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HomeMy WebLinkAboutProduct Approval §4�` t �.W_`-N+r(�)y1 4 ^..!ytrY.r'"f�,r5yfg'..�tJ� y�'�'f, ,�+ y t- �-pq.,': g •.� �• ,��I��'.� .Y ��� tJ'A�.. - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search b a !�°'°' Product Approval 2V�t9 (O1 �'=(Lrl USER:Public User Q� 0VI Product��Aooroval Menu>Product or Aoolication Search>Anolication List>Application�e t- S a ® �® CODE COMPLIANCE FL# FL389-R Application Type Revision S'T. LUCIE COUNTY Code Version 2017 R as Application Status Approved ®®CC A�� Comments Gd Archived C7 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Ffle COPY Authorized Signature Bill Feeley j� lrodriguez@eastemmetal.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 I✓ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tlllit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management-Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D f Date Submitted 09/18/2017 trate Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2.017 Summary of products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Slade 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 FL389L (Ig tfAMFRICAN SHUTTER SYSTFMS DRAWIN 17_ Approved for use outside HVHI:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of Soutar 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 FL3B9 R9 AERCAHLITEMDRAWING17- � R KV3 blade w/o window blade,5'-Z'for 110 psf ASD load for 108 PRODUCT E ALLIATTON REPORT gg HV3 bladew/o window blade and W-i1"for 62 psf,9'-11"for Created by independent Third Party:Yes 55 psf+W3,blade w/window blade working In unison,Max.span for HV3blade w/o window blade for Installations Into Metal Stud walls Is 79"for max:-ASD pressure rating of+72,-72 and W.for+64,-64 psf.See sheet 5 for other spans and ASD j pressures. 389.2 Bertha hV Accordion Shuttep5lade Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)-.Drwg 17-107 and bottom)for storm protection um tsrof Use utatatlation IrtsU'uctions Approved for use in.HVHZ:No Ei 8q Ro it AfKFitiCAN 5HUTTER SYSTEM ASSOC Approved°for Iligi outside HVH7—Yes INC. DRAVnNGtirIflt BERTHA RV ACCORDION SHIMER Impact Residtantl yes SYST£M.PDF Design Pressors:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"V.Max,Span is 16"-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD krad depending on centecmates and locking Evaluation,Reports rod conffguration1br the tivi blade,8'-0"for+64,-72 p.S.f. EL369 -_ .AE AMERICAN SHi3YTER SYHM A51" A.S.D.load fru KV blade for Keystone mountingS 7'-0'p s-f- INC DIMNG 17-107 PRODUCT OF EVALUATION for metals stitti mountfngs.and 8r-0"for 1.10 p.s.f.for HVIA HEMS woMng in unison.See sheets.7,11 and 20 respectively of Created by independent Third Party:Yes installation drawings for other spans and pressures, 385:3 Bertha 0V Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top r 91`1130-(Non-KVHZ)-I3rwg 17-106 and bottom)for storm protection Limits;of use Installation Instructions Approved f9r use In t VHZ:NO E13ICAN Stl� ,CR.YSIJEMS ASSO INC. Appritir {9r'tI5@9lit&Ids 6IVH8:Yes � �G orb i ERTHA HV Ar'CORDION SH(fTTER ImiNkIt Resfitant:Yes SWIPE Design Pres um*NIX Veritled By:American Test Lab-af South Florida Inc. Other:Large missile.Max.16'-0"..span at 30 pis:f ASD load Created by Independent Third Party:Yes for Blade i,and'18'-Q"for Slade 2.See schedules'.on.sheet 12, EV814adon Report 25 and 28 respectively FIM.R9 AE.Afol jg CON�IfUTT F5T� SM_ ASc_nr,s INC. pRrD_ EyALUATION REPORT PDF Created by Independent Third Party:Yes -7 Hezf ra,olttR'iormaa. ...rata gl,M.a54as-zsaX . • 'rasa state mFbr4bisanANEW cmprayer.S,eZntsja2132 ,cc r,, -n A=2W_*.zAtX=;1acre:.wcxeerscaa Under Fidrida_r"emad addresses arc'-ri++td�crpC2eds�.Er"o dq got wont yaw e•ma7 adamS rc rnsd in resnanse to a Puh4c4twols request;do not stnd'dacV1=m man w"onti.tastcad,CArttrx¢E.ttaa srritc by plane or try traaittERPaS mast:If Metz t&Ve.any Qt101V rs,picas¢wastatt aSA.4Fd7.1]95,•rat5vant to serbu+455,2?5(1), Florida Statutes tdktMeCMbcr 1,x012,i un5ces tutcrtsMt ururerthap rr-ASS.FS.areae.orgvde M rkp4 mrntwith an emwi address irthay have one..The em4as Fmided:t�a{rbe itaad'rart iYh3aSmmmar a+t With C ze_hiX sea;iiaaa er emsU s rcssez ace R rrr s V=M Tf WU do aoc wisrz to ssPOtY a z$rsevi a:aress.A;casc pm0le.the Oepwiment wo an email.+iddti:s.9.Which can W na ft avtUptie to tree public M dai'mzina e qou aro a btersee under Chapter 455,F.S.pieasa cii-k r 8i'iidySLAiaptpvat,Acscpbc: GENERAL NOTES 1.BERTHA"H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PZD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 207(6th EDITION)Of THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LEADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLEOFCONTENTS BE INSTALLED WITH A DIRECTIONAL13Y FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(&S-D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1111 THRU 15. 19&20. INORDER TO VERIFY THE ABOVE CONDITION,ULTRJATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 10 A.S.D.DESIGN WIND LOAM AREA 1: W- BLADES By MULTIPLYING"I BY D-6 IN ORDERTO COMPARE THESE W/MAX.(ASD)'DESCH PRESSURE RATINGS INDICATED,ON SHEETS 11 THRU 115, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS,HOWEVER,A MIND DURATION FACTOR CO-LOO WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA if.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD 14AS BEEN VERIFIED IN ACCORDANCE I"[SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS, TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 002114.01-03,J0715.01-03,41004.01-05,#12114,01-05,#03117.02-06.00609.01-10 AND#0210.01-I1 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1986 AREA 2: HV BLADE(1i AND W WINDOW BLADE AND C-1996 STXNDAR13S(MISSILE LEVEL D,VANS ZONES 1.2&3)&01220-01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -W WINDOW BLADE&JOSOSIOT-08 AS PER ASMI E-1886 AND E-1995(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725-01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOOKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2,W ELADE(a AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE(BLOCK SHEET 7 3.BERTHA H-V.ACCORDION PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR OIREC17 MOUNT CONNECTION To TRACKS SHALL BE#14XZ.75-AND#14x1.75`RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATCENTERUATEE DETAILS BY SHEET 8 ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks;TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED 0-4 SHEETS 2 AND 3.M[NIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 304 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005--T5 ALLOY ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE SrAfNLESS STEEL 304 OR 316 A[Si SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN,YIELD STRENGTH AND 90 W MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SMU-COMPLY W/FLORIDA BUILDING CODE SECTION I14111-3-3A- ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE:ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.-HV BLADE(D; 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 KV BLADE 0&9 WORKING IN UNISCM� tZ 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET'18 8.THIS BERTHA,HV ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT f6779,582_COMPONENTS OF THIS APPROVAL ARE COVERED,114 WHOLE OR IN PART BY U.S.PATENT J5'455,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3., W WI DOE BLADE Al ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHEO To INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 JID,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE YKM WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,05 OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS AREA 4: HV WINDOW BLADE In ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.2.2 OF THE FLORIDA BUILDING 000a 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY I'M SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO_ 13.(a)THIS P.IED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.F-D- (f,)CONTRACTCR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.F-D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFEW AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.. OBTAIN PERMITS IN THE STATE OF FLORIDA (.)THIS P.E:D.WILL BE CONSIDERED IWALJO 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(LO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.FO.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, ORIGINAL F.F-D-SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIONAIURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ... ®2017 EASTERN METAL SUPPLY, INC. ... .. 152017 TILTECO,INC. BERTHA HVTM Accordion Shutter System T NE C-Oumc- A.S.S.A. H.V.aADE#1 W OR W/o KV.WINDDW MADE American Shutter Systems IEV.0. DES011IFTION DATE DPAWN BY. L.C. TESTING & ENGINEERING COMPANY W6 TILUT T 305,VIRM11A GARDENS,FLCfWA Mt6f Association, Inc. I OLD 15-085 07/27/1? IIATE� 07/27/17 • 6355 LUV.36%1`�ELI st IT 1�4 Ph— (305)871-1530.F..:(305)571-1531 4268 Westroods Drive E2 DRAWING No '70RIT-, 0-1:tilt... West Palm Beach, FL 33407 3 's 17-107 I% ES-00067 9 4 A A.TILLIT I'.P.E. FLORIDA 1..0 44167 5 SHEET P.E. -'9E!AC�§i(§NMRE/DATE ii .E. 6 1 OF 20 YPRIES -311-/ 5 1 STARTER S LID ml A (-3)-HV UNIVERSAL FLOATER0 QUALIFIED FOR USE W/ CO EG U!", US PATENT 545 79 Q — QUALIFIED FOR USE W1 W BLADE T) 4 V DIRECT MOUNT KV BLADE (COA) HY WIN 8 6005-T5 ALLOY AND TEMPER QU E FOR USE VW11 6063-T6 ALLOY AND TEMPER LADE(1) -SEE LIMITATIONS OF USE OF BLADE 0 ON SHEET 19 3-6 A Y AND TEM R .373,t. 6063-TG ALLOY AND TEMPER 3.226' is .124- oz 70^ Z670" 3.555, T ) fl 6 1.03w 1 PX-701" 26•' 72 84 als, 27 2.09 4.4 2= Z75- 1 0., HV ADJ, ADAPTELN/UI th=4 0.072-3.226- QUALIFIED FOR USE%V/ KV HV WALK- V c -920 ELADE(J) QUALIFIED FOR USE W1 V RENCH TRACK 1--1 1-255- 3750"M. FLOOR TRACK 6063-TS ALLOY AND TEMPER BLADE ) UA FOR USE W1 HV QUALIFIED FOR USE W/ HV 63-T6 ALLOY AD MPER BLADE(D ONLY. (�� HV RAINGUARD BLADE VAPJES T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/HV 'P bl) 1. 6063-T6 ALLOY A 11 TEMPER 1.93 BLADE Q) 1.91s* SiA.. 1.936, 6063-T6 ALLOY AWD TEMPER Max 9 t.917' t1l I I • SI 4-ow 4- 106 'GE A93 .1 Ow .060, D93' .0gr 1w 1.[ 060, �64701 'a 670 3or .04 n1l H V CEILING HEADERHV HEADER/SILL 1-3) HD OILING ING HEADER4SILL QUALIFIED FOR USE W� KV BLADE01ONILY — WALL QOX'UFIED FOP.USE VI/KV 13 ONLY, 6 QUALIFIED FOR USE VI/ W BLADET SEE SECTIONS FOR V%UDW, SEE SECTIONS FOR VALIDITY. QU ED FOR USE W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER _)_3-T6 DE(OT)OPI TEMPER 17-71-17-1 COMPONENT A 13 TI T2I I I I.—J I i AOL I U 1 10.1 K x MX Y I ' I 1 1 2- 27 25- 107 2' 5-MAY_ 1/8- 1/8- 3- 1 r "O.C90. Il I - t ri� SIDE AN S*MAX, 0.192' 0.192" 120 CORNER POSTS QUALIFIED FOR USE W1 KV ALUMINUM ANGLES19 1 2.5' 7'MAX. Ol So.I SSS O'l 90. QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED0 BLADE(D BLADE &USE W/ W 6063-T6 ALLOY AND TEMPER ONLY. 2* S'MAX. O.T39,10.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, @)2017 EASTERN METAL SUPPLY,INC. 02017 TfMCO,1.14C. BERTHA HVTM Accordion Shutter System F=IL EC 0 INC. AASuSsAw FLV. MADE#1 W1 OR W/O H.V.MWN MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REVM No DESCMPTION VAU DRAWN 9f. L.C. Association, Inc. I OLD 15-085 a7/27/0 aAm- 07/27/17 I=V. �Z�wt 6355 0M,36�SL'M.- Rr.�wom FuujcxmA 331 T'AXTE OF 4268 Westroods Drive 2 305)871-1530.F-:(305)871-1531 DRAWING No V West Palm Beach, FL 33407 17-107 ll NN VIP.E.� ALT ER A.TILUT Jr.P.E. A e FLMM U.0 44167 5 SHEET '�DATE 2 OF 20 4. 5767 2.2 0-334" .745" DAVEL !f[IJO' L 'Up, o5 6 xi 25' .318" LEWES CYL,%sw ERAS$CnWXER to� d (Oiwvc-WED) &KEIS(oRwr AU RATED) CENTERMATE 5" HV LOCK HV, E HV FLOATING CENTEEMAJ -:GRESS.-LOCK QUALIFIED FOR HV BLADE LY (Dj ED FOR USE W1 RV GLADE(j)&(JA )E W/ -y-A TEMPER QUALIR E3LL17 6063-T6 ALLO ONLY 3.023' UA HV FD 6R USE W/HV EeR !'S QUAU)ED & t 6063-T6 ALLOY AND TEMPER �2 A ONLY. BLADE E &(e)ONLY. Vj ML-CORNER CENTERMATE QIJAI IFIED FOR USE VI/KV BLADEUI ONLY -250'O.D- 2'870 6063-T6 ALLOY AND TEMPER PLASnC 1EAD t.75-6' .922* MOLDED TO g22 -T 4.045" J2 SCREW 2.079- 1.75r 3" il.-AFTER RIVETING S .06>. .825* 1/4"A-20 X 3/4" "RE S.S. THUMBSCREW IM-0-20 RIVNUT*- $VIES 0444 AUJUMMM(2024-T3 ALLCO LARGE F7A14GE THM CHMW'InEXTORN.PARSIPPEW.f�-W J-�-Ly 0"54 OR EQUAL SHEET N SM.PART f 0820,AS LWIUrACTURED EY AVDEL a Laid PUN FRONT ELEVATION4..566V" HV "T" LOCK @ HV ALTERNATIVE LOCK (UR LO A HV HV FEMALE "T" LOCK CE TERMATE LOCKER FOR. -1" LOCK CEMERMAT QUALIFIED FOR USE LADE Q)ONLY '�VI/ B '/ HV -T6 ALLOY QUAUFIED FOR USE: QUALIFIE 0 S BLADE E&U E V QUALIFIED FOR USE V;/ HV BLADE�DONLY QUALIFIED FOR USE W/ KV BLADE(1)ONLY ONLY. r,063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEV W/HV BLADE(a)ONLY. 25 1917 1 i.9tY 3.161 • 4 NDER OR LYUNDER .2T4 "1 -6 K.CYLI .545, ir I i in IR 0.875r kr, 1 -126'Max. 0 LOCKING ROD #2 HD CENTERMATE wz LOCKING R 0 USE I�v B CA QUALIFIED FOR USE W/ HV BLADE(j)& QA 0 ALF] F #3 HD CENTE 'S INSERT 6 3-6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER RMXTE VARIES,12'LBLADE(1)&COA 606MIN. QUALIFIED, TEMPER F-1 35R USE W/OWT E THUMBIURN CYUID-:R (SEE mr" go L OR HEY 1.6"Min. M4YOER 1 COCKING ROD A �4) HD L --OCK OUALIRE OR USE IV/HV BLADE`D3 20 AISI 304 BY REGLNr mmomn MORTISE LOCKS SERIES 23,33 HOOK BOLT LOCK. /711 rngy- LLOY AND TEMPER HV ACETAL -� 1LV '9ELRRICS S.S. THUMBSCREWS QUALIFIED FOR USE II/ KV BLADEO&;CA) INSTALLATION Wt QUIRE A 7/16- HOLE THUMBSCREWS D ILLED AT TRACKS FOR R EMIjEOMENT QUALIFIED FOR AAA}" HV BLADE ALIRED FOR USE VI/ HV BLADE FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone,' I#.. -- -LY.INC. lilll 112017 TILTECO Q2017 EASTERN METAL,SUPPLY, .......... BERTHA HVT. Accordion Shutter System. 7 A,S.S.A. KV.aADE#1 W1 OR WIG KV,WINDOW MAX American Shutter Systems qEV.N. DESCRIPTION DATE MwX By. LC. TESTING ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 PATE: 07/27/17 am tm 3eft st. FLCF--A 3316f STA71F OF P.; S�30S.V=Xx CAMENS. 4268 Westroods Drive 2 A, (ZO5)871-1530.Fax:(305)1371-1531 DRAWING No DIN West Palm Beach, FL 33407 3 w` t1"40RI E8- 06719 17-107 00 4 $ ....... ALTER I TWT Jr.P.E. / FLORIDA L%.#44167 SHEET [P.E-tMNNAVRE-'�'DATE 3 OF 20 .—I SHUTTER ASSEMBLY SCHEDULE FOR HV M. HV 9 & 12 kc 4. CE X625' 41 TO BLADE T,P \ RG HV BLADE 1 EE JA we"R O F hv VAN V1 BLArE 10621. .0626" RV BLADE 1A BLADE'S A 875 y HV LONG RECESSED NYLON BUSHINGKNUCKLE .0625 39 ' '4 0 0 (TYP) W SHORT RECESSED NYLON BUSHING FIT 750 @ KV NYLON RAT WASHER OR 0 cc I FIAT 50' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES l 4Sy1 4 >3 x 87 o.870-x3/16"THICK NYLON WHEEL. 2 7K;MIN. Kv WNDOW Ea 0.188'0 AfSI 302 SERIES S.S- RIVETS 315"0 SEPARATIN .0525'ON 03-00 SMYEE - BLADE ----1 [.625 HV 1 3/4-ACCORDION PIN W/ #8 HEAD EXTERIOR ;t ON 5 3/4" q CENTERS .75W 2 1/4' a 41 �47p" CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW N APICAL W WINDOW BLADE AND HV 2 3/4-ACCORD1014 PIN W/ #3 HEAD POLYCARBONATE BY WINDOW DETAIL Ls (D OR (Ifb or @ L!7 VEE NOTE FORNI REQUIREMENTS) IR ©OR *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCAPSONATE RESINS, UV-STABIUZED GRADE OR SABIC 12'MIN.CLEARA 4CE ID TO BLADE BOTI)M INNOVATIVE PLASTIC LEXAN 103 RESIN AT EXTERIOR BLADE KNUCKLE EOR (SEE NOTE -F- ON SHEET 19). T OR RIO (1) KV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV(D OR TYPICAL SHUTTER SE EXTERIOR ppuc-at HV 0 BLADE. ASSEMBLY -1.-1; Trpr1L PROPERrIES STANU� N.TS. HY PIN @ CDR(TQ AT Rave= AT RJOR BLADES KNUCKLE. (2) HV PIN (9 MAY BE USED IN LIEU OF @ AND ONLY tae EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D ¢0.324' (SEE NOTE*FOR scecsx 6aAV r AM 0722 04.3 te1.* BLADE WHEN CORRESPONDING TO INSTALLATION 'IT". SHEET 7. 1 3 REQUIREMENTS)• 1 � � TVE Tw STIV.� Ag"L636 9,4CO p- 9=0 O.L MI ftc��STIE14TH AT YIUD ASN 0790 12400 psi t3.+00P.A (3) HV PIN @ OR @ W/ 1/2- O.D. 1/16" THICK S.S. WASHER -RI ROUR&MMLS ASTM D700 34OX0"x 24-5.000 p.a INSTALLATION PER DETAIL X, SHALL BE USED FOR DIRECT MOUNT )TCwD LZCD ASIM M56 'B rf-by'. 17 FT-4M SHEET CS&AIE�� �WV D2W 472 Z 645'.M 71EL CARRIAGE DETAIL WE Of OULN= Asw 0633 C-t CL^s C-?CLASS S. ASSEMBLY LAYOUT StUF 1wzM0H AM DIM 1w'r wia 7 rg1yD; AM 0155 SfFmTM W-anw'.G AM= 9=Pai M0 p,.;- MmE STRM 870RE wwwjmn ASM 638 9461 p.� EeW p.L M HV BLADE SOLID & L-A HV WINDOW BLADE DETAILS. N.T.S. 10011111'r,". FLORIDA BUILD] CODE(Ron High Velocity Hurricane Zone, 02017 TILTECO.INC. 02017 PASTERN METAL SUPPLY. INC. --- BERTHA HVTM Accordion Shutter System A.S.S.A. F7U�7c7o717, \ KV.RAM#1 W/OR W/O KV.WINDOW BI.ADE American Shutter Systems RIV.No 13ESCRmn9N DATE DRAWN By. L.C. N TILLIT TESTING & ENGINEERING COMPANY 6055"-w--16 Association, Inc. I OLD 15-085 07/27/13 WF- 07/27/17 P.:'�8:•.S�.205,VMCM C�DMM FW.%CA 330(305)571-1530.I-i(305)371-1531 4268 Westroccls Drive 2 DRAWING e-1.Ot-Gd.— West Palm Beach, FL 33407 —3 '67 EB- 06719 17 1 WALTER A.0TOU0 Jr.P.F 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U.#44167 5SHE 4 OF ZD E. S 1 6 1 71 NQTES ON HV LOCKS AND CENTERMATES 4 6> 1. MANDATORY CONDITION jj�ONE W LOCK @ or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW V At 5�.�N F ANY L/2 OF SHUTTER SPA OR SPANS UP TO 10, - OR I.STALV&1�4e ATTACHED TO I ELEVATON,HV LOCK q4 or q§MAY BE USED AS AN INSIDE OR OUTSIDE I �'ng I hnI I n I I n I I a I n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON n TYPICAL SHUTTER ELEVATION. 2.OPTIOU&CQNDMQN#19 IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W -!RD. OZ LOCKS 23.q5 OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES LOCASHALL BE AS INDICATED ON NOTE(1)ABOVE. ' CAVON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 42 OMUD ONLY WHEN PATORY CONDMON it OR UMITED MANDATORY CONDITION I LOCKING RODS HURRICANE POSITION. BUT MAY 5 g @Al P4 IS2 Uff mlk� SHUTTER PERFORMANCE REQUIRED AT 4 --fz� LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. 11 Vfffialff5ft�HV LOCK q3 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND ON, W LOCK Z;r*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED 10 dl CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BOT'IbM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. a4 FIQST AITERNXTE TO MANDATORY CONDITION#I VALID ONLY FOR W W1 SYMMETRICAL COMMATES 9j ALTERNATE HV LOCK%MAY BE USED IN LIEU OF KV LOCK-23 or 25 FOR ANY SPAN AND H 9 L RNA OR OUTSIDE LOCK.ATTACHMENT ffffi�i=AT ANY ELEVATION.AL TE LOCK If$MAY BE USED AS AN INSIDE OF 1/4"0-20x3/4-S.S-THUMBSCREW TO J)l OR g-CENrERMATES SHALL BE MADE W/ 1/40-20x3/4-ALUM. RIVNLIT AS SHOWN ON SECTION HVE. SHEET 8.DUE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 9 LOCKS AT 1/3 OF SHUTTER SPAN- f/ 6.USED AT 03 FOR KEYSTONE MOUNTING INMUAlIONS* ONE HV LOCK 0 or @or @ SHALL HE USED AT 1/2 SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96-,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 23 or:E5 or BE USED AS IN DE OR @ M ED AN S1 OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2*LONG FLAT HEAD S.S. SEE END-j M.S. LOCATION OF LOCK SHALL BE AS INDICATED,ON TYPICAL SHUTTER ELEVATION. USE 01 LOCKING,RODS CS W/ col'INECTIOPI OR 5j TOP AND BOTTOM IS COMPLETELY MANDATORY- DETAILS ON D r C: S M,FULL EV "T" LOCKS AND CENTERMATES: 15 L *NOTES ON HV H S To HEIGHT, OF CORNER 'ENTER"" 1.SECOND ALISM47E TO MANDATOE I MALID ONLY FOR HV-f'I OCK dt -(MID MMMhM a AND ONECONDITION 1 LIEU OF W LOCKS�3 OR FOR ANY SPAN AND 07 -(g)-010 I USED AS AN INSIDE OR SIDE LOCK.ATTACHMENT L.' SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10"C5) (1:21 CONNECTED 1/2-LONG S.S.THREADED BOLT%V/7/8-0 x 3/327 WIN.N'C RMICK MAYBE INSTALLED AT "'OSPAN OR 12' U C7, 06 -(D- RODS VTOP AND 130TOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. ��JQ"( W1 1 1 gk CENTERMATES FV OR W WZ(ja NE ALTERNATE III) LOCK(D MAYBE USED IN UEU OF TYPICAL T) HY BLADE SHUTTER ELEVATION HV S ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK tR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK�'4 )TO 0 IS%V/3#8 x 318w F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT a AS SHOWN ON SSCIIONS HOS-14VU AND HDC-HVC.SHEET 10.LOCK MAY Be INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE&RDSPAN.USE OF LOCKING RODS 0:55 IS COMPLETELY OFTIOUAL FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, 02017 EASTERN METAL SUPPLY,INC. 02017 TILTECO,INC. 1LIp ............. �Ik-%. e`�,yZENS."- BERTHA HVTM Accordion Shutter System T ME-6 , A,S.S.A. KV. MADE#1 W1 OR W/O RV. NDMOW MADE z RL E Americcin Shutter Systems ILV.N, DESCMpnoll DATE omw sy-. Le. TILLIT TESTING & ENGINEERING COMPANY Assocfation, Inc. I OLD 15-085 HL2n DAM 07/27/17— �t 6755 1437.36th.St.Stc 305.%=�CkRDM FLOF"33tef Phone (305)871-1530,Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-moll:Vite, cotoom West Palm Beach, FL 33407 3 17-107 ED-CO06719 L .311% WALTER A.Lie. Jr.P.F- A FLORIDA ..f 44167 5 SHEET RE S WXWRE/DATE 6 5 OF 20 ONCREFE ANCHORS POUREA1�11,-OLCIl POURED (SEE SCHEDULE ON OR CK POURED CON SHEET SHEET 13) REQUIREDCONCRETE ANCHORS -1F-,IE SCREYIS S.S. CONCRETE REQUIRED {- REQUIRED 1 1. i fCR I/� '; (SEE SCHEDULE ON Y!/ t/4"-20 -'" L; CONCRETE ANCHORS /' \, , 17 18 R S�A cEm0.uE(SEE U.J.YIV:G�i 0.Y 9HEET 7) ( r SHEET 13) NUTS a 12"D.C. "-t' � '• (SEE SCHEDULE ON SHEET 13) . f; f55 .� '''�CR14 `'/ ))) ____ E EMACHRJE SCREY.S __ 1-'E ED USING 1/4"-2o NLrrs _ 19 / E.D• ,/�`; t/ /ii ! i ; .250'Max. r/ �_/ )(j�` ....73 oR 15 i r i _�_ 13 oR 15 .250"Max. r r / �' / i a •E.Q.'./+'/ a �, E.D.• 1 r OPTIONAL ii / -OPTIONAL fM SEFAPbaY ' i� ' P&N r t n RACE r 1 1.0 1 �LASS EE SEPARATION TO cuss t { 1 IXIS77NG i ON sw tegFA�7 " 't + ' MIN.SEPARATION TO GLASS ' 1 r (SEE 5CFEDULE ON SHEET 11} r GtA55--s RACES(O i (SEE SCHEDULE ON SHEET 11} EXISTING cLAss @ HV WALL HEADER INSTALLATION ,HV WALL HEADER INSTALLATION `;) HV WALL HEADER INSTALLATION + KEYSTONE E37SONG , _ , MIN.SEPARATION N TO GLASS GLA<.s---i yt , , ` T 1 OR '1�� 1 ,' r `7 DUSTING�' tsE£SCHEDULE ON SHEET 1,} 1 I TO aAM I r i ;� EL.N.SEPARATION TO GLASS GLASS { (SEE SCHEDULE ON SHEET 17) r r A+9ELf t9 F62 ,% i OPTIONAL 40) RA05(y`&1�"i11 `. ' EXISTSSED I I ,J r'` r v�� 1/4-Mru. ( E D t3 0¢15 E_D.«'r ' E0] EFE. DOR "..i2 '6-20x3/4"S.S, Min.LUPS TRUSS HEAD ' ' ' \� 1/4b-20x3/4'SS.PFCLUPS TRUSS HEAD MACHINE SCRIMS HIN£SCRE4JS USING � ' CONCP.EIEEDUL£Ot!"-20 NUTS 0 12"O.C. ( YJ/1/4"-20 NUTS 0 12"O.C. \^CONCRETE ANCHORS min } (SEE.SCHEDULE ON SHEET 13) I J.;'`' //`!,// POURED CONCRETE SHEET"13) i OR CONCRETE BLOCK POURED �� -1� / J.9NCRETE ANCHORS REQUIRED OR WALL REQUIRED D HV WALL SILL INSTALLATION (SEE SCHEDULE ON QHV WALL SILL INSTALLATION RED CONCRETE— CONCRETE SHEET 74) CONCRETE BLOCK ALL REQUIRED { HV WALL SILL INSTALLATION = I INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SI CUTTER +E,0. EDG.:QIS7 ICE ♦SEE UWTAMUS OF USE FOR H V BLADE A55EM�Y (SEE SPECIfl NS ON SHEEF 13) BLADE t�ON SHEET i9 2-NIOUNTINC SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INS7ALlAT10LJ. t1� ism LLL' rL Til 'd FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone G 02017 EASTERN METAL SUPPLY, INC. ENS' J!� 02017 TiLTECO.INC. BERTHA HVTIA V.4 fir► A S S A Accordion Shutter System 1 L ECQiNc. H.V. #'1 W/OR W/O H.V.WrtNL W BLADE American Shutter' Systems .N DESCRIPTION DATE DRAY?,sY: L.C. � TIUJT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 15-085 7/27/L DATE 07/27/17 ,= �A 6355 N.Y..16•A St,Ste.3055.17=00 OA CENI4 FTOM&3116 O ID V t At— t3Ds)a71-1530.Tax:t3gs)en-,531 426$ Westraads Drive z DRAWING No �,A� `- a-m:Me-Cis.- West Palm Beach, FL 33407 3 17-107 f'��•+irIAiI1•'• WALTER A TWA 3t.P.E FLORDA U..9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 1 6 6 OF 20 . TOURED c2�taE(E ANCtLOFS' � u+L SEPSNutri + T OR �A� ' ' tAY,sIDAR4TGN I r ( CONCRETE. � (-EE SCHEDULE ON SHEET F3) � �(� EXISTING r I + ) TiE aN N REQUIRED tt Em SrEv tt H ' EDGE r w s+OS fs fvt 1 �3 cmw'42�sswN I ) ' •', ''E D. r' IF APPLICABLE EXIST ftA0lTimh t"/•'!�r�' ifr AL7ERNASE �i i •i i ° i'i� fi i ° I EXIS?ING� _ LOCATION r GLASS ° / i'�' d`: .• "r .%// .` - °° I �lOx3/4'HEIF X WASH HEAD %X/ % T T �R T 3 GR f 5 a/s f�. TEX SCREWS 9 1 z' .c. 1J/ i'/ _EDGE OF }�;�yp 3jdT Sas. `CONCRETE ANCHORS : , ''�%f • r i j' r r % i / rte. , /�'••i/�APPLICABLE N r' 7 (SEE SCHEDULE ON HE 13) !.', r' E ' EQ //.`f' jTp� EDGE I; / f% t/�/rf!/f•/1 EXISTING ( 1r a EW"E CF^•..^i• •r, "'!I i.i ! .t ^tH�r. r:'t`• /t'{r! �; SLAB IF /, :/� %" .a r"t GLAS's—: `f!i SLAB IF 1' %F t/'r•''', rt/z 1�yf r`� 0 OF T•...�,. -r , f.;'/',. / AFPUCAB E �.°`! / .. , r r IF APPLICABLE I%� •=E.O,, O '. ' isNCLISS WE 'I I '' r i• r J �'}1 i" POURED I E D. CONCRE(E FLAT HEAD CONCRETE ANCHORS satxNaE a+DsEr E1i f.'• '! i a`l,r t f 'r::' :' CONCRETE L/ REQUIRED (SEE SCHEDULE ON SHEET ;4) NUNS¢ O +� I�R 1�A�CONCRE3E I +il RsONRcD FLAT HEAD CONCRETE ANCHORS HADSSQNj 1 n ° REQUIRED E D. E D, (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION AUD ONLY FOR UP TO +70,-75 PSF A.S.O. Q BY FLOOR INSTALLATION d W -OVER I TAL TIO DESIGN PRESSURE RATING&FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE#3,SHEET 11 OWNG Y]4.SEFAM74N am If CONCRETE M'C1tORS 1..__.__1 °:� , 'iv aasc O T (SEE SCHEDULE ON t/4'D aw emLy 7APCEN W/ cz SHOUT n1 I C`_EE � SHEET 15) ADVANCED THRFADFORM T av scc 113 +(T •3 EXiSito-lG—i ' EXISTINGTECHIMILM OR 1/4-0 EXISTING---r H 1 GLASS ur.5G•utAnmN ro cuss O GLASS---; ° FASTENERS UFFER+AANV4=1,07-es I 4AX. 1 CLASS I+ j t M —}'.'fE SULONE aN l:�N°1)r, 1 uu LEPMArTt 1D GIASTa t 3!a•LYN.ESaE'cD:ff7X o 6• -1(stc sane z ai S j1 n3 + ac FOR UP m s G'sPaa AND 1L 4'O.C.FOR SPANS LARGER THAN 7 SEVM AT DART FFASTEHER W� ° !! JJ 0YP•)(sty r.'O1E t at 1/2. " i �fOx3 �. .�,="', j" t gGET 11 FGR t>7£ti Ai7R 3j `1lAX. r ° 114 ° + 41 S} i ----- GR TS / i IX, —,,j YtA9iER fiEt.3 /I 't Cct.?.sEt:.ArA—."'^i�, _. i t ..,.__—..—I. .7- r r -TEK SCRELG t =~ ` ��+ MR a 12'O.C, i 7 Bt4x3j4' HEx rtFt,D._I; � / �r/r0-zox3/4•ss Ns TEK SCREWS 0 5"O.C. (f14x3f4S.D.S, IrI I I 1 tj4' r �,ceG t/4'r-p HUTS cO:;CRETE ANCHORS -. - BOft T/4.4-2O 59S,TU (SEE SCHEDULE ONS-O.C. - ;- him. •• O f2'aCW/f1UT®9"D.C. I MEET 14) V •` t,"� { T 7. �' % -17 1 B I•+I2.00•hi1N.: L- cO •1.. E.D. s7t) i,i i t EDGE OF / f ,• % � jF74x3j4'F.H.S.O.S. UtN. _ S(AB tF l _..'✓l' ' ®9.O.C. PGvri�4�aTCRF.TE 7%B•� / r tf '` CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(D) "�-1 7. •[ ./ APPLICABLE 4 n REOURED c---E.D�,`• POURED CONCRETE (SEE SCHEDULE ON ON SHEET i ,. ,.� / J f POURED CONCRETE ON SHEET 1 •. =E0. 3r' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK •=..- REQUIRED SEOURED Q KEYSTONE MOUNITtND INSTALLATION CPTIONAL_J POURED 1::1 V WALL FLOOR INSTALLATION O VAXW V A.S.D.CESIGH PRESSURE'+G4,-72 Pel CONCRETE N L HV WALL WALK—OVER INSTALLATION VAXMDY SHUTTER SPAN W-W REOUkRED (�J HV AINWARD INSTALLATION t NQM* t THIS NOTE FOR OPAIDTAPON OF SECTION B: s RE1 OVASLINSTALLATION WHEN PERFORMED E D_=EDGE DLSTA 4CE ADJACENT TO AN OPERABLE EXIT SEE L?dRATt1IN5 OF USE FOR 7-SEE SHEET 4 FOR TYPICAL SHUrTER. (SEE SPEC(nWONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 I N S TA LLAT I 0 N DETAILS W,/ 0 HV BLADE ASSEMBLY . ��•, NNOSIY�CAN LTO ++BINED + �lA.IAY WY TUANY INSTAAITL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' ,,T +�,•41C strN �C 02017 TILTECO,INC. ®2017 EASTERN NETAL.SUPPLY,INC. Itl �.''••. • ; BERTHA H Tf, 0 /TU --- AssQ --->*� Accordion Shutter System C C> i N C. . . . . TLV. BLADE#T W/OR W/0 H.V.WINDOW BLADE American Shutter Systems = : TILUT TESTING & ENGINEERING COMPANY Inc. •H DEs15-0 R DATE DATE. IST: t_c t9 Q 1 Association, c ( OLD 15-085 7/z7/, LUTE 07/27/17 ate'•, � � SSSS Nax.ism.sy,sr.Nos•v.:tLstA cA.RDENs,FiGRDA 3316 1� fJRIDP•.=•.,<c._t1 4288 Westroads Drive z DRAWING No Fhone:(305)871-t3:(i.Fax:(305)671-153f fneooBaoLeom West Palm Beach, Fl- 33407 3 17-107 L7-•�1J f 07 NAA(N++ltt ES-COO871O i WALTER A.TILUT Jr.P.E. 4 " "" FLORIDA tic.f 44167 3 SHEET P.E. SEAL7S1' iUREJDATE e 7 OF 20 SEE ENQ WALL CON ILS ON SE19ETS 10 la SEE UOTES ON LCCKVG RODS W INSTALLATIONS Wl a) BY AND ALTERNATE W LOCK 0 ON SHEET S. S=E SL&CK DUAL VAUD FOR ALL OUT FIN % EXISTING GLASS BLADE W/ HV CENTERMATES CENTOWTES APPLICATION VMH MACE(D (21 , 22� OR (2� SEE END WALL -CONNECTION VEXISTING GLASS DETAILS ON SHEET S 10 -7 ------------------- ----------------------- -- - - 3 1/4- 7- 6 7/2" 7- 6063-TS ALLO`O ALUV_ OPPOSING SYMMETRYCAL AIIGL(E gl(Z)1/4-0 TAPCGN /2 t Aj TO CC'NCRETE CENTERMATES CENTERMATES MIN TON _HofiS — W/ HV LOCK SEPARAl I& -#IOX3/-' 2" a07 TO GLASS 'PI C C4j#TO,I/2SISV AMC0 BE L I // 0 C IFU L LENGHT. I W/ HV LOCK (SEE SCHEDULE AT EACH Mcrw) ON SHEET 11) rlN 5 ------------ ���------- F, , 5' C, i. 1/2' LO Xoliv@ N 4 j HVB OUT] 6-T HVQ CONCRETE OR C CLASS P'U M UCG HVA C-_E)ISVIj CONCRETE K WALL N @-@+@-0-0- REOU RED SYMMETRICAL -�-(b _F _7F 70 SEPARATION CENTERMATES IN TO GLASS E SCHEDULE W/ HV LOCK 66T OPTT ONAL SHEET 11) —--—————— GLASS E ) (SEE ON Ulm. SEPARATION\ TO GLASS @ (SEE SCHEDULE TNOPPONAL ON (INTERIOR) -—-—-—-—- SHEET tl) 7A�\ -—-—-—/-—-—-—Allk —-—-—- CONCRETE' PUT I ANCHORS 0 ls�O.C. f 0 n3 VARIES . 0 FOUT] 6 llr UAk SLACK F0 7UT � HVE HVE** HVQ FLORIDA NO CODE(Non High Velocity Hurricane Zone' Ilp",............... 02017 TILTECO.INC. C,2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion.Shutter System A.S.S.A. RV. MAN#1 W/OR W/O H.V.WINDOW MADE American Shutter Systems REV.N. DESCRIPTION DATE MATI sr: Lc TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 o7/27/1r DATE. 07/27/17 ink AM N.W.3610.St,Ste.105,VFW CAROM FLCRZA AM 4266 Westroods Drive 2 Ph..:(305)971-1530.F..:(305)871-1531 --DRAWING No -61: West PcIm Beach, FL 33407 _3 E9-0006719-0006719 4 'ONALO., a 17-107 WALTER A.TIU;T Jr.P.E. FLORIDA LTa P 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE I 1 6 8 OF 20 ALTERNATE INSTALLATION -W/-HV "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATES $ & LOCKERS W In HV BLADE ,SrE END CONNECTION DETAILS ON SHEETS 10&A8 INSTALLATION (1 HV BLADE p05"`cam W/ HD CENTERMATES OUT IN{ r ©suac spa n,cnz DE(av Az ica. I SO Y Y7 O O �/ O tt,l in PrcLL/S TKISRSLL T.IcAYa USE W111 TH NW-MW. a «8* 7 8 SO• +RD:cnTEn oN Tl1:5 shEEi,WY GE USED S.EE THG ALTEavn wsrn.unoN DErai rrv0 sh0aw w nus shErr. SEE END WALLCONNECTION i �.,0•I �© ©•d� DErA1Ls aN StiEE15 tee(is (ears�s axaPt u v. + v 1 , 35* * 35 uaaE�w7 �M c (a nowt' 4 TD arn�,ve __ t+13t0.s17"sus.TO ru=m /! �;0*314`srrs.o u' - I N _ I N _ . CT IS= AT Ertx AvccE.OYP9 oa Fvu l.Ehcw. * (a)uv. (a)R.v. 3 mL s�w.nrti 5 ! / 3 3O LOCK T(tNSIDE} 1 Puns(TYP.) 7 u- PD+s{TVP) 1 1 ( 1 ---- -,--•------ I a t g 1 28 29 1 } �'�S/a•) z a/e aro' 35 3 p-611 F 31 oR 3�2 t 33 31 as 3�2 31 oa 32 31 oa 32 35 1/4" 0-20 x 1 1/2" S.S.M.S. 2 4 35* ��fp (oPrxni) SEE NU+E 6 FOR f1v LOCK * W/ 7/8"0 x 3/32" WINGNUT. {oPrwN,L}HQR--HV8 4UT HDC—HVC T'LOCK:ON srrEr 5- SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 30 HV "T" LOCK (OUTSIDE) HVCa* W/f3f D* LOCK (EXTERIOR) WI t LOCK (INTERIOR) t SERIES 9"4 uO=1A � C=4-T3 ALLDY)LARCE fWUE TAN (ya®a©'(�J7 ah.;.l"10•t w SnEET nu"SERT.PART-N 0870. ^-®•®oh�•Rl"`�•0' AS MMIUFACTURE0 By"Da CNiRRY /ry TE%TOFR-PklWr-aY/,NEW JERSEY ©•O•©°a©•07 •®C° 0705408 EOUA •�a�, �©•�� — 1 * 1 tPl:2RhSLLFLOArrrr5 cawt.a caaaem Roas�...—.Ex.s oa s¢cr e) 1 f 1 #k Q i0 R J Fp-lL=1 z w smr(D HDD—HVD** FLOATING STACK aatllJ/1Nsiso i I+'1 t.F1 A. jj ''-. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane 1' •. �, ®2017 EASTERN METAL SUPPLY, INC. 1 +u^2017 TILTECO,INC. ,— —` BERTHA HVT,,, 0' 7 /'VEM H�� A A.S.S.A. Accordion Shutter System H.V. MADE#1 W/OR W/o RV.WINIXW BAOE TtLt fT TESTING & ENGINEERING COMPANY American Shutter Systems •x DESCRIPTION DATE oluxw an. La ��'••• /.'Q` �M Association, Inc. t OLD 15-085 7/27/1 DATE- 07/27/17 11 was ll W 36th-a,54.305.VMXe A CARDM tioRTA 3316 4.2fi8 Westcaads Drive z S ...........0 N'' Fh—:(305)871-1530.r (305)877-1537 DRAWING No G\ (111 a—if:t1t0ee017-107 000cool.com West Palm Beach, FL 33407 3 NAL E� a+ 4 WALTER A.TJr tUJ..P.E. FLORmA U,,9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 8 OF 20 r POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR . �- \?: l OR CONCRETE OR CONCRETE ,���` _ OR CONCRETE \` MUCREW BLOCK WALL �^/ / BLOCK WALL REQUIRED •r r�I---' BLOCK WALL REQUIRED l'" j "y%^"' / / BLOCK WALL REQURED / r REQUIRED r '!" EXISTING CLASS II f ExlS1ING GLASS CONCRETE ANCHOR'/ •rr E)aS'TING GLASS 'f — — `�� / (.,T rf r 2`MLN., EXISTING GLASS 9 16`O.C. . — _....� "�7 '' LML SEPARATION !r — �" _t f t. r �/ T -Y MICU.' I s TO ovss{5'Ef " i / M7L SEPAPA=1 r MRL 9PARA71ON i •' r SCHEDULE Gu slrzu / TO GLASS SEE , SEPN1AtN3'z 'EQ f' TO GLASS(SEE ii FOR&r1DE OArat r SC1 ukE on SHEET' # 70 GLASS{5+..E !i ri �...G'fEOLd.E 6V SHEET 1/T6 x3'SdA7C. M.stw 19 FOR ? r`r ! tT FOR BLAD7-OAND 1 _:r r � .,�� SCHEOtP..E Utz SHEET 11 FOR ELADEOAND (6063-76)CONT. �& u FOR 1f2" 'fi>iosrt :s:s` FOR LOCATE-AT s W SHEET 19 FOR ALUM.CLOSER ` T� BLADES & YDH R SIDE U7 O&a PLATE.(LOCATE 1/2 r f , O AT EITHER SIDS M111N—♦• 1 1/2"MCI. ^---- 4A USE i•OR 2" xl/ { ----- �iaztf2"SJd.S, AS INUUCABLE);NGLE "x0'-2" , i T6" ALUMINU!CLIP ANGLE {. 0 16"O.G. __ (6063-T6 ALLOY)AT tfiDHDCM / ~ 'I A J ( i/4"0 TAPCONS ANCHORS TQ WA AT T'O.C.(LOCATE AT �_t + SEE OETAIL RJ 1 OR (-l'• 1 ELT ER<_1DE OF(,}4) O OR ®� SIDa.CONN ON ��' I } OR @' # SEE DETAIL x FOR 0 OR �' TQ GKS SEE DETAIL x FO 4 SIDE CONNECiTON ®«©'07«©'to•�« SLOE CONNECTION ®«©•(OwfJI+p•�« 'p"�®a 6•0«8 10•�3 m TO TRACKS « «6 7^'B }0•Qa }O�f15 a©• 3��'�a TO TRACKS Ta•�+"�• S�Q•�S m L1«®•®«Q•(CS« t°`®�©'©"@�'®w O 0 ©«©O �« p p,©„p•O•�« © ®•®0.@-(D-0.0- ��-�« e B.«®•�© aha o•�«a•®«�-tea®•® ®•®«�`©«�•�« o ���•®Qo•� �•� END CONNECTION DETAIL 1Q END CONNECTION DETAIL EN CONNECTION DE IL 3 END CONNECTION DETAIL(@ 3 REQUIRED ONLY FOR SPANS GREATER THAN 12--0- Z CONCRETE OR r f r` CONCRETE BLOCK WALL EX1�G' i- r — —EXISTING CLASS ..".- REQUIRED ———. GLASS 4 r -__---- rj �Ipx1/2"SATION .M,S� - j x TO ASS(SEE ( 1.ty—_.�___.._ _.._—._- a0R$ Oft'I}OR f i TO MASS{SEE rp S6"Q:G. Lat SEPARAiTION m rr'f i ScIiWULE ON BEET XF. TO GLASS(SEE — ------- _ II FOR SLA.--OAID CONCRETE 1/2•MIN, SCKEDULE ON SSIEEF --�`__-__ - !' ON$ice r4 FT3t ANCHOR+iD rt FLSR t-LAFk OAND 4 ;s - ^- _--_-- _ - ) OR t ORT OR f % aAOES O d�Q) 72`O.C.,�' "" /� GY_REFS 19 FOR I /� / CONCRETE'^. r} M'i i ElAC£S O&a M I L_____ - ORTT/i ANCHOR i `�/EO FIS, III I V O.0 `t'e--,_qL jj i�___i I 4 �• .1/2"MIN..- .."' ri ,fr - EQ - - — Ic 4Ra0R�OR 2"MRJ. * SEE LIMITATIONS OF USE FOR ������ y {'2"MIN. ' _ BLADE 1�ON SHEET 19 @ OR}3 OR�OR(DOR( 1'IEL_ ' 1 OR ®' IPLAN�jDETALPOURED CONCRETE OR , a+Q•Om'®«+a'®« ip+ 3 END INSTALLATION CONCRETE BLOCK WALL 1D^®4°®'4✓"'©-�°' «®��- '®« REQUIRED O.0.4«©'O•�« ('!�I-IV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ®'�«®�'1��"�f�r ,•L?ON O DETAIL 6 0 ®«� «® 9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A1 ............ ..• 02017 EASTERN METAL SUPPLY, INC. ` iis.` '9 142077 TILIECO.INC. BERTHA HVTM A.S.S.A. ' FTME-C707, G. Accordion Shutter System H.v BIADE g1 w/OR w/o H.v WINDOW BLADE American Shutter SystemsDAU 7D i TILLIT TESTING k ENGINEERING COMPANY c. DF5CR6'08 /27 DAM- 0 Lc r." .� '• �`\S wss rLw.3srn.sf.,s1,.Sas.aRcma4 raRnas,zwvxu,3sts ASSOCiatlOnt Inc. t OLD t5-085 /27/1 DATE: 07/27/l7 ' `�•°• wntk '• 1* Fb—:(305)871-1530.Fox;(305}871-1531 4288 Westroads Dfive 2 DRAWING No a-mal 0W.O.W.... West Palm Beach, FL 33407 3 17-107 7_(47 ' ylQ+7r11•S`�tl1S't 9-O0067S4 ""`•s tYALTEREA TILUT.r,P.E. 4 r"rrr.rar+"' FLORIDA Ua#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 10 OF 20 SCHEDULE 41 SCHEDULE42SCHEDULE9 -L+-OR "L-' - MAXIMUM SHUTTER SPAN*"L+' INSTALLATION LEGEND NOTES7 _Aximum SHUTTER SPAN* MAXIMUM SHUTTER SPAN* "L+ (ft,), FOR INSTALLATIONS W/ Iff-m- OR -L-- (fL) FOR OR -L-- (ft.) INSTALLATIONS CENTERMALTES @ or or ]INSTALLATIONS W1 MIMMETRICAL CIENTERMATE CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN Vi/ ONE H.V. I or @ or or W/ ONE KV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. r r or ONE HV L "'R WALL A. S. C, D. E. m, N. 0, P, 0, CK or 6h L­Im.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ]INSTALLATIONS H LOCK w 1%,C 09 am 0 L � LOCKING 2C, .1 01 N/ NG LOCKING 78@ 29 W/ ONE - RODS(5- CENTER . W1 NO LOCKING DS MOUNTING F. K & L R. S, & V. A.S.D.DESIGN PRESSURE RATING_ "i" LOC 30 WITY10 LOONG (SEE NOTES t.tt) V0, (VALID FOR M7VUVNG(5 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 11SEE SHEET 7) FLOOR/CEILING G. H. I. 11, J T. U. W & x WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEXING: Co- IONS CONCRETE MOUNTING & M NC�P�E�100d INSTALLAT VW" GIVEN A POSITIVE A.S.M DESIGN PRESSURE RATING, AJSD�CE= ASA DEEMN LLATIONS DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. F,�mu;% WALL MOUNTING FLOOP/CEILING F�MU�- WALL MOVftZ-_ FRESSM FLOOR/VEIUNG MOUrIT000 GIVEN A NEGATPJE A.S.D.DESIGN PRESSURE RATING, PATNO wm mwmmc (P.-N FLOOR/CErU_NC UOUNIVC OR BETERI-41NE MIMUM SPAN -L--FROM SCHEDULE. FLOOR/vzxLL Pioutam 0 MAXIMUM SHUTTER SPAN'L+"OR'L-'FOR CR-3 L+ CRT t-(ft) Lf M L-(it) L+ (ft) L-(i) L t (g) L-(h) FINAL MAMMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR 16-0- 1 16�0- 16'-*- 1w-o- 30 16'_016'-0" 30 I5-0, 16,- INSTALLATIONS INTO%11000 SHALL BE LIMITED TO 'L+'AND 1-'. 35 TIV-10' 14*-I0r 15-2- 16,-a' 35 14'-IW -5 IV-2' 16'-ID' 105 Pf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DEPERMINED,SPAN BETWEEN :"---_F_ 40 IS-10" IS-101 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE IkWIMUM SPAN FOR 40 t3"-SO" 3-jo- 14'-2- IV-27 9 '-4' 14'-3' 45 IX-11" 45 IS-4- W-3" t HIV CORNER CENTERLIATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 IS-11' TS-1' 13 50 12'-V 72'-5- 12'-8" I5-7- 50 - 12'-5" t2'-5' 50 121-37 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLCOR/CEIUNG MOUNTINGS: — 55 V-1o" IV-10, 55 1)*-)- . #2 FOP A GIVENI POSITIVE AS.D, DESIGN PRESSURE 55 11--lo- 11--lo- SHALL BE AS INDICATED ON MANDATORY CONDITiov 60 IV-4, IV-7' 12'-4' 60 1 i7-,;F 117-4- 60 10'-2' t 10'-11* 1 NOTES,SHEET 5. RATING: 11'-1- 7 65 10'-10" to'-1 - 65 DETERMINE: 65 70,_10. _T Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6- 10'-6- 0�-r 1 V-5- 70 $01_6" 10'-6! 70 5,-r L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 1 V-1, INSTALLATIONS. 75 I(Y-1- 10-1- 1 75 IW-1, lo'-1, 75 ttEXCZPT THAT hWIULV S4U11ER SPAN 1+"OR'L�AND MAXjMU1A ASO.DESING 80 9*-70' 9'-,0' 70'-0" 10_g 80 FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 W 10'-5- 85 W-6- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: -,. 9,-6- 90 WOR CONCREIE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERME- IN - -3— _--_7 3 i 5 7F� 90 9*-31 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX.SPAN FOR WALL MOUNqING INSTALLATIONS. 95 9"-0'. W-9, 9'-2' 9'-10- 95 9-0— LIMITED TO +64.-72 p-s,C AND 8'-0-SPAN, SEE L2­ MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9. W-4' g'-G' 9'-7- 100 8--9- 8'-4- MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7- -11' -9' -4 105 6'-7' FINAL MA)OMUIA ALLOWABLE SPA14 IS EQUAL TO THE TIO --F--7- F-_7- " 9'-27 110 8'-4- PAX—MUM BETWEEN "b+, 'L2+".'Ll-"AND "U-- 115 W-2' 7'-3- 8'-4' 8'-tt' 115 W-2- - SEPARATION TO GLASS SCHEDULE 120 W-11' 81-2- B,_q 120 EV-07 W-1 1 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 1-25 V-10- 125 7'-io' V_8" ALLOWABLE SPAN AND NEGATIVE&S.D.DESIGN " I 7*-10' 7'-8" A6 PRESSURE RATING TO DETERMINE MAXIrJUM ANCHOR MINIMUM SPACING. 130 6'-S- WIND ZONE 1.35 6'-2- 7--g- V-9- 135 7'-7' V-2 140 5-17, r-7' 7'-6- 140 7'-1' W-111 ASTM E-1996 SEPARATION TO GLASS 145 7�3- V-9" 7'-5- 7*-3' 145 7'-Y 150 7-2 1'-7' 7'-4- 7'-0' 150 -2- V-7- 155 �-2- V-9- 155 7'-D' 1 THRIJ 3 I 7,-G" .--- 5,-2- 7'-1' V-7' 160 W-11, V-e 165— 7'-0. 61-41 165 V-10- 5­1* K17 —61-11, . a.-2' 170 6,-9* 4-1t, 0 1 75 6'-7' 6 V-0, 175 6'-7- 4'-9- 180 V-6- _t 6 6'-6' 4--8- �-B_ 5.-10- ISO 185 4-6" V-8* 185 61-5" 4*-6*— HV BLADE. ISO 5'-6' 190 6­41�' 4'-5" I 4-3- 6'-5- 5'-5- 195 6'-3" 4*-3' V-e 5:�-3 200 6'-2- 4-Z!-.1 High Velocity Hurricane Zone' 205 6'-1' .,#I FLORIDA BUILDING CODE(Non @2017 EASTERN METAL SUPPLY, INC. C2017 TILTECO,INC. �P BERTHA RVIRA Accordion Shutter System -M LTEco ....\ A.S.S.A. FLV. BLAIX#1 W/OR,W/O KV.WINDOW MADE American Shutter Systemsmv.H� DESCFUFTION DATE Owv BY..wMV./Lo. la 63,TILLIT TESTING & ENGINEERING COMPANY AssociationInc. I OLD 15-085 07/27/17 VkTE. 07/27/17 p ,5 u.w.18',n.ST..Sts SOS,�-w.Gkmm FLORICA 3316 , Ft—-(305)871-1530.Fax'.(335)871-7531 4268 Westroods Drive —2 —DRAWING No %........... ­.,d!rit—ft.l.co. West Palm Beach, FL 33407 -3— 17-107 ES-COD NAL VIXTER A,TLUTS719 J,.PE_ 4 ILORIDA Uc_111 44167 5 SHE P.E. SEAIISYGFIATUREfDATE 6 11 OF 20 :t tl..: t � .1.1 7.: 91/qt .i.11}�:. :t :}11 ':i}•,}X ::It :ti# : h�::4-'!t• t „► t}I�s :II •: _.t mom� n ..y+�r Q'Y1 ,i:7T' �+J � ' 1111�1�� ' �- ,. " • ' ' '' � oi�mm •s e . 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(Min.Pc-3 Tal A' IT56M wV,r,4MS P•RRWJRE„R41M �,MGMNE Tt�E RAM c DEM ftr,Lmr PRS RaLVG(vd) -1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Wn.Pc-2 kSi) OR 30 40 60 75 L a0 72D 580 205 30 40 60 75 90 120 t60 20 30 40 8Q 75 90 t20 t$0 205 N WITH DV 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POITIERS FA510tERS.INC..AND DWR UTM BY ALL POINTS SCREW.BOLT&SPECIALTY- TAPCON 44TH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VDIDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 1 B IS 1 B I55 14 1 12 10 9 1 B I B 1 6 1 6 14 12 10 9 B 8 6 6 THREADFO.RM tECHNOLOGY (&Gm.f-c m 3 kw) V-0' 14 12 t0 9 $ $ 5 6 T4 12 10 4 8 8 6 6 14 12 $03 8 8 8 8 ALLPOD4TS SOLID-SET14 - f2 TO9 8 $ 8 6 14 12 10 9 8 8 6 6 14 12 8 B 6 5 BLUE,TAP W/CAP NOTE'S:12 TO 9 8 8 6 7 14 52 10 9 a $ 6 6 /4 12 B $ 6 5 ThoPER+ A1)MINIMUM EMBEDMENT WTO POURED CONCRETE OF TAPCON OR TAPCON_WI H ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 12 t0 9 8 7 55 35 ti 12 t0 8 B -8 8 6 t4 12 B $ 6 5 ANCHORS IS 1 3/4,AND TOR BLUE TAP W/CAP ANCHORS IS 1 1/2. /2 f0 9 a B 6 6 14 12 t0 9 B 8 6 8 14 12 8 B 6 5-S 12 f0 9 6 8 6 4 14 12'10 9 8 $ 8 4S ti t2 8 6 4 35 A2)MTRTMUM EMBEDMENT OF 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS SHALL SE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 12 10 9 8 8 6 45 14 12 10 9 8 8 6 55 14 12 10 9 8 8 IT 4S WTO STUCCO SHALL BE PERMITTED. 3/4`0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD'STUCCO i4 12 70 9 7S SS 35 - 14 12110 9 8 $ 6 5 14 12 10 S 8 7 55 4 4 SEE LM?ATfO:S OF USE FOR E)GST.Apt Lt t-MROWUM FOR WALLS WITH Pmt STUCCO. $•-Q- 14 12 TO 9 6 a 6 6. 14 12110 9 8 6 6 5S 14 12 10 9 8 0 5 45 BLADG'7 CLLE7 i6 14 f2 f0 9 8 7 4 l4 12. TD 9 8 ISS 5 35 74 T2 t0 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DQSTNG WALL OR FLOOR. T4 t2 t0 9 8 7S 4S - 14 T2 70 9 8 6 6 45 .14 T2 t0 9 8 6 4S 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SOLD WtU.fIN/S7IES.ANCHORAGE SHALL BE AS WDIGIIED ON 14 t2 9S 73 ISS 45 - - 14 /2 10 9 B 7.5 55 4 14 12 10 9- 8 6 45 35 NOTES At)&A2)AROVE,FOR INSTALLAl70N5 0.Y VR4YL SIDMtC OR,EIFS VAIN Oft WTHOLfT METAL STUDS CONSULT THIS ENGINEER FOR B'-0- i4 12 t0 9 8 8 6 - 14 12 t0 9 6 6 8 S 14 12 10 9 8 65 5 3.5 INSTALLATION INtO ELFS WITH METAL STUDS SEE SHEEP 20. T4 12 1Q 9 7S 55 3 - 14 12 10 &S 7 5.6 4 3 14 12 8 BS 53 4 3 - (&) TO E%ISfINC CONCRETE BLOCK:(ASTM Cr90) 14 t2 a 9 6 6 - - 14 T2 10 9 8 6.5 5 75 14 12 20 85 8 5 4 - -t/40 TIPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.SUILDEX 14 t2. B 65 55 3 - - 14 T2 10 9 $ ISS 45 3.5 11 12 10 8 7 5 35 3 t/40 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 t0 9 8 e - - 14 12 10 9 $ T 5 4 14 t2 10 9 7.5 55 4 3 -t/4 0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,NC, 12 TO $ 65 4 - - 14112 9 TS 8 45 35 - k4 OS 7 5-5 4S 3S - - -1/40 TAPPER+ANCHORS A$MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY T4- 11 7 83 T 4 - - 14112 10 9 TS S.S. 4 - 14 12 9 7 6 45 - - COMPANY OR ANY'OTHER APPROVED LICENSED OR AUTHORRED VENOCIR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. t4 11 T g5 4S - - 54 12 t0 9 TS 55.4 - t4 12 8 7 6 4,5 3 - 6•-0• k4 12 70 9 8 65 - - 14 T2 '10 9 B 6 4 - 14 tZ 10 8 6S 5 35 _ NOME& t4 72'85 7 55 3 - - 14 12 8 6.5 55 4 3 - 25 9S 6' S 4 3 - D.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP VN/CAP ANCHORS AND TAPPER+ANCHORS 5�1 1/4-AND TAPCON 14 12 95 7.516 - 14 12 9S 8 65 5. - - 14 12 8 6 65 4 - - VITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', 13 95 65 5 3.5 - - - 14 12 10 8 65 5 - - 14 12 8 &S 5 4 - - g, . 14 t2 10 9 $ - - - 14 72 to 9 TS 45 - - t4, t2 a5 7 5.5 4 - - 82)MINIMUM EMBEDMENT OF 1/4.9 i 3/4'ALL POINTS SOW-SEr ANCHORS SHALL BE ENRRELY EMBEDDED INTO THE.CONCRETE BLOCK NO 14 TTS 75 6 4 - - 14 $1 7 55 5 35 - - 11 8 55 45.35 - - EMBEDMENT INTO STUCCO SHAH BE PERMITTED.1/4 0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 85 7 SS 4 - - 14 745 7 SS 6 4S - - ETOST.AND i'M04MdUM FOR WALLS WITH NO STUCCO. 115 9S 55 4 - - - 14 12. 9 7 6 4S - - 14 11 7 55 45 3,5 - - SO'-O- 14 12 t0 9 75 - - - 14 12 10 B 65 5 - - 14 12 0 6 5 4 - - 9.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DXSTING WALL OR FLOOR, T; t05 7 5 35 - - - 13 95 65 5 4 3 - - 10 7S 5 4 -3 - _ ANCHORS SHALL BE LONG ENOUGH-TD REACH THE;MAIN STRUCTURE BEHIND SAID WALL SNISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES Rf &8.2)ABOVE FOR INSTALLATIONS ON VINYL SITTING OR ETES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER T4 a 75 - - - - 14 15 9 6 5 4 - - 1 9.5 6 5 4 4. - - ) t0.5 8 S - - 24 T2 8 ISS gS 4 - - 13 t0 65 S 4 3 - - FOR INSTALLATION NCO ETES WITH METAL 5Rt45 SEE SFfrEET 20- 11'-0' 14 12 111 - - - 14 12 9 7 6 4S - - to t05 7 55 49 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 9S 5 - 12 9 6 4S 4 3 - - 9 714.513.5 3 - - 14 70 7 - - - - 14 1R5 7 5.5 45 - - - 115 85 ISS 4S 3.75 - - 0.5 7 45 - - 14 115 75 6 5 - - - 12 9 6 4S 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING Rt1A7%INS10P FOR ANCHORS. F D STaMCE VERSUS SPACTWO SCHEOULF FOR ANCHORS-, i2,-O. 14 12 ib - - - - 14 72 8 ISS 5.5 - - - 13 70 ISS 5 4 - - - �.C..._.(� 1t5 85 45 - - - - 11 is SS 4 35 - - - 8 6 4 .3 - - - LM"M ANCHOR SPACINGS ARE VALID FCR-EDGE DSTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE'ANCHOR SPACING T3.5 95 6 - - - - - 13 95 65 5 4 - - OS 8 S 4 - - - BY MULTIFLYING SPACING 5HO:t'N ON SCHEDULE BY THE FOLLO4=FACTORS: g g,g - t4 10.5 7 53 4.S - - - 71 69 55 45 35 - - - REDUCED SPAT=G6TNUED USING FACTOR SHALL NOT BE LESS THA•1 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. k3•-O" 14 12 - - - 14 114 7.5 6 5 _ - 12 9 6 45 4 - - FACTOR 6 - - - - 10 7S 5 4 3 - - 7S SIT 4 3 - ACTUAL EDGE TAPCON TAPCON WITH TECHNOLOGY ALL POINT 50110 SET BLUE TAP W CAP TAPPER'+ 25 8.51- - - - _ 12 9 6 45 4 - - - 95 7 5 4 - - - - p TNREAOFORM TECHNOLOGY / MIN.SPACING 8 5 - - - - - 13 95 65 5 - - - - OS 7S 5 4 - - - - 1 V BLADE OR DLCTANCE �,SPACING 3' MIN.SPACING=3' MIL SPACING=3 1 2 MIN.SPACING•+3' 3 3/4' 4' - - - 14 LOS 7 55 - - - 15 &S 55 43 - &D. /- 14•-0- _ _ _ _ W POURED CONCRETE& D E ca7G�TE MOOT POURED CONCRETE& POURED CONCRETE&ft36Q0 CMCRELE CgJNWE ROOK 10 73 - - - - - 9 7 4.5 33 - - 7 5 35 1 - CONCRt�E BLOCK CONCRETE BLOCK CONCRETE BLOCK 11 8 55 45 - - - - 9 65 45 - - - Dd ALN F"D.BL MN EA-3 TJ2'MR.ER-2 ItT 7411 ED•3 1 MN EQ•Y 14`t.�•`3 1/2'LIJ EDL-2 tJT 7.5 - - - - - 12 9 6 _ _ _ 9.5 7 45 - - - 3' tO 0.90 2.0 0.78 1.0 0,84 1.0 7s'-G j4 - _ - -� - - 35 t0 65 - - - - - 0.5 8 5 - - - - BLADE WORKING EI ./4' 0.81 1.0 - 0.67 1.0 g - - - - - - aS 65 4 - - 65 6 3 - IN UNI ON _ - 85 6 4 - - it• 0.71 0.5t 5.5 - - - - 9 65 4.5 - - - 0.97 - - - 0.436 _ _ _ _ t0 7.5 5 - _ _ _ ' 0.35 - - - 0.35 - - 6 4S 3 _ - - 9S - - 95 7 s - - - - a 6 4 - c- - FLORIDA BUILDING.CODE(NonHighVelocity urricane Zone ittit+ � �! ����„ 02017 TILTECQ,LAIC. ©2017 EASTERN METAL SUPPLY,INC. ,a .•• s A a BERTHA HVTM ° - 1 L M757 .4 c. AAn S■S■A►■ Accordion Shutter System oKV IAADE#i W/OR W/D H.v WNWW BLADE Q i a'fl: +'♦" l� TILLIT TESTING & ENGINEERING COMPANY Americtstt Shaffer Systems NaDESCRIPTION DATE DRAM ax L.C. •. T'��QF ?* ; 63ss KV4 369,,SL.SKo.395,W=A GARDOM FLCRU 33t Association, Inc. t OLD t5-O65 7 /t DATE 07/27/17 ` z 'mac e2 Ph-:(305)$71-1s3o.Fo 4268 W :(SGs)$7T-i537 estroods Drive z DRAWING No t 6- 1:l7h0a aocl.Cam West Palm Beach, FL 33407 3 -�t�1 •.., V itt E8-0006719 4 A WALTER TIUT P.E. P. 7-�Q7 F P.E. >A"J' I#�fDATE LowGA uo.g 44767 6 SH13 OF 20 d >i :PIC I 2 sem. LU cm r-I I z 0 —Z) cm In 0 t5c mM a: z oxNw 13 pal �V 0-Ih cal m in M, W Mm (A ro E Ln u 0100'a 0 > (D C-4 INA I F m I I 1 1.1 1 1 1 t I I t I 1 1.1 1 t I I I I I I I La Ad :1.10 A I ......................I...1.14 ...... 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SPRUCE PINE SPRUCE PINE SOUTHERN PINE C4.. 2 W/ MW. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/WN.Cw0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/MIN- G=0.43 W/MIN. G=0.36 PLYWOOD haQr�c o 5!R W/ MIN. G=0.43 Yl MIN. G=0.36 usmuw SPAN QQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGSE ALL MOUNTINGS B.O.WALL MOUNTINGS RI, N, O & R W& X M, N, O & R W & X M, N, O &R W& X P & Q S&V S&V S&V IF47tEGL'S 1'ff9EE rA`7:{} 0R7N RT7ii RT�IFEFA:G L")571E�Y&ll'.StOvRE O1W^(p1) amiea^aI M1-TM MM awx 6ml a7ww ' 7LS71f MSr:.ERLma DL'O(.'d) SSW Inc,NM.Ri4L_m aL.4 , naocF.7FSFE Loc y>Q R54',T_ff£STER?6 $737 R%v-rYtC718i13 p1ZS(,h.} 30 40 60 75 90 05 30 40 60 75 90 ,OS 30 t0 60 75 90 D5 30 40 60 75(90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 fi0 75 90 QS 30 40 1 60 75 90 05 •,.0'OR 12 10 t0 9 8 8 6 6 6 6 6 6 12 IG t4 a 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 E 6 6 5 4 4 4 3 12 12 72 i2 t2 12 12 12 12 12 12 12112 12 12 12 12 12 4•_q' r2 10 10 9 8 8 6 6 fi b 6 6 t2 1Q SD 4 8 e 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 t2 72 t2 12 72 12 72 12 22 72 12 12 12 12 12 72 12 12 5•_ - !2 10 t6 9 8 6 6 fi 6 6 6 55 t2 10 i0 9 6 8 8 6 6 6 6 5 t2 tp 10 3 8 7 6 6 6 5 6 5 6 5 4 4 4 3 72 12 12112112 11 12 12 12 12 72 12 12 12 12 72 t2 0.5 g•_O- 12 10 t0 9 8 6.5 6 6 6 6 5.5 5 12 10 10 9 8 5 6 6 615.515 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 .5 - 12 12. 12112 12 12 12 12 12 12 12 12 12 12 12 12 10 6S 7•_O' 12 iq t0 9 6.5 4 6 C. 6-S 4.5 4 12 10 10 9 5 3 6 6 6 5 14 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 t2 12 12 12 12 12 12 12 12 12 10 12 12 12 0.5 8.5 7.5 8'-0' 72 10 t0 7.5 4.5 3 6 6 6 5 4 3.5 12 1p TO 6 3.5 6 8 5 5)3S 3 12 10 70 4 - 6 6 5 .5 AS 3 6 5 4 - - - 12 12 t2 t2 12 12 72 f2 T2 12 71 9.5 72 f2 1.5 9 7.5 6.5 g_q' t2 10 70 5 35 - 6 6 5.5 S S 3 12 10 9 4 - - 6 6 45 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 35- - - 12 12 12 12 12 0. 12 12 12 t_9.5 8.5 12 12 10 8 BS 5.5 tptq' 12 10 7.5 4 - - 6 8 15.4 3 - 12 10 6 3 - - 6 6 4.5.513 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - 12 12 12 12 1.59.512 12 12 10. 8.575 12 12 9 7 8 5 1/'-0" 12 10 5.5 - 6 6 4.5- - t2 10 4S- - - 6 5S.3.5- )- - t2 20 - - - 6 5S 4 - - 6 5 - - - - 12 t2 T2 t2 i0 8.5 72 12 72 9.5 8 7 t2 t2 8 5.5 55 4.5 12•-O' i2 1Q 4.5 - - 6 E k - - %2 10 3S- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - 12 12 12 7.5 9.5 B 72 12 17 8S 7 6 12 1,5 7.5 6 5 4 72 10 - - 6 6 - 12 t0 - - - - 6 .5 - - - 12 7.5 - - - 8 - 4 14•-O' 12 10 - - - 6 5.5 - - 12. 7 - - - .5 4.5 - - - 12. 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 72 95 8 6 t2 f2 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - _ - 6 - - - 12 - - - - 5 - - - - 72 - I 12 - - 6 - - - 12 - - - - )- 5 D HV BLADE OR HV BLADE W/ I{�A HV WINDOW BLADE WORKING IN UNISON* SEE UUR 's or U.,FDR P.tACE�uyl CN"ECK 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na 2 W/C.-0.55{MDS) -1/4'0 TAPCON ANCHORS,AS WNUFACTURED BY LT.W.BUILDIDL W/MINIMUM WEE.DMENT AS INDICATED AT -DOUGLAS FIR W/G-O30(&DS.) EACH SECTION ON SHEETS 16&17- -SPRUCE PINE FIR NORM W/C-0.43(N.D.4.) EXCEPIION.SEE NOTE 2 SELM. -SPRUCE PINE FIR SOUTH W/GR0.30 -MIN. t/2'CDX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW COU NO SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2075 SPECUICATIGNM 4.ANCHORS SHALL BE NNSTAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECGlCAT10NS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 @2017 EASTERN METAL SUPPLY,INC. 1111��Xt +�� 02017 DLTECO,INC- • ' ......... ; = BERTHA^ fNVTM Asia VrMo 7,t4�. w ■ Accordion Shutter System H.v. BLADE#1 W/OR W/O H.v.WINWW MADE :.p TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEv.H DESCRIPRoN DATE DRAWN BY: LO %Ai Z 6355 NAY.36tH St,Sl,20%VXM%1 GARDEN'S,FEDWCA 3316 Association, Inc. 2 OLD 15-485 7/27/ti DAM 07/27/17 11 Pb-.:(305)B71-1530.Fa :(305)871-1531 4268 1Vestroods Drive 2 DRAWING No ,,,♦:`.\ 11111 a-ma��61��D6?19Lcam West Palrn Beach, FL 33407 ` 17-107 �.jQh'14L 7111i WALTER Z TILUr Jr.P.E. {+ FLORIDA Uc§44167 5 SHEET P.E. SEtCC%StCifACURE/DATE 6 15 OF-20--- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 2 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1)ONLY SHALL /r-WALL FINISH BE LUTE - URE RATING, SEE SHEET 19 FOR MAX SPAN & M TO 105.0 120. A.S.D. DESIGN PRESS 1—1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH 13LADEX& (A) WORKING IN UNISON TTA C�N V P. ADVANCE -0 TAPCON OR H FO TECHNOL 1/4 'tjl�,/2" /2 I.0 TAPCON!�T ADVANCED THREADFORM TECHNOLOGY PENETRATION V/ L / 1 1/2 Ll—PENETRATION Of THREADED AREA TO VITSUNG MIL SEPARATION OF THREADED AREA TO OR FXGMr,Y,=D HEADER. 00 HEADER.(SEE SCHEDULE ON SHEET 15) TO MASS(SEE -1 SHEET 15) WO 1/4'0-20.1,3/4*S.S.MACHINE SO4ED=Or,iW SCREWS W/1/4--20 NUTS I I MR SLADE OAZ— OR @�R@ F ON SHEET 19 FOR I.V. 1 0 12'O.C. im (SEE SCHEDULE 0. EXISTIN(; CLASS---4 OR 3CU T'll DISTIN F! 4L ING HEADER REQUIRED i CON OR TAPCON WITH ADVANCED I HEADER,REQUIRED _.iHREAOF A TECHNOLOGY W/1 1/2- EXISTING 8 SEPARATION t MI..PENET ON OF THREADED AREA TO GLASS---j MASS(SEE EXISTING SO TO GLASS sHEET vS) ON SEPARATION IT ELADEr,,,— EXISTING �—(.r-SCHEDVLE ON SHEET 11) (SEE SCHEDULE ON To RR GLAS" ZIX4-CCHT�SI & —E, PLATE REO'D. BY WALL HEADER INSTALLATION (�)jff._WALL_,$A1L INSTALLATION OM HVA H INSLA ON _qj TIM SEPARATION TO CLASS MIN.SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 11) EXISTING -4 S' E%r (;% (SEE SCHEDULE 0, NEEF JtT MIN.SEPAPATICTI TO QASS EXISTING S CONI,(SEE.0raULE n SHESHEEPIT) PLATE1/4 2 -S. E7T 1/4-0-20X3/4-S.S� US ,1 III ING -20 NUTS WALL MACHINE SCRF4S W/ 1/4�20 NUTS 0 A2' it'd 0 12'OIC D.C. H FINISH OROR@ @ ED FT T OF WOOD PLATE 94— ED I LIAE�1. X r hr". "T 1/4-0 TAPCON CF1 TAPCON WITH ADVANCED TKREEAOFORM TECHNOLOGY W/1 1/2- _ET �244_CO.. Ill Wim PENETRATION OF THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED PLATE .0 AD I 1`t 1EXEMNG WOOD HEADER, EE �L-SILL .Q'O (SEE NOTE,1/4'0 TAPCON OR V21 1 - SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/1/2' N WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I THREADED AREA IfITO PLYWOO N—ALL k: /2L MI,1L C;�,_\ /C SHUTTER EM V,.PENETRATION OF 0 TAPCO j, 0 1 1 1 WALL FINISH ,1/4REA ffORM TECHNOLOGY SH R AS$ BLY. EE SCHEDULE ON SHEET 15) ExisnNG MON 27x4" PLYWOOD REO'D. 1 2' M;'.PENETRATION OF 2-MOUN7ING SECTIONS CAN BE L1/Z7 RCN.Cox PLWIOOD REO'D. STUDS 0 ls'D.C.MAX__j WALL FINISH-"THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (g)HV WALL SILL INSTALLATION REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. �.STWG 1AT41.27.4"STUDS 0 Te O.C.MM REWD- ATTACKED TO STUDS IN BE ATTACKED TO STUDS IN ACCORDANCE ACCORDANCE WITH PLYWOOO TO SECTION 23M OF THE HV WALL SILL INSTALLATION +SEE M U§TIONS OE E OF 13WE ON S H�NA'K'SILI!N'SITAU A TJ 0 IN F.B.C. @) FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' 'E'R A. Ir j 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A W7rS &A Accordion Shutter System =5 E KV. MADE#1 W1 OR W10 H.V.WINDOW NDOW RAMcomc.\ . . American Shutter Systems REV.N� OESCIII711011 DATE DRAWN W-. LC. COMPANY & ENGINEERING TILLIT TESTING SMS M%36�st,st,ZOS.V=m Gmzrs,FLORox 33166 Association, Inc. I OLD 15-085 07/27/17 DATE- 07/27/17 pi'l.(305)871-1520�F�;(305)871-1531 4268 Westroads Drive 2 DRAWING No M.I: West Palm Beach, FL 33407 3 ES-OW6719 4 17-107 14ILTM X TMUT J, P.E. FLORIDA Li.111"167 5 SHEET 16 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 21,•Nut.11a0D s1uDs F�Dn. �"slicrs REo a�voa . aroD9. 1/fib tAFt2a 1 . . . f#,, ,- '" F ,' l rz1'SGL I,=Ay�e.nyEaE1 ' a•oc T "{ +. ; xtxa 5nms. � t f 1 114\ I/ Vs+�sZtatsc0 SIMS FCS sz L V/L •`/ 1 fj/) 1 I 44 II F¢aN DXa Tar.GLASS "1 PmLYtit'Mi Ir Fo J`I • �r—fl45Ptq CLASS" �E%15MU G1.155 DOS=GLASS ts4 4- SILOS Mr. Ij uYt 1"tn.'OGa:"� F aT'aAcs +/r 1g1W..04 �" to GL/S($EE VV`44 SPA4ACa2 ret:EFAPAXIV =K=crr FLYMCIL. .•fET.3.1FAX,• II-OR i3X U10 ro 6V.•5(SM t!2•N¢L CalR m CLASS t5S It a.9FeT 19 TSt (C�e1C4a)CWS" ..w �• 01 StTT 9 i� Y �£LRt a!9FEF Rme_a. xlz'- int f �RO t� it FIR E3ADE.$tRd) Bfusel7fl IBIJI. at SIMI 19 FOR � aF IlUr 9 FOR aAtcsry)A''�+ FLTC( s t z" # taasN arttS@4 au�.0)nV 1/r Brit �y S _- aEQT I A .¢yx,r¢x Y Wx. �i6x(2-.cuc {4+nn5 EtEls-.SySs-R' i a ac F1a.1tr sxs _J uuvrans av 545,S'L To ala¢C. 4 (v hoal/z• (go At I OR 5EE z x tc VOR Ir Do Tx sat C'. 1 OR&* SEE GErAL x FLR t OR - { r 1RAa¢ �c Cv..+�cncir'i L, L�"©• O':L?•r .aft. .,o. SME:C aE�ma t l £4-r• •rL. m -£3 `s 1 - x3 mx�ns L3 5 Q- f3- + � ^0-0-S,-0- 'Its J CG L�>J U f$- -L31•{�.5�3.p . O•7•f,-@ U•t^s- i -?3•f�-�CT- O.r.�t&.d,-i�.#� '�•4".v'-a•�-vi�i> C?-r.�•Lr,-a:�•S� END dNNECTION DETAIL ?� - NO CO NECTION DETAIL END CONNECTION DETAIL 4' S SND CONNECTION DETAIL EpSx¢G .csctrsaD G1+iS Fax SPANS cctaTtR vuv xr-o^ F-CLASS a,v eat tt000 /ea racaN At1ms 1fsa 7Ax:e1 )so.1/r sits snxs RFnn ffi/x:Ir eat R/s 1Jr tau eia ae I Em71r_CLASS—.", GLASS-." f FtNCTFAiit.•F o 12'= FfNEFMiSCI o IY'aC. lst$EP:3U'Ial rsatu�as(�M d • SEE BLADE @ ONNS OF SHEE U 9 FOR To CL Ps(Sw 1\Fat ElA[E m/.�0 is CLAM(SEE a151{EF f9 rai 1efm i904 gD` 1/z rrN .:• 1 `! 1 y t arcESTa s {` .r _. rte._- a=e. U.Xsq)& 4 �1}OR' � t E#/ •/ J jh'uar.1 /r -`i (DOR�fAa 1 M 4 f VI EN d'.> -s{'•7 s o-+,(v3-` -.erxLrevs» SUDS FU D.- tuu - -'a?a'�•2�-GTM'to. - �.• �.. Z ,a.D-fle�'4 • sLros m% PLAN fl-C77•�G-fJ•G•�- �'7�•C7q-�`Q'�' aj.£g- •f3-�s•Es Q -fir f#- t3 DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zona' yliy �. •, •. �� 02017 TILTECO.INC, @2017 EASTERN METAL SUPPLY, INC. icnis •,T ___ BERTHA HVTM A S 5'i A Accordion Shutter System /7iLEcr NC. ■ ■ KV. MADE#1 W/OR W/O H-Y.WINDOW MAX TILUT TESTING & ENGINEERING COMPANYAmerican Shutter Systems EV,NC DESCALF71011 DATE DRAT.N BY: LC. 6335 1,-,3'.'St,st.<3os,MRC¢ CARDVtS.FLCP=Zk33fe. Association, Inc. 1 QLD 15-085 7f2T(ir GATE 07f27j17 • T+Ocaa:(305)871-1530.rax:(305)877-1531 4288 Westroods I[DAve 2 DRAWING No -m 1 et tit-04..Laom West Palm Beach, FL 33407 3 rrt1Jn,y�Al ••��' E8-00067t9 17-107 •^svl�+Y/YL `,•• WALTER 0,71LUr Jr,P.E. 4 P.E. SEAL/SIGNATURE/€}ATErLoFmA Uo.9 44167 5 SHEET s 180 20 GENERAL LIMITATIONS AND CONDITIONS OF ISE FOR BERTHA... sem ' KING IN A G y L L+.V(.A.S.D.DES:CN PRESSURE RATING:t110.-110 pzl. ? 2.UA%SHUTTER SPALL 96' 3.ALLOWED MOUNTINGS A D.G&N ON SHEETS 6,7:AS WELL AS MOUNANGS M.O,I.U&W ON SHEETS 16&17. ?�� ONLY CENTERNA 2 � kE CALB RI OR , ALLOWED V61M OP/.'rOINC[AYOttT,tti CASE OF POSING } r1�4,;ORSYGITT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS.SIDE OF 05 Cu n CEJ MEA.END • + • • • • y 5.(A)11 e11=BLADE to SMLLL ONLY ALLOW A HAXIMUU OF 5 OPENINGS (3'a NGLES)EOR Q4 PER BLADE AT SPACINGS SHOWN ON SHEET 4, (B)19N.C[BARAtICE FROM TOP OR BOTTOM EDGE OF LTV WINDOW SLADE I@ R'sLY.5 WtLNIIOVFa OF ANY 3`a HOLE FOR AMP DE 12'. ALLOWED AT HV„ w. �• WIROM-1 BLADE 0_0 ¢ (C)FIRST OR LAST BLADE COWNG OUT FROM STARTERS AT ENDS HAY BE NV YnN'OOer BLADE 1�7 F • • (0)HV DWI BLADE l.A MUST 8E USED ALTERNATE TO A SOLID W BLADE 1Q TNi'mt1GMOUt SHUTIFIYS WIDTH. X MA NALL+ + + • M I.1 BRACE t AT EOHFR 570E OF ALWAYS BJSTALLED ADJACENT TO A SOLD HV • + B^a^ Yb r ` : ' SEE END (F)POLYCARBONATE M!WINDOW®SHALL BE INSTALLED SO TABS FACE g� THE INTERIOR OF THE OPENING BEING PROTECTED.HV VANDOW, ML ST BE CONi4ECDON t A a + �' •' {>) ONLY 04STALLED AND LOCKED USING A HV SEMNG TOOL PROVIDED BY ASSA, DETAILS ON SHEETS • + g a 11 INC. 10&18 TYP. 17- 1-S';t Pj,HEFCHr. j . B.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WCOD FRAHE S^�At BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z ,P d ,f, t&2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED iv = CONCRM'OR CONCRETE BI WA WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I&2.ABOVE). 8.Mm'LMUM SEPARATION TD GLASS SCHEDULE,PER ASTM E-1996: (SEE Pwf FOR REOUIRE)AENTS) � n � II R TYP TOP&BOTTOM yr �OR.�aq7 WIND ZONE Mi"SEPARATION TO GLASS uelTm enont- :7Ha11 3 1" ELEVATION KAM SEPAPXIGI 70 CLAM E%ISTL`NG CLASS - ON FOR r:.\�--_-_----- --------------- RMATES W1&CMERIOR OHM I'ffMA1jfFnj1G CE (� TYP. SYMVE[RICAL CENTERLUTES 21 \�` l,r— -• / (um+.'x'.2' J W/ W/o�3 (sNo7E a ABavE) PIAT TYPICAL(1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE Q14 SHUTTER* FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zane' '`'11 y�:•��^C��n�••:�n 02017 TILTECO.INC. 02017 EASTERN M?AL SUPPLY,INC. BERTHA HVIM 1L EC O �N�. A■S■S.A. Accordion Shutter System L� .# H.v. B(ADE#t w/OR w/o H.v.w,NDDw MADE "� :•'iJg :'•'.t; TICCIT TESTING & ENGINEERING COMPANY American Shuffer Systems ,N C. DESCRIPTION DATE DRVW BY: L ��`"�•�C ���;•�'1'!+: ew N.W.tern.s 30 ..Ste. 5,MRMIA OARDEM FLORWile 7e Assocfofton. Inc. t OLD 15-085 7/27/I DATE: 07/27/17 n ti' Pho..:(305)871-1530.F;(303)871-1531 4268 Westroods Drive 2 DRAWING No 0-m 1:tat maxm.Co. West Palm Beach, FL 33407 3 1R EB-G006719 4 /7 .1 I 07 V "•�" NYt9 a WALTER A.TILLIT h.P.E. g SHEET FLORIDA Dc.d 44167 P.E. SEAT./SIGNATURE/DATE 1 6 19 OF 20 1 ,12.x,63 Tf��t 1' INSTALLATIONS Wf (D HV BLADE & HV CENTERMATES (� �2.�a M� fSn./SRA A-653 GRAD£40 fin• VARIES 1 � } G-60 GARY.STEEL I 2 u°`� 43b INTO METAL STUD WALLS �` -0.083- V- „ -- METAL STUDS AT 16-O.C_ � ----- i Q6 O.C. 40 41 J 1142'o NOMINAL W W — 1/2' 38 �` EN I S AND ON I S ALUMINUM SLEEVE ° FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6033-T5 ALLOY Cr a/4:a 1ta=oa3s Tf-HA SYSTEM INSTALLATION TO METAL STUD )HALLS COUL GAY.STEEL TRACK LrouaEt,i e 6"o.c. a 6 o•c-�,, ° �{. SEPARATION TO GLASS SCHEDULE ASTM A-E53 CRAOE 40 We G-60 r / {i ) 3A00" cuvwrzm FASTENED TO STUDS i /� 1. MAX. A.S.D. DESIGN PRESSURE RPMNG: +75, - 75 (ps(} MO W/(2)16x1/2•TEX SCREWS ON i EXISTING F114MHj'`[ za INTERIOR&EXTERIOR FACE AS AFPUCAe-E �•-� , i 2. MAX. SHUTTER SPAN: 84"' WIND ZONE MINIMUM { p, ASTM E-1996 SEPARATION 4x LENGai+ T" I N.SEPARATION {• 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS Ewsnxa CLASS TO CLASS 3 N 4. ONLY ENTERMATE 21 Wf 24 HY LOCK ARE ALLOWED 1 THRU 3 1- 43 1�4"6-20X3 BOLT MUST PENETRATE 3e T" WITH 2i ARRANGED A SY METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" _ 1 3/4'x s 1/4 x o.o3s"raa ym# ExSThG MISH i 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250' 373 .Oso• CONI.GAY.STEEL VWX Cf/PNNEt., AS FPPUCASIE ,s, {{ CENTERMATE. .*� AST16 A-653 GRACE 40 W-T r CALvAfn2ED FASTENED TO STUD$ W/(2)B6x1/2-7EK SCMUS ON { 43c 430 {r r n' e INTFRlOR&EXTERKIR FACE r r " x°i 1/4"0-20 THREADS O 6.O.G. O 6"O.C. BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 f 4"f_ ELCO CONSTRUCTION CENTERMATE 2i APPLICATION VOT14 BLADE i0 PRODUCTS FAB-LOK HD 4 8'x I I/2".0.035•TWCY. w .RIE'S ® 6- O.C. COMPONENTS l .ASTM A-653 GRADE 40 -";2=-{ nF.e.•.,• Min.0-60 GAW.STEEL T" "-. ,._••-•--; MS /ALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16"ox. lMn. -:) EXIST NG F1N6H AS PPPLlCAH1i SCALE 3/8 i• ` (TYP,TOP&BOTTOM} _L S 2 3/4'x 6 1/4"x 0.035-TKCK I&, ) CONT.GFLV.STEEL TRACK CHANNEL, �Ex6TING GLASS—— - - - - - ` { - ASTM A-653 CRADE 40 Km-G-60 •.--.,�- --e�---�T_;_. - _ - - _ - t GALVN+t72€D FASTENED TO STUDS {_ii {'. _ i 1` _ 1^;. i I i vr/(2)�6xT/z'TEK saREws oN,. {• SYMMETRYCAL SYMMETRYCAL �: -'- �:i i� , i= - r i } INTERIOR&EXTERIOR TALE 433 436 433; - '*'- MIN.ELAS 710N vA2. {• CENTERMATES W/;'' ;4^`= CENTERMATES W TO GLASS z" _: •, , SEE SCHEDULE) Max. i i 1 4• { .;EXTERIOR ACCESS SIDE: . .INTERIOR ACCESS S40E ; { ----------- - -- 1 N --- _ — _ — ------- _ - 24 --------------------- ---------------- -- ----- - ----- — jl ------- =M__- 12 — _ At- ------------ ---- _- - --rw===--- -- ------ - ----_ - -- - - -J - - _- --------- -------------- _ _ __--- --- --- - - __ - - —_ 21 21 r 21 1 LOCATED AT 12 r -- - _----- -- --- HV HEADER/SILL ENDS ![---—--------' ---------------------'- _ ----- -- ----_'_-- ---- - *CK L(� VIEW Y ,} X35(6"Mia-) 1 \-(24) SIDE CONNECTION TO TRACK \% 1 2 3 1/4"(Tro-)-6 1/z"(TYPE) i -7.- 7' 6 1/2"MAX.SLACK * (�Oa .Y® HVA BLADE SLACK DETAIL HVF HVC FLORIDA BUQDlNG CODE(Hon High Velocity Hurricane Zane If Q �'t/A' 42017 TLLTECO,INC_ 02017 EASTERN METAL SUPPLY,INC. SS\ CB; .0�J�= BERTHA HVTM '1 A.'S.Si.A■ R�Accordion BLADJEE#t W/ORR W/L301ilVtttM System LE T ' American Shutter S TILUT TESTING & ENGINEERING COMPANY Y MV.N DESCRIPTION DATE aIw•fN er: Lc. Systems 3355 fxw-363,St.St-30A,tR°�A GAROa9 FURVA 331e Association. Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Phone:(305)671-1530.Fax:(305)87+-1531 4268 Westraads Drive 2 DRAWING No 1?A:'�tV 41'x` a-maFNB talecooas eam West Palm Beach. FL 33407 5 w�" •,.......yy ^�.� r4 WALTER A TILUTi Jr-P.C. P.E.(SVEkc TU E*DATE FLORIDA 11a. a x167 s SN 24 OF 20