Loading...
HomeMy WebLinkAboutProduct Approval- Accordion 315/2020 Florida Building Code Online M` - SCIS Home I Log In i User Registration Hot Topics ? Submit Surcharge ; Stats&Facts I Publications Contact Us j SCIS Site Map i Links i Search i Product Approval _ S!R•Public User ,Q G Product duc[Approval Me >ProAProdSearch ,p F or Aoolicatlan Search>Aoolication List>Application Detail ® Q FL# FL389-R9 Application Type Revision PC`PAd O Code Version 2017 04���P 4 Application Status Approved F Comments Archived Product Manufacturer American Shutter.Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.cam Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilllt,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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 GOI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 -CERTIFICATE OF INDEPENDENCE.PDF FL,389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING -17-106—CERTIFICATION-OF-INDEPENDEN0-(.y).PDF.._.___.__.. FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE-PD 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 StandardsFile � '-r Certified By ' BYr https://www.iloridabuilding.org/pr/pr app dd.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: W ® eChec M o https://floridabuilding.org/pr/pr_app_dtl.aspx.param= 9 wGEVXOwtD vYYHH2vJvx53MwsXdCOtOXOsoPMYK7UC8/o3d 2/3 GENERAL NOTES: I.BERTHA H.V.ACCORDION,SHUTTER SYSTEM SHOWN ON TNtS 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 NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.DESIGN WIND TA CONTENTS T TCS BE INSTALLED WITH SA DS R CTIONALITY FACTORd Q 85BE DETERMINED AS PER E USING ASCE 7CTION 1620 OF 710 AND SHALVE LNOTEXCEED THE MAXIMUM (ALS.IONED CODE,FOR A BASIC WIND.)DESIGN PRESSURE REED REQUIRED BY ATINGSSNDI TED WHEREDICTION SHUITERµti i n �� � 4N i EN i,7 ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A_S.O:DESIGN WIND LOADS AREA 1: �(14DES('h& I(� BY MULTIPLYING THEM BY 0.6 N ORDERTO COMPARE THESE W/MAY.(0.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, t9&20, GENERAL NOTES SHEET 1 IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33»INCREASE IN ALLOWABLE STRESS FOR WEND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH.SECRON 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV OWE 0 J0214.01-03.84715.01-03.11004:01-05,#1214.01-05.#0317.02-06,00608.Ot-10 AND,10210.01-11�AS PER TAS-201,TAS-202 AND-TAS-203 PROTOCOLS AND ASTM E-1886R-E�MV BLADE(1)AND HV WINDOW BLADE AND E•-1996 STANDARDS(MISSILE LEVEL D,WIND 20NES 1. 2&3)&01220.01-10 AS PER TAS 201,203.&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE Q 00505.1-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2, 3)BASIC PROTECTION ONLY AND 0'0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL.SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 8 2.HV BLADED AND HV WINDOW BLADE 9 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 SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114.1.75'RESPECTIVELY,410-M MINIMUM SERIES C£NTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kat YIELD STRENGTH-AND 180 kit TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN-SHVM SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HF_AD, END CONNECTION 4.ALL ALUMINUM EXTRUSIONS SFW!.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 A140 3, MINIMUM YIELD STRENGTH FOR 8063-T6 ALLOY IS 30.0 ksi AND 35.7 k.1 FOR T DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPANSPAN TABLES SHEET 11 6495-TS ALLOY` ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S,AND SCREWS COMPLY W/AINLESS EEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50418 WITH 50 kit MN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6,BOLTS TO DE ASTIM A-307 GALVANIZED STEEL,OR-AISt 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 1O 1 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE a)& WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 S.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM SEARS A U.&PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US,PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE i(lA ONLY 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 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 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 HO ,1,- W WINDOW BtAQ,�� ONLY CENTERMATES AI40 ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 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.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 N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS PF-D.PREPARED BY THIS ENGINEER IS GENERIC.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le-WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.. OB (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RBA..PRONGED HE/SHE DOES NOT DEVIATE FROM THIS DRAWINGG SHALL ONLY BE USED TO THE CONDITIONS DETAtLEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 11 OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED TTY ANY MEANS. FOR Rdt N BLE FOR THE PROPER USESPECIFIC PROJECTS$KILL BOFPTHE P.OREPARED.ENGNEER OF RECOOA FLORIDA RDR,ACTINGED NAS A DELEGEER OR ATED ENITECT GNEERCH YTO THE PJLM ENGINEELL BECOME THE R SHILL SUBMIT OF RECORD TO TN !ATTER THE SHE SPECIFIC COA THE PROJECTHO WILL BE DRAWINGS FOR REVIEW. (a)ORIGINAL P.E,O.SHALL BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. rAuAua'�s�,., FLORIDA BUl1QING CODE(Non Sigh Velocity Hurricane Zone Itis�4 � 02017 TILTECO.INC. 1J 2017 EASTERN METAL SUPPLY, INC. }Y�- til�t ��'t q BERTHA HVTM Accordion Shutter System nluEca ,N�. A.S.S.A. H.V. MADE#1 W/OR W/fl H.V.WNDCPN BLADE � }/L y American Shutter Systems IEV.N orsmpnoN OATC DRAWN W. Lc � C U�✓ TICCIT TESTING & ENGINEERING COMPANY ' . Association, Inc. 1 OLD IS-085 7/27/1 MIL: 07/27/17 a� assn h s:( 5)SNs.Bos,t.Fb.;(305)0 1-153fLORZA ax 4268 Westroods Drive 2 Phone:(303)871-1510 Faa:(SOS)871-1531 DRAWING No s-a AIT tlls�ooaaacom West Palm Beach, FL 33407 s a`` WALTER A TILUTtJ,P.E. 4 1 V7 P.E.•t1:Xt SiFitVA�`URE/DATE FLORIDA L� 1 4 167 6 HE OF 20 .3 rP6 unc Q o VARIES / -ji_ - N .�. o o0 e OY Q �q,Tr• 0.4 a' ' .04 'Hq '•'� ua 1 � _'J og a, 4. ' .. •l � All � 0 . t HV SOLID BLADE 3�HV UNIVERSAL FLOATER lel HV 90',x180 STARTER J.6 ° QUALIFIED'FOR USE W/ COVE�RED UNDER US PATENT 5456179 QUALIFIED FOR USE W/ HV BLADE tD �}�V, IIRREC.CT MO HV BLADE(i (R,HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER -SEE U ONS OF USE OF BLAD ON SHEET 19 6063-T6 ALLOY' ELLOY AND 373" TEMPER .124• rj"', 60 - TEMPER .2 6• S5 �va 065' do� 70" 26" 072 '-• 842 • r c � 4&W ry .8/ 092' w, liV ADJ. ADAPTER W/LIP 4 a 6` t2. 0.07T' 7, .920- 26• QUALIFIED FOR USE W/ HV V WALK-OVER TRACK 6�H„V ADJ. FLOOR TRACK DUDE O OUAUFIED FOR u E W/ W HV TRENCH TRACK - LOY- BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR U,S�E 1V/ HV 6063-76 ALLOY A D TEMPER BLADE&ONLY. C HV RAINGUARD BLADE� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV ' 63-76 ALLOY_d pli ,AGM R VARIX _ "1 1.836' BLADE 1 t' . 15 VARIES 1.936' 6063-T6 ALLOY A 0 TEMPE Mox, ov. 1.917' g .083• ( � 083' 83' .100 .063' o I A 3. .0 3'61 ` O6q" .S T 670 tiA 1 •0 870 1.68_6"J 0 670 , 1:59' 7 t t HV CEILING HD WALL HEAD HEADER t2 yV HEApER�SILL 13 Q FIED FOR USE W/ HV BLADE 1 ONLY, OUALIFlEp FOR USE W HV BLADE(1}ONLY 6063«•76 ALLOY AND TEMPER"' 4UALIFIED FOR USE LV/ HV E lO 14 ER,xSILL SEE SECTIONS FOR VALID ECTIONS 01TY. QUALIFIED '0USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEAlONLY. 6 TEMPER x COMPONENT A B T1 T2 X Y t MN.X MN Y MN.1 1 1 2" I 2' 0.125' 1' 1 0.062' 0 2' 5'MAX. 1/8" 1/8' 3" 3" 10.09q" t' 2' 5"MAX, 0.102' 0.192" x 16 SIDE ANGLES e ALUMINUM ANGLES L AUMtD 24' 7'17RX. also' 0.140' rOl C�t1R%R POSTS Qt1{d.tFIED FOR USE Wj HV �ALIFIfD FOR USE W/ HV BLADE(j) QUALIFIED FM USE W/ HV - - BLADED -T6 ALLOY ANQ TI'S 6p63BTbA LLOYANDYTEMPER 2' S'MAX. 0.739' 0.131` 606 CLOY AND TEMPER rlMltlJl'E FLORIDA BUILDING CODE(Hon High VelocityHurricane Zone yT11I�` Z/,f �� 02017 TILTECO,INC. ®2017 EASTERN METAL SUyPjPL�Y,j INC. , '. � BER HA FV7m ;, ENs ti�-; - -�---- A S A 11 L!EGO ,N , „ , Accordion Shutter System H.V. BLADE#1 W/CR W/0 H.V,WNWW BI.ADE ah� TICCIT TESTING do ENGINEERING COMPANY American Shutter Sysfems REV.N DESCRIPTION DATE WWN BY: La r 6155 mw.16th.St,St..30l.41RCM OMDDS,riMZW 3316* Associoti0nx Inc. t OLD 15-065 7J27J1 oATE; 07f27J17 p �TE DF (305)871-1530.For:(305)871-1531 4268 lvestroods Drive 2 DRAWING No w ''`•��l9�••'4++'1\45y 4 %Wt. West Palm Bench, FL 33407 4 �^ s //"T •••y©� 111 17 WAL1Eli 0.TILUT Jr.P.E. -1 07 FLDROA U.j 44167 5 SHEET P. � kTllh6 2 OF 20 E/DATE SHUTTER ASSEMBLY SCHEDULE FOR I 12• 114, kNCE 4625, HV in HV 64 41 TO 61AOE T(P EW (1) HV BLADE 1 &\ Hv WINDOW OWE .0625 .0625' .0625, (i, HV BLADE IA y BLADE'S 75" HV LONG RECESSED NYLON BUSHING I KNUCKLE .0625 + (TYP) D.0621- 3 HV SHORT RECESSED NYLON BUSHING rl I (Do HV NYLON HAT WASHER R(BFlgr Farman RtY50, o HV WHEEL CARRIAGE AISI 302-303 SERIES n .Al2 7 0.870*0/16" THICK NYLON WHEEL. @ 2 1" HV WINDCW 10 162,, so- sty C FiR X oc SE"1C.' 11 03.0 1750V OA88'0 AISI 302 SERIES S;S. RIVETS BETWEVEU A625' 3.7500' .0625' 4 HV 1 3/4- ACCORDION PIN W1 #8 HEAD EXTERIOR L J. 10 OPENINGS 5'3/4- ON C NTERS 75W L-2 1/4' @ HV 2 3/4" ACCORDION PIN W1 #8 HEAD T CLEAN POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN TYPICA HV WINDOW BLADE ANDPOLY—CABONAIN TE HV WIDOW DETAIL (D OR (13 N.T,S. --@ or @ EE NOTE FOR [SEE GOR (9 —1 n7l POLYCARBQN E IMPACT RESIqTANT HV WINDOW F BAYER MAXROLON 3103 POLYCARBONATE or ICE RESINS, UV-STABILIZED GRADE OR SABIC 1 121"MIM CEICE tIILEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO BLADE SOTT.p 9 INNOVATIVE PLASTIC LEXAN 103 RESIN Q 1.11 i !I (D OR (a (SEE NOTE -F- ON SHEET .19). 0 (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR(9 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV 1@ OR EXTERIOR APPIJUME REVAT :gMCAL SHUTTER ASSEM8 Hv @ BLADE. s. NY PIN(9 OR. Tp RDV4= (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 10.324* (SEE NOTE *FOR s1rcox au'lly 4TU 0712 0-013 Wm* 0.043 lble BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. REOUIREMENTS .04 RIOR TEPSU YAW SU4941. ASTJ D638 2.400 P.L 9= TY fLaQQAL 57Re=H Al r AM D70 0 12 ,500"'L 13..W PAL (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER nxxu$VL ucms ASM 0715 .140•00 F,.L 3A5.000"l MACe 4T INSTALLATION PER DETAIL X, SHALL BE USED FOR DIRECT MOUNT Nox�m a00 AMU 022 18 n-mIN 17 vr-onn SHEET @ suon owsr" ASN D28-3 474 x e4.5 r uAY WEL CARRIAGREMBLY E DETAIL LAYOUT rule of cua ASN D= C-I CLA% C-1 CLAM MF manou ASTM D1929 IUD 7 980 MEA� AM 610 TmME St DJD am*UUCRM -SIV 838 9302 p," .1 e940 HV BLADE SOLID & BY WINDOW BLADE DETAILS TDISLE StbM empE WEA71004 Asw"D . 6401 p:,1 I WO p.1 N.T.S. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone,' Q)2017 114MN METAL SUPPLY, INC, 02017 TILTECO.INC, BERTHA HVT1A A. =—MIL ECOme. . .A Accordion Shutter System ■ KY. BLADE#1 W/OR W/O KV.WINDOW BLADE SS Am It%N� pEscopno" DATE LC, American Shutter Systems DATE 4 BY, 07/ L 27/17 C TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 )7/27/17 IDS.VRPM WDUM FLOR"3306f .0 355 rLw.341"Sj-S�- 06 2 bon. (305)871-1530, (305)871-1,531 4268 Westroods ve DRAWING No .-..3:t3t.coftol. West Palm Beach, FL 33407 3 6 044'1�Axxrr 1.11' 17-107 "ALTER X TWT Jr.P.C. FLORD&U.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE] 6 4 OF 20 NCREtE ANCHORS POURE41': POURED (SEE SC'It.C ON OR C POURED CONCRETE SHEET T3 REOUI —1/4b-20x3/4'SS. CONCRETE ) CONCRETE ANCHORS MACHINE SCREWS REIIUIREO (SEE SCHEDULE ON VI/ 1/4"-20 RCIIUIREO CONCRETE ANCHORS 17 18 CYSTDVE(SEE MOUNNia®aN SHEET 7) jSHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) I`' Iain. 1/4'0-20x3f4"ss.12oatf4 ' EO UACITIN£SCREWS EO EO USING 1/4'-20 NUTS0 12'O.C.E.0• 1i .250'Max. ! ti ,j 13 oRi5 LJ oR 15 250' .250'Max. 1 E.D.• I + OPTIONAL t (^ OPTIONAL UN I + UN gFAR+71pi 11 1 ; If0 aAm ' 1 MiN,SEPARAnOt4 TO GLASS 1 B I ( OR 1 � 'I + ( EXISTING —.r (SEE GLASS SEE ON SHEET 11) 1 GtAStS—i aARATION m� J' '''--(SEE SCHEDULE ONTSHEET 1Q I t xlsrMac Gess ( NV WAIL HEAHEADERLNSTALLATION HV WALL H 1 ABER INSTALLATIO 8O HV WALL HEADER INSTAL[ 'jIQN + KEYSTONE CASTING , MW.SEPARATION'TO SS O GLA GLA5 + �__���_�� � (SEE SCHEDULE 014 SHEET 11j i 1 Mt+.smAtmw 1 OR 1 t I LJ EXC CLASS U TO DAs(yE I 1 t MIN.SCHEDULE O TO GLASS CLASS (SEE SCtiEENiLE ON SHEET (t} i 61 s¢r tp fpt 1 81E1SN4t Qa t 4 EX45RNG ' i _ OPTIONAL CLASS"—' Ili ill ; 1/4"Max. OPTIONAL 13 15 + EO + t tl,. I'. }_ -- + 71TE fi U 12 oR I4 ---- I/4'D-20x3/4'S.s. Wn, EO E4 FH-�Il.tPS TRUSS HEA➢ I 1/4'0-20xs/4`SS.PHILLIPS /,"..��1$ MACHINE SCREWS USING ., ,ti CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS -L t' 1/4`-20 NUTS 0 22`O.C. �D COtCRETE^— �5NEET 23)OULE ON YJf 1f4"-20 NUTS @ k2"O.C. POUfrO CONCRETE (SEE SCHEDULE ON SHEET 43) t"'f+^ OR CONCRETE BLOCK CONCRETE BLOCK - t S,�aaCRETE ANCHORS REWIRED w REOmREO }(V WALL SILL INSTALLATION (SEE SOHEDULE ON (F HV WALL. SILL, INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLCCK Y� WALL REQUIRED HV WAL(. SELL INSTALLATION OR COMA-MITON OF SECTIONS: INSTALLATION DETAILS W/ 1—SEE SHEET 4 FOR TYPICAL SHUTTER E.D. EDGE DISTANCE • SEE LIMITATIONS OF USE FOR 1"{11 BLADE ASSEEtBLY 2—l4QUNTING SECTIONS CAN eE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET IS tN At4Y WAY TO SUIT ANY INSTALLATION. All! li,. FLORIDA BUfCODE(Non High Velocity Hurricone Zane 't{{ ��4 `G`����!.,'.✓� 02017 110CCO.INC. 02017 EASTERN METAL SUPPLY,INC. L C 13ERTHA HVTM .4A.S.S. Accordion Shutter System I MV II N C. KV. BLADE#1 w/'OR W/O N.Y.'r5INXTI Y 6LAX �Q t�� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems LV.t DC55R1 10N DATE DRAWN BY: L.C. assn N.W.34a SL,Ste.SOS.i7RCR A C+A8L15.ttGROA]rib Association, Inc. I OLD i5-085 T/27/1 DATE: 07/27/17 .hf;" �t?R10P!'. '{4 Pnana:(305)871-15]0.rax:(503)1171-1531 4268 Westropds Drive 2 DRAWING No �+ AI o-m:P1:I000a4laai xa+n West Palm Beach, FL 33407 s WALTEN -00061 .nLUT1�1.P.E. 4 1 7-107 rtORSM 1 44167 a SH P.E. SEAL/SIGNATURE/DATE 6 OF 20 ED CONCRETE ANCHORS r UN SWAROgY ..j'j �'�}♦ CONCRETE SHEET(SEE SCHEDULE ON SHEET IS) i. TO aim(SM / 'T —^ `•u'�R `� EXISTING 1 TO CIL txw i tr 7 1 REQUIRED its 'J7ANO GLASS-•^I r )'Tsu�rauE a1 - EDGE OF SPOUT 10 Fqn WAMTxxi ET ) I J E.D• APP EXIS OlD(5N k ` C^ 6CMpAf- 9 ALTERNATE I ` ;I ' ! I EXISTING t LOCATION I t i i 1 I i GLASS 3 410x3/4'HEX WASHER HEAD I 77 t T t OR OR T S 3/6'uvt TEK SCREWS 0 72`O.C. r' EDGE OF 0SLAB F 8 318 IDN, CONCRETE ANCHORS {SE SCHEDULE ON SHE13) ,O t '•APPLICABLE] v IEO 'j, f` ECGE OF EXISTING EDGE CF^-) c ` /171 SLAB IF GLASS—• SUB IF i J J 'j 1/2 f EDGE OF SLAB J f J "' APPLICABLE �. f" 1,�,. •�Ot _. i APPLICABLE £0 ^E 0 f ��" TO OJ55(SEE r f ., APPLICABLE " D.•' CONCRETE N REDFUST HEAD CONCRETE ANCHORS XTa� T POURED 'X t.. j ., co VE REO AM (SEE SCHEDULE ON SHEET 141 a Ot27 74 mAD t T O ��CONCR£TE FIAT HEAD CONCRETE ANCHORS J DAttsme:QA I R£OUIREO f.D.• f E D.• (SEE SCHEDULE ON SHEET 16) I1 TRENCH INSTALLATION I AUD ONLY FOR UP TO +70, -75 PSF A.S.O. HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER HV FLOOR lNSTALLAfiiO HV CEILING INSTALLATION Q N t SCHEDULE 13, SHEET 11 ExIST010 Ux SiPNYAT{GN CONCRETE ANCHORS 0 f —qu S + Ux sTPFA+nw 1 It i (SEE SCHEDULE ON 0,PW 11) t ro awes ----r-•---• ` SHEET t Sy t/ab RW mu(px nM.u+w/ I i I --Lvt xx+mut 'tff T t #tuYSO adtEADTLtW I aN Stnr 10 � E10STtNG'-i EXISTIHQ �.... hcfulolOCr OR 1/4b 1beEa4 T/4. EXISTING—i GLASS uN,5tsANDON 10 ones 11 r t + � FAST !n TAP?ER+AX im w/ I MAX. GLASS t (s CN�+T 10•1' V rs+1.�wAamv m 1 314'&M 0+6EDUDO 0 6• i' (STT G'h1�T tri ") ' OG FOR UP TO 6'-0'SPAT Aho 10 C 0c.FOR SPANS LIF404 TKk% i 1 t t d• 6'-0'tD TO 8•-D'tdAtl.APPLY i t•l i i / ) SFt¢M11 AT[KRY FASTDIER 14/:7 t JMAx. �, I t rgTE T GN Z�at!, 1—i .9-11111.aur IC 3 r EX I£ D. - IxA%. " 3 OR t`� ; i I t-( WASH{R if I crap.sFw.tNT ' i • 1 I uut t+ TEK_CREWS l � _ 0 12 Q.G. t ' L/ 0 ;t 11 J /14x3/4' HEX HEAD (-1-`m '1 3/ate,. j I. l TEK SCREWS 0 9'O.C. ' - ("� 114x3/4'S.D.S. t I 1 %f f � 114.0-ap•314�ONUtSS S OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS ✓� _ i� 3/ kT/2 _ __ r /4` ` f 0 11r. O.C. a (SEE SCHEDULE ON 1/ �' 0 9"O.C. 1 Max. ^• o fa�O.C. W/NUT 0 9'O.C. s J "'—"' ' SHEET 14) t f t r [ALL TR NON(DECORATIVE f� 17 DR 18 t -I7 R 18 +� 2.00'A11N. WALL ruu(DECoaUYE t r f EDGE OF `� `�._�14x3/4`F.H.S.D.S. ^ MIN. APPLICABLE 1 CONCRETE ANCHORS SEE NOTE 13(D) �`"'�:" O B"O.C, —POURED sEE NOTE 13(ey ., j J ,E 0 POURED GONG (SEE SCHEDULE ON ON SHEET 1 REOUtREDRETE OCR SHEET li) POURED CONCRETE ON SHEET 1 t" t' OR CONCRETE BLOCK REQUIREDKEYSTONE MOUNTING INSTALLATION PTIOrul. POURED 0 NSTALLATION � � WALL WALK—OVER INSTALLATION 1WnuUM A.S.O.0E3�Gtt PE*64,-72 y+f CONCRETE tWtv7Udt SHUTTER SPA8-0',8'-0' REQUIRED Gu R s L ori t HM t THIS INSTALLATION SHAUL t. REMOYARLE YMEN PERFORMED DkSTANCE Ap,tq ;T 10 A!-OPERABLE EXIT SEE LttARA710tjS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SP£CIRCAT10N5 ON SHEET 1J) OR ENTRANCE BLADE(9ON SHEET 19 INSTALLATION DETAILS W/ 1C) HV BLADE ASSEMBLY IN MOUNTING WAY T SECTIONS CAN BE TIOILEO t It,,�ej A- rye ' -` FLORIDA.BUILDING CODE{Non high Velocity Hurricane Zone, IN ANY WAY TO SUIT ANY INSTALVd10t7. 1 i� f 1T 02017 TILUCO,INC. 02017 EASTERN META_SUPPLY,INC. SE THA HV7`13 o. 'mss A A Accordion Shutter System . I L E C O 1 N c. . ■ . ■ KV. BLADE#1 W/OR W/O}(,V,WIMM BADE t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems •N DESCRIPTION DATE DRAWN BY: LC. Association, Inc. T OLD TS-OBS 37/27/17 OAYEs 07/27/17 U.W.36t,St,St..305,lilxl M GARMIS,ROR.DA 3316 - s + PhoOv;(305)671-153(1,fox:(J05)a71-1971 4268 1Yastroads Drive a DRAWING No S��NAL Will', .-rn ttetgt�eco67tg.c0m West Palm Beach. FL 33407 3 17-107 'f'•'' aTt WALnR A TELT Jr.P.E. 4 w" asrrr•'r FLOADA Lk.j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 A ST O "' '" LO 0 V MAL EMAL,E "T" LOCKS CENTERMATES 8 9 & LOCKERS at W.1 6} HV BLADE SE END CONNECTION DETAILS 014 SHEETS 10 A 1a INSTALLATION 1 HV BLADE OUT IN ?f`o S'M1°` BLAU(D�,(V-Tm tw.4 m ON SHM a W/ HD CENTERMATES ERMATES AS WELL AS UNhFR4AL FLOAINM 6VOC®OCTA,.NOD-NW, "OUTE0 ON"S1+f£L MAY DE USED WITH TNS ALTERNA Pts, 7101 OETNL w.o ONHNN THN SNEM SFt END WAL-.CONNECTION 1 i•�n®. DETAILS ON SHEETS 10 A 18 1'.7•.1/6'.0'-] ' Q•�p1®'�'� .vru�ril$,4 ' e a• i - (orriauU _ _ 4 (nano u*i) 1--. ;--------------'-------------- � ---- ----.- -- •� <41t1Q.1 su nio TueE i ttaralr sMs,o 12- L Y I N - AT rAEH ASW[.SOP) O.c.roti uncHr. # IN p)N.V. � (4)HN. _ 3 _-.- -m I TKN 5 3 30 LOCK T(INSIDE} 1 pms y t 7 sie anus(trP_y ti t � 1 - _-- _--_.—•— - � 5 1 28 29 1 � �1i�e �• 0 g7w/ Q pUT 31 OR 2 33 3t oR32 31 oR 3 31 oR 2 24" 0-20 x 1 1/2" S.S.M.S. 4 5* (OPT6tuLa *SEE NOTE 6 fOR HY LWX 3@. * / 7/8'*0 x 3/32" WINGNUT. (aPTswMiy B,pe_dy pUT HDC-HVC r LOCK.ON SHEET 5 SYMMETRICA H!,_p�NTERMATES SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE} •I•SERIES 9444 uUwaiuu �* W/ * LOCK (EXTERIOR) $(/ & I..,RCK (INTERIOR) (20241 3 AUO1)LARGE M1OE TWO m®m©• 7(Ja®0^�n 61�0•®n SHEET NUTSERV.PART 1 0620. �.�n®.�lJO1e.J•�'..`7a AS MANUFACM.00 Of Awa CHERRY /'� TEXTORN,PARSIPPENY.NEW JERSEY ®'V(�-Q-0-0-�n 07054 OR EQJAL a ®mom �nC�'d �Q 3 ^}�.^,.-�^.,� 'V *M NOBS ON LOC"FOOS©N NO 0=M ON S-w 6 WAAML FL4014 MADEO OETAk 1.00-0.9 S j vAUO COR ALL CENIMWE6.APPU nQNS NtM EtA000 HDD—HYD FLOATING STACK pNleAriiiiii... A. j '', pFLORIDA BUILDING CODE Non High Velocity Hurricane Zones ......1i 020,7 TILTEEa,INC. ($2017 EASTERN MEIAL SUPPLY,INC. � ' n • �' B RTHA Ham/ •� - TU �.4 /TmTEc6 ..c, \ A Accordion Shutte�S�ystem ■ A ■ ■ H.V. BLADE#1 W/OR W/0 H.Y Wl BLhLE 1! ' TILLIT TESTING} & ENGINEERING COMPANY American Shutter Systems H DESCRIPTION DATE ORANN 0Y: LC. ". pt,•"•.• �.-'� AssoclatIon, Inc. , oLD 15-089 07/27/17 CARE: 07/27/17 —RA 36M.SL,SIP.30S.VIReSetA 04AMT25,RORZA 33161 P6o1 :(305)87,-T530.Fox:(305)07,-153, 4268 1Yestroads Drive 2 DRAWING No �{'tAy"��tj\ (11+ P-mon:01R.R06O1.com West Palm Beach, FL 33407 3 17_107 •`''.�QhlA1.G ,efTEl WALTERi A.CaT1oWT18. P..P. £. A AAr" rLOR1W.LIC.8+4167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 9 OE 20 POURED CONCRETE POUREDCONCRETEOURED CONCRETE POURED C014CRM OR I 'd OR CONCRETE ) OR CONCRETE f�,pOR CONCRETE CONCRETE OL WALL r' BLOCK WALL REQUIRED 1 BLOCK WALL REQUIRED "- �- BLOCK WALL REQUIRED REQVIREO EXISTING CLASS f {{ . f —EXISTING GLASS f. CONCRETE ANCHOR, rEXISTING GLASS •L — I TT'^ i 2'LiiN, E�GSNNG GLASS tj✓ ® 18 O.C. y^2,L1iN..' _�`_ .�..� (� TO GUM(SEE �`� UN.SEPAMION� 1- r- � —T- 1 MAI SERAFARON I SCHEDULE ON s.q�EE7 � 70 MASS(SEE 1 1 r6 i SEPTARAGON EO "�' EO i0 f1A:,S(SEE tt FCR EGOE Q}AND SQ .tE CN )I' 70 GiRtS{SEE i SCHEDULE ON SHEET 1/16'x3"MAX ON SHEET 14 FOR i AND i ." SClffOU.E ON 9iEET i I I FOR ELPDE®PND (8063- NT. �&0 i f2". fONF5HE BLADE �mvD t� .ON SHEET 19 FOR td.CLOSER NE5 - f \ }( Q& grER SIDE 13ADES0&.D PLATE. ((LOCATE 1/2' ! T� \ R.ArEsO&QA AT EtTHl:R SLOE MiN i or 5) OF a�} 1 *USE I.OR 2•MAX, 1/2'MIN. I no, ! #ra,l1/2"S.M.S. t ! , _ _ �"' (AS APPLICABLE)x2-0/8-.0 • ' ____,�„_1' #10x1/2"S,M.S,, / .'" 0 16'O.C. _ _ �+ ! ALUMINUM CLIP ANGLE 0 16 t'O.C. �/ -`�c'f� (6063-T6 ALLOY)AT MIDHEIGHT (1)#10.1/2'S.M.S.TO®& J j 14 1 j (2)1/4'0 TAPCONS ANCHORS TO 1 �••'+ ° WALL AT I.O.C. (LOCATE AT SEC DETAIL X F SIDE C014NEC71 N ( �R � EITHER SIDE OF @) (DOR } OR (�• SEE DETAIL X FOR 0 OR �• TO TRAC SEE DETAIL X FO � 1� SIDE CONNECTION y®,°A©',�°"�a1D'�a 510ETAILXFO a a$ 7 a8 f0•�a TO TRACKS aA$:?c.$$� .✓�'a i0 a.Ewa�'Q '©'�'+ CONNECTION TRACKS 1 •(®�u+®.1@�a0. a L3@ a•�j�•.�a©'O•.�°" 6.7�.�a®.�j .�� 010'0-0.0 a CJ`0'6��4 U7 ' ° 1��•�®y°'�•®°"/O�•A��a((��, ®•®a I©,®aO8.A�u ®'®a�.•�a®.�a ®.y�a�,.�.®a(�,$,.®°' u•Yy'a�•�a�J•Y,:J°tC,7•� $ a a �:/ �A ®yt2•a®�®a�• ,.� 0•�O1 jL:f,4."Yal"3•�a�, 4 � fl•� �•�'�©•C? END CONNECTIO�,LLSSN'' DETAIL. END CONNECTION DETAIL 22EN_ D CONNECTION DETAIL(3) END CONNECTION DETAIL A REQUIRED ONLY FOR SPANS GREATER THAN 12--0' �- ONCR£T£AL MS itNG EXISTING GLASS a�aumED BLOCK WALL GLASS 7__, � ' ldlhL SEPARATICH #lOxr/z'SAI.S:- ))ma�yy\\ .wry,•`------ '- j TO GLi.'S{SEE .' 0 18.O:C. �APAriCCi V S—•••,�—.•___�.'} ``__-=_;._- CJJ SF�fnT TO < QOR®OR }�OR 11 T ©AhQ CONCRETE 1/2'MIN. �__--__ - `'"`"'""-_". O OH SHEET i ANCHOR 0 \ 111 FOR UADE OAHD ,./ '-'� _ - _ } OR 3 DR 1 OR 1 BLADES(D Qh} 12' ON SHEET 19 FOR �y_ CONCRETE " - SAM TD&�' '------ - OR(q ANCHOR E0 O 16" 1/27 MIN. 1/2 rEO ,s OR$�OR}OCR 2' IN. l Y N. .) ♦ SEE UM�t'�T1A7lON5 OF USE FOR $LADE�7 ON SNEET 19 �OR 1OR}�OR} OR( ,� s TOR ` I PLAN 1 OR ®• � fi a�a�16'•�aQ$ ro.®_ .p�.IA1�'� D INSTALLATION POURED CONCRETE OR + a0'Da aL'S'•� 1 N--- CONCRETE BLOCK WALL ` ip.9-0-6a .®a .__ 6 7-0-8©-0a REauIREo U C} � O O ® 1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q Q.®a®.�3a .�a1('�, 1 0 E a FLORIDA 8!!i!DlNC CODE Non Nigh Velocity Hurricane Zaire' \Lr1 P.............. "'A= f -2017 TLLTEC 02017 EASTERN METAL SUPPLY,INC. ucl,Vs," E BERTHA NVTM �..�� A.S.S.A. cordion Shutter System H.V.ttMAX#i w/OR w/o f1.v ytNpU,+!BLADE American Shuffer Systema Ly,H OESGRIPnon oA1r nRwvnJ m'_ L.C. % rn31 2 TILUT TESTING & ENGINEERING COMPANY ;C3 '•, F1 [��Lti� 6355 11M.36N.SL.St,.393.NRTJf W aM.FLORGA 3316 Association, Inc. i OLD 15-085 7/2211 DATE: 07/22/17 _ l tl y1 Pno :(a6s)6r1-Ia30,r•x:(305 8i1-153r 4268 1Yestroods Drive 2 —DRAWING N0 'Is S+ �� J11 o mal:tutaeWn•ccm West Palm Beach, FL 33401 s ,jONAt � t E9-0006]19 17-107 ILII WALTER A TILUT Jr.P.E. dSHEET �f •�` P.E. SEAL/SIGNATURE/DATEffflll FLOR3FA Lx t++w7 a 10 OF 20 gCHEDULE N1 SCHEDULE 42 SCHEDULE 93 MAXIMUM SHUTTERAN*,SP 'L+ OR "L-" mAximum SHUTTER SPAN "L+' MAXIMUM SHUTTER SPAN*'*L+' L-NQ= (ft.). FOR I INSTALLATIONS W/ OR -L-- (ft.) FOR JR "L-*' (ft.) INSTALLATIONS INSTALLATION LEGEND &@ or or INSTALLATIONS W RMATES CONCRETE WOOD (1) L+. MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK IS or 0 or or cuff.HMO & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. OCK (9 W1 NO LOCKING RODS or ONE HV LOCK or )R W/ NO LOCKING WALL A, EL C. L-; MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE D. E. M. N, 0, P, 0. A.S.O. DESIGN PRESSURE RATING. HD L A If T61 Is MOUNTING F, K & L R. S. & V. CENTERMAT@ 28a 29 W/ ONE W/ NO LOCKING RODS (5 to`f- LOCK 30 WITWO LONG (SEE NOTES ttt) NAUD FOR MOUHTING(Zi (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & 8OTOMjfISEE SHEET 7) FLOOR/CEILING G. H. 1, 11, J T. U. IN & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING! CONCRETE&WOOD UM." CONCRETE MOUNTING & M 11NARE1 100�INST41ATIONS 0 mai" INSTALLATIONS 0 GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, l4k.-Mm x5Z.DESIGN INSTALLATIONS lksb.DESIGN DETERMINE KAX#AUL1 SPAN *L+*FROM SCHEDULE. PRE=RE WALL MOUTHING FLOOR/CEILING pmstwz WALL 1,10WORIG� PRESSURE KOM MOUNTING & AMINO FLOOR/CEIUNG UOUNTING GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, RAnNG (a", FLOOR/CVUNG Mou? ON (+CA (+OR -1 I-C 0 FLOOR UOUNIINO DETERMINE MAXIMUM SPAN'L-*FROM SCHEDULE. (ft) L-Ift L L 4 (a) (A) L 4 Mj I t,-.0o SHUTTER SPAN'L+'OR -L--FOR 1AV A =0114SSIN70 WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE _f6�-W 16'-0" DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L-. 30 OR LEIS 16'-0" -0. 30 16,-0, 16,-0" 30 is'- 16*-C' [7—pl-S, 35 14'-IW 15*-2' 16*-0' 35 14,-16, 14*-Ifr 35 15'-V 161-1 o' 40 _j73-_10- 14'-2' 15'-2" 40 13,-10" 131-10" 40 W-2' t5p-2* (3) PROCEDURE TO DETERMINE NWIMUM SPAN FOR 45 13r-1' T3'-I' I3'-4' 14*-3- 45 I3"-1, 13'-1" 45 13'-4' 14'-3* t HY CORNER CENTERUATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 5-0 12'-5, EV--k-72F--8' 13*-7" —50 12'-5' 12'-5. 50 12'-3" 13*-11 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS. 55 II'_IO" 11'-10' 12.-1. 12'-11' 55 111-101 11'-10- 55 11'-1' 11-11 SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4- —12'-4' 60 11'-4* 1 V-4' 60 I0'-2, FO'-I1' NOTE 05.SHEET 5. RATING: IW-10, IC*-10' 65 to-10, w-10, 65 9.-6 " DETERMINE:10-1 65 L,+- MAX.SPAN FOR WALL MOUNTING.INSTALLATIONS. 70 10'-6' 10'-6' 107-9- I1'-5" 70 10'-6' TO'-6' 70 87-9• 9-4' Ll+- MAX.SPAIN FOR FLOOR/CEIUNG MOUN71NG 75 1CY-1, 10`-1' 10'-4" 11'-1- 75 101-1, to'-I* 75 - W-9, I tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, so 9'-10- W-10, 10'-O" I6'_9 80 9`-10' w-lol SPAN"L+*OR"L-'AND MAXIMUM ASD.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 q.-G. 1.-,. 10'-5" 85 W-6, 91-6. PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING7 90 9'-3- 0,-3-- 90 W-3. IF-31 OR CONCRETE BLOCK SHALL BE UWTED AS FOLLOWSt. DETERMINE: 95 9'-0" 9'-2- 9'-10' 95 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64.-72 p.s.f. AND a'-O^ SPAN, SEE 12- MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING @ ON SHEET 7. INSTALLATIONS. to() -9- 8'-4- 9'-0- F--7- 10-0 W-9- 8*-4" 105 7*-Il' W-S" 9'-4- 1-05 8'-7* —9--2———110— a-4--__? FINAL MAXIMUM ALLOWABLE SPAN 15 EOUAL TO THE 8'-4- • 1-15 8,-2, 7,-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN -1.11, 'L2+'. *Lt-"AND'U-' R'-Q- ---4-20-- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 71-10, 6,-8* ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 2 PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 11E MINIMUM SPACING. 7'-10" a*-1 1.30 7-8" 6'-5' '3 0 7'-B" 7'-7- 6-2* WIND ZONE 135 7-7- 6*-2- 135 SEPARATION I 0 7--l' T-6' 140 —1996 IF40 7-5* • _ 7'-6' 51-11" ASTM E 1'.5 - ' T__� ' - -3* 45 7'-3' W-9. TO GLASS 145 7'-3 -9 -5 7' --Y-_7' 7'-4' 7'-01 150 1.-1. W-7' iso 7'-2" _7-_2 6'-9- 155 7'-0' 1 THRU 3 E]E55 — 11.. --F--2' -6'-7' 160 V-11" 5'-2' 60 SWI-11" 165 61-10" 7'-0' 6-4* 165 6'-10" 5'-1" 170 6'-9* 4'-11* 6'-tl" W-2- 170 W-9, 4,-%1" 175 1.-,. 61-9* W-0- 175 V-7' 4'-0' a 185 6'-5- 4'-6- HV BLADE i;_-8-- 67--—a, —!�,-10, 180 6*-6' 4--l' 6'-7" 5;:-8 190 W-4- 4',5' -3, 195 6*-3- 4'-3" 200 6'-2' 4-2' 200 W-2- 4'-2- 205 12=Z111-7-1- FLORIDA BULDING CODE(Non High Velocity Hurricane Zone: 02011 EASTERN METAL SUPPLY,INC. % 02017 TILTECO�INC. 4/ ENS, �P BERTHA NW, Accordion Shutter System t ZMV;7� A.S.S.A. H.V. GLADE#1 W1 OR W/O H.V. WINDOW MADE yrj TILUt TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.No DESCRIPTION DATE DRAWN Ori WLQGYJLC. 055"A 36th, S4.303.%RRONA GNAW.& Association, Inc. I OLD 15-085 DATE- 07/27/17 SL, F100A 33141f Ph- (305)571-1510.Poll:(3115)871-1631 4268 Westroods Drive 2 — DRAWING No .......... ­dt Ot.ft.,,." West Palm Bench, FL 33407 3 :NN'A M-067"I'.P4 17-107 ""00 WALTER 1%TILLITI 4 FLORIDA UG.1 44167 5 11E1 P.E, S E'AL &RE/DATE 5 1 OF 20 f f 1 .t J :7F. .Ir :.I •: 'i,f f .♦ xtt� •il' •: f. Cali •: f� :qt x � 1�•,.'iT' L��S[Y�ilaiit[�i�� ,O' r ��tl+i� � � ��� •f •' • +• f .` x+. •• •'r�m{iL,p•r�Q' •.`.. •sGdm..a•. •��' iia ' ®'�' sr r .' •'�' ®1'i#•..•. ..q. ap�' p�' r GL7�'�`�. •�' p�' mmmitYmq�mpmm®m�pdm • ®@® [Q� E�[i�700 O E�� OR�� ���Oi7" . mmo a mMi[Im URKS : n ` am t�� Run KAE�Bo�mM�MMM�l��Mv����MM1 O o � as mm ammma m mQmMM� M3ImiI]p O mLlilSlmil7mp iliaaaliniIlmmi>> ""Wo ""E�EMMM>t MElmm r mm �i pp mm MQlmm� m�p m mmM[>1Ma ®MQIpp aW iadncr=aapp: mmmmmMl�i Mia �m mMC M[S70mmmm�liFl�mmmaM��m�T•ImOmON 1310imrsksmMll� a 6�-qHpQ1�00 E:7�7�EEQ7t>1dM0ClmHxM QDOa m0Q[�Q aDi>1N<]Od Q �0d m M3>f�MF�H IBM ©on Qa1QKMMER r� L�d1P! illm m � H� m � Ea �mm !&9d mif3mmlt>i mm��i7i]•tLld7 mWO [1ME�i[C>w® mmiLl �m IOM�Q7t � 7�! ` 1L1M1�Q>N�pbEp�F�]0afammQ]MQIO.". .'+F7 MM[>to M�H117mMM�naa[L>f M�]F�iLEINAM�IQC�M[�i>AQM9Q d �mmiLlmmM17Q ML><mEmmm E� QE mpMR QoE ilm0K0mWE WK EmwaF>L ®WHOM m tIOMEM'wwm Q mQ,Omm mit?p, M mQ7 pma mmd[>AQmm MM7mm QQppppOO��rq D i7 mMSli� RMQmmi�7iCim t3plElCp�� M�mmmma is ®mM�m�F/QQ[IDrIM��ld d emai� dQIEEmmmEL7�E���EmQEEMlit7��Q�QR>Nm� QEa[��p�C � 7E M miE7 Q QQIm FAQ d 0 mM�mE�MR== [tIMF>imCilQaMi>f �p MEiym aQ>r[E>tiiMi�QQa>vCCMEItME1E1iM�#QadtfatM�©E�[Ei dd M3 EUaQdlZ7E®®m d Q9mm m E�MdQQOiLlmmmmE7 a U/7ppMMIt p mQIMIE! Q d millm millet d��m�E�QQMC! ®M�mCJ•lI1EQm[Id� Q� lmi•L70ppmaClMQmmIIIm �EEmmiIliMama m QQQa�mID�1E7�mdddmdK7iEii� d WmE[ mEE EEE�EEQ®EE mIE�E�mEEopQQm[�mmL'KQ MlaQmmMMaDE>i�Mld a mMa : QEppWE M 1 O �HKEA .��MM>ia0mm Q�1LlmKarl mom M�JmdQadMNN 1mt lice 8 i�•I[Kmdld KMMEM H QaQ mmmMr�aQ MLlmit! 10QQi� m Qnaa1L•mClMIM QQm=lMOiL�mm MCi M�mmm ao d ICiMM�®p aoQlmm• mm Q aMC'KQaaQ ®iIiQMo• Q[Ko�iE7 iiMM�d MQIm Edm O �M[GImE lOm mm m�a © mQm E OmM M" � ME E�M�®�EEEEmmE�aaEE®MSE QE� EE Q E E ESE aMM:r mMlll Qa QQd MSImM3 >d Q EFit91 dlOd ®EMM= ad mMT1QQ Q II7QOQ � QaQ AlF3Q Q RK MA QR7d moQ Ed m Q� aEEEmM�� EE m�QEEE02Min EEEEpE oM7F� mMMlid�ad�� mQ �dd mmd in Rome. �, ma m RIim. mmQ da mMiIQO Qdlzlm M�MM>M aamRF1MM daa • o��apm d RIES pp adMSlmiLl��aaa� mMt� m��CEiaMM��QaQ �E]�EnQQQQm M 7RL�iWE M Rims im O do mm gm ppUn Q Qpm " O mEMMEQEm�MSIi�O dQ ILImE longE dd MM�MMIiQE dm �EE MI>ImMM3QQa m mOOQaa®m d0 mom= =Q dEE&fM� ad Son ; � ! • � i Q QQaow aoo Q Mll a a Q Q MM3M7© M�E1E� �Ea®Qaa a Q� EBoom � QEQEQEKAIMEf QQ pc�Q RQM= MMKEN 11a011 aaMMpCMM�m1O MMo1QQaE�iM=MM EmMKIRNE3.3m�i`HE �t ! • • ! ®QQ 4ov m OmmMCQMMOoEx aQCQMI Qd m a0 a moamMapm MM3MLiMMM7 OI7G • • E L7M� lcx Meal ° E E w "' �d v 0 as aMMa KO m I ppp0�Eio�oMaQQ1aQaEEm®®EQd��mom nEEQEEa mloOddac� 1gaQQ a a a00QicKa MMa Q oaOMMi Q EIIM�DElid011va MOM EEEgEHEEEm��EENamesMEEE � EOQmMM� a aMa ldM EEN M� Mm MSlaaa OQ MM ME�MILKB��MM7E ®. ��EEEppEpEpa�'i�lcaiMEpEEE®®EEEE�i'EpEp�QE EE�Eaai�ppEEEEEE®p : �ppp�oEEE it7QQEE00EEm0aQEEEQQEmOm®nMlnZa'L'42�Ea•.rt' EEQ�mnmOEmKQ7Q�QtL]®mmmE t'M : i MM ki l • , •-��� YI 1 yjYC�HOR� SPACING (IGJ SCHEDULE FOR A GIVEN MAX SH Tl 1 FR SP N SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.D.GEM NEGATIVE PRESSURE TINTING AND A CGRRESPGN(HNG,A{SM(�Nm TwE F(M2.,coNCRE!E OR CONCREIF ALM IMPtAT1URS (SEE MOUNTNGS E.0..&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OLD" POURED OONCRM (A) TO EXISTING POURED CONCRETE:(Min.t'C.3 kfii) � @WALL-SILL MOUNTING ©CEILING MOUNTING HU FLOOR MOUNTING - 1/4'0 UPCON OR UPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDE%.(Min.PC.3 kil) ANCHORS SPACING LEGEND - t/4 C,.3/4•ALL POINTS.SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.f'C m 3 1111) W OU404 kTO4bEppcsAaE Rgy 0I kSA DEM KfAR&W S RE RAmx .OmDI eFOAl6t f twG - 1/4"0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA,FASTENERS DIRECT,INC.(ken.(e. 2 ksl) UPCON OR _ 1/4"0 TAPPER+,ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 34 i0 ,00 73 80 128 160 205 30 48 60 TS 90 120 160 205 30 #0 Eft Tfi 90 120 tt0 205 TAPCOTt WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSM471Oa,INC. 14 12 10 9 8 8. 6 5 14 12 10 9 @ a 6 e 14 12 t0 9 a e 6 6 THREADFORM TECHNOLOGY (Min,f'C-3 ksi) 3•-0" 14 12 t0 9 8 8 6 6 14 12 t0 9 0 8 8 8 14 12 10 9' 8 8 6 6 ALL POINTS SOLID-SET DR LESS 14 12 10 9 8 e 0 6 14 s2 10 9 8 8 6 @ 14 12 10 9 8 8 6 5 BLUE IAP W/CAP NOTES: 14 12 f0 '9 0 e 6 T 14 t2 '10 9 8 e 6 6 14 12 10 9 0 B 0 8 TAPPER+ At}MINIMUM EMBEDMENT INTO POURED CONCRETE OF UPCON OR UPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ t4 12 10 9 a 7 5.5 35 14 12 t0 9 a 8 0 a 14 12 TO 9 8 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 0 B 8 6 0 N 12 10 9 8 8 6 b 14 12 10 9 8 8 8 55 i4 i2 10 9 8 8 6 + i4 12 f0 9 9 6 8 4S i4 12 10 @ A 5 4 33 A2)MINIMUM EMBEDMENT OF 1/4*0 x 3/4'ALL POINTS SOUO-SEr ANCHORS SHALT.BE 7/8'INTO THE POURED CONCRETE HD EMBEDMENT 14 12 l0 0 0 B 6 4.5 14 12 10 9 0 e -B 55 14 t2 to 9 6 B 4.5 INTO STUCCO SfULLL BE PERMITTED. 1/4'0-20 5.5.MACHINE SCREW USED SHALL BET 1/2"LONG 13NWUM SHOULD STUCCO 14 12 SQ 9 7.5 SS 35 - M14 12 10 9 8 8 8 S 14 t2 f0 9 8 7 SS 4 +SFE W Atbt75 or DIE YOA EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. it 12 10 9 8 8 6 6 /4 12 10 9 8 8 6 5.5 14 12 10 9 B 8 1- 14 43 C 79 �5,-0. 14 12 t0 8 8 7 ♦ - 14 12 10 9 8 OS 5 3.5 14 '12 10 "8 &5 5 35 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 74 i2 10 9 8 7.6 4S - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 0 4,5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MM"STRUCTURE BEHIND SAID WASH.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 74 12 OS 7.5 6,5 45 - - 14 12 10 B a 7.5 5.S 4 /4 12 10 0 8 6 4.5 J.5 NOTES Al)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'-0" ii 12 t0 9 a 'E 6 T4 i2 t0 8 a '8 6 S 14 12 10 9 6 6S 5 J.5 INSTALLATION INTO ETF$WITH METAL SILOS SEE SHEET 20, 14 12 10 0 7.5 5,5 3 - 14 12 f0 65 7 5.5 4 3 /4 12 a &5 55 4 3 14 /2 f0 9 8 6 - - 14 12 to @. 9'. 6.5 5 1.75 s4 72 10 &5 8 5 4 - (8) TO FOOTING.CONCRETE BLOCK:(AStlA C-90} 14 12 6 85 5.5 3 - - 14 12 10 9 8 6.5 45 3.5 L4 12 10 8 7 5 3.5 3 - 1/4`0 UPCON OR UPCON WITH ADVANCED THRE.UOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX, 14 12 10 9 a e - - 14 12 t0 9 8 7 5 4 tt 12 10 B 7.5 &S 4 3 - I/4'0.3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY- 14-0` 14 12 10 9 0 t - - S4 72 9 7S 8 45 35 - 14 205 7 5.5 43 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. I4 12 10 8.5 7 4 - 14 12 /0 9 75 # - td 12 9 7 7,5 - - - 1/4"0 TAPPER+ANCHORS A5 MANUFACTURED BY POWERS FASTENERS,INC.,AND,OISTRlBUTEp BY ALL POINTS SCREW,BOLT&SPECIALTY t4 11 7 5.5 4.6 - - id t2- 10 9 7 5S - 14 12 9 7 45 - COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH TUE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. B•-0" 14 12 ib 9 9&S - - 14 12 10 9 8 - 14 12 10 8 &S .5 = NOTES: TV t2 @S 7 55 3 - - 14 t2 8 65 5.5 4 3 - 12.5 9.5 6 5 4 3 - &T)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF UPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4`AND UPCON I4 12 0.5 7.5 6 - 14 12 95 0 6.5 5 - - 14 12 6 5 0.5 4 - - WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS IS 1". 13 05 &5 5 J.5 - - - 14 12 10 a 65 S - - 14 12 B 0.5 5 4 - S,-0. si t2 t0 4 e - - ^ 14 12 10 9 7.5 L5 - 14 12 a5 7 SS s - - B.2)MINIMUM EMSEDI4EM OF 1/4*0.3/4'ALL POINTS SCUD-SEt ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.9 7.5 6 4 - f4 tl 7 5.5 5 35 - - 11 8 53 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO T4_ 12 8 63 41 - - 14 12 85 7 55 4 - - 14 10.5 T 53 6 4.5 - - EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 17.9 0.5 65 4 - - - 14 12 9, 7 6 4.5 - - 14 11 ? &S 4.5 3.5 10-0' t4 12 10 9 75 - - f4 12 10 6 a.5 5 - = 14 12 8 6 5 4 - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE€XISONG WALL OR nOCIFE i< t0.5 7 S 33 - - ^ t7 9.5.65 5 i 3 - ^ ib 7.5 5 4 3 - - ANCHORS SHAT BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL,FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1a 11 7S 5.5 - - - ti 11.5 9 6 S 4 - - 23 9.5 5 5 4 4 - - NOTES 8.1)&B.2)ABOM FOR INSTALLATIONS ON VINYL BIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER TOS 8 5 - - 14 12 8 65 5.5 4 - 13 10 8.5 S 4 3 - FOR INSTALLATION INTO EUS WITH METAL STUDS SEE SHEET 20. 1 t'-0" t4 IZ 10 - - - - 14 f2 9 7 6 a3 - ., f+111.5 7 55 45 J.5 (C) ANCHORS SHALL OF INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 12.5 9S 9 - 12 4 8 4.5 4 J - 9 7 45 3.5 3 - - fi 10 i - - - - - 14 10.5 7 65 43 - - - 11.5&5 53 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4,5 - - - - - 14 115 7.5 B 5 - - - 12 9 6 4.5 4 - 12•-O" 1i .2 i0 ^ - - - 14 i2 b 65 55 - - - 13 10 6.S 5 4 - - - EDGE DISTANCE_VERSUS SPACING SCHEDULE FOR ANCHORS: IIS&5 4b - - - - 11 8 55 4 JS - - - 8 6 4 3 - - - - IJAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE D.STA:CES R101CAIE0 BELOW.FORE 0,LESS 1TUIt SNE INDICATED,REDUCE ANCHOR SPACING TMS 4S 6 - - - - - !J 93 65 5 4 - - - t05 8 5 4 - - - REDUGFDBY pSPACaNOSPACING BTAINEO USIN1lGNSCHEDULE FAL OR TROLLY THE FOLLOWING,NOT BE LESS 0441 MINIMUM SPACING INDICATED FOR FJ&H ANCHOR TYPE. 8 6.5 - - - 14 103 7 5.5 4.5 - - - 11, 85 55 4.5 35 T3•-O' t4 12 - - _ _ �• 54 If.S 7.5 6 S _ - 12 .9 614514 _ _ _ FACTOR /0 7.55 4 3 - - 7.5 55 4 J - ACTUAL UPCON.WITH ADVANCED TAPPER + - - - 12 9 6 43 a - - - 9s 7 s 4 - - - - t Inc �� EDGE TAPCON THRFABFORM TECHNOLOGY ALL POINT SOLID SET BWE NPP LY/CAP MIN,SPACING a 6 - - - - 13 9.5 65 5 - - - 70.5 75 S 4 - - - - t•3'7aLL-�S{tS DICTANCE a 12 - - - - la TOS 7 5. - - » 11 @5 65 43 E.D. MIN,SPACING a 3' MIN.SPACING®3" MIN.SPACING-3 1/Y MIN.SPACING+.3• 3 3/4" 4' [14*-10" i0 75 - - - - - 9 7 45 3.5 - - - 7 5 35 1 - - - - HV 81APE POUR£p CONCRETE& POI�D C@�E COgILjE H00{ POURED COtiCRtITE& POURED COINCRETE&TA7LPIlt tE t>a.�>f1£am IIS 8 - - _ 11 a S.5 45 - - - - 9 63 43 _ _ _ _ V O CSR YUN. WL E4.3 1/2' NN EA.•2 1/Y Co"CR11 ED�.ES TOCK COtMRETE BL.00II MNE0..3 IA'MIL E.&•2 1/2• - - _ _ - - 12 9 6 - - - - 93 7 4,5 - - - ' 1.0 0.80 1.0 0.78 1.0 0.84 Lo 4 _ - IJS lD 6.5 - - Lo a 5 - - _ _ Bi1AE WORKING2 1/2` - o.Bt T.o - - o.a7 t o @s 65 4 ^ as - 3 - IN UNISON ♦ - _ - 105 @ _ _ .. 8564 - _ I ` O.?1 8.5113&5 55 _ _ _ - 9 65 - - - - 1 J/4` - 0.91 _ _ - 0.43 - 14 - - _ _ _ _ 123 45 6 - - - - /0 75 5 - - - 4.fi J - - - T t 2' 0,35 - OIL 93 _ _ - 95 7 s ^ - - - - e FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `ytitTl. *...... .......!• L 02017,TL,ECO,INC. 02017 BERTHA RN METAL SUPPLY, V„3 1 I L7�Eq A S AAccordion Shutter System ■ ■ ■ ■ H.V. MADE#1 W/OR W/G KV.WNDON a" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV,R DESCRIPTION DATE ORAW14 BY: LC. �F ' 6355 NNW.76tH,6L,SSA.say.NAGeQA CAROM FLORIDA 3178 Association, inc. t OLD 15-085 7/27/1 DATE: 07/27/17 p1 ti t` "' 4268 Westroaos Drive x Pham:(305)871-1530.F6.i(305)871-1531 DRAWING No t'�%..0RIDl- P" tt .II 1141-4A.. n West Palm Beech, FL 33407 3 i 7-107 ~. tPsi/ •. ... ,t(r,Tii wA.TLR A.7�i�ui18,.P.E. - ON/ , FLORIDA Uc.1 44167 5 SHEET P.E.»SM Lit91� DATE 6 13 OF 20 MAXIMUM AhGHOR+ SPA INc Un 1 SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN A S 0 DESIGN' NEGATh'� PRESHURE RAT1hC ARd A C,ORRESPO�F'(�N f0 l�jj[j(;T/PE 60R CdNCRETE OR CONCRETE BLOCK INSTALLATIONS LAT10S (SEE UW9nNGS I,J.K&L ON SHEET 7) POUREID CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND 1 wALK OVER& f 1RENC1/ QRAINGUARO MOUNTING {K)WALL/FLOOR MOUNTING ©WALL/WAL9 OVER MOUNTING MAuDµl uaUBTtN TAPCON OR PA UA'DWI MGOT P RUM(014.50.DED:fI AT:CAINE PRESSIWE P.004.(ptl LSD.DE%%WUM PR651riE KOM(ps �DERM NEUK n .RAyM(pJ TAPCON WITH ADVANCED 30 10 80 75 40 120 560 TOS 3a 40. 89 75 90 120 r80 205 3014 60 -75 so 120 t60 205 30 40 f+0 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 .9 tl tl 6 B 12 12 12 12 12 IS&5 6.5 7 7 7 7 7 7 7 45 5 5 5 5 5 5 s ALL POINTS SOUD-SET 3•-O" to 12 f0 B 8 $ 6 5 12 t2 /2 12 12 72 8.5 7 7 T 7 T T 7 7 1 5 S S 5 5 5 S 5 OR(F5y 14 12 10 9 8 8 6 6 12 12 t] 12 0.5 8 6 45 7 7 7 7 7 7 7 65 S 6 S 5 S 5 b 5 BLUE TAP 14 12 10 9 8 8 6 b 42 12. 12 12 i2 14 7.3 6 7 7 7 T T 7 7 S 5" 5 S 5 5 S 5 TAPPER+ 14 12 10 0 8 6 6 6 12 12 12 12 75$.5 &5 5 7 7 7 7 7 7 5.5 / 5 5 5 5 S 5 S 4 4•-0" I4 12 /tl 0 B B 0 8 l2 }2 12 12 l2 65 7 S.5 7 7 7 T 7 T 7 7 S S 5 'S S 5 S 6 ti i2 id 0 8 a 8 6 12 12 12 9.3 $ 8 4.5 35 ? 7 7 7 7 7 6.3 S S S 5 5 5 S 5 3 14 12 to 9 B 8 G 6 12 12 t2- ,2 10 T5 55 1 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 i2 t0 9 a 8 6. 6 12 12 12. It 9 7 -S 4 J 7 7 7 7 65 4 3 5 5. 5 5 5 5 A 3 f2 10 9 B B 6 'e 12 12 12 t2 10 7.5 55 4 7 7 7 7 7 9 7 7 S. 'S 5 5 5 -!i- L4_ b S 14 12 to 4 6 0 5 6 12 22 95 75 a 4s 35 - 7 7 7 7 7 7 5 3.5 5 S 14 12 10 9 a e G a t2 12. 12 05 B B 4.5 7 7 7 7 7 7 5.5 4 5 S 6 5' 3 3 5 4 * SEE ANCHOR 14 ,2 to 8 8 $ 6 a 12 72 1.s 9 75 55 1 3 7 7 7 7 7 4.5 SS - 5 s 5 5 5 4.5 35. - SPECIFICATIONS g,-O, tt i2 to 9 a 8 6 6 t2 12 12. 10 8 6 a.5 35- 7 J 7 7 7 7 T T S 3 5 5 5 5 5 S ON SHEET 13 4 12 t0 9 a 8 '6 6 12 r2 b 6 5 4 3 - 7 7 7 7 7 S.5 4 .S 5 5 5 5 5 4 3 14"t !O 9 8 $ 6 b t2 12 10 a 65 S 75 - T T T 7 7 6 45 - 5 S 5 3 5 S 3 - 1{ 12 10 9 8 B 0 5 12 12 10 a 65 5 SS - 7 7 7 65 &5 4 - - 5 5 5 5 5 1 3 ^ 7,-0. 14 12 /0 8 B 9 6 6 12 12. f2 8.5 T S 4 ] 7 7 7 7 T 7 7 8 S s 5 5 5 jr5 5 it i2 i0 9 8 ff '8 8 12 10 65 S 4,5 3 - - 7 7 T 7 65 S. ] - 5 5 5 5 1- 5 35 3, u r2 to S a e 6 6 to Ix e.a J 5.3 - 7 7 7 7 7 s - - s s 3 5 55 4 - 0 VAUD ONLY FOR UP TO +70, -75 14. 42 10 8 a 6 .6 12 t2'65 7 5 4 - J 7 7 SS 4.3 3 - - 5 5 5 3 4.5 35 - - PSF AS.D DESIGN PRESSURE $•-0" 1{ 12 10 9 8 8 $ - /2 72 105 7.5 -6 5 - 7 7 7 7 7 7 7 4 b 5 3 s s 5 5 S RATING'& FOR SPANS PER t! t2 10 9 9 6 6 - 72 4 6 45 4 3 - - 7 7 T 7 55 4 - - 5 S S 5 5 4 s SCHEDULE #.3. SHEET 11 t4 12 to 9 a B 0 - 12 it 7.5 6 5 .75 - - 7 7 7 75 6 45 - 5 S 5 S -5 4.5 - - li f2 10 9 6 6 - - 12 1.5 75 6 5' 33 - - 7 7 &S 5 i - - - S S S 5 4 J - t4 12 to 9 B B - - 12 12 9.S $.5 3.5 4 3 - 7 7 7 7 7 T 8 3 a 5 5 S S 5 S 5 9'_O. 14 72 10 9 8 6 - 0.8 0 5 4 3.5 - - - 7 7 7 B A-35 - - 5 5 3 5 S 4 3 ti 12 10 9 8 8 - 12 10 6.5 S a5 - - - 7 T 7 65 SS - - 'S 5 3 S .5 4 - 11 f2 t0 0 8 8 - - 72 05 7 55 4S 3S - - 7 7 5.5 45 3.5 - - - 5 5 5 4.5 35 - - - 10'-0"14 12 t0 9 B $ - 12 11 65 6 S 35 - - 7 T 7 7 7 7 46 - 5 S 3 5 5 5 5 45 74 12 10 9 8 8 - 9.5 7 45 3.5 3 - T 7 7 55 4,S - - 9 5 S 5 4.S'3.5 - 14 12 10 8 B 8 - - 12. 8 6 5 4 - - - 7 7 7 a 5 - - S 5 5 45 5 - - - tt 1 2 t0 s ti $ - - 12 45 6 5 4 } - - 7 7 5 3 - - - 5 5 S 4 - 1 4 12 10 9 8 6 - - 12 10 7 5.5 4.S 35 - - T 7 T 7 7 7 35 - 5 S 3 3 5 5 $ 1 ��Q'''\+�� 1 / 14 i2 10 9 $ a - - 85 6.5 4 39 3 - - 7 7 6 5 4 - - 5 5 S 9 4 3 - \4J `/ BLADE U N�`( T4_ 12 io 9 8 0 - ti 8 S5 4 - J 7 7 &5 4.5 - - 5 5 3 5 4.6 - ( ll�' Y r14 12 10 9 6 - - 1.5 8.5 &5 45 3.5 - - - 7 7 4,5 3.5 - - - - S S 45 3.3 3 - - 12'-0" 12t0812 .5655 4 - 7 7 77 7 6 3 - 5 5 5 5 5 5 45 35 12 10 8 6 96 4 ] - - 7 7 S.S 45 SS - - S 5 s 4.5 4 ]12 10 9 e' - t0 7.5 5 4 - - - - 7 T 6 S - - - - 5 s 5 5 + - - 14 12 10 9 8 - - &S 8 S 1 3.5 - 7 0.5 4.5 S5 - - - 5 3 45 SS 3 - - T3'-O 11 12 10 9 6 - - 1.5 AS 8 4.9 SS 3 - - T T 7 7 T 45 - - 5 5 5 5 5 S 4:S 3S t4 12 10 8 6 7 &5 IS 14 12 10 9 0 s 7 65 .75 - - 7 7 55 4.5 - - - 3 5 9 15 4 - - 14 i2 10 9 - - - 10 7.5 $ 4 3 - - - 7 6 4 3 - - - S 5 1 3 - - - I4�-0"is 12 10 0 - - - 05 8 55 4 3.S - - - 7 7 7 7 7 4 - - 5 5 6 5 5 5 4 3 LU 12 10 8 - &5 S 3 - - - - - 7 7 a S5 - - - - 5 5 5 4 - 14 12 10 8 - 85 6,5 1 - - 7 T5 4 _ _ _ $ g g 7- 14 14 12 10 - - - 9 7 4.5 15 3 - - 7 55 3.5 - - - - S 5 3S 3 - - - - _ - 78 7.5 S 4 3 - - - 7 7 7 7 7 35 ^ - 5 S S 6 S 5 4 3 15"-0 N 12 10 - _ _ 8 4.5 3 - - - - 7 7 4.5 3 - 5 - 14 12 10 - - _ 8 6 4 - - - 7 7 5 - - - - S 5 5 4 14 1210 - &5 6.6 4 35 - - 7 5.5 3.5 - - - - 5 5 ] - - - 14 r t0 85 7. 4.5&5 3 - - 7 7 7 7 a } - - S. -3 5 5 5 45 3.5 - t4 12 10 - - - 8 4.5 3 - - - 7 G.5 4 ,s 12 10 - - - - - 7s &s 75 - - - - - 7 ,%aJ., - -- - s 6 14.51- - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 1t or L' a 02017 TILTECO,INC, @2017 EASTERN METAL sUPPLy, INC. to � ............r �' BERTHA NVTM A A Accordion Shutter System L ECO 1■C. ■ ■ ■ RV BLADE#1 w/OR W/0 KV.WINDM BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutfier Systems 11Y.N DESCRIPTION DATE DRAMI BY: LC. 11 bSaS N.w.36M 5t St.74S t87«YA rJRD05.ELG a4 33161 Assoc(Otlon, Inc. I OLD 15-085 RIM DATE, 07/27/17 4268 Westroads Drive 2 Pho"t(305)071-1530.F..:(305)671-1531 DRAWING No -�+S�..•• .•�'1•`\4G•it1t1 o-rrt E81i{ 87191L West Palm Beach, FL 33407 3 17-107 AL E�1 jY111 WALTER A T=T J'P.E. n1aRIDA Uk p 44167 3 SHEET P.E. SFl�Cj318NdYURE�DATE 6 14 OF 20 MAXIMUMA,RDDFSIGN PRESSURE RATING (g,4.f,))AND CORRESPONDING MAXIMUM ANCHOR SPADING (yy2 cGHEDUL E FOR A GIVEN MAX, SHUTTER SPAN. NEGATNE A.S.D. DESIGN PRESSURE RATING AN.D A CORR'EPONDING M usn'INGTYPE, (SEE MOUIVINcs Orr SHEETS 16& 17). � LJ B !S;T F;Z AT F=- 5ou1H N P NE No, SPRUCE PINE RU PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 w[MAIN.0«0,55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN, G=0.43 W/ I.Ift G=0.36 PLYV;ObD rY c.o W/ W/ MIN. G=0.43 (V MIN. G=0.38 M%M SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR.MOUNTINGS W& X W& X W & X P & 0 S&V S&V S&V Dmr.1LDe;1R5sEE fAx(� mmL4amA 11LsstEDrac(� tI5011ELVLF BII4F£fAx{FF) arwus+•aE@15exFmcfm}�sn,rcmtaroal rT7�sEFArc{Ps} sa um+rrxxE6ssvtrdcte) @so< �snc 69 as�7e�EtasstE mrc t�) u'txuwutas�r.s�ac{�us.aLsa Nwvt�rE�mtcr,� 30 40 160175 90 05 30 40 60 75 90 OS 30 40 160'175 90 O5 30 40 60 75 90 05.30 40 60 75 90 05 30 40 60175 90 05 30 40. 60 75 90 OS 30 40 b0 75.90 OS 30 40 60-T-F--146o 30 60 75 94 105 '-4'_*RLMS 12 1011019 8. 8 6 6 8 16 8 6 T2. I0 10 9 8 8 6, 6 6 6 6 6 12 10 10 9 8 "8 6 6 8 6 S $ $ 5 4 4 4 3 t2 12. 72 72 72 t2 12 12 i? 12 12 i2 12 12 12 /2 i2 12 {•_p• 12 10 10 0 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 fi 12 l0 10_L 8 .e 6 6 6 6 6 16 6 5 4 4 4 13 12 12 112 112 112 12 12 12 12 12 12 12 12 l2 12 12 12 12 -p' 12. 10 10 9 8 8 6 6 6 6 6. 5.5 12 to 10 9 8 8 6 6 6 6 -6 512 10 10 9 8 7 6 6 6 5 6 5 6 5 4 4 { 3 12 12 12 12 12 12 T2 72 12 12 12 i2 12 12 12 12 12 0. 12 10 10 9 8 6.5 6 6 B 8 55 I2 10 10 9 $ 5 6 6 6 .5 5 4.5 12 10 10'9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 .5 4. 7'-0' 12 10 10 0 6,5 4 r 6 6 gT 4;5 4 i2 TO 10 9 5 3 6 6 6 5 4 3.5 12 i0 10 7 31- 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 TO.;12 12 12 10.58.5 75 8'-0" 12 10 10 7.5 4,5 3 6 6 B 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 t0 4 - - 6 6 5 CS 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 TT 9.5 12 12 1,5 9 7.5 6.5 g•-p' 12 t0 10 5 3.5 - b 6 5.5 .5 3,5 3 12 10 4 4 -16 6 4.514 3 3 12 to 4 3 - 6 6 4,5 4 3 3 6 5 3.5- - - 12 12 12 12 12,ME 12 12 12 11.-9.5 8.5 12 12 10 8 6.5 5,5 10'-0' 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 .» - - 6 6 4. S 3 - 6 5 - - - 12 12 12 12 11.59.512 12 12.10 8,6 7.5 12 12 9 7 6 5 12 10 55-,- - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 n- - - 12 t0 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 i2 10 8S 12 t2 12 9.5 8 7 12 12 8 6.5 5.5 4,5 l2'_p• 12 Ito 4,5 - - - 6 6 4 - 12 10 3,5- - - 6 5 3:5- - - 12 10 - - 6 5 3.5- - - 6 5 - - - 12 12 12 1,5 9.5 8 12 12 11 8,5 7 6 12 1.5 7.5 6 5 4 13'_0" !2 10 - - 6 6 - 12 14 - - 6 4.5 - - - 22 7.5 - - - - 6 4.S - - 6 4.5 - - - t2' 12 12 10. 8.5 7.5 i2 t2 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 ti'-0" 12 10 - - 6 5.5 ., - 12. 7 - - - 5.5 4.5 - - 12 7 - - - 5,5 4.5 - - - 6 3 - - 12 12 12 9.5 8 6 12 t2 9.5 7.5 6 4.5 12 9.5 8.5 5 4 3 T5'-a' t2 - - 6 - 12 - - - - 5 - - - - t2 - - - - 5 - - - - 8 - - - - 12 12 7t 9 7.5 5 12 12 8.5 7 b 4 i2 fl 8 5 4 - 16'-0" t2 - - - - 6 - - 12 - - - - 5 - - - - 1. - - - - 5 - - - G - - - 12 1210,8.56.5 d 12 t2 B 6.5 5 3 11.5$.55.5 4.53.5- 1 HV BLADE OR M HV BLADE W1 ISA HV WINDOW BLADE WORKING IN UNISON* •STI uuj[AnOv3 Of USE I-FOR BLADE A ON 5 OLT + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS4 3.SUBSTRATE SHILL CONSIST OF T14E FOU.OWINC. -SOUTHERN PINE No,2 W/C-om(N.QS) 1/4"0 TAPCON ANCHORS,AS 1,WMFACTURE)BY I.T.W.BUILCOC W/MINIMUM EMBEDMENT AS INDCATED AT -DOUGLAS FIR W/G-OSS(t7.D.S.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0-0.43(N.RS.) EXCEPRON:SEE'NOTE 2 BELOW. -SPRUCE PINE FDR SOUTH W/0-036 -MIN: //2"COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CEUNO SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAO SCRMS AS PER FIDS 2015 SPECIFICATIONS. 4.ANCHORS SKILL,BE INSTALLED FOLLOMNG ALL OF THE RECOMMENDATRNNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone ,.......•••.. A/AI"% 02017 MECO,INC. 0 2017 EASTERN UETAL SUPPLY,INC, ��En►SF..�� ,__ BERTHA HVTM 1 L E C O N . A.S.S.A. Accordion Shutter System st ; H,V.aADE#) W/CR W/O KV.W DW/BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SyS}9mS ICY.N DCSCRIPl0t1 DATE mg BY'. C >* 0355 H,W.:a/h,St.,St..303.LM1RGHAA QARD035,noaaA stta Association, Inc. 1 OLD 15-085 /27/1 DATEI 07/27/17 �� Pa4ne:(305)871-1550.Fa.:(3os)871-1531 4268 Westroads DFIVO 2 DRAWING Na jr.� tt1 e-Wil:IaIft oaW.cc. West Polm Beach, Fl. 33407 3 0 NAI~ r E 000LIT 4 17-107 1 WALTER A TIL Jr.P.E SHEET FLORIDA Lk.0 44167 a 15 OF 20 P.E. SfhC/3TP1i3/41URE/DATE i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & a HV* BLADES AS APPLICABLE MAX, SHUTTER- SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD ATH HV BLADE(1) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 12sf, A.S.D. DESIGN PRESSURE RATING. SEE SJ 19 FOR MAX SPAN & 1/4-0 TAPCON OR A.S , DESIGN ERESRE RATING FOR INSTALLATION WITH BLADE Q) 1A) WORKING IN UNISON TAPCON -9 TAPCON OR Hla,WITH ADVANCED ORMTECHNOLOGV f,7 1/4 I PENETRATION TAPCON I ADVANCED THREADFORM TECHNOLOGY f W/ 1 1/2-U, ERRAND ED WOOD MR.SEPARATION V THREADED AREA'10 T' PEN N OF THREAD AREA TO EXISTING EXISTING WOOD HEADER. HEADER.(SEE SCHEDULE ON SHEET is) TO CLASS(SEE _00R aA I/ (SEE SCHEDULE ON SHEET 15) 1/4*0-20.3/4"S.S.MACHINE SCHEDULE ON SHEET I SCREWSOW -20 NUTS II FOR 9-CE 4DInv­ ON SHEET 19 FOR I Min. EXISTING BLADES a)&a E EO- 9 GLASS--4 E WALL 1FINISH 11 i —1I., U it q % 2F -,.,,-WALL END MIN. FINISH 2'x4'WOOD1 OR S HEADER REQUIRED 2"x4*WOOD I HEADER REOUAED 1/4*0 TAPCON OR TAPCON WITH ADVANCED -THREADFORM TECHNOL013Y W/ 1 1/2* EXISTING I MN,SI ( Mim PESNEIRNRON 01"THREADED AREA to GLASS---I Rp CLASS-(= EXISTING WOOD HEADER. 1%.I.El ION TO GLASS __(SEE & I I sol�ON SHEET LE FOR DAM 0ANO GtASS--j ON SHEET I I (SEE SCHEDULE ON SHEET 15) ON SHEET 19 L 11 !�2 2%4'CONT,SILL uAiDes a) t PLATE REO'D, &HY WALL HEADER INSTALLATION @HV WALL SILL INSTA ION OM HV WALL HEADER INSTALLATION F—T pill 1. M SEPARATION'10 GDUS EXSTgr MIN. SEPARATION TO CLASS STSCHEDULE ON SHEIET 11) OIL EXISTRiC (SEE SCHEDULE ON SHEET Il)— EXISTIN� MIN.SEPARATION TO CLASS 2*xe Co E ON SHEET 11) WOOD pL7Tjj I SCHEDULE S. REWD. ? 1/4'0-200/4'S.S. t 4 MACHINE SCREWS ill/ U _j SING 1/4�-20 NUTS W 11/4'-20 NUTS 0 12' T I FI:$LN D.C. X., � OR@ I OR"OR 0, �..^' ( +J' 2'x4'CONI ' I WOOD PLATE E REQ!D. I'Min. 77 /4'0 TAPCON OR TAPCON WITH ADVANCED C, THREADIFORIA TECHNOLOGY W/ 1 1/2" CONT. Ulm PENETRATION Of THREADED AREA TO SILL PLATE i/4D,TAPCO:4 OR TAPCON WITH ADVANCED TAPCON EXISTING WOOD HEADER. SEE 14 HXE* (SEE SCHEDULE ON SHEET 15) THREADIFORM TECHNOLOGY W/1/2 00 1-SEE SHEET 4 FOR TYPICAL 110C =1��ANCL%, SHO lit i WALE.FINISH Id M.� IHAEADFORM SHUTTER ASSEMBLY.55 (SEE SCHEDULE ON SHEET 15) EXISTING PLYWOOD REOV. I 2-MOUNHNG SECTIONS CA14 BE 'I TECHNOLOGY Wn.PENETRATION OF THREADED AREA INTO PLYWOOD ''114�Cc 0 MIN 2-.4- '/2 FINISH 4E%2�Wft.PENETRATION OF STUDS 0 16 O.C,Mal WALL _2�� AREA INTO PLWJOCO COMBINED IN ANY WAY TO SU Ll/2'MCC CDX PLYWOOD REVO. REM PLYWOOD 70 DIE (SEE SCHEDULE ON SKEET 15) SUIT ANY IUSIALLATION. HV WALL SILL INSTALLATION VOUST0,113 MIN 2*.4'STUDS 0 16'D.C.MAX, REOV ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH H VI�Allr�21 SECTION ME OF THE (0)MY WALL SILL INSTALLATION ♦SEE.151-,s Or USE OF L SILL 114E F.B.C. F.B.C. — LAC I ON SHEET�9' FLORIDA SUIlDIN6 CODEI High Velocity HUrrN:One Zone' 02017 TILTECO,INC. 1b 2017 EASTERN METAL SUPPLY,INC, BERTHA RVTM A.S.S.A. Accordion Shutter System KV. RADE#1 W OR W10 KV.WNDM DAJ American Shutter Systems REV.W DES"IPTION DATE DRAWN E. L.C. 0 & ENGINEERING COMPANY TILLIT TEST[ Assoclatidn, Inc. 11 OLD 15-055 07/27/17 DATE: 07/27/17 055 H.W.36"'St.at..3M MF*?A4 GARDENS,FLOINDA 3316t Phone (305)871-1530.FDA t(WS)S7t-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 17............ 107 ED-000ED-0006718 — 0 �p; WALTER A.TILUr Jr.P.E. 4 FLORIDA Lt.1 44167 5 SHEET p.E. M,Wv;f��ATE 16 OF 20 -INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR in HHV Tk A HV* BLADES �APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV Bangin ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESI_GN PRESSURE BATING, SEE SHEET 19 FOR MAX I SPAN & DESIGN LOAD FOR INSTALLATION WI H BLADE (1)& Ilk WORKING IN UNISON 1��I..IAP%11 OR 4Xa"(kj)EXISTING --ED EO- 2•MIN. TAPCON C WITH WGCD a I' fr TECHNOLOGY STRUCTURAL ADEQUACY - w/I lIr Min.PENETRATION 1/4 S.S. OF EXISTING WOOD BEAM OF THREADED AREA 70 1. PQ HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD I SHEiT is) (SEE SCHEDULE 01, ARCHITECT PRIOR TO TRUSSES OR n* W/ 1/4--20 NUTS All RAFTER ED a 12'ot, SHUTTER INSTALLATION. / D.C.R0 24" EOUIAED 77: Olt 0 TAPCON OR 257- YAP.N WITH ADVANCED G SOFFIT THREADIFORM TECHNOLOGY 90-1 3/4'UO..Ift W/ 1 1/2'Min.PENETRATION 1'.4.1/6'CONT.ALUM.TUBE ED ED III (6063-16 ALLOY)W1 A OF THREADED AREA TO #14.1;4' EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 or C13)or IS I O"ON& al�116"*LAG SCREWS TO or @ or @ 4�TER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD EXISTING MIN 2*.4* MEMBER,(2"Nin.NOMINAL @ 01 I or EXISTI 4G-4 OPEN HOLE AT EACH "OTH)W/2'Min. GLASS MIN.SEPARATION TO GLASS STUD TO ACCEPT PENETRATION OF THREADED I (SEE SCHEDULE EXISTING GL '0 LAG SCREW VAUD FOR ON SHEET ll� 5/ 6 AREA. I AT CENTER OF TUBE. INSTALLATIONS WITH 72p%t M.N. EPARATPW PAM.A.S.O.DESIGN LOAD AND MZSS OFF EXISTINC !wmeaf 'MAX.SPAN.THIS INSTALLATION IS ONLY VAUD (DA."D FOR WOOD W/MIN.SPECIFIC HV WALL HEADER INSTALLATION SCHEDULE ON%W GL it FOR WOE OR 7 It FOR RACE.. D.-M 0 BAST at z+as,gRR GRAVITY OF 0.50 AS DOUGLAS 4.7 *Q) FIR OR SOUTHERN PINE NO. I SHM 4 FOR TYPICAL SHUTTER ASSEMBLY I A �I OR EOUAL 2-UOUNTI%G SECTIONS CAN at COMam T)HV CEILING INSTALLM 6N K ANY WAY TO.SUIT Off.INSTALLAPIRL -1 OU HV CEILiNG INSTA LATION MIN SEPARATION PARATION FOR ONiE GINC MIN,SEPARATION 70 CLASS EXISTING TO GLASS (SEE SCHEDULE ON SHEET Ill— OLASSN't waesa'&& ION(SEESHESCHEDULE , _(D ALTEIrTE EXISTING WALL L N 8!8 Urct. 810.3/4'HEX GLASS—1 2-.6-WIN.W(KE Mac SCREWS 0 12'ox DECK RECURRED 7 1 --- @- 7 WASHER HEAD ICK I "N's rLq 130 2-.6-MIN,WOOD Din (NO t H Nino DECK REOVRED(NO ALLOWED) FINISH ALLOWED) 2. _EDGE EDGE OF DECK ED BE OF DECK IF APPLICABLE 1I 19 ED DECK IF IF APPUCABLE it 1 4b-20x3 4'S.S. APPLICABLE TAPCON OR -\—PHILUPS TRUSS HEAD In, C Wit. MACHINE SCREWS 1/4"6,TAPCON OR TAPCON VATH ADVANCED �lk��I ADVANCED CONI I H. THREADFORM TECHNOLOGY W/1114--20 NUTS -0 TAPCON OR IAPCOM WITH ADVANCED THREADFORM MIN,— THIREADFORM,TECHNOLOGY W/1 1/2-M4� s'LL ILATE PENETRATION OF THREADED FE 1/4 1 1/2'Min.PENETRATION 0 2 OJC, TECHNOLOGY W/ 1 1/2'Ulm PENETRATION or THREADED AREA TO CXIS71NO W003 HEADER.(SEE �9�,RE. THREAD D AREA 10 It SHEET 15) EXISTING WOOD HEADER, SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER,(SEE SCHEDULE 0, (SEE SCHEDULE 0.4 SHEET 15) (X)HV WALK-OVER INEALLATION OHV WALL SILL INSTALLATION, OW .HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricone Zoni, 02017 1ILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HWT Accordion Shutter System =rc_ /ILEM Nc. A.S.S.A. KV. RAX#1 W/OR W10 H.Y.WINDW MADE American Shutter Systems IEV.R. DESCRIPTION DATE BRAWN BY-. LC. ILLIT TESTING & ENGINEERING COMPANY - T Association, Inc. I OLD 15-085 07/27/11 DATE. 07/27/17 6355 N.W.36th.SL,St.,M MROCNIA rARODIS,FLOR;D-3315( Phan. (305)$71-15iili,.Fo.:(=)871-1531 4268 Westroods Drive 2 ........ t —.1.14-00a m West Palm Beoch, FL 33407 3 DRAWING No a 0006719 --'70111AL VOx WALTER A,TILUT Jr.PIE E 4 17-107 F,OR,C.I.-#44167 5 SHEET 17 OF 20 END INSTALLATIONS j NV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS n'rC.tad0 SIU05 AEd'0. 71�'nN.HOOD Sros A£0'0. WaCO u1U�J" t 4. ., , •... 1/A'i TMC00 -." . .� i Yxi`Ow. (AS APP{l AM0 P \ /1 �io+01w a 8'O.G i 1 w4]0 STUOS wW�1� l lj +ilwij i// -_.ilV jj J iks wPurraa} IT`9'l \ / sn Fo.twpAfaM LYtSTua LASS f PIYdO 0 7'NO '-C91571NG i f^ \i 6tnd4 LPO. Gu69" V, 1 ( - / FxISTw'9 GL\Ss '1 x � --/ 11 F Elfrp$t G1AS4 J. SUVROM ,Q f4-W4 SUVROt" ftnv=Cox wale R m PlT mt aAA ftaE/ Vx W,tM m a,ATS{� 1 E9Ad'L(Dira I//li13'X 11 rap tpAOC¢fAta SOfdtlt ai 8Q7 X.J. SMOUE ai Eth'ET a 0171 to tea S S` {ao63-ie}Cac2 rnnS�l ih`um.cdz �ttra a n rw aMCmua ijx Il Ra a.�te fl1 ua ftAOM4r16 a.N ALW.GtaS£A PLYkCaG. Q� qy,L a!•„Ipi7 199 07 9fLT 19 rw L� v '1 7•:INL. A%A1C(IQCATE 1� ar�i} � t + yr r a�•we 1 � `• IIda17'&us 110.1/2'SALS- -- to APnaWSL)a.xK#_Y { OtC�0, uvuHat a:P+TCtt /.+5 -- Ola OG �l --.�.--�✓ � ••• ^" 000.1-ra u1M1 Ar uK.maM ^" ! 4 n1/IGaI/s•Susi m. i eJ 4 {4fu(At I•iaWA .r i0 f(j OR�� Ill 4Xvr+rx.ci a l7 qR jB� omw me rr. {OR S Sa£erAe i MAOR ' € Td T"""'S J •4300-��„{� OCtGOMIXO17 1 .¢"ta^.p.e:�. " °�MCt°a"i ` - - • id TRACKS � c•d • t3., t•a O•ta7'i4£' ffi-f?yC•fJ-Q9- - <v • 0.0.0n().j.pq. - 'f fyb• �c.J,�•0f�-0- t hJ fD-e ©ts- 4�•C3-13•C4.0`4�i• �'O'+Ct-0•C7}•13- 'D„[g.�y.�"�.�- f�'tn"�.�.g- END CONNECTION DETAIL(2) END CONNECTION DETAIL C8) END CONNECTION DETAIL 0 END CONNECTION DETAIL 1-9 rp:)m .KQWU W 0KY fOR SP.W OWATM TP n si`-G• r-cl.fss t9i`4tlL b SRraS A£O' /�Y tAfCa1 AHCt1aR4 /jsY 1Af{Op It# 1f0.ifY S1LS. Yj i tjY 4A W i ij7•t4^l 'M a �GaSnM1G GLASS�\ fb4'iRAlla•/O If"0.G Ad1ElfAlpkl O lY OC I10 cA' TOa1 Ile uiu. Sao= � 4 d ♦ SEE E(DAONLIMITATIONS OF USE FOR mL aPuul+ai 2YI\ BLADE IA ON SHEET 19 g .1 5x1w1Lc ai vm Jj bfttsma A1 FJL4 4GpG4@Cp lvwii'' � t�•�•TT3� �'Hl•SS f .�.�H t�?Ca-1 t3.1�63 0•£4-@ 0.0- DETAIL X END CONNECTION DETAIL©i ND CONNECTION DETAIL 12 FLORIDA BUILD] CODE Hon High Velocity Hurricane Zone tSl1(•\P`",.. •. C�T 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC, BERTHA VT Accordion Shutter System=7i L76 stem—N ®AS.S!A■ AV a1+DE�1 w/DR wjD H.v YVtNDChY BADE ` American Shutter Systemsx dESCAwnon ow dPAw11 dr L.C. TILLIT TESTING & ENGINEERING COMPANY tea''; iJ a355 WW.30!k SL,sw us.mRmN%GA oum R64GY 33161 Association, Inc. i 04D 15-085 7/27/1 CATS 07/27/17 Ph..O:(305}e71-19304268 To.1(305}071-1"1 4268 Westroods�rtve DRAWING No —.H:t5lpcoono com West Poim Beech, FL 33407 3 _- ss�QNAL E��'1 ' WALTER dn°WT'Jr.P.E. 17--107 P.E. SEMI/SIGNATURE/DATE noROA i c A t<1s7 s SHEET a 18 OF 20 I' t 0 GENERAI JIMMOONS AND CONDITIONS OF USE FOR BERTHA 6311> ()NiqON WITH KV WINDOW RLADF 4 J T.MAX.A.S.O.DESIGN PRESSURE RATIN,tom.+110,-110 ps.f. 2.MAX.SHUTTER SPAR'96' 9.ALLOWED MOUNTINGS:A.D.6&H ON SHEETS 6.7;AS WELL AS a MOUNTINGS M.0.T,U&w ON SHEETS Is&17. s (2�} ONLY CENTERMA7E5 /(DOTH wr OR Y ARE ALLOWED WITH 31 N Y 35 p�7 7RRN�itEo IN A OR OPpO NG IA OUT.R7 CASE OF OPpO NG fi5, .1@. r CENTER" �M( To INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF D • s • ♦ • '; / ` I' �'} !3.(NOLES}FOR Sh P-ESFR®EADE AT ONLY ALLOWNGS A MAXIMUM OF 4.OPENINGS 4 I J� MAX.S WINDOWS s ♦ • ' I'� �' TSL OF ANY 3 0 HOLEFORSHALL BE 12% EDGE OF NJ WINDOW HIAOE 1 ALLOWED A7 IN ue'i ♦ �( WTNOOW BLADE Q� (C)FIRST OR LAY BLADE COMING OUT FROM STARTERS AT ENDS MAY HE tN C WINDOW WADE(W 7Tn ♦ ♦ •"ll 00 fN♦ (0) WINDOW BLADE l'."+'MUST HE USED ALTERNATE TO A SOLID W BLADE 1O j THROUGHOUT SHUTTER'S WIDTH, ♦ • ♦ • • ♦ ° i A y' /♦' (E C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUO FN o 15g • ,I 1 / eLACE 1 AT EIIHER SIDE OF THEM. gaT Yk SEE END i t 9 t (Fa INTERIOR OO F T IYV WINDOW BEING P 1 HE INSTALLED Sa TF)AI TABS FACE GOHH£GTK7N s s • • • � g rA ,I �` n,' 7ltE OItERIOR OF THE OPENING HE1NG PROtEGTEO.In= YANDOW itry uUST BE ,! ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROWOED BY ASSA p0&118 TYPON HEETS ,TNS 1G INC. FULL HEIGHT. A •'{ &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE 11 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES Le p >✓ i &2 ABOVE). C_ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES t &2 ABOVE). 4 B.MIOMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1998: Ki` SYPE TOP&BOTTOM UIRE1dENT$} w ,��� oR , �„ 0110 2017E JJINIUUM SEPARATION TO GLASS O H tJ�CJ�I UNLIMITED WIDTH 7 THRU S 1' ELEVATION '"D E'"p10N T4 aA� EXISTING GLASS SEE SCHEDULE ON S!1 cT it FOR 91LE Cly 4 6,25' r- A10 ON THS 91 ET FOR BLADES L7a&, __ _ ---- Typ. __..____..L.-_______-.__,— _� `________._j__,.._.___..___.____ a "� Typ ��\� /� C� SY1d ETRT CENTERUATE3 2�'ti %'..,- � I// W/2d OR SAND W/O ISE NOTE a AHOVE) ti TYPICAL, M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (PA SHUTTER* �`'------�J ''"AN.r Y,."'• FLORIDA BUILDING CODE(Non high Vetocity Hurricons Zone 1'11 `P••,•r E •��,. 02017 DLTECO.IHC. 02017 EASTERN METAL SUPPLY.INC. BERM-HA-'HV' TM bfrr- I11 Accordion Shutter SystemliL ECOlNC. A, ■���■ KV BADE#1 W/OR W/o KV WNDCN WDE '0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.N DESCRIPTION DATE DRAWN BY; LQ ••,• ;� A3SQaIatlOn, Inc. 7 COLO 15-085 7J27J1: CA ' 07/27j77 (j F g�0.�tV sass N.w.aau.sl,sly.Jas Aacr ti+RDENs.FLoeoA s�1a 4As Association, Drive 2 Pnano:(405)871-15D0.FuA:(509)871-1131 DRAWING No e-ma7:Otewaa.1 m West Palm Beach, FL 33407 s 17-107.T ANAL EB-6708779 a 17—1 07 WALTER A TRLT J'.P.E SHEET F7,ORELl L_ /'a4167 5 P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 i I I/2-s 0435-IMCK VARIES INSTALLATIONS WZ d) HV BLADE & HV CENTERMATES -12,000*MDA. MEAL I - 0 T- /162�.ASTM A-053 GRADE dab g Mi,G-:60 MV.STEEL 2"Mox. 083' 'STUDS AT IV OX'a INTO METAL STUD WALLS 0 4 Q op I ku - ----- V2. • 0 6 aC� GENERAL LIMITATIONS AND CONDITIONS OF USE 114"o NOMINAL As. I ALUMINUM SLEEVE a . FOR f3ERTHA(1)W BLADE ACCORDION SHUTTER 6063-75 ALLOY (1 3/4-.r 1/417.0,033-TWCK 43a SYSTEM INSTALLATION TO MML STUD WALLS CW.QALY.STEEL RAC OMNEL� a 61 OC. 0 V 010.1 ASIM'A-M GRADE 40 MO.C-60 SEPARATION TO GLASS SCHEDULE 3.000" GALVANIZED FASTENED TO STUDS EXISTING fINISH 1. MAX. A.S.D, DESIGN PRESSURE RATING; +75, - 75 (psf) Il_r—MON. W/(2)#6.1/2*"SCREWS ON 0MICIT&EXTERIOR FACE AS APPLICABLE 1 MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I MIN SEPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. ASTM E-1996 SEPARATION - IDOSTING GLASS III)CLASS TO GLASS (SEE SCHEDULE) 114"0-2OX3" 80 4. ONLY ENTERMATE 2t W/n24.HV LOCK ARE ALLOWED I THRU 3 LT ITYP.) '11METRICACLAYOUT. MUST PENETRATE(9 1. WITH#21'ARRANGED A SY USE 0 (2) 305 (5' LONG, MINIMUM) MUST ALWAYS BE 4 1 3/4'.6.1/4'.0,035'111 9 M' EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF .3 373' OUT.QALY.STEEL TRACK IN AS APPLICABLE CENTERMATE. ASTM A-653 ORADC 40 tfi. - 16 °uvAtIRE°FASTENED 10 STUDS W/1(2)f0.1/2'TWMX SCR JC1043a 6iNTMDR EXTERIOR FACE 0 6*O.C. as'O.C: 1/4."0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR -!g ELCO CONSTRUCTION (21) 238 CENTERMATE APPLICATION WITH BLADED 43 I (4 I PRODUCTS FA13-LOK HD 1 1/2- 0,03-MCK V 0 6" O.C. 1;6�- COMPONENTS ASTM -653 CRAM 40 77��10&j— Min.0-60 CALV.ST EL MS WALL HEADERISILL INSTALLATION EMSTIUO RIIS14 AS APPLICABLE SCAM, 3/8". 1 METAL STUDS AT 16 D.C. I;", (TYP.TOP&Gomm) VA 1 3/4', /4"4 0.03V TKCK iria. -ZE—XISTING GLASS I ,ASTU A-61 C.NTC STEEL TRACK CHANNEL I AL 'D S,11,....40 Mi�,0-60 QED WITNFD TO STUDS b 4 c* MIN SEPARAIION VARIES INTERIOR 6c EXTERIOR FACE 14 io CLASS 2- "!-CENTERMATES WZ EY S ON (SEE SCHEDULE) M... EKLUI—ORACCESS SIDE-� N ERIOR ACCESS ----------- -------- --------- 3 wMin.) I IN J 4 4 --------------- A 2 ---—---- -- ---------- -- — -- -—------- ----------- ----- Lq(2)4 21 21 21 LOGAT O AT - ----- - - ----------- 1M H--- I AIDS VIEW Y SIDE CONNECTION TO TRACK 12 3 I/A'(Typ,)— -(24) 6 1/2"(Typ.) —7 —7- —6 1/2*MAX.SLACK (Cont HVI3 BLADE SLACK DETAIL WVF tLYC FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone: III p 02017 EASTERN METAL SUPPLY,.INC. 02OT7 TILTECO,V4. BERTHA HVTM "INS Accordion Shutter System 3 A.S.S.A. RV. BLCE#1 W/OR W10 KV.WINDON BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey No DESCRIPTION DATE DRAWN E41 L.C. Association, Inc. I OLD 15-0136 07/27/12 CATE. 07/27/17 cri-k-rc n� St..Sk.30!�MRON14 rvkmisl VIORCA 055 K*',Ulk 4268 Westroads Drive 2 Phone:(305) DRAWING No —.I..UR-0„Is, West Palm Beach, FL 33407 3 EB-00067117-107 WALTER A.TW Jr,JPS- 4 FLORGA U` 1 44167 5 SHEET P.E. a E/6"ATE 6 20 OF 20