The URL can be used to link to this page

Home My WebLink AboutProduct Approval 2/11/N2,0 Florida Building Code Online 01— �4 BCIS Home ' Lo In User Registration " Hot To ics SubmitSurcharge e ! Stats&Facts Publications Contact Us * BCIS Site Mae I 9 P g i p i Links Search Foi;t�a i Product Approval cz USER:Public User ii—i Product Approval Menu>Product or Application Search>Application List>Application Detail ,Y FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved REVIEWED FOR Comments CODE COMPLIANCE . Archived ST- LUCIE COUNTY B®CC Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email • le cony 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..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. i Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC,, INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1) PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 389.1 Bertha HV Accordion Shutter-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_ 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. 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 SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load 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 of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1_1 1121 F01 R, https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENE RAI NOTES: 1.BERTHA H.V.ACCORDION SHU1'lER SYSTEM SHOWN ON THIS PRODUCT EVALUATIC14 DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDNNO CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND BE INSTALLED riTTHSASDI�RECDONAUTY BE FACTOR Kd 0.85.IKED AS PER USINGON I620 OF T14E ABOVE ASCE 7 10 AND SHALLTIONED CODE.FOR A BASIC WIND SPEED NOT EXCEED THE MAXIMUM(ASD DESIGN PRESSURE RATINGS INDICATED BY THE JURISDICTION WHERE SHUTTER WILL T,�IBLE OF CONTENTS ON SMELTS I1 THRU 15. 19&20, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 Stall BE FIRST REDUCED TO AS.O.DESIGN WIND LOADS AREA 1: HV BLADES n & IrA BY MULTIPLYING THEM BY 0.6 IN ORGERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER MESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ICON USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN V=. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER TYP1CAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS; TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE Q !0214.01-03,#0715.01-03.#1044.01-05.01214.01-05.#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 t3?AND [IV..WINDOW..,13 ADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE -HV WINDOW BLADE @ 10505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,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 IRSTALIATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV ELADE(D AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135,0 ksl YIELD STRENGTH AND IBO ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMAE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WT1H AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS.30.0 ksl AND 35.7 ksi FOR ACONNECTION DETAILS 1-B, CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi UIN.TENSR.E STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SKALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTIA A-307 GALVANIZED STEEL,OR AI5I 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q): 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE OO & WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 &THIS BERTHA N.Y.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 15456.179 ISSUED TO EASTERN META.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 AREA 3; HV WINDOW BLADE ONLY fi lA ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4: HV WINDOW BLA {1�ONLY CENTERMATES AND ENGAGE OR LOCK ALL KV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SK41L BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE MEN SECTION 1709.9.3 OF FLORIDA BUILDING CODE.014E LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING ARD ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:La.WHERE THE SIX CONDITIONS DEVU.TE FROM THE PCO. (0) CO CONTRACTOR ILL 0£CONSIDERED DOCUMENT. IF CONSTRUCTION ANY ETY A 0 INSTALLATION tNCLUDCONTRACTORS LIFE PONSIB OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SLIT DOES NOT OLVWE FROM OBTAIN(�PERMITS IN THE -1- OF THE CONDITIONS DEFACED ON THIS 00FOR THE CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FESSAFETYl OF DRAWING SHALL ONLY BE USED TO D. ALTERE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.0-R.)FOR THE PROJECT AHO WHO WILL BE R PONSiBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTINC AS A DELE13 iTED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWiNOS FOR REVIEW. (o)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' LIt "� • „• /rr � 02017 TILECO,INC, . (A)2017 EASTERN METAL SUPPLY.INC. ...• ' �GENSS<r ..`' ._,,._. BENTRA HVTM 1L Eco INC. A■ ,■ BlA• Ace ordion Shutter.System H V. MADE#1 Wf OR W/0 FIV.11tNt)ON SAX *; American Shutter Systems £V,N DESCRIPTION DATE DIMWN ft L.0 L G ,PJ ♦ TILUT TESTING & ENGINEERING COMPANY jr \ Assoclations Inc. I OLD 15-085 7J27 1 WTG o7t27117 +V tit 6M Nw.Sass SL,sa 3D5.VMOWI)Dr,noalu 33144 4268 WestrOOds Drive 2 �•s,• Qc-, ql--� PAsne:(305)871-1530.Fax:(305)871-1331 DRAWING No �tY`(t!�4 Cal .1Yt a m EB VOd3067191.Cam West Palm Beach, FL 33407 3 17 �7,`1 Q7 �NAlti�1.1. WALTER A GLUT Jr.P.E. FLORXIA Lia 44167 3 SHEET P.E._ttA0§IF,t`IA`�URE/DATE s OF 20 LADC Q a H VARIES 4 o a 49 2 4,857" ty HV 54L10BLADE (�)IJV UNIVERSAL FLOATER (jj)HV 9,9!/180! STARTER OUALIFIED TOR USE W/ COVERED UNDER US PATENT # $458179 QUALIFIED FOR USE W/ KV BLADE(D (�)HV DIRECT MOL14T W BL40E Q) HV WINDOW BLADE" 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 KV 6063-T6 ALLOY AND TEMPER BLAOEnl (A . 37= -SEE Ll DNS OF USE OF GLAD ON SHEET 19 6o63-r6 ALLOY ARD TEMPER 324*- 60 - TEMPER 3.22-e 115 .085- q- - I RQ` I,- 670" - ' Ii 3,656, IL ODW ry a72 842 _A.897' 36' 12 .......... 7 HV _ADJ. �� 4.412.920 1.371' 0072" 226' 7 OUALIFIED FOR USE W1 KV @)HV WALK—OVER TRACK BLADE(D OUAUFTED FOR U3E W1 HV (LD JJY TRENCH TRACK TRACK BLADE(1) QUALIFIED FOR USE W/ KV QUALIFIED FOR USE VV/ HV 6063-T6 ALLOY A"WO TEMPER BLADE(!)ONLY. lJ HV RAIN(WARD BLADE6063-T6 ALLOY AND TEMPER ouAunED FOR U01E W/ HV ALLOY NO R !21 VMES 1�93V BLADE k1t I. 1-2w VARIES 1.936* 6063-T6 ALLOY A 0 TEMPE as Der r Rl .125 60* 093* f .09 O. 1 670 a- 670 i 1.686- 3522, HV CEILING HEADE HV_11EADERAILL 103 H D CEILIOG HE QUALIFIED FOR USEL%V� HV EILADEP)ONLY HV E 10 C4) ER/SILL 0`0;(LIFIED FOR USE W1 HV BLADE I'ONLY. 6063-T6 ALLOY AND TEMPE QUALIFIED FOR USE III SEE SECTIONS FOR VAUffpSECTIONS F fly. QUALIFIED FOR USE V1/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY, LgY- TEMPER COMPONENT A B T1 T2 X r] E2- x UK Y M0`0 2* 5-MAX. 1/6- 1/8- 3- !0,0090 2' 5'MAX. 0.102" 0.192' x (1:9) 2.5' 7*VAX� 01190" 0.190* 16 SIDE ANGLES01 CORNER POST ALUMINUM AN It" QUALIFIED FOR USE Yll HV ANGLES ALIFIED FOR USE V;/ HV BLADE(j QUALIFIED FOR USE Vi/ HV BLADE 1D -TS ALLOY AND BLADE Q)ONLY. (iq 2' 5-MAX. 0.139, 0.131* 6D6;LLOY AND TEMPER 6063-76 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Huretcone Zone� 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. 13ERTHA ffVTM Nc w Accordion Shutter System ff/ll �i L�E�co�7 A.S.S.A KY. MADE#1 W/CR W/O H.V.tyNDON BLADE American Shutter Systems qcv.W. DESCRipmw DATC DRAWN BY. La. ` CfILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/1 DATe 07/27/17 T A7�OF (305)871-1531 4268 Westroods 2 DRAWING No L.SU.303.MOM GARD01S,ROMA 3315t Drive .-=It talmftol West Polm Beach, FL 33407 3 WALTIES-0006719 17-107 R A TILUT J,,P.E, A FLORM Lfc_111 44167 5 SHEET p E� E 6 2 OF 20 ;,662 9 4.576" .7<' 29' t/4"-211x1/2` ME CAST 0 6' FLIT HffAp 1RRr- OUSu:S rNTED tft'-2B PANTED MFUDEO D&CAST �g10 \` $ a&i cl �� HOUSNG PAI EDS o "o of 3t 1 EAS TURN .062` ttl 'I ,: .. nl M N N O KN146. p &BRASS Cri DERIRO. L(CnOASS C PLATED)pA 4g4'(lnl h KEYS(61ROu (aR4uE�utt4) 21 HY CENTERMATE 25" PuttD� ` - 8VL1C !'.{,V EGRESS LOCK UALIFIED FOR USE W/ HV BLADE I(& 1 LY �R) HV FLOATING 3,Oz3' . 5`I QUALIFIED FOR W MV QUALIFIED FOR USE W/ HV 6063-T6 ACLOY AND TEMPER QU IED FOR USE W/ HV BLADE / & 1A)ONLY p ¢r / 6063-T6 ALLOY AND TEMPER 2" NV CORNER CENTER --- E'�ONLY. BLADE 1Q& e ONLY. QUALIFIED FOR USE W/ HV GLADE 110NLY "i 1..250"O.D. $18, 518' 2 6063-T6 ALLOY AND TEMPER • PLASItC NERD 1 76• $ 4.045' .2 MOLDED TO �_ n SCREW 1.753' ob,�� g FETINL]1,61)'AFTER RIVETING N) , N '08, o :n � "�i n BEFORE RNE71tiG 1/4"01-20 x 3/4 S.S. THUMBSCREW 0-20 RIVNUT* *SERIES 9444 ALUUkYUa(2024-T3 ALLOY)LARGE FLANGE THIN a _ ( aa�SDz._-,.I' 2 p' i .- .I SNEER TID(TOA0 PMT L 4820,AS JME'r T0705RED BY AYDEL PUN '• FRONT ELEVATION � ICY HV MALE "T" LOCK GENE RE MATE, „-_�, '- 4.566' I CHERRY tEXHV PMStPPENV,NEW JERSEY OC 4R EOUN.. 2 LOCKER OR "f" LOCK CENTERMATE jCY QUALIFIED FOR USE W/ HV BIRO£(ONLY t�9 BY FEMALE "T" LOCK CE�(TERMATE f HV "T" LOCK 1 ,9 MV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIED FO USE 1Y/ HV QUALIFIED FOR USE W/ MV BLADE 10ONLY QUALIFtEO FOR USE W/ HV BLADE(i}ONLY ,y/FIV BLADECI ONLY. BLADE 16 ONLY. 6063-T6 ALLOY AND TEMPER 6063-t6 ALLOY AND TEMPS`, v t.917 •91T "'15t"' I 3.161 \-TNUMSTURIomN 0 053' .-t CYLINDER OR AR ^I .214• S: •06 .062• +21t' m 6 _ KEY CYUNOER .545' 0.875'M;n. W O 3' D CENTS �fl - 4 " 25 Ma.. 31'� 3' N MALE YY�LL a o Q, i QUAUFIEO FOR USE W/ HV BLADEP�& A,' QUALIFIED FOR USE 1Y/ HV BEADEQ1,)& IA 5063^T6 ALLOY ANO TEMPER 60b3-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT `S • QUALIFIED FOR USE Y!/ HV BLADE & to tJ4'p-2a ss OR 3J8'a- C�ff) HV i.i 6063-T6 ALLOY HAND TEMPER ^I TNUMOIURN A4ETN.tt1uuDSCRCWS, fl/2" 1T Cri1NOER (SST' UO OR KEY 15' CYLINDER LACKING RODa HA LOCK 4yQUALIFIED FOR USE W/ HV BLADE�i +(�_.�s ACETAL 37 HV 1f4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK BOLT COCK. ,��ee6063-T6 ALLOY AND TEMPER n5}INSTALLATION WILL REQUIRE A 7/1 HOSESCREWS F--RIES S.S, TUS7M SCREWS OUAUFlED FOR US€ W/ FV BLADE(& toD ILLED AT TRACKS FOR PROPER EOMEN7 y MV BtAL1 QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Hon High Velocity Hurricane zone I 02017 TILTECO,INC. 01017 EASTERN METAL SUPPLY,INC. ru 'T,,-= _ BERTHA HVTM ` -' " 1 i"L� H A■ ,I S�A>. Accordion Shutter System y 7 KV.BLADE#1 W/OR W/O KV.WNDDN BLADE 9 f ` American Shutter Systems IEV.N 4ESCNPTION DATE ORAxx BY: LC. 7I ' TIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7f27 S OAlE O7J27/17 ` •O; b ti 6355 N.W.3tv,SL,V..305,MAMA GA IRM.F.CfWA 331E o' a —�,i Phone:WOS)B71-1530.Tall:(305)871-1531 4268 Westroads Drilla 2 DRAWING No %'J�(�L�I�� ' z4Lt�� a-m04:cazecpcpw.e«n West Palm Beoch. FL 33407 3 ED 4448719 17-107 .............. II WALTER'A.TILU1 0.P.E. 4 �.e OJ �aA �'%oArk flo ok UP.144167 S SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 12'MIW '-I CE HV (M HV Q� 2 41 IT�01'141LACDE I P .062V E .1875, HV BLADE 1 Hwv wt DOW BLADE .106,21. HV BLADE IA BLADE'S1b aPENW 1871 KNUC" .0625'4 'Y HV LONG RECESSED NYLON BUSHING B21- 3 (TYP) HV SHORT RECESSED NYLON BUSHING (g HV NYLON HAT WASHER (DOR Offal-" 3$a, HV WHEEL CARRIAGE AISI 302-303 SERIES 49V 4 44 M /'92.8750• x 2 7 0.870"x3/16"THICK NYLON WHEEL. F, C,�S�Mlll. Hv WINDOW �PW 'B 315-0 SEPARI:&N 0825. 0.7500* OA88'0 AISI 302 SERIES S.S. RIVETS BETWEEN 25J. SLACE14 @ HV 1 3/4- ACCORDION PIN W1 #8 HEAD EXTERIOR IJ bOPENINGS ON CENTERS 7500" A CLEAR 1/4- L HV 2 3/4- ACCORDION PIN W/ #8 HEAD 414 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW BLADEAND, 0 Elf, POLYCARBONATE HV WINDOW DETAIL (D OR (D SEE NOTE 101)1 EME.,S IR (DOR 9 POLYCAREQNATE IMPACT RESISTANT HV WI 00 SAYER MAKROLON 3103 POLYCARBONATE 12*MIN.CLEABAICE RESINS, UV-STABILIZED GRADE OR SABIC v TO BLADE Ban)M INNOVATIVE PLASTIC LEXAN 103 RESIN Hy PIN REQUIRE BLADE KNUCKLE FOR 779; (SEE NOTE "F- ON SHEET 19). V (3)0R (a HV(1 14 (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR •M;' ' I 71* — -- BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 OR POLYCARBONATE SOURCES FOR 44 EXTERIOR Appuv= HV (9 BLADE. WCAL SHUTTER ASSEMBLY 2 . 111WAL PROPVZM WMAWD Hv PIN OR T(p AT R (2) HV PIN 0 MAY BE USED IN LIEU OF @ AND ONLY AT EX RIOR BLADE's KNUCKLE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.:17,4�, (��"11 (SEE NOTE * FOR vg�tRl— 41.0717 00.3 t"'W 0.043 BLADE WHEN CORRESPONDING TO INSTALLATION "H". SHEET 7. FREOUIREMENTS) 0A8loom 1=wmv. ARU D638 9,400 Pu 9-=p— FLDVCM&PRP4TH AT=0 ASW WOO f2,5W p.A, 13.109 "1 (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER m = t f 1 rtczuwluc«cu5 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, OECD wn®am AVU D2M is 17"-O'RM SHEET at R=CRAPI&CTOOStIcs, ARRIAGE DETAIL P?EMBLY LAYOUT'� ON wz& ASIU D2103 47.2 X 04,5%UM 7EEL 0 FAYE Of SULINO AMU GM c�I 0-14s C-1 cow SELF CHMON ASlU DI929 1040 Y 2w T ASTM CW TDESTRD4N Met wu 6" 9302 "1 TOZ STRM avan mno�Nc Idw m 0401 P..'L U84"I. 10 HV BLADE SOLID FIV WINDOW BLADE DETAILS I I N.TS. BUILDING CODE(Ron '5' P, T11 FLORIDA High Velocity Hurricane Zone' ........ 02017 TILTCCO.INC. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA Accordion Shutter System "r I c 6 ,-c�\ A.S.S.A 0 KV. MADE#1 W/OR W/O H.V.WMW IAADE American Shutter Systems REV.W DESCRIPTION OATE OPA%?f BY, L.C. vy NAT TESTING & ENGINEERING COMPANY TILLIT TEST Association, Inc. I OLD 15-065 �7/27/17 WE� 07/27/17 Sl-Sk.JOB.VRCNA"qMM FUWAk 331" n p$355t1w.14il" twe (105)871-1530,Fax;(305)871-1631 4268 Westroads Drive I DRAWING No ...... Ww.04.1 e6m 407 —3 West Palm Beach. FL 33 ONAU M611 — 17— WALIER A,TIMOR J.P.E. 4 107 Ee- Is, PLOWtA.Lk-9 44,16, S SHEET P.E. SEAL/SIGNATURE/DATE, 4 OF 20 z r I.MAN=RY CONDITION ONE HV LOCK&CT OF S _2 SHALL 13E USED AT SHUTTER SPAN FOR ANY SPM OR 12*AS SHUTTER SPAN FOR SPANS UP TO 105', FOR STALVIONSe ANY ELEVATION.Z 1011"18WWO,�')AAYF BEUS ,AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To OR "1"0 1 2 LONG'0 7Y In r K I I n I I n 11 1 n r CENTERMATES VVI(2) 1/4"0-20 � 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SK4,U.BE AS INDICA SHUTTER ELEVATION. 67 2.OPTIONAL "141111 11 Dij 41-IF> 'MAY R FOR SECURITY PURPOSES, UP TO TWO AS LOCKS TO CENTERIATE"SVC MMOATO&COMMON HURRICANES OR Q�SlIALL DE A5 IND V LOG ON BE AS tNDiGT ON TYPICAL SHVTIER ELEVATION. HI2s POSITION, BUT MAY `06 0* ALTERNATIVE DEVICE w IMY ALSO BE USED AT $TACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK SliALL BE USED AT CORNER ',I I':FES-F6§ANY SPAN 1003), CEIII I 11ox-ft AND INSTALLATIONS AT W4_"e_UA�UKS1OE OR INSIDE LOC1,1,,., ATTACHED TO n CORNER CENMDMTLE0CV1A/(2) 1/4 -20 x 1/2'LONG FIAT HEAD S.S. M.S. TWO LOCKING AT TOP&6OTfQM SHALL BE TIONE OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. _�l IV SYMM 5. a=ALTERHM TO MMDATORY CONDIRON #11 VAJID ONE Y FOR W M* ALTERNATE HV LOCK? 9ift��a, Ltg MAY BE USEQ,IN LIEU OF W LOCK or q�FOR ANY SPAN AND E ANq� IONY&TIONt AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS NSID OR OUTSIDE LOCK.ATTACHMENT OF 1/4*0-20.3/4-S.S. ITIU143SCREW TO @ OR 44 CENTERMATES SHALL BE MADE VII 1/4'0-200/4' ALUM. z P11 RIVNUr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Two LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION ja FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK 6 or 23 or 23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP WL= I To go*,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or 23 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO aji or 0,SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Of LOCKING RODS 0 W/ CONNECTION OR @ TOP AND BOTH) aN M Is COMPLETELY MANDATORY. DEEP SHEETS FULL *NOTES 0 a TYP. FULL N BY "T" LOCKS AND-CENTERMATES: HEIGHT. OF CORNER 1, SEODHO ALTERNATE 10 MANDATOOX CONDITION #I VALID ONLY FOR W,-r I OCII AND 11 END-J CENTERMATE ;,CNE ALTERNATE KV'r" LOCK 00 MAY BE INSTALLED IN LIEU OF KV LOCKS + R I$FOR ANY SPAN AND -C8 LA.ON AT ANY ELEVATION.ALTERNATE LOCK BE USED AS AN INSIVIORPOUTSIDE LOCK, ATTACHMENT OF LOCK(9 INCLUDES USING REINFORCING L.C.,10hrAS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND fff,W1 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/a*0 x 3/32' WINGNUT OR W1 1/4*0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8' RUr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12* (H)- 70 kfjo, C7)•(Da tMMAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. r 51-08 If_Q� 08- 07 (08 1:3)-0•C5) *NOTES ON HD LOCKS & CENJERMATES: I- -.W _p r2ft OR fllik W/-(31 ONE ALTERNATE HD LOCK 0 MAYBE USED IN UEU Or TYPICAL (1) HV BLADE SHUTTER ELEVATION W LOCKS ANY SP-MAN AND INSTALLATIONS AT A ELEVATION.ALTERNATE HD LOCK @ MAY BE USED N.T.S. AS AN INSIDE OR OUTS 04 LOCK.ATTACHMENT OF HD LOCK 4)70(4 IS IV/3#5 x 3/8'F.H.S.1"'.AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS H09- MID HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS Z5�,Is COMPLETELY opnoNAL 'n FLOR19 BUILDI CODE(Non High Velocity HurrhCone one 414 NW.",...........1f,4 02017 EASTERN METAL SUPPLY.INC. . . 02017 TILTECO.INC. BERTHA HVTM Accordion Shutter System /�M LTV�oMm c An*SwSnAu KV.ME#1 W/OR W/O KV.WINDOIN RADE American Shutter Systems �EV N 4 TILLIT TESTING & ENGINEERING COMPANY . OESCRIPTION DATr DRAWN RY. L.C. Association, Inc. 1 OLD 15-085 1127 tr 6355 Im.350,SL.Ste,305,VIRWA CAFMEKS.FLWCA 331M DAM 07/27/17 Ph1(305)871-1530 (3D5)87I-I53I 4268 Westroods Drive 2 DRAWING L 11 ES-000674 West Palm Beach. FI, 33407 4 17 1N67 /ONAWALT"A.TILur'j,P.E. URE D FL0110k U-_1 44167 5 SHEET P.E. S a 8 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR REQUCONIRED BLOCK POURED CONCRETE SHEET 13 REQUIRED 1/4'O-20x3/6'S.S. CONCRETE REQUIRED ) - CONCRETE ANCHORS ttACNiNE SCREWS REQUIRED �_--- FOR s (SEE SCHEDULE ON Y7J I CONCRETE ANCHORS 1 18 �1LYSiPVE(SEE MSuNTol6®ON SHEET 7) SHEET 13) NU1S O 12'O.C, (SEE SCHEDULE ON SHEET 13) i. i' /""' 1 Min. I/4'a-26x3/4'S.S. I Alin. 12 OR,4) y EO EO MACHINE SCREWS ___ i EO ED �'+- F, - •-- „,�_ USING 1/4'-20 NUTS ! 1/2. - 19 D t2"D.C. E. D. I 1/2 ( .250'Max. - i 13 OR 15 I - �___ 73 tlN 15 E.D:• iS I E,D.+. 259' 'I .250'Max. I (�Mvx. 1 E i I OPTIONAL ;i �.,� OPTIONAL i t illi SEFlAAiKN i ro fAAS9(SFE �l l i t �'t ENK Q3#iy OR ��A• i i EPSTING MSN.SEPARATION To GtASs I a 96ET i0 i I `� I GLASS (SEE SCHEDULE ON SHEET i 1)" � EXISTING IgEDg i MIN.SEPARATION TO GLASS 1 GViSS-'t wSnNG —(SEE SCHEDULE ON SHEET it) GLASS �HV WALL HEADER INSTALLATION E D � tu✓ HV WALL HEADER INSTALLAT_iON + KEYSTONE EXISTING MIN.SEPARATION TO GLASS T Im SWAMON l I 1 EXISTING (SEE SCHEDULE ON SHEET t 1) 1 ro QAn I I —r1,J'OR 13• I ABN.SEPARATION TO GLASS GLASS ;...tS wa& I i'-(SEE SCHEDULE ON SHEET I I) i 0I sw 10 FOR - I, aA=Atl<Q t 3 EXISTING " t i _ -_ OPT10itM. l GtA.55-1 E.G.- � � iti i i I T/c• I Ili IID i ,r--OPTIONAL its I i IX Mnx. j�E•0?', �--- .i i. E,0` -', �, t3 OR t5 E.D!r- .. I 1 r I N t 1 1 i 1/2" - _ -�-a•' � --- :� �:��" 19 ED Eo-i /2 13 oR (� _--.. 12 OR 14 -- -- 1/4.0-20x3/4'S.S. ) Min. --""_ r,0 EO-j PHILLIPS TRV55 HEAD 1/$a-20x3/4'55.PlilLLIPS MACHtNE SCNEWIG USING ......_........_._...'�_.....,.. ,.. 'I CONCRETE ANCHORS ,._..__�.TRUSS HEAD tAACHR3£SCREWS '"'f7'I -CONCRETE ANCHORS t' 1/4'-20 NUTS C 12'D.C. -(SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12"D.C. J I (SEE SCHEDULE ON SKEET 13) Min. POURED CONCRETE^ SHEET TS) POURED CONCRETE r, ON CONCRETE BLOCK CONCRETE BLOCK ,CONCRETE ANCHORS REQUIRED � W REQUIRED {� HY WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION REO CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REOUMED (g) Y WALL SILL INSTALLARON NOTE FOR 0018MION DE 5 CTDNS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E,0..+EDGE DISTANCE . SEE LIMITATONS OF USE FOR H X BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) p1AGE t ON SHEET Is -10 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, A 0 iii __ )T1 FLORIDA BUILDING CODE{Non High Velocity Hurricane Zona Al ✓M= 02017 TILTECO.INC. (+112017 EASTERN METAL SUPPLY.INC. ��c nrs fi .. ERTHA HV7N, Qr ■�7�Q■ Accordion Shutter System KV RADE#1 W/OR W/O KV W1INIM MADE American Shuster Systems RCV.N dCSCRIPIIPR 067E ORX%V Rr: L.C. AA4 TILUT TESTING k ENGINEERING COMPANY /(ggpGlCtiOTt, Inc. 1 OLD 15-085 7/27/1 DATE. 07/27/17 DR_._�..'��{Z�, A 8355 N.W.34u,st.Sw 305,MRITRA CAROM,VLDFMA 3318 C }�A......�`"—lti.-�t'-y,�-- Pwo:(305)871-1330.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No s1Q'YAIr.L� '/"I •- A,GFOoeitaM�c`� West PQItn Beoch, FL 33407 i 17-107 i rr�irrrAA+•••' WALTER A TLLIT Jr.P.E. s� FLORIDA Lc.p 4467 SHEET P.E. SEAL/SIGNATURE/DATE 6 OF 20 POURED CONCRETE ANCHORS • wt SLFuuatri T OR + I i wT.SCPAitRXW r r/ 1 CONCRETE -�(SEE SCHEDULE ON SHEET 13) i TSOCON15C�a+s 5 �� EXISTING TO CLASS EOCE OF ,// 4}ua GtA4S--•I Kn'ro I'SSCL IWLE CN . 9akT 59 M. APPU EXiS Ste; �(Dt r^ vs4 I y i 9 3 ALS NOR i) i i i i s EXISTING 1 r, LOCATION !' l :: 1 "•�• + r ) B100/4'HEX WASHER HEAD I Y 1I T'J OR OR IrJ 3/a'Mut- TEX SCREWS O 12'D.C. r' - EDGE Of 589. 8 --SLAB IF CONCRETE ANCHORS i `g',_/7 •1L (SEE SCHEDULE ON SHEET 13) EC! t EO EDGE OF APPLICABLE w i I t v 4> #-- 'F, i �• - t � !r r t.EDGE OF ,r . SLAB IF (11 EXIGLASS I i SLAB IF-._,i i i r' 1/2' i5 r 1 SLAB ff APPLICABLE "_�^ ` LOL SOHNTSbt t APPLICABLE E.0 0, APPL�BLt r . C iia�aais r COt RETE --- D.• P CONCRETE (SEE SCHEQULEFLAT HEAD CON CONCRE14) TE ANCHORS I REOVIRED u LL0 iADE DMA POURED R iRED CH SHw!9 Fni 5 i O CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED D,• E.D,^ -y- (SEE SCHEDULE ON SHEET 14) It- TRENCH INSTALLATIONVAUD ONLY FOR UP TO +70. -75 PSF. HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING NR FOR SPANSAPER Ccs HY EICING INSTALLATION (B' HV FLOOR INSTALLATION t SCHEDULE 03, SHEET 11 EXGTYr y,{4 SC1 Akt,M?N CONCRETE ANCHORS To cuss MH.SCPlA4MXi r_T_ (S JaiEl 11)11) „ ( �A (SEE SCHEDULE ON� mmm °'-177L 9NxNAE .i © --"'�— ! ,• L SHEET 15) ifMO M =/ V i m,vaLT,H ExlSTlTtc---; EG ISS- ` TECro+aoGr OR 5/4.0 Po"Va I t/4• EXISTING---i CLASS ��I uzr.sauN9av,o can �� J� FOISTOO TAFM+Nx]ORS W/ CWC. 'lltf2 YX9Nr cn SIaiT,tl ' V ` sat E[PNutXN[a 13/4'MR.DAEEDU04T o 4' 'I(SOL Loot=w 't7 i O.C.FOR UP TO 8'-0•SPUN N3) 10 i i l i ) I I C O.C.FOR SPNCS LRAM TWO / 4'•-0'UP TO e'-0`UAIS APPLY � y r'l i i t MAX. 5EWN1 AT _81 FpTUIER ISAO � X. (h9.)( `r'Olt t CN ( �, 91EEr ii IDR LIMITATOAS ` - 3 WAS ER4 HEAD E Q _ SdAX. i $ , OR j l i i "-sT�" I TEK..CRflvS CCNT.SfxMR Mier 11 3 8'� - O 12'O.C. B14x3/4' HEX HfAO.._J;' (")" t T 3la•, s i _ ! ICK SCREWS O 9'O.C. CO1tCRk�E ANCHORS { � ;,�. _ •� J/ Bi+x3la'S.D.S I -__ _ 3 �!t^•o-$Or3f4`ss us OR ,SCREWS B.S.N.S. ' O 9.0. C. V „,___ i i 174` •,�'1. 17595 1/4`a-70 NUI5 W/NUT O 9'Q.C. t (SEE 5CHEDULE ON "� I1/2 r• Mox. 11 •• Ola'O.C. I SHEET 14) , 1y �[xiSiittO LION STRUCTUPAl 17 OR)� 1/2• »+•-1' \ (7 R(8 �'Fl 2.00•MIN. wALI 1RU(OFCORATME 'T o •!7- &D, SRL) �St-ASB IF/ �� ta.J/4^F.H.SOS MIN. . JJD'- a APPLICABLE ",; �.CONCRETE ANCHORS �'gEE NOTE X3(5) Q S O.C. —�REb coaCNErG 1--=-------E.D,---•--, POURED COt7CR (SEE SCHEDULE ON ON SHEET i NOTE il(D) � OR CONCRETE ACK SHEET 14) POURED CONCRETE ON SHEET 1 ' - J--(-- REQUIRED OR CONCRETE BLOCK R£QVIREO (g)KEYSTONE MOUNTING_INSTALLATION ,PTIOIMI. POURED I( 00 NSTALLATiON Uk wUU Xao.DESIGN PR!!I NRE`-04.-72 p,N CONCRETE O O HY WALL W LK—OV R INSTALLATION Lwwuu SHUTTER SPAR a•-a• REQUIRED G S LLATION T m�t> NOTE FOR ,- . RREEMOVABiix WHEN PERFORMED (SEE E.D.a EDGE TIONSNO ADJACENT TO AN OPERABLE EXIT O SEE UM AXIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIRCATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ C HV BLADE ASSEMBLY _ FLORIDAp ��t 1,'n r�nTt 1� �I •l N ANY WAY N TO SUTOANY M51"BAI,VtTi4lBINED L1F1! p, A ryw +r�� FLRUUILUII�IU CODE(Non High Velocity Hurricane Zone: `1t ••,�E•..• wTT 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. 13ERTHA HVTIJ ,� 0. ..�_� Accordion Shutter System I /_�1 L E G 4 �r�c. . . . . Hv, BLADE W/OR w/o»v>MNocw eve ^�� American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY n oLSGRwnoH DATE DRAWN T1n La Association, lne. L oLO 15-oas 7/27/1 OATC o7/z7 17 `%, 6355 N.W.34U.St.Sia 305,4TROhz^OiRO@15.110Rfu 33t6 4268 We5(roods Drive 2 DRAWING No .GVa.. l•`Lc..1,,. Phw.:(705)071-15JO.fox:(309)871-1571 Lf'��NAL Nay\'tl,l a a t71�os5�oo.%co. West PQtm Beach, FL 33407 ` I�_107 w+~•'�'� riilLAArrr WALTCR A TILUT Jr.PR: P.E. SEAL/SIGNATURE/DATE noRaa 1 ./+4787 a SHEET OF 20 SEE END WALL CON ETS 10 18 '-E NOTES ON R"N'S(D'w— IF F—] Y EXISTING CLASS INSTALLATIONS W CDHV AND ALTMVE W LOCK 6 ON SHEET 5. F0_U T] IN /- - SLA SLACK DETAIL HW 15 VAUD FUR ALL BLADE WZ HV CENTERMATES CEUTERVATES APPUCATION WITH BIADE(D - , (?_� OR (24 SEE END WALL CONNECTION @'_0 I r–EXVING GLASS DETAILS ON SHEETS 10 & Ik7, - ---------------------L------- --- ------------- - 3i/4" 7. 61/2' �::��I ji (6063-T6 ALLOY)ALUM Off METRY A ANGLE W/ 1/4.0 TAPCON 1/2" CENTERMATES CENTER M11 PARATION ARCHM TO CONCRETE (TOP/DOTIOM) 4,S'M.S.0 12' S.N.S.TO TUBE FULL LENGfff.. W/ HV LOCK 00tor 6st W1 HV LOCK-OL-L.W (SEE SCHE E To s ANGLE.(rfP) AT EACH ON SHEET 11 ......... L ------ F-67T 0 6 HVQ HVQ HVA "@OR Mo.@ UR. NTREVE CIR C*STING GIASS BLOCK WALL EOU E6 4 AT 7 7 9 STING 6 • 7 6 IN MIN.SEPARATION F CENTE: TE 8 • TO GLASS (SEE SCHEDULE ON SHEET 11) C MIN.SEPARATION TO GLASS (SEE SCHEDULE F1 7N OPTIONAL ON SHEET 11) (INTERIOR) -—-—-- - Fo—u-T] 'k It"- ANCHORS 0 CS 16, Lmn 3 'vA LV FO-U-T-] V b 1/2'—SUCK j Fo_uT1 (EXTERIOR) HVE HVE HVQ FLORMA BUILDI CODE Non High Velocity Hurricane Zone: -.7�61, 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY,INC, BERTHA HVTM Accordion Shutter System iL�Eco�,Nc. \ A.S.S.A KV.BIADE#1 W1 OR W/O RV.tMNDOW MAX LC. DRAM O C American Shutter SystemsEV.NDESCRIPTION SIPTION DATr IA BY. OLD I f, E_DAT, 07 /27/17 4' TILLIT TESTING & ENGINEERING COMPANY 1 -065 07/27/1, • :? 4�. Association, Inc. 5355 NX 3w St..Sw ZOS.%I*GNU CARMIS.ncaw 33NI Phms:(305)071-1530.fox:(305)871-1$31 4268 Westroods Drive 2 —DRAWING No �Ii uttittIft.4'ett. West Palm Beach, FL 33407 3 IVACE 4 17-107 WALTER 4 TILUT Jr,P.E. FLOPMOk U.1 44167 5 H P.E. RE/DATE 8 OF 20 ALTERNATE L O " " LOCK 0 HV MA " " LQQ S C T S 8 & LOCKERS ah W.Z 1 BY BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (f) NV BLADE ' IN 'Z- `x's,I(`��GFAss ourxQsuxt cwx NYr.O1riGTE4 ay sNEIr s. W,/ HD CENTERMATES { i I Yip AS NIL. O uNNLRSV.f1WTINo eVSE®aaTul I -0-0. 7 pl$ 1Q• ["SI AiED ON EE SFSFE7.Yf.T aE tiSFa YfiTtf fRS ILTERNA nFSTAILATWr DETAII.NYa oxrl n1 nus 91EEY. SEE END WALL CONNECTION l i0•®®"QE •y®tea 1�•�m DETAILS ON SHEETS 10 k IS tax-rs x4wi uu� � a t •� � 35* * 35 4__.—__.________ � toPrloR+.4) 4 (aPnowu) tNlta•,t2�s'S i Ito.3t4•AT{ACH ANGLE.`v`E O.G FULL t.ENCNr. * IN (,)H,V. IN (,)N.Y. m , 30 HV "T" rrNs(TYP.) 7 J/•. Pais{IYP.`y \ t x,mAa 5 ' 3 LOCK (INSIDE) 1 -- r3 2 29 z ata S 3 (}UT 3T oR 2 * 33 31 oR32 @.R 2 3t DR V2 / * 35 *SEE NOtE b FOR ttV 40CK 2 I/d" /'-2G % 1 122" INGN.$. (7�7, taFn4.a1} NQC`HVC ®. - w/ 7/8"0 x 3/32" WINGNUT. tnPtI0NA1)14171A 14110'T'4aCK•aN SNc"ET 5. x HV "T" LOCK (OUTSIDE)-/ SYMMETRICAL HD C NTERMATES SYMMETRICAL HD CENTERMAT S �* W/ LOCK (EX7 RIM W/Q1 LOCK (INTERIOR) t SETNt3 9u4 uLRAx+vu (204-13 ALLOY)LARGE TINMC TWO �a®a©• 7OmQa 10•�'�' SHEET"MERT.PART M 0820. AS VA.UFA.CTURED BY AVOEL CIIERRY TE%IOR E PARSRMENY+NEN JERSEY �, Q.07 .0-0.0-@- 07054 OR EQUAL SEE NOTES ON LOM"a ROM k to t)LODLO ON 5 w s UNhIRS+I M4144 RLW O fZTQL HOD-16V 6 ` V"FOR ALL CENMUMTE5 APPUC•TVTS WON WOE(D it LEi T1_L2V�#! FLOATINGSTACK r FLQRiDA BUILDING CODE Non B. h Velocity !lurricone Zone' t (b 2017 EAs1ERN METAL SUPPLY, It1C, 02017 TILTECO.LNC. 'UCEJy F.. BERTHA H TM 4 ASIA Al °� 3 ! 1 L E C d 1 N Accordion Shutter System ■ ■ ■ ■ H.V. BADE_#i W/OR W/0 N.V.WT=N RAM TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.K DESCRIPTION DATE DRANTF BY: LC. bs55:4w.3W',S1,s a Sas,ti,Rrn u w arra,aaatu 3310 OF41 I- Association, Inc. i OLD 15-085 7/27/1 DAM 07/27/17 • + Phone c(305)871-1570.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No a>m0Ee UGa067ta t West Palm Bacch, FL 33407 3 17-107 "••AiA001t1 WALM A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLaR•t.',-8 44167 s SHEET' 6 9 OF 20 POURED CONCRETE POURED CONCRETE _.POURED CONCRETE POURED CONCRETE OR / OR CONCRETE OR CONCRETE OR CONCRETE RCONCRETEEQUIRED BLOCK WALL �' ; BLOCK WALL REQUIRED ,, BLOCK WALL REQUIRED % BLOCK WALL REQUIRED EXISTING CLASS —EXISTING GLASS � 1 CONCRErE ANCHOR EXISTING GLASS �' Z—IF I�_ f ( 4 J 2'MIN. O TING GLASS 0 18'O.C. _ .. •^"' .. j''"-7 -~ -� LRH.5TPW2ASEE ",':"" ,1' 1' ^� ..-2" MIN.." I TO OJSS{SEE T . J MR SEPARAMN LAN.SEPARATION SCHEDULE ON SHEET I 0 GLASS(SEE { - i{ NIL SEPARMID:J 11 FOR BADE QOAO T4 OSA55 SEE I E4 EQ TSCHEDULE Ott SHEET 1/Te'x3,MAY ON sif.Er T8'CR SCHEDULE��,,,,o i ,- .�� SCHEDULE Off SHEET I1 FOR BLADE(DAND (6063- NT, m&® SHEEY t9 1 2' 11 FOR HtADE mAN4 _ SHEET 10 FOR ,ON SHEET 13 FOR .CLOSER , f ` 1TiAtESC7T&{� jT lt.AC£S 10& ETHER SIDE} j HADES a&p PLATE. ((LOCATE 1/2'� AT EHHER SLOE Nwr-" OF 5�} I/2"MIN. ( OF 4G} '.. i ---! i 4 USE I'OR 2" j c-----1(AS APPLICAB E)x2'xt/8•xp „-- 810x0 1 'D.C.S. I ""C'iy ALUMIN04 CUP ANGLE ( -`� 810x0 1 ^D.C.S,,_„-r' r•-' tD i6•D.G. 1 -`....- , 0 I6"O (6083-T6 ALLOY)AT MIDHE,GI4T J (1)810.1/2-S.M.S.TO(D& f I 4 JI/ Irr I (2)1/4'0 TAPCONS ANCHORS TO I I WALL AT i"O.C. (LOCATE AT SEE DETAIL x F } OR I�` EITHER SIDE OF O) Q OR �• SIDE CONNECTI N 1 OR ` SEE DETAIL E X FOR O OR ` I TO TRAC O O O 0 �� 0 ®w SIDE CONNECTION I ?w�a 6 7 8 u ID SEE DETAIL X FO a u B• 7 a•8 10+�w CONNECTION TO TRACKS w�r6�,• ?w 8 Af}•�w 10• w�• •(�o• SIDE TO TRACKS IO w w 6• 7 aw��8yy,, !0 I '®w®•�'©/�` M�w@.@-©'l'J ®.�j" 8•�°.,{�'j)'®•lJ.�w 02.04®•V• 4 ®'�•�aaS •�7 •�a �•�a©•®w0`�p1 0 ©°Y0 0 ' iS©7"®p®•®plJ'�w ®'l®lw�•®Q�'�w H• wA� f�w,{�.,(mow �.®u�'®aO.�w ©+®q�•®p�. w� O•�a K•�w^•�w�• Q � Yf''LJ l.�•Yl ®'� 8�•i�6w�.�wt�•(QA(�+� END CONNECTION DETAIL END CONNECTION DETA[L D CONNECTION DETAIL d SNDCONNECTION DETAIL I@ .. +REQUIRED ONLY FOR SPAIJS GREATER THAN 12'-0' ONCRETE OEXISTING EXISTING CLASS CONCRETE BLOCK WALL GLASS ®-,5 /� GLASS NN.SEPFRU10ti 810x1/2"S.M.S` ____ _ To CLASS(SEE d tfr"O:C. APATtay Y �Z_,_______,.� _____ _ _,_ 11 F Ott StIm©AJJD CONCRETE 1j2'MLN. TO t� _ _______ __ _ QOROOR0OR ptf SHEET I 00 ANCHOR 0 '^* 111 F E"MULELADE QAND ��,.._J „'�'�__ _ _ @ OR©OR(9ORO D-W®&QIt) 12" ON SIIEFT 14 FOR Lf CONCRETE-- ONCRETE r` T3AOF3(D&( I _ OR@ ANCHOR Er �:.7 16' d O.C. —1 «"MtN. LIN". \7 ' rp lLr �.J EQ �OR(�)OR(qOR 2•MIN. 2MIN, `ij • SEE UtA ATSONS OF USE FOR ��I��/,F y BLADE tt ON SHEET 19 OR@OR(qORI}AQR@ 31sT.L_L OR Q�` i PLAN ` ETD AtlOR x POURED CQNGRETE DR 04)•0- + •� �j END INSTALLATION CONCRETEREQUIRED LOCK WALL 10 n(®w�•� •®w 6 7 • wli 7. ar ; REQUIRED (�O 0'0 'I HV BLADE 0—_R " HV WINDOW BLADE INTO o d�.®��.�'C7• B. «, • CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0.0-01Q w ®wN�; NNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity NUrnCOne Zane` 11 Q` tom"' 02p17 TLLTEC ID 2017 EASTERN METAL SUPPLY,INC, ucFNs ` BERTHA VTN T'1 E G O N�• Accordion Shutter System •..____:,�----:,�,,: }LSI. RADE#i w/CR W/o N.v Wrmarr MADE Amerlcan ShufifJ3r Syst �•` ems EV.H 4ESCRIPTI0N DATE GRAYAI ft LC. : TILW7 TESTING k ENGINEERING COMPANY d R ;•441,1y, 4115 RX,hath.St.St..705.NRGMA MOM,110Ri0A uta A8SOOlR1`IOJi. Inc. , QLD 15-QB5 7 7J1 nt1E: 07J27J17 •.- Phaa.:(305)871-1530,ra.:(305)671-1531 4268 Westroods Drive 2 1111 a-awl fula�aaao,cam West Polm BDoch, FI33407 3 DRAWING No lCNAL�� ,,n E9-ppp47,e 4 17-107 WALTER A TILUT J..P.E. P.E. SEAL/SIGNATURE/DATE f1ARi7A Tac +`147 6 SH 10 OF 20 �I =HEDILE N1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+' OR "L-° MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' . -- (fl.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND y NOTE* TERMITES. ® & or�Tj1 or INSTALLATIONS W/ yy CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE$PAN FOR A GIVEN Vl/ ONE HS. LOCK @ or 0 or or &)W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING R00S or ONE HV LOCK L-: CWC.ALLOWABLE SPAN FOR A GDtEkt NEGATIVE ® ORW/ NO LOCKING WALL A. B. C. D" E. M. N, 0, P. O. A5,0.DESIGN PRESSURE RATING. CENTERMA @ 28® 29 WJ ONE WJ NO LOCKING R005 ODS MOUNTING F. K & L R. S. & V. LOCK 30 W/1VIO LOCO NG (SEE NOTES T,tt) (VALID FOR MOUNTINGQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP &*BOTTOM EE /� SHEET 7) FLOOR/CEILING G, H. I, 11. J T. U. W & X WALL MOUNTINCS(TOP/80T10M) OR FLOOR/CEILR4G: CONCRETE' JA30 tNSTALLATtON5 O CONCRETE&WOOD =CRETE MOUNTING & M MawMw uwv+ GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, MAnOLS •�' ASD.aeswrM rr7 ASO,OL51GN INSTALLATIONS A511.sus PaFumsu d WALL.MODUTIxG pREssuAE DETERMINE MAXIMUM SPAR 'L+"FROM SCHEDULE. FRrs:ueE WALL MOUNTING FLOOR/GING R&TWd & p kLOGR/CFaUna UotrmNa GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, Reim (awal to;r I MOUNTING FLOOR/COLING MOUNTING o.1.14 OR -- DETERMINE MAXIMUM SPAN 'l-•FROM SCHEDULE. C.dR_) I.IM-) (+OR-) F1009 ,LLL MWnTWG x t i (R) t--w t t w t-w L+ (R) L-(ft) L a (R) t-(d) V MAXI1dUtd SHUTTER SPAN •L+-OR -L--FOR 30 OR LE5 I6'-0" 16'-0` IB'-0 16"-0' 30 16'-0" 16'-0" 30 i6'-0` 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 105 PsL A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+•AND-L-' 35 14'-t0" 14'-10' 15-2" 16'-01 35 14'-10' 14'-10' 35 15'-2' 16•-10' 40 13"-10" t3'-TO" 14'-2" 15'-2° 4D 13'-1O' 13'-10 40 t4'-2` 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1' 13"-1- 13•-4' 14'-3" 45 13'-1" 13'-1' 45 13"-4- 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT]#2 COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-B" I3'-7" 50 12'-5' 12'-5` 50 12'-3" 13"-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS WJ FLOOR/COLING MOUNTINGS: SHALE DE AS INDICATED ON MANDATORY CONDITION55 Ii'-ID` 11'-10• 12'-I- 12'-il" 55 11'-10• 11'-f0' S5 11'-1" 11'-I1' FOR A GIVEN Pg511NE A.S.D. dE51CN PRESSURE 60 11•-4• it'-4- 11'-7' 12'-4' 60 11'-4" it'-4' 60 10'-2• ID'-11- NOIE 05,SHEET S. RATING: 65 10'-10" 10'-f0" 11'-1" 11-11 65 10'-10' 10'-10" 65 9'-5" 10'-1' Lt+-MAX. _ L+++ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' IW-6` 10'-9" it'-5" 70 101-6- 14'-6- 70 8'-9• 9-4 L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 i0'-1- 10'-1' 10'-i' 11'-I` ?5 10'-1- iQ'-1' 75 - 8'-G" tt EXCEPT THAT UAXIMUM SHUTTER INSTALLATIONS. 80 9'-la- 9•-io" to'-a, 10'-9- 84 W-10• 9'-IO' SPAN'L+'OR'L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A5,0. DESIGN PRESSURE 85 9'-6" 9--6' 9'-9' 10'-5- 85 9'-6' W-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3 9'-3` 9'^5' 10"-1' 90 9-3` 9'-3- OR CONCRETE BLOCK SHAD.BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g•-Q" 8"-0» 9'-2' V-10' 95 9'-0' 8'-9` LIMITED TO +64,-72 Ps.t. AND 8•-0' SPAN. SEE Lea MAX. SPAN FOR FLOOR/CEILING MOUNTING -6- - -0 9-7 100 8- MOUNTING g ON SKEET 7. INSTALLATIONS. 105 8'-7" ?'-11' W-9- 9•-4' 105 8'-7' T-il' -7' •-7' _7- �j t1k,� ' A �+�k T� FINAL MA%IMUAt ALLOWABLE SPAN IS EQUAL TO THE 115 8'_2- 7'-3" 8'-4" W-t/' 115 8'-2" 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN `LI+-, •L7+•. 1,-"AND'ta-- F12W-0- 6'-11' W-2' W-9' 120 6'-O- 6'-11' (4) 00 TO ANCHOR SCHEDULE WITH F114AL MAXIMUM 7'-10' 6'-8" W-O' V-5' 125 T-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 7'-B' W-5- 7•-10" W-1' 130 7'-8" ' • WINK ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 7'-7- W-2- 7•-9• ' 135 7'-7- 6 2• MINIMUM SPACING. 7-7` 7'-6- 140 7'-5- 5'-11• ASTM E-1996 SEPARATION 7"-3' 5'-9' 7'-5- 7'-T 145 7'-3` 5- TO �71.ASS 7'-2" 5-T 7'-4' 7'-0' ISO 7'-2" 5'-T T-a- 5--5' T-2- s'-9- 155 r-o` 11-5' 1 THRU 3 1" 160 6'-11' S'-2' 7'-1' 6'-7' 160 6'-11- 5'-2" 185 W-io` W-1• 7'-4' W-4- 165 6'-10- - 170 6'-9- 4'-11- V-,1` 6'-2' 170 6'-9" 175 W-7- i'-9" 6•-9- 6'-0" 175 W-7- 4'-9- 180 6'-6' 4'-6• 6'-8- 5'-10- 186 6'-6' 4'-9- H V BLADE. 185 6'-5' 4'-6' 6'-7' W-8' 185 4'-6" 190 W-a' 4"-5' 6'-6' 5'-6' 190 6'-4- 47-5- 95 6'-3' 4'-3• W-5- 5'-5' 195 6'-3' 4'-3' 200 6'-4- 5'-3' 2DD 6'-2- 4'-2- 205 6'-1' s"-i' 6'-3' S'-1' 205 6'-1" ,u ''--,, FE 4RIDA 8Ul101NG GQDE(Nqo High Velocity Hurricane Zone f,• 02017 EASTERN METAL SUPPLY"INC. 02017 TILTECO.INC. _ BERTHA HVTM '— A Accordion Shutter System * ' 1 Mc o =,-c. H.V. BADE#1 W/OR W/O H.V. WAN N MADE TICCIT TESTING& ENGINEERING COMPANY AM01)Can Sbutter Systems REV.No D&$C1NPndN DATE DRAWN BVi MIMI1. L.G. •� EL ti Association, Inc. i OLD 15-OBS 7/27/7 PAW: 07/27/17 ., F tw ltiti w55 raw.3i n,sl.si1.1d3.aRaw4 d(305).aCr53 331c 4268 Weslroods Drive 2 Pnwa:(306)877^15]0.ra1:(305)671-1531 DRAWING No ��S•..........•�\ttttl 1-M. L;ce—a`aiaiiilcam West Palm Beach, FL 33407 3 17-107 ,1' HALTER A TILUT Jr.P.E. �• / ��.+ FLORIDA Ut_:1}44167 5 SHEET P.E. SEALfSfG�Sft`fUREjOATE s 11 OF 20 MAXIMUM N.HOR* SPACING (jnj EHEDULE FOR AA GIVE) MAX. SHUTTER SPAN. ASD DESIGN NEGATIVE PRESSURE RATING ANO A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE s=NOW.A.e,C.0 � ON s1tEEr p POURED CONCRkIE CONCRETE BLM TAPCON OR QqWALL HEAD MOUMING (A)WALL HEAD L10UMINC WALL HEAOER MOUNTING 0 WALL SILL OUNflNG 0 WALL SILL 4UNfIING C 6c WALL HEAOERfSiLL TAPCON 141TH ADVANCED W W/ MDUMING THREADFORM TECHNOLOGY SPAN ASD.DEZN 01AM P==WIND ASD.DEM=TNE PKS5I.OE ROM W,"a TE"NEriiNE PAIMO f ASO.RED01 NEGWMJK PREMMMM RhiNC ASO 0131[8 NIMME PRDSM RUWGW ASA 013701 NEr M fNESM RAILYC ALL POINTS SOLD-SET 30 40 F61 75190 112011001205-3-0140 160175 190 120 164 205 30 401601751901120 160 205 30 40 180 173 90 120 160 205 30 40 60 75 00 120 160 205 30 40 60 75 90 120 160 205 BLUE TAP _ 14 tY 10 9 8 a 6 6 14 12 10 9 8 9 -6 6 14 121101 9 8 8 6 6 14 121101 9 8 B 6 - 14 12 10 9 a a a 3.5 a 8 8 8 H 8 7 5S 3'-0 14 12 70 9 8 $ 6 0 14 12 10 8 to Is b 6 t4 t2 10 9 I 8 18 6 6 14 12 10 9 8 8 111 6 14 i2 10 9 6 8 6 8 a 8 1 8 S 8 8 8 8 TAPPER+ ORif 12 1p 9 B 6 6 S 14 -12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 0 a B 6 3 14 12 l0 0 0 B 6 8 8 8 8 8 8 8 a 6.5 14 12 ip 9 a 8 6 6 14 t2 Itl 4 6 8 8 9 tf t2 10 9 8 8 6 6 14 f2 10 e a 8 6 - t4 12 f0 9 8 6 8 6 0 8 8 a 8 8 a 7 ii 1Z 7p 9 a B 6 1 4 14 12 10 9 6 9 6 6 14 12 In 9 8 8 6 6 14 12 Itl 9 6 7 - - 14 12 10 9 0 7 5.5 - 6 8 e e a 7 5.5 4 4,-O' Ia 12 .Itl 9 9 B 0 a 14 12 10 9 8 a 6 6 ,4 12 10 0 8 a 6 0 14 12 10 p 8 I SS - 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8 8 ti /2 10 9 8 8 i5 - 14 12 t0 9 a a 6 4 u 12 10 9 8 6 6 0 to 12 10 p 8 8 - - t< f2 10 8 B 8 8 - 8 8 B a 9 8 83 S 1f 12 10 9 a 0 5 t 14 12 10 9 8 8 8 6 l4 12 10 0 a .8 6 6 14 12 10 9 8 6 - - 14 12 10 9 0 9 6 8 8 e B 0 6 7 SS ti 12 10 9 a 8 4.5 - 14 12 10 9 8 8 6 1S 14 12 10 9 8 6 0 6 14 12 14 0 7.5 - - i{ 72 t0 9 7,5 5S - 6 e. 8 8 7.5 5.5 + 3 SEE ANCHOR 14 12 1p 9 8 44 - 14 12 ID 9 8 0 6 3.5 t4 12 f0 9 8 8 6 6 14 12 10 9 6 7 - f4 12 f0 9 8 B 6 = a 8 8 8 a 8 8 8 SPECIFICATIONS 14 !2 10 9 -8 5S - - 14 72. 10 9 8 8 45 - $* 12 10 9 8 8 6 5 14 12 10 9 8 3 - - 14 12 10 9 8 7 - 8 8 8 a 8 7 5 4 li 12 10 9 5 B 4 - 14 12 10 9 8 8- b 15 14 12 10 0' 8 6 6 6 14 12 10 9 3 - - 14 12 10 0 8 7.5 - - 8 8 8 8 8 TS 5S 4 ON SHEET 13 14 12 10 9 a 5.5 3 14 12 10 9 e S - 14 1Z f0 9 8 8 6 6 14 12 9.5 7.5 4 - 14 12 9.5 74 8S - - a 8 8 .S B.S s.5 3.5 - 6'-0' t4 i2 f0 9 8 5.5 - - 14 12 td 9 a 8 4. - 14 12 10 9 8 B 8 6 is t2 10 9 0 a - - ti t2 t0 9 8 8 8 B '6 8 B 8 7.6 t{ 12 10 9 8 3 - 14 1Z 10 9 B - 1{12 10 0 B B 5.5 35 ti 12 10 0 4.5 - - - 14 12 10 9 7. - - 6 8 B e )S 5.5 { 14 12 10 0 8 6 r4 12 10 9 0 8 ♦ - i4 t2 16 0 $ a a 5S 14 12 t0 9 6 - - - 14 12 I4 0 8 4.5 - 8 8 8 8 $ 6 4.5-- --- 14 12 10 9 8 4 - 14 12 10 9 B &S 3 - 14 12 10 9 8 a 6 - 14 12 B 45 - - - - 14 12 8 BS S.S - - - a B 8 OS 5.5 4 3 - 7' O. 14 I2 to- 0 B 4 - - 14 12 to 9 8 6.5 3 - 14 12 10 9 8 8 6 - 14 12 10 9 6 - - - 14 12 10 9 B 7 - 9 8 8 8 a 8 7.5 6 14 12 IO 9 4.5 - - 14 12 10 9 a 4 - 14 12 10 9 8 7 4 - 14 12 10 3.5 - - - ii iZ 10 0 OS - - B 8 8 0 6.5 5 15 - 14 12 10 9 7.5 73 - - 14 12 10 9 8 8 - 14 12 16-1-6-1-r 8 6 - f4 12 10 5 - - - 14 12 t0 8.5 7 - - - 8 8 S 8 7 5 4 14 12 10 9 5S 3 - - 14 12 10 9 8 4S - - 14 12 10 9 8 a - - 14 11 T - - - - - 14 11 7 5,5 15 - - - 8 a 7 5.5 4.5 3.5 - S,-O. H t2 10 9 5.5 - - - 14 12 10 9 9 4S _ - 14 12 10 9 8 e 14 12 10 7 4 _ - - 14 tx 10 9 E 3 _ B 6 9 9 a 7.5 7 4 *SEE LIMITATIONS OF USE FOR U 12 f0 5,5 3 - - 14 12 r0 9 8 - 14 t2 t0 9 6 5S - 44 t2 W 3 - - 14 12 6S T 4 8 a e T 5.5 4 3 DLADE lA ON SHEET 19 14 12 10 9 5 - 74 72 10 9 8 4 - 14 12 16 9 a 8 - - 14 12 9S - - - - 14 12 25 7S 4,5 - - 0 8 8 7.5 6 4.5 - 14 12 to 6S 4.5 - f{ 12 10 9 7.5 - - 14 12 10 9 8 - - - 13 9.5 4 - - - - t3 O5 GS 5 - - - - a 8 O5 5 4 3 - 14 12 i0 9.5 4 - 14 IZ tp 9 7.5- - - f4 12 10 9 $ - - - ii 72 10 5 - - 14 12 10 0 5.5 - 8 6 a 8 0 L5 6 3 9,_0. N 12 O5 4 - 14 Ix 10 0 4.S - - - t4 12 10 9 )S - - - 14 11.5 4S - - - - - 14 I15)S b - - - B 6 7S 6 5 14 t2 IO 6 4 = t4 12 t0 9 T - - - t4 12 t0 9 8 - - 14 12 S - - - - - ti t2 8 8.5 - - 8 8 8 B,5 56 14 12 9,5 S 3S - is 12 10 9 5S - - 14 12 10 9 8 - - - 11.5 8S - - - - - 11.5 OS 5.5 - - - - e a OS 4.5 15 - - 14'-O. 14 tx 95 5 3.5 - - - I4 Y2 10 9 SS - - - 14 12 10 0 a - - t4 12 7 - - - - - tt_ 12 10 TS S - - B B a 6 $ 7S 4S la 12 5.5 3 - i4 12 10 8 3 - - /4 f2 10 9 8 - - f4 10,5 3 - - 14 10.5 7 3S - - B a 7 SS 44 15 - 14 12 9 4,5 3 - 14 Ix 10 9 5 - - 14 12 itl 9 a - - 14 11 - - - - - - 14 11 7.5 - - - - - 9 a 7-5 6 5 - - 14 12 7 - - - - t4 12 10 - - - - 14 12 id - - - - - 05 8 - - - - - 6.5 8 5 - - - - - 6 8 5 4 13 - 11'-0• 14 12 7 - - 14 t2 Itl - - - 14 12 10 - - - - 14 12 5 - - 14 12 10 - - - - - a 8 8 8 6 7 15 f4 t2 4 - 14 !Z /0 - - 14 1Z t0 - - - - 123 :S - - - - 2S" 8 - - - 8 6 6 5 4 1 14 12 6.5 - _ - - 14 12 10 - - - 14 12 10 - - - - - 115 10 - - - - - 14 10 7 - - - 8 8 7 O 4.6 - - 14 12 SS - - _ - 14 12 10 - t4 12 10 - - - - - 95 7 - - - - - 9.5 7 3S - - - - - 8 7 4.5 3S 3 - t4 12 5,5 - - _ - - I4 12 itl - - - 14 t2 10 - - - 14 12 4 - - - - - li 12 10 - - - 8 8 8 8 a 6 3 12'-0 T4 12 3 - - - 14 12 8 - - - - - 14 -124-10 - - - - I15 8.5 - - - - 11.5 8,5 i _- - - - - 8 8 5.5 4 + - - t4 i2 S - - - - u t+ i2 t0 - - - - -FZ- r0 - - �I- - iZ.S 9.5 - - - - _ 13.5 0.5 4.5 - - 8 a 0 5 4- - - - ( A (/�''�} ,L 14 17 - - is 12 - _ - 14 I2 - - - - - 9 4.5 - - - - 9 6.5 - - - - - a 6.5 45 3.5 3 - - (1) HV BLADE OR 1,I/ HV BLADE i3'-O 1, •2 - - - - 14 12 - 14 12 - - 14 12 - - - - t4 12 - - - 8 8 9 6 B 4.5 _ - W/ } MV WINDOW BLADE T 10 - - i4 f2 - 14 12 - OS 5.5 - tOS 8 - - 8 8 5 4 3.5 14 12 - - _ _ _ t4 12 - _ _ _ _ 14 12 - _ _ _ _ - 11.5 6 - - - - - 11.5 OS - - _ _ - _ a 8 5.5 4.5 _ _ _ 1412 - - - - - ,i12 - - 14 12 - 93 - - - - - - - - - 864 3 - - - WORKING IN UNISON ♦ 14 IZ - - - - - 14#12 - - - - - I - - - - - - N 9 - - - - is I26 6 7.5 4ti 7 - - 1 - - - - - 7410 a - - - 10 7.5 - - 8 75 5 4 3 - - - la - - - - 10.5 4 - - 105 6 - - - - 8 8 5 4 - ta - 14 - _ _ - - 14 - _ _ - 7,5 _ - _ _ _ - - 7S _ _ _ - - 7.5 SS 35 3 - - - 74 _ .. _ _ _ _ i4 - _ _ _ _ _ 14 - - - - - 14 - - - - - - $ 8 a 7 7 3S Y4 - - - _ _ - _ 14 - _ 14 _ _ _ _ _ 9 _ _ _ _ 0 _ - _ _ b 7 AS 3.5 3. - t4 - _ 14 - - _ 14 _ _ _ ip _ _ - _ _ _ td _ _ _ _ _ 8. 7S 5 -4 -14 _ - _ _ 14 - - _ 14 _ _ _ 7 _ _ _ _ _ 7 _ - _ - 7 5.5 3.5 -1i - - - - r4 - - - - - 14 _ _ _ _ _ _ _ 1y _ _ _ _ a 8 8 1.5 5 3 14 - - - - 14 - - - - - 8 - - - - 8 - - - - - B 8S 4 - 14 _ _ _ _ _ _ 14 _ _ _ - _ - 14 _ _ _ _ , A, s - - - - - - s-$ - - - - a ) .5 - - - - FLORIDA BUILDING CODE(bon Nigh Vetoaity Hurricane Zone f14„�, 4��• 02017 71L1EC0,MC. 02017 EASIERN METAL SUPPLY,INC. ` jC,EN;SF;•. ��w BERTHA HV7pA Accordion Shutter System - a 1 L ECC► e N c• A.S w S.Aa IM BLADE#1 w/OR WILT KY W INDON[LACE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 6y.No OESCRIPBON DATE ORuw m: LC. • ��•' •+r `� 6355W.Mo.St.,514.305,w9W:a WDOM.FIOMD4 331a Association, Inc. 1 OLD IS-OBS 7j2Tji DATE: 07j27j17 iP' id t1 Prwne:(305)871-1530.Fa.:(305)071-1531 4268 WYestroads Drive 2 DRAWING No �s \�¢y� 6-mc wl..Oie`om West Palm Beoch, FL 33407 3 17-107 fONA�ANG 1111 WALTER A MLLn Jr.P.E. 4 P.E. SEAtfSi(iN7ti(iRE/DATE Flotaa ix :4ra7 a SHEET OF 20 MAXIMUM ANCHOR• SPAI FOR A GIVEN MAX. SHUTrER 'SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A:aQ OMAN NEGAY"I PREMIRE RILING AND A CO°OESPO_NDtN(`jt(LINT NC TYPE FGR CONCRETE,OR CONCRETE R1,t>rit IN5rAUTIGNS (SEE NOUNTINGS L G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POLTED CORCYiETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE'(Min.I't-3"1) tutaNUNWALL SILL MOUNTING ©CEILING MOUNTING QFLOOR MOUNTING 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREA)FORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min,1'c m 3 1.11) ANCHORS SPACING LEGEND - t/4"0 x 3/4e ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.I'e 3 W) SPAN LtSGR IRCARk PAE PALING I OFSGN t4GiM PFYSSTIRE.RATIfG .TASOI T& MIUc& TAPCON 4R 7/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.I'c - 2 kSI) 30 40 -60 75 90 720 160 205 30 W 60 75 90 12o 780 P. 3O 40160175 90 120 160 205 TAPCON Willi ADVANCED - 1/LIP TAPPER+Y.HORS AS ROVED CENSE BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW BbIT&SPECIALTY t4 tx 70 8 0 8 6 5.5 1♦ t2 t0 D a e 6 14 12 l0 9 tl 8 6 6 THREApFORM TECHNOLOGY WMAANY OR ANY OTHER APPROVED LICENS£0 OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 1; t2 10 8 8 8 8 6 14 12 t0 9 a 8 8 8 14 12 10 8 8 8 6 6 (Min.!'c=3 ks{} ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 5 s 14 t2 f0 9 8 a 8 6 14 12 10 9 6 B 6 S BLUE TAP W/CAP ROTES 14 12 t0 9 a 8 6 7 14 12 10 0 8 B 6 6 14 12 10 9 8 8 6 0 TAPPER+ Al}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* 14 12 10 9 8 7 S.5 3.5 14 72 10 9 8 8 0 6 14 12 10 0 8 B 6 S ANCHORS IS 1 3/4"•AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0` N 12 IO 0 8 B 6 6 14 t2 10 8 6 B 8 8 14 I2 10 9 a a 6 Its i; i2 10 9 8 8 8 4 4 I2 10 A 8 8 6 4,5 14 12 10 9 6 6 4 3.5 A2)Minimum EMBEDMENT OF 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 4 12 10 9 8 0 6 45 14 12 10 9 B 6 '6 9,8 14 12 10 9 8 B 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 sE[uNnATIwLs or u3C rDR T4_ 12 10 9 7.5 55 3.5 - 14 12 10 9 a B 8 S N 12 40 9 a 7 5.5 4 �E G77 SrSEt t5 EXIST,AND i•MINIMUM FOR WALLS WITH NO STUCCO, 5'-O" 14 i7 !0 9 a 8 6 8 14 12 10 9 8 8 8 S.5 34 12 10 9 6 B 8 45 14 12 40 0 8 7 4 - 14 /2 10 9 8 6.5 5 J.5 14 t2 t0 8 &5_51-351-3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 i2 10 _4 _6 7.5 4S - 14 12 10 8 6 8 6 45 14 12 id 9 8 8 14513.751 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 f2 95 7.5 Os 45 - - t4 12 IO 9 B 7.5 55 4 14 t2 10 9 8 6 4.5 3.5 NOTES A.11)&iso)ABO FOEIFS WITH MR INSTALLATIONSETAL OEE NS 20 DIG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-D' 14 12 10 8 8 8 6 - 14 12 10 9 8 $ 0 5 14 12 10 9 a 65 5 3.5 T4_ 12 10 B 7.5 5.5 3 14 ix 10 tL5 7 S.S ♦ 3 t4 12 B 8.5 5.5 4 3 (@) TO EXISTING CONCRETE BLOCK:(ASIAN C-9tT) t4 I2 t0 B b 6 - .is f2 10 9 8 6.5 5 .75 14 t2. t0 8.5 8 5 e - - 1/4.0 TAPCON OR TAPCON WITH ADVARCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILDEX: 14 12 6 65 5A 3 - 14 12 t0 9 B 65 4.5 3.5 14 12 10 8 7 5 3.S 3 _ 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' i4 12 10 9 e a - ^ F41 10 0 0 7 5 4 14 12 10 0 7.5 s5 4 J _ 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 t0 6 65 4 - ^ 9 7S 6 45 3.5 t+ t05 1 5.5 45 3.5 - .. 1/4e0 TAPPER ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 6.5 7 4 - 10 9 7.5 t - T4 12 9 7 7,8 - COMPANY OR AIT OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 tt 7 55 4,5 - - 10 9 7. 5S - 14 12 s 7 4.5 - 8.-Q. 4 12 10 9 6 85 - - t0 9 8 - 14 12 10 8 65 _5 - NOTES: 14 12 BS 7 5.5 3 - - a 6.5 5S 4 3 « 125 9.5 6 5 4 3 ELT)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 &5 7.6 6 ^ Its 6 8.5 5 - - 74 12 B 6 6.5 ♦ - - WITH ADVANCED THREADFOR7M TECHNOLOGY ANCHORS l5 1". IS 95.6.5 5 3.5 - -- - 10 a 85 S - - ti /2 a 6.5 S 4 - 9`-0' iT i2 10 0 8 = - 10 9 7.6 43 - - ii 12 85 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF 1/4`0 x 3/4"ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED WTO THE CONCRETE BLOCK.NO 14 NS 756 - 7 Ks 5 3.5 - - 11 a 5,5 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMTTTEO. 1/4`0-20 S.S.MACHINE SCREW USED StWJL BE 1 I/2'LONG MINIMUM SHOULD STUCCO 74 12 8 tis 4A - - - i+ t2 Its 7 TLS 4 - 14 10.5 7 5.5 6 4.5 - - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. I15 0.3 b5 4 - - - l4 12 9. 7 6 a.5 - - 14. 11 7 5.5 4.5 3.5 - 74 12 f0 9 7.5 - - - 14 1x 10 B 65 S - t4 12 B 6 3 4 - @.3)IN CASE i1tAT PRECAST STONE,PRECAST GO7LCRETE PANELS,PAVERS OR AM'VENEER BE FOUND ON T7tE EXISTING WALL OR lT.dtLR. TO'-O' t4 70.5 7 5 3.5 - - 13 9.5 65 5 4 3 - - 10 73 5 4 3 - - ANCHORS SHALL'BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS N6ICATED ON 14 1/ 73 5.5 - - T)4-11.6 9 6 5 4 - - F_%95 8 5 4 4 - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR BITS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER +14 8 5 - ^ 74 T2 8 85 5.5 4 - - 't3 t0 85 5 i 3 - - FOR INSTALLATION INTO VIES WITH METAL STUDS SEE SHEET 20. 54 12 ID - - - 14 12 9 7 6 4.5 - 14 105 7 55 45 3.5 - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALT.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 525 85 8 ^ 72 9 8 45 4 3 - 9 7 45 35 3 - j4 j0" 7 « - - - t4 105 7 5,5 L8 - - - I1.b 8.5 55 45 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACR40 RELATIONSHIP FOR ANCHORS, 8.5 7 4.5 - - - - 74 11.5 7.5 6 5 - - 12 9 6 45 4 - H t2 t0 - - - - L 12 8 6.5 SS - - /3 10 85 5 4 - - - EDGE 015TAN E VERSUS SPACING SCHEDULE FQR ANCHORS: 12'-0'115 tl5 4b - - 11 8 5.5 4 JS - e 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.%LESS THAN THE INNCATEO.REDUCE ANCHOR SPACING 13.5 4.5 6 - - - 13 93 6.5 5 4 - - 10.5 8 S 4 - - - BY MULTIPLYMG SPACING SHOWN ON SCHEDULE BY THE FOLL01WINNG FACTORS. 8 6.5 - - - 14 10.5 7 5.6 ♦.5 - - 71 8.5 55 4.5 35 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE.. tt 12 - _ _ _ _ A4 115 7.5 6 5 - - t2 9 6 4.5 4 - - FACTOR 105 8 7.5 s 4 3 5.5 4 3 - - - ACTUAL TAPOON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE TAI'W CAP 12.S 0.5 - _ _ _ _ .. 72 9 6 4.5 4 - - 9.$ 7 5 4 - - - - r1p OiCTANCE THREADFORM TECHNOLOGY / MIN.SPACING 13 BS 0.5 5 - - - - 105 75 S 4 - - - - NIS I-]). MIN,SPACING-3' MIN.SPACING-3` MIN.SPACING 3 1/2' AIN.SPACING-3" 3 3/4` 4' 14'-0' 14 f2: - - N 10.5 7 5.5 _ 11 &5 35 3 - - _ POURED ETE& POURED COt7CRETE& POURED CONCRETE& t0 T.5 - 8 7 4.s 35 - 7 5 3S 3 BLADEAIN, O t 1/2' GRNO¢T.2 I/ Fn1mED Da:IA' IL ED, II T 11 0 55 4.5 _ _ _ 9 6.5 45 - - - - V O CONCRETE BLOCK ,1,11 E0.e J 1 101 E0..2 1/Y CONCRETE 1/2' CONCRETE BLOCK Mtl EA•J 1/2"MIL E0.e 2 I/2' OINMIL ED.•Y �'� AUL.FJI.e3 1 MH E0..3" _ - - - - - T2s so es - - - - -55 e s - - - - BLADE WORKING 3' 1.0 4.90 1.0 0.78 1.0 0.84 110 15'-0' 9 _ _ - _ _ _ BS 65 4 - - - - 6.5 5 3 - IN �(p�1�SITU 2 1/2' 0.81 1A 0.67 1.0 iO - - 0.5 8 5 - _ _ _ .. E.S 6 4 - - - - !3� 2' 8,71 - - 0.51 - - 11.5 a. 85 ^ a CS 144 1- - 1 3/4' - 0.91 - - - 0.43 - S26 95 6 - - - - - 10 7.515 - - - 16'-0' a •^ _ _ _ _ e B 4 - - - - - 62' 0.35 - - - 0,35 - 9.S - - 95 7 s - - - - - a 6 + - - - - Fl.QRIDA BUfLDiNG CODE(Non High Velocity Hurricane Zone }ITL'p�"�•• 'l�/�� w Q2017 TLLTECO,INC. LILT EASTERN METAL SUPPLY.TM -aYY1T` LiCEN �••f. v�;` BERTHA A Accordion Shutter System *_ a I L E C'O 1 N C. ■ H.V.MADE#T W/OR W/0 H.V. NDOW I American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y .R DESCRIPTION DATE DRAWN BY: I.C. 0 6355 NW.}6th.SL.Ste.305.tt fnk GARDDi9.TLCAMA 3316 Assoclotion, Inc. i OLD 15-085 7J27ji GATE: .7/27/17 t 4268 Vlestrodds Drive 2 F•-•= 4 rntnt:(3as)a71-1141 .F4 t(3G5)677-153+ DRAWING No Rl4P,.. 'yrY4II1I W4 141'"0401.0m 719.cam SMBst PD)Tn Beach, FL 33407 3 17-107 i Sid , ,11 WALTER A TILUT Mr.PE. 4 N�1! �i'1 "� FLORIDA Ltt.r 44167 5 SHEET P.E,�5EA6 At(�9 GATE s 13 OF 20 MAXIMUM ANCHOR* SPACING (in L HEDULE EOR A GIVEN MAX, SHUTTER SPAN, �.D DESIGN NEGATIVE PRESSURE RATING ANO A C.ORRESPONDINC MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK 1NSTAUMONS (SEE UWNRNGS 1,J.K h L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND fLiw3At11P-.�;�.OTN�0 1 TRENCH QIWNGUARD MOUNTING {iS WALL/FLOOR MOUNTING tQWALL/WALK OVER MOUNTING I[G55uRE WM 0.DMM hTCAINE PBESM MTW(R sa DEM NEQATNE IT95iM WIND(FI .DERM BEAM a RANG(w TAPCON OR tt TAPCON WITH ADVANCED 120 160 203 30 4a 60 75 90 /2a ma 206 30 4O 60 75 90 120 160 2n3 30 40 b0 ?5 sn 120 tb0 205 TNREADFORM TECHNOLOGY II F2 10 @ tl tl 0 fi 12 12 12 12 12 15 8.5 d5 7 7 7 T 7 7 7 5,5 5 5 S S 5 5 5 5 ALL POINTS SOUO-SET 3'-0" ii 12 10 8 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 T 7 7 7 7 5 S S 5 5 5 5 5 R LESS 14 12 10 9 8 8 a 6 12 12 12 12 MS 8 6 4 7 7 7 7 7 7 7 85 5 5 5 5 'j7 3 5 5 BLUE TAP 14 12 10 9 6 a 8- 6 12 12 f2 t-2 12 10 )5 e 7 7 7 7 7 7 7 S b 3 9 S 5 5 5 TAPPER+ /4 12 f0 9 a 8 6 6 12 12 f2 12 15 85 6.5 5 7 7 7 7 7 7 5.5 4 5 S 5 5 5 5 5 4 4'-0` 14 12 f0 9 8 B 0 6 12 12 12 12 12 95 7 15 7 7 7 7 7 7 7 7 5 S 3 5 5 5 5 S4 /2 FO 9 6 8 8 6 12 12 12 9.5 5 9 4.5 15. 7 7 7 7 7 7 6.5 5 5 5 S 5 5 5 5 3 14 12 10 9 B B a 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 5,5 5 5 5 6 5 5 5 3 t4 SZ ip 9 E a 6 S 12 12 12 it 9 7 3 4 7 7 7 1 7 5S 4 3 S 5 S 5 5 5 '4 3 5'-0• 14 12 10 9 8 a 6 6 12 T2 12 12 10 7. S.5 4 7 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 14 12 t0 9 8 8 8 4 12 12 95 7S 6 45 3S - 7 7 '7 7 7 7 5 3.5 5 5 5. 5 3 3 4 li 12 10 9 8 a s 6 12 12 12 9S 8 6 4.5 - 7 7 7 7 7 7 S.S 4 5 5 a 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 B 0 6 12 12 t5 9 75 55 4 3 7 7 7 7 7 4.5 1S - 5 5 5 5 5 4,5 3S - SPECIFICATIONS 6•-0" f4 12 t0 9 $ B 6 6 12 17 /2 10 8 6 4.5 3.5' 7 7 7 7 7 7 7 7 5 5 5 6 S 5 a 5 ON SHEET 13 14 12 10 8 8 8 a 6 12 12 6 6 5 4 3 - 7 7 7 7 7 S5 4 5 5 5 5 5 6 4 3 14 12 10 9 8 B 6 a t2 12 to S 6"S 9 .75 - 7 T 7 7 7 8 45 - S 5 5 3 5 S 4.5 - 14 12 10 9 a B 6 6 12 12 to a a5 5 35 - 7 7 7 OS 15 4 - - 5 5 5 5 5 4 3 7'-D, 14 12 10 9 8 B 1$ 6 12 12 12 a.5 7 5 4 3 7 7 7 7 7 T 7 8 S S 5 5 5 S S S 14 12 10 9 8 8 -6 6 12 10 6.5 5 45 3 - - 7 7 7 7 6.3 5 3 - S 5 5 5 5 5 35 3 14. 12 to 9 8 8 6 b 12 12 0.5 7 5.5 - 7 7 7 7 7 S - - s 5 5 5 s 3 4 - Q VALID ONLY FOR UP TO t70, -75 14 12 10 9 a S 6 - 12 12 a.5 7 S 4 - - 7 7 7 55 4.5 3 - - s 5 5 s 4.5 35 - - PSF A.S.D DESIGN PRESSURE 5,-D, I4 12 to 9 a 8 6 - 12 /2 os 75 5 - 7 7 7 T 7 7 7 4 s s S S s 5 5 5 RATING & FOR SPANS PER 14 12 10 9 a a 6 - 1z 9 6 4.5 4 3 - - 7 T 7 7 55 4 - - s 5 S s s 4 3 - SCHEDULE #3, SHEET 11 T4-12 to 9 8 8 0 - 12 ii 7.5 6 5 75 - 7 7 7 7 6 4.5 - - 5 3 5 5 5 4.5 - 14 12 TO 9 8 8 - - 12 1.5 TS 6 5 35 - 7 7 a.S 5 4 - - 5 5 5 5 4 3 - - S,-0» 14 f2 0 B e - - 52 12 9.5 6.5 55 4 - 7 7 7 7 7 7 6 3 5 5 5 9 5 S 5 5 ti 12 10 B 8 8 - 0.5 8 5 4 15 - - - 7 7 7 6 S 3.5 - S 5 5 S S 4 3 - 14 12 10 0 a e - 12 t0 6.5 5 45 - - 7 7 7 ITS SS - - - 5 5 5 5 5 4 14 12 10 0 B 5 - - 12 0.5 7 5S i5 35 - - 7 7 5.5 4.5 35 - - - 5 5 5 45 35 - - - t4'-O"14 12 10 9 8 8 - 12 it 8.5 6 5 35 -� - 7 7 9 7 7 7 43 - 5 S 5 S 5 5 5 45 is 12 i9 9 8 8 - 9.5 7 45 3.5 3 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 35 - T4 12 10 9 8 8 - 12 9 6 5 14 7 1 7 7 6 1 S - - 5 5 S 45 5 - - 14 12 10 9 a 8 - 12 OS 6 IS 14 3 - 7 7 S 14 13 - - 5 5 5 4 35 - - - 11'-O"14 12 10 9 8 8 - - - 10 T 5.5 4.5 3S = - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 \7� 14 12 10 9 B It - - BS 65 i 15 3 - - 7 7 6 5 4 - - 5 6 5 5 . 3 H V BLADE N L 1 4 12 io 0 8 8 - 11 8 S.S { - - - - 7 7 7 6,5 4.9 - - 5 5 S 5 {•5 - \1 14 12 to 9 8 1.5 8.5 6.5 45 3.5 - - 7 7 4.5 3.5 - - - 5 5 45 16 3 - - 12'-0.14 12 10 8 E - - - 12 9.5 65 5 4 3 _ - 7 77 7 7 B 3 - S 5 5 5 5 5 45 3S 14 12 10 9 B 6 6 4 3 - - -7 -7-54 45 15 - - 5 5 5 45 4 J 14 12 10 9 8 - - - 10 7.5 5 + - - - 7 7 6 5 - - - 5 5 5 s 4 - - 14 12 tO 9 8 - - - O.S B 5 1 3.5 - - - 7 6.5 4.5 3S - - 5 5 45 3.5 3 14 12 lO 9 6 - - tb BS B 4.5 3S 3 - - 7 7 7 7 7'#.5 - - 5 3 3 s 5 S 4S 35 14 41-41 2 t0 9 8 7 5.5 15 3 - - - 7 7 5 4 3 - - 5 5 3 4 3 - 14 12 Ip TRY- 9 7 4.510.5 - I- - 7 7 5.5 45 - - - - S 5 5 45 i 14 12 7n 9 - FO 7.5 5 14 3 - - 7 6 4 3 - - - - S 1 5 1{ 1 3 - I- 14,-0"1144- 4 12 10 6 - - - O5 9 5.5 4 3S - - - 7 7 7 7 7 4 - 5 5 $ 5 5 5 4 3 N 12 @ - 6.5 S 3 - - 7 T 5 35 - - - S 6 5 4 - ti 12 10 9 - 85 6.5 i - 7 7 5 4 7- 10 - - 14 12 10 - - - 9 7 Zb 15 3 - - 7 5.5 35 - - - - 5 5 3A 3 - - - 15`-0" 14 12 i0 - - - - o 7.S S i 3 - - 7 T 7 7 7 3S - - S 5 5 5 S 5 4 3 14 12 10 - B 4S J 7 7 45 3 - - - S 5 4.5 15 - - ti 12 t0 - - - - 8 e 4 - - - 7 Z 5 - - 5 5 S 4 - 14 12 10 - - US 65 4 35 - - - 7' S•5 35 - - - - SS 16•-D"14 12 10 - - - - 15 1 r 145 35 1 - - - 7 7 7 7 6 3 - - 5 5 S 5 5 4.5 13 1i 12 10 - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - S S 4 3S - - l4 12 10 - - - - - 75 15 76 - - - - 7 ^!J ., - - - S s 45 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' ,Ste .` .. 02017 EASTERN METAL SUPPLY,INC 02017 TILTECO,INC. ' ............ CEN1- BERTHA HVW AT.S.S.A. KV.A�cE#1 W/on Wj/O�K ttiMrrllaSW rn d,1 TILUT TESTING & ENGINEERING COMPANY American Shuffer SySfem3 ICY.N pescwRn9N PATE DRAWN ar L Q`��i 6355 N.W.36Vt SS,uo,305,%%c,4t G+fOab,ROG M 37+6 Association, Inc. 1 OLD 15-085 7127j1DATE _07/27/17 �1�- '4Q P6o":(3os)s71-1s)o,ror:(3os)87I-1531 4268 Westroods Drive 2 DRAWING No w .......... 1..:;•'','4,.t11 -11,UlSecoOtlol.cam West Palm Beach, FL 33407 3 EB-0006719 17-107 4 ,11'' WALTER A T1WT Pr- FLORIDA FLORIDA U& If 44167 5 SHEET P.E. S dt%``3M;N Y RE/DATE 6 id OF 20 iMAXIMUM ASD DESIGN PRESSURE RATING (p.s f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GiVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATiNG AND A CORRESPONDING MOS. iYPE, (SEE MOUIMHrS ON SHEETS 10&17). :5=-- L_J B !EE3;T F:AT SOu N PNE N0. SPRUCE PINE RUC PINE SOUTHERN PiNE No. 2 W/ MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2!Y1 MIN.C-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD M�1Nu Gr0.50 WJ W/ MIN. G-0,43 W MIN. G=0.36 1 Nm 5 (wI WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.C. WALL MOUNTINGS 6.0.WALL MOUNTINGS B.O. WAIL MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS A1, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & 0 s&v s&v 5&V w& x w & x w & x _ _ LF9>t u0CE F4S3FE 1A7G y�)iDSDIA$AL4S F0191E Wtt tt9D1 HLULE RLS%M.7C W). p9A Nrh'Vc rtt'+VFE a+rtc(ml lsa.I6DINa'S;rt'09x M,Tc(p+J sa ol501 FtaTEtcEti5US FRG(pd):tom NGF4 Mmat Fx'!&w na Nud pow aJSG(;J) ntsluwue n9c{ u0 afiri NS91d k&�}'EF777O G�} SII 40 80 75 90 OS 30 40 50 75 90 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 BO 05 30 40 64 75 90 OS 30 40 60 75 9O 05 30 40 BO 75 90 q5 30 d0 60 75 9p OS 30 AO 60 75 90 OS '-W OR LESS 12 10 10 9 8' 8 6 6 6 5 5 6 12 to 1019 8 8 6 6 6 6 6 6 [1212 10 f0 9 8 8 6 6 8 6 6 6 12 10 10 9 D 6 6 6 6 6 6 6 10 10 9 8 8 6 6 6 5 6 6 6 5 4 4 4 3 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 i2 t0 10 9 6 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 'b 5 10 t0 9 8 7 6 6 6 6 8 5 6 5 # 4 4 3 12 12 }2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4.` BLp• 1& f0 10 0 B b,5 6 $ 6 65.5.4.5 12 10 10 9 D 66 6 .5 5 4.510 10 9 5 3.5 fi 6 8 6 5 4.5 6 5 44 3.5 - 12 12 fY f2 12 72 12 12 12 12 12 12 12 12 12 12 10 8.5 •_ 12 10 10 9 5.5 4 6 6 6 .5 4.5 4 12 12 10 9 5 3 6 6 6 5 A 3.510 10 7 3.5 - b 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 t0. 12 12 12 05 8.57.5 80• 12 10107.5 4.5 3 6 8 6 S 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 10 10 4 - 6 6 5 .5 3,5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 i1 9.5 12 12 1.5 9 7.5 6.5 g'_p' t2 f0 10 S 3.5 - 8 6 5.5 S 3.5 3 12 t0 8 4 - 6 6 4,5 4 3 3 IO 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - 12 12 i2 12 12 t0. 12 t2 12 Ii. 9.5 8.5 12 12 10 8 6.5 5.512 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 10 3 - - 6 8 4 .5 3 - 6 5 - - }2 12 12 12 11.59.5 12 12 12 10 8,5 .5 12 12 9 7 6 5 1P-0' }2 _ 5.5 - 6 6 4.5- - - 12 10 4.5- - - 6 .5 3.5- - - 12 10 - - - - 6 5.5 4 - - 6 5 - - 12 12 12 12 10 8.S 12 12 12 9.5 8 7 12 12 8 .5 5.5 4.5 12'-0' 12 10 4.5 - - - 6 6 4 - - - 12 IO 3,5- - 1- 5f 5 3.5- - - 12 10 - - 6 5 3.5- - - II 5 - - 12 12 12 1.3 9.5 8 12 12 11 $.5 7 6 12 11,517.51 6 5 4 t3"-0' 12 10 - - 6 6 - - - 72 f0 - - - 4.5 - - - - 72 7.5 - - - 6 4.5 - - - 6 +.5 - - - 12 12 12 0. $S 7.5 12 12 10 $ r 5 SS 12 0.5 7 S 4,5 4 14'-O' 12 TO - - 6 S.S - - - 12 7 - - 4.5 - - - -_12. 7 - - .5 4.5 - - - - 6 3 - - 12 12 12 AS 8 6. 12 12 9.5 7,5 6 4.5 12 9.5 13.5 5 4 3 12 - - 8 t2 - - - - - - t2 - - - - - S - 12i2 IT 9 7.5 5 12 i2 8.5 7 8 4 t2 9 8 5 4 - -0' 12 - - - - 8 - - •• I2 - - - "- - - - 11. - - - 5 - - - - 6 - -1- W - 12 72 I0.'8.5 BS 4 f2 12 8 6.5 5 3 L!8.5 S.S +.5 3.5- Q HV BLADE OR M HV BLADE W/ h�A HV WINDOW BLADE WORKING IN UNISON* •SEE.UJJATI Oi USE FCR DEE A 7N SnTFT/D + NOTES ON ANCHORS REOUIREMENTS: WOQO SNITS TES, 1,ANCHORS TO WALL,FLOOR OR SOLID%000 SOFFIT SRW.BE AS FOLLOWSt 3.SUBSTRATE SHALL CONSIST OF THE FOI3DWINC: -SOUTKM PINE Na.2 W/60.55(HAS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.OWL00t W/LRNIMUM EMBEDMEITT AS INDICATED AT -DOUGLAS FIR W/C-OM(MD-S.) EACH SECTION ON TH SHEETS I0&17, -SPRUCE PINE ITR NORW/G.0.43(KOLB.) EXCEPTION:SEE NOTE 2 GCO'N. -SPRUCE PINE FIR SOUTH w/ -0.38 -MINI 1/2'COX PLYWOOD(1988 APA) AS 2035 2.ANCHORS HOLLOW 0SITACL DE AS PER MOUNTING TYPE U,SHEET 17 AND 5L CONSIST 4F LAO SCREWS AS PER UOS 2015 SPECITiCAlIONS. ANCHOWS aAN OBER INSTALLED FOLLO'MNC ALL OF THE RECOMMENDATIONS MID SPECIFICATIONS OF THE FLORIDA BUILDING CODE Han High Velocity HMrricone Zone 02017 TILTECO.INC. _ (9)2017 EASTERN METAL SUPPLY,INC, BERTHA H TM ~ S A Accordion Shutter System iL ECO INC.�N�. w ■ ■ H.V,a.ADE#1 W/O4 W/O H.V.iMNDON GLADE 1.�`• �. American Shutter Systems CV.N DESCRIPM014 DATE DATION BI: LC. TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7J27J11 DATE 07j27Ji7 O!• l 8155 N.K.3Gth.5t,,,Ste.305.4tMWA WADENS,FWAO 3318 �� Phorta:(305)871-1510.Eot:(303)871^1531 4268 WDslroOds Drive 2 DRAWING No �Y ...........:' 111 a-mel:IulacooaoLcom West Polm 8eoch, FL 33407 s - '-TONL � ED-071LUT 4 17-107 111 WALTER!.TILUT 4r. 7 5 SHEET +j1 FLORIDA L}c.(44767 P.E. SEItUj3t5NNAA(C1RE/DATE B 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 9 HV* BLADES IAS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 8EXTIE M ONLY WALL FINISH SHA L BE LIMITED TO 105.0 -pst A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FQR INSTALLATION WITH ,BLADE Q)& 1A) WORKING IN UNISON 4'X8* A.J)EXISTING IF—Eq ED 1 21 Muk 'O'c"O.T"pic.",OR WOOD(Mtn,}RCOUIRED. T ADVANCED -EDGE (IF APPLICAOLE) THREADFORM TECHNOLOGY I W/ STRUCTURAL ADEQUACY- 14.2'Min.PENETRATION 1/4-,1-2Ox3/4*S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO PHILLIPS TRUSS HEAD TO Of:CERTIFIED BY ODD HEADER. MACHINE SCREWS Min, REGISTERED ENGINEER OR C ED TRUSSES OR tI/ 0 NE _ (SEE SCHEDULE ON SHEET 15) W/1/4"-20 NUTS ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/2' RAFTER 4D 24" ED ED 0 12*O.C. D.C.REQUIRED TAPCON R EXISTING SOFFIT 043 VA2C .14 WITH ADVANCED tHRMFORM TECHNOLOGY --:1-3/4*V.., TKX, 25 ED ED- la I Vx,140/8"CONT,ALUM.TUBE OF THREADED AREA TO (6063-16 ALLOY)W1 14-!l EWSTING.WOO HEADER. W/ 1 1/2'M,'m PENETRATION FEDI JII I E 0 6*O'C� I — R)5/16'0 LAG SCREWS 70 (SEE SCHEDULE ON$NEET 15) -P D1 or @ or EACH 1 or @ or @ I RAFTER OR MUSS. LOCATE LAO SCREWS AT WDODTH OF EXISTING V6VOD =NG M114 2.4" MEMBER.(2.M im NOMINAL EXISTING—t HEADER REQ`OMN.SEPARATION OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS I TO CLASS STUD TO ACCEPT PENETRATION F THREADED (SEE SCHEDULE ON SKEET Il) EXISTING LAO SCREW AREA VAUD FOR CLASS AT CENTER OF TUBE. INSTALLATIONS',7TH 72pst TD LSE I H EXISTING MO.ASD.OE%N LOAD AND 9*-C'MAX.SPAH�THIS OS HV WALL HEADER IN a)AZ 04 Stw GLASS INSTALLATION IS ONLY VALID S+ALLATION ISI FOR HAM Q)AND I I FOR RAW of 9ELY FOR WOOD W/MIN.SPECIFIC *4 S-w tog OR ') _L(D at tow 49 GRAVITY OF 0."AS DOUGLAS SIC& FOR BLAM j 49 —OOR (W FIR OR SOUTHERN PINE No. I SHEEP 4 FOR TYPICAL SHUTTER ASSIUSLY OR EQUAL 2-110UNTIfir SrCTIONS CAN SE COUSNO) 0LV. CEI NG 1 0 1IN ANY WAY TO SUIT ANY INSTALLATION, THY CEILI G INSTALLATION IN CUSS SWARMKIN OR @* MIN,SEPARATION 10 GLASS EXISTING It S.FUR aXEIDMID SEPARATION TO FM (SEE SCHEDULE ON SHEET I I)— G,,\, IS SCHEOUL ON RIDER 19 CE GLASS E ION SHEET I ALTEII,",ATE_ L Off EXISTING WALL;;- 3faJIDA.5/4'HEX CLASS—, 2".6"MIN, WOCC 1 7 WASHER HEAD ICK I DECK REQUIRED — R 6-MIN.WOOD SCREWS a 12*0. (NO FINISH 130 2 rIiII I DECK REQUIRED(NO ALLOWED) ol FINISH ALLOWED) MGE rr-I I I=�� N__' k /4" P 'TA EDGE or DECK 9 EDGE OF DECK F Ca. IF APPLICABLE DECK IF IF APPUCABLE /4 -2093/4*S.S. APPLICABLE 4t;m PS TRUSS HEAD /k '�V01 1/4-0 TAPCON OR TAPCO HE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCE S 4"-20 NUTS .1 MIN THREADFORM TECHNOLOGY 1/ 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-/ THREADFORM TECHNOLOGY W/ I -iT iS PLATE t( IN_ PENETWON at I'MAJED IliW/ 1 1/2"Min,PENETRATION 0 12*O.C.OCTECHNOLOGY W/ I I1r Min.PENETRAT414 Of THREADED OF THREADED AREA TO AREA TO EXIS71140 WDO5 HEARER.(SEE AREA TO EXISTING WOOD HEADER,(SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) FOR (�)HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION (W)HV FLO-OR INSTALLATION ffW,0' FLORIDA BUILDING CODE(Non High Velocity Hurricane tone� ............. 02017 TILTECO.iffC� 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTM 0 INC. Accordion Shutter System A.S.S.A 11LIEC KV.BLAX#1 W/OR W/O M.WNDW RADE Arnerk I % an Shutter Systems REV.R. VESCRiPTIOR DATE DRAWN BY. LC. TILLIT TESTING & ENGINEERING COMPANY — 355 N.w.361h.SI"Ste Association, Inc. I OLD 15-085 17 6 .M%jRofrA CARItOnS,FLOFMA 3316C MY2 CARE, 07/277 Phan.t(305)071-1630.I-:(305)871-,671 Q68 Wastroods Drive 2 DRAV41NG No .. .... OW6719 West Palm Beach, FL 33407 3 I* ", ED 7— L WATER A.TILUT Jr.PE. I 1 107 ILOROX U 1 44167 5 SHEET P.E. SfALj5tGTVATURfjDATf Ia7 OF 20 END INSTALLATIONS (!) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Y..• RO•Opp 5TW5 kEp"0. V.r K%006'] F rAe AAL I Sn�s REOTr. ,�Soros fla fIPGOtl (AS APPUWi1D AV WR�O a IOC. ) 1 wow W1 OOpp snips. TAS APiUWBLE) roAsr \ ! t y�91Rl670p/AX�1' j } `'RI 1 ! r-w Ex+SEwp GLASS 1" PLXOoco R No ! 1:t 4 ! \ SNOS Oust. —E%1sTpq Ctws9• '. EXISlV:O pl i55 -t li Smi4 CUSS utt srnkwm+ .' I \I i In"uw.Fax / t 1, ( ^��llto \1 3 . VJl SPAPAIV, Ff.YAgf,O. ! \S III XO GAS Is[E +/7•KYL ar< �- to B.A'G tSEE vLYY+DOJ. .. SDEDUL W 91fY( ro S(UX +n'CON.Cox ro sn'w E W S"M i(i5•�3•IE4x. 117 E31YS mtM "REarl al sttY fLTDYkop, wFdc€ai HREt fa+ tatua-ra)cwrt. Eim l VY fall.rnx toaxT:Y rca ----------t ,1 rpR Butt a?ua f/a n ra°euaE Nku 9xOL"tD0 ax�1 I ALVY,CLOSER FL— V, L1W000. EYVii, a,SiaE7 i91II+ j"'- bl:1EEX,9 1308 2• p(A,E(104fE 1/a" IIN" AX R R ltp.l a"S.LLS: /! j -. -- lot 1•oa a"Iwo _ _ era a. 010.112,sns.J w �°•"-9 �- o,a oc, tcoef-<ALlnq Ai uremarf 4 ojy.9*,vc«, To 5 111c1 A,-o0.,¢xxa rt i OR MTA"SICE tna:r �}t,08 t�,j pmaR taE orl:) OR SEE OEM x FOR 1 OR�Gy' TO Mots ' SEE OCTAX x AM t{ ,O-®• •i�'- :JxCOHAScwl (3•Ga•(¢?-.a.�.�« =CMNrCra, }j Cv©Cl!�+-O•fai�- 8-4Y•`W a�•ri • ip 7RXMS (�,..6 •8 • � ^�•C• 7 - TO iRILYts -(�.l'ti-�•Ty" C�}(!J-04 �• t�•g -v'd�- @1 CCJJ { Q i9•d©13- t4-33(&- ,a- .0-04)-0-5- END 0.0 C�)-0.5- }�.{g.�.�g.aJ.�p. ��3•�#�-d1 CTl- Q•fs•�•O•�•g' '�'�L°'Q�'C�t'rJ'f�.' �•�.�•�X';f�•� p•L.�,q�•pg�.�. �•�g s•i END CONNECTION DETAIL09 END CONNECTION DETAIL(7) END CQNj9ECTION DETAIL� � END CONNECTION DETAIL (CO ryO�ssnSNG I.PE xmv ONLY ICA SPAYS CTQARR THAN f91-0• 2'N'M W ,f4'A TMpOlt Atip1aRS ti.-It TA"'GaN ANaMRS sp.ijY s Y.S. �Y�'REO'o (>'tj t if2•W, qJ 1 In•WK OfO 15.G �EXMIN10 GLASS'--\\ 11 FO+LXfUnOt/0 1a•O.0 MORAWN O fa'O.C� -_ urL to owc tam ♦ SEE UAit AMONS OF USE.FOR f[K Oswwna+ 17 -I _ ,la•mu. SDIEDLI E +Giro 4 D ro aw55(Ur UOE Al ON SHEET 19 soaroaE o,%QX I I pvtcs 2: j 'aaA=firmaa°� {fla YN ` TT."_ / t i ly`y r _._. .,,.._ Mi"c(B�pR(j� Ni9 i Yw. �%' �0R 5 x I JJJ ! /� / \ (DOR 4-*f 4 B�pR(�D-yin/' �#.tD.vo•p.°,:''. , ; wuLruns+ VIEW Y.ruul»apo .rt •OQ-ppr.�s- T`�pRGR(IryC4S1 Y •d•t,7•D•r�.�. musREOD Iwo+ PLAN CS t)•t?7.4i-Q•�•f4- Ca3•fl•,Ey.p.X•�. £a- 13.53 t O t3•��E#- DETAIL X END CONNECTION DETAI END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone `11Q'vN. ..•,•••C/�. 01017 TILTEcO.Inc. 02017 EASTERN METAL SUPPLY,INC. 'mak �.� �s ••:�� ERTHA HVTm A.S.��` A iL E C-0 1 I(�. Accordion Shutter System KV. i�.AUE#, w/OR w/o KV. NOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Sy9tiam$ EV.N OESCBIPT1O11 DATE DRANTI BY: LC. ��'., �"(n Association, In* I OCD 15-085 7/27/t DATE: 07/27/17 a31S AM 300,St,St..3303.mgm ivI Wools.I'Lawk 33Ia Pho":('305)871-1550,To.c(90°)071-18314268 Westroods t():rive 2 QRAP1)NG Na �+ ............VI, ''. ;' e-.61:Latoaoo.IA.Com West Palm Beach, FL 33407 3 E8-000573-•�.flD�AL L�� WALTER k TILUT1Jr,P.E. s 7�'1 O7 FLORIDA tic.(s4167 5 18 P.E. SEAL/SIGNATURE/DATE a $HEETFT OF 20 a r17 w��l IAM An N5 AND CON(�tONSOFO$E FOR BERTHAJI RIADE A( )OW BLADE 4 31 AWKING IN i.LUX.A.S.D.DESIGN PRESSURE RATIM+110,-110 p, f. 2.MAX,SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M.0.T,U&WON(C SHEETS i6&17. 'CJOA125 ONLY ECENTERMATESSYL ETI (BOR OW ALLO NG LA�OUARE IN CASEB WITH 61) OFOPPOSING RA1CL T$ _g4- N DUf,W')UUsr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CELE 0 IN ATYP.EA.EMD • • • ♦ r• r r rr r' S.(A)TN WNDOW�BLADE R Stall ONLY ALLOW A MMIMUM OF 5 OPENINGS (3�a HOLES)FOR C'l PER BtAOE AT SPACHICS SHOWN ON SHEET 4. 4 1 r (e)MIN.CLEARANCE fR0 TOP OR BOTTOM EDGE OF TF1 WINDOW MADEa MA%.5 WINDOWS r s : a • r OF ANY 3b HOLE FOR V SHALL BE 12. AI.LOWED'AT TN ud. r r r rr W9NDOW BLhDE� � r , ' (0)FIRST OR BLADE fAMUIX;OUT FROM STARTERS AT ENDS MAY BE HV 7rr, WINNOW BLADE 1I ♦ (0)HV YRN90W BLADE�MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. 31. ♦ /?rt1 /rv) r r (E) MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o • • ♦ • ♦ 4� r rr r l 1 1 ! eLACE T 0.T ERNER SIDE OF THEM. SEE END _ s • ♦ a ` r f� `�,` (F)POLYCARBONATE INTERIOR Of THEPEN77OGN8£INO PROTECTED.kSHALL BE INuPILLW+NOOW�M�BE E CONNECTION + + Isa F �(,"j !, j ONLY INSTALLED AtID LOCKED Ub7NC A HV SETTING TOOL PR0410E0 BY A55A, DETAILS ON SHEETS • M � 41 ``uG ALL INC. to& 18 TYP.�' 1 FULL HEIGHT. S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FLEWS ( g � BUIUNNCS ON SHEET 15,AS UNITED,BY SPAN AND DESIGN LOAD(SEE NOTES 9 P gin 1 &2 ABOVE). It t'+ C'V9Ul CONCRE7.SEE TE OHR CONCRETE BLOR SPACG SOM WALL ONEDULE FORBNSHEETSSTALLAT 1RkN5 INTO 3 AS URED LIMITED BY IIISPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). 8.MIIAMUU SEPARATION To CLASS SCHEDULE,PER ASTM E-1996: „i (TSEE PLAN SP TOP&FOR RE UIREUENTS) WHO D H W ) ORQORWHO ZONEMINIMUM SEPARATION TO CLASS UITEO WMTH-- 1 THRU 3 1' ELEVATIONMSL STPARATI TD aAss EXISTING CLASS SEE SCH r..E ON SI+EfT It ETR.": 4 625' _ _ Ala ON SF95 St4:Ei FEEL 9LlA"6 &V AAM. M' (SEE NOTE 4 ABOY0 'F1� TYP. Sri.'ETRL CENTERUA7ESAliD \ r/ I, Ta—A.5d W/ ONW/O (SE NOTE 4 ABOVE) PLAN. A 2t4— — % ;TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLAIN: A SHUTTER* -- TI��pArA FLORIDA BUILDING COOP(Non Nigh Velocity Hurricane Zone 1117 Q. ,.• "''n1� 02017 TILTECO.INC. 02017 EASTERN IA�ETAjL�SUPPLY, INC. BE HA H M TM Mo—"�' A■�■ ■A■ Accordion Shutter System i� E N C. H V. BLADE#1 Wf DR W/O H Y.NdNDOW RADE TILLITTESTING & ENGINEERING COMPANY American Shutter Systems CV.R DESCRIPTION DATE DRAWN BY: L.C.'•. tc :' a3as M.w.36LA 9L,sca Sas 11RCCiA D+RDDrs.FLORfiA 3na Association, Inc. t OLD 15-085 7/27117 DATE: 07/27/17 Phone:(]05)871-15AD.FaM:(395}971-1331 4268 Westroods Drive 2 DRAWING No - Lf5� 8 A tat.c6719— West PCIM Beach, FL 33407 3 7— 0� ^� WALTER TRLiT J.PX. 4 r"..•rr FLORIU Lk111. 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 119 OF 20 S%2 VARIES INSTALLATIONS WZ d) HV BLADE & HV CENTERMATES -12.000-Max. Uln A`-01 PIC 6x , ,'A ui�0-60 GALV. 2'Max. tu,METAL SIUDS AT 43b INTO METAL STUD WALLS 119 0-- - -------- a I; o,c.f"04 50 1/2' A75 114"0 I NOMNAL GENERAL LIMITATIONS AND CONDIPONS OF USE ALUMINUM SLEEVE FOR BER11160)HY BLADE ACCORDION SHUTTER 6063-T5 ALLOY SYSTEM INSTALLATION TO METAL STUD WALLS KANNEL. a 6-D.C. 3.000" (1 3/4'.6 W/4-.DOW THICK Mhl 4a CONT, GALM.STEEL TRACK c ASTM A-03 GRADE 40 W,n.0-60 SEPARATION TO CLASS SCHEDULE GALVANIZED FASTCNEO TO STUDS T 1. MAX. A.S.D. DESIGN PRESSURE RATING. +75, — 75 (psf) JNI.t/2'TEK SCREWS ON ExistRIG FINISH .W1,611.11&EXTERIOR FACE AS APPLICABLE 2. MAX, SHUTTER SPAN: 84- MND ZONE MINIMUM Am E—i996 TO GLASS SEPARATION 433 LENGTH , il' ( EXISTING CLASS— MIN.SEPARATION 3. ALLOWED MOUNTING MS ON THIS SHEET, 10 CLASS 1434 I Z4"0-2OX3' BOLT (SEE SCHEDULE) NLY.CENTERMATE 201 W/ 204 HV LOCK ARE ALLOWED I THAU 3 1. 4. 0 MUST PENETRATE(9)1. Wl V21 ARRANGED-M A SYNIMETRICAL LAYOUT. 0 U' 0 (2) 305 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4.1 1 3/4*.6 1/4'x 0.035*THICK M' EXISTING FINISH f INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.3731 *1 �250' 050" OUT.GALV,STEEL TftkCK="I'.z. AS APPLICABLE CENTERMATE. D FASTOIED653 GPADE 110 STUDS M10 on on ON ON W1(2)10.1/2*IV SCREWS On 43s dao �INTERJDR&EXTERIOR FACE O.C. 1/4'0-20 THREADS 01 a. D.C. BLADE SLACK DETAIL HVF IS ALSO VALID FOR J/4!0 Ut A. w- .". _ --ELCO CONSTRUCTION 1/2" 12 CENTERMATE(BAPPUCATION WITH BLADED PRODUCTS M—LOK ME) dab C' 1/2'.0.03 THICK 0 6" 5" COMPONENTS ASTM A-663 GRACE 40 O.C. MI,.G-60 G&VSTEEL. METAL STUDS AT is'D.C. Min. WALL HEADER/SILL INSTALLATION —EXISTING FUJISH AS REPLICABLE SCALE, 3/8-- 1- )i (TTP.Top&BOTTOM) —ft-- —————— — 1 3/4'.6 1/4*.O.OW THICK M;n, -ZCOT.GAV.E—XISTING GLASS IASTINA A-65STEEL TRACK CHANNEL.3 CRAOE 40 Min.G-60 IZED FASTENED TO STUDS -JSYMMETRYCAL (2)J16.1/2'TEX SCREWS 0.4 .,V, i i - MIN.SEPARATION VARIES I IN R EXIERTOR FACE 4 a 43b 43c CENTERMATES W/'�T :CENITERMATES W/ i TO CLASS 2* (SFE SCHEDULE) Mux. I INTERIOR ACCESS SIDE DE, �'�,,EKEMQR-Agla Sl !7", • il L-I ------- -----— ----—-----------—--------I r------- --------------i r--- --------------- @4 ----------------- - ------- —� —.1. �111 12 ---—-------—- —---—-------- ----------------- y -——-——------------- -- ----—----- - --------- ---—---------—- - —- —----------- 21 1 2}42 21 21 LOCAT 0 AT @ ------------- — ----- ---------- ---- L -------- ---------- W HEABEJI/SILL ENDS VIEW Y +PrC2l . ............. IT', 3 24 SIDE CONNEC'nON TO TRACK 4 12 6'Min.) -n 3 1/4-(Typ.) A� V i 8 1/2"(Typ.) 7 —6 1/2'MAX.SLACK (Cont.) HYA VB BLADE SLACK DETAIL HVE HY9 FLORIDA BUILDING CODE(Ron High Veiocily Hurricane Zone: IIIVL 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System L g 0 wSnSwAn H.Y. BLADE#1 W/OR W10 H.Y.WIWW B." �f7i7 A :> TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems q(v N. DESCRIPTION DATE I DRAWN BY. Lt. Inc Association, . — Q nr. 0355 N.W.no,51,St.,30--,%lFlGhlk GARDENS,FLOR10A 331111 -- OLD 15-IDBS 17111—Iff;111R�A!lla 117/27/17 DRAWING 05)871-1530 Fax (305)871-W531 4268 Westroods Drive 2 G No —0:t3to:.O. — West Palm Beach, FL .33407 W. E9-0006712 17-107 WALTER A.RLUT J1.P.E. "ORIDA U,-If 44167 5 SHE P E S OF 20