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HomeMy WebLinkAboutProduct Approvals 1/20/2020 Florida Building Code Online BCIS Home i Login 4.User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map ( Links search i I'dda Product Approval ' ,USER:Public User Product Approval Menu>Product or Application Search>Application-List>Application Detail (� , FL# FL389-119 S�rh' 5 Application Type Revision �O Code Version 2017 �4��90Pod ©� Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,.Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastern metal.cREVIEWED FOR Authorized Signature Bill Feeley CODE6P�p6�INCE Irodriguez@eastern com 9� LUCIE COUNTY Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email He Copy I , Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LO Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. 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. I sib Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF F1-389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards I Certified By I https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8p/o3d 1/3 i 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated' 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved! 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-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 SHUTTER 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,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, Ili 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, it and 20 respectively of installation Created by Independent Third Party: Yes 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 II AMERICAN SHUTTER SYSTEMS ASSOC.,ZINC. 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 for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes I Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 j , The State�of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement..Refund Statement Under Florida law;;email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: htt s://florida uildin o _ p b g. rg/pr/pr_app_dtl.aspx.param wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8/o3d 2/3 - GENERAL NOTES.y --- 1,BERTHA H.V.ACCORDION SHUT'T'ER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(SUI EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR K0IIOAS.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU.15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA t: HV BLADES ni & BY MULTIPLYING THEM BY O.6 IN ORDERTO COMPARE THESE W/MAX.(&S,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 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 HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA TIN.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE d 10214.O1-03,J0715,41-03.11044.01-05,11214,01-05,#0317.02-08,10609.01-TO AND{0210,01-1H AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BL ADE()AND HV WINDOW BLADE IAA AND E-1996 STANDARDS(MISSILE LEVEL 0,WAND ZONES i,2&3)&J1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HERE APELICAW -HV WINDOW BLADE @ J0505.41-08 AS PER ASTM E-1688 AND E-1896(MISSILE LEVEL 0,WIND ZONES 1,2, 3)BASIC PROTECTION 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 2.HV BLADE(DAND HV WINDOW GLADE Q 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(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114%1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMAT£ DETAILS SHEET 8 STAINLESS STEEL SCREWS WITH 135,0 k31 YIELD STRENGTH AND 180 k3i TENSILE STRENGTH.PINS SHALL.BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING Df:TALS HN SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Its;AND 35.7 WFOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 8005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- C0I4CRETE& BLOCK SHEET T2 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k5i MIN.YIELD STRENGTH AND 00 W MIN.7ENS7LE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY Wj FLORIDA BUILDING CODE SCORCH 2411.3 1.4. ANCHOR SCHEDULE-- CONCRETE&BLOCK SHEET 14 0,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET T5 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE ID&m WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 1B 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16.779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTERIS TO BE ATTACHED 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/kWN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL FN AND HD CENTERMATES AND ENGAGE OR LOCK ALL NV AND HO LOCKS. AREA 4: HV WINDOW BLADE ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IH ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FUR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATE13 IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P-ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P,ED. (C)CONTRACTOR TO B£RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THUS PRODUCT.BASED OFF THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILRY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SrTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(ROA.)FOR THE PROJECT AND WHO WILL BE ,n R ONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0)ORIGINAL P.E.O.SHALL L BEAR THE DATE AND ORIGINAL SEAL A140 SIGNATURE OF THE'PROFESSIONAL ENGINEER OV RECORD THAT PREPARED IT: _ - FLORIDA BUILDING CODE(Hort High Velocity Hurricane Zone ��''K, 02017"LTECO.INC, 0 2017 EASTERN METAL SUPPLY.UDC. � cris�' ' BERTHA NVTM A A Accordion Shutter System T EC01mc. A.S.S.A.■ ■ KV. RADE#1 WJ OR W/0 H.Y.TMNOPN 8LAI1E American Shutter SystemsLV,H DESCRIPTION CAT[ DRAWN BY: LC. 1 Ai If.C/ TILUT TESTING & ENGINEERING COMPANY r + Association, Inc. I OLD 15-085 712711 PTE: 07/27/17 �i ails x.w.Lau.SL,Su,Pas,MRONA cPROt»s n rich 3316 i D d tr4as Drive 2 1f�c-st:i-,re J� Phone:(305)871-1630.Fox:(305)871-1537 4268 WesDRAWLING No e-mal:V41-00o+. West Palm Beach, FL 33407 3 17-107 _'07 _ n � �FW+ Ep-IXID6719 4 �V1aB1A��,\''1114 WALTER A"LUT Jr.P.E. IW FLOROA U.0 1 44157 s SHEET p.E.� EJ(tStFrNAYURE/DATE a OF 20 ,. V _ � FLORIDA 8UILDING CODE(Non High Velocity Hurricone Zone' _ - -- '---'- - - ... ---- ---- 4,65o' .9 1/4^-24A1/2• .1/1.c O:E CAST 4.5T(S_ 745' ?.293• MT KE.D dt+cA3 J Z --_,- P 4• S3N OUSf:PA ITO tJ4'^2a • + 9 m 1 ) '...c TKRMO �MDEIICASpiAVEI °QJ 1 8 I � ( o � •(- m� PPAM.IED•aDES1.325' SFASS � A59 ,DCR iV A h NETS(c.+Ro4 (CHROVE SIATLO) 21 t!y CENT n ' RATED) UALIFIED FqR USE W/ HV�BLAOEEI & IA, LY f' a so 1 a2" " - IJV LOCK HV EGRESS LOCK 606}-T6 ALLOY AND TEMPEE QUAEIF`iED fOR USE Wj HV BlAO£ 1 & 1Al ONLY °¢/ 3023' 1 QUAUFIEO FOR W/ HV QUALIFIED FOR USE Wj HV 23 HV CORNER CENTERMATE ONLY. BLADE Q& ONLY. 6063-T6 ALLOY AND TEMPER t QUALIFIED FOR USE W/HV BLADE ONLY I-.250'0.0. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ^5�18i• te' J..756- MOLDED To 7 3' ( � � 4.045' 2 SCREW �— nl l l 360"AFTER RIVETING ✓� • I n ''i Q •De' n 1/4"�^205XP.�7/4" BEFORE RIVETING t }tTt{UMBSCREW 1/4"0-20 RIVNUT* 1.6 *SERIES 9444 AWIA44UM<(2024-0 ALLOY)LARGE FLANGE TN:N 2.154�.( '- 3734 t SHEET ItU19ERT,PART/0920,AS MWLUFACTUREO BY AVDFL PLAN " FRONT ELEVATION HV MALE "T" LOCK CiENT� - 4 566 LL �, CHERRY TIXTORti,pARSIPPEtOf.NEW JERSEY 07034 OR EOUu. LOCKER FOR "T" LOCK CENj�ATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY � HV FEMALE "T" LOCK CENTERMATE �y HV "T" LOCK !� yV ALTERNATIVE LOCK 6063-Tfi USE AND TEMPER QUALIFIED FOR USE QUAL1flED FORUSE 1V/ HV OVALIFIED FOR USE W/ HV BLADE 1DONLY QUALIFIED FOR USE W/ HV BLADE MONLY (y/ryV BLADE OR ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1 17 917' �5, „ 3.161 0 3• 1THUNDTURN D63• .214"�� w: .063 ,062' m 4 32 t 6 KEY CYLINDER CYLINDER .274• 09 0.975'Min. .40. Oq .125'Mo.. 31 ��'1 0 0 w OUAUFIED FOR USE W/ HV BLADE 1 & Its QUALIFIED FOR USE W/ HV BLADE(q& lA 6063-T6 ALLOY AND TEMPER HD CENTERMATE'Sm 6063-76 ALLOY AND TEMPER (1� o J AL-i2O QUALIFIED ALLOYi�AND TEMPERE�t & "' 114'a-2o S.S.OR 3t6'o-- t 130' ACLTu 7eruu03ORllxS, 4:1/2" „y,I-TItUMOTUHN (SEE OCTA15 CYttNDER QO OR KEY 15 • , - 1.57 Jin. CYLINDER '?�' .µ ® LOCKING RODS - tf40 ) HA LOCK L.375'P I QUALIFIED FOR USE W/ HV BLADE.01 " ,,hh LOCK.- 6063-T6 ALLOY AND TEMPER �} �,V 3/�-0-16 ACETAL 3`-' HV 1�" 1Zi^2O AISI 304 OY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. --- n5 INSTALLATION WILL REQUIRE A 7/i HOLE_ ____ THUMBSCREWS ___ FRIES--S•S•- USE V1 SCREWS —' QUALIFIER FOR USE—%v1--RV BLADE t & QA DFF([ILLEp AT TRACKS FOR PROPER ED HOLE UALIFIED FOR y NVB QUALIFIED FOR USE W/ HV BLADE(1) FLORIDA BEtILDING CODE Aon High Velocity Hurricane Zone {I 02017 TILTECO,INC. +Lrl^2017 EASTERN METAL SUPPLY,INC. ` `�` it fr,,;` T -- --BERTHA H TM 11 L�H�. �►■ ■ ■�. Accordion Shutter System p i KV. BLADE#1 Wf CR W10 KV.WNDOW B 9X American Shutter Systems I Ev.H orsmPTION DATE DRAWN 6Y; LC. TILUT TESTING & ENGINEERING COMPANY x335 N.x.Lau 3L,5 a 345 NAQNA GRADES.FTGYOA 571 Association, Inc. I OLD 15-085 Tj27 4 GATE' 07/27/17 STATE F ` 4268 Westroods Drivo x •• �—= 4ti Ph...:(3as)6zt-1s3a,roN:(3a5)a7t»T371 —DRAWING No �' • 'Ralik'• w A3 o--maM LtLoc°acac m West Palm Beach, FL 3340? 3 rlrt��'}••...,....•r��1111y WALTER A.701ILUT'J.,P.E. 4 17-107 P.E. ttl° �tA N»VEjOATE r2oAcu Lk. ats7 5a SHEET OF 20 _ SHUTTER ASSEMBLY SCHEDULE FOR HV Q, HV 0 12 MW. Lw Wee r 481 TO BLADE TI P @ EW �lA HV BLADES 'HV W10OW BLADE ,f 06`2v-11 v EXICRAIR .0625 .0625' KV BLADE IIA BLADE'S Y HV LONG RECESSED NYLON BUSHING 2 KNUCKLE .0625 3O IWO HV SHORT RECESSED NYLON BUSHING R1.77 op" )OR HV NYLON HAT WASHER (03 50' I . 41 HV WHEEL CARRIAGE AJSI 302-303 SERIES 2 X 2 7/8 0.870-x3/16- THICK NYLON WHEEL. 3 HA WINDOW 315u � CuN;:N, GABS% AISI 302 SERIES S.S. RNETS SEPARATION BETWEEO62s' -0625 3.7500' 63,8 @ HV 1 3/4- ACCORDION PIN W/ 111SLAD 8 HEAD EXTERIOR OPENINEGS CENTERS jE 75 8 ON F11M y 75w* @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD t-2 1/4 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW T sEwE" TYPICAL HV WINDOW BLADE ANN WINDOW QU POLYCARBONATE H AIL (D OR @ or @ .41, N.T.S. @EE NOTE FOR .0 VE IREMENTS) i (D OR @ POLYCARBONATE IMPACT RESISTANT HV WIN DO HV 03 (1h BAYER MAXROLON 3103 POLYCARBONATE I 4 f 1 12"MIN.CLFJR4,10E RESINS, UV-S ILI GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 10 BLADE San U INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "I'" ON SHEET 19). T OR' 0 (1) HV PIN (D SHALL ALWAYS 13E USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ) OR EXTERIOR &%Ar_A= RESNT HV (9 BLADE. 7CAL SHUTTER ASSEMBLY ranCAL PF40pvqm WAIVARD — HY P01(9 OE AT _A/_ (2) HV PIN J9 MAY BE USED IN LIEU OF 0 AND ONLY AT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D o.3024 BLADE's KNUCKLE SPEC=CPAYM 4w 07w &VV.3VVA.* 0443 WI: (SEE NOTE *FOR BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. REOUIREMENTS) vEaumte .0�4 111ma I'=Mawl. ASTIV 06M 91�PA-1- 9.wa V"� FLEMAn SM--TH AV WLI) ASIVJ D?" p"I 13.490 P.'L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER I FLMRAL UM&K AMI 0290 31040 A..I, 30.00(k p.A SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Nomial=0 AStU 02" Is 17"-w. SHEET nO suDKE ovisp ASIU D2W 47.2 S 64.5 9 IAAX ffEL CARRIAGE DETAIL • Ali PAN AT OURNWO AMU D= o-1 CASS C-t CIA= .?EMBLY LAYOUT Sur 4UMN AVU 01929 1040 980.0, %tknim• AM 0155 MM'kE STWA4TH Anal*rA16M"91 AVIV 00 9302 pme810 L_Am� m M HV BLADE SOLID IIA BY WINDOW BLADE DETAILSITYME Slims BEFOW xtgtvma— P..J. -1--- NJ S, FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC- % BERTHA HVr',' Accordion Shutter System "IL EC0jNc. A.S.S.A. KY.MAX#1 W/OR W/O H.V.WN[M BLADE qEVo No 11000PHON DATE DRAW4 BY,- L.C. TILLIT TEST American Shutter Systems I OLD 15-085 INC & ENGINEERING COMPANY Association, no. 1 17127/17 OATEI 07/27/17 6355 AL.,36,St.SIA,zas�V.RcntA ok"als,FLOP"331151f — 68 1,11estroa (305)871-1530,fox;(305)871-1531 42ds Drive I DRAWING No 6-a0: West Palm Beach, FL 33407 3 EB-OM719 17-107 WALTER A TILLVT J,.P.E. 4 nofba'�Us 1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 4 OF 20 CENTERMATES: 2 @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1OR1MANDATORYCONDtnO �5;ONE SHUTTER SPAY FOR SPANS UP 70 705°,AND FOR IN5TA TIONS AT ANY 'l~ ELEVATO HV LdCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS�TMWO SHUTTER ELEVATION. 2. OPTIONAL CO IF DEST R FOR SECURITY PURPOSES, UPV 1�6 nQ LOCKS q_4 �OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES 72]I / V S D-I OR I SHALL BE AS IND (f LOCATION BE AS iNOtCAT flN tYPtCAL SHUt7ER ELEVATION. __f / MANDATORY QDNOITTO ✓�ZI$�.LQCK$�; LOCKING RODS ARE N07 REQUIRED AT HURRICANE POSITION, BUT lAAY fS TMYUALSOI BE USED AT STACK NGEP SRIpN(NONH URRICANE OSITIONOS OR AN ALTERNATIVE DEVICE Ric 4. ONE HV LOCK S,k1AlL BE USED At CORNER R ANY 1—OR INSIDE LOCK, A o AT7ACHE0 TO CORNER BE W/(2} tI4 4-2fl x 7J2'LONG FIAT HEAD S.S.TICA TWO LOCKING RODS AT IOP&8 OM SHALL BE USER LOCATION FLOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. tii6 BrIK 5. S 3 ONE ALTERNATE HV LOCK MAY 8E USE IN LIEU OF HV LOCK Q$or ,§FOR A14Y SPAN AND HHH sgSn bbd IN Si TIDNS AT ANY ELEVATION.AL ERNATE LOCK MAY BE USED AS ANTNSIDE OR OUTSIDE LOCK.ATTACHMENT Or 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR CENTERMATES SHALL BE MADE Vt/ 1/4'0-200/4'ALUM. 71 �i 1 154c RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWOnG LOCKS AT 1/3 OF SHUTTER SPAN, 1 6. 10ATORY CONOTRON i3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 6 or 23 or 23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK or 2 or MAY 8E USED AS AN INSIDE OR Do �. OUTSIDE LACK.ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S, SEE E4NDCONNCTION f i�'tt„ OR r3Li TOPON OF LOCK SHALL BE S INDICATED MANDATORY.TEDOTYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS`g W/ E DETAILS ON D r [ H I J K L u VP SHEETS 10& 18 TYP.FULL 1 *NOTES ON HV "T" LOCKS AND CENTERMATES, HEIGHT. L OF CORNER 1 SECOND&JEMATE 10 xuonEn•"iDm CCONDITION #I VAUD ONLY FOR L AND ENTERMATE �ONE ALTERNATE HV'T' LOCK ()MAY BE INSTALLED IN LIEU OF HV LOCKS OR FpR ANY SPAN AND wq)y 1D ,�� I ALLATiON AT ANY ELEVATION.ALTERNATE COCK ,„EtAY BE USED AS AN INSIDE OR dU SiOE LOCK. ATTACHMENT v OF LOCK INCLUDES USING REINFORCING LOCKER 2�2`�,-7�/7 AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE 1 O.L w 17•ii 3� • as CONNECTED TO CENTERMATES I&AND•�W/ 1 /4'0 -20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR tY •0 -ft-@-C7)-(@- MMIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(a TOP AND 80TCM IS MANDATORY. ®.Q8)-T9.037-0: ,"1�• , *NOTES ON MD LOCKS & CENTER ATES. I.HLM iZ O tXt+�(NO NO (31_Og(Q W!;y31 :ONE ALTERNATE HD LOCK(5) DAYBE USED IN UEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS t�y OR�2g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(g MAY BE USED AS AN INSIDE OR OUTSiD LOCK.ATTACHMENT OF HO LOCK g)TO M.T.S. IS W/3 g8 x 3/6'F,H.S.S.M.S..AND INCLUDES REINFORCEMENT INSERT `AS SHOWN ON SECTIONS HUB-HVB AND DC-HVC,SHEET 10.,LOCK MAY BE INSTALLED AT MIOSPAN OR IV MAXIMUM BELOW OR ABOVE MIDSPAN.USE Or LOCKING RODS iS COMPLETELY_pPAONAL — — - - -- -_ UROABUJIDIII on High Wocity Hurricane ane tI1 Q�^ ,......•„ / 02017 TILTECO.INC. lei 2017 EASTERN METAL SUPPLY,RIC. `'9 BERTHA HV 7stemTM AwSSAAccordion Shutter Sy i LEC�O a� H . BLADE#1 W/OR W/O H.V.VANXIN BADE American Shutter Systems N TILLIT TESTING k ENGINEERING COMPANY DFSC81PODN DAT[ DRAWN 0 I.C. Association, Inc. I OLD 15-065 T 27{i DATE; 07/27/17 Gy F 1� 8155 N.W.3fm 5t.S a SDS.V xL Ct DA HIFN5 rLD40A Alf 4268 Weslroads Drive 2 PhDRAWING No one 1(]05)971-1530.ro.:(305)871-1531 _ 110....r........♦'{{{����`�1111 e-mmgu�c�19.eom Nast Palm Beach, FL 33447 3 17-107 'r�'ppl,�`� ,,II1 WALTER A.TIWT J,.P.E. K 1e7 S E. SE9:1lUTYMRE/DATE L4 r s H5 OF 20 ONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED (SEE SCHEDULE ON BLOCK POURED REQUIRED 1/4'o-200/4'S.S. CONCRETE--\ SHEET 13) CONCRETE ANCHORS ltAC}{INE SCREWS CONCRETE A F REQUACIDFOR (SEE SCHEDULE ON W/ CONCRETE ANCHORS (SEE wwvioeom w4m 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 2OR 1/4'0-20-3/4"S.S. "F 104 MACHINE SCREWS Eo---- ED USING 1/4'-20 NUTS - ----- riEEQ_ 0 12'O,C, - all. 13 OR E.D.- 1 j2 .250"Mom. I------1. 3 @ Fl. _ 250- C.D:' L 250*Mo.. Mom. f OPTIONAL ii _ PTIONAL EXISTING MIN SEPARATION TO GLASS T (;L4ss--F—SEESCI-EDUUE ON SHEET I 0_ E I MIN.SEPARATION TO CLASS EXISTING DER XISTlU IMSEE SCHEDULE ON SHEET II) HY WALL HEAINSIALLATI =0, OC HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION + KEYSTONE UIN.SEPARATION TO GLASS EXISTING ' 1 1 EXISTING —(SEE SCHEDULE ON SHEET I I)— (s T 11 I I OR 19 MIN.SEPARATION 10 GLASS GLASS_ EE SCHEDULE ON SHEET III— III FOR PLAM%ARW— 011 Slim 19 1 ] 1, EXISTING I OPTIONAL E,� CA 'L,_OnONAIL Mo.. OR @ EEOJ D JPI CA �- L—4 PH4 E=-= 2 OR 104 LUPS TRUSS HEAD 1/4^0_204/4'S.S.PHU_zPs ------ L@ E 1/ 314'S.S. L� OR@ EQ £O MACHINE SCREWS USING CONCRETE ANCHORSTRUSS HEAD MACHINE SCREWS 1. - N us (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 le O.C. -20 Urs a 12 O.C� —CONCRETE ANCHORS POURED"ETE— SHEET 13) POURED INC Emn (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK �,Q,E AN" REQUIRED CONCRETE BLOCK (ORS HV WALL SILL INSTALLATION (SEE SCHEDULE OR REQUIRED OD HV WALL SILL. INSTALLATION RED CONCRETE— SHEET 14) OR CONCRETE& WALL REOU9RED (g) HV WALL SILL INSTALLATION NOTE FOR COMRINATI INSTALLATION DETAILS WZ I-SEE SHEET 4 FOR TYPt E.0, EDCE DISTANCE 0 SEE LIMITATIONS OF USE FOR ASSEMBLY EILAD 4 1 2-MOUNTING SECTIONS CAN EE SPECIFICATIONS ON SHEET 13) Z ♦ HILADE ON SHEET IS 10 HV BLADE IN ANY WAY TO SUIT ANY I j1ho FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 EASTERN METAL SUPPLY,INC. 02017 HILTECO.INC, 13ERTMA HV7M tter System /MLIECOINC. A.S.S.A. KV. RADE#1 W/OR W/O KV.WINDOW• MADE American Shutter Systems W."t O(SCRIPTION DAIT DRAWN Sy. L.C. T TESTING & ENGINEERING COMPANY 09C TILLJ $ Association, Inc. I OLD 15-085 )7/27/17 OATS: 07/27/17 6M 4%36v",St.St.=I VIRVMA wools,ILCRZ-3316, otne z(403)871-1530.rat:(305)671-1531 4268 Westroods Drive 2 —DRAWING No 0�9 -I:tall—dool.— West Pelm Beoch, FL 33407 3 EB-0006719 4 17-107 ..... WACR A.IILUT t,.P.C. FLORIDA u-_1 4161 SHEET F.E. SEAL/SIGNATURE/DATE 6 OF 20 PpUR£O - CONCRETE ANCHORS - - J- ,� ,}p - - I ♦ r I �- i 1�N1.MIAMI, I CONCRETE k (SEE SCHEDULE ON SHEET 13) i TO ax^i. (SER r t 1 OR I + To GIwi5 + 1 EXISTING ASS REQUIRED _ EDGE or + cLASs--j uutr� + r Ixtt.S[el�l�oi j ' SLAB If 9-T 1a MR to cosi . 'E.D.• APPLICABLE EXI TTA4.50�Q51 4 r'—IsY[Tb+Ec�tc I V. 9 I_• 1 I ox pw ti) II II /I T AL7ENNA+TEojn.,� EXISTINGANCHORINCLASS^. ION (f 10x3/4' WASHER HEAD � ' t .pR OR t S . r TEK SCR O 12'O.C. d` OB�J CONCR ANCHORS - +r, !APPLICABLE I OIL,= iI 7 (SEE S HEDULE ON SHEET 13).�+� ED + E(}` ` I r 'I .I t 4 �� ECCE of EXISTING f it t _,,,,,( ^' I I 11. SLAB IF GLASS--. EDGE IF i i/2' =;+ 1 EDGE OF ( APPLICABLESLAS LUL;tYMAKN E.O.APPUCABLE E D . SLAB tF L._ .. OAS Aw APPLICABLE Ep - -�- POURED T tiEM CONCRETE ANCHORS SolmaE aN 01627 - COT RETE E.D.a CONCRETE SEE SCHEDULE ON SHEET 14) I It Ern RASE TOAD ♦ POURED R UIRED REQUIRED o+SaEET sa tat ') O CONCRETE FIAT HERO CONCRETE ANCHORS i fitIIS��QA I REQUIRED E,D,• I-D.• (SEE SCHEDULE ON SHEET 14) �� C+ ALIO LY FOR UP TO +70, -75 PSF A.S.D. NV FLOOR INSTALLATION HV WALK-OVER INSTALLATION DE PRESSURE RATING ec FOR SPANS PER Cd HV CEILING INSTALLATION +� HEDULE p3, SHEET 11 R1A16 wa UPARATIoN w CONCRETE ANCHORS O + To p,Ax4 �y r--'—(SLE snuants To wm ++ r I V (SEE SCHEDULE ON w ITT /� (^'-'L1aE saxtnu' ,L "—• t I� T SHEET 15) IJ••p�tFtxED Tow 0 I t �+D4LT iE} EXISTING EXISTING + EXISTING LS "" 's CLASS OCP OR I/4.0 POA0RS W/ I 1/4- CLA55 I t I en Iasi H) ---- FASTENERS •A}I W MAX. i 1 D i i i 1I — I RFvi 11AAt ttlt0 +I I 1 3 4 ELN. CAD 8• AEJt�t I O.C.C, UP TO 6rOR S LA MU (I }/4• ) 48'_0'up TTo 8'-0'W+t�.APPI 4 ( } SMANI AT EVERY W04ER WAD �0A% (nP.)(M NOTE 1 a+ } q• g7Oc3J4' • Mw it frOR LUTATia6 3 8 r"/ 8 ;; 3 15 7 i i T I wA5Ht`R E. CCNr.firuaR MAX, TEX SCR YS I. �-j}T � 114x3/4' HEX HEM. /;� •I T Sj8" O 12' �C. I 1 1 TEK SCREWS O 9'O,C. + L 'I I 1/••+-2O.}jt SS us OR 1/4-0-20 SS.}ALS. CpNCRE ANCHORS { _ 6 •1,:./ 3J 014.3/4 CS.D.S. __ I N Max. UW4o 12.O.C.-70 NUR WJ NUT O 9-O.C. I (SEE S EDULE ON I v }/2 r •-• t SHEET 4) I —"' � •, EXISTING NON STRUCTURAL _-__ If,/ 17 OR 18 }/2• .',T}• < 17 G 7'\ -i_•2,00'LAIN. ^*WALL TRILL(DECORATIVE \ E.D. SILL) i i SLAB Ir ; `� f4x3/4'F.H. S.D.S. •• }AIN. • ' `ppL,RtO Ca+a+ETE EDGE OF 1 7/8', 1 7/D' APPLICABLE �.,-.J�. REduiacO CONCRETE ANCHORSSEE raoTE 13 [ POURED CONCRETE (SEE SCHEDULE ON ON SHEET I ON SHEET 1 OR UPO C CRETE REQ11REORETE BLOCK SHEET 14} OR C N ETE BLOCK (� UL REQU S.� (f pPT10TPOURED ..- CONCRETE QK HV WALL FLOOR INSTALLATION Q —OVER INSTA LATION waaAw� DES*H PREMRE:.e4:72 P•I REQUIRED waw tuiftR sPAI e'-p• (J HY RAINGUARD INSTALLATION t >m N FOR SIIION OF SECVIONS: • E.D,®EDGE DISTANCE REMOVARLE wHEtt PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE A ON SHEET 19 R ASSEMBLY _ T - _-- '- - OF 119E FQ ---.I ISTA�.LATI-ON.... DETAILS— ASSEMBLY f —= L ADJACENT O AM EXIT ♦ SEE U}AIPA71pNS. TI 2-MOUNTING _N-ANY WAY-TO-SUIT_AANY CAN BE --. __._ _. _ —.- 117 yt A FLORIDA BUILDING CODE(Non Sigh Velocity HU cone Zone 111 ''• .... ✓ . 020117 TILTECO,INC, 0512017 EASTERN METAL SUPPLY,INC. S(c `•. BERTHA 7 /+.tet. Accordion Shutter System 11 L E C 0 I N C. \ A.S■S■A. KV. a"#1 W/OR W/0 H.V. NDOW BLADE ~° American Shutter Systems TILLIi' TESTING k ENGINEERING COMPANY y x otsaxmax pAtt uEAwx Sr. LG rEv •;•`44 111 4355 ON.34Th.SL.Su.3D5,VAG m G RGS,'S,FcoRa4 33+11 Association, Inc. } OLD 15-085 7J27J1QATE: 07/27/77 �j.��.•-,�4+-ir Ph...,(305)8711-1530,rax:(335)871-Is31 4268 Westropds Drive 2 DRAWING No ���� (y� +It a- :Ime-00.1 ter<. West Palm Beach, FL 33407 3 7—1 a 7 ' EII ED-OW5710 '•.,rte A�AYtAi E/E WALTER A TiLur dr,P.t. 4 P.E. SEAL/SIGNATURE/DATE rLGRDA LSC,/44567 5 SHEET 6 7 OF 20 -SEELEND-WALL ON KMG 0 - r INSTALLATIONS W,,( 1 HV AN rKTTM ON L LOC RODS 3©. ET S, S �� � AND ALTrRN4TE 11V LOCK®ON SHEET 5. F ,r-EXISTING GLASS v **BLADE SUCK DETAIL Iff IS VALID FOR AtI, BLADE W1 HV CENTERMATES DEHTERVATESAPFUCA,IGNVMELADEQ Q��aw©• 7pr®m 10 •�3 OR SEE END WALL CONNECTION ()• @-0-@-6•a EXISTING GLASS DETAILS ON SH t• �. .©�o.o.�� L----------- ------------- 2"A2'xt/9'.0'-2 I O• ® 3 1/4- ry• a 1/2" 7 . - -'f} (6053-T6 ALLOY)ALUM. 8 8 dl s• M t • 5 i MET ANGLE ANCHORS ,/aro T4CON 1/2' ox l - GENTERMATES !AI ARAnON M,W/(2) / coWICON Is CE TE MATES — (TOP/DOTIGM)& + 110.3 4'Sous.o 12' -- --'-" "� (4)910x1/2'S.u,S.TO TU9E OC 4 ar 5 W/ HV LACK 6 ar 2 E s /F C.FULL IENGITT. / Z * 2 (ONE SCHE s5HrrtT L I E AT UCH ANCLE.(TCP) � J J J 5 * 35* IN I - ------ - - -- --- �_-- ----_-_. 90 1/2' 5 3 C? ��0•tJ�Q«�,o •tea a __0_ 0 HVB OUT --� HVC 1 0 oa©•��©+1,1 oR HVA A 1 at(Fj)ra 7 POURS ONCRETE OR �-�•,J, . EXISTING GLASS i ETE BLOCK SPALL 6 •.!J•©"'©•Q•L`a"� ,0. 15 3� a. EOU ED Ex1sTiNG •@:0.�°"o•�°' SYM———- ——— —� •a •�oq 6 77 :®w—_ ———— — F CENTERMATES 6 8 w) 8 e MN.sEPnannaN B • 8 oA ca, 5 EXISTIN } �7} TO CUSS i GLASS . CLASS * �✓• © O v (SEE SCHEDULE O W HV L_-. OCKS OP/ZONAL $ o, s a I s (INTERIOR) Q (Q ® ON SHEET LI) taN. SEPARATION a+ Z TO CLASS ��VJJ f J w • �!) ! (SEE SCHEDULE 'N OPTIONAL ON SHEEP 17) (INTERIOR) — * _ _-—__ CEOUT ANCHORS C. - ---_— 16*D.D. * ,I 3. VARIES iv. 3 _ * * I i �y J SO• " �a OUT 8 112'MAX.SLACK I OUT (EXTERIOR) _HVE ---- H- F-*—* HVD--- —_- tuu �•�•�'''�— - FLORIDA BUILDING CODE lion High Velocity Hurricane Zone -- tLl � .••!^....... '•. v 02017 TILTECO,INC. 2017 EASTERN KETAL SUPPLY,INC. tivGntsF• +: BERTHA NV TTA A.�l�I'�" .S'►.A■ '. Accordion Shutter System L E C O t N C. FIV.BUDS#, W/CR W/O KV.WNIM HIDE �F, * American Shutter Systems : TILUT TESTING & ENGINEERING COMPANY y IV.R DESCRIPTION 027E DROWSY. L.C. �ti` Association, Inc, s OLD TS-ass 7f27IL DALE o7/27j17 6355 taw.36tA.Sc.SU,b5•NRaVlV.O+1t0Rfi,YtOR[w 3318 ' nblink 1 Poona:(309)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ��`ri1LL M-000671pm West Palm Beach, FL 33407 3 17-107 7`'Q7 WALTER A.11LUT Jr,P.E. 16 TT.oRZA LIC./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 5 8 OF 20 ---L E ----S T Q— 'IT" OCK 0 V "TT' LOC S CENTERMAT S U8 TaOCKERS 1 HV BLADE Scc ENO CONNECTION DETAILS ON SHEETS 10 h 111 INSTALLATIONIn HV BLADE -1 N r�1VQSTHG GLASS OLAaIEmSLGt GETAR I".51{3 Yw SN SHEET It, W/ HD CENTERMATES AS WELL As a=SAt ,Say 8 ADC Q�aETAR H00-Mq, I G G Ti• 7 G 8 G 10 s atSTA11A ON CIA SHEET.Say II USES WRN TNS ALTERhA I 10•�G®•®G©•©b1 p TtoR anAa Hw oM1 w nus sRm. NO WALL CONNECTION DEETTAIILLS ON SHEETS 10& 18 i o•o•�Go'o•�G 35* * 35 A1rAE f ?)110 COM%E7r. ' 6 C 1 5 /00� I----------3---------------- I{Y (oanorw.l _ 4 rornorw) {+Nia•1fN`5 iuee ! [0000+'su.son• ^ -_ AT EACH AS"(mP} I 0.G NLL OEnGfT. #' (4)N.V. IN (4)"x ,w.5p�q toy y 30 HY T" s�t>s(YP.) Pars(TPP.) \ To eGLAM LOCK (INSIDE) ----------- 1 f/� 5 1 28 29 1I T QU7 31.. 35-----*_ 31 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S, 4 5 (apne-0 *sEE NGre 6 roR NY LOCx�, * W/ 7/8'"0 x 3/32" WINGNUT. (oPnawE)HO -HVI3 0 T HOC-811C,•, , r Eoex,GN sHEEr 5. C �HY "T" LOCK (OUTSIDE)— � SYMMETRICAL HQ C�j'ER�tATES SYMMETRICAL.ALD CENTERMATES-H— � �* W/ `O LOCK (EXTERIOR) W/ R LOCK (,INTERIOR) I SE2E5 q..µ(IVSiUY (2024-T3 ALL"LARCE ITANGE TNT+ ®G 6�• 7�w 9Un 10•®O1 WET 1...PART T 0820, AS U"IfFACMtE6 t7r AYaE1 CNERRT TWORE PARSIPPO{r,RCW AERSEP 07054 OR COITAL 6 .7 G 6 •7 • G $' G� 3 —1 *SU 110105 IN laCla.,r.A�.I'm(D 4 M(9 wus w`S w —V Y+uG rOR All CV4VUA1TS APPL=01AS.mN RLAOC HDD—HYD** FLOATING STACK ------- 7AArrrii+i --_ -- - - FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone 1 ••'•...•• ~'•� {92017 E/STERN METAL SUPPLY,INC. 02017 TI ECO,INC. sic�n�sF•��,; BERTHA H V,M ` - A.S.S.A. �- D 1 _ ; �L E C O ��� Accordion Shutter System ( N.Y. DUDE#1 W/OR W/O H.V,NtNIM MADE American Shutter Systems EY.R OESCRIPR011 WE DRAM BY: I.C. TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1GATE: 07/27/17 0 N t� 14 8353 R.W.35ID St.,Ste.365,WRWM 0AR0©r5,nxtRzA 331E . ••'' Pb..:(305)871-1570.Fait:(305)071-1531 4288 Westroods Drive 2 ♦ny�A�{fa� \ 11 a-mal:tttaaa0aa4cam West Palm Beach, FL 334007 a —DRAWING No/1L ,111{ WALTER l-cJr.P.E. { 17-107 -"•• , rlomh U;,f 4+167 5 SHEET P.E. SEAL/SIGNATURE/DATE 0 9 OF 20 -- -- -- - -j—"'—""�- •—POURED CONCRETE POURED CONCRETE OURED CONCRETE - - - --- —`" POURED CONCACM OR OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL jr '—"`- BLOCK WALL REOUIRED " "^ /" BLOCK WAREQUIRED REQUIRED BLOCK WALL REQUIRED f LL - EXISTING GLASS _ /—EXISTING GLASS .CONCRETE ANCHOR !-. .%`1 Z--�? ' - J �., 2"}ALN.. EXISTING GLASS EXISTING GLASS 1 y ® 16"O.C. -»/_- -r-_,_[ `f...," MIL SEPARKDON 2"MIN-, t 7 TO CLASS(SEE uN (SEPA4ATe0 I MN.�PARhlltk) l SCHEDULE ON SHEET i TO GLASS C=EE 1! 1 MIN.",ASS(SE Eo EO y, TO(LASS(5� r - Ii FOR BLADE(D SCHEDULE ON SFHYT i�' TO CLASS{.n,E SCHEDULE ON SHEET 1/16•x3`MAX ON SHEET 19 rOR MJO 111 SCHW,X ON SHEET I1 FOR BADE(DAND (6063- NT. (Da1 11 FOfi&!-DE®TAA ON SHEET 19 FOR M.CLDSER ~-- f �& if2" IEET ON SH19 FOR (LOCATE At tE.ADESi,17&Q PLATE, (LOCATE i/2'� f f 1� atDEsOA�CA EITHER SIDE AT EITHER SIDE MIN ` I ! �---- ---� OF 5 ) 1/2'MIN. OF Q) // I �. 4•USE 1'OR 2"MAX. #'10x1/2'S.M.S._/' I _ _ _ {AS APPLICABLE) 16' �tOxtJ2-S.IA.$ 6 16'O.C. ALUMINUM CUP ANGLE — - ------_.•. _•_---._._� .... ® 16"O.C. I (606J-T6 ALLOY)AT MIDHEIGHT $ r1 11 (1)#10.1/2'S.M.S.TD®k \ 1/ ` /i�JJJ••` I ! (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1'O.C. (LOCATE AT I SEE DETAIL% F j1O R �• EITHER SIDE OF 4 SIDE CONNECTI N O) VOR d OR �• SEE DETAIL X FOR jO OR �• TO TRAC SIDE CONNECTION i 7 a�ln®•Qw®n 10•�w SEE DETAIL X Fp n 6 7 w 8 ID•Qw TO TRACKS w 6.7w$ •�a° �w�,�„�,�« SIDE coo TRACKS f0•�a®O«O ,40•®w L10 w®-0 @-Q's�a .�j' ..�w©.l�jJ.�w �w�•�•�®�'�`9an l:r•'v:J•e.v°'6�r//J��•((��w ®•0.0, 6,{7�•,,(�(��w,,w ,c'h.�wrs"ri,�w®.,fnw Q «Q� 1L5« �'��.•!®�«iA.;�J,•'LJ« ®.L®«.�.®«©•`L'J« �t.7^++�wi:Y' ,�1,nt .V✓ �'�nl©'•®«O.�w,y^�, d,�w�•Y.7•nV• O.1�nQ9�.�-0.@,n®• END. CQ NNE CTI ON DETAIL(3) END CONNECTION END END CONNECTION DETAIL 1 n END CONNECTION DETAi�Q F& REQUIRED ONLY FDR SPANS GREATER THAN 12'2' �CMIO CRR BLOCK EOVtALL EXISTING - �"'i•` '®.- —EXISTING GLASS J/ REQUIRED )� CLASS IAN.SEPARAA0:'1 To GLASS(SEE a 16'D.C. AFATKAY Y b---"-^"-^'•' _�__ � ' Ott SHEET - TO C„ �""�c OR®OR 1..r'OR T1 f HSJA'a4 CQttCRETE 1/2•LAIN. ___..__..___-_ .,,________ ____ ON SHEET i ANCHOR® \ I11FOR UL,ADE jr)(DA1 �.�,.--/ --� -- ) OR 3 tlR 1 OR 1 CONCRETE ,' ' StADES(D Al 12' SHEET 19 ()R) ANCHOR�-+,`\ ,•ED i LN O /1..W T 2'MIN. i s� f: f-:` L�4J' .lL.,,..t I L_1/2 . -� _--"- - s1_@OR�OR(DOR 2'MIN. - EQ 2"MIN, BLADESEE f 1 AONNS OF SHEETU19 FOR @OR@OR(qOR(50R@ SUSS,-!. OR �• 1 — PLAN1 OR ®' � I w�w�6•�n$Qw 1a raw DETAIL X L C011RED CONCRETE Cl. , �w®•Q7« '"�"•� '—` ' 10, END INSTALLATION REQUIRED BLOCK WALL \\_ «�'�©'�« 10n®« 6 ®« ® U ©«U'O �R 1 HV BLADE OOR �A) HV WINDOW BLADE INTO ®'d'�w7'Q p•Twp.�w©. w B• CONCRETE OR CONCRETE BLOCK WALL—_ END CONNECTION DETAIL__ _ Q•®«.®T�w ,®wpi + r, C 0 6 _ — w -- — — -- r FLORIDA BUIL DCNG CODE Non high Velocity Hurricane tone 1iii�P ,•" `L 02017 TLLTEC LL'J 2017 EASTERN METAL SUPPLY,INC. 13EFRTRA NVT, w * ' E c a �N., A,.S.S.A. Accordion Shutter System • ,�, tLv BtaDE#1 w/OR w/o N.v KtNDCNV BtAflE American Shutter Systems 1EV.No DESCRIPTION DATE DRA I OY_ L.C. T(LLIT TESTING k ENGINEERING COMPANY �^ r� •ttr�."iii 6733 N.N.74'h k.$1e.143.NRGfiw CI1R04M3,tlOi15W 1118 Association, Inc. 7 OLD 75-0$5 1j27ji DOTE: OJ/27j17 Phone:(305)671-1530.Fox:(305)671-1331 4268 Westroods Drive 2 DRAWING No rryy Yn,(�"• e- EB 1uec6DT019:eom west Palm Beach, FL 33407 3 •� NN�1 Y/ALTER?.11LUT Jr.P.E. 4 17-107 "rrrrrirrrrA"' FLOROA.Lk.►44167 $ SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 _ L _ ---- --MAXIMILIWARCHOI2a SPP (�G (�n� fi,�}IEDULE-FOR-VGBM-1 A�SHUTTER-SWAN ANCHORS SPACING LEGEND PBUM CONCRETE SEE MAW" B. IF010INS st1EEt 41 POURED CONCRETE 6L0(X'( TAPCON OR _ A WALL NEAP -MOUNTING A WAIL NE -NOUNTING WALL HEADER MOUNTING (P)WALL SILL OUNTINC D WAU.SILO t1UNRNG C& WALL HEADER/SILL TAPCOtQ WITH ADVANCED W W - MOUNTING THREAOFORM TECHNOLOGY (1}) ASO,DE20i K A154 F MIPO ASB.OFS107 1d0ATAL IVETARE RAf716 ASO.%2:9GY.t#8t1aE PAESSLRE ROtr#' xs&aE'9W 8£GAIM FRM tE RAR#i ASD.GE9C7i�ISDIIaC"MURE R417da ASA.Of9at AEOgNE Un RAT= ALL POINTS SOLID-SET .30 40 801751001120 180 205 341 40 {i0 75 90 1Zp 1%t0 205 30 +o '60 75 90 120 f8R 2011 JO 40 80 75 90 720 160 205 30 40 iXF 7S 60 120 i6A 205 30 40 60 75 90 t20 180 205 BLUE TAP 14 t2 t0 a 0 8. a 6, 14 lx 70 9 e 6 'e 4" 12 70 9 0 a 1 6 6 14 12 10 8 8 8. 8 - 14 1 10 9 8 a 8 3.5 8 8 8 e 8 6 7 5.S 3'-0' 14 i2 10 9 8 8 8 6 14 12 10 9 a a 6 6 I4 12 t0 9 $ 8 6 b 14 12 10 9 a 8 $ 6 14 / 10 9' 8 8 9 6 8 8 8 8 8 a 8 8 TAPP€Rt R N 12 t0 9 8 B 6 5 14 'f2 t0 8 $ 8. 8 8 iK 12 10 e 8 0. 6 6 14 12 10 9 8 8 e 3 ti 12 Ip B B 8 6 8 6 8 B 8 8 0 0 8.5 14 IZ 10 9 8. '$ 8 8 /4 iZ /4 9 8 9 e 8 f+ 12 10 8 9' 9 B 6 14 12 10 9 B a 6 I4 12 10 9 8 0 8 8 8 $ 8 8 8 8 8 7 14 12 ip a 8 8 8 4 iK 12 'to 8 a. 8 6 6 14 t2 10 9 0 8 6 6 14 12 10 9 8 7 - _ 14 12 to 9 6 7 5.5 - a s 0 8 8 7 5,4 4 4•-0" 14- 12 .f0 9 'a B 8 4 14 -.12 t0 9 0 9 6 0 14 12 10 8 s 8 6 6 14 12 10 0 8 a 5.5 - i{ 12 t0 9 a a a b 8 9 B 8 8 8 B 5 14 12 10 a $ 8 4S ^ 14 12 iD 9 8 $ a S 14 12 IO 9 8 8 8 8 ti !2 t0 0 8 .8 - - 1t t2: 10 9 "e 0 6 - 8 e 8 $ 8 8 b5 5 14 f2 10 9 a "8 B 4 14 12' t0 9 0 8 6 6 14 12 10 0 8 .8 6 0 14 12 10 a 8 0 - - It 12 10 9 8 e 6 - 8 8 8 8 8 e 7 5 14 12 }0 9 8 8 43 - 14 12 10 9 a 8 8 3S 14 12 40 9 8 6 6 6 t4 42 ID 4 75 - - - f{ 12 10 9 7S 5,5 - e 8 8 8 7.5 5.5 4 3 # SEE ANCHOR 5,-Or 14 12 10 9 0 a 4.5 - 14 12 10 9 e 8 6 3.5 t4 12 70 0 8 9 b 5 14 12 10 9 B 7 i4 12 10 9 8 a 6 _ e a B B 8 8 8 8 SPECIFICATIONS 14 12 10 0 0 5.5.. - j tx. itl 9 a 8 /.5 14 t2 f0 9 8 8 6 S 14 f2. 10 9 a 3 - 14 I2 10 9 8 7 8 8 a a e 7 S 4 14 12 10 8' a 8 { - t4 t2 10 9 6 8 6 3S 14 12. 10 O- 8 8 6 8 la 12 !0 9 a - - - 14 12 td 9 8 7. - - 8 s 6 .8 8 7.5 5,5 4 ON SHEET 1 1 12 10 9 4 5.5 3 - 14 12 10 $ 9 4.5 14 12 10 9 8 8 6 6 14 12 0.5 7.5 4 - - - 14 12 9. 5 3S - - 0 a 8 7.5 6.5 4.5 3S 6:-O. i4 12 10 9 8 5.5 - 14. i2 7 9 0 i.5' - i4 12 10 8 8 8 5 6 7< 12 10 8 4 - S{ i2 i 9 B 4 8 8 8 a -A- - 14 12 10 0 a J 14 12 10 B' e - - 14 12 10 9 0 8 5.5 3.5 14 12 10 9 4,5 - - - 14 12 10 S 4 - - 8 e 6 8 7.5 53 4 3 74 12 10 9 .8 5 14 12 to 11 8 8 4 - 14 12 10 0 8 8 6 5.5 '14 t2 10 0 5 - - 14 12 14 0 8 4.5 - a 8 a 8 8 6 14 12 10 9 8 4 - 54' i2 10 6.5 3 - 14 12 10 9 a 8 8 - t4 i2 8 iS - - - I4 12 5.5 - - a 8 a 0S 5.5 4 3 7,-O. 14 12 10 0 8 4 14 t2 1 O Q5 3 - 1+ 12to 9. a 8 6 - 1� 12 70 9 8 - - 14 12 0"9. 7 - - 8 a B 8 6 8 %a 6 t4 t2 10 a SS - 14 12 t0 4 - 14 12 t4 9 8 7 4 - ts. 12 To 5.5 - - - 14 12 1 aS - - - $ 8 8 a 6.5 5 33 - 14 12 to 9 7,5 7,5 - 14. 12 10 6 8 6 - - i4 12 t0 9 '0 8 6 - 14 12 10 8 --:j- 14 12 10 KS 7 - 8 0 s 6 7 4 14 12 ip 9 SS 3-1- - 14 12 i 4.5 - N f2- t4 a a a - - $4 ti 7 - - - - 14 11 7 365 -, - - 8 a 7 5.5 K.5 34 -• - 8,-0. 11 12 10 9 SS - - 14' 12 1 9 4.5 - - 14 't2 ID 8 $ a = - 14 1Z 10 77 4 = 14 12 9 a 3 - - B 9 8 0 8 74 7 4 -SEE LIMITATIONS OF USE FOR is !2 10 5.5 3 - - l4 12 to 8 - 14 "12 70 9 S 5 - 14 12 8.5 3 - { 72 4 8 $ a 7 54 4 3 - OtAOE IA ON SHEET 19 14 12 t0 9 5 - 14 t2 t0 9 a 4 - t4 12 t0 9 8 8 - 14-12 S. - - - - - l4 12 9.5 7S 4.5 - - - 8 8 B 7.5 6 44 - - 14 t2 10 0.5 -- - - - 14 12 10 7,5 - - 14 12 10 B e - - 13 4S 4 - - - - 13 9.5 a5 5 - - - 8 a 6.5 S 4 3 - g,-0. 14 12 10 8.5 4 - - 14 12 t0 9 Z5 - - 14 12 10 9 a - - - 14 12 10 5 - - - - 14 12 10 9 S,S - - a 8 8 0 8 6.5 6 3 14 12 B.5 4 - 14 12 10 9 4.5 - - 14 12 10 a 7.5 - - - 14 11.5 to - - - !K 11.5 7S 6 - - a a 7S 6 5 4 A4 12 t0 8 4 - 14 12 10 9 7 - - 14 12 10 0 a - - �- 14 12 5- - - - - 14 t2 8 8.5 - - - s 8 8 6S 5.5 + 14 12 9.5 5 3.5 - - 14 12 t 5.5 - - - 14 12 t0 9 0 - - L5 eS - - - - 11.5 8,5 - - - 0 8 5S 4.5 3.5 - - - 10'-O" 14 12 8.5 5 33 - - I4 12 D "9 ,b - - 14 12 10 a e - - - 14 12 7 - - - 14 12 0 7.5 5 - - - B e 8 a. a 7.5 4.5 74 t2 5.5 3 - ti 12 t 3 - 14 12 10 9 8 - - 14 10.5 3 - - - - - 14 IDS 7 - - - - a a 7 5--4-9-35. 14 12 8 4.5 3 - 4 72 t0 14 12 10 9 8 - - - 14 11 - - - ti f1 7-S - - - - a a 7,5 0' - 14 12 7 - - - - - 14 12 10 - - - - i{. 12 10 - - - - - oS a - - - - - 10.5 8 5 - - 0 a 5 4 3,5 - _ 11-O" 14 /2 7 - 14 12 10 - - - 14 12 t0" - - - - 14 12 -5 -- - - 14 12 10 - - %4 12 4 - ti 12 t0. - - t4 12 10 - - - 12.6 9.5 - - ^- 12.5 9.5 a - - - 8 9...8' 5 4 3 it 12 0.5 - - - - 14 12 f0 - - - 14 12 Itl - - - - 13.5 10 - - - - 14 t0 7 - - - a a 7 4.5 - - - N 12 S9 - - ^' N 12 tp - - - 14 Y2 10 - - - - A.5 7 - - - - - 9.5 7 3S - - - 8 7 t.5 3.S 3 - - - 12'-O` ii 12 65 - - - 14 t2 t0 - - - 14 t2 t0 - - - - ti 12 4 - - - - - 14 t2 10 - - = - 8 0 8 8 8 6 3 - 14 12 3 - - - - - 14 l2 B - - - - - ♦ 12 10 - - - - I1.5 8.5 - - 1-5 8.5 4 - - 8 8 S.5 4S 4 - i{ 12 5 - - - - 14 t2 20 - - - - 14 12 10 - - 12S 9S - - - 13.8 9.5 4.5 - - - 9 8 8 5 4 - - BLADE OR. 1 HV BLADE 14 12 - - - - - 14 12 - - 14 12 - - - 9 4.5 - - - - - 9 6.5 - - - - 8 6.5 4,5 3.5 3 ^- - - (�/ j �/ WINDOW Airy 13'--0.14 12 - - - - t4 iz - _ - " 14 72 - - - - - 14 12 - _ - 1A 12 - - - e b a a a a:a - - Yr,/ (�dl Y YY�171J1J►Y �LIiL/� I 10 - - i4 12. - 14 12 _ - 10.5 5S - 0.5 8 - - B 0 S 4 3:5 - _11 ' 14 12 - - - 14 12. _ _ _ .. 14 12 - - - - - 1.6 6 - - - iS&5 - _ _ _ - 8 a 5.5 4.9 - - - 14 12 - - - _ 14 %2 _ - - - 14 12 - - _ _ g 3 _ _ - _ _ - _ a 6 4 3 - - - WORKING IN UNISON ; 14'-0` l4. IZ - - - - 74 t2. - - ^- I4 12. - - - li 0 - - - 14 12 - - - 8 0 9 6 7,5 4 - - 1 7 - _ _ _ _ _ 1 j_W= _ - - 14 t2 - - - - %0 i - - - 10 7.0 - - - - 8 7A 5 4 3 14 11.5 - - I6 12 _ - - ^ U 12 - IDS 4 - - - - - ._I0S 0 - - - 0 0 5 4 - - 14 _ _ _ _ - _ _ 14 - _ _ _ 14 _ _ _ _ _ 7,5 _ - _ - _ _ ,5 _. _ _ _ _ 7.5 5.5 14 T4- /a - _ - 14 - - 14 - - - 9 - - - - - e. _ _ _ _ - 8 7 4.5 3.5 3. 14 - _ 1. _ _ _ _ _ t4 - - - - 10 - _ - 10. "' -- _ 1S S 14 - _ - - - - 14 - 1t - - - - - 7 5.5 3,5 - - - .- 44 t4 8 a 8 }.5 8 3 18'-0• li - - - •' t4' - _ e - - - - - - a - - _ - - 8_.8, .4_.3S - __ _ „, i{ _ _ _ _ _ g, _ �`ftp+r�� BUILDING CODE / �d .l4- - _. - -• 14 - __ - _ _ j{ _ --j .Ar _ _ _ _ 93 •• - - - a 7 4.S - - - F�v11ti1t1 UUI�Lt�lYt7 %+UUt.l�d%l 711CfI'1 Velocity Hurricane Z4r1$ aytl'�,• „ `,_ ���:= 02017 TILTECO,INC (42017 EASTERN METAL SUPPLY, INC. NssF.. 4,y w BERTHA VTM Accordion Shutter System /r1L1EC0 ,,c. \ ■ ■ ■ ■ KV.DUTE{#1 w/OR W/0 KV.WNWW SDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Inc.yatetns �,N oe9c9iFmoa 4A1c arw111 pr, Lc _�. ,r U i 8355 B.W.J6Yn.$4..Su.305,VMWAA CAROE214.1t01bW 3316 Association, I 1 a 15-085 7127/1 BATE: a7fa7 17 O,T, , r 4288 Wastroods Drive 2 DRAWING No % Phan4:(305)e71-1530.Fa/t(305)871-1531 ``••.........•;'' 1¢} 6- 0.01" .Lm. West Palm Beach, FL 33407 3 �7-'��� s1p�p4��6�/1%}` WALTER A. P.E. 4 ' TLORpA 15e IT 44167 5 SNEET P.E. j;kj'`3WT5hE/GATE a 12 OF 20 I I i MAXLMWM ANCHtZ�$PACiNG (iDES&ENFGAIW PRESSURE RQ AND A n�c H D F{IR A GISNEN-M x GH1,177FR-SPAN. SPECIFICATiONS-ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (6EE MOUNTINGS E.0,&it ON SHEEFS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRET&MONCRERE BLACK POttREO CONCRETE (A) TO EXISTING POURED CONCRETE(Min,,1'C w_3 Rei) - (g)WALL-SILL-MOUNTING QCEIUNG MOUNTING -(7H FLOOR MOUNTING - 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX.(Min.Pc®3 Ls•') uAxMUM ANCHORS HORS ;j,EGEND - 1/4."0.x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn.t'C-3 wi) (N) [14 . E t'f9J'>`ATE IMOiiO p 0.CtS1Qi P aMT - 1/4b BLUE TAP CONCRETE ANCHORS.1V/CAP A5 MAIiUFAOTUREO BY FLORIDA FA5'EEMERS DIRECT,LNC.(Min,Fc 2 kai)TAPCON OR i 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 4D fi0 7S 96 120 t80 205 34 40 HQ 75 tiD 120 TGO SOS 30 40 lt0 75 90 120 169 295 TAPCON WITH ADVAl1GEO - /4- 1O9e8s5.5 fi 2 0 s E 5 6 8 t4 't7 i4 9 8 e 4 6 TWCON WI TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED.OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INCA t2 TO 2 a 8 6 6 14 12 10 �8 fl 0' O 5 !4 X2 /0 9 8 8 4 8 (Min.f'c m 3 ixsQDR LESS 12 10 9 $. 8 4 b ti 12 10 9 B B S 6 14 12 t0 9 8 $ 5 AITPQ144T5 SOLID=SETBLUE TRP W/CAP NOTES:12 t0 8 8 8 b 7 14 12 X4, 9 8 14 12 10 9 8 8a 4 A1)M1140AUM EUREOME14T INTO POURED CONCRETE OF TAPCON CR TAPCOH WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 12 t0 9 a 7 5.5 3.5 1i 12 10. 9 6 8 6 6 14 12 10 9 8 a 6 5 TAPPER+ .14ORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2',4,,-0• 12 10 9 8 9 6 6 14 12 10 9 8 a 6 6 14 12 10 9 0 0 6 5.6 t2 10 9 8 8 6 4 14 12 !0 9 8 e 6 b5 i4 t2 N0 9 8 64 3S A,2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOCIO-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.RO EMBEDMENT 12 10 0 8- 8 6 4.5 14 12 19 9 fl e 6 5.6 14 12 14 9 8 B 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S$.MACHINE SCREW USED SHALL.BE 1 1/2'LONG MINIMUM 5H4ULD SNCGO L14 12 t0 9 7.5 5.5 35 - 14 12 TO 9 8 0' 6 5 14 12 SQ 9 8 7 5.5 4 i SEC uu Atror+S Dr VSE Pop EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. X4 /2 14 9 8 8 8 6 14 -12 tO 9 a 8. 6 5.5 14 12 10 9 8 8 0 4.6 62Atil a Oe15XIEE7 t9 N 12 to 9 8. 7 4 TF 12 10 9 -r 6.5 5 15 14 112 10 8 &5-51-341 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E-AnNO WALL OR FLOOR, 14- 12 10 9, 8 7.5 4.5 14 X2 10 9 B' B - 43 14 12 10 9 8 6 4.5. .75 ANCHORS SHALL HE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 12 9.3 7S_8.5 4. - - 14 1 ID 9 8 7.5 5,S 4 14 12 10 9 $ 6 4, 3"S iNOy`TTES A.%) IA.2)TO£AB V,FOR STUDS SHEET VINYL DING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR ' B'-0` 14 72 74 9 a -8 fi - 14 T2 10 9 8 8 8 '5 14 12 14 9 8 &5 5 3:5 11 X2 10 9 7.5 5.5 J - 1i '/2 10 8.5 7 5.5 4 J 14 i2 8 &5 5.5 4 3 - 14 t2 10 9 8 6 - - 14 12 10 9 8 $.6 5 3.75 t4 X2. t0 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(h1Tl4 C-94) 1 40 TAPCON OR TAPC4N V11TH ADVANCED 7HREAQFORS T1:CHNOLOGY ANCHORS,AS MtdiUFACTUREB DY L1.W.BUILDEK. 14 X2 8 6.5 5.5 3 - - ti X2 10- 9 B 6.5 4.5 3S 14 12 14 0 7 5 3.5 3 - /- T4 12 10 9 8 6 - - 14. 12 70 9 6 7 .S 4 14 12 1D 9 7.9 56 4 3 - i/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS piSTRIBUTED BY ALL Pat TS Sc DOLT&SPEC6147Y COMPAtJY. )'-Q' - 1/4'0 8LUE TAF CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS OXRECT,INC. I i2 50 8&5 4 - i4. t2.. 9 7.5 a- 4.5 JS - ti X0,5 ? 5.5 iS 3S - - - 1/4'0 TAPPERS ANCHORS A5 MANUFACTURED BY POWERS FASTENERS,ITNC.,AND p151R181NED DY ALL POINTS SCREW, BOLT&SPECIALTY T* 12 XO &5 7 4 - -- 14 72 XO 9 7.5 5S < 14 12 9 7 7,5 4S - - COMPANY OR AMY OTHER APPROVED UC£NSED OR:AUTH4RIZ£D YLliDOR R£GtSTER£0 W1TT1 THE AMERICAN SHUTTER SYSTFUMS ASStN: PON,INC. 14 tt -r 576 4.5 - - - 14 12 10 9 7.5 5:5 4 - i{ F2' 9 O 4.5. 3 B,-D, T4 f2 10 8 8 6,5. - - 14 12. 10 a. 0 6 4 14 X2 O a .S S- 3.5 = NOTES: 14 t2 6.5 7 515 3 - - N4 12 a 4:3 5.S 4 3 - 17-5 9.5 4 3 - 0.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 t2 9.5 JL5 - 14 12 9.5 8 8.s 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 17. 13 9.5 GA 5 3.5 - - 14 12 10 a 6.5 5 - 14 12 8 6.5 5 4 �.-D, 4 t2 TO 9 8 - - - 14 i2 X6 B JL5 4:5 - - 14 12 8S 7 SS 4 - - B.2)MINIMUM EMBEDMENT OF 1/t 0 x 3/4-ALL POINTS SDUD-SEI ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11,574-6---4 is XI 7 5.5 5 JL5 - tl 8 5,5 4.5 3.5 - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4'0-20 SSC MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO T4-1 12 8 -&517Z5- - - -14 t2 8.S 7 5.5 4 - 14 10.5 7 $S 6 4.5 - EYJST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 0.5 5.5 i - - - 14 12 0 7 6 4.5 - - 14 it 5.5 .5 3S - 10`^0• 14 12 10 0 7.5 - - - 14 12 10 B OS 5 - 14 111 t: 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND Ott THE EXISTING WALL OR n". t4 X0.5 7 5 3S - - - /3.9C5.6.5 5 4 3 - - t0 J,5 S 4 3' - - ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MART STRUCTURE.BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.DE AS INDICATED ON 14 tt JL5 5.6 - - - t4 11.8 9 6 S 4 - - 2S 9.5 6 5 4 4 _ - NOTES 0.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDWO OR ELFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 12 8 65 AS 4 - - '13 10 6S 5 4 3 - FOR INSTALLATION INTO En WON METAL SCUDS S££SHEET 20: 14 12 10 - - - 14 112 9 7 8 4:5 - - 14 IDS 7 15.514.5 3.S - /1-0' 2,5 9.5 8 - - 12 0 5 4,5 F 3 9 7 45 3.5 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALS,OF THE RECOMMEktOAtlOkS AND SPECIFICATIONS 13F THE ANCHORS tdAtNFACTURFR. itto 7 - - - 14 HAS 7 5.5.4.5 1- - 11.5 8.5 5514.5 5.75 - I I-I (0) SEE.SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 0,5 1 4.5 - - - - 14 1L5 7"S 6 5 - 12 9 5 4,5 4 12'-0' 14 t2 l0 - - - - i4 t2 a 6,5 5S -- 13 t0 6.5 5 4 - - - £D�-F015T(IHCE VERSUS SEACINO SCHEDULE FOR ABHORS• 11,5&5 4.5 - - - 11 6 5.5 4 3S - - e 6 t J - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED OCLOW.FOR C D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING t3S 9S 6 - - - - iJ 8.5 &S 5 4 - X0,5 8 5 4 - - - RIDUCEDBY fLYING 5PAC1NO OBTAINED USINGACINO,SHOWN NFACTOEDULE BY THE R SHALL NOT BE LESS THAN MINIMUM SPACU40 INDICATED FOR EACH ANCHOR TYPE. 9 6.5 - - - Xi 1 S 7 5.6 4.S - - - 11 s-SS 4S 3S - t3'-Q' 14. X2 - - - - i4 11.5 7S 6 5 - _ - T2 9 6 -i-5 4 - - FACTOR X0,5 a - - - fO 7.5 °5 4 3 - 7,5 5.5 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ 12.5 84 - - - - - 12 9 6 4.5 4 - - 93 7 5 { _ _ v,. EDGE TAPCON THREADMRM TECHNOLOGY ALL POINT S011D SET BLUE TAP W/CAP MIN.SM140 8 8 - - - - - 13 9 Ti.S. 5 - - - 1A3?S 5 4 - - V dTCTANCE 14 12 - - - 4 10.6 7 5.5 - - - 11 0,5 5 4:5 - - E.D. MIN,SPACING-3' MIN.SPACING m 3- MLN,SPACING«.3 I/2• MLN.SPACItiO-3' J 3/4' 4' T4'-0' t0 7.9 - 9 7 4.5 3.5- - - - - 7 5 35 3 - _ _ D POURED CONCRETE& y}ED C%KftTE OXIMIS RDOR POURED CONCRETE& POURED CONCRETE&pOL�D 010VE OIZZI ETE BACK 11.5 a - - - 11 $ SS 4.5 - - - - 9 &5 48 - - O C01�EQ.-POCK SRL CO.3 t/2• MIL ED,•2 t/2' MN.RTE3 LCLOCK CONCRETEMIt MS' E0..3 1/2'MR E.0.21/2" 7-6 - - - - - - 12 9 6 - - - - - OS 7 -4r= - - - 3' 1.0 0.90 4.0 0.78 1.0 0.8.1 1.0 t4 - - - t3S 10 6.5 - - - - w.s a 5 - - - - BLADE WORKING 2 1/2` 0.01 1D - - aN17 1.0 4 - - - - - a.5 as 4 - - &s 5 , - IN UNISON TO - -. !4S 9 5 - - 8.s 6 4 - - - 2` - ,_ 0.71 - 0.51 1s T 5.5 - - - - 9 1 3/4" - 0.91 - - 0.43 - 10 S 5 - - .. - .. - - B 4.52` 0035 - - ..0.35-•.,-._- $ - = - - -- ---- " - FLQRIDA BUItOlI�C CODE{Nan High Velocity Hurricane Zone' f•,,! 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. -MME .1..._.� A.rS■S.A.i �RTHA r S C O -,. A. TIA Accordion Shutter System H.v. BIAI)E�1 wf OR w/o H.0 1MNDDW aat;E .ptom y American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y N.N OESCRXpT10N DATE DRAWN 61k I.C. I '.• xM� : 4355 NLW.36u,.SX»Eta SOS,YXapri'A CA9N1DI5.TLLY60A 3316 Assactatlon, Inc. I OLD 15-085 7j27JX DATE: 07/27/17 d 1 426E Waslroods Drive 2 DRAWING No �yyp T�1, 1 P&W. :(,05)871»1530,Pox X(305)671-153+ (/r7ID N•'',' L44A C- 01.UIU,t0*191- West Palm Beach, FL 33407 s 17-107 IMGNo �V� /QE+'•" A, ��1.,11 WUTER A.71LLR Jr.P,E. 4 FLORIDA UC,1 44167 6 SHEET P.E.�StatEf�dL7tdt#Ef DATE a 13 OF 20 1=„AXI +1 dA HOR2'=SPACING-(in? SC- FORE-FORA-GIVEN-MAX:!w. SPAN - &S.D DESIGN NEr'AnE PRESSURE RA71Nt Alen A CORRESPONDiS J. &L (ON RETE OR CONCRETE BLOCK INSTA!LMONS (SEE 1a�6mRas 1,J.K��ON sREEr T) POURED CONCRETE P4Utta3 BLACK ANCHORS SPA NC1 G..LEC•END 1 VGSK VCR& I TRENCH Q[LVNGUAito MOUNTING QwALL/FLOOR MOu"NG (DWALL/WAtx OVER MOUNnNG 7APCON OR M9u TAPCON WITH ADVANCED A tEstN r MQU 1 51A�wag c NSD.0.L01 hEEN9E RNAffi(vs(s9 X21�aw+r E pf¢ sSfE Ip1ea{ap 15r DE51211 cries 14JSA#1i1TOK(�1 30' 40 60 75 9p 120 150 205 30 70-66-F-5 S* 120 iso 20s-3-0-140 60 }b S0 120 t$0 205 30 40 00 ?5 90 52t1 ts9 295 THRFADFORM TECHNOLOGY _ 14 t2 16 9. a B 5 12 12 2. 12 12 IIS&5 64 7 7 7 7 &5 5 5 5 5 5 5 5 ALL POINTS soup-SET 3,-0 14 12 !0 g 8 S $ 6 t2 12 12 12 12 12 9.5 7 T 7 7 7 7 7 7 ? 5 S 5 5 S 5 5 S R LESS 11 12 10 9 8 e B 8 f2 12 12. 12 0.5 a 5 4.5 7 7 7 7 7 7 7 0.5 It s 5 5 S S 5 5 BLUE TAP 14 12 10 9 8 d b 8 42 12. 13 12 12 10 7,5 6 7 7 7 7 7 7 7 7 S 5 5 5 9 .S S 5 TAPPER+ 14 12 10 9 8 a 0 6 12 12 12 12 i15$S 53. 5 7 7 7 7 7 7 5.5 4 5 5 A 5 5 5 5 4 4,-0" f4 12 to 0 0 8 a 8 12 12 IS 12 12 94 7 &5 7 7 Y 7 7 7 7 7 S S 5 5 5 5 '0 }4 12 i0 8 8 5 8 S 12 12 t2 9.5 $ 8 c 3.5 ? 7 7 7 7 7 5S .5 5 S -5 5 S S 5 5 Iw 12 15 B B e s b t2 12 f2 12-10 T5 S's 4 7 7 T 7 7 7 7 5,5 S 5 5 5 5 5 5 5 14 t2 10 9 8 a 0 6 i2 12 12. It 9' 7 5 4 7 7 T 7 7 &5 4 3 5 5 5 5 S 5 �4 J 5'_O" 4 12 10 9 9 8 a s 72 12 12 12 10 15 &5 4 7 7 T 7 7 7 7 7 s. 5 5 5 S 5 5 5 14 t2- 10- 9 5 e' 0 8 12 12 9S rs 6 4,5 3.5 - 7 1 7 7 7 7 5 3.0 S 5 5. 3 5 3. 4 * SEE ANCHOR T4 12 i0 '3 8 a 6 8 12 12 T2 9.5 8 5 43 - 7 7 1 7 7 7 S5 4 S 3 5 5 S 5 5 4 11 12 ToB 8 6 6 t2 12 1.5 0 7.5 SS 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 S 4.5 3S - SPECinCATIONS 14 /2 a a 6 s t2 12 12i0 8 6 aS TV ? T 7 7 7 r 7 S 5 5 s s s s 5 ON SHEET 13 128 6 6 12 12 8 b 5 4 ! - 7 7 7 7 7 5.5 4 - 5 5 5 5 3 s 4 3 it i2 e a B 8 12 12 tp a 8.°. 5 .7! - 7 7 7 7 7 8 4.5 > S S 5 5 S 5 4.5 14 t2 16 2 B a e 5 12 12 10 a r. 5 3.5 - 7 7 7 8.5 &5 4 - 5 5 S S 5 4 3 - �•-O. t4 12 IQ 9 B C 6 @ t2 12. I2 &S 7 5 f 3 7 7 7 7 7 7 r 6 5 5 b 6 6 S 5 f4 i2 10 9 a 8" :b 6 T2 10 65 0 4S 3 - - 7 7 7 7 53 S 3 - 5 5 5 5 S 5 3.5 3 T4 12 I o 9. 6 6 12 12 &S 7 &5 1 - 7 7 7 5 > - 5 s 3 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 t4 12 s a a - 12 12 a5 7 5.5 -4 3 - 7 z s5 4 3 - - s s a .s 35 - - PSF A.S.D DESIGN PRESSURE t4 12 f a 5. $ - t2 12_p5 7S S 4,&3..5 - 7 7 7 1 7 7- 4 5 5 5 'S 5 5 RATING ,,RC FOR SPANS PER 14 12 10 9 8. 12 !i $ 4S 4 3 - 7 7 7 7 5.5 4 - - 5 S S 5 5 4 3 •^ SCHEDULE #3, SHEET 11 14 t2 70 9 a 8 6 - t2 f f 7.5 B S :75 - 7 7 7 7S $ 4.5 - S 5 5 5 5 4.5 > 14 12 10 9 a 8 - t2 t.5 75 b 5 35 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 J - - 9,-O. T4 T2 i0 4 6 9 - - 12 12 g5 bS &5 4 3 - 7 7 7 7 7 7 B 3 5 5 5 5 5 5 5 5 14 12 f0 9 e e - 0.5 8 5 4 3.5 - - 7 7 7 5 5 3.5 - - 5 5 5 5 5 4 3 ti 12 i b a - t2 70 6.5 5 4.5- -- 7 T 7 55 - 5 5 S S t tI 12 0 0 B B - - [12 0.5 7 5,5 4S 15 - - 7 7 S 45 5 - ^ - 5 5 4S .5 - - 40-0`la 12 S 8 - it 9S 6 b 3-S - 7 7 7 7 7 4S = S S 5 5 5 4-5 14 }2 10 9 8 B -14 12 7p 9 8 8 - 9 6 5 4 - - 7 7 7 8 S - S 5 5 4.5 S 14t2 10 9 -8 8 - 9.5. 5 5 4 3 - 7 7 5 4 3 - - S 5 S i 311 --0"14 12 10 9 e 0 - - 10 T &5 4.5 3S - 7 7 7 7 7 7 J5 - 55 5 4 (�.��� �j�J (j��14 12 to 0 8 a - - BS 435 3 - > 7 7 0 5 4 - - 5 �' J HV B�A4JE VNLY i4 12 t0 g B 6 - - 8 S.8 4 - - - 7 7 Y &5 4.5 - 5 5 S 5 4.5 - /11 12110+0 B - - 6.S 5.5 4S 3,5 ^ - - 7 7 4S 3.5 - - - - 5 5 4S 3.5 3 - - 12,-0'!i109. 8 - - &5 &S S f 1 - 7 7 7 7 7 B 3 - 5 5 S 5 5 5 4S 35 14 10 "9 8 8 b 4 J _ 7 7 5.5 4.5 SS 4.5 4 3 14 10 9 ll - 10 73 5 4 - 7 ? 6 5 - > 5 5 5 5 4 - }4 12 16 9 8 > 0.5 8 5 4 3,5 - T 6.5 co 3.5 - - 5 5 4;;S 3.5 3 - - 14 t2 10 0 a - - - t.5 6S 8, 45 33 3 - ? T 7 7 T 4A - 5 S 'S S 5 5 ♦`S 3S 13-fl"14 12 10 9 8 - - ? 5.5 3,5 3 - T 7 5 4 3 - - 5 5 9 4 3 - - 14 12 10 9 8 = 9 7 43 3.75 - - 7 7 &5 4:5 - - 5 5 5 45 4 14 1 10 9 - - - - 10 7S 5 4 J - - 7 6 4 3 - - - - 5 5 4 3 - - - 14,-0"14 12 1p 9 - - 0.5 8 5:5 4 3.5 - - 7 7 7 7 7 4 5 5 5 5 5 S 4 J 14 /2 10 g - &S 4 3 - - - 7 7 6 3.5 - - 5^5 5 4 - - ti f2 id e - 8.5 $,5 4 - - 7 7 5 4 - - 5 S S 4 - - - 14 12 10 - - - - 9 7 4.5 3.5 3 - 7 5.5 35 - - - - 5 3. 3 T2 10 - - - - 10 7.5 5 4 3 - - - 7 T 7 7 33 - - S It S 0 5 5 1 3 U 12 f0 - 8 4,5 3 - - 7 7 4:5 - 14 12 t0 - _ - a 8 4 - - - - T T 5 - - 5 5 S 4 - - - _ - &5 A 4 3.5 - - 7 .5 3S > - - - S 5 14 1 g.5 7.- 4S 3.5 3 > - 77 7 7 s 3 - - 5 s. 5 5 5 45 35 .- - 6 B 4 3.5 - EM > - - 6 T &5 4 - --- _7.. 7 sir •.- -5''S_.4' _. --_ ..-- -_ -_ 74 a5 T5 -- > FLORIDA BUILDING CODE(Non High Velocity Nurricone Zane' -- 4111V. V•.. ,•.. � 02017 TILTECa,ofC, C 2017 EASTERN METAL SUPPLY, INC. ` V\GENk9, .. =6 ,m B RTHA HVTM A Accordion Shutter System 1 L E C . ■ ■ ■ . H.V. MADE#1 W/OR W/O H.Y.W NDON RADE ^y 71W7 TESTING do ENGINEERING COMPANY American Shutter Systems qW. t SCRWn it ONE bRAWti Br: .C. Association, Inc. T OLD I5-085 7/27/1 DATE: 07/27/17 w, •..• 6355 ho 36tH. 5)Ste.30&1LfiQ:i1N 9M95)8 ri01 53 ilia Ph6tw:(305)871-1530.Yaw:(JOS)a31-1531 4268 Westroods Drive = DRAWING No UR I U VN•/:rye�///1 (�� o-mou:tntaw+tom.w� West Palm Beach. FL 33407 3 17-107�T y�s""1i/0•fr'14•'P 1111111 WNLIER A.TIE11-00WTTJ,P.E. S 17 1�/ R.MOA U; 1 44161 SHEET P.E.SM;"3fGNAYURE/DATE 6 14 OF 20 � T- -DET -ON-EXISTIN-G- HV & BLADES (AS APPLICABLE ______ - 00 —.4;tztuoow�nq West Palm Beoch, FL 3 / . ~ END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 21e LIN.00nn 5700E RCO'p rle W.H.WOAD 2•da•u;N. ..t x 510b5 AC00. wow wvM 4 1/dY iIPCnR ' (I6 IPign+T2lC) t \ / xp o a•ac. �` /g :-t wow stun ! 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TO Cmtj Q":' :�8) 3- TO WAMS .,�.b p.(e}.ti�.O. �:�-ETr•E�"u.O,. �` L�i•f3•v� Q3•£a•�i3•�-,`5�•�" Q•0.4;-C�•�•£b- i3.Cs•�.Cs•C�.�,,• �#•t�- •�s•�,G. 9.Ct-�L 7a•e ta•�t�- dp.{,. .Ls., •73 p•�. .O.tg.O, END CONNECTION DETAI END CONNECTION DETAIL 9 L END CONNECTiON DETAIL{j} END CONNECTION DETAIL C8} � E.SRrin F.RM qv mar G SPus cw.TLR Dw!13"-0• .'—a15s YMd'InN W �1f4Y BI'C0n INCI{OR9 IX.7AG{ON 11%x.YR5 16,01-SY.Ssr-C -- -- +l�a'Q M/1 1/2•w., W/i i/1•V. 016 aG �[YI'itlha 0u55-^y Fllid YU0:/0 12'aQ pp R,t y O 12.O.C. to Mil 7o alss(T� ♦ SEE UMITATIONS OF USE FOR YY`,TAxN310+ % ' _ ' 11 FM"OEC ONow '_ GUOE lA ON SHEET 19 Tn 4AS5(" ,41 51[CT 16 f W J 50641 41 9QT I ^• j 9WE'SQi4 f -1" o+'sm in r ° - IENEn@a i T 1 >x•�\1;/._ x � � OCi`4W OR 5 � I� ©tlR�` b 4 6 oa�ca�uR .t�.a�.�i.(81. •{t• 1 WN1,rcas 21a wL Waco wu w -r�.o o-a- Es• ��caC1�SWR( cR VIE" Y !1Y•1 -fi43-Q •E3- snasRcaro, iR5! �y.�.lj.�.�j.t�s. PLAN ECONNECdTION DETAIL DETAIL ND � Q .�D CONNECTION bETAIL 12 --- -- r+t"//tt/"•,�. - -- FLORIDA BUiLDICODE(Ron High Velocity Hurricane Zone \\t1�r�•••�V N•.�f�� 02017 TLLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. z` /754 S�'•, ,, M��7■�7.�■ BERTHA Shutter LEAccordion Shutter System C t3 N SLY , W/DR W/O KV.xtNDar/RAX American Shutter Systems EvR YEscR TILLIT TESTING & ENGINEERING COMPANY . mTimt Wt YRbxN srL.C. pp! 6 6355,ILA.36h Si.Sid.305NRadod CNOEtiS,f1ORat 33161Association, inc. I OLD I5-08s 7/z7/s DATE; 07/27/17 � ` ph..:(305)871-1530,rod:(305)871-1531 4288 Westraads�Mve 2 �� DRAWING No 4 17-107 '.�'d' -"'••"•.... 1� ' to t70006a19L;� West P0lm BeOCt, FL 3340? 3 CONAL���• WALTER.A.TOUT Jt.P.C. P.E. SEAL/SIGNATURE/DATE FLORIDA. 1 44167 c SHEET OF 20 0'4a}�, "'t "a5�°"'t✓ GENERAL,J}AIRATIONS AND `ONDMONS OF USE FOR BERTHA 41SON VITT - 1.JAM AS.D.LESION PRESSURE RATINT.`.+110,- 110 p,ad. Z.W,SHUTTER SPAN:96` 3.ALLOWED MOVNTINGS:&D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M,0.T,U&W ON SHEETS 16&17. E �3 }aj� SY�Q� OTH BVI tI�1 LtYDUTY CEm1AilSfhOE INCLU ONLY Y AT RIOR ACCEIN SS CASE C V&l 3 !E ALLOW C��C�� N ))) L4 O�1 CENTERSIDE OF E. END i ♦ ♦ ♦ ♦ , r rr fr' r' 5-(A)HV WINDOW 9UtDE 1 SHAH ONLY ALLOW A MWQMUM OF 5 OPENINGS {3"6 HOLES)FOR PER BLAQE AT SPACINGS SHOWN 4N SHEET 4. (R)MIN:CLEARiTdCE fROI�f TOP OR BOTTOM EDGE OF BY WINDOW BLADE 1 ALLOWED A7 HV v°-i ♦ ♦ x 0 ♦ •r OF ANY 3"D HOLE('OR SWILL BE 12'. K1NOOiY BlAOE 1 ' {C}FIRST OR L§OLADE COMING OUT FROM STARTERS AT ENDS MAY Of HY t YANDOW BIRO£( 1 r + (0)1N WINDOW BLASE lS'MUST Be USED ALTERNATE TO A SCUD HV DIADEO �i THROUGHOUT SHUTTER"S WIDTH. ° r` • r t s r (E)C MATES SHALL ALWAYS Be INSTALLED AD ACENF TO A SOLID HY o ♦ ♦ ` F I r`"• GLACE T AT EITHER 5117£OF 1HF51. j 3 (F)POLYCARBONATE NY WINDOW�+hy S1tAl1 R£iNSTAUED SO TF�Aj TARS FACE SEE END -& �rr� THE INTERIOR OF THE OPEWNG BEING PROTECTED.HY W7NOOW�y MUST BE CONNECTION J • F ONLY OWALLED AND LOCKED USING A HV SETTING TODL PROVIDED BY ASSk DETAILS ON SHEETS / •.•:- ♦ ♦ g r r� rr INC. ♦ 10& 18 TYP. ah FULL WIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE 3 ) gg8 BUILDINGS ON SHEET 18,AS UNTIED BY SPIN AND DESIGN GOAD(SEE NOTES P P 6g +� 1 &2 ABOVE), i' 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 94M POURED CONCRETE OR CONCREPE BLOCK WALL ON SHEETS 12& 13 AS LIMBED 13Y SPAN AND DESIGN LOAD(SEE NOTES I&2 AROYL). R.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-19981 UI FOR LRREMENTS) KiO2E MINIMUM SEPARATION TpGLASS TOP&BOTTOM —UNLAA TED WIDTH 113 t' ELEVATIONPAN.SEPAPATION TO GLASS — E7tLST7NG GLASS SEE SCYOUX ON SiWtt TLR 6lACEQ A 6,25" _.,.,.�,� Aho ON Ills SHEET FOR ®&-Qy�A Yp 4D, P. SY)AMEIR(Ill CENTER "� w/o (5E NOTE A rBovE} PJAR TYPICAL M Y BLADE WORKING IN UNISON WITH HV WINDOW BL.AQE SHUTTER* ~`------' f FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Tf •. 02017 EASTERN METAL SUPPLY.INC. �A1 .. �EN4-%; , BERTHA HVTm 02017 TIGTECO.INC. /TM!l , Accordion Shutter System KV. MADE#1 w/OR w!o KV.uwtaxi+vIKADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.HC DESCRIPTION OATS DRAWN EM La 9�• �� Association. Inc. i OLD 15-085 7/27/1 GATE: 07/27/17 •.. ty�.' spas hkw.on ash,sl sd Sas twcs<u c+rmEts.srDRw 331a 426$ Westroods Drive 2 :••' t~ee Phone:(30nno5)871-15!0.Far:(305)871-1531 DRAWING No ,e c- 'k u7taoaIIaat.cam West PalmBeach, F eac , L 33407 3 C& ` EB-ooD671aa 17-107 P.E. SEAL/S{GNATURE/DATE FLO WA WALTER A T71UT Jr.P.E. Uk j a+167 5 SHEET 6 19 OF 20 INSTALLATIONS WI @ HV BLADE & HV CENTERMATES 21 -;2.DDD•Mox.,- Min,aSnA A-G5S CPAGE 40 MIn. VARIES +,� -- Min.a-60 GAIN,SrEEI M.METAL STUDS hT 16'.- W 43b- INT(? METAL STUD WALLS ' --- --- —i o 6 o.c. 4o ar 3 �A}"m NOMINAL --- --- 1/z' " 39 * ALUMINUM SL -4) EVEu 1 3/4•x a 1/4b 0.035'THICK uh 43p - d3a o r2 u F ACCORDIONSHUMIR 6063-TS ALLOY CONT.GALV,STEEL TRACK CNANNEe }e fi'o.c. 0 6 a.a. 3 SYSTEM N .�.�{LATION TO �,��STUD WALLS 3 oao` AM A-653 GRADE 40 Ar-c-Go ,, ,, i--1 SEPARAj10N TO GLASS SCHEDULE GALVANIZEDje FASTExE6 TO STUDS C " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 I--Mox- "IJ{z)loxl/z"TEK sGREWs CN EXISTING FINISH 39 (Fsr) MINIMUM "I'm &EXTERIOR FACE 1 AS MPUCABLE 1 2. MAX, SHUTTER SPAN: 64" WIND ZONE -1 t ASTM E-1996 SEPARATION 43e LENGTH + 1 EXISTING CLASS MIN'SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS o(SEE SCHEDULE)ouLe) 1 43 4. ONLY40 (2) ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" /4" — 02)(3" BOLT $ WITH ARRANGED A S METRICAL LAYOUT, MUST PENETRATE 3c i" : * USE 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/41 6 i/4'x 0.035'THICK L4•n, EXISTING FINISH 4'vCa. ±60 ,i I. r � INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF o I 258• (' 73" LV.TEFLTACKNAAPPLICABLE CENTERMATE. TIM CRADE [MaD (c FASTENED TO STUDS ".'q---- ; ADT CIO i&1/2'EXT TEKIOR SCRFACE on d3c d30 M3 1/4"0-20 THREADS ,INTERIOR&EXTERIOR FACE p 6'O.C- 6 fi•O.C. 'n 4;.;; y': ,n?;° �"k BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 f 4Mf� ELCO CONSTRUCTION _ 1/2' r2 38 CENTERh1ATE 21 APPLICATION WITH BLADE(� PRODUCTS FAB—LOK HD :' COMPONENTS /8'X 1 1/2'x 0.035'THICK 'N ,.VAI71E5. 0 6' O.G. min.ASHD A-653 GRADE 40 ,".�2^•;61a%; Mtn.c-6o MV STEEL i•- .I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"O.C. m. .•:.', EXISTING nt45H AS APPLICABLE SCALE: 3/8`- 1' �(TYP.TOP&BOTTOM) __ --_— `—_--_ - 1111 ..... —� �j -1 -1 T 3/4'x fi i/4 x 0.835"THICK Idin, LEXISTI»C GLA5S - _ _ _ - - 1COET.0%V.STEEL RAD TRACK CNG-60, - I ASTM A-853 GRADE 40 IAM.G-fi0 _ ,. ., , ..,..• , •.-' ,.... , , GALVANIZED FASTENED TO STUDS SYMMETRYCAL ? I l SYMMETRYCAL ',I �, W/(2)X60/2'TEK SCREWS ON _ 4 3a 436 4.5C I = I MUT.SEPARATION VARIES I I INTERIOR&EXTERIOR FACE I I I I I CENTERMATES W/ I f I I r;C N A S ';.I To GLASS 2' I TE M TE (SEE SCHEDULE) Mox. EXTERIO�AGGESS SIDE;sIINTERIOR ACCESS SIDE " 4 ; ... . --- ----------------- --i (tYP.) IN 3 6'Min.) IN 4 I -- -- ---- -- -- - --- ----- ---- -- - --- -- - - -- —�-- - - - ----------- 4 - Y = -_ ----- ---^^---------- --- - -- --- -- -- ----- - - - ---- "-- - - - - - -- ----- - - �_ -J 1 ^ 21 - 21 21 21 / LO CAT 2D AT 12 iF _ - _ _ _ ' ' -- --------------- ---- - HV NEAIIER/S1 ENIS VIEW Y `t41 12 ` 33 (11"Min.) 24 ----- SIDE CONNECTION-TO-TRACK 3 1/4"(TYPO 8 i/2"(TYPO { 7". -• --- - 7" ...-- 6-T j2•-t)A7C.-sLntiK * -- (Cont.} H.YA - --- -- k --BLADE SLACK DETAIL HVF H1 C FLORIDA BUILD) CODE(Non High Velocity Aurricone Ione ,.�I��ti IAT t�}+.T 1 02077 TiL7EC0,INC. 02017 EASTERN METAL SUPPLY.UNC. Il R l;i r TII .....•< _....�� BERTHA H /�M A S S A i 1 L 1 E C 4 ��,�. , , , Accordion Shutter System H,Y.BLADE#1 W/OR W/O H.V.tWDOW RK E TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Wift No oEscRlallox 0+rc DRAwx Em L,c. 0355 WIN.3611.SL.Ste.305,NRGRA WDENS,TUDROA 3316 ASSOCtatlan, Ina. + OLD 15-085 7j2711 DATE: 07j27/17 ' —gTATF np^�',\1' Phan I(30S)871-1530.Fax:(305)871-1531 4266 Westroads Drive x DRAWING Na West Palm Beach, FL 33407 3 FjA P itti a—mmT:trtaea0aW.cam r f(n` •'.., VR�d,: E8-0006719 1 7-107 SRI P WALTER A.TILUT Jr.P.E. 4 P.E. SFTi }Ai Ef DATE FLORDA Ua.f 44167 s SHEET 6 20 OF 20