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HomeMy WebLinkAboutProduct Approval q ,i.,z,‘„s,,,v::,-.,--;, ,,_,,r,l, ,_.7f;',-',-:„.44-'.:,' .::,:417-,:.'-,,,'.-- ,%,`:,, ,7,,,* '''''`V•'/".7,,--.)*'5V 4 cltAX. = Tftsr,ekselo,!t-,-".4, rautow.10#0*,00A:kiww-::- SCIS Horne /Log In I User Registration Hot Topics I Submit Surcharge ! Stats&Facts I Publications I FSC Staff I BCIS Site Map I Links I Search i Vida ' or tt1Product Approval .'USER:Public User . , iligfilaV Product Approval Menu>Product or Apolication Search>Application List>Application Detail • •''''' ''''''''*1 *:t'.rt't't, FL# L389-R9 Application Type • Code Version 2017 Application Status i•• • ,,. Comments Archived , 0 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com ' Authorized Signature Bill Feeley Irodriguez@easternmetal.com • Technical Representative Address/Phone/Email , . Quality Assurance Representative . , Address/Phone/Email . ..,...........) Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. 0 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 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 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 us VHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resis t:Yes Verified By: American Test Lab of South Florida Inc. Design Pressu 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,-11" Created by Independent Third Party:Yes 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 HV1 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 p.s.f. REPORT.PDF 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load 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 Bade INextl 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 notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 hem. Product Approval Accepts: GENERAL NOTES.: - --I. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H,V. BLADE #3 W/ OR W/0 H.V. WINDOW BLADE y3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (8th 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 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd'O.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7. 8 & 18. IN BY MULER TO VERIFY TIPLYING NG THEMTHE BY 060VE IN ORDERON, ULTIMATE TO COMPARE TESIGN THESE W/AD LOADS MAX. (4.5.0)DESIGNDPRESSUREASCE RATINGSSHALL DCATEDnONTSHEETSREDUCED 5,6,7S8.a0 BION WIND LOADS TABLE OF CONTENTS IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 501 USED IN THEIR REe 1: HV BL6.DES Ct) & () ANALYSIS. HOWEVER, A WIND LOAD DURATION FACTOR CDe1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. B BERTHA H.V.ACCORDION SHUTTER SrSIEM WITH H.V. BLADE #3 W/OR W/0 H.V. WINDOW BLADE #3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 -'�1 H.V. BLADE#3 #0403:01-08 WITH ADDENOUMS#3 & #3A;DATED 4/30/14,AS PER PROTOCOLS TAS 201, 202 &203 AND ASTM E-330,ASTM E-1888 AND E-1996 STANDARDS (MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL 0, WINO ZONES 1,2,3&4),0625.01-10(WITH ADDENDUM #2, DATED 4/30/14), 7220,01-10, 1209,01-10 & 0422.02-14, AS PER PROTOCOLS TAS-201,TAS 202&TAS-203. LARGE MISSILE. -(ii)H.V, BLADE #3 WORKING IN UNISON 611TH 8 H.V. WINDOW BLADE #3#0829.01-08 WITH ADDENDUM #2, DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203 AND ASTM 8-330,ASTM 8-1886 AND E-199B STANDARDS(MISSILE LEVEL D, WIND ZONES I, 2, 3 & 4), 'EA 2: Hy BLADE 'ND .V WI.'OW BLA,E (1 -IDH.V. BLADE #3 AND T M.V. WINDOW BLADE#3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHERE APPLICABLF) INDICATED ON SHEET B. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS3] ,l-5i, 35 CR ALTERNATE 6., SHALL BE AS INDICATED ON SHEETS 3& 4. USED A7 BLADE'S KNUCKLE.ACCORDION PINS j). USED AT HA DIRECT MAXIMUM SPAN TABLES, SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3, PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 K51 YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS UANUFACTURED 9Y APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE & BLOCK, SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS I-6 -CONCRETE& BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-16 ALLOY AND TEMPER,WITH Fy o 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 DISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10-METAL STUD SHEET 10A BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST. DETAILS W/NV CENTERMATES®&® SHEET 11 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AJSI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM WELD STRENGTH, INST. DETAILS W/HV'T"LOCK CENTERMATES®&® SHEET 12 6. SEE SHEETS 6&B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HD CENTERMATES ®&® SHEET 12 7.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779562. COMPONENTS OF THIS APPROVAL.ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 #5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS IW-6W -WOOD SHEET 14 INSTALLATION DETAILS 7W-TOW -WOOD SHEET 15 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. •REA 3: FLV WINDOW BLADE 0 ONLY 9. EACH UNIT MIDST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WAIANIIIG NOTE: [TURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTHERS. MUST ,•v PROPERLY CLOSE-ALL CENTERMATES AND ENGAGE OR LOCK ALA,LOCKS. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 TYPICAL SHUTTER ELEVATION SHEET 18 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709,8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH N.V.BLADE#3 W/OR W/O H.V.WINDOW BLADE #3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRODDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.E.D,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.o.WHERE THE SITE CONORIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE ODES NOT OEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (c)THIS P.E.D,.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (H)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA,REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.0.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 111E PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL RE.D.SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF T)1ETt�6 ENGINEER OF RECORD THAT PREPARED IT. i461 I�E FLORIDA BUILDING CODE (Hon High Velocity. Hurricane Zone) ,i. .0' \.10ENS' ✓ •' 02,317 TILTECO,INC. ®2017 EASTERN METAL SUPPLY.INC. r X0.4, ,� BERTHA HVTM 1 = IILIE G o iNc. A■s■S■a■ Accordion Shutter System N.V. BLADE#3 W/oR w/o FIV.W1NEON BADE American Shutter Systems Rn.Ka DESCRIPTION DATE DRAWN BY:LC 3 O � '(C,t TILLIT TESTING & ENGINEERING COMPANY 1 .N,.�••'•,Ot1'ILlt',.•'L 4(4,d 4355 11.W.3016 St.Sia 305,VIRGINIA GARDENS,FLORIDA 331IG Association, Inc. I CLD TN-COW 11/2,/1 DATE:07/20/17 =''''''1./ON V \�,L' Phone:(305)871-1530.Fa.:(J03)871-1531 4268 Westroods Drive DRAWING No $/ANAL Ew••' ` 'oU.en,eoCooLanm West Palm Beach, FL 33407 EB-0TRJJT Jr. 17-108 /r///' ''' WALTER A.7RLT JP.E. a P.E. SEAL/SIGNATURE/DATE FLORCA ua•9 44107 5 SHEET , I OF 18 0 1%4g 0.> .z e -1-Z-, 2 . z t.., i - Z 0•"'", _ . < unc-.) ce - -4)...Ni! •:, .51,91 ; gr.... Li,. I,. •a,,, .5 111 ce va Et pp 0 0° c,-,;\ril. C.* B 'at -1-1 '1/4.±) Fe 1 _I_ x 8 .5, 1 .•., V LI I • 03 [---> 17 rid Era- ...) 2 .-.67°' illiiitil Z< 6.7\a CO IC5 -.ocok.7..) r' ' -z ..., .1. > '"- LU 2-t• - cp s-, :,-, 0 3 0 at: 2 15,ci Z <6 *-• t. O (0 (.1, 0 0 °n CS 1.00. • I r 1 =. g i 2, co Z '-0 ‘. 5-6, 1 0 IT 0 R 1 91 & X 05 of i----g---1 e I. 10 0 i Ul --• 0 f.-1.03 es • 1 a''''' ,, . .,.. X •• o co 0 a) 1,1 • _ ... .;;;,- • • -7, = > te.= w r. NINJIHi 1,110 — CO 01) t '4g • ....C..,,.0 L.. 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RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. j j110,1/lis.4i i A, :tFR A k,''-t FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) `1L1.1%''.. ��s _ C2017 TILTECO.INC. 8 2017 EASTERN METAL.SUPPLY,INC. s !LIE C O BERTHA'F11/rM *' —'_ - ' • • / INC. \ A S•S A Accordion Shutter System ••- ■ ■ ■ ■ N.V. BLADE q3 W/CR W/O RV.WICOW BLADE#3- 1.g • American Shutter Systems REV.Na DESCRIPTION DATE OPAWN BY:LC. CZI:\ TIL UT TESTING SW. ENGINEERING COMPANY Association, Inc. '� "�•••",F,• N,_ •• "' 11` 5755 N.W.29V:.51., 705.NRpIP�GARDENS,FLOWN!3166 1 DIA IS-089 )7/7B/1" OI;TE:07/20/1) Phone:(305)871-1530.Fos (305)871-1531 4269 Westroads Drive 2 - sr •••• \�LILT o-mal:caeca®ool.wm West Palm Beach, FL 33407 7 DRAWING No ANAL EAG.II 6 8.TIL871D 17-108 WALTER A'TLLlff Jr.RE. / P.E. SEAL%SIGNATURE/DATE FLORIDA LW.4•4107 5 SHEET e - _ 3A OF 18 • 0> ©> p> p> > 1 °R®y)* 0# 0> 0> -O-®"®v®°^®-®r^O•®NOTES ON HV. HV "T" AND HO LOCKS AND CENTERMATES: aafllmminimmm7mou_I! iniimi_romonimm_r� almm___I VALID ONLY FOR INSTALLATIONS W/ •HV (1) BLADE ®"@�°^- i ® * APPLICATION W/ HV LOCKS�:A'2,ND CENTERMATES:�'�. �°AQ •�' ,�. 1.MANDATORY ON#10 ONE NV LOCK a'or(8 or CI SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY y r' AA �' SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156", AND FOR INSTALLATIONS AT ANY �I. --11 °R(1�:ORh� 19,OR ,col vM y / y III 11 I II ELEVATION EXCEPT fOR INSTALLATIONS INTO METAL STUDS. HV LOCK 9t`-9,1 of 5�°rC3 MAY BE VSED AS AN INSIDE OR �tm5-�l.. t1-1 12 OUTSIDE LOCK,ATTACHED TO(or i3 CENTERMATES W/(2) I/4"-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF y III /, t,� LOCK SHALL-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS k_6,•W/@LAND C�7 IS COMPLETELY OPTIONAL. •�' I ®, r°k...:83-0" �a�/,�.� °+ 2,yANDAT•BY CONDITION /2 FOR INSTALLATIONS INTO METAL STUDS: ONE HV LOCK 1�.si or(1§�or'Z�SHALL BE ®'I I b 1!-Y°"1J USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP SHUTTER SPAN G ,�, TO 156",AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK 5,or (SEE SCHEDULE `, I o ©or�'j7 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 1i)or+L4 CENTERMATES WI (2) 1/4"-20 x ON SHEET 5) 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE '�' III OF LOCKING RODS 6 W/2T OR �7T TOP AND BOTTOM IS COMPLETELY-MANDATORY. O I/2 OF SPUTTER SPAN I1 Iii FOR INSTALLATIONS 1Y/ r' 3. •A ORY CONOff{DN�3 COR KEYSTONE MOUN>fJNO MST •HSL ONE HV LOCK 15 or 16 or Ti SHALL BE (I)HV OR HD LOCKS OR I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i I MAY BE INSTALLED 12"ABOVE I TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR OR BELOW MIDSPAN OF I OUTSIDE LOCK.ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S: SHUTTER. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SEA W/27 ! I I -- — � OR 27A TOP ANO BOTTOM IS COMPLETELY MANDATORY. 4. • II'DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV _ __ LOCKS A I,L1 OR 1 .MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES C$' SEE END 1 �Iaa�Yi�Yiia liilda�aLiaal�6�aaa:ate aaaai OR 101 SHALL BE AS INDICATED ON NOTE(1) ABOVE. CONNECTION—I • �Ir3' �F1' �r,' 1n' �r3, �n� LOCATION OF LOCKS SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. DETAILS ON ©> 0) ©>O> O> O> III< 4>0> yr> 3v>`JY>1JY> SHEETS FULL 13 & T • OoRO3 OR 6 7 oR®- 1 I * APPLICATION W/ HV "T" LOCKS AND CENTERMATES:•16 7YP: cam HEIGHT. `-l1°J"R0* ®oR(i'#)OR®"®$OR QI i 1. SECONDATERIL/TE:TA LL�MDATORY C0NDrt1AN 11 Vu1D'.ONLY i'Ok NY'T'LOCK 6f�.AND CENTFihIATES itf AND it9?t 009 oa®,C1 OF CENTERMATES ONE ALTERNATE HV"T' LOCK ^t MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE l.0 -@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK ____ -UNUNITED WIDTH- -- '1 INCLUDES USING "J"CLIP�-d,AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES f g3 AND Q W/ 1/4" 0-20x1"S.S.M.S. INTO A 1/4'0 x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" . MAXIMUM ABOVE AND BELOW_MIDSPAN. USE OF TWO LOCKING RODS('l or(£61)TOP AND BOTTOM IS MANDATORY, TYPICAL( H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. 1.THIRD -TERNAIE TO DATORY CONDRTON it I VALID FOR FN)LACK40 W/(2)l0 CL'NIERMATES ft 0R4 OR f2+ vi/ • SEE LIMITATIONS OF USE FOR ORE AL NATE HD LOCK MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE V)ON SHEET 18. ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK @ TO!23 is W/(3)de x 3/B"F.M.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTION 18, SHEEP 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 2S or `IS COMPLETELY OPTIONAL ,111./7° A`T,'- FLORIDA BUILDING CODE (Non,Hi h VelocityHurricone Zone, t A / 9 ��y��`�` ``C��� 0 2017 EASTERN METAL SUPPLY,INC. — 4)r . CEN02017 TILTECO.INC. sF'..v-p...‘ BERTHA HNTM ° SSA `'""` IL E C O SNL:. Accordion Shutter System * ` ■ ■ ■ ■ RV. ®ODE#3 W/OR W/O RV.WINDOW BADE/I3 $ r� �� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE ORAW13 0Y:LC. "p.. @ Association, Inc. I 0.o IS-088 37/26/1- DATE:07/28/17 i p " 4#0 4 0355 ilW.3611,.•51..Sle.305,NRPNLAGARDENS,FLORUA 3316E 4268 WestrOads Drive 2 Cl "-4. R1Oa•\4C,a Phone:(305)871-1530.Fax:(305)877-1531 DRAWING No moil:letno,OuoLeum Vest Palm Beach, FL 33407 s p SLs��NALN�' , ER-0006719 - 17-1 O8 WALTER A.TIWT Jr.P.E. r,,, •/•,, FLORIDA LA.B 44167 5 SHEET P.E.�SEAL�SIGNATURE/DATE 6 _ 4 OF 18 *50.161. MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft,) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) (1)RLAW:MASCMUM ALLOWABLE SPAN FOR AOVEN POSIT*.A.S.D.DESIGN PRESSURE FOR INSTALLATIONS W/ ® HV BLADE. A FOR INSTALLATIONS W/ 0 HV BLADE, A RAl•RLQ7'NW AUNIABIE SPAN FOR A ORES ISEGATTVE AS.O.DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS(TOP/BOTTOM)OR POURED CONCRETE,CONCRETE BLOCK t FLOGNN/muNc: FOR METAL STUD IN INSTALLATIONS • AND WOOD INSTALLATIONS S MAXIMUM GIVEN A POSRNE AND.DESIGN PRESSURE RATINGDETERMINEWU IMUN SPAN'L+' MAXIMUM A.S.D. FROM SCHEDULES. A.S.D. FLOOR!CEILING PRESSURE FLOOR/CEILING" GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING.DETERMINE MAUMUN SPAN l-" PRESSURE WALL MOUNTING MOUNTING MIN,SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROIA SCIEMILES. RATING _ (P� I .-�" (psi) - T- i-�- C,W01gv6a I ,,,1H010NEI MAGNUM ALLOWABLE SPAN IS EQUAL TO THE!ANNUM DETERMINED SPAN ((Or-) L+ + MD ZONES--- ("or-) L+(FT) t•(FT) L+(FT) L' PT) wxouzo' �__- DEFAEOI L+'AND tip'. (FT) I (Fn L(� i (� 1.76; WP+'"'. lC`cNla,NTTs ( 1,243 IovcIH1E Locrr l :'CFHrtSwM,L (5)PROCEDURE TO DnERIANE MOWN SPAN FOR COMBINATIONS IN BETWEEN WALL 35 12'-7" 13'-O' 12-7" i 13'-0 1" 4 11116" 5 12" f MOUNTINGS W/FLOOR/CEILING MOUHONGS: ___ ea 7'-0" 7'-0" - 1" 37116" 5118„ 40 11'-10" I 1Z-3" 11'-10" I 12'-3" 1" 4 11/18" 512" ! FORA DEN POSITIVE AS.D.DESIGN PRESSURE MING: 45 11'. I 11'-11" 11'-9" I 11'-11" I _ _.— OETERMIIE 9" 1" 4 11/16" 512" 1 I LI+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. - 50 11'-5" 11'-6" '11'-5' I 11'-6" 1" 4 11/16" 5 12" 72 6'-7" 6'-7" - { 1 1 u+e MAY.SPAN FOR FLOOR/CRUNO MOUNTING INSTALLATIONS. _ 65 1" 3 7/16" 15 tl8" 65 _ 11'-4" 1 '-4" 11'•e 11'-4" 1" 4 11/18" 5 1/2_' L I I FOR A OVEN NEGATIVE Ass DESIGN PRESSURE RATING: • DETERKLE; 60 10'-6" 10'-6" 10'-6" I 10'-6" 1" 4 11116" 5 12" a--140.SPAN TOR WALL IIOUNRNG INSTALLATIONS. y T � -;, B'_6" 6•_B" 1" -I 3 5/6" —5 1/B" •SEE SECTION 0 ON SHEET 10A, La--MAX.SPAN FOR FLOOR/COLING MOUNTING INSMUARONS. 7b... —T3'.3" B-3" 6-3" I 6-3" 1" 35/8" 51/8„ FINAL A '1.6 DALLOWABLE SPAN IS EWA TO THE MINIMUM BETWEEN Z1+',"14+%76 T-9" T_9" T-9" I T-9" p' 3 5!8" 51/8" 11-'AND s= 80 7'-3" T-3" 7'-3" , 7'-3" 1" 3 518" 51/5" (4)GO TO ABETTOR SCHEDULE ON SHEETS 6&7 FOR CONCRETE MID BLOCK,SHEET 8 85- 6-10" E 6'-10" G-10" I 6-10" I 1" 3 616" 5 1/8" FOR W000 AND TO SECTION 0H SHEET 10 FOR NEYRTOORE MOUNTINGS AND SHEET � 10A FOR NETAL STODS WLV-TIH RI0AMUM ALLOWABLE-SPAN AND NEGATIVE DESIGN 90 6'-7" 5-7" 5'-' 5'-7" 1'_ 3 518" 5 1/8" LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 9$ 5'-B" j S'-b' S'-6" ( 5-B" 1"_ 3516" 51/6" (5)MINI/JUN SEPARATION TO GLASS SHALL BE THE GREATEST MEASURES FROM EITHER 100 5'-5" 5'-5" 5'-5" j 6'-5" 1 •, 3 518_' 5 1/0" REAR OF KNUCKLES OR REAR OF LOCKS/CENTEIMATES(AS APPLICABLE)TO GLASS. . 105 5'-3" 5'-3" 5'-3" s'-3" 1" 35/8" 5.1/8" '4AXIMUM SHUTTER SPAN "L+/1 OR "L—"* (ft,) FOR 110 5'-r' .s'-z" 5'-2" 5'-z" 1" 35re" 51/4" INSTALLATIONS W/0 & 1� SHV BLADES. A INSTALLATION LEGEND APPLIC:B •F 0 , :N. ®H BLADES t EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR "L AND POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE & MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS MASONRY METAL STUD WOOD MAXIMUM A.S,D, DESIGN PRESSURE RATING FOR INSTALLATIONS INTO &5.D. �� CONCRETE OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: PRESSURE WALL MOUNTING FL MOUNTWONG MIN.SEPARATION TO GLASS ® (1,J 2, 3, 1 D 1 W, 3W, 4W I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO ATING -- _ - __ 5 & 9 7W, 9W & 10W +64,-72 p.s.f. AND 7'-6" SPAN, SEE SECTION 9 ON (w_ + 1 I 1 WA1SWIUN SHEET 10, ( ) L(FT) I L'(FT) CIS I L(Fr) IN�_°E'Ig,,,,, LOCH -- 2W, 3W, 6W - - - I 0.'MERMOSL 4=CEILING 6, 7 d( 8) 55 9'-8" X 9'-6" 9�6"... 1, 9'-6" 1" 43/8"i 4 1/4" H `✓ & BW 62 8'-11"I .8-11" 8'-11" I 5-11" 1" 4 3/8"I"14 1/4" •EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR I FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE A ON SHEET 18. I- CONNECTIONS TO PLYWOOD LIMITED TO L62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO t62 .. p.s.t. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. A,..„., FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) a1• v.,A E''''' -1/4. ` 92017 TILTEGD.INC. ©ZD17 EASTERN METAL BERTHASUPPLY, INC. HIP •yr. � A S S A• Accordion Shutter System IiLIECO INC. \ Y ei �'7 KV, BLADE#3 W/OR W/O HV. WINDOW BADE q3 i ' * American Shutter Systems M.Ho RESORPTION DATE DRAWN By L c. TIWT TESTING & ENGINEERING COMPANY y ���-r� 5355 N.W.]61h SL.SM.306.VRGINIA GARDENS.ROMA 3316E Association, Inc. 1 dD 15-OUR 77/76/1' DATE;07/28/17 w �' S% TATE 1 ',' PAme:(305)871-1530.Fos:(375)671-153, 4268 Westroods Drive EMI e-mdl:CI1ecooeoi.Aom --- DRAWING No O F a:';w�T1`A ER-0006719 West. Palm Beach, FL 33407 s 1 7_'08 "' , 1P WALTER A.GLUT 5.P.E. 4 6 FLOR0A Ue.F 45167 5 SHEET P.E-- L INIATS1a:%DATE G 5 OF 18 1 1 m a N �i JG •z°ni, m D N'�?1N 1 . 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CONCRETE ANCHORS 1/4TO-20x3/4"S.S.BOLTS W/ . .. . ! , (SEE SCHEDULE ON 'NUT&WASHER 0 r O.C.SHEETS 6&7) SUN SEPARATION TO ; • ..-----ill ift• ...,r u..--, CLASS(SEE SCHEDULE cut SHEET 5) 0 t. ,• • -• ----7i1,1 . I /2 /-0 er 0 or(4-,) , • •• . . ..... . .., ,...-.11, • . , , 4,1 Di _ • .... , . . E.0.• FT „ . „ , II 1.__ in 0 II T.t.•W. . . •• • .,. "' ( 1 g•W. : L '',. • , 1 • ..,......-::.- I ,., ,.. . ,,, 1 • , i NOT.SEPARATION TO , 0 r- .• 4 .-.. '...1-7--q--- NYLON COVER GLASS(SEE scHEouLES- , I ArA.43=No;os,o&-ao___,, ON SHEET ST —CI OR 63. 1/4"Do3/4*F.H.S.D.S. 1TW EXISTING 'I . . . ' \ BUILDEX TEN SCREW 0 9'0 C. DUSTING . GLASS— GLASS— I , POURED CONCRETn-r. I. CONCRETE ANCHORS OR CONCRETE BLOCK -(SEE SCHEDULE ON SHEETS 6& 7) A - I_--_,I 1 WALL REQUIRED V O ,. .. „to , 1.. 1. .1 .._. I h 0 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATIOR __....................................- A---- ....;\ t•.., EXISTING ./ EXISTING VI T GLASS- i • . 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Phone:(306)87T-1530.fox:(305)871-1531 ol..r. 4268 Westroods Drive A-rnok lineeo0o West Palm Beach, FL 33407 2 2 DRAWING No Iledtfr,• .....••• 10„,01 ES-0006719 ."..,viVA L E.,0,,,i0 WALTER A.TELORIDA Un.AU44167 T Jr.P.E. i 4 17 0 SHEET108 P.E.-ZetrASIOVIIRE/DATE 6 9 OF 113 I SEE END WALL CONNECTIONr___..._ ,%_—_ INSTALLATION WITH DETAILS ON SHEETS WA. 13 & 16 %LA. `.SJ * SEE NOTES ON HV LOCKAND 11 OR ®• HV BLADE W/ ALTERNNATE ATE LOCKS® R g, HV CENTERMATES 10 & Q OUT IN `./--EXISTING CLAS SCALE 3/8"=1" • SEE LMIAA IONSHOFTUS6E FOR SEE END WALT. t CONNECTION r DETAILS ON SHEETS 10A. 13 & 1Q �OR1• I ---- L. L j • __, © � ®....i I I 1---1 OR OR + OR' i i 7' I _._....._6 1/2" -- MIN.SEPARATION (Al0 0 0 0 1 . TO GLASS OR LI. 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BLADE#3 W/OR W/0 FLV.Vdt�OW BLADE#3 ? •f� I TILUT TESTING do ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE I DRAWN NY:L.C. A 6355 O.W.76th.SL,Sb./09,'NOONII\0150650.RO2t0A 33,66 Association, Inc. , ALD IS-aea 1772//I DATE:07/26/17 �O 4268 Westroods Drive 2 /TATE OF $ Phone:(366)671-+009,6.Fm:(3Ds)671-,s31 DRAWING No 9p'•. e �1ti e-IAA'I:tEI000Canl.corn West Palm Beach, FL 33407 3 1 7-108 .,4,5,'.ORID?•`.:.. 1' cEfi-000671) a ��.�d WALTER A TUN Jr.P.C. 5 SHEET P.L�'S � SEREAADATE FLORIDA U./44167 6 11 OF 18 • END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL POURED CONCRETE -SOURED CONCRETE SCALE 3/8"=1'' _ __ _/OR CONCRETE i OR CONCRETEPOURED CONCRETE '.. BLOCK WALL REQUIRED ,,,, • i BLOCK WALL REQUIRED _---- •`• \. .----,--,---.-• r-"', -"---•r•-I• • R CONCRETE • Y• .• ! POURED CONCRETE OR Ijj BLOCK WALL REQUIRED • •.1•• EXISTING GLASS 1/4'0 CO6ERETE , • :,/.. CONCRETE BLOCK WALL I,: " , - •1'. I ' 2"MIN.. 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OR®OR®+O OR 0+0 OR®OR®+,(3, © END CONNECTION DETAIL �lr,,,,p I77,;-....,.130 CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) /41i.--..........,.. /)„.1440,1`;`GTt A. 0 2017 EASTERN METAL SUPPLY,INC. 02017 TILTECO,INC. ?e\ ENsi _�� A S S A BERTHA HVTM • �:: / 1 L E C O N,ttIC. ` ■ , , Accordion Shutter System 11•_ N.V. BLADE#3 W/OR W/O RV.ION=BLADE#3 °'�t l� X1[7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE own BY:L.C. u��•S" �`•• ./ ; 6355 ILIA.36:h.St.,S!0.305.515011 A GARDENS.1L0600 33166 Association, Inc. I OLD 15-056 )7/26/1- DATE:07/28/17 Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No n D:tTLeca000t.com West Palm Beach, FL 33407 3 TA 1581$, ................ o- oED-0006719 4 17-108 OVAL EN'"...' WALTER A T1LLR Jr.P.E. - FLORIDA Uo.#44167 - 6 SHEET1OF 18 , P_E.•PSEAt,MIGNA`fURE/DATE