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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 ness & Professional Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search IF(''.C2 Product Approval USER:Public User dopr qr Product Aneroval Menu>Plgduct or Aooliration Search>Aoolication List>Application Detail FL# FL389 R9 RECEIVED Application Type Revision Code Version 2017 MAR 0 9 2018 Application Status Approved ST, Lucie County, Permitting 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 lrodriguez@eallllllllllllln=FILE Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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. v Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.. INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL 389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF 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 httn.c-//www-floridahuilding.org/nr/nr arm dtl.assnx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No 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'-I1"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 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 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 DRAWINQ 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Parry: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone•850-487-1824 The State of Florida is an A VEEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Arcessibility 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: httns://www.floridabuildina.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 Fl-LE RECEIVED MAR 0 9 -018 Lucie County, Permitting 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 (691 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 REBURIED 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'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 10 A.S.D.DESIGN WIND LOADS AREA 1: HV BLAnES(17& BY NULTIPLYWG THEM BY 0.8 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERA 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 11GI USED N THEN SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.Y.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 n•PK•,AL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICJLL.WINDOW SLADE &WINDOW DETAIL -HV SLADE Q /0214.01-03. /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 Cj)AND HV WINDOW BLADE (A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&/1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPUC:A-BLE) -IN WINDOW BLADE 0/0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WAND 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 Di AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3. BERTHA H.V. ACCORDION PINS(HV SCREWS). USED AT BLADES KHKKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75•AND/14x1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS ITV SHEET 9 SEAMLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV AWNING ON THOR HEAD. END CONNECTION DETAILS 1-8.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-TIS ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 MSI SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ks:MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIN BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASIM A-307 GALVANIZED STEEL.OR MSI 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 ): 12.13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BINE Q)&® WORKING IN UNISON: 12. 13& 15 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 Z• HV WINDOW BLADE (A ONLY 9, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK SHEET 19 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN NTRUSION. TYPICAL SHUTTER ELEVATION 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A V19BLE PLACE WITH WARNING NOTE: DUELING PERIODS OF HIRRICAWE WARNINGS HOME OWNER. TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD ARCA 4• HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV 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 FLORIDA BUILDING CODE. ONE LABEL SHOAL BE INSTALLATION DETAILS, METAL STUD'HALLS SNEER 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 TO. 13- (R) THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT:Le. WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. , (D)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 SAFEW 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 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 THE 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. High l (.)OFOGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSKMM ENGNEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non HI h Velocity HUrriCOne Zone) FAAAIIAAAi�� W1LI ,C /r•:L 02017 11L1EC0,INC. 02017 EASTERN NERAL SUPPLY, INC. A`IL y�P:'��CENS�r.,:✓� BERTHA TM T LSSA Accordion Shutter System ' ECO N C. ■ ■ ■ ■ H.V. BLADE X11 W/CR W/D KV. WINDOW DOWV BLADE �b1A 6� * TILk1T TESTING & ENGINEERING COMPANY American Shutter Systems a.N ID 15-ON n DRAWN l0 L.C. bbb A U kJ!!N.W.36U.Sr.S�.103,WRONM CMODIS,FLORIDA 1316 A880CIOtlOElr Inc. 1 OLD 15-fffi5 7/27 1 DATE: 07/27/17 +V 4268 Westroods Drive 2 DRAWING No Plwre (30s)871-1530.Pox:(305)871-1531 17-1 07 LI .-m is GOD67119 n West PDIm Beach, fl 33407 s _•fit''•'••........ \�1 -- SS�ONA1� F WALTER A.XLR19. P.E. 5 SHEET pORIDA Lic.1 44167 P.E. SPALfS(FtdAYURE/DATE 6 OF 20 ^]•r M MNDDII■AOL •r7 ITES •�,�' b � r.s r 25� 45.09 p � � 371' j • 4 785' .-- . 4857• I 1.999' ;1 HV SOLID BLADE .170 `6:, �b�HV 90'�180''`STARTER �l �)HV UNIVERSAL FLOATER COVERED UNDER US PATENT / 54581 ;� • HV 13L DE(D USE W/ ' QUALIFIED FOR USE W/ HV BLADE(71: 4 MV BLADE 1 6005-75 MPER QUALIFIED FOR U HV - EMPER -SE LIMITATIONS OF USE OF BLADE ON SHEET 19 B 6063-T6 A Y ANO PER 2' 1.500' OY A (EMPER 124• 085' .56' •) I Qi 7 2. 7' I n 670' 6' o :L Q72 .994• 542 N 4. r 7 g �• 2. a n. BY ADJ. ADAPTER UPi n __.-_..- -. 1]) J I 1.138' _ .12 ' 72 6' 7• QIJALIFlED FOR - HV (g�yV WALK—OVER TRACK — e .920 QUALIFIED FOR UAE W/ HV (0 HV TRENCH TRACK ass 3.700. QUALIFIED FOR USE FIV ALLOY R•-� BLADE 1 `�QUALIFIED FOR USE W/ HV 6061-T6 ALLOY A TEMPER BLADE n ONLY. (;�1 l,l HV RAINGUARD BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W HV 6063-T6 ALLOY TEMPER VARIES :M / 1• 1.915• r 'I BLADE g _ 1.917* Mex' I VARIES 1.936'--•1 6063-46 ALLOY AT TEMPER 3 083" •I 081' ' �� .083 .093• S al— I— .100'- II °11_�' 3 �j J 2 .670 670 0 ` I��J77711 J" J''STI •, 3� .060. 6 r o '1 _ 1.666" �A 670 J ; �. 1.520---�{ c — 11 HV CEILING HEADER `�o (13 HD CEILING HEADER/SILL _ O0r4IFIED FOR USE W/ HV BLAD�.ONLY, QUA_ iV OLADF` ONLY . 606 - 6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE6 (14.% HD WALL HEADE SEE SECTIONS FOR VALIDITY— SEE SECTIONS FOR VALIDITY. `� QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE(()ONLY. A— 6063-T6 ALLOY AND TEMPER -- TI > Y COMPONENT A B T1 T2 %MNYMN 1 i• 2' 10.125' _ .l � i 3• 3' O.f90' 1 2• 5•MAX..0.192" 0.192' % 16 SIDE ANGLES —� Q ALIFlED FOR USE w/ HV ALUMINUM ANGLES :� I a5" 7•MAX.;0.190• .0.190• CORNER POSTS BLADE 111 QUALIFIED FO --_ =ALIFIED FOR USE W/ Hv GLADE( 6063-T6 ALLOY AND TEMPER • BLADE Q,ONLY. 6063-T6 ALLOY AND TEMPER 2' S•MAX.;0.139. 10.131" 6067-T6 ALLOY AND TEMPER CruiA10FLORIDA BUILDING CODE Non High VelocityHurricane Z ne 17Er ` r, 6201'7 TILTECO.INC, 02017 EASTERN METAL SUPPLY, INC. 7TI7LF7EC O Accordion Shutter System KV. BADE Z'1 W/OR W/0 H.V. 1MNDGV BLADE iILLIT TESTING k ENGINEERING COMPANY Amerl6On Shutter Syslems n_ OEx.1.T,a, DATE DPAM 9r. L.C. _ '. tgTE OF $355 Rb.3618.Sl,SI,.305,YAD OAMMM,nO"A 331 Association, Inc. 1 OLD 15-085 - 7/27/1 arc: 07/27/17_ 0•• -- `,3 PI—.:(305)871-1550.I-: (305)071-1531 4268 Westroods Drive i DRAWING No �•sr•�•.,• AIDP_`..•'aQ,1\\\ • "'°E11-0006719 17-107 West Palm Beach, FI. 33407 5 7 N X111 wAllF9 0.TpDT Jr. P.L. 4 �� 0- nORDA Lic./ 44167 5 SHEET P..." �ZAa.. E/DATE 6 -- -- OF 2 4.660• 9• 1 4' T/4•-10 OE EAST 4.576' _-_ F- t . 325 2 ' T' �4. FLIT HEAD TWIEADEO HOULNG EMEE .7{5" SS.Y.S. 9AIE0 MPAxrtD INPfAD[D /-DIE FiLSi ET---- -_ (2 TYP.) • --7 Housm ELULEL 1 1 -I I • I I W al m' LIMED PANTED UR RR) 8 o I i I L I I GRESS TN i �I 0 q¢I�•� 8t i �. I 4 n SI N011. Ci A. _BRASS Cri&DER 8RASS CYLMDER •KEYS(CHROUPLATED) (QI(am"-uTco) 3 Ro.1 �y PPLATED)21; HV CENTERMATE a;. � 1. - = ® HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV GLAD h ICA ONLY 'cam J • o • 7' QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ 6063-T6 ALLOY A PER OUAt1FIED FOR USE W/ HV BLADE 1 & A ONLY e' BLADE/�k I�j1A ONLY. BLADE1Q 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE T QbbLIFTED FOR USE W/ HV BLADECI IONLY 250.0.0• 51 2. 4' 6063-T6 ALLOY AND 7CMPER •n 1.756' .922' 4 045. 2 SCREW c: i -360 AFTER RIVETING ti I �I .e 'I NI q6. I /4n0-20 X+3/4" BEFORE RIVE-TING S.S. THUMBSCREW �4"0-20 RIVNUT' A *SERIES 9444 ALUMNUM(2024-73 ALLOY)LARGE FLM<GE TH. r 2.7rA• •. -j SHEET NUISERT.PART/c820.AS MANUFACTURED ICY AVDFL - Ise CHERRY TEJRORN,PMSIPPENY•NEW JERSEY 07054 OR E°UAL. PIAN FRONT EIEVATION HV MALE "T•7 LOCK CENTERMATE 4.566' ' •271 LOCKER FOR^"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(I)ONLY 2C9 HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK �/ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE 1Y/ HV QUALIFIED FOR USE W/ HV BLA0ECl,'ONLY QUALIFIED FOR USE W/ HV BLADEII_ONLY W/HV BLADE Cl ONLY- BLADE)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1. n' r-_--- - 1.9� „ � 3.161 - o I - I" y{ D _ TMUMNTURN .063• oI $ .063 .062'o E�v 1062 41Y Cri'NOCR 0.875-M:n. • g „: ° n r� 1 .125'M- .40 3T, HO CENTERMATE W 3 HD CENTERMATE W/ LOCL�ING ROD v QUALIFIED FOR USE A; QUALIFIED FOR USE W/ HV BLADECi & lA � , 6 60 LOSE AND TEMPER 6063-T6 ALLOY ANO TEMPER r` +ml _ VARIES.12'MM. QUALIFIE USE W/ IIV B F.1 do 1A 1/i E-20 S.S.OR 3/8'0-1a 1.1 3-16 AHOY AND TEMPER J FTNUMBTURN _ACETAL THUW CREWS. *1/2' j CYLINDER (SEE OlTAlS) -- r^-• O0 OR KEY 215, 1.57 M'MI_I (,Yl wOER 1.76 u0v. ® LOCKING RODS ni_m 441 1/4.9 34.HD LOCK 4 775'• QUALIFIED FOR USE W/ HV BLADE'1 "0-16 ACETAL " � ) 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BCLT LOCK. 6063-T6 ALLOY AND TEMPER �' "'" •?FRIES S.S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 71,dI fA Q S•MSTALLA A )/16" HCLE THUMBSCREWS QUALIFIED FOR USE W/ HV 81�' DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE FLORIDA BUIIUING CODE(Non High Velocity Hurricane Zone, 0. Tl��'L _ 0201/TIET 02017 EAS-ERN METAL SUPPLY, INC. 11 TL1 P�'• T i TM \CEN Accordion Shutter System 7 A.S■S.A■ RV. BL/IDE //L W/OR WHO KV.WINDOW ELIDE 17 •* j /: AmeFlCan $hUNer Systems CY.N _ OESCRRPTION DALE DRAWN BY: L.c. • 'k TILL'li TESTING k ENGINEERING COMPANYA990CIOfIOO. Inc. 1 OLD 15-085 7/27/17 DATE' 07/27/ 7 ' •Q•; 4 USS N.W.lam.SL.S1,.305.YMGWA CAROMS.TLOA4 33• - - -" 4268 Westroods Drive : Pnone (305)871-1530.Fa,:(305)871-1531 DRAWING No `- �� .-,n is 1:R.<oeoo.co••I West Polm Beoch, FL 33407 3 17-107 '.,OR�DP: a�cF LP ES-0006719 { _. - -- - V L1lT HALTER A.TRUT.n.Y.E. - S/ A%4' FLORIOA Lk. 1 44167 5 SHEET P.E.�EA� f6I/ JJRC'jDAT a - -- - - 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV M HV 14 12'MIN E O HV BLADE 1 4T \ TO BLADE T P TA .1875'f-TTR}ERT ��7 1;625" . ® 3 ; 4EJ Nv MIN RUDE .0625' 2 0823 .0625' HV BLADE IA 'I' i BIADE's-,; I .1875' Y • ® HV LONG RECESSED NYLON BUSHING 1 I ;;--- Sc n KNUCKLE 1 0625" - -- 39 �'�`� H ({} (rYP) 0.06 ' 3® HV SHORT RECESSED NYLON BUSHING F j 4� HV NYLON HAT WASHER Q OR ® 1 I I FLAT PORTION R'15 � so' N i HV WHEEL CARRIAGE AISI 302-303 SERIES I I ` `•' 4,"*n'-® yI x'028750' % 0.870"x3/16"THICK NYLON WHEEL. I I �U"- Ivy ' F-, 1 44 2 7/8"MIN.I Nv WINDOW ', 315"0 CLEAR 63. 3.7500" 0.188"0 AISI 302 SERIES S.S. RIVETS �- I I sEPAIUTION l BETWEEN I -- .0628' .0625' 4 HV 1 3 4" ACCORDION PIN W I 5 3/4,® / _ / d8 HEAD EXTERIOR I 7I5 b OPENINGS ; ON CENTERS Y Y - © HV 2 3/4" ACCORDION PIN W/ #8 HEAD # L —,1- 41 x,47u �' Ci 11//T"I r*."n.7�nlvwrov IL ® POLYCARBONATE IMPACT RESISTANT HV WINDOW IFN I TYPICAL HV WINDOW BLADE AND ;POLYCARBONATE HV WINDOW DETAIL V(EE NOTE FOR NEOWREMENIS) I (D OR ® I ' 4c POLYCARBONATE IMPACT RESISTANT HV WINDOW _ I ? BAYER MA<ROLON 3103 POLYCARBONATE > L, J� I u'NR+.ci cE RESINS, UV-STABILIZED GRADE OR SABIC UY PIN PEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR — to BUDS Bo u INNOVATIVE PLASTIC LEXAN 103 RESIN O OR ® I - (SEE NOTE "F" ON SHEET 19)_ (1) HV PIN ® SHALL ALWAYS 13E USED AT AL_ EXTERIOR 3®J Nrc BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR 4 ® POLYCARBONATE SOURCES FORMir 4 HV ® BLAOE. j EXTERIOR a.;ICAL SHUTTER ASSEMBLY ""^�""` .� " ' Trnrx FaovEBnes srleaio ® 6avo,tt '' 7.WI.� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT HV PIN®EXTERIO EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 40„726•- BIADE's KNUCKL (SEE NOTE FOssEcslc wenn wSTI,0192 c.o6s n7:,' 0.063 w7m BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. 048 - REQUIREMENTS3erJ1et4ret \ Q TOIS11E YK1D SIRENLn1 +STI,0535 9.600 y..�. TYP, �\ ILEMPAt S.11MN A,YaD AS.0]90 12.500 (3) HV PIN ® OR ®W/ 1/2” O.D. 1/16" THICK S.S. WASHER 0 nrmlaA IxxKAus As1I,w90 3611.0110 0..:. 365.0011 r.l. SHALL BE USED FOR DIRECT MOUNT INSTAL I ATION PER DETAIL X, B> I I SWAM, SHEET ® I• Nom[o u0o AsIN ons le n-n!•" I......f" r>B[.slenuo-neee�. EL CARRIAGE DETAIL 6711 MBLY LAYOUT sum OPISM AM 0+563 112% 665 xO.REwz MSE W B09NVIC ASM 0615 C-1 PASS C-1 CLASS SV JONTION ASTM 01919 106C-r 940'r 1FlDIE7mri: ASTY 0155 Im"STNUI,;I-(II 6SAINE9 ASAI 674 .302'.. mo 0+w 1) HY BLADE SOLID & 'TAI HV WINDOW BLADE DETAILS TFNSXE 5'"55 NE KfOKATIKA9:G AS.835 8661 P91 am N.T.S. .�I- R Ir FLORIDA BUILDING CODE Non High Velocity Hurricone Zone P '• ✓ 02017 IATECO,INC. 402017 EISTEaN METAL SUPPLY, INC. BERTHA HV, ' Accordion Shutter System z 1 L E C O L u c. A,S.S.A■ KV. BLADE#1 W/OR W/D H.V. WthDOW BLADE cc`� TILLIT TESTING h ENGINEERINGCOMPANY American Shutter Systems REV.x OESCBVTww OAT( DRAWN BY: LC. p'•. A'C �7 s Association, Inc. I OLD 1s-083 7 n I DATE: 07/27/17 S 6355 NW.361A,Sl.516.305.V*CWM CA90EN5,ELOROA—e '•. �ntil0�` 'J�`.6 Pn9"9 (3os)e7-1S3D.rs. (305)87-1631 4268 Westroods Drive 2 DRAWING17-107_'07 ING No p moL to0000:.« « Ir West Palm Beach. FL 33407 3 SS�ONAI��� E8 -0006719 6 N'ALI EA A.TAUT Jr.P.E. _. P.E. SEAL/SIGNATURE/DATE rLORWA Eic. 44167 6 SHEET4 OF 20 9 ° ° ` "� " T ° v s`I *NOTES ON HV LOCKS AND CENTERMATES: 1. MAlaATORf CONDITION /1: ONE HV LOCK�&or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN L? EOIEVATAN�. FIV LOCKOVE OR 8 W*_or2OF MAY BE USED AS ANER SPAN FONSIDE OR OU75bER SPANS UP TO 10OCK ATTACNED'TO FOR INSTALLATIONS nORST ANY \ f n 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. 5 4-. OA� LOCKS OR IBEOUSED ASESIRED, EAN INSIDE OR OOR BETTER PERFORMANCE SIDE LOCK. CONNECTION OF LOCKSPURPOSES, TO UP 10 TWCENIERMAOIESV� LOCATION OF� OF ON NOTE (1)ABOYE. BE AS INDICATED LO I � LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HVD / 3. II 1M USED W/T1Y0 H.V. LOCM LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY C4! 10, 96 00W onodoa( o' 5 BE USED IF D SIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS O�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 I 4. uANnATORr cD►nrnaH /Z ONE HV LOCK 12Z SFIAIL 8E USED AT CORNER CENTERMATES FOR ANY SPAN A _ I AND INSTALLATIONS AT ANY ELEVATION. HV L K 2�or r SHALL BE USFD AS AN OUTSIDE OR INSIDE LOCK. Aq ATTACHED TO q CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS C9 �y AT TOP & 80 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. a' o 5. FIRST ALTIERNATE TO MM11I PQHDMON 91 VALID ONLY FOR HIV LQQ5 SYMMETRICAL CET4TERilATES ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND V� INSTA 1AT10NS AT ANY ELEVATION. AL RNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT J H� 3°; Ia= OF 1/4'0-20x3/4" S.S. THUMBSCREW TO OR Q CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. I /� X0O-NV0 i $gam RNNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. U!m^!TORY CONOfiION /3 FDR KEYSTONE 110LINTWG INSTALA7KNIS: ONE HV LOCK 0 or (a or��A SHALT 8E i I I USED AT 1/2 OF SHUTTER SPAN FOR ANI'SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or rF_S or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C or ®SYMMETRICAL CENTERMATES W/ (2) 1/4--20 x 1/2 LONG FLAT HEAD S.S. SEE END—� I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SS W/� CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS CN SHEETS 1C & III 18 TYP. FULLI '.� `•, 'NOTES ON HV "T" LOCKS AND CENTERMATES: II HEICMr. OF CORNER 1 - - -- - ---- ---------- uxlrvn[o r�or"------ -----r---I CENTERMATE . SECOND ALTERNATE TO D - _ _ ONE ALTERNATE HV 'T• LOCK MAY BE MSTALLED IN UEU OF HY LOCKS ORAND FOR ANY SPAN AND (1 « «�, 7, 8 «�•.1�Jic. \ TAL AT ON AT ANY ELEVATION- ALTERNATE LOCK AY BE USED AS PN INSIDE OR OUTSIDE LOCK ATTACHMENT �- «� OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10•'15'0• ..3:cw(j T'.,•,f jl oe — � CONNECTF1) TO CENTERMATES C§AND e9,W/ 1/4'0-20 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" `-' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'0x'5/8" RNNUT. LOCK MAY BE INSTALLED AT.MIDSPAN OR 12" 161.j` ��ox`o;•i7.••1$« - MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING ROOS(SS:TOP AND BOTOM IS MANDATORY. C5,'•@8 c« •(8)0.(8;•9 77;o. r'•C1«19•C3:«C)•(�s;«g•6y 'NOTES ONS LOCKS & CENTERMATES: ~ 1Hn T(,/• HD CEHTERMA713 OR.3'x'1 W!O E ALTERNATE HD LOCK( MAYBE USED IN LIEU Of TYPICAL '1 HV BLADE SHUTTER ELEVATION HV LOCKS OR�FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK Ci MAY BE USED N T.S AS AN INSIDE OR OUTSID)<LOCK. ATTACHMENT OF HD LICK�;TO 0 IS W/ 3,8 x 3/6" F.M. S.S.M.S.. AND INCLUDES REINFORCEMENT INSERT 3_31 AS SHOWN ON SECTIONS HOB-HVB AND HOC.HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 3�IS COMPLETELY OPTIONAL. FLORIDA BUILDING on High Velocity urrfcone lone', 02017 TILIFCO,INC 02017 EASTERN METAL SUPPLY, INC ' �;'' \CENSE •..�9 iBERTHA HW,, i L E C O F��. A.S.S.A. Accordion Shutter System FIV. aADE X11 W/OR W/O FIV. %MN N BLADE / / American Shutter Systems Ev.R DEuOlrr off DArE DRANK 9r: LC. ;• TILLIT•TESTING & ENGINEERING COMPANY '. TE OF Association, Inc. I OLD 15-085 7/v/1 DAFT o7/27/v Q\\ 6755 N. .f6i5.St,SI..]05.NI-W.E.S.r ORoA 13 - X rna..: pos;en-ls�° Fo. :(305)81-15314268 Westtoads Drive _ 11 ac o cIt—Ill .com West palm Beoch. FL 33407 DRAWING 17 . m ss/�NAt EN�'\ I11 A00 Wl1ERB `I9i PF t 1 /– 07 06 rECRIDA u< F 44,67 5 SHEET P.E. SELL/51CIVATURF/DATE —a — 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE POLREEO- - POURED ' (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4'9-20.3/4'S.S. REQU CONCItm REQURETC- SHEEP 13) \ IREDCONCRETE ANCHORS 1 MACHINE SCREWS MING rOR �F. --- -- I \-• CONCRETE ANCHORS t 8 A EKTONE(SEE YOUV ON SHE ­(SEE SCHEDULE ON W/ 1/4'-20 ET 1) (SEE SCHEDULE ON SHEET 13) / SHEET 13) 'NUTS a 12'O.C. -_--- � n. 1/4.9-20.3/4'S.S. I S_ _ [Ell-p'. MACHINE SCREWS _ y � __. USING 1/4'-20 NUTS Tn� O 12'O.C. (�• 1 E.Q• .250- 13 OR 5 ' ---- --13 OR O • �`---- • F-'--- . I I q... E.Q I 5 x.250' 1 I l , U I .250'Mo.. E.0. I t Mp. _ 1 1 OPTIONAL OP71ONAL 11 1 1 TOO ssr SEE t � G1ASS(SII ' 1MFa 0E mAo Cl)OR ®♦ ExISfINC MR`.SEPARATION TO GLASS EXISTING I a"T u 1 I __� GAS---{`-(SEE SChEOUIE ON SHEET 11) GLASS--' MIN. SEPARATION TO GLASS "` ZJ _ (SEE SCHEDULE ON SHEET I1) �f EXISTING GLASSC)HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISnNG L_ ------ I --- ' YIN.SEPARATION TO GLASS CLASS--I Ira• aal � ♦ � ( ) Ig[ 1 1 -AOR Iz, I t --Lj) E%CLASS� SEC SCHEDULE ON SHEET II -- 1 T MIN.SEPARATION TO SHEET I CU55 11 rrn Rye mN41 .`(SEE SCHEOVLE ON SHEET I 1 OR s w 19 FOR ; � -- aAOFSQk� EXISTING ✓ OPTIONAL 1 GLASS 1/1Moa. 1 • � i i 1/4 J OPTIONAL I 1 ' E.0. L•---_ 1-I Moo. F D. i i i i I E.D.• i i i I I JT~ Lr- EO 1 EO-1 t3 OR l� 'u".n.' 1/r9-20.3/`S.S. . EO EO- P IL TRUSS TRUSS HUD 1/4'0 20.3/4'S.S. PHILLIPS L 17 18 I MACHINE SCREWS USN4G .______�.. CONCRETE AN, TRUSS HEAD MACHINE SCREWS - - .--- •-CONCRETE ANCHORS 1'- 1/4'-20 NUTS O 12'O.0 L(SEE SCHEDULE ON POURED CONCIR / (SEE SCHEDULE ON SHEET ) 1`1 Min. POURED CONCRETE--' SHEET 13) W/ 1/4--20 NUTS O IY O.C. OR CONCRETE BLOO( OR CONCRETE Bl -^--- �---- :,CPNCRCTE ANCHORS REQUIRED �HV WALL SILL INSTALLATION WALL REWIRED I I (SEE SCHEDULE ON , POURED CONCRETE_/ SHEET 14) OR CONCRETE BLOCK " WALL REQUIRED U HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTICIll - INSTALLATION DETAILS W/ I- SEE SHEET 4 FOR TYPICAL SHUTTER • E. 0. EDGE DISTAl:CE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR w 'I�1 �J`' 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFIp,TgNS CN 91EE� 11) BLADE(tl ON SHEET 19 1J 1 Y BLADE IN ANY WAY TO SUIT AHY WSTAE..ATg1I. //II Ii FLORIDA BUILDING CODE Non High Velocity Hurricone Zone 4/ 02017__ 02017 TILIECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA Shutte`System ` /Ti-L ECO NC .A■S.S.A. KV. MADE , W/OR W/0 KV. WNWW.ADE Q e 6355 R.w 39tn.TILLIT TESTING k ENGINEERING COMPANY ` St.SW 305.VkOW OIAOLNS.rLOROA 3316 American Shutter System! EY.14DESCRIPTION DAtt OR-All E.C. 4A 5` Association, Inc. 1 OLD 15-c85 /27/1 oATC: 07/27/17 •.�ORIDP:'�� -�s Phone (305)071-1530:Fo.:(305)871-1531 4268 Weslroods Drive 2 DRAWING No s/0NALENS,1''It •-we98lupppoeiq.can West Polm Beach, FL 3?407 3 '7107 '^••'.Irlrrr'••,1 WALTER A.TILL.T Jr. P.E. 4 P.E. `LORI°`'I,C.!44161 5 SHEET 6 6 OF 20 _CONCRETE ANCHORSPOURED ,,�� ,��11 r.—.-. CONCRETE (SEE SCHEDULE ON SHEET 13) m w66 —_. --J OR `L7• EXISTING i - _. — .. 1 uW.p GLASS 60M 1 i 9DgDAE SHW !'(S[E SC19DOE RECUWEO� 1aurmiw" Cl/L55—� at[r 111 SLAB IF \ r-- E D.•— APPl1GB:E EXIS�S� m�Q , r rtaN sl¢r rl) 1 1 1 "t' _ ','t`},1{ly, r ALTERNATE -J EXISTING �E ' EO� ANCHOR ' 1' CUSS- I 1 1 LOCATILN I I /10.}/1'HEX WAS ER NERD i I i) I ,' 1 1 oR 13 oR 15 3%s'IAN. TEK SCREWS O 1 O.C. -� EDGE OF 3/6 W.4. CONCRETE ANCHO T 8` IF 17 -"'-- 1 (SEE SCHEDULE SHEET 13) F. I EO APPLICABLE 1I EXISTING R -ELLE IF GLASS-- E OF— I APPLICSLAB ABLE ^—E 01t—_ 5 IF 1 1/2' ' 1' EDGE OF SLAB W 0 ABLE SHEEf /'1y/ APPUCABLE PDURCD� - PDURED FLAT HEAD CONCRETE ANCHORS I �m O Po REQUIRED /ILAI HEAD CONCRETE ANCHORS REWIRED (SEE SCHEDULE ON SHEET 11) ' a SHOO 19 FOR i 1 j OR ® CONC TE Ii I 9v0a m+® REG) E.D.•-- —E. D.•--1 (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION —Jr ADD ONLY FOR UP TO *70, -75 PSF A.S.D. lJ (I� HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING x FOR SPANS PER C) HV CEILING INSTALLATION SCHEDULE /3,SHEET 11 EYISI9M.CONCRETE ANCHORS ANCHORS dAs9-'� l6 • -TSI[STNIDULS- --tFa -T - .-- FalusTNaGm11wmn 11 l0[— 3O Kla Ioaola[An T+<LA 11 _-A 4 ^ ------� (SEE SCHEDULE ON 1/•• AVNKED T1KlOF0rSHEET 15) e W WLDEX UPCON W/ EXISTING °M III I O EXISTING EXISTING x0vioLVGY OR /.0PQ[S 1/ 4- CUSS GLASS GLASS GLASS--z FAS09M TAPPER.An01M W/ tOM4RA11 m 0. S 1 3/1'WU I.OAREd .r o 6• O i i i f[a aormN[w 94/• r) OC.FOR lP TO V-O'SPAN AND -1 1 1 i I • 1.O.C.FOR SPR:S LARGER TINY 1 i 11 0' 1 I 1 6'- UP TO e'-0'IL<Y.APPLY -1/4" 0 j MAY. SEALW AT EVERY FASTENER v Li 1 _J 511 X1)1(ICQ IAATA110N9' 3/8' -1/1- �.0/;�� 0. i1DY}/1'HE% E.0.• / MAX. 9 V i s i I WASHER HEAD TEK SCREWS r Y COM. /14.3/1' HEX HEAD._ 1 1)B F� O.C. . 113/8' 1 !® I _I 1(. TEK SCREWS O 9"O.C. I 1 OR 1 1b-20 S.S.M.S. 'ONCRETE ANCHORS �, _ 6 7 3/ —#1..3/1•SOS _____ 1 i i 1/1' I `1'--usm 1/�•-0O NUTS, W/NUT O 9'O.C. (SEE SCHEDULE ON 1 O 9"O. C. 1/2 ___ _ Mm. : I SHEET 11) , n r •Y EY61kRG KON STRUC71%Ul ------ ----- ' 17 t%t 18 1/2'---1•- L �O 12.DO" MIN. VEILL Imu(CECOPATNE I (r EDGE OF - 1 7 18 .• .1':� E.D. SILL) SERB IF /1_ _l 1 \'• T `e1 9 30 D.C.F.H. S.D.S. MIN. • POURED C—REE r ) _I 7/8' r APPLICABLE---. ---— ._ - --REQUIRED CONCRETE ANCHORS -SEE NOTE 13(b) L—_— SEE HOTS 13(b) -E.O.--- POURED CONCRETE (SEE SCHEDIIIE ON ON SHEET 1 \ f --- —E.O.— OR CONCRETE BLOCK SHEET 16) POURED CONCRETE— ON SHEET 1 OR CONCRETE BLOCK OPTIONAL—� PDUaco R REQUIRED ^ REQUIRED KEYSTONE IdOUNTING INSTALLATION CONCRETE� K HV WALL FLOOR INSTALLATION MA Uuu SNUTl DESIGN PS*-0, :.6.,-72 yl G :L� HV WALL WALK—OVER INSTALLATION wQMIM s1UTlER SPAN a-o REWIRED (�HV RAINGUARD INSTALLATION tKKffE- NONE FOR COMBINATION OF SE[TIONS� , t THIS INSTALLATION SHALL BE E.D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR EN7NT TO AN OPERABLE EXIT o BUDSEE EINS`A�AONNSHlET U19 FOR ASSEMBLY INSTALLATION DETAILS W/ kj) HV BLADE 2- MOUNTING SECTIONS CAN IE COMBINED e IN ANY WAY TO SLAT ANY INSTALLATION. ' IT T '''-e FLORIDA BUILDING CODE Non High Velocit Hurr;cone Zone \T 02011 IILTEC..INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVT. *° G• ^' A S S A Accordion Shutter System H.V L E C O IMC. . RADE #1 W/OR W/O H.V. WNIM 131" American Shutter Systems ` 9 •• TILLIT TESTING k ENGINEERING COMPANY IncN DE915-011 GATE DRAWN ITr: LC. O 1)N 6)99 u.W.)/N.91.SI..305,WI W CARVERS,FtORD13316 Association, C. 1 OLD 15-065 D7/2?11 DATE: 07/27/17 Pnona:(305)677-153a.F..:(305)871-1531 4268 Westro0Tls Drive s DRAWING No s_�ONAL ENS' 1 --Q: Mncetoo.<om West Polm Beoch, FL 3340/ 3 '7-107 107 EB-0006719 1 �'•. AAAI I"" WALTER A TIU I Jr.P.E. SHEE P.E SEAL/SIGNATURE/DATE noREN uc./1u67 5 T 6 7 Of 20 SEE END WALL ETS 10 INSTALLATIONS W/ n HV SEE NOTES AT '"0""' LOC RoosAND ON®, ET5. LocXs®�m OUT 9 IN /—EXISTING GLASS ** BLADE LSLACRTDETAIL HYT VALID FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPUCATKM YRTH BIAOEQ OR SEE ENO WAL CONNECTION L�.®aQ.0-0.0- EXISTING GLASS DETAILS ON SHEETS 10 R 1>T—: S 2'x2•.,/810'-2 1 ®.®a0•0R'0•@11 3 1/4• 7• .. 6 1/2- (6063-76 ALLOY)ALUM. OPPOSING A7µcHOR)S'TO`COTAPCOE '/2 "®�® jI CENTERM T S SYMMETRYCAL i (TOP/eoTrau)e I CENTERMATE�S MIN. SEPARATION (4)110.1/2-SMS.TO TUec. r /,o:3/a•FULL 0 12 W HV N1/ HV LOCK or 25 To cuss I AT EACH ANGLE.(TYP)I E O.C.Nll LENGHT. , /��L �� (SEE SCHEDULE 5 I \, f ® V 35*. �N- Q--. (-S y-I ON SHEET 11) 5 o_--T eLr -•�• - , o 1/2' 2' ©«®T,©. ,OAR®�lo •Qa� I-- 1� — `Qa - HVB ouT I y Qom' HVC HVA °R®O°© ,O�O° ID ®°A —EXISTING GLASS -POURED CONCRETE OR _ _ _ ___ _ _ _® ©_•® r— CONCRETE BLOCK WALL ©•O •©a©•O•®`GI )D. as a0.0a 1 ' REWI2ED JXISTING�'®°"Q'®a®•Q°"I�L SYMMETRICALr�•� •�'��•� ®..—C.T -=\r- -- - -S 8 .®o.Q9•Qw@• h'•EXISTINGCENTERMATES r`E.$ i ®•®„Q,��,®,0. MW TOSGL EP , 5 —J GLASS * , (SEE SCHEeUIE �I I - —j- -- -- -0.0 ©—®— — * I W/ HV LOCK Els ; OPTIONAL ®'®o'O•®a�. ON SHEET 11) MIN. sEvutAnoN�.• � •+ ®—. Q ..—..—. (SEE SCHEDULE =1N OPTIONAL ON SHEET 11) .1 (INTERIOR) / I o _ 1 •-tONCREIL ^7 L ANCHORS e < 16"O.C. E VARIES OUT — --� —�-�-- . __.._ 6 1/2•MAX. SLACK A,--_. —_- O U T (EXTERIOR) H V E H V F** HVD 11,,,,,E0. FLORIDA BINIDING CODE Non HighVelocity HurricOne Zone' ,1 ••' ®2017 EASTERN METAL SUPPLY,INC. ' \CENS• 62017 ULTEC0,INC.E'•• 9'= BERTHA TM fT_1L E C O ins. A■S■S■A■ Accordion Shutter System * H.V. e(ADE Zl w/aR w/o H.VATE WDM B: CE ' TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems N DEacpV 08 DATE DATE: BY: L.C. 268 W strop, Inc. 1 OLD 10-ces H42 Y17 DATE: o7/z7/n 61ss N.N.San.TA.,EI•.sos, .Fq.-(305). 1-153 vle 8268 Westroads Drive 2 DRAWING No �no�e (sos _64 us0.Egx-:(s0s)e71-,ss1. \ 111 :-m.;1:al.00eoa..em West Palm Beoch, FL 53407 s S01AL OX, '1 WALTER ADIORUT111.P.E. 17-107�O7 P.E.'SEAL�S CNATURE/DAT_ fiORDA u. 44167 a SHEET O 2 POURED CONCRETE _ POURED CONCRETE -YOUREO CONCRETE POURED CONCRETE OR OR CONCRETE _ ______ __ OR CONCRETE OR CONCRETE -------- ------ --'----- CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WAIL REOURED ------ �---�--� BLOCK WALL REQUIRED EXISTING GLASS ,-EXISTING GLASS , CONCRETE ANCHOR -EXISTING GLASS r J�- 2' WN. EXISTING GLASS O 16"O.C. , -/ __. _ _-( A6L SEPARATION T�- -1• 1•-, -�_ - �- -- 2'MIN. r 7 �O GLASS(SFE 1 l I MN.SEPARATION ON SHEET TO GLASS SEE 1 MIN,SEPARATM1 i MN.SFPMA7NX4 EO EO TO CLASS(SEE 11 FOR BLADE 0*0 ( I i 1 TO CLASS(SEE 1 i SOIEDAE ON SHEET 1/16"•3" MAX. ON SHEET 19•'OR 1 SCHEDUL1(LI�OE SHEETI I I SCHEDULE ON 91M 11 FOR OAOE mA7lD (6063-T6)CONT. BLADES�0 Q�1 I; Sf.ET 19 FOR 11 FOR LRADEd)AM (LOCATE AT ON SHEET 19 FOR ALUM. CLOSERA1/2"-- 7/T�ERN RSIDE i FRA06m8® PLATE. LOCATE1 BLADESmtr ON BEET 18 FOR E j( FLADES mOF!ti) AT EITHLR SIDE \ Vv 1/2'MIN. �- I OF @) I _ USE 1"OR 2" MAX. _ _- _—_—_ APPUCABLE)x2'x t/8"x0'-2' �IOxI/2"S.M.S. I _-_I I I /IOx 1/2"S.M.S�- O 16" O.C. _ UMINUM CUP ANGLE O 16"O.C. -� ' —- 4 -- 6063-T6 ALLOY)AT MIDHEIGHT IK &JV (1) 110Xt/2"S.M.S. TO@ 1 4 Y - - (2)1/4'0 TAPCONS ANCHORS TO 1 WALL AT 1"O.C. (LOCATE AT SEE DETAIL X FOgf (CO ,( /� SIDE CONNECTpN ( vR ®0 EITHER SIDE OF Q) v OR�(W VOR ®0 SEE DETAIL X FOR �OR ®� TO IRACKS SEE DETAIL %f SIDE CONNECTION O^@-Q)-@- •0^ SIDE CONNECTION 4 \T 1a 6• 7 w 8 10.0- 10 TRACKS 7�wB p.®w lOs0:0•0°" ®^ TO TRACKS �•®w®.®„©.©w -0.0-©'®^ A '®'©'�©'©' -©•Q)•©306 7 .0- --0.0•0w0•O•0w -0.0^0.0^©•® O ®^® ®^® ®^®® ^0•0 END CONNECTION DETAIL Q) END CONNECTION DETAIEND CONNECTION DETAIL 3 END CONNECTION DETAIL 4 L(� REQUIREDR SPANS GREATER THAN 12'-0' /-POURED CONCRETE OR -'-EXISTING GLASS / CONCRETE BLOCK WALL EXITING _L Q)_. REOUIREO_ - GLASSAW SEPARATION 110.1 2"S.M. TO GLASS(SEE O 16'O.C. MIL SE➢AAA1101/ Y i L-------' ---------- ------- tSt SLE ON mN:O CCUCR[,E 1/e MIN. TO GLASS(S i '©ORS ORQ SCIEDL E ON SHEET __-.-.-___ ____ ON 91M 19 FOR ANCHOR O 11 FOR BLADE(DArtl � CONCRETE- ELADES T&0 12"O.C. 4 - _ ---- 1 oR oR 1 1 ON SHEET 19 FOR ANCHOR •\ EO i S BLADES 0& `.nr_ - OR(D O 1 O.C. ,____ 1/2" MIN- •j__ 4 3 I 2"MIN. 2"MIN • SEE LIN ATIONS OF USE FOR �/OR®OR�OR LA���L y iA ON SHEET 19 ORIOR�OR�OR� VIEW Y TOR.(W • _ _ DETAIL PCONCRETE BLOCK WALL __ CURED CONCRETE OR OR ® ^m^©•O^®^C�-®^ D IN TALLATION ®•'©•�©•®" OUIRED 1 '0'0'0°'0'©- 0.0.0^0.0.0^ 1 HV BLADE OR HV WINDOW BLADE INTO ®•®w®®.©•®w •�J CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 TION DETAIL© 0 ®w® ®w® FLORIDA BUILDING CODE Non High Velocity HUrricone Zone' 02017 TILIECO,INC. 02017 EASTERN METAL SUPPLY, INC. sF 9 ~$ Accordion Shutter System * L ECO 1 M C. A■SS■A. HV. RAGE pt W/CR W/O Liv. WINDOW BLADE '•v *; American Shutter Systems REV.He DESCRIPr10N DATE DRAM BY: L.C. Q�7E 7(y TILLIT TESTING k ENGINEERING COMPANY Q 0 Association, Inc. 1 OLD 15-085 7/27/ PTE: 07/27/17 C�A' .W.•, F EV \\ 6]55 N ]{N.Sl.SUWI .]05,VNOA O CNS.ft0ftA].116 (OaInP:'4. _L PNum (305)071-1530.Fel (305)071-1531 4268 Weslroods Drive 2 DRAWING No LIt •_ma1:OR.«w•m.o•N. West Palm Beach, FL 73407 3 S'ONAL EN�'I7'' WALTER -000 719r.PE 4 17-107 ' AAG•A•"'41 FLORIDA Uc./44167 5 SHEET P.E. SEAL/SIGNATL)RE/DATE { _—" 10 OF 20 SCHEDULE M1 SCHEDULE #2 SCHEDULE Y3 MAXIMUM SHUTTER SPAN "L+" OR "L-' MAXIMUM SHUTTER SPAN* "L+" XIMUM SHUTTER SPAN*"L+" • • (ft.). FOR INSTALLATIONS W/ WUMETRICAL OR -L Il. FOR INSTALLATION LEGEN CENTFR,►,�eTc�c � h ® or or ( ) R "L-" (It.) INSTALLATIONS INSTALLATIONS W/ yy CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN F03 A GIVEN W/ ONE H.V. LOCK ® or ® or or r•cNTraueTg & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. OESGN PRESSURE RATING. HD LOCK ®W/NO LOCKING R00S�or ONE HV LOCK or or® OR W/ NO LOCKING WALL A. B. C. D. E. M. N. O, P. 0. A.S.O.. DESIGN OPRESSURE RAFT NCA GIVEN NEGATIVE CENTERMAT® 28® 29 W/ ONE W/ NO LOCKING RA ® ODS 1d0UNTINC F. K & L R. 5, & V. FO"T" LOCK 30 W/TWO LOONG (SEE NOTES 1.11) (VAUD FOR MOUNIING t Q (2) PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR RODS 35 AAT1OP k BOTTOM EE SNEEI 7) FLOOR/CEILING G. H. ), 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCR INSTALLATIONS 0 CONCRETE 8 WOOD CONCRETE MOUNTING & M GIVEN A "'�I I """"'"' INSTALLATIONS pE7ERMINEOMAIUMUNSITIVE SSPAN FROMO. DESIGN �SCHEOuURE i RATING. ASD.OE519N APRESSVK WALL MOUNTING �PR611AC PRESSURE NAIL MOUNTING FLOOR/CENNC FLOOR/CEUNG NOUNTING M11RC MOUNTING IPAITTIIT—Il ! M7N0 GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (a t FLOOR/CEUNG MOUNTING (•.z1.) DETERMINE MAXIMUM SPAN 1-•FROM SCHEDULE. (.OR-) (.oR-) FLOOR HL MOUNrt+G L N (W L-(A L 4 (T) L-(It) L N (ft) I-(A l (iQ L_(e) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-•FOR 30 OR LES 16'-0' 16'-0' 16'_-O" 16'-0' 30 [14', -0• 16'-0• 30 16'-0' 16'-O' INSTALLATIONS IMO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE _ - 35 -0• 14'-10• 35 15'-2' 16'-10' 105 PSI.ASO. DESIGN PRESSURE RATING. MINIMU DETERMINED SPAN BETWEEN "L+' AND L- 15'-2" 40 10• 13•-10" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -1 - - 45 -1" 13'-1• 45 13'-4- 14'-3• t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 -5' 12'-S' 50 12•-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIfICAIION$ W/ FLOOR/CEILING MOUNTINGS: 55 11'-lo" 11'-to' 12'-1" 12'-I1' 55 10" 11'-10' 55 11'-1' 11•-I1• SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4' 11'-4" 11•-7" 12'-4" 60 -4" 11'-4' 60 10'-2- 10'-11' HOTS �5,SHEET 5. RATING: 65 10-10' 10•-10' 11'-1" 11'-11' 65 10' 1o'-l0• 65 9'-5• _ lo'-1' DETERMINE: _ __ Lr+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9" 11'-5" 70 _ 10'-6' 10'-6' 70 8'-9' 9-4' is+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-l' 10'-4" 11'-1" 75 10'-1• 10'-1" 75 - W-9 ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9•-10- 9'-10- 10'-0' 10'-9' 80 9'-1o' 9'-10- SPAN 'L+'OR'L-'AND MAXIMUM&S.D. DESXNG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9•-6- 9'-6• 9•-9" 10'-5" 85 9'-6"- - W-6' PRESSURE RATMIG FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3• 9•-3' 9•-5" 10'-1" _ 90 9'-3'_ 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNEC71ONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9" 9'-�2- 9'-10" _ 95 9'-0- 8•-9- LIMITED TO +64,-72 p.s.t. AND 8'-0' SPAN, SEE U-= MAX. SPAN FOR rLOOR/CEILING MOUNTING 100 8'-9• W-4" 9'-0" 9'-7' 100 W-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7•-11 W-9" 9'-4" 105 _ 8'-7" 7'-11' IIA 110 8'-4' 7'-7' 8'-7" 9•-2' 110 8'-4- 7'-7" FINAL MAXIMUM PLLBI.E SPAN IS 'AND "L"L7- THE 115 8•-2' 7'-3' 8• W-11" 115 8'-2- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN %"L+', L2i', 11 A 120 W-0- 6'-11' 1 8'-2• I 8'-9' 120 8'-0' C-11' (4) GO TO ANCHOR SCIEOULE WATH FINAL MAXIMUM 125F4- -0' 8'-5- 125 7'-10' 6'-0" ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN , - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 T-8' T-10' 8'-1' 130 r-B- 6's= WIND ZONE MINIMUM SPACING. 135 7'-7' 7'-9" 7'-9' 135" 7'-7- 6-2 SEPARATION 140 7'-5" 7•-7' 7'-6' 140 7'-5• 5•-11- ASTM E-1996 145 7'-3' 7'-5" 7'-3' 145 7'-3• 5'-9• TO GLASS 150 7'-2" 7'-4' 7'-0- I50 7'-2' 5'-7' 155 7,_0" 7'-2'- 6'-9' 155 7'-0' 5'-5" 1 THRU 3 1" i60 _ W-11' 7'-1' 8'-T 160 6'-'1' 5'-2' 165 6'-lo' 7-O• 6'-4" 165 6'-10' V-1' 170 6'-9' 6'-11' 6'-2' --170 6•-9• 4'-11' 175 6'-7' 4'-9' 6'-9' 6'-0' 175 6•-7' 4•-9' 180 . 6•-6• 4'-8" 6'-B" 5'-10" _ 180 6'-6' H V B LA D E 185 6•-5" 4'-6" Im- 5'-8" 185 W-5' _4'-6" 6'-4" 4'-S 5•-6' 190 I'-4" 4'-5- 195 6'-3' 4'-3" 5'-5' _195 6•-3• V-3' 200 6'-2 4'-2" 5'-3• 200 W' 2" 4'-2- 205 6'-t' 4'-I' 5'-1' 205 6-1 u "�� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' \r .••"•.... T 02017 11LTEC0,INC. 012017 EASTERN METAL SUPPLY, INC. BERTHAHVT. A S S A Accordion Shutter System 1 L ECO 1 N . H.V. eLADE#1 W/GR Wio H.v.WIN"N BLADE •O � * TICCIT TESTING'& ENGINEERING COMPANY American Shutter Systems Irv. DESCRIPTI9R DATE ORAWN sY:M=Y. L.G. 10Q r. Association, Inc. 1 OLD 15-0e5 37/27/17 IME: 07/27/1107 y (y LQ 6355 .M 0616.St.,s1•.305.NWM WOLH5,FLORIDA.1.116 ' PI—.:(305)871-1530.F..,(305)871-15.11 4268 Weslroods Dive a DRAWING No f` •'••••....• \ t11 .-moa:tat..41oa.00r,1 West �o1m Beoch, Ft 33407 3 ,�7_1 07 WALTE Ss�ONA1 EN� ''1t ES-0006719 4 - R A -LUT Jr. P.E. 5 SHEET P.E. SEAL%S1GN�ITURE/DATE' FLORIDAIlc 44167-k 4X67 c 11 OF 20 •• r ._ :. 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SHUITER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEX MMWW40 E 0,k H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUF ■ACTT POt6YD OOIK9E7[ (A) TO EXISTING POURED CONCRETE(MIH. Fc -J Asi) u&,w^ E@WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4.6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX. (Mie. rs- 3 k•I) SPAN ANCHORS SPACING LEGEND - 1/4.9 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. Ye- 3 W) (R) Aso.DESCH NEGOMi new RAW SD.ODYN IR00AE _ M1lY A ME MING - 1/4.6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min.Fc- 2 k6i) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 203 40 75 90 120 160 205 TAPCON - 1/4.9 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND OISTRIBUTEO BY ALL POINTS SCREW,BOLT•&SPECIALTY TAPCON WITH ADVANCED COMPANY-OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISNRETY WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 ! 8 8 6 5.5 14 12 1 9 8 8 e 1 10 9 8 6 6 THREADFORM TECHNOLOGY _ 3-0' 14 12 10 0 8 8 8 6 14 12 10 9 8 8 6 6 14 IZ 10 9 0 6 6 6 (Mtn.f C 3 k1) 14 12 10 9 8 8 6 6 14 12110 9 0 8 6 6 14 12 10 9 6 0 6 S ALL POINTS SOLID-SET BLUE HAP W/GAP NOTES: 14 12 10 9 0 8 6 7 14 1Z 10 9 B B 6 6 14 12 10 9 0 0 6 0 AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER, N 12 f0 9 B 7 S.3 ].S 14 12 10 9 8 8 6 6 1 12 10 9 0 8 6 5 TAPPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0 14 H2 10 9 0 0 6 6 I♦ 12 10 9 8 8 6 6 14 12 /0 9 0 0 6 3.3 14 12 10 9 6 8 6 4 14 12 10 9 6 0 6 1.5 14 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4.9 x 3/4'ALL POINTS SOLI)-SEI ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 1.7 •4 12 10 9 6 8 6 5.5 14 12 10 9 8 0 6 15 INTO STUCCO SHALL BE PERMITTED. 1/4.6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 5-5 3.5 - 14 12 10 9 8 0 6 5 14 12 10 9 8 7 3.5 4 4 SEE UWUT10H5 OF 115E EDIT EXIST.AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 14 f2 t0 9 8 8 6 6 14 12 10 9 8 8 6 5.5114 12 10 9 8 8 6 4.5 BLADC�'OH 51ES 19 5'-0- 14 12 10 9 8 7 4 - 14 12 to 9 8 6.3 5 J5 14 12 10 8 6.5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 11 12 to 9 8 7.5 4.5 - 14 12 10 9 8 6 e 4.5 14 12 10 9 6 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE NNW STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 73 6.5 4.5 - 14 12 f0 9 0 7.5 5.5 { U 12 t0 f 0 6 1.5 35 NOTES A7)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR ENS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0• 14 12 10 9 8 8 6 - 14 12 10 0 5 8 6 S 1♦ 12 10 9 6 65 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 0.5 3 - 14 12 10 8.5 7 5.3 4 3 14 12 8 6.5 5.5 ♦ 3 - 1{ 12 10 9 0 6 - 14 12 10 9 6 0.S S 75 14 12 10 8.5 8 S 4--7- (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 6 6.5 5.5 3 - - 14 12 10 9 0 6.3 4.5 J.5 14 12 10 0 7 5 A5 3 - 1/1.9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILOEX. 14 12 10 9 8 6 - - 14 12 10 9 0 7 S • 1a 12 10 9 7.5 S.S 1 3 - 1/4'6.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7--0- t4 12 10 8 6.5 4 - 14 12 9 7.5 6 45 3.5 - t4 5 7 3.5 4.5 3.5 - - 1/4-9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. Y ILL 12 ID 0.S 7 4 14 12 IO 9 7.515S 1 11 1 9 ) 7.5 {.5 - _ - 1/4'9 TAPPER4 ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND D1STRI&1TED BY ALL POINTS SCREW,BOLT&SPECIALTY 11 7 55 7 - 14 12 10 9 75 SS 4 1 t2 9 7 6 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 B•_O• 1 12 10 9 e 6.5 - - 14 tI 10 9 0 6 4 - 14 12 f0 0 6.3 S 3.3 - NOTES: 1 12 8.5 7 3.5 3 - - 11 12 8 6.5 5.5 ♦ 3 - 2. 9.5 6 1 S 4 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 12 9.5.7.5 6 - - - 14 12 9.5 8 6.5 5 - - 14 12 e 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'. IJ 9.5 6.5 S 3.5 - 11 12 10 6 65 5 14 8 6.5 S 4 9,-0- 14 12 10 9 8 - - - 14 12 tO 0 7.5 4.5 - - 14 12 85 7 5.3 4 - - 8.2) MINIMUM EMBEOMENT OF 1/4Y x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 t1.5 7.5 6 4 - - - 14 i 7 SA 5 3.5 - 11 8 55 4.5 33 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SQUID STUCCO 14 12 8 6.5 4.5 - - - 14 12 0.5 7 5.5 4 14 10.3 7 5.5 6 4.5 - - EXIST,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 11 5 0.5 5.5 4 14 12 9 7 6 -5 - 11 I1 7 Al 45 L5 7 10•-O- 11 12 10 9 7.3 - - - 14-i2 t0 6 6-5 5 - _ 14 12 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1♦ 10.] 7 5 3.3 - - 13 !.S 6.5 5 { 3 - tIt 7.3 S 4 3 ANGORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS WEICATED ON 14 11 7.5 5.5 - - t♦ t1.5 9 6 5 4 2.5 9.3 6 5 4 4 NOTES 0.1)&8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.5 8 5 - 1♦ 12 0 6.5 S.S ♦ 13 10 6.5 S 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11-0- 14 12 10 - - - - - 14 12 ! 7 6 4.5 - - 11 W5.5 4.3 3_5 - - 12.5 95 3 _ 12 _9 6 1.5 4 3 9 , ANCHORS SHAH BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ARChGR'S MANUf ACTURER. 14 10 7 - - - - - i{ 0.5 7 55 4.5 - - - 1.3 75 - - - 9.5 7 4.5 - - N 1.S 7.5 6 5 - - 12 4 _ (0) SEE SCHEDULE BELOW FOR EDGE 015TANCE(E.D.)VERSUS SPACING RELATONSHIP FOR ANCHORS.12•-0' 1{ 10 - - - - - t4 t2 8 6.5 5.5 - - - 1 4 - - - EOCE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1115 6.3 1.5 - - - - 11 0 5.5 4 3.5 - 0 6 _/ 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE INSTANCES INDICAED BELOW.FOR E.D.LESS THAN THE NCICATED•REDUCE ANCHOR SPACING 13.5 9.5 5 13 9.5 6.5 5 4 05 8 S • BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.S - 14 LO S 7 5.5 4.5 - 11 0.S 53 4.5 3.3 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13•-0• 14 12 - - - - - - 14 15 7.5 6 5 - - - t2 9 6 I.s 4 - - - FACTOR o.s e - - - - - to 7.5 5 { 3 - - - 7.5 S.s 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + _• 2.5 0.s - - - - - - 12 9 6 4.3 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT;MUD SET BLUE TAP W/CAP AIN.SPACING a - - - - - - q 9.5 6.5 5 - - - - 0.5 7.5 3 . - - - - / BLADE OR 01CTANCE THREADFORM TECHNOLOGY H 12 - - - - - - 14 0.5 7 S.S - - - - 11 e.5 SS LLA - - - - E.D. MIN.SPACING - 1' MIN.SPACING-3• IL SPACING-3 1/7' WIN.SPACING. 3' 3 3/4' 4' ILL•-O- f0 1.5 - - - - - - 9 7 •.S J.S - - - 7 S JS .J - - - - BLADE POURED CONCRETE& POURED lE CONO✓ETE a0f1( CONCRETE& POURED CONCRETE k pOREp C0N4EfE ODHOC7E BOOL CONCRETE BLOCK CONCRETE BLACK CONCRETE BLOCK 11.5 8 - - - - - - 11 8 SS 4.S - - - - 2 6.5 43 - - - - - 161 E0..3 W E0.•J 1/2•YR E0..2 1/Y 1f1 E0..3 7 'MIL C0.•Y 11t E0..3 1/7 E0.-21/2 7.5 - - - - - - - 12 9 6 - - - - - 93 7 4.5 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 1s'-o 14 - di - - - 3.5 10 6.5 - - - - - os , s - - - - - BLADE WORKING 2 1/2 - -- os1 - 1.0 --- - - -- 0.67-----TIMI 9 - - - - 0.S 63 4 - - - - - 6.5 s 3 - IN UNISON ♦ _ _ - --- fo os e s - es 6 4 - 2• -- 0.71 - - - -- -- - 0.51 - 7 _ _ _ _ 1.5 es s.5 _ _ _ _ _ 9 6s •s _ _ _ _ _ 1 3/4' -_--_ 0.91 - - - - - 0.43 - -- 14 - - - - 2.5 95 6 - - 10 7.5 S - 16'-0' B 84 e 4.5 3 _ _ _ _ _ 1 1 2' 0.35 _ _ _ 0.35- - - 9.5 - - - 6 6 . - - - - FLORIDA BUILDING CODE( on High Velocity Hurricane Zone t / 02017 EASTERN METAL SUPPLY, INC. Ell) P�� T/C D2Gt7 TILTECO,INC. _ �.10Egis•�� TM Accordion Shutter System * 0 A.S.S.A. KY. a" #1 W/CR W/0 KV.WINDOW R" y American Shutter System' EV.N DESCRIPTION DATE DRAWN BY: LC. 1 a � l� TILUT TESTING &•ENGINEERING COMPANY • T !* Association, Inc. _ I OLD 15-_055 7/27/1 DATE: 07/27/17 6355 N W 360.SL.61..305.MRGNA WOWS.FLOMOA 3316 9 ) O i �Or Perone:(303)071-1530.F6.:(305)871-1531 4268 WeStroads Drive 2 _ - ;�s+''•.�R...... • m EB-00067-2 � 9.cw West Polm Beach, FL 33407 s -__ - DRAWING No 7 3f/0�...... �\�1,1H WALTER A.1HLUT J,.P.E. 4 -.- SHEET 17-107/-_ P.E, $Fj1L��NN4d11RP�/DATE FLORIDA e. 44167 ---- - 13 OF 20 - N ^1 cl y u\ i� /. o ^C/� F ;^ W^ it J QoiQ� � 1 0 z WGj +yajW m M rn oZn oWa� W ¢ E o 3r d AWN HOW � ■ NC�� mCL o g� ZD ■ V).5 vm c�o o3E m o r E n. i zing Zj nHH aHVHH anHV♦ la�nl lanllHll lal ll�II IVI I1 11l,nl llnlll�nll1111 O g db S aHaeHHaVHHH�Hv�nHV1an11Hn11Hll1a111-.R1110111VINIVI11 �t11 Y Z $nOJw • Z leo a H a a a M a H a N M�H H a V,a H a�H V�n a V V l a A l I;a n I 1 H n 1 1 H I 1 1 a+ 1 1 H 1 1 1�1 1 � W n Y O G'� $ a w W =:'I an:HnnnanHanHHHHH HaHnnna.+n aa ia�a.'�nn..nanVIH111a111ai1 e � ppWv� 6 "IN V Ana V V na,^,1 V I H I S V'X^E ;O 3n nHaHn nnH as Haa aaaa HnnaaHa H�a'�n.H�raaa�n fan a� Z, aHwaa a aa H SNR` �T $ aaaHe aH aHH aIHHHH aaaalja aa.H a�H H�wala.H Hwa YnHa•� F aaaaHHHaanaaaaanaaaaHaanaHHHannanaaa•HHHanaaa H e i O R a H a a a H n H a n a a a a a H H H M H a a a n a H a H n H a w M H H a H H a a a H n a a a a s R H� 1 p 8 $ w N n•�w V n a n n r l w n l I w l I l e l I I,� 1 1 1 1 1 I n l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 too'to �� 0 qqq O R wnnnwl�nwn~n„OVwaNnw Vel wnl I+wl1 Iwl 1Ie111;:111 .111� 111.111 � ,�• ''�•II,+ nnnwn nnnn�nrn�^�e+n an�n�ann.j 1 n"� I Inn 1 1 w 1 1 1 wjl 1q.., ••••• '.�% '.� gnH nnnw n"�n wl�wn�nn er�n bo.n n��n�a�nr�nw�. lwnlZo ^^n nnnnn^rn �nnn Hn rw�wl�+� a'�.n aH"�IN HQ 1.rn :.J .O Rn n'^nwn nn nnnnn nn nn nr Www nnnn nnnnn w nwnw nnnn nn Js.•' g.N .� '`• 1 1 1 1 1 1 1 X 1 1 1 1 1 1 1 1 1 1 1 1 1 1j1 1 1 1 1.•1 1 •••••••••O 1(1• d `Q _ � S rnd^i lli nY{11 i•in^nV 1 1 ny 1 1 I n t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 it 1 1 1 ! 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CESJGN PRESSURE RATING: 4110, - 110 p.6.t. 2.MAX- SHUTTER SPANS 56' 3.ALLOWED MOUNTINGS:A.D.G W H ON SHEETS 6• 7;AS WELL AS MOUNTINGS M.O•T.U N W ON SHEETS 16 h 17. 3 ONLAREY CExfERWTI �IN AL C W/ 4 GINGR(2§)ARE ALLOWED VIA IN CASE OF I `4 o. S MUST BE INCLUIDEEDyONLY AT EXTE—ACC-510E 0 InC a66 r TYP.EA,END ' S. (A)HV WINDOW BLADE l SHALL ONLY ALLOW A MAXIMLIM OF 5 OPENINGS (3'0 HOLES)FOR©4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. Ci^ (B)MN. CLEARANCE IR4 TOP OR Bonom EDGE OF HV MNOOW BLADE a MAX. 5 WINDOWS OF ANY 3'6 HOLE FCR t{�1 SIWL BE 12•, ALLOWED AT HV WINDOW BLADE 1/ Q (C)FIRST OR T BLADE CCYINC OUT FROM STARTERS AT ENDS MAY BE NV k WINDOW DUDE lI N I A (H U HOUTWINDOWS BLADE 1O W57 OF USED ALTERNATE TO A SONO HJ GIME 1O y MROUCM01ff SNUFTEfl•5 WIDTH. C A I (E) RMATES SHALL ALWAYS BE WALLED AD44CEM TO A SOLD HV I BLME(J1 AI ER1iER 9OE OF TT1DA.SEE END (F)POLYCARBONATE hV WNDOW®SHALL BE INSTALLED SO f TABS FACE SEE E D •• A nIE IMEPoOR Or ME OPEM7IG BEING PROTECTED.HV WNDOW�MUST BE CONDETAILS IO SHEETS ONLYMLSTALLED ANDLOCKEDUSINGA HY SCETING TOOL PROVIOED By ASSIL10aIB FULL HEIGHT. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IMO WOOD FRAME 1 1 •\ BUILDINGS ON SHEET I5•AS LWITED BY SPAN AND DESIGN LOAD(SEE NOTES P P A4 1 N 2 ABOVE). 7. SEE ANCHOR SPARING SCHEDULE FOR INSTALLATIONS IN1POURED ' CONCRETE OR CONCRETE BLOCK WALL ON SWEETSS 1212 6 133 AS UMfED By 11 11 11 1 SPAN AND DESIGN LOAD(SEE NOTES 1 !2 ABOVE). B. MINIMUM SEPARATION 70 GLASS SCHEDULE,PER ASTM F-1996' 1(SEE PUN FOR REOIAREMENi S) j (� .(�I - - — D �M TOP 8 BOTTOM yA L,qE`J7'p�•pr ; VWIND,ZONE YIMwM SEPARAl10N 70 N CUSS -_ - ,-UNLIMITED WIOTH-----_- ELEVATION M"SEPARATION�0°'L4 4 --- EX-STINGG1A55 F SCF,DOLE ON 94TT 11 FOR Q: ---` GN THIS SHEET FM KAM k OA . I 51IIAT6CAL CENTERMATES'2t •r2� v` '/ --__-___ / L�,II� 2 oa A�� W/O T(SEE NOTE 4 ABOVE) \ Y'24a25 / IYEICAL 1) HV BLADE WORKING IN UNISON eQWITH HV WINDOW BLADE fA SHUTTER* 4+FEFFFot. ''' ��CI FLORIDA BUILDING CODE Non High Velocity Hurr,cone Zone, t33�-••'vCENgF•'•,�-1•• .02017 TEIECO.INC. 02017 EASTERN METAL SUPPLY, INC. '�1 C Accordion Shutter System *' * /7iL�Eq �,.. A■S■S■A. RV. 11"#7 w/OR wro KV. �+noaw i3lA+DE American Shutter Systems EV• seftm r DATE DRAWN eY L.G. TICCIT TESTING & ENGINEERING COMPANY AetOC�OtIOnA iF1C. _ t OLD 15-085 7/27 1 ISL1E: 07/t7/T7 '.- 7r 6333 N.M 36W.SI..SI• T95.WRG6AA GV IWS,F-- MAA JJ16 4268 W atioods Drive t DRAWING 27 _ Pl- (205A87^1 1530.Fu.:(305)671-1531 _ - al: lat.cooao.com West PGIm Reoth, FI. 33407 3 ss10NA1.� ' EB-°006719 17-107 No �'-. 'II WATER A 1LLIT.r.PE 6 P.E. SEAL/SIGNATURE/DATE FLCROh Uc.T 441676 SHEET 6 19 or 20