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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 �. t Mr•arw Business & Professional Regulations.: SCIS Home Log In User Registration Hot Topics Submit Surcharge Stabs&Facts Publications FSC Staff SCIS Site Map Links Search oprProduct Approval 4 USER:Public User !% Product Aooroval Menu> earch>Aonli anon List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com horized S nature Bill Feeley L EIV 44�QIrodriguez@easternmetal.com 2fQCAhical Repesentative Abrig ddress/Phone/Emailounty,PerMli uality 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. U -/ 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 dtl.aspx?param=wGEVXOwtDcivYYH112vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL 389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL 489 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD toad 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC DRAWIN 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL 389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HVIA working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL 389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FI'389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes -- Contact us::26ol Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility ::Refund Satntmeot 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 fig. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 RFC"FIVED copv I< APR ! UcN»�.°° ILLIIon �/ fpr 7 ��, -- 1. BERTHA N.V.ACCORDION SHl/TTER SYSTEM SHOWN ON TICS PRODUCT EV Aa E.D. 'f915 BEEJIIwN/e1�1F COMPLIANCE IN ACCORDANCE WITH THE 2017 (6U EDITION)OF THE FLORIDA _ BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTAILED AT H1 VELOCI DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE I/ENnONEO CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(A5.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19 & 20. mm llll IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1: HV BLADES\V AC lW BY MULTIPLYING THEM 13Y O.8 IN ORDER TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 %INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS-HOWEVER.A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD IN BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1 2 OF THE ABOVE PENTIONEO CODE AS PER TYPICJLL. SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE(1 10214.01-03, /0715.01-03, /1004.01-05, /1214.01-05, 10317.02-06, 50609.01-10 AND 10210.01-I1 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE Ct)AND HV WINDOW BLADE (t�/ AND E-1996 STANDARDS(MISSILE LEVEL 0, WIND ZONES 1, 2 & 3)& 11220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WARE APPLICABLE) -HV WINDOW OLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATIONDETAILS A-F, CONCRETE/BLOCK SHEET 6 BLA 2. HV OE(D AND HV WINDOW BLADE © 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. BERIMA M.V.ACCORDION PINS (M7 SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 514.2.75'AND 514.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERLATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SRALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTEREO WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIAIICN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 300 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 5-75 600ALLOY. 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 DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 CALVAN17ED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MNMUM YIELD STRENGTH. N4CHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:MV BLADE( : 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 1B INSTALLATION DETAILS S-X, WOOD SHEET 17 MV BLADE Q&® WORKING N UNISON: 12, 13& IS ' END CONNECTION DETAILS 7-I2& X. WOOD SHEET IB B. THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.5B2. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15'458.179 ISSUED TO EASTERN MLTAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY @ 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 WITI WARNING NOTE: DURING PERIODS Of HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND MD LOCKS., AREA 4: FIV WINDOW BLADE Al QNLY 11. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A RFAOILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FIORIOA BUILDING CODE. ONE LABEL SHALL BE NSTALLATION DETAILS, METAL STUD'HALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING 10 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.V.ACCORDION SHUTILR SYSTEM'S INSTALLATION SHALL COMPLY'NOH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 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 SII[ SPECIFIC PROJECT, I e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SUETY Of THIS PRODUCT, RASED ON THIS P.E.U.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS OETAILEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. _ OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E 0. WILL BE CONSIDERED INVALID If ALIEREO BY AID'MEANS (d) SITE SPDI ECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE FIR ECT AND WHO WILL DE . I ESPONSIBLE FOR THE PROPER USE OF E P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PC D, CNGINEER SHALL SUBMIT TO THIS LAIIER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P E D SHALL BEAR TIME DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONALA -ENGINEER OF RECORD THAT PREPARED IT FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, 111 t /T�i 02017 TIITfCO,wC. 02017 FASTERN METAL SUPPLY, INC BERTHA X4Yk �;•••��CENS�r'•.,9� TTA /TILTR CO L q C. A■S■S■A. Accordion Shutter System RV. aADE #1 W/OR W/O RV. WINDOW BLADE ��jJ/L� * j American ShuNer Systems LT.N ocscarlroK 1E oRAW,,er/L.� f�U 71LkIT TESTING & ENGINEERING COMPANY i Q C Association, Inc. 1 OLD 15-085 7 n 1 OTA 07/271/17 17 12 `� a)a6 N.O.NII. 5 71 ]53 NRCNM CMOdS,f .53 l)1a 10AW) ;'-&p-,� PFI,..:pos)e71-ts3o.F,.:(ws)en-1571 4268 We§lroDJs Drive : ".C"'•.;�UL{IV` �.a L71 ,-moc uac000a.<wa West PDIm Beoch, FL 33407 3 DRAWINf, No �^�, ........`'Y�,,10 EB-0006719 4 7-�2O V ONAL [ .. INKIER A. T\llF " PL• FLOROA Oc 1 44167 s _ SHEETP.F SFAtfSieMAYURE/DATE -a O -]l 1011 rmOtln R1IR[ A • • IES e7 g 1.Q1 - I I • I I 1• � 4.les• _ , ! 4.837• � Jt HV SOLID BLADE `'JARTERST )HV UNIVERSAL FLOATER DR USE W/ RED UNDER US PATENT 458179 QUALIFIED HV BLADE�1,1 (.4 BLADE •� O 005-T5 ALLOY A TEMPER FOR U E W IN 6063-T6 ALLOY AND TEMPER .SEE UMI IONS OF USE BLADE ®ON SHEET 19500, , �} 6063-T6 AHOY TEMPER 124• l~ - Y AND TEMPER 1- A85- 1 ' , 3.556' � � .994' 67 _ 72 842 g run 9i .......................... (j) 1 4.4Ja .12 I R sr 7 QUALIFIED FOR (8 tHV WALK—OVER TRACK 92° i QUALIFIED FOR USE W/ HV C,HV TRENCH TRACK --1-Rss• ,•7O. '� FLOOR 606 - O TEMPER v BLADE(lT7b; QUALIFIED FOR USE W/ HV � QUALIFIED FOR USE W/ 6063-T6 ALLOY A TEMPER BLADE Cil ONLY. l 14 HV RAINGUARD BLADE 1 6063-16 ALLOY AND TEMPER OUALIFIED FOR U E W/ HV 6063-T6 ALLOY A EMPER •.'I vM1E3 1' 1.915• ,.1 .� BLADE 1 M•. j I vAR23 1.936'� 6063-16 ALLOY A TEMPER --1.917. 'I 083' 083• .0613' .09J• ' x .12 I I 6221,0001 .100 • ••+I 1 870 R • 6701 1.656• + 670 1 3A29• i ! _. ,T�`20• rq 17L 7. ,11• HV CEILING HEADER HD CEILING HEADER/SILL 3529 OlT1CUFIED FOR USE W HV BIADE(1.�0 QUA, hUR USE N DIAOF�110NLY HD WA HEADER4SILL. / TYv 6063-T ANO TEUPER QUALIFIED FOR USE W/ HV BLADE n �) SEE SECTIONS FOR VAUq SEE SECTIONS FOR VALIDITY. QUALIFIED FO�R USE W HV 6063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE" ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A e T1 i2 X Y I MN X MN Y MRL 1 2• 2• .125' Y MAX.: 1/8- j 1/8' Y1 1 . :� 2' 3•MAX. 0192. 1 0.192• X 1b SIDE ANGLESCORNER POSTS 2Q QUALIFIED FOR USE W/ HV ALUMINUM ANGLES xs- r uAX.�0.190• i 0.190' 3GALIFIED FOR USE W/ HV BLADE.11 QUALIFIED F0USE W/ HV ----I ---- —=- • BLADE�1,* 6063-T6 ALLOY AND TEMPER • BLADE 1 ONLY. yJt j 2- 3•MAX.10.139' j0.131• 6063-T6 ALLOY AN TEMPER 6063-16 ALLOY AND TEMPER riiii., FLORIDA BUILDING CODE Non h VelocityHurricane Z ne IIII II ` r. /, 07017 MTECO Ik ,�• INC* - 02017 EASTERN METAL SUPPLY. INC. BERTHA HVIM p ••.. [//�• :AtA tw-EN.,� ✓9 IL E CO .,.. A■s■S■A■ Accordion Shutter System /y KV. BL /1 W/OR W/O H.V.WINDOW RACE TILLIT TESTING t ENGINEERING COMPANY ARlerloan Shutter Systems — • i 666 09SCRV1IN DATE DRAIN BY: L.C. TATEOF QA6 R.•.1616.St,w.3•a YA9eN 4M .rka 3314 ADe0010HOOr Inc. I OLD I5-085 7 7/1 atE: 07/27/17 % . ), L 4268 Westrood9 Drive 2 DRAWING No vwo.:t.os n-•Sao.r•.: Jos n-1531 eft••,.•Q(�IDF,: LATA - •-met:17a0o9.cem West Palm Beach. FI. 33407 -VV/0••• •••�j��I/1L Y/KIER A 1lUT Jr.PA. P.E� A , A K1�E/DATE naloA LK. 441x7 r_ LeeD• — .•-10.1 1/.•-20 , M CAST 1.576' r 7 HEAD nurAao HOu6R.D a1ANEL .Its" aa'r,2.A6j s11 ' —DK CAST Yg -T (2 7YPJ P DNsuL ss 7unN L 1 el � I n KI1D6. eRA:s cruo[n '- _eAAss LYL,10(R j .., PLKEYS ATED trJR10AK (on011t iA7T0) � NV CENTERMATE CEN 0 LIFIED FOR USE W/ HV BEAD h 'A'ONLY f��.��JFLOATING _jL43 ® HV LOCK I HV EGRESS LOCK 606]-T6 ALLOY AND PE QUALIFIED FOR USE W/ HV BLADE A ONLY P J E.67y. QUALIFlED�FOR SE W/ HV QUALIFIED OR USE W/ HV 6063-T6 ALLOY AND TE BLADE J& ONLY. BLADE 6& (�ONL HIM FOR USE W/ HV BLADE T I ONLY 2W OD. 6063-T6 ALLOY AND TEMPER PLASTIC HEM 518" 1.736' 922'• MOLOEO TO '. I , I 4.043' - -� AFTER RIVETING i a` ai " 1/4"1-20 x 3/4- BEFORE RNETNG S.S. THUMBSCREW 11470-20 RIVNUTs LI ' *SEMES 9444 ALIMNW(2024-73 ALLOY)LARGE FLAHGE I- 2.76D' —1 SHEET NUISERI.PAIT/0610.AS MANUFACTURED BY AVM PIA" R "tONf"&AHV MALE "T" LOCK CE - 6.568 " CHERRY=70RN,PWSVKNV•NEW J[RSEY 07034 OR E01YL 70N 2t LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/ Hv BLADE t ONLY ( IJV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK J 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE w/ HV QUALIFIED FOR USE W/ HV BU ECIONLY QUALIFIED FOR USE W/ HV BLADE Cl) W/HV BLADE ONLY. 81A0E ONLY. 6063.46 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER j 3.161 - T` ��-TMl11ABTURN .g. .063' - ' ^t'tIOER ON063 91 t' ! $ . .062• 6Y •v 114• , I _ LY CYUNO[R .345" -t-,n • u, • 0.673"Mme. 4 ,.,d}{ i .125•Mor. u QUALIFIED FOR USE W/ HV BLADE.I do A, QUALIFIED FOR USE W/ HV BLADE & A � , 6063-T6 A r 6063-T6 ALLOY AND TEMPER HO VARIES.12'MIN. _ QUALIFIED F BLAOF. 1 h A. _ •f� -to Ts.o /6.4-1_f 1.1 606 6 AlL*1/2' 1 2440 R TIwMBTURN INDER (SEF onus - r t/' - U° rOR KEEYY rl CYLINDER «�LOCKI � � HO 'OCK 4C751/4"° ®HD LOCKQUALIFIED FOR US �. HV 3/8"O-16ACETAL .3 _ Bt REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BCLT LOCK. 6063-T6 ALLC:iQUALIFIED FOR USE W/ HV BUDF,1,.Y fANSTALLATION WILCLE THUMBSCRMl,�y�S WBLADE,�,0 NT QUALIFIED FOR A MV BLADE 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 4T1TI1•`�•�FS,•,I/A�S 02011 IILIECO,INC. 02017 EASTERN METAL SUPPLY. INC. �C T `,,,1 Pte. �cEN ✓�= A S S A Accordion Shutter System L E C O L N C. H.V. BLADE Zt W/OR W/b HV.AWN OW BLADE American Shutter Systems — _ TILL'IT TESTING 8 ENGINEERING COMPANY Y Ev. 1n166 DATE oRAwN er: L.c. STA , 6335 H.N.nw x,611.3Ds,e6GRR3 GARDENS,MORVA Art Association. Ino. 1 0.o IS-065 _ n)� MR: 07 27/17 TE OF ,� p— West [n0 71-1530. FD.:(305)871-1531 4268 Westroods Drive 1 DRAWING N° ' .. ORIDP•'�r �s AO' °Riieeo''COA West Palm Reach. FL 33407 3 6666..: a EB-0006719 — 1 7- 07 1[ NAllu A. TI(Ln d•.Y.E. _— —_—P.E. �EALOI�I4AJ "It noROALe. I44/67 s --..---_. ---SHEET 6 3 OF-20 SHUTTER ASSEMBLY SCHEDULE OR _ HV Q HV DAA �/6 — 'i''"" WE ro eLwE TA. .osn• QHV BLADE t 0444 .obis' ® 1TW BuOE .0624• HV BLADE TAI SLIDE'S 1&7S' Y ® HV LONG RECESSED NYLON BUSHING x CIO KNUCKLE .0625" 0.06 ® HV SHORT RECESSED NYLON BUSHING '. i ) FLAT PORTIONRI.�HV NYLON HATWASHER OOR 3 so' HV WHEEL CARRIAGE NSI 302-303 SERIES I } I j y� 02.4750' X 6.870"x3/16"THICK NYLON WHEEL. I 1 ® n- r` �I 2 7/6•Nbl.� Nv"hr+DOw CLEAR 43. 0.188'0 AIS1 302 SERIES S.S. RIVETS I I 0625• 3.7500' ® _ I n J�l _J Aa / 0013' HV 1 3/4' ACCORDION PIN W/ 18 HEAD * EXTERIOR + j aPEN&fOs : air eENTERs 1� _ 7500' ® HV 2 3/4' ACCORDION PIN W/ /8 HEAD * --r 4 �4 •F� CLEARE ® POLYCARBONATE IMPACT RESISTANT HV WINDOW r— I SEMEN i TYPICAL HV WINDOW BLADE 1aA AND POLYCARBONATE HV WINDOW DAL OOR ® I �® or 0 (SEE NOTE FOR I i *POLYCARBONE IMPACT RESISTANT HV WINDOW VEE , �OR AT ® j BAYER MAKROLON 3103 POLYCARBONA7E RESINS, UV-STABILIZED GRADE OR SABIC * I I J L. _-_h I �--�,TO BLA�U EWA�f INNOVATIVE PLASTIC LEXAN 103 RESIN NY J!H �EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOROR ® I J (SEE NOTE "F"ON SHEET 19)_ HV M RV 614 R : I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ®J a j i ® . I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR i i i EXTERIOR POLYCARBONATE SOURCES FOR HV ® TY BLADE. PICAL SHUTTER ASSEMBLY SrKfAet �a rrrKx FRartRles HV PIN®OR Ny AT RFr ti r .rd,r, (2) HV PIN'® MAY BE USED IN LIEU OF ® AND ONLY AT ExT E_. BLAOE'S KAf1,1 f. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 40.324'-. (SEE NOIF = FOR Lrtcrc vpv n A!N o7» eau w7. 0a"wf' BLADE WHEN CORRESPONDING TO INSTALLATION "it". SI IEET 7. 0 2 CJ REQUIREMENTS) mp FKowm wsn orae a.00►.. +wo.►.t ll A 45.0.414 Al rtw Asn o»0 17,300►.I. la.•oo r... (3) HV PIN ® OR OW/ 1/2" O.D. 1/16" THICK S.S. WASHER rlDlusra IKKEAvs Ant o>w !.0.000 r.l su.oao r... SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ey I 'I React SHEET ® Kma[6'aoo .srw ous. 's ll—t. .r r.-wr soot[aoen7 ran o+►u .ra 6 ecs x uAr HE WEL CARRIAGE DETAIL PAW OF PA004 Asn ms a-1 C1 -In DAL �� Srf_MBLY LAYOUT w swim ,ten,ol+a Iw T sea r aE ROW Atm III TDOU A1iFN01M WIM AtA1N19 ALN M +703 r.l es-0 P.i. 1.I HV BLADE SOLID & 1A1 HV WINDOW BLADE DETAILS TOdUSVM WOK iAAM&URNe "N 0341 &41 .+w N.T.S. 1r'rrr+rrinlrl�„�ej FLORIDA BUILDING CODE Nor, High Velocity Hurricane Zone s/ 02017 TO TECO,INC. 02017 EASTERN METAL SUPPLY, INC. . ENBF ' 9; BERTHA Tu /r, INC. . ■ .SSA. Accordion Shutter System E C O M t . Kv. MADE /1 w/OR w/o KY.rwNDDw BLADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systema •N RI►ROM +A,t pRARN w: Lc. Q I Q o!!R.�.]eM fl,fN.306.W10MN won.FJ N A n's Ae80clOtlonr Inc. I OLD 15-085 DY2710 I DATE: 07/27/17 ' L Pqn..(!05)&71-1530.ro..(305)871-1531 4268 1Ves(roods Drive a SS��NAL E�611�11 F-1°9,000 :.ccw West Palm Beach. FL 33407 3 DRAWING No RAuc&A TAUT a.P.E.11719 4 17-107 7_'07 FLORIDA U,f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE & OF 20 *NOTES ON HV LOCKS AND CEENTERMATES: a o o ` •�^gg Y N i r u } MM"TM��� y - ONE HV LOCK a Ef, SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �, I •L « I«� OR 12'ABOVE OR B OW 'g2 OF SHUTTER SPAN FOR SPANS UP TO 105',ANO FOR INSTALLATIONS-AT ANY ELEVATION. HV LOCK w MAY BE USED AS AN INSIDE OR OUISIOE LOCK,ATTACHEWTO OR CENTERMATES W/(2) 1/4.0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INOICATEO ON TYPICAL SHUTTER ELEVATION. - 1F DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 2. LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMAIES(. ORSWU_L BE AS INDICATED ON NOTE (1) ABOVE. i LOCA ION OF LOCKS SHAH BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. rlwnrwu crv+DmOlt f2 NAUD 0t4l I i CO. �OV LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY 0 4 5 a �- - °•'25 USED IF D SIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING R005®OR AN ALTERNATNE DEVICE J`. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a 101- 4. YMMTORYT /2 ONE HV HOCK ® L BE USED F CORNER OUTSIDE TOR I FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION. HV L or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG MT HEAD S.S. M.S-TWO LOCKING ROOS AT TOP& SOP. SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y'S w�_ I I MAxIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I \vim £ 741E I nn o fx; biSri �;" C�gy�4 5 - ONE ALTERNATE HV LOCK MAY BE USE IN LIEU OF HTV LOCK a FOR ANY SPAN AND bb>• i(Y 3�; INST UTIONS AT AMf ELEVATION. AL RNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/l"�-20x3/4" S.S. THUMBSCREW TO 0 OR�CENTERMATES SWLLL BE MACE W/ 1/4'0-20xJ/4" uUN. o � y RNNUT AS SHOWN ON SECTION HVE, SWEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN- � ! 6. MM40AMW CONDfTIf.`N "EOR KEYSTONE IIOLINTMG INSTALLATIONS, ONE HV TOCK ar or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86'. AND FOR INSTALLATIONS AT ANY ELEVATION. HTV LOCK 0 or 0 w 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0, or®SYMMETRICAL CENTERMAIES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. i M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Of LOCKING RODS g W/ SEE END—� 1 / 1 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY CONNECTION DETAILS ON a f [ N 1 J % l Y 'i I 0 v M % 1 `J SHEETS 1C & I ,� 1NOTES "T" LOCKS AND CENTERMAIM I 8 TYP. FULL I L_ • OF CORNER HEIGHT. vw--_— _ 1. SFCX1t40 ALTERNATE TO T*L Ai VAI ONIY ---- CENTERMATE �— ONE ALTERNATE L "T"LOCK MAY BE WSTl1lE0 IN LIEU OF FN LOCKS OR FOR ANY SPAN AND l a « 6 7•u 8 all f) ••1 310' t NT OF LOU110N IN ANY ELEVATION. ALT NATE LOCK tD20 Y 8E USED AS AN INSIDE I' OU SIDE LOCK. H MUST BE '� �• J S OF LOCK MClU0E5 USING REINFORCING LOCKE AS SHOWN ON SES. THREADED SHEET 9,WHICH MUST BE 10• 15'0" •f3;<"(�•: Io" — CONNECTED TO CENTERMATES 0 AND®W/ 1/4'1-20 i 1/2' TONG S.S. THRAOED BOLT W/ 7/8'0 x 3/32" WINGNUT OR W/ 1/4'41-20x1' S.S.M.S. INTO A 1/4'0x'5/8" RNNUT. LOCK MAY BE INSTALLED AT,MIDSPAN OR 12" 6}•7 .,�y,n.,7 .{t p,w - MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS g'TOP AND 60 OM IS MANDATORY. I�5'•(`81<.11 •10"(8:•47�o" - fa, It3fa •b3:axis•tsa �vw " 1 E ALTERNATE HiD LOCK(D MAYBE USED W UEU Of TYPICAL 1) NV BLADE SHUTTER ELEVATION Hv LOCKS 22 �011 ANY SPAN AND VSTAL1A ONS AT ANY ELEVATION.ALTERNATE KD LOCK C4 MAY BE USEo AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF MD LOCK k34'TO®IS W/3 18 x 3/6' F.M. 5.5 M.S.. AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIOHTS HOB-MV9 AND HDC.HVC,SHEET 10 LOCK MAY Of INSTALLED AT MOSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 4 IS COMPLEIELY OPTIONAL. FLORIDA IL on ' h elocit urricane one 02017 TILT(CO. 'I C _ ®2011 EASTERN METAL SUPPLY, INC A S S A Accordion Shutter System 1 L ECO 4 M E . KV. BuoE #1 Wi DR WTO KV. VurooW HARE American ShuHer Sysfema Ev.N ucscEwnox oMT ORAYM e+: LC. •�O TILLIT'TESTING h ENGINEERING COMPANY Asaoclotlon, Inc. 1 OLD 15-065 7/17 t oATr' 07/27/17 p0 F @ �� 6Jss,L" J6ix 61.$1. Jos.wc...o s,Roo-13,e ., Inn =�� I�os;e71-Is1o.To. 4268 Wegiioads Drive T f, - , (Jo5)s7,-IeTI DRAWING No -mw.ul.c0000.<om West Holm BeoCh, FL 33407 S ss/ONAt ENG� LwALTLABA°°°`I;", P L 4 17-107 FLCRIOA rt •4161 _ SHEE- ALJS1COW"'E/DATE � 5 OF 20 P.E Si --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED- CONCRETE- SHEET 13) REWIRED CONCRETE ANCHORS rMAA1/4CHWE SCREWS S CONCIRTE'� REOUIREDroR - (SEE SCHEDULE ON I W/ 1/4--20 REOUM44- _ CONCRETE ANCHOR -- •—•- ,7(1 A AR TORr(SEE wcor,,Ki eN SMEn 7) / SHEET 13) NUTS O 12.O.C. (SEE SCHEDULE ON SHEET 13) fEOE' /4••-20.3/4'S.S. ^ ACMNE SCREWS I-E EO S 6 7/{'-20 NUTS En. T2'O.C. O O 1/2- I x Mo. _-- - on 15 I --- ! 1 13 5 F.D r. -- - • ! .250• ' "-1�i E.0.• �� I .250'Mo.. E.0. i t I E.0.• E. \ I I 1 OPTIONALI OPTIONAL10 (sEEISam"CH �)OR ®♦ E7KTR10-�---_(MIN. SEPARATION TO GLASSCxKnNG g�m� MIN.SEPARATgN TO WAS$ SLE$ChEOUIE ON SHEET 1CLASS-� "-(SEE SCHEDULE ON SHEx15RN0CLASS DC�HV WALL HEADER INSTALLATION 'A HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING L— �— NK SERMN�1 TO CLASS G1A55� lea SOAM11R1 (('�.♦ EtISRNC� (SEE SCHEDULE ON SIEt7 11) A 4AW(IQ 1 OR 4L7 MIN. SEPARATION TO GLASS GLASS `' =mum 09ET � i`(SEE SCHEDULE ON SHEET IT',-- 11 Lal 9,01 0*0 a SNRT a MR TA.ma• EXLSTING f OPTIONAL 1I - A . CLASS. E 4 ,T I E.0.• Mm. OPTIONAL i i _I 1/4 Mo.. } i 13 04 Q E.O.• 1 L, E. 0.•• I. ( • I I I I � 14� - � 19 L-EO I EO-1 1/1-A-20.3/4'S.S. Lfn. �' ---- ! r kLJPS TRUSS HEAD 1/4'0 20.3/4-SS.PHILLIPS EO EO- CONCRETE ANCHORS -TRUSS HEAD MACHINE SCREWS �- 17 18 i MACHINE SCREWS USd4G _ --- --- --CONCRETE ANCHORS 1'_ 1/4'-20 NUTS O `1'OC POURED CONCREIL'•' `'SHEETSCHEDULE ON W/ 1/4--20 NUTS O 12'OC. Min. 13) (SEE SCHEDULE ON SHEET T3) � �j OR CONCRETE BLOCK POURLD CONCRETE REOUIRED - OR CONCRETE BL&i 1IONCRETE ANCHORS WALL REWIRED CO; HV WALL SILL INSTALLATION (SEE SCHEDULE ON IFHV WALL SILL INSTALLATION ,_ POURED CONCRCIE--// SHEET 14) OR CONCRETE BLOCK - WALL RECURED (� HV WALL SILL INSTALLATION NOIE FOR COMBMrM OF SECTIOyQ _ INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR•YPCAL SHUTTER E. D. - EDGE DISTANCE ♦ SEE LRAITAT ONS OF USE FOR e H v BLADE ASSEMBLY (SEE SPECIR TIONS CIE SHEET 13) BLADE I�W SHEET 19 \ 2- MOUNTING SECTIONS CAN BE COMBINED W ANY WAY TO SUIT ANY INSTAL.ATION. A AIA •� / - FLORIDA BUILDING CODE Non h Velocity Hurricane Zone 1 L/�• 02017 TILIECO,INC. 02017 EASTERN METAL SUPPLY. INC. 13ERTHA WTI, 4 Accordion Shutter System 1 L E C O t N 4:. A.S.S.A. ►Ev. RAM#, w/OR w/o KV. wlrroov RADE • S• Yi�[� : American Shutter Systeme REV.N MCM►MA MT oRAwN T11f: L.G. 4'�YEVTr �Q •: TILLIT TESTING & ENGINEERING COMPANY Cb5 `• L. Association, Inc. I OLD 15- 31/27/j? OA1E: 07 27/12 /(�''• �:. y L 43v N.rr.]Mn.M.w.301.YIRGRIA CAAOOI6.FLORA 33%U 4268 Wes,roods Drive 2 �_•._ GRID _J -1 P"" (3os)m1-u3D . (305)8711!31DRAWING No �s��kAP1,1` 1114.~.-1114.1114.~.— west POIm Beach, FL 3'407 3 17-107 [8-0006)19 4 ..A„"•• w LIER A.TNLA i,.P.E. s SHEET FLORIDA Ik./44167 P E. SEAL/SIGNATURE/DATE • Of 20 POURED _CONCRETE AN04M . yE>oNW01 �- ♦ r ur Xtiwulw ) CONCRETE (SEL SCHEDULE ON SHEET 13) OIt{ 1 OR fXISfOiO 1 1 pGLAN soeaiRE RECUWED _ „ s is pMO OIC--I Po ' wEI,1) ' EOOE Of wsaT N/p1 . E O.,— APPl1CM.E ESL48 IF 1tISTTITD OI06mtM \ r-"pREfaseu[ \ 9 GLASS _ ALTER ATE 1' •1 i 'I EXIST& �. (' EO�1 ANCHOR 1, 1 GILASS� 1 1 1 1 •S LOGTCII I /10.3/4'HEX NASTIER HEAD 3DGE OF 1 a 3%E'�W.. TEK sCREriS a tY D.C.OcI 8! •C ­SLAs IF - CONCRETE ANCHORS :. v C7 (SEE SCHEDULE ON SHEET 13) 1♦ f0 �f ECCE Of Ile 1 SLAB IF EXISTING EDGE EDGE Of—# A►PIICABLE _I_—C 0.♦ Sue If 1/2" 11 1' EDGE OF — III, APMICABLE E.O. E.O. APPIJCJIBIE ppOREp =71P POURED FLAT HEAD CONCRETE ANCHORS J SLAB IF �� CONCRETE 0' CONC� (SEE SCHEOULE ON SHEET 14) POUREDX REOUIRED FIAT HEAD CONCRETE ANCHORS -1 ILII OE n ny�^� C 1,OR 10♦CONCRETE -----. -'- TE/OOm.py , REWARED --E. D.• ---E D* (SEE SCHEDULE ON SHEET H) 11 TRENCH INSTALLATION T- ONLY folt UP TO +70• -75 PSF A.S.O. (B HV FLOOR INSTALLATION t V HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER �S2 HV CEILING INSTALLATION SCHEDULE /3, SHEET 11 CONCRETE ANCHORS fl/SS-� '•aAit (SEE SCHEDULE ON�] 1/•Y mY au�M IIPCON wl 1 eilsaE11) T ' EXISTING SHEET 15) .. / __ AD/AHQD 111REAK0IY O EXISTING-- gyp„10 MAa �^ HCIPtOl00Y OR 1/4Y►OMR I 1/1- 4" TF EXISTING l 1 GLA SS-= 1� r4WARS Tom*AICHON N/ MAX. CLASS GLASS _ ,oaouE 4w vm 11 —'" V p„y„EN p 1 3/4•W.OlmLQe 0 6- O OC.MR UP TO 4'-O•PIAN AND ••at.V_w TOR SPANS VAllm TIM -tANx. • i 1 sT AT LIPTo r R7[1fJ1 I40D I- O+IP-)(saE NOR[T OI; 112- 3.8 jt• -J tt0.3H•HEx E.o.♦ YIQT n/I'M IMETA7-ly 3 a VAX. I 0 SCREWEAOS 1 CONI.1 r 0C,- ' _ J r 3,8. /• ,AN O tY O.C. -.�-1 i, © i' I t /14.3/4• HEX HEAD._ / FA. I I 1, !I. 1/.•.-]Dal/r ss MS TEK SCREWS O 9'O.C. - - - ,� 114.!/,'SO S t/�. `_- 1/4'•-20,Ons OR 1/{-.-20 S. N.S. I "OttCRRE AKCTIORS _ 'O )/ O 9.O.C. W/NUT O 9'O.C. (SEE SCHEDULE ON : O q'Oc. I SHEET 14) • _ \ EXISTING KVN StROCTUPA qs}------ 17 rM 18 /2' 1 . \ 17 18 2.00"AIM. WALL TOM(CECORAINE [1� ED. S&L) ( , EDGE IF �•� 1 T. \-114.3/4'F.H. S.D.S. •AIN. 1 SLAB i - POW[O CO,•CREIE -1 7/8" 1 APPUCABLE- N\ .\. O 9-O.C. REOUREO �-CONCRETE ANCHORS -SEE HOLE I!(D) I L---E.O.--_ POURED CONCRETE-3 (SEE SCHEDULE ON ON SHEEP t SEE NOTf tJ(E) .• ' -E.D.— OR CONCRETE BLOCK SHEET 11) O CONCRETPOURED E RETE ON SHEET 1 BLOCK •---_J_-._-_. REOUNTED REOINREO 0 KEYSTONE MOLINI NG INSTALLATION OPTWHAL-1 PwREOJ G HV WALL FLOOR INSTALLATION -'� wu3Mw As.O.of Sc PRESSMU. •64.-n%t CONCRETE L HV WALL W LK—OVER INSTALLATION MAxNw SHUTTER SPAN W-01 REWREO HV RAINGUARD INSTALLATION t nc� HDTE FOR COMBI`TION Of SFCT10N4 ♦ t RENOVABiE*HEN 1'ERFORTHIS INSTALLATION SKALL BMEED E. D. - EDGE DISTANCE ADJACENT TO AN OPERABLE Exrt ♦ SEE Ai IONS Of USE FOR 1- SEE SHEET ,TOR,w1o11 SHUTTER (SEE SPEGFICATK)NS ON SHEET 13) OR ENTRANCE "'`�«' � 19 INSTALLATION DETAILS W/ '1) HV BLADE ASSEMBLY IN MOUNTING WAY G SUIT M CAN RE INSTALCOMBLATION. O ttT a � FLORIDA BUILDING CODE Non H' h Veloeil Hurricone Zone M ANY WAY TO SUIT ANY INSTAIATgN. Tt P� j LLE ,••••\E•E.+' �'. 0]017 10.1EC0,MIC. 02017 TA57ERN METAL SUPPLY, INC. BERTH It TM 0• A S S A KV.Shutter System *: I L E C O Enc. . . . . RV. aADE/1 W/OR W/O V. WNDOW a" •'• TILL TlSTING t ENGINEERING COMPANY American Shutter Systems Irm oArE 7HE er. Lc. Association, Inc. 1 OLD Is-aes 7 n 1 of27/17O s � �r , e3ss N.W.M:11.L.54.:OS,\MIDHM fMOOtS.nORW 331af�1�� 4268 WestrpoGa Drive iPno,,.:(los�n-ts3o.fe+,(3os)an-Is31 NG NoNALWest Polr•1 Beoch, FL 37401 3 �0 4 -107 ��� WALIERA11 UT J,.P.E. fLOROALK. 1 44167 3T P.E. SEAL/SIGNATURE/DATE 4 OF 2 SEE END WALL ON 11014 DE ON SH ErS 10 ..(` SEE NOTES ON LOCKING RODS®.Iry LOCKS(D w OUT IN I /-EXISTING GLASS INSTALLATIONS WZ 0) HV **AND ALTEMIA'E W LOCK 0 ON SHIFT 5. BLADE SLACK DETAIL NKIS VALID'OR ALL a0 ®� BLADE C NTERMATES CENTERLIATES A'..WRI BLADED a�a©:O7 a 8 10 • OR U SEE ENO WALL CONNECTION 10•®a®•®a©•©« r-EXISTING C1A55 DETAILS ON SHEETS 10 A Is-! ©•O•©a©•O•®a _� I i /-0 ®.®a®•®aO.®a - - - - - -- --- - - - - (6063-76 - - - -- --- - - - -- - - -- --L -- - -- ----- --- - - - - ----- - --' --- -1 ®•®a�• 1/4' 1/2' I (8081-76 KLOY)ALU4. - 7 I ANGLE2) 1/4c01TAPCOE i '/2. °"®•® OPPOSING s (TDP/eoTrw,)r CE RM SYMMETRYCAL (4)/10.1/2'S.LLS.TO 11ABE� I /tOKJOC•FULL IENGHS-AJ - Vfit I CENTERAT MIN. SEPARATION AT EACH ANGLE.(TYR) TO GLASS =1N (SEE SCHEDULE ON SHEET „) 3 ®"may "® ,o•®a©.®a©.©n HVA � HVB <II�a©.Oa®alO •®aHVC -POURED CONCRETE OR ©•O.©RI©•O•A:"`ee Cl EXISTING GLASS CONCRETE BLOCK WAIL %IST!NG�•®°"©•®oKO.10'a'I � __--__ - ___ _ _ --_ 1 •®a©•`Ly'•_ •®°. J __ REOU�ED (--Ecus \ t SYMMETRICAL 6 • 7 «6 ---- -- I I �,� IN r ®K I",EPARANON __ _ _._ I r- _ `cvLss U EN R A S E� TO Guss 5 -- --' ! OPTION. (SEE SChEBULE 5 I MIN. EPARAPON�•,• ©•® * ) (INTERIOR) •®a®•®a©:® ON SHEET 11) TO GLASS (SEE SCHEDULE =1N OPTIONALON SHEET n) (INTERIOR) / r IOU CONCREIl ANCHORS 0 * �J 18.O.C. =S 3 V IES ; 90 _ �44 ``Et. --©a' ® . OUT OUT 8 1/2 MAX. SLACK---. - 3 (EXTERIOR) HIVE — - -IVF** H V D j11,,rr►r,..,,, ti FLORDA BUILDING CODE Non 110 Velocity Hurricane Zone ENS'krll% c7017 TKTICO.INC. 02017 EASTERN METAL SUPPLY.INC. IM F i 1 L ECO INC. A S S A Accordion Shutter System * ■ ■ ■ ■ KV. RADE /1 W/CR W/O KV.WINDOW BLADE TILL IT TESTING 8: ENGINEERING COMPANY American Shutter Systems p 08 OCRIP II WARR : LC. ,�'•, kr Q Ass ILW.TIN.,sv.,$N.SDR,oADw,cuoOn,nwa 3314, AssoolatIon, Inc. I OLD 15-1085 7 I DATE: 07/21/17 _ s ah--(305)87+-1130.rp.-(sos)en-Iu+ 4268 Westroods Drive 2 P.L s/ONAL EX6�III 141iaiOeO CO^ West Palm Beach, EL 33407 4 /1 DRAWING No �� j4• E8-0008712 ' �� 07 II AT•' WALIER A.TWT Jr. . 1 P.E. SEALSIGNATURE/OAT- FLORIDA L<.1 44'87 1 SHEET 6 8 OF.20 --'- --- —POURED CONCRETE _ POURED CONCRETE _�WRED CONCRETE POUREO CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE ...... .--.-___ CONCRETE BLOCK WALL i• - .--_ -- BLOCK WAIL REOUREO __.._. BLOCK WALL REDURED REOURED BLOCK WALL REOUIRED EXISTING GLASS -EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS (7 2.r M41N. EXISTING GLASS O Is-O.C. -- r-_7 MN.SA71W J-- _•-� < • 1•-• "..__ -r 1 1.x..2'MIN. 1 I 7 TO aAss(SEE ! EO I EO TSO GASS W II PAIM EON mAx(DN7D m BLABS ( I lo.�(SEE SCHEDULE ON SHEET 1/16'.3'MAX. ON SHEET 19 rDR 1�tBLIAOE AW I I SCHEDULE ON BEET I1 FOR BIIOE4)NO (6063-76)CONT. BLAffsmt Q� ON SNET 19 1 1/Y - 11 FOR BLADE ANI (LOCATE s of�T \ -aim ® P 19 FUR u (iacAiE 1/2' BLADES m e® �a OF S ) 1 AT EITHER S�j1QpXEEE�� MIN 1/2'MIN. - 1 OF ,_ 4 USE I'OR 2-MAX. I •_� it0.1/2'S.M.S. _I ___ (AS APPIKABLE)a2•xI/a'.0•-2' 110.1/2' S.M.S_� ___—_ O 16'O.C. ALUYIlAR1 CUP ANGLE O 16"O.C. 4JI/ J_ (6063-T6 ALLOY)AT MENIEICHf (1)110.1/2's.us. ToQe \ 1 q r (2)1/4.1 TAPCONS ANCHORS To \/ /' WALL AT I.O.C. (LOCATE Ai �._ SEE OETAIL X FOR /n QR ETHER SIDE OF 0) ,d OR (� to 'l^ SIDE CONNECTION V/ V OR (� SEE DETAIL X FOR d�R ®• TO TRACKS SEE DETAIL X SIDE CONNECTION -�-©• a ®•®- 510E CONNECTION 4 - -©•O-®-®•®- /0 TRACKS 1L�•®-®•�©•®" - .6 q).0.0.0. . .6. ).e •0- •®• ©•®. TO TRACKS 1 ® 0-0•®-@).0- ® ®-® ®-O.O- © E�-® ®-® ®--0.0 END CONNECT ON ®® e END CONNECTION DETAIL 1 END CONNECTION DETAIL20 END CONNECTION DETAIL 4 -Y TOR SPANS GREATER IKAN 12•-0' ,POURED -EXISTING CLASSCONCRETE BLOCK EWALL ._ GLSAsS / REQUIRED GLASS wt /10.0 1 S.M. __ TO GLASS( O 16'O.C. IAN sEn Y ; '-=--- 1 SCHEDULE ON Sl- CONCRETE 1/2 MIN. TO GlA15 7 __.------ ------------- 02017 ____ ©�®OROOR ON SHEET ON$IEEE 19 OR aNCHOR O—. IFOER m 4 I _ ---- ©OTI©�(qOR@ CONCRETE— BLADES m!(� 12'O.C. 1\ ON SHEET t9 EOR ANCHOR �\ 1 ED S — BLNES m6 OR(D e OC. ---- 1 2 MIN. •�--{_ �•_____ 1/2- r ear__ OR®ORO OR 2'WN. 2' ♦ SEE LIM ATKXS OF BLADE g ON•SHEET 19 ©DR©OR(D-0-0 . 5 lU�R-Q� � DETAIL X ()OR Qy -O-©O a ®- REO CONCRETE OR % -0•©'Q-60 1 -®- �•®w©•p. - ION ` C RETE BLOCK WALL �•®-®,pq©�- RE o -©O Q © 70 ®- -L HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. O•0-0•0-0•0 END CONNECTION DETAIL SO O.0-0.0-0.0- ' © -0.0 FLORIDA BUILDING CODE Non Ngh VelocityHurricone Zone' I t 02017[ASTERN METAL SUPPLY, INC. • 111+1� •••••• � 02017 TRTECO•MIC. vCFNs�c•. 9; BEFffHAHVT. A.S■S■A■ Accordion Shutter System _ — KV. BLADE /1 W/OR W/O HV. WIDOW BLADE American Shutter Systems IlMh Me 6Escwna OATS ORARN . C. TILLIT TESTING # ENGINEERING COMPANY •• �R►C LY Q C Association, Inc.Ina 1 0:o Is-obs T n aTc: 07/27/+7 L?''•. -P tlu.U.a..305.10011,11AoOn A aAR .nalw v. •� • V 11 Pl o.:(303)871-1630.FOS o(305XL71-1331 4268 Wastroods Drive 2 s/p Fr16\IL111 -ce tA.."a ��- West Palm Beach, FL 35407 3 DRAWING;0 07 NAL tILVER A MUT:r.P.E A.ru�'"j1 FLORCA Lie./ LA1s7 3 _ SHEET P.E. SEAL/SIGNATURE/DATE L -- 10 OF 20 SCHEDULE /1 SCHEDULE /2 SCHEDULE /3 MAXIMUM SHUTTER SPAN "L+'OR "L MAXIMUM SHUTTER SPAN* 'L+' (It.. FOR INSTALLATIONS W/ OR -L Il.) FOR AXIMUM SHUTTER SPAN*-L+- (ft.). ® ( R -L (ft.) INSTALLATIONS INSTALLATION F•Nn tENTERMATEM.Q) & or or INSTALLATIONS W/ WAMCONCRETE B W/ ONE N.V. LOCK ® or ® or or IE•g & W/ ONE HV LOCKS ��' �D ((1)THE MAXIMUM LOV.O. DESIGN BLS�SPA FORATIR GIVEN HO LOCK ®W/NO LOCKING RODS or ONE HV LOCK or or ® OR W/ NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAT® 28® 29 W/ ONE W/ NO LOCKI RO 5 ® WALL A. 8, C, 0, E. M. N, 0, P, 0, ASD. DESIGN PRESSURE RATING. 1Q'T" LOCK 30 W/TWO LO�IG (SEE NOTES f.tf) S UOUNTING F, K & L R. S, h V. RODS 35 TOP h BOTTOM E (VZu Fort MOUNT,NG SHEET 7) FLOOR CEILING WA PROCEDUREMOUNTINGS i0 DETERMINE MOR FL SPAN FOR CONCRETE k WOOD FLOOR/CEILING H. I, Il, J T. U. W k X WAIT MQUNiINGS(IOP/BOTTOM)OR ROOK/CEILING: CON INSTALUTIDINS CONCRETE MOUNTING A M wIIA Dom nKq 1 "0..DIN INSTALLATIONS GIVEN A POSITIVE ASO. DESIGN PRESSURE RATING, •RL1R.R WALL MDUNTING WALL UouwR CE FLOOR AR10 1.1su 1E 110 FAtl01a1[ PAT" /MOUNTING AATa40 A "T"I ROORAMUNG MOUNTIIO DETERMINE MAXIMUM SPAN Y+'FROM SCHEOIX.E. 1`eA)) �7')_T ROOK/CEUIG uawnNG b.•IJ OR GIVEN A NEGATIVE ASA. DESIGN PRESSURE RATING. on I. (+6R-) iL00R LIOUNT94 DETERMINE MAXIMUM SPAN 1-'FROM SCHEDULE. 14 L- - L 4 (1) L-PQ if l- l f l- 0 MAXIMUM SHUTTER SPAN -L+-OR "L-•FOR JO OR LE 16'-0' 16'-0' 16-0" 16'-0' 30 18'-0' 18'-0' 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 35 15'-2' 16'-101 tOS pal.A.S.D.DESIGN PRESSURE RATING. 1 DETERMINED SPAN BETWEEN 1+•AND 'U 40 13'-10' 13'-10• 14'-Y 15•-2• 40 13'-10' 13'-10' 40 14•-2' 15'-2 (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 4F— 1 -1 17745 13'-1• 13'-1• 43 13'-4• 14•-3" t HV CORNER CENIERWITE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8` 13'-7' S0 12'-5" 12'-5• SO 12'-3• 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/COLING MOUNTINGS: 55 11'-10' 11'- 1•10' 12'-1' 12'-155 II'-l0• 11'-10" 55 11'-1' 11'-I SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE ASO. DESIGN PRESSURE -4' 60 11' 11'-4• 11'-7' 12'-4" 60 1V-4' 1V-4' 60� 10'-2' 10'-11' NOTE I5. SHEET S. RATING: 65 10'-10' 10'-10' IV-1' I1'-11' 65 10'-10' 10'-10" 65 9'-5• 10'-1" DETERMINE: 70 10'-6" 10'-6' 10'-9" 11'-S" 70 10'-6' 10'-6' 70 8'-9' 9-4' Lr+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L3+- VAX. SPAN FOR FLOOR/CEUNG MOUNTING 75 10'-1" 10'-1" 10•-4' 11'-1" 75 10-1" 10'-1' 75 - W-9• tt EXCEPT THAT MAXIMUM SIMMER INSTALLATIONS. 80 9'-10" 9'-10' 10'-0' 10'-9' 80 9'-10" _9'-10- SPAN 7+`OR'L AND MAXIMUM ASO.OESM FOR A GIVEN NEGATK AS.O. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9 10'-S' 85 9'-6" 9'-6' PRESSURE RATING FOR I STALU110NS INTO CONCRETE RATING: 90 9'-3' _9'-3' 9'-S" 10'-1' 90 9•-3• 9'-31- CONNECTIONS TO KEYSTONE MOUNTING' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" B'-9' 9'-2• 9'-10' 95 9'-0' 8'-9' L­ MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. 100 8•-9' 8'-4• 9'-0• 9•-7' 100 8'-9• 8'-4' LIM17EO TO +64,-72 p.a.f. AND 8'-0' SPAN. SEE L3-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 105 8'-7" 7'-11' 8'-9' 9'-4' 105 8'-7' 7'-11' MOUNTING©ON SHEET 7. INSTALLATIONS. 110 1 8'-4• 7'-7" 8'-7•_ 9'-2' 110 W-4' 7-7' nNAL MAXIMUM ALLOIIABUE SPAN IS EQUAL 10 THE 115 8'-2' 7,-3• 8'-4" B'-Iv 115 8'-2' 7'-3' MINIMUM BETWEEN 71+, -L2+-. 11 AND •L3 120 B'-0'I -11' 8'-2' 8'-9• 120 8'-0' - �6'-11" SEPARATION TO GLASS SCHEDULE �' (4) 00 TO ANCHOR SCIEOULE With FINK MAXIMUM 125 7•-10 '-S' t'-0' 8'-S' _ 125 7'-10` 6•-8'__ ALLOWABLE SPAN AND NEGATIVE AS.O. DESIGN , 130 7'-8• '-5' 7'-10` 8'-1' 130 7'-8` 6'-S' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7 •-2• 7-9 r-9 135 7-7 6-2• WIND ZONE MINIMUM SPRUNG. 140 7-5' -n' 7 7-6' 140 —7"-5*-- s•-11• ASTM E-1996 SEPARATION 145 7-3' '-9• 7-5' 7'-3• u5 7'-3- s•-9` TO GLASS 150 7'-2' -7• 7'-4' 7'-0' 150 7'-2' 5•-7' 155 7'-0" -5- 7-2• 6•-9' 155 7'-0" 5'-5` 1 THRU 3 " 160 6'-t1 '-2• 7-1• W-7• 160 6'-•1" S'-2" 165 6'-10'- S'-1" -7:-0' 6'-4` 165 W-10• 170 61-9` 4'-Il' 6'-11' 8'-2' 170 6'-9" 4'-11' - 175 6.-7-__ C-9' 6'-9• 6'-to 175 6'-7' 4•-9. H V BLADE ' 180 8'-6' 4'-6' 6'-8' S'-10' 1_80 6'-6' 4'-8- 185 W-5' 4--6' 6'-7• 5'-8• ._ 185 W-5• _ 4'-6" _ _190 6'-4' 4'-5" 6'-6• 5'-6' 190 _6'-4'_ {•-5• _ 195—_ 6'-3' 4'-3'. 6'-5' S'-5• - 195 6'-3• 4'-3' 200 8'-2 4'-2" 6'-4— S'-J' _-_200 _ 6'-2• 4'-2- 205 e'-t' 4'-1• 6'-3" S'-t' 205 6- Jozy FLORIDAFLORIDABUM NG CODE Non Nh Velodty Hurricone Zone 2 Z 02017 rILTECO,INC. 012017 EASTERN METAL SUPPLY. INC. / BERTHA TM Accordion Shutter Sy stem/ ��_CO , �, � A SS A LV. BLADEit W/OR W/o ITV.VAN=eLenE ' American Shutter Systems E,,. „s,., call ORWN Or..Miley, G. •011l .�Q ; TILLIT TESTING•& ENGINEERING COMPANY "M.. »a.S.see.305.NMIM 6MOD.%Flow 33,4 Association, Inc. I OLD 1s-as 7/27 1 wtE: 07/27/17 Phone (305)071_1530.Fox:(305)871-1531 4268 Westroods Df1Ve 2 \ 111 •-mon:1u1«oo•d.cc.n West o01m Beach. FL 33407 3 DRAWING No SS%NAI EN�''11 EB-0006719 17-107 WALI[R A-a,Ui Jr. P.E. 4 P.E. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES KS-D. D6..,'A' NEGATNE PRESSM RATING MOA QQRFUPYfNiT9u:NAM TYPE FOR CONCRETE OR CONCRETE BLOCK WSL/LATIONS (SEE NOLANRNGS L G.A H ON SHEETS e t 7) 1.ANCHORS TO SUBSTRATE SNAIL BE AS FOLLOWS: POURED KOcx P01AE0 OONCFCEM (A) TO EXISTING P"10 CONCRETE(I,Gn. 1'c -3 tri) 14NMAI EOWALL SILL MOUNTING ©CEILING MOUNTING HOFLOOR MOUNTING - 1/4.0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. (Min. Fc - 3 In:) SPAN ANCHORS e_PACM LEGEND - 1/4Y.3/4"ALL POINTS SOLID-SET ANCHORS,AS DLSTRIBUTED By ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn. f c - 3 W) (R) ksb.Omw NEWMEMI9C S0.OMCN KWRE _ RATING 0. MANIAC - 1/4 AN "0 BLUE TAP CONCRETE CHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS 01NECT.INC.(Mtn.rc- 2 kw) 30 10 60 75 00 120 160 2OS 30 40 60 75 00 120 160 205 40 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,RNC.,ANO DISTRIBUTED BY ALL POINTS SCREW, BOLT•&SPECIALTY TAPCON WITH OR COMPAW-OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR RE06TERM WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 1 6 9 6 1 0 1 a 1 0 1 6 6 f 10 1 IF I a I a THREADFORM TECIMOLOGY (Min.rc - 3 kai) 3'-O• 14 .2 110 1 9 0 1 { 6 14 1] 10 f I 1 6 6 \t 12 10 9 0 9 6 0 ALl PGNTS SOIiD-SET OR LESS 14 /2 "(21 0 9 e e 6 e 14 12 10 9 6 S 0 6 14 12 10 9 5 1 6 S BLUE TAP W/CAP NOTES; 14 17 10 9 • 6 1 7 11 12 10 9 0 0 e 6 14 12 10 9 0 0 6 0 AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 2 10 9 e 7 5S SS 14 12 "T 9 0 0 6 6 14 12 10 9 5 e 5 S DIPPERIF ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/Y. 14 /2 10 9 4 9 6 0 14 12 10 9 9 9 6 6 14 17 -2- 14 9 0 9 { { 55 14 12 10 6 6 e 6 4 14 12 10 9 0 0 0 4.3 14 12 10 9 9 6 4 Js A.2)MINIMUM EMBEDMENT OF 1/4.0 .3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE 7/5•INTO THE POURED CONCRETE. NO EMBEDMENT 14 2 10 9 9 6 6 45 14 12 10 9 9 6 6 ISS 14 12 10 9 0 5 6 4s INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD SNCCO 14 12 1D 9 7.5 5.0 3.S - 14 12 f0 9 1 9 e S 14 12 f0 9 S 7 Ss ♦ 4 SEE UZATIOIS 01 DY 10. SMI,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. I♦ 12 IO 9 0 0 1 6 11 12 10 0 9 9 0 55 14 12 10 9 0 9 6 AS 6110[ SNFII 19 6�-0• 14 /2 10 9 0 7 4 - 14 12 10 9 0 6.3 S 36 If 12 10 5 6.5 S .S J A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1♦ 12 10 9 0 7.5 4.S - 14 12 10 9 0 s 6 45 14 11 10 9 5 6 4.3 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRl1CTLRC BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 12 9b 73 6.3 4.3 - - 14 12 10 9 5 7.9 S.5 4 14 12 10 9 0 6 4.5 3S NOTES AI)&A2)ABOVE.. FOR INSTALLATIONS ON VINYL SIDNO OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-0• 1{ 12 10 9 0 0 6 - 14 12 10 1 9 9 9 6 14 12 10 9 6 4.3 S as INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 l0 0 7.6 55 3 - 14 12 10 9.5 7 Ss 4 3 11 IZ 0 69 SA 4 3 14 12 10 9 6 6 - - 14 12 10 9 0 sA S 7 14 12 10 ISS 0 S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 T2 10 9 6 6.S 1.S 14 12 10 6 ) S 4 3 - 1/4Y TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. 14 12 10 9 e 0 - - 14 12 l0 9 1 7 S 4 14 12 10 9 7A 50 4 7 - 1/4Y.3/4"ALL POINTS SOUR-SET ANCHORS,AS OISTRI5UTE0 BY ALL POINTS SCREW.BOLT& SPECIALTY COMPANY. 7•-0• - 1/•"•BLUE TAP CONCRETE ANCHORS W/CAP AS MANUF/1GlURED BY FLORIN FASTENERS DIRECT•NC. N 12 10 s e.s { - - 14 72 1 7A f 4b is - f{ 0.S 7 a5 4.! 3.S - - - 1/4.0 TAPPER.ANCHORS AS MAMUfACTURED BY POWERS FASTENERS.INC..AND DIISTRIBUTED BY ALL POINTS SCREW.BOLT& SPECIALTY 14 12 10 lS 7 4 - - 14 12 10 f 7s SA 4 - 14 12 9 7 7A AS - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED i11T)4 THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 6 4.S - 1• 12 10 9 7s Sb 4 - 14 _12 9 7 6 4. 3 6•-0• 14 12 10 9 6 96 - - 14 12 10 f 6 6 4 - 14 12 10 a 6.5 5 3.S - NOTES: 14 12 &S 7 SA 3 - - 14 12_ 6 6b 5.11 4 3 - 2.5 94 6 1 S 4 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK Of TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER. ANCHORS IS 1 1/4•AND TAPCON 14 121111.317.11, f 14 12 f.5 Al 6A 5 - 14 12 1 f 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. 13 f-! 6s S 36 - 14 12 10 0 0.5 6 If 12 1 6.S 5 4 - 9._O• 14 17 10 9 0 - - - 14 12 10 1 7.5 4.6 - - 14 12 W 7 3.5 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4 0. 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENMELY ENBEDOEO INi0 THE CONCRETE BLOCK. NO Ti- IA 7.6 6 4 - 14 11 7 Sb 5 35 11 6 S.5 4A Sb - - - EMBEDMENT KTO STUCCO SHALL BE PERMTnEO. 1/4"0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOUID STUCCO 1• II 0 63 4.5 - - 14 12 6. 7 SA { - 14 7 &S 6 4A - - EXIST.AND, 1•MINIMUM FOR WALLS WITN NO STUCCO. IA 63 S.5 4 - - - - 14 12 9 7 6 4A - - 14 11 7 SA L3 31 l0'-O' 14 12 10 9 73 - - - 14 12 10 6 0.S S _ 1 12 / 6 5 4 - - 6.3) N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUNO ON THE EXISTING WALL OR FLOOR, 14 10.3 7 5 3.$ - - - 13 9.3 0.6 S 4 3 - - 1 7.5 S 4 3 - - - ANGORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEH AD SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 Il 73 5S - - 14 I_ 9 0 S • - 2 9. 0 S • 4 - - NOTES 8.1)&8.2)ABOVE. FOR INSTALLATIONS ON VWYL SITING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER OA 0 S - 14 12 0 6.5 SA 4 - I3 ISS 5 ♦ i _ _ FOR INSTALLATION WTO EIFS WITH METAL STUDS SEE SHEET 20. 11•-0" 11 12 10 - - - - - N 12 11 7 6 43 - - 1/ 7 7 5.3 {.S 34 - - MCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS CF ,11E ANCHOR'S MANUFACTURER. 6 4. 4 3 9 I 4.3 ].S 3 - - , I4 10 7 - - - - - 14 0.S 7 55 4.5 - - - 1A 6.S AIS 4.3 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.3 7 4.3 - - - - - 14 IA 7.5 0 S - - - 12 9 6 4A ♦ - - - U 12 10 - - - - 14 12 0 6.5 0.6 - - 1 10 6.S S 4 - - - roar DISTANCE yfpole cpACING cCHEDUIE FOR ANCHORS,• 12'-O' IS ISA 4.5 - 11 9 5S • 75 - 1 { 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR F.D LESS THAN TK F4CICAIED.REDUCE ANCHOR SPACING 3A 9s 6 - - - - - 13 9.3 0.S S 4 - - - OS_S -S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY INC FOLLOWING FACTORS, 9 6.5 - - 14 0.S 7 SA 4b - - 11 ISA 5 f.3 u - - - REDUCED SPACING OBTA64EO US64C FACTOR SHALL NOT BE LESS THA!MINIMUM SPAC114G INDICATED FOR EACH ANCHOR TYPE 13'-0• N 12 - _ _ _ _ _ 14 Ib 7s ! 3 _ _ - 12 9 6 4.3 4 _ - - FACTOR _ _ e - - - - - - io 74 5 4 - 7.5 53 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON All POINT SOLID SET BLUE TAP W GP -- 7A ISS _ _ _ _ _ - 12 9 6 43 ♦ _ _ _ 9.3 7 S 4 _ _ _ _ - DICTANCf THREADFORM TECHNOLOGY MIN.SPACING 1 9.5 6s S - - - - 0]73 S 4 _ _ _ _ I E.O. WN.SPACING- 3" MIN.SPACING-S• RN. SPACING - 3 1/7" MN.SPACING.3• 3 3/4• 4" 14'-0. 14 12 - - - - - - 14 0.5 7 5.5 - _ - 11 6s 53 4.3 - - - - 70 7.5 _ _ _ _ _ _ 9 7 ANS 3.5 - - 7 A +1MY BLADE WZ CONCRETE& POM CD62F.II OONOE[900E CONCRETE& POURED CONCRIE! 004DE1E DONDE[BOC% 1.! • - - 11 0 3 43 - - f b.a to - - - - - IK E �aK UK EO.3 1/Y MI E6.2 1/Y fXNC ;MOCK CONCRETE ROCK NEN E L.3 I/r ED. 2 1/P 7{ - - - - - - - 3b f0 eb - - - - - os . s - - - - BLADE WORKING 3' _. _T_o 0.90 1.0 0.76 _ +.o _ oa4 +_o .- +s'-o' _ _ _ _ _ _ _ 5b 6.5 4 - - - = - 65 3 3 - - - - _7__- IN UNISON ♦ 2 I 2 - o.e+ +D - -_-- 0.e7 _ lA 10 - - O.S 6 S - - 0.S 6 4 _ - _ - _ -_ 1s 0.5 S. _ _ _ _ _ 6 6.5 4.S _ _ _ _ _ 1 3/4• - 0.61 - - - 0.43 - 16-(Y 14 _ _ _ _ _ _ _ 2. 9.5 6 _ _ _ i0 7s 5 _ _ _ _ _ _ - - - 6 6 1 _ _ _ _ _ 4.313 _ _ _ _ _ 1 1 2' 0.76 0.35 9. 3 - - - - a 9 4 - - - - BUILDING COOL on igh elocit urricane one' 6161E�`•� A. j�/�-� 020,7 TILIECQ 1110. _ C2017 EASTERN METAL SUPPLY, INC. l BERTHA TM �'� �icENs•.�9 A S S A Accordion Shutter System 0 : 1 L E C O I N C. . ■ ■ . N.V. BIJrDE .,p1 W/OR W/o HV. WWDON BLADE g l� •` American Shutter Systems n, SCRIITK6 010190RANIN-.__ * TILLIT TESTING &*ENGINEERING COMPANY Association, Inc. _ f OLD 13_- 27/ _005 7 27 1 DATE: 07/ 17 M v W.36,..$L.H..30.MAGMA GAROD15.RGPIM 3316 • •' ��� uPb­ (30S)871-1530.F..:(305)871-1571 4268 We9troods Drive 2 DRA"NG No H t •,.•�(V 1d1 .-moi:Un•coeee:.<o.n West POn Beach. 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MAX. A.S.D. DESIGN PRESSURE RATING. ♦110• - 110 P.L.I. r n r 1 a.NAY. SHUTTER SPAN:96' 3 1 J.ALLOWED NOUMNGS.A D.G&N ON SHEETS S. 7;AS WELL AS MOUNTINGS M•o.T.U a,W ON$NESTS 16 B 17. ��-�-� �OANRL�Y CFNTFAMATES 2Q®(BOTH W/ NOR ZARE ALLOWED WITH U�UYOIJf. 0 W A Sri OR U "USE OF OPP691:C MUST BE NICLUDED ONLY AT EATERIOR ACCESS SIDE OF 16 TYP. fA ENO / S. (A)WWINDOW BLADE IA S1W!ONLY ALLOW A MAXIMUM Of 5 OPENINGS (3'b HOLES)FOR©PER AT SPACINGS SHOWN ON SHEET E. 4 (e)MIN. CLEARANCE FRTOP 0R BOT70u EDGE OF NV WINDOW DUDE 9 MAX. 5 WRIOCWS OF ANY]••HOLE FCR Ab.eE 12•. ALLOWED AT HV uni WINDOW BLADE (C)nRST OR T RUDE CCNINO OUl FROM STARTERS AT ENDS Wr BE Hv WINDOW BIALIE� h / (0)HV WINDOW BLADE 1Q MUST BE USED NTEANATE TO A SOL10 HV BVDC lO s THROUGHOUT SHUTTER'S WIDTH. ? IJ` RIMTES 114KL ALWAYS BE N6TALLED ADJACENT TO A SOLID HV f.aA (I71) RMA 9DE OF 7}IEl1^. SEE END 2• g (F)POLYGAReDNATE hV or py SHALL BE INSTALLED SO OW TABS FACE THE INTERIOR OF THE OPENING BEING PROILCIED. HV WINDOW {V MUST BE CONNECTION •-. / II Y ONLY"STALLED AND LOCKED USING A HV SEM14G TOOL PROVIOED BY ASSA DEEMS ON SHEETS IFS to e, IB TIN (' ,A.C. . " I�nq FULL HEIGHT. p 6. SEE ANCHOR SPACING SCHEDULE FOR 14SIALLATIONS INTO WOOD FRAME PIP EB S BUED*"ON SHEET 15.AS LINOED By SPAN ANO DESIGN LOAD(SEE NOTES P P A.S ` 1 k 2 ABOVE). n y CLt 7. SEE ANCHOR SPACING SCHEDULE FOR HS7ALLATIONS INTO POURED I 1L�y CONCIR TE OR CONCRETE BLOCK WALL ON SHEETS12 A 15 AS UM910 Ell' SPIN/ANO DESIGN LOAD(SEE NOTES I k 2 AOOVE). �1i 8. MLNMUM SEPARA71ON TO GLASS SCHEOLLE.PER ASTM F-19,96- D H ,iPE T°P h BOTTOM MEHTS) ( 1, a�� 1 , —.. L.`y`7y- VIVA .iv7�n� WIND ZONE MwwM sESAaaD+ro 3030 -- ------------ , - -kA1MDEO WID1/F-------- - E TNRU 1• ELEVATIONM".SGN1"10N 70 0-4195--- EKS7ING GLASS Samm ON ABET Il IDR BLASE Q: s•»• AND ON TNS 94M roe BIADPS®e to --- - LEMEMALE.S(it:LC W/f;(EMERIOR ONLYI r \ 1� \ I� J� �ijx AND W/'_'IL_._�� (SE ARM) 4 ABI �I 4 SIMM RICAL CEMERMATES W/2 OR ANO - W/O"(SE2'NOTE b ABOVE) PLAN 1� rlk2,r— `24°+25 / TYCICAL (f) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* -- I+EfAIAFF �'y• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone X11 N/ .02017 TLIECO."C. 02017 EASTERN METAL SUPPLY. INC. SII 3► '�CEN$:••.,.9 BERTHA JTLECO Accordion Shutter Sy stemL S S A RV. LADE N1 W/CR Wy/O RV. WINX N 131" y American ShuHer Systems 'O a Y EV.N O(SCRIM DAT( ORAMN Er: L.C. TILUT TESTING t ERGINEERING COMPANY 9�'• 1: AssociationIncOLD a-065 7/n 1 DATE: 07/27/17 SMS. M.. WR41NK CAAOINS.F—kA J51N P-- (205)87 F 7 1530. •..(305)8 1!31 4268 Westrnads Drive I ma:mL•coseo.<om West Pol I Beoch, FI- 33407 5 DRAWING No [8-0006719 MA_IER A IY MT.r.PC I �_ O� PE SEAL/SIGNATURE/DATE FUCMDA LTc.A 44167 s SHEET F