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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 Business & Professional Regulation ra��r SCIS Home ; Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search dbp ,!& r Product Approval * USER:Public User Product Approval Menu>Product or Application Search>And cation 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 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FILE COPY 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. -/ 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=wGEVXQwtDgvYYHH2vJvx... 1/30/2018 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 FL389 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-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. 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 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVi blade,8'-0"for+64, FL389 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 HV1A 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 FL389 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Bads 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 1/30/2018 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6N EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED 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 (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. IN ORDER TO VERIFY THF ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 11 HV BLADES(1) & to BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I 1 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D-,AS TESTED, WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MM 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 M.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 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 BLADE(D 1021,4.01-03, /0715.01-03, /1004.01-05, /1214.01-05, /0317.02-06, /0609.01-10 AND/0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE G)AND HV WINDOW BLADE AND E-1996 STANDARDS (MISSILE LEVEL D. WINO ZONES 1, 2&3)& /1220.01-10 AS PER TAS 201, 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE 9 /0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE()AND KV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V. ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE /14x2.75•AND /140.75•RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHtELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30-0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI 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 SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 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 O' : 12.13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&& WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE ONLY 9. R 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 WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE C i ONLY CENTERMATES AND ENGAGE OR LOCK ALL NY AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FtORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 13. (a) THIS P.E.D.PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECInc PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (6) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ++++++""•�..� FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone AIN �r�:L 12017 TI TECO, INC ©2017 EASTERN METAL SUPPLY, INC. %0 BERTHA HVTM 7—L E C O N c. A.S I.S I.A. Accordion Shutter System KV. BADE;1 w/GR w/D KV.wwow aAne American Shutter Systems 11RaK DATE ORAINt1 IF: L.C. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 15-085 7/27/1 are: 07/27/17 ,\ 6353 M.W.36m.SA.,SRe.305,VIRGINIA GARDENS.RfNYN 3316 Ph-e:(305)071-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ._�`{.'•••• R1 .•• �a1AAA .-Itilt�6719 oeow.cam West Palm Beach, FL 33407 3 + + �/ sWALTER A.TRUT Jr.P.E. 4 's�OMAIE '' 1��1 O/ FLORIDA Lie.(I 44167 5 SHEET P.E. �£ALfS1Pt%YURE/DATE 6 1 OF 20 VARIES ri raR t+lxa0•RIR® • 1.91 1.491' 1.2 g Q Noa. .371 f 1% 1UL11 4,857* 1 HV SOLID BLADE 4 '75 0HV 90'Zlff STARTER �31HV UNIVERSAL FLOATERV QUALIFIED FOR USE W/ COVERED UNDER US PATENT It O 5458179 pUALIFIED FOR USE W/ HV BLADE C' m HV BLADE Q7 tO HV WINDOW BLADE' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE ,37 _ 6063-T6 ALLOY AND TENPER .124• 6063-T6 ALLOY AND TEMPER 6 1.500" 095" I • 7 2.67 i 3.556" n (T•7P .994' .670' 6' - 72 _- 542 4 7 O ?� 0 51 " .092• - n o f. O7 HV ADJ. ADAPTER All HV J HV WALK—OVER TRACK .12 R 1 37 4.436' __..____.... ___.. ,. .920 [..�072' 26• _ 0.072 QUALIFIED FOR USE W/ HV �B I �HV ADJ. FLOOR TRACK BLADE O QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK - - T 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY TEMPER BLADE 0 ONLY. 1HV RAINGUARD BLADE(j) 6063-TG ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 1- VARIES 1.936• 6063-76 ALLOY AWE) TEMPER y 1.917' De- 3. .093- 100 f 12 60' �670 of n'. 670060'1 670 29, i 1,670 3 520" o 1 HV HEADER/SILL i tt HV CEILING HEADER � 13 HD CEILING HEADER/SILL QIAU.IFlED FOR USE W/ HV BLADE�jONLY, QUALIFIED FOR USE WHV BLADE i)ONLY TY`" 6063-T6 ALLOYAND TEMPER" QUALIFIED FOR USE W/ HV BLADE 1 141 HD WALL HEADER/SILL SEE SECTIONS FOR VAUq SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPER BLADE'✓ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A 6 Ti T2 j X Y l >✓I run e Y Y 125• 1• 1• .062 © r 5-MAIL 1//' I/e- r r 0.690• ® 2- 5•MAX 0.192- 0.192' x SIDE ANGLES — e —"— CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1® 2.5- Y MAX. O.t90• 0.190' UALIFIED FOR USE W/ HV BLADE C1) QUALIFIED ED USE W/ HV BLADE U' 6063-T6 ALLOY AND TEMPER BLADE 1ONLY. 2• 5•MAx.i0.139- 0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone CC @2017 EASTERN METAL SUPPLY, INC. ttl OS3' Ok A." 02017 TILTECO,INC. _ �►P .' 'i BERTHA HVTN �)CENSF A S S A Accordion Shutter System TL E C O I N C. . . . ■ KV. BADE;T W/OR W/O H.V.WNDOW BLADE • 4 R/� * TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems 9ESC,9IN9R DATE DRUM BY: Lc. 11 TARE pF M5 N.•.36M.Sl,s..30.NRCRM GN DFM.Ronw 33161ASlOCTOtTOn. Inc. OLD 1S-OeS 7 7/1 DATE- 07/27/17 PNOM (305)071-1530.F::(305)871-1531 4268 Westroads Drive 2 DRAWING O��s:•••QRI4�`:?ate 1,1 . 41:Vt+ e•a. West polrr Heoch, FI 33407 3 1710.7 1111 WALTER AED-OT1Uf19r. P.E. 4 P.E:ASF �IN!;C4/DATE FLORIDA` It44167 SHEET Z 4.660• 1/4--20,1 1H.-7D CAST 4.576* .2 MT HEM THREADED H6U9iG E L .29 3' .745• S.S.Y.S. �, D t/4'-20 (2 TP.) —� THREADED I M CAS vL"1u Dol 6• 8 j � 1 � • I O �� n` �TURNS BRASS CYLINDER 1 9.\4 6'4 (CHROME CNRDYE' DTE) 21 HV CENTERYATE — - - - - — RAl _ PIATED) QUID F a� 1 ® HY LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADEIg lO& 1�ONLY � ,OZ � i 675• QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER QUAl�IED FOR USE W/ HV BLADE 1 & 1 ONLY � p� BLADE O& d ONLY. BLADE O& 3 ONLY. 6063-T6 ALLOY AND TEMPER "i* HV CORNER CE T- 0 REIFIED FOR USE W/ HV BLADE 1 ONLY 250'00. 2.76 4• , 6063-T6 ALLOY ANO TEMPER 'S18q7— PLASTIC HEAD 1.72 MOLDED TO " 4.045' SCREW 2.079• 1.753' ArfER RNETIhG .06 .62 � BEFORE RNTTING o-. 1/4"9 x 3/4" j S.S. THUMBSCREW 1/4"0-20 RIVNUT• �� #'SERILS 9444 ALUMINUM(2024-T3 ALLOY)LARGE nANGE THIN I 1736' I Ot ._622" SHEET NUTSERT.PART 10620.AS IMNIFACTGRED BY AVOEL PLAN FROM ELEVATION MALE "T" LOCK CE CHERRY TWORN,PARSIPPENY.NEW JERSEY 67054 OR EQUAL. © ® "�' HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERIIIATE QUALIFIED FOR USE W/ D BLADE 1 ONLY HV FEMALE T LOCK CENTERIIATE USE W/ HV QUALIFIED FOR USE W/ HV BLADECi,10NLY 6063-T6 Auor AND TEMPER QUALIFIED FOR USE W/ HV BLADE t ONLY QUALIFIED FOR USE QUALIFlEMFE R ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE� W/HV BLADE Gl`ONLY. lO 1 1 1_917•__ 3-161 �5 I o 1.03 a 1NWBTJRN .063' _ CYLINDER OR .214- �� .063 .062• — m• 62• KEY CYLINDER .545• �: 0.675 W. 31 N 405 1 .125 M6.. o G QUALIFIED FOR USE W/ HV BLADE(g&& A' QUALIFIED FOR USE W/ HV BLADE V& 'S INgRT 6063-T6 ALLOY AND TEMPER 33, 6065-T6 ALLOY AND TEMPER _ VARIES. 12•CAIN. QUALIFIED FOR USE W/ HV BLADE 1 & 1/4'•-20 S.S.OR 3/0.0-16 1375. 6063-T6 ALLOY AND TEMPER —KETAL THUMBSCREWS _ *, 2� BTURN (SEE DETAILS) 31/2 QO EY DER LOCKING RODi M6. ,/•-• ® HD LOCK QUALIFIED FOR USE W/ HV BLADE O' 6065-T6 ALLOY AND PE ';E& HV 3/8"0-16 ACETAL 1�V 20 ANSI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. S5INSTALLATION REQURE A R TEM � ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE, 1A WILL I Q 7/16' HOLE THUMBSCREWS QUAUFlED FOR USE W/ HV BLADE DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOP. Q Hv BLADE�- FLORIDA BUII DING CODE(Non High Velocity Hurricane Zone ,1 EI•t�.lY a rr 02017 EAS-ERN METAL SUPPLY, INC. 1 ` 02017 TLTECO.INC. 1,11 Pte............ / /� ■�■�■�■ -RT A H TM 11 \CEN 9: /Tmz�� Accordion Shutter System A NV. B1I�#1 W/OR W)b H.V.WNDOW BLADE American Shutter Systems fl,_ 6 MR DRAWN 6Y: Lc. • * TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-065 /27/1 ML• 07/27/17 STATE� .. a3S5 i—3:( 0` 71 15 Y"°" EE-153ORO-33 4 4268 Westroads Drive x Phone:(3os)e7I-IS70.r6,:(305)871-1531 DRAWING No E/�.'••,•� �•. �i�� .-"+w:6R.Po�oa.w1.1 West Palm Reach, FL 33407 s % �. oR{o a� E6-0006719 417-107 •'(•}••••e•••••r 11 WALTER A MINT Jr.P.E. P.E. OF 20 •$EAC f6�A�%DATE FLORIDAuc. 44167 ` SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV HV '/6. 12 MIN. 0625' Q HV BLADE i 41 \ 4 ' i TO BLADE r 1A .Te7s• �- - - �1 ® HV BLADE 1A l` I Nv WIN eEME .0625— x+ o62s .o62s• ® _1875' Y HV LONG RECESSED NYLON BUSHING 3 zO •I n 1 KNUCKLE •e .0625 0.062,x• ® 1. II HV SHORT RECESSED NYLON BUSHING R1.7�[[ay�' ® HV NYLON HAT WASHER Q OR ® rc I itAr DIffEROIIf // 3 50' n 4� HV WHEEL CARRIAGE AISI 302-303 SERIES I I ♦ I � 44 ///•2. x 0.870"x3/16* THICK NYLON WHEEL. I I ® r,l NV WINDOW' / n � 2 7/e•NIN.I CLEAR 0.188"e AISI 302 SERIES S.S. RIVETS �-- 315'e a ARATIO .0625' 63.0 3.7500' SEPARATIONI EN ®4 HV 1 3 4' ACCORDION PIN W 8 HEAD * EXTERIOR RUDE $5 3/4 0625 / / , I} OPENINGS 1 asrlxlR r-r 7� _ ON CENTERS 7�- © HV 2 3/4" ACCORDION PIN W/ #8 HEAD * --,F— 4 . 4 1 $ 2-1/4- ,'"""'"�•11O"' cLc+x POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEENTYPICAL W WINDOW BLADE 64AND TPOLYCAR NATE W WINDOW Q OR ® ® or © NI %( E N REQUIOTE FOR REMENTS) I (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BAYER MAKROLON 3103 POLYCARBONATE CLEARA RESINS, UV-STABILIZED GRADE OR SABIC ijy PIN REQUIREMENTS AT EMRIOR BLADE* �tFOR ioMBLADE eo cE INNOVATIVE PLASTIC LEXAN 103 RESIN F i DOR I (SEE NOTE "F" ON SHEET 19). (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1� OR I POLYCARBONATE SOURCES FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY //�� „„�rNOrE„Es ASPJnvo QMIUE INDULT _ • HV PIN©2 OR(Tg AT aE31D1EME +]ma (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXT IORBLAD '" s EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D *0.324•,, (SEE N KNUCKLE,FOR � ASTM Dn2 1w e/M O.D &I O (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. REQUIREMENTS) SFc+Tetue� .048=- rose tun snewrR *05TH O63e a.4OD P.: a.soD r..�. T'rP. •;I RE%URAt—ICT.Al nOn ASM Dn0 12.500 r..t. 114OD , (3) HV PIN ©OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 I' i nn6,Rw MODULUS SM DM 34M000►.L b.000° SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B> SHEET ® MDrawn *05TH 02x 1e FI-t. 11 IT-.f. EL CARRIAGE DETAIL mat"OS", Asn 02643 472: 645 x MA. ASSEMBLY LAYOUT rAm Dr e1a«nc ASM osu c-1 OAss c-1 a pn_ sEU,wranoR As1M own 1040 s M r aSeTJ�: Am 0155 Tal$lF SRSMLM AFTER A—LR /STM on 9302°+� am P.u. In HV BLADE SOLID & fAl HV WINDOW BLADE DETAILS °� _ N.T.S. I1j5IINiia�, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P •'• •• {/ 4 c.7017 nLTEcO, INC ©2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM L�6 .. A.S.S.A. Accordion Shutter System H.V. BLADE/1 W/OR W/O RV. WINDOW BLADE •: T Q1/E, Q TILIJT TESTING k ENGINEERING COMPANY American Shutter Systema �.N DESCRIPTION DATE ow1wN BY: LC. Association, Inc. I 6D 15-085 7/27/1) DATE. 07/27/17 \ 6155 N.A.]61A.SL.SM.JOS,WROIM CAADVI.FLOI A 3316 'Ile ( •. �ORIOP '��.\ pie:(J05b71-15b.Eox:(305)9]1-15}1 4268 Westroads Drive 2 DRAWING No �sS�OkAIE 1T1T .-m66eoh9.co." West Palm Beach, FL 33407 J '7-107 WALTER A TI LUT J,.P.E. ' ILOROA Uc.tl 44157 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 "NOTES ON HV LOCKS AND CENTERMATES: T^'b t D 7 Y N s r u 93-o �� 1 MANLNTORY CONDMDN f1: ONE HV LOCK a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN / OR 12•ABOVE OR R OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INST TK)NS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR P CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. O�« — 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i 1�« LOCKS OR MAY BE USED AS PERFORMANCEAN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 92 Y ORSHALL BE AS INDICATED ON NOTE (1)ABOVE. LOG ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. N - 12 L1CFfl H.V. LnrTyr51: LOCKING RODSPERFO ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 om�5 oK�oN'U�ole®4x �' BE USED IF DESIRED TO ENHANCE SHUTTER E. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 -- 4. IIAA�ATORY 00lOIIION/2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALUIS AT ANY ELEVATION. HVL a®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 K 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP 8 BOTTOM SHALL BE USED. LOCATION OF LOCK SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A d Noc-Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1 As; S�E 5. pp 5 • ONE ALTERNATE HV LOCK AMY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND F52g^ Y � � INST TIONS AT ANY ELEVATION. AL RNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT woo-Ino OF 1/4"0-20x3/4' S.S. THUMBSCREW TO 0 OR®CENTERMATES SWILL BE MADE W/ 1/4"0-20x3/4"ALUM. tNDD-Ipm_ c �� g5 RWNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( -g LOCKS AT 1/3 OF SHUTTER SPAN. �� Iu6, "�"^-•TaRV CONOn10N /3 FOR KEV¢i�ONE YOUtlT1NG INSTALAl10M_4 ONE HV LOCK®or®or® 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 t I I�1 1� I TO Ill AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or or®MAY BE USED As AN INSIDE OR OUTSIDE LOCK, ATTACHED TO t or ®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END- I t M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS t�W/0 CONNECM)M I OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETALS ON D ISHEETS.110 L& t 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 SECOND ALTERNATE 10 MANDATORY CMDfnON I -r LM Am Mwaill a AND CENTERMATE t}py+ONE ALTERNATE HV T' LOCK MAY BE INSTALLED VAiIDIN LIEU OF HV LOCKS OR FOR ANY SPAN AND ���«©•OO ®_^•®« Isr'ALLATION AT ANY ELEVATION. ALT NATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER . AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND*W/ 1/4"0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" O.O•C�� O•J•® WINGNUT OR W/ 1/400-200" S.S.M.S. INTO A 1/4"0x 5/8'RMJUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(g TOP AND BOTOM IS MANDATORY. 1 ONE ALTERNATE HD LOCK(� MAYBE USED IN LIEU or TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS 2 OR�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ND LOCK AMY BE USED AS AN INSIDE OR OUTSI LOCK. ATTACHMENT OF MD LOCK TO®5 W/3/8 x 3/8" F.M. S.S.M.S.. ANES D INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HOB-HAND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'�5 COMPLETELY OPTIONAL IFILAI/I//Ilii s�i RIA BUILDING CODE on High Velocity Hurricane one 02017 TILTFCO.INC. @ 2017 EASTERN METAL SUPPLY, INC. ENSE BERTHA HVTM A S S A Accordion Shutter System FIV. RADE;1 W/OR W/O H.V.Wwow 13AIX / / * American ShuHer Systems xscarnoll DATE DRAWN W. LC. •:• F ! TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD I5-085 7/27/1 HTE: 07/27/17 6}SS IIY.36iN.St..SU.]Q5,NRC%an Cw9DEM,ROt+M SJ1E O„'•._Fj„_ 4268 Westroods Onve z '�SVR Poene:(305871-1 U1 Poz (305)871-1531 DRAWING No "V�r� A�♦ eL1AA " mor tOW67 oa.00m West °O m Beach, FL 33407 4 17-107 /Ot1A�•`1" \ILt, WALTER BA.O'IWT19r. PE 4 .�' FLORIDA Lc.A 44167 S SHEET P.E. SEALJSIGKG�TURE/DATE 6 3 OF 20 ,-CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE ((SSEEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED x1/4'4-20xJ/4'S.S. CONCRETE CONCRETE ANCHORS 1 MACHINE SCREWS REOUIRm \ REQUIRED Eq+ _(SEE SCHEDULE ON I W/ 1/4-20 CONCRETE ANCHORS ©18 A _OR r E(SEE ISI (R)M SHAT T) SHEET 13) NUS O 12'O.C. \ (SEE SCHEDULE ON SHEET 13) / I Min. �-1 ACHINE xCRE 5.5. ui^. ___- 120R�) EO EO MACHINE SCREWS ____ (--EO EO �. _ USING 1/4'-20 NUTS ---- 19 1/2 O t2'O.C. 1/2' I E.a• ,/2-J I 1 .zso"wax. 13 °" 5 -- rj °"O6 I E. 0. r �`____ .250" I I 250'wE. DI `; Max.iiOPTIONALAKXa1`SOED if ON�9ETT O i MIN.SEPARATION TO GLASSE%ISTING ISTING " �19 1 OR ® ; 1 GLASS —(`—(SEE SChEDULE ON SYIEET tt)—GIASS--ie�6eMIN. SEPNUTION TO CLASS I _ 1 -(SEE SCHEDULE ON SHEET It) EXISTING � I M °LASS' ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS GLASS O —agm (SEE SCHEDULE ON SHEET 11) 1 ,O OL-as(9FE I --OOR MIN. SEPARATION TO GLASS I I 1 GLASS� 9A1„LF mMO I (SEE SCHEDULE ON SHEET 1:) 101 9fET 19 TOR rh ' aA0L5Qe® EXISTING OPTIONAL 1 GLASS--I .I. iIi 1 IE.0.• ____ Maa. �-OPi1011AL 1/4'Max. _ 1--, Q OR Q EA?.' M IT 11 � � I • I � A/2• E. D.• I 1 D.* __-� 19 LE 0 L----- --- Tf oRC.' 1/4Y-20x3/4'S.S. Min. PHILLIPS TRUSS HEAD 1/4*0 20x3/4'S.S.PHILLIPS 1 8 RMACHINE SCREWS USING ,.�_ CONCRETE ANCHORS __-_TRUSS HEAD MACHINE SCREWS —CONCRETE ANCHORS /••� 1/4-20 NUTS O t2'O.C. (SEE SCHEDULE ON w/ 1/4"-20 NUTS O 72'O.C. (SEE SCHEDULE ON SHEET 13) Min. POUREG CONCRETE SHEET 13) POURED CONCRE� OR CONCRETE BLOCK OR CONCRETE BLOCK RETE ANCHORS REQUIRED WALL REQURED HV WALL SILL INSTALLATION (SEE SCHEDULE ON (J HV WALL SILL INSTALLATION POURED CONCRETE SHM 14) OR CONCRETE BLACK WALL REQUIRED � HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION$: - —_ INSTALLATION DETAILS W/ 1- SEE SHFET 4 FOR TYPICAL SHUTTER • E U - �DCE DISTANCE ASSEMBLY ♦ SEE LIMITAT'�ONS OF USE FOR �"{V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SLE SPLCIFICATgNS CN SHEET 13) BLADE tA.ON SHEET 19 IN ANY WAY TO SUR AHr INSTAL.ATION. FI/ Tt FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\ ✓ 02017 TILTECO02017 EASILRN METAL SUPPLY, INC. ENSE IHC y , ,- BERTHA N TM •4 A S S A Accordion Shutter System L�EqOI N c. KV, a"/1 W/OR W/O RV. WINDON MAIM American Shutter Systems DEWNIP110N DATE DRAYS BY. LC. • 7`+ TIW /1 T TESTING h ENGINEERING COMPANY Association, Inc. I OLD 15-085 7 DATE: 07/27/17 _ ?11 '1.ZOR IDP• 14J35 M.A.JlM.A.SY.JOS.MRaMA GrADENs,RORa 4268 Westroads Drive s Ph—Ip Ph (JOs)071-1570.Fox (305)871-1531 DRAWING No Ss�OkAl EN6p EB-1;1<.<oeea.<9n,719 West Palm Beach, FL 33407 3 17-107 7_'07 E0008lDA 4 ///I/Ix1••I, WALTER A.TLL'T Jr. P.E. rtioR1 k. �44t W aSHEET P.E. SEAL/SIGNATURE/DATE 6 L.. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) JG p gE� t OR ®� , SEPAPATION REQUIRE _— SaEDLIE Ov(wEET IXGLASS I , T EDGE ITA ana Q 9 GLASS—I (SEE 5CNEDAE a r 4 PUCSLAO M GLASS F a sm re Fne rx GLASS D' APP11G1BLE EXISTING wAa¢m e Q \ i— mac $ ) ALTERNATE t a war„7 9 �EO E0� ANCHORXISTING LOCATION E.. 1 t OR )3 pR)rJ 1 3/4• S X WASHER HEAD I i � J/e" TEK TEK SCREWS O 12.O.C. O6 + 7 CONCRETE AN 81 EDGE OF (SEE SCHEDULE ON SHEET 13) FO TO SLAB IF EXISTING _ APPLICABLE GLASS- EDGE Or 1 - EDGE OFSLAB IF ' 'tq i m o SEF( APPLICABLE 0 E.0y2• 1• EDGESLAB OF / SLAB IF c o.• _ ss APPLICABLE POURED IF MUM`mPOURED � _ CONCRETE D.•--1 �RETE D FLAT HEAD CONCRETE ANCHORS w'ET t4 FOR — - I V'OR ®OCONCRETE R101,1111110 FLAT (SEE SCHEDULE ON SHEET 14) E. wAa6 mr® J REQUIRED — D.-- D. FIAT NERD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 11 BENCH INSTALLATION Q HV WALK-OVER INcTeI t ennN VALID ONLY FOR UP To +70, -75 PSI,A.S.D. �F HV FLOOR INSTALLATION t DESIGN PRESSURE RATING &FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE /3, SHEET 11 I rLr1i1°" CONCRETE MICNORS MISTING r----ie"svnamll BULDE SC —pa o wAn O SEE SCHEDULE ON ( -p SH E%15T4EG ( a¢r„7P r7 _ --- -. ,�- EET 15) I/4'0 my 7f TM001 w/ wEF tt> I EXISTING! E)IISTNG ADJANL4D O T1nrAOFLaII i CLASS C1A55 w'soEaN wo •�1 TECIMGLG4Y OR 1/4Y POAm „7 1 _ FASTENEM TAPPER+ANCHORS W/ I 1/4' D i i fO�E ata „7 OC'FOR 16 T. 6�T AND r r, 11 t/4' 4.O.C.TOR SPANS LARGER INAN11 1 1 T 6'-0"LIP ip 8'-0'MAX APPLY� _^NA7T. SFALANI AT EY FASTENER tMX4,,1a 1 • /10.3/4•HEx ♦ C" (SIE NOTE T O11WASHER HEAD E.D. SHEEP„PoR L1WTA /2_CIA%.WN. I I TEK SCREWS CONT.SEA:NIT /14:3/4' HIX HEAD 1O 12'O.C.TEKSCREWS O 9'OC ,E OR 1NC4-20 5.5.N.SCONCRETE ANCHORS ,O3/ /14x3/C 5.0.5. i1/4. it 'rzo.7/4's us/NUf O 9.OC (SEE SCHEDULEON 1 '0 2W/4 o NU15 SHEET 14) „ 9.O.C. 1 t Mar. ' ia; - •o.C.EDGE OF /2'j \1•- I2.gD'!AIN. G NGN STR TLR,LTRIM(DECORATNESLAB IF TEA.1 7/B' 1 7/0' APPUCABLE I ./14x3/4F.H. S.D.S. L_ E D CONCRLTE ANCHORS SEE NOTE 13(n) — O 9 O.C. ED _ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 — -SEE NOTE 13(b) 1 OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 . REOUIRED OR CONCRETE BLOCK oPnoNAL- POURED PL°u RE° (�KEYSTONE MOUNTING IN TALLATION ReouRREo G HV WALL FLOOR INSTALLATION HV WALL WALK-OVER INSTALLATION MAW° wsG DEs cN PRESSURE s4.-n q NAXIYUM SMITTER SPIN B'-G" n HV RAINGUARD INSTALLATION t NOTE MQTE ED COMRINAIK)N OF SECTIONSt THIS INSTALLATION SHALL BL. • E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXITFI-DI IMITATIONS OF USE FORASSEMBLY OR ENTRANCE (,ADN SHEET ,9 INSTALLATION DETAILS W/ 1 HV BLADE IN NY WAY C SUIT M CAN RE COMBINED IN ANY WAV TO SUIT ANY IN ON. 11j11 a a - FLORIDA BUILDING CODE(Non H�gr Velocity Hurricane Zone '�\CEllls�••%: 92017 TILTECO,INC. 02011 EASIERN METAL SUPPLY, INC. * u•q BERTHA HV. L E C O I/I C. A.S S.A. Accordion Shutter System -v r KV. 9"#T W/OR W/b KV. WINDOW 9A)E �0'•, .(� t American Shutter Systems TIWT TESTING k ENGINEERING COMPANY DEsuwnoN ' Q 1\ DATE DRAWN 0 LC ORIDP ;t� _l� h-■ � 5)7•-153 NRF.- GNMENS.1ft�-153 33I Inc. 1 OLD 15-0e507/27/14DATE o7/z7/17 PNON.:(3os)871-1530 Fc.:(3Gs)aT,-,sJ1 4268 Westroods Drive 2 ALE ',111' °' :4lt.co0oacom West Palm Beach, FL 33401 3 DRAWING No EB-TIUJT19 17-107 iiAAAEEI4rt WALTER A TIl1ff Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLDRwA Lc./44167 S SHEET L2 SFr END WALL Q NNECTInN DETAILS ON SHEETS 10 Hk 18 SEE NOTES ON LOCKe9C Roos aQ.KV LOCKS(Bap _O u T� -- _ I N -E%IS,ING G<A55 INSTALLATIONS W/ , 1 HV **AND ALTERNATE IN LOCK®ON SHEET 5. BADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES CIENTERLATES APPLKATION TRTH DIADEQ, OR SEE END WALL CONNECTION 10•®�©• ©•©a 'r-EXISTING GLASS DETAILS ON SHEETS 10 dL 18 ©•O•©°A©•O•®p1 r ®.®w,(D.®.R®.©'Ii- , 2'.2".1/8..0.-2 I ®•®a®•®a�•® 7 1/4' 7' 6 1/2 7- - (eons-TG Aum•)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4-0 TAPCON 1/2 I ' d+©•® ANCHORS To CONCRETE CEN ERMATES CENTERMATES /�TT�)• /10.}/4'S.M.s.0 12' W/ HV LOCK or MIN.SEGLASS PARATION (4)/10.1/2's.Y.S ro IIIBEI ' O-C.FULL LENGNT. tyf HV LOCK V or �* To CHER AT EACH ANGLE(TYP) * (SEE HEFT 11) ' S ON SHEET „> ----------- -7 — — ---- -- 5 Or z- ®a®�©, FO—UT-] N, UT ® ' 10•®"®•�©•©•A HVA a ® HVB p®a©•O7 °A® 10 ®°A H�� -POURED CONCRETE OR EXISTING GLASS . CONCRETE BLOCK WALL O.O•©°AO.O• I ----- 10•®�©•`-' SC•®a�-- �----- REW ED ------ q. %ISTING •®�©'®°"®'©°"� SYMMETRICAL IN 6 'OO '©°"�'OO '®"' SE MW.SEPARAIC TION GLAss a •®"Q9•®w t®• �EASII CENTERMATES ®.®a i©.®"®.®" To Guns 5 _ - - ©_®- -J GLASS W/ HVOCK * (IIlIERIOR ®•®°'0 ®""1®'® (oNESHEEr W�j 1 MIN. SEPAR S TO GUSS a©• (SEE SCHEDUI£ I N OPTIONAL - ON S24EEf 11) - (INTERIOR) _-. _—_—_—_—_ - — _—_--_ II - OUT 1 ATE 18'O.C. i 3 VARIES 0 U T MAX.SLACK OUT (E%TFRi°R) HVE C! HVF** HVD ""', ""'' FLORIDA BUILDING CODE Mon Ni h Yelocit Hurricane Zone CAI ✓ _ �.- ®2017 EASTERN METAL SUPPLY, INC. : V`IrsF'•..9; BERTHA HVTM L E C O N G . A.S.S.A. Accordion Shutter System T KV. BADE/i W/OR W/O H.V.WNDOW BADE • ` American Shutter SystemsEv. OESCgm Inc. ON DATE DRAWN Ln: I.C. TICCIT TESTING g ENGINEERING<1r� NEERING COMPANY Association, , 0D 1s-ces 7/27/1DATE.- 07/27/17 NR/FK GROQ5.F/oRCM]11E mow'•-_(�Q1T1C\.:•4. �\ 4268 'JJestroads Drive z PnorK (1os)_-I:to .Fo.:(1os)e7+-,s1, DRAWING No r\ IG\ .-7: 0006Oool.00m West POIm Beo^.h, FL 33407 s 17-107 7-107 s/OHAI E�v '1 A_71 67,Y - ^^ r1'+ WALTER A PWT Jr.P.E. 4 •• A rrr. FLORIDA Gc.144167 5 SHEET P.E. SEALS'GNATURE/'JAT_ eOF 20 ALTERNATE INSTALLATION W HV "T" LOCK V MAL FEMALE "T" LOCKS CENTERM T & LOCKERS W 1 HV BI-ADE SEE END CONNECTION DETAIL ON SHEETS 10 A 18 INSTALLATION 1 HV BLADE OUT IN ��� BLADE(D SLACK DEIAI NJ F.IN01CATED ON SHEET S. W/ HD CENTERMATES �1 AS N AS JNNERSAL ELDATING BLADE®DETAI NDD-"'D. v�e©.C7a g� 1p.®' INDICATED ON THIS SHEET,MAY BE USED MRN THIS ALrERNA SEE END WALL CONNECTION INSTALLATION DETNL HVG SHOWN IN MIS SHEET. •®4©.0-©•©a DETAILS ON SHEETS 10 a 1a 2•.2•.,,4-b•-� ©•®°'®•®'C - (was-ra AuaY)Aur uI .® 3 s ANGLE W/(2) � TN I IL (op3a ft(aPpAL) ------------------- ------ -------- ---- i ' 1--------- —T onD.nQ°sNs�"awE1 i /1m2µ Sxs s r2• 3 AT FAON AN01e 0'M D.C.RAL LE,GNT. s I N (4)N.V. IN 5 3 HV KT(INSIDE) O 1 —(TMP) Pis ) aaQ v 1 - ---— •--- - - -- — — F — '07 - - � — - - 5 1 2 t 1 ® OUT 31 oR 31 aR® 31 a ^ 31 oR 4 352 OUT (OPTIONAL) HDC—HVC s SEE '"L s IGR Hv LDCK®. W/ xWINGNUT. (OPIIDIML)HDB-HVB -r-LocK,oN mEET 5. sQSYMMETRICAL HD CENTERMATES HVG* J �O HV "T^ LOCK (OUTSIDE)- SYMMETRICAL HD CENTERMATES W� LOCK (EXTERIOR) " LOCK (INTERIOR) t SEraES 844.ALDNMIM (2024-T3 ALLOY)LARGE FLANGE T N �.©•O7 a 8 1 •®"' SHEET NUrSERr.PART/0820. _10w®'©• ©•®°' AS YANIFACTIMED BY AYDEL CHERRY TExTORN,PARSIPPENY,NEW JERSEY ©•O7 •©a©•O•®a 07054 OR EOUAL � 10 s SEE NOTES 01.LooloNo n0os 0.�®L0n¢aN SRELr S is D.nc as rL.-c BLADE®xun oO Nw n 4u�D ron AU,OENaRNArEs API;1G1gN5 Nnll 41ADE(� HDD—HVDii FLOATING STACK +++ R A. j '' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TLTECA,INC. 02017 EASTERN METAL SUPPLY, INC. ���. \CEJUSF•.✓�; BERTHA HVTM 0'4A S S A Accordion Shutter System �Lgc�q ,.�,- FIV. HAM#1 W/OR W/O H.V. WNDOW MADE / TICCIT TESTING h ENGINEERING COMPANY American Shutter System! - DESaaPTION DATE DRAM er: LC. �./ Association, Inc. 1 OLD 15-085 27/1 DATE: 07/27/17 •••• \ 4ss5 N.N.Sam.SL.Sb.305.VIRGINIA GATma4 FLORM 131 P , Pl,px:(}05)871-15}0.FaK:(}05)871-1531 4268 Westroods Drive 2 DRAWING No ��MAL E � '-"OI` 00GB70a.<oN West Palm Beach, FL 33407 i 17-107 _ E8-0006719 AAAA,a IF+ WALTER A TIWT Jr.P.E. n0 P.E. SEAL/SIGNATURE/DATE R°"L. 44187 : SHEET OF 10 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE _ OR CONCRETE �J CONCRETE BLOCK WALL BLOCK WALL REWIRED BLOCK WALL REQUIRED / BLOCK WALL REQUIRED REQUIL. EXISTING GLASS —EXISTING GLASS L CONC107E ANCHOR EXISTING GLASS / TrrT ) r 2' MIN. EXISTING C1A55 ' o 1e•O.C. —r—�7 MIN.SOVIIWgN J — T — - —t' 1' 2"MEI. T TO LASS(SEF MN SEPARATION I I I MN.SEPNNTICN /I EQ EQ IN.MASS(� lei FOR iFI�QE mNO ro GASS(SEE I ro GLASS(SEE SCHEDULE ON SHEET 1/16'.3' MAX. ON SHEET 19-OR 1 ONSCHEDULSHEET m� r t SCHEDULE ON SHEET 11 FOR BIDE(DAD (6063-T6) CONT. ON SHEET 19 FOR 1/2- 11 FOR BADE a)*4 ON SHEET 19 FOR ALUM. CLOSER ` BIDES Q h( f--_ (LOCATE AT BIDES(D&(2) PLATE. (LOCATE 1/2.r- ��SIDE AT EITHER SIDE MIN. IPL — I I OF S) OF 4O) I 1 4 USE I.OR 2-MAX. 1 1/2-M. — _— I —_1 #10.1/2'S.M.S. I I _— -- kUMIN 4 ABUP)ANOF B.O-2' /10.1/2'S.M. ----- i O 16'O.C. I. _____— (6063-T6 ALLOY)AT MIDHEIGHT • 16"D.C. q (1) +10.1/2'S.M.S.To04 0: 1 T G T-�� J (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOJ WALL AT I.O.C. (LOCATE AT \J SIDE CONNECTION OR (� EITHER SIDE OF©) DR OR SEE DETAIL X FOR OR TO TRACKS ������ SIDE CONNECTION �'©•Oj"O 10•®" SSIDE CONNECTgN q °I0_&0"l:J-@-0' .6 7"8 10•®" i0 TRACKS s 6• 7 01a •®� 10 0"©•0.©•©" TO TRACKS 1�•®"©•®s©•©" END CONNECTION DETAIL SID CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECTION DETAIL Q i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' 4�N RED CONCRETE OR EXISTING CRETE BLOCK WALL /— q EXISTING GLASS UIRED GLASS S —I - - -1 -� -, MH SEPARATION 01 ----____-- D i z------ - Q ro OIA4(SEE MN.SFPAMIION SCHEDULE O+SHEET ro CLASS(SEF __________`_ -____-- 6 oR 8 oR 1 OR 11 FOR BADE MAID CONCRETE1/2'MIN. SCHEDULE ON SHEET1ZCr ------------I ---- ©C®C(qC(5 ON SHEET 19 FOR ANCHOR O 11 FOR BIDE mAND 4 ---.. - ---- - BIDES®h(� 12'O.C. ON SHEET 19 FOR F_____ _ rJ BA06�A� �� ANCHOO.R - _ _.� I /1 __ 1/2 MIN_—_— t �/���/2" YIN. • SSEE Ly©ONNSH_LT OF U19 FOR ©OR�OR�OR(3OR� J. f 5 CO PIAN DETAIL X POURED CONCRETE OR "O"©•0"® 10•®" - END INSTALLATION CONCRFZE BLOCK WALL '®"© 0-0•0 REQUIRED \ ' _©•O•©"©•O•®-� (1 HV BLADE OR (� HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ® �"® ®"® O"�;®' ION DETAL© aQ® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone •• 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. V�EWj 4'9i BERTH TM ` A S S A Accordion Shutter System L ECO w . KV. BiADE#1 W/C2 W/O KV.WNDDIN BADE American Shutter Systems TILUT TESTING h ENGINEERING COMPANY y �� BEs15-08 /27 DRAWN BY: L.C. Association, Ina 1 OLD 1s-065 7/z7/1 !SHEET 07/27/01 O \ 4355 N.F.MIA R.SH.]115.WIK:.M CAMUR,ROAM u1 •••• \` Ph— (]05)571-1530.F..:(305)071-1531 4268 Westroads Drive 2 WING No _ \ TIT .-me,:Hlt.006.a.wm West Palm Beach, FL 33407 3 `r/INA.E. ,T` EB-OON719 4 7-107 • ', IAF WALTER A TILUT Jr. P.E. •..•iisi�•'' FLORIDA Llo./44167 5 P.E. SEAL/SIGNATURE/DATE a 10 SCHEDULE 11 SCHEDULE /2 SCHEDULE N3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN'S "L+" AXIMUM SHUTTER SPAN*"L+" - NOTES (ft.). FOR INSTALLATIONS W/ OR %-" (H.) FOR R '•L-" (ft.) INSTALLATIONS INSTALLATION LEGEND CENTEF&ATES 0 do® or or INSTALLATIONS W/ MATES CONCRETE k WOOD (I) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE H.V. LOCK or or or W/ ONE HV LOCKS MANSORY / ® ® POSITIVE 0.3.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or T or® OR W/ NO LOCKING WALL A, 8, C, D, E, M. N, 0, P, 0. AS.D. DESIGNOPRESSURE RASPAN F A GIVEN NEGATIVE CENTERMAI® 28® 29 W/ ONE W/ NO LOCKING R005 ® ODS MOUNTING F, K & L R. S. k V. C-T- LOCK 30 W/TWO LOGONG (SEE NOTES t.tf) (VAUD FOR MOUNTING 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP k BOTTOM EE SHEET 7) FLOOR/CEILING G. H. I, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CON" CONCRETE 3 WOOD CONCRETMOUNTING 1NSTAWTX)NS M4IMILMNSTALLATIONS MAaaN1M INSTALLATIONS S & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A�� WALL MOUNTING FLOOR/CEIUNG APROEMON W L MOUNTING �PRESS= ROOR/CEUNG 1NOLINiI19 DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. MOUNTINGw,raMOUNTING MORE 0 RwTF�G OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, 0".0 noel/cEUNc MOUNTING (P-C) I.OI OR-) FLOOR IIOIIIIIIC DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L♦ (u l- - L N (Ip L- l 4 p l- N12'-3" O MAXIMUM SHUTTER SPAN 'L+'OR 'L FOR 30 OR LES 16•-0 16•-0• 16-0' 16'-0 30 16'-0' 18'-0• 30 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TOANAL MAXIMUM ALLOWABLE $PAN IS EQUAL TO THE 105 pst. AS.D. DESIGN PRESSURE RATING. MINIM!M DETERMINED SPAN BETWEEN "L+'ANO35 14'-10' 14'-10' 15'-2- 16'-0' 35 14'-10' 14'-10• 35 16'-10' 40 13--1o' 13'-10' 14'-2' 15'-2- 40 13'-10- 13'-f0' 40 1S'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13-1' 1J'-1' 13'-4• 14'-3' 45 1J'-1' 13'-1• 45 14•-3- t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12--5" 12'-8' IS-r 50 12--S' 12'-5' 50 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSW/FLOOR/COLING MOUNTINGS: 55 11'-10' 11'-10' 12'-1' 12'-11" 55 11'-10' 11'-10' 55 11'-t1" SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11•-4' 11'-r 12'-4' 60 11'-4" 11'-4' 60 10-2 f0'-11' NOTE ISS. SHEET 5. RATING; 65 t0'-10' to'-10' 11'-1' 11•-11' 65 10'-10- 10'-10- 65 9'-S- 10'-1' DETERMINE: 1�+- MAX. SPAN FOR WALL MWNTING INSTALLATIONS.70 t0'-6" IW-61 Io'-Ir 11•-5- 70 10'-6' 10'-6' 70 a*-9_ 9-4" L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 Io'-1• 10-1' 10'-4" 11'-1' 75 10'-1' 10'-1' 75 - 8'-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' 9-10' 10•-0' 10-9- BO 9'-t0' 9•-10' SPAN -L+"OR l-"AND MAXIMUM AS.O. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9-6' 91-6- 9'-9' 10'-5' 85 9'-6' 9'-6' PRESSURE TMTNG FOR INSTALLATIONS INTO CONCRFTE RATING: 90 9'-J- 9'-3- 9'-S- 10'-1' 90 9'-3' 9'-3- OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: DETERMINE: 95 9'-0' 6'-9" 9'-Y 9•-10' 95 V-3- 8•-9" 1- CONNECTIONS TO KEYSTONE MOUNTING U-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9' 6'-4' 9'-0' -10 95 W-9' W-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 8'-7- r-11" W-9" 9'-4" 105 W-7' 7'-11" 110 8'-4' 7-7" 8'-7- 9'-Y 110 8'-4- r-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 B-2" 7-3' 6'-4- W-11• 115 V_r r-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 71+-, "L2+'. 11-"AND 'L2-' 120 8-0' 6'-11" S--2" 8'-9- 120 6'-o- W-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 8'-8' 8'-0' 6--5' 125 7'-10- 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 r-8• 6'-5" 7'-10' s'-1' 130 T-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7' 6'-2' r-9' r-9- 135 r-r r-r WIND ZONE SPACING. 140 7'-5' W-11" r-r 7'-6' 140 7'-5• 5'-11• ASTM E-1996 SEPARATION 145 7'-3' 5•-9- r-5' 7'-3' 145 7'-3' W-9' TO GLASS 150 7'-2- S'-7' r-4- 7'-0' 150 7'-2- V-Y 155 r-o" 5'-5' r-Y V-9• 155 T-0• 5'-5- 1 I HHU 3 1., 160 6•-11" 5'-2' r-1' W-7- 160 W-11- 5'-2• 165 W-10- 5'-1' 7'-0" W-4- 165 W-10' 5-1- 170 6'-9- 4'-11- 6'-11' W-2' 170 4'-11- 175 6--Y 4'-9- 6'-9' 6'-0' 175 6'-7- 4'-9- 180 6'-6• 4'-6- 61-W W-10- 160 6•_6- 4'_8- ,1 H V BLADE 185 6'-5• 4'-6- 6'-Y 5'-8- 185 6'-5• 4'-6' __190 6'-4' 4•-S' 6'-8- S'-6" 190 W-4" 195 6'-3' 4'-3' W-5' S'-5' 195 6'-3' V-3' 200 6'-2' 4'-2' 6'-4' S'-J' 200 6'-2• 4'-2' 4'-1' W-3" s'-1• 205 6'-t" Y "%.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone , 02017 TILTEC4 N ©2017 EASTERN METAL SUPPLY, INC. JCENSF' BERTHA TM ' IL E co1N�. A.S.S.A. Accordion Shutter System *; H.V. BLADE/Lt W/CR W/0 H.V.WNOOAT BLADE �T•, �yj#/n� TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems E,.N DExIs1aN DA1[ DRAWN IF+:MLIXY. LG. r^4C U� ,f Q X� Association, Inc. I OLD 15-085 /27 11 DATE: 07/27/17 [y AA 6335 M.A.]4N.51., S .JOS. one VWGNA GNi0E3N5,FLOP"331 4268 Westroads Dave 2 Ph :(305)071-1530.FR.:(305)871-1531 DRAWING No d -Awa:tilt—GI West Palm Beach, FL 33407 3 SLS�ONAL EN�\'I EB-0006719 17-107 WALTER A-ILLT Jr. P.E. FLORIDA Li. 1 44167 5 SHEET P.E. SEAL/S1GbA'TURE/DATE 6 11 OF 20 _ _ . 811111 ����ceooc©©aaaaveoa00000000a000000000000aa0000aaooaoa000000 acacc©coccco©©caeoe©ca000acoav®000©000c0000000000v0000000 acccaococ000e©cec000a�eo®oe000e©000000c000©oaocoao©ooa000 occcocccc®cccececec�oec©coo©®�c�c©ccevcccoc©ooe0000000coo ©ccccccccccccecccoccc000eccco©o©coc©®vc®©eac©ococoo©coe©v . :�cOccccCGOcccccCccccc0ccc�c®c8c08©CaOececeG©DDDOc©c90BODE o ccccccccacccccccccccccoccccccccacoccocccecaccaec©coe©ceo ° -occcocccocococccoc000vccccccccccaooccoccaococoocoecccoccc R ,: ®aoc0000000000000000000000000000000000000000000000000000 - cccc©oacaooaoc000000000000000000000a0000000000000000a000 a00000000©coa©oc©ooa000c00000000000000aa0000a000000000aoo •� 0000c0000®ooc©ca00000©vv®oeaao©ococc000000000000000000000 - c0000c000coo®oaoocco©vv®acaoo®000000000000a000000000000a R - ABB99B8899BB9BB9C8BBOB890B80090806C�©BC90000000000000000 " ' � � - ABBABBABAABAAABA®A8B9BB80B®®OB9BOBB808©9880008®D000o0000 -�a000B000080800080080000BABB890089B9B®BA9C0�90089�BCB�009 - oa00000000000000000000aa000000000aoa000�oa000aa�00000000 eaooa0000000000000000000000000c00000a0000a0000000000a000a 8 a00000ac00000c00000000a00000c00000000aooa000000000000000 w oca00000c®oocco®©00000c00000000aaa00000000aoaa00000aoa000 = ©acccococoocc®000ecea00000©000000000coc0000000000000000an �99BBB8089BBB�BBACB98�B�9CB©©000ao©oocoaoaooa000000000000 ' � �OBBABABBBBBBBBABBBBB8888B9B9AOB990B980BE19®B�0000000000000 `' " _ -�BB88000880000BB800BBBBBBBBB6988B90�909900990089®BOBBBOE' - ��ooacocaoaac©coc©000000000000000000000000000000000aa00000�� : ,�_ _ _ r- e0000caccoc000c©oocc00000000000000000000a000000000000aao�, . eoaoococcoa00000cococoo©ooaa000000000a000000a000aooa000at A00000000000ccoccc000aooacooecoc000000000000000000000aoaao - �. . = -©a0000accocooa000caoococcacac0000a00000000aoa000000000000 .., �a88B8898BBB88B6B9698B9B9A89989BBBBB9B966000000000000o0oG �ABBAABBAABBBBBBBBABABAAAABBBB88ABABAABAAB88BBBBA00000000 �a�000accoe©a©00000000000a00000000000000000000000000000000 oc0000cooaao©®oc000000000000000000c0000000000a0000000000 - acoocaoc000ccocoo©©coe©ac000000a0000000aoa0000a000a000000 .� ococooa000cccoococ000c000®®®v©ooca0000000000c000a00000000 ©ococ0000c000000coac0000cc000c0000a00000aa0000a0000000000 DAB99899A09BA9BB9BBBAABBBBBBBAB9B89ABA90Bo000000000000000 ' .° �09B999B9098BBA99BBB999B8999B9B9BB99BB9BB99BB9BB9B9B999B9A �o�c©c000ca0000aoo�000a0000aa000000000000aa000000000000aoo - -caoaca®a©oaa000000000000000000acoa000000a000000ca0000000 - ccoac000ca©a©e000co�00000000a000aoa0000a000000000000000a �w�oc00000000coc000caa®®©©vv©oocA©000000000000000a000000a000 ©cooccc0000ccocaooc0000©v©oca000©0000000a0000000a00000000 - A99ABBBBBBBB90BBB99BB9BA08B80©©O�OC��0��000000oG00000000 ° A - A9999998988BA99B989989989998B8B6B9999B9B98BB9B9B9BB8�B9A MAXIMUM ANCHOR* SPACING Ln) SCHEDULE FOR A GIVEN MAX_ SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRFTF OR CONCRETE BLOCK INSIALLATKNIS ISLE MOUNTINGS E.G.A H ON SHEETS 6!7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCFETE/OONCRM BLOCK POIRRD DOOM= (A) TO EXISTING POURED CONCRETE(Min. F c - 3 ksi) MAXIMUM (K)WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING - 1/4'9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. rc- 3 ksi) SPAN ANCHORS SPACIN•J.LgLW - 1/4'0 a 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. /'c= 3 kW) (0) kSD.BESW NIWNE PFMJE IgiNO .DMM OWME PISMIRE RUM &SA DMIN WGAIME PRIMAS RA1916 TAPCON� - 1/49 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min.Fc - 2 ksi) JO _ 60 75 90 120 160 205 3o M 60 75 110 120 160 205 30 40 60 75 90 120 t60 205 TAPCON WITH ADVANCED - 1/4"9 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY _ 3 12 1 9 • a 6 /4 IZ t 0 6 6 14 12 t0 9 e 6 6 THREAON WITH TECHNOLOGY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3•-0 14 12 10 9 0 e a 6 14 12 10 9 8 • 6 6 14 12 10 9 a e e a (Min.1't-3 Mai) ALL POINTS SOLID-PET R 14 +: 10 9 e e 8 6 14 12 10 9 e e- e 6 /4 12 10 9 0 0 6 s BLUE TAP W/CAP NOTES: 14 12 10 9 • • 8 7 14 12 10 9 a 8 a 6 14 12 10 9 8 0 6 6 AL1)MINIMUM FMREOMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 6 7 5.5 15 14 12 10 9 0 0 6 a 14 12 10 9 0 e e 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0• 14 12 10 9 8 e 6 a 14 12 10 9 6 a 6 6 14 12 10 ii • a e _33- 14 12 10 9 0 a 6 4 14 12 10 9 8 e e 4.5 14 12 10 9 8 6 4 33 AL2) MINIMUM EMBEDMENT OF 1/4Y A 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 6 6 4.5 14 12 10 9 8 • 6 5.5 14 12 10 9 6 0 8 43 INTO STUCCO SHALL BE PERMITTED. 1/4.9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 53 33 - 14 12 10 9 0 8 6 S 14 12 10 9 a 7 53 ♦ *SEE LNRATXINS a usE FTM EXIST.AND 1'MINIMUM FOR MALLS WITH NO STUCCO. 1♦ 12 10 9 • 0 6 8 14 12 10 9 8 9 0 Al 1♦ 12 10 9 a 0 6 {.5 MAGE to ON SHEEP 19 5'-0• 14 12 10 9 e 7 4 - 14 12 10 9 6 6.5 S 33 11 12 10 a ss 3 33 3 AL3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 1{ 12 10 9 0 e 6 4.5 14 12 10 9 8 6 4.a .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.517.5 6.5 4.5 - - 1{ 12 10 9 0 7.S 5.5 4 14 12 10 9 6 6 4.5 33 NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR FIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 6 0 6 - 14 12 10 0 0 0 6 5 14 12 10 9 0 63 5 33 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 0 73 5.5 3 - 1{ 12 10 53 7 33 4 3 t4 12 8 411_515Z 4 3 14 12 10 9 0 6 - - 14 12 10 9 8 63 S 75 1{ 12 10 e3 • 5 { - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 1! 0.S ! 3 - 14 12 10 9 8 6.5 4.S 3.5 14 12 10 6 7 5 4 3 - 1/4"9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED TTY I.T.W.BUILDEX. 14 12 a 9 • 8 - - 14 12 10 9 8 . . 4 14 12 10 9 73 93 4 3 - 1/4'8 r 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT @ SPECIALTY COMPANY. 7'-0• - I/4"9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 t2 10 8 63 4 - - 14 12 9 73 a 43 33 - 14 0.5 7 5.5 4.5 35 - - _ 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT B SPECIALTY 14 12 10 63 7 4 - - 14 12 10 9 73 S.5 4 - 14 12 9 7 73 45 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENOM REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 11 71 7 53 43 - 14 12 10 9 73 S3 4 l4 12 9 7 6 1.5 J 8'-0• 14 12 10 9 8 11e - - 14 12 10 9 8 6 4 - 14 12 10 0 6.5 5 33 - NOTES: 14 12 0.S 7 S.S J - - 14 12 0 63 s.5 1 3 - 2.5 93 6 S 1 J - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON t4 12 0.5 73 0 14 12 93 a 63 5 14 12 a 6 0.S 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. I7 A5 a.5 S J3 - - 14 12 10 0 e3 3 14 12 8 0.5 5 4 9,_O. 1{ 12 10 t a - - - 14 /2 10 9 73 43 - - 14 12 63 7 S.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'9 r 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 11 13 7.5 6 ♦ - 14 11 7 5.5 S 3.5 - 11 5 5.5 4.513.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 0 f.5 4.5 - - 14 12 a3 7 5.5 ♦ 14 03 7 53 6 43 - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 13 e3 53 4 - 14 12 9 7 6 4,51- 14 11 7 0.5 43 33 - 10'-0. 14 12 10 9 7.6 - - - 14 12 10 8 0.5 5 - - 14 12 e e 6 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 103 7 6 3.5 - - 13 9.3 63 5 4 3 - 10 73 5 4 7 ANCHORS SLMLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 73 33 - - U 1.5 9 6 S 4 12.1.5 03 6 5 ♦ 4 NOTES EL)$B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 03 8 5 - 14 12 0 0.5 53 4 3 10 83 5 ♦ 3 _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 43 - 4 03 7 S3 {.5 33 2.5 93 S - 12 9 6 4.5 4 3 7 43 33 3 _ _ _ (C) ANCHORS SHALL BE INSTALLED FDIlOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 1♦ 0.S 7 5.5 4.S - - .5 83 53 43 7a - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 N - - - - - 14 13 7.5 6 S - - 2 9 a N 4 12•_0. 14 12 10 - - - - - is 12 8 63 S.S - - ] 10 63 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1.5 83 43 - 11 a 53 4 13 - e 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR F.D. LESS THAN THE NOICATEO,REDUCE ANCHOR SPACING ]3 93 6 - - - - - t3 93 6.5 5 4 - - 3 0 5 4 - - - - W MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 63 - - I4 O.5 7 55 43 - 1 0.S 33 43 33 - _ _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - - 14 1.5 73 6 5 - - 2 9 6 43 4 - - - FACTOR OS 6 - - - - - - 10 7.5 5 4 3 - - .5 53 4 3 - - - - ACTUAL EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLD SET BLUE TAP W CAP TAPPER + 23 0.s - - - - - - 12 9 6 4.5 4 - - .s 7 S 4 - - - - OICTANCE THREADFORM TECHNOLOGY / MIN.SPACING /3 9.5 63 5 - - - .5 73 S 4 - - - - HV BLADE OR ED MIN. SPACING = 3' MIN.SPACING- 3' MIN.SPACING=3 1/2" MIN.SPACING-3' 3 3/4' 4" 14 12 - - - - - - 14 10.5 7 &5 - - - 1 &S 3.3 4314'-0. 10 73 - - - - - - 9 7 43 33 - - - S 33 - - - - HV B D W POURED CONCRETE Nt POUR D 00 0 OOEgpplPOURED CONCRETE a POURED CONCRETE Nk POUED 1�tE aaNOEh BOO(1.5 a - - - - - - 11 5 53 43 - - - L5 ♦3 - - - - - HV WINDOW CONCRETE BLOCK MK ED z3 1 MK EA-2 1/2 CONCRETE BLOCK CONCRETE BLOCK M6L E0.-S 1/2'It1 EA•21/2'YN.TE BL �• RETESMN EDcr TEBL73 - - - - - - - 1196 - - - - 3 7 43 - - - - - r 1.0 OAO 1.0 0.78 1.0 0.04 1.0 s._o 14 - - - - - - - 33 ,o &5 - - - - .5 e s - _ _ _ BLADE WORKING2 t oet to _ - 067 1A9 - - - - - - - 0.s 6.s3 5 3 _ _ _ IN UNISON10 0.5 6 s 3 6 4 Y - 0.71 -IS 0.S 9.5 - - - - 65 4s - - - - - 1 �/a - OA1 - - - 0.4314 _ _ _ _ _ _ _ 23 93 6 _ _ _ _ 0 73 5 _ _ _ _ _ . 0.35 ♦ - - - - C5 3 - - - - - 9.5 - - - - - - - 93 7 S - - - - 6 1 4 - - - - LORIDA BUILDING CODE(Non Nigh Velocity Hurricane one A�411t�T��•.• •••T//� -- 02017 771TEC0,INC. ©2017 EASTERN METAL SUPPLY, INC. �tC Elys':'„ - BERTHA HVT. A SS A Accordion Shutter System *; 0 1 L E C O t N C. . . . . H,V. (*LADE X11 W/OR W/b KV.WINWN HIDE l & American Shutter Systems a,,N DESCRIPTION DATE DRAW Or. LC. TICCIT TESTING ENGINEERING COMPANY �O••• �OF, T ^ T 6755 N.W.36N.St.Sb.305,WRGPM GARODM FLORIDA 331 268AssW st(on, Inc.Dri1 OLD 1s-o95D7/27/17DATE: 07/27/17 !" : Phone:(305)871-1530.Far:(305)971-1531 4268 Westroads Drive 2 DRAWING No •.ORIDA,.• 4744 LLL! •-^ EB hlo+oo67,9West Palm Beach, FL 33407 3 WALTER A.TIN Jr.P.E. 4 �_ O� �o� NN� / FLORIDA LJc.1 44167 5 SHEET P.E..SH+ AT47R� DATE 6 d C O ^ N y +n O .o i �� o z o _� ! a� t Mill o� cmOaa � J a In Z 1 p Z W +cu, <= o �p Zn OWa� 1 . 1 Q o Z< EX 9 C 2Ow =ZILx Q �U?n N C O O W W U_m �9 in N j` U LL K NIU N NU >OO! 00 u O J 0 W 7 O g o N j • O y m `033N/41`zw N o3 E O 116 o a N E 3 4 r r q z „ a i un = V 1` Z ��o N N n H v n n n n n.. I n n l l a n l l a l l l a l l l l l l ♦ I I I I I I I I I n I I I T l l l l l l O W is■ �3 45 i Y j 'r n g q q q N.n H T N♦ n q . 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EACH SECTION ON SHEENS 16 3 17. -SPRUCE PINE FIR NORM W/6-0.43(N.O.S.) IXCEPIION:SEF NOTE 2 BELOW. -SPRUCE PINE IDR SOUTH W/G-0.36(N.0.5.) -MIN. 1/2'COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FODUYWM ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111F `P�. ,.,.., �N 02017 TILTECO•INC. 02017 FISTERN 4EIAL SUPPLY, INC �; ....... . ENS*.,%-s BER A TM A,S,S,A. Accordion Shutter System H.V. BLADE #'1 W/OR W/b KV.VOWN BIAaE American Shutter Systems Ey.N DESCRIPTION OAK DRAM eY, LC TILLIT TESTING k ENGINEERING COMPANY '�•1. * ' Association, Inc. I OLD 15-085 V/V/llDANE: 07/27/17 0 •• �. 1! 6355 N.W.36N.ISL.SW.305.MRCINIA GARDENS.RORCA 3316 1 Phone (305)071-1530.Fox: (305)871 1531 4268 Westroods Drive 2 DRAWING No _ =•a 111 •-6+ea:1at•eeoad.wrh West Palm Beach, FI 33407 3 ss/ONAL E �IRIIFF WALTER A TRL/r719r.P.E. 4 17-107 7-1O7 FLORIDA L<.f 44167 5 SHEET P-E. SEAE/3"AlI RE/DAZE 6 13 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & a HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN + WITH WALL FINISH LIMITEDBE 1/4Y TAPCON OR A.S.D. ,DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)do WORKING IN UNISON TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY - I/4'•TAPCON OR I - I. TAP',",p%. ON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" in PENETRATION r -Z--- OF THREADED AREA TO 1 W/ 1 1/2'Wn.PENETRATION OF THREADED AREA TO EXISTING F \ EXISTING WOOD HEADER. -• - W000 HEADER. (SEE SCHEDULE ON SHEET 15) WK SEPARATION1 t OR(0 (SEE SCHEDULE ON SHEET 15) I - TO GILM(SEE "=IX4 1/4'•-20.3/4'S.S.MACHINE SCHEDULE ON 9tET � SCREWS W/ 1/4'-20 NUTS I1 FOR 6VOE(DAND ON SHEET 19 F R� O 12"O.C.Min. E%1511NC { BIIOES m\ GLASS-'H z. I, aR 1 -,-s-iHEADER REQUIRED OORI �EXISTING I HE13•`I 1/+"4 TAPCON OR TAPCON WITH ADVANCED W.SEPARATION I I I THREADFORM TECHNOLOGY W/ 1 1/2- EXISTING Min. PENETRATION OF THREADED AREA TO �.__ R. SD�aE�(� T EXISTING r MIN. SEPARATION TO GLASS I SEfTISCHEDUNG OLEO ON SHEET 15 11 FOR a"0N0 (SEE SCHEDULE ON SHEET 11) ( ) { ON S/EIET 19 FOR CJL�y ---- --- 2'.4 CONT. SILL 1 9i�(D h a � PLATE REO'D. ON HV WALL HEADER INSTALLATION O �HV WALL HEADER INSTALLATION I I ( , I MW. SEPARATION TO GLASS I MIN.SEPARATION TO GLASS t a-�. E7nsnNc /E~--(SEE SCHEDULE ON SHEET 11) 1 �(sEE SCHEDULE ON SHEET 11)- 2'X4 MIN.SEPARATION TO GLASS I I t GLASY E�DIAA5---1 j (SEE SCHEDULE ON SHEET 11) { WOOD PLATE I { 1/4-0-20x3/4-X3/4'S.S. aEDo. M �1/4-0-20X3/4'S.S. { L7SING /a�'REWS 2NUTs I 1 i , LTJ l MACHINE stSlEws w/ I 1 O 12'O.C. I I '1/4'-20 NUTS O 12' 1 7 FRESH O.C. OR@ 1 Lw 1® 1 oR 1 2".4"CONT. F147 WOOD PLATE I• O REO'0. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/Y 2'.4'CONT. Min.PENETRATION OF THREADED AREA TO _ L '-SILL PLATE I 1 EXISTING WOOD HEADER. 1/4"4 TAPCON OR TAPCON WITH ADVANCED - I 1 THREADFORM TECHNOLOGY W/ 1/2" - -`\-'- --- ---- 1/4'•N WITHPCON I-SE REOb. (SEF SCHEDULE ON SHEET 15) NwI.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED t-SEE SHEET 4 FOR NYPICAL SEE SCHEDULE ON SHEET 1S YMl CO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. - -y I -WALL ---- ( ) EXISTING MIN. 2".4" I PLYWOOD RE0�0. W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CM BE - STUDS O 16 O.C. MAX THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MMI.COX PLYWOOD REO-0. REQ'D. PLYWOOD TO BE wAt1 (SEE SCHEDULE ON SHEET 15) SUIT MY INSTALLATION. HV WALL SILL INSTALLATION `-EXISTING MIN. 2".i SIUOS O 16'O.C. MAX. REO'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH wrH secnaN z3o8 of THE Fe.c SECTION 2308 OF THE ©HV WALLSILL INSTALLATION •SEE LNIIIATIONS OF u, a ©HV WALL SILL INSTALLATION F.B.C. BLADE(1y ON SHEET .(ecAAAii„�T FLORIDA BUILDING CODE Non High Velocity Hurricane tone IHIHI ``C 7 02017 MTECO,INC. 2017 EASTERN METAL SUPPLY, INC. 4H, yip ,..........kliT BERTHA H TM ENS .. A • IL E C O �Nc. ,SAccordion Shutter System #: � SA rLv. asDE#t w/OR w/o N.v. NANDOM/WIDE /� TILLIT TESTING h ENGINEERING COMPANY American Shutter Inc.SfOm3 ,,,,, IUTT „�: L.G. ��. A * ' Association, n 1 OLD 15-085 7/27/1 1AIE: 07/27/1 6}55 N.W.]CIN.51,5`•..705.MRGNIA C-Oft"s.7O 111 Plane:(30571-1530.Fa.:(305)871-'531 4268 Westroads Drive = DRAWING No =`►�sOAIDAs.•�_ 5'4IA •-�e ;It” a..om West Palm Reach, FL 33407 ` �O•'» HIT WALTER A.TMln Jr. P.E. �- O� jjt / FLORIDA K./44167 ` SHEET OF 20 P.E I,0-„'1 D DATE 16 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE(11) ONLY SHALLMI sf. 1 0 MAX WALL FINISH SPAN do DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON ( 1/4'4 TAPCON OR 0-- 0 2"MIN.- -- TAPCON WITH ADVANCED418•(Min.)EXISTING --I-- >/ 7HREADEOFtM TECHNOLOGY WOOD BEAM REQUIRED. EDGE (IF APPLICABLE) ' STRUCTURAL ADEQUACY - T W/ 1 1/2'Min. PENETRATION 1/4 0-20x3/4"S.S. OF EXDSTING WOOD BEAN -- OF THREADED MEA TO 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. _ _ _ EXISTING WOOD SEE SCHEDULE ON SHEET 15 y'"' MACHINE SCREWS REGISTERED ENGINECR OR ( ) W/ 1/4-20 NUTS ARCHITECT PRIOR TO -_EQ-'`'ILEO—- .- ---- - _- TRUSSES OR W- rht9 ,--EQ--{-E o 12"o.C. SHUTTER INSTALLATION. 1/2' T/'1• RAFTER o 2i — — O.C.REQUIRED • OR A1/4Y TAPCON OR _ �' L•`xf TAPCON WITH ADVANCED EXISTING SOFFIT H �L .257• THREADFORM TECHNOLOGY 3/4'Moe. TM(. Moe. W 1 1/2-Min.PENETRATION E ll I I / / E EO 114.3/4• 'e4'et/8"CONT.ALUM.TUBE OF THREADED AREA TO S.M.S (Fi063-T6 ALLOY)W/ I °' ;;, OPTIOFNL EXISTING WOOD HEADER. %� O 6.O.C. 3)5/16"0 LAG SCREWS TO (SEE SCHEDULE ON STffEi 15) Lot 1© Or 1$ t OF ©Or © EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT +•`. MIOWIDTH OF EXISTING WOOD pt15T1NG MIN 2"a/" t MEMBER. (2"Min. NOMNAL EXISTIGl.MS HEADER REO'D MIN. SEPARATION TO GLASS CPEN HOLE AT EACH- WIDTH) TI 2'yin. ! (SEE SCHEDULE ON SHEET S EXISTING STUD TO ACCEPT PEiEETRATgN OF THREADED OlASS� 5/16'0 LAG SCREW 'S AREAL VAUD FOR I '� AT CENTER OF TUBE. 3 INSTAL-ATIONS WITH 72ps/ N 1 I Msalvo" � • MATT.AS.D. DESIGN LOAD AND OS HV WALL HEADER INSTALLATION S01p4aLc�E M SHEET EXISTING 0 LAS'S aSTA PAN THs GLASS TING A TAN`S(YL 9'-0*.MA MAX.. IS ONLY VALID It FOR RADE OW N OR ®� 1�a��+o I FOR WOOD W/MIN.SPECIFIC M 51FIT 19 TOR d SHEET 19 TGA GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FDR TYPICAL SHUTTER ASSEMBLY �� 9ARSml® I 9ARS m!® OR®• FIR UAL. N PINE No. 7 2-MOUNTING SECTIONS CAN BE COMBINED ! T %HV CEILING INSTALLATION IN ANY WAY TO SUR ANY INSTALLATION (U)HV CEILING I MN 9➢NWMM ro STDs(TEE OR I Mw. I I MIN. SEPARATION TO GLASS ESE D 1 SEPARATION I I (SEE SCHEDULE ON SHEET 11)-- EX. I �m�f11 (sEroscTSLE I I 1 EXISTIN 1 \' ION SHEET 11) I I ! 1111 I I I I IAANCHOR LTERNATEI I EXISTINGWALL— I I I M( (1111511/ I I `' II LOCADON (110x3/4•HEX CLASS 1 I I I 2'x6"MIN W MT T/4• ©4 - --- 3/5 WASHER HEAD TEK DECK REQUIRED Moe. SCREWS o 12'o.t (NO FINISH 3 OR K RE MIN. WOOD ALLOWED) DECK REQUIRED(NO —�' FINISH ALLOWED) _ EDGE OF OE 2 1 DE l -EDGE OF DECK EO DECK IF IF APPLICABLE IF APPLICABLE - MPUCIF E — \ i 1/4.0-20x3/4"S.S. _ 1/4.0 TAPCON OR Yin. PHILLIPS TRUSS HEAD 2 -- '-- - TAPCON WITH ADVANCED MACHINE SCREWS J 1/4.0 TAPCON OR TAPCON WITH ADVANCED _ 2'x4'CONT I THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS J THREADFORM TECHNOLOGY W/ 1 1/2�Yin. -—2 MIN. SILL PLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2"MRL.- --1 PENETRATION OF THREADED W/ 1 1/2"Mn. PENETRATION O 12 O.C. REO'D. OF THREADFO MEAL TO TECHNOLOGY W/ 1 1/2'yin.PENLTRATAN OF THREADED AREA To EXISTING WOOD HEADER. (SEE — EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) uy �pp$�a ASE FOR C,HV WALK—OVER INSTALLATION O DEE HV WALL SILL INSTALLATION tfT"6NlQ�,9 C HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane tone 0011, •,• ............ �,. 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC..•1% BERTHA H TM IL E C O �N�. A■S■S.A. Accordion Shutter System 3 H.V. 0"#1 W/OR W/O H.V. WINDOW HARE American Shutter Systems 1A * TILLIT TESTING R ENGINEERING COMPANY Y Ev " oEscRrmN oA'Tc DRAWN ar: Lc. Q , ISMS N.W.36M.St..SH.305,WRCIA4 CMmEM.FLORIDA 331 Association, Ina 1 OLD 15-x85 7/27/i ATE: 07/27/t7 Plane (305)071-1530.Faa:(305)871-1531 4268 Westroads Drive z DRAWING No S�0••.....•••'6O 4d .-I-to .com West Palm Beach, FL 33407 3 17-107 7-1O7 NAL EN • ,•AF WALTER A MUT Jr.P.E. 4 FLORIDA lit. 44167 5 SHEET P.E. SEN./SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO Vx4" MIN WOOD STUDS 2'.4'MN.-I SN05 RED-. r.4•yN,lgpp 2'.4'NN. SKIDS REO'D. MODO 571105. X'% 1/.'.iMTGI IAS w•au�ac) / waXXt.6'OC. 211'ST \ / "ll/TL". jj WOW mos. \ / sruDS.III I (ws APRun ac) t�/f�E' m III,/ 1\ / EX151Xn GA55 I'1 70 ZZ i N0 / I, St1106 ID95T —EXIs1NIG QASS- .-ExSiv.G G1A55 1 / [XKTIID GAA l 1) Tld 1/2'w.WX TO MS9(4E .R.STiRw10N tXn SETYM110v ro a,m(SfE PLY4000. so6wE d vaET tEa a m,vo t/t6•.s• .- �J fd a.•a Two ro w s(s0: P/r Yu.cox- ro awA(vs a 99EI 19 I"M (6D6]-T6 CORT. d 9EET 19 ffli A]EAIE d 9) vND:q. 50901.1E d SI9ET ,ate 1/]•MM COX f029wE SMO �/� RA BII0.Qwtt AEW.QOSER M1MaOD. 9�D6 ed 9@11 19 iIIt d 9EET 19 fOR •rE PLVE(lLAT EMIERg/Gp�1EE, t/2•IS MD. 4mE m � e1ORSEE OETAR X FOR i ORSEE DErwf 7 ' '©. / mE T. 0NRAaa -0-©O-E�•®- s°E`rTo""ECM"°" °•i3-®•°-0•p^ @-0-0-00-0-0- END ®•°-®Cs-O•p- END CONNECTION DETAIL® END CONNECTION DETAIL END CONNECTION DETAIL 9 END CONNECTION DETAIL EWSTNG •RELI.fWD ORLI'f01 SPANS C16AlER 111111 t]'0' YN'YIf.A /4'1 TAPDOn ANCPORS ] �� snDS RWb W/]]/2•]nn. /.•. W/ wan /1a1/Y SIES. EX LASS PDONAinN a tr 0.0 /2•— .te 0.G ux � PAaRATnN.12.M. ro a a(a0: 4 ♦ SEE UM A71DN5 OF USE FOR w 50•wahnau 1/2•YN. 4 ro OAs(SfE _ g1dRS _ BLADE i ON SHEET 19 d� a:S 19'iR faKc.DAfo 1 -;� 19AO6:De� a.o9MIlll1."DR qr.. - 6 oR BOoR�OR ��3 (3-lV 70-C}®f3 9au P6a r.4 w.ROW wu -�-6J 07.60419 ®- ©D"V�°""©cnll� VIEW -'�9`•°-®.�-©•®- stuns REo•D. -J Fa16NJ _, .°., ,0,©-©- DETAIL END CONNECTION DETAIL ® END CONNECTION DETAIL 12 fe/////...... FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,flt,�Q�'••,......,,• ��•= 02017 TILTEca.INC. 02017 EASTERN METAL SUPPLY, INC. ��Pr \CEN ✓ BERTHA HV TM '\ � � sF •'•� ' Accordion Shutter System A.S.S.A. ' KV. aaoE Z1 w/OR w/o H.v.1MNDGN EiAOE �� ••* TILLIT TESTING & ENGINEERING COMPANY Amorican Shutter Systems REV.N DEscRIPTIDN DATE DRAWN BY. Lc O'•.• ,• 6375 N.«.36M.SIL SUI.705.VIRGINIA GoVVENS.FLORIDA 331 Association, Inc. I OLD 15-085 7/27/1 M7E: D7/2)�17 •. Pl -:(305)871-1530.F0.:(705)871-1531 4268 Westroads ORlve 2 DRAWING No West Palm Beach, FL 33407 3 AL EN�'� ' EB-0006719 17-107 WALTER A.11.111 P.E. fLORSHEET P.E. SEAL/SIGNATURE/DATE OA 4c. "44167 5 6 18 OF 20 (AJC 1 -�^��°"l'J • GENERu LMRATIONS AND CONDTT10Nc OF USE FOR BERT1iA A G `1 ®•® Y WORKING IN (P 1 1.MAX.AS.o DESK.N PRESSURE RATING: ♦110, - 110 p.A.f. 2. MAX. SHUTTER SPAN:96. 3.ALLOWED MOUNTINGS A.D.G A H ON SHEETS 6.7:AS WELL AS MOUNTINGS M,0,T.U A W ON SHEETS 16 A 17. �N5) ONLYC�`ENTETtYATi,'Sr_'^n.'y' (BDTH W/ ON ARE ALLOWCASEEOPE GIR D WDH 1 OaOa N U4 aRg YU51 BE INCL ONLY A0 lA M n a CENfERWTE SIDE Or TYR.EA END • I 5.(A)HV WINDOW BLADE 1/ SHALL ONLY ALLOW A LNXIYUY OF 5 OPENINGS (3••HOLES) FOR aN PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX. 5 WINDOWS PPI ♦ OB)ANY 3'0 3ClEARANC�OFROy1 TOPSHALO�BOTTOM EDGE OF HV WINDOW BLADE 9 ALLOWED AT HV N µ� WINDOW BLADE 6c (C)FlRST OR VjS�T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HN WINZ BLADE 1 I ✓ri (H) WINDOW BLADE t MUST BE USED ALTERNATE TO A SOLID HV g117E0 y I THROUGHOUT WIDTH. SHUTTER'S Y? E G , p ♦♦ (E)C RM ENP SMALL ALWAYS BE INSTALLED ADJACENT 10 A SOLD NV BLACE�AT EITHER SIDE OF THEN. T (F)POLYCARBONATE HV WINDOW(9 SHALL BE INSTALLED 50 TABS FACE SEE END THE INTERIOR OF THE OPENING BEING PROTECTED.HN WIfIDOW MUST BE CONNECTION ♦ 8 ONLY INSTALLED ANO LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS - 3WV+ INC. 10& 18 TYR. b FULL HEIGHT. R 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME l 1 5gs BUILDINGS ON SHEET 15,AS LOURED BY SPAN AND DESIGN LOAD(SEE NOTES z P P t A 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR MSTAUMINS INTO POUNNED >� CONCRETE OR CONCRETE BLOCK WALL ON SHEENS 17 A 13 AS UMnED BY SPAN AND DESIGN LOAD(SEE NOTES 1 A 2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR TYR TOP A BOTTOM IREMEN75) W f Q^tW D HN`711� HAND 20NE MINWY SEPMATON TO G1A55 -- 'NUYITED WIDT•., til 1 TNRU 3 1• ELEVATION "`SfP.RAI ON O --- EXISTING(XASS SLE SCHEDULE ON "MT 11 FaR aA1i(); A 625• ---- - Aro ON THIS SHOT FOR BVOfS & OA ------- --- ---------- WOR W%0 (SEE NOTE 4 AI30VE) 13 PLAN TYPICALn HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ---- ,,NA�♦�a�r�s,.,. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �\GENSF••..L�9 ^-2, TLTICC. .NC ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. Accordion Shutter System 7 * FAV. BLADE#1 W/OR W/0 KV.WINDOW BLADE • Q; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ma DESCRIPTION DATE DRAWN BY: L.C. •'•, C(f SL.R<.365,NR4TMA GAIOFNS,FLORIDA]31E Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 �-•._ (no1nP: PNooe:(305)871-1530.Faa:(305)071-1531 4268 Westroads Drive z SS�ONa —di!tilt-000411I.com West Palm Beach, FL 33407 3 DRAWING No EB-06719 N '/—'07 �•�.� , WALTER A TIWT Jr.P.E. FLORIDA Lip./Kt67 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 OF 20 = 1 1/zA 0-03 -0 rR p VAR,ES INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 y2.000•Mo..r Cin GG-(6y0 GALV.STEEL 2 M.. 1 INTO METAL STUD WALLS * q '" �T � METAL STUDS AT 16.O.C. W 43b aJ 1/z•O 6.O.C. 4 4.00. 475- * 43d 1/4"e NOMINAL GENERAL UMIT41ONS AND CONDITIONS `" ALUMINUM SLEEVE ' I2 FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L, 3f+•6 1/4.0.035•IM=. 4,To 130 S= SYSTEM INSTALLATION TO METAL STUD WALLS COM.GLV.STEEL TRACK CNANMEL,,O 6.O.C. a 6.O.C. ASTM A-653 GRADE w�.c-so I �+ SEPARATION TO GLASS SCHEDULE N —3000-- cALVAN17Eo FASTENED TO ESW" 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 W/(7)/6.1/2-TEK SCREWS ON ' EX TING FINISH ,J n (Ps() _ ax INTERIOR t EXTERIOR FACE AS APPUCABLE 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE ASTM E-1996 SEPARATION 43< LENGTH + 11" IS _ I MIN. SEPARATION k 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXTING CLASS — To GLASS 43 1 f 4"0-20X3" BOLT (SEE SCHEDULE) �) a 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRu — 0 m WITH 21 ARRANGED A S METRICAL LAYOUT. MUST PENETRATE 3c 1" I e USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/.'.6 ,/4-.0.035-rHIOK MAn.' EXISTING FINISH INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF f.373' COM.GALV.STEEL TRACK CHANNEL,; �AS APPLICABLE CENTERMATE. n L 2� I- AS11M A-653 GRADE 40 16n.G-60 I i �- — , PI • GKVANIZED FASTENED TO STUDS i0 W/(7)/6.1/2-TEX SCREWS ON I 43c 1 43a 1 A10R II:EXTERIOR FAQ i e 6.O.C. `. 0 6'D.C. R 1/4"0-20 THREADS _ ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR O 1/4"0 ELCO CONSTRUCTION --- --- T/2' T2 ` q0 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB-LOK HD ,6•. 1 1/Y.0.035•THICK w I VARIES ® 6- O.C. Mi" ASTM A-e53 .0 2„ . , COMPONENTS METAL GALY.sTm ' IMS WALL HEADER/SILL INSTALLATION3/8 - IETAL STU05 AT 16.O.C. —EXISTING FINISH AS APPLICABLt SCALE ' VA (TYP.TOP h DOTTOM) 7 — ————— — — -- -� 1 J/4'w 6 7/�'w 0.035 THICK Min. ~ ZEKISTING GLASS _ _ _ GALV.STEEL TRACK CHANNEL 12 ASTM A-653 GRADE 10 Min. G-60 SYMME TRYCAL SYMMETRYCAL `; W/(2)I#6 FASTENED To STUDS - 430 43b 43c J w/(z)�6:1/Y TEK SCREWS ON CENTERMATES W/ CENTERMATES W/ ', I .. Miro GLASS vA2" RDERKM 3 EXTERIOR FACE EXTERIOR ACGESS SIDE INTERIOR ACCESS SIDE I (SEESf11EDULE) \b= ----------------------- ------ ---- --------------- ------- ---- -- --------------- --- � ---------------- --- ------------------- ------- 24 s•(tw.) IN 3 (6"Min.) IN l4 ----- - - - --------_ -- -- Q -------- - - ----- -- ----- -- — ---------------- --- - ---- ---- 1 21 2� 21 LOCA D AT T 2 -- HJ HEADER/SILL ENDS VIEW Y b -- ----------- � --- _---- ---L---------- - -- ------- ---- ----- ---- SIDE CONNECTION TO TRACK 4 1 s, 4•(ryP.) 3 �6.Min.) 24 / _.._6 1/7•(T7f*) - - -_ _7• _— -- -7 —. — - - - -h 1/2' UAX SLACK ** (Cont.) HYA BLADE SLACK DETAIL HVF HVC HY@ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,ITII�• Ttf A�i� Tip 1I, II ©2017 EASTERN METAL SUPPLY, INC. \\'1MMQytF cREN'`(,rd� : BER iM A S S A Accordion Shutter System 7 fT1 LE C 0 .N c. . . . . H.V. BLADE#1 W/OR W/0 H.V.WINDOW 870E // =•k TIUJT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESCRIPTKRI DATE 2 RA1e1 er: L-C. 3"A 5< 3M MRc.RI,GARDENS.FLORIDA 33, Association, Inc. o_D 1s-obs 7/27/1 PATE 07/27/17 .�.�� Ph— (305)871-1530.F•.:(305)671-1531 4268 Westroads Drive 7 DRAWING No OORrot,:`��,f\\ •-Inas ill•ea0ool.eom West Palm Beach, FL 33407 3 17-107 7_'07 ... �A .. . ,,r i,\ EB-0008TW719 E7�r� V WALTER A. T Jr.P.E. P.E. r EfDATE FLORIDALI<./44167 6 SHEET