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HomeMy WebLinkAboutProduct Approval - Accordion T BUS Home Log to User Registration Hot Top" Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search isProduct Approval USER:Public user Product Approval Menu>Product or AooBcarlon Seert:h>Apubcation List+APPI{r tlo Deuil 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 bfeelev@easternmetal.com Authorized Signature Bili 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 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 F'389 RD COI AMERICAN SHUTTER SYSTEMS ASSOC-INC. DRAWING'^ 17 106 CERTIFICATION OF INDEPENDENCE(11 PDF FL389 R9 ' l r AMERICAN cuTTFD cVSTFMS _DRAW_INS 17 108 CERTIFICATE OF 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 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 bottorn)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 1/-108 BERTHA HV ACCORDION SHUTTER SYSTEM PUF 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 SHUT-TER SYSTEMS DRAWIN 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-glade 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 EL3891_II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER 2 p.s.f,A.S.D. load for HV blade for Keystone mountings INC 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., 7 . 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 ASO 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 Iiar4 Contact Us 2b01 Blair Stone Road.Tailahassee FL 32399 Phone;850-48 7.1824 The State of Florida is an AA/EEO employer.COQVddht 2007-2013 State of Flonda.1:Pnvacy Statement::Accessibility Statement Refund Stat—trit Under Florida law,ema4 addresses arc public records.If you do not want your a mail address released in response to a public records request,do not Send elellronic mall to this entity.instead,contact the office by phone or by traditwnai mall.If you have any Questions,please contact 850.487•095.'Pursuant to Srnon 455.275 (1).Flonda Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address if they have one.The ¢mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not war,to supply a personal address, pUase 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: GENERAL NOTES: 1, BERTHA H . ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E-D) 1445 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA __-------_____ BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SEIALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIREO 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 THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES!1: At BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAN. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONEN75 AND ANCHORS ON THIS P.E.D. AS TESTED, WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER.A WIND DURATION FACTOR COIL 60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERIHA HV. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION '609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATI-REPORTS. TYttPICMAAL SHUTTER ASSEMBLY DOW SHEET 4 PL WINDOW BLADE &WINDOW DETAL -HV BLADED #0214.01-03, /0715.01-03, /1004.01-05, #1214,01-05. #031702-06. /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(1)AND HV WINDOW BLADE JA AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES I, 2 &3) & #1220.01-10 AS PER TAS 201, 203& 203 PRO'OCOLS LARGE MISSILE. HERE APPLICABLE) -HV WINDOW et-ADE Ea #050501-08 AS PER ASTM E-1886 AND E-1996 (MISSILE tFVEL D.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 BLADED AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3, BERTHA M.V. ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE#14x2.75'AND #14.1.75'RESPECTIVELY, 410--HT MINIMUM SERIES CENTERMATE TFRNS SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMAIE ALTERNATINNGG OETALS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEDS 2 AND 3. MINIMUM YIELD STRFNCTH FOR 6063-T6 ALLO"IS 30.0 kpi AND 35.7 ksi FOR ENO CONNECTION DETAILS I-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. � ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALLSCREWS TO BE STAINLESS STEEL. 304 OR 316 MSI 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 2411.33.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6, BOLTS TO RE ASM A-307 GAL.VAN12M STEEL, OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 T SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE(D 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 1D&Q WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 8, THIS BEN INCA HV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR 1N PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE CIA ONLY 9. 1T SHALL BE TME.RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALI. SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HU AREA 4: ITV WINDOW BLADE(1)ONLY CENTERMATLS AND ENGAGE OR LOCK ALI. MV AND HU LOCKS. 11. SHUTTER MANUFACTURERS 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 SHALL BE INSTALLATION DETAILS, METAL STUD WAIS SHEET 20 PLACED FOR EVERY OPENING. IASEUNC TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITII SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 5 APPUEG 10. 13. (a)THIS P-E.D PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ie. w ERL 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.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDEMNS 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 SHALL 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.00. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.C. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) 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 VeFocity Hurricane Ione LEI '` -2017 TIIILc0,INC. ®2017 EASTERN METAL SUPPLY, INC. N ' /IRL�EcO A,S,&A� Accordion Shutter System H.V. RADE#1 W/OR W/O HV. WINDOW BADE American Shutter SystemsREV.N _ 1 DESCAIPTON DATE DRAWN 6Y L.C. 1. TILLIT TESTING & ENGINEERING COMPANY !� Association, Inc. OLD 15-08s 7/2//1 oAE. 07/77/7 \\ p3!! lG1A.9L.AA.NIA YIRCMM:,VtD'115,RIX,DA J31p P.M.—:(305)e71-1570.fo.: (305)871-1731 4268 Westroods Drive 2 DRAWING NO .......... d .--i-uN.�ew,aom West PGIm Beoch, FL 33407 3 {asS` �,1'Htt EB-0006719 4 - 17-107 WALTER A. TINT J,.P.E. 1p.F..'SPAtfS0&4AY6RE/DATE FLORIDA Lk. 144167 s SHEET s F 20 Cr'r6R www:NEQ VARIES 1. 4 '• g gl Max. �R+ �� • A ♦4• I - tD i h 1 ..371 ' �� L._ _ x.365 ....._._.: !•— 6. 7• JHV SOLID BLADE0 L, O5 HV_ 90'/180' STARTER IJV UNIVERSALf 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BlAOE T (� HV BLADE�1 COVERED UNDER US PATENT I 1/ HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W FiV 6063-T6 ALLOY AND TEMPER `SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY BLADE ND LA() TEMPER :jpy r� 6063-TG ALLOY AND TEMPER t. r- •Tw) i, .7' 670• .994• . 67C 2.226• J 72 642 „r� rZT _.._- 4.89Y of iN a t �' 7)HV ADJ. ADAPTER W f.ISP_ L 4,43W HV TRENCH.E Z-4 OUAI.IFIED FOR USE W/ HV C;HV WALK-OVER TRACK -J.920 UHV ADJ. FLOOR TRACK Ej BLADE QQ OUAUFlED FOR U.$E W/ HV C9; NCH TRACK �3ss' 3.7b 6063-T6 ALLOY AND TEMPER BLADE(1' OUALIFIEO FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER BLADE O ONLY. .(10 HV RAINGUARD BLADES� ) 6063-T6 ALLOY AND TEMPER `QUALIFIED FOR IJ E W/ HV 6063-T6 ALLOY A17D TEMPER VARIES 1.36• BLARE 1 1• t. t VARIES 1,936• 6063-T6 ALLOY A D TEMPER Mw. .Q 1.917•_ : �- 3 063• 063' .083• 1 �1- .093' ' o. r !` .7... m. .12 ....._1_.... loo i 676 Cp\ I 670 1.686- •-1A 670 3529• 3.520• _ — i j •670, ��s• 11 HV CEILING HEADER � HV HEADER/SILL 13 HD CEILING HEADER/511- ONLY. EADER/SIL UO-AunED FOR USE W/ HV BLADE�1'ONLY, QUALIFIED FOR USE W/ FN BuOE!i)ONLY - �' NO WALL HFADE SEE SECTIONS FOR VAUORY- 6063-T6 AILDf AND TEMPEII" QUALIFIED FOR USE W/ HV HIADEi1j 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 r I COMPONENT A B T1 T2 % V l >; u L x MEL r uN 1 2' z' 0.12V,• ,• .081• 2' S'MAX.i 1/e• j 1/8• s' 3• 0.090• ...... '1� 2• 5•MAXI 0-192 0.192' 1® SIDE ANGLES e --- I" ....... 0' CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES '+9 zs- 7•MA%. 0.,90• 0.,90• �' BLADE U QUALIFIED FO�USF W/ HV ! I UALIFIEDB�E01 U W/ HV 6063-T6 ALLOY AND TEMPER BLADE LI,ONLY. .� i- 2• 5-MAX. 0.139•+0.131 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1 Tj�•�� 02017 EASTERN META-SUPPLY, INC. 1 •'4( �w� 021117 ilLltl:O.INC. BERTHA HT. A S S A Accordion Shutter System COI w c _ ■ ■ ■ ■ KV. BLADE /1 W/OR W/O HV.WWOW BLADE ri L E 4{ �/�� 1•* TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems R DESD..n«7 wn DRAWN er: Association, Inc. OLD Is-oes 7/v/I DATE., 07/27 T7 j pnDDe:(3ns)671-Is3o.rD.: (3as)en-,s,+, 4268 Westrood6 Drive 2 DRAWING No ��'•.;lpJ�10#; i4�1��' • ^� +'KORO'�y^ West Polm Beach, FL 33407 s 17-107 7_107 .'s^/0•....... ��,11�1 WI TERB %uT19r.P.L. 4 V 1 rLORIDA Li,. 6 44167 5 $Hf P.E� E/DATE 6 2 OF 2 4 7 --DIE CAST HOL,I,-G E—EL 1 V-20 .745' WED PANTED I-O-E CAST 4 71 P BMW PANDER 062- IIs,Ctt BRASS C111 DF� (CHRR (CHR..[`1101) PLATED) (2�1- HV CENTERM&M �4 7 QUALIFIED FOR USE W1 HV BLADE Ij) ONLY 22 HV FLOATING C -1AZ57- 6 MY LOCK HV EGRESS LOCK QUALIFIED dE W/ HV QUALIFIED FOR USE W/ HV 6063_76 ALLOY AND TEMPER ()U"ILO FOR JSE W/ HV & rLk ONLY BLADE 1)& ONLY. a 1)& ONLY. 6063-T6 ALLOY AND TEMK HVL CORNER CENTERMAIL QUALIFIED FOR USE W/ HV BLADE ONLY250"0.0. 518" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD _51a- 4.D45* MOLDED TO t753* 5L360'AFTER RPJETINC. 1/4*0--20 x+3/4" BEFORE RDIFTING S.S. THUMBSCREW 1Z4 /-20 RIVNUT* *SERIES 9444 ALLIWINM(2024-T3 ALLOY)LARGE FLANGE.THIN SHEET NUTSERT.PART#0820,AS WNUFACTURED BY AVDEL CHERRY TWORN.PARSIPPEW,tCW JERSEY 07054 OR EOJAL PLAN FXON1r ELIEVATION HV M -T" LOCK CENIgRMATE 4-516 V -T- LOCK CENTERMAT QUALIFIED FOR USE W/ KV BLADE,1 ONLY (*y my FEMALE "T" ENTERMATE Hy "T" LOCK HV ALTERNATIVE LOCK 'AND TEMPER' BED W ,2 LOCKER FOR QUALIFIED FOR USE ouiun FOR HV L EjUSE QUALIFIED FOR USE W1 HV BLADE Q-I-ONLY 6065-T6 ALLOY QUALIFIED FOR USE W/ HV BLADF,`1 ONLY W/HV BLADE CI;ONLY. AD ONLY. 6063-TG ALLOY AND TEMPER97 T 6063-TS ALLOY AND 7EMPE`Ir` 1W r- -tHU.MURN tD, D53- 06 CYLINDER OR .214* 0 6" 527 KEY CYLINDER 1" .2 1 .5.5- 0.675"Mm. .125*-1. HD CIENTERMATE W/ NO ILQCKIG ROD HD CENTERMAT 0 QUALIFIED FOR VSE W/ HV BLADE(j)& (A): QUALIFIED FOR USE W/ HV BLADE(j)& (UA- HD CENTERMATE' 6063-T6 ALLOY AND TEMPER S INSgp-T 6063 76 ALLOY AND TEMPER FOR WS. IV MIN QUALIFIED USE W/ HV BLADE(I"&(is, 6063--T6 ALLOY AND TEMPER /4--20 Ss.09 3/6'4--16 -THU EITURN CYLINDER —/2' Do I OR K ($a DETAILS) i� EY CYUNDFR 78 LOCKING ROD A LA/4-. (4 HD LOCK QUALIFIED FOR USE W/ HV BLADE(,- 37 HV 1/4' 4-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. _T6 ALLOY AND TEMPER 6, HV 16 ACETAL 3 3/8 ; MIMYTHUMBSCREWS IERIES S.S. THUMBS QUALIFIED FDR USE W/ HV BLADE 01 & E�T)INSTALLATION WILL REQUIRE A 7/16' HOLE LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR..V;� '_W BLADF'_l) QUALIFIED FOR USE W1 FLORIDA BUILDING CODE(Non High Velocity Hurricane ZoneLLIj4 , 0- A- TILTECO.INC. 52011 EAS7FRN METAL SUPPLY, INC. BERHV----- ........ EN.. THA , C Accordion Shutter Systema A,,S.S,As KV. BLADE #1 W/OR W/O RWI V. NDOW BLADE 7 Shutter Systems III". KSOW"M DATE _q� LC 'nLLJT TESTING ENGINEERING COMPANY American Assoclotion, Inc. I OLD 15-065 D7/27/1 0 2 S 17 TAT .III $1 ".. . 305.IIIINOINIA GIIRIMIS.nO�43164 E SMS P— (305)VI-1200 Fa,:(305)a7l-1531 4268 Westroads Drive 2 —DRAWING No u Az X, %.. I West Palm Beach, FL 33407 —3 OR wk.. TUEB-0006719 17-107 IIIALT a0A 1`14 CR�L:U'I 4 SHEET P.E.'t i0` DATE FLORIDA 1 67 a &F;o 3 Or 2o SHUTTER ASSEMBLY SCHEDULE FOR HV (11 HV 9 (D HV BLADE I 41 12'WIN. E 81-� EgGE TO BLADE '0625' j DnER.OR -5--7 HV BLADE IA @KJ Hv WINDOW BLADE .66�5- M2 I HV LONG RECESSED NYLON BUSHING BLADE'S 875' Y .toKNUCKLE -0 OPENIN .06251 f-, 1 _ Y1 HV SHORT RECESSED NYLON BUSHING Cr" O.062A- 0 JIAT PORTION RI 7� KV NYLON HAT WASHER @OR (a 0 1 1 E ; : EXIE�l HV WHEEL CARRIAGE AISI 302-303 SERIES j x WHEEL. 4 NIj OZ70*.3/16* THICK NYLON 44 2 7/8-hilki mv wwDOw 0.188*0 AISI 302 SERIES S.S. RIVETS CLEM SCPARIAON 63 HV 1 3/4" ACCORDION PIN W/ #8 HEAD BETWEEN .0625'1.0625' 3.7-100' EXTOM 5 3/4' HV 2 3/4' ACCORDION PIN W/ #8 HEAD 4 '�.4 -417p' OPENINGS ON CENTERS lq= onFe 7500' TT _2,1/ F 1/4 AloN POLYCARBONATE IMPACT RESISTANT HV WINDOW CLEAR BETWEEN TYPICAL HV WINDOW BLADE AND iPOLYCARBON IN "5- Y X 17500' (1)OR (!3 or EE NOTE FOR EOU,REMENTS OR POLYCARBONATE IMPACT EF51STANT HV WINDOW E BAYER MA4UV-STABROLON 3103 POLYCARBONATE ILIZED GRADE OR SABIC PIN 2- CL 0 BLADE BOTMW INNOVATIVE PLASTIC LExAN 103 RESIN (SEE NOTE "F" ON SHEET 19). HV W OUIREMEM AT EXTERIOR BLADE KNUCKLF FOR �.CESINS, OR (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR hl: BOTTOM BLADKNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR (9 HV E. I i EXTERIOR WICAL SHUTTIER ASSEMIRL., -PUCA" WSW [a 1.1 AT M (2) HV PIN (9 E)MAY BE USED IN LIEU OF AND ONLY AT NV PIN©NEXT OR EXT $OR 14YERI EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV 1Q an 374�, BLADE'S KNUCKLE- BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. (4 (SEE NOTE * FOR 14REQUIREMENTS) .048-ir- DIM 9.400 p..; 9=0..I. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ASN 0790 123m BE FLULIlUL UIODM� D'. �.Qw P..;. 3,5.000 P�. USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHALL SHEET (D NOTCHED aw ABLY am Is 17 Ft-*/I1 " L EL CARRIAGE DETAIL �E WL ABN D7"3 472 X 644 X IW AS�EMQLY LAYOUT WE C-1 MASS C-I clava ASN 019. 104*'F 960'F SS TV, w 9302 T HV BLADE SOLID M �fA,...HV WINDOW BLADE DETAILS � RM ELEF° N.T.S. PL T11 I"--, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTFCO.INC. C2017 FASTrRN METAL SUPPLY, INC. 13ERTHA H TM Accordion Shutter System R-�Ec o�,m c A.S.S.A. RV. BLADE #1 W/OR W/O KV. WINDOW!BADE TILLIT TESTING & American Shutter Syatam3 ENGINEERING COMPANY MY.N' DESCRIPTION DATE BY: LC.ms H.W.311U M.sft.305.Wft— 'L�1316 Association, Inc. I OLD 15-085 D7/27/17 DATE: 07/27/t7 nn"n 4' Ph—:(305)671-1530Fa,.(305)871-ml 4268 Westroads Drive2 S/ Hal E PrP/ll - E - 1900067West Palm Beoch, FL 3407 3 DRAWING No _LTE . •...... R A TiLLIT J,P.E. 4 17-107 t I P.E. SEAL/SIGNATURE/QATE MOROA Lc.#44107 —S — SHEET 6 4 OF 20 • °, _f3- 9:2 7 r a . •NOTES ON HV LOCKS AND CENTERMATES , ( w K s T u ! p�• a' 1 MANDATORY CONDITION lT: ONE HV LOCK,& or�SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Q� OR 12'ABOVE OR BF,I,OW 2 OF SHUTTER SPAV FOR SPANS UP TO 105'•AND FOR INSTALLATIONS AT ANY \ ELEVATION. HV LOCK;23 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR 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. �Q j 11�1�1 p 1 LOCKS Z4 „ OR § I MAY BE USED FOR ASAN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS CE OR FOR SECURITY PURPOSES, TO CENTERMATES Rj IAOL ORI SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCAION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. Hit �2 6 USED W/IWO H.V. LOCKS): LOCKING R005 ARE NOT REQUIRED AT j4URRICANE POSITION, BUT MAY 4 � • BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BF USED AT STACKING POSITION (NON HURRICANE POSITION). y I 4. • ONE HV LOCK�o 9[ SHALL BE USED AT CORNER CENTERMATIE FOR ANY AN Nil Y - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(24 or�Fj SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. gggg I n ATTACHED TO ��CORNER CENTERMATE W/(2) 1/4.0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �_S !°b RDC- AT TOP k BOTTOM HALL 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. 11g 5 FIRST ALTIERNATIE To MANDATORY qQtU=&I WIM 01&Y FOR HV LOA*j jq/MUMMICAll • ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INSTA LATIONS AT ANY ELEVATION. AL RNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20x3/4•S.S. THUMBSCREW TO f.OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4•ALUM. / t RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �� Q' � 6. u•"^•TYTRY CONDITION jjFDR KIErSTDNIE MOUNTING LL1ATT(JN$• ONE ITV LOCK®or @ or a 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 j I I TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q8 or CS w® MAY BE USED AS AN INSIDE OR i ----- OUTSIDE LOCK, ATTACHED TO C1 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD SS. SLE.ND M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION �'I 1 j OR 0 TOP AND BOTTOM Is COMPLETELY MANDATORY. DETAILS ON 0 F SHEET Ss rYPS.FULL , I 1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HE"T. I - , OF CORNER I SECOND '5NDITIM JI VALID ONLY FUR Hy-r 1=4 00 CENTIER111AVES go AND CENTERMATE - --- ACHMENT n /G •ONE ALTERNATE HV "T' LOCK MAY 8E INSTALI.FD IN UEU OF MV LOCKS OR FOR ANY SPAN AND ®oN�Q©•G.oR�a110• "I 1 OF LOCK®INCLUDES M AT ANY ELEVATION SING REINFORCING LOCKED YAS SHOWN ONASECTIOINSINE HVG,OR OUTS40E LOCK.SHEET 9•WHICH�musr BE 1D•®a®. a�. a ' CONNECTED TO CENTERMATES®AND�I W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4-0-200'S.S.M.S. INTO A 1/4-Ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©•�� MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(�TOP AND BOTOM IS MANDATORY. Ca•tea®' „�,�a .�91 M EEL 1. ,pa LOCKS & CENIERM Af ONE ALTERNATE HD LOCK }(,MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOOKS(24 OR,?S FOR AMI SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(f MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.AI IACHMEM OF HO LOCK�4 TO®IS W/3/8% 3/8'F.H. S.S.N.S..AND INCLUDES N.T S. REINFORCEMENT INSERT 33!AS SHOWN ON SECTIONS HOB-NVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS,55.IS COMPLETELY OPDONAL. III/J'III�I'"iii FLORIDA BUILDI on High Veloc,ty Hurricane one 1NLI�P�''• \CEN• •'/✓•' 0207 TIJ-n,INC 0201; EASTERN METAL SUPPLY, INC. BERT14A H V I,, A■S.S A. Accordion Shutter System RV. BLADE /1 W/OR W/O RV. WINDOW BLADE / Ar ; American Shutter Systems OESCWTKIN DATE DRI.,,a Lc. f TILLIT TESTING 4 ENGINEERING COMPANY 0- / TE F Association, Inc. I OLD 15-085 7/27/1 DA,E: 07/27 17 Q�� 415 R.V.tso sI.5p.305.WkoN GADENS,F"M 33' 4268 Westroods Drive 2 di Pt—e:(305)871-1530.Fo.:(305)871-1531 DRAWING No ss�eNAl E�\�'EE`I WALIOE -CO6fe i cP E West Palm Beach, FL 33407 • 17-107 A RORJA Is./44167 5 SHEET P.E. SiA 71G PURE/DATE 6 3 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED--. CONCRETE- REWIRED ' (�1/4'0-20x3/4'SS. CONCRETE REQUIRED SHEET 13) .__... CONCRETE ANCHORS I MACHINE SCREWS EOUIRED_�. - .-.•___....... FOR (SEE SCHEDULE ON .I W/ 1/4'-20 .- ._ .__ CONCRETE ANCHORS 1 1©18 A oNE(SEE NaI~®aN sNFn 7) r SHEET 13) I NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) R \ 1• _1• j - f Min ...1/4'0-20x3/4'S.S. Min- 14ORI I E EO MACHIN[SCREWS -Ea EO •'�- .____" USING 1/4--20 NUTS 2, O 12'O.C. / E.IO.A V/2"J .250-M- •---- J 13 aR g _ - 113 ; OR 5 T © .250' :E. 0.- I I I .250'M... E D.• I \ I ,1 1 Mo.. \ E.O.• �\ i i OPTIONAL -OPTIONAL Ay WE ADH.SEPARATION TO GLASS 1' ExT am womm r r )OR (1�• �i E� -(' --(SE[ScrEDULE ON SHEET 11) CLASS EXISTING gASMHESET 4 MIN.SEPARATION TO GLASS GLAS'-moi (SFE SCHEDULE Ch GHEE- il)- - ......4._."_.. EXISTING GLASS--; I C. HV WALL HEADER INSTALLATION A HV WAIL HCAD R INSTALLATION B HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ._".._.. MM.SEPARATION TO CLASS _..__. ..__..__7 .� GLASS-- W.SEAow"M 1)OR ;Y l,• I 1 EXISTING ...—(SEE SCHEDULE ON SHEET 11)_—_ y) KI BASS(SEE I 1 MIN.SEPARATION TO GLASS GLASS 1Saaa 0I _ I I `(SEE SCHEDULE.ON SHEET 1,) M SR m I.FOR ' 0*0 HADES CL 4 QJ) EXISTING r __._ ' 11A55— E.D. i E.0.• C3) Max. I'• -.--Ur OPTIONAL. i �� i - ,��1'U D.O � F.O.• .I I I__ E. D.• i t l T/2' I� n I L, ._ LED EQ-R LEO EO' PHILLIPS UP5 TRUSS HEAD 1/4'l-20x3/4'S.S-PNIWPS - MACHINE SCREWS USING '.�. CONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS -.. '....CONCRETE ANCHORS 13) 1•_ 1/4'-20 NUTS O 12'U.C. L--(SEF SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET '1 Min. POURED CONCRETE— SHEET t3) POURED CONCRETE J OR CONCRETE BLOCK OR CONCRETE BLOCK _."L_- I=NCRETE ANCHORS REWIRED WALL REOUIRED 'D BY WA _ SILL INSTALLATION (SFr SCHEDULE ON (_ HV WALL SILL INSTALLATION -. POURED CONCRETE.- SHEET 14) OR CONCRETE.BLOCK WALL REWIRED � HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E. D. -EDGE DISTANCE • SEE LIMITATIONS OF USE FOR T ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 6 ON SHEET 19 1 HV BLADE 2- MOUNIM SECTIONS CAN BE COMBINED - IN ANY WAY TO SUR ANY IMSTALIATION. 1 I. ERI p A- / FLORIDA BUILDING CODE Mon High Velocity Hurricane tone \\\\\ �''�,\GENS• .•`'9:, 02017 TILTECO.INC. X2017 EASTERN NE iAL SUPPLY, INC BERTHA HV,. 4A S S A Accordion Shutter System L E IE O 1 N C. H.V. BLADE#1 W/OR W/O H.V. WINDOW BADE American Shutter Systems REV6 No DESCRIPTION DATE DRAIN LTM. L,C- 'S e \+ TILUT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/1 DATE. 07/27/17 �•'•.••_ �\, 0J35 N.N.3aA.St..Sb.J0..NMiMN ruNLwNs,RW�.A 3J. 4268 Weslroads Drive 2 PN.rW:(305)07-1530.r..:(355)87-1331 DRAWING No p' .--4:tat..6.0— West Polm Beach, FL 33407 3 S��NAI t Ee-Dooe710 17-107 x.Ixl.•'�, WALTER A TAUT J.,P.E. 4 •''• FLORIDA U../µ1e7 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS IAN gpNwTOR O 1 wovm" POURED - (SEE SCHEDULE ON SHEET 1}) ro aAa(SQ ' M' CONCRETE C'--- SCHME w 5Hir 1 OR ® EXISDNG m i �'(Sa 1fOGLAW MAAL 1 REWIRE EDGE ff `11 P3R Is Foto GLASS--I Kx R•AAMIw SST ) _...._r__._... .. w SHEET 19 FTA SLAB If to aN11 D.�-=-...._. APPLICABLE EXISTING RACES Q,A Q� r-(a solmut 9 CLASS I w aAa n) ? ALTF.RNniE, _ ' i i i EXISTING 0, of ANCHOR q�S-� 1 - LOCATION 1 i //10x3/4 HEX WASHER HEAD I 1 1 OR 13 0*11$ 3/6'I.. / TET( SCREWS O 12"O.C. _ EDGE OF R n 3/6�YM. CONCRETE ANCHORS -_ 8, SUB IF T tUlu ,l7 ^/ (SEE SCHNEDULE ON SKEET 13) TO APPLICABLE POUR[ \/ -_. _ - OF ' fY EX{5TING '' EDGE OF--+ SLAB E GJLSS_� SLAB IF i ' 1/2' +t!-7• EDGE OF - _ APPLICABLE 4------ SLAB IF i APPIX;ABIE .0. -ENO. .Do— PUGIRC CONCRETE l(FLFF SCHEDULE O .___.__..-. _.. t l ON SI ' POURED ' m rum(gE 0.• ODHCREfD FLAT HEAD CONCRETE ANCHORS .i I EIAAaOE My ♦ POURED REWRED (SEE SCHEDULE ON SHEET t4) ' 1 SIER 19 Ern 1-OR ® CONCRETE �......_-_ REOUINtE'p CRETE ANCHOR$ ' 11 SlWia® REWIRED D.• "`,1FFT ") (,11 TRENCH INSTALLATION VAL10 ONLY FOR UP TO r70, -75 PSF A.S.D. IHV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER -H HV FLOOR INSTALLATION t SCHEDULE {3. SHEET 11 HV CEILING INSTALLATION ExIS11NG ^...--".. W. iMllw --. - -- - CONCRETE ANCHORS x«roloxw6rx -- O (SEE SCHEDULE Ott-/ , 0 Rw Nltaool Tr .wc w a srti+Ij .......__..lf SHEET 15) / /`• ADuvm,MF xoI 1 ` I EXISTING EXISTING-"} T—..—.........._ S%MRS116T OR I/4'S P01IEA4 i 4 GLASS--. I /• EXISTING—7 CLASS 1 MK MI'M\Ipx ro Ol6s • FAS1 3/4'TAPPER.ANCHORS V 01AS5 -',dllt MN[elAa w vu�I,7 fo>i�Ic'R"ap ,t) O.C.FOR UP TO 6MW VSPM AO 1 4'0.C.FOR SPMG tMGM nVN I I 1/4" 61-0"tP 10 4--0-N AFPLT-/7 �l I SDI ANT AT 001131Y001131YFASTENER IEA: . ® (11".)(SE"M t tri! ^,1/7." S • 10x3 4"LEX S EET 11 FOR IWTATIOby 3 B" 112 WASNE NFJ1D E.D.• MAX COM.SENAHT-- I T- --'I TEK sCREws __-; _ :I .—..._.__� 1 O 12"O.C. O$ I 11 #I4TJ/1" HEX HEAD_ , l I"1- � �T:3/8" ' i' \ 1/4'F-20,3/1'ss IAS D � II TEK SCREWS O 9.O.r- I - �{�p�) --#14X.5/4"S.O.S. I I 1/4• �. O n"0.0. CONCRETE ANCHORS ✓ �_ _ �•O L I/ =_._-- 1 �'-Gslw 1f1'A-Z(1 Ours OR 1/4"►-20 S.S.M.S. 1 �- O 9"O-c. T' ____ MOz- I, W/NUI O 9"O.C. SHEETSC`)DULE ON ,1/2L__ \ ooSR telPA _---- 1/z"i-1 C1 . -17 ig T -._ .• •'..2.00"MIN' `wu TRW(DENOR SCONATNEtE i EDGE DF E.U. SIu r SUB �.- \ 5\�114X3/4"F.M.S.O.S. _• ►I1. APPLICABLE CONCRETE ANCHORS ANCHORS \-SEE NOTE 13(0) _.... \ O 8"O.C. RF:WNF.DKURM CONCRE� -----E D. - POURED CONCRETE-� (SEE SCHEDULE ON ON SHEET I POURED CONCRETE ~ON SHEET SEE NOTE 'i(b) ..f--------END. - - OR CONCRETE BLOCK SHEET 14) ..__._____.;.�__...__ REQUIRED DR CONCRETE BLOCK REOUIRE.D (1]I KEYSTONE MOUNTING INSTALLATION oPTroNnI ParaED—/ K;; HV WALL FLOOR INSTALLATION IAAXMUM AS D.DES12N PRESSURE -64.-72 Pw CONCRETE HV WALL WALK—OVER INSTALLATION INXMUM SHUTTM sPAN a-0' REQUIRED CJI HV RAINGUARD INSTALLATION t ►Ku •t THIS INSIALUTION SHA_L BE NOTE FDR COMHINADQNN.-OF SECTIONS: Y C.O. e.EDGE DISIANCF REMOVAB_E WHEN/iRFORNED ADJACENT TO AN OPERABLE EXU ♦ SEF LIQTATION4 OF USE FOR I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLAOE SHEET 19 INSTALLATION DETAILS W/ '1 HV BLADE ASSEMBLY MOUNTING fI - N Am WAYTTo SUIT ANY INNSTACTIONS CAN ALLLADOON N � 1Fj1N A A. T ''-,• FLORIDA BUILDING CODE(Non High Veiocit4 Hurricane Zone 15 ... BERTHA EIy ✓ �_ (`2017 TII TECO,INC. TM L SF''.. p- * 0. TL E�T O A,S.S,A, Accordion Shutter System H.V. BLADE #1 W/OR W/D H.V. NINXAV EI..ADE `�•'. TICCIT TESTING # ENGINEERING COMPANY American Shutter Systems Y OcscRwIK1M DATE fIRA4+T In: L.C. V�I15, 6365 NN..16th M.Ste V5.MRGWA 40IDENS.ROr°OA 3JIG Association, Inc. I OLD 15-085 7/27/2 DATE: 07/27/17 • PNp (305)471-1510 .Fax: (305)571-1531 4268 Westroods 0,�e I DRAWING No Gn«oeow.�m West PDIm Reach, FL 33407 a 17-107 7_1 O7 E9-0006719 '" /I//°°•x°• WALTER" TIWT fir.P.L 4 P.E. SEAL/SIGNATURE/DATE noRDA Lc. 44167 6 SHEET 6 7 Of 20 1 INSTALLATIONS W/ (1� HV SEE NOTES ER AT L LOC RODS 3©,HY LOCKS®o•o FIN ANTI nLrERwrE Hv Locx 0 ON s11EEr s. OUT ,.. 1 `j --EXISTING cu Ss o ##BLADE SLA,"OETAL NVr IS vwo FOR ALL BLADE WZ HV CENTERMATES CEN ERMArES APPLfAT ON �"Bu0E0 QR_U SEE END WALL CONNECTION 10•®«©'®«©'©« EXISTING cuss DETAILS ON SHEETS 10 k 1d— (9 •O•©a©•O'®a I I 1 a 1 a $ a 2'x2•xt/6'.0'-2 ®.®a�.®a�•® 3 1/4• 7• 8 1/2• ._. T I (6083-Te ALLOT)ALUM. OPPOSING SYMMETRYCAL ANGLE w/2)1 o*0 TAPCON t/2• a®• ANc ro CONCRETE CENTER AT $ CENTER A7 5 MIN. SEPARATION (TOP /BOTTTM) /10x3/4•S.MS.O 12• (4)010=1/2'S.M.S.TO TTreE; O.C.RILL LENGHT. W/ B -t or W/ HV LOCK or, TO GLASS i (SEE SCHEDULE AT EACH ANGLE.(TYP)JON SHEET 11) 35* IN W� J _ I ----------- 112- J31) )I I OIF I ;F I --- a®a©•O«Oa 10 •®« V ---- O --� `��a'771 a ® .._ ._ OUT ® " ---' HVC 10•®�^®'O3°"©•©«_ HVA Ey !'-,L`/-5R{ ©a®a©•OaOa10 •®«VV POURED CONCRETE OR r-EXIST LNG CLASS ,O - —.O •©aO'O•�«I ——'-——__— _——— 10 ®«©'®a '®a ` RENCREO BLOCK WALL �3 sTR4G ®D"®'®«� SYMMETRICAL — -——— O'd 'Q«�'�;®- MN. SEPARATION —— r GLASS t®•�s r GLASS ! C N R ATS IN `® ®a i©.®,,,®•®„ To cuss 5 _ .\`� W/ HV LOCK ! (SEE SCHEDULE 7 (INTERIOR) i O'®�'�•®°A�• ON SHEET 11) i 7777 MIN. SEPARATION\ TO GLASS �\ I►1 ® ® \ ) a©• -_" I`I OPtIONAE SCHEDULE OON SHEET 11) (INTERIOR) i OUT —" /� CONCRETE 1_ - _ _ • \ _ ' ANCHORS C, ---•.. -- * � fkn3 16'O.C.®a vAP1Es ... 3- , _ * — 9U' I * a © ® '>�•)y a O U T 6 1/2- VAX. SLAM J , �f OUT (EXTERIOR) HVE HVF** HVD {� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ''�\v�Ns''• �� C2017 TILTECO.iNt. 02017 EASTERN METAL SUPPLY, INC. 1t A S S A Accordion Shutter System _ I L E C INC. ■ ■ ■ ■ HV. BLADE p1 W/OR W/0 H.V. WINDOW BADE Its American Shutter Systema 71WT TESTING t ENGINEERING COMPANY " DEscR1rTTON GATE DRAWN er, Lc. In ' �� Association, Inc. I OLD 15-065 7/27/1 DATE: 07/27/17 v etss KV,X. R..Sb.]M.NA]NN CMDD6.FUYWA J31e PhI n (305 71-1530.FDx.(305)871-1531 4268 Westroods Drive 2 .S/�•••.•.•E'NG\1111tt, rAu_.e�;"Twr'a..c�. West Palm Beach. R. 33407 s -DRAWING No 107 kAl 011/1' FLORIDA Lk./44167 5 SHEET P.E. S 2' SIGN TURE/DATE 6 8 F 20 ALTERNATE INSTALLATION " " V "I" K LOCK W SEC run COMECTION DETAIL ON VMS 10 Ar is INSTALLATION ) HV BLADE �-'OIN `1z �' `aweFit.0S.,OETAE Mf.00CATFD aH s F S. VWZ HD CENTERMATES f t IS� AS RLL AS JN It S4 FL-IM &.NL®DETNI HDD-"v �d©•Oa© 1O•®� MnI T D ON i.5 S1NTT.W BE USED MRH n,15 KTERNA NSI n Drawl nvc no w n n 112E!OW NIIESHEETS OCO e-� yam. © 3 * • 3 DaNCACN i (oPNxwa) — ) (4)n0•,/Y s.ws.ro TueE� �'• IN3 Al FAC N E I—) j � D.C.FULL LEMLM t IN (4)ILK ({)N.Y. ©0 HV "T" pea(TwJ tele aai°aiau $ LOCK (INSIDE) ) y EIQE ) 3 - ML �� � ,, 5 �l:J � 2 �-� •-0�� -Cfl ATIJ ra OUT 31 ae� i 33 31 ae® 31 oa 3 J 31 oe 1/4" /-20 x 1 1/2" S.S.M.S. 4 -• 35*� *SEE NOTE 6 FOR Nw Loa(®• s W/ 7/8"P x 3/32" WINGNUT. (wgnIoL)HD13-HVB OUT (` ) HDC-HVC 'T �'ON SHEET 5. ©0 NV "T" LOCK (OUTSIDE)"� ® SYMMETRICAL HD CENT);RMATES -YMMETRICAL HD CENTERMATE5 w_L.&_ LOCK ( XTERIOI;� w/ LOCK-(IJTJM) t SFreLe ea44 ALUMIeN n v* (2044-T3 ALLOY)IAIICE PANOE MN SENf 062. AS WNUFACTU D Iy AYnr, �©w.O0..©©•q 0-0-0 PARSVNY,NEN JERSCY 07054 OR ®ew EOUII. .®a0•®o�e.©a ---- � I`sEE worts au Nar,Nm Roof®.w Q.ams oN sµ2*s —(D /^� .—_. s*uNVERsrL NEarnwc a.oE®o[TNL vara r%I w.CD>'f I—M APc,.rA xw s 6 n e An O HDD-HVDte FLOATING STACK A- FLORIDA FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone' N Pxr?tILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. �yBERTHAHT- M 4 S S Accordion Shutter System A A 71 L ECO 1 N C. KV. HARE#1 W/DR W/O RV. WINDOW RADE • / j TIILIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION OAtt DRANK BY: LC ��'•., �' Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/+7 63M N.N.Men Sr.1r4.kis NRGMA CMDENS.rLtMll 3:,5 Pr•.one:(305)871-ISJO r•. 4268 Westroods Drive 2 (3os)e71-,531 DRAWING No /ANAL G" II(II( = m ce-coos°9 West Palm Heach, FL 33407 3 17-107 •�'� IIl I,42., WALIER A IkLIT Jr.P1 P.E. SEAL/SIGNATURE/DATE n.oRloA o asla7 5 SHEET 6 9 OF 20 —""' ""-- ---- POURED CONCRETE POURED CONCRETE OURED CONCRETE 'CURED CONCRETE OR OR CONCRETEOR CONCRETE CONCRETE BLOCK WALL OR CONCRETE _....._" _.__.. BLOCK WALL REQUIRED '--'__...... .._. - BLOCK WALL REQUIRED REQUIRED � BLOCK WALL REQUIRED � EXISTING GLASS[ EXISTING GLASS CONCRETE ANCHOR-. EXISTING GLASS 7 I---2' WN. EXISTING GLASS o 16"O.C. .L__ MIN.SEFAFIA T�01`1 r.i� 1" ._.2'MIN.- T 10(LASS(SFE MN.SEPARATION SGEDIAE ON RIFF MC�� I 1 I MMI.SEP'MA1XJ1 EO Ea TO MASS(SEE 11 FOR BADE OANO SCHEDULE ON SNEET 'I TO MASS(5g 1 I I SLYEOUE ON SHEET 1/16'x3"MAX.-1_- ON SHEET 19 RR 11 FOR BLADE OAND 1 -_" SCHEDULE ON MET it FOR BLADE(DAND (6063-T6)CONT. BLAOF i m h® 1/2, _11 FOR BIAOE OMO ON SHEET 19 FOR LOCATE AT�/�(may R MFT 19 FOR ALUM. CLOSER T, I 1 BADE.S m k Q/� -.L ON SHEDES I 19 FOR EIIR SIDE V ` BSS�i® PLATE. (LOCATE 1/2 ' BAS®i AT EITHER SIDE YN'1 Of5 ) OFC) 1/2' NMI. I +USE 1' OR 2'MAX I _ --_ i �tOxi/2"S.Y.S. I ( _--- (AS APPLICABLE)z2'zt/B'%O•-2' ` SOR ' ALUMINUM C11P ANGLE#lOzt/2' S.M.S O 16'O.C. ' (6063-T6 ALLOY)AT MIDNEIGRTO 16"O.C. _�_ (dl.-/j\ Ozl/2"S.M.S. TOQk �(LY (2)I/AY TAPCONS ANCFIORS TO�J WNl AT 1'O.C. (LOCATE ATSEE DETAILON x FOR.; ry( ,(�SIDE CONNECTION V�R 1L"�' dTHER 510E Oi O) I � OR SEE DETAIL% FOR-J d Q(t ®- TO TRACKS '�"-1 -®-O O �'®- 6 7 6 L SIDE CONNECTION 6•LT'S.-_6 T SEE CONNECTION 4 ® �'O -6 7-e 1 •®^' ID TRACKS -6 ).e f �•®'©•`Lj^'©'©- TO TRACKS 1 0.0-0 END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL1) END CONNECTION DETAIL 0 i REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR CONCRETE BLOCK WALL % EXISTING —EXISTING GLASS REQUIRED U f i10z1/2'S.M. '- ------ mMsBE! I e 16 O.C. MIN SFWRUKN D/ y------>' ___==__ SCHMUIE ON SHEET TO MASS(Sff �. 11 FOR BADE UDANO CONCRETE 1/2'MMI. © O ON SHEET 19 fOlt ANCHOR O 1 EE ON Q --_ _ ) OR 3 OR 1 OR) ON SHEET 19 FOR CONCRETE BA06�4'� 12'O.C. 5 Ell m&® 4 _ ____ _ ,T OR) ANCHOR ' Ea O 1 h MIN. D.C. 1/2 L.EN. _ EQ 2'MIN. 2"MLN. - ♦ SEE LIMITATIONSEEET OR ..._. BLADE©ON S@0R@-(q-R3--(g S!i!S_.L OR PLAN 17— It OR �� DETAILX POURED CONCRETE OR �;x©•O7"®'1"Y•®' .. ..__ ®wF� �©©°' EN-D.-INSTALLATION CONCRETE BLOCK WALL \..._O.O•``L©L%a©•O-®a (1�HV BLADE OR HV WINDOW BLADE INTO -07 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAI1 ®-q;m' NECTION Q TAIL© -0'0 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone AH 7' e2017 T117Eco, Nr: C2017 EASTERN METAL SUPPLY, INC BERTHA HVT—. ,t' ♦ Ir i L 1 ECO A.S.S.A. KVAccordion Shutter System • �, . . BLADE yT W/OR W/0 H.V. WIPDPN BADE American Shutter Systems DATE Br LC . •RMC Z.!►� TILLIT TESTING h ENGINEERING COMPANY /� ♦ Association, Inc. T OLD 1s-o6s 7/v/1 DAm oT 22/r2 0 F ♦ e35s Nw.wa si.U. acs.w+uNu arAOUm.noPzu.35ie ' ♦♦ pto.. (305)671-1530.FP. (305)871 1537 4268 We,trc0ds Drive a S/O•^••••'�G\tHld .-.w noa,.com West Palm Beach, FL 33407 s DRAWING 17-107 NAL E EB-0008719 ��� HALTER A.T41.1.1,P.E. 4 FLORGA L-f 44167 S SHEET P.E. SEAL/SIGNATURE/DAF 6 10 SCHEDULE 111 SCHEDULE Y2 SCHEDULE !13 MAXIMUM SHUTTER SPAN' "L+" OR "L--" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" "`""-- !It. FOR INSTALLATIONS w/ OR -L ft.) FOR :NST 1Aa Irk e ��4IES: )� ( R "L-" (ft.) INSTALfATI0N5 CFNTFRYATES. ® & ®or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN 'W/ ONE H.V. LOCK - or 0 or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. I�.D LOCK W/ NO LOCKING RODS or ONE HV LOCK orT61 L-: MAX" ALLOWABLE SPAN FOR A GIVEN NECATIVL ® ® OR W/ NO LOCKING WALL CENTERMA>® 28® 29 W/ ONE W/ NO LOCKING RODS ® ODS MOUNTING 0.F. K &OLE M. N,S, &PV 0, A.S.D. DESIGN PRESSURE PAYING. H��,E[)�"T" LOCK 30 W/TWO LO I�S NG (SEE NOTES t.tt) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 'LJ (VALID FOR WONTING 1 RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: INSTALLATIONS CONCRETE&Wool) CONCRETE MOUNTING & M MApA4I ' ~ •W'X� INSIALIATIONS GIVEN A POSITNE A.S.D. DESIGN PRESSURE RATING. "SAN SIIK WALL MOUNTING FLOOR/CEtUN0 Aff"391JINEWILL MDUNt'NG PREMM RooR/r-EUNc 9amL►/G DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. ftTM "Arm tr IaRNC GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. WOUNIMG (A...0OR BOOR/CL7l1NG MOUNTING (µaft L4 ON-) _ <,PA_) I.OR-) FLooR MOUMn l pl1 L-( Lf (A) L- t 4 (R) L-{1a l 1 CU t-0) O MAXIMUM SHUTTER SPAN 'L+'OR 'L-'FOR 'Tf30 OR LE 16'-0 16'-0" 16-0' 16'-0' 30 16'-0" 18'-0' >0 16'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-f0' t4'-10- 15'-2' 16'-0' 35 16-0.to" 14'-t0" 35 105 psl.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN •L+'AND 'L-' 40 13'-10' 13'-10' 14772' 15'-2- 40 13•-10" 13'-10- 40 14'-2' I5'-0' (3) PROCEDURE TO DETERMINE MAXIMUM SPM! FOR 45 13'-1• 1J'-1 13'-4- 14'-3- 45 13'-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'-S' tr-5 12'-8• 13'-7" 50 12'-5' 12'-S' 50 12'-3' 13'-1• MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS 55 11'-10' 11'-10' 12'-1" 12'-11 55 11'-10" 11'-10' 55 11'-1" 11-11- SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-r 12'-4" 60 11'-4' 11'-4' 60 10'-2• t0'-I1' NOTE/5,SHEET 5. RATING: 65 10'-10• 10'-10" 11'-1' t t'-t t' 65 10'-10' 10'-10' 85 9'-5' 10'-t' DETERMINE:L,+- MAXSPAN FOR WALL MOUNTING INSTAilAT10NS. 70 10'-8' 10'-6' 10'-9' I1'-5" 70 /0•-6- 10'-8" 70 6•-9" 9-4' .L!+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' ,0'-1' 10'-4' 11'-1' 75 10'-1' 10'-1" - 9'-9- Iy tEXCEPT THAT MAXIMUM SHITTIER INSTALLATIONS. 80 9'-t0' 9'-10- 10-0- MY-9" 80 9'-10" 9'-10' SPAN 'L+*OR 'L-'AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85__ 9'-8' 9'-6' 9'-9' 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTAUATIONS INTO CONCRETE RATING: 90- 9'-3 9'-3' 9'-5' 10'-1" 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE UMrrED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9'-2' 9'-10" 95 0'-0' B•-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 W-9" 8'-4" 9'-2* -1" 95 8'-9' 8'-4" LIMITED TO +64,-72 P.S f AND 8'-0" SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHtET 7 INSTALLATIONS. 105 _ 8'-7' T-11' 8'-9' 9'-4' 105 6'-7' 7'-11' F 110 8'-4- r-7- 8'-r 9'-r 110 8'-4- 7'-7- MINIMUM ALLOWABLE SPAN IS EQUAL TO TH:. 115 B'-2• r-3' W-4' 8'-11' 115 11 r-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L,+-, %2+'. 11 AND 'V-" 120 8'-0- 6'-11- 8•-r 6'-9' 120 8'-0- 6'-11" (4) GO TO ANCHOR SCHEDULE. WITH FINAL MAXIMUM 125 _ 7'-10' 6'-6• 8'-0' 8'-5' 125 7*-10' 6'-8• ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-6' 6'-5' 7'-10' e'-I' 130 r-s- 6•-s' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2• 7--9" T-9' 135 7=7- 6'-2" WIND ZONE SPACING. 140 7'-5' 5'-11' 7'-7' 7'-6' 140 7'-5• s'-11• ASTM E-1996 SEPARATION 145 7'-3" s-9 r-5' 7-3= 145 7'-3' s-9• TO GLASS 150 7-2' 5'-7' r-4' 7'-0' 150 7'-2' S'-r 155 r o' s'=s- 7,-r 6•-9' 155 7. s'-s' 1 THRU 3 160 _6•-11• s'-2' ...T-i- _6•-r 160 6'-1r 5'-2• 165 B'-10' S'-1' 7'-0' 6'-4' 165 W-10" 5'-I' 170 8'-9' 4'-11' 8'•--1t" 6'-2' 170 ......-175 6'-Y 69' 6'-0• 175 6'-r 4'-9' ,80 4'_a' 6'-6' S'-.1D ,fio �-6- ,'-6 1 HV BLADE 185 6'-5' +'-66'-r 5'-8' 1 185 1 6'-5- 4'-8' 190 6'-4' 4'--3" 1 6'-6' 5'-8' 190 W-4' 4•-5' --195- - 6'-3' 4'-3- 6'-5' V-5* 195 6•-3' 4'-3' 20C E'-2' a'-2- G-4' S'-3' 200 6'-2' 4'-2' 1 205 1 e'-t' V '��.�� FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane lone (�C .. 0201; EASTERN METAL SUPPLY, INC. v[� `\GHVSF 6201? tiLTECO,INC C i TI, FTI7C07, t1� ALS.S.A■ Accordion Shutter System I{v. BLAnE #X w/OR w/o Irv. WIPOGY BLADE * American Shutter Systems 1, 1TLLIT TESTING & ENGINEERING COMPANY y r.No DESCRIPTION /An DRAMA 9r MiOQV. LG. 'p '•,!""" r•�y 1�� b]SS M.N.!!U St.Sle.305.IVO—CAVE.%rlORw Mi Association, Inc. , OLD Xs-cas 7/27/1) DATE 07/27/17 Pnone (309)671-1530 Foe:(3(305)871-15314268 Westmoas Drive z DRAWING No un«�4,.�o West Palm Beach, FL 33407 s 17-107 7_'07 -SS/ONAL tt,"ttl E A.TIL-IJ . " WAITER A TRLIT Jr.P E FLORIDA X ic./44167 5 SHEET P.E. 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SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g$p DEsrN NEGATNE PRESSURE RATING AND A GIDWIL! INK MOUNTING TYPE FOR CONCRETE OR 014METE BLOCK DMALLATOIS (SLL MOUNDNM E.G.W H ON SHEETS 6 a 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CVIICJLR/CONtlRTE BUXCI( POURED COINCREM (A) TO EXISTING POURED CONCRETE: (Min. Fc - 3 its;) MAXIMUM /1 - 1/4-0 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Mm. rc 3 Ani) SPAN �DWALL SILL MOUNTING ©CEILING MOUNTING `HJ FLOOR MOUNTING ANCHORS SPACINGEGPYD _ 1/4'0.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED eY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min rc 7 k0i) (R) &06ip NICAINE P165SM RUNG _)As&DESIGN WCINE PIE3AME RAINC(,.,_A.S.D. 1lrAINE PKSSLK RATW TAPCON�� - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Yin.rc -2 k9i) 30 40 80 75 90 120 160 205 ]0 40 60 75 90 120 160 206 30 10 BO 75 90 120 160 203 TAPCON Wilt ADVANCED - 7/4"0 TAPPERt ANCHORS AS MANUFACTURED BY PowErts FASTENERS,INC..ANO DISTRIBUTED BY ALL POINTS SCREW,BOLT g SPECIALTY 14 6 6 3 1 1 9 0 6 14 t 10 9 0 e 6 THREADFORM WITH TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCLATIO•,INC. CH (Min.rc - 3 k.) 3'-0" 1s /2 10 9 8 0 6 6 14 12 10 0 0 t 6 6 14 12 tO f 0 -!- t 0 ALL POINTS SOU O--SET OR LESS 14 12 ,0 9 8 8 6 e 14 13 10 • 0 6 6 0 14 12 10 9 8 86 5 BLUE TAP W/CAP NOTES; 14 tY 10 • t 8 6 7 14 12 10 9 0 t 6 6 14 12 10 f 0 0 6 6 TAPPF'R♦ AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF IAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14r12 10 9 0 7 SS S 1/ tI 10 9 t 0 6 f 14 t7 f0 9 • 0 6 S ANCHORS IS I 3/4-,AND FOR BLUE TM W/CM ANCHORS IS 1 1/7'. 4'-0" 1/ /0 • 0 0 6 a 14 72 10 9 6 0 6 e ,4 IIf0 9 0 e 6 S3 1♦ 10 9 0 6 6 4 14 12 10 • 0 0 5 43 f4 12 10 f ! 0 4 73 AL2)MN81UM UIBEUMEM OF 1/4'0 x 3/4"ALL POINTS SOUC-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 1♦ 10 9 8 8 0 /d 14 12 10 9 0 8 6 53 14 f7 10 9 8 0 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MIN9AIM SHOULD STUCCO 14 IY f0 • 7.5 5.5 3.5 - 14 12 10 9 0 0 6 S 14 1 10 9 6 7 SS 4 •SEE 110115 Of IISF FOIL EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 IZ 10 0 0 0 6 6 14 ,Y 10 9 0 8 6 0.5 14 12 10 • 0 0 8 43 &ADE V oN SMEET ty 5'-O' 14 12 10 9 0 7 4 - 14 /2 10 9 0 as 5 !.5 14 12 /0 0 e.S S 73 7 AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE FXISTiNG WALL OR FLOOR, 14 12 10 9 6 7.5 4.5 - 14 12 10 9 0 0 6 4.5 14 12 TO 9 6 6 4-5.3.75 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1{ 1 9.5 7.5 0.5 4. - - t/ 12 10 9 0 7.S 5.5 1 14 t2 IO 9 8 0 Id 7d NOTES AI)&AL2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-D• 14 t7 10 • 0 0 6 - 14 12 10 9 f 0 6 5 11 i2 f0 0 f f3 5 73 INSTALLATION INTO FITS WTH METAL STUDS SEE SHELT 20. 14 12 f0 9 73 S.5 7 - f/ 12 10 0.6 7 S5 ♦ 3 l4 72 0 0.S aS 4 3 _- 11 12 10 9 6 6 - - 14 12 10 0 e 6.5 S 3. 14 12 10 Od 6 5 ♦ - (B) TO EXIST9Nc CONCRETE BLOCK. (ASTM C-90) 14 IT 0 0.5 S5 ] - ISI 12 10 9 6 6.5 4.S 3.S 14 12 10 8 7 5 3.5 -' 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY IT.W. BUILDER. 14 12 10 9 s -'e" - is t2 t0 • 8 7 5 4 t4 t2 t0 f )3 OS 4 ] - 1/4'0. 3/4'ALL POINTS SOLIO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 7-0• t/ 12 t0 0 0.5 • - - 14 12 f 73 614-513-S - 11 Od 7 SS 4.5 33 - - - 1/4"/BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. RNC. 14 12 10 0.5 7 { - - 14 12 10 0 7d SS / - f4 12 9 7 73 43 - - - 1/4'I TAPPERt ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY 14 1t 7 S5 SIS - - 14 12 10 9 73 &5.S 4 - 14 12 9 6 1d ] - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE ANERCAN SHUTTER SYSTEMS ASSOCIATION.INC. B•-0• 17 IY t0 9 8 1 5 - - 14 12 10 9 0 e 4 - 14 72 10 8 ed 5 u - NOTES: 14 12 &5 7 53 3 - - 14 12 8 63 5d ♦ 3 - 23 9.5 6 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 IAPCON 14 12 19.517.6 0 - 11 12 9.5 6 15 5 - - 14 II 0 6 &5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 73 f. 0.5 S 14 12 10 8 63 S - - 14 12 8 6.5 5 4 - 9,-0. U tY 10 f t - - - 14 lI 10 9 7d 1.3 - _ 1{ lY 03 7 y3 { - - 6.2)MN041M EMBEDMENT OF 1/4'0 x 7/4'ALL POINTS SOLID-SET ANCHORS SIAL BE ENTIRELY CNBF-TIDED INTO THE CONCRETE BLOCK.NO 14 1.5 73 6 ♦ - - 14 11 7 5-t5 -5 - 11 6 53 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 0 63 ♦.S - - 14 12 ed 7 &5 4 - - 14 10.5 7 6.5 6 43 - - EXIST,AND 1'MINIMUM FOR MALS WITH NO STUCCO. 13 6d &3 4 - - - - 1/ 1 9 6 4.5 - - 14 71 7 ! 43 3.5 - 10'-0• i{ t2 10 9 73 - - - 14 12 IO t a5 5 - - 1♦ 12 e 6 ! / - - 8.3) IN CASE THAT PRECAST STOLE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 i 7 5 MS - - - 13 93 63 5 4 ] - 10 73 5 4 3 - - - ANCHORS SHALL BE LONG ENDUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON µ f7 7.515.5 - - 14 11.5 0 6 S 4 - - 2d 93 e S { 4 - - NOTES B.1)&8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0344. 71 U 1I 0 ai S.S 4 - - 13 ,0 63 y 4 7FOR INSTALLATION INTO EIFS wnH PETAL STUDS SEE SHEET 20. 1, 0, t4 - - - - - ,4 12 9 7 6 1.! - - 14 0.S 7 Sd IS 3d - - (C) ANC14ORS SHALL BE INSTALLED IOLLOWING ALL Or THE RECGIAMENDADONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 124441. 2 ! 4 3 - - 0 45 ].5 7 - - - - - - - 11 O.S 7 S5 43 - - - IS 6.S $314.51175 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0d 7 1.5 7.5 e S - - - 12 f 6 4.5 { - - 14 /2 10 - - - - - 1s 12-6-63 53 - - - 13 10 I 6 4 - - - EDGE DISTANCE VERSUS SPACWG SCHEDULE FOR ANCHORS: t7_0. IS 63 ♦d 11 0 0.S 4 3.5 - - - e 6 3 - - - - MAXIMUM ANCHOR SPA.INGS ARE VAUD FOR EDGE DISTANCES INDICATED @FLOW.FOR E.D.I. THAN THE INDICATED.REDUCE ANCHOR SPACII:_ JS 13 8 - - - - - 13 9d &S 5 4 - - - 0.5 84 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -.7-0.8 - - 14 0.6 7 5d 13 - - - 11 &54.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS-t WN MINIMUM SPACING INDrATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 I.S 73 6 5 - - - 12 94.5 4 13'-0• 0 _ - _ _ _ _ 10 7.5 S 4 3 - - - 7d S3. 3 _ - _ _ ACTUAL _ TAPPER + TAPCON WITH ADVANCED ♦ EDGE TAPCON ALL POINT SOUR SET fllE�TAP W/CAP --_ 1 DE OR DICTAN( THREADFORM TECHNOLOGY _ AIN. SPACING 8 13 9.5 6.y S - - - - 03 73 ♦ - _ - - V E.D. MIN.SPACING- 3' MN.SPACING-3' MIN. SPACING - 7 1/7' MIN. SPACING - 3' 3 3/4' 4' 14 12 - - 11 OS 7 S5 - - - - If 0.5 {3 14'-0" 1• 7 9 7 1.3 33 - - 7 5 3 - - - - B CURED CONCRETE! pp■p ppy�h CONaE>E SDIX POURED CONCRETE A POURED CONCRETL6t FOIE®! R LO11G6:IE BD(x to17 0 _ 11 a SS 43 - - - - 9 63 _ _ _ _ - f'IVYLINCONCRE�.POCK MN E0..3 1/7'W.EDL-2 1/Y CONCRETE.WL 3B'OCK CONCRETE BLOCK w ED.-3 1/2'MN :T•2 1!2• ' ° = - - os s - - - - - BLADE WORKING 3 090 to 1.0� oe4 0 - - - - - - - to 63 - - - 1.0 --- 0.78 __. ,..- -- 15.-0. 14 1.. 9 sa 4 - - - - - e.e 5 - - - - - IN UNISON ♦ z t - OAt 1.0 - - ae7 0 6 - - - - - r - a7t - - 7 & 45 i_- - - - -- t 3/4- _.. _0.._4S_3 _ _ _ 1 5 - _ _ _ 14 . 1 ' 0.35 1 $ 4, 3 _ _ _0 e 7 elocy urrico- - ne Tone,BUILDING h 111II�r`�••' .,T�4i'• :aG.^ 11LTEC0.INS. 02017 EASTERN METAL SUPP , At A1C ErysBERTHA HV A S S A A T ' ,Tr Accordion Shutter System 0 : i"G co-,N C ■ ■ ■ ■ KV. RADE #1 W�OR W/O N.V. 1MNDOW_a" 1 American Shutter Sy stems : l TIWT TESTING h ENGINEERING COMPANY al[su•PTION GATE DRAM BY: LC 4355 Hw.34th 51.Sw 305,MIAOW c.RDOM.`]aR Association, Inc. 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DESIGN PRESSURE RATING (F R f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (S_E MOUNTINGS ON SHEETS 15 A 171 !!S3U EEE3 :E37' F=:;;tATE SOUTHERN PINESPRUCE PINE. SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2MMSIN`IR 0�5 5, FIR NORTH FIR SOUTH Oa*DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G.0.43 W/ MIN. G=0.36 PLYWOOD MIN. CS0.50 W/ MIN. G=0.43 yy MIN. G�0.36 wAvsa`1 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT I WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, O & R W & X M. N. W & X M. N. 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SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Ne.2 W/G-0.35(NOS) - 1/4.4 TAPCON ANCHORS.AS MAAIFAC.IURED BI T.T.W.BUROEX W/MINIMUM cADECMFNT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EfCEPIM:SEE NOTE 2 BFIOW -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S) --MIN. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER WOUNIING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PEP NDS 2015 SPECIFICATIONS. A AW-HORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATIONS AND SPECMA',CNS OF THE ANCH 'S MANUFACTURER. FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone E1L1N P.•......... t 1,7017 TIITFCU,INC. ®2017 EASTERN METAL SUPPLY. INC. �10ENS�• ✓y� TM IL E C O INS. A.S.S.A. Accordion Shutter System KV. KADE AFI W/OR W/O KV. VAI' WY BLADE American Shutter Systems kcv.ft OMRIPTION DATE DRAWN BY: Lr. TILLIT TESTING & ENGINEERING COMPANY y f Association, Inc. t oLD 15-obs 7/27/1 DATE: 07/27/17 i NE75S Nw.36117.s.,sL. w5,vwcW4A cAROE7Ns.cLORILw v1 .:�.��R,,\ rnm. (.xLs)e71 1530.ro.. (305)8714258 Weslroods Dr,c =1531 DRAWING No -.-SC-s•:;.... \V ,' •-Eeuao 9.cPm West Palm Beach, FL 33407 3 -.��MAL Et�NNI/N WALTER A TILUT.,.P.E. 4 7-107 P.E. Sb4Q,'5MAyURE/GATE FLORIDAL C. I+I67 6 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV* BLADES AS APPLICABLE SHUTTER + INSTALLATIOWOOD WITH H Y SHALL /-WALL FINISHBE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE __.1/4.0 IAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE WORKING IN UNISON ' 7 / TAPCON WITH ADVANCED _. THREADFORL4 TECHNOLOGY - 1/4'o TAPCON OR W/ 11/2'Min. PENETRATION _ I TAPCON WIT"ADVANCED THREAOFORM TECHNOLOGY OF THREADED AREA TO r W/ 1 1/2'ARA. PENETRATION OF THREADED AREA TO EXISTING UK SEPAPAICH l EXISTING WOOD HEADER. -.- I WOOD HEADER. (SEE SO4MLL ON SHEET 15) 70� I - 1OOR It (SEE SCHEDULE ON SHEET 15) 1 r 1/4.4-20A3/4'S.S.MACHINE 9�uE ON SHEET 1 ss��Qjj ►► SCREWS W/1/4•-20 NUTS �- 11 FOR RICE 1)AND... Lin. // O Iz'O.C. y EXISTING I �&ADES 1)SHIM A( 3 I'' 0= GLASS-...4 �z •I I I t OR MF 7 W� 111 1 1 I 1-( FOPTIONAL%IS71NG MIN. FIlIISHt2'x4'W000 t OR • 1 EXISTING MIN. . (` HEADER REQUIRED ® tl REOIJINED 1 1jY TAPCON OR TAPCON WITH ADVANCED --THREAOrORMI TECHNOLOGY W/ 1 1/2' EXISTING I r4 SEP/MrXXt I t Nin. PENETRATION OF THREADED AREA TO CaASs-"d R1 CLASS(SEE � MIN-SEPARATION TO CLASS I �. ;'� EXISTING WOOD HEADER. sacxq—1 R,�d)lyp E (SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR ---I '- -- �- 2'.4'CONT. SILL t a.ADES Xx PLATE REO'D. 1 , (-)HV WALL HEADER INSTALLATION I (O HV WALL SILL I ION ( HV WALL HEADER INSTALLATION __._.. ..._.... I I EXISTING YIN SEPARAl10N TO GLASS I I MIN.SEPARATION TO IHSS - -.— ..-_..... - SEE SCHEDULE ON SHEET ) GLASS—, EXISTING —(SEE SCNEOUIE ON SHEET 17) 1 -_( 11 y 1 MIN.SEPARATION TO GLASS 1 t GLASS--^ < EX5T1� �J COM-gI(SEE SCHEDULE ON SHEET 11) WOOD PLATE1 1/4'0-20x3/4'S.S. ' KIM -...1/4'4-20..3/4•S.S. f MACHIIT 1/qC-R20 Usm' NUTS MACWNE SCREWS W/ 'I i' i ^ 1 O 12O.C. WALL .- 1/4•-20 NUTS O 12• I FINISH I .O.C. - 1I1 OR / o 2'.4'CONT. 07 'I : WOOD PLATE _ ` REO'D. 1/4'4 TAPCON OR TAPCON WITH ADVANCED \l •-.��(� �; \ \ TFRtEADFORM TECHNOLOGY W/ 11/2' I ' 2'x4'CONT. 'IG,`PENEERAMON 7HREADE6 AREA TO -1/4'4 TAPCON CVi TAPCON WITH AOVANr:ED `SILL PLATE -- EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ t/2' `. _....._ 1/4'4 IAPCON OR Nflff' REO.O. LE ON SHEEP ) Min.PENETRA710N Of THREADED AREA INTO PLYWOOD \ TAPCON WTTH ADVANCED 1-SEE SHEET 4 FOR TYPICAL FINISH SCHEUU 15 SEE SCHEDULE ON SHEET 15 1/1'MRI.CDtt \ THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. __ WALL ( ) E%IS11NG YIN.2'd' PLYWOOD REO'D. •� W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE XLI 2•YIN. COX PLYWOOD REO•D. STUDS O 16'O.C.MAX WALL FINISH--\ T1iREADED AREA MITO PLYWOOD COMBINED IN ANY WAY TO / Ixa'D. PLYWOOD ro BE (SEE SCHEDULE IN SHEET 1s) SUR ANY INsraAT10N. G HV WALL SILL INSTALLATION \-EXtSTING MIN. 2'.4'STUDS O 16'O.C. MAX.REO'D. ATTACHED TO STUDS IN _ PLYWOOD 70 8E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH YRTH sErnDN 2308 oc THE re.c. SECUON 2308 OF THE (�HV WALL SILL INSTALLATION ♦SEE UMr*T-*" of ll c of ©HV WALL SILL INSTALLATION r.ec BADE �oN SHEET 19 /II/IAS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone YLII P��E •.•����:_ 02011 TILTLLO,INC ®2017 EASTERN METAL SUPPLY, INC. BEF �,�ENs�., A.S.S.A. Shutter S Accordion Shutter System KV. BLADE#1 W/OR W/0 H.V. WINDOW BADE A TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems E,_IN DESCRIPTION DATEDATEDRAM DY: L.C. * OA 6155 M.N.MG.R, 705,MALARS fi Ai.7IA0EH4.Rd40A 311 Association, Inc. 1 0'_D 15-085 7/27/1 DATE: 07/27/17 Pt—e (3D5)871-1530 F..!(305)871-1531 4268 Westroods Drive 2 DRAWING No _mss••, �gipA:,:��111 •-m L VK..9-1.— West Palm Beach, FL 33407 371" ,7 1 07 :�S�q '• 0".1ALJ A TILLR Jr.P.E. 4 lI �/DAT_ FLORIDA Dc./44167 5 SHEET P.E. �����^^����/// 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV*_ BLADES (AS APPLICABLE) MAX. SHUTT PAN L+ OR L— FOR I-- —-- - —IOSH N INTO WOOD WITH HV BCAUE ONLY 7-WALL FINISH A M D 1 f. A.S. SIG SS ATIN T 19 MD UA SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 I/4,TAPcoN oR WORKING IN UNISON (-TAPCON 11114ADVANCED 4 xe MmJ EXISTING -- -- - --EQ- EO a, 2'YW ��=� a.• THREADFORM TECHNOLOGY WOOD BGM REQUIRED. /. __ i... W/ 1 I Y Min. PENETRATION STRUCTURAL ADEQUACY .--.... ,, _ EDGE(1F APPLICABLE) 1/4"411-2%3/4'S.S. L—^.-- ^'r- OF THR OEO AREA i0 OF EXISTING WOOD DEAN �� —_-- EXISTDNG WOOD HEADER. ,�I" I&ACHPHILLFS sc HEAD TO BE CERrInED By Min. MALHME SCRE1115 REGISTERED ENGINEER OR ..... _.. (SEE SCHEDULE ON SHEET 13) W/ 1/4'-20 NUTS MCHITECT PRIOR TO -'EOE EO---- f - —__ -.-- EXISTING W000 fY O.C. SHUTTER INSTA!IARON. --T— t__._. -....._..... _.._--_. TRUSSES OR 19 ) 1/2' 1/2" RAFTER O 24' O.C.REQUIRED I 1/4'0 TAPCON Ok --____- ...,-..TAPCON WITH ADVANCED 7 - I'-x1 .257' THREADFORM TECHNOLOGYEXISTING SOFiIi i ,L'� N... W/ 1 1/2'Min.PENETRATION 3/4-M9 THKc.s ` OF THREADED AREA TO EO- �/ax3/4• 0 EQ�)II-OPTIOWy EXISTING WOOD HEADER ' ' "CONT. ALUM. NRE (SEE SCHEDULE ON SHEET 15) 7 O 6'O.C. I (WW--T6 ALLOY)W/ (3)5/16-,LAG SCREWS TO Or Q or ©$ I I T Of ®O►® EACH RFT RSOR CRE TRUSS I EXISTING MIN 2'x4' LOCATE LAG MI MOTH OF EXISTING WCOO S AT FXISRIIGIFAOER REO•U 1 I MEMBER (2'Min.NOMINAL GLASS MIN.SCHEDULE TO GLASS OPEN HOLE A7 EACH i (SEE SCHEDULE ON sHEET EXISTING j STUD TO ACCEPT WIDTH)W/2•Min. ' 5/16*0 LAG SCREW >< PENETRATION OF THREADED ------ — AREA vALlo FOR -- 1 I AT CENTER OF TUBE, INSTAL:ATIONS WITH 72p,tf OS HV WALL HEADER INSTALLATION oNcv�9F ry DUSTING us, ON A.S.D. 05EPµTHIS ANG 1I fm jk"0— INSTAL.ATON 5 ONLY VALID I OR 9FIT t9 FOR OOR®♦ ',I�EBADE O I N FOR WOOD W/MIN. SPECIFIC1 dFaEsm 4 , OK BEIM 19 FM GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET{FOR TYPICAL SHUTTER ASSEMBLY I.. I BUOESQ)ko ♦ FIR OR SOUTHERN PINE No. 1. kl ANY N TOESUwfT� jNSTALLI BE A q�i1. HV CEILING INCTAI I ATION ' OR® qi Eos —__ U/HV CEILING IN ...-..-._. IML gnrRAila1 �_... MIN. SEPARATION TO GLASS 15afDIAF WO MAM�9fET �� I MIN- I I I (SEE SCHEDULE ON SHEET 11) EXISTING 11 RR aVD SMW^4D x SEPARATION IC CLASSSHEET EXGLASS a�Q.•19 --I GLASS t ... IONS SCHEDULE 11/1) 1 i I I , I �ALTERNATE_ � I � I I • T WAIL 'LOCATI ANCHOR NO I I 3/8 _ ��-WASHER F�qp TEK 2• x6'MIN. WOa /,0x3/4•lex 1 f 1 3 OR 2"x6"MW. WOOD—, SCREWS O 12-o.c I DECK REQUIRED DECK REQUIRED(NO (NO FINISH DIX X= 1a FINISH ALLOWED) �,_..--- _ - --. -.- _ _ ALLOWED) EDGE DF DECK -" -. SOF _ IF APPLICABLE \ - D_ — DECK IF .' ._.--- -EDGE OF DECK 1• 1/4'0-20x3/4'S.S. - - - c LICABLE �._�„ - IF APPLICABLE 1/4'9 TAPCON OR `f11giJP5 TRUSS HEAD - -.. �� TAPCON WITH ADVANCED 1A^' MACHINE SCREWS - 2' 2•x4'l'ANt. ..._ ...._ ...-._. i.-.�..c- iHREADFORM TECHNOLOGY - 1/4'0 IAPCON OR iAPCON WITH ADVANCED -SILL PLATE \ W/ 1/4-20 NUTS 1/4-1 TAPCON OR TAPCON WIIM ADVANCED TIiREAOFORM 2'MIN iHREAOFORM TECHNOLOGY W/1 1/2'Km. ---2'MIN....-._.- REO.O. W/ I 1/2'Min.PENETRATION O 12'o.0 / PENETRATION OF THREADED OF THREAUI:D AREA TO TECHNOLOGY W/ 1 1/2' In.PENETRATION OF THREADED AREA TO EXISTING WTX)D HEADER.(SEE - --"-EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE XI WEFT IS) (SEE SCHEDULE ON SHEET 15) ♦ EE V UMIT OF VSE FOR HV WALL SILL INSTALLATION SEE W HV FLOOR INSTA ATION C MY WALK—OVER INSTA LAnON ~' = 020,7 uEco,INC. FLORIDA BUILDING CODE Non H. h VelocityNurFicone Zone A :•' C ENS . y�- 02017 EASTERN METAL SUPPLY. INc. *j Ip , A.S.S.A. Accordion Shutter System d� RV. BIJIOE (�T w/OR w/o KV. WtrmW BtA1)E •'• * TILLIT TESTING AT ENGINEERING COMPANY American Shutter Systems .• .� ASsoCIcflOn, Inc. DtsCMPROR DATE DRAWN By: LC �.P F Q 1 6355 N.W.SMn.St.SN-385.yW61NTA CARDENS,ROROA Al OLD 15-085 7/27/1 DATES 07/27 17 ,` FnRR.:(3o5)e71-1330.Fox:(3os)an-1531 4268 Westr'oods Drive 2 S/OVAL�N��� F West Palm Beach, FL 33407 s DRAWING No i A TIL6T19 17-107 ' WALTEP A.0067 Ji.P,E { P.F. SEAL/SICMATURE/DATE FLORIDA Lic /-167 5 SHEET ° 7 OF 20 END INSTALLATIONS 1) HV BLADE OR (I WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•..- Y •Oso S1Urb REO'0 _Y.a•YK WOW 2'14- S_ •H"S /iMiaoe ai'otsn�•,a• -•Om sTuos. // ` / ■ 1 In'las / � (As.FFtIr.Aan 0,114 OR•/YIX `\`\ { \ t/ (\\\ / 1YKY, 1/2- TIDII fx15T•W CUSS--, f K1+.0oo r MO — '\ I•''' // \\V x6rc CtASsanu % \ \• ;r M[vu, ncuss w sRiaoiol KTA000 ^U' to out MM .�--.._. w - _ ,,,.._. w�MMllol 10 GLASS 11 KYYOOa 50471 [N 9D:r ..---.i-- _._ WIms(w „IOR ad Oro ,fi� ,/Irq:�r .--`` In• 'irros 1i.T"� i° arc Spiro ftn+'•op. 1/s• - arm[0.m etas Q�t Mil C101t Kwpm. aMa Ds f� •.a�. w asst w wR �.. a sm� T. 4-- �•w nATE�ioraTE +n'�" ,nsN ' eFaEsa A� I aio[s 0;.Q3 Min,srs. �qIR• laas•J�-+ -— 1' •s o.c � ' 4 / woad pp�• `' SEF oma x r Opp • a„Ffi cr ai-,1,ays a ' �Olt ®• . • so[CON"WON V TO 1RAGxS SET Wt-x FOR sEc oETA1 x FDP pR y� J:� / SOF C10N -�'•�s�' -'fJ-+ V- -�.��f�•®- SOC CONMCCnOY L V9•®-1�•(I".i�.p.� TO IR/pt5 M TRI � �•!T•- ��3-Cji•f�- Q;I `R�c1a I�.Q"©•l�3- �- v�•Q1i-?�•©•f3- �E6- gip- "`•�•G„-J•�•(!- �tJ•� ®..-��p. ®C6•p(�-J p- `J.:,,• J. p.p.�.p-�.m. tD•i3-L1•Ch+�•(1'- C+�•Ca-�►•�-�•(# p��pJJ�•©-®•(3•:s•�. �.,p.p.p.�.p O�•(Ie-f3•(�-Q3•i3 END CONNECTION DETAIL!9! END CONNECTION DETAIL END CONNECTION DETAIL(2) END CONNECTION DETAIL OS, estn,c Ye.pauo wxr FOR�GLfAIPI rNw Ir-r ��GLAu 3•xa•YRl --r/DAY iMCp1 IIIfA6 1/a•a fAKp';/2 AI1p10RS SIYOS ROOb f/1 In•w. I' FiTF GLASS FfMratloN•W MC •/1 n'Yw l-'/2 fETaT6\TION ,/t•wY. �La.�SIM _ 4 • SEE LIMITATIONS OF USE FOR _ BLAOE 1J ON SHEET 19 as 06m 1/2 60 --y ----- - �W J • _ 4 '� - - -- 6•.•�oR�BJeR�oR -•.., 'LY ORVtA VIEW Y 0.0-lb AM -E)'�(�- -wu nA� 2..'�0000�/ xw '4 -6- 3.Ld (1.OEi- (D-0-0 0.9•0 DETAILS END CONNECTION DETAIL END CONNECTION DETAIL ','12) FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .V••- ���•- 62017 TILTFCC•INC. *2017 EASA.RN METAL SUPPLY, INC BERTHA HVT L E C O I N A.S.S.A. Accordion Shutter System N v. SAGE BI W/OR W/O KV. WIND(7W KAM ' * TIIUT TESTING k ENGINEERING COMPANY American Shutter Systems n,.N DESCRW"ON DAn DOM By: LC. Association, Inc. 1 OLD ,�-oas07127/1; DATE: 07/27/17 � Q••.• 6155 N.•..IB:n SI.Stn.305.NR.WIA OAROEI4.RpaM 33tE _ PI, :(305)871-1530 ro. (305)871-1531 4268 Westroads dAive 2 DRAWING No . •'• ,,4. kelt—ft.— West Polm Beach, FL 33407 3 - SS�ONAL EN�'� ' ES-00067.4 17-107 WALTER A.TOUT_P.C. a FLORDA u` 44162 s SHEET P.E. SEAL/SIGNATURE/DATE s 18 OF 20 HY RLADE ACCORDION SH WORKING IN (� Y(Y�, (�0y�� (T�� �U�wp�1�3""I�2 o�y • L;fN IMRATIONS AND AND(TIONS OF fOR BERft1A - 1.MAX.A.S.D. DESIGN PRESSURE RATING. +110, - 110 p,,.l. - 2.MAX.SH(MER SPAN:96• !.ALLOWED MOUNTINGS:A,D.G A,H ON SHEETS 6, 7:AS WELL AS MOUNTINGS M.0,T,U k W ON SHEETS 16 @ 17. CENTERMATES i (BOTH w/ OR 4 ARE ALLOWED WITH P n ... r1tl..r75 (TA AMAN[.EO INA OR DPI EXT G lA UT.IN USE OF(WPOSI �l�"� L�Y0111 OSOEMUST BE INCLUDED ONLY A7 EXTERIOR ACCESS SIDE OF v CEN ERMA T�sEIA END ♦ S.(A)HV WINDOW BLADE S -ONLY ALLOW A MAXIMUM OF 5 OPENINGS / (3't HOLES)FOR *PER AT SPACINGS SHOWN ON SHEET 4. MAX.S�{- ♦ ♦ (B)NM. CIFJIRNICE TOP OR BOTTOM EDGE OF W WINDOW BLAIW 17 ALLOWED WINDOWS gi OF ANY 3.11 IKKE FOR SHALL BE 12'. FEV WINDOW BLADE If (C)FIRST OR L/�S�T ER BLADE COMING OUT FROM STARTS AT DADS MAY BE IN WINDOW BLADE 1/�I H ! (D)HV WINDOW BLADE gMUST BE USED ALtERNATE TO A SOLID HV 61"(1)` THROUGHOUT SNUTTER'S WIDTH. ♦ (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV GIME 1 AT err SIDE OF THEM. i I (F)POLYCARBONATEW�j HV WINDOW SHALL BE INSTALLED SO TFW TABS FACE SEE ENO I! �+$ THE INTERIOR OF THE OPENING BEFOG PROTECTED.HV WINDOW qq MUST BE CONNECTION ♦ g�5� ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIDED BY ASSA DETNI.S ON SHEETS g INC. TO k to TYR. E-a. FULL HEGHT.—" E,EE� 'T 6.SFE ANCHOR SPACING SCHEDULF FOR INSTALLATIONS INTO WOOD FRAME. T i6 � BUILDINGS ON SHEET 15,AS LWNTED BY SPAN AND DESIGN LOAD(SEE NOTES p p �- q4 , At 2 ABOVE) a4az �� 7 SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I ��S .NCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 @ 13 AS UNTIED BY SPAN AND DESIGN LOAD(SEE NOTES 1 t 2 ABOVE). LL -- 6.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM F-19M: -�1t lYlTE(SFF PLAN FOR REQUIREMENTS) I 1 THRWIND ZONE uAJMUM SEPARATION TO GLASS TOP I BOTTOM ......_... _.. D WIDTH-- -� --. ._... ___J U! 1' ELEVATION ,�----- ,----------- --M-N-SE-PM-M10M TO GLASS EXISTING GLASS- {S¢SCHEDULE ON SHEET ....- 4 6.2 MO OTHIS 91EET FOL.RQV ----------- --------L--------- --- OPO,�tNG GEMENATE ,21® S . w/�S(cxfEMOR ONLY) .� AND 2L OR''_ISEE NOTE 4 ABOVE) 1�W CENTERMATES'�1�,o W/2OR AILD SY W/O (S NOTE 4 ABOVE) PLAN TYPICAL 12 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE dA SHUTTER* EI1I"`YEA FLORIDA BUILDING CODE(Mon High Velocity Hurricone Ione �1T�1`';:'�,�GENSF'•.,`��`', o2o17 EL.T000.INC. ®2017 EASTERN METAL SUPPLY, INC Accordion Shutter System A.S.S.A. ��. �,DE , W,DR W/O K�. Y�I�W ADE Q TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema REV.H. OESGRIFDOH DATE DRAWN By: LC. �'•., �, 4. Association, Inc. , OLE) 15-oa5 7/27/+ DDE- o7/2T/1T _Or_•. [Hemp _.k A-16I N« 381A.SL.3U. 0k NNCW A GARLCM.RORAU ID!A PI.-:(305)971-1530.Gov : (305)671 1531 4268 Westroads Drive 2 DRAWING No _ 0—Am'. West Pal, Beach, FL 33407 3 SS�ONA1 E�6 ' m•EB-0006719 17-107 •'-. ✓•• WALTER A.TAUI".RE 4 FLORIDA Lie.#44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 .6•. 11/2x00.75-THICK INSTALLATIONS WfQ HV BLADE & HV CENTERMATES �) �� - 'Nin.ASTM A-653 CRADE 40VARIES c Min. Y =SEL z "°`� INTO METAL STUD WALLS * �� 083• T-- -- Inv.METAL STU05 Al 16'O.C. u 43b ' - '- O 6 O.C."'® 4 °a0 W, o, - -- 1/2' 47s' 1k 1/4"a NOMINAL I UV. GENERAL UMI IONS AND CONDITIONSALUMINUM SLEEVE 3/4=6 1/4',D.css n icx Min 1Z ` -f FOR BERTHA Cl HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY -� -- -1 3/4%Txv. IEEE TRACK ClANNEL.!e 6-U.C. e e o.C. _ � _t SYSTEM INSTALLATION TO METAL STUD WALLS R _ 3.000•_..._... ASTM A-653 GRApE 40 Min.G-60 1 SEPARATION TO GLASS SCHEDULE GALVAN12ED FA2-TEK TO EWS O ; '' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 MiYRgRIb•IEXfER10R rI.C°FE a" AS APPLICABLE (PsT) I a 2. MAX. SHUTTER SPAN. 84" MINIMUM m WIND ZONE ASTM E-1986 SEPARATION 4x LENGTH , 1- MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING CLASS- _ TO GLASS -- 43 1 4"¢-20X3" BOLT SEE SCHEDULE) ( �) 0 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 TNRu 3 1" 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" s/,'.6 1/,',oo3s'TNCK Mn.� EXISTING FINISHT INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250 1.373' -cONT.CALV.s1EEL TRACK CIL U..i �ASAPPUCABLE I CENTERMATE. r • Asn A-653 GRADE 10 Min G-60 ' I i -L..._1 • 1_.__. '—T� GALVANIZED FASTENED TO Si1105 W/(2)16.1/2•TEK SCREWS ON 43c , 43Q I C INITMOR A EX1ERIOR FACE1, ,e 6.O.C. O 6'O.0 1/4"0-20 THREADS _ ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 El 12400 m CONSTRUCTM 1/2" 12 CENTERMATE 21 APPLICATION WITH BLADE 1D �- PROWS FAB—LOK NO w --- ---- 43b - .6, 1 1/2-4-605033=40. YAR ES. ® 6' OC. COMPONENTS Axn ASTM 2 Mari. Min.G-60 GALV.STEEL WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"O.C. Ain -EXISTM FINISH AS APPLMJIBLE SCALE: 3/6"- 1' (rTP.TDP t BOTTOM) w �� - %- - -_------ ._ - ..... � 1 3/4'x 6 t/5�A 0.035'nuCK Min. EXISTING GLASS _ _ _ _ _ _ _ GAILY TRACK C~E. fASTM A-653 GRADE 40 Min.C-60 SYMM I SYMMETR W/(2)2E6.F/2'T K SCREVIS On , .. ,I .I I YCAL •:- MIN. sEPPRA710N VARIES 430 43b 43c ETRYCAL J w/(IO / rE STUDS .r , - M i i INTERIOR h EXTERIOR FACE CENTERMATES W/ 1 C NT_ERMA W� ro Glass z' EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ( SCHEDULE) M°, I 4 --- ---------------------------- - ------ --------------------------- ------ 6. --- ---------------- --------- ------ ----- ------- --- -- 4 ----------- (TYP.)-- IN (6"Min.) IN I -----------_--_ ----- ---------- -----~----------------------- -- - ------- - ------- -- ---- _ - ---- - __._..----- -— _ --- ------ --- -------------- - ......... -- r-- ----- -------- - __- ----_- 2)42 - - j 2 LOG D AT )2 t - I A, HV HEADER/SILL F.NOS - - - - - ----------- -- =—' -- ' - - - - - -- - - -- VIEW Y L0 ,2 � . (6"Min.) 7" 24 - I 6 t/2'MAX I -K ##.. SIDE CONNECTION TO TRACK 3 1/4'(TYP•} 6 1/2 (TYD-)...-......_-._ __.-"7 . _ __._._---_..- -'^--_ (cont.) in BLADE SLACK DETAIL HVF jJYQ FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ,r I C?Ula TIt TECO, tNc, 2017 EASTERN METAL SUPPLY, INC. EN TIL EG O IMC. Accordion Shutter System FIV. BLADE#1 W/OR W/o H.V. WINDOW 3" American Shutter Systems EV. OESCM"Ox OAR DRAWN BY. LC.TILUT TESTING h ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1DATE, 07/27/ 17 TAR TIF ..a Pnw (305 71-1530.F-:(305)671-1531 4268 Westroads Drive 2 DRAWING No —..16 HI-0-I.— West Polrn Beoch, FL 33407 3 ,1 EB-0006719 4 17-107 ,,qq••....• 10 WALTER A.MIR Jr.P.C. P.E SRI E/DATE FLORIDA Lw 1 44167 s SHEET s 20 OF 20