10 9 B 8 s 45 a 12 1G 19 B 9 a5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL RE AS INDICATED ON NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THE ENGINEER FOR 74 12 9.9 73 6.S 43 -I- 14 12 f0 9 e 7.5 5.5 4 14 12 10 B__e 8 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 D_ 8 8 0 14 12 10 B B 6 5_ 14 12 10 J-`9 B !.e 5 3S f4 12 10 9 73 SS J =-14 I2 f0 B3 7 5.5 1 3 4' 12 8 BS s3 i J (B) TO EXISTING CONCRETE BLOCK:(ASIM C-90) 14I 12 f0 B e e.5 5 3.7 14 11 10 eS! 1/4'0 TAPCON OR TAPCON WITH ADVANCED TNRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX fs t2 8 NL5 ss ]_ - 14 1 1_a 8 B3 4S J5 14 t2�Tiq? a 17 5 a.5 3 - 1/4b x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRBUTED BY ALL.POINTS SCREW BDLT&SPECIALTY COMPANY. 7'_O. 11'12 IO!9(E 614 I-Y. 2 10 1 B p 7 5 -4 1f 12 7S 53 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS NMIUFACTURED BY FLOPoCA FASTENERS DIRECT•LNG 12 10 B If8.9 4 - 14 12 B(7S B 48'15 - 14 1G.94S J3 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,MID DISTRIBUTED Bf ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 121t1 H3b 14 12 10 19- 73 S7 4-= 14 12 7.5 45 - = OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SKITTER SYSTEMS ASSOCU110N,INC.14 it 7 55 431- - - 14 12 10 9 73 SS 4 - 14 12 9 7 e 45 J 14 72 f0 B B 83 - 14 12 10 B B 8 4 - 14 12 1O a ies 8 33 = NOTES- 8'-0 _ - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'MID TAPCON 14 72 0.5 7 35 3 - - 14 12 a eS Ss 4 3 - 23 63 6 _i(� 3 14 72 9,5l75 e - 14 12 95 8 B3 9 = 14 12 e e(0.31 I- WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 f0 19 6.5 g ij _ - 14 12 g BS R451 B.2)MINIMUM EMBED�IFT OF 1/4 s x 3/4-ALL POINS SOLO-SET ANCHORS SWLLL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO B•-D. 14 f2 10 9 B - - 14 t2 io 9 75 4S(- - f4 12 JIS 7 5 _ EMBEDMENT INTO STUCCO SFALL UE PETRMBRED. 1/4'm-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MDAIMUM SHOULD SRJCCO 1♦ 117 SS 53.5l!_ _ 55 45 ] - 12 a 65 4.5 - - - 14 72 8.5 7 55 {1- - 14 t0.5 7 SS 1 EXIST,AND I'MINIMUM FOR WALLS WITH ND STUCCO. I- 14 12 e 7 4S -__- 14 71 7 D_S_s3 4- - j! 8.3)IN CASE TINT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FJ(ISIING WALL OR FLOOR, 1d-0' I2 10 B 7S - - 14 12f0 B 1S 3 _-1- 14 f2E_ 8 S ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAND WALL FlNLSfNES.ANCHORAGE SHALL BE AS INDICATED ON 14 100 7 1t.3 _JS - - A 93 sd 5 4 3 =�= 10 73 5 4 3 NOTES ELI)&.&2)ABOVE FOR INSTAWITIOS ON VINYL SIDING OR E1FS WITH OR WITHOUT METAL SRR)S CONSULT THIS EN(3NFFR4 71 TERM 55 - -I-I- 14 11S 9 6 5 4 -I- .28 BS 6 6 { FOR MSTALLA7ION INTO EIFS WAIN METAL STUDS SEE SHEEP 20. OS_e_ - 13 t0 e5 3 4 3 T 1'-0' 1s 12 f0 - - - - _ 14 1212 B 7 6 4S - 14 /05 7 Sa 43 ]3- - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHDR'S MANUFACTURER.12 9 6 4S 14 13 - = 8 7 43 3.5 3 - - -- 14 14 ID.5 7 5.S'48T = - 1S 85154 4S 3.751- - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS.- B.5 !-__14 MIS 731_B_ 5 - - - 12 9 8 43a4 -f-&12'-0' 4 12 f0 - t- 1� t2 9 1fi.F+ 8L_=I- 13 10 8S _5 EDGE DISTANCE VERSUS SPACING SCH DLFOR ANCHORS• 4 SS - B _6 4 3 - NA)OMlly ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICTED BEIAW.FOR E D.1E55 TFUW THE INDICATED,REDUCE ANCHOR SPACWC SS39g S 1 - - _- OS E S 4 I- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - 14 10.5 7 fi5 4.5`-__I- 11 _85�4.5 JS_- - - REDUCED SPACING OBTAINED US21G FACTOR SHALL MDT BE LESS TWIN MIMNUM SPACtNG INDICATED FOR FACX ANCHOR TYPE 12 - le 119_73 e s 1- - 17. .9. e..�s_s - - - FACTOR Is a 10 73 5 4 s!_ - - 73 ss 4 3 - - - - ACTUAL TAPCON WITH ADVANCED 19 6 45 4 I-i- - B3 7 5 4 - - - EDGE TAPCON ALL POINT S011p SET TAPPER t es s - 1 HV B DE OR BLUE TAP W cnP _ -�,.-..__ - - - .5 73 6 1 - - _ DIEDANCE 7HREADFORM TECHNOLOGY MIN.SPACING 14'-0'14 12 -� - - - 14 145 7 u - - - - 11 65 SS 4.5 - - - - ED. ANON.SPACING-J. MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING-3' 3 J/4- 4' 10 73 - - - g'3 IS(�J.S _ _ - �...S s3 3 - __ - 1 HV B E W POURED roucRETE& POURED O�IE ONGIM HDaR POURED CDNwEIE& PDURED CONCRETE&EOIL�D E1aRQ37E BLOaE f3 T. _ - - _-_._if a-,M�ST45 - _ =-_- a i15 49= ___ __ __ - V W DOW MTL FA.MSO IBC FJx-s 1/C lDL FA•21 CONCRETE BLncK coNCRETE BLOCK ►N F�•31 LtX ED-2 1/Y 7'^M - - - - - - - 12 e e I- - - - - 93 7 4S -1- _ M-3 1 2' MN EO.•S /V• F �+ _= = _`_ __- 35 la BLADE WORKING _3' ----1.0 DBo -- - 1.0 0.78 -- - --1.0- 0." - 1.0 fly1/2' -_ -- - _ 0.81 O.W 1.0 io _ _ -I- - - .03 e s - =i=I= - ae 6 4 - - - 1N UNISON® ---_----- - --- --- ------- - ---- - _ _ _ _ _ _ --2•----_-----0.71 __.. - - 0.51 - 1.5 85 SS - _ _ - 0' _23 j�5-__ 091 _ - _--___ _._ _ 043 025 BS 7 5 =_ _ _=A-fi 44 1=1= FLOPMA BUILDING.CODE(Mon High Velocity Hurricane Zone, 1 4111kil 1040" 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ',ycE, sF ;'P'- BERTHA HV1E., T L C® �N ®�a ��® Accordion Shutter System No.44 67Hv anoE#> w/OR w/o IV.WINDOW aaDE TINT TESTING &ENGINEERING COMPANY �eEICOn Shaffer SystemsEy, oEscROnoN DATE DRAWN BY: Mr F C;,/ / 6115 H.W.JSM SL,St.30.NHCMA GARDENS.FLOROA 3316 Association. Inc. 1 OLD 17-107 R/2/202i OA& 7/z 2020 STATE ''p••. PAena:(305)871-1530.Fox:(305)877-15m 4268 Wastroods Drive 2 P, �� -.1 Ultaco0aol.00m West Palm Beach, FL 33407 3 DRAWING Na ',i',LSS/�...•�t,.{o�`r` WALTER A.iGLIT&.P.E 4 20-164 'Y1AYd1NA R18)`��EAL/SIGNATURE/DATE FLORIDA u`'a 4`167 a SHEET e 13 OF 20 t111AXIMUM ANCHOR+ cvp(yN (jn) M`HEOULF FORA C1Bre1 L 1r CL 1IT7FR t opty A-S.D DESIGN N GATNE PRESSURE RATING AND A C�RRESPONOING MOUiv:,N- TYP FOR CONCRETE OR CONCRETE BLOCK LNc*�I nnnAg (BEE NOUNIINGS 1,A N&L ON SHEET 7) POIRiID CONCFML POURED CON OONCREIE (�wwE ovER& n TRENaH �ICHORS SPACING 1 M Y MOUYTIH .Q -__ JORABJCUARD MOUNTING (R)WALL/FLOOR MOUNTING ©WAL�/WAU(OVER MOUNTING PAI 66M A'ETAaE ROSSOY,E R9Nc(p51 OL9S116O1TNE PIi}�TRI-7R3 ISO mm fI AK iii—m E_HAIM a mm MWK-PtiE9N[RONc l(- TAPCON OR ]D Ali 60 75(ei 121)160 lob 30 4D(6B 75 90 1161tbO 20.5 JD 4D 80 7S 90 1zo 180 20.5 30 4D 1 69(75(to iw te0 20 TAPCON WITH ADVANCED 14 12 10 9 e 8_ _ 6 12 12f 12 12 13 e3 d 7 7 7 7 7 7 S.b 3 s 3 s a THREADFORM TECHNOLOGY 14lz`!,o9 12 121Y 12 12 D9 -7 7 7 7 7 7 7 7 7 5 6 5 a s 's s s ALL POINTS SOUD-SET R 14 12 10 e 8 8 6-8 i2 f2f2 0.!! e._.e7 _ BLUE TAP 8 1212 12 10 78 6 7 7 7 7 7 7 7 7 b 5 b b 8 b S S 14 12 /0 -III- 7 1I8 e l e 12 12 t7 I2 n.S e.5 bs S 7 7 7 7 7 7 65 4. a 3 S 3 S S a 4 TAPPER+ 14 I2 t0 B--e)B`—B' 6 t2 12 f2 12 /Z�BS 4'-0'— 14 12 10 B_ e_E e e i2 12 12 D3 a I B 4.S ys 7 7 7 7 7 7 6.5 5 � 8 S e 5 S 5 5 14 S 1'0B 8 e 6 e I2 12 13 12 10 75 5.8 1 7 7 7 7 7 7 7 s3 5 5 6 5 5 b 9 5 1{I12 10 9 B 8 e e 1Z 12 12 I1 1 9 7 S 4 7 7 7 7 7 Sd 4 S 3 1 7 5 S 3 S 4 J 5•-0• 14 12 10 B e B 6 e 14 12 12 f2 10 73 S3 4 7 7 7 7 7�7 7 7 11 12 10 8 8 8 8 8 12 12 7 7 7 7 14 12 10 B 8 B 6 1 8 12 12 1Z 0.9 8 8 4S Z 7 7 7 7 7 71ss-4 g g g g 5 5 S 4 14 12 f0 9 e ;8 a e 12 12 13 D 73 Sb 4_ 3 7 7 7 7 7 43 yS - 5 3 E 3 b 45_JS 6•-0- 14 r7Z 10 s e 'e 8 B 12 12 17 10 B B 43 39 7 7 7 7- 7--7 7 7 S 9 5 9 1 9" S S a SEE ANCHOR -- SPECIFICATIONS 14 12 t0 9 8 e 5 8 12 I2 ! 8 s 4_ 5 - 7 )1 7_ 7 7_55 4 - 5 s g s s_' i- J ON SHEET 13 1{ 12 10 9 B IB 6 8 1] t2 tiff"a e5 S 73 7 7 8 43 - S- 5-�8"5`-'B- S 4S - 14 1Z 10 9_ 8 _B 6 0 12 12 f0 a BS a a5 7 7-63 99 1 1— _ I - -- 7,-0. 11 12 10 9 e B' 8 a 12 12 12 B.b 7- lS--1 J 7 17 7 7 7 7 775 S B S 9 S 13 3 S_ 14 12 10 6 8 0 -6-6, T2 10 aS a 4.!J - - 7 7 7 fo 12 10 s e a s e 12 12`89 7`ss' { _ _ 7 I> 7 4 - Q VALID ONLY FOR UP 70 +70, -75 14 12 I to D a a a - 1z 12 es 1 7 ss 1 3 - 7 17 J 7 ss 15 J - - s s_ a_ s_ss lu - PSF A.S.D DESIGN PRESSURE 9•-O. 11 12 10 9 B e b - 12 12 OS 75 a 4d S 1 - 7 7 7 7 7 7 7 4 9 b S S S S S RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 4 _ s 5 s e 1 ] 7 7 7 7 7 7 6 J S 5 b 5 5 "3--6 S 7_ 8 1 5 a 8 5 1 _J 7 7 6-5 ET -f-- - e5 5 5 15 15 14 — 14 12 lO 0 8 9 - 12 fO3 7 35 7 7 39 4.0 J.5 - _ 5 1 8 15_ - - ,1 12 10 D I9 D �- _ 12 71 e3 B S ].S= 7 7 7 7 7 7 {3 - 5 b 15 S S 3 �9 4d 14 12 10 1 D 1 5 e_�_ - 99 7 43 33 3 - 7 7 7 b3 45 g" S II S 5 4d 33 - 14 12 10r8-e a - - 12 D B b 4 - - 7 7 7I6 S --�- - 5 14 112110 8_ 93_ B_ 7 17. �{ y 14 12 10 B I B I b 1- - 12 10 7 SS I43 7 7 7-!11'-0 �_ 11 a S.3 4 1- _ _ I- 7 7 7 39 15—�33 ,4 11",O B IB 8 15 1 (- + BLADE ONLY ,{ f2 10 D 15 8 r— J 14 fa f0'D_ 0 - -_ - Id BS 55 Id_3.g - I- 7 _7 6.5 IJ.S - - - S S 49 SS J_ is f2 10 D -B-I'-_ �-- - 12 83 B.S B '4 - 8- � I- U U1' 4. I. "D 9 OS 11— 4. 11 ] 4d y8 D - - - D 7 4d 7s - 11 12 110 0 - - - - �73 (.{ • _ _ -. 14'-0' 10- - In 83- _ _ _ _-_88 g 3 _ _ 7_ 7 5 SS _ _ _ - 3 5 g 11 12 70 D - - - - 65 ed { - ,- I- _ 7 7 S { —"--- 9 1 7 {S 33 3 - - 7 5.5 Sd - 1�14 10 - 70 7d 7 • i J - - -_ 7 7 7 7 7 75 - O� - - - .__ - - S 5 S S 9 4 3 14 12 10__- _ _ _ , 6.145_ ] _ _ _ _ _ 7 7 46 3 _ _ _ 14 12 70 - 5 - 14 12 110 -jj_- _-_ - - B,3_Bg { y3 _ - _ I _ _ - 16'-O.1/ 12 10 I- i- - - - YS 7{5 J9 3 = _.�._0.S 1 7g_!-?.._e". 3 - ..fl S_ - ls 12 1O - - _1_ g a.s J _ _ _ _ 1_ 7 4 _ _ _ ___ 5 S 4 ss 1`I 12 10 - FILL-!_�= 7S sb 75= - - - - 7 7 4s - - - - - S S - RONA BUILDING COM(Non Nigh Velocity Hurricane Zone 02020 7ILIECO.INC. % .`� A.•. T��,i' @ 2020 EASTERN ww SUPPLY, INC. '"!VP �QEN BERTHA HVTM IL E OO iuc, IA,S,S,A� Accordion Shutter System No.44137 Hv BADE1 w/OR w/o Hv KlroDw MADE TILUT TESTING& ENGINEERING COMPANY American Shutter Systems E7.N DESCRIPTION DATE OFEIBN Ut Nr q' STATE F `a�/ "' SM N.B.36M.at.St,.X5•VRC001 01ppENS ROkM 3]16 Association. Inc. t OLD 17-107 /2/2D2: wte 7/2/2020 �90:• �. PiI-c:Clos)e71-1SJ0.Fc.:(305)871-1531 4268 Westro6ds Drive 2 a-moR Wtecooaoleom$ ORI West Palm Beach, FL 33407 3 DRAWING No 7i7j7 S�OIVA; `�l BRZR A. TIE. 7 a 20-164 I SEAL/SIGNATURE/DATE FLO 10A 1k-0 44187 ' SHEET 6 14 OF 20 MAXIMUM A. D DESIGN PRESSURE e hI Q Q AND CORRESPONDING MAXIMUM LIAR ANCHOR SPACING Q 1 SCHEDULE FOR e GNEN MAX cF FLmFR SPAN NEGATIVE AS D DESICC' PRES3URE RATING MD A CORRESPONDING MOLL TING TYPE (SEE MOUNTINGS ON SHEETS 16&17). U B !Eii;-T- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SPRUCE PINE SPRUCE PINE / / i/2' MIN. COX 2 W[kIN.Gm055 FIR NORTH FIR SOUTH OOUGLAS FIR W MIN- G=0.50 W MIN. G 0.43 W/ MIN. G=0.36 PLYWOOD ,VcLo W/ W/ MIN. G-0.43 W MIN. G-0.36 SPAN(fQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT,T WALL MOUNTINGS CEILING-MOUNT T - M. N, 0 & R FLOOR NMBUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAIL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W& X W& X P& Q S&V S&V S&V _.. -._.NasE E1E19K 0mG- 11�NDeBi E11SH Rm6�) ®1 tmmR R6191E fa7G(Its sa®17DI-mK RlmH 8ID16(AQ P B7Sm Im9a FlS9NE BLID 1�1 _Ds_a 6OMR�9FE a,alie 6d1 sa_Dsll RL9Etffl9R 9mG(T0_Rw NcutITI3RR R67G fpl�Dsrfi 1BNK 1tDlE 611PC 4+I 716 DFiI I¢®1IIB39rz_aus(� 30 40 60 7S 90 OS 30 40 60 5 90 05 30 40 60 75 90 ,o5 30 40 180 75 90 OS 30 140 60 75�90 105 30 40 60 75 90 ti05 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 OS 30 40 60175 90 OS -0'Qi 12 10 i 10 9 8 8 6 6 6 fi 6 6 12 10 10 9 8 8 6 6 6 6j 6 6 T2 10 10 9 8 j8� 6 6 6 6 1 6 6 6 5 1 4 4 4 3 12 12 12 12 12 12 12 112 72 12 12 12 12 72 12 12 112 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 1210 10 9 8 1 8 6 6 6 6 6_ 6 6 f 5 t 4 4- 4 j J 12 12 12 12 12 72 12 72 12 12 12 12 12 12 12 12 12 12 _ 5--0' 12 10 10 9 8 8 6 8 6 6- 8 5.5 12 10 1 D 9 B 8 fi 6 6 6 6 5 12 10 10 9 8 7 6 6 6 H 6 S 6 5 (4 4 4 3 12 12 12 12 12 12 12y 12 12 12 12 12-12 12 i 2 12 _ 026'-0' 12 1D 110 9 8 6.5 6- 6 6 8 5.5 4.9 12 f0 70 9 8 5 6 6 6 .5 5 4S 12 10 10 9 6 3.5 6 8 6 6 5 4.5 6�( 4.4_ 12 12 12 12 12 12 1 12 12(j2 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 5S 4 8 6 -2 S 4.5 4 12 f0 f0 9 5 3 8 8 8 5 4 3.5 F2 10 10 7f,51- 6 6 6 5 4 3.5 6 5 ?4 4 - - 12 12 12 12 12 12 12 12 12 12(12 0. 1-12 12 OS 8.5 7.5 _ i _ - - W-O' - 12 10 110 7.5 4.5 3 6 8 8 5 4 3-5 12 10 f 0 8-35 - 6 6 S S 3.5 3 12 10 10 4 '- 5 6 5 5 S 3 6 5 4 -___- - ---(- 12 12 12 12 12 12 12 12 12 12 11 9.S 12 12 1.5'9 75 H.59'-O� 106 B 55 5 3.5 J 12 10 9 4 - '- 8 8 4.5 d 3 } 12 10 4 3 - 8 B 4.5 4 3' 3 B 5 3.5- - - 12 12 12 12 12 0, 2 72 12 1159.5 8.g 12 12 110 8 B.54 _ _ 6 72 10 6 3 - E- 6 6 4{'i.S 3 - 12 10 3 - 8 8__4 .5_ 7__-_ 6 5 _ __72 112 12 72 _1.5B.5 12 12 72 :0. 8.517.572 12 19 17 6 5 77' ' . - - 6 8 4.5- - - 12 10 45- - - 6 55 3S- - - 12 10 - - fi_ 5_ 4 ( 8 5 _12'-0' 12 70 4.5 - - - 6 6 4 - - �- - - - - I- 12 11(2 12 12 TO 8.5 i2 1212 5.5 8 7 I2 12 8 8.g 5.5 12 10 3.5- - - 6 5 J. - - - 12 10 I - - - 6 S 3.5- - - 6 5 - -_(-'12 112-12 1. B.5 8 i2 12 11 8S 7 6 12 1.517.5 6 3 4 12 10 _- - - 6 4S - - -_ -_12 5 -_- [�- 6 )4S 1 - - 6-45_l - j- --12l72 72 10.`8.5 7.5 72 12 10 8 6S 5.5 12 0.5 7 55 4.5_ 4 14'-a' 12 10 - - - - 6 'SS - - 12�7 - 5 4.5 =-_ �7 6 3 9.5 8 6 12 12 95 7.5 4.5 12 9.5 6.5 5 4 3 12 - - - 6 - _ 12 _I===� 5 _- _-_- - -_12 _' if H - - 12 72 11 9 7.5 5 is 12 BS 7 fi� 4 12 9 8 15 4 -- 16'-O' 12 - - - - - 6 - -( - j Z _(_ _ g _ - - _ - -t-- 8 - - - - - 72 12 f 0. 8-5 6.5 4 t 2 12 8 BS 5 3 11. .5 5.51 4.9 35- (1) HV BLADE OR HV BLADE WZ 1 HV WINDOW BLADE WORKING IN UNISON* .SD:61AD<©r4T.'H s6Er,6 HS OF To 6 FOR + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1-ANCHORS 70 WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL COX=OF THE FOLLOWING: -SOUTHERN PINE Na 2 W/G-0.55(HAS) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED By I.T.W.BUaDEX W/LGIOMIm EMBEDUEINr AS INDICATED AT -DOUGLAS FIN W/C.0.50(N.DS.) EACH SECTION ON SHEETS 10&17. -SPRUCE PINE FIR NORM W/G-0.43(N.DS.) DICFP110N:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SMITH W/G-0.36(ILDS.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF 1/2'CDX PLYWOOD(1986 APA) TAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHAU BE INVAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORMA BUWNG CODE(Non High Velocity Hurricane Zone, ^1111Tr �,�AA7AA' 02020 MLTECO.INC. ®2020 EASTERN METAL SUPPLY, INC.N. .,... BERTHA HVTM ®S��A� Accordion Shutter System �7�E �_CO ,m,. No.44167 _ American Shutter Systems p � n/OR W/0 V WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANYDATE I DRAWN Sr. UP 6355 N.H.36M SL.Ste.303.t COM CMDINS.FLORID?3318 Aeeoclation. Inc. 1 OLD 17-107 /2/$ DAM- 7/2/2020 o: STATE)F Phono:(305)871-1530.Fos:(305)871-1531 4268 Westroods Drive 2 Q�. q0R P %\ j e m t 411oeo®aoLeart DRAWING No CA-0000719 West Palm Beach, fL 33407 3 .,'rF ..... �. ivumN A Hair Sr.P.E. 4 20-164 ��hkill',�l� ��1A� EAL/SIGNATURE/DATE FLORIDA Uc.R"167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & I& HV® BLADES AS APPLICABLE -WALL FINISH SHUTTER SPAN + . OR INSTALLATIONS INTO WOOD WITH HV BLAD ONLY SHALL BE LI ED 0 105.0 s . S.D. DESIGN PRESSURE RATING, SEE SHEET 19 BMAX SPAN 81: t-1/4.0 TAPCON OR A.S.D. DESIGN P T.sq WITH ADVAUNCED NRESSURE RATING FOR I STALLATION WITH BLADE 1)& _ WORKING IN UNISON THREMFORI TECHNOLOGY I OF TI 1RE/LO AREA �� I I 1/4 0 TAPCON OR i ``.-... ..•, I � LION - EXISFINC W000 HEADER. �- AREA TO EXISTING �� TAPCON WITH ADVANCED THREADFORM TECHNOLOGY (SEE SCHEDULE ON SEEI'T 15 W/ 1 I/2'Min.PENETRATION OF THREADED AR ! J --1---= J WOOD HEADER.(SEE SCHEDULE ON SHEET 15 8 MN SEP�ON 1 �rstCii�t`tttt l �---� ) 1 !; I . 1�n� t/4'O-20x3/4'S.S.MACHINE a SGEDUIE W(91EEF I I _OOR(IS, t I •'' ___ .. Z' 1'L ! r N -@ 18 �- SCREWS W/1/4-20 NUTS E 11 FOR B AOE mMA._._ 10 12"O.C. f 1"Min:^--. ON SHEET FOR... ,rt I T f•-luutt{}atttt _ --1 r vEO.Jr Q..� ,. EXISTING I. eM6 o&d�Q E Gas---I ' h; !' -= 'airu jiu I r, ;.I , 1 oR 7 n I I I• _ i� x rl I WALL . FINISH II T 1 EXISTING MIN. I tc .-WALL -2.4'WOOD 1--^-_-_ FINISH I 'i Q I I r^ _ EXISTING MIN. HEADER REOUIREO -'-t,1�OR ® --- I - I '---2'x4'WOOD EXISnNG MTL SEPARATION I II HEADER REQUIRED 1 I1 7i``� ' RID TAPCON OR TAPCON WITH GLASS--j TO GAS(� I 'I I I— 1 { 1} ` - i_READ CRM TECHNOLOGY W/11/2-ADVANCED SCHEDULE ON 9FET I :I MIN.SEPARATION TO CLASS (� .I I' I1 t. If' ,I' Nin.PENETRATION OF THREADED ARG TO I�- 11 FOR®ME NA`1D- EXISTING EXISTING W000 HEADER. ON SEET 19 FOR I (SEE SCHEDULE ON SHEET 1I)- (SEE FDtaoLs II G��--'Q SCHEDULE ON SHEET 15) ,F.._._.-_ .--___. .--- --!'----- -____. _ y..____�..-___ - i- t 1�____ •.....� CONT.SU PL D.ATE ®HV WALL HEADER INcrNtlIMLO ON HV WALL HEADER INSTALLATION OOyLLV WALL SILL INSTALLATION � ---'----'--'-------- - - -- ---- - T �> w.— ---------- ---I-I1 I I - NIN SEPARATION TO CUSS I I MIN.SEPARATION TO GLASS I _ 2'x4'CONT--I MIN. SEPARATION TO GLASS 1 iT--� EGS�n�N�G. /��-(SEE SCHEDULE ON SHEET IT)- - - -� (SEE SCHEDULE ON SHEET IT)" WOOD PLATE((SEE SCHEDULE OV SHEET 11) j I C"`�•'- ' 1 I x � �j LAS REO'D:-, " `t 1 .-Y/ALL '! IL. I .-L`-`.'�:�I,(.•;�:`. 1/4'0-20 x3/.4. -S.S.1 4 0_20x3 4 S.W/ MACHINE SCREWSM1CHINE USING RE '/ - NUTS FINISH 7 11/4'-20 NUTS®12- ®12'O.C.D.C. I I T 1 0R® .�j 7)OR (�-- IOR .I i!�'(f}I'"! .•li t tttI --I'.�`,,'�°k� . li4`1i}�{i�tt�'}t i'•1t L{�� - �..-.\_I , T O, r 27x4'CONY•-- WOOD PLATE -_ :L'!LEC_EA-I s. EQ- } I ! •.; }. t} 11 l I ,I !t 1 hI Y f 1/4-0 TAPCON OR TAPCON WITH ADVANCED ! •1 1 i t/4.0 TAPCON OR TAPCON VfiTH ADVANCED }� I 11 I 1 •I y 2'x4'CONi I I THREADFORM TECHNOLOGY W/1 1/2' _ SRin.PENETRATION OF THREADED AREA TO t I I ! THREADFORM TECHNOLOGY W f 2' t.t Lt }'i 'r m- 1 'i i SR_L PLATE III ?.Lt EXISTING WOOD HEADER. }'ill •I 1} / / - ..._ 1/4'0 TAPCON OR !I( .. (SEE SCHEDULE ON SHEET 15) .._._LI'•A__.:;I._.�� 1I•.:.. Min.PENETRATION OF THREADED AREA INTO PLYWOOD �, �; \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL. 1 READ. } - (SEE SCHEDULE ON SHEE7 15) EX6TIN0 MIN.2'x4' 1/2'MIN.CD THREADFORM IT SHUTTER ASSEMBLY. 4_I }�1 I_ --WALL FINISH ..1I i_ SNDS m 16'O.C.MAX_', PLYWOOD REO'D. W/1/2-Min.PENETRATION OF 2-MOUNTING SECnORS CAN BE I/2'MITI.CDX PLYWOOD REQ-D. 1 REO'D.PLYWOOD TO BE WALL INS TM�L�AREA wro Pl.YW000 COMBINED IN ANY WAY TO G HV WALL SILL INSTALLATION -E%ISTING MIN.2k4'STUDS O 16'O.C.MAX.RF.OD. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITHSECTION 2308 OF THE F.B.C. SECTION 2308 OF THE 14V WALL SILL INSTA ®HV WALL SILL INSTALLATION •SEE T10N5 Oi U�S�OF© L(ATInw F.B.C. eLAOE� oN sHFET C18J 'yl q►11IIItt) FLORIDA BUILDING CODE(Hon Nigh Velocity. Hurricane Zone' `\``�,�G ..�.... /,•ij��'' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY. INC. BERTHA- HVTA, No.441 1 L E C O „m�. As S■S BA,, Accordion Shutter System FLV. RA,DE#1 W/OR W/0 HV.WINDOW RACE * * TILUT TESTING 8: ENGINEERING COMPANY Amerlean Shutter Sysfems 7_111 DESCRIPTION DATE DRAWEE BF M.P .STATE 0 =3 N.N.36M SL.See 305.VIRGINIA ONtDEP3.FLORIDA 331 AOsoelaflonT Inc. 1 OLD 17-107 /z/zoz DATE: 7/z/2ozo Ph ne:(305)871-1530.Fax:(305)671-1531 4268 Westroads Drive z u-o°DB7 O,o'• 'FLORID a-mml:Ultx97 9 p 1 West Palm Beach, FL 33407 3 DRAWING Na 'N' /ONAL• \�\` WALTER A TILER Jr.P.E 4 20-164 �AS SAA7nnuunFl W SEAL/SIGNATURE/DATE FLOREDA U.s 441e7 5 SHEET 8 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR CM-.HV & 06 HVe BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. SIGN P ESSUF R H I G SEE SHEET 19 FOR M AX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & A WORKING IN UNISON 1/4'0 TAPCON OR TAPCON WITH ADVANCED 4 x8'(Min.)IXISnNG �( - EO--.--Ea-------- 2 MIN.-_._._ THREADFORM TECHNOLOGY WOOD B1A10 REOUIRED. Xy / 1 ___ —) W/ 1 1/2•Min. PENETRATION STRUCTURAL ADEpUACY-- I!! -'---I--''-- EDGE(IF APPLICABLE)OF THREADED AREA TO 1/a'0-20x3/4•S.S. OF UCT R AL WOOD BEAM ! f~-- t.-'._ _ :_.___,� 1• PHwP.TRU55 HEAD f.�~--_— -- E amd WOOD HEADER. -i TO BE CERRFlED LTY t t 1 \(SEE SCHEDULE ON SHEEr 15 MACHINE SCREWS REGISTERED ENGINEER OR I ) W/1/4•-ZO NUTS ARCHITECT PRIOR TO LEG 'T-EO -_"-'� EXISTING WOO r EO--EQ-4 0 12'O.C. SHUTTER INSTALLATION. -I, f•fl/d/{ - . - .TRUSSES OR TI ' I 19 I 1/2• RAFTER C.REQUIRED 1,•LL lltll}lll -:� —G OR 1 1/4.0 TAPCON OR TAPCON WITH/ I z`.I '' 1z,! iI I �• I I I( 1_ ADVA 257' THREADFORM TECH N --- -IXISRNG SOFFIT CED Max. W/1 '/2'Min. PENETRATION ? 3/4'Max.THK. i•�- �{,\ `OPTIONAL OF THREADED AREA E 'EO EO-•j S.LL#14S 4' EO EQ-t' -_. .__ -.._--__.___-.-1'x4'x1/6'CONT.ALUM.TUBE ( i EXISDMG W000 FGJIOER. r;` �/ S.MS- --- -)!I- I {� III (SEE SCHEDULE ON SHEET 15) , m 6.O.C. I I I' (606}T6 ALLOY)W/ Or 13 Or 1$ I I `:-11 Or Q or @$ EACH 16RA a ORS TR�IS TO -&IS--_ I, I 1 LOCATE LAG SCREWS AT L..EXISTING MIN 2'x4' I �('. _I - E7USTRIG-1; HEADER REWD _....__.tJ I 1 I MIDWIDTH OF EXISTING WOOD GLASS MIN.SEPARATION TO CLASS I I I .__! OPEN HOLE AT - -` M h EXISTING I MEMBER.(2'Afro.NOMINAL 1 (SEE SCHEOU E ON SHEEP 11)—' STUD O AC ? WIDTH) W/ OF THREADEDj GIASS� t I 5/16^0 LAG SCREW PENSAREA VAIIO FOR A7 CENTER OF TUBE. I INSTALLATIONS W17H 72psf SQ HV WALL HEADER INSTALLATION 9'- A.S.D.MAX.DE51GN LOAD AND 1G t7AY,(gL i� E7GL4 I NN.9Pt2vlw '� -1 SDEDItE LW s . n CLASS I TO Ia/Ls(� 9'-0• A SPAN-Tills I FOR SLATY 0*0 EI 4 I SdFD1AE ON 9R,ET I INSTALLATION IS ONLY VALO I ON BEET 19 FOR I LASS 13 -1 11 FOR GLADE(DAM FOR WOOD W/MIN.SPECIFIC ,1�SEE'SHEET 4 FOa TYPICPL SHIRTER ASSIDIOLY ^ I a 0g F t GRAVITY OF 0.50 A5 DOUCLAS 2-NOUNIING SECTIONS TAN BE COYBINEO A—— I II ♦ FIR OR SOUTHERN PINE N.2. a"IT°�^ ro sir ANT DiSTAL1ADON OHV CEILING INSTALLATION -— ';------ •1 OR EQUAL ---------------------__-.._. - --_-- U'HV CEILING S ALLATION :- t - I__ (SEE SCHEDSEFARULE TO GUTS _ -4 66 F'-' I I I I (SEE SCHEOU.E ON SHEET 11)-________.._ t EXISTING 1�GLAZ 0AN0 A I' SEPARATION EXISONG ( CLASS I ON SHEET 19 fO7 A i{ TO CLASS class—� , (------ \I r�AoesOa�aj +17 \ toga sSZ;UL) WALL ANCHCR TE_ I I FINISH' I I T -_i ( 'LOCATION / EXISi1NG 6 �(� �. lOx_3$HEX G1A55-; ' / I I I l- 2•x6'MIN.WOOD LLJJ -wASNEYi HEAD TEK 114.OR,J 2•xE'MIN.WOOD _ SCREWS O 12•o e DECK REQUIRED DECK REGURED(NO _ e't (NO FINISH ,1�ilTllllll '''t E I FINISH ALLOWED)r- ALLOWED) —I 19 I I _-- - - �/z-� ?' ----_ — -- -EDGE of DECK f 1 '-EO—EC^I WGE OF DECK-` - OF �- EDGE 'I I IF APPUCM31E ` -- - - DECK IF '`t i• ., 1/4.0-2DxJ/a'S.S. --�-_ APPLICABLE - - -- _---'- IF APPLICABLE II�,t Y 1/4'0 TAPCON OR Miry', PHIWPS TRU55 HEAD _ __ -. - _ 1I L 2-xa•CONT. �I .I TAPCON WRH ADVANCED MACHINE SCREWS —__-_, 7HREADFORM TECHNOLOGY - '-'t ��'-'°�_----- 1/4-0 TAPCON OR 7APCON WITH ADVANCm --- -SILL PLATE 1 ;', W/1/4•-20 NUTS _ _ -- 't IREO D. tiI I OF THRADED AREA 70�7LON 012'O.C. TECHNOLOGY W/1 1/2'CON OR NIGnr PENETRA710ND OF 7HREAOEO f_._-2'�N. PPEENNETRATION OORM F CHNOLOGY THREADEDW/1 1/2'Min. __....2'MIN OF -__eOSDNG WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA 10 EXISTING WOOD HEADER(SEE ------- (SEE SCHEDULE ON SHEET 15) ♦SEE UMRAITONS OF USE FOR �� SCHEDU�ON SHEET 15) ov HV WALL SILL INSTALLATION BLADE®aN SHEET s HV FLOOR INSTAL(eT!ON �X HV WALK—OV R INSTALLATION eTtAN 111111��1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone OW20 TiLTECO.INC. 02020 EASTERN METAL SUPPLY.INC. �\\ . ' \Y_ENs T`��i': BERTHA H16TM C e ra c. Accordion Shutter System No.44117 - LEO .S.S®Aa KV. RAM#1 W/IOR w/0 KV WIMM MAW * * TILLIr TESTING &ENGINEERING COMPANY American Shutter Systems try,N D=RIPEM oah DRAWN BY. ur •O= STATE 0 am N.W.76iR SL.Ste.3tA1,v.1GNll1 GNWFN9.TIIIRIOA 1316 Association. Inc. 1 OLD 17-107 /2/2G2 DATE- 7/2/2020 Phano:(305)07I-ISJO Fa::(505)871-1571 4269 W(:StrOOds Drive 2 $9p� ORIO a 41-Ulhco0aol.com DRAWING NO •.••••.••• .�fa�?� ca-0006719 West Palm Beach. FL 33407 5 WALTER A TILUT Je.P.E. a ZO-164' SEAL/SIGNATURE/DATE FLORIDA U. y 44167 S SHEET E 17 OF 20 END INSTALLATIONS IQ HV_ BLADE OR J-6 WINDOW BLADE INTO 2"W MIN. WOOD STUDS -1.'', rX48 ILIL HOOD DUE, STUDS ROWD, rw M MU.- INTO .-IME)STUD& FIM 10*1"K (AS V OUSTIAIG CLASS am=CLASS A, STUDS am. v I;R 11"IF NO MMG CLASS - �= CLASS 7N Varm CLASS W SMNWM 1/2"ML CDX PLYWOOD 1/2"1 SalrM X= ro rs FOR DUA.E d)� 101,RR e" %W 19 FOR ELAM(I) (ED. FCCDf_ 1/2-WN.QDX MMOM So"C" 0.9w Scl�amu ALUUL CLOSER PLISUC0 MAMeae 11 RA BLADE(D� PLATM&(Lg-rAT-E C"SIEVITORM P,n= 19 f it BLAUETDAAD i.-VIQ SAS;, AT7-9) 71 CSE, - ------------------ 1.1/2 1.,� I CXQ 1 1 2 fil� (AS�=,Aw_r :7- OR 1._KR CUE O.O. AT 0 • MEDET.A= 510C CMAX X FOR op. TO TRAOM SIDE CONRECDOR SEE DELAM.X FOR M TRACKS SWE CWNECDON TO TRACKS (D-0.04).0-0- IND—GONNECTION DETAIL(Z -END COINNEGMON DETAIL @ -END CONNECTION DETAIL END- CONNECTION DETAIL I—NIT /.C�Ac� 1Ift"ROD ID. /4.VXM ACC,1_ flxig S.,& EXESC,C p" j SEFARVION UK "41- ♦ SEE UMMATIONS OF USE FOR 4 J. . - 11 PER a tD TIME(1D ON SHEET 19 r ON SIEET MSTWI9 ELACES a — =,MET D-8 �Y , 1/2' 1 r ,. I r 01 CR@OR(q on 13 01bR tA�P 01 OR f 4:t' �2JT •gO7@CRQJ)CF@ VIEW STLISW WOOD • %ALL mot. 08 13.OZO-0 END CONNECTION DETAIL END CONNECTI ON DETAIL n M "IA FLORIDA BUILDINGCODE Non High Velocity Hurricane Zone' .......... 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY.INC. %AC BERTHA HVTM NO,4416 Accordion Shutter System Ec_o ,�,- A.S.SmAs RV.BADE#1 W1 OR W/O KV.WINDOW MADE STATE OF TILUT TESTING & ENGINEERING COMPANY erioan buffer Systems My. DIESCRUrnoN _ DATE DRAWN BY. ALP -� M65 N.W.3M.SL.Six.305,VMM CAROEM FLORIDA 33166 Asse01 aflon, Inc. I OLD 17-107 7/2/202C — 7/2/2020 e�llwORJD�- .. ph.w:(305)871-1530.Fox:(,305)871=1531 4268 Westroads-grive —2 --it Un...O.W.— ......j� West Palm Beach, FL 33407 3 -DRAWING No N A L CA-0006719 WALMR P.TWff Jr.P.E. 4 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.1 44167 3 SHEET 6 40 RA 1MRATIDNs uD CONDRIOA n DF Lca mQ a p r I W 13 ADD ACOORDInA1 cul PEP PIP 1S(WORKING IN G �® �' N T I U .UNISON wRH HV wINtIOW al nnr n.1 I 1.MAX AS.D.DESIGN PRESSURE RATING:+110,-110 p..l. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS z t MDUNTINGS M,0,T.U&W ON SHEETS 166&17. gong ONMLY CENiFIN ATES 1 OR OP/POSIIG U Ur.IN CASE GF.OPP G MUST BE INCLUDED ONLY AT E%fFAIOR ACCESS SIDE OF TYP.FA END i • • ♦ ♦ ♦ ♦ 1 � ♦. � ♦� C 6.(A)HV WINDOW BLADE 9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENU= _ V Max.s wwoows (3'C SHOWN ON FOR©PER BLADE AT SPACINGS SHO ON SHEET 4. a' ALLOWED A7 EW H - • • ♦ a /`nn� (B)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WIDOW BLADE iQ WIDOW BLADE+� �( OF ANY 3'0 HOLE FUR U'SWILL BE 127. v, ♦ I ♦ ♦ ♦ ♦ -� I 111111"' '♦ WINDOW BLADE 1 B COMING OUT FROM STARTERS AT ENDS MAY BE FN lr (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D e THROUGHOUT SHUTTER'S YAM. (E)CFj{lERI,LA SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID KV A V BLADE�IJAT Z.SLOE OF THEM. SEE END ECT i' N• ♦ ♦ • ♦ (F)POLYGFi80fUTE HV WINDOW SHLLL BE U6TALLfp 50 7F�TABS FACE CONNECTION DETAILS ON SHEETS y _ � Y /T�� //�) (,7•�� THE INLEnIOR OF 7NE OPENING BEING PROTECIFD.Hy WINDOW MUST BE 10 1 18 TYP. .'I 3g ¢� ,'� U ! Ls N L.J ONLY DWAL ED MID LOCKED USING A HV SETTING T00.PRONOED BY Ass& FULL HEIGHT.-- - ggWS� 11 llV INC. .JF \- tµ pxOs 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 9 BULDINGS ON SHEL7 16,AS UMDEO BY SPAN AND DESIGN LOAD(SEE NOTES 1 = CO�•• 1 &2 ABOVE). N •-$ 7.SEE ANCHOR SPACING SCHEDULE FOR DWALLATIONS INTO POURED LLOCK' I AN CNN LSO(SB'M NOTES 1 ON&S7♦ . &13 AS LIMITED BY 11 j D N' 6$,J(SEE PLAN FOR REQUIREMENTS) I �� B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: lYP TOP&BOTTOM W . -0-(9) Vl WINO ZONE !MINIMUM SEPARATION TO GLASS .-.__-.._.-tiNUMffED WIDTH----------- EXISTING GLASS— ELEVATION TEN.sE ON SHE TO GLASSR -------------------L_ _-- I� ST�BIACES(D m---------��----I— ----- ----- — s.zs Co TYP. SYM2 oR s pERMATEs 2s d 135-- 121w22 �\ �� (oV�SAS-• I W/O ( NOTE 4 ABOVE) PLAN— TYPICAL 11: HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. - — �N1�1111 FLOWOA BUILD IUIG CODE(Non Nigh Velocity Hurricane Zone' Nl♦♦V♦/7j ®2020 71LTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. VNGEN ; BERTHA FIVTM No,441 7�_ IL E C O ��. A.&S. © Accordion Shutter System *0 American Shutt®r a H.V. BLADE#1 W/OR W/o H.V,WM W BLADE TILLIT TESTING & ENGINEERING COMPANY EV.N DESCRIPTION OM DRON BY: MP z srarE o Q7 R 615s N.W.D;( 5t.SLn 305.VIRMNA GARDM npROA 3316 Association, Inc. 1 OLD 17-107 /2/z DATE. 7/2/2020 +1(ORID .�t�,`� Ph...:(J05)671-1530.F.:(305)671-1531 4268 Westroods Drive 2 i ` ` .-' 1;UzwC0OwLwM West Palm Beach, FL 33407 5 DRAWING No [SS'••..... • CA-0006719 ''/♦♦''V/ONA 1111 �```C WALTER A IILUT Jr.P.E. Z0-164 1 ��. SEAL/SIGNATURE/DATE FLORIDA LI`a 44,67 5 SHEET 6 19 OF 20 ,6-.1 1/2'.0.035'THICK INSTALLATIONS -1 HV BLADE & HV CENTERMATES 2.00O'M 5. • W1 n Min.ASIM A-M GRW'40 Min.0-50 GALV.STEEL METAL STUDS AT 16"0 3' .C. INTO METAL STUD WALLS O.C./'0 6 Li w .475 144-0 NOMINAL ..jII GENERAL LlMffA)10_NS AND CONDITIONS OF USE 3/4 12 ..i MR-BEIRIBA(1)HY BLADE ACCORDION ALUMINUM SLEEVE 1/4.0.0355'INI _N SHLWER ATM.GALV.STEEL TRACK 6063-T5 ALLOY CONT A-6M 40 Min. a 6-O.c. a 6-O.C. SYSEEM INSTALLATION TO METAL STUD WALLS GALVANIZED FASIENEp To STU 11 SEPARATION TO GLASS SCHEDULE(2)06- 7EX SCREWS 1. MAX A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) &EXTERIOR !EyjsnNc FINISH FACE AS APPLICASLE @ SHUTTER SPAN: 84" 2. MAX. WIND ZONE MINIMUM MIN.SEPARATION ASTM E-1996 SEPARATION EXISTING GLASS—i TO CLASS 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS (SEE + 1.1 (SEE SCHEDULE) 4. ONLYigENTERMATE V21 W1(24)W LOCK ARE ALLOWED 1 THRU 3 1/00-203" BOLT CTYP.) WITH 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE 43c 1' (2) 305 (6" LONG. MINIMUM) MUST ALWAYS BE 4 4' 44 0'L=7HICK W., EXSTING RINSH _T I . USE OF .Lv. r;.M INCLUDED AT7EXTERIOR OR INTERIOR ACCESS SIDE OF 1 373" �ASTM A-151 MIADE 40 11 AS APPLICABLE i: I fp I M CENTERMATE. GALVANRED 3C 250-�F 050- FTEM'20".. WIN"(2) "v &EVEMOR FACE O.C. S.ox 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR --- 12 CENTERMATE@APPUCATION WITH ElLADE@ -1,WO_ELC0_CONSTRUCTION I __@b PRODUCTS FAO-LOK HD 1/2',0.O335-TM Mn ASTIM A-60 GRADE 0 6'O.C. Min:G-60 r&V.STEEL METAL SUDS AT 16,O.C. COMPONENTS _LSILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8'= I" -- ------- (Typ.Top BOTTOM) I 3/4&x 6 I/4wx EXISTING CLASS 0.035'THICK Min. .ONT.GALV.STEEL TRACK CHANNEL. z CALVANEZED FASTENED TO STUDS SYMMEIR 6L 43c iyik�_6� IN/(2)jr.112'TEX SCREWS ON ��:Q4 q I'� .- :-CENTERMATES W ylj�g: I INTERIOR&DITERIOR FACE CENTERMATES GLASS 2 EXTERIOR INTERIOR IS SCHEDULE). ACCESS S' . . . . . .. ACCESS SIDE. H (03�;�Jip� 7(TYP-)__ IN 4 ---------- 102 It -k 01 - ) 2 'q2 :(24"� LO ED AT 12 I H DS W ER/SLL EN 1/4'(Typ.)—! 4,1 - 35(6"Min.) VIEW Y `�-> SIDE CONNECTION TO TRACK (Cont.) 6 1/2'(Typ.)---- 7'- __ I I------ 6 1/2"MAX.SLACK **----_-1 M BLADE SLACK MALL_Hv F uv RORMA BUILDING CODE(Non High Velocity Hurricane Zone: gw02020'TI.TECO.INC. (9)2020 EASTERN METAL SUPPLY,INC. • S S. . BERTHA HVTM Accordion Shutter System No.44 6 _Co , A .A. IM rE KV_ BLADE fl W/OR W/O KV.WINDOW MADE TILUT TESTING & ENGINEERING COMPANY butter Systems I(V_M DESQW7ffiN DATE DRAWN BY: MY Association, Inc. - 72 STATE F G=NX 36M St,St..30.VIA CARMIS,FLCRMk 33j& I OLD 17-107 7/2/202t OWE 7 /2620 Ph— (305)871-ISM-FIG-!(305)871-1531 4268 Westroods Drive 2 n-ind:Ultecoccal— West Polm Beach, FL 33407 DRAWING No CA-=a7l9 3 Jr.P.r 20-164 %XTER A.TILLIT 4 oil EAL/SIGNATURE/DATE FLORIDA U.j 44157 5 SHEET 6 20 OF 20