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HomeMy WebLinkAboutProduct Approval - - BGS Home Log in User Registration Mot Topica Submit Surcharge Stats&Facts Publications Contact Us OGS Site Map Links Search 0r oa-,-, Product Approval USER;Public User Praauct Apnmvat Manu>PrMuct nr Annhcatm Scarab>Annhntion I I">Application Detail i° FL# FL389 R9 RECEIVED Application Type Revision Code Version 2017 OCT T I Application Status Approved 1 201 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@easternmeta Isom Authorized Signature Bill Feeley lrodriguez@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 12/31/2019 Validated By John Henry Kampmann Jr. f�! Validation Checklist-Hardcopy Received t MFRif DN CHATTER SYSTEM ASSOC INC DRAWING Certificate of Independence FL389 Ii. CQI A 17-107_CERTIFICATE OF INDEPENDENCE.PDF EL 389 R9 COI AMERICAN SHUTTER$YSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(11.PDF FI389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 _ CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 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-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHIJTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,51-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9r-11"for Created by Independent Third Parry:Yes 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 7g"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(top 1 Only-(Nan-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 rI 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 locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL3S9 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INc. DRAWING 17-107 PRODUCT OF EVALQATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ;No FL389 R9 it AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCTEVALUATION REPORT.PDF Created by Independent Third Party:Yes Oach Not cgntact lis:;2601 Bair Stone Road.Tallahassee FL 32399 Phnnn;BSO.487.1824 The State of Florida is an AA/EEO employer.Convrimht 2007.2013 State of Flofida.:;Privacy Statement::AccessibUltyStatement;;Refund Statement Under Florida lawemail addresses are public records.If you do not want your e-mail address released in response to a public-records request,ao not send electronic mall to this entity,instead,contact the office by phone or by tmdltional 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 email$ 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: ��OR GENERAL NOTES: i.BERTHA H.V.ACCORDON SKITTER SYSTE14 SHOWN ON THIS PRODUCT MALLIPMn DOCUMENT(PEED.)HAS BEEN VEfUM FOR COUPIM.VCE IN ACCORDANCE WITH THE ZOt7(6th EDITION)OF THE FLORIDA BUILDING CODE TAUS AGCOF'DIDN SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCTY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERITINM AS PER SECTION 1620 OF THE ABOT MENRCNE-D CODE,FOR A BA=WIND SPEED REQWnD BY THE aUMSOICTICH NYI£RE SHUTTER WILL TABLE OF CONTENTS BE[IMIALLED WITH A DRiECTIONAl"FACTOR Kd=D$5,GSTRG ASCE 7-10 AND SHALL.NOT EXCEED THE MAMUM(AS.EL)DESTLL'N PRESSURE RATINGS INDICATED ON SHEETS 11 THM 15.i9&20. IN ORDER TO VOWY DIE APIJVE CCNOILLUN.ULTIMATE DESIGN WHO LOADS OL'IERMINED PER ASCE 7-I0 SHALL BE FIRST FWJCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)& �A BY MULTOPLYLNG THEM BY as LU ORDER.TO COMPARE THESE W/MAL(ASD)CESGN PRESSURE RATINGS INDICATED ON SHEETS I THRU IS 12&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY TILT COMPONENTS AND ANCHORS ON THIS PEED.AS TESTED.WERE NOT OVER STRESSED,A 33 Z WVIEPS&IN ALLOWABLE STRESS FOR WONO LOADS WAS WM USED IN THEIR SYSTEM COMPONENTS I-20 SHEET 2 ANALYSIS.HOATYER,A WIND DURMTRON FACTOR CO-1.60 WAS USED FOR'IMI'T'ATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA AC:OROCN SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE TE WSSIMPACT LOAD HAS BEEN VERIF"IN ACCORDANCE MTH SECTION 1609.1.2 OF THE ABOVE MUMOUED CODE AS PER TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 ATL TYPICAL WINDOW BLADE&ISTNDRN DETAIL -FN MADE Q 10214.01-03 10715.01-03.11004.01-05,11214.01-CS,10317.02-06,10509.01-LO AND IFOZIG.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BADE D AND HV WINDOW BLADE M AND E-1996 STANDMS(M.SSa--LEVEL D.WHO ZONES 1.2 G 3)&1122MOI-10 AS PER TAS 201.203&203 PROTOCOLS LARGE T6SSYLE (WHERE APPLICABLE) -HV V+'WGW BLADE 0 1O5C5D1-C8 AS PER ASTM E-1886 AND E-1996(MISSILE LEva D•WAND ZONES 1,2.3)BASIC PROJECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 Z.KV SME0 AND HV MOON BLADE Q ARE ENGINEERED TO MRK W UNISON WITH EACH OTHER UNDER THE GENERAL LIMATIONS AND CONDITIONS CF USE INDICATED ON SHEET 19 INSTALLATION DEFAIIS G-14.CON6YLTE/DLOCK SHEET 7 3.BERTHA H.V.ACCORDION At1S(HV SCRPAS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT Com ECTTON TO TRACKS"a SEE'(1/4.2.75'AND 114x1.75 RESPE'CTNELY,410-HT IANR'dUM SERIES CENTERMATE DETAILS IHV SHEET 8 SU114M STEEL SCRENS WITH MO Est YIELD STRENGTH AND IBD Rai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W OACRQSHIELD COATING SYSTEM AS MANUFACIURED BY APPROVED CENTERMATE ALTERNATING DEEMS IP/ SHEET 9 COATING APPIfCATCRS.RECtSTEsIM WITH AMERICAN SHUTTER SYSTEMS AS50QA110t1.PWS DUST BEAR THE NV MASHING ON TPs:6R HEAEt. 4.ALL ALUMINUU EXTRUSIONS SHALL BE Al MUU ASSOCIATION ALLOY AND TLA.M AS INDICATED ON SHEETS 2 AND 3.LUNIMUM YIELD SIRENC'"H FOR 6063-TIS ALLOY IS 30.0 ks1 AND 35.7 k3i FOR END CONNECTION DETAD.S 1-B.CONCREtE/F3LOCK SHEET 10 MAXIMUM SPAN TABLES SHEET It 6005-15 ALLOY, ANCHOR SCHEDULE-COtICREYE&BLOCK SHEET 12 5.ALL.SCREWS TO BE STAINLESS STEEL.304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON SLEEL.AS PER IM SOG18 WITH 50 Lai NTN.YIELD STRENGTH AND 90 kA MGI.TEfis'.L.E STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOL:K SHEET 13 AND SHALL CGIMLY W/FLORIDA BUJUDZG CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASIU A-307 GALNANIIED STEEL OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MIMLLUM YIELD STAT=H. ANCHOR SCHEDULE-WOOD SHEET TS 7.SEE THE FOLLOWNG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13.14.15 MOO 20 INSTALLATION DETAILS M-R.WOAD SHEET 16 FN BiAOC O&0 WORKING W UNISON: 12. TES&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12&X WOCD SHEET T8 NL THIS BERTHA N.V_ACCORSAOt SHUTTER SYSTEM BEATS A US.PATENT 16'779482.COMPONENTS CF THIS APPROVAL ARE CQUEEWD.UN WHOLE OR IH PART BY US.PATENT 15'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. .fig 3. HV�WINDOW BLADE„HFLA ONLY 9.T SHAH BE THE R SSPONSWILITY OF TT:CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 5T=WE WHERE SHUTTER IS TO BE ATTACKED TO CMURE PROFFER ANCHORAGE.CONTRACTOR TO SFAVCAULK ALL SHUTTER COMPONENT EDGES WICCH REMAIN.THRU FASTENING IN CONiLMTCUS CONTACT WITH THE BUILDING TO PREVENT WIND/RNN ICER=-,'L TYPICAL SHUTTER ELEVATION SHAT 79 10,EACH WHIT MUST BEAR PERUAN£NT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRCANE WARNINGS HOyrE,OWNER.TENANT.OR OTHERS.VUST PROPERLY CLOSE ALL NV NLD NO ��p 4' yV yVINDOw @OCD t ONLY CENTERMAIIS AND ENGAGE OR LOOK ALL HV AND HD LOCKS. 11.SHUTTER UAINFACTJRFRS LABEL SHALL BE LOCATED ON A READILY VISIENE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 17M.9-3 OF FLORIDA BUILDING CODE ONE LABEL SHALL SE INSTALLATION DETAILS, METAL STUD V1ALLS SHEET 20 PLACED FOR EVERY CPENING.L48EU.YG IO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCOROON SHUM SYSTEM'S INSTALLATION S14A1L OMPLY MM SFECS INDICATED IN THIS DRAWING PLUS AN/SUILOTNG AND ZONLVG REGULATIONS PROVIDED BY THE 1UR=CDON WHERE PERMIT IS APPLIED TO. 13.(a)THIS PEED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PRaWIDE MI ORNADON FOR A SITE SPECTTC PROJECT:Le!WHERE THE SITE CONDITIONS DENOTE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND mSTALIATON INCLUDING LIFE SAFETr of THUS PRODUCT.BASED Ctl THIS P.ED..PROVIDED HE/SHE DOES NOT O£NATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCCAOIr CONSTRUCTION SAFETY AT SIE S THE CONTRACTOR'S RESPONRBIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.EO.Ml.BE CONSIDERED INVALO IF ALTERED BY ANY LCEANS UWMSPEC=PRWEWS;SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGO.'EER OF RECORD(EaFL)FOR THE PROJECT AND WHO VALL BE STRLE FOR THE PROPER USE OF ILO P.ED.ENG1140t OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGHNEER SHALL.SUBMIT 10 1195 LATTER THE SITE SPECIFIC DEMO=FOR REVIEW. (e)ORIGINAL P,ED.SHALL MR THE DATE AND ORIGINAL SIAL AND SISUARAE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 77T77AA7/A.A�,� ELOR(DA BUILDING CODE(Nors High Velocity Hurricane Zone 1++"�F• ., �j"-S C20t7 rLTECO.SNC 1112017 EASTERN METAL SUPPLY. C. YY1 �yzE�,S �T_Ogc -5 , �.�� BERTHA VIA A A Accordion Shutter System O �N�. . may■ ■ ■ kv etapE#i w/at w/o KV.�nNxnv MAX American Shutter-S stems REV.N oPATiI MI DATE DRAIN Be: L.C. T TILLIT TESTING& ENGINEERING COMPANY A •,° s Association, Inc. 1 OLD 15-Das l2711� DATE 07/27!17 _ *� s313 ea e. s" EST sa sD5 ccwzuA cARps"s F1oao+uta 4268 tWestroods Drive 2 Ph-:(305)871-1530.r-.(s�T87t-1331 pRAWING Mo S•.,�UI(1►?; �` ; a �La-TTgIt- Wast Palm Beach, FL 33407 i I7^107 IA1 - SjHA� WALTER A.TT Zr.RE lP.E.% 0 rAt/SfGNAtRE/DATE rLoa9A 11L p 44167 5 SNI OF 20 O D OR USE%V/ HV SOLID 8 LLA 10 BY LINIVERSAL FLOATER05 STARTER j hV COVERED UNDER (1S OUALIFIE S PATENT ff 5458179 QUALIFIED FOR USUSEYll W BLADE(D 14V DIRECT MOUNT BLADE I 60BLADE Q) 63-TS ALLOY AND TEMPER (R HV WINDOW BLADE- 6005-75 ALLOY ARD TEMPER QUALIFIED FOR U E VI/ KV -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY JN TEMPER A,7114 x'a I 6063-T6 ALLOY AND TEMPER 3"0" .6 2.670' * ,WID 3-6 S947 6_70" 2 T_ 4,69r o S T_ � sl!r 2' HV ADJ. ADAPT !.12= I p� 0_07z! 3.22V' Dan- QUALIFIED FOR U (�)HV WALK—OVER TRACK -I.S20 SE Vl/ w X (Dfiv AQJ. FLOOR BLADEO QUALIFIED FOR USE W/ hV (�)HV TRENCH TTRACK33w 6063-16 TRACK ALLOY AND TEMPER Z§E.% GUAIJFFIED FOR USE W1 KV QUALIFIED FOR USE IV/ HV 6063-T6 TEMPER BLADE(1)ONLY- HV RAINGUARD a 6063-T5 ALLOY AND TEMPER QUALIFIED FOR DE W1 W 6063-T6=ELD TEMPER VARIES 1�qw BLADE IT 1. IsIV, 1.9w 6063-T6 ALLOY D TEMPER 1.917' —,—W 9 loss. W, cgr 7 -M= [z FA i 4:4— A .100 ;,t .09s, 1 4193' Xf:CC 670 :t:, S- if MLi ts. 0Yl V.I,- 670 1.omwe 670 1 1 1 n1l 14V CEILING HEADER BY HEADERfSILL 13 UP CEILING HEADER/SILL QUALIFIED FOR USE Vl/Ni BLADE ONLY HD WALL HEAVER/SILL OMFIED FOR USE w/W BtADE(i)ONLY. 1(9 QUALIFIED FOR USE W/ HV BLADE 1D QUAJJRED FOR USE Vl/ HV SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY. 6063-1`6 ALLOY AND TEMPER 6063-76 ALLOY AHD TEMPER BLADE Q ONLY. 6063-TS ALLOY AND TEMPER COMPONENT A 13 71 T2 X Y jwx 4MR YJWL t 2, .1 I- pc62'i (132• 51 MAX 1/9' 3- O.Csw L===r 2' 5-LWL 0,192- 0.192- 16 SIDE ANGLE POSTS QUALIFIED FOR USE W/ KV ALUMINUM ANGLES (:19) 2,V' 7'MAX. 0-t UALIFIED FOR USE W/ KV BLADED QUALIFIED FOR USE W/HV BLADE( 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 2* V"MAX.0.139- 0.131, 6063-T6 ALLOY AND TEMPER 6063-1`6 ALLOY A140 TEMPER FLORDA BUILDI CODE(Non High Velocity Hurricane Zone,' A. M17 VIJEECO.Vc. (0 2017 EASTERN METAL SUPPLY,LNC. ......... __BE9THANVTM Accordion Shutter System "Im E—cm-6 A.SmSmAn KY.B[A)E#1 Vf/OR W10 KV.WNDOW BLADE I N American Shutter Systems ny.K. DESOMCH DATE DRAWN BY.- LCL TILLIT TESTING & ENGINEERING COMPANY ociallon, Inc, I OLD IS-0115 37/27/17 DAM- 07/27/17 Ass 6M5&W.nM St�S�305.%VWiA�­U ATE• OF Ptmn.:(!05)371-1530.F_:(305MI-1531 42t)8 Wastroods Drive 2 DRAWING No ._�az W...0-t West Palm Beach. FL 33407 3 ES-OM719 17-107 p"a i, 4 WALTER A.TILUr Jr.P.E. P.?�Lzo FLOWA Lk-f 44167 5 SHEET %, P%kE/DATE 6 2 OF 20 29 1/t"-2W1 1/4* CAST .745" 29a* O-M4* HM$NG DMM IT 4"-20- PA-STO) 4- -pA' CISf MOUSM2 VUL'o. ITO XM(CHKVE 00MVE KA=) pww) HV CENTERMAX HV LOCK (9 HV EGRESS LOCK R us OUA."ECt ;E%V/ W BLADE(D&-(9 ONLY 0,&2 Hy FLOATING CENTER ED FOR USE W/HV BLADEQ & A)ONLY B_ 6063-T6 ALLOY AND TEUPER 0- _2 D61,R 4E W/ HV QUA I ED(PR USE W/HV 6063-T6 HV CORNER CENTERMAIE OU=E ONLY. L ZE ONLY. )REIFIED FOR USE IV/ W BLADEU1 ONLY -1 25W D.D. 318, _SIB- z74 CIOSS-T6 AJ PLASTIC,HEAD I MOLDS)TO k04S" SCREW 1753* 4 82 AFTER RVVETNG 2&qr 4 ;n BEFORE RfV­.MG _20�x 3/4" 1/4 S.S« T U BSCREW 1/4"0-20 RIVNU *SERXS 9444"LoWU W2d U Allan LkqSE RA.VC THN S�Zrr MnSERT,PART 1020,AS LAfflZACTURED EY AMEL CPV TWOM FAMPPENY.NVV JERSEY 07CI54 OR ECU4. FLU4 mur aeATw i@& HV MALE "T" LOCK CENTERMA E nTn LOCK H ALTERNATIVE-LOCK LOCKER FOR -T LOCK CENTERMATE QUA. FOR KV BLADE Q)ONLY HV„FEMALE 'T' LOCK CEN'ERMATE HV 6063-76 C9. - - QUALIFIED FO USE W/ HV QUAUFIED FOR USE 71/HV BLADE 01ONLY OUAUFIED FOR USE W/HV SLADE(I)ONLY QUALIFIED FOR USE BLADE ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1/ HV BLADE(5)ONLY. 1217 1.911- 1161 a .114 4 CYLMER OR .0 C 6 KEY CVW4XR 214- sts 0� 0.675'tr- 1 .125'UM. C FiD CEWERMATE W/ NO �Q_CKING ROD RD CENTERMATE WZ LOCKI 8, VD f USE 7//W BLADE(!)& (A) . 2& GUALIFIED FOR OUALIRED FOR USE Vf/ HV BLADETI A0 6"S-T6 A=Y 6063-T6 ALLOY AND TEMPER #3 HD CENTERMATE'S INSgP-,T Hit :�2�WZEP OUAUFIEQ FOR USE lit HV KV BLADEW&QA) o-20 5&=/r­--1 1.1 6063-T6 ALLOY '0 TEMPER ACUAL TKU 41/2- OR M CYLjN*_:R kis _�---- 15 Kr�, H Q 1.00 1.76r lft� LOROD QUAILIFIED FOR USE W/W.'BLADE 4jj 6063-TS ALLOY AND TEMPER C6,EN A CETAL w 20 AISI 304 BY FMGMt HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOWL INSTALLATION %%LL REQUIRE A 7/16-HOLE THUMBSCREWS 'VERIES S.S. THUMBSCREWS QUALIFIED FOR USE %V/HV BLADE(D& (A) DQ51LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR&WyHV BLADEQUALIFIED FOR USE 10/ W BLADE(D FLORDA BUILDINGCODE(Ron High Velocity Hurricane Zone: @ 02017 EASTERN METAL.SUPPLY-INC. A. C2017 TTUUC0,I= Rq� it -SER....... BERTHA H 7M !� Accordion Shutter System E _Z 7 /T, T A■S.S.A. KV. BLADE#1 W/OR W/O FM W"M BLADE American Shutter Systems 4EV.N. DC5CRr"M1 OATS wmi BY.- L.C. TIWT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 15--085 D7/27/17 DMF_ 07/27/17 fins mm 36*1 STATE OP �4 PfSL. 4268 Westroads Drive 2 DRAVANG No _01 �:(305)371-1530.rp.:(305)871-1531 OR .0 e-1:focco*=Lx West Palm Beach. FL 33401 3 EB-0=719 17-107 MLTO A.IXUT Jr.P.E. SHEEr rLORCA U_- j 44167 i - - P.E.'_t & RE E 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE TU9 3/8 HV M HV9 41 TO BLADE W BLADE 1 1A w whoom SLADE 02� 4625 O62V' Q W/BLADE 1A '16' y SLAWS KNUCKLE (a HV LONG RECESSED NYLON BUSHING W SHORT RECESSED NYLON BUSHING Rnau 81.75/f I 7509,' 0 i DaDWR 5w T Iwi V'R, 3 OR 1061 KV NYLON HAT WASHER IDOR(OD "!w= HV VCHEEL CARRIAGE A[SI 302-303 SERIES Kv wV 0.870-)r3/16-THICK NYLON WHEEL 2 7/a'MIN. Cts"t 315'0 03.0 - SEPARATION &7U0, 0.188"95 AISI 302 SERIES S.S- RIVETS Lj @ FIV 1 3/4' ACCORDION PIN V/ #8 HEAD EXTERIOR 1 0 BLADE 5 3/4'Lli - P,.,,,.. a • .75W @ W 2 3/4-ACCORDION PIN, ':// #8 HEAD 1. 1721/4' QF22M neam PoLymacwi: IMPACT RESISTANT Hv vmoow TYPICAL W WINDOW BLADE AND S —�T POLYCARBONATE W WINDOW DETAIL SOP. @ I —@ or @ @MPACT RESISTANT MWOMM) (DOR 0 Pq,§ _,BON I -T HV WINDOW BAYER IAAKROLON 3103 POLYCARBONATE Max RESINS, UV-STABILIZED GRADE OR SABIC SLADE rola u INNOVATIVE PLASTIC LEXAN 103 RESIN F4V PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE -F- ON SHEET 19). (1) BY(IJO (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION'SYSTEM W/ 14V(D OR EXTERIOR POLYCARBONATE SOURCES FOR(9 W(9 BLADE. ApFU:1$3U: TYPICAL S X.Pezrn 14UTTER ASSEMBLY sr T W PIN(9 OR TR AT 11 (2) W PIN 0 EXT IORMAY BE USED IN UEU OF 0 AND ONLY AT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D COM4 (—NOTE*FOR S.E*M GRIlVi ASTV W42 0z"rot' am W-� BLADE WHEN CORRESPONDING TO INSTALLATION "11'. SHEET 7. REQUIREMENTS) yzU)VIRD*� ASSY 0833 Mw P.1 9=;P'k ftl:lxrK snclm Al Ism am IZ=P.1 I3,400 P.L (3) KV PIN @ OR @ Vil 1/2" O.D. 1/16" THICK S.S. %I%SHERnznmL.0VAL's A=M10 310.=Pal 3-64M SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 0216 SHEET CO) ASTU 112843472% 845 x&4A,( WEEL CARRIAGE DETAIL V`Ax cr eLf.,= ASTM CO3 C-1 Boz o-1CL= N�f ASSEMBLY LAY-OUT UU,clar" 0=w DIM too T -M T 6f SS VME WKE14114 -M.riW." .5w M 9=Nx EE1G Rai. (f) HY BLADE SOLID & fA HY WINDOW BLADE DETAILS .. I .. I .,N., I N.T.S. FLORIDA 6 High Velocity Hurricane Zone' PL BUILDING CODE ........... ... 02017 EASTERN IIETAL SUPPLY,INC. * 02017 TILTECO. BERTHA HVT. %I 1 I -11LIEC0 ,111C. 7 Accordion Shutter System A.S.SAW KV. a"#1 W/OR W/o H.V.WINDOW BLADE 07/ American Shutter Systems TCV.N DCS DATE MM BY, L.C. CRIP=N TILUT TESTING & ENGINEERING COMPANY Inc. 7/27/1, CAW- 27/17 Association, nc. t OLD 15-085 % 6=Nx.-�S. si.�=V=4A CARMis.SIMM 331V Fill:(309)571-15.10.1.:(305)071-1$31 DRAWING No s5snpm�-. 4268 Westroods Drive ........ .-3:tlt—adkCo. West Polm Beach, FL 33407 3 17-107 1DNAlL.,"' "ILVER A.ruff&.Ps- ...... ILORMA U.f 44167 5 SHEET P.E. JRE/DATE 6 4 OF 20 MAN10F ",�(07�5 QN HV LACKS AND CENTERMATES• u �,, 1,YMOATORY CONDITION /1: ONE HV LOCK 18 Cr 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN � �a`"'��'~� OR 12•ASOVE ORB OW 2 OF SHUTTER SPA'£ OR SPANS GP TO 1OV,AND FOR INST NS AT ANY 1 1 ELEVATION.HV tDCt( •j or MAY Be USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES Yt/(2) 1/4'0-24 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON �.,. TYPICAL S1i1TiTER ELEVATION. � 2.DPRON+�CON01110N N:IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO'LINO ITV Oa®a LOCKS Co 2p OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERIMTES 1 ,Y.„_ OR S1ULLt DE AS INDICATED ON NOTE(1}ABOVE. LgCA�0.9 OF LOCKS SHALL BE AS INDICATED ON MCAL SHUTTER ELEVATION. s-xvD • �a Ic USED,W hW0 H,V. �,QCKST• LgCIONG 80115 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4' 5 6 Mg.g /- ” HE USED tF DESIRED ifl ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION 12:ONE F LOCK 2 r SHALL BE USED AT CORNER CENTERMATES FOR ANY VAN - AND tNSTAL,ATIONS AT ANY ELEVATION.HY L0 or tI SMALL BE USED AS AN OU19DE OR INSIDE LOCK. ATTACHED TO 1p CORNER CENiERMATE Ylj(2} t/4 6-20 x iJ2'LONG FIAT HEAD S.S.M.S.TtIO LOCiONG RODS ?3 ii AT TOP& OT OM SHALL BE USED. LgCATt0.4 OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xDC-%= MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �ii � °•+�`� 5.FlRST AtTETtkAj�TO Ma�DATLiRY�'OND4Ti0.4#i V'+ID ONLY FOS HV LOCK f'�Wl�+iE'H2lCji CETdfER%L!TE'S Qfs ° "`g��z D B � ••ONE ALTERNATE HV TACK z6}MAY BE U IN UEII OF tTV LOCK Q�or 4�`FOR WV7'SPAN ATID /1 ��5=g�_ ��t� �{A'(jAT10NS AT M!Y ELEVATION.ALTERNATE LOCK�R MAY BE USED A5 AN-fNSCOE OR OU't51DE LOCK ATTP.C!DAEftT v ���"g�2 �D OF 1 j4 4-20x3j4"S.S.THUMBSCREW TO i�i OR�' CENTEFMAT'ES..NAtt BE MADE Wj 1 j4 C-20x3j4'ALUU. g RfVNIfi AS SHO:iN ON SECTION TINE,SHEEP B. ONE L(?CK SHALL HE USED AT 1/2 OF SFNTTER SPAN OR 1W0 _gEaB l7 LOCKS AT 1/3 OF SHUTTER SPAN. 6,1rANCAMW CONDITION f3 FOR KEYSTONE MOUNTING INSTM!pTONSr- ONE HV LOCK or�'''or SHALL BE /t + USED AT 1/2 OF MUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP tt! { TO 96•,ASD FOR INSTALNIOUS AT ANY ELEVATION.HV LOCK @ or 0 or @ MAY Be USED AS AN INSIDE OR OUTS@E LCCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD SS. SEE END— I M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHU TER ELEVATION. USE OF LOCKING RODS` W/ COM'ECTAN Oft TOP A'ID BOTTOM IS COMPLETELY MANDATORY. OE.TAP.S ON D F C H 1 J K L u P 0 x V G X SHEETS T�YP.FULL ++ *NOTES ON HV "T" LOCKS AND CENTERMATES• HFJGHT OF CORNER 1. fLVAf 1n ONLY FOR HV'1'LOCK Ah A,.O C HCEHtfRERM+TE_5_rfAy/�D? CENTERAIATE ;ONE ALTERNATE HV-r LOCK GSC)MAY BE 44STMIM IN LEU OF HV LOCKS 0 OR IF,�1_FOR ANY SPAN AND °°l.J`�7}oA$�o11D*•T�3 -� tNSTALLATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OU E LOCI(.ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST SE 1O* •/� `✓• Y NGNUT ORT/ 1j Oxl-SS.St s�Tq A 1/ox s%B" 11r LONG LOCK MAYHBEEIINSSTALLLEEDD ED SOLT AT MIDSPAN oR 12- ©.�+ �V��•(�a MAXNUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS$_§TOP AND BOTOM IS MANDATORY- (7) ANDATORY.(7) 8(�•�rn t9• 3 is•qS��( *NOTES QNNHHD—LQ-CKS �E MADS •gyp �y�/ BLADE L,y �•� p ^�• 1 HD aCK Wf34 1 {Q CENTERMATES AOR 3 W/(A:ONE ALTERNATE HD LOCK 3G MAYBE USED IN UEU OF TYPICAL r'ICAC Il V L3lJiDE SHUTTER 1 EIS ELE�A 1 ION HY LOQ( OR V` FOR ANY SPAN AND 1I ALIATIOFS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY Be uSED AS AN 490E OR OUTSID,&LOCK-ATTACHMENT OF HD LOCK 64)IO t IS W/3 A x 316'F.H.SSlt%.AND INCLUDES REINFORCEMENT INSERT-3 AS SHOWN ON SECTIONS HDB-HVA AND HDC HVC.SHEET 10.LOCK MAY Be INSTALLED AT MIOSPAII OR 12•WAXUU14 BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a�IS COMPLETELY OPTIONAL 1Jlrrrrranii����' FLORIDAIN ( on High Veiocity Hurriconti ane ,1+ .. ECO.rJ•'�'.'. 02017 TET-eCO,INC m 2017 EASTERN METH.SIN UPPLY, C. 1' BERTHA HV11A r Accordion Shutter System i L E G C�umc- . . . . H.V.H.V RAM#1 w�OR WIO U.WINDOW MADE Tr ATnertcan Shutter Systems ICV.N. DESMPMI DATE DRAM Sy: LG TILLIT TESTING &ENGINEERING COMPANY Q'" a' 6333 rca 35sn.sa Sc..305.1sR(#u GAFtSIM FUSCA 33+ AS90Cl4flOn, Inc. 1 OLD 15-085 7j27J1 DATE: 07/27/11 � +� Ph.-:(305)671-1530.1-:(305)871-1531 4268 tVes#roods Drive 2 DRAWING No »+y+ jA•.......,.�.*•�,+ T+1( a m w r1� West POIrn Beach, FL 33407 i 17_107 .7ONA4 E 11d WALTER A TIUJr Jr.RE �' rLORGA Uc.!44167 5 SHEET P.E. SEklJ5tt`T�iU,'R'E/DATE 6 5 OF 20 NCRETE ALZRORS POURED CONCRETE ON POURED OR CONCRETE OLOCK POURED (SEE SCHEDULE REQUIRED 1/4.0-20.1/4'SS. CO.'SRETE H:QNCR£TE REQUIRED S'aT 13) [ CONCRETE ANCHORSftACItNNE SCREWS (SEE SCHEDULE ON w/r/a•-zo COXC?TE ANCHORS t t$ �E(SEE O5t�7MG QaN 9s:Ef 7) (SEE SC �% i' �/' ^SHEET 13) NUTS @ 12�O.C. H MME ON SHEET 13) GILT ij4 o—ZOx3j4'S5. J /r_ // r ; _ MACtHW SCREnUSING 1/4--20NurS 0 12'O.c. //2r` ' / t3 OR g _' f'___ t3 aR� E 0.� / .250'Mo. r-_- (j 15 r E-d.` .250`Aa. ! / 1 r Gro: oanoNa norlAL —� 1 Kr14P/RF1<R h1SS""i1-'E„aa"roeT�srlr 1a 1»R 1 ' �� . ON TO MASS aEvT OR EwsnNc — a2.SEPawn _I (SEESC1•EIULE OrSHEET t t E052NG :EPolAna. To CLASS GLASSma ) t SC Amu ON SHEET ti) 1 ��Irat.Ass--i HY WALL HEADER INSTALLATION @ HV WALL HEADER INSTALLATION © HV WALL HEA ILFSTA! TUB ION_+ KEYSTONE EXSTING wi.SWA.R Cf1 TO CLASS GLASS-" SHEET saArraa 1 • ; 1 , t EXISTING� (SEE SCHEDULE ON SHEET I I) 1 10 loss 1 rt OR t� wL+Pn[turo22 To GLASS t MASS i_SLlxIItE `�T LAX OI it} { ; 1 it 1>a tg 02 seET,s OFTCHA ,' L, r; -1 r EGP6QI2:$1 r E.d,�.� /' 1/4• ; �., a?nOLtL. i 4.,/'j-_,•`_ ' O'R a E O.�i :� :' ./ f i I �', ' /r ) • ;' I r (' i rr/Z/r r - �.:f. yL D.fl t f rrf t CR 14 / l-_' ,/aro-2o 3/a•ss. ( ' / fr H t t PHIUIPS TRUTS HEAD ' i " taro-20x3 a'S.ri P1GLL'PS 8 EQ { ttppFiiNE SLRe'Yfi USING �` �'S f cah'CRE2E AYCIRIRS TRUSS HEAIY IAGHINE SCREYIS �RzE ANCHORS r /`/r f, Y J Va--zo nvrs®iz-ac. 5 (SEE SCHEDULE ore rr/r/4•-m rlUrs r2 Is-D.C. PLWR CauCRETE J (SEE SCHS-CULE ON SHEET 13) ���./f/� vin. pORCd CRETE BLOCK CONCRETE "H�t3} OR CO.�Cfi--TE EVE_ [ ��!IC.4EIE FNpli0R5 R� "�` I "` D HV WALL SILL tNSTA{�LATtON (SEE SCHEGaLE aN F HV WALL SILL iNSTALtI�LON POURED CONCRETE SHEET 14) CR CONCRETE CLOCK HALL REQwREO � HV WALL SILL INSTALLATION tt0 frgCC"'NATl0NOFSECTIOV4 INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR T1PiCRL.SKU TER 'E.0.-EDGE OtSTANCE SEE LPI FATCUS OF USE COR HV BLADE ��Lv fcLG SECTIONS CAN aE COURVED (SEE SPE0'-=nOS ON SHUT 13) OtADE @Cr2 SHEET 1s IN RM'WAY TO SUIT ANY W5TRLLATtarL !A ri aI2 7 ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1' 02017 EAStERN METAL suPPLr,INC. 02017 .XDENS BERTHA HVni .4 A ,� Accordion Shutter System t L E G O i K�. w Kv Bum#t W OR W/0 acv wrrnow MADE ,7 ;'@ ; T)WT TESTING & ENGINEERING COMPANY American Shutter Systems .K DEsCUFFIO l WE VRW1 SY' Lr_ % ,. Association. Inc. 1 OLD 15-085 7/27/1 OATS: 07/27/17 '�•'••�Q 111 r'!�+.�ti a=N:__"5''S°MS.`+a M r"�"�moo'3"N 4268 Westroads Orive z -•..�i.•. i- Ph—.(305)871-1wo.T..:(3a5A71-113+ DRAYIING No Y S'�aNALEN6 Hlti e-..II�8c.*'. West Palm Beach, FL 33407 s 57-107 w��ix•.i lrrrlr S.A,LTER A.T1UJT Jr.P,E 4 $tiE>:T P.E. SEAL/SIGNATURE/DATE rLOROA Lx g aa187 8 6 OF 20 CONCRETE ANCHORS suwwm POURED OR L TOSrSCLASS (SEE SCHEDULE 01-1 94W 13) TOEMFM)OC �K1R ECCE OF GLASS SLAB IF 04 sw Is ------- APPLIC _�EILE ALTERNATE i. GLASS x .rp- - - EXISTING ANCHAR iii irI LOCATICU 1s -110.3/4'HEWASHOR WAD 57jII 7 (U3-U 3 wc TEX SCREWS 0 f2'O.C. EDGE OF I F-0 1)- SLAB IF S Va -CONCRETE ANCHORS APPLICABLE SCHEDULE de, (SEE ON SHEET 13) ECM OF 01, SLAB IF EDGE OF % I /, 1 1 1 , ,,I APPUCABILE DMIG / . I EDGE OF SLAB T SLAB IF APPLICABLE 0 V n WAD CONCRETE ANCHM E D.------ CONCRIME 10amm POURED CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) TwMa(DwIl REOUIRED Z.,HEAD CONCRETE ANCHORS PQURED-�// /// / � / M 9W T9 FCR 1 OR g4CMtCRETE (SEC SCHEDULE ON SHEET 14) Ilk RBOUJRED D.— E.D.*_ @ TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF ASV. (3)14V WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PM 0 BY CEILING INSTALLATION & BY FLOOR INSTALLATI—ON t SCHEDULE 13,SHEET 11 ir COUCRETE A&ViORS MC= 1/413 rrW VLX=r C" is 4 @ A -r- N7 SHEET E)aSnf4G M"O=PEND PONIM CLASS ro ------- GLASS� manam upm.gxx=W/ STING GLASS (M=X=x w n) QC. FOR UP TO G,_w SPIAN am ac.Em SPA-6 wam UK, -4r - -7 -,or- -Ltm SKO T FOR EMATIMM7 &I r 4 1 A @ SC HEAD tfT-—I TEK EM _ 12 O.C. 8 814!3/4' 1/4.-20.3/4"SS US 7 J14.3/4-S,D.S. IX-20 MITS TEX 0 91 D.C. 0 12'Or- OR �6-20 S.S. I CONCRETE ANCHORS 7J/HUT o 9"O.C. SHEET 14)LIE 014 E)ZVZ ION SnUiCnMAL r ------" A. i i, !;;I WALL MU(Dmoowz L@-@ • E.D. Q.?)IR@ SILL) OF /X/ POURED 0wfCwC 9*D.C. —Reamim CONCRETE ANCHORS SEE NOTE 13(b) NOTE POURED CCtr=M (SEE SCHEDULE ON ON slim I RED OR CONCRETE BLOCK SHEET 14) Pau CONCRETE— ON SHEET OR CONCRETE BLOCK REQUIRED, REQUIRED @ KIDWONE MOUNTING INSTALLATION UAXMLU A&M CESCM "r URL.+64,72 P$f POUREDJ (g) HV WALL FLOOR INSTALLATION @ HV WALL WALK-0913 INSTALLATION PV'Ss' COUCIREM - umwm Stamm spm -V QJ HV AINGUARD INSTALLATION t tf` t THIS INSTA-LAM SHALL. FDR CCMI:NA or SM17ONS, RVAGMABLE VVEN PERFORMED1-SEb SHEET LWATIONS OF USE FOR I-D.-EDGE DISTANCE ADJACE14T TO 4*4 OPERABLE DOT SEE TYPICAL SHUTTER (SLE SPECIFICADOV.0:4 SHEET 13) OR ENTRANCE E a ox sHEE:r ig 4 FOR INSTALLATIONAILS W/ J) HV BLADE ASSEMBLY DET 2-VOLOPNO,SECACTIONS IN ANY WAY TO SUIT XW LLNEO A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; ,11 02017 IXTECO,INC. 02017 EASTERN tAETAL SUPPLY.(tic. S • BERTHA HVTN, r! ►oAccordion Shutter System 1111LIECA oom.. .S.S.Aw KV.R"#1 W OR W10 KV.WITOIN MACE .4 Shutter Systems • DESCRI DATE D=11 Cf. Lr- TIUIT TESTING ENGINEERING COMPANY n 7/17 SL�Sl-3M%*="Came,rim"331U Association, Inc. 0 GATE:LD 15-o35 37/27/17 07/2 4268 Viestroads Drive 2 ....... Ph— (305)871-15M.Fa.:(306)371-1531 DRAWING NO '" 6 7 00 e--2:tmcoft.,_ West Palm Beech, FL 33407 3 17-107 EB-=6719 4 T WALTER A.-.IWt ,,P.E. FLORIDA u-f 44167 5 DRAWING C�P.E. SEAL/SIGMTURE/C)ATE 6 7 IF 20 SEE EN O S SEE wrEs IN t.=.r Roes Hv Lem(D or INSTALLATIONS W/ HV AND ALTOWATE W LDOK 0 ON vim 5. Fo-u-T] -EXISTING CLASS **aLME SLACK Da�W iS VAUD M AM BLADE Wj HV CENTERMATES CfNXRVA'MS NTLCATION ATIN RAVE(D (21 . 22 OR SEE END WALL CONNECI]QU FExislivo GLASS DETAILS ON SHEETS 1 - --------------------- ----------------------- -- 2'.2*.1l$'wW-2 3 1/4- 7- 6 V2* 7' -16 1 (6063 MAC*RAM QPPOSING SYMMETRYCAL A051L&/2) 4r .1 %&N �E NLT E R M TES NTE %ATES MIN.SEPARATIO HV� fL N 0 or (Iep/smou) 810.3le S-U-1.0 12' W/ HV LrCK or TO CLASS (4)#I(b,I/Z'SXS-M O.C.R&L LWOW. w (SEE SCHEDULE AT EACH A&ME CW) 3 ON SHEET 11) 5 IN 0i 5 1/2- 03 NV F0-U fl 6� HVQ HVA HVB @ 0-0-@-009 r-POURED W �CRVE OR MU511IX I CON LOCK WAM 0. 15 w co F I REOUVW SYMMETRICAL--- -1 N—] _@6-- --a--C6 j--6 ------ X 0, F TO GtASS GLASS CENTERMATE @ (S SCHEDku 4 � Ott--,iEE, 11) — —--—————— W1 HV L0qLjw -OPTICNAL EE .tdl'S� '�l,c\ N q-0 NAL rocvss NIMOR) Ott SHM Ili 1i (I -------I------ VARIES 03 OUT Yk'W x V3 HVE HVF** HVQ FLORIDA BUILDING CODE(Ron High Fo-—uT Velocity Hurricane Zone, 02017 TILTECO.WC. 02017 EASTERN METAL SUPftY,INC- BERTHA HVIIA Accordion Shutter System MIL ECOimc- A.S.&A. KV.MAX#1 W/OR V110 H.V.WNDOW RADE American Shutter Systems t—LV. PC=" "it ORMI W. Lr- ON- 3. TILUT TESTING & ENGINEERING COMPANY Association, Inc. ISM 07/2-1/1-7 CAM 07/27/17 nQRM W1 6455 ti W.36�S1.S�=$.V=VA WD11M rlmm 331 % • (DOS)671-1551 4268 Westroods Drive 2 —DRAVANG No —.L. ­0-b& West Palm Beech, FL 33407 3 — 17-107 AL'EV ES 6712 4 Go= WnICR.k 7W J,P.E. "'f FLORIDA Uj 4410 S — SHEET 8 OF 20 P.E. SEAL SIGNATURE/DATE ALTERNATE INSTALLATION WjHV "T" LOCK C% HV MALE4FEMALE "T" LOCKS CtNTERMATES a?) -. 29) & LOCKERS C?-h W1(1) HV BLADE SEE FAD CONNECTION DETAILS ON SHEETS 10 Ar 18 INSTALLATION (1) HV BLADE F -1 awn W HD CENTERMATES (n OUT ww 0 w"WAX mr.-=Aim as WEFT a. "I'll I",=wx CD OCTAX K0-KV0 VOCAIM ON TICS SKEM WY BE t Via"no uTIItwECTION MMAUArON Q6TWt enc SKNOW W rKM SKrT. $EE END WAU. ON DIEWLS ON BttEETS t0 !S @4-b-o-o-b- 35 W=04 4 OPMRW t------------------------------------'----------- ---— -- OVINVY sus,To wM 0 ur Y a Mid A=L 07�41� ar-FULL ta�c, F IN IN /( MP) wYHV 'T' / as Sc=am e5 LOCK (INSIDE) I M-w l V Q-% �I ------------- - -4 28 29 1 N Z z 4 3 - r OUT 3 Sim x a EM w=1&. 1/4 0-20 x 1 1/2" S.S.M.S. 3 W/ 7/8-0 x 3/32- WINGNUT. FouT HOC-HY-C: 9W -T" LOCK (OUTSIDE) �AL-HQJCENITERMATES SYMMETRICAL HD CENTERMATE5 t "wMN HV-0 W/(a! LOCK (EXTERIOR) W/& LOCK (INTERIOR) 0=443 AIWO LAKE FIAr=lWi tr�SM S�iEET� .PART I 08M AS VAMFACTURED SY RMO.OFEERRY TEXIM51.FARUPPENY.KEW JERSEY 0=4 CR 003iRL sm wrim M 100044 b%=Q.-0 kom w s1w 51 =�fUW=8XIE(3 W�ICD�RM 3 rcR�cm7uwAszo; mcapz wo wzc(D FLOATING,STACK 5" ic ne Zone', Jill FLORIDA BUILDING CODE(Hon High Velocity Hurricane . ........... 2017 EAVERN METAL SUPPLY.INC- C2017'ILTECO.INC. BERTHA HV7 0.4 Accordion Shutter System U Z T,7LI-Eiz 0�114 C. A.S.S.Aw ILV.RADE#1 W1 OR WIO KV.WNDW BLADE TILUT NG & ENGINEERING COMPANY American Shutter Systems TEX w DESCRIPTION DATE -DRAWN SY�- LQ Association, Inc. t OLD 15-M 57/2i/r, DATE: 7 OR6=NX 391 St.U.305.%V=-VA CAMM FLOP*A 331V .......... pt".—(3m)871-1530.Fax (305)871-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 'S L ta�q-t— 4 17-107 Ea-=6719 raaa WALTER A.MIT Jr.PX no[MA U--0 4416-1 5 SHE P.E. SEAL/SIGNATURE/DATE 9 OF 20 —POURED CDACRETE POURED CONCRETE A. OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WAUL V OR CONCRETE BLOCK MUL REQUIRED BLOCK WALL REQUAW F UIRED BLOCK WALL REQUIRED TE T lj� DaWiG GLASS E)aSnNG GLASS /-2 MIN DUSTING GLASS CONCRETE AIXHOR /—E)QSTING GLASS V W"0 > 2•Alla- SIRL To GLASS(SEE UN.SEPARADON SEPAPAWJ r811UE TO GLASS(SEE t0l.SEPARATKV ED ED/,' TO GLASS(SEE IS SORMIE ON TO QfSS M ii RR MAX G)AW MIN. S�EFT SCiEDULE a SW W(D— SDIEDULE at st�m 1/161.3-VA)L ON%CQ'9 ICR I I FOR SLADE 090 (6063-T6)Coar. a;=(D ON 94EEr I MR ON Sim 19 FOR AT ON SWET 19 FOR ALUM.CLOSER 2LAMS(D &- (LOCATE /2- I DE FLAT. MIN AT EMeR SLOE OF(D) 4-USE 1*OR 2'MA)t 12'Itl UK (AS APPUCAfW.2'.I/8*.0`-2' RINI/12*sms. ALUUINUM CUP ANGLE P ---r--- jTDxI/2-SU.S- ® 16'O.C. (6063-115&I"AT MID 0 16-O.C_ (1) #10.1/2-S.M.S.101 4 NEK (2)1/4-0 TAPCONS ANCl+ TO WALL AT 1;O.C. AT SEE DUAIII.X 1 0 OF i OR & TO TRACKS FO R EIMER so 4 (15 OR\(W SEE CETAU.X FOR dIOR (W SIDE CONNECTION SEE L X F 4 SIDE CO.fNECTION SID CONNECTION to TRACKS If (9-0-co-Q'O-9- L @.Vroa. s END CONNECTION PEIA-1 (3) END COKOjOlON DETAIL(4-) END CONNECTION DE-TA I ENQ CONNECTION DUAI Fwi—n—FOR SPANS GREATER THAN 12'-,V POURED CONCRETE OR ousnNG 4 CUNSS CONCRETE BLOCK WALL GL. LASS RECLARED MN.SEAk-AW 0 is'0:C, y —-—-—-—;> To MASS(SF-- &M SEPAPAT04 < 0R@OR(qOR soiEVLLE at Sk__1_T To MASS(SEE > 7(9) I I R)R BLADE OAPa CONCRETE I l4a rVE MON 901a.T. 4 @ OR@CR(q0R@ CH 19 FOR ANCHOR 0 CONCRETE✓ ELACM(Ds S 12-O.C. CN StM 19 FOR L----- - OR 1„ I IauxEsq)&Q) �k ANCHOR ED J 16* J O.C. f �c.@.(9 OR EQ ♦ SEEOF USE MR WN. izEr o VIFLI-1 2' ""Z �l L 5 X (�OR PLAN E)ETAIL- em I - END INST CONCRETE BLOCK WALL 10 RECLURED 1 BY BLADE OR lb HV WINDOW BLADE INTO Z POURED CONCRETE OR LWION CONCRETE OR CONCRETE BLOCK WALL. (D-0-0-0-0-0 END CONNECTION QFTAI NNEC ION DETAIL@ .0.0 FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone,' 1111 EN ...... 02017 TILIM,INC. 020117 EASTERN UETAL SUPPLY.INC.§ BERTHA HVTm Accordion Shutter System TL E KV.RXX#1 W/OR W10 KV.WINDOW MAX 71776 1 7mc AwSuSnA American Shuffer System. rV.N. RESCRIPTICH DATE DRAWN Dy� LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I CLD 15-Im T7/V/I7 DATE- 07/27/17 ='5.vmmx cAsmm-noilck 33"R Fft.,z F_: 4268 Westroods Drive 2 n 01 tri k 6&%NAL MA"SL.S� .. .... ..... ._aftt West Palm Beach. FL 33407 3 —DRAWING No 0`1 EB-00=12 4 17-107 WALTER A.TWT Jr.P.F_ ......... FLORIDA Ua If 44167 S SHEET P.E SEAtj5iGNAT1)RE/DA'T'E 6 10 OF 20 S EDULE N1 ,SCHER IEE 0 MAXIMUM SHUTTER SPAN "L+" OR 'L-' MAXIMUM SHUt ILK SPAN* 'L+" MAXIMUM SHUTTER SPAet*-L+' (ft.). FOR INSTALLATIONS W/ OR -L (ft) FOR INs?A[LA WH t Ma�� '- crtmMATES. & or or ) OR "L-' (ft.) INSTALLATIONS INSTALLATIONS tY/ W [ M CONCRETE& WOOD (I)L+:V.AXIJdUu AU.OStAet£SPAN FOR A GIVEN S'J/ ONE N.V. LOCK or® or or & W/ ONE HV LOCKS hlANSORY POIS[fIVE ASA.DESIGN PRESSURE RATING. HD LOCK I�tV/ NQ LOCKING RODS or ONE HV LOCK ar or L-:LIAX.ALL(r.;BLE SPAN FOR A WEN NEGATIVE CENTERb1A 2$ 29 Wj ONE Tl/ NO LOCKL`TG RODS OR PJ/ NO LOCKING WALL A, a. C• D. E. M. N. O. P, 0. A.S,D.DESIGN PRESSURE RATING. DS MOUNTING F. K & L R. S.&V. HGJ"T' LOCK 30 Vl/nVO L NG (SEE NOTES t tt) (yam FOR C.OUNitkO n (2)PROCEDURE TO OE ER6S61E tW)fUdUM SPAN FOR RODS 35�TrO1PF G& BOTTOM t9SEE SHEET 7) FLOOR/CEIUNG G. H. 1. 11.J T, U.Yl& X WALL MOUNTINGS(FAP/6gROM)OR FLOOR/CEILING: CONCRR ac SToO INSTuuAOUS 0 CGMpALf£rr troo0 MOUNTING & Id S.O.DO cuxvuu r67 [Ana rIM 0 COLLAT(O DETE A POSWIN'0.5.0.DESIGN PRESSURE RATING, wA.utma wsp,tN.va+ ws.a ce7ut DTSFALLATtONS fftssU� WALL UOUNiiNG FLOOR/CE¢ttG � nta-Ui aWo PRMWRA M, - naG/cOUNG y yy0N0 GOET)325i1NNECA'IVE A.S.D.DESIG>7 PRESSURE RATING. W e&l 6[aUNTINC 1rp.K) nDap/cTnuu MOL2am [ww+J DEMRs N£MAKU M SPAN'LFROM SCHEDULE. (f uR-) (�cet-) (+cat-) F1LOR telt UOUt:nrr L+ 04 L-(IU L+ (s) L-M) 1 t (sU t-(al [r (a1 -(fa a LCNaMUM 51 TINTER sPNt 1+'OR 1 FOR p wSTALtATIONS INTO WOOD SHALL BE LIMED TO FINAL MAtQ1lUTA ALtA7rA8LE SPAN 6 EQUAL t0 THE 30 OR LESS 16'-0' I 16'-0• 16'-07 I6'-0" 30 18-0" I6'-0' 30 16'-0" i6'-#L' 105 pet.ASA.DES'GN PRESSURE RATING. taL..Um OC"TERMINED SPAN sEMEEN'L+'AND'L-. 35 14'-10" le-10" 15'-2' 16'-0' 35 14'-10" 14'-10' 3S 15'-2' 16'-10• 40 I3'-ID' 13'-IW 14'-r IS'-2• 40 t3'-To" 13'-10" 40 14'-2' 15'-2' {3)PROCEDURE TO DETERedutE L+A%IIJUM SPAN FOR 45 13'-1" 13'-1' 13"-4• 14'-3' 45 13•-1' I3'-1' 45 13'-4• 14•-3' t HV CORNER CEN SWATE 03 HAY BE USED AT ALL W/FLCOR/5 LY MOUNN ICS:MALMOUNTINGS 50 12"-5' 72'-5' 12'-8' t3'-r 50 i2'-5" 72'-5' 50 12'-3' 13'-1' MOUNTING RNsIALLATIQNS,LOCKih'G SPODRCAMNS W/FLCORjCE1LNG MOUNTLIGS: 55 11'-)0' W-10' 12'-1' 12•-11' 55 If"-10" IT'-10" 55 11'-1- 11'-11" SHALT.BE AS INDICATED ON MANDATORY CONDMON 02 FOR A GIVEN POSITNE ASA_DESIGN PRESSURE NOTE 60 St'-4' 11'-4' I1'-1' 12•-4" 60 ii`-C 11'-4" 60 IO'-2' SO'-11' 5. 5' DETERMINE- 65 65 10'-10' lo'-lo' n'-1' n 65 /o'-IO" ur-lo' 65 s'-s' to'-r DETERMINE u+a IMAX.SPAN FOR vintt MauNDesG NNSTAELATtOtTS. 70 10'-6' TO'-Ir TQ"-9• I1'-5" 70 IO'-6' IW-6- 70 S-9" 9-4' L2+=VAX.SPAR FOR FLOOR/CEIUNG MOUrMNG 75 IO'-i' 10'-1' 10'-4" 11'-1' 75 10•-1" 10•-1" 75 8'-9' tt EXL'£PT THAT IJmuumt SHUTTER INSTALLATIONS. 80 W--10- 9'-10- to"-o' 101-9- sO 4'-IO' 9'-l0" SPAN•L+'OR'L-'AND M?0-60A A.S.D.EESUG FOR A G7YEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9"-6' 9'-9- 10'-5" 85 W-6' W-5" PRESSURE RATING MR LWALLAIla RJTO C(htCRE1E RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE UWTED AS FMWYS DETERNNE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAIL SPAN FOR WALL MOUNTING INSTALLATIONS. 95 1 9'-0' 8'-9' 9'-2- W-10" 95 9'-W &-9' UMrfEO TO +64,-72 p.s.f.AND 8'-0'SPAN. SEE Lx-=MAX.SPAN FOR FLOOR/CEflJNG MOUNRNG 100 8'-9- &'-4' 9'-0' 9'-7' 100 W-9" 8'-4" MOUNTING )ON SHEET 7. INSTAL1AT10N5. 105 W-r r-11- W-9- s'-4- 105 s'-r r-TT` l 1 Q e'-4- r-7- s-r s-2- 1 t o a' c 7'-Y FINAL MA KIMUM ALLDIVA9I.E SPAN LS EQUAL TO THE 115 W-2' r-s' 87-4' a•-TI- Its a•-:r r-s SEPARATION TO GLASS SCHEDULE MINIMUM 6ETW£EN`<t+-.t2+'. L1=AND LR= 120 a'-0' 6'-11' 8-2' W-9- 120 8'-0' W-11" (4)Go TO ANCHOR SCHEDULE WITH FINAL, VAXIMUM 125 r-10' W-8- 17' 0" W-5' 125 7'-10- 61-8" 'ALLOVIABLE SPAN AND NEGATIVE A.S.O.DESIGN 130 7'-8' 6'-5' 7' IV 9'-1' 1'S0 r-8' 6'-5' PRESSURE RATING TO DE1TSiKih'E MAXIMUM ANCHOR 135 r-7- 67-2- s' r-9- 135 r-r 6'-2" WIND ZONE MINIMUM SPACING. 140 r-5' S'-1, 7--6' 140 T-51 s•-11" ASTM E-1996 SEPARATION 145 r-3- W-9- r-s- 71-3' 145 r-r s-9' TO GLASS 150 71-2' 5-7- 7•-4' r-0' 150 7'-27 5'-r 155 r-o' s'-s' r-2' W-9' 155 r-o- s'-s• 1- THRU 3 1" 160 6'-Ti- 5-2' 7'-1' 6'-7- 160 W-11" 5'-2" 165 6'-f0' S'-1' r-0' 6'-4' 165 6'-IO" W-1' 170 W-9' 4'-11" W-11' 6'-2• 170 W-9• 4'-11` 175 -r 4'-9' 6•-9' 6•-0' 6'-r 4'-9" W t i l N Y,f BLADE 1$0 6'-6' 4'-8' 6'-8' S'-10' lea i8O 6'-6' 4'-a" `..!/ T85 6'-5' 4'-6• 6'-7' S'-S' 185 W-5' 4'-6` 190 a-4' 1 4'-5' 6'-6' 5'-6' 190 6'-4- 195 a-3' C-1' S-5' S'-5" 195 6'-3' 200 6'-2' 1 4'-2- 6•-4- s'-3' 200 6'-2' 4'-2' 205 6'-1• 1 4'-1- 6'-3- s'-r 205 s'-r tN '"�� FLORIDA BUILDING CODE(Mon high Velocity Hurricane Zane. :.. .... r-__ 02017 1RTEC0.M1 02017 EASFRN METAL SUPPLY.INC. BERTHA HVTM E-5 , - A Accordion.Shutter system Nc. ■ ■ ■ ■ KV MADE#1 W1 OR W/Q KV MANDOW MADE Tit ? TICCIT TESTING & ENGINEERING COMPANY American SITt7fteP Systems R pESLRPnON DAIS Donv 0r u.ftY.LO. 7'JIYE111y ;=Gr Association, Inc. 1 OLD /5-085 l27f1 rJAIe 07/27l17 <t7 asaa H.W.3".st.Seg.laa.v-,r a GkRO01M FLCFMA Sat Fbb :(3435)671-1530.I-:(305)671-1531 426$ Westraads Drive z DRAWING No Vn1w +11 a-mol:Wt+coacd.c %Vest Polm Beach, Fl- 33407 a DI-C0067". 417-107 �• ,r' WALTER A TILLS�.a.E. 5 SHEET MO&DA tic.1 44167 P.E. SEAtj51GE�;i`{t)REjDATE 6 t OF 20 1W UT,LIH :s .l: .ctw timWIS].a, •; 1lIa '5.1213x: .c , ,�1 a a :11! 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQL}IREl41ENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NEFSiNE PRESSOR Ra¶NG AND A CORRESPONDING MOtMQ TYPE FOR CONCRETE OR CGNCREE BLOCK INSfSIAMONS t.ANCHORS TO SUBSTWI£-14ALL BE AS FgLLOWs (SM NONNONGS E G.&H CY SHEETS 6&7) POURM CGNCFEWCONCRE,TE S= POUIZED ATE (A) TO DIS1010 POURED CONCRE :(Wm rc-3 kX0 ttA10UtAt I:lSYR[!.SRL MOUNTING 4CEILING MOUNTING FLOOR MOUNTING - L/4-0 TAPCON OR TAP00N KITH ADVANCED THRMFORA TECHNOLOGY ANCHORS.AS LWtUfACIARr"0 BY LT.W.BUILM% (Mi..Cc 3 ANCHORS St1ACING MAIJD - 1/4 41 x 3/4'ALL POINTS SCLIO-SEF ANCHORS.AS DISTRIBUTED BY ILLL POINTS SCREW.BORT&SPECIALTY COMPANY.(UTO.rc e 3 SPAN( CE30t tlfAtM:69E FAT4Ai .OFiK^1 h'rAIlVE f965LmE Ft1AG tT..,%'U 1D:ghE EOLS51'RE.FA150. 1/4-0 BLU£TAP CONCRETE ANCHORS 7A/CAP AS MA4UFAIno"EK FLORIDA FASTE10tS DIRECT.CNC.(Nin.re-2 k.,l 30 40 60 75 90 120 160 205 30 40 60 751 90117,011W 205 3014016017510011201160 245 TAPCON ri TAPCON - 114.0 TAPRRR+ANCHORS AS MANUFACTURED BY POWERS FASTEX17S.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALIY 74 12 10 9 8 e 6 95 14 12 10 9 8 6 6 ti t2 1D 8 a 8 8 8 IHRFJUIFO.RIT ADVANCED a' OR lJ1Y'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED KITH THE AMERICAN SHUTTER S15TEMS ASSOCIATION.HNC. 3'-O' t4 12 10 9 a $ 8 6 14 12 10 9 8 8 s 6 14 1211019 a $ 6 6 (1$O.rc 3 l x9) ALL P1xm SDUD-SET OR t4 12 1D 9 $ 8 6 6 t4 12 10 9 $ 8 8 6 14 /2 HI 9 a a 6 5 BLUE TAP W/CFP NOTES: I4 t2 t0 9 a 8 6 7 14 12 10 9 0 a 6 6 t4 12 t0 9 8 8 6 6 A1)t.NHiNUM EddBEFJMEM ONTO POURED CONCRETE OF TAPCO.tl OR TAPCON Y$1H AtPAANJCID RiRFAEiFORM 7TCFtlt0lAfif ANCHORS AND TAPPERS I4 12 10 a 11 7 55 3.5 14 12 10 9 B 8 6 6 14 12 1019 a 0 6 5 TAPPER+ ANCHORS 5 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 i/2-. 4'-O` 14 72 10 9 8 5 6 6 14 12 10 9 $ 9 6 6 t4 12 1019 8 8 1 6 55 14 lZ TO 9 8 8 6 4 14 12 t0 9 a 6 6 4s 14 12 10 9 9 6 4 J5 A2)NOIMUM EUR DUENT CF 1/4'9 x 3/4'ALL POURS SOLID-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 A 0 $ 6 4s t{ 12 10 9 8 8 6 5.5 14 12 10 9 8 0 6 4.5 IQO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SWLL BE 1 t/2-LONC MINIUM SHOULD STUCCO 14 12 TO 9 7.5 55 35 - I4 12 IO 9 $ 8 6 S 74 12 10 8 1 a 7 35 4 •SEC 4Yr USE 4Da EIGST,AND 1`MI101UI4 FOR WALLS WITH hD ST1lR000. L14' 42-140-1-19- 2 t0 9 a 8 6 6 t4 12 10 9 $ 8 8 5.5 14 12 10 9 8 8 6 45 &AM VN�f9 5'-0' 14 12 l0 9 a 7 4 - 14 12 24 9 $ e.S 5 35 t4 12 LD 8 63 5 35 3 A3}!4 CASE THAT PRECAST SL074F PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER E£FOUND Ott THE EMPNG WALL OR FLOW 14 12 IG 9 0 15 43 - t4 12 70 4 a 0 6 45 t4 12 t0 9 8 8 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCRJRE BEHIND SAID WALL FINTSRES.ANCHORAGE SHALL BE A5 INDICATED ON 14 12 95 75 65 45 - - t4 12 10 9 $ 75 55 4 14 12 10 9 8 6 45 35 NOTES Al)&A2)ABOVE.FOR D7STPLLAWNS ONt V44YL SM24G OR US WITH OR WITHOUT METAL SCIDS CONSULT INNS fNGWEER.FUR B.�. 14 12 10 9 8 8 6 - t4 12 10 9 8 a 6 5 14 12 to a a 65 5 3s INSTALLATION I14TO AFS WITH METAL SMIDS SEE SHEET 20. 14 12 10 9 7.5 53 3 - 14 12 10 95 7 5.5 4 3 14 12 8 65 S5 4 3 T4 12 10 9 6 6 - - 14 12 10 9 $ 85 S M75114 12 10 a3 8 5 4 - (8} TO E70511RG ORNCR£T£ WITH:ADV(ASANCED C-90) 14 12 5 65 53 3 - - 14 12 10 9 a 65 45 3.st4 12 t0 a 7 5 3S 3 -1/SETA TAPCON OR TAFKON VATF1 ABET AND RS.ADF09id T1C1R4 BY ALL POINT AS UAttUFOLTURID EC LT-W-BUODE% 14 12 10 9 6 8 - - t4 12 10 9 8 7 3 a S4 12 10 9 75 53 4 3 - 1(4'6 x 3/4'ALL PO041S SOLID -SET ANCHORS.AS O15TR[BUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COUPAI4Y'. 7'-0- -T/4 O BLUE TAP CONCRETE ANCHORS W/CAP AS MANOFACR7RE0 BY FLORIDA FASTENERS DIRECT;INC. 14 12 t0 8 65 t - - t< 72 9 75 B 45 SS - tF 05 T1"14.51351- - - 114-0 TAPPER+ANCHORS AS 001WACTURM BY POWERS FASTENERS.ING.AND D1 MBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 to 85 7 t - - 14 12 t0 9 75 SS < - 14 12 9 717.514-51- COMPANY OR ANY OTHER APPROVED LICENSED OR A W-CRIZED VENDOR REGISTERED WITH THE AMMRICRY SHUTTER SYSTEMS AAOCtADCW,INC. 14 11 7 55 43 - - 14 12 10 9 7.5 55 4 - 14 12 8 7 6 45 3 B.�}. f4 12 t0 9 8 85 - - 14 12 10 9 8 6 4 - 14 12 10 6 65 S 35 - NOTES; 14 12 85 7 53 3 - - ti 12 8 65 55 4 3 - ZS 9.5 6 5 4 3 - - ELI)UWUUU EMBEDMENT 0110 COACRETE BUICK OF TAPCOH.BLUE TAP W1 CAP MOLORS AIM TAPPER+ANCHORS IS 1 1/4-AND WCO N 14 T2 75 73 6 - 14112 95 8 6.3 5 - 14 12 a 5 6.5 4 WITH ADVANCED 7EOiEADFORM TECHNOLOGY ANCHCRS IS 1'. T3 yS 65 9 3.5 - - - 14 12 10 6 65 5 - - 14 12 8 65 5 4 - g.�. t4 12 10 9 a - - - 14 12 t0 9 7S ss - - 14 72 &S 7 5s 4 - - 8.2)MIWANU EMBE6ME74T OF tJ4"0 x 3J4'ALL POINTS SOUD-SE7 ANCHORS SHALL BE ENTLt&2Y EMBEDDED 104 THE CONCRETE BLOCK.NO 1411.574 6 4 - 14 It 7 6S 5 33 - - It a 55 45 35 - EMBECUMT INTO STUCCO SHAWL BE PERMTTMM I/4-0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SIT= 14 12 B 6.5 4S - - tt 12 8S ] 5.5 4 - t4 UDS 7 S5 0 45 - DaS4 AND I`11MUM FOR WALLS WITH NO STUCCO. 1S O5 55 4 - - - - t4 12 9 7 0 45 - 14 it 7 55 45 35 14 t2 10 9 75 - - - t4 12 t0 $ 6.S 3 - - t4 12 B 6 S 4 - - &3)tN CASE THAT PRECAST SIa4E.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON TEG LSaSRNG WAL1.OR tT.00R. 14 1 T S 35 - - - 13195 65 5 4 3 - - to S 5 4 3 - - - ANCHORS SHALL BE IAt.Ya DOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL Fr9SH S.ANCHORAGE SHALL BE AS P.YOTL'ATED 04 14 it 7s 5S - - - - 14 115 9 6 $ s - - 25 95 6 5 4 4 - - NOTES&1)&B.2)ASOVE.FOR R..STALLAWNS ON WM 51004G OR TIFS 47TH OR WITHOUT METAL STUDS CONSULT TNS ENGINEElt 10-55 5 - - 14 12 8 65 55 4 - 13 t0 63 5 4 3 _ _ FOR INSTALLATIO4 I4r0 EFS WITH METAL snms SEE SHEET 20- I I._O` 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 OS 7 55 45 33 - - (C) ANCHORS SHALL BE ONSTALLEO MILI UG ALL OF ITL RECOUMENOATIONS AND SPEC'ICATCHS OF THE ANCHOR'S MAI4UFACTURER. ' t25 95 5 - 12 8 8 45 4 3 8 7 a5 3.5 3 14 10 7 - - - - r4 105 7 5.5 45 - - - 115 63 53 45 75 - - - 9.5 7 4.5 - - 14 1t5 7.5 $ S - - 12 9 6 45 4 - (D) SEE SCHEDULE BELOW fb0.'EDGE DISTANCE(EDI VERSUS SPAONG RELATIONSHIP FOR ANLTIORS. 12,-0• i4 12 10 - - - - - 14 12 8 6,S 55 - - - 13[7-S 5515 4 - - - FD1.'c DICTANCE VFRS1;S SPACING SCHEDULE FOR CAN HORS= 113 IL!43 - - - ^ 11 8 55 4 3S - - - 8 4 3 - - - - t1AIMfUM ANCHOR SPAMGS ARE YAW FCR EDGE 05TAIS£S RIOrANED BELOW.FOR E O.LESS TIMM THE DX WED.REDUCE ANCHOR SPAMV 135 9s 8 - - - - - 13 9.5 e.3 S 4 _ _ - p,g 5 4 _ _ _ _ 8Y UtA.TIPL1114 SPACING SHOM art SaLWUE eC THE FOU=INC FACTORS. 9 6.5 - - 14 OS 7 SS 4S - - t1 S9 45 33 - _ _ REDUCED SPACING OUTARIW U SWC FACTOR SEVAL NOT BE LESS THAN NIWNWM SPALOIG INDICATED FOR EACH ANCliOR TYPE 14 t2 - - - - - 14 lt3 7.5 6 S - - 6 4s FACTOR 13'-0'NOS $ - - - - - - 10 75 5 4 3 - - - 7S a 3 - - - - A - TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 125 as - - - - - - 12 9 8 4514 - - - 9,5 s 4 - - - EDGE TAPCON INRFADFOAM TEM401.= MIN.SPACING la 9s 6s s - - - - .a5 s 4 - - - - o1CTANC£12 - - - - - to 105 7 55 - - - - t1 S5 45 - _ E,D� MSN.SPACING-3" MINI SPAONH:=3` MLN.OACR4G 3 I!2" MRL SPACttIG 3` 3 3/4• 4• 14'-0' 9 7 45 3.5 - - - - 73s J - - - 1 B DE W POURED oor4CRENe& Imp g,p(iC POURED CONCRETE& PaUB�MRET£&roWW ooma TE CatJiE BOgt IV WINDOW CONCRE[E FLOCK 101 t II-31/Y MGL Fa•21/Y CONCRETE BLOCK GrorxF�T£tiLOOK Ea.3, ,�ER•21/r 11.58 - - - - It 8 55 45 - - - - 9 $5 45 - - - - ICY.Ea-Y MH FA.-3 1 WE EO•Y IQL 7s -I- - - - -112 9 6 - - - - 95 7 45 - - - 3- NA 0.50 T.O 0.78 1.0 0.84 IA i S•-q- 14 - - - - - - - 33 70 63 - - - - - 05 8 s - - - - - BLADE WORKING 2 1/2- 0.81 IA - 0.67 1.0 9 - - - - ^ a5 65 4 - - - - 8S s 3 - - - - IN U If�SON ♦ a- all mat - 10 - - - - '� Nos 8 5 - - - a.5 a t - - - 1 - T15 85 55 - - - 9 6514.51-1- - - - 1 3/4' - 0.91 - - - 0.43 ID 7-515 - _ _ - - - - - g 8 45 3 - - 1 1!2' 0.3's 0'35 95 - - 95 s - - 6 a 4 _ _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t tl 02017 EASTERN MErAL'SUPPLY,INC.02017 nuECO.INC.HNC. BERT A HVTM A■S`S■A■ Accordion Shutter System fTLE CO �N�.0. H.v.MAX#T w/CR w/o H.v.TNN]VJd BlfiOE ys = American Shutter Systems DL.CRUPO011 DATE DPA6Y 8Y I.C. INS.Q 4�� T TILWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/271+ DATE: 07/27/17 ppFi4�EDF * ' 6Ss"`w 3a st s° 3x"kax`°Mss na° 337 42b$ Westraads Drive x ar,�---= Prom:(305)071-1530.Fox:(sas)s71-15J1 DRAWING No _{AAs•'• QiD....'�<4 11I �nas7D19Icam west Palm Beach, FL 33407 3 17-107 '.,,.�S1Jp••••»• -000 ♦��`��tt17 WALTER A DLUT LJt.P.E. 4 N EElm t FLORIDA Ge.a 44167 5 SHEET P.E. 5CAE,I �tAit�t{ f!?ATE 6 13 OF 20 C N c: k Lzi a Z 7 t, :c y 10. 9— .1 ca 0 In 0! z a LLJ + n 0.0 Cc E 3Valva00 H ............ .. .. ..all I-Hild-1, 0 00.0 61.1..... ......0 Ale o A 0 Y:m.......1, -1. . .. . . . 0.1.0...0.1—m....I.............. O-m..00-4 loll 111.1 1"1 It It I 111tt I I It fit ilm 11112111 i ! ! ... .. .....%.. IN 2—.n a NI:0-4v I N —11 1 1 IF, I I I . I I C�, OL N- N ..No N N.4– I.mi I- " Q 'N"N... N.— N.N.NNI.N N-1- -nN S n"h m N • I in I I I I I I I'l i ! I I I it I I I I t t ! Ili I I I I I I IIIIIII t Li 2!�In I I I III I I I I I , I III I I I I It 1 111111 1 1 1 1 2A#*�M�A-1 142.1 lk I I 1 1.1.,n I I I I I I I I I I it 11 11 1 nm I I I »I I !.YO...Ing �TUTvv...v Vv VIV VIVIV v T!vv v v v v v v v v v v v v v 2 2 12 mtliNmn .............. - - 1.10.1 i { 1 1 1 t ! 1 1 1 1 1 1 1 1 o- En N.NNN ==== r�woN+n =mv— MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.9j.) AND CORRESPONDING MAXIMUM ANCHOR SPACING 00 SCHEDULE FOR A MEN MAX. SHIt'r M SPAN NEGATIVE ASD DESIGN PRESSURE pTING AND A CORRESPONDING MOUNENG TYPE. (SM UOUfflU;GS ON SHEETS 16&17). SOUTHERN PIN,.Nn. SPRUCE PINE SPRU PINE SOUTNEiN FINE No. 2 Yl/ MIX.G=0,55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 Wf WN.ttG-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0,50 W/MIN. G=0.43 W/ MLV. G=0.36 PLYWOOq W�D4.cn0S0 2tv/ W/MIN. G-0.43. W MIN, C=0.36 SI ) WALL MCUNT)NGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0& R FLOOR MOUNTINGS U N. 0& R FLOOR MOUNTINGS M, N. 0 &R FLOOR MOUNTINGS WALL MOUNTINGS 90.WALL MOUttTLNOS 8.0 WALL MOUNTINGS 90.WALL MOUNTINGS M. X W&X W& X P& Q S&Y S&Y 5&Y asaRD l mac(S( a3714D.EtOatl54:G DYNYD7SP:33fE9TG{ OSQSFAlERSSIEKa4{ LT&24dt@87853tEEX Ty2j E9Y0axaIIL71DG(.-i} OE9t0MfMZVw(.j "MZEI ODG*MOM= ORG{i)1190386F$LTAlTdYS090A� 3D 40 1110.1 75 fi0 05 30 40 6D 75 40 OS 30 40 60 75 SO lT;"i 40 bit 73 40 OS 30 40 60 75 90 a5 30.40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 T5 90 OS 30 40 60 75 90 05 -O'OR 12 10 9 8 8 6 6 6 6 6 6 12 10 10 9 (8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 d2 12 12 12 d2 12 12 12112 72 12 12112 12 12 12 112112 4'-0' 12 10 9 8 8 6 6 5 6 6 6 12 10 10 9 $ 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 f4 9 $ $ 6 6 fi 6 6 55 f2 10 10 9 8 8 6 6 6 6 6 S t2 10 1D 9 8 7 6 6 6 6 8 5 8 5 4 4 4 3 12 12 i2 72 12 i2 12 12 12 72 12 12112 12 12 12 72 0.: 12 10 9 8 65 6 6 8 6 5 5 la 10 10 9 8 5 6 6 6 5 4S 12 10 10 9 6 .5 6 6 6 6 5 45 6 5 4 4 5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 W 8.5 7-V 12 10 9 6.5 4 6 6 6 S 5 4 12 !0 10 9 S 3 6 6 6 5 4 3.5 12 10 10 7 5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 t2 t2 12 12 12 0. 12 d2 12 OS 8S 75 W-0" 12 10 10 75 45 3 6 6 6 5 4 35 12 10 10 6 - 6 6 5 5 3 12 10 10 4 - 6 6 S S S 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 1211.519 7,516.5 W-0" 12 TO d0 5 35 - 6 6 55 5 S 3 12 10 9 4 - - 6 6 SIS 4 3 3 12 !0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 12 12 t2 1 9S 8.5 12 12 10 8 .5 55 12 10 17.54 - - 6 6 514 3 - 12 10 6 3 - - 6 6 4 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 t2 I 95 12 12 12 85 S 12 12 9 7 6 5 72 10 - - 6 6 4.5- - - t2 70 45- - - 6 535- - -� 12 d0 - - 6 S 4 - - 8 5 - - - i2 12 t2 t2 d0 8S i2 t2 f2 95 8 f2728 5 55 t.5 Ia 10 - 6 5 4 - - 12 10 3.5- - - 6 5 35- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - - 12 12 t2 7°9S 8 72 12 11 85 7 6 t2 157.5 6 5 4 12 IO - 6 6 12 10 - - 6 45 - - 126S14'-0' 12 10 - 6 5S - - 12 7 - SS 4.5 - - 12d5'-0" 12 - - 6 - - - - 12 - - - - 5 - -2 - - 6 - _ _ _ - 12 - - - 5 - - - - 11. _ - _ _ (10 HV BLADE OR HV BLADE W/ 42 HV WINDOW BLADE WORKING IN UNISON' .'$ L.My'(Aa4 EPUSE 9 FCR GUIEDE t$1 CET E Sw +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ENCWtS TO WALL.FLOOR OR SOUD WOW SOFrtr SNAIL BE AS FOLLOWS; 3.SUBSTRATE S1MLL CONSIST OF THE FOULOWNtO: -SOUitiEFN PLS£Na 2 791 C-0-W(NDS) -11VO TAFCON ANCHORS.AS WNUFACtURED BY LT.W.9MLVEtt W1!-UNUM WEDUEIIT AS INDICATED AT -DOUGLAS FIR W/C-CM(ND-S.) EACH SEC11714 ON SNEEIS 16 k 17. -SPRUCE PILE SR NORTH W/0-0.43{NDS) EXCEP00N:SEE NOTE 2 BELOW. -SPRUCE PINE OR SO"W/C-0.36(,LOS.) -MIN.//2"COX PLYA=D(1986 APA) 2.ANCHORS TO HOLLOW CORING SHALL BE AS PER UDL%NSI TYPE U,SHB'r 17 MTI SHALL COaL=OF LAO SCREWS AS PER NOS 2DI5 SPeWWATIOM 4.ANCHORS ANLL BE MTAILEO FOLLOW C ALL OF THE RECOVUEF9AIIONS AND SPEWICATIO S OF THE ANCHOR'S UAINFACTUMA. d�FuaA���rr� FLONDA BUIi.D[ CODE(NOR Nigh Velocity Hurricane Zone 11``P�r AI 02017 MMCD.TNG 02017 EASTERN UETAL SUPPLY,INC. % �Y XjcElVq';4_ BERTHA HVTM € TLM7�67, �. ,� S pAccordion Shutter System kv.MADE#1 w/OR wjo Itv YdNDOW aanE TII.UT TESTING & ENGINEERING COMPANY American Shutter Systems EY. DESCR,PDON DATT DRAAN W. LG Association. Inc. I OLD 15-085 RIM DATE: 07/27/17 � 8355 Nw,SEtA SL 5*.e.Stip,t:^0YA GARDDS rltlaly,a1, 4.268 Westroads Drive 2 Phone:(30S)8.0;OO,Fe::(305)971-1531 DRAWING No `Sis''., ...xfikAjT11 e-ma aT 7t�eam West Palm Reach, FL 33407 s _ 17-107 70NgL iN6 1114 WALTER A MIT 1.P.E. 4 TI FLO[II0),lie.f 44167 5 SHEET' P.E. SEf+Cf3tt3Ai(lREjOATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I�1A HV* BLADES AS APPLICABLE SHUTTER SPA L+ OR L— FOR 1 STALLA IONS INTO WOOD WITH HV BLADE i ONLY SHALL WALL RIVSH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEEJ 19 FOR MAXSPAN & 1/4.11 TAPCCN AR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE � A WORKING IN UNISON /r,4T rRF'CaN WITH ADVANCED THREADFCRM TECHNOLOGY ttt 1/4c TAACON OR W 1 1/2'LCn.PENETPArXIN ^t TAPCON WITH ADVAN ED THREAOFORM TECHNOLOGY OP THREADED RRFR TO W/1 1/2.10n.PENETRATION OF ThREASM AREA TO EXtSA'JG IOL SEPARKI ki SCItEDUIE OH 5/EE1'A5 WOOD HEADER(SEE SCHEDULE aJ SfEET 15) TO CLASS(�TiOR ( ) I ! 1/4e-20X3/4-ss.MALHI1JE SaiEULE ON SHEET% f i FOR MADE(DANS— T it � 1 iv f� '�g 0 92" w/T/4--ao NUTS TON 9@ET 19 MRR.._ "i.`del,. ©1a a.c.I � / \ / % ET(NSTUiC �` tti C1A55--4 WALL '\ f irkOR) y f FINISH t t / rA !} I j aNAL 1 1 � E 1 4r WALL 1 I (J Ek15DNG LOH1. FINISH ! 'X4'im00 9 OR y,• COSTING wN. 2 ! HEADER REQUIRED l7' T z-X4 wowTHREAD ! I $ HEADER REOLXREp OR TAPCOIJ w1M ADYA'4CED EltCiiPNG ! UCL SEPARAMN !( !( T T t�,t 1? I(: S THREADFORM TECHNOLOGY YJ/1 1/P CLASS—. To CLASS(SEE1, 4 lF-PENEfRAMN OF THREADED FREA To _SDQOSRE ON 9.0:3 i EXIsohG � IML SEPARATION TO CASs ( 1 �} p ` I int } � � EXISTING WOOD HEADER. It FOR IDe73) (�SCHEDULE ON SHEET 11) I 1 I 1 ti.,; <sEa scHEDuIE ON s+ r+� at Sl=RA d&p LASS-1 1 ?1, >j 1 PU4E ED.9" &HV WALL HEADER INSTALLATION 1 00 M WALL SILL ANSTALLATION @HV WALL HEADER INSTALLATION ! I MIN.SEPARATION TO CLASS I N MCI.SCHEDULE 311 mr i } Ny-CL (SEE SCHEDULE ON SHEET 1/) t �( S LE ai 91EE4'11) !dA SEPARATION TO CLASS + I T CLA9-r ' CLASS--�•3 . PLATE; CSEE SCHEDULE aN SHEET 11) : F s T �` 1/4 il-20t &Ss R'zQb.-r ! 1/4.0-20X3/3'S.S. ! USING N 1 4--2:UMMM 1 , VACKHE SCRE4S Wf l I 7 O 12'O.C. WALLt j I i/4`-70 NUTS O 12' I rFINISH O.C. I( ! 1"! ( �`^•,``QR i 18 tl`_ 1 / t%°R® 1 ex 15 W04DfiI I i ? \ �I 14- /4-0 1'Lein. {�'..,,,. ?M F L( THRE TAPCON OR THREAD 7/.ADVANCED 1�1 LJ� 1 tj Ar-P NEFRA IECHtiOLOCY W 1 1 2- i z x4•LATAOF i 1 1 4'o TAPOCN OR TAPCON VtTTla ADVANCED 1 .9LL PLATE i 0011=10 WOOD SER. EAOED AREA TO V / c TAPCON OR 11j���ITHREADFORM TECHNGLacr r1f 1/2' REQ o. (SEE scHmuLE oN 9rEET is) ; LII-PENETRATION OF THFiEACED AREA LY10 PLYAWO L \ AD wnH FDVANCED rMI-$'EE TER A 4 FOR TYPtCAC ` t i wKL FINr9t i h 1f2 MIN.C07C� THREAOFORM+Ii TECHNQLDGYTTER A^aSES+.3LY.1 (SEE SCH£DIR.E IN SHEET t5} EN9STING tdRL 2•a<' pLY.YC4D REOb. YJ/1/2 LGn PQNETRl1Ia1 AFRiTGJG SECRCtS CAN BE ISTUDS© 16'O.C.UA)L THREADED AREA LUTA PLYr'OOU153•cD 44 ANY tu1Y ToMai.COX PLmvaO REWOL REWD.PLYWI)OD To BE WAl- Er 15) •ANY>NSTAL:ADnN. l"1 HV WALE SIL INSTALLATION vrJ.Yc4•STUDS 0 16.O.C.M.REOV. ATTACHED TO STUDS LU PLYWOOD TO ELE ATTACHED TO STUDS IN ACCO:D,LI= ACCORDANCE WITH WITH SECTION 2-306 OF THE F2Z- SECTION 2306 OF THE @ HVWALL SILL INSTALLATION •SEE *s 0l U OF aHV WAEL SILL INSTA(lATION Fro Irani. 6tADE J r 1a FLORIDA BUILDfNG CODE Non High Velacity HurcNcane Zane J > '� •• 02017 EASTERN METAL SUPPLY.INC. {11�J Tf 02017 TILTECO.INC. ......ici..... =: BERTHA HVTM /7,L E C d �N A.S.�.A. Accol aiOn Shutter System Kv MADE#1 W/OR W/o KV.55(NDCN!BLADE •p; +�r(Yy/� - TILLIT TESTING & ENGINEERING COMPANY AtTtBt'tCan Shutter SySfBtnS _N ocsaUPncN w,rt Orua1N un t,c. c Association. Inc. I OLD 15�-085 7/27/11 OAaC 07/27/17 6355 ICw'?.EIA SL.se_303,lAAG L•A GRA00t5.FtLH16A 33+ ,-1.,,. ♦ Pf" :(305)871-%5M.F..:(305)671-1531 4268 IYestroads Drive z C {{ a-tea:Uft.00-I. n West Pallas Beach, FL 33407 3 DRAWING No Fs -•ORIDN '�{ E6-fl048719 17-107 r � 1 v`�,1{ Y.'AUFR A TRNT 44 P.E. 4 P.E. � �3RL' DATE FLORIDA Uc !aa167 s SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 2 HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADE n ONLY WALL FINISSHALL BE LIMITED TO 105.0 psf. A-S.D. DESIGN PRESSURE RATING, SEE SHE 19 EQR MAX H SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& 44) WORKING IN UNISON 1�. IA71 11.171-1 EXIS1114 Ea.... Milt— T Pl. .--- � -EDGE(IF APPLICAME) THREADFORM TECHNOLOGY REQUIRED. .Tj OR ADVANCED W/1 1/2-Lr�PENETRATION STRUCTURAL ADEQUACY- SS4 OF EXISTING VNIOD am A OF THREADED AREA TO I. P11=9 HEAD TO BE CERTIFIED BY EXISTING YMO r.: , IMACIME SCREWS REGISTERED ENCINEER OR TRUSSES OR Z(SEE RAFTER 0 24' MULE ON SKEET VJ/1/4*-20 NUTS ARCHITECT PRIOR TO 0 Ed— I Z'O.C. SHUTTER INSTALLATION. /J 1/2----5 I/e O.C.REOUTIRED %Dq OR EXISIM SOFFIT 3/4�'Mm.THK. TZLITP=ADVANCED .257' TECHNOLOGY 14.1/6-CONT.ALUM.TUBE OF THREADED AREA TO (6063-16 ALLOY)W/ THREADFORM Vl/1 1/2'W51.PENETRATION I IX14" A p - , S. NAL D=io WOOD HEEMIM 0 S'D.C. a 1215 or @ M/1610 LAD SCRID"'S TO (SEE SCHEDULE ON SKM 15) or 11 RAFTER OR TRUSS. or LOCATE LAG SCROS AT @ @ WOMOTH OF CIGSTING WOOD or EXISTING&01 2.4* OPEN HOLE AT. 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MW MADE TILUT TESTING & ENGINEERINGCOMPANY American Shutter Systems Lv.W ocsCromm DATE CRAwN GV' LQ Association, Inc. I OLD 15-085 D7127/17 CAMM 07/27/17 4M N.R.36W� M.St•Sts 305%W=ZA 0"qDM FLOFSAW161 ...... 4268 Vlestroods Drive 2 DRAWING No Ut..C.a West Polm Beach. FIL 33407 3 all-cowts 17-107 L WALTER A TW At.P.E. 4 FWFMA Ue�#44167 5 H ET P.E. RE/ 6 17 ,OF 20 END INSTALLATIONS HV BLADE OR WiNDOW BLADE INTO 2"x4" MiN. WOOD STUDS SNIS IY99- rW Y MW 244'11P1. \. •� .� \\/� Fs—mm I'm mmtM+Ctaar OAC of r / - ' � . r - f -000 S[tL�r. \ J r/t tJ}`tnx rj615*_4xAMQ ice+ V I I/r to WA u v. \1 % . 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ONLY ,=UATE 21 W/ 204 KV LOCK ARE ALLOWED I THRU 3 ARRANGED A WITH( SYVMErRICAL LAYOUT. 01, 40 W APPUCASLE USE 0 (2) .305 (6* LONG, MINIMUM) MUST ALWAYS BE 4 4" INCLUDED ATOROR INTERIOR ACCESS SIDE OF 1 314*.a 1/4'.OD35'TMZ ffi-I Mas" .--A� - CALY Smu TRACK a CENTERMAV_ ASnt A-M CPAM 40 fc- ZED FAST010)W SnF W1(2)16.1/2'TEX SCOSS 04 L &Exr.,Fwq ME i oar a.G. a or o.cm 1/4'0-20 THREADS BLADE SLACK DETAIL.HVF IS ALSO VALID FORI 14:"0 ELM CONSTRUCTION I 1/2` 1`2 CENTERMATE@APPLICATION IM BLADE(D PRODUCTS FEAR-LOK HO I Ile. ASTWU 40 0 6"D.C. COMPONENTS J&'.G__60 MV.S WALL HEADERISILL INSTALLATION WTAL SCUDS AT.1 rEXISTVG MISH AS APPUCAM SCALE 3/8"_ I" (Iyp.MP MMCM) —----------v -Z 1 3/4%6 1/47.Gaw THM WL SwO.I..C1.1EL .,M 40" EMM.r CLASS C-60 1-7 v.77. B To, 0 w/(2)J6.1/2'TEK SCFMVr.0-1 nJDs SYMMEW&L 430 k IS VAIMES WN.SEPAWCH hITMOR EXTMOR FACE C 2. v, CENTERMATES Wj CENTERMATES W1 TO GLASS S (SEE SCHWULP M ",-EXTERIOR ACCER. -zq q III: SIDE _�ANTERIOR =J! 1 tt A�W Ism) 4 21 2) 2 12 21 0 ATn HV HEADER/S(IrUI(KS -------- ----- - VIEW Y (6-f&Q n24 SIDE CONNECTION M TRACK (Cont.) H 4 1/4-cry;,)— —6 1/2•UM SLACK Y6 111 kiyo. A BVfl BLADE SLACK DETAIL HVF H FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone.� 02017 EASTEMN UUAL SUPPLY,INC, 02017 TXTEW.04. .............. BERTHA H IM EN Accordion Shutter System 7 A.S.S.A. KV. BLADE#1 W/OR W/O H.Y. Maw a-AM EL EC07,.-,.�\ Shutter Systems MV.w DESCRIPMN DAM DRAWN By'. LC. TILLIT TESTING & ENGINEERING COMPANY nL Ameriggn Assactoffort, Inc. 1 ow 15--on 37/27112 DAM 07/27/17 QM K�3&JL St�Ilt-_105t VJW�CARMMS,RORMA 33IfA Ft—-(ZO51877-15M-I-:(305)87t-1531 426a Westroods Drive 2 DRAWING No Cta ftaaam West Palm Beach, FL 33407 3 ES-aX6719 07 17-1 ....... WALTER A.WW J�P.F_ 4 FWMA U�_1"167 S SHEET P.E. S E'DATE a 20 OF 20