Loading...
HomeMy WebLinkAboutProduct Approvals I 1/20/2020 Florida Building Code Online I i BCIS Home Log In User Registration Hot Topics i Submit Surcharge 1 Stats t?<Facts Publications Contact Us �' BCIS Site Map' Links Search 1 rida i, 1r Product Approval .; r a :USER:Public User RECEIVED laduct Approval Menu>Product or Application Search>Application list>Application Detail JAN �B 2 2Ono .GE L ( I FL# FL389-R9 Permitting Department Application Type Revision St. Lucie County Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 I bfeeley@easternmetal.com Authorized Signature Bill Feeley REVI WED r®jj Irodriguez@easternrl ei ®� C%AWPLI ORMICE Technical Representative ST. L UCI �(OUNT ;I Address/Phone/Email BOC hI i- Quality Assurance Representative Address/Phone/Email Category Shutters Y' �� ® y Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �j Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. WI Validation Checklist-Hardcopy Received i Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENOENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF II FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF I 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 I Equivalence of Product Standards Certified By https://www.floridabuildinq.orq/pr/pr app I dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MWSXdCOtOXQsoPMYK7UC8%3d 1/3 T:: 4/4/2019 Florida Building Code Online Sections from the Code y Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 I Date Approved 12/12/2017 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 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. i 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 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 SHUTTERi 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 for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports 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 lof 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: 1 eCliect M I htt s:/Ifloridabuildin •or / r/ r_aPP_dtL,las x?. aram=wGEVXQwtD vYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8°/o3d 2/3 --- GENERAL NOTES: -- 1. BERTHA,H.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 SHALL HOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, BE�INSTALLED WITHN WIND SA 1HRECTIONALRY FACTOR KBE DETERMINED As PER d85ECTION USIINGI620 OF ASCE 7110 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D)DESIGNE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED QPRESSURE RATINGS INDICATED WHERERED BY THE JURISDICTION SHUTTER W}Li. TABLE O, CONTENTS ON SHEETS 11 THRU:15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND I=$ AREA 1: }jy�,}t1+DES(1)8c A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX,(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTESSHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE'STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR 01.80 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE.IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF TRE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -Hv DICE(D 10214.01-03,10715.01-03,11044.01-05,01214,01-05,#0317.02-06,/0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: Hy BLADE 0D AND HV wwaOw $f DE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&1122MOI-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -FLY WINDOW BLADE 0 F0505,01-08 AS PER ASTM E-1686 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 BLADED AND W WINDOW MADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE,GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SORMS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914x2.75'AND 1101.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k51 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERM HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN,SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE ITv MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOMATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STItENGTH FOR 6063-T6 ALLOY 15 30.0 ksT AND 35.7 6wI FOR END CONNECTION DETAILS 1-8,CONCRETE/BLOCIt SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-76 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 TI.--ALL SCREWS TO-BE-STAINLESS-STEEL 304 OR 316 ANSI SERIES OR-CORROSION RESISTANT COATED CARBON STEEL AS PER DEN 50016 WITH 50 k6I MIN. YIELD STRENGTH AND 90 ks,MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 24t 1.32.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL MRH 35 k6i MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE O: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 !FV BLADED&Qa WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET IS 8-THIS BERTHA KV.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 METH.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 SEAL/CAULK AREAWINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUSTBEAR PERMANENT MEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL IPV AND 110 AREA 4- HV WINDOW �Q.�.1 ONLY CEWFIMATES AND ENGAGE OR LOCK ALL FW AND NO LOCKS. 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 OPENING,LABELING 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 III THIS DRAWING PLUS ANY BUILDING AND'TONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(e)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L&WHERE THE SITE CONDITIONS AEVNTE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED Ott THIS P.E,G.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL, ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (t:)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, l (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R,)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.A.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1 (o)ORIGINAL-P.E�O.,SHALT._AM.-THE DATE AND ORIGINAL SEAL AND SIGNATURE.OF.THE PROFESSIONAL ENGINEER OF-RECORD 1HAT,PRFPARED IT: LF�rAu�A�'•+yr,,,� FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 1111%� - J�"'s. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. It BERTHA HVTM 1L ECG IANC. Accordion Shutter System Kv f #T W/OR W/o H.V.WHIM BLAH AL7FerTcan Shutter Systems Ey.N OESgtIPTION OAIY BRAWN tln LC. TILLIT TESTING & ENGINEERING COMPANY a ♦ ASSOCTaflont Inc. I OLD 15-085 7/27/1 MTE; 07/27/17 i\ 6365 0^360,Et,S*IIs,MNA"R.DIN,,FLCAOA 333 Drive Phone:(305)871-1530.rax:(305)071-9531 #.,268 WeStf00dS 2 DRAWING NO Q-naT:Iatazooael.com West Palm Bench. FL 33407 3 17"107 WALTER A.�TILM14r.P.E. 4 P.E. S`i`1tt�5ttA'{URE/DATE rLOREtA uG i 14167 a SHEET OF 24 ,. o -- _ - - -_ s t !} MOY. n 0• R '0� � 0.G A• N 'q .as A 371' 6 5 NV 9JIBE IBE ARFER HV SOLD BLAS' HV UNIVERSAL F�TER � ' QUAUFIEFQR USE WW COVERED UNDER US PATENT # 5458179 QUAUFIEO FOR USE W1 HV BLADE�}1 HV SLADEQ T p1 I ,HV 'WINDOW BLADE* 6005-T9 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER `SEE U ONS OF USE OF BLAD ON SHEET 19re BLADE(1 373- 6065=T8-AttOY'9fKG TEMPER 6063^T6 ALLOY AND TEMPER .iz4` 065` Q 71• r (IYP. J, 3.996 �^•-� n .991' •1.050' ry 670' 6' �o 72 $ q +2 H. `.6HY ADJ. ADAPTER W/LIP '`__ '7• QUALIFIED FpR USE Vf/ HV QHV WALK—AVER TRACK � '20— — 6FLOj�j TRACK BLAay(D QUAUFLED FOR U(§��)E Wj HV l?1 HV TRENCHTRACK 25s 3.7 a BLADE(1) QUALIFIED FOR USE W/ HV � QUALIFIED FOR USE W/ HV 6063-76 ALLOY AM TEMPER BLADE(D ONLY. }V RAIN{° D BLADE N 6063-76 ALLOY AND TEMPER OUAURED FOR U,.�E W/ HV 63-T6 ALLOY AND R. VARIES_ '^ 1.9 BLADE C1) 1.936` b063-T6 ALLOY ANG TEMPE 063' 100 $ .as3' it .°83` q �3_. i A93 °i .129• "' m D• w A a. Aha• 6D,� `��. 670 A 670 1.666` ,$ 1F 670 4 '3S207 4 ' r fP. 11 HV CEILING HEADER (p HV H ADER/SILL t3 — 0 UFIED FOR USE W/ HV BLADE 1 ONLY, QUAUFIED FOR USE Vf HV BLADE ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV E( 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID ECTIO14S OLTY. QUALIFIED FOR 1 USE 1V/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 1t i TEMPER S COMPONENT A 6 TI T2 gVl1HV Y i yj Mt X MN Y MN.t 2' 0.15' 1• 1• 0.062` t7 2` 5`MAX. I/W 1/6` 3' IO.a90` 2• 5-MAX. 0.162• 0.192• I _y,_SIDEANGLES I CORNER PQUFIED FOR USE W/ HV ALUMINUM ANGLES0 2.5' 7'MAX. OJ90'}0;190" 73UALIFIED FQR USEBLADE QUAUFIED F0 USE wj HV } BLADEl1-6 ALLOY AND BLADE'i ONLY. A :2' 5' '` '606 - LLOY-AND --"-- ----- 6063"+-T6 ALLOY AND-TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone III, w' 02047 T@TECs,INC. (0 2017 EASTERN METAL SUPPLY INC. i �� -(`�/ • %�, lea•"uc•..... w BERTHA RT A HVTM Accordion0NMystem E ,Nc. i■S.S.A. KV. BSE#1WOW KV WM 5 TLLUT TESTLNG k ENGINEERING COMPANY American Shutter Systems LY.N DESCRIPTION OAT[ DRAWN 6Y: L.C. L c 6�11L1S . 1/1 ` Association, Inc. OLD 15-065 17TF OF S + CO DRAWING NoPhan. (305)671-1510.F":(305)871-1531 _R,121"000+.mWest Palm Beach, FL 33407 aQ�+ID¢ V «... IJ17-107 WALTER AflW1r FLOROA Ll.j 44167 s SHEET 1p.- hT E/DATE 6 2 OF 20 7t/4'-2Oc1/2" DIE UST 4.578' 4 29'7' " a d• MT READ DUSK.EIMEL 114'.dD •} SSM. 1 •- Fttaw iSi(tM ^016 CAST Of40• + I ay`" , •+ •m ') OI ROUSING EN'MEL 9AKLD PNNIED GRESS TURN PP'. .082• r7i •- 9" �"' � u°A,._.. .875' n 1.325' .318 a a•a5q,ria 1y in, &KEYS(O+NOO. `(aiROVC>IJ1tW) 21 HV_CENTERMATE26* a �= 1.A1Ea) UALIFIED FOR USE W/ HV BLADED& 1 LY �� HV FLOATING CENTEQ�� � 5 25 � � ��R � HV�ESS LOCK 6063-T6 ALLOY AND TEMPER QUAG}`IED FOR USE Wf HV BLADE(q&& tA�ONLY 2 ° ��. 1,875f QUALIFIED FQR W/ HV QUALIFIED OR USE YJj IiV TE 6063-T6 ALLOY AND TEMPER ( ONLY. BIADEI & 7 ONLY. Ot7ALIFIED FOR USE iv/HV BLADEUI ONLY 1-.250'BID. 316. •7A" 6063-T6 ALLOY AND TEIJPER PLASBC HEAD 4.045" 2. MOLDED TO ---777 SCREW 1 .2,079" t 3" o. 06�� •{ �— f., n� - n .360 AFTER RIVETING o if a .•+ •dg, n ;a „ „ BEFORE RIVETING 1/4 S.S. THUMBSCREW 1/4 O--2!2 RIVNUT-* ..L w _m _ *SERIES 9444 ALLIMPEUM(2024-T3 ALLOY)URGE FLANGE THIN 7 n�. D _ SHEEXT Er FRIISER7•PART M 0820•AS MANUFACTURED 6Y-AYM PLAN _ry FROIJT ELEVATION �" HY MALE "T" LOCK CENT CHERRY IORti,PARSU>PENY,NEW JERSEY 07054 OR EQUAL 2 J OCKER FOR "T" LOCK CENTERMATEOUAUFIEO FOR USE W/ HV BLADE 1 ONLY �' HV FEMALE "T" LOCK CENTERMATE HV nT" LOCK HV ALTERNATIVE LOCK U063»76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO r� USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY OUALIFIED FOR USE W/ HV BLADE I ONLY %V/HV BLADE GV ONLY. BLAQE X11 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER` 1.A 17 95 1 �v�, *' Tt1UM61URN ER OR ,^ 083 .214• ^t µ 063 Z•_i •.,.m { 6 -. KEY CtLNOOYIlNOER t= .545" on•� r 0.875'Mia. _ .125' .1t HD CENTERMATE WZ NO WC JJD QUALIFIED FOR USE W/ HV BLADE t. & i(A OUAUFIE0 FOR USE W/ HV BADE 1 & I I _ 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER HD , <• ' QUALIFIED FOR USE W/ HV BLADE q& 1A 1j4' -20 ss;OR 318'#- C�)668V 1.t3" 6063-T6 ALLOY AND TEMPER mt "IUOTURN ACETAL(SEF OLQO OR KEY rLA'DE(j) 15' ,78 CYLINDER 1.78'Mac. LOCKING RODHO LOCK L..375•a QUALIFIED FOR USE W/ HV 0-16 -ACETAL {371 HV 14" W-20 AISI 304 BY REGENT HARDWARE MORRSE LOCKS SERIES'2333 HOOK.BOLT LOCK.6065-T6 ALLOY AND TEMPER FRIES S.S. THUMBSCREWS QUALIFIED FOR USE tV/-HV BLADE 1D& 1`I j -5 INSTALLATION_WILL.REQUIRE A 7/1 HOLESCRONS QUALIFIED FOR USE W/ HV BLADE 1QO6I-LED AT TRACKS FOR PROPER EDMENT ) HV BLAS FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1 02017 TILTECO,INC. W 2017 EASTERN METAL,SUPPLY,INC. iT,; BERTHA H TM '''�c Accordion Shutter System A, A y rTTC 4 tH�. . . H.Y.BLADE#1 W/OR W/O KV.W1t.Mw BLADE American Shutter Systems IEV.H OMPJPTID11 DATE I aRAWN 6Y: L.D. * TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-065 07/27/17 CAME 07/27/17 ` 'a+ c+T 833}N.W.30M SL,Ste.30S.MRM A CARDERS,FLCROA 33161 •'a' JSTATE.D •^` PAana;(305)871-1530.Fac:(305)871-1531 4268 Westroods Drive 2 DRAWING No ''tO'Y'�+`•''."�IZ{� ,�,� a r weala.g7oaaX West Palm Beach, FL 33407 3 17—,107 -._61 11 WALTER A.TIWT Jr.P.E. 4 P.£' E La �dt��W�DATE r`D "` 111�"� s SHEET OF 20 , It « �} * ES• A p C c M x s i u 1,MANDATORY CON0MQN Ji:ONE tN LOCK(S cr @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN x «t .�-Slp;. j OR 12•AAOVE OR BF�l,OW >12 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTAL TIONS,(Q ANY EL.£VATKTN.HV LACK.�y or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR�i CENTERMATES W/(2) 1/4.0-20 x 1/2-LONG FIAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. 2.OP"lTONAL CONDITION #I,IF DESI OR FOR SECURITY PURPOSES, UP TO TWO HV 18 d LOCKS gj ,Ip OR t$§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LACKS TO CENTERMATES f , OR R SHALL BE AS IND LOCA 3N L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. °-xve x - !N2 IS USED W 0 H.V (Dc1cST: LOCKING RODS ARE NDT REQUIRED AT URRICANE POSITION, BUT MAY 4 5'ba9bmr9-9 �"`�' -BE USED!F DESIRED TO ENHANCE SHUTTER PERFO lAANGE, LOCKING RODS 5�DR AN ALTERNATIVE DEVICE IAAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION}. $ _ 4. N2L ONE tN LOCK S BE USED A7 CORNER ANY SPAN AND INSTALLATIONS AT NALk-BE-US UTSIDE OR INSIDE LOCK, A - ° AITACNED TOS CORNER CENTERMATE Ylf(2} t/4 a-20 x TJ2"LONG FLAT HEAD S.S. MS.TWO LOCKING RODS S1' AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, Hot-14M MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 91 ALTERYATE-TO MANDATORY CQNDM 93 VAI in ONLY FOR HY*is mm 5 5. -•ONE ALTERNATE HV LOCK 7q MAY BE USEEL IN UEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LACK¢.1j MAYBEUSED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT, llllll"��� 3ytS 5 q QF 1f4 4-20x3/4'5:S.THUMBSCREW TO 0 OR�'o CENTERMATES SHALL BE MADE Yt/ 1j4-0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET H. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 1 VKS 6. MANDATO MOUNTING AS FOR KEYSTONE'MO, ,O INSt&LA719N5: ONE HV LOCK or �r �'�'or L(�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 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK(8 or 23 or @ MAY HE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1j4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 53 1V/0 CONNECTION OR 5(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS OND r L H I ! K 4 u P 0 A V W x s TYP.FULL H *NOTES ON HV "T " LOCKS AND CENTERMATES. HEIGHT. VVOF CORNER 1 .SECOND ALIERNM 10 CENTERMATE ONE ALTERNATE HV"I"LOCK f)MAY BE INSTALLED IN UEU OF NV LOCKS 0 OR S FOR ANY SPAN AND INSFLOLAT2a AT ANY ELEVATION.ALTERNATE LOCK� AAY HE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 3„y INCLUDES USING REINFORCING LOCKER_rj7 , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 1D• ,w ,13 I §•* CONNECTED TO CENTERMATES Ig AND g Wj 1/4b-20 x 1 1/2-LONG S.S.THREADED HOLT W/7/11'0 x 3/32' } � MINGNUT OR W/ 1/4"o-20x1' S.S.M.S. INTO A-1/4"ax 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 1r (6)- 7 • - 6 7 . 1 Ia+ IAAXIMUTA ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. ®.(c8)-t@-@.-19.4),- • *NOTES QN HQ LQ% ENJERMATES: 1 SQ..tnn[( CENTERAIATES Cat OR 3 WjtCa:ONE ALTERNATE NO LOCK CD MAYBE USED IN UEU OF TYPICAL t 11 HV BLADE SHUTTER ELEVATION HV LOCK..S 1a_ OR�?g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(a MAY BE USED PS AN INSIDE OR OUTS10 LOCK.ATTACHMENT OF HO LOCK Q-j4 TO(g IS W/3 JS x 3fe"17,11,S.S.M,S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT Qj AS SHOWN ON SECTIONS HOB-HVB AND WDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT FAIDSPAN CR Ir MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS r3S`IS COMPLETELY OPTIONAL. - -- - - - t1ry1!//////1/yam Ort High Velocity Hurricene one ,..,...,,+. 02017 TIL ECO,INC. 02017 EASTERN 1JEIAL SUPPLY,INC. u�E--` BERTHA H-7TM Accordion Shutter System 3� ? /Ti L E C O Na. !i■ ■ ■A�L■ H.Y,eLADE#1 W/OR W/O N,V,WNM BADE American Shutter Systems REV.N DESGi6R10t1 DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY 6155 N..*.35ft St.5++.305,sWGWA CARD€hS noRCA 331E Association, Inc. t OLD I5-085 7J27 Ir Q4rE 07f27j17 ph—:(305),37+-1530.Fo.:(305)87+-+531 4268 Westroods Drive 2 DRAWING No �J�`� 1 L.E r 1 —.a:vit-oft., Meat Palm Beach, FL 33407 3 EB- ix 17-107 •,--�s/v1YA4 V` +'11 WM4TEA.LDTIWtJr.P.E. 5 nAEUG t 44167 SHEET P.E. SEALJ51ATURE/DATE a 5 OF 20 F--CONCRETE ANtN0ft5 POURm CONCRETE POURED {� — OR CONCRETE BLOCK POURED CONCRETE (NEE SCHEDULE ON REQUIRED 1/4^q-20x3/4'S.S, CONCRETE CONCREQUIRETE ) ___—f CONCRETE ANCHORS MACHINE SCREWS REQUIRED r PoR (SEE SCHEDULE ON w/ 1/4^-20 �i`,""""— CONCRETE ANCHORS I= 17 18 �J�IEYSTD.4E(SEE MOUNtUiC®ON SHEET 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1 i E{f'L __ I I Uin. . t r/�z•L__"' —._ ' Min. M0x3/'S.S.SS12OR11. E177 _" ✓ f0- EQ SCREWS EO —zD NUTS 19 1 . c 13 Max. 5 S E.Q.+ x.290i E.D.-, ( 250^ • I Max,E. 250' a.. E.D. OPTIONAL i I I ` oanoNaL i ANN SMARAT04To QAM(SEE , 111 MR�ttME N N 1 OR R* ' EXISTING_:r--- EN.SEPARATION 70 CLASS 1 EXISTING all 9w rE 1 ' 1 N N 1 CLASS---r—(SEE SCHmULE ON SHEET 11) GLASS�i dAD6m4:Q i MIN.SEPARATION TO CUSS I N XISDNG —, (SEE SCHEDULE ON SHEET II) D GLAss— `c HV WALL HEADER_INSTALLATION a HV WALL HEADER INSTALLATION + KEYSTONE r---- + ' MIN.SEPARATION 70 CLASS 1'� EXlGLASG i m (S1 '11 �- I ) OR � + ' —- EXISTING ---(sEE SCNmutt oN SHEET Ii)+1 MIN.SEPARATION TO CLASS WSS L L w"O AN (SEE SCHEDULE ON SHEET tT)— al 9.0 17 Ari # 1MaEXISTING ' I OPTIOtAL I i CLA55� , CO., I Ili i i , T/4'Max. OPTIONAL 15 }} a a ea.• N 1 f _ T .;=E.Q!' L_ ('21119 C4 EOJ 13 OR n. _.. 12 OR 1 4 { "�----- ) 1/{'O-20x3/4'S.S. l L�'TRUSS EQJEO- FH:LUPSTRUSS HEAD \ 1/4'a-20x3/4"S.S.PHILLIPS '- $ MACHINE SCREWS USING �_�_-:i.✓ ^ CONCRETE ANCHORS HEAD 14ACKINE SCREWS �—CONCRETE ANCHORS J ' 1/4'^20 NUTS 0 12'O.C, , !--(SEE SCHEDULE ON W/ 1/4^-20 NUTS 0 12^O.C. { (SEE SCHEDULE ON SHEET 13) MTa POURED CONCRETE— SHEET N3) POURED CONCREEE J I OR CONCRETE BLOCK CONCRETE BLOCK J NCRETE ANCHORS REQUIRED w REQUIRED HV WAL SILL tN5[�LLATION (SEE SCHEDULE ON F�HV WALL SILL INSTALLATION REO CONCRETE_. SHEET 14) DR CONCRETE BLOCK WALL REQUIRED NV WALL SILL INSTALLATION NOTE FOR D)BINATIONIE 5£CT1ON4: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.0. -EDGE DISTANCE ♦ SEE LNMrTAnCNS OF USE FOR C1 j H V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 14 2-MOUNTING SECTIONS.CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. t rfI Air +++ P A T! '' _ �� F10RIpA BUlLD1NG COQE Non High Velocity Hurricane Zone, ,y41 •�,G �.•••v�Y 02017 TILTCtO.INC. CA2017 EASTERN METAL SUPPLY.INC. rBERTHA H nA .4 Accordion Shutter SystemLI ECO N . A ■ ■A MV. MAX#1 w/OR W/O KV.WNDOW BLADE y American Shuffer Sysfems EV.N DESCRIPIIOII DATE DRAWW BY., L.C. '4Q4L� TILUT TESTING k ENGINEERING COMPANY Association, Inc. T QLD 15-085 7/27/7 DATE: 07/27/11 ".^�'•. V V a355 N.W.U-+ 5(.,Sia M.NRGRTA G1RM$,FXCROA 3314 Prw..:(305)N171-1530.ra.:(305)671-1531 h268 Westroads Drive z DRAWING No o-ma:1Rlaeo400'con West Palm Beach, FL 33407 3 17-107 _107 �. ,rN Ed-0006714 4 ET WALTER A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE °R°A 8 S 6 OF 20 ' I URED CONCRETE ANCHORS r txrc SCPAWTLN ♦ i--� CONCRETE (SEE SCHEDULE ON SHEEP 13} TO atim(SEE 1 1 OR EXISTING i �SEPARATION 1 r 1 + ro cuss REQUIRED EDGE OF �IIll 9A•o GLASS--I ��s1rWul,an 1 Ti k'(srs 11) cy _ _.. u s¢tt to TDR to CLM 3 �.` _ 'E O.• ° MPU EX15 S f tAu6lDk ` r wUl� • + i ALIFAIUTE (i i r i i I i EXISTING I iANCHOR • EQ �CO �, t F" I 1 I CUSS LOCATION ) #101/4'HEX WASHER HEAD r I I 1 1 1 i )1 OR 3 OR 1,7 i 3/8 W.I. TEX SCREWS O 12'MC EDGE OF a 3/6 mV, CONCRETE ANCHORS 8 IF (SEE SCHEDULE ON SHEET 13) J ' EO 1 f0 APPLICABLEtill' 1 �J k Ip � 1 � `"y (�• ECOE OF . EXISTING I' i ---.) �t� r SLA13IF - r•��..- C.°Dt EDGE OF c 1' f GtA55'--' [[ SCAB IF 1 t r,; 1J2 ,+4.- � EDGE OF �, APPLIGADLE WL SD'A4A1/S1 MPUCA9IE 'E O f.O A _ APPI.1Cl$(E POURED 1 RED FLAT HEAD CONCRETE ANCHORS T TO CO RETE E.0.• CONCRETE (SEE SCHEDULE ON SHEEP 14) t1 FCR 9ADK ID/ta - t a POURFA� '� - y' R UtRED REQUIRED 1 ON SEPT 10 FOR t 1 0 � CONCRETf FLAT HERO CONCRETE ANCHORS t7J0E5m0:�9 f REQUIRED .0'. E.D.• !(SEE SCHEDULE ON SHEET 14) I1 Y•RENCH INS•T,A CATION {{{ ALID ONLY FOR UP TO +70, -75 PSF XS.O. }IV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION (BI HV FLOOR INSTALLATION t SCHEDULE t'3, SHEET 11 D�Tp$-� W ---- y==— 1 CONCRETE ANCHORS D MASS ' mss r i t 1r---•--- 1 _fit (SEE-SCHEDVLE ON ="—•�1y�'—'iStE urcFanes r 01 ` SHEET 15) 1/4.0 A 1JIL aMF1�OFLRV av Etr ry i �LaiT i!) EXISTING-^^I t 1 EX15T114 T,,,_.__. FEC 04LOGY OR 1/4.0 MANS 1 4• EXISTING--i GLASS vx WAK1 10 cu SS GU155; FATENEAS IAPM+N1pgRS W/ I MAX. GLASS 1 —k=sr+4aAE Cn asaT 11) ' — V vic sxMwnm+t6 13/4'UK.EkBIDUEM O a' 10 i i i i ♦ '�(ttE Ehitiu�t to 117 t 0.G FM UP 10 W-0•SPUF A9 4.0.C,rUR SPANS LAP100 THAN 1 ' 1 E,EN7J1I 11 A,EYERt'FAVIEIER FSADY 4 I—FT I i� i f MAX, {tw-)(�rtOfi t W s1EEt:t FOt tDAt6t1� 3 �tS.3E1 HEX if..0:' i• • 3 OR 15 ' i i 1 WASHER HEAD I. (:CNE.SEA�.ANt 5 -cb•• Uw. I 1 TEK SCREWS l„r 1 -i •' �0 12+O,C, i - i 84X3/4` HEX HEAD " )-I-41U, �,�• 1 ]/a•.. 1, TEK SCREWS O S•O.C. 1 - --- !• t/%.G I/A N Us CONCRETE ANCt10R5 _ {{ 3f 14x3/4`5.0.5. .LI. = I t/;` 't U5R1G i/4.4-IID Huts OR 1/4.0-20 S.S.N.S. (SEP SCHEDULE ON 1 a 9"0.C. 1/2 --- UOX. ' I: , O 12'O.C. W/NUT O 9.O.C. SNfET t4) Y �+� •• EMANG NOR SmucmRAL 1/2• I _'1• ,4- •-)7 R 18 7`1 • 2.00•MIN. WALL iRt4(DECORATIVE i 1 1 EDGE OF ``''�� 't.• &D. 52L7 ` j I R I APPUCABLEL•", 13(e) !rte Ot 046 EN.S.D.S. MIN... POURED�MICRETE l 7/a- 1 7/6' J CONCRETE ANCHORS SEE NOTE 'I ,,€D POURED C014CR (SEE sc"MULE ON ON SHEET 1 SEE NOTE 13(Dj OR CONCRETE OCK SHEET 14) POURED CONCRETE ON SHEET 1 % - REQUIRED OR CONCRETE BLOCK --- •PTIONAl." POURED REBURIED O KEYSTONE SSMOUNTING B4INSTALLATION CONCRETE Q 00 INSTALLATION � HV WALL_},t,�ALK—OVER INSTALLATION UAXUW SHUTTER SPAN a•-D' REQUIRED I GU Sr LLATION t > RREEMMOIS VABLE WHEN PERFORMED NOTE FOR COM IN t' t'~D.a EDGE DISTANCE AD ACENT TO AN OPERA=EXIT SEE LUA TATIONS OF USE FOR (�A' 1- SEE SHELF 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1F ON SHEET 19 INSTALLATION DETAILS W/ � HV BLADE—_ ASSEMBLYjj� -- - i�1-..ANY WAY GTO SUIT AM NSTAAUATIONwEO - --`—'— A- r �'..,,r_ � --- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' T11 ,.•y1Y��t'1.. �� 02017 RLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 4'• _,� BERTHA HV1 IJ * 0. A ,�► .Accordion Shutter System I L ECO 1 K c. a . ■ ■ li KV. BLADE#1 W/OR W/O N.V,WsIMM BLADE American Shutter Systema •H DESCRWITOR DATE DRAWN". L.C. TI LI IT TESTING & ENGINEERING COMPANY Association, Inc. 1 GLIB 15-Das 7/27/1 DTE: 07/27/17 Tit••' ��IdI�: �Cl�.LAA 6355 N.N.36M sL,Sb.303.NRCdaA CAROMS.tLORa4 3310 Pnone:WD5)e7t-1530.Fox:(3Q5)671-1531 4268 Westroads Drive 2 DRAWING No E�u1�Ee�6719<om West Palm Beach, FL 33407 3 17-107 «��'•"� rrr,r WALTER A 00LR Jr.RE. 4 �'•RrtAJrJ FLOROA Lit.d+4167 3 SHEET P.E. SEAL/SIGNATURE/DATE a 7 OF 20 SEE E - -- - -� (' INSTALLATIONS W f i H V SEE NOTES ON LOCKING RODS 10,RV LOCKS a o, AND ALTERNATE HV LOCK 0 ON SHEET 5. OUT IN /-EX STING OiASS - **SLIDE SLACK OETAIL HVF 7S VALID FOR ALL / BLADE WZ HV CENTERMATES CEUTERUATES APPLICATION WITH BWE0 i �a'��©'�7 °A�®0 10 • 3 OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 00 O'O'C �U•O'��' ----------- - --- ----- ------- ------------- _ 2"x2"il1/6•rO-2 ( O+Q0P�•130+11 y1. 1 1/4' 7' 6 1/2• 7. 1 6063 %ALLOY)ALUM. - ! METRY ANGLE W/(2) t/410 TAPCON I/2" �' At CH ORS To CONCREM ' CENTERMATES � CEN'[Et2.�iA ES (TOP/BOTTOM) 110.1/4'SA,S.6 12" hU , PARAITON (4)10x1/2's.u.s.To TUBE k 6b c.FULL LENc1rt, W/ HV LdCK ar �,f HV LOCK or ? E s I (SEE SCBE E AT EACH ANGLE.(PTP} * * i '2 * 2 ON SHEET 11 535 IN I J \ a _ ----..-_-.-_ 40 /Lo 1/ 1• ® 3 2` -IV 0���0•p�((a���,o .p� HVB QUT HVG 10'Q�la`�aRQ•©°q HVA 1 "GM .0 1@- POU Z., . EXISTING GLASS r ETE BLOCK WALL FX STING (� C �GlASS .1..�lal a•�w j9. 1$�kGXISTISN b C T M E TJ Q,��Q• �je'\•�� MIN.SEPARATION !lh�� y� /}'��'� �� l'�„"/y �V� X.:J (5£�SCNEOULE dC OPTIONAL LJ`�p9 L;A'�al'„!• ON SHEET tt} { MIN. 0 GLASS @ / 3 (SEE 'I 11) INIEDUIE (INTER(OR) , ,/'� --..--_— .-.._—_ ----_— _—_—_--.---.- -AtCONCs 1e-O.C. —1_ 0a 3 vAR1£s �, I � I Bo * a OUT 6 1/2-MAX.SLAC.( (EXTERIOR) HVE .HVF** G __'-- HVD FLORIDA BUILDING CODE lion High Velocity Hurricone Zone' 111 •.•• 62011 TILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC.`,� B �H'A NV TM y A.S.&A. /liLE C o I�« Accordion Shutter System *' TLV.MADE#1 W/OR WTO#LV,WNDOW 61.0E TILUT TESTING & ENGINEERING COMPANY American $ITtJtf6r $ySlem$ Irv.IN, OESCR1P1014 OAT[ DAAM91 BY, LC. :'fres- V Association, Inc, i OLD IS-obs 7/27/1DATE: 07/27/17 �* �•t,_ •; y Ati 6355 Im 361k Sl­"" 10%"A"""A.ARom.FLDROA 1316 Ph...:(305)871-1530.rax:(305)871-1531 4268 Westroads Drive x DRAWING No I E��'�11111 a-mmES 0006710 ao Wast Palm 8eoch, FL 33407 ,;S70NA4 4 17-107 'w��rtri!toil rj111 WALTER A.TILUT Jr.PE. P.E. SEALjSICNATURE/DATE FLORmA Lk 44187 6 SHEET OF 20 ALTERNATE (USTULATIONWlHV "T" LOCK PO. HV, Met E/FE MALE 7�"T" LOCKS CENTERMAJES 68) 9 & COCKERS (2 W/ 6) HV BLADE SEE END COHHFCnQH 13ETAILS ON SHEETS 10 !k_18 INSTALLATM4 01) HV BLADE _0_U _V.STMO` U Wj HE) CENTERMAT S ff BLAU OS=K CaAlL t".W=ATW 6. 05 WUL AS UNW501.FLOATING BLADE 0 DcTk'L hw-M 5 mt.RS ALJTR_l SrE END WALL CONNECTION IL DETAILS ON SHEETS 0 Q)-@- !�4 35 ----------------------------------------------------35*- ------ sus.to rarer 110.3/0 SITS 0 or OP33 AT 1:14"mat Ir al mt'dwmr. (4)H /80 OU) PINS F IN (4) HV "T" FI N /@r 7 7,!A7\ 5 LOCK (INSIDE) 0-7-c--A- -—-—-— 5 1 2 29 i I CR 32 L tiJUT 31 oRU2' 2 IW�4' 0-20 9 11/2" S.S.M.S. Pnouw DV—HVB LOCK@. 7/8-0,x 3/32- WINGNUT. FouT HD-C—HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL H12 C SMIERMA JLS (gTHV "T" LOCK (OUTSIDE) BY—G* L`l W/ G* L09K W-1-Ql* LOCK (INTERIOR) t (2024-73 AU"LOGE rLANGC TW4 SKV WSENT.PART 1 0420. As MANUFAC11TRED By AVVEL CKRAY TWORfj�PARSPPINY.NEW JERSEY (D-0.0-0.0-0- 070$4 On CQL' SIX MKS ON LOCONO MODS h 10 Q)TOM 09 S W 1 �W1 Wamw 1LuA"4 KATO wfm' -R'va wim rCA ALL CEMOZ.Ams OFUCaa.3w E= FLOATING STACK urr FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: .............. 02017 TILTECO, 2017 EASTERN METAL SUPPLY,INC. BERTHA HV7M 0.4Accordion Shutter System Eq o A.S.S.A. KV.BLADE#1 W/OR W/O H.V.WNWIN MADE American Shutter Systems Uy.Rl GESCRIPTICH DAU DRAWN SY. LQ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 D7/27/13 CATV 07/27/17 4268 Westroods Drive 2 0 Phone 36M St..Vt..30 % h—:(aOS)a7l-IS30.tori (30.5)871-1531 —DRAWING No .-Mll Vit-0.01. M West Palm Beach, Ft. 33407 3 111W 111-COO8719 — 17-107 ""Of WALTER A.TILT J'.P.C. 4 rLOPIDWUn IT 44167 5 SHEET PE SEAL/SIGNATURE/DATE9 OF 20 POURED- CONCR - EFE U RETE U� RETE - -- --- -- - POURED CONCRETE OR ': / OR CONCRETE - -... OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL F ✓ BLOCK WALL REQUIRED 7_ BLOCK WALL REQUIRED ! "-j BLOCK WALL REQUIRED REQUIRED I f i, EXiSTiNG CLASS I EXISTING GLASS ,- - 2" CONCRETE ANCHOR f-•EX35TItlG GRASS MIN. EXISTING GLASS , ' �� � �� �``. ,.r ® Ia"O.C. _✓_ -!) p N.FL EPf3t(TION - {"""w • ,.1" 1• _ ""r -.—2 MIN_,' F 5 �( TO STI SEE IIAM i ! Id1J.SEFARA-l" t SCHEDULE ON SHEET TO�N _- ++ lAN.5EPAR0.7gN 1 .. 11 FOR SAGE MANo _ +�` TO WISS(SEE EO EO TO L3A^s^:(SEE SCKMC E ON SHEET i ' T SCHEDULE Ott SHEET 1/161x3'MAX CN SHEET 19 AOR N+0 I ,"+ SCHEDULE OD STET • I 11 FOR EiIAXOANO (6063- NT, 0&® ON SHEET 19 L/2" ( 11. FOR 131ADE i9 DAM ON SHEET 19 FOR M.CLOSERFOR I 't_"_"" OCAIE AT t BLADES(I}&0 PLATE.((40CATr 1/2• ©& I &AOEsOe<LA m�IEyR SIDE AT ERHER SIDE JAIN \ r ...T tFI OF V) OF 4,) ft R I ! IA USE I'OR 2•MAX. ! 1/2"MIN. -// T" --T j �1D►tf2-S.M.S. ( 4 _ I �" (AS aPPtICABLE)x2'x//8•x0 I __ �f Oxl/2` 0 S�M.S,� _ 16'D.C. (f _ _ ALUMINUM CUP ANGLE a 16"O.C. ~-% r (6063-T6 ALLOY)AT M1DNfTGHT j i J (1) #10-1/2-S.M.S.TD®k \ i E (1 (2)1/4.0 TAPCONS ANCHOR$TO �•/� WALE AT 1.O.C. (LOCATE AT SIDE COI NECTI 14 �COR� EITHER SIDE OF QOR I OR Q+ SEE DETAIL X FOR t OR �• TO TRAC SIDE CONNECTIC14 I �.)w©•O7 w.Oa ID SEE DETAIL X TO Q ®w w w 6• 7 w 8 tp•®w ECTION TO TRACKS ?.8 f .@w 10 a�w®"�+i •(( n w SIDE 0 TRACKS -10.®a©.�/ w�. w L 10•.®°x@• '_Q�•9 6�•,(7��,'�u©'J7•Sq°' 6-�7 •�w®•t�•�tr 0..0.0°'tJ•L;J. a ®.p•0w®•1:l,.0w t®.`L'd'°°�•�w®A�,,.,A����o' �^^}},, -�w�.®uo•�wr� ®•�""�•�°'4:J•�w ®•�°'�•�w0.•Y:�w Q•@w@•'t'Ja•0-9°'©.t:7 ®•�w�.�wi .�wi:J'+� ETAI BO d�w� k TAIL 2'� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 ,SND CONNECTION DETAlL.� END CONNECTION DETAIL� � Q + REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' CRETE OR EXISTING CONCRETE BLOCK Whit r -----�R- -. /-EXISTING GLASS REQUIRED �T_ CLASS `f T icy Mitt,WARATIa+ 61ox1/z's.M,yR y r__--'----,.> -- -To GJ-SS(SEE O t6'4:C. APAAON L �---- - tt r ON©a'tU CONCRETE 1f2-MIN. TOHEDULE ON _---___ ---_ '_.�-" ---- ON _ _ LQ�dR®OR�OR ON SHEET 1 ANCHOR 0 \ 1 L'♦ALE QAtiD 4 J" _'T- _ _ @ OR©OR V OR V CONCRETE CHOR aH7E5 m&® 12- ED' rj ON 19 FOR 1 S}DES t�h O+ I OR QC 1 2'MIN. r , 'd EO ,+$�OR@OROOR `',c�� y . 2'MIN. 2"MIN. BLADE SEE LIMITATIONS I@ONtiSHEETU19 FOR n nOR@QR qOR(3OR� SYS*LS t aR C PLAN I OR ®' � I www©•pwp ID.�w DETAIL � POURED CONCRETE OR ®w®•®w a�•� j ,c END INSTALLATION CONCRETE BLOCK WALL 1p"Y"y'w�•�"©"®01 REQUIRED 1dQ®alp.�3�w .®w 0.0.6.0-0.@- 1 BY BLADE OR ) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL,. _ -- ,�D--CONNECTION -DETAIL5{� 60•®«®•draw •®�+p; ' 'fECTION DETAIL Q FLORIDA BUIIOICODE lion High Velocity Hurricane IoRO` - — ttl l • •••., ! 02017 EASTERN METAL SUPPLY, INC- tt r rAt 1,. �•y 02017 TILTEC BERTHA� V C(7SC' ''•. r HVTM Accordion Shutter System --- A Ku BLADE#i w/OR W/O KV WINDW MADE American Shutter Systems EV.N atscRlprION oATt DRAvn+D: Lc- 7D%• TILLIT TESTING & ENGINEERING COMPANY Q t Association, inc. I OLD 15-085 7/27/t DATE: 07/27/17' Q� 1CJ 1(t t1 C}Si N.M.76th.SL.Re.}83.NRCn3M1 GAO.TF+SRCEiOA 3]i6t Paan¢:(105)671-1530.rax:(305)671-1531 4268 WeS{r00ds Drive 2 DRAWING NO 'B It Na ♦��y\ iRi1 a-mau:1 ta�ateoot— West Palm Beach, FL 33407 s 17-107 7_l o� O ` R E9-0006710 ^'r'��sfrtN'••I+1I WALTER A TILUT J,P.E. 4 P.E. SEAL/SIGNATURE/DATE rusr Lit 1 44167 6 SH to OF 20 ~ _ � | | L - -� MAXIMUM:ANCHOR+ SPAQING Ann SCHEDULE-FORA GIVEN M6X. SHurrER SPAN. A S-0, MIGN NECAINE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND IONS POURED CONCRETE 14 Hm+6s A s,c,o w,s"M @ POURED GOtiCRETE BLOCK TAPCON OR (6)WALL HEI f MOUNTING A WALL HEAE MOUNRNC WALL HIDER MOUNTING 0 WALL SILL CUNTINC (P)WALL SILL OUNDNG C& WALL HEIiDf32f51LL TAPCON WITH ADVANCED C� W/ W MOUNTING THREADFORM TECHNOLOGY �(ft)t As1L Desem WAA16E itrLSAOK RVEiO Asn 0f5NJ1 WG1T14C P R04 Asn DPE50 NEC1fAt Pfits!K WING ASA.DEEM KWK PREANL ilARU3 ASDL.DE9CJ11diWi8 Ft?ESArt3 RiTt16 ASA DM 1`t.K PAMME M11ti0 ALL POINTS SOLID-SET 30 40 60 75' 90 120 160 205 30 40 60 75. 90 12a 160 205130140160 75 90 120 160 205 30 40 80 75 90'120 160 205 30 40 60 75 Do 120 160 205 30 40 60 75 90 120 160 205 BLUE TAP 14 1Z 10 9 [to 6 6 14 12 10 9 8 8 6 6 14 12 10. 9 B 8 6 6 14 12 10 0 B B 6 - 14 12 to 9 a 6 6 5.5 a s 8 a a 8 7 5.3 3'-Or 14 12 10 9 6 d 14 f2" 20 9 6 8 6 8 14 12 10 0 @ 8_ 6 6 14 t2 to 9 8 8 6 6 14 12 10 9 8 8 6 6 8 0 8 8 6 8 8 8 TAPPER'#' OR 11 12 10 9 6 5 14. 12 10 9 8 B. 6 0 14 12 10 e 8 a 6 6 14 12 10. 0 8 8 6 3 14 12 10 0 6 B 6 a -B a 8 8 8 8 a 0.5 14 t to 9 6 6 t4 f2 70 9 8 a 0 6 74 12 10 .8 8 8 0 6 ti 12 t0 9 8 8 6 - 14 12 10 0 8 S 6 0 8 8 8 8 a e a 714 12 16 9 a 4 14 12 10 0 8 8 6 6 14 12 10 9 6 e 0 6 T4 12 10 9 8 7 - ^ 14 12 't0" 9 8 7 5.5 - a 6 8 0 8 ] 5.3 4 N 121084 t4 12 to 9 8 a 6 6 14 12 10 9 @ B 6 6 14 12 10 9 B 8 5.5 - 14 12 10 9 8 @ 8 6 8 8 8 8 8 8 e a 14 12 t0 @ {3 - li 12 /0 @ 8 8 6 4 14 12 IO 9 8 8 6 6 14 12 10 9 8 8 - - "14 12. 10 9 @ 8 6 - 0 8 8 8 0 8 0-S S 14 12 10 9 6 4 Ii 12t0 9 B 8 6 6 14 12 10 0 B 8 6 6 14 12 10 9 @ B - - 14 12 10 8 8 8 6 - 8 8 8 a 9 8 7 5.514 12 t0 94.5 - 14 12 t0 9 8 $ 6 3.5 14 12 t0 9 8 8 a 6 14 12 10 9 7.5 - - 14 12 10 9 73 55 - - 6 8 8 8 7.6 53 4 3 " SEE ANCHOR 5'-0. 14 12 10 943 - 14 12 10 9 8 0 6 3.5 t4 12 to 9 B 8 6 6 t4 12 t0 9 a 7 - - 14 12" 10 9 6 a 6 = a a B a a 8 8 6 SPECIFICATIONS /4 12 10 9 B 5.5. - - 14 12 '10 9 8 8 45 - 1{ 12- t0 9 8 8 6 S 14 12 .to 9 B 3 - 14 12 10 9 $ 7 8 8 8 8 8 7 5 4 t4 12 t0 9 6- 8 4 14 12 -10 9 8 8 8 15 to 72 10 O @ 8 0 a N 12 t0 0 $ - - 14 i2 16. 9 8 75 - - 8 6 8. .8 a 73 .5 ON SHEET 13 14 12 10 9 B 5.5 3 - 14 12 10 9 8 S - 14 12- 10 9 8 8 6 6 14 12 03 7.5 4 - - 14 /2 0.5 73 6.5 - 8 8 B 7,5 6.5 4.5 3.5 - B,-0' to 12 10 9 8 5.5 - - 14 i2 to a 8 8 4. - 14 12 10 9 8 8 6 6 14 12 10 9 8 4 - t4 12 t0 9 I{ 12 10 9 8 3 - - t4 12 111 9 B - - 14 12 10 9 B 8 5.5 15 t♦ 12 10. 9 a.5 - 14 12 10 e 7 - - $ 8 8 8 7.5 5.5 4 J T 12 i0 _21-8-1 5 - 4 12 10 9 D 8 4 - t4 t7 t0 D. 8 8 0 S.s .1 t2 10 9 5 - - - 14 12 10 9 8 4.5 - 8 8 8 $ 8 6 4.5 - ta 12 10 9 a K - - la 12 1p 9 8 65 3 - 14 12 t0 9 8 6 6 14 12 0 4.5 - - - - 14 12 0 6.5 SS - - 6 8 0 65 5.5 4 ] - 7'^O� T4 r2 10 9 8 4 - - 14 12 10 9 8 0.5 3 - 14 12 10 9. 8 8 @ - 11 t2 tp 9 9 - - 14 12 10 9. B 7 - - 8 8 8 B @ 8 7.5 6 N 12 t0 9 4.5 - ^ ti. 12 10 9 8 4 - 14 12 10 9 8 7 4 - 14 12 10 5.5 - - - - to 12 10 8 8.5 - - 8 8 6 8 0.5 5 33 '- 14 12 10 9 7.S 75 ^ - 14 12 10 9 8 6 - - 14 12 10 9 8 8 6 - 14 12 10 6 - - 14 12 10 6,S 7 - 6 07 8 8 7 5 4 14 12 10 9 5.5 3 - 1+ /2' 10 9 8 4.5 - - 14 t2 10 9 8 a - - ta. it 7 - - - - 14 -1-i 7 5.5 33 - - - a 8 '7 3.5 4,5 1s - ^ 8,-O. N- 12 10 9 53 - - -14 12 -10 9 B 4,5 - - tc 12 10 _9. a 8 - 14 12- to 7 4 = - li 12 10 0 -e 3 = 8 a 8 a 8 ZS ] F ♦SEE LIM{,I'T�'�ATIONS OF USE FOR 14 12 10 Ss 3 - - 14 t2 to 9 a - 4! 12 10 9 8 t4 12 8.5 3 - 14 12. 8,5 7 4 6 8 a 7 5.5 4 3 BLADE lJ ON SHEET 18 14 12 10 .9 5 - i4 !2 10 9 B 4 - - is T2 10 9 8 0 - 14 12 93 - - - ^ 14 12 9.S 7.5 4.5 - - - B 8 6 7.5 8 4.5 - 14 12 10 4.5 4.5 - - - /4 12 16 9 7,5 - - la 12 10 9 8 - - 13 9.5 {" - - - - 13 9.3 6.5 5 - - 8 8 0.5 5 4 1 - - 14 12 10 6.5 a - 14 12 l0 9 7.5" - - - 14 12 10 9 8 - - 14 12 10 5 - - - - 14 t2 10 9 15 - - 8 8 8 8 8 63 8 3 W 12 8.5 4 - 14 12 10 9 4.5 - - 14 12 10 9 7.5 - - 14 11.5 4.5 - - - ^ 14 11.5 7.5 6 - - - 8 8 73 d 5 4 14 12 10 6 4 to 12 00 O 7 - - - 14 12 10 0 8 - - t t2 S - - - - 14 12 6 6.5 - - - - 8 a 8 65 5.5 4 [14 12 9.5 S 5 - - - N 12 10 9 5.5 - - - 14 12 10 9 B - - 11.5 8.5 - - - - - 11.E 8.5 5.5 - - - e B 85 4.5 3.5 - TO'-0• 12 9.5 5 3.5 - - - 14 12 10 9 53 - - - 14 12 10 9 8 - - - 14 12 7 - - - 14 12 10 7.5 5 - 8 D 8 B 8 75 4.5 - 12 5.5 3 - it T2 10 6 3 - - 14 12 10 9 6 - 14 10.5 3 - - - 14 10.5 7 3.3 - - - 8 8 7 5.5 4.5 1S 12 9 4.S 3 I{ 12 10 9 5 - -- 14 12 10 9 8 - I4 tt - - - - - 11 11 7.5 - - - - - @ 8 3 0 5 - 12 7 - - - - - 14 12 40 - - - - 14 12 t0 - - - 103 8 - - - - 10.5 8 5 4 3.5 - - 12 7 - - - 1K i2 1b - - 14 14 10. - - - - 141Z 5 - - - ^ 14 12 10 - - - - 8 _8 6 8- 8 7 3.5 12 4 - t4 12 10 - - - t4 /2 10 - - - - - 123 93 - - - - 12.5 9.5 6 - - - 8 t# 6 9 4 3 12 85 - - ti 12 10 - - - - 14 12 10 - - - - - 115 10 - - - - - 1+ t0 7 - - - 8 $ 7 5.6 4.5 - 12 K5 - - - - 14 t2 is - - - - 14 12 t0 - - - 9.5 7 - - - - - 95 7 3s - - - e 7 aA 1s 312'-O 12 55 - - - t4 12 10 - - - - - 14 12 10 - - - - 14 12 4 - - - 14 12 10 - _ - e B 8 8 6 8 3 12 ] - - - - 14 12 B - - - - 1{ 12 10 - - - - 11.5 8.5 - - - - - 115 AS K - - -- B 8 55 4.5 { 12 5 - - - - 14 12 i0 - - - - u 12 10 - - - - 125 9.5 - - - - - - 115 9.5 4.5 - _ _ _ 8 8 6 5 4 HV BLADE OR (1 HV BLADE 12 - - - - - 14 12 - - - - - 14 12 - - - - 9 4.5 - - - - 9 6.s - - - - _6 A5 43 3. 3 '- 12 - - - - 14 12 - - _ _ _ _ % 12' _ _ _ _ 14 r2 - - - - - t4 12 - - - _ - 8 8 8 8 8 4.5 WZ q& HV WINDOW BLADE 14 12 - - - - 14 12 - - 10.5 5.5 - - Ob 8 - - 8 8 6 4 3.5 14 12 - _ _ _ _ _ 14 12 - - - - 113 6 - - - - - 113 8.5 - - - - - -' 8 B 53 {3 - _ Tj /''� 14 12 - - - - - 14 12 - - - 14 12 - - - - - a 3 - - - - - - 5 6 - - - - - B 6 4 3 - - - WORKING IN UNISON, 14'-0" 14 12 _ _ _ _ _ FI 12 - _ _ - _ l4 12 ^ _ _ _ µ -0 _ _ _ _ _ 14 12 - - - - a 8 8 B 7.5 4 H 7 - H. 12 - - - - - 74 12 - - - - - 10 4 _ _ _ _ 10 7.5 - - - - - 8 73 5 4 3 _ to 11,5_=_ _ _ _ - 14 12 - - 14 I2 - _ _ _ - _ 10.5 4 - 1- _ - 103 a - - - a 0 14 - _ _ - _ 14 - - _ _ _ _ 14 _ - - _ _ 74 _ - - _ _ _ 7.5 _ - _ - - - 7.5 5.5 3.5 3 - - - 15 O. 14 - - - - - - 1+ _ = - _ _ 14 _ - - - 14 - - 14 - - - - - 8 8 ' 7 7 J3 - - i4 14 _ _ - _ _ i4 - _ _ _ _ 10 _ - _ - _ tp _ _ _ _ _ _ 8 1.5 S 4 1=4 - - - - t4 - - - = 7 5.5315 - - - 6 3. to 1+ '" - - ti - .. _ 8"8 8 7.5 .. L. - - - - - - 8 63-4 -3.S - - - - ----- -- - --- fa _ - - - 14 - - - - - - - 14 - - - - 1 /I S - - - - - - 9s - - - - - B 7 4.5 - - - - FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 02017 TILTECO,INC, 2017 EASTERN METAL SUPPLY,INC. vC"FNSF,,4'� BE HA�VTM ASSA 1 L E C C INC. Accordion Shutter System yt r ■ ■ ■ ■ V. BIaDE#1 W/CR W/0 KV.iNI"W BLADE Q T t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,_No DESCRIP1I00 DATE MAIN 19': LC. s7 6F Association, inc, t OLD 15-085 7/27/# OAM 07/27/17 G) ; BlSs N.7M.76n.st,Sia.305.YRGt t OAODO RQRW 3518 4268 1Vestroad9 Drive 2 Eo` 4t PT."*:(303)871-1530.to.1(305)871-1531 DRAWING No s ` 1 e-�10004018.to. West Palm Beach, FL 33407 1 17-107 7-107 »- fO�AI �Nv 111 YrALTEA A TILUT Jr.P.E. 4 ML It FLORIDA Uc f 44107 5 SHEET P.E. Sk/13i4NTRTGk/DATE a 12 OF 20 - Ly�aX -AhCHOR�'SPACING (im3 SCHEDULE FaR A CNE( IMAX-4HLFnaR SPAN. SPECIFICATIONS ON ANCHOft REO(11REMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES O (}ESh;Ir hEUATTN� IRE Ra1(S A�Q A RRESP4.uDIN( AI(]<iRT1NC TYPE FOR CONCRETE OR CONCRETE BLOCK INST41AMO IS (SEE MOUNRNGS E 0,&H'ON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: , pOtAflfD iFjCONp3TE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min,!`c-3 keil YAUWM E�1VA1.L SILL MOUNTING QG CE(UNG MOUNTING HCJ FLOOR MOUNTING - 1/4.0.TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOM(Min,1'c.3 W) ANCHORS SPACTNG 1Z= - 1/4.0 It 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.V.a 3 Ms) ( gq, I.EGR,E PRF55>l�PAM .D=hYGAR.E PIE RUM(pro pp01 AErAfaE flttTdl/RE T4t1E41 SPAN - 1/4.0 BLUE TAP CONCRETE ANCHORS.W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.I'c.. 2 ksi) TAPCON OR 30 Z -66 75 90 120 160 205 30 40 60 75 90 12O 76O 205 30 40 60 75 9O 120 160 205 TAPCON YATH ADVANCED - 7j4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTYNERS,INC..AND Dt5TF68UTD BY ALL POINTS SCREW.BOLT&SPECIALTY /4 12 ID @ a e b 5. .14 12 10 0 e 0 6 0 fi 12 I@ 8 6 6 THREAONV,9 TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0• 14 12 TO 9 8 8 6 6 14 t2 10 .8 8 $ 8 6 !4 12 10 0 0 8 6 6 (Mtn.!'c=3 ksI} ALL POINTS SODA-SET OR 14 12 10 9 8 8 0 6 14 12 10 9 @ B 6 6 14 12 10 9 8 B 6 5 BLUE TAP W/,GAP HUILSI 14 12 10 9 0 8 6 7 14 12 10 9 8 8 G 6 14 t2 10 A 8 0 G 6 TAPPER+ A/)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAFCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4 12 t0 0 0 7 ab 3.5 14 12 10 9 8 8 6 6 14 12 t0 9 8 6 $ 5 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4•-0" 14 12 to 0 8 B 8 8 14 12 10 -9 a 0 6 8 14 12 10 0 8 9 6 5.3 t4 12 10 9 6 8 6 ♦ H 12 t0 F 8 e 6 t.5 14 12 T@ 9 8 6 4 33 A2)MINIMUM EMBDUENT OF 1/4 C r 3/4'ALL POINTS SOUO-SET ANCHORS SHALL B£7/B"INTO THE POURED CONCRETE.HD EMBE6MEM 14 12 10 9 0 8 6 4.5 14 12 10 9 0 0 '6 &5 14 12 10 9 $ 0 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 4 s[[w.A XY6 ar us[raA 14 12 !0 9 7.5 5:5 3.5 ^ 14 12 10 9 8 8 8 5 14 12 10 9 8 7 53 .4 C EXIST,A1t0/'MtNIENUU FOR WAILS WITH NO STUCCO. 14 f2 10 8 8 8 6 6 III f0 9 8 8 6 5,5 14 12 10 8 8 0 8 AS e3A9[ tIt 6NIU:T t@ 8._D. 14 12 10 9 $ _7 t ^ 10 9 8 85 5 3.5 fi tZ 10 8 &S 5 3S 3 A3)IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 70 9 8 73 45 - �1410 8 8 8 6 45 14 12 $0 9 8 6 4.5 .75 ANCHORS SHALL BE LANG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 f2 F.5 7.5 6.5 C5 - -^ 10 9 0 75 3.3 4 14 12 10 0 0 6 4.5 35 N�TµLATION&INTTO)X01 TH ETAL T5 US SN€SEOi�� GING OR EIFS WITH OR NTTHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 0. B•-0• 14 12 t0 @ 8 "a 8 t6 9 $ $ 6 '5 14 12 10 9 8 83 5 3.5 14 12 10 0 7.5 3.5 3 ^ 10 0.5 7 'S 4 3 14 12 8 &5 5.5 • S - t2 10 9 a 9 - - /0 8 0 -i.5 S 3.75 14 12. 10 a5 0 5 ♦ - (8) TO EXISTItIC CONCRETE BLOCK:(A51M C-0O) 14 12 8 6,5 SS S - ^ 10 @ 0 6.5 4.5 J.5 f4 12 10 a 7 5 3.5 S - 1/4'0 TAPC4N OR TAPCCH WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. f4 !2 10 0 0 8 - - 10 9 6 7 S 4 1• f2 10 0 7.6 &S • 3 - 1/4`0 r 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.IY COMPANY. 7-0• 14 12 10 8 b.5 i - . 9 75 6 45 3.5 - 74 Ia5 7 &5 4.5 3.5 - - 114'0 BLUE TAF CONCRETE ANCHORS Wj CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC 14 12 10 8.8 7 4 ^ - 10 9 ]5 4 - 1{ 1Z 9 7 7.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED TTY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPSCWL7Y 2074 2 !0 @ 7. 5.5 - R 12- 9 7 43 _ COMPANY'OR ANY OTHER APPROVED UCENSD OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8�-0'. 14 12 10 9 14 12 10. F B - 14 f2 10 E 6.6-6-_... .S - NOTES: 14 12 65 7 53 3 - - 14 12 8 6,5 &5 t 3 - 125 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON it I2 a5 7.5 6 - 14 12 9.5 8 6.5 5 - ti 12 8 6 0.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 675 5 3.5 - 14 12 10 a BA S - - t4 12 8 6.5 5 4 - B,-O. t4 t2 10 9 5 - - /4 ! 10 0 73 7:5 ^ 14 12 S5 7 5.5 4 - - 8.2)MINDLUIM EMBEDMENT OF 114'0 r 3/4'ALL POINTS SCUD-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1fA O 6 ' - 14 tl 7 35 5 3.5 - - 11 6 55 {5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 t.5 - - - 14 12 6.5 7 5.5 4 - 14 Ia5 7 55 6 4.5 - - EXIST.AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 113 &S &5 14 12 9 7 6 t3 - - 14 11 7 3.3 4.5 33 - - 14 1Z f0 9 74 72 70 $ BA 9 - ^` t4 12 8 6 5 4 - B.3)IN CASE TH47 PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FUDOIL 10'-0' 14 70.5 7 5 35 - - 13 8.5 65 5 t 3 - - 70 7.5 5 • 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE A5 WO7CA10 ON 14 1t 3 5.5 - - - I+11.5 8 6 5 4 - 125 9.5 8 5 ♦ • - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIONlG OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER ii1.5 8 5 - - U i2 a fi5 5.5 t - - 't3 70 63 s + 3 - - FOR INSTALLATION INTO€IFS WITH METAL STUDS SEE SHEET 20. 14 12 YO - - - 74 f2 9 7 6 4.5 ^ - 13 110 7 5.5 4.5 J5 - 1 L'-0•- _ _ _ _ - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. I23 93 5 - - - - 12 @ 6 45 i 3 9 7 45 33 3 14 10 7 - 14 10.5 7 S.5.4.6 - - - 1%5 95 55 4.5 3:75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.3 7 4.S -^ - - - - 14 11.5 7.s 6 5 - - 12 9 6 4.5 4 - T4 12 10 - - - - 74 i2 8 6,5 55 13 10 83 5 4 - - - DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, lY-0.115 63 4.5 - - - - 11 5 5.5 4 33 - - 8 8 4 J - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE O:STANCES 11401CATED BELOW.FOR E.M LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 9 9.5 6 - - 73 @3 &s S 4 - - !TOS 8 5 4 - - - BY MULTIPLYING REDUCED SPACING OBTAIN D USISGG SHOWN 1tFACTOR�SMALLE LYTHE NOT BE LLESSNG FACTORS. THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6.5 - - l4 10.5 7 5,5 45 - - At 8.5 55 4.5 3.5 - la 13•-0' 14 12 - - _ - t4 115 75 6 5 - ^- 12 9 6: 45 4 _ - FACTOR s 8 - - 10 7.5 s 4 S _ - 7.5 5.5 4 3 TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOUR SET BLUE TAP W CrlP 123 es - - - - ^ 12 s 0 45 4 - - - 93 7 5 ♦ - - - - C �B DISTANCE THREAyFORIA TECHNOLOGY r MIN.SPACING 8 6 - - - - 13 9.5 65 5 - - - - 105 75 5 4 - - - f E 4' MIN.SPACING•*3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING-3• 3 3/4- 4' 14 12 - - - - - 14 10.5 7 5.5 - - 11 0.5 53 4.3 - POURED COISCRETE& POURED CONCRETE 6& POURED CONCRETE& 14'-0• t0 75 - - - - '^ S 7 4.6 3.5 - - - 7 5 33 3 - _ _ {� TQX+ED C9tiaS:iL LXtICi£IE BDrAC FOtASD taSTBrE CONCRETE SAOC IIS e - - 11 6 55 45 _ _ _ 9 8.5 35 - - v WINDOW CONCRETE OLOCK UN.E0..3 1 MIL E4.2 1/2' CONCRETE BIOS COIiCRE7£BLOCK MH CD.•3 fj2'IAII Ea•2 1/Z" M11.E0..3 MR.Ea•3, UN[a•r 7.5 - - - - - - 12 9 6 - - - - 95 7 45 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 16•-0" t4 - - - - 133 10 8.5 - - - - I03 0 5 - - - - BLADE WORKING 2 1/2' 0.81 1.0 - 0.67 1.0 6-5 4 - - - BA 5 3 - - - - 1N UNISON ♦ - t4 - - las 0 S - - - - E3 6 4 - - - 2• 0,71 O.S7 - 15 a. b5 - 9 &5 4.5 - - - - - 1 3j4' - 0.91 - - - 4.43 - _ - -14 16 4@ 45 J 1 1/97 0.38 - 95 _ - s3 7 s - - - - - 8 6 4 - - - F(ORIQA Bl31LQfNG C(}DE(Non-High Velocity Hurricane Zone 4514T1tov%-k•.......��/�,� 02017 TILTECC.INC. 02017 EASTERN METAL SUPPLY.IN p �1GEy �•f. A S A C. BERTHA V o 1 L ECO .... ■ ■ ■ ■ Accordion Shutter System + H.Y. G ADE#1 Wj CR WJO H.V.WHIM GLADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY 'V•N D OAT[ DRAWN I.C. DF ;X 6355 ttw.36W,St.Ste.3aS,MAW"GAADOM FLCMDA 3316 Association, Inc. t OLD 1 75-085-485 7j27f1 OATS: 07J27j77 Pnonc:(3os)a71-,s3o.re=:(305)S71-1531 4268 Westroods Drive 2 DRAWING No AAQA�I�RiOA,`\Z� IL11 WALTER tik 7r e West Pnlm Beach, FL 33407 ; 1 7-107 �Y ENG +', ftOPoOA UDI t 44167 5 SHEET SII P.E.5 Al{91fE DATE 6 13 OF 20 L • - - - ---`--- � 1�XI6'UA4 ANGFIOR� SPA�INsGEE�fI^S�EL?SILE.UORH�GIVEN AAIiX a• _Hl_rrrxR�iapN, - -- -- -- - -- -- -- A.S.0 DESIGN NEG TR'E PRESSURE RATIN D A CORREfiPONDI At0 i S,TYPE FQ_R.�ONSRETE OR CONCRETE BLOCK, INSTALLATIONS POURED CONCRETE POURED CONCRETE CRETE BLOCK ANCHORS SPACING LEGEND 1 WAIN OuDVER h t TRENCH QFWNGUARD MOUNTING I{CWAttfFIOOR MOUNTINGNG ©WALLjWAt.K OVER MOUNTING TAPCON OR Wµ u1mN _ TAPCON WITH ADVANCED 01) _oFsw NFOAi6E P16asT rff PA104 4.DC5YT1 nE6A1r2 PATIO(�+Asa DF 1]7 aE4ue E FRISM Nuero tw DE5771 warn Fi3S61RE RA1us tv'! 30 40 G0 T5 90 124 160 2D5 30140160 175100 120 160 203 30 40 60 75. 90 120 160 205 30 40 60 '75 9D 120 160 205 THREADFORM TECHNOLOGY 1 12 10 a a n 6 6 12 12 11 12 12 IS aS G5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0' i4 11 M1O e a 8 6 6 41 12 12 12 iZ t2 9.5 7 7 7 7 7 7 7 7 7 § 5 S 5 S 5 5 5 R LESS 14 IZ 10 9 8 8 - a 1Z 1Z fx 12 0.5 a e 4.5 7 7 7 7 7 7 7 05 5 6 5 5 6 5 5 5 BLUE TAP 14 .f2 i4 9 6 9 6 8 IY 12 12 12 17 14 7S 6 7 T 7 7 T 7 7 S 3 5 S S S S 5 TAPPER+ 14 12 10 9 "a a 6 6 12 12 12 11 "aS 65 5 7 7 7 7 7 7 55 < 3 S 3 5 5 5 S 4 �,-0. 14 t2 f0 D a 8 e 6 t2 12 tY 41 f2 OS 7 55 7 7 T 7 7 7 7 7 5 5 S S 5 5 S 5 li /1 10 8 6 8 6 8 1Z 12 12 4S S 8 4.3 3.5 7 7 7 T 7 7 0.! 5 5 S S 3 S 5 S b N 12 10 9 8 9 6 G t4 12 12: 12 10 75 b5 ♦ 7 7 7 7 7 7 7 5,5 3 5 b 5 5 3 5 5 14 12 10 9 a a 6 4 12 12 12 11 9 7 5 4 7 7 7 7 7 SS 4 3 5 5 5 5 5 S 4 3 5'-0' 14 IZ 10 9 6 8 fi 8 12 12 12 I2 t0 7,5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 6 5 T4 f2 f0 a B 6 e 6 12 12 9S 7-5 6 4.5 3S - 7 7 7 7 T T 5 3.5 3 S 3 S. 5 § S 4 14 fY To 8 9 8 B e 12 12 12. 11 a s 4S - t 7 7 7 7 7 S5 4 S s s b 3' 3 s 4 # SEE ANCHOR 14 12 10 9 8 8 6 6 11 12 1.5 9 7.,5 5.5 4 3 7 7 7 7 7 4.5 3S - S. 5 5 5 6 4.5 3,5 - SPECtFlCATIONS 6'-0' 14 M12 t0 9 $ 6 6 6 t2 2 12 t0 8 6 4S 3S 7 7 T 7 7 7 t 7 S 5 5 5 s S 5 5 ON SHEET i3 14 12 10 9 a 8 6 6 12 12 8 6 5 < 3 - 7 7 7 7 7 SS 4 - .5 5 5 5 5 5 4 3 t4 12 fa a 5 6 6 b i2 12 10 8 6'S "S ,73 - 7 7 7 7 7 8 <,S - 5 5 5 5 5 5 4.5 - 14 12 10 8 a 9 6 6 12 12 10 6 6S 5 3S - 7 7 7 6.5 5.3 4 - - 5 5 5 5 5 4 3 7,-0. 4 12 f0 0 6 b 6 0'12 12 12 &5 7 S t 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 S S I4 12 10 9 a a '6 6 12 iD 6.5 5 4.5 3 - - 7 7 7 7 6S 5 3 - 5 3 5 S 5 5 3.5 3 f4 /s. M10 9 a e G 6 12 12 5.5 7 5.5 - - 7 7 7 7 7 "5 - - s 5 3 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 i<. 12 To 9: e a fi - 12 /2-D.5- T ! < - 7 7 T ss 45 3 - - 5 5 s 3 4.5 35 - - PSF A.S.D DESIGN PRESSURE e'-0' I{- i2 fn 9- a -s.--6 - 12 12 Os 1.5 u 5 _ 7 7 7 7 .7 7 7 4 5 5 x 5 5 5 s s RATING 3 FOR SPANS PER 14 12 10 9 & 8 6 - 12 9 6 <S 4 1 - - T 7 T 7 3S < - - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 T4 12 10 9 a' a '6 - 12 II 7.5 5 b 75 - - 7 7 7 7.5 0 4.5 - - 5 5 5 5 5 45 - 14 12 10 0 8 9 - - 12 1S 7.5 a 3 315 - - 7 7 " 5 4 - - - 6 5 S 9 4 3 - D,-0. 14 12 10 9 8 'a - - 12 72 93 6.5 SS 4 3 - T 7 7 7 7 T 5 3 5 5 5 5 5 S 5 5 14 12 10 9 8 5 - 0.5 a 3 4 3.5 - - - 7 7 7 5 5 3-5 - - 5 5 S 5 5 4 3 - 1< 12 t0 9 8 8 - t2 10 65 5 4.5 - - - 7 T 7 GS 55 - - - 5 5 3 5 6 4 14 12 f0 0 6 a - - 12 0.5 7 5.5 4S 35 7 7 35 4S 33 - - - 5 5 3 45 3S - - i0-O'ti t2 10 9 6 8 - 12 ii 83 6 5 3.5 - 7 7 T 7 T 4.! - b S 5 5 5 5 5 4S 14 12 10 9 e 5 - 95 7 45 3S 3 J-7 7 7 55 45 - - - S 5 3 5 4.S 35 - - ti 12 10 8 8 8 - 12 8 6 5 4 7 7 8 5 14 t2 SO 9 @ 8 - 12 9.5 5 3 4 3 - 7 5 4 3 - - - 5 5 6 4 14112 10 7 3.5 4.5 35 _ 7 7 7 7 35 - 5 5 3 5 5 514 12 10 9 s a - - 8 t 8a i 33 3 - 7 9 5 < - - 5 5 5 5 4 3 - N T BLADE QNLY 14 12 10 0 a 9 - - II 9 5.3 < - - - 7 7 5.b 4S - - 5 5 S 5 4.5 - - - 14 12 10 9 8 - - - 1S 9.5 S.3 45 3.5 - - 7 4.5 3.5 - - - - S b 4,5 ]:5 3 12'-0' I4 12 10a12 9.6 6.5 5 4 3 - 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14s '- 8 8 4 ] 7 S.5 4.5 3,5 - - 4.511 12 10 9 8 - i07.5 5 < - 7 6 5 - - - 5 S 5 5 4 - - t4 11 f0 8 OS 8 5 .4 #� - .53 - - - 3 5 43 3.6 3 -4 T2 t0 8 a - - - tS 8,S 6 <S 7 7 7 7 7 4S - 5 5 '9 5 5 S 4.533 14 12 10 9 a - 7 45 3S 3 7 7 5 4 ] - - - 5 5 S 4 314 t2 10 9 8 9 7 4.5 .75 7 7 SS 4.3 - - - 5 5 3 4S 4 - 14 i2 10 9 - - f0 T.! 5 { - 7 8 4 3 - - - - 5 S i 314'-O"14108 5.5 4 - 7 7 7 7 1 4 - - 5 6 5 5 5 4 3 14 tZ t0 9 - 8.5 5 3T T 5 3-5 - - - 5S S < - - - - 14 12 108.5 8.5 4 - - 7 7 ! 4N11 107 4S 3,5 - 7 SS 35 - - - - - SS 374 12 1D - - - - 14 7.5 5 4 - 7 7 7 7 7 3S - 5 S S 5 3 S < 3 14 12 10a 4. 37 7{S 3 - - _ S 9 4.3 3S - - - - 14 t2 t0 - 8 G 47 7 6 - - - - - S 5 5 4 - - 14 72 10 - - & 6.5 4 35 - - - - 1 5.5 3S - - - - - 5 5 3S - - 14 12 10 - - - - - 8.5 7 4S }.5. - - - 7 7 7 7 6 3 - - 5 .S 9 S. 5 45 - 14 12 10 - - - 8. 4,5 3. - - _ _ t3 tt�� .�1I�F _- _- - 14 12 10 _ - _ _ _ 7.5 5.5 75 - - - - - 7 !1 h '- - - - 3 5 4S - - - - FLORIDA BUILDING CODE than High VBiOCItY Hurricane 440Ti0 t++l t..•A••,,.,,.•i �f�:.` 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H TFA A Accordion Shutter System 1 L ECO ,aC. ■ rtv MADE#t w/tDa w/D tLx NiNDON 9.40E `. American Shutter Systems EV.N DESCRIPTION DATE DRAWN 9Y1 LC. rT/J TILUT TESTING & ENGINEERING COMPANY Association, inc. I OLD 15-085 7/27/1 "'TE' 07%27/17 •�' �:,• *'+ t•.�. 6356 N.W.3661.St..Sem 305,NR:'VN W0016,M1GROA 3316 ...-- (305)871-1530,Fa4:( DRAWING No 305)571-1531 4268 Ylestra4ds Drive x � Z�ti +f o-m6:nl.00msan West Palm Beach, FL 33407 3 S 1+ E6-000an9 17-107 -,/0NAL EN�',4t11 WALTER A.T"T Jr.P.E. 4 FLMOA Us./44167 S SHEET P.E. S'EXCJS;i h6E/DATE 6 14 OF 20 i MAXIMUM A.S.D. DESIGN eRESSURE RATING (pW ffi,,ffRagSPQNDING MAXIM ULE FOR A GIVEN MAX. SHUM SPAN. NEGATIVE A PRIESSURE RATING OM &&W"E. (StE moURTInDs ON SHMS is& 17). !S;7- F--ZZ SOUTHERN PINE No. SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G-0-55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 1IL G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W1 MIN. G-0.50 W/MIN, G-OA3� W/ MiN. 0=0.36 PLYWOOD o0=y§w/ W/ MIN. 0-0.43 MIN.0-0. W/ MIN. G-0.36 MON SPAR(to WALL MOUNITINcS CFJUNG MOUNT T WALL MOUNTINGS CEIUNG MOUNT T WALL mouNnNGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS K N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS RO. WALL BOUNTINGS 8.0�WALL MOUNTINOS B.O. WALL MOUNTINGS IN& x W & x W & x p & 0 S&V S &V S.&V 30 ��90 ilZ05130 75 so 05 0 o 30 40 60 75 90 051-40 1 SB175 F90105 n '1"0 SO 75 30 140 160175 190 hOS 30 40 60175 DO FO51�301 4 6 175 190 1105 .40 60175 go 051;0 6OF75790,FOB 30 40 60 75 JeO�105 �o 401601 �04 LESS 12 10110 8 - 6 a 12 10 1 9 a a 16,11,1111, 6 6 6 6 12 10 TO 3 8 8 6 6 6 6 6 4 4 4 a 2 12 2 1 1 I'- To 4--l' 12 10 10 9 8 8 6 0 6 6 6 6 12 10 10 9 a a 6 _6 0 - 6 1-2 'TO 1-0 9 8___8 _6 -6 _EF 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12. to 1-0 'SkW JO_9-7 T 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 5 6 5 4 4 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 F04 ' r T-T 6 6 6 61 M856 12 ED 6 6 4 3 12 12 12 - -6_5 7r r5 12 70 -CO 6 35 e T-6 -Z-VU V-9'--4 7-SX TF T2--1-2-TF i-f TF T2 *1-2-T72-r2-T2-T22 I i-2 -1-2 12 10 8.5 61.V lZ 10 10 9 8 6.5 IS 6 0 6 5.5 4.5 2 10 to 9 5 6 6 6 5 6 g ...... ----------- '05 0 [12 2 '2 '2 112 1 2 0 6 � 6 ' " I '2 '2 0 T� 12 12 12, T To 2 1-21 2'e 7'-Cr 12 10 10'S r.5 4 6 a 6 iT U 4 12 to to 9 T 6 5 -6 T_-4-T-5 72-1-0 1-0 7 3.5 6 6 6 5 4 15 6 5 4 4 12 12 12 12 12 12 12 12 12 12 12 TO 12 i-2-TT I o' 8.5 75 ,12 _Y---10 10 4 - 6 V_5 rs-375 7 5 4 - - - 12 12 T2-T2-TF-i-2 TF T-2 72-T2-WT 9. 12 12 111.5 9 7.5 6.5 __87_0* 2 10 10 TK-Z-5 Y W_-g--6 _T V 3.5 12 10 10 6 3.5 - 8 T_-5 Z-5 r5 12 ------ 9,-Cr 12 1 3.5 - 6 T_-!F5 TE WS 3 12 10 0 4 - - 6 6 4.5 4 3 12 ITO 4 3 - - 6 1 6 ';_5 -3 15- - - 12 T2 12 12 )Z Mt 12 1 Q 112 114 9.5 8.5 12 12 to 8 6.5 5.5 10'-0' 12 10 7,5[44' - - 6 6 5 4 3 - L2 -4 T5 _T- 12:10 3 - - - 6 - i-2 -12 _�2_12 11.5 12 12 9 7 6 5- 12 10�&5,- - 6 6 45- - - 12 10 44- 6 5�5 3.5- - - 12 - - 6 5�5 4 - - - 6 5 12 12 12 j2 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 T5 L2 10 4.5 - - W - 2 0 5 5 9�5 a 12!-0* 6 t2 40 5 3.5- - - 12 t2 11, T2 6 12 t 11,51 74,6 1 5, 4. 2 12 to 8.5 7-5 2 .21 7,5 5 6 ES 7 12 12 8 12 t2 10. 8.5 3.5- il- - 7 YE Nfl 10 6-44 12 7Z 1- 6 6-4-5 T�2_ 2 12 . T 10.5 7 5 4.5 4 IN-0, i2-TO- V Rls 12 10 V 9.,6- 5.5 4�5 12 7 Use Ts-__ 16.51 3 * 3 141-0" 12 :2�:-n-7 -7- 5.5 6 3 12 12 12 9.5 12 12 9.5 12 9.5 ts'-W 12 - - 5 12 -!F 12 12 It 9 12 12 &5 7 6 T2_9 16 5 4 - 7- 5 -551-4 12 - 0 6.5 5 1115&ST -5 H BLADE OR nl HV BLADE W1 HV WINDOW BLADE WORKINQ IN UNISON* OF USE S", 1* U + NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WAU_FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS', 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWINQ, -SOUTHERN MIS N.,2 W/0-0.55(N.0,S) -1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY LTW.SUILM W/MIMMUM EUSEUMEAN'AS INDICATED AT -DOUCLAS FIR W/0-0,50(K(LS) EACH SECTION ON SNEETS 16&17. -SPRUCE PINE FIR NORN W/0-0-43 QMS,) EXCEPITOIL SEE NOTE 2 BELOW, -SPRUCE PINC,FIR SOUTH W/G-0.38 2.ANCHOSS TO HOLLOW CEILINa SKILL BE AS PER MOUNW4 TYPE U.SHEEr 47 AND SRkm CONSIST Of -mitt,1/2-Cox PLYWOOD(Igas APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.AUCHORS SHAUL BE INSTALLED f0U.0WM ALL OF nit RECOUMD40ATIONS AND SP90FIaLrIONS Of THE MCHOR'S,MANUFACTURERL fi FLORIDA BUILM CODE(Ron High VelocitZ Hurricane Zone, C2017 XTECO,WO� OIL . ......... 0 2017 EASTERN LIEFAL SUPPLY,INC, \�CEN&**--. --BERTHA HV'rM x Accordion Shutter System A.S.S.Aw KV.BADE#1 W/OR W/O KV.WINM MADE Amerlean Shuffer Sysfams qCV-11c DESCRIPTION DATC TILLIT TESTING & ENGINEERING COMPANY _ DRAWN.W. I.C. Association, Inc. I OLD 15-085 07/27/17 DAM 07/27/17 N55 OX WN SI�St.,305,VIRWAA CARVERS.FLOW P "M 4268 Westroods Drive 2 111 lu V� h..:(305)871-1510,To*:(Z0S)87I-t"I DRAWING No ...... _IfL taidt .11- West Polm Beoch, FL 33407 -3 0 ta-0006,119 WALTER A 71LUT 4 P.E+ 4 07 FLORIDA tl.�if 44"57 5 S5E!F' P.E. Sk�S&kVk/DATE 6 15 OF 20 -��l-N-S--T-�ALt:A=T-ION�DE--T-A-ILS�CYN�E-)(1-STI-N-G=W�������� HV+ BLADES (AS APPLICABLE MAX. SHUTTER SPAH L+ OR L— FOR JNSTALLATIQN!�_INTO WOOD VITH HV BLADE Cl) QNL� $HAL wAL L nNis" BE LIMITED TO 105.0 12$f. A.S.Q. DES1%] PRESSURE-RATING, SEE Z T 9 FOR MAX SPAH & T�4�0.TAPCCN OR A.S.D. DESIGN EIRESSURE RATING FOR INSTALLATIQN WITH BLADE 0) WORKING IN Qljl�QN N WITH AOVA14CED THREADFORM TECHNOLOGY 1/4,0 lll�ITll OR TA;:.. ADVANCED THREADFORM TECHNOLOGY �A.PENETRATION 1/2-w V T1,412ED,AREA To PENETRATION Or THREADED AREA TO EXISTIING 0 AS wt.SEPOKPON TING WOOD"EAGER, WOOD HEADER.(SEE SCHEDULE ON SHEET 15) OR TO CLASS(SEE (D BE SCHEDULE ON SHEET 15) 1/4"0-20.3/4"S�S,UACHINE SCHEDULE ON Shal d SCREWS W/1/4�-20 NUTS 11 fOR BLADE A ON SWEET 19&AND___ I'MIA. 0 12*D.C. EXISnut; BLADES W WIN I a GLASS--4 rE 0 WALL OR 7. if FINISH ORO �_TING MIN, I i ,, W4300 EXISTING MIN. i'. , 11 sc� M`A I OR k H60ER RECTUIRED 2"x4*%%'ODD 1/4*0 TAPCON OR TAPCON WIN ADVANCED HEADER PEOURED THREADFORM TECHNOLOGY V11 1 1/2 EXISTING I LM SWARKIION :-::i —MIM PENEtRAMON Or THREADED AREA TO GLASS----I To GLASS(SEE GLASS A EXISTISfiCHEVOOD HEADER, =S FOR 2.4'CONT.SILL & (S r GURr ON SHEU 15) 1 FOR SLADETAND CHEOULE ON SHEET I I ScHBotILE ON EXwNO �—(SrESSEPARAT,CW To GLASS_, I PLATE REOV (�)HV WALL HEADER INSTALLATION @HV WALL SILL INSTAI I LATION &14V WALL HEADER INST-ALLUION --T 'C SEPARATION TO GLASS EXGISATG MIN. SEPARATION TO'GLASS (SlEE SCHEDULE ON SHEET It)- 0GSjX; —(SEE SC14EDUE ON SHEET II)— EXISTING miN.sEPARAnoti to mm 'I GLASS GLASS �040 CON"(SEE SCHEDULE ON SHEET 11)-1 11, PLATE h RE USING 1/4�-20 NUTS H'T /4-0-20.3/4-S.S. IF 'VACHWE SCREWS W/ 1 0 12,D.C. T 7 1/4-20 NUTS 0 12 !7" riMSH WALL. OR@ F PT 2.4'COWj 'a I WOOD PLATE LEO---ED- -I Min. 1/4-0 IAPCON OR TAPCON WITH ADVANCED EADFORM TECHNOLOGY W1 1 1/2- VIM PENETRATION OF THREADED AREA To 1/4-1 YAPOON Oft TAPCON WITH ADVANCED PLATE 03 CcNt THR EXISTING WOOD HEADEft. SILL TAPCON OR REV THREALrORM TECHNOLOGY W/ 1/2 VX.N w"AUVANCE t-SEE SHEET 4 FOR TYPICAL D', WALL (SEE SCHEDULE ON SHEET 15) MIA.PENETRATION OF THREADED AREA INTO PLYWOOD 7HRFADFC!RM TECHNOL& SHUTTER ASSEMBLY. ILI FINISH EXISTING MIN,�2* , A�� (SEE SCHEDULE ON SWEET 15) p I/2�MITI.C.\k" STUDS 0 16'0. LYWOOD REQ'D. W1 -Min PENETRATION OF 2ZOUNTINQ SECTIONS CA"BE F /2 L MAXI,__.� THR"Ani�INTO PLYWOOD COMBINED III ANY WAY TO 1/2'Min,COX PLYWOOD REVO. WALL INISH�� I, REWO,PLYWOOD Be (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION VEXIStING MIN 2x4*STUDS 0 16'D.C.MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD To BE A17ACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SEE.�JAV.S�()F_U E.OF .. I . S (b �21 SECIICN 2306 Of THE On HV WALL SILL INSTALLATION N S IaOF THE F�B.C, F.B.C. HEEI 'GE H 7234'W I INSTALLAMA FLORIDA BUILD1111 CODE(Ron High Velocity Hurricone Zone: 02017 TIIJECO,INC� 02017 EASTERN METAL SUPPLY,INC, WERTHA HVTm Accordion Shutter System L E KV. RME#1 W OR W10 KV.WNDM MADE 77 Q_imc. AwSwSnA TILLIT TMING American Shutter Systems 1tv.K. OrStRIP11014 OATE DRAVVU St LC,— a . Assoclatidn, Inc. I OLD 15_085 DATE-- 07/21/17 & ENGINEERING COMPANY Sw.30. sq 4268 Westroods Drive (.105)871-15-10 :(.105)871-1531 Z DRAWING No ORIDO --Mcp�UR-000t. West Polm geoch, FL 33407 3 08-0006719 17-107 WALTER A TIL J"P.E. 4 0 FUDROWU�MT'44167 6 SHE IP2-imur-ODATE 6 N6 OF 20 =I:N-S=T7A-LL=A-T=I:O:N=DE-T-A-IL�S�ON=-E�X-1-S-T-1-N'G=WGO"-- 'QILUINGS� ALLSFAV—+ BLADES (AS—APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIQNS INTO WOOD- WITA HV BME MONLY WALL FINISH SHALL BE LIMITED TO 105,0 psf. A-.S.D. DESIGN PRESSURE BATING. SEE SHEET 19 FOR M_ x SPAN & DESIGN LOAD FOR INSTALLATIPN WI H RLADEQ)& j 1/4*0 TAPCON OR - & )YORKING IN UNISON IAN.— WOOD� EX"IrING —i-77-17T—T -7 - TA4,CaN VW7H ADVANCED 410' 7" `7 EDGE (IF APPLICABLE) THRFAOFIO M TECHNOL013Y REOUIRED. W/ STRUCTURAL AOEOII*LV Z--= Mi..PENETRATION '0I;S2W/S4S&S. OF EXISTING WOOD BEM; OF THREADED AREA TO 1/4 PHIL. TR. I HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. Wn. MACHINE SCRE" REQSTERED ENGINEER OR (SEE SCHEDULE ON SHM is) --20 NUTS tUTEcT PRIOR TO i=A TRUSSES OR L_ —/-EXISTING WOOD i W/ 1/4 AN C 2. 1/2. C ED 0 12*D.C. SHUMR INSTALLATION. RAFTER 0 24� t O�C�REOUIRED TAPCON on EXISTING SOFFIT OR N WITH ADVANCED YAP. 91 i L 9 1157- THRMFORM TECHNOLOGY 3/4*Uox,TKX, :2 un-' W /2'MInA PENETRATION 0 EG- CONT.ALUM.TUBE 0(TIHNI Olt 10 L (606_-j�ALLOY)W/ EXIST G WOOD HEADM OPTION& IN FED1'11/1'/ a-O,C. I 16 0 LAO SCREWS 70 (SEE SCHEDULE ON SHEET 15) or @ or R)CN"RAFTER OR TAUSS. or @ or @ MIDWIDTH OF EXISTING WOOD LOCATE LAG SCREWS AT EXISTNG MIN 2 x4 MEMBER,(2-Min.NOMM4 HEADER REQ'0 MIN SEPARATION TO GLASS It OPEN HOLE AT EACH MAIIH)W/2'Mill. STUD To ACCEPT PENE7RA710H Or THREADCO (SEE SCHEDULE ON SHEET It)— EX157ING I SCREW AREA.VALID. GtA!5S_ INSTALLATIONS WITH 72pst t AIN116'r .1 TUDE. LL" ":A.S.0 DESIGN LOAD An W-0-UAX!SPAN,TKS 'No ' = 1 v. w GLAss EYVASS N. BY WALL HEADER INgIALLATION INSTALLATION IS 014LY VAUD I r-A. _L(D wa FOR WOOD W/MIN SPECIFIC at S�m to I IL OR to GRAVITY OF 0.50 AS DOUGLAS CDT 9 FIR OR SOUTHERN PINE No. 1, mant Qj&I WEET 4 FOR TfPICAL ShUTTEA ASSEUBLY I awAm 4D&I —(DOR (W OR COUAL 2-14001411,44rcmNs CAN BE Coultudo T BY CEILING INSTALLATION IN ANY WkY 0 SUIT Alff INSTALLATIOM WHIlit CEILING I TO IF III%smmhxti I .=6 1 SEPAPIAN-TION MIN,SEPARATION TO GLASS EXISTING I I I FOR oxx a)AD TO GLASS SCHEDULE ON SHEET lir— GLASS"" ON PAU leg I DADM0 �(s-E SCHEDULE EXASTING G I Otr4 SHEET 11) 1 ALTERNATE, Ex WALL 3/8 w". Is"N. 2-xS-MIN,;&'DOC nms jIOXJ 4'HEX V'ASH/ (D 3/8 R FAD TEK DECK REQUIRED, SCREWS 12'ox (NO FINISH 21.6*MR4.WOOD---�, An Da-Rf, AUOWEO) Rr FINISH EDGE EDGE OF DECK EDGE Or DECK OF Leo IF APPILI LE QECX IF 1/4 E. APPLICABLE IF APPLICABLE L11;S!0;3.,4S S.S. 0a TAP'ON OR HEAD i2 p -0 TAPCON OR TAPCON WITH ADVANCED 2x4* Ill. I t TA CON WITH ADVANCE MACHINE SCREWS 1/4 THREADFORM TECHNOLOGY W/1 -2 THREADFORM TECHNOLOGY mill, 2r,MIN, 0 NUTS 1/4-o TApCON OR TAPCON WIT ADVANCED THRIE11-1- MIN— PENETRATION OF THREACIED W/ 1 1/2' 1 1/2'LCIL PENETRATION TECHNOLOGY W/ 1 1/2'MIn.HPENEMT4011 OF THREADED OF THREADED,AREA'to AREA to EXISTING WDOI RIMER.(Set EXISTING WOOD"WER, AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) SWEDULC ON SHEET 15� V (SEE SCHEOUUE'ON SNEEt 15) @-HV- FLOOR INSTALLATION HV -WALK—OVER-INSTALLATION- —WALL SILL INSTAILLATIOU- FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone', Mx-.......... 02017 PLTE-CO,INC. @2017 EASTERN METAL SUPPLY,INC� I, BERTHA RVm v­ ALLOWED) CAB Accordion Shu er System A.S.S.A. KV. R"#1 W1 OR W10 KV.WINDOW MADE American Shutter Systems 4EV.No DESCRIP1109 DATC SVt Lc� & E GINEERING COMPANY TILLIT TESTING "TE. CAM06.FLOR .131 Association, Inc. I OLD 15-085 07/27/t 07/27/1 n h .131 63*5 NX Ult,SW St..20,VIRQWA MoOft.ftWCA ptotil t(305 F..t(30)871-1531 4268 611estroods Drive 2 N . ........ 3 -DRAWING No West Palm Beach, FL 33407 ED-0006710 4 17-107 WALTER A.IM Jr,Pf_ FLORIDA L;tLy#r 44,67 5 H ET 6 P.E. S RE/DAJE 17 OF 20 i END INSTALLATIONS (1) HV BLADE OR t1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS x•.A',ma,roa0 5(u05 Two, Y.e UN."M F ST"OS At0'0. WOOD STVOS. 1/1'r TN'CON - (As xPraivme'y \ /K .wa+aa c.e'0.c rJ} :I AO uw. Moa,sTans tt /J I M i I1YRi"1Vf0 �I liput ALL) NUL4'1 \ / b7W5 GN Wt aW. / ( y„t t t I ru+v.1 tJ 1/7'PPJRm11SSW11 11(_" !8 Ta 3z COX !I Jfv°SN tx6TnM cvas }' PITkOW IF NO '"^+1 6TN0g oasT. Tmstur wss' ED T",cuss i // \ lazwa cuss / \1 fal lPu'"LYiOCox -•...1A, 1 3� � � If Ea \t I i mSoAKQM `^.-i/2'".tax t0 fiJSS t5(E Wl LfN — uta 5DWUJM a (set PLwrooO. — 50EOAL oN 9m ro a.ss M 1/7 wn.Chi To nFss t� 5aEtut W 1116•,)• 11 FM CxAM TO" sum"Ot 9EET fLiT.pSO. - `.4tOliE aN sFt7T 10l7�`�EEi 14 AC tlosa'»I6)tONt itn91 i/7•WN.Cvx Oi:TEST i4 rCH I I fiq BAlE routr 1/2 ,1 fat 9UOC rouo px roy 1 IWR.0.05M R\K005. 11110(D29® W4L71r d19Et719 FTIi �- 0!aEII 19 iVi MIF twuiCnNmfa�csme� FT E7 FaiOf�f0+1/2'S.'s oll ac. ito.f/7'sus. !%AP016 OC, � 8 . MAT anan a 7 1 OR • ,( SIX tlCp.R x fUR 1 OR,9` I I sE[Oflkt x TO «[�«©•Qr-ep l✓ .. ea T c £-61 O .f f3« sot coNxccraN •�- •t 'vJ'�• «t .6 O-c - %•£• .Q�• •(•.f,'7.�. to Two's �5}•-+- i.@-fJ3•J4 CJ•70•�•J•O.6s- �y"S'�"II""t%'Q�` O.O•Ln-©•U7•t�- ©•G7•Lt+-�»©•�� 4a•f4.3•C�-�,(moi. �•O•k'T-O,C7}•t�. �.,�q_t�•ts•`J•fL• 4.�•�4.3•�g••,�je•Gz*,- ®•L�-�•4#-@•p, �•ga•p�.�.p.p. ©,is•�.L•�.t� O•L�-Qt•i�-�•� ® END CONNECTION DETAIt'�} END CONNE�TIQN DEETAIL TAI (C8„? E -� END CONNECTION DETAIL 9 ND CONNECTION DETAIL L C3¢sTlh'aI Ht00F1Ya SKY foR spx s ORWER Ts n TY-a- i Nsz 7'.f•uul w T/�•.Tuxm u+chals ft�'r lutxsN uKNaAS iO,ljY S."5. •' N/1,t7•"Sr, wt 1 1,/7•*A Ola ac � lxrnuia aLM155^� j('P647PATIOt!O 17'aC pp,(}q,1h{ry O 12**A "r1 T41 �---ti— / 1/2 "a 5>�tr Vw 4 SEE UAtt A71pN5 OF USE FOR �+ + _ 11 rrn fue 0)ua 4 BLADE(DON SHEET 19 TO 0.K5(SR �.. OI a1EtT,@MR A ----- 1i,tpaAY.9w•a{ 1 t i \:l t W.xS b� �✓ aN 9Etf,n faR 1/7•"w Y -—_--- - Aa•Qit ---�-.• 4 TOR • ' 1008 y1� 4 Ti,` } Bao®aaQ,aa to v •+,,. 6• a .3- /�?00113+aa .cati$ W .. q�-C4-C�•k3•C4J-@t•C3« `�-wu nv�f 7•.�•cul xoaa wua,� �-Cl O.O-!4 L ,o.,6-6-g-Faj.9« STL05P£V0. {w91 �7�- t�-9i - ULAN NAIL X END CONNECTION DETAILQI NE D CONNECTION QETAI - urrd""""'.. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO,141C, 02017 EASTERN METAL SUPPLY,INC. \GEN ��, BERT ISA HVTM `� ASIA r` Accordion Shutter System MIL E C iJ �Nc. ■ • ■ ■ Ku a1DET w1 OR W/O zIv xtroow ' American Shutter SystemsVATC * ft LC TICCIT TESTING & ENGINEERING COMPANY Association inc. Iry tN aLD. DEzaS 085 7j27/i OATG1 a7j27j17 r �' ••., lass"w.36m St.Stt.305•iMaaM C'gov's.rLom,57,6 r e� `L '• Phew:(305)071-1530,fox:(305)871-15]1 4268 Westroods QSrlve 2 DRAWING No '•'•^,7 "' \�.' o-m a:(30006719;� West Palm BeaCh, FL 33407 3 '.,•��N/t L..'�N�'•.•' WALTER A.TIWT Jr.P.E. a 1.7-107 P.E. SEAL/SiGNATUftE/DATE FtORo` 'i<;alt r 5 SHEET l 18 OF 24 -- --- _ - I -0-t(S�-@043GENLIMITATIONS AND CONDMONS OF USE FOR BERTIM -,*)My R[Ang ACCOR WORKING IN A C- UNISON' r 1.MAX.AS.D.DESIGN PRESSURE RATING:+110,-110 p.e.t, 2.MAX.SHUTTER SPAN:96• 3,ALLOWED UOUNRNGS:A.D,0&H ON SHEETS 6.7:AS WELL AS MWfM_1iGS U.O,T.U&W ON SHEETS 16&17. ONLY CENTERIAATES (BOTH W/�4 OR 2. ARE ALLOWED WITH�!J ARPht�QE�INA OR OPP651nG OR(, IN GSE OF OPPOSING $�ep�yL 1y OMT,G45)UUSf BE INCLUDED ONLY AT EMERIDR ACCESS SIDE OF 16 at✓G CENTERMA E. TYP.CC END • • • • , I t At A� r r r� 5.(A)HV WINDOW BLADE Q SHALL ONLY ALLOW A VMIMUM OF 5 OPENINGS (3'O HOLES)FOR�+PER BLADE AT SPAC44GS SHOWN ON SHEET 4. MAX.5 WIN001YS d (B)URL CIFAPANCE FRgq TOP OR BOTTOM EDGE OF W"DOW S ADE'`•y t t t t `r• + r t OF ANY 3'O NOLE FOR(49 SHALL BE 12% AIiOWM AT iTV u°'i t - ,�, 01 WINDOW BLADE( (C)FIRST OR L3kT BLADE CGUIR0 OUT FROM STARTERS AT ENDS MAY BE HV WINDOW$ME • t t t t + (0)HV WINDOW BLADE©UUST BE USED ALTERNATE TO A SOLID W BLADEI,,,,A THROUGHOUT SHUTTER'S WIDTH. f 4 (E) NATTS SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUD NY O • t • I / p l3f! fill Y^� . x B1Al.E 1 AT ETRTER SIDE OF THEM. _ SEE END p33Mi�i,, (F)POLYCARBONATE HV WINDOW�r SHALL BE INSTALLED 5D TADS FACE L J Y- /,l��A�� yL nit WTERLOR OF THE OPENING BEING PROTECTED.HY YDNDOW DUST i CONNECTION • + • >' Lr j ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY ASSA, DETAILS ON SHEETS • • g a.lj „ INC. 1 0 & 16 TYP, S b FULL HEIGHT.— Ag 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE g Q BUIMNGS ON SHEET 15,AS LIMITED BY SPAN AND DESSCH LOAD(SEE NOTES i &z ABOYE). b a 7,SEE TE OR R CONCRETE SCHEDULE FOR RSHKELATK7N5 R47Q POURED C� CONCRETE OR CONCRETE BLOCK WALL ON SREE'IS 12& 13 AS LIMITED BY JLSPAN AND DESIGN LOAD(SEE NOES I &2 ABOVE). &MIIDMUM SEPARATION TO CLASS SCHEDULE,PER ASTM F-10661 (SEE PLAN FOR REQUIREMENTS) D I{ G !TOP&BOTTOM ty 1 oqi oq El - NE MINIMUM SEPARATION TO GLASS NUMNEO WIDTH- 3 1. EVAT ON MN ""BHN TO°`CR 6,25 EXISNNG GLASS SEE SCHEDULE E SHEET L FOR BLADE CV A`i0'ON Tt45 SHEET FOR 9AL'A'S CD& _—_—___ _ _ - ALTERNATE OPPOSING CENTERMATES 2 22 W/S'�6tF1Cif-RIOR ONLY) 16 I`� I / / � �'�� ND W/24 Q(�y�� (SEE NOTE 4 ABOVEI / VA ,� 1 (4;I TYP. 5YIA1 RiCA��CENTERLUTES V �`�— l�JLwlscc b � `1 I'll(2C_OR y�5)ALtD T "1�� I ) W/O 5�(SE NOTE 4 ABOVE) PSN"" \��" 4%Kg TYPICAL C17 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE dA SHUTTER* --- 41""OilA{f!3Ct,,. t, FLORIDA BUILDING CODE{Non High Velocity Ft Nurcane Zone 02017 TILTECO.INC. TL'J 2017 EAStERN METAL,5UPPLY•INC. TM BERTHA Accordion Shutter System S S A� M.V. BLADE/#1 W1 OR W/O FLY.WNDDN MAX '� '• a TIWT TESTING & ENGINEERING COMPANY American Shutter Systema Ev.N OESCRIPNDII DATE DRAWN BW I.C. Assaciction, Inc. i OLD 15-085 7127/1 DAIE' 07/27/17 2(,1 ,c a36s N..3a aL s e.dcs wqc ttA CAROB'S.FLOFTA uta 4268 Westr°Dds Drive x Fn0A0:(305)671-1530.Fax:(305)871-1531 DRAWING N0 ••' 1`,'I0-m0:1:t1taa0aM.carn �r EB-0006719 West Polm Beach, FL 33407 a 17-1"67 7_1 67 ANAL WALTER A TIWT Jr.P.E. 4 FLORIDA Uc.0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 +/2.0635 7­ - W_STALLkl­ON S W/ HV BLADE & HV CENTERMATES Mtn A-. RUX 1 C .0 n. Mn VARIES 2'Uox, T- 0-60 GALV'STEEL OX METAL STUDS AT 16'G.C' 41 INTO METAL STUD WALLS --------- 0 6 ad. Q .-n 51 1/21,[4"a NOMINAL - GENERAL LIM9MONS AND CONDITIONS OF USEALUMINUM SLE FOR [3ERTHAQ)HV BLADE ACCORDION SH=R 6063-T5 ALLOY 1 3/4'.r 1/4'X 0.033-THICK MI#, SYSTEM INSTALLADON TO METAL STUD WALLS ASW _'5 GALV,STEEL TRACK .O.C.r% ASW,_'53 GFME 40 IrfrT62' 0 6*O.C.CSEPARATION TO GLASS SCHEDULE 3.000" MVANIZED FASTENED TO SiUDS 91 r—max. MSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 fpsf) WTEAIC/(2)R&g Ifill 2 MTEO�SCREWS ON "-fa........ NFACE i AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM ASTM E-1996 SEPARATION LENGTH i- I' MIN.SEPARATION EXISTWO To CLASS 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS (SEE SCHEDULE) 43 1/4"1111-200' BOLT 4. ONLY JENTERMATE(�2 W/(24 )HV LOCK ARE ALLOWED I TH 3 MUST PENETRATE @�1' WITH 21 ARRANGED A SYRMETRICAL LAYOUT. U 0 USE 0 (2)n35 (6- LONG. MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.6 114*.0.03,5*THICKEXISTING FINISH INCLUDED AT-MERIOR OR INTERIOR ACCESS SIDE OF 1 171' U, 1 .050' Our,CALVI STEEL TRACK 0AS APPLICABLE CENTERMATE. .25D' ASTM A-053 GRACE 40 ifil.-'�%c 11200 FASTENED 70 STUDS N 430 N4(23 JOKI/2'TEK SCUWS CII O.C.� 0 6.N PAOR&EXTERMR FACE O.C. f 1/4'0-20 THREADS BLADE SLACK DET-43L HVF IS ALSO VALID FORI 43C J/4"0 EM0 CONSTRUCTION 1/2 12 38 CENTERMATE 21 APPLICATION WITH BLADE IQ PRODUCTS FAR-LOK HD 0 1 1/2*.0.035'THICK W wave s. 0 6"O.C. ASTM A-653 CRAM 40 COMPONENTS Mf`L C SO MV.STEEL MS WALL HEAQ_ER/_S_1LL INSTALLATION MST NG FINISH AS APPLICABLE SCALE. 3/8-- 1- ETAL STUDS AT A 16'D.C. t in. :; (rrP.'TOP&BOTTOM) s'TTd il/41 0.03r THICK MK STEEL TRACK CHAtINEL 7EXIST-ING GLASS L---------- TCO'N. GRADE 40 W..0-60 CALVANfZED FASTENED TO STUDS SYM?A1RY6L'­' INTERIOR&EXTERIOR FACE VARIES 430 4 4 C 5 MMEY&AW/(2)#6.1/2TEK SCREWS ON 7 CEN GL45S ERMATES WZ (SEE SCHEDULE) Sift INTERIOR ACCESS SIDE. ----------- ------ --,-I r--- --------------- W6.Min.) IN 24----- ---------- —* y ----------------- ----------------- ----------------- - ------------------ - ----- ---—----------- ----------- 2)42 21 21 LOCAL D AT 12 HV HEQER/SI ENDS -------------- --- - -------- ------- VIEW Y 4 TyP_)_ -7- 3 (.6-Min-) \-f2 4) �6 1/2'MAX.SLACK SIDE--CONNECTION TO TRACK (Cont.) BYA AVB BLADE SLACK DETAIL HVE MM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �14'is"­�T 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA-H-VTA Accordion Shutter System N' A.S.S.A. RV.SIADE#1 W/OR W/O KV.WINDOWMADE ECO American Shutter Systems Irv.K. DXSCRIPL3014 DATE DIMA"'I Ert- L•C Assoc I 7/1� CAM- 07/27/17 TILLIT TESTING & ENGINEERING COMPANY lotion, Inc. OLD 15-00 nr 8 Westroads Drive :p Ph.o (305)1171-1530.fax:(305)871-1531 426DRAWING No ­0,t4ww a ­ West Palm Beach, FL 33407 —3 0 A 1101?� 4 17-107 *'-*'* WAVERA.IILUT Jr.RE - FLORM ti.1 44167 5 SHEET P.E. SR Ef E 6 20 OF 20 1